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262 NE 98 St (8)CONTRACTOR New Construction Name/ /✓S C/Gr /64/ Apo/r Enclosure License No. G p D 3 , e y 7 E Alteration Exterior Address ^ � NE 3 y 57 - 4 _ te 24 3 j ° „ . hone gX 7/ � OO 76Fax 3os- 84s, - $ - g / Qualifier Name 0 e re2 e, ? ,,...,/ Demolish P OPERTY OWNER New Construction Name 4 T1> /z._. e e7,4 Enclosure Address a , . 4 ,- 98, 3-.7:2Z.. Alteration Exterior Home Telephone 3 ./ c+• J - , c -� T7I��J! Business Telephone 1 e'en � - (y .J cafe Fax rS 6 9S1 Demolish TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'l Detachment Other INSTRUCTIONS - The following steps must be taken to obtain a permit from the Miami Shores Village: Step I. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. A PPLICATION Job Address: Folio Number Lot Block PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submit- ted along with this permit application. Address Apt. Subdivision PB PG Zoning Linear Feet Current Use of Property {Square Feet L l 0 C0 Units J Floors Proposed Use of Property Value of submi • _ Bldkalue ,ti Tenant Information Tax Assessed/Appraised Valu? PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Address Telephone Fax Mtn/ e& L- 33/3 City State Zip Description of Work 41/44/4 l/a/1/ A »a ! T/ Flood Zone Base Floor Elev. Master Permit No. � 0® Subsidiary Permit N . PERMIT APPLICATION ENGINEER Name License No. Address Telephone Fax Page 2 I MPOR'T'ANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, 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, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. ,' I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost. .of -the. structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1°' Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. Print Name to and subscribed before me this TATE OF NTY OF MIAMI -DADE Signature ca ner 7 r - - ? 2 - te?)4J/ 'tom-" e ; x :; ry '11,' _ ; q. ., -, o " 6 ANC � ',: c,':. comasstora NUMBER SEA Z CC786697 SEAL: /‘'5‘ • \ N MY COMMISSION ORES OF FAO NOV. 15, Personally known OR, Produced Identification � Personally known OR, Produced Identification 2...0""-- Type of Identification Produced: Zi / O 0 �a� /° Sc/-301— afype of Identification ProducedF L 2500 S 7 -3 ri 1- 0 STATE 0 Print Name gnature PERMIT APPLICATION C.' ID, - OUNTY OF MIAMI -DADE 4 Sworn to and subscribed before me this 0 � . Signaturpof Contractor / Qualifier /67 L 6-6 / _T„. 4 . /4. ..1.7 S ri a CCM CC7 86697 o e>t COW t W ass� 5 2002 OV• SECTION BY DA , . /�,z cer..tio6 Zonin %, i <f r I JGs5��r'' Electrical Mechanical ,. 7. t 4,07.. Plumbin: re1117�► ., , 6 Fire Public Works Structural Vmpy Building Official 4 17 7 z �� Page 4 OF'F'ICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi - family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) $3.00 per page (Scanning Fee) Miami Shores Village Bond Metropolitan Dade County (C.C.F.) Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review Notary ❑ IMPACT FEE (New Construction) ❑ OTHER (Specify & Attach) PERMIT FEES $ (¢.005 / sq.ft.) $ ( ° (¢.01 /sq.ft.) • $ 0 c) ISSUING, OFFICIAL REVIEWED AND PREPARED BY: DATE: ( z .6. x/1000 PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) TOTAL CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2" AVE., MIAMI SHORES, FL (305) 795 -2207 o FAX (305) 756 -8972 m http : / /www.miamishoresvillage.com ELECTRICAL TYPE Minimum Fee QTY. 