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HomeMy WebLinkAboutAPPROVED FL 17080.1Business Regulationrr SCts Home Log In User Registration 1 Hot Topics submit surcharge Stits & Facts Publications Contact Us acts Site Map Links Search ba�I Product Approval USER! public User Product Aflproyal Menu s Produc. or Aoulkation Search a gf?olicatlon Lis[ a Application Detail FL # FL17080-R3 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext7675 ed h @ f of d i ngs hutte rs. co m Authorized Signature Ed Heritage ed h@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 683-4811 Ext 7675 ed h Ofold i n gs h utters. com Quality Assurance Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 ed h @fol d i ng sh utters, com Category Impact Protective Systems Subcategory Operable Compliance Method Eva Iuatlon Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Waiter A. Tillit Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expirat] on IDate 12/31/2028 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FLI708❑ B COI CAI Folding Shutter Corr Titan II Drwg 20-190.izdf 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 V Modell, Number or Name I _ 17080.1 Titan II Folding Impact Protective System / HVHZ & Non-HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +160/-160 Other: Max span is 12'-0" for +46, -46 p.s.f. A.S.R. design load and 5'-2" for +160, -160 p.s.f. A.S.D, design load. See sheet 13 for additional spans and loads. j Description Extruded aluminum blades Folded together through knuckles and retained by tracks to provide Hurricane Protection Installation Instructions FL17080 R3 II PED Folding Shutter Corp Titan II Drwg_?jL- 190 I pdf Verified By: Walter A. Tlllit Jr., P.E. PE-44167 Created by Independent Third Party: Yes Evaluation Reports FL17080 R3 AE_ PER Faldina Shutter CoM Tilta n11 Drwg 20-- 190. Pr-P L_ Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road Tallahassee FL 32399 Phone: 850.487r18Z4 The State of Florida is an ANEEO employer. C0Pyrloht 2007-2013_State of Florida. ;: Prlyacv Statement :: Aceessiblilty Statement :! Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronlc mall to this entity. Instead, contact the office by phone or by traditional mail. if you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275f 1), Rorida Statutes, effective October 1, 2012, Ilcensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The Mails provided may be used for offidal 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 avallable to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: ® U ® Ed Credit Card Safe GENEPAL NOTO 1. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPUANCE IN ACCORDANCE WITH TIE2020 (71h EDITION) OF THE FLORIDA BUILDING CODE. THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (HVHZ) AND OUT OF THEM (NHYN2). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 11120 (HVHI) & 150 (NHVHZ) OF THE ABOVE MENTIONED COO£, FOR A BASIC WIND SPEED AS REOUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR Kda:0.85, USING AWE 7-1! AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE RATING INDICATED ON SHEET 13, IN ORDER TO VERIFY THE ABOVE CONOTHON, ULTIMATC OCSING MIND LOADS DETERMINED PER ASCF 7-16 SHALL BE FIRST REDUCED TO A.$.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 PH ORDER TO COMPARE THESE W/ MAX. (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEET 13, IN ORDER TO VERIFY THAT COMPONENTS A ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33 X INCREASE IH ALLOWABLE STRESS FOR WIND LOADS WAS= USED IN THEIR ANALYSIS. A DURATION FACTOR CD = 1.60 WAS USED FOR VERIFICATION DF FASTENERS IN WOOD. FOLDING IMPACT PROTECTNE SYSTEM ADEQUACY FOR IMPACT AN0 FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1626 k 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING. INC. (H.E.T.I.), HURRICANE TESTING LABORATORY (H.T.L.) 3 AMERICAN TESTING LAS OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, 7AS-202 AND TAS-203, AND AS PER SUBMITTED STRUCTURAL CALCULATIONS, PERFORMED AS PER SECTION MINT & 1604 OF THE FLORIDA BUILDING CODE. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS Q) R f4 SHALL BE * 10 x 3'. 41D-HT NOINIMUM SERIES W/ 173.9 kal YIELD STRENGTH R 137.4 kaN TENSILE STRENGTH. SCREWS SHALL BE'tGATED WITH XYIAN 5DOO SERIES FLUCROPDLYMER COATING, AS MANUFACTURED BY WHTTFORD Co, BOX SD7. WEST CHESTER PA. 12381. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2- MINIMUM YIELD STRENGTH FOR 6063-TS ALLOY AT SLATS SHALL BE Fr=25.9 kal. ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 41-6 OF THE 2015, ALUMINUM DESIGN MANUAL- 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/ SO kii YIELD STRENGTH AND 90 ksl TENSILE STRENGTH OR CORROSION RESISTANT COATED CARBON STEEL ITW/BUILDEX TEK SCREWS AND SHALL COMPLY W/ rLORIDA BUILDING CODE SECTION 2411.3.3.4. