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HomeMy WebLinkAboutProduct Approval IAtb.f roT '- tt�10 Business ♦• Professi-ol'al ► 0 Ate, IJ nt ------ BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge Stats ik Facts Publications Contac['Us BCIS Site Map Links I n Search Florida r ',sty°" Product Approval { i� USER:Public User I:=�z Product Approval Menu>Product or Application Search>Application List>Application Detail!; y FL# FL17080-R3 R E®f � E I D F OR Application Type Revision CODE (;(NMPLGA C Code Version 2020 �n Application Status Approved S � �� : COUNTY 9111 Comments " Archived ❑ i; �� /� ' Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)68 Est edh@foldingshutters.comFLE COPY 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 Ext7675 edh@foldingshutters.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 I ❑ Evaluation Report-Hardcopy Received i 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 i C3 Validation Checklist-Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Cl ro Titan II Drwg 20-190."dd Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 i Equivalence of Product Standards Certified By I I i Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 I 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 19O.pdf Impact Resistant:Yes Verified By:Walter A.Tillit Jr„P.E.PE-44167 Design Pressure:+160/-160 Created by,Independent Thk 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 123 AE PER Folding Shutter Corp Titan II Drwa 20- sheet 13 for additional spans and loads. 190•pdf 1 Created by Independent Third Party:Yes Back Next I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 phone:850-487-1824 The State of Florida is an AA/EEO employer.Copy2(oht 2007-2013 State of Florida.;:Privac Statement::Accessibility Statement::Refund Statement y 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 mall.If you have any questions,please contact 850!487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provideithe 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 nbt 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: ® -k ;Credit_Card Safe I i I I I I i I I I GENERAL NOTES• 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: G--0.46 MIN. COMPLIANCE IN ACCORDANCE WITH THE 21120(71h OTTION)OF THE FLORIDA BUILDING CODE.THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT MGM VELOCITY HURRICANE ZONES(HVHZ)AND OUT OF THEM(NHVHZ). - - 1/4'W TAPCON W/ADVANCED THREADFORM TECHNOLOGY,OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY FIW/BUDDER, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 7620(HVHZ)g INS(NHVHZ)OF THE ABOVE MENTIONED CODE, INC 6 ELOO CONSTRUCTION PRODUCTS,RESPECTIVELY,OR 0 14 NDS WOOD SCREWS OR 1/4'0 NOS LAC SCREWS. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR 11OTES1 Kd.0.95,USING ASCE 7-15 AND SHALL NOT EXCEED THE MAXIMUM A.S.D.DESIGN PRESSURE RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGG WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST C.1)MINIMUM THREADED PENETRATION OF 1/4'I TAPCON OR 1/4'0 CRETE-FLEX OR 014 NOS WOOD SCREWS OR REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(AS.O.) 1/4'W NDS LAG SCREWS INTO THE WORD FRAME UNIT SHALL BE 1 1/2• FOR C1 THRU C4 AND C6 THRU C6 DESIGN PRESSURE RATINGS INDICTED ON SHEET 13. CONNECTION TYPE,AND 2'FOR CS,OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU 12.NO THREADED IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 X INCREASE IN PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. ALLOWABLE STRESS FOR WIND LOADS WAS=USED IN THEIR ANALYSIS.A DURATION FACTOR CO - 1.60 WAS USED FOR VERIFICATION C.2)MINIMUM EDGE DISTANCE OF 1/4'0 TAPCON OR 1/4'0 CRETE-FLEX OR'#14 NOS WOOD SCREWS OR 1/4'0 NDS 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 HAS BEEN VERIFIED IN ACCORDANCE WITH C-3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE OR BRICK PANELS,VENEER OR PAVERS BE FOUND ON THE FISTING SECTIONS 1626 k 1609.1.2 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.LY.I.),HURRICANE TESTING LABORATORY(H.T.L)R AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE CA ABOVE. TAS-202 AND TAS-203,AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION 1610 h 1604 OF THE FLORIDA BUILDING CODE. (D) TO EXISTING STEEL STRUCTURES YIN. 12 GCE,FY=33 KSl(MIN.)MATERIAL 2.STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS(1)&6 SHALL BE/10 x 3',410-HT MINIMUM SERIES W/173.6 kd YIELD -1/4-0 DW BUgDEX TEX SCREWS,W/FULL THREAD PENETRATION. STRENGTH @ 157.4 kal TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 50DO SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co,BOX 507.WEST CHESTER PA. 19361. NOTES, 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.1)MINIMUM EDGE DISTANCE OF ITV BUI DDX TEK SCREW 1'. FOR 6053-76 ALLOY AT SLATS SHALL BE FY--25.9 WI.ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL 7.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/SO kd YIELD STRENGTH AND 90 kal TENSILE STRENGTH OR MANUFACTURER. CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDER TEX SCREWS AND SHALL COMPLY W/FLORIDA BUDDING CODE SECTION B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT 241IJ-%4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL S TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE.BLOCK OR WOOD FRAME BUILDINGS. S.BOLTS TO BE ASTM A-507 GALVANIZED STEEL.OR ANSI 304 OR 316 SERIES STAINLESS STEEL WITH 35 k.l MINIMUM YIELD STRENGTH. