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SHUTTERSApplication is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the building . pr other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Vi llage, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regula- .tions of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy /! approved plans ".. and specifications must be kept at building during progress of the work. `Owner's Name and Address " Registered Architect and /or Engineer Name and address of licensed contractor Locati �n le / ddyc 'ption of lot to built on: • Lot �CS�! "?'� ^�' Block�e Sub ivision�l•' e c / ` • �, �� Street and Number where work is to be done 1 � " ' f✓ State work to be done and purpose of building (by floors) and for no other purpose. New Building______ _! �__ Remodeling____ �__ Addition_ ____..r �__ Repairs__________ _________ No. of Stories_ ________ To be construct of_ — Kind of foundati n_ Roof Covering Estimated Total cost of improvements $--- r c� __—__— _7._ce''- It amount of Permit $__J = — c Zone cubage required /1 m a 0 - Plan Cubage �0 A6 ? 7 r Distance to next nearest building Size of Building Lot 7 • �� "�� Maximunf live load to be borne by each floor I hereby u it a the plans and specifi Lions for said b ilding. All notiith reference to the building and its construction may be sent to 'w ^ / a J 0 'Y t 1 • 1— a..._. a The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for insp ion on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such ol}cotors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks STATE OF FLORIDA, COUNTY OF DADE. ss. Permit No._ __ Date Disapproved Date (Signed) Chairman Member Member Council Approved— MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Building Inspector PLANNING BOARD_ (Signe Date_ Street Before me, the unde • authority, a notary public, • ly au ho . zed to . mister oaths and take acknowledgments, personally appeared to m well known, om, upon oath deposes and says that he is the__ er342:20- and who, being by me first duly of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him 07 re rue. Read, Sww• • Subscrib • before _( ota S@a'te y of 'Flori hr P" � n � � y Coi'tssion Expires 5/ 7 Member . Member Member Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and/or workmanship. Mortgagor Square Ft. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE ON\ Date .3/3/9q Job Address 3 /1/4-).- W Tax Folio / I-3.2 _ 06— 0I3 - 1/ 3 y3 Legal Description / l ri4 m/ 5 o e Sec t, A mD / S3 V(L s Historically Designated: Yes No / Tenant 7A (k 5 k 1E w Master Permit # `7 y Cfs 6 Owner's Address S A) E 98 -' 3 At 4 sieReS, Fl • 33 /Phone Contracting Co. ACC grou/aa rtclQ 0 tc 64-ns9.__ Address t W • fM c. /V'R b kJ. ,T LAupprik, � F Qualifier 4 (I * V A I Y `e (3 - e— SS# Phone ` t/4'33cD State # Municipal # Competency # CG C y63 f C. Co. Address G YV ►'^Q Ke, ,JA • /A M r SPN f F/ 33/le Address 4001 /Engineer KP>uZeut elk ol- -ASSb Bonding Company /0/64- 4/1 Permit Type (circle on : BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIP'T'ION U/'V 517+t( Wu 12 a (co Me I‘ CreN7 ti,S WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. EXPIRES NOV 10,1999 s / : . A l °F ) / . Ar , _ Not as to Own! d/or Condo President Date ssJt . 'P4 LOCI(ARD ii Co COMMISSION # CC 497558 ',` A z EXPIRES NOV 10, 1999 11.0F BONDED THRU Iv ATLANTIC BONDING CO., INC. FEES: PERMIT 1 I 1 RADON V 7 -q9 99 Address Estimated Cost (value) 2 ( 57' C.C.F. 1/ 0 NOTARY BOND TOTAL DUE -..i -, ss� ' .,. G• nb ord9j�. Notary as to C tractor or Owner- f3ui1m.yj� o o N Date My Commission Expires: J % eq l ' ; f, ' APPROVED: Zoning Building 1 4 91 Electrical Mechanical Plumbing Engineering All BROW D. t U'RRICANE P Our Rcputrxlcvn Is Our Strength To Whom It May Concern: PERMIT AUTHORIZATION Date :4 L T Customer :c5 1:44 / 1444-1 re rtg. Address: /4 /4-„Zl 606,016j FL* 3 3 f3 Establisher/15)14 , I herby authorize BROWARD HURRICANE PANEL CO. to act as my agent for the purpose of securing a BUILDING PERMIT for. the instillation of the items specified in the attached contract. this'authorization permits BROWARD HURRICANE PANEL CO. , to sign the BUILDING PERMIT APPLICATION and OWNERS AFFIDAVIT (if required by the municipality) as owner's agent and shall not be construed to represent any other agency relationship. 'I further understand that BROWARD HURRICANE PANEL :CO. is respcnsible for payment for the direct costs associated with obtaining a BUILDING PERMIT for the work specified in the attached contract. Signed: Witnes Atli ;;Y ,, Marcia G. Lawrence = MV COMMJSStON # CC656606 EXPIRES la • = June 17, 2001 �:. BONDED - NNW INDY fA1N INSURANCE INC. a'iF, Lep ALL } BROWAREY :HURRICANE PAN - I Our Repula:ioi. It;p v: Strenvi: Customer: 4X 4 P Address: • 5 _L - qr 61 City, State & 4 (4 (8.F < F1 3 /c3 JOB DIAGRAM r--d sT /_ 4 S'7 (O /Y1 / m) ,¢ t - e F -t--o R 16-44 ca eV A Fes tictio 1-6§ a L.b ce e c2 frE D $-Roce O Doo 6-ri- Lief GPv 4 (\ 1 ;d n l a d 1 ,q / o "£�Lo ac w - 7i 1 2 ) )9 179 PERMIT PLOT PLAN 64 a Tkk. nat o-y3 Re(662 ro F's)/G C b-9xcp Shutter Type: Ro CT / 6 6-41_6 /V (Z-, I) ,5 EE Top of OpeninEs:Above Grade, All Less Than: 7 Building Width .