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL. OR ANSI 304 OR 316 SERIES STAINLESS STEEL WFFH 35 kIl MINIMUM YIELD STRENGTH. 6. ANCHORS TO WAIL SHALL BE AS FOLLOWS: (UNLCSS OTHERWISE NOTED) (A) TO EXISTING POURED CONCRETE: - 1/4' 0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY, AS MANUFACTURED BY LLW. BUILDEX, INC, TO LINK. I'c=3192 psi. - 1/4' P ■ 3/4' SOLID SET, As DISTRIDUTEO BY ALL POINT SOLID SET ANCHORS TO MIN. Vt-3000 pal. - 1/4C R CRETE-FLEX, AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN, i'c=3350 PIT. NOTES" A.1) MINIMUM EMREOMENT OF 1/4' 0 TAPCON ANCHORS OR 1/4- P CRETE-FLEX INTO CONCRETE IS 1 3/4- MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13, A.2) 3/4' SOUO SET ANCHORS SHALL BE ENTIRELY EMBEDOCO (7/6') INTO THE POURED CONCRETE, NO EMBEDMENT IK70 STUCCO SHALL BE PERMITTED. 1/4 0-20 SS SCREWS USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST. A.3) IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL FLOOR, ANCHORS SHALL RE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INOICATED ON NOTES A.1 3 A.2 ABOVE. (0) TO EXISTING CONCRETE BLOCK WALL: ASTM C-90. 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 SOLID SET ANCHORS- - 1/4" P CRETE-FLEX, AS MANUFAMRED BY CLOD CONSTRUCTION PRODUCTS. NOTES: B.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' • CREPE -FLEX RiTO CONCRETE BLOCK UNIT IS 1.1/4' MINIMUM EDGE DISTANCE (E.D.) SHALL BE AS PER SHEET 13. R.2) 3/4' SDLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/8") INIO THE CONCRETE BLACK UNIT, NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 0-20 S.S SCREWS USED SHALL BE 1 1/2' LONG MRIIMKJN SHOULD STUCCO EXIST AND I" MINIMUM FOR WALLS WITH NO STUCCO. 8_3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE POUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL RE As INDICATED ON NOTES 9.1 R 9.2 ABOVt. (C) TO EXISTING WOOD FRAME BUILDING: G=0.46 MIN. 1/4- 0 TAPCON W/ ADVANCED THREADFORM TCCHHOLOOY. OR 1/4' I CRETE-FLEX, AS MANUFACTURED BY 17W/BUTLDEX, INC R ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR f 14 NOS WOOD SCREWS OR 1/4' 0 NOS LAG SCREWS. NOTES: C.1) MINIMWI THREADED PENETRATION OF 1/4" • TAPCOH OR 1/4" 0 CRETE-FLEX OR 014 NOS WOOD SCREWS 001 1/4' P HDS LAO SCREWS INTO THE WOOD FRAME UNIT SHALL BE 1 1/2' FOR Cl THRU C4 AND C6 THRU CB COMNECTIOH TYPE, AND 2' FOR C5, OR AS INDICATED ON WOOD SECTIONS ON SHEETS TO TNRU 12, NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION, C.2) MINIMUM COOL DISTANCE OF 1/4' 10 TAPCOH OR 1/4' is CRETE-FLEX OR /T4 NOS WOW SCREWS OR 1/4'/ NOS L00 SCREWS INTO WOOD SHALL OE AS SHOWN ON SHEETS 10 THRU 12, C.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE OR BRICK PANELS. VENEER OR PAVERS BE FOUND ON THE EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANEL$ - MINIMUM THREADED PENETRA7ION SHALL BE AS INDICATED ON NOTE CA ABOVE- (D) TO EXISTING STEEL STRUCTURE: MIN, 12 GAGE, fY=33 KSI (MIN.) MATERIAL -1/4' • FFW BUILDER( TEX SCRIMS. W/ FULL THREAD PENETRATION, NOTES; CA) MINIMUM EDGE DISTANCE OF I W RUI SEX TEK SCREW 1'. 7, ANCHM SHALL BE INSTALLED FOLLOWING ALL DF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR MANUFACTURER. S. IT SHALL BE THE RESPOIISIBIUTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD FRAME RUILOINCS• 0- EACH UNIT LUST BEAR PERMANENT LABEL IN A Y15181_r PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCICS, 10PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE WITH SECTION 17N." OF THE FLORIDA BUILDING CODE, ONE LABEL SHALL 8E PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709,9,2 OF THE FLORIDA BUILDING CODE. 11, FOLDING IMPACT PROTECTIVE SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED PH THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO- 12. (A) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENOIHEER IS GENERIC AND DOES NOT PROVIDE INFORIOAT10H FOR A SITE SPECIFIC PROJECT; Lam. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (9) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INMUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE PROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITIE IS THE CONTRACTOR'S RESPONSIBILITY, (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSICERED INVALID IF MODIFIED. (D) SITE SPECIFIC PROJECTS SKAL- BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHKI WILL RE RESPONSIBLE FOR THE PROPER USE OF THE PS& ENGINEER OF RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (E) THIS P.E.D. SHALL BEAR THE DATE AND OR101NAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENCIHEER THAT PREPARED IT. TFIIS MGWIHS SHALL ONLY BE USED TO OBTAIN PFJtlBTS IN THE STATE OT FLORIDA FLOIGDA BUILDING CODE (High R Han High VoloctV Hurrklml Ianl)I law 2. W. V THAT CMJ—r6 ALLOY -SUT WTNDO W -amr- (TO, A LAWN5, 6063-TS AWTF 6063--73 ALLOr Eff-W-OR ANY MrL 7.70NS AS PER (TO aE USED ONLY FOR RVSrAjUArCAt5 6 --- AL Loy OFTA& ON SWEET J) 30 FU7 OR fWHER ABOVE CRAVE MEASURED AT BOTTOM OF OPOWNG SEE COMDOW.WS 20. 