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE S.ANCHORS TO WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER.TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOOK ALL LOCKS. (A) TO EXISTURG POURED CONCRETE: t0.PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709JZ OF THE FLORIDA BUILDING CODE.ONE LABEL SHALL BE PLACED FOR EVERY OPENING. - 1/4'0 TAPCON W/ADVANCED 7HREAOFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDEX, INC.TO MIN.1'C=3192 PSI. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4'/x 3/4"ETE-SOUR SET, U DISTRIBUTED EL ALL POINT SOLID SET ANCHORS MI MIN. 33500ps pay. 11.FOLDING NPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY MGM 1/4'/CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.1 c=S350 pal. BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 12.(A) THIS PRODUCT EVALUATION DOCUMENT(P.ED.)PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROVIDE A.1)MINIMUM EMBEDMENT OF 1/4'W TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE IS 1 3/4'. INFORMATION FOR A SITE SPECIFIC PROJECT;Le.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. MINIMUM EDGE DISTANCE(E.D.)SHALL BE AS PER SHEET 13. (9) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF A.2)3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/6')INTO THE POURED CONCRETE. THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/Siff DOES NOT DEVIATE FROM THE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. LONG_MMIMUM._SHOULO STUCCO-EXIST. _ _ DOC UMENT WILL BE CONSIDERED INVALID IF MODIFIED. A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. (D) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER ON ARCHITECT WHICH WILL ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1 Nk A.2 ABOVE 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 (B) TO EXISTING CONCRETE BLOCK WALL:ASTM C-SD. TO'THIS LATTER THE SITE SPECIFIC DRAWINGS.FOR REVIEW. - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W.BUILDER,INC. (E) THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT 1/4'0 x 3/4'SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED IT. 1/4'W CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. Nam - _ _ -----_ - - - THIS DRAWING SHALL ONLY-9E USED TO RUIN -- - - PERMITS IN THE STATE OF FLORIDA B.1) MINIMUM EMBEDMENT OF(E/.D.)SHALL BE AS ANCHORS PER SHEET 13!CREaE-FLEX INTO CONCRETE BLOCK UNIT IS 1.1/4' `�QALL�•µ(1 R p Ni��ti�� F ORIDA ITUILDM CODE MINIMUM EDGE DISTANCE (F11011 t MOIL HIBh VdO01y HaPriaau Z:on�) B.2)EMBEDMENT SOLID SET ANCHORS SHALL BE ENTIREL7 EMBEDDED 0S.S SCRINTOEWS THE CONCRETE BLOCK UNIT.NO �•: `\ NS' v9 02mn TIMM sxa TITAN q FOLDING IMPACT PROTECTIVE SYSTEM EY IMUM S INTO STUCCO SHALL N PI'M MINIMUM 1/4'WALL SS SCREWS USED SHALL BE 1 1/2' LONG �'. .• DAAWN'W- MINIMUM SHOULD STUCCO EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. � .� r 44i67 .: Y.P FOLDING SHUTTER CORP. '"DAY° B.3 IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANES BE FOUND ON THE EXISTING WALL, - I L E C O INC. GATE ANCHORS SHALL BE LONG ENOUGH TO REACH THE LION STRUCTURE BEHIND SUCH PANELS.ANCHORAGE 7 '�• STATE OF T. SSONO h ExcIxCEWnO COMPANY Tau rAxnxLl/ltla xwOJR cw SHALL BE AS INDICATED ON NOTES B.1 Nk B.2 ABOVE. ��Z.� ', F -,xR as.ss.m Ana. n Asa MIST PA BAsa1,R 33a01 20-190 ,H`•. .XsP:LQ+s-San.ro.Hm°�e°Qs-'ms FfcW sao0-sa-a37s F ..�ORIDP almm ...JdnaY.el..m du m N. . M/LTEA A 7311f Jr.P.E a,a r mm, aoa ac avt PE aaNa/ •,L,N,a�� FLOAM Uc./{41N) -- • - Sx7-ET 7 OF 13 4 SaW iww lag' E6Q7' z o�� '4y ��^ 8 p .,,. y � a•� � � Lor ©SUT UT I 606J-76 ALLOr ® SLAT WINDOW ©L—END ®FLAT END (To BE 6063-T6 ALLOY 6063-T5 ALLOY 6063-T5 ALLOY EJYTERIOR CENTERPIECE MAY INCLUDE PERFORAnoNS PER (TO BE USED ONLY FOR INSTALLA77ONS ® INTERIOR CENTERPIECE o63-T6 ALLor DETAIL ON SHEET 3J 30 FEE!OR HIGHER ABOVE GRAD£ MEASURED AT BOTTOM OF OPENING -T6 ALLOY SEE COMPONENTS 20,21 &22 ON SHEET 1) oa,' .mr' Ann. 2I.,Y' YAYe' 274a' 2n/7' 2BaT AW gg I -1m• � �.rm'��. .eon- g �i tl .neY' .aN •+ lee' .100 �_,aep' .°aI' n 8 '®r I �• .® = J N .aaz• � 1.9w .oar• .arr —2nr aav' am zwr ® WALL HEADER © 2p MM B.0. CEILING lYFrADER BOTTOM SILL TRACK 6063-T5 ALLOY SLAI ZHEAD TRACK BOTTOM TRACK ADAPTER 6063-T5 ALLOY 063-76 ALLOY 063-I6 ALLOY 6063-76 ALLOY 4� zeaa•--. F t2 '0 COMPONENT a b t1 L2 2' 5"MAX. 0.125' 0.125' •� N { •0°r' � { � 2' 4"MM. 0.25" 0.25" .aes• I �� Q - - -© - 1• 2"MAX-0:062' .. - �t 4w (W ALT. BOTTOM TRACK ADAPTER ' 2 BOTTOM RAIN GUARD ®� ALUMINUM ANGLES ® .RAIN HOOD 6063-T6 ALLOY 606J-75 ALLOY 063-T6 ALLOY- 6063-T6 ALLOY _ COMPONENTS- -�- - - �- Sarl nlry�t FLORIDA 8116DiN0 CODE(Nigh t Non Nlph Vtloolhr NurAom,o Zeno) \CENSF'.; Hirt°aN TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM m Gh 3 8"0-16 ACETAL No.44167 FOLDING SHUTTER CORP. '/10/2M 'gyp p�fgr �TCEjvXj_=R__P_N�C_F NG TU * = 1 L E C 0�N�. O.n 1 Li ULTi7sCiTP!/s fIWT'fESIN10!Q10NE6WN0 C011PANY iM!WRIM WIIHR NND JR.BLVD CORNER LOST e7 STATE of ��>� m �«o n�,� 1M FUM WA"•n 334N 20-180 FOR 4 & , e 6o63-Ts ALLor -76 ALLOY %oc'•.'`COR{OP � � mO'ra'0003719 L�"' oamNo No �jj WKiER A 71LLff Jr.P.E to r mry r,t a r ®o PE SFI1L%➢jSit� 1V{il.��C��,` F1AflIM Ile. 4f1E7 m n-o - - SHM 2 OF 13 � I 1 tzmnArmP� 1 —(J)BONS OF I roIAArT9P � ,ztea mrs 1 1/4'0 HOLE . 1 EL SPACED i J/e'APART r------� QS AY LTN I 1 1 1 Z-CUP ENJI SIDE TABLE 1: SOURCES FOR & ' U p 1 DIREC°OA . 1 t 1 ; OF WNDOW(SEE TABLE 1) . 180 Q p SVIVIDARP DAM? IOl c.E--� 80 1 IOU KL£ i i � RIOW 1MCE W1FRiu. SCE1lGE iYASlICSAW �1 (r'P) , , 20 ILWAVIRWON 31 LDm Tau Rmw - 1 8$S ! I � etDssel; pQ i L___ ___JIy SPECIFIC GRAVITY ASM D792 0.043 Ib/In 0.043!