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HomeMy WebLinkAboutProduct Approval1 e . R'e . 1 mmm BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Slte Map I Links I Search I Florida - Puct Approval P Sy-r:l : Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL17080-113 Revision 2020 Approved Fil-C. Copy HEVIEWED FOR CODE COMPLIANCE ST. LUaBOCCa/7/iZ CIE COUNTY Folding Shutter Corporation 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext7675 edh@foldingshutters.com Ed Heritage edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext7675 edh@foldingshutters.com Ed Heritage 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 edh@foldingshutters.com Impact Protective Systems Operable Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tlllit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2028 Validated By John W. Knezevich, PE ® Validation Checklist - Hardcopy Received Certificate of Independence FL17080 R3 COI COI Folding Shutter Corp Titan II Drwg 20-190.pdf Referenced Standard and Year (of Standard) Standard TAS 201 TAS 202 TAS 203 Equivalence of Product Standards Certified By Year 1994 1994 1994 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/10/2020 Date Validated 08/11/2020 Date Pending FBC Approval 08/17/2020 Date Approved 10/13/2020 Summary of Products FL # Model, Number or Name Description 17080.1 Titan II Folding Impact Protective Extruded aluminum blades folded together through knuckles System / HVHZ & Non-HVHZ and retained by tracks to provide Hurricane Protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL17080 R3 II PED Folding Shutter Corp Titan II Drwg 20- Approved for use outside HVHZ: Yes 190 pdf Impact Resistant: Yes Verified By: Walter A. Tillit Jr., P.E. PE-44167 Design Pressure: +160/-160 Created by Independent Third Party: Yes Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.D. design Evaluation Reports load and 5'-2" for +160, -160 p.s.f. A.S.D. design load. See FL17080 R3 AE PER Folding 5hutter Corp Titan II Drwg20- 190.pdf sheet 13 for additional spans and loads. Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. 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 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 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: ME zC�edit�Card� :Safe � I. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHDWN ON THIS PROD INITT EVALMATION DOCUMENT (P.E.D.) HAS BEEN VER6E0 FOR MAY R A ACCORDANCE WITH TY HURRICANE (7BI ZONES) OF THE FLORIDA BUILDING CODE: INS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOORY XURRIf:ANE ZONES (NVFR) AND OUT OF THEM (NHVHZ). DESIG WIND DETERMINED AS FOR AN BASIC WIND SPEED ASEREQUIRED BY THEPER SECTIONS JURISDI 1IZG WHERE� PRIM ODUCT TO BE IOF THE ABOVE NSTALLED FOR A OIREOCTIIOONALDDITD/ FACTOR Kd.O.BS, USING AWE 7-161,AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET I& IN ORDER 70 VERIFY. THE ABOVE CONDITION, ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BDq THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAXY MULTIPLY(AS.D.) DESIGN PRESSURE RA71HOS INDICATED ON SHEET IL IN ORDER TO VERIFY THAT COMPONENTS t ANCHORS ON THIS P.E.D. AS TESTED, WERE NOT OVERSTRESSED. A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS= USED IN THEIR ANALYSIS. A DURATION FACTOR CD - 1.0 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. FOLDING PACT ACY FOR IMPACT SECTIONSB1626 PROTECTIVE 091.22 OF�THEE A VE MENTIONED CODE AS FATIGAM RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. (H.E.T.L). HURRICANE TESTING LABORATORY (H.T.L.) t AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TTESTI , FLORIDA BUDDING CODE, TAS-202 AND TAS-203, AND AS PER SUBMITTED STRUCTURAL CALCULAT IONS. . PERFORMED AS pER SECTION 1616 t 104 OF THE 2. STAINLESS STEEL SHEET UEIAL SCREW& USED AT SLATS®t (p SHALL BE f 10 x 3'. 410-HT MINIMUM SERIES W/ 173.6 kd YIELDSTRENOTX t 187.4 Ini TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYIAN 50M SERIES FLUOROPOLYMER COATING, AS MANUFACTURED BY WHTFORD Co. BOX 307. WEST CHIESTER PA 19351. S. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2. MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY AT SIA73 SHALL BE FY=25.9 kaL ALL ALUMINUM DMUIOOKS IN CONTACT WITH OLSSIMILAR MATERIALS SHALL COMPLY WITH SECTION III -RCA THE 2015 ALUMINUM DESIGN MANUAL 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ 0 Hd YIELD STRENGTH AND 90 kd TENSRE STRENGTH OR CORROSION RESSTANT COAXED CARBON STEEL RW/RUMEN TEIC StltIEWS AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241IJ-IA ALL AUMNUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR AIM 304 OR 315 SERIES SONLESS STEEL WITH 35 km MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: 1/4' 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, AS MANUFACTURED BY I.T.W. BUILOEX, NC. TO MN. 1'C=3192 pal. 1/4' 0 x 3/4' SOLID SET. AS OISmBURD BY ALL POINT SOUR 5ET ANCHORS TO MIN. 1'CS•3000 psL 1/4- 0 CRETE-FLEX- AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN, H'Cn3350 psi. Moir Al) MINIMUM EMBEDMENT OF 1/4' 0 TAPOGN ANCHORS OR 1/4' o CRETE-FLEX INTO CONCRETE 15 1 3/4'. MINIMUM EDGE DISTANCE (LD.) SHALL BE AS PER SHEET 13. A.2) 3/4' SOLID SETIANCHORS SHALL BE ENTIRELY EMBEDDED (7/M) INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO ow. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE E]STING WALL FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS. INDICATED ON NOTES Al t A.2 ABOVE. (B) 70 EXISTING CONCRETE. BLOCK WALL: ASTM C-90. 1/4' 0 TAPOON W/, ADVANCED THREADFORM TECHNOLOGY AS MANUFACTURED BY I.T.W. BUILDEX, INC. Ile 0 x 3/4' SOLID SET. AS DISTRIBUTED BY ALL POINT SCUD SET ANCHORS. 1/4' IF CRE1E-FLEX, AS MANUFACTURED BY Em CONSTRUCTION PRODUCTS. HOMES: B.1) MINIMUM EMBEDMENT OF 1/4.0 TAPCON ANCHORS OR 1/4' o CRETE-FLEIL INTO CONCRETE BLOCK UNIT IS 1 .1/4' MINIMUM EDGE DISTANCE (LD.) SHALL, BE AS PER SHEET 13. 6.2) 3/4- SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/W) INTO THE CONCRETE BLOC( UNIT. NO EMBEDMENT INTO 'STUCCO SHALL BE PERMITTED- 1/4' 0-20 SS SCREWS USED SNAIL BE 1 1/2' LONG MINIMUM SHOULD;STU000 EXIST AND 1' MINIMUM FOR WALLS WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXSTINO WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES B.1 t B.2 ADGVL (C) TO EXISTING WOOD FRAME BUILDINGS C=OAG MIN. 1/4' 0 TAPCON W/ ADVANCED THREADFORY TEL:HHIMO1OpY. OR 1/4' 0 CRETE-FIE1- AS MANLWACTURED By ITW/BUMDEX, HNC t ELCO CONSTRUCTION PROOUCIS, RESPELTMY, OR f 14 NOS WOOD SCREWS OR 1/4- I NDS LAC SCREWS. NOTES: C.1) MINIMUM THREADED PENETRATION OF I/4- 0 TAPCON OR 1/4- 0 CRETE-ILEX OR 014 NDS WOOD SCREWS OR 1/4- 0 NOS LAC SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/Y FOR CI TNRU C4 AND C6 THRU CB CONNECTION TYPE, AND 2' FOR CS, OR AS INDICATED ON WOOD SECTIONS ON SHEETS 10 THRU IL NO 7HNEADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. C.2) MINIMUM EDGE DISTANCE OF 1/4- 0 TAPCON OR 1/4- 0 CRETE-FLEX OR 014 NOS WOOD SCREWS OR 1/4-o NDS LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS /0 THRU 12. C.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE OR BRICK PANELS. VENEER ON PAYERS BE FOUND ON THE EXISTINGWALL. ANCHORS SHALL BE LAND ENOUGH TO REACH THE VAIN SUBSTRATE BEHIND SUCH PANELS. MINIMUM THREADED PENETRATION SHALL BE AS INDICATED ON NOTE C.1 ABOVE (D) TO EXISTING STEEL STRUCTURES MIN. 12 GAGE. FY-33 KSI (MIN.) MATERIAL -1/4' 0 ITIW GUILDEX TEA SCREW% W/ FULL THREAD PENETRATION. HOLES, D.1) MINIMUM EDGE DISTANCE OF TTW BURDEN To SCREW 1-. 7. ANCHOMANUFRSA � BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR IL 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 WOOD FRAME , BLOCK OR 01LOWN. 9. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS ARMGS HOME OWNER. TENANT. OR OTHERS. MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL 10. PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 1709AJ OF THE FLORIDA BUILDING COOS. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING 70 COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 11. FOLDING IMPACT PROTECTIVE SYSTEMS INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PILLS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT DI APPLIED TO. 12. (A) INFTIORMA9S PRTODUCT EVALUA710H DOCUMENT (P.EJ).) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE ION FOR A SITE SPECIIC PROJECTI Ls. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND INSTALLATION INCWDIN0 LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES JIOT DEVIATE FROM THE COPDNONS DETAILED ON THIS DOCUMENT' CONSTRUCTION SAFETY AT SITE IS 7HE CONTRACTOR'S RESPONSIBILITY. (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IT MODIFIED. (D) SITE SPECIFIC PRWECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCNRECT WHICH WILL BECOME THE ENGINEER OF RELOAD (EO.R) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE TOR THE PROPER USE OF THE P.LL ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.LD. ENGINEER. S TO THIS OTTER THE SITE SPECIFIC DRAWINGS. FOR REVIEW. HALL SUBMIT . (r) THIS PJF.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROMMONAL ENGINEER THAT PREPARED IT. THIS DRAWIK0 SMALL ONLY BE USED TWAIN ; PMM B( THE STATE OF FLORIDA FLORIDA B "wm CODE (High t Non LBgh Vdodly HGN1eau 00 E (R MAY DETAX ON SHEET J) AS ® WALL Ia�ER 6063-75 ALLOY �uv2• ® SLAT WINDOW, 606J—T6 A(1pY (10 BE USED ONLY FOR INSTAGARONS JO FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM OF OPENING SEE COMPONENTS 20. 21 & 22 ON SHEET 3.) (W AM BOTTOM TRACK ne P7'F*R 6063-76 ALLOY 606J=T5"ALCO -MY s012• zar .126- 1 8 .1m- zags seer .an• �...• 2X.1' Ate- ,o- F.x'T/!'1�107� CKr►'/'F'RPIECE 6053—TS ALLOY ILO�HEADER ��r�OT srrr.