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950 NE 95 St (5)Qualifier Square Pt. .SO APPROVED: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 950 NE 95 STREET Tax Folio /i3 Z- 7 Owner / Lessee / Tenant IRWIN B. BORUCHOW MD Owner's Address 950 NE 95 STREET, MIAMI SHORES, FL 33138 Contracting Co. ALL WEATHER CONTROL, INC. JAMES C. BOSWELL Master Permit # Phone 305 - 756 -8425 Address 1505 S.30 AV, HOLLYWOOD, FL 33020 SS# Phone 954- 920 -2391 Municipal # Competency #000016827 Ins.Co.AMERICAN STATES RNEZEVICH & ASSOCIATES Address 641 MORENA DRIVE OWNER'S be do auth 'Signat e of owne r axxxxxxammaraxxxat Date: )171/40.4A,...1 ,P- kwilar) Notary as to Owner and /or Condo President My Commission Expires: . 30.7 cj C L y % y SEAL ** * * V OFFICIAL NIANfUADR A�S NOTARY PUBLIC STATE OF FLORIDA * COMMISSION NO. CC461428 INNIMOV FEES ' IRERM�ISS N EXP. AUG. 30 N * * Zoning Mechanical * C.C.F. Fire Building Plumbing_ MIAMI SPRINGS, FL 33166 Estimated Cost(value) 2212.50 J5SSa Legal Description State #SCCO50658 Architect /Engineer Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING PENCE SIGN WORK DESCRIPTION INSTALL SHUTTER 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. AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will in complian ith all applicable laws regulating construction and zoning. Furthermore, I e the ab.- :med j tractor to do the work stated. Si ature of Contractor or Owner- Builder Da e: CI r Notary as to Contractor .' OxpisinCIEL C. EGBERT COMMISSION 1 CO573873 ve EXPIRES JUL 30, 7000 * BONDED THSU * ATLANTIC BONDING CO.. INC AP A494 NOTARY TOTAL DUE. My Commis * * w igs *V ** Other Electrical Engineering_ DATE: 1505 SOUTH 30th AVENUE • HOLLYWOOD, FL 33020 PHONE: 954- 920 -2391 • FAX: 954 - 921 -1645 • FL TOLL FREE 800 -432 -3714 BLDG OFFICIAL: MUNICIPALITY: ADDRESS OF MUNICIPALITY: DEAR .�,4 _ ""t-" WE ARE THE DADE COUNTY NOTICE OF ACCEPTANCE HOLDER FOR HURRI -FOLD ACCORDION SHUTTER NUMBER 96- 0514.03. THIS LETTER AUTHORIZES ALL WEATHER CONTROL, INC. TO USE OUR HURRI -FOLD ACCORDION SHUTTER APPROVED UNDER NUMBER 96- 0514.03 AT THE FOLLOWING JOB: JOB OWNER'S NAME: ow JOB ADDRESS: 9 5?) 95 s . SINCERELY, o 33)38 JA S C. BOSWELL, QUALIFIER • 4 , E c HURRI-LOCK • Exclusive Manufacturer of HURRI - FOLD ® Proven Hurricane Protection Systems Control SHU1'1'ERS Inc. , HURRI -SHUT® Sold to bd . 6.0e- t.c C 9s22 4F 9s Zip %/3D Phone 9 - o c/25 B ilding O1 f / - Apartment Install the Following cc' �vn'� •7 tvv 'tr •cIL.'u -.-, S6.41C, On✓ 4s Ce `wtE✓ sa.; 4 t o Win., ` 2-2a(IJ . St RQaflt te..a 4)/ h Approved OFFICER OF COMPANY 1� Control SHUTTERS inc., 1505 S. 30 Ave.. Hollywood FL 33020 State Certification #SCCO50658 Broward Hollywood Miami Boca Raton Fax Number Toll Free (Florida) DIAGRAM ' 954- 524 -6833 954 - 920 -2391 305 -949 -7672 407 - 278 -9000 954 -921 -1645 800 -432 -3714 • 'LEASE READ CAREFULLY: This order becomes final and noncancellable by the purchaser when the purchaser's signature is affixed hereon, and is subject o approval by an executive of the company, which approval may include, but is not limited to, credit and installation and approval. >ny statement, whether written or verbal, not appearing on or attached to this order form shall not be binding on the company. 'he company shall not be required to perform hereunder where impossible due to prior sales, strikes, government regulations, equirements, and laws, or to any conditions beyond the company's control. f an executive of the company determines performance hereunder to be impossible, the company shall be entitled to receive the actual exf;enses incurred in processing this order. n the event,ol any Litigation regarding the performance or payment of this contract, the purchaser agrees to pay reasonable attomey's ees and coup costs. OFFICE COPY • WHITE CUSTOMER COPY • CANARY SALESMAN COPY PINK ORDER NO. /5�� -sd - c 44 clot r I J 1 $ - 7 " R. Price(' )( /e', Tax $ /32-. Total Permit $ C u Deposit $ / /72-i 5 9 (50% Required) i112,a - � (Due on Installation) Cal t‘ Balance $ w � THE PURCHASER UNDERSTANDS THAT ALL ITEMS ORDERED ARE CUSTOM MADE AND THAT THIS ORDER MAY NOT BE CANCELLED BY THE PURCHASER. WHEN REQUIRED CONDOMINIUM OWNER WARRANTS TO ALL WEATHER CONTROL, INC. THAT PERMISSION FOR INSTALLATION OF SHUTTERS HAS BEEN AUTHORIZED BY THE PROPER AUTHORITY, PERSON, ASSOCI- ATIONS OR CORPORATIONS. Hurri -L 26 Hurri -Fold• 3670797 urrl -Shut 3452477 Hurrl -Down• 3667161 Venetian Other 1 Quantity 1 Frame Color i Panel Color W k11 t Secure -A -Slat Flex/Weave SolidNented So r X 11 Sold to bd . 6.0e- t.c C 9s22 4F 9s Zip %/3D Phone 9 - o c/25 B ilding O1 f / - Apartment Install the Following cc' �vn'� •7 tvv 'tr •cIL.'u -.