/In' aA AWN TENSILE YEUD STRENGTH ASM TIM 9.400 p.LL 9,500 P.1 • 1 FLEXURAL STRENGTH AT YIELD ASM D790 124M p.LL 13.400 p.�J. 2 i 1 2 i i t 1,yp• FLEXURAL MODULUS AMU 0700 3W.000 P.J. 345,000 p.J. s�s i 1.000' i O tMa!aP SNAP-ni END" IWECD q ; MAX. i £ (SEE F 2iroM Ho1cxED¢oD ISTM D256 fe rz-InAn n cr-IcA. ) SYONE DENSITY ASM D2e43 47.2% 94.5 IT MAX 1 ; 1E,, i 1 RATE OF BURNDHG ASM D&M C-1 CLASS C-1 CLASS 1A SELF MMOR ASTY D1929 10407 9e0 7 SLAT INND011• 1r7i ; SLAT WINDOW _ 0.060'ODCI( IFEATIEHPYi• ASTM 0155 P°LYrARIEIMA7E V7EW 1)0 TENSILE STRENGTH AFTER WEATHERING ASM D&M 93C2 P.J. 9e40 p.J. 1 3�X i TENSILE STRESS BEFORE eFiNRERO/0 ASM DL39 54e1 P-L EeCO P.J. 1 1.000' 1 (2)WINDOWS ANY BE W ONE SLAT SPACED MAX. ' A MW ARN OF 24'APART• WRN 12'URN.FROM N , N co1 1 ENOS OF SLAT TOP&BOrr°AC �p suT (WAIL ED AMCEPIT TABLE 2: SOURCES FOR TO 4 OR(F Na?AT CORNERS OF PRODUCT. �W , (7 S/ANDU70 ' O I Cr-=m= 7118W.PROPERTIES I PAW $oO$ 1 �r— ® SLAT WINDOW DETAIL. e��A 2" 1 80 (F]EVAr/oN) T+INSHru:O I 20 SLAM /i OHO i SLATS ' SPECIFIC GRAVITY AM D792 0.042 ID/W- i4 KNLC i 00 1 MYUCK ' ( NEINNG uerN. M (7�� 1 QUAQ i CryP1 1 { 1 1 i MKS TENSILE YIELD STRENGTH AMU 0W5 11.500 P.1 V n�V (J)ROWS OF i � � i Cam• FLEXURAL STRENGTH AT YIELD ASTY D790 15 000 p.LL S 0 1/4•IF HOLES ' -- i I y � �P'-I AmAmAL YODUUIS Am D7e0 450.011°P.... 0 1 FA. PACED AIPdFp 1 'To�ewre�nw i INi 1?ILL ' ter• NOTCHED°AD ASM D256 DA Fr-b/i. rosArACrrw 1 maE i DIRECTIONS.- �% � OF THETM AL EXPANSION ASlY De99 3.5 i.&-F V-2 _ S7AP—N ED CLIP A%41B NO BE USED As AN OFWAF FOR AU WSrAUATXJNS ® STAT WINDOW __ ATION UNDER LARGE MLSS/LAL E mAr INCLUDE PERFORATTO/IS AS AX 2) WOW TYPICAL 1A SLAT WINDOW DETAILS-MAX(2)N7A7JON5 MAY BE/N ONE MAT SPACED MDL 2.-MART(Sac EVERY 10 suTs). Wf 20 VIEWING WINDOW & 2n1 2n�CLIPS TYPICAL ALTE WATE PERFOR;4 (SMALL MISSILE IMPACT) - 1 SLAT WINDOW ELEVATION -(LARGE MISSILE IMPACTS 11111111YMTIINN FLORMA omLOING CODE(Nqh s Hm Nlph VdDDIh1 Nurtbw zone) �� P •• ••'• J�, 02M NMLD INC'�. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mwH ft�10ENs�, MY NO.44167 FOLDING SHUTTER CORP. 7i,DATE L E C O IMC. DATE �-7t 7 �JJ * JESTING At ENGINEEpNO COMPANY 1N!YARRM Wlla 10110 JIL lYD 9, 57ATE OF t>arfFN` ror`"`06 n n r 11T3T MtJI tlrAOl n as4a 20-190 ,mo.r.,atror,_,AT, PM te99-w-9ar1 DAA O A, ��no M No It ImACCO0WA;0e1 ..rfadm fA111.a..om�p ,: �'� -00misr P TILLY E ar ra.a Au[ ar rrz P.E �0,; FiDlm IUa 1 441,n 1' _ 414111111ti111 - - 1 2 3 -4 S 6 7 A 7 i Z OFOW/ O �© �© OR 19 4 OR 5 9 (2 Z_ Z USE(2) AT 30' y CI O.G FOR SPANS 15♦ M 2 NOTES ON®h LOCKING TUBES®AT 4Q&SQ. UP TO 99� o I.TWO(2)®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED w USE(3) ®AT 30'O.C. AT 30"O.C.FOR SPANS UP TO 99". USE THREEMP.(3) FOR LARGER o FOR SP LARGER SPANS SPACED AT NSTALLED INTERIOR3OR EXTERIOR SCREWED TO TAPPED ENTERPI CES rn n A BE THAN 99'UP TO 144' 40OR©. LOCATION OF®SHALL BE AS SHOWN ON TYPICAL ELEVATION. y 2.(2)LOCKING TUBES SHA ALWAYS BE USED TOP& BOTTOM AT PRODUCTS CENTERPIECES 4 OR�3 AT ALL INSTALLATIONS. LOCKING TUBES ,H ®SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. OR S (2 1 t T SEE LIMITATIONS FOR®ONt t t SHEET 2 1 l !'-1 END CONNECTION DETAILS ON SHEET 9 TP. FULL HEIGHT, FOR CONCRETE, CONCRETE BLOCK OR 6 7 O+ 13 O+ 1 B ®+ 13 WOOD INSTALLATIONS. O O , O UNLIMITED WIDTH TYeICAL ELEVATION S. •b NOTE: ---- — -- -------�—---SEE-SECTIONS-T-THRU-3-ON-SHEET-S.— SEE SECTIONS 4 THRU 6 ON SHEET 6. --- ---�— - SEE SECTIONS 7, 7A & 70 ON SHEET 7. SEE SECTIONS 1W & 2W ON SHEET 10. �1,alpnnmpny�� SEE SECTIONS 4W, 4AW & 7W ON SHEET 11.SEE SECTIONS TAW, 78W, BW•& 14W ON SHEET 12. � FLORIDA BUILDING CODE(Hlah&Non High Volody HlrAaan0 Zone) •''VCENSF'., exam n=m IIIE. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 10AW"ro Mi. s No.44167 —� IL ECOTN�. SHUTTER CORP.SHU CORP. '"o gym° * �* 717 A STATE OF WrTE9TIN7 n tNGINEEMNO COMPANY feSi Mum UMn KNO a KYG ma a e.am wcra.caeon n v,ro eEsr►AIM erAeN n as+u 20-190 p., F ,-,m. :pae7m,-,m, rw two-su-mYI ,��F•.,(ORIOP +r`� u-0W0ec�aGalttm ....rae,or.mr.a, N1AWNGN. ��/�Gp NVLTEA A IGLIT J,.P.E. R rn. PE ",III �A �,1`,�1 ITDNOA Uc —1e7 m.w� , - SHM 4 GF 13 POURED CONCRETE OR CONCRETE BLOCK W � OPTIONAL RAW HOOD OPTIONAL RAIN HOOD POURED CONCRETE E)OSTNO NON STRUCTURALWALL ( 1J) / 0.060'ROLLE FR ICK S.S. (NO"- ) / (NON-STRUCTURAL) REOIARFD. TRIM(DECORATIVE READ) - MR,) R � e 1.o6Q• z.s60•MIN. (2)NYLON uW. ED. ROLLERS44I (SEE SHEET 73) / RAIN HIM 0.[163b(YYP.) STRUCTURAL) 1 s.ss s.N.s.W/ d 1 s/16 uuu. I 1 BUSHING W/A 0.N. .CONT. POP6RIVETS. 1 LONG TOP SECTION OSOO• 0.163'x0.270• 0 18•D.C. 1 (2•x4•YAL) )� __ �n 1 O.D.AND LANG BOTTOM° x0A10 B IDEX TAPCON a uLmAPAe 1 1 SECTION O,S1O-O.D.AND WEATHER 1 uM,SEPARATON W/ADVANCEn D.24S•L0• STRIPPWG EA. POURED CONCRETE� 1 (TrPJ SIDE(1YP,) ! or q OR CONCRUE BLOCK (SEE SCHEDULE 1 or hQ°10�' I 1/4.0 x 1•TEK 1 ; WALL ON SNEEf 13) �d 1L/4�,E�LCO I SCREW OR 1/40-20.1' /3/16•ALUM. ®Y y ®Y QI PRODUCTS 1 WASHER 0 4'O C.NUT& 0 le*P R' c., 3 Wes/1E J%�LmL 1 I or o�CONCRETE Ei�rK I EMBEDMENT o 6.O.0 1 ®t 1 YIN.SIPARA710N WALL REQUIRED. 