21 lk Z? ON 606i-TE ALLOY -Tarr ZfS-- F.Mr 7' OW -Lnr-- 2-Ur On - al-n- 1700, 117r-- INV KAU HEADER (2) 2" -K�AX B-0. CUUM-G HEADER (9) BOTTOM SM TRA ROPTOM MACK A 6m-T5 ALLOY 6gizzaQ md 605J-T5 ALLOY 6063-rd ALLOY 6X3-Tff ALLOY -DAP c 6063 T6 ALLOY e2 UALT BOTTOM TRAM -WAPTER (tg BOTTOM R4M GUARD ALUMINUM ANGLES WtO-rg ALLOY 60&3-T6 ALLOY 606J-F6 ALLOY (IV810-16 A )iR-ORNMR-E 6O63—T6 ALLOY 6063-76 ALLOY COMPONENT o b ti— t2 2- 5" MAX, 0-125' 0,125' 2m Vm MAX, O.25m 0,25' 2" MAX 1 0.062W 1 0-062' COMPONENTS WN HQQ,-Q 6063-T5 ALLOY FUMDA BUADM CODE (High A N" High YONCRY Hlll%lll Z4M*) zo m7um W- TITAN 11 F=ING IMPACT PROTECTIVE SYSTEM Bum an 4rE 1LIECome- F"RG SHUTTER CM. 7"9"'m "Iff y 'On wlRa1 UnM MIN AIL M" 0 *mzlm-:��fL allm" 20-190 ftwbw"*�wn Mum ft r"T°• (3) ROWS OF rI, e hyxEs S-,. RT 3V AV OTk Born LZRECRONSKNUCKLE . SLArs O 110 h Da 0 x L�_ IQ �:- SLA r *MoD w N 0 V p ��. - 8 o 714 A0 HOLES EA SPACED IT 3/d"ARIRr . [Lahr DwEr7ms. _, I try` I f suTS I �Z� ' L___Y___.J Mwwppy �T a f f SAT N 00IF Uy �r �F w -r �r-Ciao txN SrM oF WINDOW (SEE TASL[ S) Sow-M Ew r o ro111,eu r� of Wareaw (SEE IAB'-E 7) loll' 1 �, TWW WWWW {SEE TAM tJ ORRICE - 9FL[. (2) IlVtbCAl'S ANY BF M OW S2,lT SPACFO A ASWUM OF 24- APART WN 12" MW. FNOM EAW OF SLAT TOP d L70U AL, S1AT ARIST M6TAL[ED AaMCCNT TU 4 OlP NAP AT CCR?$Rs OF PROMC7.. SLAT L (titM7MJ NO BE L6YO AE AN OPrR7N top Au NYS'TAUAMN'S a -MT VMDOA EL.•.VA'�ViL UA02ER LARGE MSSRF. Auer VCLUX PERR�anoN5 AS PER Th75' DtTAO_ - AHK, Wraoals MAYN suT sPArFo TYPIC T SLAT WINDOW DETAILS WW 24' APART (MV EWRY F0 SATS). W,% j VIEWING WINDOW dr._ G CLIPS TYPICAL ALTERNA TE PERFO AT (5MALL MISSILE IMPACT] T)SLAT WINDOW ELEVATION LARGE MISSILE IMPA T •,„'"!+1+'rFF ,�iL�iew ,i,11�j.11.,:1�,T• TABLE 1. SOURCES FOR r4Al7F. Rwww rES STi0M34OW rrFa<Ans slec' ,FIX7a1ns RefrRovw uVEAft / SMA E 14AM uCAduffl p1 VICU if79Lk F07• AS M sPEcrIC c19AVILv mm2wi ASTu on] DD43 Int,n 0.w3 4!n' eL- TUf-% E Y D STRFNOTIA ASW Dean 9.400 p..r- 9.9LO "k FLE)0.WL SMEN M AT MELD A" D790 lZ5w P..f- 1.3.4M o..J. FUYLWL AlCOL $ A$T D790 340,000 P-i. 345.00D p.L NTLMED IZOD A157D 0259 to FT-16fin 17 rr�t^ SMCWQ OENSfn' AMU D2543 47.2 x e4-5 s LLAz PATE OF BURNNC A5rN 097.7 C-t CLASS C-1 CLASS SELF ICNDDN AAsTm 61929 104D 'F goo 'F �dllE89Q ASN C107 LENSLE STRENGTH AFTER MFITAEF MO AsTAA 0979 970E pal. 9M0 c..L 1ENRE STREW BEFOG WATHESW40 ASIY 0979 Mat pzL a990 $3.1 TARE 2: SOURCES FW STANWM LlL4li7l )m Co~TD°R]1[ !'M.>FkRIFi 5 MAW /RLPM AIRi � xBrrya MWMGL SPECIFIC opl AMIA D79�0 O.M2 !/n' TEH5ILE MELD OR"J"TN ASIM Dva9 11.500 Pii 91XUPu STRENGTH AT VIELD AM DM 1y,000 Pi1- FLEXURAL MODULUS A50u D790 440.0DO P.4A, Alt N07CFiD r100 ASFY D259 CA IT -MA,, af�ral �a COEFFICIEM CF wERYSL WANSION ASTW Duo 5Z . IO In/In_7 FLMAY1H91Tf k 94 V-2 A1ELT9/0 TEIi'W41Ufl[ ASry D34}n af1O IF FLONDA BUILDING CODE [WOh t NOD H[gh Y.Io01ly HLwrkww Zwo)I SEE ENO CONNECTION DETAFLS ON SHEET 9 TYP. FULL HEIGHT, FOR CONCRETE, CONCRETE BLOCK OR lJ LJ r t:J WOOD INSTALLATIONS- UNLIMITED WIDTH - 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET S. SEE SECT ONS 4 THRU 6 ON SHEET S. SEE SECTIONS 7. 7A R 7O ON SHEET 7. SEE SECTIONS 1W & 2W ON 5HEET IO. SEE SECTIONS 4W, 4AW k 7W ON SHEET II. SEE SECTIONS 7AW, 75W. OW k 14W ON SHEET 12. m or(�)W/ ff . g ,(!�) w (f NOTES ON ® s LOCKING TUBES @ AT(Rk ©. E r�t3J AT 30' O,C. 1. TWO (2) @ SHALL ALWAYS BE USED AT PRODUCT'S MnSPAH SPACED AT 30' O.C. FOR SPANS UP TO 9B". USE THREE (2 FOR URGER SPANS SPACED AT 30' O.G. AT MIDSPAH. COMPONENT MAY BE R "P LARGERI AN 99" UP TO 144' ST INTERIOR OR EXTERIOR SCREWED TO TAPPED EHTERPIECES (OR L . LOCATION OF ® SHALL BE AS SHOWN ON TYPICAL ELEVAmm- 2. (2) LOCKING T11BE5 ORAL� ALWATS 9E USED TOP t BOTTOM AT PRO'-TS I- -a PIEC 4 OR{'J]AT ALL INSTALLA71ON5, LACKING TUBES SHALL HE SECURED W LEVE AS SHOWN ON SHEET !, t SEE LIMRATIOHS FOR a ON SHEET 2 I�HTll Hy�r. ....... (/ FLORIDA. BUILpHf CODE (FrBh k Han Hlph Yeloolf7 HurrlogM IAM] 11G �8F �302° "1�EW IN[ TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM s' it OPTIMAL NARK HOOD PPOLMD CONCRETE R01 IIaN OT-, 0.Q11D' THICK ss. -.f OPTgNAl FUN HOOP [NON-STRHCTURAL} fHOH-$TPoJCTOR,Ly ME SHEEE 13) - ROLLER HOL SaCC' rma j� 2.500' riuN. -Mm. E.O. • i 4 J"�'`-"i�->r �.� pOwlCM Ss—_. :i ran.•. .. - D.ass'r ow-} sNEET IXF ■ /1c r 3' S.S S,MS. w/ d 'RRR + viv, ALJ 1 11 74 LONG NYLONPOP I - - ]/+a' ALLM. • F. Y '6' O.C- 1LONG BVSKINQ W/ A 0.170' ` - rDa ' % .-... (:`H� MAX)Iu+LY x ,' 1 TOP SECITON'7 a.+es'm.z7o O.C- o Te Q.c- VS' f IIW 1 O.O. AND o343' L0. AN 1 0.223" 91YrraM gwxr TAP[pl LONG SECTION 0,3Qa' M13, AND ULTRWA �_ ER F MM, sEsrwnoH w �ED THREADIFORM 1 0.2 d _ CONCRETE_ N � (SEE �O,h.E yr TFCIN ILQUY UI F 1/4^ .. 