-, S6.41C, On✓ 4s Ce `wtE✓ sa.; 4 t o Win., ` 2-2a(IJ . St RQaflt te..a 4)/ h Approved OFFICER OF COMPANY 1� Control SHUTTERS inc., 1505 S. 30 Ave.. Hollywood FL 33020 State Certification #SCCO50658 Broward Hollywood Miami Boca Raton Fax Number Toll Free (Florida) DIAGRAM ' 954- 524 -6833 954 - 920 -2391 305 -949 -7672 407 - 278 -9000 954 -921 -1645 800 -432 -3714 • 'LEASE READ CAREFULLY: This order becomes final and noncancellable by the purchaser when the purchaser's signature is affixed hereon, and is subject o approval by an executive of the company, which approval may include, but is not limited to, credit and installation and approval. >ny statement, whether written or verbal, not appearing on or attached to this order form shall not be binding on the company. 'he company shall not be required to perform hereunder where impossible due to prior sales, strikes, government regulations, equirements, and laws, or to any conditions beyond the company's control. f an executive of the company determines performance hereunder to be impossible, the company shall be entitled to receive the actual exf;enses incurred in processing this order. n the event,ol any Litigation regarding the performance or payment of this contract, the purchaser agrees to pay reasonable attomey's ees and coup costs. OFFICE COPY • WHITE CUSTOMER COPY • CANARY SALESMAN COPY PINK ORDER NO. /5�� -sd - c 44 clot r I J 1 $ - 7 " R. Price(' )( /e', Tax $ /32-. Total Permit $ C u Deposit $ / /72-i 5 9 (50% Required) i112,a - � (Due on Installation) Cal t‘ Balance $ w � THE PURCHASER UNDERSTANDS THAT ALL ITEMS ORDERED ARE CUSTOM MADE AND THAT THIS ORDER MAY NOT BE CANCELLED BY THE PURCHASER. WHEN REQUIRED CONDOMINIUM OWNER WARRANTS TO ALL WEATHER CONTROL, INC. THAT PERMISSION FOR INSTALLATION OF SHUTTERS HAS BEEN AUTHORIZED BY THE PROPER AUTHORITY, PERSON, ASSOCI- ATIONS OR CORPORATIONS. ME i f10-9AOE PRODUCT CONTROL NOTICE OF ACCEP 'ANCE All Weather Control, 1n 1505 South 30 Avenue Ilollywoocl FL 33020 Acceptance No.:96-0514.03 (Revises No.: 95- 0215.03) Expires:08 /29/99 METROPOLITAN DAVE COUNTY. FLORIDA METRO -DADE FLAGLEr1 BUILDING BUILDING CODE COMPLIANCE OFFICE SUI I E 1603 METRO DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375-2900 INTERNET: mdcc0l @shadow.nel PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Your aupliccatiu Product Approval of: "llurri - Fold" Aluminum Accordion 7' �c�htittersr 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 mill 1)ran'irr' No. 94 -192, Steels 1lhilt 6 of (► (tor 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 slated below. The Office of Codc Compliance reserves the right to secure this product or material at anytime from a jobsitc 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 alllmcndments 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 sleet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rod - lgucz Product Control Supervisor T1I1S IS TULE COVERSIIEE1', SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMIT I'EE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by Ole Building Code Committee to be used in Dade County, Florida under the conditions set forth above. t lcs anger, 1 Director Building Codc Compliance Dept. Metropolitan Dadc County X11! 1Vcallier Contt [nc. ACCEPTANCE NO.: 96 -05 1 11.03 APPROVED iIIIG ? 9 1996 is'xpIRES : MG 2 9 1999 NOTICE OIL ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves an aluminum accordion type shutter 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 - "Minimum Design Loads for 13uikdings 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 Main blade is 4.058" x .062" thick, constructed (and may be vented) as indicated on approved drawing No. 94 -192, Sheets 1 and 2 of 6, using extruded aluminum alloy 6063 -T6, which is also used for the auxiliary slats (each male and female lock bar is reinforced with an 1/8" alum. angle) and rest of the components shall be constructed as indicated on the sauce drawing. 2.2 Inside blade pins shall be 1112 x 3" Sheet Metal Screws made of 18 -8 stainless steel. Outside blade pin shall be /112 x 2" 18 -8 S.M.S. and washer, both made of stainless steel. Nylon bushing shall be 1/2" dia. by 3/4" long. 2.3 Tested specimen: Dimensions: 40" long overall; 81 3/4" long overall; 120" long overall. 3. LIMITATIONS 3.1 Maximum blade height or span: 3.1.1 Wall Mount, Ceiling & Floor Mount and built -out mount: 120" or less depending on the design Toad. For Design Load vs. Span see "Maximum Allowable Span Schedule" chart on Drawing 94 -192, Sheet 3 of 6. 3.2 Ivlininnunt separation between glass to be protected and shutter: 3.2.1 For shutter installations up to 30' - 0" above grade = 3 5/8" 3.2.2 For shutter installations above 30' - 0" above grade = As detailed on "Minimum Separation from Glass" chart on Drawing 94 -192, Sheet 3 of 6. 