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1209 NE 96 St (9)METRO.OAOE Acceptance No.:96- 0606.05 Expires:10 /10/99 PRODUCT CONTROL NOTICE OF ACCEPTANCE Southeastern Metals Manufacturing Co., Inc. 11801 Industry Drive Jacksonville • FL 32226 Approved:10 /10/96 -1- METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130.1563 (305)375.2901 FAX (305) 375-2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375-2902 FAX (305) 372-6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Panels 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 Drawing No. 96- 20GA01, Sheets 1 and 2 of 2. (For listing, see Section 8 of this Notice ofAcceptance) has been rccommended 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. au • o guez 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. Director Building Code Compliance Dept. Metropolitan Dade County C ,Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: 96 -0606:01 1. DESCRIPTION 1.1 3.2 APPROVED EXI'IRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS OCT 1 0 1996 OCT 1 0 19 9 9 This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved Drawing number 96 20GA01, Sheet 1 of 2 , using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A653 Grade 37, (Fy = 37 ksi min.), Coating: Hot - Dip Zinc - Coated Galvanized ASTM A525, Reg. Spang. G60. 2.2 Panels are rolled formed, have a nominal width of 13.00" and a total width of 15.57 ", forming 1.375" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, 2.81" x 1.475" x 0.25" special shape header, 2.0" x 2.0" x .125" studded angle. 2.4 Tested specimen: Dimensions: 54.5" wide x 86" long overall - 3 specimen for impact and cyclic load 56.25" wide x 68" long overall - 1 specimen for impact and cyclic load 54.5" wide x 86" long overall - I specimen for wind load 3. LIMITATIONS 3.1 The following mounting conditions shall be limited to a Maximum Design Pressure rating of + 71.5 & - 55.0 PSF and a Maximum Panel Span/Height of 7' -2" or ($6 "); Detail A- Wall Mount (Direct Mount System), Detail B - Header / Studded Angle Mount System, Detail C & E - Studded Angle / Top & Bottom Mount, as shown on, Drawing number 96- 20GA01, Sheet 2 of 2. • 1 • s I II .w 96- 20GA01. Sheet 2 of 2. 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: 96 0606.05 APPROVED : OCT 1 0 1996 EXI'[RES : OCT 1 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition (all installations shall include 1/4" x 1 sidewalk bolt w /steel spring nut at midspan to secure each lap joint): 4.1.1 Direct Wall Mounts: (CONCRETE /MASONRY/WOOD): The panels are secured directlyto the wall at the head and sill, with 1/4" x 2" Elco Panel Mate Masonry Bolt with one 1/4" galv. washer and washered winged nut spaced at 13" o.c. (concrete, masonry or wood) or 1/4 " -20 xl" hex head bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) of 1/4 " -20 xl" sidewalk bolt with 1/4" 4) Anchor spaced at 6.5" o.c. (concrete or masonry) or1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1" hex head bolt SS spaced at 6.5" o.c. (wood) Qc 1/4 " -20 x 1" wood bushing with 1/4 " -20 x 1" sidewalk bolt 3/4" spaced at 6.5" o.c. (wood), as detailed on Drawing number 96- 200A01, Sheet 2 of 2, bearing the Dade County Product approval stamp. 4.1.2 Wall Mounts: (CONCRETE / MASONRY/WOOD): The panels are secured to an 'H'- header (Part 2), at the head and attached with any of the fasteners used in section 4.1.1 (A) a 1/4" x 2 1/4" Tap Con with Hex head screw , 1 1/2" min. embedment spaced at 6.5" o.c. (concrete or masonry) a 1/4"4) wood lag with 1 1/2" min. embedment (wood) . The sill is a studded angle secured with the same anchors as the head pi 1/4" x 1 1/2" concrete drive nail with expansion anchor. spaced at 6.5" o.c. (concrete) Studded angle may substitute the 'H'- header using all the anchors approved for the sill studded angle, as shown in detail "C ", Drawing number 96- 20GA01, Sheets 2 of 2. 