Loading...
730 NE 94 St (11)� G6 MIAMI SHORE A G�� S VILLA BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date \1WW Type Insp'nlS 470/., Permit No. 1R .C PS — lQ� Name \CaAkSh katft Address !V_ 1,k ♦ )� Company 14V\ Phone # l `S(19 TIY\ Inspection Date ,11 *S pprove� �— Correction Re- Insp'n Fee ❑ Date Q0.2L \5 Type Insp' n ��''�` s. 4‘15(AS Permit No. eV 2_05 1t\ Name Address - 4""'P c .4 Company 63/4 Phone # " izic (j1c ) Inspection Date kkknkOS Approved Correction Re- Insp'n Fee MIA I SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 11/7/2005 Applicant: KATHLEEN Owner: ALBERTSON JOB ADDRESS: 730 Contractor Local Phone: Parcel # 1132060141690 Signed: NE 94 (INSPECTOR) Building Permit Permit Number: BP2005 -1013 ALBERTSON KATHLEEN ST Contractor's Address: Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 W1/2 LOT 12 & LOT 13 BLK 65 LOT SIZE 75.000 X Fees: FEE2005 -14193 FEE2005 -14194 FEE2005 -14195 FEE2005 -14196 FEE2005 -14197 Description Building Fee CCF Training and Education Fee Technology Fee Scanning Fee Total Fees: Amount $220.00 $1.80 $0.60 $5.50 $15.00 $242.90 Total Fees: $242.90 Total Receipts: $0.00 Permit Status: APPROVED Permit Expiration: 1/3/2006 Construction Value: $2,100.00 Work: HURRICANE SHUTTERS INSTALLATION NOV 15 PAID In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: •+i+w-Tt.i11.- :C:Y'..,r.•A•F,K'4 4 ' ' w I14Lti491i 2•i4v4,Wr.':M wi .......... 4 . - vomt. PAp4 • it ,•• • .•• +^,r^ ^+r` . te a,:, ..r ti.r' • ,...r �-r-v. «y+.,,R. .,p,l. ,,q' --y. . > .f r a .« ., } •,.w .a.� �.r«r^y' . �c - --r ' w.a,.-- r•..,. ",`""•'"r. .. .r... r�^s r., .! ••,,. , ,......a..,. +, .,,. -r • d_........ .p,.u�. eY.Y^! ^ x• r *T e� . �_.. ^' r Z X c • _ ...:; tS« Si►. f. = • Eft A ?k,o. • :� tr .. g �� «,ir r .•wqa 7^c.�'1"' j.:."d's`�"g'o'va7•.!+ya+r� J4��r t1C VF(f�_t' „'. - * --. , .7 1 . - r' ,+.v..' f, , r'• ... a.3,...... ` ..�r,�.. t + -. ,.. -••' w ,r w-f t� i w .. ;': s ff '� - 9 a F; { 4 v. V ? Yes +�a -.., .t.r.�v ,.... ..- r+-..: �v.,.:....- «�- .c+._:.r..r.�.• • if �fJ 1 01404A( (moa:.: �V iA r:I sit 'col i . +� 't"�'?'T!� '� :'?. r.' �T�•S:"y"T .•i.•ras .,..:.Se,:- �^. ^ "'y;�. , -� r ..�'?^i'7T�+'.':, i,r- -`r. . ,. a - - ', "`'r '."'yt + - .r'aTt'^pv°i;+,* fi. '. F w��*.! + .. V .a.r _ n. r.r� ;h,.ir,:.°�Tr+•i,+w+, • +v;e•w •e . .-v n r=� EXISTING 014x3/4' S.M.S. 0 6" O.C. OPEN HOLE AT EACH STUO TO ACCEPT 5/18'0 LAG SCREW AT CENTER OF TUBE. GLASS --- O HOLLOW CEILING MOUNTING INSTALLATION EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS —I (SEE SCHEDULE ON SHEET 9) 1/4 "0 TAPCON W/1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. (SEE SCHEDULE ON S iEET 12) 2" MIN. FLOOR CONNECTION PRODUCT REVISED as comptyiog evith the Florida Bnidiag Code Acceptance No Expi tioa Date By I Arad/ 1 Ad �. Miami Dade ��d net Control Division 2'x8' MIN. WOOD DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK IF APPLICABLE O . 0 ° Z3.0 I o Z.007 MIAMI —DADE COUNTY EDGE OF APPLICABLE) EXISTING WOOD TRUSSES OR RAFTER 0 24" O.C. REQUIRED EXISTING SOFFIT 3/4 Max. THK. 1'x4 "x1 /8' COOT. ALUM. TUBE (6063 -T8 ALLOY) W/ (3)5/18'4 LAG SCREWS TO EACH RAFTER OR TRUSS. LOCATE LAG SCREWS AT MIOWIOTH OF EXISTING W000 MEMBER , 2' Min. NOMINAL WIDTH) 1o1/ 2' Min. PENETRATION OF THREADED AREA VALID FOR INSTALLATIONS WITH 72psf MAX. DESIGN LOAD ANO 9 -0" MAX. SPAN. HIS INSTALLATION IS ONLY VALID FOR WOOD W/ MIN. SPECIFIC GRAVELY OF 0.50 AS DOUGLAS FIR OR SOUTHERN PINE No. 2, OR EQUAL !DIM T -SEE SHEET 3 FdR' TYPICAL SHUTTER ASSEMBLY 2- 1r1OUNTING SECTIONS Cki BE COMBINED -- IN ANY WAY TO SUIT ANY INSTALLATION. SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE BEAM REQUIRED.v ADEQUACY OF EXISTING W000 - BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4'0 TAPCON W/ 1 1/2' Min: PENETRATION OF THREADED AREA TO EXISTING W000 BEAM. (SEE SCHEDULE ON SHEET 12) EXISTING GLASS tMIN. SEPARATION TO GLASS EXISTING (SEE SCHEDULE GLASS\ ON SHEET 9) 2'x6' MIN. W000 DECK REQUIRED (NO FINISH ALLOWED) EDGE OF DECK /-- IF APPLICABLE c = • _,_ 1/4� - TAPCON- W/1 1/2*- Min. PENETRATION OE THREADED AREA INTO WOOD DECK. (SEI±'SCHEQULE ON SHEET 12) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) ALTERNATE ANCHOR LOCATION EQ 1 1UECO �Nc. TILLIT TESTING & ENGINEERING COMPANY — 6595 N W. 39th. St. Ste. 217, AMNIA GARDENS. FLORIDA 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco®aol.com EB- 0006719 WALTER A. TILLIT Jr. P. E. FLORIOA Uc. 44167 • . ODR O SOFFIT MOUNTING INSTALLATION 110x3/4* HE)( WASHER HEAD 1114 SCREWS 0 12' O.C. 2" MIN. FLOOR CONNECTION EDGE OF DECK IF APPLICABLE YYVVV 3 VV.]. (AS APPUCABLE) EXISTING GLASS MIN. SEPARATION TO GLASS , (SEE SCHEDULE ON SHEET 9) )OR ©OR ©OR OR ©OR Q+ WALL. FINISH END CONNECTION DETAIL, 2x4" MIN. W000 STUO3 REQ EXISTING GLASS DERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. Nal 1 2 3 4 DESCRIPTION DATE SCALE: 3 /a' DATE: 9/22/04 No 04 -119 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) JC Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 ®oR ®OR ©OR OR (NR( + _ END . CONNECTION DETAIL, F.B.C.(High Velocity Hurricane Zone) CI 2003 EASTERN METAL. SUPPLY, INC. 6 0. 1 - cam -1/2'- ,MIDI. — — WALL FINISH 1/ ANCHOR 0 6" 0.C. / PENETRATION ON MIN. STUDS OR W/ MIN. 1/2" PENETRATION TO 1/2" CDX PLYWOOD IF NO STUDS EXIST. --1/2' M;t: 00): PLYWOOD. Rfi 110x1/2' S.S. S.M.S. O 16' 0.0 1/4"o TAPCON ANCHORS W/ 1 1/2' MIN. PENETRATION 0 12' 0.0. SHEET 14 OF 14 1 1 EXISTING 1 GLASS -- EXISTING GLASS- 2%4' CONT. W000 PLATE RUN. EXISTING MIN. 2'x4' WOOD HEADER REQUIRED 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE 1 ON SHEET 9) -1 1© WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) WALL FINISH 1/4'0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING W000 HEADER. (SEE SCHEDULE ON SHEET 12) 4© WALL CONNECTION AT BOTTOM 2x4' CONT. W000 PLATE R © REQ'D. 1/4 "0 TAPCON W/ 1/2' Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) 1/2' MIN. COX PLYWOOD REEVE). EXISTING MIN. 2144" STUDS 0 16" O.C. MAX. REQ'D; PLYW000 TO BE ATTACHED TO STUDS IN ACCORDANCE -WITH SECTION -2322 OF THE F.B.C. PRODUCT REVISED as complying Hit6 the Florida Raiding Code Acceptance No 0 i -0 ' Z3.O l Espiratioa Cate 244.2 7 By Miami Dado''duct Control Division 1 EXISTING GLASS MIAMI —DADE COUNTY • 11 • v • . • rr. • • • - • • 1 1 EXISTING I GLASS ---I IILIECO INc. TILUT TESTING & ENGINEERING COMPANY 95 N.W. 36th. ST-, Ste. 217, VIRGINIA GARDENS. FLORIDA 33166 Phone : (305)87.1 -1530 . Fax : (305)87t -1531 e —mail: tilteco i•aol.com E8- 0006719 WALTER A TILUT Jr. P. E. FLORIDA t;c. f 44167 Jc Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fox: (305) 889 -1983 ® 2003 EASTERN METAL SUPPLY, INC. BERTHAPA HIGH VELOCITY ACCORDION SHUTTER SYSTEM REY. Na