& Depth: 6' xSL7 Prepared By: 9 ? FsX_8 bAt '7;9%2. -a+.9 Oar lorE 'ori 3 L9 P -SQ /9 'F/17 _ d'9 2 6 ( - T €ti[- y tt_ 67f3. ■ 5 - 6 iefA0 9 Mean Roof Height: 0 es,a r�. i l ir ,----,---0-/ :__ ____." e : , i s ‘7 i - 6 i.' 5A/6 Er•i_h_ E N b cilb , L i , C; / -6 i -61-„‘ 5" .5 „6 titr: I '' : 3Fx Ey) ii.r- I in ..1 5 )4 6 gs i -6 t-1/4-C - 6 1-C e/%1,13 E iNi b 6 h - , 1 ,3 rx ,5 ‹ ) 0 6 I /Ns: 1 64,_( - N.0 1 72)( t J 6 /S -- - t_ - 6 __- i I t 6 77g tc 1 1 , C1 ,--- 3KX5 4 45: 1 -6 i-s . •_ 11 . i 1 .-? 3 FX•c2 S: ( -6•/-,C -/•-,s'" Ex') . E ND ivo :( arx ii / V,c ( • — - /s 16P: 2 rx ,s13 ,s , 61._( C ND , . , f , , . : . .. _ _.. ...... .._.! ..... _____...._._......____......._._.. __. — ____ t r L/ • MAXIMUM DESI GN WIND LOADS <PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0-1 5 41 . 3 -43. 8 -56. 1 > 15 -20 44.8 -47.5 -60. 9 > 20 -25 47.8 -50.6 -64.9 > 25 -30 50. 3 -53.3 -68. 4 > 30 -40 54.7 -57.9 -74.2 > 40 -50 58. 3 -61. 7 -79. 1 > 50-60 61. 4 -65. 0 -83. 3 MAXIMUM DESIGN WIND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEI T POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone<4) NEGATI VE End Zone(5) NEGATI VE End Zone(5) 0 -15 � 43.2 9 11 -61. 5 M > 15 -20 49. 0 -52.0 -8 > 20-25 52. 2 -55. 4 -71. 2 > 25 -30 55.0 -58.3 -75.0 > 30-40 59. 7 -63. 3 -81. 4 > 40 -50 63.7 -67.5 -86.8 > 50 -60 67. 1 -71.1 -91.4 DESIGN WIND LOADS (PSF) TRI B. AREA > 20 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & <5) NEGATI VE I nt. Zone< 4) NEGATI VE End Zone(5) 0 -15 43.2 -45.9 -57.2 > 15 -20 46.9 -49.9 -62.1 > 20 -25 50.0 -53. 1 -66.2 > 25 -30 52. 7 -56.0 -69. 7 > 30 -40 57.2 -60.8 -75. 7 > 40 -50 60. 9 -64.8 -80. 7 > 50 -60 64. 2 -68.2 -85.0 DESIGN WIND LOADS (PSF) TRI B. AREA > 20 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 39.6 -42.0 -52. 1 > 15 -20 42. 9 -45.6 -56.6 > 20 -25 45. 8 -48.6 -60. 3 > 25 -30 48. 2 -51. 2 -63. 6 > 30 -40 52. 4 -55.6 -69.0 > 40 -50 55.8 -59.3 -73.6 > 50-60 58. 8 -62. 4 -77. 5 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone<4) & (5) NEGATI VE Int. Zone(4) NEGATI VE End Zone(5) 0 -15 40.6 -43.4 -51.4 > 15 -20 44.1 -47.1 -55.8 > 20-25 47. 0 -50. 2 -59. 5 > 25 -30 49.5 -52.9 -62. 7 > 30 -40 53.8 -57.4 -68.0 > 40-50 57. 3 -61. 2 -72. 5 > 50 -60 60.4 -64.4 -76. 4 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEI GHT POSI TI VE Zone(4) & (5) NEGATI VE I nt. Zone (4) NEGATI VE End Zone(5) 0 -15 37.2 -39. 7 -47.0 > 15 -20 40.4 -43. 1 -51.0 > 20 -25 43.1 -46.0 -54.3 > 25-30 45. 4 -48. 4 -57.2 > 30-40 49. 3 -52. 6 -62. 1 > 40-50 52. 5 -56. 0 -66. 2 > 50-60 55. 4 -59. 0 -69. 8 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. ROOF SLOPE, 0 > 1 0 ROOF SLOPE, 0 < 1 0 NOTES 1. TABULATED DESIGN WI ND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECI Fl CATI ONS FOR COMMENTS AND CLADDI NGS. TIE FOLLOWI NG DESIGN CRITERIA ARE USED A. MEAN ROOF HEI GHT LESS THAN OR EQUAL TO 60 FEET. B. BAST C VI ND SPEED 110 MPH C. AN IMPORTANCE FACTOR OF 1.03 FOR CATEGORY I STRUCTURES. FOt CATEGORY II AND III STRUCTURES. MULTI PLY APPU CABLE LOAD BY 1. 12. A TRI BUTARY AREA AS NOTED. 2. DESI GN LOADS ARE APPLICABLE FOR COASTAL AND NW- COASTAL BUILDING ZONES. EXPOSURE 'C' IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 3. POSI AND NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROOF l I GHT OF THE BUI 1.31 NG CR STRUCTURE. 4. BUILDING ZOES SHALL BE DETERMINED IN ACCORDANCE VI TN THE DIAGRAM SNOW/ DIMENSION ' a' EQUALS 10X CF NI P41 JI BUI LDI NG WI DTH OR 402 IF MEAN ROOF 14E1 041' (h). WM GREYER I S SMALLER. BUT NOT LESS THAN EI THER 4X IF MI NI MUM W1 DTH CIR 3 FEET. 2.11' 12 1 2' S. U NEAR INTERPOLATION MAY BE USED FOR VALUES BETWEEN TABULATED ELEVATI 34S. 6. TRI BUTARY AREA REFERS TO THE AREA OF LOAD TIE SYSTEM OR COMPONENT RESISTS. FOR SYSTEMS SUCH AS STORM PANELS AND FOUII NG (ACCORDI00 SHUTTERS, THE TRI BUTARY AREA MAY BE TAKEN AD L/ WHERE L = SHUTTER SPAN FOR OTHER SYSTEMS, REFER TO THE ENGINEERED DRAWINGS OR THIS OFFICE FOR APPROPRIATE TRI BUTARY AREA OR USE TABLES DESIGNATED AS• DESIGN VI NO LOADS FOR ANY TRIBUATARY AREAS. U z r N r 61 o a LV z 1/) O }- Z UL U1 O o QQ • 0 w J U .3 t7 Z_ Z uZ J , Q O j < m E O u N.v• 0 • r • eie• 111 . • 71N• 0 v z Y1 N- C71 0 41 V1 1 x u > N z r d+ s; 191 > a 0 1 `, 01 i L 1 V.J. MIIIMMIIIIIIIINIM KNEZEVI i PROFESSIONAL (( INEER j FL •Lic - No. I PEO' ', 3 1 scale AS NOTEOJ, design by Cr swing n0. 9'7-20 sh..f 1 of 1 91999i /91 drevn by 6o 1 checked by flfK . tv rA41 -D® BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 PRODUCT CONTROL NOTICE OF ACCEPTANCE (305) 375 -2901 FAX (305) 375 -2908 All Broward Hurricane Panel Inc. 450 West McNab Road Ft. Lauderdale FL 33309 MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT SECTION (305) 375 -2966 FAX (305) 375 -2908 application for Product Approval of: PRODUCT CONTROL DIVISION Your a pp pp (305) 375 -2902 FAX (305) 372 -6339 20 ga. Steel Storm Panel Shutter under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with drawings prepared by V. J. Knezevich, P.E., and test reports prepared by Construction Testing Corporation and Certified Testing Laboratories. has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be'incurred by the manufacturer. Acceptance No.:98- 0713.01 (Revises No.: 98- 0120.01) Expires:07/31 /00 Raul Rod iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 11/26/98 Internet mail address: postmaster ©buildingcodeonline.com Director Building Code Compliance Dept. Metropolitan Dade County Homepage: bttp : //www.buildingcodeonline.com All Broward Hurricane Panel, Inc. ACCEPTANCE No.: 98- 0713.01 APPROVED NOV 2 6 1Q9R EXPIRES July 31. 