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HomeMy WebLinkAboutProduct Review Affidavit 06/30/2015-2:42pm gabriels VAProjects\_2014-MPS\400 Wind Charts\ Reference\00-MPS14-400 Series C&C(Current).dwg 51h ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 170 MPH MRH > 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean _ _ _.DESIGN PRESSURES(PSF)-ZONE 4 _ Mean DESIGN PRESSURES PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tributa Area S Ft Roof Tributa Area S Ft 1. TABLES ARE INTENDED TOWE SE'PRESSURES.'WORST CASE'IS Height 10 15 20 25 30 ight 10 15 20 25 30 35 40 45 50 DEFINED AS THE CRI C`6C1CWN VARIABLE AS DESCRIBED BELOW. USE OF CRITICAL COTH THESE TABLES. 61-70 ft -54.9 -54.9 -54.9 -54.3 -53.7 - 61-70 ft -100.6 -100.6 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2. TABES VALID 0OF HEIGHT AS LIMITED ABOVE. +54.9 +54.9 +54.9 +53.8 +53.0 + +54.9 +54.9 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 3. TABLES VALID FPLICABLE REDUCTIONS FOR ROOF SLOPES LESS THAN 10°SHAR AS A SITE SPECIFIC CONDITION. -56.2 -56.2 -56.2 -55.6 -55.0 -5 5 -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE BEIGHT.IF THE MEAN ROOF HEIGHT 80 ft +56.2 +56.2 +56.2 +55.1 +54.2 + 80 ft +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 CANNOT BE IDENTIF -57.3 -57.3 -57.3 -56.7 -56.1 -55. .5 -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 5. ALWAYS ROUNDE VALUE OR CONSERVATIVE ASSUMPTION. 6.CALCULATE THE TRIG IN QUESTION(HEIGHT*WIDTH)OR 90 ft +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 2.8 90k +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)MTIVE WIDTH THAT NEED NOT BE LESS -58.4 -58.4 -58.4 -57.8 -57.2 -56.7 -56.2 -55.8 -55.5 -107.1 -107.1 -107.1 -104.0 -101.6 -99.5 -97.7 -96.2 -94.7 THAN ONE-THIRD THE SPAN LENGTH(HEIGHTz/3).USE THE AREA BETWEEN STRUCTURAL 100 It OPENINGS +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 100 ft +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 AREAC OF AN OPENING CANNOT BE IDENTIFIED,THE MOS RITICAL(0 SQUARE FEET)TRIBUTARY ALL -59.4 -59.4 -59.4 -58.7 -58.1 -57.6 -57.2 -56.8 -56.4 -108.8 -108.8 -108.8 -105.8 -103.3 -101.2 -99.4 -97.8 -96.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +59.4 +59.4 +59.4 1+58.2 1+57.3 +56.5 +55.8 +55.2 +54.7 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE S)PER -60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 -110.5 -110.5 -110.5 -107.4 -104.9 -102.7 -100.9 -99.2 -97.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -61.1 -61.1 -61.1 -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 -112.1 -112.1 -112.1 -108.9 -106.3 - -100.6 -99.2 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 130 k +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 130 k +61.1 +61.1 +61.1 + +56.3 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A -61.9 -61.9 -61.9 -61.3 -60.6 -60.1 -59.6 -59.2 -58.8 -113.5 -113.5 -113.5 -1 .9 7100.4 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 140 ft +61.9 +61.9 +61.9 +60.7 +59.7 +58.9 +58.2 +57.6 +57.0 140 ft +61.9 +61.9 +61.9 + 7.6 +57.0 GENERAL NOTES: -62.7 -62.7 -62.7 -62.0 -61.3 -60.8 -60.3 -59.9 -59.5 -114.9 -114.9 -114.9 -1 03.2 -101.7 1. TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN 150 ft +62.7 +62.7 +62.7 +61.5 +60.5 +59.6 +58.9 +58.3 +57.7 150 ft +62.7 +62.7 +62.7 + +57.7 METHODOLOGY"PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE -63.4 -63.4 -63.4 -62.7 -62.0 -61.5 -61.0 -60.6 -60.2 -116.2 -116.2 -116.2 -11 . - -102.8 CRITERIA AS OUTLINED HEREIN. 160 ft IND SPEED AND +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 160 ft +63.4 +63.4 +63.4 +62.1 +61. 9.6 +58.9 +58.4 EXPOSURE SPECIFIED.2.DESIGN IS BASED O HESE TABLEN THE 3 S NOT FOR ND GUST(USE WITHWIND ESSENTIALFACTHE ILITIES OR ASSEMBLY -64.0 -64.0 -64.0 -63.4 -62.7 -62.1 -61.6 -61.2 -60.8 -117.4 -117.4 -117.4 -114.1 -111.4 -109.11-107.2 -105.4 -103.9 OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY. THESE TABLES 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 170 ft +64.0 +64.0 +64.0 +62.8 +61.8 +60.9 +60.2 +59.6 +59.0 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH 180 ft -64.7 -64.7 -64.7 -64.0 -63.3 -62.8 -62.3=-�61.4180 ft -118.6 -118.6 -118.6 -115.2 -112.5 -110.2 -108.3 -106.5 -104.9 LOCAL BUILDING DEPARTMENT.HVHZ=HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.89.6 +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 WALLS AND VERTICAL SURFACES ONLY. -65.3 -65.3 -65.3 -64.6 -63.9 -63.3 -62.9 -62.4 -62.0 -119.7 -119.7 -119.7 -116.3 -113.6 -111.3 -109.3 -107. -105.9 3. THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L.BENNARDO,P.E. 