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HomeMy WebLinkAboutProduct Review Affidavit JOB INSPECTION SHEET Giglio Residence Anchor Opening Spacing Wall Size Shutter Shutter Shutter Top Unit No. pressure W x H Width Height Span Bottom 6 1 61.1 63.26x64 69 66 63 9 6 2 61.1 74x$1 92 66 63 9 6 3 61.1 26$x97 266 97 94 6 II 1 1 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' -i DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'D' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES I 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 TO utary Area 5 Ft Roof Tributary AreaS Ft 1. TABLES ARE INTENDED TO ('Ja�T-Tt4E'WORST CASE'PRESSURES.'WORST CASE'IS ;�'�`a DEFINED AS THE CRITICAL-£O p., �U WN VARIABLE AS DESCRIBED BELOW. Height 10 15 20 25 30 -,.4Q �# Height 104-:1,_1�0l..6 5 20 25 30 35 40 45 50 USE OF CRITICAL CO R TH THESE TABLES. -54.9 -54.9 -54.9 -54.3 -53.7 5 _ -100 -100.6 -97.8 -95.5 -93.5 -91.9 -90.4 -89.0 2. TABLES VALID 0 ROOF HEIGHT AS LIMITED ABOVE. 61-70 ft " 61-70 ft 3. TABLES VALID F L .APPLICABLE REDUCTIONS FOR ROOF SLOPES +54.9 +54.9 +S4.9 +53.8 +53.0 +5,' ,*§ , r +54. 49 +54.9 +53.8 +53.0 +52.2 +51.6 +51.0 +50.5 LESS THAN 10°SHA INEER AS A SITE SPECIFIC CONDITION. 80 ft -56.2 -56.2 -56.2 -55.6 -55.0 -5 i5 80 ft -103.0 -103.0 -103.0 -100.1 -97.7 -95.7 -94.0 -92.5 -91.1 4.IDENTIFY THE B OF HEIGHT.IF THE MEAN ROOF HEIGHT ``"'^ CANNOT BE IDENTIF +56.2 +56.2 +56.2 +S5.1 +54.2 +5};$ +5 . . "' +56.2 +56.2 +56.2 +55.1 +54.2 +53.5 +52.8 +52.2 +51.7 I; ,yUs T. -57.3 -57.3 -57.3 -56.7 -56.1 -55.E .5 -105.1 -105.1 -105.1 -102.2 -99.8 -97.7 -96.0 -94.4 -93.0 5. ALWAYS ROUND _ LE VALUE OR CONSERVATIVE ASSUMPTION. 90 ft ''.T - 90 k 6. CALCULATE THE TRIG E OPENING IN QUESTION(HEIGHT•WIDTH)OR +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53 9 +52.8 +57.3 +57.3 +57.3 +56.2 +55.3 +54.6 +53.9 +53.3 +52.8 THE SPAN LENGTH(HEIGHT)MO $Y AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -58.4 -58.4 -58.4 -57.8 -57.2 -56.7 -56.2 -55.8 -55.5 -107.1 -107.1 -107.1 -104.0 -101.6 -99.5 -97.7 -96.2 -94.7 THAN ONE-THIRD THE SPAN LENGTH(HEIGHT2/3).USE THE AREA BETWEEN STRUCTURAL 100 ft 100 ft OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 +58.4 +58.4 +58.4 +57.3 +56.3 +55.6 +54.9 +54.3 +53.8 AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL -59.4 -59.4 -59.4 -58.7 -58.1 -57.6 -57.2 -56.8 -56.4 -108.8 -108.8 -108.8 -105.8 -103.3 -101.2 -99.4 -97.8 -96.3 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 110 ft +59.4 +59.4 +59.4 +58.2 +57.3 +56.5 +55.8 +55.2 +54.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7. IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER -60.3 -60.3 -60.3 -59.6 -59.0 -58.5 -58.0 -57.6 -57.3 -110.5 -110.5 -110.5 -107.4 -104.9 -102.7 -100.9 -99.2 -97.8 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE 120 k + +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 120 ft +60.3 +60.3 +60.3 +59.1 +58.2 +57.4 +56.7 +56.1 +55.5 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. -61.1 -61.1 -61.1 -60.5 -59.8 -59.3 -58.8 -58.4 -58.1 -112.1 -112.1 -112.1 108,9 -106.3 -302.3 -10.0.6 99,2 8.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL - MUNICIPALITY IN ACCORDANCE WITH CODE. 130 k +61.1 +61.1 +61.1 +59.9 +59.0 +58.2 +57.5 +56.8 +56.3 130 ft +61.1 +61.1 +61.1 +$ ;a59, ll� +56.3 9. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A .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 -100.4 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 -112. - 4.3 -102.8 CRITERIA AS OUTLINED HEREIN. 