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246 NE 92 St (9)Date N)'✓t4t' 2 '3 % 7 Job Address c ucp /I E `b- S . Tax Folio 11 (o O (3 3 t(O O Legal Description i °! -Nock 25 Historically Designated: Yes No Owner/Lessee / Tenant �C.LV ■ Cr igt in c jCs Master Permit # Owner's A d d r e s s dI4lo I t . R S--. Phone Son 7 S(o- 7(.40-9 Contracting Contracting Co. AL-Wo fie Qualifier bcoAA iCJtVJe. State # cac asa L 7 Municipal # Competency # Ins. Co. Love (/1)o 4k era° s✓ts'. PE MIT APPLICATION FOR MIAMI SHORES VILLAGE Archi Bonding Company Mortgagor nI {� Address Permit Type (circle on ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION tS IG on ! - 41 . C14 IS eEiin GS(o Square Ft. FEES: PERMIT 1 31 m' RADON to s er an' o ondo President ssion Expires: **AM ,, i1ij LOA MVO CothEn400 ate Address .3L1 4 1 C . SS# APPROVED: Zoning Buildin: . /. t„:i/. Mechanical Plumbing Address (PSG AI LO 3(0 NI Address Estimated Cost (value) 4/s O 0 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICIE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY '• EFORE 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 AFFID/ laws regulating con ify that all the forego' g information is accurate and that all work will be done in compliance with all applicable d zoning. Furthermore. I au orize the above -named contractor to do the work stated. ✓I= Phone 6 (0 Y 8 • x{ I ° I 4341 as to C`onfractor ar Owner- Builder My Commission Expires: SSA. l OQUE tiattNy Public - Vote of Radial My Commission Ezpits May IM, / Commission # CC742832 C.C.F. ! , ZO NOTARY Electrical TOTAL DUE ate ate Engineering METRO -MDE PRODUCT CONTROL NOTICE OF ACCEPTANCE Alufab Hurricane Shutters, Inc. 2349 N.W. 147 Street Opa Locka FL 33054 Your application for Product Approval of: 20 ga. Galvanized Steel Storm Shutter Panel under Chapter & 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 Alufab Hurricane Shutters, Inc. Drawing No. 96 -280, sheets 1 through 8 of 8 dated 06/25/97, signed and sealed by Walter A. Tillit Jr., P.E. (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.:96- 1107.02 Expires:07 /17/00 THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewero .: 'tan Dade County Building Code Compliance Department and approv t1 e Building Code Committ - to be used in Dade County, Florida under the conditions s Approved: 07/17/97 Internet mail address: postmaster©buildingc a nline.com METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375 -2902 FAX (305) 372 -6339 Raul RodYiguez Product Control Supervisor s w anger, erector Building Code Compliance Dept. Metropolitan Dade County omepage: http : / /www.buiidingcodeonline.com Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 1. DESCRIPTION 1.1 APPROVED July 17, 1997 EXPIRES July 17, 2000 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. 96 -280, Sheets 1 through 8 of 8, using 20 ga. galvanized steel, structural grade ASTM A653, Grade 40, (minimum Fy = 44.390 ksi), Coating: Hot -Dip Zinc - Coated Galvanized Designation of G -60 in accordance with ASTM A525. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 14.38 ", forming 2.004" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6 (unless otherwise noted) as shown on the approved drawing number 96 -280, sheet 1 of 8 bearing the Dade County Product Control approval stamp. 