DESCRIPTION DATE SCALE: 3/8"=11 1 DATE: 9/221C4' 2 3 4 s 6 DRAWING No 04 -11 SHEET 13 OF 14 WALL FINISH EXISTING MIN. 2'x4 W000 HEADER REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) C*' WALL CONNECTION AT TOP MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/2' MIN. COX PLYWOOD REQ'D. WALL FINISH SEP22 2004 P.E. SEAL /SIGNATURE /DATE 1/4'0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING W000 HEADER. (SEE SCHEDULE ON SHEET 12) 1/41- 20x3/4' S.S. MACHINE SCREWS W/ 1/4' - NUTS N / 0 12" O.C. 1 Min. 5�W WALL C4jINECTION AT BOTTOM 1 Min. 1/4 "0- 20x3/4" S.S. MACHINE SCREWS W/ 1/4 " -20 NUTS 0 12" O.C. .1/4'0 TAPCON W/ 1/2" Min. PENETRATION OF THREADED AREA INTO PLYWOOD. (SEE SCHEDULE ON SHEET 12) EXISTING 1 GLASS ---I 1 I EXISTING GLASS ---1 1 1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) WALL FINISH I I I I I .LI 1/4 "0 TAPCON W/ 1 1/2" Min. PENETRATION OF THREADED AREA TO EXISTING WOOD PLATE . (SEE SCHEDULE ON SHEET 12) 2 "x4' CONT. SILL PLATE REQ'D. @ WALL CONNECTION AT BOTTOM 1 r" SHUTTER ASS'EMULY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1' Min. 1/4'0- 20x3/4' S.S. MACHINE SCREWS USING 1/4' -20 NUTS 0 12' O.C. 1/4-0 TAPCON W/ 1 1/2' Min. PENETRATION OF THREADED AREA 0 MIOWIDTH OF W000 PLATE. (SEE SCHEDULE ON SHEET 12) CD WALL CONNECTION AT BOTTOM F.B.C.(High Velocity Hurricane Zone) 1/2" MIN. CDX PLYWOOD WALL MOUNTINGS 4W & 5W MAXIMUM SPAN (ft) 3 -0" OR LESS 4' -0" 5' -O" 6 -0" 7' -o" 8' -0" 9' -0" 101 -0" 11 -0" 12' -0" 13' -0" 14' -O" 15' -0" SOUTHERN PINE No DOUGLAS) FIR . 2 W/ MIN. G =0.55, W/ MIN. G =0.50 WALL MOUNTINGS 1W, 2W, 3W & 6W NEGATIVE DESIGN LOAD (psf) 60 10 10 90 8 8 30 12 12 12 12 12 10 10 10 10 10 12 12 12 12 7.5 5.5 12 12 10 10 16' -0" 12 - 40 10 10 10 10 10 10 10 75 9 9 9 9 9 7.5 5 a 8 6.5 4.5 3.5 105 8 8 a 6.5 4 3 4.5 10 10 12 10 - 12 - CEILING MOUNT 8W FLOOR MOUNTINGS 9W Sc 10W NEGATIVE DESIGN LOAD (psf) 30 6 6 60 6 6 6 6 6 6 6 6 6 6 6 6 6 6 40 6 6 6 6 6 6 6 6 5.5 75 6 6 6 6 5.5 5 4.5 4 90 6 6 6 5.5 4.5 6 5.5 4 3.5 105 6 6 5.5 4.5 4 3.5 3 5 4.5 3 4 U B 1 -%.!. �� - E--- SPRUCE PINE FIR NORTH W/ MIN. G =0.43 WALL MOUNTINGS 1W, 2W, 3W & 6W NEGATIVE DESIGN LOAD (psf) 30 12 12 75 9 9 12 12 12 75 9 40 10 10 60 10 10 90 8 8 105 8 8 10 10 10 12 12 10 9 12 12 10 10 10 10 10 9 9 9 6 4 8 5 3.5 8 5 3 6 4.5 12 12 12 12 12 10 10 3.5 10 10 3 7 CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W NEGATIVE DESIGN LOAD (psf) WALL MOUNTINGS 1W, 2W, 3W & 6W NEGATIVE DESIGN LOAD (psf) 30 6 6 6 6 6 6 6 6 6 40 6 8 60 6 6 6 5 4.5 6 5.5 5 4.5 4.5 6 6 6 5.5 5 5 4.5 4 3.5 3 75 90 6 6 8 6 6 6 5.5 5 5 4 105 6 6 5 4.5 3.5 3 4 3.5 3.5 3.5 3 SPRUCE PINE FIR SOUTH W/ MIN. G =0.36 12 12 40 10 30 12 12 12 12 12 12 10 10 10 10 10 12 12 12 12 12 11.5 10 10 10 10 7 4 4 3 10 10 10 10 7.5 7 60 10 10 9 90 a 8 6 3.5 105 a 8 7 3.5 6 6 6 6 6 5.5 5 5 CEILING MOUNT 8W FLOOR MOUNTINGS 9W & 10W 30 6 6 NEGATIVE DESIGN LOAD (psf) 40 6 6 6 6 6 5.5 4.5 4.5 4.5 4 4 3.5 60 75 90 6 6 6 6 6 6 6 6 6 6 5 5 4.5 4 - 3.5 - 6 5 4 3.5 105 6 6 5 4.5 3.5 3 3 30 6 6 6 6 6 6 6 6 6 6 6 6 6 NEGATIVE DESIGN LOAD (psf) 5 5 5 5 5 5 5 5 4.5 3 6 - 40 5 5 60 75 4 4 4 4 4 4 4 4 4 4 4 - 3.5 - 90 1 4 4 4 3.5 1 A GIVEN MAX. SHUTTER SPAN. NEGATIVE DESIGN LOAD AND A CORRESPONDING MOUNTING TYPE (SEE MOUNTINGS ON SHEETS 13 & 14). + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES, 1. ANCHORS TO WALL. FLOOR OR SOU) WOOD SOFFIT SHALL BE AS FOLLOWS: 1/4 "0 TAPCON ANCHORS. AS MANUFACTURED BY I.T.W. BUILDE( W/ MINIMUM EMBEDMENT AS INDICATED AT EACH SECTION ON SHEETS 13 At 14. EXCEPTION: SEE NOTE 2 BELOW. 2. ANCHORS TO HOLLOW CEILING SHAD. BE AS PER MOUNTING TYPE 7W. SHEET 14 AND SHALL CONSIST OF LAG SCREWS AS PER NOS 1997 SPECIFICATIONS. 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No. 2 W/ C -0.55 (N.D.S) - DOUGLAS FIR W/ G =0.50 (N.D.S.) ----SPRUCE Pike FIFE- NORTH- W/ G =0.43- (N.D.S.) _L-JSPRUCE_ PINE _FIR SOUTH_ W /_.G -0.36 (N.O.S.) =MIN. 1/2' COX PLYWOOD (1988 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECir1CA:1oNS OF THE ANCHOR'S MANUFACTURER. PRODUCT REVISED as complying with the Florida Baiding Code Acceptance Ko Espi lion Date 0 i i By a.■..I A1ia Dade)..duct Control o f Division MIAMI -DADE COUNTY Z3.ol 7 SEP Z22004 P.E. SEAL /SIGNATURE /DATE / I TILLIT TESTING & ENGINEERING COMPANY 65• N.W. 36th. St, Ste. 217. %VONA GARDENS, FLOE?) M 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e -mail: tilteco®aol.com EB- 0008719 WALTER A. 11WT Jr. P. E. • FLORIDA L1c. f 44167 JC Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 REV. No 1 2 4 s 3 3 3 F.B.C.(High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM DESCRIPTION DATE SCALE: DATE: 9/22/94 DRAWING No 04- 11 ,9'` SHEET 12 OF 1 EDGE DISTANCE VERSUS SPACING FOR ANCHOR MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE FOR 1/4'1 TAPCON AND SOLID SET ANO WEDGE - 80LT FOR E. D. LESS THAN THE ABOVE MENTIONED, REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR ALL POINT S OLID SET ANCHORS IS 31. REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE ACTUAL. E. D. FACTOR WEDGE -BOLT 1/4'• TAPCON SOU() SET MIN. SPAG1 3 . 3 I.W. SPACIr16 . r MIN. SPACING . 3.3' 3• 0.83 0.83 0.78 2 1/2' 0.68 0.66 - 2' 0.50 0.50 _ MAXIMUM SPAN (ft) POURED CONCRETE CEIJJNG_ MOUNTING _5_____ NEGATNE DESIGN LCD (pa() _ FLOOR MOUNTING 6 � FLOOR MOUNTING 7 NEGATIVE DESIGN LOAD (pe) NEGATNE DESx7N LOAD (paf) 75 90 120 4.5 5 6 4 4.5 6 J.5 4 6 3' -0' OR LESS 6' -0' 7' -0' 8' -0' 9' -0' 10'-0' 12' -0' 14'-0' .30 40 60 .14 12 10 14 12 10 14 12 10 9 9 9 9 9 9 9 9 9 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 14 12 10 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 9 9 9 14 12 10 14 14 14 14 14 14 14 14 14 14 14 14 14 12 12 12 12 12 12 12 12 12 12 12 12 12 14 12 10 14 11 7.5 14 12 8 14 ' 12 10 13.5 10 6.5 14 11.5 7.5 14 12 10 12.5 9.5 6 14 '10.5 7 14 12 10 12 9 6 10 10 10 10 10 10 10 10 9 10 10 8 9 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 14 9 9 9 9 9 9 8 9 9 7 8 9 6.5 7 9 6 6.5 9 5.5 6 8.5 5 5.5 8 13.5 10 6.5 - - 14 12, 9.5 -1-1- 8 - 5.5- -- - - - - - -- 16'-0' 12.5 9.5 6 14 12 9 8 8 8 7.5 8 8 8 8 8 7.5 8 8 8.5 7.5 8 6 8.5 8 5 6 8 5 5.5 8 4.5 .5 7 8 7 8 5.5 6 8 5 5.5 8 4.5 5 7 4 4.5 6.5 160 205 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 5 5.5 5.5 4 6 5 6 40 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 14 14 14 14 14 14 14 14 14 14 14 14 14 14 12- 12- 14- -1-2- - 10- - -- 14 12 10 14 12 10 60 75 90 120 160 205 30 40 60 75 90 120 10 9 8 8 6 6 1412 10 9 8 10 9 8 8 6 6 14 12 10 9 8 10 9 8 8 6 6 14 12 10 10 9 8 8 6 6 14 12 10 10 9 8 8 6 6 14 12 10 9 8 10 9 8 8 6 6 14 12 10 10 9 8 8 6 6 14 12 10 9 10 9 8 8 6 6 14 12 10 9 8 10 9 8 8 6 6 14 12 10 9 8 10 9 8 8 6 6 14 12 10 9 7.5 10 9 8 8 6 6 14 12 10 9 8 10 9 8 8 8 6 , 14 12 10 9 8 10 9 8 8 8 6 14 12 10 8 8.5 10 9 8 8 6 6 14 12 10 9 7.5 10 9 8 8 6 6 14 12 10 9 8 10 9 8 8 6 - 14 12 8.5 7 5.5 10 9 8 8 6 - 14 12 10 8 6.5 10 9 8 8 6 - 14 12 10 9 8 10 9 8 8 - - 14 11.5 7.5 6 5 10 9 8 8 - .