3.3 ipccial rccl3�ir�Incul: 3.3.1 A maximum of 0.250" clearance is allowed between bottom of blade and top of sill and top blade and bottom of header. 3.3.2 At bottom of each astragal there is a .218" 0 SS locking pin which shall remain attached to shutters at all time. Secure tightly to sill extrusion in the locked position during hurricane warning. 3.3.3 Two spring loaded aluminum Book locks arc required to be installed, facing outside or inside, on the male astragal engaging with the female at 6" above an( ‘6" center line of panel. Both must be activated during hurricane warning. -2- • Orland .,.)131anto, -I'.E. - flans Examiner II Product onlrol Division LII Weather Control, Inc ACCEl'1'ANCE NO.: )6- 0514,03 APPROVED EXI'II4I;S MU 7 9 1995 AUG 7 9 1999 NOi'ICE OIL ACCEPTANCE: SPECIFIC CONDITIONS 4. INSTALLATION .4.1 'flee panels shall be installed in the following conditions: 4.1.1 Built Out Condition Every outer blade hangs from a stainless steel set of double rollers. Every blade has two pins at top and bottom (1112 x 3" SMS c, inside location and 1/12 x 2" n outside) consisting °I an 18 - 8 stainless steel screw. The inside pin has a nylon bushing that slides within the Header - CIg. Mounted (Part 2) and Sill - Floor Mounted (Part 4) extrusions. Both header and sill arc fastened to a 2" x 5" 1/8" aluminum Angle (fart 17), using 1/4 " -20 machine screw with nut spaced at 6 3/4" o.c., used to provide the build -out. These angles are then anchored to the wall as shown on Section A -3 "Build -Out Mount" on Drawing No. 94 -192, Sheet 4 of 6, bearing the Dade County Product Control Approval Stamp. 4.1.2 Wall Ms1'_tlut - 1n this mounting arrangement, the Header - Wall Mounted (fart 1) and Sill - Wall Mounted (Part 3) are anchored directly to the wall as shown on Sections A -1 & A -4 "Wall Mount" on Drawing No 94 -192, Sheet 4 of 6, bearing the Dade County Product Control Approval Stamp. 4.1.3 Ceiling & Floor Mount The same Meader (Part I) used in the wall mount is fastened to the long leg of a 2" x 3" x 1/8" angle using 1/4 " -20 machine bolt w /nut @ 6.5" o.c. The header angle and Sill -Floor Mounted (Part 4) extrusion are anchored to the underside of a poured concrete lentil and to a poured concrete slab or bulkhead respectively, as shown on Section A -2 "Ceiling /Inside Mount" on Drawing No. 94 -192, Sheet 4 of 6, bearing the Dade County Product Control Approval Stamp. 4.1.4 Ally 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 No. 94 - 192, Sheets 1 through 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and are to be engineered separately. 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. 4.3 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 tittle. 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 ". Orlando li . tiro, P.E. - Plans Examiner 11 Product ' Ilrol Division All Weather Control. Inc. ACCEPTANCE NO.: 96- 0514.03 7. 'PESTS PERFORMED , APPROVED RISUL'I -2b- AUG 7 9 1996 EXPIRES : AUG 7 9 1999 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 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 slowing number, size and location, including (height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 94 -192, Sheets 1 through 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. 6.3 This renewal supersedes Notice of Acceptance No. 95- 0215.03, dated June 8, 1995. Orla1 Blanco, P.E. - Plans Examiner 11 Pro( uel Control Division TEST 'PEST LOA') DESIGN LOAD Deflection LARGE MISSILE I MPACT TEST SFBC PA 201 -94 (120" SI'AN) Center male SATTSFAC!'OItY MTL -16213 Max.. 3 5/8" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 IOSITIVE (120" SPAN) +83.7 PSF N4TL -16213 +64 I'SF MTL -16213 CYCLIC WIND PRESSURE TEST SFI3C PA 203 -94 NEGATIVE ( 120" SPAN) -83.7 PSI' MTL -16213 -64 PSI' MTL -16213 UNIFORM STATIC AIIt PRESSURE TEST SFBC PA 202 -94 POSITIVE (120" SPAN) +160 PSF MTL -16213 +106 PSI' NI @ Design 2.92" UNIFORM STATIC AIR PRESSURE TEST SFI3C I'A 202 -94 NEGATIVE (120" Sl'AN) -140 PSF MTL -16213 -93 PSF MTL -16213 UNIFORM STATIC Alit PRESSURE TEST SF13C l'A 202 - 94 NEG. (81 3/8" SI'AN) -180 PSI' MTL - 1 6213 -120 PSF _ M - 16213 UNIFORM STATIC AIR PRESSURE TEST SFI3C PA 202 -94 NEG. (40" SPAN) -320 PSI' MTL -16213 -213 PSI' MTL - 1 6213 DESIGN PRESSURE RATING For Design Load vs Span, see "I4 i%iu Allowable Span Schedule" for Positive and Negative Loads 011 Dwg. No. 94 -192, Sheet 3 of 6. 7 .--- ) All Weather Control. Inc. ACCEPTANCE NO.: 96- 0514.03 7. 'PESTS PERFORMED , APPROVED RISUL'I -2b- AUG 7 9 1996 EXPIRES : AUG 7 9 1999 NOTICE OF ACCEPTANCE; SPECIFIC CONDITIONS 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 slowing number, size and location, including (height above grade, of openings to receive shutters, and mean roof height and width of building. 