4.1.3 Built -Out Mounts; (CONCRETE /MASONRY/WOOD FRAMED ): The mounting conditions of sections 4.1.1 and 4.1.2 may be installed on a 2" x 4" x 0.125" Alum. Tube or 2" x 4" P.T. wood for stud framing which is spaced at 16" o.c. su 2" x 6" P.T. wond for stud framing which is spaced at 24" o.c. Anchoring of built -out shall be with 2 1/4" 4) x 4 1/2" Lag Screw spaced at max. 24" o.c. with min. 1 3/4" embedment into center of studs. 4.1.4 Any combination of the above„ 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on Drawing number 96- 20GA01, Sheets 1 and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable. 4.3 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: 96 060G.05 APPROVED EXPIRES NOTICE OF ACCEPTANCES SPECIFIC CONDITIONS . OCT 1 0 1996 OCT 10 1999 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Notc shall be permanently labeled at each opening to be protected or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved Drawing number 96- 20GA0I, Sheets 1 thru 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirements of the opening in which it is to be installed. Man el Perez, P.E. - Plan n i , 1 n Hiner 11 TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (86" Span) SATISFACTORY CTC 96 -020 Max. 2.375" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +71.5 PSF CTC 96 -020 +55•.0 PSF CTC 96 -020 . CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -55.0 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (86" Span) +82.5 PSF CTC 96 -020 +55.0 PSF CTC 96 -020 Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (86" Span) -107.3 PSF CTC 96 -020 -71.5 PSF CTC 96 -020 Design Pressure Rating (less than 86" Span) +55.0 PSF -71.5 PSF Southeastern Metals Manufacturing Co. Inc, ACCEPTANCE NO.: 96 0606.05 RESULTS: APPROVED : OCT 1 0 1996 EXPIRES : OCT 1 0 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED: TESTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on: Uniform Static Air Pressure Test, per SFBC PA 202 Large Missile Impact Test, per SFBC PA 201 Cyclic Wind Pressure Test, per SFBC PA 203 prepared by Construction Testing Corporation of South Florida, Report No. CTC -96 -020 dated May 18, 1996, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: • 8.2.1 Drawing No. 96- 20GA01, Southeastern Metals Manufacturing of South Florida, "20 Gauge Galvanized Storm Panel System ", Sheets 1 thru 2, dated 4/17/96 with Revision No. 1, dated 9/6/96, signed and scaled by Dole J. Kelley, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by USX Corp., U.S. Steel Group division, dated 6/4/96 with chemical composition and mechanical properties for galvanized steel, ASTM A653 -95. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number 6DM -1113 dated 5/3/96 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 5/6/96, Pages 1 through 13, prepared by Southeastern Metals Manufacturing of South Florida, Inc., signed and sealed by Dole J. Keller, ' Man el Perez, P.E. - Plans mincr 11 . southeastern Metals Manufacturing Co Inc, ACCEPTANCE NO.: 96- 0606.05 APPROVED EXPIRES NOTICE OF ACCEUANCE: STANDARD CONDITIONS OCT 1 0 1996 OCT 1 0 19 9 9 I. 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: "Dade County Product Control Approval ", 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. S. 