- 14 12 8.5 7 5.5 10 9 8 8 - - 14 12 10 9 8 10 9 8 8 - - 14 10.5 7 5.5 4.5 10 9 8 8 - - 14 12 8 6 5 10 9 8 8 - - 14 12 10 9 7.5 10 9 8 8 - - 12.5 9.5 6 5 4 10 9 8 8 - - 14 10.5 7 5.5 4.5 - 14 12 10 8 7 - 11.5 8.5 5.5 4.5 3.5 10 9 10 9 10 9 10 -10 - 10 10 9 8. 8 - 10 9 8 - - 10 9 8 - 10 9 8 - 10 9 8 - • - 10 9 8 - 10 9 8 - - - 13 10 6.5 - 14 12 9.5 - 10.5 8 5 - - 12 9 6 - 14 12 8.5 - 10 7.5 5 - - 11 8.5 5.5 - _ 14 12 8 9 74.5 10.5 8 5 - 14 11.5 7.5 - -- _ 8.,5 - &5 - 10 15 5 14 10.5 7 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 14 12 9 5 4 7.5 6 4 3.5 4.5 4 7 6 4 - 4.5 - 6.5 - 8 205 60 75 90 120 160 205 10 9 8 8 6 6 10 9 8 8 6 6 10 9 8 8 6 6 10 9 8 7.5 5.5 4.5 10 9 8 8 6 5 10 9 8 8 6 6 10 9 8 . 6 4.5 3.5 10 9 8 7 5 4 10 9 8 8 6 6 6 6 6 6 6 6 5 6 6 6 6 6 5 5.5 6 4 4.5 6 8 7 8 8 5.5 6.5 8 5 5.5 8 4 5 7 3.5 4 6 3.5 4 5.5 3 3.5 5 8 8 8 8 8 160 5 6 3.5 4 6 3 3.5 5.5 4.5 3 3.5 5 FLOOR MOUNTING 8 NECATNE DESIGN LCD (psi) 30 40 14 12 14 12 14 12 10 8 7 5 3.5 3 10 9 8 - 6 4.5 3.5 10 9 8 8 8 5 14 12 14 12 14 12 14 11.5 14 12 4 3 9 7 6 4.5 3 - 14 12 14 10.5 14 12 14 12 7 5.5 4.5 3.5 - 8 6 5 4 10 9 7.5 5.5 - 12.5 9.5 14 10.5 14 12 11.5 8.5 13 9.5 14 12 10.5 7.5 12 9 14 12 9.5 7 11 14 9 10 14 8 12 6.5 7.5 11 8 6 9.5 7 14 10.5 7.5 5.5 9 6.5 13 9.5 9 7 6 4.5 3 - 10 8 6.5 5 3.5 3 10 9 8 7.5 5.5 4 7.5 6 �5 10 9 8 8.5 5 6 5 4 3 - - 7 5.5 4.5 3.5 - 10 8.5 7 5 - 5.5 4.5 3.5 2.5 - 6.5 5 4 3 - 9.5 7.5 6 4.5 - 5 4 3.5 - 6 4.5 4 - 8.5 7 5.5 - 4.5 3.5 3 - 5.5 4 3.5 - 8 6.5 5 4.5 3.5 - - 5 4 - 7.5 6 - - 4 4.5 7 . - _4 - 4.5 6.5 TAPCON A LL POINTS SOUO -SET WEDGE -BOLT SPACING (in.) SCHEDULE FOR A GIVEN MAX. SHU11ER SPAN. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE INSTALLATIONS (SEE MOUNTINGS 5, 6, 7, do 8 ON SHEET 6) PRODUCT REVISED as cooplyicg with the Florida Balding Code Acceptance No O 23 . o l Expiration Date 03/24 7 By Miami Dad 6¢ro tat Control Dirision MIAMI -DADE COUNTY SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE /MECO,NC. TILLIT TESTING & ENGINEERING COMPANY 6593 N.W. 38th. St, Sta. 217. VIRGINIA GARDENS. FLORIDA 33165 Phone : (305)871 -1530 . Fax : (305)871 -1531 e - mail: tiltecoOaol.com E8- 0006719 WALTER A T1LLIT Jr. P. E. FLORIDA tic. ; f 44187 1. ANCHORS TO WALL SHALL BE AS FOLLOWS: (A) TO EXISTING POURED CONCRETE: (Min. fc = 3 ksi) - 1 /4b TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4'0 x 3/4' ALL POINTS SOUO -SET ANCHORS AS DISIWBUTEO BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. - 1/4'0 WEDGE -BOLT ANCHORS AS MANUFACTURED BY POWERS FASTENING, INC. NOTES: _ A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4', ANO 2 FOR WEDGE -BOLT ANCHORS. A2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4 ALL POINTS S000 -SET ANCHORS SHALT. BE 778' INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMIT ILU. 1/4' $ -20 S.S. MACHINE SCR Z7 LSED SHALL 3Z : 1/2 LONG MINIMUM SHOULD STUCCO EXIST, ANO 1" MINIMUM FOR WALLS will., t o Truce°. A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHILL BE LONG ENOUGH TO REACH THE' MAIN STRUCTURE BEHIND SAJO WALL FINISHES. ANCHORAGE SHALL. BE AS INDICATED ON NOTES A.1) d A2) ABOVE. ; CF.:NSTAUATICKS ON VINYL SIDING OR OFS CONSULT THIS ENGINEER (8) TO EXISTING CONCRETE BLOCK WALL: - 1/4'0 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. RAMSET/ RED HEAD. - 1/4'/ x 3/4' ALL POINTS SOU° -SET ANCHORS AS DISTRIBUTED BY ALL P TS SCREW, BOLT do SPECIM.TY COMPANY. - 1/4'0 WEDGE -BOLT W/ 1/4'0 BLOCK -PLUG ANCHORS AS MANUFACTURED BY POWERS FASTENING. INC. NOTES: B.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON t WEDGE -BOLT ANCHORS, IS 1 1/4'. 8.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4' ALL POINTS SOLID -SET ANCHORS SHALL. BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4' 1 -20 S.S. MACHINE SCREW USED SHkI.L BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, ANO 1' MINIMUM FOR WALLS WITH NO STUCCO. 8.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE EKISTING HES. O SHHALL BE AS SHALL BE LONG ENOUGH TO ON NOTES B.1) & REACH ABOVE. FOR INSTALLATIONS O ON VINYL SIDING OR EIFS CONSULT THIS ENGINEER. . (C) ANCHORS SHALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. (0) SEE SCHEDULE BELOW FOR EDGE DISTANCE (ED.) VERSUS SPACING RELATIONSHIP FOR ANCHORS. JC Impact Shutters Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fox: (305) 889 -1983 F.B.C.(High Velocity Hurricane 'Zone © 2003 EASTERN METAL SUPPLY, INC. BERTHAN HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 2 3 4 5 DESCRIPTION DATE SCALE: DATE: 9/22/04 DRAWING No 04 -119 SHEET <. 11 OF14 PRODUCT REVISED as comp! ?ing with the Florida Bolding Code Acceptance No04. Expirr)tion Date By Miami Dad C,doat Control Division .0 : 7 MIAMI -DADE COUNTY SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE F.B.C.(High Velocity Hurricane Zone / 1 w NC. \ TILLIT TESTING & ENGINEERING COMPANY 65 5 N.W. Stith. St. Sta. 217. VIRGINIA GARDENS. FLORIDA 3.3168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e - mail: tilteco®aol.com E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic 44167 Jc Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fox. (305) 889 -1983 © 2003 EASTERN METAL SUPPLY. INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 1 2 DESCRIPTION 4 5 DATE SCALE: DATE: 9/22/04 DRAWING No 04 -119 SHEET T" . .. � -..,,. _ ..,... _.... ....�...,. -.w. r..v,..- ..r v. v ,.. .,..v.. ,J1 r1V 111V `111 .J ..JV11`V FOR A GIVEN MAX. SHUTTER SPAN. DESIGN NEGATIVE LOAD AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTALLATIONS T SEE ANCHOR ON SHEET 11 ALL POINTS Soup -Sr U WEDGE -e _ (SEE MOUNTINGS 1. 2, 3 6c 4 ON SHEET 5) ' SPAN XIIM(fl) POURED CONCRETE POURED CONCRETE /CONCRETE BLOCK WALL MOUNTING 1 W/ Q HV 1" (Max.)8 /0 HEADER/ - SILL #t WALL MOUNTING 1 W/ e) HV 2 " (Ma x.)8 /O- HEADER/ - SILL #2 WALL MOUNTING -2 WALL MOUNTING 3 W/ pC HV - 1 " (16x.)8 /0 HEADER` SILL #1 WALL MOUNTING 3 W/ 0 HV 2" (Max.)B /0 HEADER/ SILL #2 WALL MOUNTING 4 NEGAINE OESxx) LCD (pd) NEGATIVE DESIGN LOAD (pd) NEGATIVE DESIGN LCAO (pd) HECATNE DESIGN LOAD (pst) NECAThE DESIGN 10A0 (pd) NEGATIVE DESIGN LOAD (pd) 30 40 60 75 90 120 10 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 4-0 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 1201160 205 J' - 0' OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 3 14 12 10 9 8 8 6 3 14 12 10 9 8 8' 6 5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 _6 6 14 12 10 9 8 8 6 6 14 ' 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 6 14 12 10 9 '• 8 __ 8 ( 6 4' -0 14 12 10 9 , 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 7.5 3 - 14 12 10 9 8 7.5 5.5 - 14 12 10 9 8 7.5 3.513.5 -- 6 - 1 6 14 12 10 9 ,8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 8 8 5 6 14 12 10 9 8 8 5.