Loading...
HomeMy WebLinkAboutProduct Approval Castle Impact Windows FACTORY DIRECT SINCE 1969 'f'! COMPLETE HURRICANE PROTECTION SOLUTIONS 7069 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information r Building Information Owner: PIERSON,GEORGE Wind Zone: 165 MPH. Address: 6043 ALEXANDRIA CIRCLE Exposure Category: D FORT PIERCE,FL 34982 Minimum Building Dimension: 30 ft. Mean Roof Height: 15 ft. Ilk Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive JFMax Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 74.25 64.5 7 39.8 -43.5 2 Int 59.75 86.75 7 39.6 -43.3 3 Int 53 64 7 40.8 -44.5 4 Int 37 39.25 7 43.2 -46.8 5 End 88 84 7 38.6 -48.7 6 End 319 84.5 7 34.3 -40.1 7 Int 74 64 7 39.9 -43.5 8 Int 26.5 39.25 7 43.2 -46.9 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.5th Edition(2014)Florida Building Code. Page 1 of 1 Customer: PIERSON WorkOrder Number: 12042015001 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -43.5 74.25 64.5 85.75 69.5 66.25 9"o.c. 9"o.c. 2 -43.3 59.75 86.75 59.75 89.25 86 9"o.c. 9"o.c. 3 -44.5 53 64 69 69 65.75 9"o.c. 9"o.c. 4 -46.8 37 39.25 51.75 44.25 41 9"o.c. 9"o.c. 5 -48.7 88 84 101.875 90.5 87.25 9"o.c. 9"o.c. 6 -40.1 319 84.5 354.875 91 87.75 9"o.c. 9"o.c. 7 -43.5 74 64 92 69 65.75 9"o.c. 9"o.c. 8 -46.9 26.5 39.25 40.25 44.25 41 9"o.c. 9"o.c. FLORIDA 011PACITMENT OF Business &Professional , r�9 Florida DeparMge of BCIS Home I Log In i User Registration Hot Topics I Submit Surcharge ? Stats&Facts t Publications I FBC Staff BCIS Site Map I Links ( Search Busines Professi al product Approval USER:Public User Regulation product Aooroval Menu>Product or Aoolica[ion Search>Aoolication List>Application Detail FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldinbshutters.com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)209-7675 edh@foldingshutters.com Category Impact Protective Systems Subcategory Operable Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr.,P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A.Pomerantz,P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RI COI FOLDING SHUTTER CORP CERT.IND.15- 0310.01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6rl Z... 7/1/2015 Product Approval Method Method 1 Option D Date Submitted 04/13/2015 Date Validated 04/20/2015 Date Pending FBC Approval 04/23/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System/HVHZ&NHVHZ(Drawing and retained by tracks to provide Hurricane Protection #13-080) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17080 R1 II FOLDING SHUTTER CORP DRWG 15- Approved for use outside HVHZ:Yes 014.Ddf Impact Resistant:Yes Verified By: Walter A.Tillit Jr.,P.E. PE-44167 Design Pressure:+160/-160 Created by Independent Third Party:Yes Other: Max span is 12'-0"for+46,-46 p.s.f.A.S.D.design Evaluation Reports load and 5'-2"for+160,-160 p.s.f.A.S.D.design load.See FL17080 R1 AE EO—LDING SHUTTER CORP Pro.Eva.15- page 13 for additional spans and loads 0310.01 DRWG.15-014 odf Created by Independent Third Party:Yes Back Next Contact Us;:1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional 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: secunt atertltts https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 IS ,. i GENERAL NOTES• 1.TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.)HAS BEEN VERIFIED FOR (C)TO EDOSTING WOOD FRAME BUILDING: G-0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 2014 EDITION OF THE FLORIDA BUILDING CODE THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(FMDO AND OUT OF THEM(NHMIM. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4'0 CRETE-FLEX.AS UAMIFACTURED 13Y TIW/BULDEX. INC d ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY.OR/ 14 NDS WOOD SCREWS OR 1/4'0 NDS LAC SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620(HVHZ)&1809(NHYM OF THE ABOVE MENTIONED CODE• FOR A BASIC WINO SPEED AS REQUIRED 13Y THE JURISDICTION WHERE THIS PRODUCT TD BE INSTALLED FOR A.DIRECTIONALIIY FACTOR NOTES.Kd-O.B5, USING ASCE 7-10 AND SHALL NOT EXCEED ESS THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICTED ON SHEET 13. IN ORDER TO VENY THE ABOLS 00NOM0N.tKIWAIE DESING WTO)IOADS DETERMINED PER ASCE 7-10.STALL BE FIST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR RI DUCED 10 A.S.D.DESIGN WIND LODES BY MATFLYNO INEY BY 0.6 IN ORDER TO CODON✓£TNFSE W/INK(ASD.) 1/4'0 NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2'FOR CI THRU C4 AND C6 THRU C8 OEM PRFSAMRE RATlbS INDICATED ON SHEET 13. CONNECTION TYPE.AND 2-FOR C5, OR AS INDICTED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PANT OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS RED.,AS TESTED,WERE NOT OVERSTRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS.A DURATION FACTOR CD- 1.60 WAS USED FOR VERIFICATION C.2) MINIMUM EDGE DISTANCE OF 1/4'0 TAPOON OR 1/4'0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR 1/4.0 NOS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE WAS BEEN VERIFIED M ACCORDANCE WITH C.3)IN CASE THAT PRECAST STONE PRECAST CONCRETE OR BRICK PANELS.VENEER OR PAVERS BE FOUND ON THE EXISTING SECTIONS 1828&1809.