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60.1 190 ft +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60. +60.1 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. -65.9 -65.9 -65.9 -65.2 -64.5 -63.9 -63.4 -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -1 .9 USE OF THESE TABLES AND COq Fsa.KINGND OCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTE N VERIFIED BY THE GOVERNING 200 ft +65.9 +65.9 +65.9 +64.6 +63.6 + 0 k +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM 4. ANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 - -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE210ft +66.4 +66.4 +66.4 +65.2 +64.1 + 210 ft +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 5.THIS SPECIFICA INY PRODUCT APPROVED CERTIFICATION. RE D TEST CRITERIA AND OTHER -67.0 -67.0 -67.0 -66.3 -65.6 -6 -122.8 -122.8 -122.8 -119.3 -116.5 -114.2 -112.1 -110.3 -108.7 APPROVALS FOR DE N AND APPLICABILITY OF THESE TABE220ft +67.0 +67.0 +67.0 +65.7 +64.6 + 220ft +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 VALUES WHICH IST VRDANCE WITH GOVERNING CODES. 6. ADHERE TO ALL ORDINANCES. -67.5 -67.5 -67.5 -66.8 -66.1 -6 . -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATIO OF THE HOST STRUCTURE. 230 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63. 2 2 230 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY TIONAL CERTIFICATIONS OR --- -68.0 -68.0 -68.0 -67.3 -66.6 -66.0 -65.5 -65.0 -64.6 -124.7 -124.7 -124.7 -121.2 -118.3 -115.9 -113.8 -112.0 -110.3 AFFIRMATIONS ARE INTENDED. 240 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +53.9 +63.2 +62.6 240 ft +68.0 +68.0 +68.0 +66.7 +65.6 +64.7 +63.9 +63.2 +62.6 a-10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF 685 -685 -685 -67.8 67.0 66.4 -655 -65.5 65.1 125.5 -125.5 -1255 -122 0 -119.2 -116.7 -114.6 -112 8 -111.1 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 250 ft 250 ft DIMENSION OR 3FT(Sm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 +68.5 +68.5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 AN ENGINEER FOR AMORE SPECIFIC INTERPRETATION IF REQUIRED. ROOF -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -0.9 65.5 126.4 -126.4 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 EAVE HEIGHT 260 ft +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 260 ft +68.9 +68.9 +68.9 +67.6 +66.5 +65.6 +64.8 +64.1 +63.5 a a ROOF 69.4 -69.4 -69.4 -68.7 -67.9 -67.3 -66.8 -66.3 -65.9 -127.2 -127.2 -127.2 -123.7 -120.8 -118.3 -116.2 -114.3 -112.6 HEIGHT 270 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 270 ft +69.4 +69.4 +69.4 +68.1 +67.0 +66.1 +65.3 +64.5 +63.9 5 280 ft 69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 280 ft -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.3 rJ I ® I 5 ® 4 +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 +69.8 +69.8 +69.8 +68.5 +67.4 +66.5 +65.7 +65.0 +64.3 8 O O -70.3 -70.3 -70.3 -69.5 -68.8 -68.2 -67.6 -67.2 -66.8 -128.8 -128.8 -128.8 -125.2 -122.3 -119.8 -117.6 -115.7 -114.0 F1 rVATION F290 7+701+70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 290 ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 WALL ZONE FIGURES ` IS RI rn o REMARKS DRWN CHKD DATE `> O � o `z INITISSUE GSS TSB 03/05/12 5TH ED, FLORIDA BUILDING CODE ENGINEERING = m m 3 = az REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 r201 i11 EXpRESSW ' y, 1`t J i REV 2014 FBC DGM TSB 06/10/15 p \ m r _ ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: zO W om r m - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 m O z � � = MASTER PLAN SHEET P:(984)354-0660 F:(954)3S4-O443 DEERFIELD BEACH, FL 33442 m m z 1 CI THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, z O 4, c AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 z p WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 p ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7- 1 0 E:HELLO@ENGINEERINGEXPRESS.COM z n N 01 PERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERI NG EXPRESS.COM K Florida Building Code Online Pagel of 2 Business & Professional Regulation DeNW*l tgf BCIS Home I Log In �1 User Registration Hot Topics Submit Surcharge Stats&Facts ! PUblkatfons FeC Staff SCIS Site Map Links Search 'u' nes product Approval Protss1 I USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL17080-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Folding