`-T ® TRW, r?7RACK ADAP - .R ILLOY 6�=76 ALLOY"""_" 6063—T6 ALLOY COMPONENT a b tl L2 a ® 2' 5' MAX. 0.125' 0.125' (� 2' 4' MAX. 0.25' 0.25' 8 ,? © 1' 2' MAX 0.062' 0.062' ALUMMUM.. "GLES ® FAIN HOOD 6063-T6 ALLOY 606J-75 ALLOY C�dOMPONEN TS S r�FF�h�e d~` R „• I� n"IDA lIIRDINO CODE (Nlph t Men Mph YNoft Hunk & Zon1 02020 LR1FLo ale. \ S TITAN II FOLDING IMPACT PROTECTIVE SYSTEM CNAWW Lm No.44167 =_ ILL ECOInc. FOLDING SHUTI R CORP. rP a/fa/10 ^� O ! E2101NEEnINO COYPMIY STATE OF me— !. s m , wmn n en 1N2 WIRM um" I= AL RYD Mm run W101 IL. sww ro -190 RE SFJit%t�r, •••�\JG ���F1Df�UG I% W87 WW 2 CF 13 I ; ' 'rum rowrlor� i (J) ROWS OF tS 101 I 0 HOLES i roWrTR ; Et SPACED r APART07. r--- "-� D/RECROMS.SLAM A7V0PaR£ I (71'PKNUCKLE-, 20 O- I W17maY i 1.000'? i i L (aW an MAX � E H I y 1 A I Pl SAT WWDow L, ; ; SLAT *MUX W 2 i 0S 1 ma.. i m � MAX. ' K N i i I 1 oSEATS 120 WEWW (►w) ; O I (�) I ; Wmww O ; (J) AroWs of i 1 �' o NOCSPACEDES I i i dVARTI j ro 4lwr NrtlOY � moe i DDJMX7?DDNS. ; 1O m°OROY i I � I I ' i 1 YIP EACH SIDE WIM001V (SEE TABLE 1) '' P-DV END U�W (SEE TABLE 2) I111 A III a.06O. lmw .AO VOW pR E VIEWM No WNDOW (SEr TABLE 1) - AR (2) WMXWS WY BE 9V ONE SLAT SPACED A ARAMRVN OF 24' APART. WRN l2' ABM. PAOU OM OF SLAT TOPP& BOOMML TO sAT mUORU• NOR AT CORNEAS ar PRODUCT. ® BUT M olI DUNg �aOw 21 Z—LIr ® A i9P 1111 E40 CL� NOTES., USED AS AN aPDOM Fpq ALL /A67ALLADONS ®edl4fAT HWOW FiMi VA370y UNDER LARGE EUSSIE: ALiY INCLUDE PERFI7RAROMS AS PER TMS DETAIL - "M W WINDOWS WY BE RV ONE SLAT SPACED TYPICAL lA SLAT WINDOWD S 4ML 24' APART (MAXEYERY IO SUTs), W W/NG WINDOW & 1' 2 PS CL Lr TYP C L ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT,),AAAA��Q pEET;�, P.E. TABLE 1: SOURCES FOR do 7TPRAI. 149OV4'RIIES SWUM°P1W SAW lMV919177ME Rom' / f44STlo L1GARVOLON JI WAN 103 RERV ElC9FlL• SPECIFIC ORAWIY IED1gBwa7 ASTM D792 0.0-43 Ib/in 0.043 IbAN' TALE YIELD SIR6NCM FLEXURAL Slmmm AT YIELD FLEXURAL MODULUS sama., ASTM DOW ASTM 0790 ASTM D790 9.400 p.aC 12.500 pal. 340.000 pal. SAW PaL 13.400 paj. 3{5.000 P.I. NDRCOMD ROD FTRe a.__.D 4'..�.rlaviclrr, ASTM D236 I6 Fr-mjm 17 FT-7b/In SMOIM DFISiIY RATE OF BURNNO SELF IG000I/ ASTM D2543 ASIA OWS ASTM D19m 47.2 ; C-1 CLASS 1040 'F 64.5 X MAX C-1 CLASS 960 7 MEMBEllm ASM 0155 'TENSILE STRLNCRI AFTER WEATHOUM TENSIE SIRFSS BEFORE WFA7HF16NG ASTM Don ASIA D636 9302 P.J. 6481 paL 6640 p.A1. L060 PAL TABLE 2: SOURCES FOR FF'ANAL {YtQPEARE3 SWUM MC57ER mm C'm"w RE7�IPOwrr RACK NYLON PART / "Fay8 PF1Y6X'u SPECIFIC 6RAvmr HEM"WA, ASTM D792 O.D42 lb/in' WALE YIELD SINENCM ASTM D636 11.500 P.AA FIEXURAI. STRENCIN AT YIELD ASIY D790 15.000 pal. FLEXURAL MODULUS NRAC0 ASTM D790 450.000 pal. NOICIED ODD Bohm PROPSMES ASM =56 0.8 FF!/in COEFFMIT OF THERMAL DFANSION ASTM"03416 6.5 a 102M/In=F FiAIaIABRRY NEL7B10 7EMQiRAIUNE ASM 50696 00 'F \,\C ENs�•:, ,�i 020m Tum M 10.44167AmiZom *, STATE OF 705A"W�°5'o>�rr,°i,-wl n—"=z.R FLW9A 8URDRIO CODE (FDph t Non NIDh Vslo6Tty Nunbono Zom) TITAN'II FOLDING IMPACT PROTECTIVE SYSTEM DRAW on MY FOLDING SNUTIER CORP. 7/'0A° 1662 MARIDI 1YDQ No ,6L w» .OTnpAW200-80-am'6m' DATE MANY 1Xn. 20—tlio � mN01D Na SW 3 OF 13 4 D 5 8 i2 USE O.C. UP FOR PANS30• TO 9s o 5 • I 1 0 n OR lAnuu Lin i SEE END CONNECTION DETAILS ON SHEET 9 CON RETE. CONCRETE BLOCK OR FULL HEIGHHT. FR + � � (2) + � 6 WOOD INSTALLATIONS. UNLIMITED WID TYPICAL ELEVATION N. T. S. "F NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET B. SEE SECTIONS 7. 7A A 70 ON SHEET 7. SEE SECTIONS 1W A 2W ON SHEET 10. SEE SECTIONS 4W. 4AW A 7W ON SHEET 11. SEE SECTIONS 7AW. 7BW. BW•A 14W ON SHEET 12. /�)orO3 W/ @ ,(@ ,© OR 19 USE (3) AT 30" O.C. FOR SPAN LARGER THAN 99" UP TO 144' ,®+ 13 . @)+ >> • NOTES ON ® A LOCKING TUBES db AT I. TWO (2) ® SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED AT 30" O.C. FOR SPANS UP TO 99". USE THREE MOREN Q� FOR LARGER SPA14S SPACED AT I TALL INTERIOR 3OR 6�RERIOR BREWED BE To TAPPED Z`yENTERP ECES (4�OR V LOCATION OF Q� SHALL BE AS SHOWN ON TYPICAL ELEVATION. 2. (2) LOCKNG TUBES S ALWAYS BE USED TOP A BOTTOM AT PRODUCTS CENTERPIEC 4 OR 5 AT ALL INSTALLATIONS. LOCKING TUBES ® SHALL BE SECURED W LEVERS AS SHOWN ON SHEET 9. T SEE LIMITATIONS FOR ®ON SHEET 2 FL01®A RULDNC CODE (H1yh A Nun IHph YNuuYy Hurrloonrr lone) rl nos 1r3,1s a. awm. v w u o LGNf / an Voaal3 II„p1, " ua xn�m . •.. 3d r 11i71 Y u3Lm �� wl ONMMq uNo111µ aeu pplm aL00oo-17N ..... �. 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NMI I " M1011d0 In 'NA .Oan ' ;000'L Mi 7MM (TVWU0MMS NOOM N D3aR3b3a GO(O7NVa WM'bWOAIWldNO) r ryVI1�.i�J N011 1—SNI ONIINnOri 30Yd IIVM ('dW msnoH m7im lY ld3O13 '(d01 W1)ONOI f/£ aw '(not= -al) SONNSNa NOW" ONO- .Lx • Z/L /N 5'A'S VS .Cx0I/ (cL 133HS 33S) NOIC[i0p0 I z v• 1® 10 1 '03aY103a 71VM >t�ve 3L3aaNO:1 ao 3L3ION07 monad � L_ )- Mfg 1® Ssm Ol 1 313t1JN07 mtYlOe `- NOLLVaVd3S •NM 1 L (CL 133HS 33S) '• a N0a21o147Y��.a.. / )S NOIO (-NtlL11:'d aooN NMI-►N 'fVN dtdo ON9nOH •S'S mom XIS (CL 133H5 NO 31aa3i0S 33S) sSVu7 01 NOLLVWd3S NIA 1 1 (' •aT .