6.1.3 Duplicate prints of approved drawing No. 94 -192, Sheets 1 through 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. 6.3 This renewal supersedes Notice of Acceptance No. 95- 0215.03, dated June 8, 1995. Orla1 Blanco, P.E. - Plans Examiner 11 Pro( uel Control Division All \Vcathcr Control, Inc. ACCEPTANCE NO.: 96 -05 1.4.03 APPROVED EXPIRES : AUG 2 9 1996 AUG 2 9 1999 NOTICE OF ACCEPTANCE; SPECIFIC CONDFFLON 8. EVIDENCE SUBMITTED 8.1 'Pests: 8.1.1 Test report on Large Missile Impact, Cyclic Wind Pressure and Uniform Static Air Pressure Tests, of "Accordion Shutter ", prepared by Miami Testing Lab, inc., Report No. 16213, dated 02/09/95, signed and sealed by David G. Ober, P.L. 8.2 Drawings: 8.2.1 Drawing No. 94 -192 "I-lurri -Fold Accordion Shutter ", Sheets 1 thru 6 of 6, prepared by Knezevich & Associates, Inc., dated 02/08/95, with revision I dated 04/21/95, signed and sealed by V.J. Knezevich, l'.E. 8.3 Material Certification: 8.3.1 Mill Certified Test Report issued by Alumax Extrusions dated 01/11/95 with chemical composition and mechanical properties for aluminum alloy 6063 -1'6. 8.3.2 Tensile Test Report No. 257137 -13, prepared by Center for Applied Engineering, Inc., dated 12/22/94. 8.4 Calculations: 8.4.1 Anchor analysis dated 2/03/95 - 2/08/95, Pages 15 through 23, prepared by Knezevich & Associates, signed and sealed by V.J. Knezevich, P.E. Orlai • L. Blanco, P.E. - Plans Examiner 11 Product Control Division MI Weather Control, Inc, AI'PItOV1;1) EXPIRES NOTICE OF ACCEPTANCE; STANDARD CONUITIQNS END OF TIIIS ACCEPTANCE -3- ACCEPTANCE NO.: 96-0511.91____ : MG 2 9 1996 : NJG291999 I Renewal of this Acceptance (approval) shall be considered aller 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 Otis 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 110 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 (Adds 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 I, 2, 2(a) through 2(c) and this last page 3. Items 10.11 & 12 listed below only apply to g1n pr_odstelsj t�l 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. 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" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one lc c'illwith the unit. No wood or plastic shields or pins shall be used fir anchoring. 1I 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prey nlio(i, Chapter 36 of the South Florida Building Code. Orlando 31. ;co, P.E. - Plans Examiner II Product Col trol Division DESIGN WIND LOADS CPSF) TRIB. AREA > 20 SQ. FT. ' COASTAL OR NON-COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE ZoneC4) & (5) NEGATIVE Int. ZoneC4) NEGATIVE 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 I 52.7 -56.0 I -69.7 > 30 -40 I 57.2 -60.8 -75.7 > 40 -50 1 60.9 -64.8 -80.7 > 50 -60 I 64.2 - 68.2 -85.0 DESIGN WIND LOADS (PSF) TRIG. AREA > 20 SQ. FT. COASTAL DR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. ZoneC4) NEGATIVE End Zone(5) 0 -15 39.6 ► -42.0 -52.1 > 15 -20 42,9 -56.6 > 20 -25 ---.7.15. 45.8 I -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 CPSF) TRIB. AREA < 20 SQ. FT. - COASTAL DR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE ZoneC4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End ZoneC5) 0 -15 45.1 -47.9 -61.5 > 15 -20 49.0 - -66.8 > 20 -25 52.2 -55.4 -71.2 > 25 -30 I 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 CPSF) TRIB. AREA < 20 SQ. FT. COASTAL OR NON COASTAL BUILDING ZONES ,MEAN ROOF HEIGHT POSITIVE ZoneC4) & (5) NEGATIVE Int. ZoneC4) NEGATIVE End ZoneC5) 0 -15 I 41.3 -43.8 -56.1 > 15 -20 44,$ -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 I 61.4 -65.0 -83.3 DESIGN WIND LOADS <PSF) TRIB. AREA > 50 SQ. FT. COASTAL DR NON - COASTAL BUILDING ZONES • MEAN ROOF HEIGHT NEGATIVE Int. Zone(4) NEGATIVE End ZoneC5) POSITIVE one<4) & (5) 0 -1 MIIIMPIPAIIII > 20 -25 4 0. 6 -, ■11 -47.1 lemasynimm 47.0 -50.2 -5 .5 > 25 -30 49.5 I -52.9 I -62.7 > 30 -40 53.8 I -57.4 1 -68.0 > 40 -50 57.3 I -61.2 I -72.5 > 50 -60 60.4 I -64.4 1 -76.4 DESIGN WIND LOADS CPSF) TRIB. AREA > 50 SQ. FT. COASTAL DR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE ZoneC4) & C5) NEGATIVE Int. Zone (4) NEGATIVE End Zone(5) 0 -15 37.2 -39.7 I -47.0 > 15 - 4Q. 1 -43.1 -51.0 > 20 -25 43.1 I -46.0 I -54.3 > 25 -30 45.4 I - 48.4 -57.2 > 30 -40 49.3 I -52.6 -62.1 > 40 -50 52.5 I -56.0 I -66.2 > 50 -60 55.4 1 -59.0 -69.8 ASCE 7 -$8, 7 -93 DESIGN LOADS FOR COMPONENTS & CLADDINGS BUILDINGS WITH A MEAN ROOF" HEIGHT < 60 FT. PCTES. ROOF SLOPE, e > -10 -'1 0 ° ROOF SLOPE, e < 10 1. TABULATES DESIGN VINO LOADS ARE ON ASCE 7 -88 AND 7 -93 SPECIFICATIONS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USEa■ A. MEAN ROOF HEIGHT LESS THAN DR EQUAL TO 60 FEET. B. BASIC WIN SPEED 110 MPH C. AN IMPORTANCE FACTOR OF 1.03 FOR CATEGORY I STRUCTURES. FOR CATEGORY II AND III STRUCTURES, MIITIPLY APPLICABLE LOAD BY 1.12. D. TRIBUTARY AREA AS NOTED. DESIGN LOADS ARE APPLICABLE FOR COASTAL AND NON-COASTAL BUILDING ZONES. EXPOSURE 'C' IS USED FOR ALL BUILDINGS LESS THAN 60 FEET. 3. POSITIVE AND NJEGATIVE LOADS FOR ALL FLOORS ARE BASED UPON THE MEAN ROOF HEIGHT CF THE BUILDING CR STRUCTURE. 