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 Notict of Acceptance number preceded by the words 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and door= 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. I I. The spacing of fasteners at window sills shall be as indicated in Section 4 of this Notice of Acceptance. The spacing of fasteners in all other parts of the frame, shall be as indicated in Section 4 of this Notice of Acceptance, but in no case shall exceed 24" on center. The first fastener shall be located at . a maximum of 6 each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. 12. 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T.S 0•r •Yr.ri re• •s' ••C. auN.r OLT. .'s01 •.•AY4 1•• w 1.0n rbM eln ray. Uri Or, Mt 11•601.1• I/4* MAL, 5 2 Y T=4.4 APPROVED AS C POING Kai) THE SOU�TNWADING fOR)W. WADING CODE 011 - r BUaO.NG CODE COYPLDLNCF OFFICE ACCEPTANCE ND. —0 '-r Brow/ ire 50J11E'51ERN MIN WG. GO. K. 20 G4'IZ GALVAAQF S;(tM FWD. 5:117. A .•.s:. 2 0 Nt. C7. N•d PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 7 g63 Job Address 1.2-09 N Q6 S' Tax Folio No Owner/Lessee / Tenant . q4A1X OtS /(Ac L.G444,() Master Permit # ( 3)f316_7 Phone me e9.Q bob 3 Contractin Co. b r c»S/F f b 74-L4 M 1 x) a $\ Address 7376 t) w'&- ' /�� ft Qualifier / V f Ck 4e 74- /► C7 SS# Phone 3os�8 4 6 State # Municipal # Competency # 60/4/- h Ins. Co. C '7 fi Architect/Engineer I\ M' S 6/tO• /06 Address x600 CO '76 S'i'c- 4I S // /1111-66:44 141 Bonding Company Address Mortgagor Address Permit Type (circle one): DING ELECT CAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 0 iO /l7 - k' 8r Co 6:g �� &4. —i Legal Description Owner's Address 6 0? ,V E �1 ?11 - L.g lrtoct,0 90 7 Square Ft. c9f3 Estimated Cost (value) 800 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. " Wv Signature of owner and/or Condo President Date FEES: PERMIT -2, RADON Historically Designated: Yes S C.C.F.AuLt.A, NOTARY c of Contractor or Owner- Builder Date - r . 3�� �g- o 7----ig Notary as to Owner and/or Condo President Date ' •tary a: t• on a '�':' ' � - t • �•; '^ • lder Date srATE OF My Commission Expires: My Co ssi N NO. CC71 R03 MY COMMISSION EXP. MAR 1_ is - � . _ ' // BOND �j TOTAL DUE ,73 Q -00 APPROVED: Zoning Mechanical Plumbing Engineering ` lectrical -C9 W O R / izt Mar.: ! a/L/e/ \ \MCI /// m M ETALIiCH, INC. EST. 1957 Manufacturers of Window Enclosure Systems, Insulated Roof and Wall Systems . SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM DATE: / /a/ f //4 /40; c_cn. o A u Lb 40 4: 7c4_)/10 the following job site. Sincerely, ( BUILDING DEPARTMENT ) DEAR: We are the Dade County Notice of Acceptance Holder for : ............. HURCULINE ACC. SHUTTER ACCEPTANCE NO. 95- 1122.03 .060 ALUM. STORM PANELS ACCEPTANCE NO. 97- 0804.07 18ga STEEL STORM PANELS ACCEPTANCE NO. 96- 1023.07 ft >‹ 20ga STEEL STORM PANELS ACCEPTANCE NO. 95- 1220.03 SLIMLINE ACC. SHUTTER ACCEPTANCE NO. 96-1126.10 ECONOLINE ACC. SHUTTER ACCEPTANCE NO. 97-1124.06 This letter authorizes 1Ot /F/ /1414M t/G P\to use our above named product at ( CONTRACTOR / OWNER BUILDER ) 77eAluC4lS ldlAC Zete-4 ( JOB OWNER'S NAME ) /a o9 ( JOB ADDRESS ) mop g/ �� ( CITY , STATE & ZIP ) ED SIGNATURE LE) 7635 West Second Court/Hialeah, Florida 33014 -4334 U.S.A. Phone: (305) 823- 2323/Toll Free: (800) 432 - 5180 /FAX: (800) 432 -1685 Weatherwall Division id I CORPOI1N7 SE s • • .6X3303 3 tack IiE cr�s 64. S- z_ Sick^ t?A1L -s S) A o. m x M M i M ! n 4 4696 3 C ,,,O) IP 00 FP.oxrr 7 L h 7 4% . X J lil1E?: f c m 1 r S i . • DESIGN WIND LOADS IN P.S.F. CLASS ONE BUILDING 1 10 M.P.H FASTEST MILE WIND SPEED COMPUES WITH ANSI /ASCE 7-88 ABOVE GRADE (4) INTERIOR ZONE MAXIMUM CONDITIONS TRIBUTARY AREA IN SQUARE FEET 0-10 20 50 100 200 500 1000 -1.5 -1.43 -1.34 -1.27 -1.19 -1.1 -1.1 15' 0.8 47.81 45.90 43.44 41.53 39.34 36.88 36.88 20' 0.87 51.99 49.92 47.24 45.16 42.78 40.11 40.11 25' 