%v .sfro aw 'a.0 .OZCO NOU33S ILOLLOS ONO- ,CCCO aw Irl .Giro aw •0'0 .00S•OINOUO3S dO1 0NO1 1 .OGLD V/M smi!-a 1 �NOWI ONO- .CIA /M 'SN•S `S•S .0 x OLf I 1/4b a 3/4' TIXS SCREW OR 1/4' K 3/4' BOLTS W/ NUTS &'WASHER O 6' O.C. -7 — POURED CONCRETE OR '0.060' THICK B.S. ' CONCRETE BLOCK REQUIRED ROLLER HCUSOIG I IKt1 SEPARATION � TO GLASS OPIpHML FAN HOOD IF —(SEE SCHEDULE' (SEE SHEET 13) 64 E0. (Now-snlUC1URAL) ' ON SHEET 13) /lOa3' S.S. &M.& W/ 1/2'o a3/4' LONG NYLON BLJS MM ALTERNATE 3/16' ALIW. g (Typ. TOP) AND 1' LONG (TTp. pop FEA� ° s• O.C. �y n BOTiOM), IXCEPT AT ROLLER Hamm (TYP.) (2) NYT.CR .5 TERNATE LEG & ARC Iq /16- ALUM. POP 010 K 3• S.S. SMS W/ 01OEMAnON ' �g RIVETS O 1B' O.0 0373' LONG NYLD M. 0.183'a BUSHING W/ A 0.150' LONG MIN. LONG BNOTIOLIL Y I 70 CLASS (:SEE SCHEDULE. TAPCOJtS OR SECTION OJ20' O.D. AND ON SHEET 13) ME STRIPPING crYpJEA• t or S 1/4- A ANCHORS 0.245' i.d. ®T N8 ORS 6' O.C. (1iP.) � 7iA4 POURED CONCRETE OR CONCRETE BLOCK WALL AL:F TE 3/1W ALUM. ® t REQUIRED POP RIVETS AT REAR.° STANDARD COUNTER — A Li 9 ' S 3/16- ALUM. PCP Rwrs O IO' O.C. BOIH SOES J (S G I ALTERNATE LEG . & ANCHOR ORIENTATION POURED CONCRETE OR K 3/4' IEKS SCREED W/ � CONCRBLOCK WALL—A 6/e' WASHER DR REQUIRED BOLTS W/ M11S &5/B' WASHER ° 4- D.0 BUILD —OUT FACE MOUNTING INSTALLATION SECTION 4 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.T.S. NOTE FOR COMBINATONI OF c�p�c; * ED. = EDGE DISTANCE 1- MOUNTING SECnONS CAN BE COMBINED (SEE SPECinmoNS ON SHEET 13) IN ANY WAY TO SUR ANY INSTALLATION. t SEE LIMITATIONS FOR ® ON SHEET 2 -I — MIN. TO CLASS (SEE SCHEDIAE' or ® t ALTERNATE 3/16' ALUM. ON SHEET 13) POP RIVETS AT REAk O 3' O.C. ' 10' O.C. BOTH SIDES I I ! aajj ^�3 E0. EO !I ANN. 3/4- PLYWOOD REQUIRED �1/4' 7HOR1 BOLT W/ WASHER h NUT O 5' O.C. 2S4' OR gxAlI UM. BOB--T5 CONT. AL ANGLE. AS.D. DESIGN PRESSURE RATING- +66.0. -66.0 PSF ' MIN. SEPARATEON_ 70 GLASS (SEE SCHEDULE ON SHEET 13) /— ALTERNATE LEG e ANCHOR Pt Jo. 44167 STATE OF "OR0'., ED. IS' ALUM. PLPRMS To- O.C. B0M SIDES e r.......� (�..� L MIN. J/4- 1/2- MIN. PLYWOOD ED cBQI 1/4' THRU BOLT W/ WASHER & NUT O 10' O.C. R EACH SIDE § 1/4' d TAPCONS OR CREPE -FLEX ANCHORS B' O.C. POURED CONCRETE OR 5'eJ':1/6' 5093-TS CONT. CONCRETE � REQU LL ALUM. ANGLE OR BENT MATE ._ALTERNATE COUNTER —TOP MOUNTING INSTALLATION SECTION 6 MAX. A.S.D. DESIGN PRESSURE RATING= +66.0, -66.0 PSF NB 1/4'A a 3/4' TEKS SCREW OR 1/4' a J/4' ITS W/ NUTS & S/B' WASHIR O 6' O.0 ,,-.1. 1 FIARIDA BWLDWO CODE (High ! Non Nigh VO)00i y HQrtkam Zom) 0202n TXT= De TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 77 WF, MY FOLDING SHUTFER CORP. '/'° L E C O FNc. lfla LfAROX LOTxoI Two u aw OAT[N 1H4o a ENowECRInO COMPANY R ffi 7QL WA01N a(mq ...... 106J"'-'m° •®� ��, REB1 PAW iTAC4, El 1R401 fw fe60 �aT-�sn 20-1>>0 mNE OW67 aotsam G-OOOAIB �'tG�nBX'ullrfAam a r Kt1ip aoc �. d1AWIX0 No N.TER A TILLJr. RE FLADA Lk. / 44157 , r Tu n� . m� Ka - SHEET 6 OF 13 I ►et POURED L 0.060-I ROLLER I (2) NYLON ROLLERS 0.8350 (iYP.) I e /10 ■ 3- S.S. sits. W/ 0.373- LONG NYLON - BUSHINO W/ A 0.1110' ILONG TOP SECTION 0.S06' OIL AND 0.245- Ld. AND 02W LONG BOTTOM SECTION 0.320 0.0. AND 0246- LIL 1 m'PJ 10 CLASS (SEE SCHEDULE — ON SKEET 13) I RURCANTUGUARD AQ ALTERNE ALUM. POP RNEIS O 3- O.C. AT REAR. POURED S.S. S.Y.S. W/ 1/2.0 ONG NYLON BUSHINGS P) AND 1' HANG (TYP• • EXCEPT AT ROLLER J/1S ALUIL POP fWEls, 0 1e• oc. CONT. 0.1113'027010.030- ULTRAFAB WEATHER STWPNG 154L SIDE (TYP.) of t v� ALUM. POP RNETS O.C. am SIDES �- MILL ED.--� TRAPPED MOUNTING INSTALLATION SECTION 7 MN. SEPARATION To GLASS (SEE SCFID] . ON SHEET 13) 1/4' 0 t 1'i SCREW OR 1/40-20-iT• SS. Ys WIN NUT a WASHER O 4' O.a I ALTERNATE EEG I LOCATION WITH R� ANCHOR ----\ a, EDGE OF SUB IF— APPLLGI9LE POURED CONCRETE REQUIRED ---• MN. ED.---1 I • INN. ED.— ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM SECTION 7A INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE N.T.S. ```AAAI 1=11-EDR' COMBINATION OF cfT:TIONc• * E.D. a EDGE DISTANCE 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICAT oNS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. t SEE UMRATIONS FOR ®ON SHEET 2 01 v 13) EDGE OF SLAB W APPLICABLE 1 MIN. SEPARATION TO GLASS f (SEE MELT 13) ION. SHEET 13) OPTIONAL RAIN GUARD (NON-STRUCTURAL) ALTERNATE /16- AIM. L-?� AT POP REAR.0. RIVETS O6'O. ' ALUN. POP�R� I m• as eoTN s1DEs POURED CONCRETE-1 REOUINED. (SEE 13) • LON. ED. ALTERNATE TRAPP MOUNTING INSTALLATION AT BOTTOM SECTION 7B FUMU BnWW CODE (Kph t Noe Kph vdooMy 11M1"wm zom)I &W YRR. SEE 9pO4n (2) RM Of 1/490 UPOONS X rNCNRS OYPJ (SEE Svaa11E) Ar a/iarm�x UK' o yr rr PM SOMAX SOW-n AUUN o i lx i 1/411 . a/4• TER SOW •r= ,fl .-ern- . I . (� ��Ax4¢ ljl�a t SPAN TITRE MOUNTING INSTA I ATION aim x Worm 1/4i . 3/4• TER SOM •r= spm TUBE Pin som1E: uea-m AuOI aom' MAX. AY O.C.zla/�c aROKM.TOM � POURED samulA ■ ZK wu REEa RETE m PAS "J (�WOONS socup �� SPAN TURF MOUNTING IMST E t ATLON sma R R';G 3/u4' TOM p SCR EW a YaY w rQ11/r u7lmx eals-m AmAME 41. (SQ OF 1/ DI*•) sommulM . _ pr ,/4•.. 