160 ft 160 ft 2. DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND +63.4 +63.4 +63.4 +62.1 +61.1 +60.3 +59.6 +58.9 +58.4 +63.4 +63.4 +63.4 +62.1 +6". +59.6 +58.9 +58.4 EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES 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 -109.1 -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 -61.8 -61.4 180 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 1+60.8 +60.2 +59.6 +64.7 +64.7 +64.7 +63.4 +62.4 +61.6 +60.8 +60.2 +59.6 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 -107.5 -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 h +65.3 +65.3 +65.3 +64.0 +63.0 +62.1 +61.4 +60.7 +60,1 190 ft +65.3 +6S.3 +65.3 +64,0 +63.0 +62.1 +61.4 +60,7 +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 m^�i,� --62.6 -120.8 -120.8 -120.8 -117.4 -114.6 -112.3 -110.3 -108.5 -106.9 USE OF THESE TABLES AND COR SPONPING WIND VELOCITY,EXPOSURE,AND OTHER COEFFICIENTS LISTEDI-IEREIN _ ,J-I AT -AND VERIFIED BY THE GOVERNING 200 ft +65.9 +65.9 +65.9 +64.6 +63.6 +6Z.7 -+61: - �,4,,. ,._,,�00 ft +65.9 +65.9 +65.9 +64.6 +63.6 +62.7 +61.9 +61.3 +60.7 BUILDING DEPARTM Q_ WARRANTY FOR APPLICABILITY OF TABLE -66.4 -66.4 -66.4 -65.7 -65.0 6 -121.8 -121.8 -121.8 -118.4 -115.6 -113.2 -111.2 -109.4 -107.8 VALUE USE IS OFFE 210 ft +66.4 +66.4 +66.4 +65.2 +64.1 + • -.+fiZ; "' 210 h +66.4 +66.4 +66.4 +65.2 +64.1 +63.2 +62.5 +61.8 +61.2 CERTIFICATION.5. THIS IRE CA I MITTED TEST CRITERIA ANDER ANY PRODUCT OTHERA, x -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 DES ,�' MATION AND APPLICABILITY OF THESE TABLE 220 ft +67.0 +67.0 +67.0 +65.7 +64.6 +6 _tom: 220k +67.0 +67.0 +67.0 +65.7 +64.6 +63.7 +63.0 +62.3 +61.7 VALUES WHICH IS T V ACCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL ,;I TEM ORDINANCES. -67.5 -67.5 -67.5 -66.8 -66.1 -65. -64. -123.7 -123.7 -123.7 -120.3 -117.4 -115.0 -113.0 -111.1 -109.5 7.NO CERTIFICATION I}F E RITY OF THE HOST STRUCTURE. 230 ft +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63 5 x'6'21:$ 62.2 230 k +67.5 +67.5 +67.5 +66.2 +65.1 +64.2 +63.5 +62.8 +62.2 8.EXCEPT AS EXPRESSLY PR EIN,NO ADDITIONAL 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 +63.9 +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 4NTAHEIG PEAK ROOF WHICHEVER IS SMALLER,BtTi NOT LESS THAN 4%OF LEHEIGHT 250 ft 68'5 -68.5 -68.5 -67.8 -67.0 -66.4 -65.9 65.5 -65.1 250 ft 125.5 -125.5 -125.5 -122.0 -119.2 -116.7 -114.6 -112.8 -111.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUES _ +68,5 +68,5 +68.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 +68.5 +68.5 +65.5 +67.2 +66.1 +65.2 +64.4 +63.7 +63.1 AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IFMEAN -68.9 -68.9 -68.9 -68.2 -67.5 -66.9 -66.4 -65.9 -65.5 -126.4 -126.4 -126.4 -122.9 -120.0 -117.5 -115.4 -113.5 -111.9 ROOF VE 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 1 1F69.4 -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 HT270 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 +63.9 280 ft 69.8 -69.8 -69.8 -69.1 -68.4 -67.8 -67.2 -66.8 -66.4 280 k -128.0 -128.0 -128.0 -124.5 -121.5 -119.0 -116.9 -115.0 -113.355+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 +64.3-70.3 -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 VATION 290k +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 290ft +70.3 +70.3 +70.3 +68.9 +67.8 +66.9 +66.1 +65.4 +64.7 WALL ZONE FIGURES �� I F IC H 0 o REMARKS DRWNCHKD DATE 5TH ED. FLORIDA BUILDING CODE ENGINEERING mT D Q NIT ISSUE GSS TSB 03/05/12 oz m 3 y REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 0 1 d EXPRESS g o \ p r REV 2014 FBC DGM TSB 06/10/15eb< E A N' � 2 - _ _ ASCE 7-10, CHAPTER 30 CORPORA TEOFFICE: °z W az z m 160 SW 12th AVENUE, SUITE 106 OZ I-• DESIGN LOADS FOR COMPONENTS&CLADDING N_ z P DEERFIELD BEACH, FL 33442 