1' TEN ---.: y SEE (TIP. Or WALL REQUIRE➢. 1MT SHEEP 1]] �7/ - I +/{ F �H Niff & +• T PRODUCTS F RASHER 9 4' O.C. i� ATE -FLEX w/E 1 ry POURED CONCRETE T --,. a e• or- -- 0R CONCRETE BLOCK F MIN. 57 .T10N TO DiA5.5 'wAl REQUIREL- or .f. or (SEE SCHEDULE f T .�.- + ON SHEET 13y T.� L7 W 1 • MIN SEPARATIOf TO GLASS POURED CONCRETE 1 I I �^ ' --'^ (SEE 9>100W 1 YL REOUF�EO�� I ON SHEET 13) 7j ION Q- ,, TExW (SEE /TAPCON i SCREW /A-20'e' i, w/ AfAAAN„" CD SS. MS W H_ mw & �{ 7! I TH1€A➢R7RM wASK. TEcHmmory� 9 4 O-G. .' ONe NY MSH S i 9GTmu). AND 3/4' j1sosJs�- OMSTm PRODOCIS S ODI CI sHErr ,]) Rip LONO(Tyy. TOP), EIDCEP7 AT WALL FACE MOUNTING INSTALLATION CREED � y (SCE ROLLER HOU5NING ow-)SECT1n x/ N{ �j s- O-C-i f3�x4 MAN.) 1 .. I WALL FACE FACE MOUNIM INSTALLATION m 2 GE ANCHOR •; i. •: . SECTION 1 SPAGNC AHOMpf GIIF-. O 2-$Do MM {Rm- r.- Z lA�. . 'dBlLROEClKl CRGIEfWIChREEIED ANCHOR — SPACING STAGGERED ANCHOR IN DETAIL FOR U6 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK r�; SCAiE: NDV-EoR WM91NN,TIDN OF SECTIONS: Ik E.D. - EDGE DISTANCE I- MOUNTING SECTIONS CAN eE COMBINEq (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY 1NSTA1AT1Qf- 7%7I T SET LIMFTA-nOM R ® ON SHEET 2 r, I.E. EXISTING NON SiRUCRWAL WALL TRIM MIECORATIVE HIM 1. RUN Hoax x (NON-STRUCTURAL) - -'7 ll 1 rE! w+Ee9a. 1 I or ®t LLyy� S� IF 7 f "ISTINC NON F RUCTURAJ WALL TRY {EIECORAME yLQ DECPRATIVE WALL TRIM TRAPPED MOUNTING INSTALLATION SECTION NN]f. AS.Q. DESIGN PRESSURE WING - +65-0. -90,0 psF FLORlDA MLDINID CODE (High CX Han Nigh VnlxEly HurrEaano Nana) F A'z070 nLTEc° "�' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM mw- In: No, 44167 " Y-P FOLDING SHUTTER CORP. tm MARIII MrnNTI If we J Kn "*'M1 IWO W-iR67l —AMWANAIrIf.I...AH1 '/`°"°" aArc * Y STATE OF . F2u Rion . ••' . • '�m1i1, 111�1Aa al - I E C a .M�. T'Fsrm ! ION N:oMPANT . "` 7��Itl�6 "�"" arbpR.,e~A,.ti,. -mAi: R�9'AM.CORI CA-w"719 ,VLTER A. T[1R dr- P.L il3fAfDA 13e, "167 �r x0-1 is OIANaIa No w AAAeRnm aMl " 5 aF 13 1 - 1/4'0 . 3/4' "EN$ $CRM OR 1/4' r 3/4'— RCLTS W/ HUTS k WASHER A 6" D.C. 0.060' THIC1f 5.5. . POURED ODSCRETE OR _ .. ROLLER "DIM" ' MN. SEPARATION CONCRETE BLOCK WA" REOLIREO TO GLASS r` (SEE SCHIEOULE CONIETTC4- gN ---ED. 74 `DPTbNF1, ft" ) I DN SHEET 13) SSE-_ SHEET 1]) j1DA3- S.S. S.M.S. W/ 1/2Y ALTEPWM 3/18' ALWW. - .3/4" LONG NYLON BUSHHAS ANIETS A 5' 0.C. - ,1 i 1 "'W- TOP) AND T • LONG (TIP, APOP EA GOTrou). EXCEPT AT Rouse Hamm (IYP.) 1 (x) NTLQ- NOa.LERS y I W{, D-a55'A ITrP 1 _ 1 i. • 'SYi •, ''A4TERW.TE ! 1... LEG t ANC '� r 3/16" ALUM. POP `'+E9. _' PNfENiAfepN RVET$ A 18' O.C. r10 K 3" S.S. ams" B15HB16 x/ A 0 T90• cow. OLIO , . .... , . I Zzym LOHC TOP SECTION D.500I Vv:ros♦ Tg91 GLAS ULI%kw D.G. FA61 0.245' I.d AHO — (SEE SCHEDULE''r'R O.2 23' LONG BOrf0A1 FrRmw rk ON SHEET Ty) SLC11pN 0.3R0' C.Q. AND SIDE [STEP.] 0.¢45" I.d. ALTERH6TE 3/1 W MIRA. f] f POP W*7S A 5' At [7 AT REM. • �� _ fl� 60 ALQR. POP AIYE15 TF ! Y+ 10" O.C. BOTH SIDES 113 +--{'4-• --CEO. -� WIBB'il1AI C3-` - µT[RNATt LE6 (SEE SHEET 13) ORIENTiAT1GN _ 114.0 r 3/� TEKS SCREW wA POURED CONCRETE OR 5A' WASHER OR 1/4' r 3/4" CONCRETE BLOCK WILL— BOLTS WA W: 3 5/R' WASHER Y RaOUIRED a' O.C. BUILD_-QU_T FACE MOUNTING INSTALLATION SECTION 4 - 1; o : 1O aC•em Rmcm s PLYOM T/4" THRu BOLT W/ •�•-••_••_ ' _._, T _ W A Nut ■ 10' 0.C. EACH SIDE WASH R & BOLT w/ rrAsrg+ ! Tar a s• O.C. + -+ 1/4• � rAR'caeu OR POURED tiONCREHC CR - - � OATH-PLEX ANCHORS !" O.C. Comm. BLOC« WN.L RE01ARE0 2-K4' OR z'K5kT/E" POURED CONCRETE OR S•s!'r1 /t' !0!3-rC fp/l. 6063-T6 CANT. µ.UM. CONCRETE BLOCK WALL ALUM. A O E OR BEER T'IAIE. ANGLE REQUIRED STANDARD COUNTER —TOP MOUNTING INSTALLATION ALTERNATE COUNTER —TOP MOUNTINin, SECTION 5 INSTALLATION SECTION 6 N.M. A.S.Q. QESIQH PRESSURE KITING= +86. Q,MAX- - A-S-D- DESIGN PRESSURE RATING- +N.C. -66M PSP a MIN. s TON. 1TO Quiss I (SEE SCHEDULE I ON S14M 13) 1 ALTERNATE LEC`�`:1 er ran d1 & ANCROR 3 1 ORIpRATON ! Z d ' IiIi ka _I INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE : N.T.S. NOTE CDR COIA9INATIOH OF SMileNS * E-D. . EDGE DISTANCE 1- MOUNTINC SECTIONS CAR DE COMBINED (SEE SPECIFICATIONS ON SHEET 13) IN ANY WAY TO SUIT ANY INSTALLATION. t SEE LIMITATIONS FOR 0 ON SHEET 2 AIH, SEPARATTDH �j (SEE v�rnxr t fl a 9 � Lri $HR>ET 13} i ALTERNATE 3/T6' ALLM - POP RIVETS ■ 5' Q.C. ' AT REM. y � EQ Eo. iTVAUJK B' oc em � f�J%'• MNL 3/4' aLrWvoo N R (SEE SHEET 13) C EQ. EQ. 1/4'd A 3/4' TEKS SCREW OR 1/4' . 3/i• BOLTS WA NVIS �ouREO CONCNEIE OR S/6' WASHER A 6- O.0 Ii u]NCREIL .DC✓C Wµ. REOUIPEO .. FLORIDA BUILDING CODE (fth k NCR HIBh Vakmft Nurrioum POLMEO CWCRETE REOLNRED 0.DW THICK S.S. , ROLLER HOG9NG I21 NYLON TiOIlER.S 0.935"6 ! a fP10 . 