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. SCOPE This revises the Notice of Acceptance No. 98- 0120.01, which was issued on June 6, 1998. It approves a 20 gauge galvanized steel storm panel shutter, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION The 20 gauge galvanized steel storm panel shutter and its components shall be constructed in strict compliance with the following documents: Drawing No. 98 -128, titled "20 Ga. Steel Storm Panel ", prepared by. Knezevich & Associates, Inc., dated June 23, 1998, revision #2 dated October 20, 1998, sheets 1 through 7 of 7, signed and sealed by V. J. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS All permanent set components, included but not limited to embedded anchor bolts, threaded cones, metal shields, headers and sills, must be protected against corrosion, contamination and damage at all times. 4. INSTALLATION The 20 gauge galvanized steel storm panel shutter and its components shall be installed in strict compliance with the approved drawings. 5. LABELING Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. Helmy A akar, P. E. - Product Control Examiner Product Control Division -2- All Broward Hurricane Panel, Inc. ACCEPTANCE No. : APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 98- 0713.01 Nov 2 8 MA July 31, 2000 1 Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer, who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice. of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE Helmy A. ar, P.E. - Product Control Examiner Product Control Division -3- O M 10/20/98 18:43 .125" TYP. 5.00" MAX. O 5 ANGLE SCALE : 3" • T -0" "KEYHOLE" WASHER PRODUCT MARKING IDENTIFICATION 2.00" 13.00" 14.25" FULL PANEL WIDTH UNLIMITED OPTIONAL MARKING LOCATI (PERP. TO PANEL SPAN) SECTION TYPICAL ELEVATION 2.23" O FOR ALL INSTALLATIONS SEE TABLE 2. PAGE I. OF 1. FOR REQUIRED SEPARATION PROM GLASS. TOP MOUNT. 1.00 O STORM PANEL SCALE 3" a 1. -0" OVERLAP FASTENERS ISLE NOTE 7 & PLAN VIEWS SHEET 41 BOTTOM MOUNT. SERRATED PANE EDGE. OPTIONAL 2.2S' 6.30" HALF PANEL ONE HALF PANEL PER OPENING MAY BE USED AS REQUIRED TO COVER OPENING. "F" - TRACK ' SCALE : 3" • V -0" o "h" HEADER SCALE : 3" • T -0" F 2.2 4 -0.547 ID MARK o N N 1 f• O G O 6 EXTENDED "F" - TRACK SCALE : 3" a T -0" 1. .062" O "U" HEADER SCALE : 3" a T -0" BHPCO FT. LAUDERDALE. R.. DADE COUNTY PROD. APPRO. t _ 2.00' lV L OPTIONAL LEG "SEA" ANGLE O SCALE : 3" • T -0" GENFRAL NOTE& L THIS SHUTTER SYSTEM IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE, 1994 EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE WITH ASC! 7 -1111 'MINIMUM DESIGN LOADS POR BUILDINGS AND OTHER STRUCTURES." TABLES SHALL BE REFERENCED AT APPROPRIATE DESIGN LOADS. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t ..036 ") CONFORMING TO ASTM A653 -94, HIGH STRENGTH LOW ALLOY, TYPE 2. GRADE 50. GALVANIZED 114 ACCORDANCE WITH ASTM 060. EXTRUSIONS SHOWN SHALL BE 6063 -16 ALUMINUM. U.O.N. 4. PRODUCT MARKINGS SHALL BE WITHIN 1r OF ONE END OF THE PANEL WITH A MIN. of ONE MARKING PER PANEL AND SHALL BE LABELED AS FOLLOWS. S. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 KSL C 6. TOP L BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 7. PANELS SN HE0 AT MID SPAN W/ 1/4 -20 x r BOLTS WITH DIE CAST ALUMINUM WASHCRED WINO NUTS OR JACK NUTS (SEE TYPICAL ELEVATION 110 I. FOR SPANS LESS THAN 33 ", OVERLAP FASTENERS ARE NOT REDUIRED. O. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT TH! PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRESSURE LOADING W4 CONFORMANCE WITH OAOE COUNTY PROTOCOLS PA 201.202, AND 203. DESIGN IS BASED ON CTC TEST REPORTS No. 96 -002. No. 96 -029. No. 97 -061 & No. 95 -020. 9. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION 014 ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOME OWNER OR TENANT THAT THE STORM PANELS WILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. APPROVED AS COMPLYING WITH Tt.E SOUTH FLORIDA. 8 ILDING CODE DAT 6, 00 BY PRODUCT CON 0: D)V'SION BUILDING CODE UMPL:ANCE OFFICE ACCEPTANCE NO. 4 1. V13.0 C O • FL PE design by VAC 9 so s J1 0 • 0 2 0 1 5 2 , t • �� ERB o [ drawn by l MG (clacked by} VJn drawing no. 98 -128 Meat lee 7 1 GLASS OR DOOR EXISTING STRUCTURE GLASS OR ODOR EXISTING STRUCTURE EXISTING STRUCTURE CONCRETE. MASONRY OR W000. SEE ANCHOR SCHEDULE. TYP. EXISTING STRUCTURE CONCRETE. MASONRY OR W000. SEE ANCHOR SCHEDULE, TYP. d 4 4 1 • SEE MIN. SEPARATION FROM GLASS SCHEDULE L SEE MIN. SEPARATION PROM GLASS SCHEDULE 10 / 8 18:44 • 4 a • 44 4 d 1- W O • • ANGLE TO WALL DETAIL 4 4 1/2" FASTENER. SEE ANCHOR SCHED. REF. CONNECTION 'TYPE 2' OPTIONAL LEG FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE V WALL MOUNT SECTION • 1 -0" DIRECT MOUNT SECTION