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. WALL.ANCHORS SHALL BE LONG ENOUGH TO.REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H,E.T.1.), HURRICANE TESTING LABORATORY(H.T.L)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201• MINIMUM THREADED PENETRATION SHALL BE AS INDICTED ON NOTE CA ABOVE. TAS-202 AND TAS-20.3, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS.PERFORMED AS PER SECTION 1816& 1804 OF THE FLORIDA BUILDING CODE (D) TO EXISTING STEEL STRUCTURE MIN. 12 GAGE,FY-33 KS7(MIN.)MATERIAL. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q&®SHALL BE d 10 x 3', 41 O-HT MINIMUM SERIES W/ 173.6 Tai YIELD -1/4'0 ITW BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH& 187.4 ksi TENSILE STRENGTH.SCREWS SWILL BE COATED WTTHH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co.BOX 507.WEST CHESTER PA 19381. NOIR 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICTED ON SHEET 2.MINIMUM YIELD STRENGTH 0.1)MINIMUM EDGE DISTANCE OF IIW BUILDEX TER SCREW 1-. FOR 6063-TS ALLOY AT SLATS SHALL BE Fy=25.9 Lai. 4.ALL SCREWS M 13E STAINLESS STEEL 304 OR 316 SERIFS W/50 1®T YIELD STRENGTH!AND 90 W,TENSILE STRENGTH OR 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDEX TEK SCREWS AND SHALL COMPLY W/FLORID►BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. B. 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 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR ASI 304 OR 318 SERIES STAINLESS STEEL WITH 35 kel MINIMUM YIELD STRENGTH. WOOD FRAME BUILDINGS. 9.EACH UNIT MUST BEAR PERMANENT W ENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE-- RDIG PERIODS OF HURRICANE 6.ANCHORS TO WALL SWILL 8E AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER.TENANT,OR OTHERS. MUST PROPERLY CLOSE ALL CENTURPIETES AND ENGAGE OR LOCK ALL (A) TO EXISTING POURED CONCRETE: LOCKS. 1D,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPOON W/ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDS, INC.TO MIN.f'e=3192 pal. WITH SECTION 1710.6.3 OF THE FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERT'OPENING. - 1/4'0 x 3/4'SOLD SET,AS DISTRIBUTED BY ALL POINT SCUD SET ANCHORS TO MIN. Fc=3000 pal. LABESUNG TO COMPLY WITH SECTION 1710,8_2 OF THE FLORIDA BUILDING CODE - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.f ca335D psi. 11,FOLDING IMPACT PROTECTIVE SYSTEWS INSTALLATION SHALL COMPLY WITH SPECS NDICTED IN THIS,DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED 13Y THE JURISDICTION WHERE PERMIT IS APPLIED TO. A1)MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. 12. (A) -THIS PRODUCT EVALUATION DOCUMENT(P.ED.) PREPARED BY THIS ENGNMR IS GENERIC AND DOES NOT PROVIOE MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE TIE.STTE CONDITIONS DEVIATE FROM THE P.E.D. A2)3/4'SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/87 INTO THE POURED CONCRETE (8) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEWATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. WALL FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICTED ON NOTES Al &A2 ABOVE (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR.ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL:ASM C-90. USE OF THE P.E.D. ENGINEER OF RECORD.ACTING AS DELEGATED ENGINEER TO THE P.E.D.ENGINEER•SHALT.SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. -1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W.BUILDEX.INC. - 1/4'0 x 3/4'SOLID SET.AS DISTRIBUTED BY ALL POINT SOLD SET ANCHORS. (E) THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. PREPARED IT. NOTES, THIS DRAWING SHALL ONLY BE USED TO OBTAIN B.1)MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4-. PERYTTS IN THE STATE OF FLORIDA MINI UM EDGE DISTANCE HE AS PE111 SHEET 13. B.2)3/4-SOLID SET ANCHORS SHALL BELENTIRELY EMBEDDED(7/81 INTO THE CONCRETE BLOCK UNIT.NO .� ��ER...1.I.�.�AG FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG �� �``ErY r/, F" ®2015 TILTETD MC MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO_ �. SLC'•,'p�^ TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAM B.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, XL at/f0/1S ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE = I L EGO 1 N C. f VLMING JL1YL I GR CORP. DATE SHALL BE AS INDICATED ON NOTES B.1 &8.2 ABOVE. - X ,qJ * ,t, - T� !% ,s„r� TWT 1CSTINO h EN6INEFRMO COMPANYT R UI'- em�a�.Seu,.m a.at�ww�auma,n.vroe MESr PALM MACK FL 3M13 15-014 - 1. ••Q' Rs r(xlex0l-l.'W.Io,Ine1v1-1511 P1h IIW-e4J�Tl1 •T�^agpRlDr.• •` =_'TF.L9Lemma- ...fWNpMa6«.mm ORAWa1M Ne WALT�ATLLg1Jr.PAL em. ///I// , 1E: FLORIDA Ue.M M1E7 a+w. 91FIT 1 OF IJ 4 „ Sow. are- 2941- law, • law, � A.a 1� SS=9 N ]- LSM.ow- arP L��Y ® ,5'I�AT UNDOW ©L— \ �T (TO BE USED FOR ALL INSTALLATION$ 6063-T6 ALLOY 6063-TS ALLOY -rs ALLO -- - MAY INCLUDE PERMR477ONS AS PER (70 LIF USED ONLY FOR INSTALLA770AS 6 ALLOY DETAIL ON SHEET J) 30 FEET OR HIGHER ABOVE GRADE ® ,INTERIOR CENTERPIECE MEASURED Ar 60ROM OF OPENING 6063-76 ALLOY SEE COMPONENTS 20,21 d 22 ON SHEET 3.) 