3' S.S. Slls- %r/ 0-373' LONG NYLON -- BUSH"D 1Y/ A ""w I LONG TOP SECTION 0-500' U-A. AND 0343' Ld. AND 0.223' LONG BGTrom SECTION 0.320" mo. AND 0.245' I-O- (TYP.] Y INN. S�PARAADN TO CLASS (SELL SCHEDULE ON SHEET 13) 1 OPTIOIML PNN WARD {NON-STRtlC1LR00 ALTERWE 3/1dr ALUM. ETS O POP RN5" O.C. �. AT REAR. � f POURED CONCRETE RECUIRED �• WK ED. m—EQ•_ cou�IaIBN m (SEE SHEER 13) ornm%L RAIN HOOD All, (Rom-MUCTU AQ 5' S.S. SII.S W/ 1/2"9 {/4• LOW NYLON BU5IANCS (Typ- TOP) AND 1' LONG (Typ. BOTTOM]. EW3C V AT ROLLER HOUSIIM, I15'P-) 3/16" ALILF^ POP RTVM. a 1e O.C- OW.. 0.1"-,0,2 70".0.C30- ULTWAO WEATHER --- sTR1PPNG EA. sN1E [iYP-] � 1 or rosCLASS T10E1 T W ON M E47 13) w. I or t 1/4' 0 = 1" TEN SCKw OR I s/14, OLM pop WETS m a 1D' O.C. BOTH GOES M SHEET 13) - • INN. E.D.- - Iw-so �1• s-s +Es wn H1R k 1lE9Vi1¢ a a' O.C- LDCAr1ATE EEC NCHO N " ' —tf6 1 C7 (SEE (SEE SHEETHEFF13) LACE CF cm or SLAB -F APPI RYBLE FIC HE rN f.0 - FmJRED CONCRETE - AMUIREO • YM. E0.- - - ON. EA - ALTERNATE TRAPPED MOUNTING INSTALLATION AT�OTTOM SECTION 7A7A INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE: N.T.S. fi0jEJLEl9 jE��g1.kI91Pld_rN.-.QF_ ffAM LCi: 1- SAOUNTING SECTIONS CAN BE CONBRNED IN ANY SPAY TD SUfi ANY INSTALLATIDN. T SEE LIIiTATIDNS FOR 8 ON SHEET 2 * EA. - CDCE DISTANCE (SEE SPECIflCATIONS ON SHEET 13) 1 .-N. SVAT?ATMN to CXA�s 8i UL (SEE HEETT113) DH SHEET F A7 I' t Tn [7 OPTKAN RAM GUARD 1rF LION-57RUC7URAL} UVO 'Llm m row. i - - PDP Hmm a 5' O ,! a� AT iIEAEE p_ . Z Y F 9 S ! SIWET' t0' C C BOTH DES kUx POURED CONCRETE REIXIIREU. 01101111m t off (s1:T: SHEET 13) IyN- E.lx ALTERNATE TRAPPED MOUNTING INSTALLATION AT BOTTOM ff,CTION 713 nOR10A BDRDING CODE (mph t NM Koh Y6100Y H.R% r 20M) l GR6I11E➢ f�Ap.ETE &Ocx xru aea•a - 0.000• AAu. _ per 3aa0q (7) �Ha or ,/aY TJpLWs iT ax+. n,e� xn BDFI%iLC %� '--.��--------- luf/4•.3/,•SERS Sfax' - Y o-c u.a.Jwru.- o e e o o D -=___•- -- . T, pm SPENu —-------------..._. � �. au13-ys NSVT- �-i- vr + - . �ST•+�] - .- tni 1/4Y . 3/4' TEA: SpRI< _ . ,/1• ]+. � _ _ �•� •ltr.1/a1 ID,OR! ]5fJ71/LS O/pIM A Ism sockLo A4= fm xG1m614 .. rt 14b Lcwm y SPIN TUBE — f YOII INSTAI.LATIOM TYPICAL ELEYATi@L (TUBE AT MP) • s. E.p Lr•+'•1 vu...M- �T _ aw. ea.s . ra41/,ti 1n1an. 91 e]_R RYAL xHr.-[ sroz•.,�L� vxcl. AL ppL:..1'A +YJr WRE . - - ISEE M.Ex1lE7 _. i,sa'LCICP.LII Y Y F* •---f/47 x 7M TIN SOW DO p O ■ro-¢ — ------------ — � _ .. 3•.4• xf 35r3' rr - ir.•. TUOC .Al, 5/r6N2 — — — — — — — — — — — — — — 71J' ••1/,1 1FA41. msJ-n ALIAI . anrn AMAI A40! (sm sanAakl A"1 '1' • sr• °a spm" . �.. sw�c Q m . nec ooru _ s uaa• A0.x. 1 1 oL. IUIminwllr. - - A�r..r. +wcrro"s c--) PdaeEo m.eRr�E qA qNI/CTCR lu= �•T'0Mn (sJ .na5 al Ii.A00Ae5 sux rw-L REEL,.lD racr�cic m+.y Iscs rc aciamxrf TYPICAL ELEIIATIOM aM AT 90770I11 am 7U13c MQyHTING INSTALLATION att ac. wnrw,r.L,r. a'.,• n 3•.S• a 3•.s'n1,' 3] n tiw. ANGLE 1 OF 1 4•. _ �,.:,�, wa1. --- Vz• .f11 F t M. T1 a zrip- TABLE 1: MAXL SPAN TUBE LENGTH SCHEDUILF (TUBE TOP OR BOTTOM) * TUBE 532E MAXIMUM PRDDUOTSPAN ALLOWABLE TUBE SPAN REq'O ANGLE LENGTH EA. ENO NUMBER OF ANCHORS PER END OF TUBE TOP OR BOTTOM TUBE TOP OR BOTTOM TUBE TOP OR BDTTDIAI TUBE 2"x4"91/8- 50• 106V 13 17- B a 98" -- BSA'_ T44• 13 2•x4"a1/4• aG• 117A' 17 10 - 12 12 96• 110.0' 21 144' 91.0" 21 2•x5'xi/6• By, 109.0" 17 21 10 12 10 9B• 144" 100.0' 51.0• - -11 a0• f 44" 124.0" 93.0- 21 12 12 12 - 21 2f III VAJO ALM VON MIDHEIGHI TUBE INSTALIATON ONLY WHEN THE S MATION OF NE SNUITERS HMMIT ,ABOVE & BELOW DOES NOT EX=D THE MAX. PRDDIL C[ SPAR 5mm ON TABLE 1- TABLE 2: MAX- SPAN TUBE LENGTH SCHEDULE (TUBE AT MIDHEIGHT) TUBE SIZE MAXIMUM PEiOSPAN ALLOWABLE TUBE SPAN RWD ANGLE LENGTH EA, END NUMBER OF ANCHORS PER END OF TUBE 2"x4'X1/0' 60" 96" 144' 76V 60.0" 4110• 13 17 13 12 15 12 2'x4'xi/4' BQ' 87.0• 21 21 1B 18 18 9a• 7fl.0' 65.0' --- 21 2"x5'x1/B' 90" 77.0' 17 15 1a — 15 96• 70.0' 21 144' 57.0' 1 1 17 — 2�16•xT/8• wr 96• a4" 88.0' Our 68A" 21 1 B 18 21 1. •D D D D a INSTALLATIONS DETAILS WZ SPAN TUBE INTO POURED 001 CREN - ire �` —-------------- - -...o GROUTEDOR ALL . ..,. D a D D D_p U� sc omq — — — — — — — SCALE, N-T.S- `ENN TINE rill p;�uw ©- - 604}16 Nlat D D o — D 'O �rrA nmE AC 9c.rnxr NA% AS.D. 6F�Xi1'1 PRESSURE RATEiq + l72p PSF r . Ah ROItlt1A BUILDING CODE (Mph i /Ten Myh Wloaity MOO rt16cn6 IpM) 1 f14E95ebuLn _L. • ....eiS• 0 x01n Tl100 ING. ®' gqq�%•�, ����• 'Q'3 71TAH II FOLDING IMPACT PROTECTIVE SYSTEM MIOMw Ir'' at : Nu. 44167 I L E C C IM1:. FOILING SHUT CORP. f.- ,z =42 SW Or S'.r w 5a'.VC�7,j 'k Tu NOa: ERO,.EE nwo c9MMM' 114E MANTM um1ER xN6 J!l Kw L6Y fA. 31r TTxs mo-. Laro1H eoe�-re AWI. w,2e YI•i•JLELEVATIOiTueE AT M m "'�"`,'4-,ss �r�-°�,ea1u "Mnni�oow-rs>'+3 2l1, T 5TATE OF a^� ,TUBE 110t1�1 sUs Ia1 iAlaNs roR DN sNEEr a 59 F A •. y r wLILn ti . r c "'++ o rb TIL `nl •''�f tir FLO 40A Uc. f 44167 1rtlr a Or 11 TAPCONS ANCHOR MOL ED- 7WC1LFi (SEE srEar 1,]) r� rmwm zv I ` + Tm O lr Oc. r ,rat. BUILD —OUT END CONDITION 1 3/A' MIe, E91 - are' ErrF.) Ex9TRX7UK Snr Fap Rni'Is CR Uk,ERP110E FOR - ,r Alt ar 1 t WAJ1 FACE END CONDMON to I t1SI V It r1 rr �t or }�t .9oxr 9L1.P U RYM OM SH WN ie4 a-C.'