SCALE 13' • V -0 O CONT. PANEL TO ANGLE DETAIL FASTENER - USE RAWL CALK -IN OR W000 BUSHING FASTENER AT 6 -1/2" 0.C. OR 13" 0.C. SEE ANCHOR SCHEDULE, CONNECTION TYPE 1' FOR A CHOR SPECS t MAX. SPACING. DO NOT USE WgERE SCHEDULED SPACING IS LESS THAN 6 -1/2 USE 1/4 -20 S.S. TRUSS HEAD BOLTS W/ KEYHOLE WASHER. TYP TOP &/OR 80770 SE 19 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL 1/4 -20 MACHINE BOLT t WINGNUT 0) 6 -1/2" 0.C. GL SS OR DOOR W J O x u in J W z 4 d 0 W W XISTING STRUCTURE PPROVED AS COMPI.YI G WITH THE OUTH FLORIDA BUILD I CODE DATE BY PRODUCT CON RO OIV!S:ON BUILDING CODE ACCEPTANCE N COMPLIANCE OFFICE SEE MIN. SEPARATION FROM GLASS SCHEDUL MIN. SEPARATION M GLASS SCHEDULE GLASS OR DOOR O CONT. EXISTING STRUCTUR _ EXISTING STRUCTURE CONCRETE, MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. 4 ANGLE TO WALL DETAIL FASTENER. SEE ANCHOR SCHED. REF. CONNECTION TYPE 3" EDGE DIST. • L p , a. EO. E1. a a d J C l n E01 4 EDGE DIST. 1/4 -20 MACHINE BOLT t WINGNUT fm 6 -1/2" O.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE r B CEILING/INSIDE MOUNT SECTION SCALE : 3" • T -0" EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE, TYP. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTI. N TYPE'!" 0 OPTIONAL LEG O L CONT. (TYP. TOP t BOTTO `WALL MOUNT SECTION `J SCALE . 3" • 1' -0" J 2 4 0. PANEL TO ANGLE DETAIL O 2 W J J 2 4 a. X E i 1/2" 1/2" �I— OPTIONAL LEG DIRECTION SEE MIN. SEPARATION FROM GLASS SCHEDULE 4 EDGE L 4 DIST. 4 4 d O CONT. (TYP, TOP t BOTTOM EXISTING STRUCTURE CONCRETE, MASONRY OR WOOD. SEE ANCHOR SCHEDULE. TYP. 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL EXISTING STRUCTUR 1/4 -20 MACHINE BOLT t WINGNUT 6 -1/2" 0.C. (TYP, TOP t BOTTOM) EXISTING STRUCTURE GLASS OR DOOR EXISTING STRUCTURE CONCRETE. MASONRY OR WOOD. SEE ANCHOR SCHEDULE, TYP J 0 W L3 N J W z t 0. 2 0: 0 VI W W O BUILD -OUT MOUNT SECTION SCALE + 3" . 1' -0" GLASS OR DOOR SEE MIN. SEPARATION FROM GLASS SCHEDULE .528" AT GROOVE WALL MOUNT SECTION SCALE + 3" • 1' -0" .NIER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION "TYPE 4' S, CONT. (ANGLE LEG MAY BE REVERSED) TYP, TOP t BOTTOM. *14 TEK SCREW OR 1/4 " -20 MACHINE SCREW 3 NUT 013 "0.C. 0 H 2 W J. -3 W z 4 0. X 4 I 0 W J 0 W u H J Z 0. 2 0 1- W W In 1/2" 1/4 -20 MACHINE BOLT t WINGNUT 4lb 6 - 1/2" 0.C. ITYP, TOP t BOTTOM) *14 TEK SCREW OR 1/4 " -20 MACHINE SCREW t NUT p 13" 0.C. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE r 1/4 -20 MACHINE BOLT t WINGNUT 0 6 -1/2" 0.C. (TYP. TOP t BOTTOM) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION TYPE 1' 2 2 a • v e 1' C r 2 •1 NJ. X PROFESSIO E WEER FL I ' n t No. PE • -83 face 1 AS NOTCOJ [ design by l V1K an>I/+ll drawn by 1 NC Ichochod by l VJK drawing no. 98 -128 1 Shea► 2 of 7 ) 10/20/98 16:44 THREE 1/4 "O WOOD LAG SCREWS W/ 2 -1/4' MIN. EMBED. 0 24" 0.C. MAX. SEE MIN. SEPARATION FROM GLASS SCHEDULE EXISTING W000 FRAMING GLASS OR DOOR J I J 1 �fii� l� N liS�f3it•11�� 1 1/4" MIN 2" MAX. O SOFFIT CONNECTION DETAIL SCALE : 3" ■ 1 -0" SEE MIN. SEPARATION FROM GLASS SCHEDUL C_ PLYWOOD 1 STUCCO FINISH EQ .I 0 0 (MAX DESIGN LOAD x 62 PSF) (MAX DESIGN LOAD x 72 PSJ O ALT. WALL MOUNT SECTION SCALE : 3 "• 1'- 0" 2 WOOD ROOF TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL FACE STUCCO FINISH OR PLYWOOD SOFFIT 5" x 1/4" CONT. ALUM. PLATE. EXTEND PLATE TO NEXT TRUSS IF HEADER ENOS MORE THAN 12' BEYOND LAST TRUSS. NIL SMS BETWEEN TRUSSES @ 12" 0.C. 0 1 J Lia 1/4 -20 MACHINE 0. BOLT & WINGNUT X 0 6 -1/2' 0.C. I \- -O CONT. (LEG OPTIONAL) FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 1" 2' x 6" P.T. W000 CONT. 2 1 /L'O x 4 -1/2" S.S. LAG SCREW 21." 0.C. MAX. W/ 1-3/1." PENETRATION IN CENTER OF STUDS 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL EXISTING STRUCTURE CONCRETE, MASONRY OR W000. SEE ANCHOR SCHEDULE, TYP. GLASS OR DOOR m Cliabaniemat SEE MIN. SEPARATION GLASS OR DOOR FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE4 ". ANCHOR IN CENTER OF W000 FRAMING MEMBER O S CONT. FROM GLASS SCHEDULE O BUILD —OUT SECTION SCALE : 3" s 1" -0" SEE MIN. SEPARATION FROM GLASS SCHEDULE 1/4 -20 MACHINE BOLT & WINGNUT @ 6 -1/2" O.C.-\ 1/2" SCALE : 3" . T -0" CONT. J O BUILD —OUT SECTION 1114 TEK SCREW OR 1/L" -20 MACHINE BOLT 3 NUT @ 13" 0.C. O 0 0 MIL TEK SCREW OR 1/4 " -20 MACHINE BOLT & NUT g, 13" 0.C. O S CONT. FASTENER, SEE ANCHOR SCHEDULE. REFERENCE CONNECTION 'TYPE 4" 1/4" OR 3/4" MAX. SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL APPROVED AS COMPLYING WITH THE SOUTH FLORIDA !LDING ODE DAT sY PRODUCT CON' DIVIS.ON 3UILD1NG CODE COMPLIANCE OFFICE 4CCEPTANCE NO.�.