3/4' IS SOWS f EE WL • e• CO Z TIME PER SCHED= X .IIIIIIII�IIIIAIIII� L TYPICAL FLfi1/AT10N ITIIRF AT RW MI ....__ sPs,,mellcnl t pt taut wr aa0d1pnam tmn p r . s1r . m.,p' O>) 1/R• . a/4• Io® san IExom an.m AWL ARmE TYPICAL El"ATLON fY11BE Ar T MIONEIG M Ar 2 Oa, UxR7R1aMLLY. (�mammo SPAM 7UEiE YOLtNT!NO INST 1 I AT ION t SEE UYRATgNS Fat ON SHEET 4 z yr 11➢. TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE TOP OR BOTTOM) y: TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REQ'D ANGLE LENGTH EA END NUMBER OF ANCHORS PER END OF TUBE I TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE 60' 106.0' 13 8 2'x4'xl/B• 96' 85.0' 17 10 144' 69.0' 13 8 80' 117.0' 17 10 2 x4 xl/4' 96' 110.0' 21 12 144' 91.0 21 12 80' 109.0' 17 10 2-x5-xl/8• 96' 100.0' 21 12 144' 81.0' 17 10 80' 124.0' 21 12 2'x6'xl/8' 96' 114.0. 21 12 144- 93.0' 21 12 -- -- . _...__..-.-......� ,.....�.nuvn vnu i. n— 1n WMAHON OF THE SHOWN ON TABLE SHUTTERS Ema•Ir ABOVE A 9F1.OW DOES NOT DTHE MAIL PRODUCT SPAN TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAXIMUM PRODUCT SPAN ALLOWABLE TUBE SPAN REO'D ANGLE LENGTH EA. END NUMBER OF ANCHORS PER END OF TUBE 60' 76.0' 13 12 2'x4'zi/8' 96' 60.0' 17 15 144' 48.0' 13 12 BO• 87.0' 21 1B 2-x4-xl/4' 96' 79.0' 21 18 144' 65.0' 21 18 80' 77.0' 17 15 2'x5 xl/8• 96' 70.0' 21 16 144' 57.0• 17 15 80' 88.0' 21 18 2"WA/8' �-96- 81.0- 21 16 144' 66.0' 21 18 b INSTALLATIONS -DETAILS OR GROUTED W/ SPAN TUBE INTO POUR CONCRETE CONCRETE D yyw mm PER saaaa _ B OCK WALL SCALE: N.T.S. YAX AS.D. DESIGN PRESSURE RATHG � t720 PSF L314• . 31r . 312.1 4' eoo-tptwa,iyp�Ir�i LOA tsa ROMA NUMM CODE (Mph t Nan fllph VdOdlr FIY2Aean@ Zme) �l omen nTlrb we TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN rh Yd 0.44167 °. + IL E=,Ne. FOLDING SHUTTER CORP. 7iDA� * ••. RR1�A -o'• STATE OF a ! E74a1NEEmOta COMPANY >< Rta ad. "M an44 1e,oORa. ,� 11{3 MMDN UIIFa IaED JR aw rA°' 0. 33E01 ,elO'S47'43r1 20-190 .�mea WwwocaLcm 4 BPh�xMR� twn atMP H0 No P.E. t6111iR A T�eurTir P.E Ru r Rom. Rom.. Re SNW 8 or 13 ow. Z rx EJL Ita- FOP RrvETs ,Exs ®,roc. / / 1a' POP RNE15\ OR 1/4b/4• Iroe:. ,e• oc \3 / RUILD-OUT END CONDITION . IF 0.0. _%.— 9 i 3/81 71(TV.) O 110� J/4' lO6 • cDn op - WALL FACE or t or END CONDITION EXTERIOR as N011j (2) (•(33}yJUUQ�'�' Or- 0 NO" FM 5pm0.0. . kY1tRPAN"POR OP HORIZONTAL SECTION 20,�Y e11E1aOR OR FXtFAIOR) * MAY mw AT = aff AT TRIIPPFD R60UJA —=- t SEE LIIlmlI lB FOR © ON MU 2 �,,,,� `ee NOTE 1 ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE04 OR INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE ®. A SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, 0.357'xO.357' AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ® AND SECURED INTO IT WITH A 0.120' c.d. HOLLOW PIN. THE BOTTOM 1.100' OF THE TIP SHALL BE 0.363' DIAMETER WITH A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475'xO.475-xO.085' THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE ALUMINUM LOCKING TUBE A 2-PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE (1)PIECE. 1.375' LONG, WITH A 0.366'x0.366'4:630' 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' DEEP BY 0.188' WIDE CHANNEL TO RECEIVE THE THERMDPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK & WOOD (AS APPUCABLE) o aAss arse• (11'Ea 7k � or M t 'yl-, / or 3/16• PW MVM OR 1e-/4' oc. a J/4' W a O , (* 00 JO. O.C. . 11�m O2 on . M27 wMI UP I 14W SEBE 1NSO,Me CREYV � SYAY MUM OOFAxlR) E(IFHOR � �� i ORC5) �AuwOONfiN� EIDSIO6 STRUCIURE- : fm WL 6oel-re Aunt N+fiE J/1a' POP RIYE15 OR 1/4' : J/4' 7E16 OR END LOCK ANG C tNUTS o 12' o M/ xoaaoNol srnaN 2• Y 2• Y lro' aOW-ie CON7. 1011YP/1!1 EFM /NOIE� (2) @0 JO.MIFW O.O.. m 3r os : ` rn FOR I�IP TO 144• SPAN (,,IOYB St21E7T MAY OE D6TMLEO MMOR OR F IMM) M-A OR F%IDm) nORn 4 'mmEND LOCK ANGLE HUM MAL SEMN 1 4' ■ J/4• IEH Smtm A m ONE OUFIFH mm . r mm SHOWWIIGG ALTERNATE LOCKING- -RLAT-CORNER LOCKING pETAIL NORQOMAL SECII011 F10RIDA 9UTLDWO CODE Mph t Nan N1pb Vebdlr NNTFio.n ion) `y�,.\GENSF '•.:. '-� 02m mraD ow TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM iMAWN By - No. 44167 _ IL ECO,Ne. FOLDING SHUM CORP. MR '/tCAM 7 STATE OF TISTOM ! [No1N,xsD,Ic DoYPANT IMi YARIN W,O ,OI)o �R, aw a, Airwms n a,r t147 PAW nIM n ta4ar 9O F� P .:„mum)o,_,m, nH uoo- '..c` •. 0RfO —JddMp*w" 20-190 ,.G� PL SFi(/�� QfeiiE eA-aooaPo WMJER A. 7617F Jr.P.L ft,4 r or.,o YR YOL r mrm tlY nQFMA Uc / 441e7 r MAW= No VIYISG n+o a _ SMELT D 071] II®® ID3 mJ/QI TAD iai/r ■ ■ ■ o'-r RIMS1pP UM WMV OR TO WlL (2 REOWQD) ((�� 1C • UPC0N1. CRiiE44 A4GIDR5 EA. ANtlE TO: SLAB CORNER POST 4 OF CONCRETE (M. AT TOP TWO BOROM MA" END INSTALLATION .DETAILS INTO CONCRETE CONCRETE BLOCK & WOOD (AS APPLICABLE) A A (2) J/Ir POP RfYM L— xz-nan ,. smm e EXTERIOR ELEVATION fi. SIMILAR AT HEAD AND SILL AND . SIDES OF PRODUCT' OPTIMA ANG R (fOR SECTION ,. SNEET 0) END PIEOFS MAY BE FLAT END OR L END 3/10• FOP RNIS OR O Tr O.0 " WL PECES MAY BE MT OR L END ALIQ0 Z, x 2*M �A�-nR MDUfR PER xcnaN ,. sm e me ECH (C a/fie• F, pNEls. LEG a< ra- ANM ANf1E PLAN VIEW A —A • Ol STROCIUfE TRAPPED END CONDITION W f FLAT ENn n0lIDA NUM BODE pDpb ! Nee No Vdo ft xuebmg 0.8wo cm.) Lq 1. 