1 TO GUSS /'or Q or �(SEE ON SHEET 113 ®Y LLL W / 1 MTN.SEPARATION io y E POURED CONCRETE $ I TO CUSS OR CONCRETE BLOCK "? (SEE 13) SCHEDULE Wes'FMO�m' T or % 1 "�. ( 1� v ,/4.0 11W 1/4.0 x 1•TEX ®Y W / /� BURDEX TAT+C�I I SCREW OR 1/40-20•x1- F/ v W/ADJANCED 1 S.S.MS WITH NUT& •g J$ .1�AI_ 1 WASHER O 4-D.C. /10x3•SS.Sus.W/1/2.0 � et TEC""°LOOY OR 1•LONG NYLON BUSHINGS 1/4.0 FUXt CONNECTION Cl nrP BonOu),AND s/a• P I ' (SEE SHET:T 13) ROLLNO(TER7 HOTD,USING(ITp,) AT WALL FACE MOUNTING INSTALLATION WCR/EIE-FLE•X SECTION 2 EMSEDME)a o 6•acl c2••4.1+Ax)I WALL FACE MOUNTING INSTALLATION OFso x ANCHOR SECTION 1 /2— SPACING MMiOR SPACING 0 0 0 0 GROURED BLOCK REOWRED 1,Opp 2.500 NIA. (YIN.re-2 w1 GROUT)OR --POURED CONCRETE- _ hwmm ED, EXISTING NON STRUCTURAL - --- - --- - -- - - ----- --- - - - j - -WALL.TRW(DECORATIVE SILL) - ---- -- - 0 0 � --J DECORATIVE WALL TRIM TRAPPED STAGGERED C R 5PACING MOUNTING INSTALLATION — - --- DET _-0 _.6)_ SECTION 3 INSTALLATIONS DETAILS INTO CONCRETE \\\j171/1111IIITNNYrAAMAX.A.S.D. DESIGN PRESSURE RATING - +65.0. -90.0 PSF y & CONCRETE BLOCK \\����A.T<</r''' RORIDA BUILDING CODE(Nlph A Non Nigh Vs1D°Ry Hurticons Zom) SCALE. N.T.S. F 02020 1¢TECO INC. TRAM II FOLDING IMPACT PROTECTIVE SYSTEM °RAm. �' ' No.44167 Y'P NOTE FOR OOMRINATION OF CECTIONg; * E.D. = EDGE DISTANCE - * - I 7/10/2020 1- MDUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) - IL E�C0 INC. FOLDING SHUTTER CORP. DATE STATE OF 1662 MARTIN LUNRR KMO AIL 6LVD IN ANY WAY TO SUIT ANY INSTALLATION. / iTsr1H0!CNORiEFTiINO COMPANY 20-190 x s..m.vaeaeA wmdA It snee W6f PRIM BFAC14 R 33/04 4'Cf�..CORIDA J61�xe>e.1 .rm:1salnl-191 rw 1eoD-w-uY1 Y SEE LIMITATIONS FOR®ON SHEET 2 . S e�G `��` �R CA-00�067 9 m'TOYtrgehuleROOm DRAWING Ne (/!�.i��y��� WALTER A.-Jr.P.E. YA r 0m: P.E.SM4i -• f H•IHN\\\\\ FLORIDA Ua/44187 ounaa A - - SHEET 5 OP 13 1/4'0 x 3/4'TELS SCREW OR 1/4':3/4• T— BOLTS W/NUTS NE WASHER 0.060•THICK S.S. CPOURED ONCRETE ONCRETBLOCK WALL / ROU.ER HOUSING ' MOL SEPARATION I MIN.SEPARATION _ LE REQUIRED TO BE 70 c1AA CONt!&l.Ripl C{ Ea W. ,(OPTbNAL RAIN U� 0;0 ;—(�S �� 1 OI OWN SHEET 13) 1 or (SEE SHEET 13) /lOx3•SS.S.M.S.W/1/2'0 ®t w ALTERNATE 3/16'ALUM. ®t N ALTERNATE 3/T6'ALUM 1 3/4'LONG NYLON BUSHINGS la MP POP RIVETS O S'O.C. POP RIVETS O 5.0 C 60R041)•EXCFPE ATWROI ROLLER AT REAR.I AT REM. 1 o j}p� 1 HOUSING Mp.) 1 W 1 ; (RD!, ON I ti— �Iy •z O.B55'P(TYPJ - �I { 1 n' ,O 9 1 ^ EQ.ED. 9 l 1 - C7 3/16'AWN.POP RIVETS I 'T J/16'ALUM.POP RIVETS O f0'aF eoM SIDES O fIY O.G BGTH SIDES ANC90 3/16'ALUM.POP 110 x 3'S.S. .S'M-s.W/ ORIENTATION 8 RIMS O 1B•O.F 0.373'LONG NYID BUSHING W/A 0.150' 1 ONT.0,163x / MIN.3/4• LONG TOP SECTION 0.500'1 MIN70 nON U1.71WAB030' MIN.3/4'PLYWOOD I PLYWOOD O.O.AND 0.245•I.C.ANDGLASS $ REQUIRED 1/2•MIN. REOUBtm 0.223'LONG SAX (SEE S Pol"NG EA. 1 or 1/4'4 TAPCO(l5 OR SECTION OJ20'OA AND ON SHEEP 13) SIDE(TYP•) ®t ANCHORS BCREtE-OIX 1/4'7HRU BOLT W/ 0.245•Ld. y,z WASHER 9 NUT O 10.O.F 1/4'THRU BOLT W/• n g EACH SIDE POURED CONCRETE OR WASHER h NUT a 5 O.C. CRCRETE®FLEX ANCHO0RS 6.O.C. CONCRETE BLOCK WALL / L 1 or REQUIRED 2 a4'OR 2"e.1 /6• POURED CONCRETE OR 5'x]'x1/8'6083-TB CUNT. POP R RIVEATETS ]/16•D.C.ALU ®t / WO-T6 CONT.ALUM. CONCRETE BLOCK WALL AWN.ANGLE OR BENT PLATE POP O 5'O.C. ANGLE REOUIRED A'REAR. STANDARD COUNTER—TOP MOUNTING INSTALLATION ALTERNATE COUNTER—TOP MOUNTING SECTION 5 INSTALLATION SECTION 6 M41(.A.S.O. DESIGN PRESSURE RATING= +66.0. -66.0 PSF MAX.AS.D. DESIGN PRESSURE RATING-+68.0, -66.0 PSF o cc / ^ 9 CI n 3/1W ALUM.POP RIVETS O I MIN.SEPARATION 10'D.C.BOTH SIDES TO GLASS R I, -(SEE SCHEDULE ON SHEET 13) g 1 ALTERNATE LEG 1 Or (SEE m L. so 1 OORIEµN CHIOR TATION ®t y) SEE sH ION© ALTERNATE LEG ( FIEET 13) @ ANCHOR 6 ORIENTATION „j 1/4'0 xJ/4' IXS/4E /W POURED CONCRETE DR 5/8•WE 4' :i CONCRETE BLOCK-WALL BOLTS-W/-NUTS-A:5/6•WASHER:O- FffOVIREO 4'O.C. BUILD—OUT FACE MOUNTING INSTALLATION CONNECTION!C4 j e SECTION 4 (SEE SHEET 13) c N 1/4'0 x 3/4'TEKS SCREW E0. E0. OR 1/4'x 3/4'BOLTS W/NUTS POURED CONCRETE OR CONCRETE BLOCK WALL @ S/8'WASHER O 6'O.F -1N'STALL-ATION-S--DE-TAILS-INTO-CONCRETE- --- REQUIRED & CONCRETE BLOCK U LD-0 ,�,yy�� C.E.—MOUNTINGINSTALLATION SCALE N.T.S. 1:4L' ®rUC N BUTT FLGIUDA BUILDING CODE(H(ph R Non High Volaft Hurricane Zone) �: \,\ ®2a2o mtteo IMF TRAP? II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN In: NOTE FOR COMBINATION OF SECTIONS, * E.D. = EDGE DISTANCE - M.P 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) N0.44167 - T/fo/xa2o IN ANY WAY TO SUIT ANY INSTALLATION. Tk 1 L E C O m.. FOLDING SHUTTER CORP. DATE 7% STATE OF o T[mNo!k QNCiNT2NN0 COMPANY 11 f 2 YAR11N IMACl lento 5 4CLVD 1 0.xm.sc.—m c.woa n ml® eEsr PALM 6TAL71,R 33104 20-190 t SEE LIMITATIONS FOR®ON SHEET 2 p•., FC P•,: ` :L lmNm1-,m, Pit law-8/3-137I ,r ORIO n:tilt—D L— ...,Taal9'543 woom LTAWaO 1e WALTER A TILER Jr.PE. as men+ em a'A �w P.E SFJL,fbLi t"`� ILDPoM Uc.A-44167 , a0 n-m nv,n OY - - SHOT 6.113 r,lll I.... A POURED CONCRETE CONNOM CD REQUIRED (SEE SHEET 13) ao60'THICK: �� 'eV10 j NA RAIN HOOD (NON-STRUCTURAL.) (2)NYLON �� ? .'.T1%'-IDNG NYLON 8/lISHINGS ROu.fRS OD55Y(TV.) (T_.TOP)ANO 1'LONG 8 HOUSING _CEP7 AT RDLI17R /10.3'S.S.&It&W/ O-Tw LONG NYLON 3/lr ALIAL BUSHING IN/A 0.150• POP RVETS. LONG TOP SECTION 0.500• 0 1a,D.C. OD.AND D.215'Ld.AND CONT.0.153.0R7010D30' 0.223'LONG BOTTOM ULTRAFAS WEATHER SECTION 0.320 O.D.AND or STRIPPING EA SIDE(IYP.) IRIS' (TYPJ l ®t MIN.SEPARATION ! or 4 7D GLASS ®t m NTH.S (S ON ARATION �} EE sSHEETM1)II3 •S ! 