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 8 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 4 - 14 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 1 6 . 4 1 8 1 6 5' 14 12 10 9 8 8 4 3 1 4 12 10 9 8 8 6 3 14 12 10 9 8 8 6 6 14 12 10 9 8 3 - - 14 12 10 9 8 6 - - 1 4 12 10 9 8 6 8 14 12 10 9 8 8 5.5 - 12 10 9 8 8 6 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 7 - - 14 12 10 9 8 8 6 - 14 12 10 9 8 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 5 - - 14 12 10 9 8 8 4 - 14 12 10 9 8 8 6' -0" 14 12 10 9 8 5 3 - 14 12 10 9 8 8 3.5 - 14 12 10 9 8 8 6 5 14 12 10 6 4 - - - 14 12 10 8 6.5 3.5 - - 14 12 10 6 7 5 � 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 4.5 - 14 12 10 9 8 8 6 6 14 12 10 9 8 4 - - 14 12 10 9 8 8 3 - 14 12 10 9 8 8 6 4.5 14 12 10 9 8 8 5 3.5 14 12 10 9 8 8 6 4 14 12 10 9 8 8 6 6 14 12 10 9 7.5 3 - - 14 12 10 9 8 7 - - 14 12 10 9 8 8 5 3 7' -0' 14 12 10 9 7 3.5 - - 14 12 10 9 8- 5.5 - - 14 12 10 9 8 8 6 4 14 12 9 5 - - - - 14 12 8 7 5.5 - - - 14 12 9 7 6 5.5 - 14 12 10 9 8 4 - - 14 12 10 9 8 6.5 3 - 14 12 10 9 8 8 6 5 14 12 10 9 6 - - - 14 12 10 9 8 5 - - 14 12 10 9 8 8 5 3.5 14 12 10 9 8 6.5 4 - 14 12 10 9 8 8 5 - 14 12 10 9 8 8 8 6 14 12 10 9 4 - - - 14 12 10 9 8 3.5 - - 14 12 10 9 8 8.5 3.5 - 8' -0' 14 12 10 8 5 J - - 14 12 10 8 8 3.5 - - 14 12 10 9 8 8 5 - 14 11.5 7 3 - - - - 14 11.5 7 6 3.5 - - - 14 11.5 7.5 6 5 - 14 12 10 9 5.5 - - - 14 12 10 9 8 4.5 - - 14 12 10 9 8 8 6 - 14 12 10 7 4 - - - 14 12 10 9 8 3 - - 14 12 10 9 8 6.5 4 - 14 12 10 9 8 5 - - 14 12 10 9 8 7 - - 14 12 10 9 8 8 6 - 14 12 10 5 3 - - - 14 12 10 9 7 - - - 14 12 10 9 8 5 3 - 9'-0 14 12 10 5.5 3.5 - - - 14 12 10 9 6.5 - - - 14 12 10 9 8 6.5 - - 13.5 10 4 - - - - - 13.5 10 6.5 5 - - - - 13.5 10 7 5.5 4 - - 14 12 10 6.5 4 - - - 14 12 10 9 7.5 3 - - 14 12 10 9 8 7.5 - -- 14 12 10 5 - - - - 14 12 10 9 5.5 - - - 14 10 9 8 5.5 - - 14 12 10 9 7 4 - - 14 12 10 9 8 5.5 - - 14 12 10 9 8 8 - - 14 12 7.5 3.5 - - - - 14 12 10 9 4 - - - 14 12 10 9 7 4 - - 10' -0' 14 12 8 4.5 3 - - - 14 12 10 9 4.5 - - - 14 12 10 9 8 - - - 12 9 3 12 9 6 3 - - - - 12 9 6 4.5 3 - - - 14 12 9.5 5 3.5 - - - 14 12 10 9 5.5 - - - 14 12 10 9 8 - - - 14 12 7 3.5 - - - - 14 12 10 8 4 - - - 14 12 10 9 7.5 - - - 14 12 10 as 5.5 - - - 14 12 10 9 8 - - - 14 12 10 9 8 - - - 14 12 5 - - - - - 14 12 10 5.5 - - - - 14 12 10 8 5.5 - - - 11' -0" 14 12 6 3.5 - - - - 14 12 10 6 - - - •- 14 12 10 9 - - - - 11 8.5 11 8 5.5 11 8.5 5.5 3.5 - - - - 14 12 7 4 - - - - 14 12 10 7 - - - - 14 12 10 9 - - - - 14 12 5 3.5 - - - - 14 12 10 5 - - - - 14 12 10 9 - - '- - 14 12 10 7 - - - - 14 12 10 9 - - - - 14 12 10 9 - - - - 14 12 3.5 ' 14 12 10 3.5 - - - - 14 12 10 6.5 - - - - 12' -0" 14 12 5 14 12 10 14 12 10 10 7.5 '10 7.5 3.5 10 7.5 5 14 12 . 5.5 - - - - - 14 12 10 14 12 10 14 12 4 14 12 10 14 12 10 14 12 9 - • - - - - 14 12 10 14 12 10 14 12 3 14 12 7 14 12 9 5.5 - - - - 13' - 0" 14 12 4 - - - - - 14 12 7.5 14 12 10 - - - - - 9 5 - - - - - - - 9.5 7 - 9.5 7 4 - . - - - - 14 12 4.5 14 12 9 14 12 10 14 12 4 14 12 6.5 14 12 10 14 12 7.5 14 12 10 14 12 10 - - - - - 14 9 14 12 4.5 14 12 7.5 14' -0" 14 10.5 3.5 - - - - - 14 12 5.5 14 12 10 8.5 3.5 - - - - - - 8.5 6.5 - 8.5 6.5 J.5 - - - - - 14 12 4 14 12 6.5 14 12 10 14 9 4 14 12 6 14 12 9 14 12 6.5 - - - - - 14 12 10 14 12 10 - - - - - 14 6.5 14 12 3.5 14 12 6.5 15' - 0' 14 8.5 14 12 14 12 - - - - - - 8 3 8 6 8 6 14 9.5 -- - - - - t 14 12 14 12 - . - - - - ... - 14 7 14 12 14 12 14 12 _ 14 12 14 :12 - - - - - - 14 5 14 11.5 14 11 i 16' -0" 14 14 - - - -- - - - 14 ' 7.5 7.5 7.5 14 14 14 14 14 14 14 14 14 - - - - - - - 14 14 14 PRODUCT REVISED as comp! ?ing with the Florida Bolding Code Acceptance No04. Expirr)tion Date By Miami Dad C,doat Control Division .0 : 7 MIAMI -DADE COUNTY SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE F.B.C.(High Velocity Hurricane Zone / 1 w NC. \ TILLIT TESTING & ENGINEERING COMPANY 65 5 N.W. Stith. St. Sta. 217. VIRGINIA GARDENS. FLORIDA 3.3168 Phone : (305)871 -1530 . Fax : (305)871 -1531 e - mail: tilteco®aol.com E8- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Lic 44167 Jc Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fox. (305) 889 -1983 © 2003 EASTERN METAL SUPPLY. INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 1 2 DESCRIPTION 4 5 DATE SCALE: DATE: 9/22/04 DRAWING No 04 -119 SHEET i . MAXIMUM SHUTTER INSTALLATIONS W/ ONE HV LOCK SPAN "L +" OR "L -" (ft.) SYMMETRICAL CENTERMATE, & NO LOCKING -NOTE t) RODS • _ (SEE • `"- CONCRETE & W000 INSTALLATIONS A . J� CONCRETE & W000 INSTALLATIONS A MAXIMUM DESIGN Lao (p.a.f.) (+ OR -) WALL. MOUNTING FLOOR /CE]UNG MOUNTING L - (ft) It (ft) 1- (ft) L+ (II 1.- (R) 30 13' -2' 18' -0' 13' -2'' 16' -0" 35 12' -8' 14' -10' 12' -8' 14' -10' 40 12' -3" 13' -10' 12' -3' 13' -10' 45 11' -11' 13' -1" 11' -11 13' -1' 50 11' -7' 12' -5' 11' -7' 12' -5" 55 11' -4' 11' -10" 11' -4' 11' -10' 60 11' -1' 11' -4' 11' -0' 11' -4' 65 10' -10' 10' -10' 10' -7' 10' -10' 70 10' -6' 10' -8' 10' -2" 10' -6' 75 • 10' -1 10' -1' 9' -10" 10' -1' 80 9' -10' 9' -9' 9' -7' 9' -10' 85 9' -6' 9•-8' 9•-3' 9' -6• 90 9' -3' 9' -3' 9' -0' 9' -3" 95 9' -0" 8' -9' 8' -9' 9' -0" 100 8' -9' 8' - 4' 3' -5 8•-9' 105 8' -7' 7' -11' 8' -4' 8' -4' 110 8' -4' 7' -7' 8' -2" 7' =11" 115 8' -2" 7' -3' 8' -0" 7' -7" 120 8' -0' 8' -1 7' -10' 7' -4' 125 • 7' -10' 6' -8' 7' -8' 7' -0' 130 7' -8" 8' -5" 7' -6' 6' -9' 135 7' -7' 6' -2' 7' -4' 6' -6' 140 7' -5' 5' -11' 7' -3' 6' -3' . 145 7' -3" 5' -9' 7' -1' 8' -0' 150 7' -2' 5' -7' 7' -0' 5' -10" 155 7' -0' 5' -5' 8' -10' 5' -8' 160 6' -11' S' -2' 6' -9" 5' -6" 165 6' -10' 5' -1' 6' -8" 5' -4' 170 6' -9' 4' -11" 6' -7' 5' -2' 175 8' -7" 4' -9" 6' -5' 5' -0' 180 6' -6" • 4' -8' 6' -4' 4' -10' 185 6' -5' 4' -6' 6' -3" 4' -9" 190 6' -4 4' -5' 6' -2' 4' -7" 195 6' -3" 4' -3' 6' -1' 4' -6' 200 6' -2" 4' -2" 6' -0' 4' -5' 205 6' -0" 4' -1" 6' -0' 4' -3" MAXIMUM SHUTTER SPAN "L +" OR "L -" (ft.)* INSTALLATIONS W/ SYMMETRICAL CENTERMATES, TWO HV LOCKING RODS W/ ONE (SEE LOCKS OR TOP TWO /BOTTOM - • HV LOCK NOTE t) • `"- CONCRETE & W000 INSTALLATIONS A . MAXIMUM DESIGN LOO (p.a.) (+ OR -) FLOOR /COUNG MOUNTING WALL MOUNTINGS FLOOR /CEIU G MOUNTINGS l+ (ft) L - (ft) 30 13' -1' 16'-0' 35 12' -7' 16'-0' 40 12' -2' 15' -2" 45 11' -9' 14' -3' 50 11' -6" 13' -7" 55 11' -3' 12' -11' 60 11' -0' 12' -4" 65 10' -9' 11' -11' 70 10' -7" 11' -5" 75 10 -4' 11' -1" 80 10' -0' 10' -9" 85 9' -9' 10' -5" 90 .. 