Loading...
HomeMy WebLinkAboutProduct Approval e oOulatjo �+..;•{, o,t. 9W Home tog In User Registration Hot Topics Submit Surcharge Stats&Fad$ j publications i FBC Staff= SCIS Sita Map Unks Search QiltIUCCD:.��tCEi'_�.t"� tryJ1t41gJ{l({tQi�J.I(t7�}�,l ,-- Product Approval 1 11./i essi -na USER:Public User Regulation �� it Product Approval Menu>Product or Application Search>AonilCai, tip [>APPtteatlon Uetat) FL# FL,.16984-R1 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer National Approved Shutter Association LLC Address/Phone/Email 8717 NW 117 Street Suite 1 Miami Garden,FL.33018 (786)621-6706 paloucks@gmail.com Authorized Signature lavad Ahmad alfarooq@afceng.com Technical Representative Address/Phone/Email _ Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion 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 lavad Ahmad the Evaluation Report - Fiorida License PE-70592 Quality Assurance Entity National Accreditation&Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By Jesus Gonzalez,P.E. Validation Checklist-Hardcopy Received Certificate of Independence EL16984 RI COT SS Regency Alum Accordion Shutter(LMi)Cl 20144.pdP Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D ' Date Submitted 05/07/2015 Date Validated 05/07/2015 Date Pending FBC Approval 05/18/2015 Date Approved 08/18/2015 Summary of Products FL# Model,Number or Name Description 16984.1 Regency Aluminum Accordion Large missile impact resistant aluminum accordion shutter. Shutter Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL16984 R1 II SS-Reoency Alum Accordion Shutter Approved for use outside HVHZ:Yes (LMI) 14-02.odf Impact Resistant:Yes Verified By:]avad Ahmad PE 70592 Design Pressure:+200/-200 Created by Independent Third Party:Yes Other:See drawing 14-02 for span vs load combinations Evaluation Reports and installation details. FL16984 RI AE SS-Recency Alum Accordion Shutter (LMI)-PAE 2014.12df Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA(EEO employer.Coavriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.27 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.Th emaits provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: i ag ¢Ctxr zxr x'curitymi f 13 LL's' m SLAT PERFORMANCE CHART DEFLECTION CURVE AT 100 PSF m �q N. I - Posxrxvt LOAD ,Y v ACCORDION SHUTTER EI•8622854 I m; I EE•862285. �.___. .... ..__ ..._ SPAN/30 OR'2'FOR POB.LOAD •� P DEFLECTION CURVE FOR POSITIVE LOADS ONLY .I_ - _-I i i N=GAT70TALOA 2 r ! ° _._ F t o " 5P ...-..1._-_..._ ..... ...t.. N °/ 1 W IS Z I I - ° I L .. I ° I _ to o I ° a At J I mm I i L, o � �wn1 .8 , ZZ In FS I N m J ..�_._._.I I 0:.,Z Z _ . . I �_ 60 70 80 90 100 110 120 130 lab 160 m t f -_ I _ .—_.. -- ITS y Ulm, SLAT SPAN - INCHES 0 p I°��� co OC MINIMUM SEPARATION FROM GLASS I O n SHUTTER SPAN •_N . N. m ..... ...