2.4 Tested specimen's dimensions: 48" wide x 112" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 36" wide x 108" long overall (ATL # 0822.01 -96R) (PA 202) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 112' long overall (An # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 109" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 110" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 108" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 112" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 36" wide x 108" long overall (ATL # 0822.01 -96R) (PA 202) 48" wide x 152" long overall (ATL # 0822.01 -96R) (PA 201 and PA 203) 48" wide x 152" long overall (ATL # 0822.01 -96R) (PA 202) 3. LIMITATIONS 3.1 The maximum design pressure will be dependent on the maximum panel length, the mounting details, the anchorage details and the minimum separation from glass to be protected. For all the approved installations, refer to the details, sections and schedules shown on the approved drawing number 96 -280 sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 3.2 Minimum separation to existing glass to be protected shall be based on the maximum shutter length and maximum design pressure per schedule shown on the approved drawing number 96 -280 sheet 4 of 8 bearing the Dade County Product Control approval stamp. Helmy A. akar, P.E.- Product Control Examiner Product Control Division 2- Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 3.3 Maximum clearance between top of panel and inside of header shall be 1/4" . 3.4 Reinforcement: See Storm Panel Elevation, Sheet 1 of 8, Drawing No. 96 -280. 3.4.1 Panels bolted utilizing a 1/4 " -20 M.S. w/ 7/8" x 3/32" wingnuts @ every overlap at midspans. See Wall/Floor Mounting Installation Section 8 of the drawing above. 4. INSTALLATION 4.1 The panels shall be installed only with the maximum panel length, the mounting details, the anchorage schedules and the minimum separation from glass to be protected as shown on the approved drawing number 96 -280 sheets 1 through 8 of 8 bearing the Dade County Product Control approval stamp. 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. 96 -280, Sheets 1 through 8 of 8. Substitution of anchor type or indicated embedment is unacceptable. 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 conta 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 the following statement: "Dade County Product Control Approved ". 5.2 Also, a Warning Note shall be permanently labeled at each opening to be protected with shutter length over 108", each panel shall hay e 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 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 drawings No. 96 -280, Sheets 1 through 8 of 8, 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. Helmy A. Makar, P.E. Product Control Examiner Product Control Division - 2a- TEST TEST LOAD DESIGN LOAD Deflection 1 ARGE MISSILE IMPACT TEST SFBC PA 201 -94 (108" SPAN) SATISFACTORY ALT # 0822.01 -96R Max. 2.75" I - ' GE MISSILE IMPACT TEST SFBC PA 201 -94 (152" SPAN) SATISFACTORY ALT # 0822.01 -96R Max. 1.94" YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (112" SPAN) POSITIVE +72.0 PSF ALT # 0822.01 -96R +55.0 PSF ALT # 0822.01 -96R CLIC WIND PRESSURE TEST SFBC PA 203 -94 (112" SPAN) NEGATIVE -86.0 PSF ALT # 0822.01 -96R -66.0 PSF ALT # 0822.01 -96R ' YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (152" SPAN) POSITIVE +46.0 PSF ALT # 0822.01 -96R +35.0 PSF ALT # 0822.01 -96R YCLIC WIND PRESSURE TEST SFBC PA 203 -94 (152" SPAN) NEGATIVE -72.0 PSF ALT # 0822.01 -96R -55.0 PSF