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1 5v m RH EXP ',Cu, %e.0,4100. --=-1=F-A=F-1 DOOR 3 2 DOOR FRONT DOOR 1 GARAGE lm u, oe 6'e HALL, DEWEY Castle FOLDING SHUTTER A O e N 7904 HOLOPAW AVE CORPORATION Impact Windows � � y m g FORT PIERCE, FL 34951 FACTORY DIRECT SINCE 1969 I FOLDING SHUTTER a Castle CORPORATION 7 • _ Impact Windows FACTORY DIRECT SINCE 1969 COMPLETE HURRICANE PROTECTION SOLUTIONS 7089 Hemstreet Place West Palm Beach,FL 33413 800.643.6371 Property Information Building Information Owner: HALL,DEWEY Wind Zone: 160 MPH. Address: 7904 HOLOPAW AVE Exposure Category: C FORT PIERCE,FL 34951 Minimum Building Dimension: 22 ft. Mean Roof Height: 15 ft. Risk Category: II Design Pressure Calculations Opening Location Device Device Device Max Positive Max Negative Number Zone Width(in) Height(in) Elevation(ft) Pressure(psf) Pressure(psf) 1 Int 72.5 62 7 31.0 -33.8 2 Int 72.75 62 7 31.0 -33.8 3 Int 72.75 62 7 31.0 -33.8 Prepared in accordance with:ASCE 7-10,Chapter 30. Wind Loads-Components and Cladding.6th Edition(2017)Florida Building Code. Page 1 of 1 Customer: HALL WorkOrder Number: 04092018044 N0301 Unit No. Wall Opening Opening Shutter Shutter Slat Anchor Pressure Width Height Width Height Length Spacing 1 -33.8 72.5 62 79 62 58.75 9"o.c. 9"o.c. 2 -33.8 72.75 62 79.25 62 58.75 9"o.c. 9"o.c. 3 -33.8 72.75 62 79.25 62 58.75 9"o.c. 9'o.c. Florida Building Code Online Page 1 of 2 =.7.---,'. ... �.. -...^ i:>""x' a2. i+,�;�' ,— : f,7,3 ..;+ „ �. 7 - ' rte-. �. 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USER:Public User a B9 y t Y Product Approval Menu>Product or Application Search>Application List>Application Detail iy "'t° t"64 +�N FL# FL17080-R2 } �' Revision y , ; Application Type tp -! 5�:�?ZY�A;,'44;p ` Code Version 2017 45�r z -, � :. ,s ,. � a „ Application Status Approved t 4y' 1,-1.- rot ,'i r0E .-'1 n ��f� r�iz� �� kI trr ;wz' ,,."rt] Comments ' ,,,, ,,e r� 4n", Archived 1 1 f^-"Yev.flt",,dty s 5fi ,*:' Product Manufacturer Folding Shutter Corporation 4 1 ' fti rix , Address/Phone/Email 7089 Hemstreet Place 4. West Palm Beach, FL 33413 W w (561) 683-4811 Ext 7675 a t"o•L 1 G edh@foldingshutters.com ,,::C 'f 9, #5'9:0 *f -' �Ky, Authorized Signature Ed Heritage s + z - `.E rJ tedh@foldingshutters.com? k = Technical Representative Ed Heritage.z Address/Phone/Email,, .Ps,, 7089 Hemstreet reet Placez West Palm Beach, FL 33413 34133 kt€ erx{ fif } (561) 683-4811 Ext 7675,x4J n " ' , edh@foldingshutters.com �Sly 1 3vh 'P bv,'", y ,,'��rµF'i� „1, 1 4 A Quality Assurance Representative Ed Heritage a ' a -T „ .,.4 ' Address/Phone/Email 7089 Hemstreet Place West Palm Beach, FL 33413 (561) 209-7675 t'-, r j, �, ,r , .1 edh@foldingshutters.com r-f '3r "- q'---54' a e.,,, ?1L4 2,4,-;,,„r-1 Y e,4:,'4...4-,7-i-'. ;{ ] j `... fi Category Impact Protective Systems Subcategory Operable" pfa9 �i ,� r - i' } Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed ._.3.,..z...,4yt , -‘,%,-...,,,,-; Florida Professional Engineer gt ^a',as r7.45to 5q t-'1 ,,:......,--4,,„ 0„ � _. Evaluation Report- Hardcopy Received s .j" ',, k-x .a Florida Engineer or Architect Name who developed Walter A.Tillit Jr., P.E. '+s' x1 , t -w, the Evaluation Report f J j 'r "r� `f.. Florida License PE-44167 44 Quality Assurance Entity PFS Corporation .';',V.,`,.1,,;:7 iYw -•„'eri Quality Assurance Contract Expiration Date 12/31/2018 ', a, Validated By Troy Bishop, P.E. t ,'Mr.s V Validation Checklist- Hardcopy Received Ft( r r yt ., 4.s.z r _ �v n' Certificate of Independence FL17080 R2 COI FOLDING SHUTTER CORP. TITAN II FOLDING ` ` R" IMPACT PROT.SYSTEM CERTIFICATION OF INDEPENDENCE 17 s g 0725.0 O.PDF , J �.x� S l 4!" l'.44 X71 Referenced Standard and Yearof i ( Standard) Standard Year .-....:. :, ?ct.:„,-,,ems http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aBQpHpQQe6r1 Z%2fIcUcN... 