---_.. _ _ _ FOR SLAT m:_._.._..._..._,... .L..,...._- ,.. . U N, ...... .. I¢'V) LL SEPARATION REOD,DUE 10 WAND LOAD SEPARATION REDD.DUE TO r ! I I LPRCE MISSILE IMPACT DESIGN LOAD Pd o PSF SEPARATION - I Z �+�1 Lf) c FACTOR m K Pd/100 o IN SPANS UPTO - 1 K READING FROM SPAN 0.CURVE••D= IN g6' DEFLECTION AT Pd K•D IN """-' `-`-` 120• ] N..-._ _.. .._. 1 ;-"--._ _ '1 .__•. ¢ d W MIN.SEPARA14ON REDD. -K'0+1' IN -- --- FOR INSTALLATIONS UPTO JO'OF CRDE USE MA%IMUM Of WIND LOAD OR IMPACT LOAD Z REQUIREMENTS SHOWN ABOVE 1 I n FOR INSTALLATIONS ABOVE 30 OF GRADE �,GNORE LARGE MISSILE IMPACT REQUINT REME . II JJ NOTU NO PMT OF SHUTTER SHALL BE UNDER 30'ADM GRADE TO WANE LARGE URSLE IUPACT REOWREMENT. .._.... ... .._.__....__,_._.... .... .... I_._._...___ 6 Z I W w F� i I I ' KI$a02� USE SPAN DEFLECTION CHART TO CALCULATE SEPARATION FROM CLASS i. 60 70 80 90 100 110 120 130 140 ISO •FOR INSTALLATIONS IN HIGH VELOCITY HURRICANE ZONES. SLAT SPAN - INCHES GLASS SEPARATION NOT REQUIRED FOR INSTALLATIONS OUTSIDE --,----„_ HIGH VELOCITY,HURRICANE ZONE AREA ACITY I FORUSE SLAT THE REQUREDODESGNELOADRT TO FOR THEIFY SLAT PARTICULAR LOCATION_ ILARGE MISSILE IMPACT RESISTANT PRODUCT ,. _,._. ------- COMPLY _ -- COMPLY WITH TAS 202, 201 AND 203 OF FBC. I DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS E: L._.. ..,._._..._,_. ._,_.1......._______,...._, . —.. p OF ASCE 7-10. P1 1 GENERAL NOTES S � I 1,THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY C HURRICANE ZONE(HVHZ). 2. DESIGN CRITERIA FOR ALUMINUM, MINIMUM MECHANICAL PROPERTIES, PRODUCT MARKING __._.._�_... ........_.....__ -____.._._____.__.___.__.._.-..-._ OI$I m ' AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE ALUMINUM ,A-tw5 PRODUCT EVALUATIOII DDcuNEIA•(P.E.D.)PpEPARCI°Br tH15 ENcw[ER FL #16984 CONSTRUCTION MANUAL' LATEST EDITION. A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT Is GENERIC Allo Dols NOT PRoVNE BVORLIANON FOR A CITE SPECIFIC ABOVE LOCK WITH THE FOLLOWING STATEMENT. pp0:[tt;La.WH THE SITE CONDITIONS DEMATE FROM THE P.E.O. ' r. 3. ALUMINUM ALLOYS:ALL EXTRUSIONS SHALL BE ALLOY AS SHOWN LL111 11/1 4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE NATIONAL APPROVED SHUTTER ASSOCIATION '8-CONTRACTOR TO BE RESPONSIBLERTFOR T0414C THISSELEPRO CT EVALUATION AND; \\vv 1�AA,,���/M� INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT LVALVAt10N I \\ g Ay I' II GIVEN ONE COAT OF ZINC CHROMATE PRIMER IN ACCORDANCE WITH PROWOED HE/SHE DOES NOT DEVIATE FROLI THE CONDITIONS DETAILED '�\ ”" 'A� ° 8717 N.W..117 STREET SUITE #1. \ '�•VcENSE'•,L7 �� S'' FEDERAL SPEC. NO.TTP-645, OR BE GALVANIZED. ON THIS DOCUVENT. HIALEAH GARDENS, FL. 33018 S. ANCHORS SHALL BE AS SHOWN ON DETAILS.ANCHOR EMBEDMENT 10 BASE !C-THIS PRODUCT EVALUATION OOUGENT WILL BE CONSIDERED INVALID If ALTERED ar ANY uups. ' No.70592 I�' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 6. ALL BOLTS SHALL BE STAINLESS STEEL. ALUMINUM ALLOY 2024–T4 ID-SIIC SPECIFIC PROJECTS SPALL DE PREPARED RI A FLORIDA REGISTERED', OR 7075–T6, OR PLATED STEEL.WING NUTS TO BE OF ZINC ALLOY. ENGINEER OR MCIUTEci wwcH vALL 9ECDUC THE ENGINEER OF RECO (E.Os.