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HomeMy WebLinkAboutProduct Approval a � BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map j Links i Search f H dda a R" Product Approval r - USER:Public User t`P•CtsoaY�m Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL8523-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ RECEIVE© Product Manufacturer American Shutter Systems Asso iation,Inc. Address/Phone/Email 4268 Westroads Drive MAR U 9 9027 West Palm Beach,FL 33407 (561)209-8263 I bfeeley@easternmetal.com ST. Lucie County, Permitting Authorized Signature Bill Feeley [rodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received >I Florida Engineer or Architect Name who developed Walter A.Tillit Jr. the Evaluation Report 0 Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Henry Kampmann Jr. M Validation Checklist-Hardcopy Received Certificate of Independence FL8523 R6 COI AMERICAN SHUTTER SYSTEMS ASSOC.,INC. DRAWING 17-109 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard), Standard Year ASTM E 330 2002 ASTM E-1886-05 2005 ASTM E-1996-05 2005 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 8523.1 Bertha HV Bahama Shutter(Non- Extruded aluminum blades assembled together and retained HVHZ)Drawing Number 17-109 by jambs/headers to provide Hurricane Protection. Limits of Use Installation Instructions Approved for use In HVHZ:No FL8523 R6 It AMERICAN SHUTTER 4YSTEMS ASSOC INC Approved for use outside HVHZ:Yes DRAWING 17-109 BERTHA H V.BAHAMA SHUTTER PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:NIA Created by Independent Third Party:Yes Other:Large missile level"D",Wind Zone 1,2 and 3,Max. Evaluation Reports width Is 42"and Max.height is 96"for+45,-55 p.s.f.ASO FL8523 R6 AE AMERICAN SHUTTER SYSTEMS ASSOC design load,Max.width is 120"and Max.height Is 70"for INC. DRAWING 17-109 PRODUCT EVALUATION +45,-50 p,s.f. REEORT;PDF Created by Independent Third Party:Yes $edt flex! 2661 81air Stang Road Ttibahassrw Fl-32349 ptwne:950-4$7-5824 The State of Florida is an WEED employer.Coovdaht 2007-2013 Efate of Florida ;;pdv cv t temc"t;;A ckl—libitity stmement;;gerund Statem= 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 mail to this entity.Instead,contact the office try phone or by traditional mail.If you have any questions,please contact 850.4$7.1395,-pursuant to Section 455.275(1), Florida Statutes;effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department vrith an email address if they have one.The emalls Provided may be used for official communication with the hxnsee.However email addresses are public record.if you do not wish to supply a pe at address,please gravida the Department with an email address which can be made available to the public,To determine if you are p licensee under Chapter 455,F.S.,please dick II=. I Product Approval Accpptst Credit Card Safe GENERAL NOTES.• 1. BERTHA H.V. BAHAUAA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK VERIFIED FOR COMPLWICE IN ACCORDANCE WITH THE 2017 (6th EMOON) OF THE FLORIDA BUILDING CODE SHALL BE 1 5/8' FOR CONCRETE AND 1 1/4' FOR BLOCK, RESPECTIVELY. 1/4.0-20 THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES.(MIAMI RADE/ S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4' LONG SHOULD STUCCO BROWARD COUNTY) EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC 'WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WALL BE INSTALLED B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 AND SHALL NOT EXCEED THE EXISTING WALL., ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1, 8.2 AND IN ORDER TO VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.3). SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (AS-D)DESIGN PRESSURE RATINGS GVDICATED ON NOTE 2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, VWERE HOT OVERSTRESSED, A 33% INCREASE SPECIFICATIONS OF TFC ANCHOR'S MANUFACTURER. IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR INTO 'WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING-PERIODS OF-HURRICANE-WARNINGS.- BF_RTHA H,V. BAHALIA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VEFJFfED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE A80VE MENTIONED CODE AS PER ATL REPORTS 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE 0510,01-06 AND 0621.01-07 AS PER ASTM E 1886-05, ASTLI E 1996-05 AND ASTM E-330 STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D. BASIC PROTECTION ONLY. TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 2. SEE L1O"MUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE THE BUILDING TO PREVENT WIND/RAIN INTRUSION. ON SCHEDULE ON SHEET 7. 10.,BERTHA H.V. BANANA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS 3. ALL AL.ULRNUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063—TG ALLOY AND TEMPER, WITH Fy DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). PERMIT IS APPLIED TO. 4, ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIM SERIES WITH 50 ksi YIELD POINT AND 11. SHUTTER'S MANUFACTURER LABEL SHALL 6E LOCA—TED 0 A READILY VISIBLE LOCATION AT 90 ksi 1EFiSlIE STRENGTH RAID SHALL COMPLY WW/ FLORIDA BUILDING CODE SECTION 2471 3.3.4. EXPOSED SURFACE OF THE BAHAMA FRAME © ORUE IN ACCORDANCE WITH SECTION 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL MITI 35 ksi MINIMUM YIELD STRENGTH. 1709.9.3 OF FLORIDA BUILDING CODE_. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. 6, ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. L e. WHERE THE (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. SITE CONDITIONS DEVIATE FROM THE P.E.Q. — 1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. — 1/4'0 x 1 7/16' PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION NOTES: DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1/2'. THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOWS RESPONSIBILITY. A.2) F,9NIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/87. (e) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED I`IVAUD IF ALTERED BY ANY A,3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING PAEANS. WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES A_1 AND A.2). (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND (B) TO EXISTING POURED MIN. f'c-3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER. SHALL SUBMIT TO THIS — 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. INC. LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW!. — 1/4'03/4"ALL POINTS SOLID—SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. TF1.,..,,,Se) ORIGINAL P.E.D. SHALL. BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE — 1/4"0x1 7/16' PANELV,ATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. ,d'+Eg p rt 'PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. ,•'''Q\�••••••••••,�/r�� THIS DRAWING 94ALL ONLY BE USED TO 8.1) MIMIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR,' =� 2 OBTAIN PERMTS IN THE STATE OF F MDA CONCRETE HOLLOW BLOCK SHALL BE 1 1/4'. 