0 n MASTER PLAN SHEET m m z z THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, P:(984)3S4-O660 F;(984)3S4-O443 J_rn vAND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF RUTH#9885 Lrl WRITTEN CONSENTOF ENGINEERING EXPRESS.ALTERATIONS. E:HELLO@ENGINEERINGEXPRESS.COM m, 0 ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7_ 0 Z oPERMITTED AND INVALIDATE OUR CERTIFICATION. ENGIN EERINGEXPRESS.COM Florida Building Code Online Page 1 of 2 Business & Professional Regulation Roma pep�td SCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff SCIS Site Map Links Search Bus'i"n.Wes Professi I Product Approval 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.Ddf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code https:Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r 1 Z... 7/l/2015 1 11 1 g� lf o po L VIA ! I t + z .• L {' rz11 t� <� y,�i �11Y6S¢mi'^ �IIA L 'ON ..i0pL M +q �j°. ih QiZ 0 9A Vs t I I ,% U Ilk r, t 'Ali t' lit ti s`L.4 �"p �. r$p¢'� S,. �''• °� � � '° �, .kyr Z ZyS +pt} P N+ N"� • 'U t ^1yN{3*G�'� yl V, O y T,,�1 � N� • T ih O a'1 b rc0A3' �o N .9� �o rr��fti ��� $ Gl �:1} ��111iT� � � �• �mo 0` i � yHlliillllNtM\ v �y{ A �� $t vat �� nr C ✓t ��c� � Ta��s�n��o °#� �� �h, �o �o � 5��� o� ��e�p,• � ItI Vft al $ � N L >t� .eas• zwr• aeon• aero'._ two• .m' b7 mr ! ? eee• rso- © SLAT zao ALLOY SLAT A7NDUIP ©L—END ©FLAT END Jw EXTERIOR CENTERPIECE (TO BE USED FOR ALL M4TALlAna0 12 806.7-79 6063-73 ALLOY OW-13 ALLOY �fl GYL AKNMUDEON vaunra1BONs As Ffx �7o BE usLv ONLYFmwsrAUA?XW ® I1VT�'RI0R CEIVTERPIE'CE WW-76 ALLOY FEET OR 160HER AYB W WASEARW QdL Air BO�it !O EN 606J-76 ALLOY SEE� AI• �, zen- tar.pe �. snr• Purr eae � rte. .110 —mic1 L; .1 •� a �. —car .OSO• .� d i.MY _' � .061• �{ i LSD .ar $• P71Y L • JJIS• ze)Y K - zne WALL HEADER Q 2" MAX. B.O. CEILING HEADER ® ® ® BOTroM SILL TRAcx BOTroM TRAcx ADAPTER 6063-T5 ALLOY SILLf W TRACK 6063-75 ALLOY 6063-T6 ALLOY ® 6063-T6 ALLOY 6063-T6 ALLOY P6ae' - t2 "'o, COMPONENT o It t1 t2 am .ow c y 0 z" s•MAX. o.tts• o.72s N Del K 1� 2- 4•MAX. 0.25• 0.25• 2 = © 1• 2•MAX. 0.062• 0.062- sle' ® RAIN HOOD (l ,ALT. BOTTOM TRACK ADAPTER © BOTTOM RAIN GALUMINUM ANGLES 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY COMPONENTS p\ ry6 FLORIDA BUILDING CODE(High h Non High Velocity Hurricane Zone) ' .Si ; .••"'•••.• J,9% 020157LR=ulc. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DFAW or. © 11810-16 ACETAL ® Pa00 IL ECO.■�. LOCOING sum cm. DATE �rflDG� ,LOCKING TUBES nwr rEs11Hc a ENOINEE170/G couPurr DATE THVmDUC� Z*' Lr w Ms.r..A.>*em.,.o«areae.a Jlrr WELT PAtYKACK 0.33\u 15-014 AT CENTERPIECE l� CORNER POST �F �,_ T�>� +ea�.� FOR4 6063-T6 ALLOY 6063-T6 ALLOY •�•• Q. :•�.� �'®-Ot—ea,t,— �_ AI/N. 2B 1 2'FANG WALIM A 7ILL h.P.E. i��%.� R.ORID\Un/44167 aa• ` SHEET 2 OF 13 f11ff11111111\I\ vr. a (J)ROwS OF yr a ' mums 1/I'0 HOLES �A o O J/�� -, ; z-an CACH SIDE TABLE 1: SOURCES FOR do @ I a JsLAYjs[E iIi 00j i I of wuroaw(SEE rAe�1)00 anasa� 00 0 1E 1PXAL PROPEWIES0�0 i TERM /3iENOE PLt5C LMUM OLON 31LEAN W REV 0000 20 1 OQ O ; I i sKaFIC QUn VITY ASD792 0.043 IC/k1 0.043 IE/*' fam.I 1 I TOOK WILD SII10mm ASTM 0039 9.400 pal SAM Pal 0'aff FUMNIAL Snum"AT vw ARM 0740 17.000 PAL 13.400 PAL --'r NEi0W1AL MODIOUt ASn 0790 340,000 W 344.000 P" _ 'a ! 24 1 i e w 5A6W-PI FAp YPIGL' C i 1.000, i ' i ,t "glow am A6IY UM 18 R-10/In 17 FT-"Ad4X — PIKE 2) •OZ 0011111W AWN mm 47.2% 114.0 S WAX +� IIAIE OF 01941910 ASM 0434 C-1 CIA= C-1 CWS ' to SELF 1D16T1oN Asn Ols» 1040 f Seo F _ D.oBD TH1GK 7FaTLrsl4a ASTM c155 SLAT WINDOW SLAT WINDOW POLYC.4R80AITE HEwMO TENSILE STREAM AFTER WEATHMMO ASn 638 9302 p.a,. 