7061' A.TT` .1/r L/JQ' 2R.E• 1961- 2716' a6Y ].0l]- a •$ .0�- aW � � 1 8 .J � gg ` .04Y .OSI • - ZT1J• 2SV- J.lis 26rr 2AF' 6 WALL HEADER - B�'� CEIL111rG BOTTOM SILL TRACKI O ® oY - ®� ALLOY-- -- - ® BOTI'o t MUCK ADAPTER 6063-TS ALLOY I !3ll+l+ TRm�+� 1^' fr- 6063=T6-ALLOY ze6e f2 R - COMPONENT a b t1 t2 a JJ¢e• . oeo 4 2* 5'MAX. 0.125' 0.125 ai d ,OgJ - ti 2- 4'MAX. 0.25' 025' _ 1© 1' 2'MAX. 0.062' 0.062' d Ate. ® RAIN HOOD ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN GUARD (ALUMINUM ANG 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY -6 ALLOY COMPONENTS C �8'am- = 1� FLORIDA BUILDING CODE(High 8 Non High Velocity Hurricane Zone) ENS 0 1015 etc TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mlAa%L� .T" $�r' v\G F - © 3 " 6 CET IL E C O�Kc. FOLDNIG SHUTTER CORP. °"'°"' ---7-D g ® L®CXING TUBES — Tae/nwmEIr PLACE �� DTII ES'' s r _ r,Lur TFSTINa cN01NEERINo coLPulr rA'" 2�'' ese lac �. vsnu 01¢re,M1 s1,rn W67 PUL BF-64 6 J3/1J AT CIENTERPAWS CORNER POST' - �� �F �kAt. ,1 Is-ora ALLOY'- �A'• P���: ED-OM71° "�01"" OMWINO No -- -- WALTER A.TWUT Jr.PP.E. m 28 112-LONG i�ih FLOWU./44187 . was 41EFr 2 OF 1J f�$111111111111\ ' roaATTaF wI i (J)ROWS Of 1 4 R 4 v ,opo . sA7kTCHL ' TG„er�IATiTP ; + I 2-CUP EACH SWE TABLE t: SURCES F OR &OpO OF PNoow($££rABI£T);p0QPrf5 SrANt34YDp' i BB4OpZQNS / vtxcPLASTIC OucJwancav sr LOM to RM 20DAE .: I 000 1 FL- N-J WE87n0 SPECIFIC GRM4F( ASTW D792 dJH3 N/n' 0.043 AN 0fi- 00 WINDOW Meted! ' TENSLE 11D.D STRENGTH ASTM 0836 9.400 a , ��� p.i. 9.500 psJ. �T FLEXURA.STRENGTH AT YEW ASTM 0790 12,500 P.O.T. 13.400 p.e.I. RMIRAL MODULUS ASTM D790 34GODo P.J. 345.030 p.ai. (.-W Dm SwW-/N ENDiz O MAX ; i CE rop�rmM NOTCHED mao ASTM 0258 18 FT-DrJin iT FhtD/te Xa i ; � a� (sETs TABLE 2) SMOKE DENSITY ASN 02843 47.2% 84.5%UM RATE OF BURNING ASTM D833 C-1 CLASS C-1 C �1A USS SELF IGNOION ASTM 31929 1040 T 980 T 2 sur WINDOW SUr HFNDOW 0.060'7NIClY ASN c155 w ' i POLY"wwW TABLE iAV TENSILE STRENGTH AFTER WEATHMNG ASN SM 9302 W. 8840;,JL 1.000- , iNO s TENSILE STRESS BEFORE WEATHERING AST11 838 8481 1W. 888(1 P•aL -MAX(2)WTAVOwS MAY HE W ONE Sur SPACED A MIWMUAI OP 24'APART.*1M12'WPROM £AIDS OF S[Ar TOP&BOTTOA SU7 MUST IJSYAL[Ei7 ALWCEM TABLE 2: SOURCES FOR to FS 4 OR NOR A7 CORNERS OP PRODUCT i4L57NT 7DO4 tDUPANt' I 606 t r' �-t ' A47 ��' x.'e1e R BpOE BLACK NYLON PAM 0^0 o ® £TJ vAR—T j 2A 14" ON p20 scars0 00 sots cRANTY ASTM 0792 0.042 ml r xnuaY ; 060 KN ..,,...,. 0 raw 006 i 000 ; (3)ROWS oP °D ; i e aae0 7EM5[E HELD STRENGTH ASN 38x6 11.500 Pa.L + d FLDCURAL,STRENCDI AT YEW ASTM D790 15.006 p..J. • Op0 i /14'K f10,('k5 i � Lim MODULUS ASi?r D790 450.000 pai O �' FA SPACED t L_.;,._ + �1416,11T9011aY 1 + 1M B01Hr 1 orNaarARNra i ar NOMNED FZOD ASTM D258 0,8 FT-tb/. Ta KW eaTiDM 4008 i TNRECDOTS. ; Eacc ; IIFS; ��'----��' COEFFICIENT OF THERMAL EXPANSION ASTM 0898 3-5.tti i-A-F �i.l �r�ff� FIAMYABIElIY UL u 00" + �+,:! f.7lTAi[`tea/•. FVD wuf YELDNG 1TYPERANRE ASIY OJFIB S00 T m BE LISM AS.w DPWN AOR ALL MWAUAraMSWAr 0AW-ADON UNDER LARGE MSME MY INCLUDE PERFORIBAA6 AS PER THIS DETAIL. -.ACV. (2)HWDOWSMAY BE n4 ONE STAT SPACED TYPICAL 1 A SLAT WINDOW DET !LS YX 24'APART(AW`EVERY 10 S,AISA W O VIEWING WINDOW & 1 2 CLIPS TYPICAL ALTER1-1 NATE P> RFORATED (SMALL MISSILE IMPACT) V (1)SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) FLORIDA BUILDING CODE (Fllgh&Non High Velocity Hurricane Zone) 0ZDT5 TV=MV- TITAN LI FOLDING IMPACT PROTECTIVE 'SYSTEM 1cEr�sF _ _.. FOWNG SHUTTER W. o3�to�,3 I�E C O t��.� �A a / : t TIWT TESTING Q ENGINEERING COMPANY 7009 HENSI RET RNC M*: ave.car.xe. 9,ate.,wvn.aRn�n rte,s1,en WEST PALM BEICH.FL 3413 15-014 TE QF r a ""'+t 'i:iY.motw- .::11300-643-0371 EB-OW6719 B ALt°'0011 nRAMNO Ne WALTER AJr.P.E a+unoit ae M.:r t.Acrtw a.. FLORIDA U�44187 L.u,u.N1\�tt1 ®, ®+ A 2 or W/ O .�6 OR @ 4 G 5 8 (2) d zUSE (2) AT 30' 5 ♦ 2 ♦ NOTES ON®& LOCKING TUBES®AT 04& o SQ. O.C. FOR PANS In w UP TO 99' 1.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 o I .USE(3) 6S AT 30'O.C. FOR SPAN LARGER SPANS SPACED AT 30" O.C.AT SCREWED N. COMPONENT YAY BE INSTALLED INTERIOR OR EXTERIOR SCREWED lri TAPPED ENTERPBiCES In THAN 99•UP TO 144' 4QOR 6Q. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. a 2. (2)LOCKING TUBES SHA ALWAYS BE USE13 TOP&BOTTOM AT PRODUCTS CENTERPIECES 4 OR S AT ALL IHSTALLATK3N5. LOCKING TUBES ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. * OR S (2 1 1 1 SEE LIMITATIONS FOR®ON SHEET 2 1 1 ` END CONNECTION DETAILS ON SHEET 9 TMP. FULL HEIGHT.FOR 6 O O+ Q O+ C 6 ,®+, �� , CONCRETE,CONCRETE BLOCKKO OR WOOD INSTALLATIONS. O O O © ' O+ 9 + 10 9 + 10 + 1 UNLIMITED W! T1 TYPICAL ELEVATION N. T. S. 46 NOTE; SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A & 78 ON SHEET 7. / SEE SECTIONS 1W & 2W ON SHEET 10. SEE SECTIONS 4W. 4AW & 7W ON SHEET 11. `����P .TIL.T Jr��' FLORIDA BUILDING CODE(High &Nan High Velocity Hurricane Zone) SEE SECTIONS 7AW, 7BW, 6W & 14W ON SHEET 12. 020`15 MUM INe. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM "A" - c 067 t.*= 03�10�15 IL ECO�Ne. FOLDING SRUM CORP. DATE EurTR1JT TESTING 8:ENGINEERING COMPANY 70e9 l6.16I�ET PT/Il .