8,2) MINIMUM EMBEDMENT OF 1/4'ox3/4" ALL POINTS SOLID—SET ANCHORS INTO POURED1707 _ '•, FLORIDA BUILDING CODE (Hon Hgh Velocity Hurricane lone) CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY p: ' ` ' Am/ BERTHA. H.V. BANANA SHATTER Lc- OF F MBEDDFD. y STATE ,• o NO EMEIEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4-0-20 S.S. MACHINE SCREW USED § % ... IDP. fir'%% �L E C O tNc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. By oTo�arF17 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO:fS ..... \�,�� 4m v: eos DME ' nwT TESTwo&ENGMEMUG couPAar c...n veva uwa msas 44ST G1.W MM FIaFEA 3SI37 + w.,aaan-csu.rv. un FN:M)432-22r04 FAn Csa+)=-Asea 17-109 ..r,R•'• E—m42:f1Le¢Oa,Ar-^"+ 0"wwa Ne Ea-CWT19WILm"• umv PMR I via-i i%-i P. m.sm SHUT 1 Of 7 8 03� c� 078* ,213 0& 2.330' 16 C?_ 6-,l co *.030) (, I�l * ;p 7: 045' 1 .078" —.071 (IYP.) q, 0 —2.557 —187 625" 0i 1.7 It CO. 2.000" —2.125*C1.020)-- —1972' 149 ',.324- 10 .0 ISIBILITY LE —1.82w—0 19 IQVVER 4! R.Q. FEMA HINGE HIGH lb BLARE LOUVER BLADE TOP RAIL/MALE HINGE 9Q-TT-OM RAI JAMS —2.000'— 6063-T6 Ajurn.ALLOY W63-T6 Alum. ALLOY VIEW 114-0 1250" 2' HOLES EO- T 2. LI T -T -7n ---------- 7 .125' 1/47 d) t -0-20ri-LONO =3 Mimi 0' THUMBsca-Evi OR HOLE LONG AMAL 7HUMBSCREV1. in LOCKING ROD AT EXTERIOR FIXATION HOLE HOLE 12' C14ANN 10, Min. F PRE-PUNCHED (2) 1 CENTER.-MVIL—LION HOLES wy . 1 BLOC W00 S. 1HUMBSCRE111 OR VIEW 3/8"0-16xi" LONG ACETAL THUMBSCREW. o F{ LOCKING RdD VIEWS AT INTERIOR FIXATION .085" -T T, + �o iT 4. ....... '(Till Lfl -------- -P FLORIDA BUILDING CODE (Ron High Vefocity Hurrieone Zone) 1.7 5 0"— f * 1 Z Q2017 mr=W- Am Z BERTHA H.V. eARAm&sHurrER t-c -SERRATED TUB Q f SERRATED TUBE I No.4416T INSIDE ARM OUTSIDE ARM 1. c"wm gy CAMEL-BACK HINGE 07/20/27 AMERICAN SHUTTER SYSTEMS ASSOC.. INC. CAM 4m MyRa-W tovE - PAW MACK rm sual COMPONENTS FAX. pft(800)432-220- (561120-63W SCALE-3/4' 17—i0 V. j,P C�E. !RMr 2 CW EICR-OA I I A D-@ B (C-T.) D/5,6 OC �C/5,6 (C-T.) D/5.6 A ut(91 QC (MUT.) VC/5,6 D'/5.6 (2) 614x2-F.H. 0 r 0 D'/5,6 (2)9102'F.H. $.S.S.Lts. IS.SM-s- FROM W.18 may JW6 70 TOP RAIL (2)C14 114,.Z'F.H. TO TOP RAI _(2) 014.2 FA_ S�s.S.-ts. L L FROM JAMS TO TOP I.L% To To p F.V-0055 1 T' I T, L. + 2 1/8- Min. 2 1/8" Min. 2 1/8- Wm 2 I/S*Min. ELADE BLADE BLADE BLADE PENETRATION j PENETRATION PEOtETRATtOts1 F 1 4 J T­ tj 42 #144, 0 (2)#14.2' S.S. SAI S w F.N.S.S.S.MS. B FROM AMB%io Ld FROM JAMB iTO e _P)914x2- (2) #14%2" 10 BRACE j&,Zg F.H.S.S.S M-S TO VAL=JAIAB L__ f mcmi M 0 min Lraor,_ 70 ERACE VMS TO BRACE JAMS r B/4 B/4 -:F— T-T 2)J14.2-FK T -1. F (2)914.2'FM. 4 FROM jws S.S.Sms, S.S.SJ/S. TO aoTIC-4 tn. B/4- su--, MDI?*Sr6 _J, B/4 RAL sutm rip. 1450, _tr(SEE SCHEDULE SHEET 7) (SEE SCHEDULE. SHEET J-19- (SEE SCHEDULE. SWEET 7)- )914.2-F.H dG (2)#144-FJ4. F Mw MJA"& > S.S.sjj.S, To 607101.4 C/5,6 WOOD SUBSIELT G (SEE SCHEDULE. SHEET 7) Tj D/5,6 B,/4 --I SOALAR T 7/4=— T 741 C/5,6 D/5,6 A 1A A/4 f-(2) �14 #14.r F.H. 4. .1 4 Ux2. F.H. WOOD _SU ss,S,km-_­,t r., r , _I:. S 1. u SS, FWU JAMB(D F111 0JIS !A/4 =I= to BOTTOM TOO L RAZ (CONT.) G B'/4 'IV I !Hr 'Wr , ftijff VJ4, G (SEE SCHEDULE SHEET 7)—L-W- (SEE SCHEDULE. SHEET 7) 11- (SEE SCHEDULE. SHEEr 7)- (2) #14W F.H. _j j, —120.max. van ..... . ...... D/5,6 > I" H PAIL41) (9)V CONCRETE--OR C X SUBM TO 811.11 'to sma C/5,6 CONCRETE BLOCK D'/5,6 PAvL H PL ;"S H G .