Shutter Corporation' Address/Phone/Email 7089 Hemstreet Place West Palm Beach,FL 33413 (561)683-4811 Ext 7675 edh@foldingshutters.com Authorized Signature Ed Heritage edh@foldingshutters.com Technical Representative Ed Heritage Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561)683-4811 Ext 7675 edh@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 ® Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit Jr., P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity PFS Corporation Quality Assurance Contract Expiration Date 12/31/2018 Validated By Jorge A. Pomerantz, P.E. ® Validation Checklist-Hardcopy Received Certificate of Independence FL17080 RI COI FOLDING SHUTTER CORP CERT.IND.15- 0310 01 DRWG.15-014.odf Referenced Standard and Year(of Standard) Standard Year TAS 201,202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/1/2015 1 11 1 � o N cY a� k ' L5 , a ;» bra iN o $ < �Jc ��yy��� �y1� OOII111� �j 99Y 'Jo- o�WZ � o.s• IIIIW�•� ,� piµ pj� 77�" g ����G� a -j wl� • .Qi�� r Off �2 � 'p� P'YZj �� +�� Y �> ✓ �,� rf p. y. `� � � /���,7'► t e a r 700 In A w O 0 fit 0� 8 b t Y � � %o � � U1 Q 't� J 1 �� •� D� � �" N .. wri- -6 �0 Ilk „ -st 964 � � R g QN J NN gX y 1 N 01 X { g (Z, Q yyyiii� p y�F � 0, 1 \ { J �inti +jim- yy�Y N M'1 NWR , A666' RADE —•••••—Sd61' • elDt'r` AM` ' 4 t46. carr-. d9 L .mF• 19 oer i o` 1✓ 3 SLAT(r0 BE um rW ALL INSTAttA17OlVS, � 7'� �Y �5} L=RIOR CENTERP.,CEC.E AMY tNCtUOE REIZA)A7X)NS F£R ALcoY 6061-r5 AI10Y 6063-T5 ALLOY pn. 406'3-T6 AHOY DETAIL ON SHEET Jr) 30 FW OR}ryOHAp ABOVE MEASURED Ar HOrim OF OPE wo ALLOY SEE COMPOAWNM 20, 21 R 22 ON SHEET J.) z6ar Arr. nr sr.F' zaF6' .WI• 2rw' -61V' R � r :.orx• xe �,y6• .606' M r.s6r• '006• - .oa` d6f• .66r• zrx0` xsxF' errs• z6rr xnr• iPALL HEADER © 2" M . B O. Ir1�4.�3FFA1 (9) BOTTOM! Slu mCK BOTTOM TUC ADAP�y�R 6063-r5 ALLOY 0M TRACK Y SIIALj 6063-T6 ALLOY •••""' 6061-T6 ALLOY 6061-76 ALLOY a66 lawrz '66O• COMPONENT a b ti t2 _+:..•- oxr . 2' s"KW. 0.125' 0.125' h :s (�'� L t .66t' 1 2• 4'MAX. 0.25• 025' aw^ �♦ -a 0 1- 2'MAX. 0.062' 0.062' . 6+6 ALUJflVW (9 a ALT M MUM ADR (M 406`3•-T3 HO Al6RT—rE ALLOY 406`3•-T3 At10Y AttoY •- ALLOY &W COMPONENTS E FLOWMq DA BUILDING CODE 060 &Non h Yetodty Hu acne Zone) �J_ .ar TITAN N F"ING IMPACT PROTECTIVE SYSTEM ba4lrn 6r. 8"0-16 ACETAL Z,a. _ FOLDNrG SNUiiER ice.— 63f An LQcxrxG TtrBEs _ ' � 1L E C O �� Ttt21T 7ESitMa [M611�Ri0 MWPAW 700 HumnerT Pum Y�I Li df'ee►r \+Vj�.i 0011 z ,+ / . r,� �F•a.>Fw,Fv.ar..aaF.ww...wsnw,ti nr« 6�Fsr W 1 r_64 n sits 15-014 iG nw W1F+'rho.F� WF61Frf-rur Wk y WACK-6171 6063-T6 AttOY 6063-T6 ALLOY $'d p, <tr. '-A1p�, 66 '0P.E ou"He 0. MMLTIM A IUS Jr,P.E. wr.w ewmw w e w 6sw6 r Fumm U.114167 �Vw+ FELT 16F 1] Nll/{I!1llltlll\ LIE: I 1 11•MN i (•T)RM OF 44!MWL u 1 Tp � tf4'I HOLES SPACED 1 a 0 J/6"APART ; —@OF MEADOW y aaacE r: souR✓CEs FOR 000 W am (SEEA�t)DOMWY W. OPIxw SLITS OY0 S[ATS 7HPGPROPERTIES S49 c p4MOw T£ MAOKE 00 KKA:KLE imw/sommor PLASTIC(T)P) i gpp (rip) LLCAWOOON 31 103 RM O20� g¢0 + ' r 14E1gN0 SPECIFIC ORAMrY ASTM 6792 0.043E/M 0.043 m/d 0 00 -- ---� TYFMDOII 1&II 2L lt>r59,E HELD STRENGTH ASTM 0638 9.400 P•W.i. 9.300 p..L O 5fA � FLEXURAL 51RENCIH AT YE1D ASTM 0790 72,300 p4.i, t3,4W p.P.L y»' FLEXURAL MODULUS ASTM W90 30.000 p.t.i. 345,000 p.ri. SM -W ENO QCT, 70P�7TON NOTCHED ROD ASTM 02W 18 FT—lbAn 17 FF—ib/In AYIx I £ i L cr Mmaw 6^ (SEE'TA9LE 2) 1=11NING CHARACTERISTICS- DENSITY ASTM 02843 47.2 R 64.5%MAX wl i i $ 9Y RATE OF 6URNOIG ASTM 0633 o-1 CLASS C-1 CLASS N SELF IGNITION ASTM 01929 1040'F 960 S' 1a ' SEAT N'INOOW ".a�i1 ' SLAT IFTN0OW 0.060"THICK 'JEATt#33M8r^ Am G156 V i ZZZ�"''fSjS+ i z F'a•�eG'w7r ' TENSILE STRENGTH AFTER MFATYERHO AsrM am 9302 p+J. 6640 P-1. i 1 WIDOW(SEE TAME 1) Z ` ; tFNEIIE STRESS BEFORE WEATHERING ASTM 6386461 p.WL 6660 p•WL 2 1.000' i r dIQAdW(2)WNYDOM'S ALLY HE W ONE SEAT SPACED A AMFAINAIF OF 24'APART,6701 12'YW FROAF VMS OF SLAT TOP&80TTW4 $$$$ suT wusr y�ma„@E mTmAEv Aaacmr TABLE 2: SOURCES FOR tcvwamdr TO 4 oR "AT CORNERS OF PRODUCT M4s7ERE Tool Oc~ i i o•WGr TYPICAL PAQPOP/E3 SfAAWIIED BE"MEOW PART I o O T--- --- SLAT A4 W DETAIL: REFERENCE �2Arnm P 0 ' OUg4 i a ' � �A� PmSa,"4' SEATS ' 000 i 51475 24 SPECIFIC r^WY ASN 0792 0.042 Ib/W IOTE.CK 4-- 060 K i NEIWNG h frrp} 00O a-) � � 0vmW TOME YIELD � 71364E YIELJI SGiL7747H ASTM 0636 17,$00 pAJ. O O fJ)R0145 OF i hW atp 4Cq' ow FLEXURA.STNHCRi AT TttD ASTM 0'790 t5,900".i. 0� ; 1/4'IF