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER C_. 7, DESIGN CRITERIA FOR SLATS:MAX DEFLECTIONS THE LESSER OF L/30 OR 2'. ; USE OF THE P.E.O.ENGINEER OF RECORD.ACTING AS A DELEGATED S •'•, :� drowing no. ENGINEER 10 THE P.GO.ENGINEER SHALL SUBUIT TO TICS LATTER TRE 5RC B`".c OF 0 9 , 9, ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN SPECIFIC DRAWINGS FOR REVLw % �'•• OR101;,•'Cy`\\` 4,��'Z THESE DETAILS ARE NOT PART OF THIS APPROVAL, .. ......,._.,._. ..,......._, E-THIS P.E.D.SHALL DEAN WE DATE ANO ORIGINAL SEAL AI'0 SIGNATURE OF / CS \ J 9. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO V/DOD ONLY. FOR INSTALLATION DETAILS SEE SHEETS 3 THRU 6.; THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. MSM/®��AQ• v\\ "�''°""�~' 4.571..__._- ti- 3.115--ry 11- -_-"-4.032.__ �•-2.062--.'' __.---� .062-•1 x•125 r.049 7' I rR.3O3 .6YI1Y1.265 1.237.Z59 I 1,975 �R.112 1.17 --+ 2.000 •125 TYP.2.600 1.265 jXG r` 2 X 3 X 1/8; R.174- J.718:... - -.,-.-- 2 % 4 X 1/8 d �� I 718 2X5 % 18' 0 � -4.0356 7J8 CEILING HEADER BUILT OUT ANGLES 0 o w v o [-----4.032 6063-T6 606J-T6 0 WALL HEADER Or .049 6063-T6 C 4.115---- 0 R. _.__ __.I .-.3.062 � LL m •} 15^ 4 m �R.241 _�--._._.-.......- 4.11 I 2.062-LE --<� 4.1 Q 1.000 ---2.OG2-__,y LZ50 ,125 g FLOATER SLAT ' 4 2,600 1 6063-16 i .750 1.265 I.J37 w I,O 4.}� � F �--- R.303 2.500 1.265 1.237 �_` 062 ` l i .500 -1. Z.718 1.750--< I �-1.507-•� 1 -< .718 L r U I' N M ALT. 1" BUILT-OUT WALL HEADER u , 6063-T6 < N FEMAI ENS 1" BUILT-OUT WALL HEADER 1'1z5J1141 - 1.530- Fl o7s GG Z 6063-T6 6063-T6 ff W Z tO -31 __� h<-2.040--�'' IL•-- 4A62 -<-3 Q a N CL C7 io 0------2.062 EMBEDDED TRACK ;zZ078- *- 6063-T6 75 125 2GG0 2.126 1.000 1.970 2.250.2.444 j- 3.350 1 ,125 °•-1.725 .718 --,_.__'� 0,._ .078 2.600 1.265-<-� 37 T 1 9-- . _ .510 I rrti 1.285 1.237 1.000 .891 I I <--2.226- I '832 .7181 i..--1.484--•1 1.044 _...2.441--�`� . -• .718 � ,----__--4.167 FEMALE LOCKING SLAT 6063-T6 2" BUILT-OUT WALL HEADER ALT- 2• BUILT-OUT WALL HEADER THRESHOLD TRACK v 6083_76 6063-T6 6063-T6 ^-2.070-<� L<-1.556 .{ 563 ---J.115 c m 2.805 FL #16964 2� ___ 1111111 „, . r 2.250 1.970 1.000 S � .078 .500 2.126 ----T 1.297 1.297 2.444 _2 I 1.J75 T ` J.•''1,10EN.QF''';'fid 1 I �.O6Z- 875 .094 .094 ,856 980 1,636 I I__ f_._ _._�. l No.70692 1•.- .514 - �_ 154 .154 I-- -<� 1.000 C 1.044 1.359- I -2.256 .269 G•- -I k----2.805 3.805- � •5 -------_ =7 •_-2.471--•--< V• 2,834---_ ���• 8'".c OF ��� �dcawing no. 14-02 MALE LOCKING SLAT LOCKING SLAT INSERT BOTTOM SILL TRACK BOTTQM TRACK ADAPTER ALT- BOTTOM TRACK ADAPTER / ®NAL�G� �`` 6063-T6 60fiJ-T6 fi063-T6 6063-76 6063-T6 1 (sheet 2,.of 7 WALL MOUNTS INSIDE MOUNTS SHUTTER WIDTH ANCHOR. C�RT'TfS USE ANCHOR'C9NC IBL CKT N'OODIMk7A1 I 4 I�I TYPE.CONG((BLCG'_WQ99 TAL C...., 1Io t .D 7 lzl 4 j '! E _ .... 