ALT # 0822.01 -96R 1 ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (108" SPAN) POSITIVE +105.0 PSF ALT # 0822.01 -96R +70.0 PSF ALT # 0822.01 -96R Max. @ design .1.190" 1 ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (108" SPAN) NEGATIVE - 127.50 PSF ALT # 0822.01 -96R -85.0 PSF ALT # 0822.01 -96R 1 ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (152" SPAN) POSITIVE +52.50 PSF ALT # 0822.01 -96R +35.0 PSF ALT # 0822.01 -96R Max. @ design 1.625" 1 ORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 (152" SPAN) 1 ^TIVE -82.50 PSF ALT # 0822.01 -96R 1 -55.0 PSF ALT # 0822.01 -96R DESIGN PRESSURE RATING: Length / Minimum Separation from Glass / Anchor's Type, 96 -280, Sheets 1 through 8 of 8. or Maximum Design Pressure / Maximum Panel Spacing Schedule & Embedment, see Drawing Number Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 7. TESTS PERFORMED: APPROVED July 17, 1997 EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 20 gage (0.036 ") storm panels, prepared by American Test Lab of South Florida, Report No. ATL # 0822.01 -96R, dated Sept. 24, 1996, signed and sealed by Gerard B. Sullivan, P.E. 8.2 Drawing: 8.2.1 Drawing No. 96 -280, Alufab Hurricane Shutters, Inc., 20 gage Steel Storm Panel, Sheets 1, 2, 3, 4, 5, 6, 7, and 8 of 8, prepared by Tilteco, Inc., dated 06/25/97, signed and sealed by Walter A. Tillit Jr., P.E. 14,/6.- A M✓d ��- Helmy A. Makar, P.E. - Product Control Examiner Product Control Division -2b- Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 APPROVED July 17, 1997 8.4 Calculations: 8.4.1 Storm panel shutter calculations, Sheets 1 through by Walter A. Tillit Jr., P.E., dated 09/18/96. 8.4.2 Storm panel shutter calculations, Sheets 1 through by Walter A. Tillit Jr., P.E., dated 05/12/97. EXPIRES July 17, 2000 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8.3 Material certification: 8.3.1 Mill Certified Inspection Report, dated 07/10/97, for Hot Dipped Galvanized coating G -60 Steel, ASTM A653 Grade 40 by Robert O'Neil of R & R Metals, Inc., with chemical composition and physical properties. 8.3.2 Tensile Test Reports from Certified Testing Laboratories, Job No. CTL -766B dated 09/23/96 for galvanized steel, tested per ASTM E8 -93, signed and sealed by Ramesh Patel, P.E. 14L by Tilteco, Inc., signed and sealed 24 by Tilteco, Inc., signed and sealed Helmy A. Makar, P.E. - Product Control Examiner Product Control Division -2c- 4 ., "Alufab Hurricane Shutters, Inc. ACCEPTANCE NO.: 96- 1107.02 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS APPROVED July 17, 1997 EXPIRES July 17, 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: "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. 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. c 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the u.cr by the manufacture: or its distributors and shall be available for inspection at the jeb 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 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" 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. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Helmy A. Makar, P.E. - Product Control Examiner Product Control Division END OF THIS ACCEPTANCE - 3 - MK No. OPENING WIDTH OPENING HEIGHT QUANT FLOOR i PRODUCT ih NOTES I ._ 2_ 53 1 53 1 1 (o ,# _ I • i ¢ 1 1 `/ —_____\ Il ' .P C 2 . 2 0 CA - CLPiv ,S7 a ). S Vito 4 32_ tat 3 cG 1 fP I NT coy / 6 _ ,s 5' 1 I_ H 3.1 s3 1 1 /1 C__C Pr - - - - - -- S3 1 1 - (U C)° go 1 j hi/ �/ J4 rN0 T ila th IL ( 2 1? 