HOLES --- FLEXURAL MODULUS ASN 0790 430,000 p.9.L O I FA SPACED ; E---- ' 1 �` .pl+' 6� NOTCHED 1ZOD ASTM OZSB 0.6 FT-Ib/In Ton iwrMm I W BOTH i cmiur i �• y EDB! i pip sslo• COEFFICIENT OF THERMAL EXPANSION ASN DODO 55 a 10 inA-'F FLAMMAINUITY Ar'1 Z-GTAIP SNAP—IN MW CLlP MELTING TEMPERATURE ASTM D3416 Sao g VW LW AS AN OPXW Far ALL 1111OW 1AWINS ®s(1T z=pir AB'LUA= EAMDW LAW AA6'8tE 8MM AYI%=mW' As PER RWD�E19.. L SLAT WINDOW QfTAU >o _ —'AM11 )ETMODMTS MAY SEN aw SEAT SPA#D Lr LAM.24 APART(AYtX.EMERY 10 SLATS] PS I ALTERMTE PERFORATED (SMALL MISSILE(1) ISSILE1 SLAT WINDOW ELEVATION (LARGE MISSILE IMPACT) SAF FLORIDA BUAAMG CODE fth x"'R '"°W`"'`' '"70-) ``,+,��,` .••..-,•.+, t,"/9,i���'`� /1 02015 nLTEc°mLLD' TITAN 11 FOLDINaG IIMPA�CrTT PPRRpOTECTIVE SYSTEM �y Q• L.._:__.3c / RWr V IMG lMKG .X4MLO MVF1T. 65/10/15 !C_ 10/ T73Ji TES7Tlt0 t EM4MlKTDH40 COMPANY 7069 M026 RM RAGE TIL IT ES *$EUM}sC n.AW WEST PAM BEACH.FL 31413 15-014 * (� hay i(]�IFTi'1616.fr:P�47nti1a11 Pik 1800-643-4171 ' TE pF *(A.a' mp1:LMAeaOed.Anln Mwr.1M4M9Alvr ,, 0111W6N0 T4. 4 MKTER�A—7�EL6�71S,.P.E FIARIM Up,/44167 rMr P 9wET J OF 13 44.yta ss 4 u.a,a,a4ti1N��� 2 or 3 W/ (g ,,s .(j]� OR 4 5 t� M N d z USE(2) NOTES ON a LOCKING TuREs AT 7t©, O.C. FOR PANS - �w+ UP TO 99' 1 1.TWO (2)@ SHALL ALWAYS BE USED AT PRODUCT'S NIOSPAN SPACED (FOR ) AT W"O.C. AT 30' O.C. FOR SPANS UP TO 99'.USE THREE(3) FOR LARGER SPANS SPACED AT 30'O.C.AT Mg 'AN.Ca`d'"ONENT 1tAY 7E THAN 99'W RG R 7 O INTERIOR OR t7ISHMAL SCREWED To TAPPED WECES 4 OR LOCATION OF SNALI 6E AS SHOWN ON TYPICAL ELEVATION. w 2. {2)IOCKRIG Tt�ES ALWAY5 BE USED TOP!k BOTTOM AT PROOUGTS CENTERPIECES(4�OR S AT ALL RisTAW#TIONS.LOCKING'fi1ER:5 ii SHALL 6E SECURED W AS SHOWN ON SHEET 9. OR B (Z �.� t T S£E LRAtTATKSNS FOR�ON SHEET 2 Fi t I SF.E ENO CONNECTION DErALS ON SHEET 9 TYP.FULL HEIGHT,CONCRETE CONCRETE BLOCK FOR V > a r ) r t 6 r { r WOOD INSTAE,LATK)tS. 9 + 10 9 + 1f) + f 9 + 15 WIM ELEVATtON L NOTE. SEE SECTNNIB 1 TNRU 3 ON SHEET a. SEE SECTIONS 4 IM 6 00 SHEET 6. - SEE SE01M 7,7A R 79 ON SHEET 7. SEE SECTIONS 1W& 2W ON SHEET 10. 1R�Mw+/tt SEE SECTIONS 4W, 4AW ✓k 7W ON SHEET 11. ``�aP� p, Tl�fvJj •6�4 FLORIDA BUILDING CODE (i17 1 k Nan Ifigh Vetnctty t rT3aane Imo) SEE SECTIONS 7AW, 76W, 6W & 14W ON SHEET 12. ��4�s TRAM N FOLDING IkPACT PROTECTIVE SYSTEM i 11L1EC0 r�Ie. FtN,OfNG smum ice'. _ t O t E EERAK•'(`AMPAiR' 'fFST P"89"}t,33*43 P,a,aa--s43-WI 15-Di b yi F •�\�` +-make www 4RA1MU Ns VALM A TALI Jr.P.E. ryw "w.♦ reimir�r rws a n Tar a0Uc f,+1007 .va"+. . miFZT 4 at 13 W—alkS �NO >iO j SNOt1Vi11'1'•'1 33S 1 �}NSy 141 03,Nt9Y10O 36 t11411N HO SNOt1��a3d5 33S) 'O'3 � •pw).Sv0 3�3 s ,5114;,S ..^.�"'"•. N� a a 1 J3 NQ�1•V , Lev. •vim 'N"' IV S VLW �5 � ,mm•s"� �ygnr'r'�wa�, �b.���Q 7 ''hi�•,,dr•., •. 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'o. a,° L"'s ep .Pn. aOL 3or•p'Sy.XyW l ,�,��ry 7 % p-i71cb p, 1® (C sgfq. ,rtUi � I-S vs ui1 £gag � t14 •5W p 44+ ,�Jiyuya Sa d ao'**,s a �o t a Astro x'� a iM3 r j$a 099^ f� ''1 �t1Y103H 3uu"'_" •y° 4 . M 5� e •�O Ua SNS N •O i�� to e� y'O.a�M ewe't>b''i'!i �iw18. 09th a , ��YDn yv iY�" 5 rN/•} �ssaim a3 H tla 3> a3 6 y t!i 1 &3 l Mi .s 60 0 °3'03 a ; (ci�� 01 ,) -1y s plod °i/tadiv� 1 taW ►y s+3 B J 1 °O go /s yp"35CW fa •i poi 'YIN.E.EI POURED CONCRETE TEQ{NtED COEIEORON CS (SFE$MEET i!) 0.080" THICK" RQ.tERHOUSING OPTIONAL RAIN HOOD AL) (2)N11ON 1. S.S.S.M.S.W/1/2-0 ROtt.FRS OASss f{HTP.) .3/4'LONG WLOK OusHINGs (Tri To ANO 1•LONG B ...... OOTfW EILG.) AT ROLLE(R� Ta1mMc(TT7r.J /10.3•S.S.&M.&W/ x.373'LONG KriAIi 3/16'ALUM, MIrya INTO IN/A 0.150• PCO•RNk'TS. LONG TOP SECOON 0,500' O 1B•o.0, O.D.AND 0,245•IA AND CONE.0.I$3i(L27O•.0,038' 0.223•LONG OOTTOM ULTRAFAB WEATHER SECTION 0.320•CML AMD SIPoPP►IG EA.WE(TTP.) 0245•LCI / Of ') 1 ®t Mft TOS t (SEE SCHEDULE ONSHEET 13) TO CLASS (SEE SCHEDULE I or ,ON SHEET 13) t ' MIN.SEPARATION I � 1/4•r x 1^TTUC SCREW 0,R - TO CLASS OPTIONAL RNN cUARO WIT&WASH S.S.M'WON0,C, (SEE SCHEDULE NUT k WASTER O 4^O.C. �ON SHEET 73) ALTERNATE 3/16•MAIM. RAM GUARD POP RIVETS O S'O.C. AT REAR. {NON-SaR1CT1RN.) ' n n. ALTE3BiAiE LEC '$ g 1 POP 53015.ox. ., s� 3 IACATION WRN r AT REAR. y `�S lw 9 3 �I 3j/6^mam.POP&NETS ANctfOR COMC.•IIONQ ^I? O•0.O.C.em SIDES t (SEE SHOT 13) ' 3/16^ LN,POP RNEIS - O 1N 0.O.C.80111 SIDES EDGE OF SLM IF MAC E EDGE OF POURED CONCRETE �(.�� APPLICABLE � - REWUIRL73 (SEE SHEET 13) POURED CONCRETE POUTED CONCRETE— ON. ONCRETE MIN.EAT. REQUIRED CONBfC!