9' -5" 10' -1" 95 9' -2" 9' -10" 100 9' -0" 9' -7" 105 8' -9' 9' -4" 110 8' -7" 9' -2' 115 8' -4' 8' -11' 120 8' -2' 8' -9' 125 8' -0' 8' -5' 130 7' -10" 8' -1" 135 7' -9' 7' -9' 140 7' -7" 7' -6' 145 7' -5' 7' -3" 150 7' -4" 7' -0' 155 7' -2' 8' -9" 160 7' -1' 6' -7" 165 7' -0" 6' -4" 170 6' -11' 8' -2' 175 6' -9' 6' -0' 180 6' -8" 5' -10" 185 6' -7" `6' -8' _190 6' -6, "' 5 , -6 " 195 . 6' -5' 5' -5' 200 6' -4' 5' -3' 205 6' -3' 6-1' MAXIMUM SHUTTER SPAN "L +" OR "L -" (ft.)* INSTALLATIONS W/ OPPOSING CENTERMATES, ONE HV LOCK & - RODS NOTE t) NO LOCKING (SEE • `"- MAXIMUM CONCRETE & W000 INSTALLATIONS A DESIGN LOAD (+pOft �) WALL MOUNTINGS FLOOR /CEIU G MOUNTINGS - - 3 VT U' - 1 + (ft) l - (R) 30 12' -3' 14' -9" 35 11' -9" 13' -8' 40 11' -4' 12' -9' 45 11' -1' 12' -O" 50 10' -9" 11' -5" 55 10' -6' 10' -11' 60 10' -3' 10' -5' 65 10' -0' 1O' -0" 70 9' -8' 9' -8• 75 9' -4' 9' -4" 80 9' -0' 9' -0" 85 8' -9' 8' -9" 90 S' -8• 8' -6' 95 8' -3" 8' -3' 100 8' -1' 8' -1' 105 7' -11' 7' -11" 110 7' -8" 7' -7" 115 7' -6' 7' -3" 120 7' -4' 6' -11" 125 7' -3" 6' -8' 130 7' -1' 6' -5' 135 6' -11' 8' -2" 140 6' -10" 5' -11' 145 6' -8' 5' -9" 150 6' -7' 5' -7' 155 6' -8' 5' -5" 160 8' -5' 5' -2" 165 6' -3' 5' -1" 170 8' -2' 4 175 6' -1" 4' -9" 160 6' -0" 4' -8" -: 185. , - 5' -11' 4' -6" 190 5' -10" 4' -5" 195 5' -9' 4' -3" 200 5' -9' 4' - 2' 205 5' -8' 4' -1' • SEPARATION TO GLASS REQUIREMENTS (1) SEE MINIMUM SEPARATION TO FOR SHUTTERS INSTALLED WITHIN THE ELEVATION OF' BUILDING MEASURED SHUTTER. - (2)" MINIMUM "SEPARATION TO INSTALLED ABOVE 30' -O" ELEVATION MEASURED AT BOTTOM OF SHUTTER MINIMUM SEPARATION TO. GLASS GLASS SCHEDULE FIRST 30' -0' AT BOTTOM OF FOR SHUTTERS - OF BUILDING, IS 3 ". Suft:DULE• LOCK JC Impact Shutters & Glass, Inc . (ASSA MEMBER if 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 SHUTTER W/ ONE , SHUTTER SPAN INSTALLAT1CR W/ SYMMETRICAL CENTEP_MOTES INSTALLATION W/ QQPQS)j`lo CENTERMATES 105' OR LESS - - 3 VT U' - 4' >105" TO MAX. ALLOWED 3 7/ 4■ MINIMUM SEPARATION TO GLASS SCHEDULE; SHUTTER W/ ONE LOCK & TWO LOCKING RODS OR wITH ONLY TWO LOCKS SHUTTER SPAN INSTALLATION W/ SalMlZB)SA. CENTERMATES INSTALLATION W/ 9PPOSING' CENTERMATES 105' OR LESS 2 3/4" 3 3/16' >105 TO MAX. ALLOWED 3 1/4" 3 1/4" INSTALLATION LEGEND JC Impact Shutters & Glass, Inc . (ASSA MEMBER if 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 CONCRETE & MANSORT (SHEETS 5 & 6) WOOD (SHEETS 13 & 14) WALL MOUNTING # 1, 2, 3 & 4 1 1W,, 2W, 3W, 4W. 5W & 6W FLOOR /CEILING MOUNTING # 5, 6, 7 & 8 1 8W, 9W & 10W PRODUCT REVISED as complying with the Florida Raiding Code - Acceptance Na.• • '23 JC Impact Shutters & Glass, Inc . (ASSA MEMBER if 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY . ACCORDION SHUTTER SYSTEM '- � 1L c o IN�. Eipira ion Date • ncLy , TILLIT TESTING & ENGINEERING COMPANY 6 5 N.W. 36th. St.. Ste. 211, V I RGI GARDENS, FLORIDA 33168 Phone : (305)811 -1530 . Fax : (305)4571 -1531 e -mail: tilteco ®aol.com ES- 0006719 WALTER A. TILLIT Jr. P. E. FLORIDA Uc. # 44167 �� Na DESCRIPTION DATE SCALE: ` ' -r �_ 4. _ 1 DATE: 9/22/04 Rt ami Dade " Control Di% isioa AAIAIv1I -nnnR rn1 1NTY 2 DRAWING No 04� 9 SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE 3 4 s SHEET 9 OF .14_ ..Y. �._.�.. r.-... N 1 , * NOTES; (1) L +: MAXIMUM ALLOWABLE SPAN FOR A GIVEN POSITIVE DESIGN LOAD. L -: MAX. ALLOWABLE SPAN FOR A GIVEN NEGATIVE DESIGN LOAD. - (2) PROCEDURE DETERMINE- MAXIMUM - SPAN - FOR -- WALL MOUNTINGS OR FLOOR /CEILING: GIVEN A POSITIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN "L +' FROM SCHEDULE. GIVEN A NEGATIVE DESIGN LOAD, DETERMINE MAXIMUM SPAN 'L -' FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM DETERMINED SPAN BETWEEN 'L +" AND "L - ". (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BETWEEN WALL W/ FLOOR /CEIUNG MOUNTINGS: FOR A GIVEN POSITIVE DESIGN LOA): DETERMINE: Lt += MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 += MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE DESIGN LOAD: DETERMINE: L1 -= MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2 - MAX. SPAN FOR FLOOR /CEIUNG MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BETWEEN 11 + "l2 +', 11 -" AND "L.2 • (4) GO TO ANCHOR SCHEDULE WfH FINAL MAXIMUM ALLOWABLE SPAN AND NEGATIVE DESIGN LOAD TO DETERMINE MAXIMUM ANCHOR SPACING. ♦ MAXIMUM SHUTTER SPAN "L +' OR "L -" FOR INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 105 psf. DESIGN LOAD. t CORNER CENTERMATE 13 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION 12 NOTE /5, SHEET 4 OF 14. F.B.C.(High Velocity Hurricane Zone) CONCRETE ANCHOR 0 18" OTC. (LOCATE AT EITH R SIDE OF K ) L_ 1/2" MIN. #10x1 /2" S.S. S.M.S. 0 16" O.C. �! �' ' EQ 1 1 EQ _ _ l -- REQUIRED EXISTING GLASS 2" MIN. / MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 4 OR © OR © OR ® OR ® +0ORO END CONNECTION DETAIL° END CONNECTION DETAIL POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) By hi! mi Dad Division 1/16 "x3' MAX. (6063 -T6) CONT. ALUM. CLOSER PLATE. (LOCATE AT EITHER SIDE OF 0) PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No O 0 23 .01 Eapir{tion Date, MIAMI —DADE COUNTY #10x1/2" S.S. S.M.S. 0 16" O.0 SEE DETAIL X FOR SIDE CONNECTION TO TRACKS 7 act Control 1 MN,� —F OR ©OR ®OR® OR ® +OOR O END CONNECTION DETAIL / #10x1/2" S.S S S.M.. 0 12'. O.0 CONCRETE ANCHOR 0 12' 0.C. 2" MIN. EQ SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE 7 - POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED MIN. SEPARATION TO GLASS (SEE SCHEDULE 1/2" MIN. ON SHEET 9) r _ 1/2' MIN. _ 13LUUS « LL KtUUIKtU EXISTING CLASS - MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) SEE DETAIL X FO SIDE CONNECTION TO TRACKS EXISTING GLASS r 1 OR ©OR ®OR® OR® +OORO END CONNECTION DETAIL® (2) #14x1 3/4' HV PIN. oR ©oR ©oR® END CONNECTION DETAIL ® oR ORQOO�oR� OR ® +OORO ® O O EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 1/2" • USE 1 OR 2" MAX. (AS APPUCABLE)x2 "x1 *x0' -2' ALUMINUM CUP ANGLE (6063 -T8 ALLOY) AT MIDHEGHT W /(1) #10x1 /2" S.M.S. TO ® & (2)1/4"0 TAPCONS ANCHORS TO WALL AT 1' O.C. (LOCATE AT EITHER SIDE OF ® ) OR ©OR ®OR® OR® +OOR ® PLAN SEE DETAIL X FO SIDE CONNECTION TO TRACKS OR© OR ®Ok® OR ® +OOR END CONNECTION DETAIL 1 • REQUIRED ONLY FOR SPANS GREATER THAN 12 -0" (2) #14x1 3/4' HV PIN. • VIEW Y EXISTING GLASS T MN. SEPARATK)N TO GLASS (SEE SCHEDULE ON SHEET 9) OR© OR ®OR OR ® +OORO DETAIL X F.B.C.