37 3 � '� .r I 1 -_ /.- _ - - 11 /-.--_/_._ & 1- 9 ] 3A- [- ` % /�QCk_ / �I 3_ _ 1 S (v o VO 1 I / L, t! - -- /.� 3� 82_ 1 1 I1 .. `7 V -0,10 Ir e SOLDTO ZiA am JOB ADDRESS r:3 ALUFAB HURRICANE SHUTTERS, INC. Nn[_KSJ 1`)_ Sr MAILING ADDRESS ,54 - 2341 Alibaba Avenue • Opa Locka, FL 33054 ORDER NO. (305) 688 -4701 • Fax (305) 688 -8033 Section 501.025, Florida Statutes (Consumer.Protection) provides That "... the buyer has the right to cancel a home solicitation sale until midnight of the third business day alter the day on which the buyer signs an agreement ..." I/We have read the foregoing proposed contract and accept the same on the terns and conditions printed on the reverse side and as stated above. DATE 6'-' " 1991 PHONE-'()S 73 7(0;2_9 �,pp �� FA0_5- � , . 3 7 - 259(L CITY/'Wf 1 ��n ✓1 / PL. - 33R �r CITY ` ?' 76— 4 BEEPER CONTACT PHONE 3 _____ APPROX DEL. DATE 1- '; (..JI(S G H.P. 4-6 This contract is subject to covenants and conditions on the reverse side hereof. This contract is the complete agreement between parties and no terms, conditions, contingencies, materials or work shall be expected of either party except as expressly provided for herein. COLOR New ( %1An\f 11 ,5 )vu/GC - "An7mG cir s C ez- ws F& o ,07 n1'(.E0 i P( W-� 'F A1Ece 4- t3 GiJAI - - S ' &c(,q -i /U1» 1 r/fiv /�` f rip f' l%�� IT C/j 6 (� ..ct&8 . ANY CHANGES AFTER FINAL MEASUREMENTS WILL BE CHARGED ACCORDINGLY This proposal dons not become a contract until accepted and signed by an ollicer of the Contractor and it not accepted, any cash payment will be returned. Contractor expressly reserves all contractors, mechanics and material man's lien which may be asserted under any provisions of law to secure payment of the contract price and may assert and fix the same as a lien upon the real property on which installation is made. Purchaser agrees to supply electrical power al job site. Purchaser Date THIS MICE IS BASED ON DIMENSIONS SHOWN ALUFAB HURRICANE SHUTTERS,INC. By ABOVE SUBJECT TO TERMS AND CONDITIONS ON REVERSE SIDE Total Cash Price $ Sales Tax _ _ _ Permit -- __ . _ Total Contract $ _ _ Deposit $ ___ _ _ Difference $ 0 'Z 7 3 .75 4., MK # 38 x 53 50 x 62 108" 3 x 5 3 50 x 62 108" REYNALDOS RESIDENCE MK# 10 60 x 80 74 x 89 102" MK# 11 60 x 80 74 x 89 102" 1 54 K # 5 1 3 9K # 3 62x60 38x41 108 108 J FRONT DOOR NOT COVERED MK# 13 38 x 52 50 x 61 102" MK #12 173 x 87 182 x 96 102" Opening Schedule M 5 62 x 73 MK #5 108" BLDG. SIZE= 65'x 33' FRONT MEAN ROOF HIGH= 12' -3" 5 3 64 62 108 3 3 x 5 3 50 x 62 MK# 14 60 x 80 68 x 89 102 MK# 15 x 40 6 x 49 102" LL _1. MK# 16 38 x 40 50 x 49 84" MK# 7 54 x 53 Opening Size 62 x 62 Unit Size 89" Ht. above Gr. MK# 17 34 x 82 38 x 91 84" 20 x 2 2 0 x 24 26 x 33 84" MK#19 38 x 78 50 x 87 • 84 0 N L±.1 z [0 N • o 0= CO 1 co co H coco - LO PO PO (/') W 8 J ~ Lt Ca J WEAN 1400147 (h) NON COASTAL ZONES COASTAL & NON COASTAL ZONES (TRI8v7ARY AREA ■ 20 F72.) COASTAL & NON COASTAL ZONES (7R/8UTARY ARIA - JO F7:.) COASTAL d1 NON COASTAL ZONES (7R78UTMr MCA ■ s0 FT2.) COASTAL ZONES EXE ZONE (ZONE 71 END ZONE (ZONE 6) ENO ZONE 11NTERIOR ZONE (ZONE 5) (ZONE 4 ) INTERIOR ZONE (ZONE 5) x4 TERIOR ZONE (ZONE 4 EDGE ZONE (ZONE 7) END ZONE (ZONE 6) NTET80R ZONE (ZONE 5) >60' -70' 116.5 85.8 47.8 57.2 553 753.1 174.1 75.7 >70•-80' 721.2 90.3 I 59.5 62.7 I 49.8 755.8 116.9 77.0 >80•-90' 125.8 93.8 >20' -25' 61.3 55.6 160.5 119.7 785 >90' -100' 129.6 96.6 49.9 63.6 75.3 164.4 122.5 80.7 >100 736.2 701.5 . 