{ ,_ •MN.EML •MIN.ED. (SEE SHEET 13) •MIN.E.D. TRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MQ NTING ALTERNATE TRAPPED MQUNTiNG SECTION 7 INSTALLAT MAT BOTTOM INSTALLATION AT BOTTOM SECTION 7A SEC= 78 INSTALLATIONS DETAILS INTO CONCRETE ACCONCRETE BLOCK SCALE:N.T.S. FLORIDA BUILDING CODE (Nigh & Nan High Velocity Nvrticone 2M.) NOPE FOR COMBINATION OFm2 (:il�c: * E.O. - EDGE DISTANCE `A�*Q��. ENSF dp 2„r m5 nTED6 INC. TITAN It FOLDING IMPACT PROTECTtYE SYSTEM OR""R" 1- MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIFICATIONS ON SHEET 13) �� IN ANY WAY TO SUIT ANY INSTALLATION. �r FOWN SHUM . �alis a M! Y}r �L E�r�i IMC. an[ /} :*= TI.UT TES11..k E2WLMTZ CO is no qST EET HALL 1 SEE LIMITATIONS FOR�l�ry1 ON SHEET 41r WHIN..pes nloOi:I�.� Oes°�°gH-1m1p'~ WEST TBW-eq-e1J 15-014 •. �L tti •, 4 #-enpE: dCMn aiw.hilAllhMt4waxn WAWWN iN EW-0006710 WALTER A.TI.UT Jr.P.E 'K► �� 4+[ a FLORUI Uc-#441!7 RnMr 4` SHEET T OF 13 pill ;w I l nlplAA� SAW OLD= woulla, 904,10 uu� W—'ImS,Put Someone IKL x AttOt crIP)cm WHO" /a TABLE I: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE TOP OR BOTTOM) (41)21/04:�to"WLVWAW.� IS 414r TM IDIOM 4 ALLOWABLE TUBE REWD ANGLE NUMBER OF ANCHORS UK m LE KHEMS ——— fl TUBE MAXIMUM SPAN NGTH Ek ENO PER END OF TUBE a0as-111 MAO -- a a 0 0 Z SPAN TOP OR BOTTOM TOP OR BOTTOM TOP 0 BOTTOM 4 .r— 0-4 'IV-31r WX SORES -- TUBE TUBE TUBE Or- /r r.4*-rkr ro/r.WNW r", Xwr 106.0* 13 riLISOM Im. 0063-75 AVAL ANGLE 2"x4"x1/8* 96" 85.0* 17 10 ISO:SOMXAQ ANGLE 144" 69-01 35u' ------ 80" 117.0' 17 10 3W41/4'.UXWH — WAS AUK --70 Ll -i— 2*x4".1/4' 96" 110.0* 21 12 SIM I'm 144" 91.0* 21 12 61 TIMCAL FI VON MU AT TOP) 109.0, 17 10 MM.TUBE SIM" x 2"x5'x1/B' 96' ioo.o* 21 12 144' sI.O* 17 to Mw WIN TAX UNMH-- .lIr MK 12 EEL OW,) . ...........OPORP4, I/r M, 11 12 ............OPORP4, -- - - 2x6"xl/S 96* 1 ot I I Iw 1 93,0* 21 12 vFO MIDHEIGW I ONLY ONWHEN THE SUWTIOiI OF THE I �j VALID ALSO HEIGHTSHOWN ON TABLE 1.ABOVE&BBLOW HOT EXCEED THE MAX PRODUCT SPAN OM SIM Y y TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE(TUBE AT MIDHEIGHT) ]mum T —1/41. SIC TEK SGROF TUBE km ALLOWABLE TUBE REO'D ANGLE NUMBER OF ANCHORS SPAN SIZE PRODUCT SPAN LENGTH Ek END PER END OF TUBE pq--- son-To'Llm 60, 76.0" 13 12 2*x4'xl/B* Sit, 60.0, 17 15 Sle--w SPIN(ARE In goax— MML LONO."Onfty.may Dpi. SCl,O,xE) NM crvP3 144" 48,0" 13 12 ox rnavrm:SEMEW MOtw TMrAL UVAW a= AT WIMM) W. 87.0' 21 18 0 lNSrALLA3XIN 2-x4-x(/4- 98' 79.0' 21 is (6)14*e.V4*nWO 3081 144" 65.0" 18Y SFw rim a r1mc LamatlOPALY NO so* 77.0' 17 15 Loam Imal-e -AE "wOt(. (SIX 2-x5-xl/8- 06, 70.0" 21 18 v 144 57.0' 17 15 80' fto* 21 18 96' 81.0" 21 is z 144" 66.0* 21 is rill z If 10 INSTAL, AMM DETAILS WZ SPAN TUK INTO POURED CONCRETE ,410 214-ax scan - —— ——— - T *,,*A F -- OR Q0WJ= M=K WAL - - --—-------TSCALE,It T.S. ,;Zj 0 Fel 0 swI,uclal aam.c kMX ASA OEM PasuRE PAT=- 67LO Pg ".e 3'.r 14e =w,,, " x_uK ANGLE FLORIDA BUILDING CODE(Ifigh At Non High Velat:4 Hunicona Zone) a MIS TIL"m Mc. A.G./M.L. \CENse* TITAN It FOLDING wAcT Pparram SYSTEM z- LOS.. POUND) FOLDING SHUTTER CORP. DAIS 3-.1 .11le • TESTING It 04WEERM COMPANY 7M MMNMT KAOE WFSr PMM NEAGN,FL 33413 3/4*7W 9OWS LEMINI 9003-111 MASS.ANGLE rrpIcAL rl EVOWZ%u ALT MMMLM 33 ft 15-014 AT (SEE Saloatka) —J.Wq*,AtdMIEIYa Ms — SAN 7LwE a NWAI I ATMM ORM co-0008712 !m I T SEE UMMATIONS FCR ON SHEET 2 WALnR A. W J,P.r .i I FLO.10 44107 1 1 — —" SHEET 0 or 13 d QOM ��,StA dN ifl`��Cldd p1N� �''iid AO woo 2970 00 N D waw— r'!"' •p V ' n� •*;; .� mid Z Y x etti 0�tN pNp� o1SAl 40-54 Ds�+' 3 u NHi� 53Xw;� dp3 p£4 303 'o. -13► yu1M 0 nos StOCI0 140( � '- n 3V ��° •a0y1N3"i .Ox:� p •OZ1 0 Ly-£.Ox,t4£ „w °Q'°�� ° �,r,��°�AM tiyo* yin�a v`4 is sto "RNs °"Ydowa�"i�° isa V40� N)3000 t p Y r"'Q�y 03�_ "fl314 y�Snit •all iV 3N1 " 36 �au flUS 3"D rn w yc w pow R + 3l io ld so 3g nl�p3�/ieqfipS 1 " .00 p01•l oN° S"ty 43 @9�0 a 3 a" �N tz„ro�umN H�ow� S 3 3 ONllc O o K�13+ oW�oo4�.09 3w 0�3Sc+�18�"�"s J �two D®�gO1wZn � �3"i° * a� 3 p fl��fl Y -3104 "� i Was �z S IPA ,alp lro.tl 0. fit 13S 00 17 0�;/ t—O!, l Qj �S )w_ TM,glq prx3O eo spSIP \ 4 S D t S �0 1t �w o N 30 cit .WAS � 4 cnpp'x' of l a , 4 a•7° A06 .