(High Velocity Hurricane Zone) IILIEC0.NC. ILLIT TESTING & ENGINEERING COMPANY 5 N.W. 36th. St. Ste. 217. VIRGIN.A GARDENS. ROR10A 33166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e — mail: tilteco ©aoLcom EB- •0006719 WALTER A TILUT Jr. P. E. FLORIOA Uc. f 44187 JC Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 ® 2003 EASTERN METAL SUPPLY, INC. OERTHAT,w HIGH VELOCITY ACCORDION SHUTTER SYSTEM. REV. No 1 2 3 4 5 6 DESCRIPTION DATE SCALE: 3/8 DATE: 9/22/04 DRAWING No 04 -119 SHEET 5 OF 14 IOUT 2 (6063 —T8 ALLOY) ALUM. ANGLE W /(2) 1/4'0 TAPCON ANCHORS TO CONCRETE (TOP /BOTTOM) & (4)I10x1/2" S.S. S.M.S. TO TUBE AT EACH ANGLE. (TTP) EXISTING GLASS MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) L N N 90' IN OPTIONAL (INTERIOR) OUT SYMMETRICAL CENTERMATES W/ LOCK ©* * 1 OR OR ®OR® 1/2' o ©©® N O OCR[ k-GLLASS G #10x3/4" S.S. S.M.S. 0 12' O.C. FULL LENGHT. SECTION 12 AT CORNER CENTERMATE #3 PRODUCT REVISED as coropbing with the Florid* Balding Code Acceptance No 0 Expire ion Date Z3•ol By Mia ' Dade Division 0• • wow uct Control MIAMI —DADE COUNTY EXISTING GLASS 01 OUT (EXTERIOR) 3 1/4 0 SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE 7' SYMMETRICAL CENTERMATES W/ LOCK R ® SECTION 12 OPTIONAL (INTERIOR) ALTERNATE SECTION 12 AND ALTERNATE LOCK q.). ON SHEET 4. IN IILIEc0INC. TILLIT TESTING & ENGINEERING COMPANY N.W. 36th. St, Sta. 217, 1/021.1'61 GARDENS, FLOE QA 31166 Phone : (305)871 -1530 . Fax : (305)871 -1531 e — moil: tiitecodaol.com EB- 0006719 WALTER A. 11WT Jr. P. E. FLORIDA Uc. 1 44187 EXISTING GLASS 6 1/2" OUT OR MIN. SEPARATION O GLASS R (SEE SCHEDULE ON SHEET 9) O L'% = OUT 6 1/2" MAX. SLACK SECTION 12 AT SLACK DETAIL OF APPLICABLE) F.B.C.(High Velocity Hurricane Zone) Jc Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 7 EXISTING GLASS • SEE END WALL CONNECTION DETAILS ON SHEETS 6 & 14 ® 2003 EASTERN METAL SUPPLY, INC. BERTHATM HIGH VELOCITY ACCORDION SHUTTER SYSTEM SCALE: 3/8 ° =1 1 DATE: 9/22/04 2 DRAWING No 3 04 -119 REV. No 4 DESCRIPTION MIN. SEPAR„fGN TO GLASS (SEE SCHEDULE ON ShEEi 9) — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED GATE EXISTING GLASS COSTING GLASS- © + O EDGE OF SLAB IF APPLICABLE POURED CONCRETE REQUIRED • POURED CONCRETE REQUIRED ALTERNATE ANCHOR LOCATION r 41 ,V 4 rdr A: " APAdff t- MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) 0 "' •, 3/8 MIN. ; I I _i Vj!J ® CEILING MOUNTING INSTALLATION MIN. SEPARATION -- 4 TO GLASS (SEE SCHEDULE ON SHEET 9) D.• CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) PRODUCT REVISED as complying with the Florida Belding Code Acceptance No 0 0 ` Z Eapir {tion Date By MZiai lliv AAIAAAI —nnnF L nt INTY EDGE OF SLAB IF APPLICABLE #10x3/4' HEX WASHER HEAD TEK SCREWS 0 12' O.C. CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) D.* EDGE OF SLAB IF APPLICABLE SEA 2 2 2004 P.E. SEAL /SIGNATURE /DATE I14x3/4' S.S. HEX HEAD TEK SCREWS 0 9' O.C. OR 1 /4'm -20 S.S. M.S. W/ NUT 0 9' O.C. t THIS INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT OR ENTRANCE EXISTING GLASS --+ IILIEc0INC. TILLIT TESTING & ENGINEERING COMPANY N.W. 36th. SI, St& 217. VIRGINIA GARDENS. Fl QR1OA 33168 Phone : (305)871 -1530 . Fax : (303)871 -1531 e —mail: tiltecoflaoLcom EB- 0006719 WALTER A. T1LL.IT Jr. P. E. FLORIDA Uc. f 44167 MIN. SEPARATION TO GLASS I m (SEE SCHEDULE ON SHEET 9) POURED CONCRETE REQUIRED ® WALK -OVER MOUNTING INSTALLATION 0 ISM MIN. SEPARATION TO GLASS I— (SEE SCHEDULE ON SHEET 9) EXISTING 1 GLASS --I N • N 0.* FIAT HEAD CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) a POURED CONCRETE REQUIRED E. D.* ® FLOOR MOUNTING INSTALLATION t ® FLOOR MOUNTING INSTALLATION t INSTALLATION DETAILS JC Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 EDGE OF SLAB IF APPUCABLE CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 11) EDGE OF • SLAB IF APPLICABLE 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2- MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E. D. EDGE DISTANCE (SEE NOTES & SCHEDULE ON SHEET 1 1) F.B.C.(High _Velocity Hurricane Zone) CI 2003 EASTERN METAL. SUPPLY, .INC. BERTHAN HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No 1 2 3 4 5 DESCRIPTION OATE SCALE: 3/e' . 1- DATE: 9/22/0 DRAWING No SHEET 6 OF 14 POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS--1 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 01 WALL MOUNTING INSTALLATION K 0 MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) A A ,. I re R DOSING NG GLASS 1 03 WALL MOUNTING INSTALLATION CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) PRODUCT REVISED as complying with the Florida Braiding Code Acceptance No Ex pir Lion • •0 1 3tc . �� By t yrriell • Miami Dade j +oat Coats! Division KAIAKLl -nnnl= rni INTV INSTALLATION DETAILS SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE POURED CONCRETE REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED EXISTING GLASS --1 EXISTING GLASS --; /II.UEco INc. TILUT TESTING & ENGINEERING COMPANY 5 N.W. Stith. St. Ste. 217, VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tiltecoOaol.com EB- 0008719 WALTER A. T1WT Jr. P. E. FLORIDA tic. 1 4-4167 Ott JI:NtUULt UN SHEET 10) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) MIN. SEPARATION TO GLASS (SEE SCHEDULE ON SHEET 9) EQ w EQ E NCRETE ANCHORS (SEE SCHEDULE ON SHEET 10) 1/4'0- 20x3/4' S.S. MACHINE SCREWS USING 1/4' -20 NUTS 0 12' 0.C. 1' Min. 20 WALL MOUNTING INSTALLATION 1 Min. 0 0 r 1/4"0-20x3/4- S.S. PHILLIPS TRUSS HEAD MACHINE SCREWS USING 1/4' -20 NUTS 0 12" 0.C. ® WALL. MOUNTING INSTALLATION JC Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 nvic rvn wrnvnwa.vn v. 1— SEE SHEET 3 FOR TYPICAL SHUTTER ASSEMBLY 2— MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * E. 0. = EDGE DISTANCE (SEE NOTES dt SCHEDULE ON SHEET 11) F.B.C.(High Velocity Hurricane Zone ® 2003 EASTERN METAL SUPPLY, INC. 6ERTHATM NIGH VELOCITY ACCORDION SHUTTER SYSTEM OESCRIPIION DATE SCALE: .3/Er 1 DATE: 9/22/04 2 DRAWING No 04 -119 QEY. No 3 4 5 SHEET SEE SCHEDULE) O O o © O 2 1/3 OF SHUTTER ,SPAN FOR INSTALLATIQNS (2) HV LOCKS 1 1j J / --ci ORg • 1 1/2 OF SHUTTER SPAN FOR INSTALLATIONS j NOTES ON LOCKING RODS CL LOCK 691 AND ALTERNATE l LOCK: 1. IANDATORY CONDITION ONE HV LOCK SHALL BE USED FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO © OR ® CENTERMATES W /(2) 1/4 x 1/2" FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SI R ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES #1 Sc #2 ON SHEET 9. 1l •I•. :l • ...O: •N •►•11•► • •. Z• : 2. FLOOR/COUNG INSTALLATIONS); TWO HV LOCKS ® OR ONE HV LOCK ® W/ TWO LOCKING RODS © AT TOP Se BOTTOM SHALL BE USED FOR ANY SPAN AND INSTALLATION AT ANY ELEVATION. HV LOCK ® SHALL BE ATTACHED TO © OR ® CENTERMATES INMATES W SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK /LOCKS AS APPUCABLE SHALL. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 9. 