/4' ma ORN p= ROTE 11 m R. -W ac a u] a to o.c. ■ HORIZONTAL SECTION 20 MOIa20MFAL SmInOM )K i1All 19YFF AT IAST SLAT AT TNAPFW IN6rAJAT1611f t Sm LmixTIOFLS Fm © ON aNEcr 4 NOTE I ONE LOCKING TUBE, PART SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR INTERIOR CENTERPIECE (4�0R INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE J, A SOLID THERMOPLASTIC TIP MU BE INSTALLED, THE TOP 1.100" OF THE TIP SHALL BE SQUARE, 0.357"x0.357" AND ITSHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE @ AND SECURED INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM tior OF THE TIP SHALL BE 0.363' DIAMETER WITH A 0,200. LONG BEVEL TOWARD THE ENO AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM OF THE TIP A SQUARE, 0.475"xG.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, W A 0 . 3156%0.366%0.630' LONG ENO SHALL BE 1NSERTED AND DIMPLE CRIMPED INTO THE TOP OF THE ALUMINUM LOCKING TUBE . THE TOP OF THE PIECE MUST INCLUDE A 0.604' DEEP BY 0,188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. SOLID THERMOPLASTIC TIP INSTALLED AT ® SHALL BE ENGAGED INTO 3/8-0 HOLES DRILLED ON THE OUTER HORIZONTAL FLANGE Of TOP/BOTTOM TRACKS. END INSTALLATION DETAILS INTO NTO�CONCRETE, CONCRETE BLOCK & WOOD AS APPUCABLE m .w oc. � Mros roa i lO IN' SPAN j OR ALL1 B " MAY INS,NLF FnMRgM OR EXRAIp END LOCA -ANGLE NOIIRwl y[Cngm [LE(j: Ex1ERICle] Saga ---;:Pll a' IMLvI fin. FDq_Te ANOIE CA 1/4' . Ve Tm Olt 1/4' x 3/4' ITS W/ mm O W O.C. Epl uP Ta FF sPAn s [� • 14' O.C. ■ UP TO iH' SPAN CN Er1IN,le m' wT BE -STALLCD miFAIOR OF E%iptlm)pAj 2'> 2'-+nr CONT. a -Ta ALLOY AMI , TAPCCM/CFWW-FLEX IHC s • la- O.C- TO Dh,SiIMG sTiRfC+IF,E :xSnMG STf1GCnrtE llOM & SELTIDn 2' . 2' a IX ( ka m Cm N MFRJM eD/f m1mr - wft-.s 7G (2) • lo' O.C. ■ l4YTft71ED OIL O[H F%"lWCE O e U.C. M Ia W sFrw i (y) Oy / w a.c . 'OnVF FO 145' SPWI (IIOM Sm 11' NAY B/ Ra mlm 1xiERlo On ExlFIFOR) OR 5 SHOWN � via -(74)OR SHO ALTERNA1�1G SLAT,CORNER LOCI(ING �EIALL IONSQN N- 9EC110N 1/4• .. , 1/.' TIPCONS/C'FWM-FLEX ANclloas o +e• o.c. wa„ l4 n5 FL.ONIDA MIILDINO COOS (High A Non Mph YNocNy Hun cons Zem) 2' . 2' x �.. uuw+w rna.e mom RR SWOOR •, s M B A A r. 2'. ,/r ar�1PS OF rAr ALw u AMcu +1 AnaE LEG MAT fA�E R J, AwAY rAOM UOE AMC • r �s s"a•+n oR rowAORR 4 OPVwIG. Ma ANCHORS REGHREO TO BMR➢--IXR MOUIE 11 Pm SECIOM ,, 9 a `Fi2) 3116 Yk . uTEBrr,E wAu EXTERIOR ELEIIA M SILL AND �9HEAD oEs PLAt — EW A —A OR Mew} • ov Peaoue'r /,.. , ,�,. ; �1�e 1 OPTIONAL 21DE ANGLE Ina OR , n- r 1 1 1/27 niwY AHp,E$ Tay 4 -r 41T* slenn+ ,. s n 6; WETS PEnTO - Tm BOTTOM OR TO ,xi (2 ffmmED) i +14' , TWCOM/ . _ -ELF% AKNn M AMBli W ,ue A � CORNER POST LnBF E ISOMETRIC RAA Cw- •T W AND WMm LABS] END INSTALLATION DETAILS INTO CONCRETE, CONCRETE BLOCK_& WOOD (AS �APPLICABLU ,/. I J/,' Do Pacts MAY ff F1,1'I ,AIILIKIRS tutus/CREi[-REx m OR L ENO f8' 0-G yIle POP RNM OR L,BST,M6 SrRULTuw $,W . 7/4' THIS ` -] y — —�� Ot E� EH,1 FLOES 19. MAY K RAl EMI DR L UN TRAPRED ENI� CORNER PQ 9ZQHD ILQN WW/ FLAT END N�MrAL XCFn FLOWDA BURDWO CODE (Wqh ; om fth YNsdq WAT%Unp Za )I I A �w f � � � l mum ROWD. Y.a• rnMr. wove I camomm 1 1 I I I I f- 2'.-V Carr. rrovo PLATE REO'D. 1. r.14 FINISH 7i HOLLER IO11611I' _ 7 JIG x 3• SS. &US. w/ .I 0.77]' LONG CAW WN WNT, fwSH111C WE A O s 0.163kC.� LGnG TOP SEL7ION O-.SGG' Y4 �OPnanµRAW ' O .- FIW' 5S- S.MS, W/ 1/2Y N3/4' LONG NgLON BUSHIIIIw (Typ. TOP) AND r LONG (T7p. BMVK Dva-f AT RD- EN NOUSNG i".) 7� u L 3/16' ALW- POP RNETS, O 18' O-L- O.D. AND 0.245' IA. AND 0.223' LONG BOTTOM xv-OSG' WEATHER WEATHER B . or sEcroN v.s2o' ay. AND IE. sTraPPluc cr.,, 7 .245• I*� I SpE [7rp-] ' 11IN- SEPATpRpN TO CLASS {SEE SCHEDULE -�:I or ON SHEET Ta7 fl t I� WALL FINISH WALL FACE NTING INSTALLATION SECTION 1 W WALL FINISH C1� C2 ❑-OBG' TH" 5-5- FLOLLER HGUSINO - 74 OPIIONRL RAN HDDD [HDF!-STRUC:fURAL) ,• L s 1 a �. Lrt+ 'o ' • 3/16' Al POP —.- .. RNETS, Y 15' O-C. •WIN, 2•x4' Cow.1 WDOG- 1 SEP/AIQIOR GILMS & HEADER REO'D. 1pfm13) ON im t 1._ WALL_ FACE AMOUNTING INSTALLATION SECTION 2W (TOP) 1NSTALLATIONS DETAILS INTO WOOD Y SEE LIMITATIONS FOR ® ON SHEET 2 SIPIES I- FOR WOOD FRAME CONSTRUCTION' WOOD MEMBERS TO BE HAVE A MIN. SPEcigr DENS" OF 0-46 OR EQUAL NOTE FOR cOIArNA' 1- MOUNTING SECTIONS CAN SE COMBMO IN ANY WAY TO SUIT ANY INSTALLATION, FLOMOA BUILAINO CODE [HIgh t Han High VO" Rwnewla Tw1N] 1/4'0 a 3/4' TIERS SC" OR 1/4' • 3/4' sous W/ MJFm a VUSU R ■ or O.G - 1 _rtAIL riNSN �' ,� `� � •OOIFQ I�1 a IW ATION coNr f� NbTIE •] a1a3'aO.i7O'40.OJ0' IATRAFAS WIDUMER NIRIP m EA SIDE ,�. YIN SiPARATION TO cuss j [SEE HEL77SCHEDULE ON SH[E7 3] AVI IeIIAM s/Na' AUM I POP RBEIS s• D c. ALTERNATE LED AT FAIR. - - LQO�iION lL�� I' ml WWOOD I I II CAj r PLATE II i t REWD- •-•— 4 0,13 W THICK S,5, ROLLER HOUSIMO T SEE LIMITATIONS FOR ON SHEEP ?I W40ML RAN HMO .. .EQ-_ .. (NON-STRU:IURL) o1w, 55. S.Y.S. w/ 1/2'..3/4' 1— MOVHRHG SECT]OHS hVQ BE COMBIHi� LONG M20N BUSH.AGS m2p TOP] IH FNT' WAT 70 SDR Ff91' MSTALLATTOH. Am 1' Lma fISIN BOTTOH7. EXCEPT AT ROLLER HOI1FJNf (1Vp,) �. 