12/13/2017 Florida Building Code Online Page 2 of 2 TAS 201, 202, 203 1994 a t ti� � •�. r a�r^ ; � i x4 z Equivalence of Product Standards Certified By rl, Sections from the Code V Product Approval Method Method 1 Option D �3 f ! x ,1 Date Submitted 08/17/2017 �X ` * , z, As Date Validated 08/18/2017 — Date Pending FBC Approval 08/23/2017 yam+ arc Date Approved 10/10/2017 x rr Wf 5 �. ; 't ; :i Summary offProducts .' __.; f . GENERAL NOTES: 1.TITAN II FOLDING IMPACT PROTECTIVE SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.G.) HAS BEEN VERIFIED FOR (C)TO EXISTING WOOD FRAME BUILDING: 0=0.46 MN. COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION)OF THE FLORIDA-BUILDING CODE.'THIS FOLDING IMPACT PROTECTIVE SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(HVHZ)AND OUT OF THEM(NHVHZ). - 1/4"o TAPCON W/ADVANCED THREADFORM TECHNOLOGY, OR 1/4'0 CRETE-FLEX,AS MANUFACTURED BY 11W/BUI DEX. INC&ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, OR 1P 14 NDS WOOD SCREWS OR 1/4'0 NOS.LAG SCREWS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTIONS 1620 (HVHZ) & 1609 (NI-MTZ)OF THE ABOVE MENTIONED CODE. FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THIS PRODUCT TO BE INSTALLED FOR A DIRECTIONALITY FACTOR IgElla. Kd=0.85, USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM A.S.D. DESIGN PRESSURE'RATING INDICATED ON SHEET 13. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESING WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST C.1) MINIMUM THREADED PENETRATION OF 1/4'0 TAPCON OR 1/4"0 CRETE-FLEX OR#14 NDS WOOD SCREWS OR REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX. (0.5.0.) 1/4'0'NDS LAG SCREWS INTO THE WOOD FRAME UNIT SHALL BE I 1/2"FOR Cl THRU C4 AND C6 THRU CB DESIGN PRESSURE RATINGS INDICATED ON SHEET 13. CONNECTION TYPE,AND 2'FOR CS,OR AS INDICATED ON WORD SECTIONS ON SHEETS 10 THRU 12. NO THREADED PENETRATION INTO WALL FINISH SHALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION. IN ORDER TO VERIFY THAT COMPONENTS&ANCHORS ON THIS FLED.,AS TESTED,WERE NOT OVERSTRESSED,A 33 5 INCREASE IN C.2) MINIMUM EDGE DISTANCE OF 1 4 0 / / ALLOWABLE STRESS FOR WIND LOADS WAS LIDI USED IN THEIR ANALYSIS.A DURATION FACTOR CD m 1.60 WAS USED FOR VERIFICATION / TAPCON OR 1 4'0 CRETE-FLEX OR #14.NDS WOOD SCREWS OR 1 4'0 NDS OF FASTENERS IN WOOD. LAG SCREWS INTO WOOD SHALL BE AS SHOWN ON SHEETS 10 THRU 12. FOLDING IMPACT PROTECTIVE SYSTEM ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH C.3) IN CASE THAT PRECASTSTONE,PRECAST CONCRETE OR BRICK PANELS,VENEER DR PAVERS BE FOUND ON THE EXISTING SECTIONS 1626& 1609.1.2 OF THE ABOVE MENTIONED.CODE AS PER TESTING PERFORMED AT HURRICANE ENGINEERING TESTING, INC. WALL ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN SUBSTRATE BEHIND SUCH PANELS. (H.E.T.I.), HURRICANE TESTING LABORATORY(H.T.L.)&AMERICAN TESTING LAB OF SOUTH FLORIDA AS PER PROTOCOLS TAS-201, MINIMUM THREADED PENETRATION SHALL BE'AS INDICATED ON NOTE C.1 ABOVE. TAS-202 ANDCODE.23AND AS PER SUBMITTED STRUCTURAL CALCULATIONS,.PERFORMED AS PER SECTION 1616& 1604 OF THE FLORIDA BUILDING (D) TO EXISTING STEEL STRUCTURE:MIN. 12 GAGE, FY-,33 K51 (MIN.)MATERIAL. 2. STAINLESS STEEL SHEET METAL SCREWS USED AT SLATS O&®SHALL BE# 10 x 3",410-ER MINIMUM SERIES W/ 173.6 ksi WELD -1/4"0 TRV BUILDEX TEK SCREWS,W/FULL THREAD PENETRATION. STRENGTH & 187.4 ksi TENSILE STRENGTH.SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATING,AS MANUFACTURED BY WHITFORD Co, BOX 507.WEST CHESTER PA. 19361. WIEST ' • 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEET 2.MINIMUM YIELD STRENGTH D.1) MINIMUM EDGE DISTANCE OF TN!BUILDER TEK SCREW 1". FOR 6063-T6 ALLOY AT SLATS SHALL BE Fy-25.9 ksi. 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 SERIES W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH OR 7,ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR CORROSION RESISTANT COATED CARBON STEEL TTW/BUILDEREN TSCREWS AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION MANUFACTURER. 2411.3.3.4.ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE PRODUCT IS TO'BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM WELD STRENGTH. WOOD FRAME BUILDINGS, • 9. EACH UNR.MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE:DURING PERIODS OF HURRICANE 6.ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL CENTERPIECES AND ENGAGE OR LOCK ALL LOCKS. (A) TO EXISTING POURED CONCRETE: 70,PRODUCT MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT PRODUCT IN ACCORDANCE - 1/4'0 TAPCON W/ADVANCED THREADFORM TECHNOLOGY.AS MANUFACTURED BY I.T.W. BUILDER, INC.TO MIN. Pc=3192 psi. WITH SECTION 1709.9.3 OF'THE FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. • - 1/4'0 x 3/4"SOLID SET•AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS TO MIN..I'c=3000 psi. LABEUNG TO COMPLY WITH'SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS TO MIN.i'c=3350 psi. 11. FOLDING IMPACT PROTECTIVE.SYSTEM'S INSTALLATION.SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING.PLUS ANY NOTES. BUILDING AND ZONING REGULATORS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPUED TO. A.1) MINIMUM EMBEDMENT OF 1/4'0 TAPCON ANCHORS OR 1/4' 0 CRETE-FLEX INTO CONCRETE IS 13/4'. 12. (A) THIS.PRODUCT EVALUATION DOCUMENT(P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE MINIMUM EDGE DISTANCE(ED.)SHALL BE AS PER SHEET 13. INFORMATION FOR A SITE SPECIFIC PROJECT; I.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. A.2) 3/4'SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED(7/8') INTO THE POURED CONCRETE. (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,.PURCHASE AND INSTALLATION.INCLUDING UFE.SAFETY OF THIS NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 S.S SCREWS USED SHALL BE 1 1/2' PRODUCT BASED ON THIS PRODUCT EVALUATION DOCUMENT PROVIDED HE/SHE DOES NOT DEVIATE FROM THE LONG MINIMUM SHOULD STUCCO EXIST. CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING (C) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED'INVALID IF MODIFIED. WALL FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. D SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL ANCHORAGE SHALL BE P5 INDICATED ON NOTES Al &0.2 ABOVE. O BECOME THE ENGINEER OF RECORD(E.O.R.) FOR.THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90. ' USE OF THE•P.ED.ENGINEER OF RECORD,ACTING AS.DELEGATED ENGINEER TO THE P.E.D. ENGINEER,SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. - 1/4'0 TAPCON WI ADVANCED THREADFORM TECHNOLOGY,AS MANUFACTURED BY I.T.W. BUILDER, INC. - (E) THIS P.ED.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT - 1/4'0 x 3/4"SOLID SET,AS DISTRIBUTED BY ALL POINT SOLID SET ANCHORS. PREPARED R. - 1/4'0 CRETE-FLEX,AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. » I,ACAYeA,I,,,,>"�., THIS DRAWING SHALL ONLY BE USED TO OBTAIN 8.1) MINIMUM EMBEDMENT OF 1/4"0 TAPCON ANCHORS OR 1/4'0 CRETE-FLEX INTO CONCRETE BLOCK UNIT IS 1 1/4'. tF1FLFw\•`�fx k 7/Li--._ PERMITS IN THE STATE OF FLORIDA MINIMUM EDGE DISTANCE(E.G.)SHALL BE.AS PER SHEET 13. V1�Y'. r� I,1 ,p ✓ - B.2)3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED (7/B') INTO THE CONCRETE BLOCK UNIT. NO J?`A1 .'1• CE,xsc,,..•,� FLORIDA BUILDING CODE (High &Non High Velocity Hurricane Zone) EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S SCREWS USED SHALL BE 1 1/2'LONG ,90 4187 QS 2017 TILTECS INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM MINIMUM SHOULD STUCCO EXIST AND 1"MINIMUM FOR WALLS WITH NO STUCCO. : . SMWN BY. 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, 07/'Sc/I7 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE +9 :J/Q `j IL. E C O ENC. FOLDING SHUTTER CORP. WE SHALL BE AS INDICATED ON NOTES B.1 &3.2 ABOVE. 1_0 +4 Ie TIWT TESTING d ENGINEERING COMPANY 7089 OEMSTWST PLOOC • ��1.1 5355 KN.U.A.SI 325.Wan%WIDER:R 33165 NWT PAW BOTH.FL 31413 17-OB•z Prom:00571.0555.r..:(a55)5n-1551 PH:.1800-843-8371 "T...... --••Q"A � 4-9999.tib eoesel.com ec1.JcI01n0.Au9en.com 064040 He ' /Y/'1 LLL WALTER A TILUI Jr.-FE. 1 d 0.mm Dcc ---.4 'P.E.SME/SIEt1ANRE/GATE FLORIDA Lim i.44187 an 1501. 53/55/11 33 SHEET I or 13 J.... 2911" .7.860. 5660' L .I 1�5.900' Q 44,10 k Ilr4 y 1.956' '� O • 1.555' I,+J.