� •0/ , 0 fn Cr• 8 414 c 3 4 40 v e 1" x w 1 1 3 i 2 1 a a (design by 1 vJ len .cw.d b l l vioa r droving no. 1 98 -128 shoot 3of1 TABLE 1 1 STORM PANEL SCHEDULE DESIGN W (PSF) LOAD MOUNTINGS USING PIECE 0 , 0 OR 10 TOP & BOTTOM ANY MOUNTING CONDITIONS (MAX. 1/4" SPACE BETWEEN PANEL AND HEADER) ANY MOUNTING CONDITIONS (MAX. 3/4" SPACE BETWEEN PANEL AND HEADER) 5 - 0 0 L max. ^� (FT -IN) 0 L max. �/ (FT -IN) O L max. (FT -IN) 8 - 8 POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD POS. LOAD NEG. LOAD ' 40.0 11 -5 11 -5 11 -5 8 - 45.0 11 -5 11 -5 11 -5 8 - 50.0 11 -1 11 -4 11 - 1 8 -8 55.0 10 -6 10 -10 10 6 8 - 8 60.0 10 -1 1. - _A:Mr, 8 - 8 2 -3/8 1 -7/8 • 10 - 8 2 -7/8 2 -7/8 65.0 9 -8 9 -11 9 - 8 8 - 8 70.0 9 -4 9 -7 9-4 8 -6 72.0 9 -2 9 -5 9 -2 8 - 4 75.0 9 -0 9-3 9 -0 8 -0 80.0 8 -9 8 -11 8 -9 7 -6 90.0 7 -10 8 -3 7 -10 • 6 -8 100.0 7 -1 7 -5 7 -1 6 -0 110.0 6 -5 6 -9 6 -5 5 -5 120.0 5 -11 6 -2 5 -11 5 -0 130.0 5 -5 5 -8 5 -5 4 - 7 140.0 5 - 0 5 - 3 5 - 0 4 -3 150.0 4 -8 4 -11 4 -8 4 -0 160.0 4 -5 4 -7 4 -5 3 -9 170.0 4 -2 4 -4 4 -2 3 -6 180.0 3' -11 4-1 3' -11 3 -4 190.0 3 - 3 -11 3 -8 3 -1 200.0 3 -7 3 -9 3 -7 3 -0 210.0 3 -4 3 -6 3 -4 2 -10 TABLE 2 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOAD(W) (PSF) ACTUAL SHUTTEF SPAN (L) (FT - IN) MINIMUM SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) 5 - 0 2 -3/8 1 -1/2 40.0 8 - 8 2 -3/8 1-3/4 11 - 5 2 -7/8 2 -5/8 45.0 50.0 4 - 0 2 -3/8 1 - 1/4 8 - 0 2 -3/8 1 -3/4 11 - 5 - 0 2 -7/8 2 -7/8 2 - 3/8 1 - 1/4 8 - 8 2 - 3/8 1 - 7/8 11 -4 3 3 60.0 5 - 0 2 -3/8 1 -1/4 8 - 8 2 -3/8 1 -7/8 • 10 - 8 2 -7/8 2 -7/8 70.0 5 - 0 2 -3/8 1 -1/4 8 - 8 2 - 3/8 2 9 - 11 2 -7/8 2 -5/8 80.0 5 - 0 -3/8 1 -3/8 8 - 8 2 -3/8 2 -1/8 8 - 11 2 -7/8 2 -1/4 90.0 5 - 0 2 -378 1 -3/8 8 - 3 2 -3/8 2 -1/8 100.0 5 - 0 2 -3/8 1 -3/8 7 - 5 2 -3/8 1 -7/8 110.0 5 - 0 2 -3T8. 1-3/8 6 - 9 2 - 3/8 1 - 3/4 120.0 5 - 0 2 -3/8 - 6 - 2 2 -3/8 1 -5/8 130.0 5 - 0 2 -3/8 1 -3/8 5 - 8 2 -3/8 1 -1/2 150.0 4 - 11 2 -3/8 1 -3/8 170.0 4- 4 S 1 -3/8 190.0 -11 - - 210.0 3 - 6 2 -3/8 1 -1/4 TWO 1/4 -20 BOLTS 4 NUTS • 24 0.C. 1/4 -20 S.S. SOLT L WNGNUT • 21' 0.0 (TYP) 20 GAGE STEEL BENT PLATE 10/20/98 16: 47 OVERLAP FASTENERS TYP. (SEE NOTE No. 7) Yx " x.125 "ALUM. ANGLE CLOSURE PIECE: FASTENER 0 12- O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 140 P.S.P. I. • 4 QC. FOR DESIGN LOADS GREATER THAN 140 P.S.P. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) CXISTINO STRUCTURE EXISTING BAY WINDOW r OVERLAP EXISTING STRUCTURE CLOSURE DETAILS SCALE: 1 -172" • 1' -0" MAX. 1/4" GA EXISTING STRUCTURE OVERLAP FASTENERS TYP. (SEC NOTE 00. 7) 1 /1." MAX. OAP PASTENER • 12 0.C. FOR OESION LOADS LESS THAN OR EQUAL TO 140 P.S.F. & • 6' O.C. POR DESIGN LOADS GREATER THAN 140 P.S.P. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) ALUM. ANGLE CLOSURE PIECE. r.2"x .055 " MIN. TO 2" x 5 x .055 MAX. (r1 -Are VItVY.l) EXISTING STRUCTURE 1 -1/2 1/2" OVERLA EXISTNG OvERLAP BAY WINDOW CD 1/4 -20 S.S. BOLT 5. WPIGNUT • 24" 0.C. BENT PLAT (TYP 20 GAGE STEEL i FASTENER • 12 O.C. FOR DESIGN LOADS 1.555 THAN OR !DUAL TO 140 P.S.F. L • 6" 0.C. FOR DESIGN LOADS GREATER THAN 140 P.S.F. (SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR) VOTES: 1. ENTER TABLE 1 WITH THE OPENING'S POSITIVE AND NEGATIVE DESIGN LOADS TO DETERMINE MAX. PANEL LENGTH. - FOR COLUMN ( A) REFERENCE THE ALLOWABLE SPANS AT BOTH THE POSSTITIVE AND NEGATIVE LOADS. AND CHOOSE THE SMALLER OF THE OBTAINED VALUES. - FOR COLUMNS®LQ REFERENCE THE ALLOWABLE SPANS BASED ON TH IG ER OF THE POSITIVE AND NEGATIVE LOADS. 2. REFERENCE APPROPRIATE COLUMN IN STORM PANEL SCHEDULE BASED ON MOUNTING CONDITION IN FIELD. - COLUMN ® MAY BE USED ONLY WHERE STUD ANGLE IS USED TOP AND BOTTOM. - COLUMN MAY BE USED FOR ANY DETAILED CONDITIONS. INCLUDIN IRECT MOUNT. IF HEADER 15 USED, MAX. GAP EQUALS 1/4 ". - COLUMN n MAY BE USED FOR ANY DETAILED CONDITIONS, IF HEADER-IS USED, MAX. GAP EQUALS 3/4 ". 3. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. SEPARATION FROM GLASS. 4. FOR DESIGN LOADS BETWEEN TABULATED VALUES, USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE PANEL LENGTH. ALUM. ANGLE CLOSURE PIECE: 1" x r x .125" MIN. TO 2 " x5 "x.125 "MAX. EXISTING STRUCTURE 4 APPROVLO AS COMPLYING WITH THE SOOT FLORIDA B !WING CDDE OAT v 4. i 19 BY PRODUCT CO 07 01 DIV:S ON BUILDING CODE MPLIANCE OFFICE ACCEPTANCE NO 07/3. 8 3 v 3 2 sole AS NOTMO [design by VAC (d►0M by ( NC [ chocked byj t vncl drawing no. 98 -128 sheet 40t 1 FASTENER SPACING (INCHES) REQUIRED ANCHOR SCHEDULE AND SPANS /PANEL LENGTHS FOR VARIOUS DESIGN LOADS l 3anonals DNILSIX3 ANCHOR TYPE 1. LOAD (W) PSI MAX. (SEE NOTE 1) r EDGE DISTANCE r EDGE DISTANCE SPANS UP TO 6' -0" (8EE NOTE 1) SPANS UP TO 8 -e" (SEE NOTE 1) SPANS UP TO 11' -4 (SEE NOTE 1) SPANS UP TO 6•-0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 11'-4 - (SEE NOTE 1) CONNECTION 1 TYPE 23 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 3 45 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 34 5 3i3N319d OCO 'NM !in 111111I\A\vUIIPIIPI11,p111,� 1/4 - 4 ITW TAPCON W/ N 1 - 3/4" MIN. EMBEDMENT MIN 56 13 13 13 13 13 13 10 10 9 10 13 5 8 7 7 13 13 13 13 13 13 11 12 10 12 13 6.5 9 7 9 62 13 13 13 12 13 13 8 9 8 9 13 5 7 6 7 13 13 13 13 13 13 9 11 9 10 13 5 8 7 ^ 8 72 13 13 11 10 11 13 6 8 7 8 13 4 6.5 6 6.5 13 13 13 11 13 13 6.5 9 7 9 13 4 7 6.5 7 105 1 3 6 8 7 7 13 4 6.5 6 6.5 13 4 6.5 6 6.5 13 6.5 9 7 9 13 4 7 6.5 7 13 4 7 6.5 7 210 13 4 6.5 6 6.5 13 4 6.5 6 6.5 13 4 6.5 6 6.5 13 4 7 6.5 7 13 4 7 6.5 7 13 4 7 6.5 7 (��}� IMF [� 1 /4Y PAWL CALK W/ 1 /11' EMBEDMENT s1/4-z0 SIDEWALK BOLT I3 /4 HEA01 56 13 13 12 13 12 13 10 8 9 8 13 5 6.5 7 6 13 13 13 13 13 13 13 13 11 13 13 7 10 8 10 62 13 13 11 12 10 13 8 7 8 7 13 4 5 6 5 13 13 13 13 13 13 10 12 10 12 13 6 9 7 9 72 