3. OPTIONAL CONDFf1ON 11 (VALID ONLY WHEN MANDATORY CONDITION 11 IS VSED); IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES © OR ® SHALL BE AS INDICATED ON NOTE (1) ABOVE. LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. OPTIONAI S'ONnF*1ON #? (VAI In ONI Y WHFN MANDATORY COMMON 11 OR LIMITFO MANDATORY CONDMON #2 IS USED W/TWO H.Y. LOCKS); LOCKING RODS Q ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS © OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. MANDATORY CONDITION 12; ONE HV LOCK ® SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK ® SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO ® CORNER CENTERMATE W /(2) 1/4 "0 -20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS 0 AT TOP & BOTTOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 9. 6. : 1 :1.. I • ..:.I. •:a ton.. ( • • I. •: £.1' • ONE ALTERNATE LOCK 4.4AY, BEP_ USED IN 1JE 3 k1V �O ,e1) - OE3 SPAN AND INSTALLATIONS AT ANY ELEVATION. ALTERNATE 'LOCK - MAY - BE USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF 1/4'0- 20x3/4" S.S. THUMBSCREW TO @I OR (gCENTERMATES SHALL BE MADE W/ 1/4 "0- 20x3/4" ALUM. RIVNUT AS ,SHOWN ON ALTERNATE SECTION 12, SHEET 7. PRODUCT REVESED as complying with the Florida Bolding Code Acceptance No o E3pi atio Date 0 By A.. .a Miami D • 'duct Control Division 7 MIAMI —DADE COUNTY SEP 2 2 2004 P.E. SEAL /SIGNATURE /DATE TILUT TESTING & ENGINEERING COMPANY 65• • N.W. 36th. St, S. 217, VIRGINIA GARDENS. FLORIDA 33165 Phone : (305)871 -1530 . Fox : (305)871 -1531 e —mail: tiltecoCool.com E8- 0006719 WALTER A. TIWT Jr. P. E. FLORIDA Uc. ; 1 44167 ©R © oR OR I ark A lit ®ORO +O0R O +O°" QO +O UNLIMITED WIDTH TYPICAL SHUTTER ELEVATION JC Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 REY. Na t 2 4 5 DESCRIPTION OF CORNER CENTERMATE F.B.C.(High Velocity Hurricane Zone) - 0 2003 EASTERN METAL SUPPLY, INC. 6ERTHATM VELOCITY ACCORDION SHUTTER SYSTEM DATE SCALE :AS . SHOWN DATE: 9/22/04 DRAWING No 04 -119 SHEET 4 OF 14 l 1/4'- 2Cx1/2' FLAT HEAD S.S.M.S. (2 TYP.) Q LOCKING ROD (SEE NOTES ON SHEET 4) PLASTIC HEAD MOLDED TO SCREW 1/4' II-20 S.S. OR 3/8'4 -16 ACETAL THUMI3SCRENS. (SEJE DETAILS) 1/4' -20 THREADED 1/4 0-20 x 3/4" S.S. THUMBSCREW DIE CAST HOUSINC ENAMEL BAKED PAINTED .818' ® ALTERNATE LOCK (TO HY LOCK n (SEE- NOES ON SHEET 4) /8 "0 -16 ACETAL THUMBSCREWS 80' BEFORE RIVETING BRASS CYLINDER & KEYS (CHROME PL ATED) H.V. LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) 1/4"0-20 RIVNUT* AFTER RIVETING PRODUCT REVISED as complying with the Florida Balding Code 0 23.0 Acceptance No 0 fa Expiration Date • i By •• al. • Miami Dade .f dud Control Division 1/4" 0 -20 S.S. THUMBSCREWS *:SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 1 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORNN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. SEP - 2 2004 - WHEEL ASS EM BLY AT EVERY OTHER KNUCKLE 12 SHORT RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN IILIE.coINC . AT WASHER #1 LONG RECESSED NYLON BUSHING. HV ACCORDION PIN ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" WHEEL CARRIAGE DETAIL N.T.S. TILLIT TESTING & ENGINEERING COMPANY 63_f. 360. SL, Sta. 217, VIRGNA GARDENS. Fl_ORIOA 33166 Ptrone : (305)871 -1630 . Fax : (305)871 -1531 e — mail: tiiteco ®aol.com EB- 0006719 WALTER A 11LUT . Jr. P. E. NYLON BUSHING. 114x2 3/4" N.V. ACCORDION PIN ' 1 W/ /8 HEAD i 1 I 0.188'0 AISI 302 SERIES S.S. RIVETS AISI .302 SERIES S.S. WHEEL CARRIAGE 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fox: (305) 889 -1983 a N M N ' n II 14x2 3/4" N.V. ACCORDION PIN W/ /8 HEAD JG Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) L - x. 315 0 1 4x2 3/4 " H.V. ACCORDION PIN w/ 18 HEAD 13 NYLON HAT WASHER 0.870 "x3/10' THICK NYLON WHEEL #2 SHORT RECESSED NYLON BUSHING 11 LONG RECESSED NYLON BUSHING #14x2 3/4" H.V. ACCORDION PIN W/ 18 HEAD 11 LONG RECESSED NYLON BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C,(High Velocity Hurricane Zone ® 2003 EASTERN METAL SUPPLY, INC. BERTHAn HIGH VELOCITY ACCORDION SHUTTER SYSTEM 2:v. Na 2 3 4 DESCRIPTION CATE SCALE: 3/8 " =1 DATE: 9/22/04 DRAWING No 04-119 SHEET AC 11 V 0 BLADE l 1/4'- 2Cx1/2' FLAT HEAD S.S.M.S. (2 TYP.) Q LOCKING ROD (SEE NOTES ON SHEET 4) PLASTIC HEAD MOLDED TO SCREW 1/4' II-20 S.S. OR 3/8'4 -16 ACETAL THUMI3SCRENS. (SEJE DETAILS) 1/4' -20 THREADED 1/4 0-20 x 3/4" S.S. THUMBSCREW DIE CAST HOUSINC ENAMEL BAKED PAINTED .818' ® ALTERNATE LOCK (TO HY LOCK n (SEE- NOES ON SHEET 4) /8 "0 -16 ACETAL THUMBSCREWS 80' BEFORE RIVETING BRASS CYLINDER & KEYS (CHROME PL ATED) H.V. LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) 1/4"0-20 RIVNUT* AFTER RIVETING PRODUCT REVISED as complying with the Florida Balding Code 0 23.0 Acceptance No 0 fa Expiration Date • i By •• al. • Miami Dade .f dud Control Division 1/4" 0 -20 S.S. THUMBSCREWS *:SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 1 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORNN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. SEP - 2 2004 - WHEEL ASS EM BLY AT EVERY OTHER KNUCKLE 12 SHORT RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN IILIE.coINC . AT WASHER #1 LONG RECESSED NYLON BUSHING. HV ACCORDION PIN ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" WHEEL CARRIAGE DETAIL N.T.S. TILLIT TESTING & ENGINEERING COMPANY 63_f. 360. SL, Sta. 217, VIRGNA GARDENS. Fl_ORIOA 33166 Ptrone : (305)871 -1630 . Fax : (305)871 -1531 e — mail: tiiteco ®aol.com EB- 0006719 WALTER A 11LUT . Jr. P. E. NYLON BUSHING. 114x2 3/4" N.V. ACCORDION PIN ' 1 W/ /8 HEAD i 1 I 0.188'0 AISI 302 SERIES S.S. RIVETS AISI .302 SERIES S.S. WHEEL CARRIAGE 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fox: (305) 889 -1983 a N M N ' n II 14x2 3/4" N.V. ACCORDION PIN W/ /8 HEAD JG Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) L - x. 315 0 1 4x2 3/4 " H.V. ACCORDION PIN w/ 18 HEAD 13 NYLON HAT WASHER 0.870 "x3/10' THICK NYLON WHEEL #2 SHORT RECESSED NYLON BUSHING 11 LONG RECESSED NYLON BUSHING #14x2 3/4" H.V. ACCORDION PIN W/ 18 HEAD 11 LONG RECESSED NYLON BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C,(High Velocity Hurricane Zone ® 2003 EASTERN METAL SUPPLY, INC. BERTHAn HIGH VELOCITY ACCORDION SHUTTER SYSTEM 2:v. Na 2 3 4 DESCRIPTION CATE SCALE: 3/8 " =1 DATE: 9/22/04 DRAWING No 04-119 SHEET AC 11 B AE l 1/4'- 2Cx1/2' FLAT HEAD S.S.M.S. (2 TYP.) Q LOCKING ROD (SEE NOTES ON SHEET 4) PLASTIC HEAD MOLDED TO SCREW 1/4' II-20 S.S. OR 3/8'4 -16 ACETAL THUMI3SCRENS. (SEJE DETAILS) 1/4' -20 THREADED 1/4 0-20 x 3/4" S.S. THUMBSCREW DIE CAST HOUSINC ENAMEL BAKED PAINTED .818' ® ALTERNATE LOCK (TO HY LOCK n (SEE- NOES ON SHEET 4) /8 "0 -16 ACETAL THUMBSCREWS 80' BEFORE RIVETING BRASS CYLINDER & KEYS (CHROME PL ATED) H.V. LOCK/ EGRESS H.V. LOCK (SEE NOTES ON SHEET 4) 1/4"0-20 RIVNUT* AFTER RIVETING PRODUCT REVISED as complying with the Florida Balding Code 0 23.0 Acceptance No 0 fa Expiration Date • i By •• al. • Miami Dade .f dud Control Division 1/4" 0 -20 S.S. THUMBSCREWS *:SERIES 9444 ALUMINUM (2024 —T3 ALLOY) LARGE FLANGE THIN SHEET NUTSERT, PART 1 0820, AS MANUFACTURED BY AVDEL CHERRY TEXTORNN, PARSIPPENY, NEW JERSEY 07054 OR EQUAL. SEP - 2 2004 - WHEEL ASS EM BLY AT EVERY OTHER KNUCKLE 12 SHORT RECESSED NYLON BUSHING. HV ACCORDION PIN HV ACCORDION PIN IILIE.coINC . AT WASHER #1 LONG RECESSED NYLON BUSHING. HV ACCORDION PIN ACCORDION PIN TYPICAL SHUTTER ASSEMBLY SCALE: 3/8" = 1" WHEEL CARRIAGE DETAIL N.T.S. TILLIT TESTING & ENGINEERING COMPANY 63_f. 360. SL, Sta. 217, VIRGNA GARDENS. Fl_ORIOA 33166 Ptrone : (305)871 -1630 . Fax : (305)871 -1531 e — mail: tiiteco ®aol.com EB- 0006719 WALTER A 11LUT . Jr. P. E. NYLON BUSHING. 