• OM' , 9.ii% ,y.062. L :A f7 - r� .063' 1 63-T6: r ® SLAT WINDOW ©L-END ©1` ' -ND 2.730-___I5Ql XT_RIOR CENTERPIEC (TO BE USED •-ALL INSTALL477ONS, 6063-T6 ALLOY 6063-T5 ALLOY - • • -T5 ALL• MAY INCLUDE PERFORATIONS AS PER (TO BE USED ONLY FOR INSTALLATIONS ® INTERIOR CENTERPIECE •••• •ALLOY DETAIL ON SHEET 3) JO FEET OR HIGHER ABOVE GRADE MEASURED AT BOTTOM'OF OPENING 6065-T6 ALLOY - SEE COMPONENTS 20, 21 &22 ON 01' SHEET.3.) °'0'6'7' •713• 2192' 2696' 1.961' 399' 2.916' ].01x' 4 .uo• ,^�. aen•� b S 1.997• .061' • .1x0' .WI .130 .00• 2 • 1 is IIB' _ 3 1-7 �.1..• 8 Joe _ 3..°sx'• �, S ry .099' .ash' - 2 .095• ,.09 G S � I I `; .OSI' , h .661' .067' 1 /' i.60°• 27x5' x.av'- 9.719• 675 . .gam z7ra © WALL HEADER ��1��rr2" ` 'Y B'0' ® CEILING HEADER © BOTTOM SILL. TRACK 6063-T5 ALLOY S.LU�HEAD TRACK 6063-TS ALLOY 6063-T6 ALLOY ® BOTTOM TRACK ADAPTER 6063-T6 ALLOY 6063-T6 ALLOY .300'h 2.696' - --t2 •090 COMPONENT a b Al t2 II6x a 13 2" 5" MAX. 0.125" 0.125" JJza H .999• ,Aso �- A ^ .06I• I ,6 2" 4" MAX. 0.25" G.25" .069' 1 I -1 . O - 1© 1" 2" MAX. 0.062' 0.052' 13,' 4.446' �1 ALT. BOTTOM TRACK ADAPTER 02 �3 BOTTOM RAIN GUARD GsANGLE'S ALUMINUM ® RAIN HOOD 6063-T5 ALLOY 6063-T6 ALLOY 6063-T6 ALLOY 6063-T6.ALLOY -1.1.10' _ CQMPONEN TS i3 I . .300' I I- - 11;11'4 t'kii7 = 1- . :l .p 1 '�" FLORIDA BUILDING CODE(High & Non High Velocity Hurricane Zone) I • .062'- .N 111��P .,•G ENS' C/p y ( `1` �" '•.y DD 2017 mTEca INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM ° Er* msr I \ 2ILL OD 3/8"0-1 6 ACETAL zo99- Z d O tea o.` FORP.: g Tg, .) T LLJ&!&4 INEERINO COMPANY OR POST = 7°1 �� 0 "' MgMA 04®pg R u,66�'.• li;;•(. ',� EN-000 71:(04tb7,_,9, PN:18°°_6{3-8971 6063-T6ALLOY 6063-T6 ALLOY ,ORir•. C� LA 8-m09:00060 oLeom •.v r0lmn9.nuHen.cam DIGAINO Na '.IN. 28 i 2"LONG = S '•"• WALTER A 71LLIT Jr.P.E. 0161 WC 9eav9a DM 1591E AtV5�SYDATE FLORIDA Liu 8 44187 • m,6.9,1 WW1" 4J SHEET 2.OF 13 y '2"MAX. '2"MAX. z'n 10113. a°,d•'1• R.a ___24"MIN. CLEAR SEPARATION o� . �{'''m'^ r.i BETWEEN SLATS WINDOWS r-- r1. aM` Nh A71. z °i° 82 g=.•oo00000000• •0000000000 a_ Ir00000000000• 11_7. o o(( .00000000000—�� .0 0000.000000• 2z •0000000000 a 2 oZ r y 5N a� . • iii _ 24"MIN. CLEAR SEPARATIONx N O g BETWEEN SLATS NEWINC WINDOWS r., ill nun. q . 4F- 1111 I! _1 . . • . 0 - C) Q 6T-® D -1® r r (n ass-- ® T i n I N aoa-- R2 r� „. (4 ,. ti c k i`+ As i ,.g. -fir lwa Q rti �� T ii 1IOT, o U• m o mz. __ r'11` .V Z v o iI� \ 1; -=t�/•� II.... - J.9�N oti i° ,J a z. oa- r. ® v2 �`Cm"� symyy"n IITI ' 9!! ! a2 a $ R v i ti g 1. g m G O n Z o z o� N O , g€.. y 9 = 0P0 0 000 0 11 000000 0 D 0 `11 m .°1 a ~ kPa - Hi u ° .z e u a o o 2 "� o IV x N4 A < ° x - p \ • 2 s = a g e, 3 r. .r• s eg . z.. Q•V 1 _- oN„ a So' V O N • • O>©>0>O>cD>00>O>e>ti> -CD, 0, ®, ®+ 13 0or 3®W/ 03 ,16 , 17 OR 19 �I OR\:. O (2) Ci_ ES tn a z USE (2)@ AT 30" 1 rj • NOTES ON I1& LOCKING TUBES OB AT 4O&0. CI.O O.C. FOR SPANS , I1 0, X J UP TO 99" n _ 1 - I. TWO (2)O6 SHALL. ALWAYS BE USED AT PRODUCT'S MIDSPAN SPACED X-, \ I+ `� USE(3) AT 30"O.C. AT 3D" O.C. FOR SPANS UP TO 99", USE THREE (3) FOR LARGER w Ilr ® SPANS SPACED AT 30" O.C. AT MIDSPAN. COMPONENT MAY BE o FOR SPANS LARGER uu e, THAN 99"UP TO 144' INSTALLED INTERIOR OR EXTERIOR SCREWED TO TAPPED ENTERPIECES ®OR Q. LOCATION OF©SHALL BE AS SHOWN ON TYPICAL ELEVATION. N d\a ` a� 2. (2) LOCKING TUBES sHAOR�ALWAYS BE USED TOP& BOTTOM AT *" 1- ® �2i SHALL BE SECURED PRODUCTS EWS LEVERS AS SHOWN AT ALL AONS EET LOCKING TUBES OR A T ®SEE LIMITATIONS FOR ON SHEET 2 Ir�- ��� _ ' t II _ 1 1 T -tttis � II �EE END CONNECTION DETAILS ON SHEET B TYP. FULL HEIGHT.FOR ..--..„�l CONCRETE, CONCRETE BLOCK OR Q,. v+ 7 "}' 13 , 7 '+' 0 +®+ 13t , WOOD INSTALLATIONS. 9 O+ 10 O+ 10 O O 9 O + 13 O , 9 O+ 11 UNLIMITED WIDT TYPICAL ELEVATION 46 N. T. S. 4 NOTE: SEE SECTIONS 1 THRU .3 ON SHEET 5. SEE SECTIONS 4 THRU 6 ON SHEET 6. ogti3O”1/i/„s,. SEE SECTIONS 7, 7A & 7B ON SHEET 7. 51f .�A.Tit, „ SEE SECTIONS 1W & 2W ON SHEET 10. l';'''''.\-... f 'SEE SECTIONS 4W, 4AW & 7W ON SHEET 11. ••• N�' ''%�SEE SECTIONS 7AW, 76W, BW & 14W ON SHEET 12. �' SP'' T' FLORIDA BUILDING CODE (High &Nan High Velocity Hurricane Zone) N0.44167 02017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAM BY' � Z .� 01/70/17 't p• / 11 E C O��c.