4. 'BUILDING ZONES SHALL BE DETERMINED IN AOC RDN.CE WITH THE DIAGRAM SHOVN. DIJ£NSIDN 'o' EQUALS 10% of MININum BUILDING WIDTH OR 40X CF MEAN ROOF HEIGHT CH). WHICHEVER IS SMALLER. BUT NOT LESS THAN EITHER 4X OF MINNUM VIDTH OR 3 FEET. V.J KNEZ Fl. Llcen MIO date 5. LINEAR INTERPOLATION MAY BE USED FOR VALUES BE'VE:N TABULATED ELEVATIONS. 6. TRIBUTARY AREA REFERS TD THE AREA OF LOAD THE SYSTEM DR COMPONENT RESISTS. FOR INTERLOCKING SYSTEM SUCH AS STORM PANELS AND FOLDING CAC...7^ RDIDN) SHUTTERS, THE SHUTTER AREA MAT BE USED. FOR OTHER SYSTEMS. REFER TO THE ENGINEERED. DRAWINGS DR THIS OFFICE FOR APPROPRIATE TRIBUTARY AREA OR USE MAXIMUM LOADS FROM DESIGN LOADS FOR TRIBUTARY AREAS LESS THAN 20 S9. FT, l/ � PROFESSIONAL ENGINEER Stru_turot E 0010983 ClOc O '.0 VI N CD z *0 G Gol WW n a z >I- in < ; J p N m a 0 • < • N • C W M Z=.-4 Ws02a 0 0 L u m a 137' 1.062' 1250' 1 375' .312' 1 2280' 1.625' - .075' .062' .062' SCALC. HALF SIZE 3.100' SCALE. HALF' SIZC -.062' .075' .562' O HEALER -WALL MOUNTED O HEADER -CLG. MOUNTED 1 --I t-- .125' 1.18e' -{ 1 JJJ l . 1 68' I.D. .3 70' C.D. © MALE WALL HINGE SCALE. HALF SIZE 7 1.3 L---- 11 ADJ. SILL- BOTTOM 2.151' . .651' F- .750'y 15 RECESSED SILL SCALE HALF SIZE .31r .060'- 1.47 1.350' L T .860' 314' L 1.406' �-- 1.625' F.075' .962' urn 1.56x1 SCALE. HALF SIZE. 0 FEMALE WALL HINGE SCALE HALF SIZE 3299' 1 . - .773' .6 51' 1.875' I J U .298' .650' F-.775'r- 1.688' 3.113' 1.770' - - .D06 420' 1.D. .544' C.D. 12 ADJ. SILL -TOP SCALE. HALF SIZE .0062' -: J STAINLESS . TELL AS..,+Q;LT .460'11 MLLE NTLDM VWCCL L1127' 16 ROLLER ASSEMBLY SCALE. HALF SIZE TYPICAL AT EVERY OTHER INTERIOR TCP JOINT A - .125' 1.188' - I � _L `` .312' 2.945' .375' 1.125' 3/16' ALA. PCP R I V E T a 12' Q 1/8' ALUM. JG_C .070' (Ifn I 1 t--- 3.829' 13 MALE LOCK BAR SCALE HALF SIZE 6063 -T6 ALUMINUM ALLOY ANGLE 1.070' -_. .375' ---r L5 1 15' 1.070' 1.430' l V O SILL -WALL MOUNTED 1 1409' SCALE HALF SIZE 1.125' .562' 1.344' .07.- tIT SCALE. MALF SIZE 5.312' 3.750 .688' 3.031' 070' r C' .50O'L.770' 1.500' 1.770' - O 'Z' SILL SCALE. MALF SIZE 1 1.04 9' .562'r l I .375' 1.000' F- -T 1 F 1.109' -1 3/16' ALUM. POP RIVET a 12' O.C. 1 'I - 1/8' ALUM. ANGLE 7.688' 1.I58' 1_ : 070' 1 1/2'1 x 3/4' t. 4G NYLON 1USHII.G v/ 112 x 3' 18 -8 STAINLESS 'TELL :HS v/ SS. VA.SHER 3.7 FEMALE LOCK BAR SCALE HALF SIZC 6063 -T6 ALUMINUM ALLOY BUSHING ASSEMBLY SCALE HALF SIZC 1.125' .070' - IfT O SILL -FLOOR MOUNTED SCALE. MALF SIZC SCALE HALF SIZE 112 x 2' 18 -8 STAINLESS STEEL SMS v/ S S. VASHC ELSE 3' SCRCV IF tuSH9NG IS USED ON OUTSIDE) 3.031' 1 .562' 1.344' _L .375' .3 75' TOP L SOTTO„ DETAILS SHOvH CONDI:T(CNS DICTATE. 3.562' 062' � mn 1 .168' I.D. .420' I.D. .3 70' C.D. .622' O.D. O TYPICAL BLADE SCALE HALF SIZE 6063-T6 ALUMINUM ALLOY O OPTIONAL SILL MEMBER 10 DOOR SILL SCALE HALF SIZE ItiC EL.i. SOUTH FLORI DA1; BY A BUILDI 1 d ST 1. THIS ACCORDION SM.ITTCR SYSTC4 IS DESIGNED IN ACCORDANCE VITM THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION. AND THE 1994 BROvARD CD..HTY EDITION. THIS SYSTEM ALSO COrPtICS V/ THE S0C 1991 EDITION v/ PALM BEACH COUNTY AMENDMENTS L THE STANDARD BUILDING CODE. 1993 EDITION v/ mONRCE COUNTY AMENDMENTS. POS1TIYE AND NCGATIYE DESIGN PRESSURE CALCULATIONS SMALL BE PCRFORNED IN ACCORDANCE VITH ASCE 7 -88 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. PROTECTED OPENINGS SMALL HAVE A DESIGN PRESSURE LESS THAN OR COUAL TO THE SHn1TTER DESIGN PRESSURE. 3. ALU41)dJ4 CX MSS SIENS SHALL EE 6063 -15 ALUMINUM ALLOY. U.D.H. 4. EACH S- 4uTTCR ASSEMBLY SMALL BE PERMANETLY LABELED AT THE CENTER OF THE UNI LOCKING MEMBER AS FOLLOVS• ALL WEATHER CONTROL. INC. HOLLYV00D. FL. 'HuRRI -FELD' ACCORDION SHAJTTCR DADE COUNTY PROD. APPRD. 5. ALL MOLTS AND vASHERS SHALL BE GALVANIZED OR 18 -8 STAINLESS STEEL V/ A MIN. r • 33 K:1. PCP RIvETS SHALL BC 5052 AL UMINta( ALLOY. 6. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM 6' ABOVE AND BELOW CENTER OF LOCKING MEMBERS. LOCATION OF LOCKING MEMBERS MAT VARY. 7. THE DETAILS AND SPECIFICATIONS SMOVN HEREIN REPRESENT THE PRODUCTS TESTED FOR IMPACT, CYCLIC AND UNIFORM STATIC AIR PRE:SJRE IN CONFORMANCE V/ DA,"E CDLNTY PROTOCOLS PA 201,202 AND 203 VI TM DESIGN LOADS L SPANS AS TABULATED. 