�•°9� 10 yr jyo 8 � � so 4a • `1 � r Au4aRRa 1wae mi)-our Y011Nf 1 PER SELTRIN 4.SNEET 6 (3)3/16-PCF IMErm A -- + IEC OF YALLAOM AN= N 2' NWHELEO MAY Fill p_ T di 0s0�VMNO ANCHORS OR Tv"mF REOgS 1 1 MAD-aur www PER secnm 4.SIREY 4 (2)3113'POP RNM EACH LEO OF 2W p ANGLE ,am SIMILAR AT HEAD l UN VIE A^A Avswxt WAL Ne EXTERIOR EL&MON ASPRIODUAND BOTH SIDES aR Op111 MtaEs-� �},1/. .x�` OPTIONAL SIDE ANGLE TOM 0R 3/tr Prn W iat •t 1 naiHaiov i x (FOR sECnaM k vaaY a) RNEt3 PQ ANC4T w eOlroM OR TO TRtL C3$MOM) . THIS tz}+/4`P i+PcaN1 -OEs gHCHHne FA 4u9HE 1'G SHM 4 1 1 3/t' 90 VPCOIa/eIMTE-PLE, 1 �r END OR LSMWY lK FiAT rRct+Oas O te'O.G .5,.• 3/w fm N&M OR E wl*Sf9ucrR 'Q. ifr 31r MS 3 •tY O.F 3 Mw Cd�RP ER_POST * �OF IQMETRIC SLAB C".AT TOP URO WTMM SIRS} g END PFCE3 MAY SE PLAT .— n EW OR L EIA TRAPPED END CORNIER O ND(TION W4 FLAT END 1HolaoMra aL1�aoM ,A111t11,r.It7,"j! (t/Trii�� FLORIDA BUILDING CODE(Nigh&Na+ Nigh Va10CHY NuFrkcn Lana) END INSTALLATION DETAILS INTO CONCRETE 0 201 AN it FOLWNO IMPACT PROTECTIVE SYSTEM CONCRETE BLOCK & WOOD (AS APPU CABLE) s *= 1 L ECO W Nfl03TREET LEGE WN SWR tx>r�. DA>E 77U1i 7ERi'LN8 R E3tCMIEERIMO COMPANY NESE P"3EIT3H.R 33413 '`O "'-;' � os w9.IOtN St..100.MON 4NOa11.0.aT114 15-014 PN:+800-543-0.s7t t3Rtt'�;..•���tr - nR.ceeoa-� ,..� nRnwNo M. E9-0p0aT19 1WLTER A TLLR,I�,PE MY.r M�IFO .n0 MLI.r �IPNr FLORAR Uc./44107 .vV. SHEET 94 iK 13 R L WALL FINISH OP71ONAL RANT HOOD 'Y (NON-STRUCTURAL) <..� WALL FINISH 110.3•SS.M.S.W/1/2'0.3/4' 0016� MHOUSINGROLLER HOUSING}. q C=THICK G LONG NriA$.N BUSHMS(TYP TO') X AND 1•LONG(TING 60TTOA1),EXCEPT AT ROLLER HouslNc DOW THICK SS ROLLER HOUSING opnom PAN HOOD \W _'•�—� Cad y, (HON-sT UCTURAU Z %<' 0.e99 .) ! 1 - 2W C(NI.woOD HEADER 11EOT. 1 /I0 x r Ss.S.M.S.W/ 3/16•ALUM.POP 1 0.373'LUNG NYLON � . RNEIS.O/6'O.C. N W/A CONT. COlEINCI TOPS0. 0./63.0270' 0.0.AND 0.243 I.A AND L0.TRAFA8 11 1 on3'LONG BOr70M ��R 1 or SECTION 0.320.O.A AND 0.243.1.1. NGE" ,) ® t 9r o =' 3/16'ALUM.POP NETT,0 16'O.C. kw.L�y SEPARom MN.SEP2'�4'COM.WOOD 1 , s i (SEE sCHED1AE 1 or LASSHEADERREO'D. W SCHEDULE f or ON SHEET 13) ®t ON SHEET 13) ®t , 214•CONT.wooD PLATE FiEO•D. 1 11 1 WALL FACE MOUNTING INSTALLATION SECTION 2W (TOP) _._CONNEC1=C11 ANM WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD FLORIDA BUILDING CODE (High A Non High Velocity Hurricane Zone) T SEE UAIRAT10N5 FOR®ON SHEET 2 I Q.,• EN 8j' 02016 TILTECO INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM DRAWN In'. HO S• s NATE FOR COMBINATION OF SECTIONS: � •' � COJ/1o/16 1- FOR WOOD FRAME CONSiRUCT10N:WOOD MEMBERS TO - IL E C O INC. FOLDING WETTER (W. GATT BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED = 700 HEkSYMET PLACE IN ANY WAY TO SUR ANY INSTAUATIGN. M. ENGINEER C3 tr� TWT NO TATIe: 010 COMPANY WEST PAUL eE4CK LL 33417 15-014 Plt 1600- mw '�•'. e ss 4r` n...L�m10n-� fw r(]ONNi1-1!]t M3-6771••..FC I�1�r.'��j ED-0006719•awn �1dMPAUM.epn DIIAWRIO e OVER A P1 f Jr. E Pwr. eewws lse 4w�lq AWt FLORIDA Ue./44167 1~ wM 31WE! 1P a!13 1/4.0 x 3/4•TEKS SCREW OR 1I4•x 3/4' BOLTS W/NU15!WASHER O 4'O.C. (MMII .)EXISTING WOW BEAM T. REQUIRED.SDRICAIRAL ADEOUALY Y. OF DUSTING N0o0 BFiW ro BE fes' CERTIFIED ER OR RE45I ECT WALL FINISH 0.060'THICK S.S. I T SEE LJMRATIONS FOR ®ON SHEET 2 �PRODUCT INSTALLATION. � ROl1ER HO1S110 2'x4•CONT. 04 HEADER OPTIONAL RAIN HOOD REQ'D. +'�.1 EQ. EQ. DP (NON_ N(�fF FDR CONBINATTON OF�C7MNS Lis Q m CrTDP)0/4• 1- MOUNTING SECTIONS CAN BE COMBINED Co - a NYLON aU5iWC5(Typ. 3 /10x3'S.S.S.M.S.W/ IN qNy y/AY TO SUR ANY INSTALLATION. LON 1•LONG(ryP.BOTTOM).VICUT AT ROLLER HOUSING(PYP.) \d AT 0 RCT HOOD (NOII-SIAUCRIRAL) 2! (2) T- FOR WOOD FRAME CONSTRUCTgN: WOOD MEMBERS TO (2)MELON . ROLLERS BE HAVE A MIN.SPECIFIC DENSITY OF D.a6 OR EQUAL y � I I ... y N4 3/18•ALUM. X10.J•S.S.SM.S.W 03)3'LONG KAM Poop�S' BUSiNNG W 3/18'HIM. ALTERNATE IED 8'O.0 / A 0.150 LONG TOP SECTION I LOGTKx1 CONT 0.500 O.D.AND 0.246•Ld.AND 0223•LONG I POP RNETS, (SEE NOTE•) oASr.0.27O'x0.O30' BOTTOM SECTION 0.320'O.D.AND 0.245'Ld, o 18'O.C. ULTRAFAB WEATHER crep- I .SEPARATICH STRIPPING FA SIDE ) - M TO CLASS ' (SEE SCHEDULE YIN.SON SHEEP 13) I J or SEPARATIONON YIN.SEPARATION ro CUSS I HN TO CLASS (SEE SCFEOIAE (SET:SY31-- ON SHEET 13) ON SLEET 13) J 0• ® t ®tr }}yy 1 I I or® t ALTERNATE 3/16'ALUM ALTERNATE IEC LOCTi OPTIONAL RAIN CIYAD 1111 POP feVETS O S'O.C. `_-- r LOCATION N ALTERNATE AT gFi1R. i I:-T J�Ali _ SEE NOTE•) (NON-STRUCTURAL) LO I T=1 TSEE NOTE l I I _ '� 11 I i l II f I __- _____r_., ALTERNATE 3/16'AWN AE I II L�L�J I I I it POP RIS O 9'0.F i it AT W-1 _ WOOD PLATEI j I if f REO'D. I 11 9 8 1 0 F 3/18•ALUM.POP RI1E75 ^ y O 10.O.C.BOTH SIDES 3/16'ALUM.POP RNM d 8 g O 10,0.C.BOTH SDES ED. ED. 2.6'UK WOOD d E Q• DECK REGIARED . 