8640 PaL 2 ; 2 ; WOWDOW(SEE TABLE 1) TENSILE STRESS BORE WEAIHFRM ASTM 638 8461 p.a.L 6860 Pal 1.000• ; ZE i E A(2)WMA ANY BE IN ONE SLAT SPACED A A4VMUA6 OF 24-APART, WIT/12'AM FROM ENDS OF SLAT TOP R BOTWAL m � _ TABLE 2: SOURCES FOR ®SUT MUST NtSTA!!m ADNCENT 70 L'ENlERPIELES I OR NOR AT CORNERS OF PRODUCT. ' s 20 1t5EP 700L COMPANY 1AY I BLACK NYLON PARTSTAKWD OO SLAT ENDOW 7rR(1PRDgF11ES AUELENCE 0 --- 00 ELuow) 2LufABPHYSICAL..000 SPECIFIC CRAWTY ASTM D792 0.042 IDT'0 LATS 0H0 SLArS XWXWLCOO KN H uFr}urr�- Ryp) 000 , (ryp) , ; , ; ; WMOOW $ TENSILE YIELD SRtETIGIH ASTM 0636 11.500 pal OOO , (J) FUDMANAL STRENGTH AT HELD ASM D790 15,000 PxL ' O^xO I 1/s•r NOTES I i tl FIDORAL MODULUSM0001M5 As0790 450.000 paL y i ' afe..0 j FA SPACED : L_.__ _._J i a �ION NOTCHED IZOD ASTM D256 0.6 R-ID/In 1rMra JIB•MMTw BOTH ' 1rrKaeAwwce m i WDN DIRECROAS. j m m9E4onoY i i Oi50 0�• COEFFRTENf OF TIIE76,AL E%PANsgI ASTM 0696 55 r 10 rV4^--F FLAMMAEIIUTY 21 Z� 2�2 SNAP—IN END CLIP IELT,Nc EH PATURE ASUU D3418 500 F USED AS M OPTION FOR ALL MSTAUAn NS ® SLAT MEDow ELEVATION UNDER LARGE AOSSBL ANY INCLUDE PERFO WAW AS PER INIS DET"` TYPICAL 1A SLAT WINDOW DETAILS -MAX. (2)WM400WS ANY BE M NYE SLAT SPACED UK 2,•MART(MAX EVERY 10 SAPS). W1 60) VIEWING WINDOW & 1 2 CLIPS TYPICAL ALTERNATE PERFORATED (SMALL MISSILE IMPACT) 1)SLAT WINDOW ELEVATION 1ARGE MISSILE IMPACT . /iA FLORIDA BUILDING CODE (High Ac Non High Velocity Hurricane Zone) ®to15.T1uEm W- TT1AN 11 FOLDING IMPACT PROTECTIVE SYSTEM "' -` '�O`,.,� FOLDING SHUTTER CM. 041TEE D3n _ a / T1LUT TESTING 4660 TnL 141. s m N.o4AI a6coa n ss OSSIM�E � 13 Pit 1800-643-8371 15-014 =* ATC QF ::� �••• -�tw.�omt -w' —.fWdhq nkt� DTunw Iw A'•. E - E6-0006719 WALTER A .U,h.PE ms's r X1101 404 �q FLDRgA U./44167 a SHEET 3 OF 13 1 2 3 4 5 6 7 !8 A 2 orO3 W/ Q3 4 5 8 (2 W 2 H a zo USE'4-1. AT]0' ♦ ' ♦ NOTES ON t IDCIDNG T11Bk5®AT04 tQ. w UP O fl,2 1.TWO(2) ®SHALL ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED <D AT 30' O.C.FOR SPANS UP TO 99'. USE THREE (3) FOR LARGER g `o �®AT 30" D.C. SPANS SPACED AT 30' O.C. AT MIOSPAN. COMPONENT MAY BE x S CCCCCC y ^ THAN 99'UP TO 144" 4 ©LOCATION O ®SHALL BE AS SHOWN ON TYPICAL ElE�O. w a 2. (2)LOCKING TUINCS SHA ALWAYS BE USED TOP t BOTTOM AT nN PRODUCTS CENTERPIECES 4 ORS AT ALL INSTALLATIONS-LOCKING TUBES ®SHALL BE SECURED W LEVERS AS SHOWN O SHEET 9. * OR 8 (2 1 t 1 11 ILU 1 SEE LIMITATIONS FOR®ON SHEET 2 1 1 \ ,END CONNECTION DETAILS I - ON SHEET 9 TNC FULL HEIGHT,OT,FOR �(�1. O O+ O+ 6 , CONCRETE, CONCRETE BLOCK WOOD INSTALLATIONS. O O O O © O O 9 + 10 9 + 10 + 1 9 + 11 UNLIMITED WIDTH TYPICAL ELEVATION a N. S. 4 NOTE: SEE SECTIONS 1 THRU 3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. SEE SECTIONS 7, 7A t 76 ON SHEET 7. SEE 1W ac 2W ON SHEET 10. SEE SECTIONS 4W. 4AW t 7W ON SHEET 11. O``\``PP\ (/ '�i�G FLORIDA BUILDING CODE(High d, Non High Velocity Hurricane Zone) SEE SECTIONS 7AW. 79W, 8W t 14W ON SHEET 12. 02015 TLTEW Mc. TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM 0R1"/Mi 4167 *= — c IL ECO 999 C. 03/10/3FONG SHUR CO . DATE 7000 ANT PLAFHuLIrt mnaaENOINECRNo COMPANY 'WEST Awl WJZK R_33413 15-014 aWgn,-,Wn PW:1eOo-443-4,n1 ...>d0 110.lb— DOAwa 1l. E A71 1WLTERJk.P.L FLORMA U./44147 .V,ve ex 91ELT 4 OF 13 N H OR OONCItM BLOCK WALL PWOUIRED. POURED CONCPM OPTIONAL RAN HOW OPTIONAL RNN MOOD POURED CONCRETE EXISTING t"STRUCTUIRAL WALL COffCRm (LOW 714OK S.S. h y'> {tKW-SN6A:f,AwJ RE9UIPED. TRIM(DECORATIVE NFi10) (SEE SHEET 13) KUM NDu9NG ,.000 244 MM. a Q t/N. - W u •3 y t� «cc.y i'.