2.. f� Ed.... t_.___-- _ S o E Ed- ­T 7_.j.. _-� G. -_ ._. 2'� !'L,.II .CLO�,,, I ' 13 ¢' I Ic L. -B i WOOD' I ;_ I IL 6;v NYLON WHEELS METAL= !� IN METALLIC BUSHNC �TYP. 350 MAX TYP •` _ alI i I '� 0 W m o I ! " W CONC , I 1/2"DIA.X 111/116'LONG w j 3 m }!.:4 Ed,-'BLOCK �^-NYLON BUSHINGI _ 146. j ,WOOD;I TYP. 1/2"DIA. X 1/2"LONG, NYLON BUSHING- TYP. A S U #14 X 2-3/4' -_.. C -0 B- 10 ST/ST SCREWS • �I/ oD TYP. y, l7 TYPICAL I o LlI .. .. ~ to W Z!o Z � Wo uWi a:DdNI C.,m ' �V 2!L W II5 �Ial �"BLOCK� i ? -WOOD META I METAL I ,. .Jso MAX TYP 1/2'DIA. X 11/16"LONG M _NYLON BUSHING CI•_,) _� i - i 1 1/2'DIA X 11/16'LONG \ CONC}. \�. -- \-NYLON BUSHING I BLOCK BLOCK �, TYP `. �, Woo .\ yl WCHOR CHART TD USE I `,MET o o' OD 111 AL, u YPE GONG 9LOGK-W99D�METAL /�YJ. _.. __ ANCHORS !._A 5.. J ANCHOR,._.CjIIIT_TO ' SAME AS HEADER � 9 -�-2 -���• � ��.i �,ttPE„cONC 1B40CK W09D METAL+ �' 8 ' 7 SECTION A-A E 2 {-4.-• SECTION B-B No.70597. 61'SOF . rdrawing na_I 'ED= TYPICAL EDGE DISTANCE _.__-. ... ......._...._._.__._-__'ANCHORS:EMBEDMENT&EDGE -- FCOR10r.✓' \� ` I FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEETS T & 2. WOOD•a 5a 0CK = t2d (12 ANCHOR DIAMETERS) I HEADER AND SILL DETAILS CAN BE �IHEA WALL SHOWNES FLOORRCOVERNc', i'�`S+�® ` _1 4-02 1 USED IN ANY COMBINATIONS. FL 16984 ip FOR WOOD INSTALLATIONS SEE SHEET 6. - FOR.LESSER EDGE DISTANCES SEE SHEET.7 OF 7.1 1 _ -_ _ _ _- - (STUCCO,TILES.ETC.) /7 L sheet 3 Of.7] BUILT-00 CONDITION BUILT-OUT HEADER AlT BUILT OLR AF nFQ p—trllt ` .`'. ANCHOR' CHART TO USE ,� .-,CH_ - TYPE�CONC�,BLOCK.WOOA k1EtA4. ANOR CRARf TO USE _.. ... ' �_-- _ A 3 1 t ..! irPE ICONCBLOCK t`t000m�1PL1 _-CONC.- I v t t j , D a 1 , _ 6- CO2Nc1flLt�r4R METat± 0 Iz r} BLOCK jr METAL [.. _5....,_�__...,i. ..t.? 014 X 3/4' .' �CI._� 7 9��..{ .«. -p ,^�. F ��^ SELF DRILLING SCREWS C _ ,.__4..' __.._ ___..E:t' -_ - - 3 ..y 'KC 4 N u AT B"O.C. _. -�- �¢. } I T.. ( t 7 i'.-07 O �i u01 4 0 ttEd c } 1 CONC. 0 RR Q g t 1 Ed i h,. .I ,BtOCK'. E' ,•_�,.,. 0 n �p `WOOD t� 1 m 5FI METAL I! LC 3 O 4 2 X 3 X 1/8" ��,. ♦ I I`1 2 X 4 X 1/8` a 2%5 x 1JB" �I� II; EdCONC.- ✓ BLOCK I i "�nt+ry} 3 ALUM ANGLE I� } WOOD' 6063-T6 •` METAL,:` �:: ii o ANCHOR! GNART Tp T_ g" '" .- I,�j ff 4 •.. I-rPe GQdG..BLOGN 04D MEALI u r l R c __ Ln 2. LLJ v� _ La I IANCHOR, [•HART, ! TYPE ,CONC.18Lf)Ctf.WOOD, , 3 2ClC S0 7 EdI f : ` "YS 010 X 3/4"TEKS E i4•\ ;` t: ®10 % TTEKS D.C.�` !t;: AT 6'O.C. A 6' ;I I SIJ I c 010 x 3/4' SELF ORILUNG SCREWS AT 6"O.C. J I r , zx3xls' 1 ♦ � 2 x 4 X 1/B" 014 % 3/4" 1 BLOCK ♦ I'. `�.♦♦• ♦\ `BLOCK, ° o CONC.•' 2 X 5 X i/B' SELF WILLING SCREWS 111 t { ALUM ANGLENCi10R CHART Tp USE WOOD _ - ♦ � �+WOOD '+.