1- FOR WCUO FRAME CONSTRUCTION: WOOD +; MEMBERS FIE HAKE A MIN. SPECIFIC OENSrrY OF 0.45 OR EpllA, TO •' - POP 15RA+ETSY 1`10 • S' SS- SMS. W/ 0-373LONG NYLON W/ A 0-1 W' LONG TOP SECT • 1Y D.C. BIr,HIlO M OD' O-SO.0- MID 0-20- w AND 0.223' LONG BDTYON SECTION 0-3W 0.0, AND 0245' I.d. (T4P-) 1 j I SEPARkTICH MASS (SEi sauE mON [ SHEET 13) f III I ■ ► or ®T N I I B I - 3/Na' ALUM. POP RIVETS s No- O.t. SOTH sloes 1❑ ALTERNATE LEG _ LawTtaN VOTE 1 L r--r--- 1L A, •] I F ___ pi 7S i�l 2k4' CONT- 1 1 PILVE /4 - SCREW S aWASHER OR W000 REO'R 1 y 1 1/4' x 3/4' BOLTS w/ NIr s R ,I l V I s/B' HASHER 6 4- D.0 WALL FRASH ..a �I44 7.i if E4. EQ _ r/4'1r . 314' Tf16 srnEW OR 1/4' a ]/4' BOLTS W/ MM t 5/0' WASHER O 67 O.C. %ALLL FINISH BUILD —OUT FACE MOUNTING INSTALLATION B_Ui�D-O.[JT FACE MQUNTI INSTALLATION SECTION 4W SECTION 4AW�a Er,fE NMt ■ • ALTERNATE LEG WrATIOH AND ANCHORACE TO WAu SHOWN DOTTED INSTALLATIONS DETAILS INTO WOOD No.44"7 ` !! * SCALE : N.,& nTATF nF 4' ' (MN-) cosTm W'00D BEAM REOUwEO. STRUCTURAL ADMACY OF EIRSRNG WDDC WM To BE CERTIFIED BY Afr4TERm EN91NEER OR AROH!'IM PRIOR TO PROOIAf.'r IRSENlATION. 1 . DaaEEaIIaEI ce i 7I OPfimuL RAIN MOW r#-•. (NON-MRUCFURW ay ■ 1F QG PAN. 11�11I TO Clllse f CLAS (SEE Simms i I ON sHm 13) I 1 Or T .I2 I -- 1 or [ t OPTIOIN- RAIN GLUM (N CIN-STR1ICTURAE] ALTERNATE 3/16- Aim. - POP RNEM O 5' O.C- . AT REAR. ,� �' YZALUM. Pop RNE1.5 O.O. BOTH SIDES oEac REouram - 2'r19' YM- WOOD - --LB.-1�� (N0 RMSH ALLOWED) caN11017 pN ca TRAFRED MOUNTING INSTALLATION SECTION 7W FLOMM BULMNO CODE (Hfgh t Nm fth Yah1aly Hi rrk.H. MIN. SEPAi*TIDN TO GLASS [SEE SCHEDULE ON SHEET 13) 1/4• 0 . ,• TER I SCREW OR ,/4.-20'.1' S.S- MS WITH RITT I 1fA5HER a 4' O.C- ALTERNATE LEG • ' ANCHOR LGGlWON IS€€ NOTE -I— OF SUH F AT'EOCPGCAEB[E $'t6" MM. HOOD 1'r11IN. E.D- - - T' YIN. C.D. ,^ DECK REQUIRED (RD FNISH ALLOWED) FLOOR MOUNJING INSTALLATION SECTION 7AW (BOTTOW (a) 5/16' • uG scREws W/ 2-- PE1WE,11ATIDN AT RAFTH t2� of Tp1/TRUSSTRYSS[S -�•: �� ^ M1 (a043-T8) Fur• : PUTE W/ 1/4-0 C" TEA _ sum a s" a0. F.- Olt T/BEI! . (WEEM606�3-- w - PUTS W/ 1/4"1 .1. TEK � — SCRa 4- O.C.- kR EW�s4-..C.- eEIWEEH TRUSSES EDCE Or Sue F APPLICABLE 2'.6' MN. SOD DECK REOIARO (AND FRI311 ALLOWED) EDGE OF Sw ArsWeLE 1 SEE UWATIONS FOR 0 ON SHEET T NOTE FOR CONRINATICN or 5gMW: 1- ll"U NO SECTION$ CAN BE CMWELI IN AJlY WAr TO SUIT ANY INSTALLATpN. bogs: 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE HAVE A WIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 2- SEE SECTIONS err & 14W FOR MO. A.S.D- DESIGN PRESSURE RATING & SPANS E705TM U WDOO TSUSSEs OR RA -TER AT 24. 0-C. KdAX- I MN- 5ETARATRW fro ITUSS (SEE IIII D1AE — .• ! ON SHEET 13) 4 a �P RNE{9 H SIDES EIMF OF SLAB F APPVCN . 2' UN. E.O. - 2' M". E.O. ALT TRACK ADAPTER INOUNTJN( INSTALLATION 2ECTION 7ew-(QIIQM) �I YIN- SEPARATION T i14• CGNT_WOOp _...- 1O GLASS r.r MN- Km STUDS a 16' D.C. -- (2) 1/4'0 TAPCDN DR 1/4-, cflm-pL" - ANCHORS M 114 NOS WORD SCREWS OR 1/4Y NDS ;- EDGE (IF APiZlONBLE) AO SCREWS AT MDAIOTH CF EA, STUD WF/ 2 1/2' MM. THHFADM PEHEITLSTIpNr pulp WOOD 1 Sam PL+WDDD F»i.JG SOFFIT 0.855 ► j10.S' S.S- S.Y,S, W/ 1/2'6 :a/4' LOW.'� F10 ]' S.S. SYS. k ! WLDN BUSHINGS (Try, TOP) me] 1" LONG (4F WrTOM). EXCEPT AT ROLLER HOI.MSM . W/(rye-) BUS HIN LORD s / A . D.- 0-11. AND o24s I.d. ANo 0.TWu'.oz�e' INSTALLATIONS DETAILS o-u3' LDNC a MOIL SEPAGTWUr sEcnoN 4.45' D AND D. A D-2N" TO GLASS 6E WE11Wn11 T o INTO WOOD Ld. (T+'R) [SEE s -L, ON sNEET 13) mpm* B EA sN]E (TTP.) or �k T SCALE N.T.S- tit ,µkW HEADER To TRUSS MDUMTIN INSTALLATION Sf�TION _8..►y _TOP ��` SV MAX. A.S.D. DESIGN PRESSURE RATING +GD-O, -60.0 PSF aj (SU 5CHEDULE r DN SHEET 13) WALL rINIS" or ®t . 4• GI tCONT. b AUJMINLIr TUBE ,I { 4a �}! - 1/C/ x 3/4' TEH v E9. - - to. - .. 'y 90" OR 1/4'-20 . 3/4' _ '. . j ' SS. BOLTS W/ WRRS a I .. .. .-1/4' • t VV TM WASHM R 8 O.C. SCREW a r p.C. -19-WQOD S MQUN Ly tNSTAE�4TION IMAX. A.S.D. DEVON PRESSURE RATING_ +W.O• -6D.O PSF f1ARAA M�OMO COGS * Men YNeaTy NvrrlavlM Iar) wow PRl�ux ��/_1 YWNW MAYS VMS n L AMMME RbC a Top s emlaw POSR+vE Na>R1N[ PR�AR As' 30 Oaf 144,0 144 180 Ih ft 35 psf 60.0 60 SS Ib/ft 100.0 100 148 Ib it 144' I44' 210 I /ft 40 Oaf 80.0 60 100 Ib ft 100.0' 100" 187 Ib ft 144' 144' 240 Ib tt 45 oaf 60.0 60.0" 115 Ih ft 50.0' 80.0" 154 Ib/ft 97.0' 97.0" 187 Ib ft 115.0' 115,0' 221 Ib ft 144' 144 50 pal 60.0' 125 fb tt 89.0 89.0 100.0' 100.0' 208 Ih It 12A.0' T20.0 250 Ip ft 144' 140 300 W/ft 55 Oaf 80.0' 60.0' 138 Ib ft 81.0' 81.0' 157 ih ft 100.0- 100.0' 229 Ih ft 120.0' 1200-. 