8. DESIGN 1S BASED ON M1AM1 TESTING LABL^RAT6iT REPORT No. 16213. F1EL) Nu WITH THE G CODE 9_ loe_6) PRODU DIVSIO'i EUILDING CODE CDMPtJANCE OFFICE FCCEFTANCE NO.9 4 51.0 3 CC t/f cc 0 L) L) 0 J 0 0 0 L t e/ yL r r v_1 luv[�v t Pq(yr31 / Cx1MT FL L n� y 1v. x o.oq• ey T - -� •f V i VA 94-192 .w•. t 1 0! 4 v1Dtr n I twit 0 iIIIII „ 111 L TYPICAL ELEVATION N.1 .S. LOCKING MEMBERS LOCATION IMY VARY LOCKING MECHANISMS DETAIL C DETAIL D BOTTOM TRACK 320• 3 /B' THICK ALUK HQOK LOCK - -' \ � 18 -32 x 3 /B• 18 -8 SS PAN HEAD M �. SCRCV V/ ALU — j,1 1 BINDING PAST r j I DETAIL C ALUK SPRING RETAINER CLIP SCALE' HALT SIZE ALUK PIN LOCKING CLIP V/ 5 - 3/I6'. Pip R1vETS SEPARATION • FROM GLASS (SEE SCHEDULE) f 'MBER (SEE TAILS) CLOSURE FASTENER ! 24' D.C. (SEE CLOSURE DETAILS FDR ACCEPTABLE ANCHOR) / / / / 0218'. S.S. LOCKING PIN TYPICAL PLAN VIEW I Q SCALE. 3' • 1•-0' GLASS /DOCK r _--/ 7, 2 :1_; ) DETAIL D SCALE. 3' • 1' -0' SPRING LOADED L. BASE LOCK MECHANISM SILL (INSIDE OR DUTSIDC) ALUK CLIP OR S.S. BALL CHAIN FOR PIN STORAGE C EXISTING STRUCTURE 2 ROvS 7 8 3/4' VIDE VENT ! 10' D.C. TYP. ED AS COMPL NGJWITH THE FLOR : B i ' ING' / CODE �� � 519 CO?$ OL DIVISION G CODE COMPLIANCE OFFICE NCE NO. - OS IL) Q VENT SLOT DETAIL K T.S. L) z ce :044 v1 Iv 111M1 L' .1)41:1 R 'x '• 16 oglir 91 -192 PI I II 1 v1Dtr n I twit 0 iIIIII „ 111 L TYPICAL ELEVATION N.1 .S. LOCKING MEMBERS LOCATION IMY VARY LOCKING MECHANISMS DETAIL C DETAIL D BOTTOM TRACK 320• 3 /B' THICK ALUK HQOK LOCK - -' \ � 18 -32 x 3 /B• 18 -8 SS PAN HEAD M �. SCRCV V/ ALU — j,1 1 BINDING PAST r j I DETAIL C ALUK SPRING RETAINER CLIP SCALE' HALT SIZE ALUK PIN LOCKING CLIP V/ 5 - 3/I6'. Pip R1vETS SEPARATION • FROM GLASS (SEE SCHEDULE) f 'MBER (SEE TAILS) CLOSURE FASTENER ! 24' D.C. (SEE CLOSURE DETAILS FDR ACCEPTABLE ANCHOR) / / / / 0218'. S.S. LOCKING PIN TYPICAL PLAN VIEW I Q SCALE. 3' • 1•-0' GLASS /DOCK r _--/ 7, 2 :1_; ) DETAIL D SCALE. 3' • 1' -0' SPRING LOADED L. BASE LOCK MECHANISM SILL (INSIDE OR DUTSIDC) ALUK CLIP OR S.S. BALL CHAIN FOR PIN STORAGE C EXISTING STRUCTURE 2 ROvS 7 8 3/4' VIDE VENT ! 10' D.C. TYP. ED AS COMPL NGJWITH THE FLOR : B i ' ING' / CODE �� � 519 CO?$ OL DIVISION G CODE COMPLIANCE OFFICE NCE NO. - OS IL) Q VENT SLOT DETAIL K T.S. L) z ce :044 v1 Iv 111M1 L' .1)41:1 R 'x '• 16 oglir 91 -192 41 TENSION1110 LIPW VARIOUS ANCHOR SCHEDULE - FASTENER SPACING REQUIRED FOR W/ 2' EDGE DISTANCE TENSION SHEAR DESIGN LOADS (INCHES D.C.) AND•CR DESCRIPTION Ez1S1 ST RUCTLRC 1/4'0 RAY& SLEEVE ANCN0R V/ 2 -1/8' MIN. EMBEDMCt4T CONCRETE KILLDV !LOCK V c 72 SS.$ 72 < v 1 101 WOOD TRANING v ( 72 ANCrOR 1SSCRIPTION 205 c v 1 220 1/4'0 RAWL SLGSyC A∎CMOR V/ 1 -1/8' KIN. G(1CDrCNT 1/4'• RAVE SLEEVE At[7(OR v/ t -1/0' NIN. C34lED1404T 101 ( V 1 220 L I S'-0' 1/4•41 WOOD LAG SCREW V/ I -I/2' NIN. PENETRATION `• L1' LOAD (V) SPAN (! />t r1. V < 72 72 (V 1 10S 101 c v f 220 v c 72 72 (v 1 )03 105 (v 1 220 V ( 72 72 ( v 1 107 101 ( v 1 220 L f 5' -0' L7' r 6.5' L5' r 6 .5 61' L5• / 6 L7• L-5' LS' L.,5' S' 61• LS' LS LS' L7' 6.5' 4' 5' 1 L c 8' 2 -1 /0 L5' 63 L5' r 4• LS CS' 63 • 63' r S' L3' L S' Ls' 6' 65' 3' 8•�r I L 0 10•-0' 5• -0' ( L 1 8' -0' U• L`- L7• r • 4' L5 • L.7" S' ' Li' - 4' LS' L5' LS' S' 8' 0 L S 10' - 0' 41 TENSION1110 LIPW ANCHOR SCHEDULE - FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES D.C.) W/ 3' EDGE DISTANCE EK1STING p SiRUCTLRC pNCRf1C t41LOV !LOCK WORD rRANIeG AND•CR DESCRIPTION I /4'A RAK SLEEVE AKNOR V/ 1-1'8' MIN. C/<ICDrC)(i 1/4'0 RAY& SLEEVE ANCN0R V/ 2 -1/8' MIN. EMBEDMCt4T 1/4' VCCD LAC SCREW V/ 1 -1/2' MIN. PENETRATION LOAD (V) SPAN (L Ay" rt. V c 72 SS.$ 72 < v 1 101 101 ( v 1 220 v ( 72 72 ( v f 107 205 c v 1 220 - 0' 72 ( V S 105 101 ( V 1 220 L I S'-0' • `• L1' LS' L5' / 6i' LS' 6Z' 6.5' LS' L S' 1 L5' 6_' 6.3' LS ' 4' S -0 �1 .) 67 ® ® 6.3 4' 7 0•-0' 0 L ( 10•-0• 45' 6 LS' r G 1 6.7• e - I L 0 10 -0' i Ls• L7' r 6.5' L5' r 6 .5 L5• 6.3' r 4• L1' 63• 6.5' 5• 1' - MINIMUM SEPARATION FROM GLASS • rOR INSTALLATIONS WHERE A PORTION Or TN[ SHUTTER IS LESS THAN 30' - 0' ABOYE GRADE. MIN. SEPARATION rRC`'. GLASS SHALL BE 3 -5/8' rDR INSTALLATIONS GREATER THAN 30' -0 ABOvE GRACE, USE TABLE BELOW POSITING 10' MINIMUM DCSIC✓4 MAX1MJM ALLOVADLC SEPARATION LOAD PAN 0_ ) rREN GLASS CA) (PST) (rT - 1N) (D4) - 0' L f 5• -0' 1 30.0 5' -O' < L 1 9• -0' 1 -1/4 - 0' 8• -0' ( L S I0' -0' 1 -5/8 - 3' 1. S 5 1 40.0 3' -0' ( 1. S 8• -0' 1-3/8 - It' 0•-0' 0 L ( 10•-0• 2 -3/• - 3' L 1 5•-0' I 50.0 5' -0' c L 1 8' -0' 2 - 3/8 - 9' 8• - ( L S ID' -0• 2 - 4' L S 3 1 -1/8 60.0 3'-0' 0 L 18• -0' 1-1/2 - 9' 8 -0' ( L S 10' -0' 2 -1 /0 - 6' L 1 5' - 1 -1/8 70.0 5• -0' ( L S 8•-0' 1 -1/2 8• -0' ( L 1 10' -O• 2-3/8 L S 3' -0' 1 -1/8 80.0 5• -0' ( L 1 8' -0' 1 -5/8 8' -0' 0 L ( I0' -0' 2 -1/2 L 1 5• -0' 1 -1/8 90.0 5• -0' c t. S 111' -0' 1 -3/4 8' 