� d7N1�I.Mldt C2 '�� ! f. RAW HOOD O.S•4{t•O,) H (SEE SNEEr 13) di - l {tqN-S ICRIkV,j 1 110 A 3'S.S.SAS.W/ 1 , 1 it wq M%A dCeaa -AVOW 3 tir arc. POP NAXF6 1 a10Mao ,o o � if.a a�•asrr a0 lir a i u,wr nuTd a•RFt NICEx 1 azs>•tnNu WON 1 amim 0.320"O.P.Am uWAT+iER PDIM1@ EbNgEIE 1 vD SLAM 14 i 6dM8•E•. SpPAEC At OR Op(gEIB pDCK pOFRNfC�71i 1 if4'•K T'7FX i (Awa 3nE inF) x We a>o n a i 13TH °r aElt-wtx w/a w ( IRni w`n �T• 311POP IMAM Na t IIIA 6IUEnEa►rt a•O.t. we=♦M O.C. 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W L mw(DaOWK SILI) 0 n/alcR $PAONC STAGGERED ANCHOR,§PACING DECORATIVE WALL IRIM TRAPPED MAIL FOR MOUNTING INSTALLATION SECTION 1 INSTALLATIONS DETAILS INTO CONCRET IMAX A.S.D.OEWN PRESSURE RATING a 4•CS.O, -90.0 PW & CONCRETE BLOCK � u ',,,�,, FLORIDA BUILDING CODE(High a Non High Velocity Hurricane Zone) SCALE. N.T.S. ` Q • J Y ly=O13 mnm W. ak S: EN0, "••9"« TITAN II FOLDING IMPACT PROTECTIVE SYSTEM fim FOB. NB-M�11T]4J QE%X110M E.D. -EDGE OWANCE COOi C 4 RwC. fOIM SNI►M{SRP. 1- MOUNTING SECTIONS GAN B` BE COMBINED (SEE SPECIcooNS ON SHEET 13) .; DQATEAIX 0 NEWIFINVIT IN ANY WAY TO SUIT ANY INSTµUTION. -O'• .= TILLT 7631,1040kENGINEERING COMPANY PLACE Xw sst PA f. s 15-014 swir 1J� OtMW1AYi M. t SEE LIMITATIONS FOR Q ON SLEET 2 =� ••• ,: w"- twRr4A^'Ix"L�Iit�'t �. . A a.ee�r. rN ex w rVerr. w �j 31fEEt 5 OF 13 y�lLi1{i14t 1/4'0 x 3/4"SEMS Straw OR i/4•x 3/4' 7-----� BOLTS W/HUTS A WA%"O 6.0.C. 0.06W THICK S.S. �— POURED CONCRETE OR aouER HOUSOC1 TO�QJSS i )ATo CLASS N.SEPAMWN CIYMRETE BLOM Ng REa➢RQ! SEE Sa«mULE CON"W aN O4 sL (m"-stx�� j ON a 13) for ON SHEET 13) T (SEE SHEET 13) ®t S /10x3'S.S.S.M3,w/1/2"4 ALTERNATE 3/16'KW1. ALTERNATE 3/+6'At.ln4. m r� x3/C um NAM BUStgll: POP RAEIS O 6'O.C. A •3'O.G ! g (r0DilaMj,TOPBZCER ROLLER ANDA Epi ! r • a 6A55 (r++'J 1 9 ( %.ED 4 i 3f1d ALAME POP nMtES i St'a —Vl6'ALLY.POP RNUS 'i •to'O.C.ROM TOGS t Ld oc YOLN Stu us td ALAL POP OtA3VOU11OFi t+n2P5 0 IR'O.O. R• pa:rSa$A&WIC um70E""seam SRN.suwv010N itl/. 4'PLVWOW i i1A Am O.t4d td.NqR i0 AMR Ill / . 02IIr Lm BOTTOM s11,11101=— loam UPC"OR SAIRM7PS Ph 1 of tf4'f*we-fm t ee nmW w/ Sac"0320 OA ANO SOE 0".) �t ACt1ORR d air_ 0.245'I' d. 1 4t ma�Id QC lACN SEK. (m) - 1/4'THRu Gott w/ � 1/4'4 TAPCONS OR .. POURED CON(StEtE OR WA's&NUT f 5'D.C. CRETE-REX AYCtim 6"O.C. f Of cONc�FtE OM WALL REQUIRED 2'x4.OR 2•xb'xt/d POURED CONCRETE Olt s'x3Lt/S'so"-T6 CORE AIXERNTE 311tr ALUM. t IR TS SA .ALUM. CONCRm AZE. NUM.o"I OR NEW M POP mvm 6 5'O.0 AT NOQUE. REQUIRED IiEII+R STANDARD COUNTER-TOP MOUNTING IN:ixALLA,TION ,ALTE,ENAN QQUNTER-T0P COUNTING SI;�UM S INSTALLATI0IVECTION 6 S ri n MAX.ASESB D. DESIGN PRU/R£RATING- +66.0. -66.0 PSF MAX. A.S.O. DESIGN PRESSURE RATNG- +66.0. �66.fl PSf Ul EPARATION 9 a'10.am s e TO QASt 014 SHEEF 13) ! AVERNATE LEG f 3 m 0. ! ORRMAT" t OOIRELim C3 KTERNATE LER (SEE SHEET 13) 6 FW�gR d ORIEWATiOM 1/4'4 x 3/4•mm SCREW W/ � POURED CONt2iETE OR 5/6•WASHER OR 1/4•x 3/4' '3A ..—..._ rnNaE1e a WALL NUTS G s/a W797ER eREQUIRED BUILD-OUT EAG.E MOUNTING INSTALLATION a - SECTION $ (5FE SHEET 13) g . 0 OR 1 x 3/4'TOM r w/n W/ POURED CONCRETE OR OR 1µ'x 3fi' Huts ac sf6 MSF"a 6 o.a INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK ,BUILD-OUT FaCE COUNTING INSTALLATION SCALE N.T.S. 0;14- 4A (BMW FLORIDA SUMNG CODE(High&Mon High Val"*Hutticane Z0m) ��y�y Jt�"ice O2ot511uEm wC TITAM 11 FOLDING IMPACT PROTECTIVE SYSTEM L� NOTE FOR COMBINATION OF SECTIONS; * ED. s EDGE DISTANCE EN I-MOUNTING SECTIONS CAN BE COUSINED (SEE SPECW"-"ONS ON SHEET 13) ter- CutTTT[p 01/16/15 AM IN Y WAY TO SUNT ANY INSTALLATION. ''moi---+ II /MG. � 'W,`� CORP. EDN *Z "+ COMPAW runTESITTHO 0 EHOWERINO ?m tEMLlfakT PIKE 4w >��"j_/ uN ac s.an.