114x2 3/4" N.V. ACCORDION PIN ' 1 W/ /8 HEAD i 1 I 0.188'0 AISI 302 SERIES S.S. RIVETS AISI .302 SERIES S.S. WHEEL CARRIAGE 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fox: (305) 889 -1983 a N M N ' n II 14x2 3/4" N.V. ACCORDION PIN W/ /8 HEAD JG Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) L - x. 315 0 1 4x2 3/4 " H.V. ACCORDION PIN w/ 18 HEAD 13 NYLON HAT WASHER 0.870 "x3/10' THICK NYLON WHEEL #2 SHORT RECESSED NYLON BUSHING 11 LONG RECESSED NYLON BUSHING #14x2 3/4" H.V. ACCORDION PIN W/ 18 HEAD 11 LONG RECESSED NYLON BUSHING ASSEMBLY LAYOUT N.T.S. F.B.C,(High Velocity Hurricane Zone ® 2003 EASTERN METAL SUPPLY, INC. BERTHAn HIGH VELOCITY ACCORDION SHUTTER SYSTEM 2:v. Na 2 3 4 DESCRIPTION CATE SCALE: 3/8 " =1 DATE: 9/22/04 DRAWING No 04-119 SHEET AC 11 X Y t 1' 1' 0.062' 1' 2' 0.062' 2' 2' 0.062' 2" 3' 0.062' 2' 4" 0.062' 2" 5' 0.062' X Y t 2' 2' 0.125' 3' + 3' 0.090' m N m HY BLADE # 1 COVERED UNDER US PATENT # 5458179 .123'.. ®HD 2" (Max.) 13/0 HEADER /SILL # 2 VARIES 2" Max (- .093" VARIES 2' 1.918' 1.936' 3.228' 3.529' .085' (Tv.) 4.897' 093' b O r 75' ® H.Y. 2" (Max.) DIRECT MOUNT r 1.500' Div ADJ. ADAPTER W /UP By Dade Division .250' TYP. PRODUCT REVISED to complying with tae Fluids Balding Code Acceptance No 04,^ Expiration Date act Control .01 t" 1 • it • 1 1 1 n . .1'" n r% l 1 . VT's., 0 HV CEILING HEADER # 1 3.000' 0 3" FLOOR ANGLE 3.558' 670• 2.228' 0.72' 3.226' ®FiV ADJ. TRACK ®HY CENTERMATE # 1 (SELF MATING) ,.,125' TYP. VARIES FROM 2.000' TO 5.000' 0E1.0. WALL ANGLE SEP 2 2 2004 n r cCAI /cirAIATI IR1= /fATF . N 0 0 0.72' © HV 1" (Max.) B/O HEADER /SILL 4 1 IILIECO 114c. TILLIT TESTING & ENGINEERING COMPANY 659 N.W. 36th. St, Ste. 217. VIRoiNMA GARDENS, FLORIDA 33166 Phone : (303)871 -1530 . Fax : (305)871 -1531 e -mail: tiitecog0ol.com 0 -0006719 WALTER A. T11..t1T Jr. P. E. n nouns I In. 1 44187 @yY WALK-OVER TRACK )M HV FLOATING CENTERMATE # 2 ()SIDE ANGLE >. X Jc Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 0 .093' 3 4 6 870 c � •. 3.529' ©HD CEILING HEADER /SILL # 2 (1) HV 94'/113 STA I R .093' o 0 )X HV CORNER CENTERMATE # 3 • • m ()CORNER POST F.B.C.(High Velocity Hurricane Zone © 2003 EASTERN METAL SUPPLY. INC. BERTHAN HIGH VELOCITY ACCORDION SHUTTER SYSTEM REV. No DESCRIPTION DATE SCALE: 3/8' = 1 4. 1 DATE: 9/22/04 DRAWING No 04 -119 SHEET 2 OF' 14 titty ttvv.. nv I Col; 1. BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT APPROVAL DOCUMENT (P. A. D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING CODE. THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1619 OF THE ABOVE MENTIONED CODE. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.A.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Kj USED IN THEIR ANALYSIS. BERTHA HIGH VELOCITY ACCORDION SHUTTER SYST6)+A'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1606.1.4 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS #0214.01 -03 AND #0715.01 -03 AS PER TAS -201, TAS -202 AND TAS -203. 2. HIGH VELOCITY (H.V.) ACCORDION PIGS, USED AT BLADE'S KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE # 14 x 2.75" AND #14 x 1.75" RESPECTIVELY, 410 —HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD POINT AND 180 ksi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA H.V. DACROSHIELDO COATING SYSTEM AS MANUFACTURED BY GEORGIA METAL COATINGS COMPANY. PINS MUST BEAR THE H.V. MARKING ON THEIR HEAD. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063 —T6 ALLOY AND TEMPER, WITH Fy - 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH. 5. BOLTS TO BE ALUMINUM ASSOCIATION 2024 —T4 ALLOY AND TEMPER, ASTM A -307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH.' 6. SEE SHEETS 10, 11 AND 12 FOR ANCHORS SPECIFICATIONS. 7. THIS BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM IS PATENT PENDING. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE QRr:IN PART BY U.S. PATENT ISSUED TO.EASTERN METAL SUPPLY, INC. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL /CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND /RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 9. EACH UNIT MUST BEAR A PERMANENT LABEL A VISIBLE PLACE WIT WARNING NOTE INSTRUCTING THE TENANT OR HOME OWNER THAT THE H.V. LOCK W OR ALTERNATE LOCK 1J MUST BE PROPERLY LOCKED DURING PERIODS OF HURRICANE WARNING. FOR EGRESS CONDITIONS, AN INSIDE HV LOCK (WHERE KEY MUST REMAIN IN THE LOCK), AN INSIDE ALTERNATE LOCK ® , OR AN EGRESS H.V. LOCK SHALL BE USED. 10. SHUTTER'S MANUFACTURER STAMP SHALL BE PLACED ON THE EXPOSED SURFACE OF THE CENTERMATE "Oa OR " w • - ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABEL SHALL READ AS FOLLOWS: AMERICAN SHUTTER SYSTEMS ASSOCIATION INC. WEST PALM BEACH,_ FL-. MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED. MIAMI —DADE COUNTY SEP222004 P.E. SEAL /SIGNATURE /DATE 11. BERTHA HIGH VELOCITY ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 13 APPLIED TO. 12. (a) THIS PAD. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.A.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.A.D., PROVIDED HE /SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. - (c) THIS P.A.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (P.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.A.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.A.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. PRODUCT REVISED u complying with the Florida Balding Code Acceptance No 0 041-44: , o / Expi ti' Date By, _... , i - Miami Dad -el. , uM rol ' T - T.. ;. Di rfsi oa r ; 1 itIECO ANC. TILLIT TESTING & ENGINEERING COMPANY 659 • .W. 36th. St.. Ste. 217, VIRGINW GARDENS. FLORIDA 33166 one : (305)871 -1530 . Fax : (305)871 -1531 e —mail: tilteco ®aol.com EB- 0006719 WALTER A. TIWT Jr. P. E. fLORCA Lic. f 44167 JC Impact Shutters & Glass, Inc. (ASSA MEMBER # 43) 9465 N.W. 109 St. #107 Medley, Florida, 33178 Phone: (305) 863 -2727 Fax: (305) 889 -1983 © 2003 EASTERN METAL SUPPLY, INC BERMAN H I G H VIE ACCORDION SHUTTER REY. Naj 2 3 4 5 6 DESCRIPTION DATE F - .B. C.(High Velocity Hurricane Zone) LO C ITY SYSTEM _ SCALE: DATE: 9/22/04 DRAWING No 04 -119 SHEET 1 OF 14