0 L S 10' - 0' 2 - 3/4 L 1 3• -0' 1-I/8 200.0 5' -O' c L S 8•-0' 2 -3/4 8' -0' 0 L 1 I0• -0' 3 L S 5' -0' 1 -1 /8 1)0.0 5• -0' c L 1 8' -0' 1 -7/9 8• -0' ( L S ID• -0' ).CI AWNED MAXIMUM ALLOWABLE SPAN SCHEDULE NEGATIVE DESIGN LOAD (PSI') F(A1x1NLD4 ALLEN/ABLE SPAN CL) (FT - 1N) 40.0 10' - 0' 30.0 10' - 0' i 860.0 - 15 C-7°. - 0' 70.0 10' - 0' 80.0 20' - 0' 90.0 10' - 0' 100.0 9' - 0' 110.0 8' - 3' 120.0 7' - 6' 130.0 6' - It' 140.0 6' - 3' 150.0 6' - 0' 160.0 5' - 9' 170.0 5• - 4' 180.0 3' - 0' 190.0 4' - 9' 200.0 4' - 6' 220.0 220.0 ANC)-OR AC1CS. L MINIi•UM EMBEDMENT AND CDCZ DISTANCE EXCLUDES WALL rD•USM OR S1000EL 2. v$-ERE LAC SCRCvs rA- TO NARROW rAa Or S1uO FRAMING rA;icNC7R :NALL 1C LOCATED IN CENTER or WOOD STUD. 3. ANC - CRS SHALL 30 INSTALLED D4 ACCORDANCE VIIN ?MNUfACTUICRS I COMtO(CATICNS. APPROVED CO ING WITH THE SOUTH FL1•IDA :IJLDING CODE // DAT 4i /. _ .'_ 7 9 19 % BY PROD ONTROL DIVISION BUILD! CODE OFFICE ACCEPTtiNC'E II0.6 - 65j4.� ii U z 0 .0 u c 0 Cr A 01 N / V.1 )U.Cit V& ?Olf LSStLsy I ! KIR MIN. SC PARAT1D0 f RC1M GLASS GLASS OR DOOR Cx1Sr11G Sr1RJCTURL TCNSID4 r&STL1CR (SEC m SPCSLLD yr TO v VW: MD 12• TO t• SIAG'L OS TD4 1LYr rAS1 DER (SEC AMDOR =1•CD.LD EXISTING S rRUCTLRC WALL MOUNT SECTION SCALE • 3'• 1'- 0' 1/1• MAX 1/• MAX CxlSTLNG S !INC TLRC SCALE • J•- 1' 0• CDGC DIST. • SRC AR rASTCNCR (SCI AN:NJR SCNC A.LC) A2 CEILING /INSIDE MOUNT SECTION 1 /1 MAX. SCALE ? - 1'- o• [Milo+ 1RLC1LRE 1/4 -20 MAC:4NC IIS.1 t 6 -1/r C.C. © CDT. KIN sty ARA TIEN rRog GLASS GLASS IR DOCi WALL MOUNT SECTION • • C L Of ST. - f • :IC MR rArTLMCR cSE A)i1Qt S=CDLLO I /1• MAIL s V C 1./ MAX yr L■• TO I -1/4 S1 ArmtLS 1/1' MAX INSTALLATION NOTES. L 'NOTCHING' Or ATTACHING FLANGES. BOX BEAM BUILD OUT OR ANGLE BUILD OUT (MAxlMUM Or y) IS PERMISSIBLE ✓HERE CONDUIT CR VALL OBSTRUCTIONS EXIST. 2. HEAD L BASE MEMBERS MAY BE CURVED BY 'WEDGE •TCHING' Dr MEMBERS. PROVIDED EACH SEGMENT OF MEMBER 1S ANCHORED VITH A MINIMUM CF TVO C2) ANC)ORS EACH AHD MAXINJM ANCHOR SPACING IS NOT EXCEEDED. BUILD —OUT MOUNT SECTION SCALE • 1 - 1'- 0• 1 THE CY21D41AT!Dl CF ANGLE BUILD OJT 'LEGS' MAT )CT ICCESSARILY BE AS SHOWN IN ME 'CLOSURE CCHCCT1C?( DETAILS' CDT ON ALT. SCCTICY( DETAILS. EX. ANCJ•C1RED LEG OF ANGLE BUILD CUT MAY rACE EITHER LOFT CR RIGHT, UP CR DOv TO+SION CAS rCs( R (SCE A.10-OR 10CD(LC 0 (tl'P. TOP L 1orrCPo CXIS1 WG S TRUCTLRC 1/4 -20 MACMINC SCRCv V/ HU1 t 6-3/4' 0.0 APPROVED COMPLYING WITH THE SOUTH F f • BUILDING CODE DATF T 2 1 Q2 BY // PR CONTROL DIVISION BUIL NG CODE COMPLIANCE OFFICE ACCEPTANCE NO 96'O51 4 . ,0") 4 C0 L1 u J L. N 0 0 M 1• •■• t 4 01 2 4- H rl l+c • )l•s PC Oa i 1 e aa :1f ( V.1 IV Cif Vi� ?KIT SSta �;G(raaR MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Time Type Insp' Permit No. Name Address Company Phone # For Inspector: Correction Re- Insp'n Fee OWNER'S NAME 1 1 " ra ze. . W • 44 Off. To N 'PRESENT ADDRESS Ct • ° N • cre. • 3 S SA,.' LICENSE NO. S v 4 PHONE NO. JOB LOCATION (ST. OR AVE.) �`a0 N e.-.- • ate' �� • LOT s ce. � 14- BLOCK al � a^ SUBDIVISION v� G : GENERAL CONTRACTOR d I., e. .. P .......e. zt ti ADDRESS L PHONE NO. LICENSE NO. 4 -6, BUILDING PERMIT NO. �I 1 DATE •• ( / PERMIT FEE $ 4 07 0 - BUILDER'S BOND y NO. Z' Q DATE '` 1 411#741111^F A Z � 00 0 ZONE ..•1 REQUIREMENTS , CU. FT. I PLAN CUBE 4.v ,GU. FT. j Am EST. COST s 3 00 ' S DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: C.+ • K BUILDING PERMIT AND INSPECTION RECORD - MIAMI SHORES VILLAGE 7 DATS -�' 3- co NEW CONSTRUCTION TYPE G lbIt . STORIES 'J. ROOF CONSTRUCTION I. INTERIOR CONSTRUCTION r 4 1 l e - I 1,..4 roa.A.. - 4 lb-irk (2+•s REPAIRS • P sV nn ESCRIPTION C Tka - d�L' "5a�ii�i 424 C-alt �r4 "' �- A�J �1 ( Li-%4. ire M+% DE S IPTION 4AC % ti t % 0......4. 1!).. «S - ALTERATION ADDITION SUBMITTED TO PLANNING BOARD APPROVED REJECTED REFERRED TO COUNCIL REASONS RE- SUBMITTED TO PLANNING BOARD 3 3 4 C . ^ I 54-r -e LO .� T,,,. • L ILA- k a�. eh ... L I' ,.,,� Cp Ali - 1 7 17 SUBMITTFY) TO VILLAGE COUNCIL REMARKS 1 _��/ T J�- `f ale = Ero •+ re. CERTIFICATE OF OCCUPANCY NO. / /-)r- GI ISSUED c. iS BY t ' ` [1 TO .5T ^/ C. ''Ta( _ ' S DRAWINGS. SPECIFICATIONS. RESTRICTIONS AND CUBE CHECKED BY: C.