0.93 55.58 53.36 50.50 48.28 45.74 42.88 42.88 30' 0.98 58.57 56.23 53.21 50.87 48.19 45.18 45.18 40' 1.06 63.35 60.82 57.56 55.02 52.13 48.87 48.87 50' 1.15 67.53 64.83 61.36 58.66 55.57 52.10 52.10 60' 1.19 71.12 68.27 64.62 61.77 58.52 54.86 54.86 (5) END ZONE MAXIMUM CONDFIONS TRIBUTARY AREA IN SOUARE FEET ABOVE GRADE 0 -10 20 50 100 200 500 1000 -2 -1.875 -1.623 -1.5 -1.375 -1.1 -1.1 15' 0.8 61.47 58.06 51.23 47.81 44.40 36.88 36.88 20' 0.87 66.85 63.14 55.71 51.99 48.28 40.11 40.11 25' 0.93 71.46 67.49 59.55 55.58 51.61 42.88 42.88 30' 0.98 75.30 71.12 62.75 58.57 54.39 45.18 45.18 40' 1.06 81.45 76.93 67.88 63.35 58.83 48.87 48.87 50' 1.13 86.83 82.01 72.36 67.53 62.71 52.10 52.10 60' 1.19 91.44 86.36 76.20 71.12 66.04 54.86 54.86 Notation: a: 10% of minimum width or 0.4h. whichever is smaller, but not less than either 4% of minimum._ h: mean foof height, in feet except that eave height my be used when 04 =10 degrees: and 0: foor slope from horizontal, in degrees. ETAI, ECH, arc. E:S7.+957 7.3. ... ..c.o.. CT. ..6,f..... c4. RAMS ENGINEERING, INC_ ' .7pp L 1Jw . a.m . sa, sncr.. sun 3 88 000637• RM. . i b or-`3 METRO -DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Metal Tech Weatherwall Division 7635 W. 2nd Court Hialeah FL 33178 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 INTERNET: mdcc01@shadow.net PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your application for Product Approval of: 20 ga , Galvanized Steel Storm Panels 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 Drawing No. 95015, Sheets 1 thru 6 of 6. (For listing, see Section 8 of this Notice of Acceptance) 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.:95- 1220.03 Expires:04 /04/99 Approved: 04/04/96 -1- Raul Rodfiguez 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. s ti anger, Director Building Code Compliance Dept. Metropolitan Dade County Metal Tech., Inc. ACCEPTANCE NO.: 95- 1220.03 1. DESCRIPTION 1.1 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS This approves a 20 ga. galvanized steel storm panel designed to comply with the South Florida Building Code. 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95015, Sheet 1 of 6 using galvanized 20 gage steel, with Fy = 33 ksi min., conforming to ASTM A 446 -91 Structural Quality, minimum grade A, with a G 90 minimum coating. 2.2 Panels have a nominal width of 12.50" and a total width of 14.0 ", forming 1 5/8" deep ribs 23 Components shall be aluminum alloys 6063 -T6, extrusions and 1-1/2"x 1-1/2"x 1/8", 2 "x 2 "x 1/8", 3 "x 3 "x x 1/8 ", 5 "x2 "x 1/8" angles, 1- 1/2" x 1/8" flat bar, 2- 3/4 "x 2 "x.062" 'h' header, 2 "x2 3/8 "x.074" 'u' header, 3/8 "x 1- 21/32 "x .093" 'F' track and also .050" and .060" thick parts of numerous shapes and sizes used as return pans for built -out conditions. 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 126" or 10' -6" to be installed only as outlined on drawing No. 95015 Sheets 1 thru 6 of 6. 3.2 Minimum separation to existing glass to protect shall be 2- 1/2" for spans up to 102" 2 3/4" for spans up to 126" 33 Maximum clearance between top of panel and inside of header shall be 1/4". 3.4 Special Requirement: Reinforcing straps, consisting of one 1- 1/2" wide by 1/8" thick flat bar of aluminum alloy 6063 -T6 must be used as shown on Sheet 4 of 6 and fastened with a 1/4" -20 stud bolts w /wing nut & washer and spaced at max. distance of 12 -1/2" on center. The required straps per span condition shall be as follows: 3.4.1 Panel Spans up to 68" - No reinforcement straps required. 