\ FOLDING.SHUTTER CORP, DATE O,:"•. .i. 1 TILIJT TESTING&ENGINEERING COMPANY 7089 NOLD10EET PLACE .. �I exla N�.OeU.el,:,wx.S Wcaru cNmis,n]alec wEST PALM GEttH.FL 37113 17-082 `_ec1 ... ,q,, .,Naem t-te+e. ,GW)n,-tvt PM:1600-043-6371 /Ol wA''rpt"� t e ti�080 91.cem tew.falerngehutterr cern DPA10N0 NO ER-M k'1`!l t, WALTER A TI WT Jr.P.E. G'.No 00t Mama art P:E:"9W1/.SJOHRt1JRE/DATE FLORIDA Lie.4 44167 301,014 m/m/O my SHEET 4 OF 13 Cl,0 S 133/15 ,4a)tn LalhO k'011 YOlaol! 3150/3a1LLVN0 5 3'd uvr- rxtmm .e W.w ssM "iwdoe m w '3'd',r LIT*1,MOM Z 133HS NO®tl04 SNOI1tlLNll 33S j • 0119000-83. �" •'14, 'aN ONWVNO 0.0ow1yryu001510r... •10000x0119:9cw-o 1 Y -- 1cL9-C99O81:Hd. rar-r<a�ac7r.,•oar-rsx(ao>r r,>I �'O,�Ca� N0.0 - - Z80-Ll 99.11'LOOM MmxINNAS' `IS'Vie my cl9cc v•le>r3a'm5a 1s3M /� 3IV1d 13311/535 680/ ANVd9100 55153300153 0 ONI1531 111111 , -)�••%••• '••/•.%.1,51,---.. 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I .4'','/ POP RNEIS \/ ti�i_ 0 til- E F~ 1�� • (�� or 3• F�� `•r /OR 1/{'xJ/1' or ', /rose• 13o.C.� WALL FACE or 1A t H'_ 1' — — W 0—pit\J END CONDITION / \y I'IJv '1—`,-1 i!�1 a 90.0' .� \ 90.8• \ \^ 90.5 / 90.0' - �s ' ?. 3/16'POP RIVETS OR 4 SHR//W N �� �y 1/4"o 3/4'TENS D (LEVERS INTERIOROR( 1B D.C. 4 =� EXTERIOR OR bRISH) NOTE 1) (2)0 O 30.O.C.0 (2)C 0 3D•0.C.0 MIDEPAN FOR UP TO 90' D.C.'SPUT FOR 0 JO' O.C.0 WDSP FOO UP / ��, O.C.0&(3) FOR UP TO 59' SPAN k.(J) O 3O' TO 14{'SPAN(THUMB — J HORIZONTAL SECTION 20 TO INC SPAN(NUMB 18 5CREW SLAT BE INSTALLEI 0 HORIZONTAL SECTION SCREW SLAY BE INSTALLED • L LEVERS ExTER10R INTERIOR OR EXTERIOR) (LEVERS INTERIOR /16'POP RIVETS PATCHIER OR EXTERIOR) ( ) OR FOI ERIOR) I OR 1/513/1' \ 2.42.81/8"'CONT. TENS 0 1D'O.C. 1 1*MAY VARY AT LAST SLAT AT TRAPPED INSTALLATIONS I �T'' OR 5 6063-T0 ALLOY ANGLE 'j '1111' f TAPCON/CRETE-FTEX 1j' 0 I 0 OR� \0 t SEE UMITAT1OIS FOR 1 ON SHEET 2 ANCHORS 0 18'O.C.TO SHO�'�,�IVI TAPCON/CRETE-RE% �I SHOWFJ / O E%ISTNG STRUCTURE I •I ANCHORSCOSTING(STRUCTURE \� ERIMINO.STRUCTURE y BUILD—OUT 1/3 1 \ 2x2'.1/8'CONT. /// G la/moi END CONDITION ION. 6083-T6 ALLOT ANGLE 3/18'POP WETS CO.■ER. OR I/O'.3/4'TEKS OR EXISTING STRUCTURE END LOCK ANG 10'NUTS 0 3/4'BODS W/ END LOCK ANGLE NUTS 0 12'O.C. NOTE 1 HORIZONTAL SECTION HORIZONTAL SECTION 2',3.I/8'6003-Te 24111103/41' A'.3/4'TEK ONE LOCKING TUBE, PART I�, SHALL BE INSERTED INTO THE TOP AND BOTTOM OF EACH EXTERIOR OR 'CONT.AI.UMwuu DENT ANGLE SCREWS ATTACNm TO ONE INTERIOR CENTERPIECE®OR 5 , INSERTED INTO THE BOTTOM OF EACH ALUMINUM LOCKING TUBE 03•. A (2)0 0 30'o.C,o CENTERPIECE 0 8'D.C.' SOLID THERMOPLASTIC TIP MU BE INSTALLED. THE TOP 1.100' OF THE TIP SHALL BE SQUARE, MISPRU. 13 UP 70 30' SPAN IO(3) O 30' 0.357"x0.357" AND IT SHALL BE FULLY INSERTED INTO THE ALUMINUM LOCKING TUBE ®AND SECURED o.T,0 4SPN-roR MP TOE 144'SPAN(THUMB / INTO IT WITH A 0.120" o.d. HOLLOW PIN. THE BOTTOM 1.100" OF THE TIP SHALL BE 0.363" DIAMETER WITH SCREW SLAT DE INSTALLED INTERIOR OR EXTERIOR) �• A 0.200' LONG BEVEL TOWARD THE END AND A FLAT TIP. BETWEEN THE SQUARE TOP AND ROUND BOTTOM 44. OF THE TIP A SQUARE, 0.475"x0.475"x0.085" THICK COLLAR MUST BE INSTALLED. AT THE TOP OF THE 1c5 ��, ©OR H0vg ALUMINUM LOCKING TUBE ©, A 2—PIECE, THERMOPLASTIC LATCHING MECHANISM MUST BE INSTALLED. ONE •L • vr'L (1)PIECE, 1.375" LONG, WITH A 0.366"x0.366"x0.63On LONG END SHALL BE INSERTED AND DIMPLE CRIMPED _171 —::0- INTO THE TOP OF THE ALUMINUM LOCKING TUBE ®. THE TOP OF THE PIECE MUST INCLUDE A 0.684" �,I�.i�,-. (LEVERS INTERIOR DEEP BY 0.188" WIDE CHANNEL TO RECEIVE THE THERMOPLASTIC COMPRESSION LATCHING LEVER. '3 (LEVE.ENTCTIOR) Soo SOLID THERMOPLASTIC TIP INSTALLED AT 08 SHALL BE ENGAGED INTO 3/8'0 HOLES DRILLED ON THE OUTER (0/x.) HORIZONTAL FLANGE OF TOP/BOTTOM TRACKS. (LREINTERIOREXTERIOR0 OR 5 SHO 4,:,,,,,-0,,,,,.., Fr,,,-0, ,,.. ALTERNATE LOCKING SLAT CORNER LOCKING DETAIL HORIZONTAL SECTION .