-W "@ .......... MULTIPLE .UNITS: CASES It & III 1-j- (SEE SCHEDULE, SHEET 7) �6 VOEPI�, D/5,6 t —FLORIDA BUILDING CODE (Ron High Velocity Hurricane Zone) C/5.6 No.44167 1 CONCRETEOR CONCRETE BLOCK SSRATE WAS217J=Or. ASSA/SERWA H.V.WV. MAMA SHMER "%w Y SINGL IL ECOiitm i;E7RMICAR SHUTTER SYSMUS Assoc.. IHC 420 WESM10"CMZ ELEVATIONS FOR INSTALLATIONS WITH Wm PAW MA04.R="33A*7 E UNITS: CASE 1 17 (M)4-n-22at rm(W)M-9W 17-109 0' FIXATION �A V IM 0 EXTERIOR LOCKING ROD R PEI', SIM 3 OF 7 A cR C (ODST-) �D/5AAA �C/5A,15A A at @1 (&CONT.) D/5A,6A CallrUP. �C/5AAA (Dcm-) • �?w a.np,) 0'/5A.6A D'/5A,6A (2) 3'144" F.H. (2) 314x2*F.H. c S.S.S.M.S. i M JAM6 FROM FROM JAMS,lavIL"I M TOP RAIL 2 114Y.2-FJ4, TO TOP RAIL-g) \,(2) #14,2-F.H. 4 S.S.S.". S.S.sms. Oro? FRCM JAMS 0 TOP F __j T, 1% TL iV F '- _ T' 2 j/s" tum 2 1/8' Min. XT 2 t Lon, 2 1/8" Min. T'T, BUTS BLADE BLADE BLADE ==PENETRATION PENETRATION m PENETRAT10PENETRATIONcr L: _j _j -T I E OE L cn X v r 11 2 1144* of C3 (2)3144- ,T _J A) 55 SLtS T L) (2)314 "D ss s TO Sw=.Wa FA S-S r. Fie NQ��To cn T' T AE01PRIV _j OR mo feca I MD 10 EFAMMS mit Aw -4 B/4A --I B/4A 1 toSWIM =j L: N7 A/4A-- 4A A/ FA (2)#1412 SS.sm.s4m i;_ B A I B/4A to BoTrovFt _"oG 5. ,Z4 F_ -klr (SEE SCHEDULE SHEET 7)--19' (SEE SCHEDULE. SHEET 7) 1'r (SEE SCHEDULE, SHEET 7)- f__ -I r-(2)j14.2-F.�L G T 5� (2)#14.2- 120'Mm VADTH D/5A,6A F.H. SL s 8 E) Me T �/4A G '/5A,6A TO ;3 C_E) FROM"14 >G/5A,6A Wool) >D SUBS 1104 (DH-/ G --J B'/4A -W- (SEE SCHEDULE, SHEET 7) ==77A, 16A D/5A,6A B'/4A i lill-am >C/5A,6A D/5A,6A 42'F.H. WOOD su (2) -LLL_ A/4A-j'j-f-A41'-lz�== -A -A/4A sl�W �4 FROM JAMS T-IL mom (D '/4A to eonc TO eoTTcm B'/4A RAIL(0G ®R OG %11' (SEE SCHEDULE SHEET 7)---4_1'r(SEE SCHEDULE. SHEET lw 7) q'i-ET 7)-j 211 I�W (2)014.2"FAL S .1r,&sms 12V Max. 0/5A,6A S, F zirmu awa LL @ C/5A,6A To FROM o 4— Ato saaw coNCREFE OR CONCRETF-BLOCK SUBSTRATE D'/5A,6A MULjIPLE. JNITS: CASES 11 & 111- R D G A. _Q 'rr,urrirui���� JG 1'r (SEE SCHEDULE. SHS-ET 7)------L ........... C/5A,6 D/5A,6A FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A Q2217 M=. D'/5A,6A il f NO,44167 1 ASSA/ BERTHA H.V. RAHAMA LC CONCRETE OR CONCRETE BLOCK-SUBSTRATE PAW Gy DATr SINGLE UNITS: MSE I AMERICAN SHUTTER SYSTEMS Assoc., INC. 42N IlTsM`r m V*E In=mmuo a EuGawm.4 COUPAW %W P"BECK rWn407 nu r.FOR INSTALLATIONS WITH • PK.(SW)432-2"4 RX 061=2-6W 17-109 .......... th-21.1=141, - - No INTERIOR LOCKING ROD (H) FIXATION M-1=6719 Fm�=,,_ I I SW JU of 7 "111 a I A rf i Am CONCRETE HOLLOYJ BLOCK REOIA20 A CORNER(Typ.) 2'x 4' CORNER(T —\,•, `� 1 37 FOR TAPCONS 3 i/2'FOR SOUO-S 2' Lin, ED. (2) 3/410 TAPCOM OR—� !ln.E.D- j (2) 1/4`ox3/4'ALL PMTS 1 -SET OR 1 ,� (2) 1/4-0 PAUEL VATS INERT i / E W/INTERIOR WEB A OR® VJ/ INTERIOR VSB I'"/ \\� NOTCHED AT (4) 3/16-0 (BLADETYP•) NOTCHED AT BOT70N RJJL bU ALUMINUM �'J BOTTOLI RAIL Q) 5/16-x2'SLOTPOP H BACK Be FRMS ' — ., H S 16'x2•SLOT '�•:: Ii ;'.�.• r ; r----- __--)— -----;—___ T ---- (3) 1/4'0 TAPCONS OR 1 , ( fT 3) 1/5'TO t OD PANEULATE a�stisur+uuni"—•"�` 'r_-_ �----------- _ _—_--- _ __ _ I-' _s--ur—ir'rl�atr'i '.(2) 14x2-FH S.S. S.td.S. L— c—� _-- --— - --- ---c---_---J —--, 2) 14x2-F H. S.S. S.M.S. FRC,'A JA-4810T0 E?O M' ML(D) -- --} --- f70m ma(FOTO BOTTOM RAIL CO,, +(2) ¢T4x2" F.H.S.S.n1+G S S. E —,TL/�a"SOf--} (DW/WEB JQ — ( D ea�slPrin.•-meso•,.1 + (2) #14x2• F.H. S.S. S.M.S. FRO.N. JAJVB 1770 eLAZE A , ,I NOTO-IED AT® � — .~ FROM JAMB OE TO BLADE()OR 1� 9 MID H0G41 TO ERACE JAMB •--4-THULt35CRET•!LOCATION O0TT0M RAIL a 1,rsru u,T1r t3CM0r, Y SECTION B'—BI SECTION A—A CONT. 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