3.4.2 Panel Spans 68" to 102" - One reinforcing strap at midspan 3.4.3 Panel Spans 102" to 126" - Two reinforcing straps at 1/3 spans 2 APPROVED : APR 0 4 1995 EXPIRES : APR 0 4 MP 9 A. A� O • o : lanco, P.E. - Plans Examiner II Product Control Division Metal Tech_Inc. ACCEPTANCE NO.: 95 - 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Direct Wall Mount The panels are secured at the header and sill with 1/4 " -20 x 1/2" side walk bolts into with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing of 12 1/2" o.c. as shown on Detail 'C' , Sheet 3 of 6; or the panels are secured to a header and sill aluminum (1/8"x 1- 1/2") studded strap with 1/4"-20 x 3/4" studs spaced 12- 1/2" o.c. the straps are anchored to the wall with 1/4 " -20 x 7/8" ELCO Hanger Mate anchors countersunk and flush with surface, with a maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for wood framing or 1/4" diameter masonry screws, with maximum spacing as per "Anchor Schedule ", Sheet 5 of 6, for concrete or masonry. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.2 Wall Mount - (w/ 'h' - Header & Sill Track or Angle' The panels are engaged into an aluminum 'h'- header as shown on Details 2, 3, 5, 6 or 8 , Sheet 2 of 6, and are then attached to a sill angle or track as shown on Details 5, 6 or 8 , Sheet 2 of 6, the header and sill angle or track are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.13 Build Out Mount The panels are engaged into an aluminum 'u'- header as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, and are then attached at the sill as shown on Details 12, 13, 14, 15 or 16, Sheet 2 of 6, the header and sill are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.4 Ceiling/Inside Mount The panels are engaged into an aluminum 'u'- header as shown on Details 1 or 4, Sheet 2 of 6, and are then attached to a sill angle as shown on Details 7, 10, or 11, Sheet 2 of 6, the header and sill angle are then anchored to the wall with the approved fasteners spaced at a maximum o.c. spacing as per "Anchor Schedule ", Sheet 5 of 6. The panels are reinforced with aluminum straps or horizontal stitching, described in Section 3 of this Acceptance Notice, (See detail 'A', 'B' and Elevation, Sheet 4 of 6). 4.1.5 Anv combination of the above. - 2a- Orlan •' anco, P.E. - Plans Examiner II Product Control Division Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.2 Anchorage of the shutters shall be to concrete, masonry and/or wood framing and shall consist of only the anchors specified on drawing No. 95015, Sheets 1 thru 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 43 Fasteners must have their own Notice of Acceptance and must be made of stainless steel or have adequate protection against corrosion, per DIN 50018. Aluminum contacting metals not considered compatible shall be properly protected. 4.4 Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts and/or straps are properly installed. 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, Length and width of building. 6.13 Duplicate prints of approved drawings No.95015, Sheets 1 thru 6 of 6, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed -2b- Orian s ' an o, P.E. - Plans Examiner II Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST SFBC PA 201 -94 SATISFACTORY CTC 95 -042 Max.. 2- 3/4" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +120.0 PSF CTC 95 -042 +92.0 PSF CTC 95 -042 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -195.0 PSF CTC 95 -042 -150.0 PSF CTC 95 -042 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE +109.0 PSF CTC 95 -042 +73.0 PSF CTC 95 -042 Max. @ Design 1.