3 3 TO GLASS (SEE (S SCHEDULE / or ON SHEET 13) ®t I Cj' MIN.SEPARATION z� 1/t'•.I.TIX SCREW OR TO GLASS �B OPTIONAL RAIN GUARD 1/40-20'.1'S.S.Ids WITH F (SEE SCHEDULE (NDN_SfRUCTURAL) NlR o WAA0.R o 4.O.C. ON SHEET 13) ®or ALTERNATE 3/18•ALUM. I aPtIONA N GUARD POP RIVETS O 5"O.C. RA I AT REM. I I R ALTFANIITE 3/16'ALUM. g ? ALTERNATE WITH 0 POP RIYEIS O 5'o.c i0 LOCATIONWITH4y A7 REM. ALUM.POP RIVETS ANCHOR n O 10'0.0.BOTH SIDES - I ( 13) n •y 3/1S•ALUM.POP RIVETS r , -- - 0 10"O.C.BOTH SIDES EDGE or MID E0. EO.'' Or SLAB I j F EDGE OF / . / / SLAB POURED CONCRETE o>lMI==cc - APPLICABLE REQUIRED (SEE SHEET 13) E0. ED. POURED CONCRETE -_ -- POURED CONCRETE REQUIRED. •MN.ED. (--- •MIN.ED. (SEE SHEET 13) .. •YN.Ed TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MOUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SECTION 70 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. V`11�HIIIItI1111lll//I FIDRICA MMING CODE((((ph t Men Hph VNedlp NRm(oms Zone) NDTE FOR COMBINATION OF sE0TI0N5: * E.D. = EDGE DISTANCE ®=aTILTEODoc_ TITAN H FOLDING IMPACT PROTECTIVE SYSTEM DIIAWN'Rn 1- MOUN7ING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) _ Q,Q4167 ,. ry1 7/1D/2D2D IN ANY WAY TO SUIT ANY INSTALLATION. * IL E C O ImC. fVLDING SHUTTER CORP. DATE 7�7 STATE OF TEG71II0!ENGINEmma COMPANY 1992 MAXIM Luniiat we dL!VO %woa aim0e,rt stlee WM PALM KAOL EL 3SIN 20-1 1 SEE LIMITATIONS FOR ON SHEET 2 �O•• FLORI�A;• +-+—ft L 16^ �E Nmt O-W U7 �WNO No ,���,ALWATER A.MUTT Jr.PJi. PEPS SFAL%�yPPea� •'��� FLORIDA Lie./441f7 +� m n+u h - - SHM 7 OF 13 Ism oD1aa7E wax tau ao3six som\O a sxN I ATE Pm saaw E rn Raxs OF tpY nrcolrs X X ANOM tM')ISLE so t0wq TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) (5)+4•.3/4.Tom SG1Ga —..————— — a�ItLLONMRA1MNLY. - 0 0 0 -7----- ---p o o ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS svw nAE PLN sa,m,nc -- ---------- - TUBE MAXIMUM SPAN LENGTH EA END PER END OF TUBE AOR3-m ALM PRODUCT +/4>0.!/.7Flf sD1an o 0 0, o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM •a•G. +/r M. TUBE TUBE TUBE sum!u n L t4 Q ru 5a',n/.•,LDICIN ,1py LDW. 60' 106.0" 13 8 a m Aux ANGI[ F�,A 2'x4"z1/8• 86" 85.0' 17 10 ANGLE 144" 69.0" 13 8 UXM(1YP.) u n Y.L n so• 1 n.o" 17 10 sd-.v.•1IX61H ggg fttLEl (�SCHANiIE pt 3 2"x4'xt/4" 96^ 110.0' 21 12 SPAN 1UDE 144" 1 91.0" 21 12 TYPICAL ELEVATHI (TUBE AT TOP) - so" 109.0" 17 10 SPAN TUBE MOUNTING INSTALLATION �166 i 2•x5"xl/8" 96, 100.0' 21 12 SEA ON X 144" 51.0' 17 10 SPAN 71®E ♦r tut ' E. .)LEWII 80 124.0' 21 12 t�UP. 2'x6"x1/6' 96" 114.0" 21 12 ppAr I 144" 93.0" 21 1 12 !t4 m!ss a t F-713521t/4'k lD4TN f ri4'or Yu•w Ok VALID ALSO FORT ABOVE TUBE W DOES ON ONLY WHEN THE MAX.PRO ON OF THE mat-re AINu.AHRIL p �Wt IEIRIX SHUTTERS HEIGHT ABOVE&BELOW DOES NOT EXCEED THE .PRODUCT SPAN (� GEE A SHOWN ON TABLE 1. Y Y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIOHEIGHT) / 7/4y.3/4•TR SCREW o 0 o O TUBE MAXIMUM ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS PRODUCT •e• _ SIZE SPAN SPAN LENGTH EA. END PER END OF TUBE = - \ 314•n! LDC SR1N LIRE PER S9xmVlE —— — - --i------ d!• 11/41 IFNOIN W° TS A10 (65003- ANGLE 60" 76.0" 13 12 1/4•M.SCtalr L K 2"x4"x1 B" 96" a0m•INL a 2'o.0 U wwnmKw r. a•11PA sPAONG SPAN Iu�PER 50e11UIE / 60.0' 17 15 _ ItO,Itpl AVCIIGtS Om.) 48.0" 13 12 oaz°e0x au \� 9 (/Oiu,as(,°ii•PJ(�Sam., TYPICAL ELMM��(TLTBE� AT BOTTOM) 80"" 87.0" 21 18 BAN TUBE MOUHnNG INSTAL!TION . 2"x4"xi/4" 96• 79.0" 21 18 AT 4•.DNG T06 sOtm Y.4•er SW n s12'kI^' .,/r ca sPgl1,IBE 144" 65.0" 21 18 AT o.G.,usanmxNlx. ( q TS„lye,ANGLE vs (nPa tom _ 80' 77.0" 17 15 (3)a0xs a t.•� 8 xt 2"x5• " 96" 1AP1%IIS AN� m / 70.0' 21 1 B (rm.)(s¢so¢wL`n•�/ - --P - - -- - - _---_-- - - �1- - ----- --- --- 144' - -57.0" 17-- - 75 - - - 21 18 pt / e 2'x6'x1/8' 96' 81.0' 21 18 Z Z a 144' 1 66.0• 1 21 18 _ 3 0 L 0 0 b INSTALLATIONSDETAILS W INTO POUREDCONCRETE or= o 0 0 0 0 c OR GROUTED CONCRETE BLOCK WALL �m A LIN I O O O - - --/ O O O v ]PAN tusc Ita s°,E>tiE FOZ A.S.D.DESIGN PRESSURE RATING 3720 PSF • - -� AueLG ANGLE m /. (s¢1D""eoto-tpNl>tl Aq/ FLORIDA INJUM CODE(fth t Non High Vdody Hunbans Zoe) pt � �`♦`P�'' A���q ®��TE� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM °RArM et I 3:% t S . ''��CENSF'•9 , rp p* _ No.A4167 Y. IL ECO�NI:. FOLDING SHUTTER CORP. '/'°TE II 3w n 3*W n!1d•.,/Y * 1a02 NAN,w LUMM KING a RYD (e)yr.sH'toa s,]cx I L!)alll eont-m Aux ANolt TYPICAL ELNATI 7!7 '. � `NO�R ENGINEERING COMPANY .WEST PAW VMS FL SMO4 AY 2 o.0 LDraIDv4NLr. (�sOvaAq - f?UBE AT YIDHEIGHTI / •o'• STATE OF .2^�a+Lam,-,�. ,�tt m teoo-ew-ant 20-190 e-mo0:URemOooLmm —.f mlaoo,INN.aa,1 DRAWING N. $PAN TUBE M)umnNG INSTA L ATION •. F P At,� a-Doon1G $E�'T1pNZ t SEE LINITATIONS FOR®ON SHEET 2 ��/ BALIER A TRW r. �. tta� PVA tls,a PE'w9��•� /JLIIE...:�C ♦♦�� FLORIDA Um44187PE. SHM7 a OF 13 1µ'P x13µ• mK E0. TM[°Ns/O1flE nR (SEE SH Er DOSING CLUE / / ANCfgRs O 1C OP- t3). DIMING STRUCTURE ux ED. - FjS5 yj� 5.75e•(,YP) - - ExEif. (SEE%M 13) DOSTM 1 g�Pj STRUCTURE S1Rt1L•rtURE CS3 71C ~\ 3/1K POP RUM OR 3 FOR° 1/4•,x 1 3/4• ie' a's•TDcs o 1 mP) ra/a:fl T"rcaE oc /,e•T41P\ 3 1 ( oR t/a13/a oc or t or 1�t or 1�t or ®t I ,Exs o m WALL FACE ( END CONDITION 90d 0Q 18. 90.,r 9o.a 2 � \3 / / 18 4 SH WN (LEVERS 1e•10 1/4•x J/4.706 O —� OR 5 (`E (2) .30•Cr EXTERIOR (�1D1E» � q(e�3A.". 