� O1 i AT 6"O.C.OCMETAL•" ANCHOR CHART ip USE g �,.. E{LO40 606J-T6 TVPF, CQ,ND.'BLOCK.WOOD METAL. �'y' TYPE �.�•� METAL'S META:.,' .... �....A $ __.?.. f _,J A ;CC2NC !<!L"1 ..:: ..._:_._•, ,. ANCHOR� CHART TO uSE• I,. B 8 2 {{i tIt r 4_?YrE_ 2 I .�` Ai91t Q�{ _.�__ a___ p A... 3 S 0 1 2 _0 �_ ADJUSTABLE SILL q�7 Ap 1cTA8 I �t k SECTION Q- = - ..,ta t St -OF ti{: drawing no. H£AD£R AND SILL DETAILS CAN BEI � 5'••:;OR10a.�• '��� i 14—Qr2 i USED IN ANY COMBINATIONS. I FL #16984 h 1 N{ (sheet 4 of 7 Ip w ° a� I01 �o SIL Od � FLOATER SLAT d OPTION a`C ANCHORS TYPE M 7 ANCHORS TYPE GJ 7 N •A, O,C.D,EORC A.D,C. D, EORG ��WM cl T 16'O.C.MAX, AT 16°O.C.MAX, O a Q q O��� CONC. I'��• Q ;� �` BLOCK `., CONC. m N n WOOD _ __ ..: -- - _ - _ _ - - --- -- -- - -- - - - _ BLOCK u'2�10 METAL `•'.` .,,•. . : - .._ - _ _ - _ _ _ _ __ _ METAL .... .-, _ % 1 %,093' I FOR MIN. SEPARATION I { M ALUM ANGLE(" SEE SCH. SHEET 1 CLASS FOR END CONDITION (TYPICAL) I 0 BUILT- SEE DETAIL LEFT I _CO U N 'j I ` I�IQW1 Z 47 N Z o I I o> W n LOCK HANDLE CAN Z i o Z BE INSTALLED ^SECTION D-D ' F.- w:JF�5 INSIDE OR OUTSIDE '`��I�co_ CONC. �I`I BLOCK _•I, WOOD •.. i METAL �'!., . •. , f I I i ..14 1 o; 1 %2 X 093" 2%2 X 1/6' 1-1/2 X 2 %.093' 2 %3% 1/B" 2 X 3%093' r2 %4 X 1/B" I' 2 X 4 X .093" a 10 X 3/4• TEKS i2 X 6 X 1/B" u 2%5 K .093" @ 12. ALUM ANGLE AS O.C. ALUM LUBE(6063-76) >J I REDO.AT BURT-OUT I ' CONDITIONS d _d 10 X 3/4'TEKS ,.r R10 a 3/4"TEKS .2 o; I / 0 12'O.C. 3/ANGLE •s 1-1/2 x 3: 1/8" •.b::9. `ALUM ANGLE I X TOP& BOTTOM se".. i o x X r x oI ii' 0 TAPCONS No.7DS92 END CONDITION AT BUILT-OUT 2 ANGLE FIXED CORNER DETAIL ��1 - ZiQ.\� drawing no. 14-02 FL #16984 snee!_s o(`7,; ,i--- j (3) 1/4'LAG.SCREWS 0 EACH RAFTER FASTENERS !.�� �•f 2'MIN. PENETRATION AS PER SCHEDULES i 2 X 5 X 1/6" \, fill TO EXISTING IWOOD HEADER ON _._� v •,.__.I_.. W _ ALUM ANGLE CONT. 2 X 3 X 1/6' i •d 2 X 4 X 1/0' ° m •0{ 1/4"PL1'\5'OOD ALUM SANGLE 9• N 0� EXISTING SOFFT VIII i I m a0 a IQ; 2-----9^}-2' 1 1 13 LL 1114 X 1' HEX HEAD SELF DRILLING SCREWS S I', 0 9 6' D.C. it II O IL Q o° EXISTING YlOOD TRUSSES 0 24'O.C.IN, j i{ WOOD HEADER LL 2 0 G MIN. 2x4 MEMBERS I� `I! REQUIRED J Z MS.G. a 0,51 14 X 3/4'TEKS f= 0 9'O.C. 5 HEADER CONNECTION TO WOOD TRUSSES I - - M ;'"'N_ l�l C3 as^0 FOR SHUTTER HEIGHT OF 72'MAX. DESIGN LOAD 70 PSF C7 FOR SHUTTER HEIGHT OF B4'MAX. DESIGN LOAD 60 PSF �-� 'p FOR SHUTTER HEIGHT OF 96"MAX. DESIGN LOAD = 52 PSF i I �i 2 ✓iT n FOR SHUTTER HEIGHT OF TOB'MAX, DESIGN LOAD 46 PSF 0 J i III I� I< h�LL - _. ..__. t_11 I .I , , \'• Ij i_i 'i 171'C] to EO T IIi 'I EQ. E0. ,I ! Iz Z ^ WOOD-STUD L ii• , 024'O,C. 1I;, REQUIRED,.\ '� ' WOOD ISTUti 'I, FASTENERS 1110 X 3/4'TEKS I SEE SCHEDULES P 6• DC. II - _.REOUI�2E0.�1....__.._.. ..._, 2 ON SHEETS 2 h J �_.._._.:.:_..i�... 