13 13 9 10 9 13 6 6.5 7 6.5 13 4 5 6 5 13 13 13 12 13 13 7 10 8 10 13 5 8 7 8 105 13 5 6.5 7 6.5 13 4 5 6 5 13 4 5 6 5 13 7 10 8 10 13 5 8 7 8 13 5 8 7 8 210 13 4 5 6 5 13 4 5 6 5 13 4 5 6 5 13 5 8 7 8 13 1 5 8 7 8 13 5 8 7 8 ntuuoi,ntu,utum tuutt,; � 1 � 'PANEL "0 !LCD MALE /FEMALE MATE" W/ 1 - 1/4' NN. EN SC & 1/4-20 MACMN[ SCREW/NUT 56 13 13 8 6 7 13 5 5 4 5 10 8 4 3 4 13 13 9 6.5 9 13 5' 6 4 6 10 4 3 4 62 13 12 7 5 7 12 3 5 4 5 9 3 3 3 13 12 8 5 8 12 4 5 4 5 9 %/ 4 3 4 72 13 6.5 6 4 6 10 3 4 3 4 8 3 f 3 13 7 7 5 T 3 3 7 4 4 10 8 8 3 ' / /i 5 4 4 3 3 3 4 4 4 8 8 8 7/ / / / 4 4 4 3 3 3 4 4 4 105 10 4 3 I. 8 3 3 / //7 3 3 8 / 8 . ! // 3 3 3 3 10 8 �� ' S 4 210 8 / 3 3 N� 1 8 1 FASTENER SPACING (INCHES) REQUIRED ANCHOR SCHEDULE AND SPANS /PANEL LENGTHS FOR VARIOUS DESIGN LOAOS EXISTING STRUCTURE ANCHOR TYPE LOAD (W) PSF MAX. (SEE NOTE 1) 2' EDGE DISTANCE 3• EDGE DISTANCE SPANS UP TO 6 -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 11' -4" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 11 - 4" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 1 CONNECTION 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 1 CONNECTION 2 TYPE 3 4 5 IIIIIg11H1I111t11 w, wo00 LAG W/ MN. THREAD PARALLEL woo° GRAN ;EEditlUt @'INUIININIII11110,� 11 MN. EMBEOM[NT 56 13 13 6.5 4 6.5 9 3 4 3 4 7 A 3 A 3 13 13 7 4 7 10 3 5 3 5 7 A 4% 5 3 62 12 8 6 4 5 8 r 4 V 4 6 r 3 t/ A 4 210 13 4 4 5 4 13 4 4 5 4 13 4 / 3 72 10 4 5 �// 3 5 7 13 3 3 %//.ADI 3 6% . 3 3 % 5 11 5 jrIVAEIE 5 3 5744%4611 13 IMAIDICE 11 13 EW 3 3 105 7 4 6 4 72 13 13 6.5 10 3 13 5 6 4 A 4 6 5 3 4 13 6.5 / 7 4 13 6 11 3 5 3 13 (� ---fig Mr! !A I/4 RAWI. CALK - IN W/ T1/11' OIWAL ENt & 1/4 -20 INUI SIDEWALK BOLT l3/4 HEA01 56 6 13 ,�• 7 6 5 5 6 5� 6 1 10 3 4 4 � 3 U� 8 A 3 3 e , 33 3 13 13 13 0 6 4 10 13 13 7 4 7 7 10 5 3 5 9 6 9 13 4 6.5 4 6 10 5 5 3 4 72 11 5 6 3 0 3 �/ 3 13 / 8 5 7 11 8 S 3 S 9% 6.5 4 3 4 OS 3 3 3 7/ 3 210 3 7 3 3 3 3 11 3 5 3 5 9 � � 4 3 4 9 13 4 3 4 210 13 13 73 13 r 13 13 3 7 / 3 62 3 9 13 4 3 4 9 77 4 3 4 9 �4 9 3 4 . tE ttum 1/4• ELCO MA /FEMALE MN. EMSE0. L 1/4 - 20 PANEL W/ 1-l/4' NACNNE SCREW /NUT S6 18 6 7 13 13 5 10 S 10 13 4 8 4 13 105 9 6S 9 13 10 6 4 6 10 8 4 3 4 62 j 17 5 7 12 6 5 8 S 9 6 3 8 3 13 6_ 8 8 S 8 12 S 4 S 9 4 3 L 72 16 4 6 10 / 4 4 8 33 13 7 5 7 10 5 3 4 105 14 3 4 8 3 3 833 10 S 3 4 8 4 3 4 84 3 4 210 8% 3 3 0 3 V 3 8 j 3 3 8 / 4 3 4 8 4 3 4 8/ y/ 4 3 4 FASTENER SPACING (INCHES) ANCHOR SCHEDULE ANO SPANS /PANEL LENGTHS REQUIRED FOR VARIOUS DESIGN LOADS EXISTING STRUCTURE ANCHOR TYPE LOAO (W) PSF MAX. NOT (SEE 3/4• EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -(1" (SEE NOTE 1) SPANS UP TO 11' -4" (SEE NOTE 1) CONNECTION 1 2 TYPE 3 4 5 CONNECTION 1 TYPE 2 3 4 5 CONNECTION 1 2 TYPE 3 4 5 i 11.1111"'\"\\'''\""\\\"\'' 0 0.. t 1 /4 - 0 1 -3/4' EMBEDMENT SHEAR TO 1-5/4" MIN. 56 13 13 10 13 10 13 10 7 9 7 13 5 5 6.5 5 IIIIIg11H1I111t11 w, wo00 LAG W/ MN. THREAD PARALLEL woo° GRAN 62 13 13 9 11 9 13 8 6.5 8 6.5 13 4 5 6 5 72 13 13 8 10 8 13 5 5 7 5 13 4 4 5 4 105 13 5 5 7 5 13 4 4 5 4 13 4 4 5 4 210 13 4 4 5 4 13 4 4 5 4 13 4 4 5 4 1/4'17 1 -3/4 ` SMEAR To 1 -3/4 MN. 56 13 13 8 13 8 13 10 5 9 5 13 5 4 6.5 4 W000 LAO W/ MEL THREAD PERPENDICULAR wood GRAN 62 13 13 7 11 7 13 8 S 8 5 13 4 4 6 4 72 13 13 6.5 10 6.5 13 5 4 4 13 4 3 5 3 105 13 5 4 7 4 13 4 3 5 3 13 4 3 5 3 210 13 4 3 5 3 13 4 3 5 3 13 4 3 5 `f 3 4 3 } 56 ` ,1`t,,,, `� w/ 7 /E W/ 7 wax) (mount) woN MN. DOW. 13 13 7 5 7 10 3 5 3 5 7 j 4 5 72 11 5 6 3 0 4 �/ 4 6.S / 3 3 105 8 4% 4 6.5 %// 3 3 6.5 j 3 3 210 6.5 /A 3 i 3 6.5 % 3 / 3 6.S/ j 3 / 3 , unn !iun mnutmuuu 1 i� etltttutuwat 1/4". ELCO MALE/FEMALE - PANELMATE w/ 1 -7/8 NW. RMEON0NT 56 13 13 13 13 13 13 13 13 13 r 13 13 8 10 10 10 62 13 13 13 13 13 13 12 11 12 11 13 7 9 9 9 72 13 13 13 13 13 13 8 10 10 10 13 6 8 8 8 105 13 8 10 10 10 13 6 8 8 8 13 6 8 B r 8 210 13 6 8 8 8 13 6 8 8 8 13 6_ 8 8 L 8 7n /-1n /ng 1 •O ANCHOR NOTES. 1. PANEL LENGTHS & LOADS SHOWN HERE ARE FOR ANCHOR SPACING ONLY. ALLOWABLE PANEL LENGTHS FOR SPECIRC LOADS MUST BE LOAITED TO THOSE SHOWN IN TABLE 1, SHEET 4. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. 3. CHOOSE DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON BUILDING AND CHOOSE SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 4. REFERENCE SPACING FROM APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUO FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN) W000 STUD. W000 SHALL BE "SOUTHERN PINE" G . 0.55 OR BETTER DENSITY. 7. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH WITH MANUFACTURERS RECOMMENDATIONS W/ MIN. EMBEDMENT INDICATED ABOVE. 8. 1/4 -20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4 -20 SIDEWALK BOLTS. 9. ii WHICH ARE NOT AC O CE CONDITIONS B SS. APPROVED AS COMPLYING WITH THE 10. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK, SOUTH LORIDA UILDING�C/o ODE OR W000 FRAMING. REFERENCE ANCHOR SCHEDULE FOR S , + PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING DAT DU 1♦ 19_ BY STRUCTURE. CIE REQUIRED FOR DIRECT MOUNT tQl 6.5" OR 13" SPACING ONLY. SPACINGS NOT TO EXCEED VALUE SPECIFIED IN ANCHOR SCHEDULE. PRODUCT CO ' '01 DIVISION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE N0.15LIM .Q C) z ID W ► 0 o 0) 0) a 46 I X a W N 5 W z 1. 