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE -96.20 PSF CTC 95 -042 -64.0 PSF CTC 95 -042 DESIGN PRESSURE RATING See Design Load Pressure Rating vs Panel Span Chart, Sheet 4 of 6, Drawing No. 95015 Metal Tech.. Inc. -2c- ACCEPTANCE NO.: 95- 1220.03 APPROVED : APR 0 4 1996 EXPIRES : APR 0 4 1999 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: RESULTS: 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 (1) Uniform Static Air Pressure Test per PA 202 -94, (2) Large Missile Impact Test per PA 201 -94 and (3) Cyclic Wind Pressure Test per PA 203 -94 of galvanized 20 ga. steel storm panels, prepared by Construction Testing Corporation, Report No. CTC 95 -042, Pages 1 thru 6 of 6 , dated December 6, 1995, signed and sealed by Christopher Tyson , P.E. 8.2 Drawing: 8.2.1 Drawing No. 95015, Sheets 1 thru 6 of 6 , prepared by Ramms Engineering, Inc., dated 10/01/95, signed and sealed by Robert S. Monsour, P.E. 83 Material certification: 8.3.1 Certified Tensile Test Report prepared by QC Metallurgical, Inc., Report No. QCM 5LM -2843, dated December 11, 1995, for specimen CTC -95- 042 -C. 8.3.2 Mill Certified Inspection Report: Certification Code No. 6405, Laboratory No. 95 -05 -345, Page 1 of 1, dated 05/11/95, prepared by Sherry Laboratories. 8.4 Calculations: 8.4.1 Comparative analysis and anchor calculations, dated 03/04/96, P - •: 7 of 7, prepared by Ramms Engineering, Inc., signed and sealed by Robert S. Mo ..: Orl. :lan o, P.E. - Plans Examiner II Product Control Division Metal Tech.. Inc. ACCEPTANCE NO.: 95- 1220.03 APR 0 4 1996 : APR 041999 APPROVED EXPIRES NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 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: "Dade County Product Control Approval ", 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 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 copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(c) and this last page 3. Items 10. 11 & 12 listed below only apply to glazed products and doors 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four(4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced En Florida Building Code. -S- END OF THIS ACCEPTANCE , Chapter 36 of the South Or ando Bl. o, P.E. - Plans Examiner II Product Control Division M '41 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date Job Address 1 109 10,e • cu L 4 T' Tax Folio 11 32060'4 3820 31-V— 83 Legal Description i.--01 t S ° /Z EAST Or - t C P Historically Designated: Yes No Owner/Lessee / Tenant Owner's Address f 2 05 AJ • r . cu.,. tt ST ftti4A(01 -c Contracting Co. ( M f (21C A t J /-LM. =ice • Address . 3 t S N E. P T U t) J2 Qualifier LA" • 24 CO A (2b ()i-. t VTR fJ SS# Phone C$ i) 7 3 . 2 - -8( O(, P State # 0 2-C /kS 309 I I Municipal # Competency # Ins. Co. Architect/Engineer TI LT C J TN C.. Address (05 '3S" tJ 4.0 • 3 L. Si - Bonding Company !` / LA Mortgagor NI /+ Address WORK DESCRIPTION Square Ft. 50e, STORM S 1-1 u r 2 dL (c oz i�� Si iature of awner and/or f � . , y dent Date APPROVED: �7 O Zoning Building 5 f'9 t Address Notary as to Owner and/or Condo My Commission E xp i re !!JlIANAIiIA!!lll7Allllllimm }�mmN. I < o,�pY P /49 ,... Brion E. Talley < + Notary Public, State of Florida , < , f Commission No. CC 539641 < '"br n-o My Commission Expires 03/13/00 , < 1. 800.3- NOTARY .. Fla Notary Service & Bonding Co.: . S))) ))))))) N1) ))) 1) ))))N1 FEES: PERMIT RADON C.C.F. i a 0 NOTARY Mechanical Plumbing Structural Engineer Master Permit # 44 1 ' Phone g 9 2 — 6,063 Permit Type (circle on BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN - O1`�� Ni/uL , S Estimated Cost (value) Lo 3 S , 0(-% T ., WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YQUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH Y9UR 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 f E,LE¢T4ICAL 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 ¶egu a ing