1`4i I I'X 4"X 1/6"CONT. ALUM TUBE '• W/(3) 1/4'0 X 4"LAG SCREWS 2''X 6'CONT. 0 EACH STUD W/2-MIN PENETRATION W/ (3) 1/4'0 X 5"LAG SCREWS INTO EXISTING STUD 0 EACH STUD W/ 2•MIN PENETRATION INTO EXISTING STUD 2; j I 3/4FOR SHUTTER HEIGHT OF 04'MAX, DESIGN LOAD 60 PSF CI FOR SHUTTER HEIGHT OF 96"MAX. DESIGN LOAD = S2 PSF u FOR SHUTTER HEIGHT OF 100'MAX. DESIGN LOAD 46 PSF y 4 f FOR SHUTTER HEIGHT OF 120'MAX. DESIGN LOAD = 42 PSF i INSTALLATION DETAIL ON EXISTING WOOD BUCKS 2 x 5 x 1/8 'ALUM.ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK h 1X4 ALUM TUBE TO WOOD STUDS TO PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION, •,°-� ° II _?..4.. 1/4•THRU BOLT W/WASHER k NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. AT 7-1/4"O.C.FOR LOADS UPTO 40 PSF Y AT 5-3/4'O,C,FOR LOADS UPTO 50 PSF ```�"%%01111111" IANGN6R SPACING�'NCME5' �"v ppD. AL., e_ ANDER. UPTO 50 PS! / 2 •'�'��••'�+ffa''ii c,i�i! _..ICONCBLOCKjW00D.WQOD J �J:•'�,tCBNBF'••"•LA �� $ ,I A .9... 4.4 .f3...�..9.._.J.9;_.__..-._: N0.70592 6 Ij D $•II j 4 :. ..9. - - . .c COUNTER TOP CONDITION (off! l g Ii t) - _ (PASS THRU WINDOW) �` MAX SHUTTER HEIGHT= 6 FT. �Q' 8'...OF <V� drawing no. 14-02 FL #16984 �A1.�'�``�� -_' ' �� 1 14 sheet 6_Of_7 ! m ANCHOR CHART 1 m i m ._._..� J f o• rI_... _..A NCHDR HART PANCHOR CHART 3 m i ANCHDR CHART 4 ' � _ I I ° L...� I 4•' �, 1 _ I 6_ACHD PACE _ u To It. I ::�_. . . �..._. .I �° i l i m om ANCHOR SPAC �q. i 9• i..._ t -. I + 1 G r c 6'ANCHOR SPAC m ... ..... _ -. 1 c 0 1{ a m _....._ .J__.. .. Im. i..91 .....,..1_ ,. _.. r ' t _ �... �N�Q r..._'. { I m 6• ANCHOR SPACE m � 1 I I I I � I m .1..•l � i. Q ui ). ., (. In, . .. .. Li 40 60 60 70 BO 90 ISO 120 140 160 A0 60 60 70 60 90 100 120 140 ISO 40 60 60 70 00 90 100 120 140 ISO 40 60 60 70 60 90 100 120 140 160 .F SLAT SPAN INCHES SLAT SPAN _ INCHES SLAT SPAN• INCHES SLAT SPAN • INCHES I I ANCHOR CHART 5 m I if ANCHOR CHART 6 I 1 ANCHOR CHART 7 M -... 1•....:_._ " ; .I. J I. FASTENER SPACING IN MASONRY m I I m „_.; .-" I o 1 � - : � ._ :• CHARTS ARE BASED ON TYPICAL EDGE DISTANCE° 12d. a I • ' - - 9 ,ANC OR SPACE FOR LESSER EDGE DISTANCE DECREASE SPACING BY I .. 9'..,. ....!. . :..- i - - ... �.. -,---... I r -.. .-•' MULTIPLYING-WITH THE FACTOR B OW _�1 Z g 1 pp�Hpy !f - 1'--•._ 4,1 2 w ro .I b•--i---1..6PACE.I. ,°A.._. _ -1/2.._. - ...!/2 wo .. .- ..• j •' 1 P. ..T. ..I EFACTOR "'�? yOd086 00.71 ]4 0.57 d 0.50 ^I - _... a mE%AMPLE: FOR 3'EDGE DIST. SPACING= 12'O.C.(FROM CHART); I°d^ i SPACING 12 K .71 n 0 5 O.C.: . ....t .. ...I c~ TTYYPICALTYPICAL EEND DISTANCE IN WOOD . IDGE DISTANCE IN WOOD �4 I ,�Q 1 4 2E F ow I ,°... i.._ _ �C. _.j.-.:: .. I _ _ ND REDUCTION FACTOR IS REQUIRED 11 m .. P , 1 EDGE OI6T.•1 lull, ul In" D DIST: 40 S0 60 70 00 90 100 120 Ido 150 40 60 60 70 00 90 100 12S 140 160 40 60. 