1a0�-��°� u.sPu�e�i°RAl1I(���m sa• / \\ O.G i wmm A1Tr"UUP °�TTOO 144'S nNU1w9 FOR 3 HORIZONTAL SECTION 20 m 14e SPAN MUM A��1 3 =VtStALUM NW@GNTAL scnox OR 0EVERS Fx1 OM) EVERS /iS•POP RME,S OR 1/Yx3/P 1 2$Q11/e'CONE.mcs a 1S•o.c. *IUY VARY Ai UItiT 9AT AT TRAPPED lNSMllATiplIS 4 OR�5} •*�Auer AxaE OR�T"�'/°= VVPPNN HO% \ 3 t SIX IMAMM FOR ON SItfT s �+a 1r STRUCTUREEOMM SHO e'er"- / D2s„ro STRUCTURE BUILD-OUT ENSUING ,/r 2�•+/� • END COMMON \ `3/,6'POP RIVETS E0 OR 1/4'x 3/{•TF]CS OR FJOSIPM STRUCTURE END LOCK ANGLE MI x J12'Tons w/ END LOCK ANGLE NUTS O,Y o.c NOTE 1 NOREONTAL$ESTON HMMONTIL SECTION Y x 2'x 1/S'e0e3-TE 1 4•x J/ro• ONE LOCKING TUBE, PART IJ SHALL BE INSERTID INTO THE TOP AND B01TOM OF EACH EXTERIOR OR raHr ANGLE TEX INTERIOR CENTERPIECE®OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE A (2) 0 3V C.C.O COMMECE O e•O.C. NmSPAn FUR SCREWS m SS• SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100" OF THE TIP SHALL BE SQUARE, stew�(s)°�o 30• 0.357"x0.357"AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED oa a avm POT uP INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363' DIAMETER WITH SCREW MY IM M me A 0.200" LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OnEROR OR°G°"0RJ - OF THE-TIP=A-SQUARE,--0.475"xO.475"xO.085"THICK-COLLAR-MUST-BE-INSTALLED:AT THE'TOP-OPINE' -- - — - 4.OR ALUMINUM LOCKING TUBE ® A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE .00 bHUWN (1)PIECE, 1.375" LONG, WITH A 0.366x0.366"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 O.B84" (LEVERS wnam DEEP BY 0.188"WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. OR DaER01) SOLID THERMOPLASTIC TIP INSTALLED AT®SHALL BE ENGAGED INTO 3/8"0 HOLES DRILLED ON THE OUTER 1 (w a HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (�DTOJ"'on°Rl 4 OR O5 - -- - - - - - - SHOWN r - ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HOMMITAL SECTM N. T T14Z AAAA_ FLDRBUI LWLDINO OTNIE(1Rph t Non Mph Veleely HunlatRle Zom) END INSTALLATION DETAILS INTO CONCRETE. ���? 'vCENSF'•.,: ®2030"""°"� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oM+Rr' CONCRETE BLOCK & WOOD (AS APPLICABLE) = "°•4*16� �'�E C o FOLDING SHUTTER CORP. "'�', ° STATE OF „sT1No t QIOOEFS3UN0 COMPANY tR2 EST PA ttKA ,M 3R BLVD 4 (7- i.ps JOR R A m wxoa w°Oe.n a1a WEST PAW t1rAo1,rt J!{O{ 20-190 •. .Tlw,OGSPr+-+5E0.Ta,Om1,1+-IStI NO,WOi/5-071 O FCORIOP -a:en,mOooTsa _.ro,EiAp.MR..e,m ORAMOIO No •• ER tJ� A - PE SE%O FLORN Lkd MrlW m[ ro rr•., , SIM 8 OF 13 r.2'.Zr ' -ALUMINUM CLE 9°°D-our MOUNT A A PER SECTION 4,SHM B (2)3/16-POP RIVETS. Y.r IF EACH LED OE'r A 2- AIWOMI ANIRE ANgE ANGLE LET MY FAQ AWAY FROM OPEKNO dos NO ANCHORS 4 / REQUIRED ucRN ST = QUID-QR Lmw-�!l PFH SECTION 1,S/EET 6 DD 3/16'POP sNEm FAC H LED OF ra' ANGLE ALTERNATE WALL _EXTERIOR ELEVATION �`SIMUR AT HEAD PLAN VIEW A— R ONE M FOR D , a DPRIOLLDUCTTH BG SIDES OR BOTH ANGLES I® 0/1/4',,3/4' 11 � �`®i� OPTIONAL SIDE ANGLE RMTr PPEER/ATNGIETOTO W' L1tt11�iu1i 1 1 ANCLFS TOP h-r (FOR SECTION 4.MEET s) TUBE BOTTOM OR 70 WALL(2 REOUHRED) (2)1/4•,TAPCON/ CRETE-FLE7(ANCHORS EA.ANGLE TO SLAB 69 1/4'A•1 3/4' END OR 0. L END ANCHORS°E FIAT �N�/0T8'DEAR O/114 HY POP RIVETS OR E)OSING STRUCTURE 4 3 1/n-L CORNER PAST ISOMETRIC B`u�of DDEEra,E AT_TOP AND BOTTOM SUBS)—___- FJO P. MY BE MT E ON TRAPPED END CORNER POST CONDITION W/ FLAT END HORZONT&SECDOW J```AApg1A�Tlflrp"� . FIDRIDA BUnD=CODA Offo t Mn Nth Volaft NuEEl6m1.tmL.) END INSTALLATION DETAILS INTO CONCRETE, �5�:'' V\�ENSF'. . Gxm Tn�Em TNa TITAN II FOLDING IMPACT PROTECTIVE SYSTEM LEA L'•L CONCRETE BLOCK & WOOD (AS APPLICABLE - N°'a*167 *_ 1L E C O�No. FOLDING SHUTTER CORP. "DATE oA,< STATE OF -TEST N t ENOINEQINO COMPANY Im MAETN WIRER m.wo WW.• ,�. (map 411+nni111F° r e�iO6-Wipi�04 20-190 ���(:• FLOP{OP. e-1mD:Li1boROaeLcmn �.h1RnpMAI�,.FgR' DR AWNO N6 CA-CSFAt/ •••' MITER A 0067/Jr.P.F NAL L7 PL nDRIOA 44167 slur a4 OF 13 WALL FINISH - .- - - -- OPTIONAL RAM HOOD .(RON-STRUCTURAL) WAIL FINISH Q ao6o•THICK S.S. /10r3•S.S.S.M-S.W/1/2•0.3/4- r ROLLER HOUSING LONo RriAx OUSIi NGs Ryp.TOP) CONNEMICK C2 AND 1'lDt✓r,MEW" EXCEPT AT ROLLER HOUSING(TYP.) • Y 0.060-THICK S.S.ROLLER HOUSING (2)�� OPTIONAL RAINNOOD ROLLERS (NON-SIRtICTURAL) 25.4'CONL WOOD I 6 HEADER REO'D. I 110.3'S.S.S.Y.S.W/ 3/19 AWY.POP LONG NYLON —RMS.6 18'O.C. BUSHWUS}iN0 W/A 0.150' me3 ' r I .1 C LONG TOP SECTION O AN S00- 030' O.D. D 02W LE.AND JJ ULTRAFAB I 1 or M2WN LONG BDTTOY WEATHER - SISf10N0.2W 30.D.AND STRIPPING E~ ® 3/1 B'ALUM.POP smERWJ t RKM O 1R'O.C. •S�ARATIOH 2".4'CONT.WOOD I :Y-•Yf STFNtATION a GI/SS HEADER READ. TO GLASS (SE SCHEDULE !'or (SSLEIE SCHEDULE 1 or SHEET 13) ®t SHEET M ®tYJ 27.4'CONT.WOOD PLATE REO D. I_V + I ' WALL FACE MOUNTING INSTALLATION o SECTION 2W (TOP) ti I - - WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W�-_ _- _-INS-T-ALLATI.ONS_D.ETAILS-INTO WOOD-_- F(DWDA EWLIM CODE(Hlph t Non Mph VdoeRp Hurtkono Zone) t SEE LYITATONS FOR®ON SHEET 2 P ENS ®xatD n�CO"'� TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Im NOUS, r S�r' ��C F WP NOTE FOR COMBINATION OF SECTIONS: U.44�67 7/10/2020 1-FOR WOOD FRAME CONSTRUCTION: WOOD MITIBERS TO = IL E C O 211c. FOLDING SHUTTER CORP. DATE BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR E:gUAL 1- MOUNTING SECTIONS CAN BE COMBINED * 1I4/2 YMtI1N lU1NQ oq J2.RVD IN ANY WAY TO SUIT ANY INSTAIIA170N. STATE OF - 7ESRNG as ENOINEERIHa 1bYPAAn /7 .,Ten p_a 3A1,v.®a ou®q rt ana VO{T PALM IU01A 13 1U4 q', P �I&=-ant 20-190 '4� -,-ILORIO. GA-WOR71C -Wbgd °'•.0°"' DRAWING xo �� 1PLOR A ULU,. Jr.PE �.r �m .m .v. P.E. A,.!, ```� E1OBiI1q Ne./ - - SHEET to of 13 1/4•P a 3/4'TEKS SCREW OR 1/4'a 31V BOLTS W/NUTS R WASHER O B'O.C. 0,1tr� 4REOVIRED.)