�Tw�aeeona.n uaaWW MM eEAat R.M413 15-014 t SEE LIMITATIONS PGR�! CN SHEEP Z �1� ft 008-643-4371 aRARRIM M L�P a w YMLIFRE AIf 71 9 .P E wr.M �rrw wt a r �aurr xs FLORIDA tie.0 44157 r+Mi M+ t f1iEl'T 6 d 11 fitllHMyNMNi •WIN.E.D.- .CONCRETE OONMe 110N OS POUREn ppOO�µm (SEE 91E£i 13) 0.060'TFRCiC SS ROl1Eli HOUSING FOOD (NON-STRUCTURAL) t?)Nti.ON '•f 10.3•SS,S.W.S.W/1/rr WAJ.ERS 0.655• ((TP) aS/a'LONG tIYWN OUSHMM ( TOP) /10:3•s3.sits.WJ 8373' LOW MELON 3 tG'AtdM + 1A11D TOPTDP sdO110NOTOts00" •4 1 OA AND 0.246'[A MID Mil - I} SBCTM,NI 0" ulPEillll FA UK(1'*} Ajw (m LL or MW.SEPARATION ®T N TO CHERULE ®f 2 - LASS ' ON SFT 13) ONTO GLASS I (SEE 5CHED1.p.E ! Ot MIN.SFPARtt�tTK7N ON SHEET 13) IN ®T 1/4••a 1'TEK SCREW OR �#, - TQ CHER. m 1/4x20`:1•SS Ws WRH (SEE SCHEDULE ! or $ OPTIONAL RAW GUARD NUT°WkS fR O 4'O.F ON SHED/3) yy (NON-STRUCTURAL) 7 r ®T 61 ALTERNATE:3/16'KLM. T pFi1R °5'O.C. I OPTIONAL RAIN Ct NDN-s1wLcluRAL. ALTERNATE 3/16•AL1AL h 9 Y ALTERNATE LEO I OOP RAFTS a 5,0,0. )` LCrtat10N YR1H F ri AT REM- n M 3 3/16'ALUM.POP MVLlS ANCHOR 00 NELIM CT 9 e 10 D.C.amsaes \ - — (SEE FEEL 13> 5 3/16'ALTAL POP rags O.C.817111 5OE5 IEDQE L AAPPMIC P SLAB F POURFD REQUIRED .00IeEC7i01!06 APPLICABLE (SEE SHFET 13) POURFD CONt3EETE POURED CONCRETE J - REQUIRED. REQUIREDOW6.TON C6 •WN.E J. •WN.E.D. (SEE SHEET 13) .WW.E.D. IRAPPED MOUNTING INSTALLATION ALTERNATE TRAPPED MQUNTING ALTERNATE TRAPPED MOUNTING SECTION 7 INSTALLATION AT 80310M INSTALLATION AT BOTTOM SECTION 7A SECTION 78 INSTALLATIONS DETAILS INTO CONCRETE & CONCRETE BLOCK SCALE:N.T.S. FLORIDA BUILDING CODE(Nigh k Non Kgh VaIacity Hurricane Zane) ATE EL3R COMB TION OF,5ECt1ONc• * E.D. EDGE OIST'ANGE �+`�� � .•., ✓,p"..� 02015 Te.OYA WG TITAN ii FOLDING IMPACT PROTECTIVE SYSTEM T"N 1- MOUNTING SECTIONS CAN BE COMBINED (SEE 5PEGFICATIONS ON SHEEP 13) may,: GEN*""'-. Nr�Yi 03/10/15 IN ANY WAY TO SUIT ANY INSTALLATION. DATE .,,_. �__ I L E C O�N�. FOI.�nc slluri�rt Ian. _ =* // :* TnLTi TESTMG A:E1IGWEEFNG COMPANY Ml PAM EAa6 FEHDASTRIEET L33413 1 SEE LIMITATIONS FOR DAA ON SHEET 2 i.O; 5-014 / C Ui:: n..>w` /°�`-ss'sacM W�errL,�ui T Pre 1 )ice N. i�• WALTER XJ,P.E. mAVY M'N t/.W YMA1bl 1R RDR(x tk./44167 SHEET 7 OF 13 •1 IAULutRNtA, B oanm masa amr IN1L ane%TP,3.x006PeD IgE Ipaw sPAx T,3,E PT F reA X X / TABLE 1: MAX. SPAN TUBE LENGTH SCHEDULE(RUBE TOP OR BOTTOM) Ik (e>,/a•.�'•TO6 ecatw ——--——— — —--————————'- ALLOWABLE TUBE REQ'D ANGLE NUMBER OF ANCHORS Ar ac uxallaRwu. O O O O o O MAXIMUM SPAN LENGTH EA. END PER ENO OF TUBE sslPl nee PER>amac —— ——————————— TUBE PRODUCT °0°3"/0"1DY o o o o SIZE SPAN TOP OR BOTTOM TOP OR BOTTOM TOP OR BOTTOM 1/sy.3H'm screw 'R.. TUBE TUBE TUBE e S. a•.4•ar rs R ..•,,rs> 60' 106.0• 13 8 IS TOA MOLE m.i6u.NaLE 2'x4"x1/8' 96' 85.0' 17 10 (4E,axaAX) sneouA ANGLE 144' 69.0' 13 8 -uwm(ttP.) 80' 117.0' 77 10 ��wwm O* of ,qtr 2'x4x1/4' 98' 1100 21 12 SPAN sm 144' 91.0' 21 12 80' 109.0' 17 10 TYPXx kZEYATIOM MM AT S 2'x5x1/8' 96' 100.0' 21 12 .,Y 1 144- 81.0' 17 10 !IN TILS uIEEI �J 80' 121.0' 21 12 1/r xe. 2'%8'x1/8' 98' 114.0' 21 12 144' 93,0• 21 12 Qt ris x Ys Y.a r Ys> 9t *VALID ALSO FOR M(DHE)GNT TUBE INSTALLATION ONLY WEEN THE SUMATION OF THE YaSn/4t I31L1W t yI SFUTIERS HEIGM ADM&BELOW DOES NOT EXCEED THE MAX.PRODUCT SPAN (� SCHEDULE) ' E © (ii 0i m/iuK NiL1E SHOWN ON TABLE 1. Jr, (90:sxO,l,� Y Y : TABLE 2: MAX. SPAN TUBE LENGTH SCHEDULE BE AT MIDHEIGFiT) 7� MAXIMUM ALLOWABLE TUBE REANGLE NUMBER OF ANCHORS 1µy,3/0 rocsaeW o 0 0 TUBE o SIZE PRODUCT SPAN LENGTHTH EA END PER END OF TUBE 4ea"I1L ------ ------- SPAN er 3.r sPN+ -PER SCHEDULE — ——————— —— ——————— Tuesrat1/4•.LEN M Pas3-,s Tum ��A� 60" 76.0' 13 12 (a)1/a•.3/4•Tnct somr a• yy,nSE m�CHECULF 2'x4'x1/8' 96' 60.0' 17 15 aoaa•HAUL a Y°a'1°"°iu°"wn' SPACM soOIAE) mIoaMs C".) 