2'x4' CONE. WOOD HENDEit REO'D. J' S.S. S.ILS W/ 1 O.3w LONG RTLDN C BUSIANO W/ A 0.1sw 1 LONG TOP SECTION 4=* 1 Q.D. AND 0.245' Ld. AND D223' LONG BOIiOY SECTON (JOD' 0.0. AND 0.2W Ld. TO CLASS (SEE SCHEDULE - ON sHLtT u) 27x4' COW. WOOD ; PLATE M'D.-\ OPTIONAL RAIN HOOD (NON-STRUCRRAL) 0.060' THICK SS /10J' SS S.MS W/ 1/Y► 0/4' RDLIER HDUSDIG IDIq NYLON BU901tS OYP• TOP) AND 1' LONG (Typ. BOTIOY), E7ICEiR . f,A AT ROLLER HOUSING (twJ 3/18' am. Pop COW. Rr&'M O 1E' O.C. 0.100'90R7W I.=. ULTPoIFAB WEATHER 1 or SipPPMG EA SIDE (11'P.) ® t Nyp'I 2'k4' CONE. ! or HE4M ®t FRISH -WiiRial C2 M0E0' TNKX SS ROLLER HOUSIKG OPTIOW1L RAM HOOD UCNIRAL) 1 LSNm m L-- SCHEDULE or ON sHEEr 13) ® t 1 i WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) `-DDwsDINDLI n .ALC RIM. WALL FACE, MOUNTING INSTALLATION SECTION I INSTALLATIONS DETAILS INTO WOOD t SEE LIMRan0m FOR ® ON SHEEE 2 xQTESi ?3Q .' JruENSF®�' J!INA.-W!WAY INATIoN�•44167 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO �e�o•BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EOLAL ING SECTIONS CAN BE COMBINED ��C IL To sort ANr INSTALUnaN. /7 STATE OF ALULL POP 0 1K' D.C. ilm" eu1LDrN9 can (xglL t NDW 00 vabcHy mokow Zww)I 1/4'0 3/4' MIS SCREW OR 1/4' ■ 3/4' BOLTS W/ NUTS WASIOX O 6' O.C. r FINISH 2%4'0{ CDNT. logNumm WOOD EO HEADER REM _ 7F d ;c�clly ^ 9 I (.-.•.1 Q (2) NYLON (SEE NOTE COW J I ) O.1e3W2T0i0.030' ULTRAFAB WEATHER STRAPPING EPL SIDE E V LON. SEPARATION TO GLASS �(ON SEE SCSHEET 13) HEDULE TlE 3/c 15' ALUM POP RF1A. I POP RIVE75 O S' G. ALTERNATE LEG AT REAR LOCATION � kj 4'ie' (Mim) DUSTING WOOD BEAM REWIRED. STRLICNRAL. AOEOUACY OF E)GSTDIO W BEAM TO BE D30" TICK s.s. )LLER HOUSING t SEE UMrrAnONS FOR ®ON SHEET 2 cERnFIED REGISTERED ENGINEER OR ARCHIT= PRIOR TO PRODUCT INSTALLATION. EQ. OPTIONAL � D tam FOR COMBI ATION OF ccrn OHS; ( /tar]' S.S. SAS. W/ 112. il/4' 1- MOUNTING SECTIONS CAN BE COMBINED NYLON BUSH iNGS (Tpp. Top) IN ANY WAY TO SUIT ANY INSTALlAT10N. OON14110N Cs AND 1LONG Rrp. 110170M). EXCEPT ROLLER HOUSING aV.) z NOTES., '�. 1- FOR WOOD NALAT jMD0ST XOOD � CTL L) FRAME CONSTRUCTION:- ON: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1 s� 3/iB' AW W POP RUYETS. 110 a J' 5S SY.S. W/ 0373' IDIp flTlOq Is O le O.C. BUSHING W/ A aNG 150• LOW TOP SECTON OZOO' O.D. AND 0.245' Ld. AND 0.223' LONG I BOTTOM SECTION 0.320• 0,0. AND 0245' Ld. POP RNETS, MIN. SEPARATION l Ole' as 1 or ®t TO MASS (SEESCHEEDULE ON SHEET 13) x MIL SEPARATION 3 or ® t W (SEE SaHEmAE uS ON SHEET 13) 1 or N 1.or ®t ®t m L�DCATIDN G `SE NOLE r) u+ oplgNN. ILW! WAIA (NON-51NIlCLUR1IL) or ® t 3/le' tam' i i iI A O S' O.C. • ivu u u op r 3/IV ALUM. = _ O 10' O.C. BPOP OTH SIDES WYETS Et <wxg DECK HIRED •. WOOD pREO - I .. 1/4'0 ■ 3/4' TOG SCREW (NO FINISH ALLOWED) 1/4'0 ■ 3/4' TB6 SCRETI RED I OR 1/C ■ 3/4' BOLTS W/ NUTS I :: W/ 3/r LFASIER OR a s/e' WASHER O e• O.C. 1 I _ I/4' t 3/4' BOLTS W/ NUTS a I 5/8' WASHER O 4' D.C. I AWLL POP RAETS O.C. BOTH SIDES -CONNECTION ce V ca 2' YIN. ED. 2' NUN. ED.---L WALL FINISH WALL FINISH BUILD —OUT FACE MOUNTING INSTALLATION BUILD —OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W NOTE *!ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD SCALE ; N.T.S. SECTION 7W FUMM BULDINO CODE (Koh t Non Koh VsbWy HBFrkmu Zo1N) MOH. SEPARATION TO GLASS (SEE SCHESKEET ULE 13) ON sHLKEET u) 1/4' • Y 1' TEN I SCREW OR 1/0-2011' SS. us WITH HUT & I WASHER O 4' O.C. ALTERNATE LEG k ANCHOR LOCATION l ' EDGE OF 1- aN. "._ 1' MX ED. 2DEC MIX. WOOD DECK REQUIRED (NO FN6N ALLOPLm) FLOOR ;MOUNTING INSTALLATION SECTION 7AW (BOTTOM) (a) 5/le' o LAG SCREWS W/ 2 1/ION. PENllRA1 ON AT orwlDTH (21 OF RAF IER/1R ssm W/ 1/410 tt' TER VMS 0 fi'O.C.m WEE4 TRUSSES OR 14' (e063-TS)FlAT R/ 11'ro •1' TEK ivs 0,4- O.C. IN BETWEEN TRUSSES /10 a !' S5. SY.S I NWI 037J' LONG NYLO BUSHING W/ A 0.150' LONG TOP SECTION O.DOO' AND D 0.24V IA AND 4223' LONG BDTT011 MIN. SEPARATION SECTION 0.320' O.D. AND TO CLASS 0s45' LeL (SEE SCHEDULE •) ON SKEET 13) I]( or Q -0 9 1 W aAss�" �( ON Sli or ®� OPTIONAL RAINGUARD ALTERNATE 3/16' ALUM. POP RAFT' 0 6' O.C. ❑❑ ^i AT REM, 9 ALUM. POP RIVETS O.C. BOTH SOB EDGIF ES _�- C7 — EDGE OF SLAB IF APPMABIE 2'a6' MIN. WOOD DECK REQUIRED - (NO FINISH ALLOWED) EDGE OF SLAB IF APPILIC/VBIE 1 SEE L)MRATIONS FOR ® ON SHEET 2 NOTE FOR COMBINATION OF ccCTION�• T- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSFALLATION. 2 x4' HINT. PLATE REO'D. 