60 70 00 90 100 320 Ido 160 SLAT SPAN • INCHES .. SLAT SPAN • INCHES SLAT SPAN - INCHES I TYPICAL ANCHORS USE CHARTS 1 THRU 7 TO VERIFY ANCHOR I ° REQUIREMENTS AND STRESS LIMITATIONS OF ' ANCHOR'A.1= 1�4.OW ULTRACON (BY ELCO) I ANCHOR' '- 1/4•RAW CALK-1 (BY POWERS) .LOAD SPAN COMBINATIONS FOR HEADER AND SILL. :..Tc- •- -a D.- _L._.____ __........ -- 1-1/4'EMBEDMENT INTO C 90 BLOCK NC I RTAL C-90 BL BLOCK INTO 3000 PSI CONC. r R/10-DIA. ULTRACON (BY ELCO) ANCHOR; 1R•DIA. LAO SCREWS ��;y ANCHOR��D1= I E}_ 1-J/4'EMBEDMENT INTO 3000 PSI CONC. I 1-1/2'MIN PENETRATION INTO W00D(S.O.-0.55) No.706'82 - 1Ji'� 1-1/4'EMBEDMENT INTO C-90 BLOCK I / KWIN- Y eF DRILLINGSCREWS •1•�- I ! iANCHOR;GI 4 0e= r ANCHOR'&)'• 1/4•DIA.TAPCON (BY ITW) INTO METAL STRUCTURES 'SBD - -^�--- 1-3/4'EMBEDMENT INTO 3000'PSI•CON&. I (STEEL OR ALUMINUM 1/B'MIN.THICK,} '"p•�'•., OOF � !drOwing no.' 1-1/4' EMBEDMENT INTO C-90 BLOCK �' �LORIOR•'' ��� ' -• NOTE:ANCHORS EMBEDMENT SHOWN IS BEYOND WALL&FLOOR i�s ' �CG�� ' 14-02 I COVERINGS(STUCCO,TILES, ETC.) FL #16984 s�1 Al-D;L�7 I r 1 tsheet,.7._cT.7.) .1 p ® I ANCHOR CHART 1 m i ANCHOR CHART 2 m ANCHOR CHART 3 m ANCHDR CHART 4 I ����V�yJyI I 1 6' A CHO�t a. m i I m � m { i A. - -�.._.I 1 ..____ a _1_ � I , -- �—r- OJT J ° .._ ° ..., PAC -: j �n. 11 I 4 Z. W m I 1 W m____.�., I ! ..� _ , _ W m.__ _ W m L C Q Q 6 ANCHO c) _._ ( 11 0 p � � 3" � I.. °P I I 1 R PACE O P q I � - '' ° .- m w In m 6' LHOR SPAC : 1 _ Q f -_- m _ m 1 m - m N. n 40 SO 60 70 SO 90. 100 120 140 150 40 50 60 70 80 90 100 120 140 150 40 SO 60 70 80 90 100 120 140 150 40 50 60 70 80 90 100 120 140 150 S SLAT SPAN - INCHES SLAT SPAN - INCHES SLAT SPAN - INCHES SLAT SPAN - INCHES i II C © I ANCHOR CHARTS m i I ANCHOR CHART 6 m ANCHOR CHART 7 o;� �M .... ,,��,yy _ _ a . LIJ _ 1 _ _ 9. FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE= 12d. 'ANC OR SPACE FOR LESSER EDGE DISTANCE DECREASESPAC C BY 1 - _ .V._. _ MULTIPLYING WITH THE FACTOR SE WIN ___ z Z m p' A CHO SPACE m S' A LHO SP E _ I - d �•- N - _ m--,-r_-._r._ _�.... _. �.. .. _t___.._. .� .._�..... 1.....,--_ ~EDGE DIST. 120 J�Od 2-1�2'8dm2s~ 6d 1 1/2"Sd�i-1r4" i ^a�n !_' " f �_-^- ~_FACTOR-�1,00 I` 0.86 _0.71 -Oy57 0.50 a 1 -- �`~ a ---�__- EDGE DIST, SPACING - 12 X .71 m 8.5 O.C. ' N lE%AMPLE: TYPICAL EDGE DISTANCE STANCE IDGE DIST. N WWOOD OOD - ;�4 FROM CHART i ^ .�I { a tENDh on NO REDUCTION FACTOR IS REQUIRED ¢ F In= _� �I I 4 Z mm W EDGE DIST. ENO O15T N. _�__...___.--_ __I__ -- r --.-= N. _i.- .-...I .,: I..__.1..._.I__ . '•� 9' � I I I ru no g 40 58 60 70 80 90 100 120 140 160 40 50 60 70 80 90 100 120 140 150 40 60•60 70 80 90 100 120 140 150 SLAT SPAN - INCHES SLAT SPAN - INCHES SLAT SPAN- INCHES Ln TYPICAL ANCHORS:BY Elco = 1/a•RAWL CALK-IN (BY POWERS) REOUREMENTS AND STRE SLIMITATIONSHOF I L. 1/4 DIA. ULTRACON LOAD SPAN COMBINATIONS FOR HEADER AND SILL, - - ANCHOR'A ( ) ANCHOR'D) _,.L__-._.._,..._.-._.