�'. �� N..am+.sE.va w,w�aA oraos n.ST,ee WEST PAD!spiral.FL Gaga15-014 pWu 141m3�1-lt b Po.,(]05yJi1-1111 PN:IUbvo t-ea31 �4 O '•a\`\Q rma®tOtem6aoI= ./d�p/NCsamn es1MM0 Ne m, e WALTER A.OM Jr.RE e�A FLORIDA UC./44187 .,nw. SHEET 1 Of 13 11 POURED CONCRETE OR CONCRETE BLOCK WALL ION 17ED, _ OPTWNAL RAIN HOOD (NON-AL RCN MOOD RED. EIE % TRIM(DECORATIVE HEAD WALL (SEE SHEET 13)�•r O.o60•THIGH SS- (NON-SIRUCTURAQ (NON-AL t RQLIER HOUSING /y I 2.5 MM. MIN. E / MW. ED. (2)I'MON Cammictim C2 RAIN HOOD ROLLE RS 0.855'0(ITP.) (SEE SHEET 13) j .p (NON-STRUCNRAL) 110:3'SS.SNS.W/ q CJ73•LANG NriDN J/18'ALUM. _W 3/16'ALUM.POP RIVETS. 1 BUSHNG W/A 6.150• COtO: POP RIVETS, i r O 18'D.C. (2'at'MAX) c LONG TOP SECTION 0.500' 0.15310.270' O 18'O.G 1/4.0 TTW BLHLM O.D.AND 0.245't.d.ANO mO.030• lAF'CIXI W/AINPNCID 0.227,'LONG BOT10Y TEOWOLD61 ACTION OJ20"OD.AND W4FA�MER UIR F'OIIRID CONCRETE 1 TO CRASS ON OAR V4'0 ElOD 0215'Ed. STRIPPNG EA OR CONCRETE RTE Q' CgSo61CRON PRODUCTS I '0&I'TEK (�.) �� •) T or WALL REDNRED. ( 5a1mu� T or z��j �jE-fUEX W/1 3/4• SCREW /"-20.1 s/16•ALllM. ON SHEET 13) I S.S.us WITH NUT d POP ®t 0 1 eI� MRL ENBmAQtT O 6'O.O. WASHER O 4'O.C. O 1B'OG. Rt N i 1 or 1 p7 POURED CONCRETE 1 I ®t OR CONCRETE BLOCK 1 1 MDL SEPARATION WALL RPDlRREO. I or ONoTO Cuss Or ® I I N SHEET 13) ..®t 'w t h NM. ASTIDN To1xGLASS POURED C RCEDORO ioac • , (ONE WALL Rt:CUgm. % I LE ON SHEEPHEET 1 1J)) I or (SEE SHEET B 1/4'0=1 TE< ®t % SCREW OR 1/4I-2011' •z j/ I Ss YS WRH NUT h g / 8 4 I WASHER O 4'O.C. 11D.3.5s S.M.S.W/1/2•r T term4N N A DW 3� o Z' at'LANG MOAN BUSKNfS iMEFJDFORLI tECHNOIDLY od.SHEET c1 / tiro.BOTTOM),All°'/`• WALL FACE MOUNTING INSTALLATION Gors06,cna;°rRo°D°Dc`'rs° I 13 " (SEE Sk7EET:7 13) L0T1G(1)'P•TOP).EXCEPT AT ROLLER F10USBIG(IMP.) CRETE-FM W/1 3/4' I (2.04•MAX) SECTION Z MIL EMBEDMENT O 6'D.C. I WALL FACE MOUNTING INSTALLATION �50N SECTION 1 /n SPAGNG A 227 GROUTED BLOCK REWRED 1.000' 2500 MN. (LRH.fe-.G= �N• ED� E7mTNC NON STRUCTURAL WALL TRM(DELOROw SRL) O ANCMOR SPACWC STAGGERED ANCHOR C G DECORATIVE WALL TRIM TRAPPED DETAIL FOR 6 MOUNTING INSTALLATION SECTION-3- INSTALLATIONS ECTION3INSTALLATIONS DETAILS INTO CONCRETE u MAX.A.S.D. DESIGN PRESSURE RATING= +65.0, -90.0 PSF & CONCRETE BLOCK SS���11 I H`i //�Arri� FLORIDA BUILDING CCDE(High do Non High VebCity Hurricane Zone) SCALE: N.T.S. �Q•:•' ' E "•. J,9�� ®2015 Il3600 INC. TITAN 11 FOLDING IMPACT PRDTECT,VE SYSTEM °RF1XN B^: �,\C NSF••.,. NOTE FOR COMBINATION OF SECTIONS_ * E.D. =EDGE DISTANCE ? as/t0/15 1-MOUNTING SECTIONS CAN BE COMBINED (SEE SPEC�1CIq'IONS OH SHEET 13) IL EC O�N-. FOLDING SHUTTER CORP. DATE IN ANY WAY TO SUR ANY INSTALLATION. ',a TILLIT TESTING d<ENGINEERING COMPANY W�p FHEMSTREEr L aim qtr.am.rA.cr.aoe.Wmma mAmrs.ti avec 15-014 A'• ���? pn.,LFmle+t-Ian.Ymi•(.m1n,-�av PH, /dd 13-A1 mat:fOMmOonl.mM rr�• iqm.4d,ulle0.eom DRAWING Ib f SEE UMRATIONS FOR®ON SHEET 2 ��••' l�P''• �� WALT!®Am,.R713a P.E. �o .n a•.r ew $�' 4� R UA U2/44167 was SHEET 5 OF 13 pI 111111I111 1/4'0 a 3/4'TEKS SCREW OR 1/4•a 3/4• T BOLTS W/MRS&WASHER O 6.O.C. 0.060•THICK SS. I T I KIN.SEPARATION POURED CONCRETE OR ROLLER HOUSING I INN.SEPARATION I TO CUSS ETE BLOCK WALL r—(SEESCFIEDUIE (SEE St2fDUlE 1 or WR�D OP ION&RAIN HOODLASS __VA ON SHEEP 1J) WP✓f4F7:I10A104=; EO. (NON-STRUCTURAL) ; ON SHEET 13) 1 T ®T & 510.3•M sus W/1/zti ® ALTERNATE J/16'ALUM. AOP RIVETS 3/16•D.C. POP MIE-IS O 5.O.C. LONG NriDN BIAHR76 POP RNE19 O 5.O.C. ATP I (Typ.TOP)AND 1•LONG(iyp. AT REAR. BOTIWI),E](CFPT AT ROLLER i/ HOUSNG(TYP.) I I r--�� (2)NncN '�-'�^ I n s I 7 • ROI1F7L5 I n 9 I ^ EO1$•ALUM.PCP RIVETS O.liSs•0(InI-) (` 3/16'ALUM.POP RIVETS I [7W3/10.O.C.BOTH SIDES b O 10.O.C.BOTH SIDES s LEGG& E 3/16•ALUM.POP &AAN g RIVETS O 18.O.C. ORIENTATION /10 W/IT 0.373'LONG NYLON 1R,0,1gya MIN.REQUaleIRED PLYWOOD BUSHING W/A 0.150' I INN SEPARATION 0270•.0.030• o REQUIRED PL11V000 S 1/2'MIN. REQUIRED LONG TOP CfON OSOD•I TO GLASS ULTRAFAB . O.D.AND 0.245'Ed AND WEIGHER '1/4'0 TAPCONS OR 0223•LONG BD71ON (�SCHEDULE STRIPPING EA 10r 9 OpETE_ 1 1/4'TNRU BOLT W/ SECTION 0.320.OJ).AND ON SHEET 1J) SDE(TYP.) ®T 8 ANCHORS S'O.C. WASHER NUT O 10'O.C. 0.245'La. Q 1/4'WAS R& BOLT W/ S 1/C 0 TAPCONC O yl POURED CONCRETE OR WASHER&HIIf O 5'O.C. CRETE-FLEX 1JJGiOPS 6'O-C. CONCRETE BLOCK WALL I Or REOI11Rm 2'.4.OR 1SiS511/B' POURED CONCRETE OR ALUM.1ANC.lE OR BENT6063-76 PLATE KIERHATE 3/16•ALUM. ®T 6063-TO CONT.ALUM. CONCRETE BLDCK�ED POP R14ETS O S'O.G AT STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 d � ��� JMAX.A.S.D.DESIGN PRESSURE RATING- +66.0, -66.0 PSF MAX.A.S.D.DESIGN PRESSURE RATING= +66.0, •-66.0 PSF ul • I ^ 9 3/16•ALUM.POP RIVETS OI MN�FPTION . h CLASS 10'D.C.DOM SIDES —(SEE SCHEDULE ON SHEET 13) / ESS I ALTERNATE LPG 1 Or aS w &ANCHOR ®T 3 O- 0. ORIENTATION CIN NEMICI E G7 ALTERNATE LEC (SEE SWEET 13) &ANCHOR ORIENTATION 1/4'1 a 3/4'TEES SCREW W/ POURED CONCRETE OR 6/8'WASHER OR 1/4'a J/4• ZI CONCRETE BLOCK WALL. 001X75 W/NIRS ffi 5/6'WASHER O W ) •� I` REQUIRED 4.O.C. `� a BUILD—OUT FACE MOUNTING INSTALLATIONlb SECTION 4 csEE s1,E4,;� o LTE. EO. 1/4.0 a 3/4•TD6 SCREW OR 1/4'a 3/4.801.15 W/NUTS POURED CONC EIE OR &S/B•WASHER O 6'O.C. CONCRETE BLOCK WALL INSTALLATIONS DETAILS INTO CONCRETE mum & CONCRETE BLOCK BUILD— T FACE MOUNTING INSTALLATION SCALE N.T.S. 6q%qffip BOTTO FLORIDA BULLRING CODE(Kgh&Non High Velocity Hurricane Zone) ;. •,.