• E�A. Tl'l�r' .1' ��' \CEN ✓s' FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) END INSTALLATION DETAILS INTO CONCRETE, dc' ., ®2017 TILTECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRRO 051 0.441 FOLDING SHUTTER CORP. DT"D/17' CONCRETE BLOCK & WOOD (AS APPLICABLE) �:. �p i0. E C®G CO DATE ‘...7.13....0"..e7:.... p . .t TIWT TESTING&ENGINEERING COMPANY 7085 KUTNE. PLACE 4155 nr"56A.ST.SI..SOS:MR9NA WOWS,T.35145 1YEST PAW BEACH,Fl.33413 ND •0°'3071-133° (50» 1-1551 PRO180D-6{5-6371 17-082 O�:....e..0..R. �: •� � o- oil:1111ee0CeoLean w1..folElnothuHen.mm DRAWMG No S; 3 ,1' ED-0006710 " 1J ••••yy,�@@����, WALTER A.'SLUT Jr.P.E. IV.Po '.?. #At iAt SA4 FLORIDA LSO.0 44197 00 Io-au or/mAn .31 MT. SHEET 9 OF 13 EE � ! E B °" _ |' \.i ?k ) R / . \ _ / . ) _ g / " ^� ( - / { § ©�~ m 1. | ® | �•� zCL ) z� \ / . @IMI : iIIll-§ glop •. 2 / _ u /V ti 8 &\b § 2� ■ c73 Z !;§ § `EF o\ | g / A/ 4 . i2 « .;.„ F. / § a / o� 2| {u @ la /� o ) /� y [ ® + r� f ; �E)| / / � I-- -c. 14. � .r �15\ 26 a B 5\ � 22 | \ ° \ r® §! �{ ° . . D Q La mi,� y• k • \ @EMI . 's., on.« " \ \ . « \ 1- -1 ® ` 0 0 3 LI :0 U a_ /\ I- m 2 < /g �\SI 'li,L q � C- �� � & � R � } R g �� gli D17.7 U A. IN c ` m /n \ /| /% K§ I- \1 •c �\ �■ \ g! /; 2� - I § /� o | 0 as - Z 0 0 • WALL FINISH / OPTIONAL RAIN HOOD (NON-STRUCTURAL) WALL FINISH �r ^ 0.060'THICK S.S. LONGJNYLON BUSHINGS 1/2-0 /2 0T P ,4' /— CONNECnDr4 02 �1 ROLLER HOUSING AND 1'LONG(Typ,BOTTOM),EXCEPT rr C� AT ROLLER HOUSING(TYP.) W II II».t / 0.060'THICK S.S.ROLLER HOUSING ar IJ —�_ OPTIONAL RAIN HOOD \ (ROLLERS I� u ~ • ' (Now—STRUCTURAL) 0.855'4(TSP.) _ 2.44'CONT.WOOD • HEM- /10 a J'S.S.534.5.W/ J/16'ALUM.POP 0.373'LONG NYLON I I RNEfS,m 16'O.C. �Y ` ' p '(�—__ BUSHING W/A 0.150. -CONE. 8 .. `— _ LONG TOP SECTION 0.500' 0,16]10.270' . , ' O.D,AND 0.245'I.d.AND UOL1A3AFFA8 v' 6..0 Li 0.223•LONG BOTTOM V or X14„ Q I.? • y SECTION 0.320'0.0.AND STRIPPINGSTNEA. -L (0 t •r-tttttt Yi 0.246'i.d. SIDE(TAP.) `C� '� r I 3/16'ALUM.POP �_ ( ) Di B RNEfS,0 O.C. IA _- u5 I .W 2'ad'CONI.WOOD I• L MIN.SEPARATION O MIN.SEPARATION I TO CLASS ril lip I TO CLASS (SEE SCHEDULE Q OTHEADER REO'D. —(SEE SCHEDULE �orON SHEET 1'3) T1ON SHEET IJ) �F'],tIx 214'LOM.W000 I I �.'7 �PLATE REO'D,\ I II /, A ��� PII. flip:—_ �/ V . WALL FACE MOUNTING INSTALLATION o:;j:i'����� r— 1.3 SECTION 2W (TOP) 7i yl l 1 1'' 'Ili '!,'1 11 1 CD I;1, :h. 11. '.1WALL FINISH WALL FACE MOUNTING INSTALLATION SECTION 1W INSTALLATIONS DETAILS INTO WOOD A. kik.. CR = V ,.•'���'EM�Q O., ✓�y FLORIDA BUILDING CODE (High & Non High Velocity Hurricane Zone) T SEE LIMITATIONS FOR(3 ON SHEEP 2 ,; i CD 20/7 GLIECO INC. TITAN II FOLDING IMPACT PROTECTIVE SYSTEM oRAAN En' No.44167 ILL NOTES' ', NOTE FOR COMBINATION OF SECTIONS: qq 07/207 1- FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO :-p; L ��lrf.�lat. \ FOLDING SHUTTER CORP. DATE BE HAVE A MIN. SPECIFIC DENSITY OF 0.46 OR EQUAL 1- MOUNTING SECTIONS CAN BE COMBINED .p • TILUT TESTING&ENGINEERING COMPANY 7048 HdSR+EET PLACE IN ANY WAY TO SUR ANY INSTALLATION. ,l w />•444Q VW N.W.JeIA sl.SW,JOS,WxuHW GROOM FL MI6. WEST PAW BEACH,FL 33413 17-082 • • ORI °A"(305)2F/1-1330.r...am i-1N,com PH: vnr.rsw°dL�igsl°il4,R�en om DRAINING He �Y "..c.,..\44',/` EB-0006719 ,�V�/�/,((�'CN7r'' WALTER A.nun.Jr.P.C. COMMONm,-'. PAN m mom,a OM "-...E..........S(ONATURE/DATE FLORIDA LR.8 44167 r mM/i4 SHEET 10 OF 13 4. • • 1/4'0 x 3/4'TEES SCREW OR 1/4'x 3/4' .BOLTS W/NUTS&WASHER 0 6'O.C. I. 4'z0'(MIA.)DOMING WOOD BEAM / / ` & REQUIRED.STRUCTURAL.BERNADEQUACY BE OF UIREO. WUCT REAM TO BE / / l/ I CERTIFIED BY REGISTERED •\ ,.WALL FINISH 0.060'THICK S.S. t SEE LIMITATIONS FOR®ON SHEET 2 ENGINEERPROOR ARCHITECT PRIOR / ROLLER HOUSING TO PRODUCT INSTALLATION. / E0�/CEO /' 2'.4'CONT.. 04 / WOOD HEADER '` OPTIONAL RAIN HOOD NOTE FOR COMBINATION OF SECTIONS: / /i S / / REVD. / I / EQ. ES. (NON-STRUCTURAL) • / // • ,, / - `. /I� 1- MOUNTING SECTIONS CAN BE COMBINED i /10x3"S.S.S.M.S.GS 1/2'0 x3/4' CONNECTION CS / /LONG NYLON BUSHINGS(Typ.TOP) IN ANY WAY TO SUIT ANY INSTALLATION. ' /�/ 1,,,_7ra� - AND t'LONG(Typ.BOTTOM),EXCEPT /• /Y./ AT ROLLER HOUSING(TYP.) , N o „ -- TES It° I ND D� -z LJ If �I (2)NyION � —o .i 1- FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO •/II, (NON-STRUCTURAL) /, / OPTIONAL RNR HOOD -$ __ - — (NO RAL) ROLLER$ BE HAVE A MIN.SPECIFIC DENSITY OF 0.46 OR EQUAL ,.._-_-_- t:', BSg'0 . �_, 'II H11l 1iiiMili 0 ,113 f*"1 I; I 3/16'ALUM. I I I4�L�iJ•I,: L.