1 a a C to (d.algn by J v.m 8 II (drown by l [choc[choc bl� ked J drawing n.. 98 -128 .hoof 5 of 7 20 GA STEEL STORM PANEL COPYRIGHT 1990 KNEZEVICH & ASSOCIATES. revisions PAX; t3051 083-9572 • 1wo -1/4 "• WOOD LAG SCREWS • 24" O.C. MAX. PANEL SPAN • S'-6 USE 3rd ANCHOR F 24 O.C. MAX. OR SPANS • S'- M14 SMS x 3/4" • 12" O.C. GLASS OR 000R "SEA' ANGLE r x 4" x 1 /B" CONT ALUM. TUBE (6063 -16) ".r MEADER OR 2" x r SEA ANGLE W/ STUDS S 6 -1/r 0.C. MAY BE UBSTITUTED FOR "U" HEADER SHOW 7 EMB» 10/20/98 16:49 CONNECTION DETAIL (SECTION) SCALE s 3" ■ 1' -0" ACCESS NOTE MVP) STORM PANEL • ►►— STORM PANEL • 1- x Y J J 0. s 2 "x4 "xt /B'CONT. ALUM. TUBE (6063 -T6) (MAX DESIGN LOAD ± 72 PSF) WOOD ROOF TRUSS OR FRAMING MEMBER SMALL BE PERPENDICULAR TO PANEL FACE STUCCO FINISH OR PLYW000 SOFFIT 1/4" MAX. (MAX. DESIGN LOAD ± 72 PSF) SOFFIT CONNECTION DETAIL NOTE: FOR BAY WINDOWS, FASTEN AT A MAX. 24" SPACING. SPLICE AS SHOWN FOR CORNERS OF BAY WINDOW. 1/4 "0 RAWL CALK -IN • S" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR OR HOLLOW BLOCK OR 1/4 "• LAO SCREW • 12" O.C. W/ 1 -I/2" MIN. ems. IN WOOD OR 1/4 - 41 ITW TAPCON IN 4" 0.C. W/ 1 -1/4" MIN EMI. CONC. OR HOLLOW BLOCK 1/2 "41 THRU 601.1 p 12' O.C. 1/4 "0 RAWL CALK-IN • 12" 0.C. WITH 7 /B" MIN. MB. 04 CONC. OR HOLLOW BLOCK OR 1/4'• LAG SCREW • 24" 0.C. W/ 1 -1/2- MIN. EMS. IN W000 OR 1/4 "0 ITW TAPCON r O.C. WITH 01 1 -1/4" M. DIG IN CON C. OR HOLLOW BLOCK 2" x 2" x 1/S" CONT. ALUM. ANGLE 6063 -16 "PASS THRU" DETAIL (IN CONCRETlx) SCALE 3" • 1' -0" MAX. 1 /8" TILE FINISH MATERIAL 3/4" PLYW000 2" x Y x 1/0" ALUM. PLATE (6063 -16) 51510E EACH SIDE. FASTEN W/ B • 12 SMS OR 3/16 "0 POP RIVETS EACH SIDE AS SHOWN • V O.C. SCALE : 1 -1/2" • 1' -0" 3/4" 3/ 4" W000 FRAPIN BAY WINDOW N.T.S. SPUCE DETAIL FOR BAY WINDOW APPLICATIONS GLASS OR DOOR "SEA" ANGLE PLYWOOD OR STUCCO FINISH M x 4" ALUM. TUBE SCALE : 3" - 1' -0" EXISTING STRUCTURE SNAIL BE MIN. 3,000 9.4.1 CONC. ANGLE BUILD -OUT O SCALE : 3" • 1' -0" STORM PANEL "U" HEAD ACCESS MOLE 2" x 2" x V6" CONT. ALUM. TUBE (6063 -T6) 3/8" • THRU 0OLT • 12" 0.C. 1/ S.S. W000 LAG SCREW W/ 2" MIN. EMBEDMENT IN WOOD p10 1 /4 "• S.S. W000 LA0 SCREW W/ r MIN. EMBCOMENT IN W000 • 24" 0.C. x2 - - V6" ALUM. ANO1.E STORM PANEL (MAX. DESIGN LOAD ± 72 PSF) "PASS THRU" DETAIL ON WOOD) 1/4" • RAWL CALK -IN • S" 0.C. W/ 7/6' PIN. EMS. 151 CONC. (MAX DESIGN LOAD ± 72 PSF) MAX. 1 /8" TILE FINISH MATERIAL 3/4" PLYWOOD 1 2"2"x1/6" MIN. - 2" x 3" x 1 /B" MAX. CONT. ALUM. ANGLE (6063 -16) W/ 1/4'0 THRU BOLT TO HEADER • 12' 0.C. 1/4" MAX. APPROVED AS COMPLYING WI H TMF SOUTH FLORIDA BUILDING, CODE DAT BY PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCF OFFICE 1CCEPTANCE NO. l n � 9 0I © STORM PANE / 7 / 2" x r x .104" CONT. BENT PLATE 12 GAGE STEEL ASTM A446 GRADE C (MAX DESIGN LOAD ± 72 PSF) © BENT PLATE CONNECTION SCALE : 3" • 1' -0" 1/4'0 THRU BOLT ANGLE TO ANGLE CONNECTION • 12" 0.C. "SEA" ANOL PLAN VIEW HORIZONTAL PANEL INSTALLATION STORM PANEL (MAX. DESIGN LOAD ± 72 PSF) ANGLE BUILD -OUT SCALE : 3" • 1' -0" EXISTING STRUCTURE 1/4 "0 RAWL CA.K -IN • 6" 0.C. W/ 7/8"'MIN. EMS. IN CONC. 2' 2"x /6' MIN. - 2' x S" x 1/6" MAX. CONT. ALUM. AN01.! (6063 -16) 1/4 -20 STUD • 6 -1/2" 0.C. W/ ALUM. WASHEREO WINONUT 1/2" 1/4 '0 RAWL CALK -IN • 6' 0.C. W/ 7/6" MIN. END. IN CONC. OR HOLLOW BLOCK. L) _2 QQi W ; V S 0 t 07 • CO a •C Z p N W N W Z (design by 1 VJK Ili 8 011 S 0 • 0 2 E i • 3 N CH NGINEER IS No: 983 [ organ by MC drawing n0. 98 -128 snow 60f7 BEAM SCHEDULE DESCRIPTION PANEL SPAN BEAM SPAN Tw • .125" B• -2" 7'-11" Tf • .125" 2" x 9" 5 ._ 0 " 15 -7 Tw • .072" 9• -2" 13• -4" Tf ■ .224" 0 EXISTING C.O.S. .0 • 1. a • a 1-1/4' MN. 2 -1/4' MA "n /•tr1 tog 10. • n 1/4 - -20 STUD I. WINONUT. PANEL TO ANGLE CONNECTION p 6 -1/2" O.C. QAAK DESIGN LOAD x 72 PM ® TRAP MOUNT SCALE : 3" • 1• -0- 012 SMS • 12" O.C. STORM PANEL 4 4 STORM X PANEL t 2' x3'x1/2" ALUM. ANGLE ALT. 1.20 DIRECTION THREE -1/4'0 THRU BOLTS 2' x3 ' x1 /4'x -B" 6063 -76 ALUM. ANGLE OR TWO -2^ x 3' x 1 /S^ x 17 -11" 6063 -T6 ALUM. AN0LE5 t Tw 111=11•oti (MAX. DESIGN LOAD x 72 PBF) ALUM. BEAM (SEE BEAM SCHEDULE BELOW FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANSI 40- Tf - THREE 5/16'0 CALK -IN ANCHORS p 3 -1 /11^ 0.C. W/ 114111. EMBED. • N. CONC. OR HOLLOW BLOCK W/ 3 -3/4" MIN. EDGE 0157. USE TWO ANCHORS FOR 2' x S" x 1/5' BEAMS © STORM PANEL SUPPORT BEAM SCALE : 3" • 1• -0" 1/ 4 "f RAWL CALK-24 lb 7" 0.C. W/ MIN. 7/1' EM52011ENT N CONCRETE AND 3' EDGE DISTANCE EXISTING C.O.S. 1/4' OR 3/4' MAX. GAP SEE STORM PANEL SCHED. BASED ON GAP AT TOP OF PANEL. THREE S/16"0 CALK -IN ANCHORS • 3 -VI" 0.C. W/ 1 MIN. 214520. IN CONC. OR HOLLOW BLOCK W/ 3 -3/4' MIN. EDGE DIST. USE TWO ANCHORS FOR r. S' x 1 /8' BEAMS 'SEA' *MIL QIIAK. DEBIQN LOAD is 72 PSF) © WALL MOUNT SCALE : 3" s STORM PANEL 012 SMS • 12' 0.C. 2"x3"x1 /4 "x(7-1" 6063 -76 ALUM. ANGLE OR TWO- 2"x3"x+ /2'x47-8" 6063 -T6 ALUM. ANGLES THREE -1/4'4f THRU BOLTS ALT. LEO DIRECTION O STORM PANEL SUPPORT BEAM SCALE. 3' • T -0" NOTE: THIS DETAIL MA `I BE USED AT TOP OR BOTTOM OF PANEL. 