constructioA and zoning. Furthermore, I authorize the above -named contractor to do the work stated on : ctor or Owner Signature Notary as to Contractor or Owner -Bui My Commission Expires: ((NNNINIANIANNNNNNNlAr!?? ?MINIM Electrical $72/ TOTAL DUE l3 /• ,I 1 T • 1 1440 co, "4 Brion E. Talley Notary Public, State of Florida `3 o Commission No. CC 539641 ' n 0*. My Commission Expires 03/13/00 1- 800.3- NOTARY - Fit Noury Service & Bonding Co. S))))))))))))))))) ))))))1)))))))))) BOND TO: Miami Shores Village Building Dept : We are the Dade County notice of Acceptance holder for American Aluminum Enterprises, Inc. ASSA/Economy Aluminum Accordion shutters under number # 98 -0608.18 This letter authorizes American Aluminum Enterprises, Inc. to use ASSA/Economy Aluminum Accordion shutters approved under number #98 -0608.18 to be used at the following job: Francois Maclellan 1209 NE 96 ST Miami shores,F1 Sincerely, 1315 Neptune Drive • Boynton Beach, Florida 33426 Licensed & Insured • License No. CRCO 53094 Wholesale, CRCA 53094 Retail Brion Talley Permitting & Engineering Manager AMERICAN ALUMINUM ENTERPRISES, INC. Palm Beach: Phone (561) 732 -8106 • Broward: Phone (954) 728 -8688 Main Office Fax (561) 732 -1435 • Sales Fax (954) 480 -9244 • (561) 733 -9989 r+ •r •• vv vv.vr r rwwr AM,RIVA. 11VVOr111VrO 4111'141.'140: 1 'VW r .ul /ui r -lilt PERMIT NO. STATE OF FLORIDA: COUNTY OF DADE: •e>r• f ••air v• 4V•••11•Rirl•WIGIVfil\ 1 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property. and an accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of propeny and street address: is 4 E '/z DE— I to 31-K 63 L tJ E . 9 (p s . 2. Description of improvement: S TCR A/1 $-4 OTT E 12 S 3. Owner(s) name and address: F A >J c0 S t c LE LL t, 2_ tai N E 4 (p ST. ,A4 A- s / S 1= L. interest in property: Name and address of lee simple titleholder. 4. Contractors name and address: A-M (LlCAt ALUM 1 $15 Nr =piv 5. Surety:(Payment bond required by owner from contractor, 11 any) Name and address: Amount of bond $ • et Q1mjr Print Owners Name F flNCOI S 04C ,ei 1(41.1 �!� Sworn to and subscribed before me this day of - \ 1�'t ) . Notary Public Print Notary's Name My Commission Expires* •l I& o;!A �I TAX FOLIO NO. i f- 3 a 6- 0 t s-i - 3 rao Y NAVARRO NOTARYPtil3Lie- TEOF- FLORIDA_ COMMISSION NO. CC770094 MY COMMISSION EXP. AUG. 24 WII;�• ?'G nr NAR : +RI BY r_ N 1 1 i,C)yNT() A 0 r — '33-l 6. Lender's name and address. 7. Persons within me State of Florida designated by Owner upon whom notices or other documents may be served as provided oy Section 713.13(1)(a)7.. Florida Statutes. Name and address: 8. In addition to himself, Owner designates me following person(s) to receive a copy of the &ienor's Notice as provided in Section 713.13(1)(D), Florida Statutes. Name an address: 9. Expiration date of this Notice of Commencement: (me expiration date is 1 year from the date of recording unless a different date is specified) C COUNTY OF DADE OF FLORIDA, COI: fro. co of the + 1 1 HER 3 Y CER1IFY that this Is a doy e l 01� : , e l filed in this office °n A p 19 c cis cs Prepared by FNTFAPRISF.k INC. A 1315 NEPTUNE DR. ' 011,1 ^1 �e'I n1 Ceurrs CI«"10 ^nrtCa v 12xoia2 2A s f- GI 0 o Z /0 X 9 0" - 704. - ) • ) 1 0- T2 AMERICAN ALUMINUM ENTERPRISES, INC. 1315 Neptune Drive • Boynton Beach, Florida 33426 State Certified Contractor #CRC 053094 Telephone (561) 732 -8106 P.B. Fax (561) 732 -9989 • Brwd. Fax (954) 480 -9244 ( S` s 't - t Y7XS5 o 2 N -7 /G /902 Name S A Address City Phone LEGAL DESCRIPTION Lot: Blk• Sub: Book: Page' Location: Customers Signature 7o X !!,S -" MEAN ROOF HEIGHT (h) NON COASTAL ZONES COASTAL ZONES EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) EDGE ZONE (ZONE 7) END ZONE (ZONE 6) INTERIOR ZONE (ZONE 5) >60' -70' 116.5 86.8 57.2 153.1 114.1 75.1 >70' -80' 121.2 90.3 59.5 156.8 11631 77.0 >80' -90' 125.8 93.8 61.8 160.6 119.7 78.8 >90' -100' 129.6 966 63.6 164.4 122.5 80.7 >100'-120' 136.2 101.5 66.9 170.0 126.7 83.4 >120'-140' 142.8 W6.5 70.1 175.6 130.9 86.2 .