275 Ih ft 137- 134- 330 Ib ft 60 Oaf 60.0 60.0 150 Ih ft 80.D' 80.0' 200 Ib ft 100.0" 100.0" 250 Ih tt 115-0' 115.r 888 Ib ft 131 128' 346 Ih ft 65 psf 59.0 59.0' 160 Ib ft 92.0" 92.0" 2i9 Lbft 100.0' 100.0' 271 Ih ft 126" 123' 360 ID ft 70 paf 60.0 60.0' 175 Ih ft 100,0' 100.0' 292 fb ft 121' 118' 374 Ib ft 75 pef 59.0 59.0 187 Mbft 100.0" 1010" 313 Ib ft 117" 114' 387 1 ft 80 psf 113 III 400 I ft 0 psf 107' 104' 424 Ib/R 100 pef 101 99" lb/it 110 Oaf 94' 90" i20 paf 87 82 130 psf 80" 76' #40�b 140 paf 74' 70 150 Paf 69 66' 160 pef 65' 62" A Nam. L+' UMMLPM ALLONMBLE PRODW SPAN FOR A MEN POSTTIVL A_S.0 DESIGN PRESSURE RAnNC, L-: MAX. ALLDIWADLE PRODUCT SPAN FOR A GIVEN REGITK A.S.D. DESIGN PRESSURE RATING. FALAL LOAKM AtLONABLE PRODUCT SPAN 15 EOLHL TO THE LINDR M DETERMINED PRODLx"T SPAN BETWEEN 'L+' AND CONNECTION CAPACITY SCHEDULE (MAX, ALLOWABLE REACTION TOP & BOTTOM LB/FT) FOR MIN- EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE CON- TYPE ANCHOR SPACING CONCRETE ANCHOR TYPE CONCRETE BLOCK ANCHOR TYPE STEEL ANCHOR TYPE WOOD ANCHOR TYPE A B C A C E A C F Cl 9 425 LB/FT 473 LB/FT - 388 LB/FT - f 418 LB/Fr 157 L9/F'T. 134 LB/FT- 202 LB/FT 256 LB/FT 383 LO) 397 LB/5 432 LB 236 LB C2 12 M7-L87FT- - - 382 LB/FT 419 LB/FT 166 250 LBrFf 312 LB/FT 142 LB FT 19D LB/F7 285 LB FT 271 L9 Si$ L8/ 353 LB/F7 347 LB 380 LB I 443 iB?I 9 456L8 FT 6 525 LB C3 9 390 LB/FT 498 LB./FT 813 _/FT - 309 LB/FT 375 Ls/FT 572 LB 157 LB/FT 134 LB/FT 236 LB/FT 202 trj/F7 326 LB/FT304 LB FT 257 LB/FT329 298 LB/FT 48 LB/FT LB/I 405 LB/I 631 LB/' 6 3 - C4 9 6 3 466 LB/FT _ -- 592 LB/FT - 370 LB/FT 157 LB/FT LB/FT 389 LB/FT 134 LB/FT 202 LB/FT 364 LR/FT 256 LB/FT 357 LB/FF 500 LB FT 393 LB/I 483 LB/1 753 LB/1 448 LB/Fr236 682 LB/FT 972 LB FT - C5 9 5 281 LB/FT 421 LB/FT 843 LA FT - 224 LB/FT - 334 LB/FT - 670 LB/FT 81 LB/FT 122 LB/FT 243 LB/FT 1 83 LB/FT 125 LB/FT 250 LB 143 LB/FT 214 LB/FT 432 LB/FT 103 LH/F 155 LB/F 311 LB/1 3 C6 9 6 3 273 LB/FT 410 LB/FT 822 LEI/FT.975 325 LH/FT 215 L8/7 487 LB/FT 323 LB/FT tB/FF 648 L9/FT - - - - - 13B LB/FT 102 LB/F 207 LB/rr 414 La/Fr 153 LB/F 307 LB/F C7 4 259 LB/FT 301 LB/FT 183 LB/FT 358 LB/FT 402 LB/FT 244 L8/FT - - - - - 114 LB/FT 152 LB/FT 153 LB/F 2t14 LB/F 3 - - - 2 - - 305 LB C8 12 491 LB/FT 596 LB/FT 409 LB 736 LB/FT; 894 LB/FT� 952 LB FT 1194 LB/FT 819 LB - - 285 LB 397 LH 160 LB/F 252 LB/F 8 - - - 6 530 LB FT 336 LB/F FAIN. SEPARATION M CLASS %ffJ2 n r SLAT HIGH VELOCITY NON HIGH VELOCITY SPAN HURRICANE ZONE HURRICANE ZONE A ZONE 1, 2 3 TONE 4 5 -l0' 2 1/2" 1' 2 5/8' AS LESS 2 5/8' + F" 75'-1O' 2 3/4'+ TO 8'-3' 3 1/2' 1' 3 5/8. TO 12'-0" 0 AS pEFlNED BY ASTM E-1996 STANDARD, + EXCEPT THAT 3 5/8' SHALL BE USED FOR MOUNTINGS AS PER SECTIONS 3. 4, 4A do 7A. {MAX. ALLOWABLE REACTION TOP & BOTTOM LB/F} FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2' FOR A, 2 1/2' FOR B & 2 1/4' FOR C ANCHORS) THAN MIN, EA. SHOWN ON ANCHOR SC LE NNECTION TYPE ANCHOR SPACING CONCRETE ANCHOR CONCRETE BLOCK ANCHOR TYPE A B C A C C1 9 17 LB 4fi1 L8/Frf - 388 LB/FT - 134-LB/FT 202 LB FT C2 12 9 375 LB/FT - 334 LB/FT 362 LB/FT - - 142 LB/Fi 417 LB/FT; - - 190 LB/FT 285 LB/FT 6 502 LB 419 LB - 72 LB/FT - 309 LB/FT - 134 LB/FT C3 #37mfiols)w 69 LB/FT _ - 373 L8/FT - 2D2 L9/FT - y72 LiViff 304 LB/FT 'C4 9 445 LB/FT - - - 370 L8/FT 448 LB/FT 682 LB/FT 134 LB/FT 202 LB/FT 364 LEAT 6 3 561 LB/FT 912 LB/FT - - C5 _ 9 6 1226 3 LB/FT 339 LB/FT 681 L6 FT - - 224 LB/FT 334 LB/FT 670 LB/FT - -- - - 83 LB/FT 125 LB/FT 250 LB FT C6 9 221 LB/�"3 332 LB/LB/i 663 LBLB? LB 215 LB/FT 323 L8/FT3 - - 6 6�46 LB/irT - C7 4 232 LB/FT 310 LB/FT, Lne LB/FT 183 LB/FT 244 LB/FT - - - - 3 315 LB CS 12 8 v 6 388 LB/FT 460 LB/FT 409 Le/FT 582 US/FT 691 LB/FT 614 LB/FT 777 LB FT 921 LB 819 LB - - - - ALVCHORS SCHF;FjLILE OSEE GENERAL NOTE C.2 ON SHEET 1 ANCHORS TYPE ANCHORS DESCRIPTION MIN. E.O, MIN, SPACING CONIC. C.BLOCK WOOD STEEL IODNC. [C.BLDCN WOOD STEEL A 1/4'0 TAPCON W/ ADVANCED THREADFORM TECHNOLOGY 3.50' 2.50" 1 R N/A 4,00' 4.00' N/A N/A B 1/4' S x 3/4' SOLID SET 3.50' 3.50" N/A N/A 3,00" 3.pO" N/A N/A C1 1/4' 0 CRETE-FLEX 3.00' 3.00' 9 N/A 3.00' 3,00' N/A N/A E 1/4" rt fTW-BUILQEX TEK SCREWS NIA N/A�N/A 1.00" N/A k/A N/A 2.0p" F #14 NDS WOOD SCREWS OR 1 4' NOS LAO SCREWS N/A N/AN/A N/A N/A 2.00' ry/q ost"IrlNprr PLOWIDA ILnLD1110 CODIE (HBO k Men Mph V@Mdty Fhwrlean* Tam x y'tk'.-•"-"•. /rJ -•yaQ. L�GENs�c ' 0,44167 7I{ �7 . STATE OF : ,� � D mhp° MC. = I I. E C 0 iwc. rEsrlNo t ENa11�Ea1N6 OONPANr ol.= �; .�a 16\LiER A Telff J, P.E. ' FLORIDA Ul . 1 44167 TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM .p FOLDING SHUTTER CORP. t9a2 MAxTIe Nrilu Km A KyP rs'Tr�,w�i4`s-Was.°` »....,.„�x,..,.a, 7/+=/�°'° WE 2o-11a omwm Rt eRL,eT 11 OF 13 P. . '(•^