66.9 .52.6 170.0 126.7 83.4 >720' 141.3 106.5 70.6 70.7 67.7 173.6 1309 86.2 >740' -160' 148.4 710.6 63.3 72.9 62.0. 780.3 134.3 85.5 >160' -780. 153.7 7 14. 1 825 75.7 79.J 55.3 785.0 737.9 . 90.8 >180' -200' 157.8 717.6 77.5 788.0 740.7 92.7 >200' -250' 768.1 125.3 82.5 197.2 147.0 96.8 >250' -300' 176.6 737.5 86.7 204.7 152.E 100.5 >300' -350' 185.0 137.9 90.8 271.3 157.5 10.17 >350•-400' 182.3 143.5 94.5 . • 216.9 761.3 106.7 >400' -450' 799.8 148.9 98. t: t .I - - ,''2Z 1.5. 7 65.2 I 708.8 >450•-500' 204.7 752.6 i 190.5. . , 7, 5 X 215.J 168.7 111.1 MEAN ROOF ME/GM (h) COASTAL s• NON COASTAL ZONES ?1o1SlTARY AREA - 10 Fa.) COASTAL & NON COASTAL ZONES (TRI8v7ARY AREA ■ 20 F72.) COASTAL & NON COASTAL ZONES (7R/8UTARY ARIA - JO F7:.) COASTAL d1 NON COASTAL ZONES (7R78UTMr MCA ■ s0 FT2.) COASTAL 1' NON COASTAL ZONES (1AIBJTARr ARCA - 50 PR.) ENO ZONE (ZONE 5) INTERIOR ZONE (ZONE 4) ENO ZONE 11NTERIOR ZONE (ZONE 5) (ZONE 4 ) ENO ZONE (ZONE 5) x4 TERIOR ZONE (ZONE 4 ENO ZONE (ZONE 5) INT£R/O R ZONE (ZONE 4) 4C END ID A (ZONE 5) ZONE (ZONE 4) 0' -13' 61.5 47.8 57.7 I 45.6 553 44.6 5.13 43.9 57.7 42.9 >75'-20' 66.9 52.0 62.7 I 49.8 60.• 48.8 58.0 47.7 55.6 45.7 >20' -25' 77.5 55.6 67.0 53.2 643 52.7 62.0 51.0 59.4 49.9 >25' -J0' 75.3 58.6 70.7 56. 1 68.0 54.9 - 65.3 53.8 62.6 .52.6 > JO* - 40 67.3 63 a 76.4 I 60.7 73.5 39.4 70.6 58.7 67.7 56.9 >40' -50 86.8 67.5 813 1 64.7 78.4 63.3 75.J 62.0. 72.2 60.6 >50' -60' 97.4 71.1 55.8 68.1 825 66.7 79.J 55.3 75.0 63.8 CETERM/NATION OF POSITIVE PRESSURES BASED ON NEG4TTVE3 SHOWN ON CHART (a) FOR BUILDING N1TH WEAN ROOF HEIGHT £DUAL OR LESS THAN 60 POET : FOR ENO ZONES : I4ULT7PLY NEGATIVE PRESSURES BY 0.80 TO OBTAIN MAXIMUM POSRTVE PRESSURES. FOR INTERIOR ZONES : UULTIPLY NEGATIVE PRESSURES BY 0.9 TO OBTAIN MAXIMUM POSITIVE PRESSURES. (b) FOR BUILDING WITH MEAN ROOF HEIGHT GREATER THAN 60 FEET : FOR EDGE ZONES : MULT7PLY NEGATIVE PRESSURES BY 0.50 70 OBTAIN MAXIMUM POS/TWE PRESSURES. FOR END ZONES : MULTIPLY NEGATIVE PRESSURES BY 0.66 TO QST4IN MA XIMUM POSITIVE PRESSURES. FOR INTERIOR ZONES : MULTIPLY NEGATIVE PRESSURES BY 1.00 TO 08741N 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) r ■ IL EGO 1 .LIT 1W7146 t DrOWmcDEMO CONRAN7 4341 a.. >r . - 117. NKr 0•01127t1 Rya sIw Ma- : /aqo, -IW . fm : (. a 77 - ROVER A 7*LIT I_ -. C RL (X, / * 67 TR7BUEARY ARCA : wo'OOW OR 000R OR SHUTTER AREA AS APPLICABLE EXCEPT TTUr FOR FREE STANDING STORM PANELS (AT) PANEL SPAN (ft) x PANEL SPAN ( /t) NOTES : PROFESSIONAL DADINET97 S SIGNATURE AND SEAL LNOICATED ON THIS DRAWING ARE ONLY APPLICABLE 70 GENERIC WINO L0A0 CHARTS BASED ON A.S.C.E 7 -88 SECTION 6, REOLIREMENTS FOR A FASTEST WINO SPEC OF 710 m.p.A. & 1.05 LWPORTANCE FACTOR. SPECIFIC WIND LLYIDS BARKED OR HIGH LIGHTED ON THIS GENERIC CHART BY THE CONTRACTOR FOR AN SPECIFIC .,OB. AT THE TIME FOR APPLYING FOR A PERM?. AND DETERMINED BASED ON AN SPECIFIC WEAN ROOF HEIGHT. NINO EXPOSURE. AS AEU AS EDGE Elm OR INTERIOR ZONE. HAVE NOT BEEN ANALYZED BY THIS ENGINEER NOR THEY ARE aE7NC CERTIFIED BY THIS ENGINEER. SHOULD THIS CONDITION NOT THE ACCEPTABLE BY THE BUILDING OFFICIAL THEN MS SIGNED AND SEALED GENERIC 11UVD CHART SHUT NOT at USED 70 OBrA.w ANY PERMIT WHERE SPECIFIC DESIGN NINO LOADS ARE REOUIRED TO BE CERTIFIED BY A PROFESSIONAL 0408VE£4. ASCE 7 -88 /WIND LOAD SCHEDULES w � I I w i at a anew virin• • OADE COUNTY AS SHOWN SCALE' 5/17/x5 a1[ ( SKIT I a