144' 48.0' 13 12 lsfE as GROUTED rnxaea (2)R06 K,/4y rwraa aorx wat RmuoWn jyp�EEEV�A�) 80' 87.0' 21 78 SPAN TUBE MOU1111NG INSTALLATION 2'x4'%7/4• 96' 79.0' 21 18 e 0. SIMM"� 144" 65.0' 21 18 Ea)2f 3/s•1p6 SClew �Y•a rs w rate/a• 4 1j°' 80' 77.0" 77 15 AT OL l,3axYI1NLT. IE#i1N a9 Tf N NCE POeC 1/r DP. (3)iIums Or 11 fT SCHEDULE) 2'%5'X1/8' 96' 70.0_ 21 18 .>DIXIE sclrnut) M 0 O t 144' 57.0' 17 15 80' 88.0" 21 18 ®t 2'%6'x7/8' 96' 81.0' 21 18 Z Z 144- 66.0' 21 18 o o A, INSTALLATIONS DETAILS W/ SPAN TUBE INTO POURED CONCRETE 1/4'0.3/01X%scam". OR GROUTED CONCRETE BLOCK WALL 6000'IN1L a••= O O O O (In 400txTD ————————————— O 7SPM168E PER SCHEDULE O SCALE:N.T.S. aaa.}•le Nim � O O O O O O BRIM TUBE M OOEDIRE MAX.A.S.D.DESIGN PRESSURE RATING-t720 PSF rQkl/a• r Lt1@I,sos3-Ts `� FLORIDA BWLDING CODE(High !c Non High Velocity Hur,icone Z m) .116L ANGLECm KHEOA93 � Q' 02015 TILTQA SIC. OMNI BC Oty ' ENSF'•.9'' TITAN II FOLDING IMPACT PROTECTIVE SYSTEM Ae 03/l0/IS POUREDi o f a I L E C O IMC. FOLDING SHUTTER CORP. DATE OR ..CFIm■OGc—R[axruD 3ta•a 3's a 3•at,/.' - TIWT TESTING&ENCNIEERINO COMPANY 7088 MF]WJCH,, R'� IINGIR 69a,-Ta A6xL M4E /}1�p� . (� Q= CPP I6R]M Rv 30P�NiIM f�ICEIi.0.AIY WEST PALM�,Ol PL 11a13 15-014 (a)1/4•.3µ'TOW SCREW .' SOfD,AE) TYPICAL ELEVATION�],J3(� AT 11IDI1EN;f1TM J cy w�.,pmI3o,-,an.P�:t3oala,-m, Prc,Boo-w-ett, a 2'4M IOWNTUDIRN.W. feYG MTS ��'!•. -I„Oe le,amgOdsOm „wlaWker„Bracan DRAWRIO Na ORI P '��`' SPAN ]UBE NEMIGING INSTALLATION O DI-OaoeT,e ... ... 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TO GLASS (SEE HMSCHEDULE13) Of ((SEE SCHEDULET13) ON 511FET 13) ®T ON SHEET 13) ®t 2'x4•CONT.WOOD DATE RECD. 1 I WALL FACE MOUNTING INSTALLATION SECTION 2W (TOPS a • CONmSCm CI WAIL BNtSH WALL FACE MOUNTING INSTALLATION SECTION IW INSTALLATIONS DETAILS INTO WOOD 01°1118 . I1 .. 1 ''. FLORIDA BUILDING CODE(High h Non high Velodty Hurricane Zone) T SEE LIMITATIONS FOR ON SHEET 2 Q. 02015 TILTECO INC.�:•• \CENSe TITAN 11 FOLDING IMPACT PROTECTIVE SYSTEM ORA"01'ceryl NOTES* _ rl� COMBINATION OFCOMBINATION OF SECTS; rroe 07/10/15 I— FOR WOOD FRAME CONSTRUCTION:WOOD ME]ABERS TO = �• IL E C O INC. FOLDING SBUM CW. GATE BE HAVE A MIN. 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DESIGN W Or®t •I u=PENETRATION AT MMIDIOIN 1"WPRESSURE RATING & SPANS x 4'x 1/8" c (2')OF RAFTER/TRUSSES 6063-T6 CONT. W ALUMINUM TUBE 1/4 k4•(6063-T6)FLAT -COSTING 2X WOOD Y! PLATE W/1/4"0 x1'TIX TRUSSES OR RAFTER 2•x4•UK WDOD SCREWS•6'O.C.IN AT 24"O.C.MAX STUDS O 16'O.C. 1 _BETWEEN TRUSSES OR ,SOD• �i 1/6'x4'(6063-T6)FLAT JJJ PLATE W/1/410 xl"7F3L SCREWS 0 4'O.C.IN _ (2) 1/4.0 TAPCON OR t/4Y CRETE-F% BETWEEN TRUSSES ANCHORS OR/14 NDS WOOD SCflEWs OR 1/4'0 8 EDGE(F APPLICABLE) NOS IAO SCREWS AT MIDMIONI OF EA SND W/ 2 1/2'NGL THREADED PENETRATION INTO WOOD (2) 1/4'MAX PLYWOOD€%ISTING SOFFIT STUD - 0. 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ANCHOR CONCRETE CONCRET4LB/Fr TEEL WOOD P +aowE ANCHOR TYPE ANCHOCHOR ANCHOR P1a P TYPE SPACING TYPE TYPE CONNECTION ANCHOR CONCRETE CONCRETE BLOCK tt41 h-t TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psi 144.0• 144' A B C A E A C F 60.0' so" 88 1b ft 9 425 LB/FT - 388 LB FT 151 LB/FT 6 LB/FT 397 LB/FT A B A C 35 Psf 100.0' 100` 146 ib ft C1 6 473 LB/FT - 418 LBJFT 236 LB/FT 3 LIB/FT 432 LB/ Ci 9 417-LBTFT- - 388 LB FT - 134 LB FT 144• 144" 210 Ib k 461 LB/FT - - 202 LB FT 12 �7 - 4 LB FT 166 LB FT 1 LB 347 !7 00.0 80' 100 MIR C2 9 - LS/Fr 250 LB 190 LB 318 LB 380 LS FT 12 375 LBJFT - 334 LB/FT - 142 LB/FT 40 pet 00.0 100 187 Lb 6 525 L8 - 419 LS 312 L8 285 L8 353 LB 443 LB/FT9 417 UB/FT - 362 LB FT - 190 LB Ff - 0. 