$R2UCRIRAL AOEWIILY /K EXISTING YIUOD�iLM TO BE OFEfXIED BY RE061E11ffD WAIL FlNLSH ENGIN OR ROLLER THICK NG 1 SEE LIMITATIONS FOR ®ON SHEET 2 TOO PRODUCT INSTALLATION. NSTAL ATION.RIOR BOILER HOUSING 2'ab' cototEcTIDN C4 CWOODONT. OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: H ER ED, EO. (NDN-STRUCTURAL) REWD. gg /l Oa3'SS S.Y.S.W/1/2.0 a3/4' 1-MOUNTING SECTIONS CAN BE COMBINED COLLECTION C5 NYLON BUSHINGS�� ) IN ANY WAY TO SUIT ANY ATION-- LONG . AND I'IONO(Typ.BOROM).EXCEPF A.. AT ROLLER HOUSING MP.) � FWN HOOD�� ..3a:s°••1::3;:;r I NOTES, � �(NO N STRUCTURAQ z ' 1-FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO O BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL .8.55V-0(TYP.) Q >� TjTL__�I_ - 3/16'ALUM. �. _L. 0.373'LONG NYLON J L AL 8 POP RIVEIIS,0C. 010 LSUSNMC W/A40..1150/LONG TOP SECTION POP RIVETS,• ALTERNATE ION O i6'O.C. 0.500-O.D.AND 0.245-Ld.AND 0223-LONG LNCTE C.2VO BOTTOM SECTION 0.320'O.D.AND 0.246•L4. I F (SEE NOTE•) OUI�TRAFAB PFATxER I (Tw.) O te'O.C. I SMPPING 10 GLASS FA SIDE I MN. ON I (T�) I or®1 Jr' (SEE +MULE I a� ON SLEET 13) s MIN.SEPARATION I f or®1 MIN.SEPARATION U TO GLASS To GLASS (SEE SCHEDULE (S EE SHEET SCHEDULE ON SHEET 1J) f or or®i 01 IW I 1 or® t (I ALTERNATE 3/16'ALUM N POP RNM O 5'D.C. -`--`- I,pG71ONIEC. OFnONAL RAN GUMS ALTERNATE C AT RFAR r--r=1 I f__r�-_ ('- IOrAT10N j iF ELT}J� ii I (BEE NOTE•) (NOH-SfRiRA1) r--r—l�F=�T�NOTE• i i 6' I II �L Jj ALTERNATE 3/1 ALUM TS I I I I I POP RIVE O 3'O.C. 214'TO I I aT I I I x AT REAR. REO-D. I o `ice' 3/16'ALUM.POP RIVETS O 10'O.C.BOTH SHOES $ 9 '- 3/16'ALUM.POP RIVETS 3 10-O.C.BOTH SIDES � EQ. ED. 8 EO u ` 'ri;; DECK REOUNWOOE00 H7. _ Ya4'CONT. _ _ I 1/4'0 a J/4'-TEIfS.-SCREW._ _ _ __( FINISH ALLOWm).. .-1/4'L a J/4'TEKS SCREW - WOOD-PLATE - - _- --_ =i _ -____ Ile a J/4'BOLTS W/NUR REO'D. ` / Cd�InM 05 W/5/6'WASHER OR �1 1 4.w; 4c S/6'WASHER O B'O.C. 1S/4'a 3/4'BOLTS W/NUTS k 11 II `a �M�"a/B'WASHEA O 4 OC —00lEEC O3 FINISH . 2 MIN.ED. 2 MAL ED. --WALL,ITNISH BUILD—OUT FACE MOUNTING INSTALLATION BUILD—OUT--FACE—MOUNTING—INSTALLATION---= TRAPPED--MOUNTING-INSTALLATION -- �—� SECTION 4W SECTION 4AW (BOTT SECTION 7W ``AY7TI T' SECTION .` '� •., ✓ . F141ODA 6UILDIIM CODE(Mph!Non Mph VaILoM►r NutALm 2onL) N(fIE :ALTERNATE LEG LOGITION AND ANCHORAGE TO WALL SHOWN DOTTED ��;'�\ •.•F (02.=MTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM %° L M.P No.44167 T/16rm20 INSTALLATIONS DETAILS INTO WOOD = * FOLDING SHUTTER CORP. DALE TESTING& JIL amp SCALE N.T.S. 'L E C O INC. C STATE OF r,y4T IL - INc.°m e°nPa,o t�W�r m 6�E m l s'" FLORI�P IvmmH-„m.td:Tmlo,-,m, Pxl tea-w-m, 20-780 %,F•''•••. •'•e.G ` MCA-0�0ais.aom . JcklYp.Swl. CIA NINO M. •••• WALTER A 0.1 dr.P.E R eft• �a oua P.E. ,11111111111N71\1L1 F7DWOA 62 1 11 OF 13 1 #}I1 10 GLASSN a Mw.SEPARATON or®t` (ON BScEETHET 13)LYULE $ TO GLASS or, (SEE SCHEDULE ON Sim 13) �I OPTIONAL RAIN GUARD (NON-STRLICNRw + 1/4'{x 1'TIX I I p�pp IWlElS3p 5•O.C. SCREW OR 1/4d-2O':1' AT REM. • 9 S.S.MS WITH NUT& n +, 3/16•ALUM.POP RIVETS WASHER O 4'O.C. I n s O 10'O.C.BOTH SIDES f EDGE OF SLAB g QIy� IF APPLICABLE _ _ EDGE OF SLAB IF APPLICABLEALTERNATE LEO&I rii ES'Sy COL!!E'CLgN C/ ANCHOR LOCAnON �fi' .i (SEE NO=•) �l__ 2"x6'MIN. WOOD DECK REQUIREDIRED (NO FINISH ALLOWED) CONF.L710N CIS EDGE OF mf OF 2'Mw.ED. 2'MIN.E.D. SLA13 IF APPLICABLE SLAB IF - APPLICABLE t SEE uMIrATIONS FOR Qj sHEEr z ALT TRACK ADAPTER MOUNTING INSTALLATION Ea _ SECTION 78W (BOTTOM) 1'Mw U. �+-T•MIN,ED NOTE FOR C=BINATION OF SECTIONS: 2 xe•MEN..WOOD 1- MOUNTING SECTIONS CAN 8E COMBINED �— DECK REQUIRED IN ANY WAY TO SUIT ANY INSTAL, MIN.SEPARATION I (NO FINISH ALLOWED) 2'x4'CM.EW CLASS FLOOR MOUNTING INSTALLATION wDoO TO NCTESO MATE REO'D. (ON SCHEDULE 7AW (BOTTOM) ON SHEET 13) 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO T BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL WALL FINISH Or it (�g/1B•A LAG EO 2 2— SEE SECTIONS BW& 14W FOR MAX. A.S.D. DESIGN $ ,1•:4'x 1/B' oy SCREWS w/2 1//22 Mw.„ ED. PRESSURE RATING&SPANS 6063-78 CONT. PENETRATION(21 OF RAFTFR/TRUS AT RUSSES SES �. W ALUM"TUBE ^I 1/4 1.4'(6063-TS)FIAT }w E)OSTING 2X WOOD 2x4'MIN.WODD- _ . PLATE W/1I4'4 1"TEX nv TRUSSES D.C.MAIL R RU7ER STWS O IVO.C. � 1 SCREWSBETWEEN TRUSSES OR O 6'O.C.I PLRE W/1/Pt+rt'TEI( _-y _ _.. ......._ _ ------ -1/{0-TMCON-DR=114Y-CRETE=ElE% •±{ IN ANCHORS OR f14 NOS WOOD SCREWS OR 1/4'0 I YT BETWEEN TRUSSES EDGE(IF APPLICABLE) NDS LAG SCREWS AT MIDFADTH OF EA.SNA W/ 2 1/2'NN.THREADED PENETRATION INTO WOOD SOD 1/4'f (2)NYLON 1/4'MAX.PLYWOOD.EXISTING SOFFIT. EO• SOREW OR 1/4^20 x!/4' SS.BOLTS w/NUTS& ROLLERS /t0x1'S5.S.MS.W/1/210 x3/4'LONG 1 1/4'D■3/4•TIX WASHER O W O.C. 0,655•e c".) RYLON BUSHINGS(Typ.TOP)AND 1'LONG �:'- _: iTYrJ O1TOM),EXCEPT AT BOILER NOL15HG SCREW O 6'D.C. /lO K 34 SS.SLLS.W/ I MOUNT TO WOOD STUD MOUNTINGSTALLATION HYLD - 0.373'LONG N _ _ _ _ __._ - - - - - _ - _ _. _BUS"IN0-W/FO.ISV- - - INSTALLATIONS DETAILS SECTION 14W (BOTTOM) LONG TOP SECTION 0.500' 0.1535i0270' O.D.AND 024e 14 AND x0.030' � MAX.A.S.D. DESIGN PRESSURE RATING= +60.0, —60.0 PSF G223•LONG L10f10M MIN.SEPARATKX4 ULMWAB INTO WOOD sEcnoN ol20 o.D.AND TO GLASS WEATHER T. Y^ aNg11H11nnTFnA� FiAR1DA WRDINO CODE(FRpA t Non Rlpb V*Melly NurFleam Zot1o) 0245'Ld. (SEE SCHEDULE STRIPPING FA ® SCALE N.T.S. ON SHEET 13) f SIDE(TYP) or t — `.``, 'c".......• /j 02020 mTEGo M TITAN it FOLDING IMPACT PROTECTIVE SYSTEM ON1MX an Ekge%9 M.P 4167 1 L E C O�N�. 7/t°AT FOLDING SNUUf'fER CORP. DATE HEADER TO TRUSS MOUNTING INSTALLATION * T1T1EI TLsnHo t"wEIRING COMPANY is W}g NPAWLNIIIw pR 5�4 " x.R.CWi.m s,.