1T1 2•x4•CONT. I 1/4'W.3/4'TEKS SCREW (NO FINISH ALLOWED) _ 1/a'e x J/4'TEKS SCREW WOOD PLATE REOb. ' I OR 1/a'x 3/4'BOLTS W/TAWS 1 W/5/8'WASHER OR d S B'WASTER O 6'O.C. COIWi'L71d1 C8 1 1 T/a•:7/4'Ill"W/Nm• 't ot Y•• 8/O•WA!®I•P D.C. .�. MN.ED. 2'Ml.[.0. mt WALL PHWI � 1 �' WAU.h7NISH @AILD-OUT FACE �1QyNTiNG INSTALLATION BUILD-OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION SECTION 4W SECTION SAW (BOTTOM) SECTION 7W 1111111 N L WipA/A/� FLORIDA BUILDING CODE (High B Non High Velocity Hurricane Zone) I a"ALTERNATE LPG tAC4710N AND ANCHORAGE TO WALL SHOWN D017EDV;''•�CENSF:;��% ®2015 ' TRAM II FOLDING IMPACT PROTECTIVE SYSTEM GA"',"M'' INSTALLATIONS DETAILS INTO WOOD = IL ECOHNC. FOLDING MUM C'• °'DATE SCALE : N.T.S. a JL '* T1LUT TESTING!ENMMEERNO COYPA 706H N06TIHET PLACE mo NW.]I W. rw.sa WINW.wmR n ala WEST PALM eEMtH.rt 33413 15-014 P.u.:l t-IW.w 1 Qrop1-t611 -H Idnd m-e]71 'e40 Dp •�c�``c moEE t2 a °°" WANING w WALTER A7LLIT A•.P.E. �� •�� nom Lie/M1e7 xNor x� swu 11 OF 13 NIIIIII TMN.SEPARATITO GLASS ON MIN.SEPARATION SCHEMILE of ®t BS (SHEET 13) TO CLASS3�4 �(SEE ON SHEET13)W r Or ® W D3 OPTIONAL RAN GWD �n .. - (NON-STRUCNNAL) 1/4•..1'TEx ATERNATE 3/16' LM SCREW OR,/46-20•.1• POP RNEP O A 5.O.C. S.S.MS WITH MUT&I AT REAR. 4 WASHER O 4'O.F 7/{6•ALIAL POP RNR E In O 10,O.C.6OTIR SIDES Q EDGE OF SIAM -� X F APPLICABLE --J_�- — EDGE OF SLAB ANCHOR L ALT HORILOCATION LEG a q E APPLICABLE K (SEE NOTE•) __ DECK MIN.WOOD DECK REOWIN.WO (NO FORM ALONED) IXMGFt710N as EDGE OF SLAB IFEDGE 2•MN.ED. APPLICABLE EDGE IF 2•MIN.E.D. APPLICABLE T SEE LIMITATIONS FOR®ON SHEET 2 ALT TRACK ADAPTER MOUNTING INSTALLATION SECTION 78W (BOTTOM) 1 ION.ED, I•MIN.EG. NOTE FOR COMBINATION OF SECTIONC_: - 21.6'MN.WOOD DECK REQUIRED 1- MOUNTING SECTIONS CAN BE COMBINED (NO FIMISN ALLOWED) IN ANY WAY TO SUIT ANY INSTALJLTON. MIN.SEPARATION FLOOR MOUNTING INSTALLATION PLATTE�v."� (SEE CLASS SECTION 7AW (BOTTOM) � ON SHEET"' 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO T BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL (])51 B • y WALL FINISH 2- SEE SECTIONS 8W& 14W FOR MAX. DESIGN PF]RElMTION AT or®T y SCREWS W/2/1'2•YH LAC WN.ED. PRESSURE RATING & SPANS A.S.D.A.S.D. �' 1•.4' (27 OF RAFTER/TRUSSES El 6063-TES COM. c ALM$HIUAI TUBE 1/4•x4•(6063-TES)FIAT NO 2X WOOD +I PLATE W/1/410.1. TO( TRUSSES OR RAFTER 2'x4'MRL WOOD SCREWS O r O.C.M AT 24.O.C.MAX. STLAS O 16.O.C. �' 1 I/5•xEi 4-(6063-TG)FUSSES I r .500' . PLATE W/1/410 IX x1•l _ SCREWS O 4'O.C.IN (2)1/410 TAPCON OR 1/4.6 CRETE-FLEX BETWEEN TRUSSES ANCHORS oe J14 NDS WOOD SCREWS OR 1/4'4 e 8 EDGE(IF APPLXABIE) NDS LAG SCREWS AT MIDWIOM OF EA.STUD W/ ' Y I/Y MIN.WOW PEKE MOM INTO wDOD 1µ•WAIL PLXMOGD DGSTu.LDPPI/ SAID " E/a r■3/4•Tac s•Gor INR Epp•-20:s/s. LG'.�'P 1E1V1 aSt /rol a sOln(Eyp iDP)wo i•a1�0 1/P s It 4'me O 6•orl a f10 (�a an"AT mum MONNEo � safe O e�o+c. 0.378•IMRI.NM1DW , t MOUNT TO WOOD-STUDS "I'LITING INSTALLATION MOOGOn 0,A0.1GU• INSTALLATIONS DETAILS IOM.TOP .20'L aNOD- SECTION. 1.4W (BOTTOM) OZ.0.AID LONG• TT IID 0.227•LONG eonD11 MIN.SEPARATION y, INTO WOOD MAX. A.S.D. DESIGN PRESSURE RAM- +QD.O. -ED.O PSIFJ ��022445L d D (SEE GLASS WEATHER �, T�' ``NA4NLLLIiIEr1FEEp/4y FLORIDA BUILDING CODE (High& Non High Velocity Hurricane Zone) (TMTJ ON SHEET i]) I SDE(1wJ I or ®t a SCALE : N.T.S. ` Q� d,9��' 02013 TILIM MF TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAM BD ,•'�\CENSF A.G.XL. —14 �-'�= �L E�► IMc. FMM SHUTTER CORP. °'OAME HEADER TO TRUSS MOUNTING INSTALLATION =*c3//i :*_ RLLJT TESOM.a sNa EMM.COMPANY 7m IOSTREEr RILE SECTION 8W (TOP) - _ n°° a1,"'°'"R.'.6®W ti"'« W9TPAW°F"°`FL=4,3 15-014 ,-off; A7 OF N w•po11 n,-,slo.a,tmin Pte 16ao e43-.sF, C(/` 4-rtgR WA.aeeedl.wn v,n./eMN6,bMw.mn DRAWING N. WATER A.TLUTT'.M.P.E �•^�+ MAX. A,S.D, DESIGN PRESSURE RATING +60.0. -60.0DESIGN PRESSURE RATING +80.0. -60.00 MORD,L L1_/44167uMORM 1x/4s16T EE�Iroiu{qA1 MAXIMUM NAND PRESSURE CONNECTION CAPACITY SCHEDULE CONNECTION CAPACITY SCHEDULE (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) ,SLM SPANS SCHEDULE_ FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.O. (2' FOR A, 2 1/2' FOR B & 2 1/4' FOR C ANCHORS) THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE wRa w""O S"""'w A tAvc N+aw.ac CONCRETE CONCRETE BLOCK STEEL WOOD FACmi a CON. ANCHOR ANCHOR ANCHOR Pa41AtE raieAE a,a ANCHOR TYPE ANCHOR TYPE (•/-7 Pw�IAc ^ +Barlow TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK M1 (w TWE SPACING ANCHOR TYPE ANCHOR TYPE 30 pef 144.0 744 180 lb/ft A B C A C E A C F A B C A C 60.0" so* ee Ib ft 9 425 LB/FT - FT 157 LB/Fi 134 lB/Fi 256 LB/FT 397 LB/FT 35 pef 100.0• 100" 146 Ib ft Cl _ - 9 417 LB FT - 388 LB FT - 134 LB FT 6 473 LB/FT 418 LB 236 lB/FT 202 LB/FT 383 L$/FT 432 LB/FT Ci 144' 144' 210 lb/ft 12 387 WFT 1 14T-L9/'M Trl--LVff 6 461 LB/FT - 418 LB FT - 202 LB 60.0 60 100 ib ft C2 g 456 LB - 362 lB 250 LB 190 LB 318 380 LB/FT 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 700,0' 100" 167 lb/ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144". 