10 240 ID it 9 390 L8 FT - 309 LB 157 LB 134 LS 257 329 LB 6 502 LB - 419 LB - 285 tB IOU 80.0 115 Ib h 9 372 L9/FT - 309 LS FT - i34 LIB/FT. 8110' 80.0' 154 tb it C3 6 496 LB FT - 375 L EI FT 236 LB 202 LB 298 LB 405 LB 46 Mf 970 9T. 187>b 3 .813 LB - 572 lB 326 LH 304 Ff 418 L8 831 t8 C3 6 469 LB FT - 375 LB/FT - 202 U3 FT 1t& 115.0' 221 9 408 L8 - 370 LO 157 LB 3 780 LB - 572 LB - 304 LS 144 144 278 6 /FT 134 L8 258 l8 393 LS 9 445 L8 - 370 L8 - 134 IA C4 6 5'9'1 LB - 448 LB 238 202 L 8 357 �3 � C4 6 561 t8 448 i8 202 LB/TT 60.0' 80.0 125 W k 3 972 l8 - 682 LS/FT 389 LB/FT 384 LB 500 L.8 753 LB 89.0' 89,0" 187 Ib ft 9 281 LB FT - 224 LB 3 912 LB/FT - 682 ILB/FT - 364 LB/Ff 50 psf 100.0" 100.0' . 206 Ib ft / /FT 81 IJ3/FT 63 LBjFf 143 LB/FT 103 LEI/FT 9 226'LB FT - 224 FT - 83 LB/FT 120.0' 120.0• 250 tb ft Cs 6 421 LB/FT - 334 LB/FT 122 LB/FT 125 LB/FT 214 LB/FT 155 LB/FT cs 6 339 LB/FT - 34 iB FT 144' 140' 300 Ib ft 3 843 LB/FT - 670 LB/FT 243 LB/FT 250 LB/FT 432 LB/FT 311 LB/FT / / - 125 LB/FT 60.0' 60.0' 138 Ibft 9 273 LB/FT 325 LB 215 LB/FT - - 138 LB/FT 102 LB/FT 3 661 LB/FT - 6 - 250 LB/FT 81.0' 81.0" 187 Ib ft C6 6 410 LB/FT 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/Fr 9 221 LB/FT 251 LB/FT 21 FT - 55 psi 100.0• 100.0` 229 lb#t 3 822 LB/FT 975 LB/FT 848 LB FT - - 414 lB/FT 307 LB/FT C& 6 332 LB/FT 378 LB/FT 323 LB/FT - - 1137' 1134' 275 Ib ft 4 269 LB/FT 301 LB/FT 183 LB/FT - - tT4 LBjFT 153 LB/FT 3 663 LB 756 LB/FT - t 1' 134' 330 Ib ft C7 3 358 LB FT 402 L9/FT 244 LB FT - - 152 LB FT 204 LB 4 232 LB/FT 236 LB/FT i83 LB/FT sa0• t;n.o" 150� tt 1 / / / C7 -_ 3 310 LB/FT 315 LB/FT 244 LEIFT 80..0 80.0' 200 Ib ft 2 - - - - - 305 LB/ 12 388 LB/FT 460 LB/FT 409 LB/FT 60 P t00A• 100.0' 2501b ft 72 491 LS/FT 596 LB/FT 409 LB/FT - - 265 LBjF7 168 LB/FT - 115.0' 115.0" 250 Ib k CS 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/FT 252 LS/FT CS 8 582 LBjFT 691 LB/FT 614 LB/FT - - 137" 128" 3446 Ib k 6 962 LB/FT 1194 LB/FT 619 LB/FT - - 530 LB/FT 336 LB/ 6 777 LB/FT 921 LBjFT 819 LB/Fr 59.0• 59.0' 160 lb/ft 65 psf 100.0" 100.0' 271 Ib ft MIN. SEPARATION TO GLASS SCHEDULE ANCHORS SCHEDUL RSEE GENERAL NOTE C.2 ON SHEET 1 126 123- 60.0' 60.0" 175 Ib ft - ANCHORS ANCHORS MIN. E.D. MIN. SPACING 70 psf 100,0" 100.0 292 tb ft SLAT HiGH VELOCITY NON HIGH VELOCITY TYPE DESCRIPTION 121" 118' 374 16 k SPAN HURRICANE ZON HURRICANE ZONE 4 CONC. C.BL WOOD STEEL CONC. GBL WOOD STEEL 59.0" 59A' 187 tb ft ZONE 1 2,3 ZONE 4 A 1/4"0 TAPCON Wj ADVANCED 3.50` 2.50' 0 N/A 4.00" +.00' N/A N/A 75 psf 100.0" 100.0' 313 Ib/ft THREADFORM TECHNOLOGY 117" 114' 367 Ib ft 5�-t0" 2 1/2` 1" 2 5/8' 80 psi 713' itt' 400 Ib It AS LESSB 1/4' 0 x 3/4" SOLID SET 3.50• 3.50" N/A N/A 3.00" 3.00" N/A N/A" 90 paf 107' 104" 424 Ib ft I >5,-10" t00 psi tot" 99' 447 ib ft TO 8'-3" 2 5/8"} 1" 2 3/4 C i/4. 0 CRETE-FLEX 3.00• 3.00' 0 N/A 3.00" 3.00• N/A N/A 110 psf 94` 90" 488 Ib/ft 120 psf 87' 82' 484 tb ft 1/4" 0 1fW-BUILDER 130 psf 80' 76' 483 Ib ft -3. 3 1/2" 1' 3 5/8" E TEK SCREWS N/A N/A N/A LAO• N/A N/A N/A 2.00' 140 sf 74" 70' 484 Ib/ft TO 12'-0• 114 NOS WOOD SCREWS OR 150 psf 69' 66" 483 Ib k F N/A N/A 0 N/A N/A N/A 2.00" N/A 1/4- NDS LAG SCREWS 160 psf 65 Al* 483 Ib k A AS DEFINED BY ASTM E-1996 STANDARD. `tttotsiiif iff .0.0.0.0.04 A�ntrc. 1 (� t{ �A FLORIDA BUiIOLNG CODE(High k Non Nigh Velocity Hurries Zone) } EXCEPT THAT 3 5/8" SHALL BE USED L+:MAXIMUM ALLOWABLE PRODUCT SPAN FOR A FOR MOUNTINGS AS PER SECTIONS 3• �`��••�\G EN S'�'•.'Q '4„ n' ' TITAN It FOLDING IMPACT PROTECTIVE SYSTEM ��', Gh"POSITIVE AS.D DESIGN PRESSURE RATING. -4. 4A& 7A G3ILG/ss GIVEN MAX. 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