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 2- SEE SECTIONS BW & 14W FOR MAX. A.S.D. DESIGN PRESSURE RATING & SPANS TRUSSES OR RAFTER 2SN' MN. WOOD AT 24' O.C. MAYL STUDS 0 16' 0.1 (2) 1/4'O TAPCON OR 1/4 0 CREIE-FLEX EDGE (IF AP ANCHORS OR 014 NOS WOOO SCREWS OR 1/4-/ 2�1/2' AIIn TM0'i1Dm PENETRATION W00% MAIL PLYWOOD. EXISTING SOFTIE STUD /fOd' SS S.YS W/ 1/20 .3/4- LONG NYLON BUSHINGS (TYP. TOP) AND 1' LONG .)BOTTOM). EXCEPT AT ROLLER HOUSING INSTALLATIONS DETAILS q� INTO WOOD t o SCALE : N.T.S.I�^�i�1 IuR*Fghn.. HEADER T01 TRUSS MOUNTING INSTALLATION 4167 SECTION 8W (TOP). STATE OF �O = �'. Fi.......n MAX. 0.S.D. ;DESIGN PRESSURE RATING ,_ - T� MR, • • SS. BOM W/ NUTS Q 1/4' 4 t !/4' lE;K WASHER O 6* O.C. SCREW O 6' Ol. JNT TO WOOD -STUDS MOUNTING INSTALLATION SECTION I AW fjBMQMI MAX. A.S.D. DESIGN PRESSURE RATING- +60.0. -60.0 PSF FLORMA SULOM CODE of<ph & Non fth VaNdly NLUE(o6EN zom 02O20 TmTECo INC' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM 'IRA" are M,P IL E C O FMX:. FOLDING SHLI1itER CORP. 7/10/2= DATE LIMO R ENGINEERING COMPANY 1XM2 MAnN LU11m1 RDXo A IWOM 6 R:ti $YARN OlpOtl R atHm WEFT MW R SU ONe7u�t-Itl(XLQrn-eWe �� 20-190 N,1-6DGmu URAIRINO No WALTER A TI1lJ .k. PE rR e� rrt en. r• -7-- rrt FLDIUDA Lk, / 441eT :� �u n-eo a - - SHp7 12 of 13 MAXIMUM AND SLATS WIND PRESS CORRESPONDING JAxl(ya� ) SPANS SCHEOUIF, - w m e M XWM SLKM Wa msPRESSURE 4 MOr. 1 FUSME a � CON. ANCHOR OL+1PRm3URE / 6_1 TYPE SPACING 30 Pef 144.0 144 : 180 Ib ft 60.0` —'TOO 60 88 Ib ft 9 35 Psi --0 100' 146 Ib ft ' Cl 6 144' 144" 210 Ib ft" 12 60.0 60 100 Ib ft C2 40 pef 100.0' 100 1 167 Ib ft g 144 144' 1 240 Ib ft 6 60.0 60.0' i 115 Ib ftFC4 9 80.01 i 154 Ib tt 6 46 P91 ' �,�D 97.0 ; 187 Ib ft3 ' 115.0' . 221 Ib ft9 144. 144_ 1276 Ib ft 6 50 psi 55 paf 70 psf 75 psi L+: MAIGMUN ALLOWABLE PRODUCT SPAN FOR A GIVEN POSUME A.S.D DESIGN PRESSURE RATING. L—: MAX ALLOWABLE PRODUCT SPAN FOR A GIVEN NEGATNE A.S.D. DESIGN PRESSURE RATING. FINAL MMOMUM ALLOWABLE PRODUCT SPAN IS EQUAL TO THE MMMIM DLTERAIMED PRODUCT SPAN BETWEEN 'L+' AND 'L—'. CONNECTION CAPACITY SCHEDULF (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) 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) CONCRETE CONCRETE BLOCK STEEL WOOD THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK [Alm! .1 13 C A C E A C F TYPE SPACING ANCHOR TYPE ANCHOR TYPE - 388 LB/Fi 157 LB/FT 134 LB FT 256 LB/Fr 397 11A B C. A C LB Fi - 418. LB/FT 236 LB FT 202_ LB FT' 353 LB 432 LB C1 Sw—" F T 1-7'1� + - 388 LB FT - 134 LB Lq FT - 168 LB FT 142 LB FT 274U87FT 347 LB FT' - 418 LB FT - 202 LB LB FT - 362 LB FT 250 L8 FT 190 LB FT 318 LB FT 380 LB FT C2 12 375 LB/FT - 334 LB/Fi' - 142 LB, LB7ff- 419 LB/FT 312"L.B Fi 285 LB/Fr: 353 LB FT 443 LB FT 9 417 LB/Ff - 362 LB/Fi - 190 LBO LB/FT - 309 LB/FT 157 LB/Fi 134 LB/Ff 257•LB/FT 329 LB/Ff 6 502 LB - 419 LB/Ff - 285 LBO LB/FT - 375 LB/FT 236'LB/FT 202 LB/FT 288 LBJFT 405 LB/FT. C3 9 _ _ 372 LB/FT - /FT 134 LLBBj 572 LB FT 326 LB FT 304 LB FT 418 LB FT 631 LB/FT 6 469 LB/FT -g /Ff 202 / LB/Fi 370 LB/FT 157 LB/Fi 134 LB/Fi 256 3 760 LB/Fi /FT 304 LBj 448 LB/Fi 236 LB/FT, 20 LB/FT C4 9445 LB/FT /FT 34LB/ 682 LB/FT 389 LB FT 364 LB FT 500 LB FT .753 LB FT 561 LB/FT 448 /FT 202 LB/LB'/FT� 224 LB/FT 81 LB/FT 83'LB/FT 143 LB/Ff 103 652 /TF - 364 LB A _ - 25 LB/FT 487 LB/FT .334 LB/FT 670 LB/FT 215 LB 323 LB .122 LB/FT 243 LB/FT - - 125 LB/FT 250 LB/Fi - - 214 LB/Frl 432 LB FT 138 LB/FT 207 LB/FT.153 155 LB/FT 311 LB/- 102 LB/Fi LB/FT C5 C6 9 6 226 LB/FT - .:224 LB/FT - 83 LB/I 9s2731LB%llT3 G6 3 339 LB/FT. - 334 LB/Ff - 125 LB/ 3 9 681 LB/FT 221 LB/FT - 251 LB/FT 670 LB FT 215 LB/FT - a- 250 LB/ 822 LB/FT 975 LB 648 LB/FT - - 414 LB/FT 307 L8/FT 6 332 LB/FT 378 LB/FT 323 LB/FT 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT 3 663 LB/FT 755 LB 646 LB/FT _ C7 3 358 Li/FT 402 LB/FT 244 US - - 152'LB/FT 204 LB/FT C7 4 232 LB/FT' 236 LB FT 183 LB/FT - 2 - - - - - - 305 LB FT 3 310 LB FT 315 LB/FT 2" LB/FT: - - CB 12 491 LB/FT, 596 LB/FT;.409 LB/Ff - - 265 LB/fT 168 LB/Ff C8 12 38B L8/FT_ 460 LB/FT 409 LB/FT 8 1736 LB/Fr.1 8.94 LB/FT .614 LB/FT - - 397 LB/FT 252 LB/FT 8 382 LB/FT 681 LB/FT 614 LB/FT - _ 6 1982 LB FT 1194 LB/FT 819 LB FT 1530 LB FT 336 LB/FT 6 777 LB/FT 1921 LB/FT 1 819 MIN. SEPARATION TO GLM SCHEDULE SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE ,& ZONE 1 2 3 ZONE 4 W-10' AS LESS 2 1/2' 1' 2 5/8' >5'-10' TO 8'-3' 2 5/8' ♦ 1' 2 3/4'♦ 3' TO 12'-0' 3 1/2' 1' 3 5/8' O AS DEFINED BY ASTM E-1996 STANDARD. ♦ EXCEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3, 4, 4A & 7A. ANCHORS mlNFnwc 9SEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS TYPE ANCHORS DESCRIPTION MIN. E.D. MIN. SPACING CONC: C.BLOCK WOOD STEEL CONC. C.BLOC WOOD STEEL A 1/4'0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 3.50'L3.50" 9 N/A 4.00' 4.00' . N/A N/A B 1/4' 0 x 3/4` SOLID SET 3.50' N/A N/A 3.00' 3.00' N/A N/A C 1/4' 0 CRETE-FLEX 3.00' 1 3.00' D N/A 3.00' 3.00' N/A N/A E TEKRE 'SCEWWS-BUILDIX N/A N/A N/A 1.00' N/A N/A N/A F #14 NOS WOOD SCREWS OR 1/4' NOS LAG SCREWS N/A N/A A N/A" N/A N/A 2.00' N/A p1111111111111/ �? �CENSF o. 44167 o'•, STATE OF Px- IRDRIDA MITIDW COW fth & Non Wgh YNodq Ht1lAaan0 Za1M �a TtLT[� TITAN It FOLDING IMPACT PROTECTIVE SYSTEM m" Im �I FOLDING SHUTTER CORP. '�DAT= L C Om.. ' HIQ MARRM URNOR LIMO JL OUIO Ima a L'NOItEFRD/0 COMPANY � w sa mA rrc m a -,— s 11I Wt7T PAlll O m n. sjl" 11e DRUMY0 rw-oaonn CA-40IFF19 mbe fta-mt "''�'w't"n"F°°^ tNu+IMo No ALTER A.T111T Jr. P.E ®o. &IFFY 13 OF 13 FLORIDA lA;. / N197 au'r1u : - ' r 1501 MRH EXP "D" BY: JOHN D. 4 - OPENINGS ACCORDION 04*2-Z0,Q--M7f File Com, 4 3 ROSS, BARBETTE McastleA .., m ° W.O.