•�•••••.,• d�� ED 2015 M1EC0ING TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN NOTE FOR COMBINATION OF SECn014s: 711 ya \CENSE••.� y AO•ALL /10/15 E0. -EDGE DISTANCE i- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) FOLDING SHUTTER CORP. D'DATE IN ANY WAY TO SUR ANY INSTALLATION- `S ) TTACE DATE * TELLPT TESTING&ENGINEERING COMPANY WEST P Fl.33413 aeb a.R uaaM.R.Oe.L vea:wR n aloe 15-014 1 SL-E LIMRATIONS FOR©ON SHEET 2 A••, ST Q ���` R`"'•C�)/n-1610' Eemisil Pit t6OD-e4J�371 mat Nteeo&Od.cam •w.fe101tpdnRemran DMMNO No EIR-O"719 i �-- WALTER A TOLE Jr.P.E. 0°a FLORIDA Lie.If 44167 •x^ a MEET B or 13 1Ih ' lltIIIEIIENENI •NN.ED. POURED CONCRETE CO NE171IpI C3 REQUIRE (SEE SHEET 13) 0.060•TNK:K SS ROLLER HOUSING OPi10NAL RAIN HOOD (NDN-STRUCTURAL) 5 (2)NYLON IOcI•S.S.S,Y.S.W/1/2Y ROLLERS 0.655.0(iYPJ n3/;•LONG NYLON BUSHINGS (TVP-TOP)AND 1'LONG(w I 8 Haiti n.IXGEpT AT ROLLER HTRNSNc(rn.) 010•3•S.S.S. W/ C.373'LONG NYLON 3/16'ALUM. BUSHING W/A 0.150' POP RIVETS, I LONG TOP SECTION 0.500• O IB•D.Q. O.D.AND 0, .I.d.AN CONT.0.163•x0.27040.030' 0223`LONG BOTTOM UL714FAB WEATHER SECTION 0.320'O.D.AND STRIPPRIG EA SIDE(TVP.) 02�;d. .^y / Or q5q ®t .@ MNio�� ®1 mU 1 LRL LAW-ON � �(ON SHEET 13) ro cI Ess (SLE SCHEDULE / Or 1 MIN.SEPARATION �a ON SHEET 13) ®T 1/4'0■ I'TEX SCREW OR 49 . TO GLASS �B 1/M-2041•S.S.-S WTI" (SEE SCHEDULE ! Or I OPTIONAL RAM GLLARD NUT k WASHER O 4'O.C. �ON SHEET 1J) (NON-STRUCTURAL) I 7 ®T ALTERNATE 3/16•NEM. Pop RNM 0 W O.C. OPTIONAL RNN GUAAD AT REAEL I (NON-STRUCR11TAl.) ^q a Y I g q ALTERNATE 3/16'ALUIL 8 ALTERNATE LEG •� 3 POP MvEis O 5'O.C. 'S LOCAnON WTIH AT PEAR. . •�Si 3 3110'ALUM.POP RIVETS ANCHOR d coloom ON LJ 9 O 10O.C.BOTH SIDES - (SHF sHttT 13) 5 /10'ALU-.POP RIVETS O 10'O.0 BPO SIDES EDGE OF IF EDGE OF ANP BPl1CABlE SLAB F POLNED CONCRETE r APPLLGBLE j REQUIRE �(SFE��.SHEET'13):= POURED CONCRETE �— POURED CONCRETE / RETWRifD. •MIN.ED. REQUIRED f�IbN m •MIN.E0. •MIN.E.D. (SEE SKEET 13) •MM.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS _DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. ` y� AAAA FLORIDA BUILDING CODE(High k Non Nigh Velocity Hurrieone Zone) ,,.""'•• 4� 02015TLlE00ING. TITAN If FOLDING IMPACT PROTECTIVE SYSTEM DRaaf1� NOTE FOR COMBINATION OF BECKONS; * E.D. - EDGE DISTANCE `��P.• F 1- MOUNTING SECTORS CAN BE COMBWED (SEE SPECIFICATIONS ON SHEET 13) 03/10/15 IN ANY WAY TO SUR ANY INSTAL LAnoN. HOODING SHUTTER CORP. DATE TILER ENGINEERING COMPANY 70119 H •EUTEET PUCE TESTINk ENG *t3�i - ave NR mu 0w m awo c n.mlae WEST PALM t1-M n 53x3 15-014 1 SFE LIMITATIONS-7R7@ON SHEET 2 Z A•, 1T"' 1°rrI'M 'b"Imt)ro'-'11 .I60x-613-6371 � mat: OD067 ed.eom aw.lddhpMNAlmedn DRAWING Ne EB-A.T 1719 mann WALTER A TRN.7r.P.E. •Y \ FLORIDA Uc/14167 W¢A a SHEET 7 OF 13 ME �//uiE�11111�\\t 'POU Me txWrnEle on C"oo m txwaTE awe UK SPAN ll>H Pet SONFItar ODQE u HOMES (])PONS OF 1/4-0 TAPC06 X X A%,=III`?)(SEX SCHIMUL) TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) Ie) Ile.a/a•TomSo ------ — ----------- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS AY a•as Ltrxr.TnOFnui. 0 0 0 0 0 o MAXIMUM SPAN LENGTH EA END PER END OF TUBE TUBE PER SCEDLLE -- TUBE PRODUCT wa�-"ALLOT o 0 0 o SIZE TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM o.0 /ren SPAN t TrP., .7/a'TEx Saar er _ 6•oc !� TUBE TUBE TUBE rkea Yrr> N'er Yom• 60" 106.0` 13 8 5d'I tEwm St/a i tEHQ111 I Y1PLaactzrJ �ANOE 2"x4"x1/8" 96" 85.0` 17 10 AuuE144" 69.0" iJ 8 (m. 80" 117.0" 17 10 31'r`i/ IBM '--T- ®t 2"x4"x1/4- 96" 110.0" 21 12 mel-tt AW1L uaL a 1/x• (�SCHODU.) Ot d m n("•) 144" 91.0" 21 12 1 sm TOM 80" 109.0" 17 10 MICAS EL>tiAT10N(TUBE AT TOP) 2'x5"zt/8` 96" 100.0" 21 12 SPAN TUBE M_QUNnNG INSTALL_ATiON SECTION Y 144" 1 81.0' 1 17 10 Svc x.rs SPAN TWE a t/2 tel 80 124.0' 121 12 m Ow.) 11r 2"x6"x1/8" 96" 114.0' 21 12 O* 144" 93.0" 21 12 fa I 71a•ar 31.Y a fa YN'ar 3'd•n *VALID ALSO FOR MIDHDGHT TUBE INS(WIAMON ONLY WHEN THE SUMATION OF THE rw 7�Q11/a1 lF)14TH Pe 9 I r 91U(1ERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN 'Nm A/ifm.ASE SHOWN ON TABLE 1. SEE samlW ISM samnq ,I Y Yyy3 TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) n i3 3N MAXIMUM T 1/ay x t/o TEx y�r o 0 0 o TUBE PRODUCT ALLOWABLE TUBE REQH ANGLE NUMBER OF ANCHORS a r az ———-—— ——————— SIZE SPAN SPAN LENGTH EA. END PER END OF NBE N'ar 75�Y ar — ------- �— ----- J�Q'v1/av IDWTII �TS eO -- �ala.E 60" 76.0" 13 12 (e)1/4•.7/a•Too Spurr SP N 11H PEA SCHEDULE 2`x4"x1/8" 96` 6.0.0" 17 15 eMeo•,aut Ar Y Oz,crnnimlair. a•Mrowa OVPJ lV saw 144" 48.0" 13 12 (0 wxs a T/aY APoue ��p 80` 87.0" 21 18 BICOKRA,L wren AIa7f0fa(TYPJ CSE somal TYPICAL— Em&m a-E AT BOTTOM) e:loAu TN IRE MOUNTING INSTAI!ATION 2'x4"xi/4" 96' 79.0' 21 18 SECTION Y svN 144" 65.0" 21 18 (e) •a tOwo.1/a•.7N-Toa S=-Tar YET•x.rs IA ;4M e. Q 3101t/a• 80' 77.0` 17 15 AT Y as III Cabo LLLY. tacm BOAT-TeµIAL ANON 1'r ,/P TIP. a oft C6TE saEnIiIE7 a 2"x5'x1/8" 96" 70.0" 21 18 ROOM J T 0 ®t 144" 57.0" 17 15 80" 88V 21 18 OTB M 2"x6"xl/8" 96" 81.0" 21 18 144" 66.0" 21 18 Z Z 0 0 c n INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE /,..