+ • K BUILDING PERMIT AND INSPECTION RECORD - MIAMI SHORES VILLAGE 7 DATS -�' 3- co INSPECTIONS I DATE BY INSPECTIONS DATE BY FOUNDATION 7G71......L /� L `p ROOF SEWER BEAMS & LINTELS $ SOLAR HEATER POOL $ FRAMING AIR COND. MOTORS FINAL st FIXTURES CLEAN UP SEPTIC TANK $ SLAB S SOLAR HEATER SLAB SPECIALS PERMITS PERMIT NO. DATE I FEE TEMPORARY SERVICE RE- INSPECT BY $ SEPTIC TANK. / �4 / 7Q 1 O . ,,4 7G71......L /� L `p $ 3,4 6.2. SEWER ROUGHING $ SOLAR HEATER $ GAS $ MOTORS RANGE CONN. st INSPECTIONS DATE BY RE- INSPECT BY RE - INSPECT BY ROUGHING DATE FEE TEMPORARY SERVICE ROUGHING $ TUB & TOP OUT $ RANGE CONN. SEWER MOTORS RANGE CONN. $ FIXTURES SEPTIC TANK $ S SOLAR HEATER FIXTIIRFS & FINAL FIXTURES GAS CONTRACTOR F. F. ec.cc. 7c., s. `A. C. - PHONE PERMIT NO. 3 3 1 DATE 8 °z7. —�� 'z-7 �p,� FEE $ `w �` NEW BLDG. ✓ I ALTERATION I ADDITION REPAIRS SPECIAL PERMITS PERMIT NO. DATE FEE TEMPORARY SERVICE ROUGHING $ H. W. HEATER CONN. $ RANGE CONN. $ MOTORS RANGE CONN. $ FIXTURES $ S INSPECTIONS DATE BY RE- INSPECT BY RE- INSPECT BY TFMP. SERVICE ROUGHING H. W. HEATER CONN RANGE CONN. FIXTIIRFS & FINAL 5 09' 6 "f d' air". 4? Co- BUILDING INSPECTIONS ' 3z" 4 Vt. PLUMBING PERMITS & INSPECTIONS CONTRACTOR ^- L. f- c�C.Q -TS 4 �o`'.14;7 1 PHONE o¢� FEE c� REPAIRS a J J V 0 PERMIT NO. 34S NEW BLDG. 1 DATE - l - �o- 1 ALTERATION I ADDITION ELECTRICAL PERMITS & INSPECTIONS APPROVAL TO POWER CO. FOR SERVICE DATE BY • CLASS CR DOOR 4411ASMMIMAI.A6. M.4///NLLY/q4 CLASS CR DOCR -- PL +vOOD 1. $ 1uc CS] rINISN CXIS7INC S t RLC T..RC Ntltf. TNIS DC TAIL MAT 2C USED AI 1C• CA DOITCA Cr PANCL 1 - U4 • 1 - 1/2' SS LAC SCRCv t 12' O.0 CXCZPT AT STUD MC■ct t - 1/4'. • 4 /2 s LAG SCACv ! 24 Ci. MAX V 1.3/ PO C7RA110M IN COOED Cr MIS 2• . 6' P.T. lOOD CON T. MAX. DESIGN LOAD < 72 PSF WALL MOUNT SECTION SCALE • 3' • 1'- 0' CDC?: DISt. I..CAR rASTCNCR Z act mc■cit IOC LLO FLOOR MOUNT SECTION SEALE 3'- r 0' 1 . 1 /J' MAX. l/ 1 -29 r•ACT(D'E f�T w WT t 6 -3/4' O.C. ® cow. CLASS OR DCDR SCALE • 3'• 1'- 0' WIN. =PARA.71CH r RDA GLASS I. • SCALE • 3'• r- 0' 1 CDC[ ont VC CD RCI>' I'M-CS 2 - 1/6'11 VCC1D LAC f t•' D.C. V/ MIN. PDCTRAIID4 11410 v00D FRAM INL cr 2' S TLC CO rlNlSN DR PLTVOOD :Orr 17 TRUSS MOUNT SECTION C 114C S TALK TLRC SPCAR rASTC1CR (S>I •MDQt Sr1EAA.0 FLOOR MOUNT SECTION J !/4' MAX. BUILD -OUT MOUNT SECTION SCALE • 3'• 1'- 0' APPROVED MPLYING WITH THE SOUTH FL R'•R BUILDING CODE DAT !_ 1996 BY PROD CONTROL DIY!S:ON BUILDINI CODE COMPLIANCE OFFICE ACCEPTANCE NO.96 -t5Tl4 . 6� L U 2 tx LJ N 0 LJ LJ Q IIT - 4' 0 — N Q Q - h _1 1 IY m J p N CO Cis v < 2 n N 2 Q 0 Q W D. n IAJ 2 Z — 2_s0 2 u .o X O. n w Q 6 u 4 -192 .a... a ? -. • L. • EXISTING SiRUCTURC j/ l / / / ! 1' x 2' x 1 /8' TO 2' • 5' (MAX.) x 1 /8' ALUM. ANGLE CLOSURE FASTENER e 24' aC. 3/16'. AL. POP RIVETS a 12' QC. 0 0 2' x 2' x .125' ALUM. CHANNEL 2' x 2' x 1 /8' ALUM. ANGLE. FASTEN 10 TOP 1. BOTTOM TRACK v/ 3 /16's AL POP RIvCT EACH LEG 1\ — CLOSURE FASTENER 8 24' O.C. EXISTING STRUCTURE ExIST1NG STRUCTURE CLOSURE FASTENER e 24' 0.C. BASE )4EMBCR (SCE SILL DETAILS) O CORNER DETAIL (PLAN) K SCALE. 3' - r -o' //////, // CLOSURE FASTENER e 24' 0.C. / / / / / /// TEPOv V/ FLANGE EMOvrD 0 3/16's AL POP RIVETS a 12' D.C. 1' x 2' x .125' TO 2' x 5' (MAX) x .125' ALUM. ANGLE Q v/ FLANGE MOVCD EXISTING STRUCTURE 2' x 2' x .125' ALUM. CHANNEL 3/16's AL. POP RIVETS a 12' ac. 1' x 2' x .125' TO 2' x 5' (MAX.) x .125' ALUM. ANGLE SCALE. 3' • 1' -0• [XI:TING STRUCTURE CLOSURE FASTENER ! 24' O.C. 5' (MAX.) x 1 /9' ALUM. PLATE CLOSURE FASTENER e 24' D.C. 3/16'• AL. POP R1vETS a 12' D.C. (/J V/ FLANGE CMOVED 0 3/16'8 AL POP RIVETS 2 12' aC. EXIST T 'C CLOSURE DETAILS (PLAN VIEW) SCALE. 3' • 1' -0' SPRING LOADED BASE LOCK MECHANISM SILL (INSIDE OR OUTSIDE) CORNER DETAIL (PLAN) CLOSLRE FASTENER I' x 2' x .125' TO a 24' D.C. 2' x 5' (MAX.) x .125' ALUM, ANGLES 2' x 2' x 1 /8' ALUM. ANGLE. FASTEN TO TOP 1. BOTTOM TRACK v/ 3/16'* AL. POP RIVET EACH LEG 1' x 2' x .125' TO 2' x 5' (MAx.) x .125' ALUM. ANGLE 3/16'• AL POP RIVETS 2 12' 0.C. r • r x i /e' 6063 - I6 AL cHANNCL. DvCRLAP LEGS AS SMOVN L FASTEN 10 CALM 011(9 v/ 3 /14'1 AL. PCP RIVETS CR 112 SMS ! 12' ac. (1 TP. CALM SIDE) CLOSURE FASTCNCR 224'D.C. APPROVED AS CDMPL G IH THE EXISTING STRUCTURE MEMBER (SE SOUTH 4 FLORIDA ).*ING /DE DA7 / p 2 DETAILS) BY T U ( g j a �( �� raw PRODUCT u ROL DIVISION BUILDING COD COMPLIANCE OFFICE ACCEPTANCE NO e " 6 , 4 I ( 0 0 EXISTING STRUCTURE CLOSURE FASTENER 2 24' 0.C. SIDE CLDSURC FASTENER NOTES' ) 1. CLOSURE FASTCNCRS TO STRUCTURE SHALL BE ONE OF INC FOLLOv1NG. A. 1/4'0 RAVL LOK /BOLT SLEEVE ANCHOR V/ 1 - 1/4' MIN. EMBEDMENT IN CONCRETE OR BLOCK. IL 1/4'8 u.S. DRIVE PIN ANCHOR V/ I - 1/4' MIN. EMBEDMENT 1■ CONCRETE. C. I /4'• ITv TAPCCN v/ I -1/4' M1N CMBCDMCNI 1N CONCRETE DR BLOCK. D. 1/4'0 S.S. LAG SCRCV v/ 1 -1/2' M1N. EMBEDMENT 1M vCCID FRAMING. 114 S.S. TCK SCREVS CR 1/4 -20 MACHINE BELT 1. NUT MAT BE SUBSTTTUTED FOR 3/16'* ALUM. POP RIVETS AT SIDE CLOSURES. TEADv v/ FLANGE CMOvED 0 Ex1STING STRUCTURE E XISTING STRUCTURE 2' x 2' x t /e• 6063-16 AL CMAr1 CL . OvCRLAP LCLS AS SHOvx L FASTEN TO CA04 01I-ER V/ 3/16' AL. POP RIVETS IF 112 SMS ! 1.2' QC. (TYP. CACn SIDE) 3/16's AL. POP Rlv[TS a 12' 0.C. 1' x 2' x .125' TO 2' x 5' (MAX.) x .125' ALUM. ANGLE W 2 VI Z O L.) U Q -J L u W W J J