>140'-160' 148.4 110.6 72.9 180.3 134.3 88.5 >160'-180' 153.1 114.1 75.1 185.0 137.9 90.8 .>180'-200' 157.8 1176 77.5 188.0 140.7 92.7 >200' -250' 168.1 . 125.3 82.5 197.2 147.0 96.8 >250' -300' 176.6 131.6 86.7 204.7 152.6 100.5 >300' -350' 185.0 1379 90.8 211.3 157.5 103.7 >350' -400' 192.5 14.15 94.5 216.9 161.5 106.7 >400' -450' 199.8 148.9 98.1 221.6 165.2 108.8 >450'- 500' 204.7 152.6 100.5 226.3 768.7 111.1 MEAN ROOF HEIGHT (h) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 10 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 20 FT2.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA ■ JO F72.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA - 40 F72.) COASTAL & NON COASTAL ZONES (TRIBUTARY AREA ■ 50 177.) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) END ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) 0' -15' 61.5 478 57.7 45.8 55.5 44.8 53.3 4.19 51.1 42.9 >15'-20' 66.9 52.0 62.7 49.8 60.4 48.8 58.0 47.7 55.6 46.7 >20' -25' 71.5 55.6 67.0 53.2 64.5 52.1 62.0 51.0 59.4 49.9 >25' -30' 75.3 58.6 70.7 56.1 68.0 54.9 65.3 53.8 62.6 52.6 >30' -40' 81.5 614 76.4 60.7 73.5 59.4 70.6 58.1 67.7 56.9 >40' -50 86.8 67.5 81.5 64.7 78.4 63.3 75.3 62.0 72.2 60.6 >50' -60' 91.4 71.1 85.8 68.1 82.5 66.7 79.5 65.3 76.0 63.8 ry E.4& f2L»P ,L-/i'6i''/T / 13 7 - 9 " DETERMINATION OF POSITIVE PRESSURES BASED ON NEGATIVES SHOWN ON CHART (o) FOR BUILDING WITH MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET : FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.80 70 OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.94 TO OBTAIN MAXIMUM POSITIVE PRESSURES. (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.50 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO OBTAIN MAXIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO OBTAIN MAXIMUM POSITIVE PRESSURES. BUILDING'S MEAN ROOF HEIGHT VS NEGATIVE DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT EQUAL OR LESS THAN 60 FEET (APARTMENT BUILDINGS & RESIDENTIAL HOMES) BUILDING'S MEAN ROOF HEIGHT VS DESIGN LOAD FOR COMPONENTS & CLADDING (P.S.F.) FOR ASCE 7 -88 - MEAN ROOF HEIGHT GREATER THAN 60 FEET (APARTMENT BUILDINGS) /1irIiNC.\ MDT T[SWWO & D407NEERwo COMPANY 092 KR !(■. A 117. NHigA 'S, ROW. 11146 "w : (111)671 -1A1 . r (103)471 -III It RAUEA A. /2L? Jr_ P. E. FLORIDA Lic. 1 44167 TRIBUTARY AREA : WINDOW OR DOOR OR SHUTTER AREA AS APPLICABLE EXCEPT THAT FOR FREE STANDING STORM PANELS (AT) (AT) _ PANEL SPAN (ft) x PANEL SPAN (ft) 3 ASCE 7 -88 /WIND LOAD SCHEDULES NOTES : PROFESSIONAL ENGINEERS SIGNATURE AND SEAL INDICATED ON THIS DRAWING ARE ONLY APPLICABLE 10 GENERIC WIND LOAD CHARTS BASED ON AS.C.E. 7 -88 SECTION 6, REQUIREMENTS FOR A FASTEST WIND SPEED OF 110 m.p.h. & 1.05 IMPORTANCE FACTOR. SPECIFIC WIND LOADS MARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC JOB, AT THE TIME FOR APPLYING FOR A PERMIT, AND DETERMINED BASED ON AN SPECIFIC MEAN ROOF HEIGHT, WIND EXPOSURE, AS WELL AS EDGE, END OR INTERIOR ZONE, HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE BEING CERTIFIED BY THIS ENGINEER SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL, THEN THIS SIGNED AND SEALED GENERIC WIND CHART SHALL NOT BE USED TO OBTAIN ANY PERMIT WHERE SPECIFIC DESIGN WIND LOADS ARE REQUIRED TO BE CERTIFIED BY A PROFESSIONAL ENGINEER. 7/21/97 .t be • YR DADE COUNTY AS SftONN SCALE 5/17/95 OAR DRAWIN° R0 SM T7 1 Of