�/a TO scat OR GROUTED CONCRETE BLOCK WALL acso•taat •e•ao. 0 0 0--------------0 O O SCALE:N.T.S. (g sooulEJ — ———— 6oaT To�� E O O O O 0 0 �µ MAX.A.S.D.DESIGN PRESSURE M71NC-t72.0 PSF ,•,,317•v i1/a• LIENOI/xa"gym FLORIDA BUILDING CODE(High& Non High Velocity Hurr(mne Zone) ALUSL ANGLE Ia* (SmsaEuxE7 ''`�GENSF'•.9 4� ®ifs nLtfzo INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM �' o* IL ECO�we. FOLDING SHUTTER CORP. 03/10/15 N(R✓OR Cd1Oa'IE • 711UT TESTING Q ENOINEEMNO mYPANY HEUSTFtEEr �� o<o0I ruu IRAMm 7;,•:75a• 35a1t/a• tan xa.�.st.rn See. y uuec.n.p,ee WEST PALM BE101,fi 9 fa 15-014 (s)t/a•.7/a•TM soar IDIOM em-To Aux ANaE 1YWCAL ELEVATION (MBE AT YIONEIONTI ty Ri"".(703p1,-1eSo.rm:fSmlerl-tm, Pik Teoo-M 3-evf AT z'`as lONO1NdxN1Y. '(��ul --�E�Et3. �O !� .�fJ`� -tne12 Olt—OBl. ffl �'I./tldlnpMuMe:e.mm OMMYO Yo ORIF a. SPAN 1LME MOUNTING IMAM= .... � WALTER A Jr.4`7 SECTION Z T SEE LNIrAT1ONS FOR(2 ON SHEEP 2RORIOA lle. 441ww SNRT a of 13 1 • 1/4••T 1 3/4• MIN EO. TWC°NS/CIEIE•ilDf (SEE 9EU �k7R51At0 GLASS ANCHORS a 1e•O.. 133 STING STRUCTURE IDN.E.D. 5756' DUSTING (SE STING (SEE SHEET 13) 57D1�mma STRUCTM 131L 1 31CO THREADED MOI / \\ POP RNETS OR e CFNI E FOR Tocams/CIEIE,�FLEX 1/{i J/{•TENS o 1 61 ,e•a.c. 1 1 1 / AN0R5 o to 0G. � Z 1 /I U'PCP\ 3 1 or I or �t or �t OR 1/.sJ/.• or I Toa a,r o.c• WALL FACE l END CONDITION1 G.v 90.0 2 sy 90.0' 90.0' a/tA'Pro auras Oa \ �/ 8 4 SHAWN 1/`'''/4-Tma 18'O.G / ) OR 5 r— (�CR MN,) (x)®030 e J, EXTERIOR (2)©0 3C O.C.a NDSPA . IIDSPNI FOR TO 6Y SPAN a(•11JOr5)e yo• mAx 3D' o.a oUP rEK HORIZONTAL SECTION 20 °TOI"-SPAM 18 S�'MV��- SCAM WAY BE NS7Al1ID arVERS DaBRON) aOEWR OR DGEILOR) Ems) HOR¢ONPL SECTION R71Qeg2ORE amm) OR RVEIS 2•F2'vt/e'CONE.{ wr vux AT LAST sLAT AT TRAPPED owAUAmis 4 OR 5 sow-T6 Nim Amok 4 OR•,Lr I ' TAP—/CRM-FM SHO /QME-FM SHOWN t SEF U6((=W FOR©ON SHEET Z ANCHORS 1es O.C. ANCHORS o 15'O.C.TO \ 3 DOSIING STRICTURE 10 OWING STRGCIURE BUILD—OUT ultl. END CONDITIORVS CHR 1/{',3/{•Toa OR o�7RNa sRIIOtINE .END LOCK ANGLE NUTS oa12{{•oC. "/ END LOCK ANGLE NOMCHTAL SECTION HORQONTAL SECTION NOTE1 / v 3/4'TEN GONE.AILIRWY BDRf ANGLE SCFIEWS A ACHED TO ONE ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR CDMD =E a s'O.a INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE®. A (2) o]o o.a o SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, SPAN(3) o R.W. 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED 0.T o 4'SP FOR UP 10 iM'SPAN(TtE1Up INTO R WITH A 0.120• o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH G Y BE A 0,200" LONG BEVEL-TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 4 OR 5 Drawo OF THE TIP A SQUARE. 0.475"x0.475"x0.085'THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE �5 ALUMINUM LOCKING TUBE A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE NF4� SHO (1)PIECE, 1.375" LONG, A 0.366"4.368"4.630' 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" � OExim )R 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 1 (MAX) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. �FxRE'm�RjR 4 OR� SHO% ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL `�Ad1H1A 1`�� TI / HORIZONTAL SOertw 4`k�' '•• •CC/TF/���� FLORIDA BUILDING CODE(High&Non Nigh Velocity HurrfGone Zone) cul END INSTALLATION DETAILS INTO CONCRETE, i w2°1s,n3oro mc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) E C o ENC. FOLDING SHUFIER CORP. d°Ej5 • TIIllf TESRNO&ENGINEERING COMPANY 7089 IFPS RE:T IUM T4 Rom Nr.Reu, se.59e 1RianA 9N6M.n Alla 'NEST / '� i+.,,R faaTe,t tnTo'.ro„fnskT,-taT1 PAW180B0E-OC 31341 —014 PH. 7 15 It UK.67aeCod— vw.FN®Md ttern.mm DRAWING Ne Cv \ MTER A.n111 4'P.E "a FlDR+OA Ila E 44167 m+a� ®� SHEET 9 OF 13 2'x 2'x i/e• - ' ALUAMN ANCLE .•FRR SCT:. 4• TET,A q (2)3/19'POP 16WM - YY2'%1/6' EACN LEC OF Y.r AL2i4tlNM AW.XE ANOLE AMME LEC MAY FACE AWAY A=OPLNNS (AS q"N)OR TRRARIS d OPEIw NO A M"M FMOM W NOW ;TaBOn4 e g u=-OUT MQUmT LN FM SECTION 4 SHEET 6 (2)3/16'POP RIVET$ I"LEO OF 2'1Q' ANOE ALTERNATEUNE EXTERIOR ELEVATION ND ILL AND BOHEAD TH IDES PLAN VIEW A—A OR eo7N = OF PRODUCT (2) +/4'•%�/. !' = OPTIONAL SIDE ANGLE WTOM L l'uuaE m1�+/2'%T 1 ANOLMi0a a°-2• (FOR sEcnan..srlTfr e) MBE BOt1oN OR TO WALL(2 RE 0M) �V4;. E -M4E ATNOWpCWDNilS SLAB 1/4'f%1 3/4' FNO RECFS MAY BE FW a 1woonj6.Oc -„p 7h 6•POP T3=OR 1/4'%J/4'-nxs FX6[IhG SRRJCIIRE s 6 Tr D.c. g I/2 M%4. F CORNER. POST' m ISOMETRIC `` ;t, r: of DDNDREm SLAB (1nT.AE TOP ANW BDRaL StArE) ry n EM MAY BE FIAT OR L TWO A L TRAPPED END CORNER POST CONDITION WZ FLAT END NOW ONTAL SECTION FLORIDA BUILDING CODE(High&Non High VeIDCity NutdMne Zone) END INSTALLATION DETAILS INTO CONCRETE '�''' �`°�"sF '• �''- ®�°'B"'°`°"� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM No.44167 CONCRETE BLOCK & WOOD (AS APPLICABLE) �� *y IT�p FOLDING sHUTFER COW. DATE "WY TESWNO Q ENrINOMINa COMPANY TOeB NE1ASTTEET PIACE '{smor�N.�oaaalttm -'ut PN:teOaati6m )5-014 ®-ODD8719 AF41°0Aj TWO No WALTER A TIWT Jr-PE e%r eoeem uW sx.r emnQ m[ FLORIIIA U4:/44t67 .vw.. a SHEET 94 OF IJ y� Isla WAlI FlNISH OPTIONAL RAM HODO .