__j__L I 1.1-----'-i.. - 0 POP RIVETS, /10 x•3'S.S.S.M.S.W/0.373•LONG NYLON ALTERNATE LEG T O 1B'O.C. BUSHING W/A 0.150'LONG TOP SECTION -I J/16'ALUM. LOUTION ONT. { 0.500'0.0.AND 0.245'Id.AND 0.223'LONG I pi POP RIVETS BOTTOM SECTION'0.320'O.D.AND 0.245'Id. (SEE NOTE•) 0.16310.270•x0.030• F O 16'O.C. ULTRAFAB WEATHER 7 i (TYR•) MIN.SEPARATION I STRIPPING FA.SIDE 1 1. TO GLASS( .) I (SEE SCHEDULE O Of ""t H ,1//\ ON SHEET UJ) �( C�; • )4. I MM.SEPARATION I 1 Of t 7 --1---k/t\ MIN.SEPARATION I TO GLASS I I TO CUSS I I IT (SEE H ETD13) ^ N (SEE SCHEDULE _ ON SHEET 13) I '�TJOf a p \ x�-§, ON SHEET 13) n 0 or @ t ®t A 3 ALTERNATE 3/16'ALUM '{} ALTERNATE LEG I O or® t POP RIVETS 0 5'O.C. + _ r LOCATION j OPTIONAL RAIN GUARD 111111 I ALTERNATE LOCATIONG AT REAR. •i r r-�� j-'I"` _ y(` (SEE NOTE•) _ (NON-STRUCTURAL) (SEE NOTE•) i` ly II I 8 --1;'-----11117-'1. -LL I J7-i. _ ( I ;/1 - I. -� I R ALTERNATE 3/16'ALUM. f "� "`—� I0` m .^/F[ T " 1. ! POP RIVETS®5'O.C. I _..I r- I f {t I n s I' Y I I I L�,.' I ; 1.3. AT REAR. I ,/I� • I II-�-II I--1 2'x4'CONT. 4=__$_ i I ^ .� eO ^ / Il:� . . a'2 li �PI;I� WOOD PLATE o � • REVD.; j - II :111w "I :ISI;" ,gJ O z 3/16'ALUM.POP RIVETS I I •0 ?Z v- I �z ®10'S.C.eorH SIDES '� �� II��iiiSil,l 1 1 = /r \MTT�1x Txtir .E(t - I� 3/16'ALUM.POP RIVETS w i\\ %%%%%%%% I I w / �i L. 0 10'O.C.BOTH SIDES L EQ. EQ. /. E■e.ale .)�•EO E0. f 1 1 2'x6'MIN.WOOD �� 'LI.' T� u 1 -‘\I1 DECK REQUIRED \� / 2'x4'CONT. / I'T l •I , 1 I III 1/x'0 x J/4'TENS SCREW (NO FINISH AVOWED) 'b' t 11 II / WOOD PLATE >>� 1 1/4'0 x 3/4'TEKS SCREW i!1 I OR 1/4'x 3/4'BOLTS X.NUTS �' II REO'D. &g B"WASHER 0 6.'O.C. '1 ,.I !1 . ' II: - W/5/B'WASHER OR 11 i1� 11 1 1 I / CONNECTION CO ( I 1/4'x J/a'BOLTS W/NUTS& 11 `,', CONNECTION C4 11'1 j' ; 5/e'WASHER 0 4'O.C. • I I 1. Il /II II1I ,�, 2'MIN.E.O. 2'MIN,E.D. j •} `\\ CONNECTION CO I. 4 II tt , WALL FINISH �,, I I!11'111 I ' ,—WALL•FlNISH • BUILD—OUT FACE MOUNTING INSTALLATION TRAPPED MOUNTING INSTALLATION BUILD—OUT FACE MOUNTING INSTALLATION SECTION 4AWei OM SECTION 7W SECTION 4W ��.' �r (p.. . A'v',� \(`,EN A� . FLORIDA BUILDING CODE (High & Nan High Velocity Hurricane Zone) NOTE• :ALTERNATE LEG LOCATION AND ANCHORAGE TO WALL SHOWN DOTTED "V' ` ®2017 mTECO INC. 0.x4167 TITAN II FOLDING IMPACT PROTECTIVE SYSTEM DRAWN DY, 111. INSTALLATIONS .DETAILS INTO WOOD I * a7n/,7 iL G®INE. FOU)ING SHUTTER CORP. WI SCALE : N.T.S. ' `®4. TILT TESTING-&ENGINEERING COMPANY 7069 HO/STREET PULE )7-OBZ •1O''• p/ !„?..(L.' MN MG Ee1A E4 Sw.Sol`ATMA GROCNS,n GSM WI ST.PAUA BEACH,FL 33413 An•••.,•OR1 A'..��I' Pm,,.1(C E?^Er1_LSb. ,(ENN)1-w1 PA 1300-s43-0771 5 ... ....•• N., 1 - cit: 0506000l.c m 1m.YeldingehutteAl.ccm DRAWING No EB-0006719 ON WALTER A.TLLR Jr.P.E. 0.N.Pl/ot,.al n1RE/DATE FLORIDA U./44167 ' ON 15-.14 m/20/17 a� SHEET 11 OF 13 Cl 40 Z1 133115 r .iwo L9117 i.•IO VOIHOlf 311'0/3tlt S� M•- UN 11...a.w .w. u,. •' 3000. 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Q 1031:1•11, • 0 1�t ,0 1f1N HLM SA•S'S .I,lI '3'0.S 0 513117'404 Ix.OL-0Y/l NO maws l l �9nitl.91/C 3191183119 {i'i' x31.1.0.9/l IR yy I. i. 1I r.l� 1' I � d. I (19Nn13fNis-NON) pp� 0tl8n0 99 19110040 13 13 F 1®JO 1gg�- L_ull �I ([{133X5 NO z NN C->''' 1�� '' [ (Cl 133X5 NO i•fc 319031193330) sono 0l '9 II a `310031135 33S) g 1���/—J�O- NOLLY7tld35'1119 �g I AlNOIWNVd3S 111111 I - � /\ I i1L f 4 • MAXIMUM WIND PR $SURE (TDs.f.l CONNECTION CAP•C i SCHE•ULE CONNECTION CAPACITY SCHEDULE e • ND CORRESPONDING MAXIMUM (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/Fr) (MAX. ALLOWABLE REACTION TOP & BOTTOM LB/FT) SLATS SPANS SCHEDULE. FOR MIN. EDGE DISTANCES SHOWN ON ANCHOR SCHEDULE FOR CONCRETE & CONCRETE BLOCK FOR SHORTER E.D. (2" FOR A, 2 1/2" FOR B & 2 1/4" FOR C ANCHORS) M•5UU suis SPANS A THAN MIN. E.D. SHOWN ON ANCHOR SCHEDULE WIND �0O'•" CONCRETE CONCRETE BLOCK STEEL WOOD Mi65VRE POSnNART'To E NEGAINE e CON. ANCHOR ANCHOR TYPE ANCHOR TYPE ANCHOR ANCHOR CONNECTION ANCHOR CONCRETE CONCRETE BLOCK (+/-1 PRESSURE PRESSURE &0010W TYPE SPACING TYPE •' (L+) (L-) TYPE SPACING ANCHOR TYPE ANCHOR TYPE 30 psf 144.0" 144" _ Cl B C A C E 11110 A B C A C ® 60.0" 60" CCP op 425 LB/Fr - 388 LB/FT 157 LB/Fr 134 LB/Fr 256 LB/Fr 39 c FT - - 9 417 LB/FT 388 LB/FT 134 LB/FT 100.0" 100" • - 473 LB/FT 418 LB/FT 236 LB/Fr 202 LB/FT 383 LB/Fr 432 LB/FT Cl 6 461 LB/Fr 418 LB/FT 202 LB/F7 144" 144" 210 Ib/ft 12 387 LB/FT 334 LB/FT 166 LB/Fr 142 LB/F7 271 LB/FT 347 LB/FT 60.0" 60" 100 Ib/f! C2 g 456 LB/Fr - 362 LB/Fr 250 LB/FT 190 LB/FT 318 LB/FT 380 LB/Fi 12 375 LB/FT - 334 LB/FT - 142 LB/FT 40 psf 100.0" 100" 167 lb/ft C2 9 417 LB/FT - 362 LB/FT - 190 LB/FT 144" 144" 240 lb/ft 6 525 LB/Fr - 419 LB/Fr 312 LB/FT 285 LB/Fr 353 LB/FT 443 LB/Fi 6 502 LB/FT - 419 LB/Fi - 285 LB/FT 60.0" 60.0" 115 lb/ft 9 390 LB/FT - 309 LB/Fr 157 LB/Fr '134 LB/Fr 257 LB/FT 329 LB/Fr - 60.0" 80.0" 154 lb/ft C3 6 496 LB/FT - 375 LB/Fr 236 LB/FT 202 LB/FT 298 LB/Fr 405 LB/Fi 9 372 LB/Fr 309 LB/FT 134 LB/FT 46 psf 97.0" 97.0" 187 lb/ft 3 813 LB/FT - 572 LB/FT 326 LB/Fr 304 LB/Fr 418 LB/FT 631 LB/Fi C3 6 469 LB/FT - 375 LB/FT - 202 LB/FT 115.0" 115.0" 221 lb/ft 9 466 LB/Fr - 370 LB/Fr 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 lb/ft C4 6 592 LB/FT - 448 LB/FT 236 LB/FT 202. LB/Fr 357 LB/FT 483 LB/FT 9 445 LB/FT - 370 LB/Fr - 134 LB/FT 60.0" 60.0" 125 lb/ftC4 6 561 LB/Fr - 448 LB/Fr - 202 LB/FT 89.0" 89.0" 187 Ib/it 3 972 LB/FT - 682 LB/Fr 389 LB/FT 364 LB/Fr 500 LB/FT 753' LB/FT 3 912 LB/Fr - 682 LB/FT - 364 LB/Fr 50 psf 100.0" 100.0" 208 lb/ft 9 281 LB/Fr - 224 LB/Fr 81 LB/FT 83 LB/FT 143 LB/Fr 103 LB/Fr 9 226 LB/FT - 224 LB/Fr - 83 LB/FT 120.0" 120.0" 250 lb/ft C5 6 421 LB/FT - 334 LB/FT 122 LB/Fr 125 LB/FT 214 LB/FT 155 LB/Fr 144" 140" 300 lb/ft 3 843 LB/Fr - 670 LB/Fr 243 LB/FT 250 LB/Fr 432 LB/Fr 311 LB/FT C5 6 339 LB/Ff - 334 LB/Fr - 125 LB/FT 60.0" 60.0" 138 lb/ft 9 273 LB/Fr 325 LB/FT '215 LB/Fr - - 138 LB/FT 102 LB/Fi 3 681 L8/FT - 670 LB/FT - 250 LB/Fr 81.0' 81.0" 187 lb/ft C6 6 410 LB/Fr 487 LB/FT 323 LB/FT - - 207 LB/FT 153 LB/FT 9 221 LB/FT 251 LB/FT 215 LB/FT - 55 psf 100.0" 100.0" 229 lb/ft 3 822 LB/FT 975 LB/FT 648 LB/Fr - - 414 LB/Fr 307 LB/FT C6 6 332 LB/FT 378 LB/FT 323 LB/Fr - - 120.0" 120.0" 275 lb/ft- 4 269 LB/FT 301 LB/FT 183 LB/FT - - 114 LB/FT '153 LB/FT 3 663 LB/FT 756 LB/FT 646 LB/Fr - - 137" 134" 330 lb/ft _ FT 402 LB/Fr 244 LB/FT - - 152 LB/FT 204 LB/Fr C7 4 232 LB/FT 236 LB/FT 163'LB/Fi - - C7 3 358 LB 60.0" 60.0" 150 lb/ft / 3 310 LB/FT 315 LB/Fr 244 LB/FT - - 80.0" 80.0" 200 Ib/fl 2 - - - - - - 305 LB/Ff 12 388 LB/FT 460 LB/Ff 409 LB/Fr - - 60 psf 100.0" 100.0" 250 lb/ft 12 491 LB/FT 596 LB/FT 409 LB/FT - - 265 LB/FT 168 LB/Fi C8 8 582 LB/FT 691 LB/FT 614 LB/FT 115.0' 115.0" 288 lb/ft C8 8 736 LB/FT 894 LB/FT 614 LB/FT - - 397 LB/Fr 252 LB/FT 6 777 LB/Fr 921 LB/FT 819 LB/FT 131" 128" 346 Ib/ft 6 982 LB/Fr 1194 LB/Fr 819 LB/Fr - - 530 LB/FT 336 LB/FT 59.0" 59.0" 160 lb/ft 65 psf 92.0" 92.0" 249 lb/ft 100.0° 100.0" 271 lb/ft MIN. SEPARATION TO GLASS- SCHEDULE ANCHORS SCHEDULE OSEE GENERAL NOTE C.2 ON SHEET 1 126" 123" 360 lb/ft. 60.0' 60.0" 175 lb/ft ANCHORS ANCHORS MIN. E.D. MIN. SPACING NON HIGH VELOCITY TYPE DESCRIPTION 70 psf 100.0" 100.0" 292 lb/ft SLAT HIGH VELOCITY CONC. C.BLOCK WOOD STEEL CONC.C.BLOCK WOOD STEEL 121" 118" 374 lb/ft SPAN HURRICANE ZONE HURRICANE ZONE e - 59.0' 59.0" . 187 lb/ft' ZONE 1,2,3 ZONE 4 A 1/4"0 TAPCON W/ ADVANCED 3.50" 2.50" 0 N/A 4.00" 4.00" N/A N/A 75 psf 100.0" 100.0' 313 lb/ft THREADFORM TECHNOLOGY 117" 114" 387 lb/ft 5'-10" 2 1/2" 1' 2 5/8" AS LESS B 1/4" 0 x 3/4" SOLID SET 3.50" 3.50" N/A N/A 3.00" 3.00" N/A N/A 80 psf 113" 111" 400 lb/ft 90 psf 107" 104" 424 Ib/ft >5,-10" 2 5/8"+ 1" 2 3/4"+ 100 psf 101" 99" 447 lb/ft TO 8'-3" C 1/4" 0 CRETE-FLEX 3.00" 3.00" 0 N/A 3.00" 3.00" N/A N/A 110 psf. 94" 90" 466 lb/ft 120 psi 87" 82" 484 lb/ft >8.-3• E 1/4" 0 ITW-BUILDER N/A N/A N/A 1.00" N/A N/A N/A 2.00" 130 psf 80" 76" 483 lb/ft TO' 12'-0" 3 1/2" 1" 3 5/8" TEK SCREWS 140 psf 74" 70" 484 lb/ft #14 NDS WOOD SCREWS OR N/A N/A 0 N/A N/A N/A 2.00"' N/A 150 psf 69" 66" 483 lb/ft •Gf""/oe.•e;