# 09302021010 • a Ulm 3100 N HIGHWAY A1A UNIT# 905 Impact Windows c '" @ FORT PIERCE, FL 34949 FACTORY DIRECT SINCE 1969 `f l�'O""�1n1iAhN'°�oewa wnor,ene.n� E GONEE NG EXPRESS° CORPORATE OFFICE: 401 West Atlantic Ave., R10 #219 Delray Beach, FL 33444 (954) 354-0660 1 (866)396-9999 TEAM @ ENGIN EERI NGEXPRESS. COM ENGINEERINGEXPRESS.COM Wind Load Calculation ASCE 7-16 Ch 30 Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Site Information Owner: ROSS, BARBETTE Wind Speed (Voles): 165 MPH Exposure Category: D Velocity Pressure Coef. (Kh): 1.54 Directionality Factor (Kd): 0.85 Topographical Factor (Kzr): 1.0 Structure Information Risk Category: II Building Classification: Enclosed Int. Pressure Coef. (GCpi): 0.18 Mean Roof Height (h): 150 ft. Roof Slope (9): Flat Roof Slope Coefficient (0c): 0.9 Min. Building Dim. (L): 90 ft. End Zone Distance (a): 9 ft. Prepared in accordance with: ASCE7-16. Ch 30. Wind Loads - Components & Cladding 7th Edition (2020) Florida Building Code Design Pressure ASD (allowable stress design) Wind Velocity is V- (ultimate) VASD=sgrt(0.6 * VuLT) © 2022 E-Tempest.com ID: foldingshutter-PO9302021010N0301 01/28/2022 Page 1 of 1 DesiLwn Wind Pressure (PMAX+. PMAX-): h560 ft. h>60 ft. Max Positive Pressure (PMAX+) PMAx+ = gh(6c GCppos + GCpi) PMAx+ = gh(Ac GCppos + GCpi) Max Negative Pressure (PMAx-) PMAX- = gh(Ac GCpneg - GCpi) PMAX- = gh(6c GCpneg - GCpi) nevire f nImAntinnc_ ANCIF 7-1,5 Chnntpr 30 All.Cuh.certinn.c # Size (W x H) Zone Elevation (ft) Area (ftz)" Areal (ft2} K2 .R q2 . ` GCP+ GCp P..+ (Ib/ft2) P.m- (Ib/ft2) 1 74 x 64 Int 7 32.89 12.68 1.03 61.03 0.9 -0.9 41.1 -57.3 2 74 x 64 Int 7 32.89 12.68 1.03 61.03 0.9 -0.9 41.1 -57.3 3 501.5 x 97.25 End 7 338.69 582.18 1.03 61.03 0.6 -1.0 31.8 -64.5 4 47.5 x 64 1 Int 7 21.11 9.48 1.03 61.03 0.9 -0.9 42.6 -58.8 1. MENFORMATDN6NTENDEDTOMOVDEDEDNPRESUREFORTHEFURPOSEOFTHENSr&LATIDNOFGLA UNIrS&OPENNGMOT MNMMOPOSEDM1DPF10VDEDBY OTHERSNO CERTIMATDN,EITHER E 6 RESSM OR MPLED,6OFFERED ASTO THEVALDrrYOR APPLICABLRYOFMlYMOPOSM SYSTEMOR COMPONENTUSM ALONG W nH THEE MESSURES.A PRODUCTSSH&LMNST&LEDNSMDTACCORDMCEWRHV&DFLOROAPRODUCTA OV&SMDMUSTMEETTHESEPRE55UREr-0R7 EGNENS2E LIMITATIONS 2. NO CERTIFICATION OR REVIEW 6OFFERED THATTHEPROPOSED UNRSMEETANYEGRESREOUNEMENTS&L EGRES65UEMETO READDRESSED BYTHEPERMITNG CONTRACTOR AH D THELOCAL BU LD NG OFFICIAL 3. THEHOSTSMUCTUREISA5SUMED TOBEADEAUATETOWIEHSTMIDTHELOADSMPOSED BYTHISDEDNASWORKREPLACOE F4GFRAMNG.OROPENNGSOESDNED AND CEiTFED BYMIFNGNEEROFRMORD(EOR).THECONMACTORWLDNGOFFIOMSHALLVEAFYTHATTHESUBSrRAME OSMOURNGWORKISSOUND FOR NSTALLATFONOFTHISSYSTENLF DEFD@1CIESMEFOUND N THEET(ISTNG HOSTSTRUCTURE,THISENGNEER OR THEEOR SHALL13ENOTFED BEFORECONTNUNG CONSTRUCTION AND RESERVETHERDHTTO RE NSFECTANDREEV&UATEDESDN.NOWMRANTY,EMH RD ESSMORMFLED,6CONTAWMHEREN. 4. DMBJSIONSMESHOWNTOLLUSTRATEDEDNFORCEMDOTHMDESDNCRnE KTHEYMAYVMYSLDHnY.TOTHEE%rENTTHATTHEOPENNMAL GAREA6NOTSLMR M5%OF THEENGN EERED DESIGN. CONTRACTOR 6TO VERIFYALL FIELD DMENSIDNSPRDR TO INSTALLATION. 5. ENGINEER SEALMFDIFD HERETO V&IDATESSTRUCTUR& DESIGN MSHOWN ONLY.USEOF THISSPECIFICATDN BYCONMACTOR,eIal.NDFMNFES&SAVEHMMLESS7 MMGNETF FOR ALL COST&DAWfESNCLUDNG LEGAL FEE&MPELLATEFEESRESULTNG FROM MATERIAL FABRICATICN.SYSTEM ERECTION.&CONSTRUCTION PRACTICE BEYOND THAT WHICH 6 CALLED FOR BYLOC&,STATE&FEDERAL CODE&FROM DE4ATICNSOFTH6P_AN. 6. ENGINEERING EXPRESSHMNOTV6nED THISJOBSITENFORMATDN CONTAINED HERON 6BASED ON CONTRACTOR SUPPLED DATAMD MEASUREMENTS MGNEERNG EXPRESSSHALL NOTBEHELD RESPONSELEOR LNBLEN MY WAYFOR MRONMUSOR NACCURATEDATAOR MEASUREMENTS WORKSH&L EEFELD VERFED PRIOR TO CONSTRUCTDN.ENGNEERNG F ESSSH4LENOTFEDANDGNENMOPMRTUNRYTOR6EALUATEOUR WORKUPON DISCOVERYOF ANYNACCURATENFORMATDN PRIOR TO MODIFICATION OFEJGSTNG FIELD CONDRDNSMDFABRID NANDNST&LATDNOFMATERMS. T. EXCEFrAS X EELYPRO`NMMM&N,NOADDRDN&OMTFICATDNSORAFFPMATDNSMENTENDM. TAT CerfA� w 98 5,. HH N ` EAL ,111j I�1 I l��t Customer: ROSS #905 WorkOrder Number: 09302021010 N0301 Unit No. Wall Pressure Opening Width Opening Height Shutter Width Shutter Height Slat Length Anchor Spacing 1 -57.3 74 64 93.875 69 65.75 9"o.c. 9"o.c. 2 -57.3 74 64 93.875 69 65.75 9"o.c. 9"o.c. 3 -64.5 467.25 97.25 463.25 97.25 94 9"o.c. 9"o.c. 4 -58.8 47.5 64 58.625 69 65.75 9"o.c. 9"o.c.