�•` (NON-STRUCTURAL) WAIL FT1L6H t: 0.060'7Tilf:1C SS if0A3'S5.S.N.S N/1/2Y x7/4' �Q rtl' g ROLLER HOUSNO ARp 1'IDNOfIUSHNGS(T1'P TOPIX k-AAT ROLLER F10US�RIC�(I1'P.) • 0.060'THIIX SS ROLLER HOUSING OPTIONAL MN HOOD (2)MTAR (NON-STRUCTURAL) RG LlEAS 0.9SY4(1YP.) 6 I r. 2'x4'CONT.W000 I 3/16'ALUM.POP ' 'HEADER REOb. I /TO x Y 55.SNS.W/ PoVllS,0 IB'O.C. _ 0.773'LONG NfION CONT * QQ �°-''•�- 9USTINC W/A 0.190' 0.193'x0.270' OONETTIION C1 LONG TOP SECTION 0., ".(M. 0.0.AND 0.249'I.A.AND uLLRAFAe or I 0.223'LONG BOTTOM SECTION 0.320'0.0.AND STRIPPING EX ® t 0245'I.A. SIDE(TYP.) 7 c 3/i s'ALUM POP ( •) � <W s'o NETS.A 19'O.C. NINT 5�5 ON 2S HEADERT.REO I ATO GTA55 ON �I�! �(SEE ON SHEET 13) ®or ONSTIEET�13) ®ULEor R t t 2"W CORT.WOOD PLATE REM i 5 WALL FACE MOUNTING INSTALLATION s a SECTION 2W (TOP) ;;;' DonFST1Ta1 L7 T�• WAIL FINISH WALL FACE MOUNTING INSTALLATION_ SECTION 1W INSTALLATIONS DETAILS INTO WOOD ,\ NLLUIHT1�AA', N,TIL � FLORIDA BUILDING CODE(High & Non Mgh Velocity Hurrieone Zone) t SEE LIMITATIONS FOR®ON SHEEP 2Q.•;• ENSF••.,: '-� 02015IILIECO Nc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM NOTE FOR COMBINATON OF SECTIONS: E C O INC. FOLDING SHUTTER CORP' �/1015 DATE 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO 1- MOUNTING SECTIONS CAN BE COMBINED = ; = 7060 H067F IT PLACE BE HAVE A MIN. SPECIl DENSITY OF 0.46 OR EQUAL Harr TESTING&EHOINEERINO coNPANY WMt PAW IE/tJi R suf3 IN ANY WAY TO SUR ANY INSTALLATION. C3 ,/FSS! eTA NF xr.m.a.aoe,Mrow DNeoDt n.A.m 15-014 A`'• (]C11En-16W.Fm� LYAp11-IAT Rt 1900-61-0711 ®fiT .aom xwldAnphufte—n Dill No WALTER -0006719 ALTER -000671G A TIILIT Jr.PX- °� ear mewu DATE FlD18CA Lk:./44167 ww SHM 10 Of 13 1/4-0.3/4'TENS SCREW OR 1/s•x 3/4' BOLTS W/NU15 h WASHE71 O e'O.C. 4"4* .)EMSTING WOOD BM RMURE0.STRUCTURAL ADEQUACY w� OF EXISTING WOOD Brwu TD BE CER11FID BY REGISTERED ENGINEER OR AIRCHTTWr PRIOR ,,,.. WALL FINISH .0.060'THICK SS I T SEE LIMITATIONS FOR®ON SHEET 2 TO PRODUCT INSTALLATION.ROLLER HOISNO 214-CONT. C4 wooD,HEADER OPTIONAL RAIN H000 NOTE FOR COMBINATION OF SECTIONS: REO•D. Ory; EQ. E0. (NON-SITTUCNWIL) *)� 1- MOUNTING SECTIONS CAN BE COMBINED /1Ox3'SS.S.Ys.W/1/2.0.3/4' IN/1NY WAY TO SUR ANY INSTALLATION. �t cs— LONG NtTDN,BUSHINGS Cr;TOP) ,T AND 1'LONG(ryp.BOTTOM),EXCEPT ' ! AT ROLLER HOUSING(TYP.) ' 1{Q OPTIONAL RAIN HOOD �W ????^'.' ,:; I (2J mom ' 1- FOR WOOD FRAME CONSTRUCTION•WOOD MEMBERS TO (N°N-SRtucRrttAl) ., I. RELIEK/��.p BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL �,a I 1 1 I-I IDDS9'0(TP.) r 3 I h-- ---.�-� 1 it lill I II r��TT 3/17ium I II._J _� 8 POP +10 3•SS.SMS.Wf 0.373'LANG NYLON J L__.,.- BUSMNC W/A 0.150 LONC TOP SECTION3/19'ALUM. ALTER LLOCATION COM.ATE LEGO I0.500 O.D.AND 0.245'W.AND°223'LONG I POP RIVETS. I (SEE NOTE•) 0.16110.270'00.030BOTTOM SECTION 0.320'O.D.AND 0.245•I.d. O 1B'O.C. STRIPPING EA.SIDE ) ''PITO GLASS SEPARATION' IDYP') I 1 or®tA (SEE SCHEDULE ON SHFfT 13) 9 I / or®t J� t� MN.SEPARATION I s1 MINTS N W, (SEEHEET 1GLASS 13) m ON SHEET 13 1 Or (SEE ScHaDu SHEET J) 1 or®t ) ®t '� I I 1 or® t � ALTERNATE 3/19'ALUM ALTERNATE LLT 3 OPTIONAL RAN GUARD pop I ALTERNATE LEG AT REAR, O 5'O.C. i I-r-1 -- SEE NOTE LOCATIOH•) (NON-srR ICTURAL) LOCATION i ii LL J 11 ���/// r-T1 it_ (SEE NOTE`)-1 Imo_____ II-_ I I ALTERNATE 3/19-AWN LL JJ j i �`i4 I ______—a ___r.I I I POP RKETS O S•0.G AT REAR WOOD PLATE.i n 9 9 3 t.+,+-•.L'w.i+_'. o 8 'a. �} REO'0. r I It .Nd 3/1B'ALUM.POP RIVET' a 3 0 10'O.C.BOTH SIDES Is r I 9 .3/16.ALUM.POP RIVETS d _ O 10'O.C.BOTH SIDES EO. EQ. 2'x6'LIN.WOOD . Ak� DECK REQUIRED 214'COM. I 1/44 x 3/4'tM SCREW (NO RNISH NJ.AWED) 1/4'0.x_3/4'tE16 SCREW WOOD RE0TE 1 I OR 1/4'x 3/4'BOLTS W/NUTS ^ W/5BWASHER OR I'1 h 5/B'WASHER O 6'O.C. i/4•x 3/4'SOLTT'W/NUTS do DDFRFLILDFE C4 1 s/9'WA9/ER O 4'O.C. 2'MN.ED, 2'MN.LD. © WALL FINISH WALL FINISH BUILD-OUT FACE MOUNTING INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION 4AW OTTOM) SECTION 7W ` \A`gE1111A1111�1yApA FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zane) a•ALTERNATE LEG LOCATION AND ANCHORAGE 70 WALL SHOWN DOTTED S�;•''��CENs••' `�q% ®2015 TILTEOD INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEMr""' N. /10 INSTALLATIONS DETAILS INTO WOOD IL ECA,. FOLDING SHUTTER CORP. 03DATE'° SCALE N.T.S. a Tk 2 7059 HEMSTRMr PLACE TIWT TESTING k ENCINECRNO COMPANY -�'' S•'f - !]D!Nt/. 9�610 m!.OYaaAI OTOOIi R Slr® WEST PALM 9F-043 R.33416 15-014 90.E. A �Q Fa+ L�N1-Iso.r 1001mt-1N1 PIE 1RO0q ftftt 437t ES-0006719 000671lol.cam r.a/d4ngWAtsa.mm ORAWINO Ne ALTERPLORIA., �1K187L �sm .,nd~ m s1REr!1 OF 13 noun MN.SEPARATION TO GI-ASS SEE SCHEDULE MIN.SEPARATION or ®t & r (ON SHEET 13) ro clwss (SEE SCHESHEET 3) Or ® ' ON SHEET IJ) W IM OPTIONAL RAIN GUARD I (NON-STRUCTURAL) a 1/4.0 x 1'TER I ALTERNATE 3/16'ALUM SCREW OR 1/41-20•x1' POP RNETS O 3'O.C. S.S.MS WOH NUT&� 7 AT REAR. m 9 WASHER O 4'D.C. r 1n 43/16'ALUM.POP RIVETS n O 1O'O.C.IRORIR sum • EDGE OF SUB � •rte �{ F APPUCAMMZ _ EDGE OF SLAB ALTERNATE LEG hl Q e�`j l•AIfiL7CN Q _ F APPLICABLE ANCHOR LOCATION F rj (SEE NOTE•) 0 ' _ 2'x MIN.1 - DEC K ED REQUIRED (NO FINISH ALLOWEV) CION ELT1011 Do EDGE OF 2'WN.ED. . SUB IF EDGE OF 2'MIN.ED. APPLICABLE _� SLAB IF. AIPPUCAEftE T SEE LIAUTATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION -_ SECTION 7BW (BOTTOM) i WN.ED. 1'MIH.ED. NOTE FOR COMBINATION OF SEC110N51 2'x6'MM.WOOD- DECK OOD - . DECK RFDUIRM 1- MOUNTING SECTIONS CAN BE COMBINED (HO FINISH ALLOWED) IN ANY WAY TD SUIT ANY INSTALLATION. MIN.SEPARATION FLOOR MOUNTING INSTALLATION PLAT CR@p WOOD (SM Sqi GLASS SECTION' 7AW (BOTTOM) ' ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1 (])5/16'0 IAD 2' - WALL FlNf91 SGtati�A15 WN 2 1MID MRL I MIN.E0. 