4' MAX. STCTUR PIN1SM / MATCR RU (BRICK AL OR W000 SANDING) ALUM. BEAM (SEE BEAN SCHEDULE BELOW FOR SEAM DESCRIPTION & MAX. HORIZONTAL SPANS) FASTENER. SEE ANCHOR SCHEDULE. REPCRCNCC CONNECTION "TYPE 2' WIC DESIGN LOAD — x72 P.S.F.) "It" HEADER 1/4' OR 3/4" MAX. GAP SEE STORM PANEL • SCHED. BASED ON GAP •; AT TOP OP PANEL. N g 4 g x►- t PANEL STOR • FASTENER. SEE ANCHOR SCHEDULE. REFERENCE CONNECTION • yPE 1• - SEA" ANGLE 4" MAX. I +\ NON-STRUCTURAL FINISH MATERIAL (BRICK OR W000 eAN01NG1 (MAlI 020)611 LOAD - x72 P.S.P.) WALL MOUNT O SCALE : 3" • T -0" PANEL MAY BE MOUNTED AT FACE OP OPENING I/ " -20 STUD i WINONUT, PANEL TO ANGLE CONNECTIO p 6-1/2' 0.C. 2"x2'x.093' KN. - 2" x 5" x .093" MAX. STUDDED ANGL (MAX. DESIGN LOAD x 72 PSF) O TRAP MOUNT R SCALE : 3" • 1' -0" STORM PANEL 1/ " -20 STUO 1 WING NUT PANEL TO 'SEA" ANGLE CONNECTION • 6 -1/2' 0.C. "SEA' ANGL1 ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL 1/4"6 RAWL CALK -IN • 5' O.C. W/ 7/2" MIN. 1111110. IN CONC. OR HOLLOW BLOCK OR 1 /4"f ITW TAPCON • 4' 0.C. W/ 1 -1/4 MN. EMBEDMENT IN CONC. OR HOLLOW BLOCK STORM PANCL 4 p S APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING ODE OAT BY PRODUCT CON ROL DIVES ON BUILDING CODE COMPLIANCE OFFICE 'CCEPTANCE V 2 N W los au 0g O CO • CO ft t .eg _ 0 N W 0 W 2 1342 0 0 rn ' r 4 e 0 CC 4 0 t J _ LL 4 r. N C 0 •- 0 1. [design by VJK .2 g • • a F drawn by Cnac Mad by VAC drawing no. 98 -128 1 of 7 MAXIMUM DESIGN WIND LOADS (PSF> FOR ANY TRIBUTARY AREA COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone(4> NEGATI VE End Zone(5) 0 -15 41.3 -43.8 -56.1 > 15 -20 44. 8 -47. 5 -60. 9 > 20-25 47. 8 -50. 6 -64. 9 > 25 -30 50. 3 -53.3 -68. 4 > 30 -40 54. 7 -57.9 -74.2 > 40-50 58. 3 -61. 7 -79. 1 > 50 -60 61. 4 -65.0 -83.3 MAXI MUM DESIGN WI ND LOADS (PSF) FOR ANY TRIBUTARY AREA COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone( 4) & <5) NEGATI VE I nt. Zone(4) NEGATI VE End Zone<5) 0 -15 �.�(� �1 - 61'.5 > 15 -20 49. 0 -52.0 -66.8 > 20-25 52. 2 -55. 4 -71. 2 > 25 -30 55. 0 -58.3 -75.0 > 30 -40 59.7 -63.3 -81.4 > 40 -50 63.7 -67.5 -86.8 > 50-60 67. 1 -71. 1 -91. 4 DESIGN WIND LOADS (PSF) TRI B. AREA > 20 SO. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone< 4) & (5) NEGATI VE I nt. Zone< 4) NEGATI VE End Zone(5) 0 -15 43.2 -45.9 -57.2 > 15 -20 46. 9 -49. 9 -62. 1 > 20 -25 50. 0 -53. 1 -66. 2 > 25 -30 52. 7 -56. 0 -69. 7 > 30 -40 57.2 -60.8 -75. 7 > 40 -50 60.9 -64.8 -80. 7 > 50 -60 64.2 -68.2 -85.0 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. TRI B. AREA > 20 SQ. FT. MEAN ROOF HEIGHT COASTAL OR NON- COASTAL BUILDING ZONES NEGATI VE I nt. Zone< 4) MEAN ROOF HEIGHT POSI TI VE Zone< 4> & (5) NEGATI VE Int. Zone< 4) NEGATI VE End Zone(S) 0 -15 39.6 -42.0 -52. 1 > 15 -20 42. 9 -45. 6 -56. 6 > 20 -25 45. 8 -48.6 -60. 3 > 25 -30 48. 2 -51.2 -63. 6 > 30 -40 52. 4 -55.6 -69. 0 > 40 -50 55.8 -59.3 -73. 6 > 50-60 58. 8 -62. 4 -77. 5 DESIGN WIND LOADS <PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone< 4) & (5) NEGATI VE I nt. Zone< 4) NEGATI VE End Zone(5) 0 -15 40.6 -43.4 -51.4 > 15 -20 44, 1 -47. 1 -55. 8 > 20-25 47. 0 -50. 2 -59. 5 > 25 -30 49.5 -52. 9 -62.7 > 30 -40 53.8 -57.4 -68.0 > 40-50 57. 3 -61. 2 -72. 5 > 50 -60 60, 4 -64.4 -76. 4 DESIGN WIND LOADS (PSF) TRI B. AREA > 50 SQ. FT. COASTAL OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSI TI VE Zone(4) & (5) NEGATI VE Int. Zone (4) NEGATI VE End Zone(5) 0 -15 37.2 -39.7 -47.0 > 15 -20 40.4 -43. 1 -51.0 > 20 -25 43.1 -46.0 -54.3 > 25 -30 45. 4 -48. 4 -57. 2 > 30 -40 49.3 -52.6 -62.1 > 40-50 52. 5 -56. 0 -66. 2 > 50 -60 55.4 -59.0 -69.8 ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. ROOF SLOPE, 0 > 1 0 h NOTES. 1. ROOF SLOPE, 0 < 1 0 TABULATED DESIGN WIND LOADS ARE BASED ON ASCE 7 -88 AND 7 -93 SPECIFICATIONS FOR COMMENTS AND CLADDINGS. THE FOLLOWING DESI GN CRITERIA ARE USED A. MEAN REEF HEIGHT LESS THAN OR EQUAL TO 60 FEET. S BASIC WIND SPEED 110 MPH C. AN 1 MPERT ANCE FACTOR OF 1. 03 FOR CATEGORY I STRUCTURES. FQt CATEGORY II AND III STRUCTURES, MULTI PLY APPLICABLE LOAD BY 1.12. D. TRI BUTARY AREA AS NOTED. 2. DESI GN LOADS ARE APPLICABLE FOR COASTAL AND NON- COASTAL BUI LDI NG ZONES. EXPOSURE •C' IS USED FOR ALL DUI LDI NGS LESS THAN 60 FEET. 3. POSITIVE AND NEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROOF I. EI GHT OF THE BUI LDI NG OR STRUCTURE. 4. BUILDING ZONES SHALL BE DETERMINED IN ACCORDANCE WITH THE DIAGRAM SHOWN. DIMENSION • EQUALS 10X OF NI NI MIA[ BUILDING WIDTH IR 40X OF MEAN ROOF HEIGHT (h), WHICHEVER IS SMALLER, BUT NOT LESS THAN EI THER 4X OF MI NI NUM WI DTH OR 3 FEET. 2.1V 12 5. U NEAR INTERPOLATION MAY BE USED FOR VALUES BETVEEN TABULATED ELEVATIONS. 6. TRIBUTARY AREA REFERS TO TIE AREA OF LOAD THE SYSTEM OR COMPONENT RESI STS. FOR SYSTEMS SUCH AS STORM PANELS NM FOLD[ NG (ACCORD[ CPO SHUTTERS, THE TRI BUTARY AREA NAY BE TAKEN ASA L WHERE L = SHUTTER SPAN FOR 0T1ER SYSTEMS. REFER TO THE ENGINEERED DRAWI OR THIS OFFICE FOR APPROPRIATE TRI BUTARY AREA OR USE TABLES DESIGNATED AS DESIGN VI ND LOADS FOR ANY TRIBUATARY AREAS. • a N• FL Licen PE 0010 M1 L7 z N QQ O 1 O 03 uj z W z V z Uf Z Q 0 a z 0 u V.J. KNEZEVICH PROFESSIONAL EN ER 1999 scale drawn by I AS NOTED ` 06 assign by Ichecked D vm l1 JW drawing ne. 1 97 -20 Shoal 1 of 1 1