>04 waroaA cRmPe.RA,m �.t �t 20-190 SECTION 8W (TOP) o.' Wmp„_,D°....aosTsa,_,�T, STATE OF x�n MbeoOaol mm ....ldn pnuWW.e.m duwwo No ice'. • F •�� WALTER A.�lu`RliL P., a n.n xmn� MAX. A.S.D. DESIGN PRESSURE RATING +60.0• -60.0 PSF p¢.�• T�C�\ ,. FLORIDA Uc./44167 Mn'x`ate _ SWEET 12 OF T3 MAXIMUM WIND PRESSURE {n s.f.) CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE AND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A. 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) Rwo MWMUY SLM spas A tux.ALLMM` CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE PR SSURE Po-sg-, t¢uTNE CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR mmm PR.U"E aM TYPE SPACING TYPE 7ypE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK p+1 0.-> TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" 180 lb ft A B C A C E A C F 60.0" 6a" 88 Ib k 9 425 LB/FT - 157 LB/Fi 134 LB/FT 256 LB/FT 397 LB/Fi A B C A C 35 psf 100.0 100" 146 lb ft C1 6 473 LB/FT - 418 LB/FT 236 LB/FT 202 LB/FT 383 LB/FT 432 LB/FT C1 g 17 LB FT - 388 LB/FT - 134 LB FT 144' 144" 210 lb/ft - 461 /FT -12 FT 347 LB - 202 LB/FT 60.0 60 100 Ib ft C2 6456 LLB/FT - 162 375 LB/FT - 334 LB/FT 142 LB/FT 40 psf 100.0" 1 " Ibft 55 T F1 F C2 9417 LB/FT 362 LB/FT 190 LB/Fi 1 F 419 LB/FT 312 LB/Fr 44 2 285 LB 60.0' 60.0' 115 lb/ft 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257.LB/FT 329 LB/FT 502 LB/Fi - 419 LB/FT - 285 LB/FT 80.0" 80.0' 154 Ib ft C3 6 496 LB/FT - 375 LB/FT 236 L8/FT 202 LB/FT 298 LB/FT 405 LB/FT 9 372 LB/FT - 309 LB/FT - 134 LB/FT 45 psi 97,0' 97.0' 187 lb/ft 3 813 LB/FT - 572 LB/FT 326 LB/FT 304 LB/FT 418 LB/FT 631 LB/FT C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0' 115.0• 221 lb/ft 9 466 LB/FT - 370 LB/FT 157 LB/FT 134 LB/FT 256 LB/Fi 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB/FT 144" 1 144- 276 lb/ft C,4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT 9 '445 LB/FT - 370 LB/FT - 134 LB/FT 60.0" 60.0" 125 lb/ft 3 972 LB/FT - 682 LB/FT 389 LB/FT 364 LB/FT 500 LB/FT 753 LB/Fi C4 6 561 LB/FT - 448 LB/FT - 202 LB/FT 89..0 89..0 208 lb/ft 81 LB/FT - 224 LB FT 81 LB/FT 83 LB 3 912 LB FT - 682 LB/FT - 364 LB 50 psi 100.0' 10D.0' 208 Ib/ft / / LB/Fr 143 LB/FT 1 D3 LB/FT / LB/FT 120.0• 120.0" 250 Ib/k (t2 21 LB/FT - 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT 9 226 LB/FT - 224 LB/FT - 83 LB/FT 144' 140" 300 Ib ft43 LB/FT - 670 LB/FT 43 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT CS 6 339 LB/FT - 334 LB/FT - 125 LB/FT 60.D' 60.0" 138 Ib ft73 LB/FT 325 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 81.0' 81.0' 187 lb/ft ft 10 LB/FT 487 LB/Fi - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0" 100.0" 229 Ib ft 22 LB/FT 975 LB/FT 64B LB/FT - - 414 LB/FT 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 1137" 1134 275 Ib ft69 LB/FT 301 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/FT - - 60.0" 60.0• 150 lb ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT-204 LB/FT C7 4 232 LB/FT' 236 LB/FT 183 LB/FT - - 80.0' N.O. 2 - - - - - - 305 LB/FT 3 310 LB/FT 315 LB/FT 244 LB/FT - - 60 psf 100.0" 100.0" 250 Iti ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/FT 12 388 LB/FT 460 LB/FT 409 LB/FT - - 115.0" 115.0" 288 lb/ft ft CB 8 736 LB/Ff 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LB/FT 8 582 LB/FT 691 LB/FT 614 LB/FT - - 131' 1 128" 346 lb/ft 6 1982 LB/FT 1194 LB/FT 819 LB/FT - - 530 LB/FT 336 LB/FT 6 1777 LB/FT 921 LB/FT 819 LB/FT - - 59.0" 59,0" 160 lb/ft 65 psf 92.0" 92.0" 249 lb/ft 100.0" 100.0- 271 lb/ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123' 360 lb/ft 60.0" 60.0" 175 lb/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100.0' 100.0- 292 lb/ft, SLAT HIGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOCK WOOD STEEL 121' 118" 374 lb ft SPAN HURRICANE ZONE HURRICANE ZONE ---- -- --59:0--59:0" .-187-Ib ft--- --- - - - ----ZONE 1.2.3 -ZONE-4- - - ----A---1/4'0 TAPCON-W/-ADVANCED- 3 50" 2.50"_ O N/A 4_Q 4.00' N/A N/A ---- - 75 psf 10D.0" 100.0' 313 lb/ft THREADFORM TECHNOLOGY 117' 114' 387 lb/ft AS 5'-10' 2 1/2" 1" 2 5/8' 80 psf 113" ill' 400 Ib ft LESS B 1/4` 0 x 3/4' SOLID SET 3.50" 3.50" N/A N/A 3.OD" 3.00' N/A N/A >5'-10" _ 100 psf 101' 9• 447 lb/ft 2 5/8"♦ 1" 2 3/4"+ C 1 4 0 s4" 9o" TO 8'-3' / CRfTE-FLEX 3.00' 3.00' O N/A 3.00' 3.00" N/A N/A 120 psi 87' 82' 484 lb/ft >8•-3" E 1/4" 0 rTW-BUILDER N A N A N A 1.00" N A N A 430-psf--80"�-76J-483-Ib ft --- - - 3-1/2 1--`3_5/8� --- TEK-SCREWS -�-N/ AN I-I N/A 2.00' 140 psf 74" 70' 484 Ib ft TO 12•-O F #14 NOS WOOD SCREWS OR N/A N/A O N/A N/A N/A 2.00" N/A 150 psf 69" 66' 483 Ib k 1 4" NDS LAG SCREWS 160 psf 65" 62" 483 lb/ft ft JN AS DEFINED BY ASTM E-1995 STANDARD. ANOTEISt + EXCEPT THAT 3 5/8" SHALL BE USED ttttt11f1tlrftrr FLORIDA BOLDIHO CODE(High&Hen Hlph Voloo r Hurricane Zone) L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3. �\\�'tti..•••••••.�TJ ii� 02020 m•Tam rt7t• TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN By'. GIVEN POSITIVE A.S.D DESIGN PRESSURE RATING. �� P M.P L-:MAK ALLOWABLE PRODUCT SPAN FOR A 4, 4A & 7A. :••'��CENStc �i GIVEN NEGTNE A.S.D.DESIGN PRESRE '/'�� 0 44117 DATE LD � � M •T1RLILTESRNO h ENGINEERING COMPANY 1.0 MARnN UJTM IaW JR.BLVD 20-190 'J / _ * as w.aee a a.m xRmu aumoe n aia INCIT PUNT eEAtN,N. UN EFINALQUAL MO UM ALLOWABLE PRODUCT SPAN 6 / �Za EOAAL ET THE MINIMUM DETFRMMED PRODUCT - as,(�m¢�t 9-i-tmt RR teoo-eate�t SPAN BETWEEN'L+•AND'L-•. 2-o'•, STATE OF _ G-0ppgTLe �"•r'�"0'""""''0"" °RAND10 NO WALTER A TIN.IT Jr.P.E, o• m�a taE tn. 0i P.E^, ' SHM t3 OF 13ll