240 lb/ft 6 ` FT - 419 LB/FT 312 LB/FT 285 LB/FT 353 LB FT 443 LB/FT - - 60.D 60.0' 115 Po k 9 390 LB/FT - 309 LB/FT 157 LB/FT 134 LB/FT 257 LB/FT 329 LB/FT 6 502 LB/FT 479 LB/FT _ 285 LB/FT 80.0' 80.0' 154 Ib k 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 46 P� 97.0' 970• 187 Ib R 3 .813 LB FT - 572 LB FT 326 LB/FT 304 LEI/FT 418 LB/FT 631 LB/FT 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/FT 393 LB/FT 3 760 LB/FT - 572 LB/FT - 304 LB FT 144' 144' 276 Ib ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202 LB/FT 357 LB/FT 483 LB/FT O 9 445 LB/FT - 370 LB/FT - 134 LB/FT r6O.0' 60.0' 125 Ib ft 3 972 LB/FT - 682 LB/FT 389 LS/FT 364 LB/FT 500 LB/FT 753 LB/FT C4 561 LB/FT - 448 LB/FT - 202 LB/FT .O 89.0' 187 Ib k 3 912 LB/FT - 682 lB/Fi - 364 LB/FT 50 pef0.0 700.0' 2Q8 Ib R 9 281 LB/FT - 224 LB/Fi 81 LB/FT 83 lB/FT 143 LB/FT 103 LB/FT -0.0" 1200 250 Ib RC5 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 L8/FT 155 LB/FT 226'LB/FT 224 LB/FT 83 LB/FT 4' 140 300 Ib ft 3 843 LB - 670 LB 243 LB FT 250 UB/FT 432 LB/FT 311 LB FT CS 6 339 LB/FT - 334 LB/FT - 725 LB/FT 60.0• 60.0" 138 Ib ft 273 LB/FT 325 LB FT 215 LB/FT - - 138 LB/FT 102 LB/FT 3 681 LB/FT - 670 LB/FT - 250 LB/FT 87,0" 81.0 187 lb/ft C6 6 410 LB/FT 487 L8/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/F7 251 lB/Fi 215 LB/FT - 55 psf 100.0 100.0" 229'Ib R C6 6 332 LB/FT 378 LB/FT 323 LB/FT - - 120.0• 120.0• 275 Ib ft 3 822 LB/FT 975 LB/FT 648 LB/FT - - 414 LB FT 307 LB/FT 3 663 LB/FT 756 LB 646 LB/FT - 137 134• 330 Ib R 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT 153 LB/FT - - 60.0• 60.0• 750 Ib ft C7 3 358 LB/FT 402 LB/FT 244 LB/FT - - 152 LB/FT 204 LB/ C7 4 232 LB/FT 236 LB/FT 183 LB/Fr 80.0' 80.0' 200 Ib t 2 - - - 305 LB/FT 3 310 LB FT 315 LB 244 LB FT - - 60 psf 100.0' 100.0 250 lb n 12 491 LB/FT 596 LB FT 409 LB/FT - - 265 LB/FF 168 LB FIT 12 388 LB/FT 460 LB/FT 409 LI/FT - - 115.0 115.0" 288 Ib R C8 _ _ C8 8 582 LB/FT 691 LB/FT 614 LB/FT - 8 736 LB/FT 894 L8/FT 614 LB/Ff 397 LB/FT 252 LB/FT 6 777 LB FT 921 IB/FT 819 LB FT 131' 128' 346 Ib R 6 982 LB FT 1194 LB/FT 819 LB FT - - 530 LB/Fi 336 LB/ - 59.0' 59.0 160 Ib k 65 pef 92.0' 92.0' 249 Ib R 100.0' 100.0' 271 Ib.R 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 Ib ft - ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 pat 1121 100.0 292 Ib ft SUIT HIGH VELOCITY HURRICANE ZONE�NON HIGH VELOCITY TYPE DESCRIPTION CONC. C.BLOCK WOOD STEEL CONC. C.BLOC WOOD STEEL 121' ZONE 116' 374 Ib R SPAN HURRICANE ZON 59,0 59.0" 187 Ib ft ZONE 1.2.3 ZONE 4 1/4.0 TAPCON W/ ADVANCED 75 pof 100.0 1000 313 A THREADFORM TECHNOLOGY 3.50" 2.50' D N/A 4.00" 4.00" N/A N/A W74 114 3e7 - 2 1/2' 1• 2 5/e"111 AS LESS B 1/4'•x 3/4' SOW SET 3,50• 3.50' N/A N/A 3.00' 3.00" N/A N/A104 i 1 2 3/4•♦99 TO 8'-3" 25/B'+ C1/4'• CRETE-FLEX 3.00' 3.00• 9 N/A 3.00' 3.00' N/A N/A 90 466 a IS2 1/4" • RTW-BUILDER• 3 t/2' 1' 3 5/8' E TEK SCREWSAN/AN/A N/A N/A 1,00' N/A N/A N/A 200'78 4eJ Ib 1 • •70 464 Ib /14 NOS WOOD SCREWS OR 86 483 Ib R F 9 N/A N/A N/A 2.00' N/A 180 psf 65 62` 483 Ib R 0 AS DEFINED 13Y ASTM E-1996 STANDARD. `"ppplDUp FE7AA 1/4" NDS LAG SCREWS FLORIDA BUILDING CODE(High &Non High VdocRy Hurricane Zone) + EXCEPT THAT 3 5/8" SHALL BE USED 02016 Trtt'OD INC. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM OWN up L,MANIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3, '•�\C EN 191&' AAA.L Gf."POSRNE AS-O DESIGN PRESSURE RATING. .4, 4A & 7A- L-:MAX.ALLOWABLE PRODUCT SRW FOR A S ; /10/15 GEN NEGATIVE A.S.D.DEMON PRESSURE RAMC. 1LECOma. [NW yR[p CORP.MYpp• D%w FINAL MAXIMUM ALLOWABLE PRODUCT SPAN IS 7,,a7 F/ = ALU t�NG ref ENGINEERINGCROMR Y � bp�� 1S MINIMUM DETERMINED PRODUCT �-O y7NIC Ut �'�` n+.•,(se7m�tea. i(sef�t-tan Pit trap-eQ-at7I 15-014 EDUAL ro THE (` ;(V` .-EDA:1Abroead.eem .w.MMr/.dMt►gpn OR4wm Ns SPAN BETWEEN'L+'AND'L-*. �F'•. lOR1OP•• NK 0057719TXLPT W.P.C. r., ..• .a. mn., nom Ua 0 ahe7 ..w .r,w. sNEiT 13 a 13