2- SEE SECTIONS 8W& 14W FOR MAX.0.5.D.DESIGNSE '. or T c pERETRAT10n AT/2-MIH PRESSURE RARNC SPANS .; L'x 4'.1/s' (27 OF PAFIER/rRUSSFS 6063-TB CONT. o >;` ALUMINUM TUBE 1/4 Y4'(6063-T6)Fur —EXISTING DE WOOD _ g PULE W/1/4.0 x1'TEK TRUSSES OR RAFTER 2'x4'M."', M.WOOD SCREWS O G'O.C.IN AT 24'O.C.MAX SNDS O 18' $ a� I�a,xTWEE`TT��6�T RATE W/1/4'0 xt'TEK SCREWS O 4'O.C.IN (2)1/4'0 TAPCON OR 1/4'1 CRETE-FUD( BETWEIEN TRUSSES ANCHORS a6/14 NDS W000 SCREWS OR 1/4'0 m B EDGE(F APPLICABLE) NOS LAG SCREWS AT WDWIOTH OF V.SND W/ g 2 1/2'MIM.THREADED PENETRATION INTO WOOD STI10 1/4'0:3/4'TEN 1/4'MAX PLYWOOD E7OSTNG SOFFIT (2)NYLON 1.. 0. SCREW OR 1/4'-20 x 3/4• ROLLERS (110x3'SS S.MS W/1/2.0 x3/4'LONG S.S.VASHER 6D.C.DOLTS / �& 0933'0(TYP.). NYLON BUSHINGS(Typ.TOP)AND 1'LONG 1/4'0 x 3/4'TDr 1. (Typ.BOTTOM),EXCEPT AT ROLLER HOUSING SORT N O 6'OC. a'0.37s" LOGSNYLOHW/8( "P) MOUNT TO WOOD STUDS MOUNTING INSTALLATION B' °W'A0150 INSTALLATIONS DETAILS LONG roP SECTION 0.500' � SECTION 1.4W (BOTTOM) O.D.AND 0.243'Le.AND 0.163'x0270' 0'277'LONG BOTTOM MRL SEPARATKIN 'O.0S0• INTO WOOD \\ A.S.D. DESIGN PRESSURE RATING- +60.0, -60.0 PSF SECTION 0726'O.D.AND ID CLASS UWEATHTHERR ! 111111111111IAy/ 0245'Ld. (SEE SCHEDULE STRIPPING FA Q \\\\\, •.7•j ///j FLORIDA BUILDING CODE (Nigh&Non High Velocity Hurticane Zone) (TYP.) ON SHEET 13) SIDE OYP.) I or ®t o SCALE N.T.S. `` •••,...I II ; Q,• • 02015 TILTECO INO, TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN 0e tea..•�,�cENSF •. IL E C-0.,,, W/1D/13 // FOLOA�G SHUTTER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION V.nTkL3�,+ *_' TILUr TESTING a ENGINEERING COMPANY 7060�T� SECTION 8W CTOP) �y��r,1� K� �- 1W�14. n�I� WEST PAM IEAOL R W413 15-014 �'� If'11 G l!f ,' _ Mr,(]OBI�t-1:=.Fb..r>A01�N-1111 ELL IB�M3-N3I1 F P ,''�/[(A`� SEB O'OOOfi19 �.rddinpe}MlOat.mn DWW°NO He MAX. A.S.D. DESIGN PRESSURE RATING +60.0, -60.0 PSF WALTER lxF J1.P. w+.m ,� a gyp. \ - F s1 FxT 17 or 13 (rf 111111111N1 CONNECTION CAPACITY SCHEDULE coNNECTION CAPACITY_SCHEDULE MAXIMUM WIND PRESSURE (0.8-f.) ALLOWABLE REACTION TOP & BOTTOM LB/Fn (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) AND CORRESPONDING MAXIMUM (MAX. FOR CONCRETE& CONCRETE BLOCK SATS SPANS SCHEDULE, FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR 8 & 2 1/4" FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE WIND YAXMN 2A>9 UWE A mM AIIDNAeIE CONCRETE CONCRETE BLOCK E256L]3/Fr WOOD PIIEMMIE Posmw www A�T� CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR CONCRETE CONCRETE BLOCK X+/-) � PRESSURE a wrium TYPE SPACING TYPE CONNECTION ANCHOR D.af (L-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144' 180 Ib ft A B C A C A C F A B 1 C A C 60.0" 60" 88 Ib ft 9 425 LB/FT - 388. LB FT 157 LB/FT 134 LB/FT 397 LB/FT g gv 417 LB FT - 388' Fi - 134 LB FT 35 psf 100.0" 100" 146 Ib ft C1 6 473 LB/FT - 418 LB FT 236 LB/FT 202 LB/FT 432 LB/FT C1 _� , 461 LB/Fi - 418 LB FT - 202 LB FT 144• 144' 210 Ib ft 12 387 LB FF - 334 LB 1 6 LB FT 142LB FT 3.47 LB FT - - _ 60.0 60 100 Ib/ft C2 9 456 LB FT - 362 LB FT 250 LB FT 190 LB FT 318 LB FT 380 LB FT 12 375 L8/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0" tOD' 167 Ib ft .6 0525LB/Fri - 419 LB FT 312 LB/FT 285 LB/FT 353 LB/F7 443 LB/FT C2 9 417 LB/F7 - 362 LB/FT - 190 LB/FT 144" 144". 240 Ib ft g - 309 LB/FT 157 LB/F7 134 LB/FT 257 LB/Fi 329 LB/Fi 6 502 LB/FT 419 LB/Fi - 285LB/FT 60.0' 60.0. 115 Ib k 9 372LB/FT - 309 LB/FT 134 LB/FT 80.0' 80.0" 154 Ib ft C3 6 - 375 LB FT 236 IB/FT 202 LB/FT 298 LB/FT 405 LB/Fi C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 45 psf 97.0' 97.0- 187 Ie ft 3 - 572 LB FT 326 LB/Fi 304 LB/FT 418 LB/FT 631 LB/FT LB/FT - 572 LB/FT - 304 LB/FT 115.0" t15.0- 221 Ib ft 9 - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/FT 393 LB/F7 9 445 �/� _ 370 LB/FT - 134 LB/FT 144' 144' 276 Ib ft C4 6 - 448 LB/FT 236 LS/FT 202 LB/FT 357 LB/FT 483 LB/Fi _ _60.0' 60.0' _ Z- 25 561 LB/FT 448 LB/FT 202 LB/FT 89.0' 89,0- 187}Ib.ftl 3 682 LB/FT 389 LB/FT 3.64 LB/FT 500 LB FT 753 LB/FT 3 912 LB/FT - 682 LB/Fr - 364 LB/FT 9 281 LB/FT - 224 LB/FT 81 LB/FT 83 LB/FT 143 LB/FT 103 LB/FT �0 PD11 100.0' 100.0' .L - 9 226•LB/FT - 224 L8/FT - 83 LB/FT 120.0' 120.0" 250 ib ft CS 6 421 LB/FT 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 05 6 339 LB/FT - 334 LB/FT - 125 LB/FT 144 140' 300 Ib ft 843 LB Fi - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT 3 681 LB/FT - 670 LB/FT - 250 IB/FT 60.0• 60.0' 138 Ib ft 1 9 ;_;