___.....___-_ �_�_ �.. 1-3/4"EMBEDMENT INTO 3000 PSI CONC. TOTAL ANCHOR BODY INTO 3000 PSI CONC. `11�4� /i 1-i 4"EMBEDMENT INTO C-90 BLOCK OR C-90 BLOCK ��` gp"•...... _ 5/18" DIA. ULTRACON BY ELCO = IIA' DIA. LAG SCREWSVCENSF'••, ANCHOR('g- ( ) ANCHOR ^ 1-3/4"EMBEDMENT INTO 3000 PSI CONC. 1-1/2" MIN PENETRATION INTO WOOD(S.G.-O.55) No.70592 •• ! �' 1-1/4"EMBEDMENT INTO C-90 BLOCK I {r• .�' 9 ( -1/4• De KWIK- EX 5 F DRILLIN e_CREWS _ $ I 'I$ �J ANCHOR`J 1/4*DIA,TAPCON (BY ITW) ANCHOR I G)- .•Q 5 -_��.` ,�-__ C INTO METAL STRUCTURES fQ�L ==ng 1-J/4' EMBEDMENT INTO 30OD'PSI'CONC. I (STEEL OR ALUMINUM 1/S" MIN.THICK.) � •'•,� OF i Browing no.� 1-1/4" EMBEDMENT INTO C-90 BLOCK FLORID►.•,• \�`� ,�4�O2 f NOTE:ANCHORS EMBEDMENT SHOWN IS BEYOND WALL k FLOOR , i��,,•"••••• G'�� G COVERINGS (STUCCO,TILES, ETC.) FL #16984 'r'S�0�1Rd. �`` slt t j_ot.7.) l._-. r (3) 1/4•LAG. SCREWS 0 EACH RAFTER FASTENERS U 2•MIN.PENETRATION AS PER SCHEDULES \ W/ 1-1/2'MIN. PENETRATION 2% 5% 1/8• / \\ TO EXISTING WOOD HEADER .> ALUM ANGLE CONT. \ / 2 X 5 X 18• N a J 1/4•PLYWOOD ALUM ANGLEa a U EXISTING SOFFIT I 2 / � 0 w == :'IV d LL `! 0 G a 414 X 1• HEX HEAD / \ 0 p SELF DRILLING SCREWS I ®a j Q N I; B 6'O.C. / ils _ N Q WLd L . EXISTING WOOD TRUSSES 4 2 - ®24.O.C. WOOD HEADERIn MN. 2x4 MEMBERS REQUIRED j fZ7Z NM�y Q_ MIN. S.C. - 0.51 0' 2 W O g 14%J/a•TEKS ®9'O.C. 2 U HEADER CONNECTION TO WOOD TRUSSES In� O1 �V0_ FOR SHUTTER HEIGHT OF 72• MAX. DESIGN LOAD = 70 PSF FOR SHUTTER HEIGHT OF 84•MAX. DESIGN LOAD 60 PSFFOR SHUTTER HEGHT OF FOR SHUTTER HEIGHT OF 1908•MMAX.ODESIGNL�OAD�m546PPSF /\ / U N M �✓ , � W� EQ.. E0. ? d 7:w ^ m / E0. -� 1 I E0. I I z Z lil n / REO IRED•N 1 Q /WOOD ISTUO I.. 't/ FASTENERS 2 m= I� \ ® 24•I O.C, \ SEE SCHEDULES 0 #10% 3/4•TEKS I / REOU ED ON SHEETS 2 h 3 0 6' O.C. _ - - I: �I: 1•X 4•X 1/8•CONT.ALUM TUBE W/(3) 1/4'0 X 4•LAG SCREWS 2••X 6•CONT. 0 EACH STUD W/2•MIN PENETRATION W/(3) 1/4'0 X 5•U+C SCREWS INTO EXISTING STUD 0 EACH STUD W/2•MIN PENETRATION INTO EXISTING STUD o 3/4• FOR SHUTTER HEIGHT OF 84•MAX. DESIGN LOAD 52 PSF FOR SHUTTER HEIGHT OF 96•MAX. DESIGN LOAD 52 PSF m —Q FOR SHUTTER HEIGHT OF 108•MAX. DESIGN LOAD - 46 PSF ° FOR SHUTTER HEIGHT OF 120•MAX. DESIGN LOAD = 42 PSF = 2 x a x t/8' INSTALLATION DETAIL ON EXISTING WOOD BUCKS—vr- 2 x 5• 1/8'ALUM.ANGLES ABOVE DETAILS SHOWS CONNECTION OF 2X4 BUCK k 1X4 ALUM TUBE TO WOOD STUDS TO PROVIDE A CONTINUOUS SURFACE FOR SHUTTER INSTALLATION. .0° ' < � 1/4•THRU BOLT W/WASHER k NUT FOR INSTALLATION DETAILS OF HEADER/SILL TO CONTINUOUS WOOD MEMBERS SEE SHEETS 3 THRU 4. B c� AT 7-1/4.O.C. FOR LOADS UPTO 40 PSF --- AT 5-3/4.O.C.FOR LOADS UPTO 50 PSF 1111111/1��1/��////'' Y 4�ORGNG INCHES7 ""TYPER0 PSF- - No.70592- COUNTER TOP CONDITION O (PASS THRU WINDOW) �� dTOWIn no. MAX SHUTTER HEIGHT 6 FT. S��O •. •2� 14-02 FL #16984s�m�R,► // 1 11 sheet 6 of 7