'INK Dryer Q'I'1'. TYPE Outlet, Appliance QTY. T1 PE Service Repair Q'I'Y. A/C Central 11-3 Ton Fan Outlet, Wall Service, Temporary A/C Central 4 -7 Ton Fire Pump Outlet, Switch Signs A/C Central 8 -15 Ton Fixture - Fluorescent Oven Space Heater (kw) A/C Central 16 -20 Ton Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p/PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New NIECHANICAI. TYPE Minimum Fee QTY. 'TYPE Condensate Drain QTY. 'rYPi: Generator (fry. TYPE Refrigeration, Tons Q'I'Y. A/C Central, Tons Cooling Tower Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System Process/Pressure Piping Supply, AC Well Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Temporary Toilet PLU NIRING TYPE A/C Condensate QTY. TYPE Drains, Roof ()Ty. TYI'E Miscellaneous Fixture QTY. TYPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture , Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply P 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed) and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: Miami Shores Village 10050 NE 2nd Avenue Phone: 305- 795 -2204 Printed: 8/13/2002 J Applicant: VICTOR Owner: LEONI JOB ADDRESS: 262 0 Contractor CONSTRUCTION DEPOT (-)‘ Local Phone: 305 - 573 -6060 Parcel # 1132060134170 Signed: NE 98 Sig (Contractor or Builder) Building Permit Permit Number: BP2002 -1399 LEONI VICTOR ST Page 1 of 2 MIAMI SHORES VILLAGE NOTICE Owner is Responsible for Maintenance of All Village Sidewalks as per Village of Miami Contractor's Address: 578 NE 99 §Tores Cade o; Ordinances Including Driveways, Caused By Current C' :nsi ;:action Acti:i':ies. Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOTS 5 & E1/2 OF 6 BLK 31 LOT SIZE Fees: FEE2002 -4499 FEE2002 -4500 FEE2002 -4501 FEE2002 -4502 FEE2002 -4503 FEE2002 -4504 Description Building Fee Buildier's Bond CCF Radon Miscellaneous Notary Fee Total Fees: Amount $805.00 $300.00 $12.00 $4.00 $80.00 $5.00 $1,206.00 Total Fee41,206.00 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. BY: Permit Status: Approved Permit Expiration: 2/9 /2003 Work: BATHROOM RENOVATIONS Construction Value: If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. cN4 Signed: (Contractor or Builder) BY: 7.) c. MEMO LEONI DEVELOPMENT, INC. 01-92 225 NORTHEAST 34TH STREET, #203 MIAMI, FL 33137-3800 • PAY TO THE 511 -.2 ORDER OF 0 C" 7 0 r .‘ UNION PLANTERS BANK NATIONAL ASSOCIATION 3550 BISCAYNE BOULEVARD MIAMI, FL 33137 • 63-841/670 1 1 1 00754 710 1:06 ?008i1 L41: Ha LI, soar] L46711 1 Si2o6,0o ecrc 7547 DOLLARS 8 rP Structural. Calculations signer and sealed by architect c_ engineer when / applicable. '/ Current survey of the property (� J A ' D d 7 '3 1^ 0 Certificate of Elevation signed and sea ed Surveyor. Struc.t.wdl Review fee _CCU N. 7 . AVENUE 2h. (305 .'- 2 =r:4 M: ( 235) i -',C EU DING PEEMIT /C NrACrt:RS RSISTRATTCN CEECMIST Copy of STATE OF FLORIDA a: _:_CATION (DPER) :: S ZE RDGISI ATT_ON AND DADE COUNTY COMPETENCY LI Copy of current COCUPATIONAL LICENSE Erma county or m:_n_cipa1itI where business is located. _ Certificate of Insurance for I.TARr.r ( :`. - ;ss _ ` w`_-, sho=es Village). Certificate of Insurance for WORKER'S CO a (addressed rc Miami ShoresVillage) or if exert. Suite of Florida LES Form BCf -204, Construction :ndus`i Notice of Election to be Exempt. PLEASE SUBKIT EvEzzenmiG C r'FrcD CFF Peen it Application (signed by person performing the work, license contractor and the property owner, both signatures notarized). T ao sets o► laws /drawings signer Zed t,. _ ' ere architect or P and sea__.. �y = _pis___registered arc;,_.._ engineer. Occupancies by Group Classification must be on plans and permit application. All plans must include folio number and property dress.. Amended plans, in addition to the above, must also include the permit number. Substantial Tmprovements Checklist (contractor e_ owner) . Four sets of energy calculations, signed and sealed c sets of signed & sealed Truss Plans (Engineer). DARE Coaaty or State of Florida Products Approvals for roof materSa?s, sheds,..winga, exterior /garage doors, alumina carports, screen . r cl05ureS, shutters awnings, skylights, prig: doors and etc. Approvals f_ca.ES., DADE County Impact Fee Section, Fire Department & Health Department (when applicable). DERM ty Deed or Other Proof of Ownership if necessary. p ot.tict Notice of Commencement • • 6-& WW DEMON PRESSURE CHART - PS GUM 3f16° GLASS GLASS IINCIES POS. NEG. POS. NEG. POS. NEG. 48 100.00 205.23 55.45 55.45 30.56 30.56 42 100.00 237.97 72.43 72.43 39.91 39.91 36 100.00 270.00 80.00 98.58 54.33 54.33 30 100.00 270.00 80.00 119.10 78.23 78.23 24 100.00 270.00 80.00 148.88 80.00 122.23 C DESIGN PRESSURE CHART - PSP 31W MEE= 3f16° IM POS. NEG. POS. NEG. POS. NEG. 48 100.00 149.39 53.05 53.05 29.23 29.23 42 100.00 170.73 61.03 61.03 38.18 38.18 36 100.00 199.19 71.21 71.21 51.97 51.97 30 100.00 239.02 80.00 85.45 74.83 74.83 24 100.00 270.00 80.00 106.81 80.00 116.93 WAGON TYPICAL NATION 2 ANCI -IIS PER SCE (TYPICAL) HEXAGON TYPICAL A SON 2 MICHO S PER SIDE (TY ) APPROVED AS COMPLYING WITH NE SOUTH FLORI QUILDING CODE DA 1' ., /Ln . ®®° BY W. PRODU i4 ' • NTROL DIVISION 40 - BUILDINIG CODE COMPLIANCE OFFICE ACCEPTANCE NO. 19# 'rrl Sunshine Windows Manufacturing, Inc. 9948 W. 334 Placa OMIT, F1M11e 312 Ph: 308384 -4982 fF att:�3O8 -811® �-J 0 g4 c P i wia lit e i R 6 I/4 1 an eall RIrai isaimi w/ND SIZE L x s INCHHS DESIGN PRESSURE CHART - PSF 3/16° T ws GLASS `jl116" ANNEAILM GLASS Net ; ANNEALED GLASS or' r! *) POS. NEG. POS: NEG. POS. NEG. 120 X 40 96.94 96.94 - - - - 120 X 37 100.00 104.15 - - - - 120 X 26 100.00 140.59 - - - - 120 X 19 100.00 186.29 55.55 55.55 - - 108 X 46 90.00 90.00 - - - - 108 X 40 100.00 100.00 - - - - 108 X 37 100.00 106.30 - - - - 108 X 26 100.00 142.51 - - - - 108 X 19 100.00 188.09 61.89 61.89 - - 96 X 50 82.80 82.80 - - - - 96 X 46 90.00 90.00 - - - - 96 X 40 100.00 102.93 - - - - 96 X 37 100.00 109.12 - - - - 96 X 26 100.00 144.99 48.82 48.82 - - 96 X 19 100.00 190.39 64.84 64.84 - - 91 X 54 76.67 76.67 - - - - 91 X 50 82.80 82.80 - - - - 91 X 46 90.00 90.00 - - - - 91 X 40 100.00 103.50 - - - - 91 X 37 100.00 110.57 - - - - 91 X 26 100.00 146.25 49.81 49.81 - - 91 X 19 100.00 191.54 65.23 65.23 - - 84 X 58 71.38 71.38 - - - - 84 X 54 76.67 76.67 - - - - 84 X 50 82.80 82.80 - - - - 84 X 46 90.00 90.00 - - - - 84 X 40 100.00 103.50 - - - - 84 X 37 100.00 111.89 - - - - 84 X 26 100.00 148.31 50.51 50.51 - - 84 X 19 100.00 193.42 65.87 65.87 - - 78 X 63 65.71 65.71 - - - - 78 X 58 71.38 71.38 - - - - 78 X 54 76.67 76.67 - - - - 78 X 50 82.80 82.80 - - - - 78 X 46 90.00 90.00 - - - - 78 X 40 100.00 103.50 - - - - 78 X 37 100.00 111.89 - - - - 78 X 26 100.00 150.43 51.23 51.23 - - 78 X 19 100.00 195.34 66.52 66.52 - - WINDOW DESIGN PRESSURE CHART - PSF 3/le 1.. CRASS 3/16" ANNEALED GLASS DM ANNEALIED GLASS L X s 1-_ IA POS. NEG. POS. NEG. POS. NEG. 74 X 66 62.73 .62.73 - - - - 74 X 63 65.71 65.71 - - - - 74 X 58 71.38 71.38 - - - - 74 X 54 76.67 76.67 - - - - 74 X 50 82.80 82.80 - - - - 74 X 46 90.00 90.00 - - - - 74 X 40 100.00 103.50 - - - - 74 X 37 100.00 111.89 - - - - 74 X 26 100.00 152.08 51.79 51.79 - - 74 X 19 100.00 196.81 67.03 67.03 50.38 50.38 63 X 58 71.38 71.38 - - - - 63 X 54 76.67 76.67 - - - - 63 X 50 82.80 82.80 - - - - 63 X 46 90.00 90.00 - - - - 63 X 40 100.00 103.50 37.00 37.00 - - 63 X 37 100.00 111.89 40.00 40.00 - - 63 X 26 100.00 157.95 53.79 53.79 - - 63 X 19 100.00 202.01 68.79 68.79 55.52 55.52 53 X 50 82.80 82.80 29.60 29.60 - - 53 X 46 90.00 90.00 32.17 32.17 - - 53 X 40 100.00 103.50 37.00 37.00 - - 53 X 37 100.00 111.89 40.00 40.00 - - 53 X 26 100.00 159.23 56.57 56.57 45.65 45.65 53 X 19 100.00 209.01 71.18 71.18 57.44 57.44 46 X 40 100.00 103.50 37.00 37.00 - - 46 X 37 100.00 111.89 40.00 40.00 - - 46 X 26 100.00 159.23 56.92 56.92 45.87 45.87 46 X 19 100.00 216.19 73.63 73.63 59.42 59.42 38 X 37 100.00 111.89 40.00 40.00 32.23 32.23 38 X 26 100.00 159.23 56.92 56.92 45.87 45.87 38 X 19 100.00 217.89 77.89 77.89 62.76 62.76 26 X 26 100.00 159.23 56.92 56.92 45.87 45.87 26 X 19 100.00 217.89 77.89 77.89 62.76 62.76 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Fadeah, Fbrlda 33012 Ph: (305)304 -0052 Fax:(305)828 -5118 li QS00 HERNANDEZ P. S Structural Engineering 351 NW 82nd AVE /1118 6liami, Florida 33126 Phone (305) 264 7919 Fax (305) 266 3427 � .�:' Its' s 4230 ALUMINUM Dram Ek: M H Date: 8 -24 -00 sink): 3/8 ° =1 ° Reatshivt: CaK3W5 UM Pw- 00 -01 SHEET 2 OF 3 RECTANGLE TYNCAL ELEVATE iN APPROVED AS COMPLYING WITH THE SOUTH FI.ORI i . BUILDING CODE DAT BY PRODU'T TROL DIVISION BUILDING CODE COMPLIANCE OFFICE lCCEPTANCE NO 0 Qrh •D* FO r� FLOZ12A PE 0 01Z0.9 — SW -102 . • f `a. • e .. 4. m • SW - 101 OR 3/16" TAPCONS 1 1 /4" R 6 EMBEDMENT MIN. EMBEDMENT INTO CONCRETE. FOR SPACING INFORMATION SEE ELEVATIONS ON SHEETS 2 AND 3 3/16" ANNEALED OR TEMPERED GLASS OR DSB ANNEALED GLASS SW -102 O 3/16" TAPCONS 1 O MIN. OR 3/ 1 /4" MIN. EMBEDMENT INTO CONCRETE. FOR SPACING INFORMATION SEE ELEVATIONS ON SHEETS 2 AND 3 E SW -101 0 4 SECTION A - A WOOD BUCKS NOT BY SUNSHINE WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TO THE BUILDING STRUCTURE SW -102 #10 X 1" S.M.S. FOR SPACING INFORMATION SEE ELEVATIONS ON SHEETS 2 AND 3 SW-101 mrtorii MIAMI —DADE COUNTY APPROVED MULLION COMPARATIVE E ANALYSES TABLES ON SETS 2 AND 3 EASED ON THE FOLLOWING TESTS: 1.) FTL -1419 OF 04 -02 -96 TEST SIZE= 46" X 108 1/8" TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS = +90.0 —90.0 PSF WATER INFILTRATION TEST= 15 'PSF TESTED GLASS= 3/16" TEMPERED 2.) FTL -1420 OF 04 -02 -96 TEST SIZE= 37" X 74" TEST LOADS= +60.0 —60.0 PSF DESIGN LOADS= +40.0 —40.0 PSF WATER INFILTRATION TEST= 12 PSF TESTED GLASS= 3/16" ANNEALED 3.) FTL -1421 OF 04 -02 -96 TEST SIZE= 26 1/2" X 53 1/4" TEST LOADS= +67.5 —67.5 PSF DESIGN LOADS= +45.0 —45.0 PSF WATER INFILTRATION TEST= 12 PSF TESTED GLASS= DSB ANNEALED _LI I-0.394 0.395 9 5. N 0 1 PART No. SW -102 PART No. SW -101 GLAZING BEAD FRAME 6063 —T6 6063 —T8 APPROVED AS COMPLYING WITH THE SOUTH FLORI ► BUILDING CODE DAT 9i _ PRODUC C► " 'Ot DIVISION BUItDiNG CODE COMPLIANCE OFFICE . ACCEPTANCE NO PO-047 1.312 FRIWaS00 HERNMmEZ Ft.ORIO. PE / 0130.3 Sunshine !indois Manufacturing, Inc. 1748 CJ. 3Sed Fees Ham. FIes16x 53012 Ph: 305364 -9952 Fax: (305)826 —311 a oro■n Ev MH oats 8 -24 -00 soatr 1 /2 • =1 Revile= 1:111•111C Nos PW ®00 -01 SHEET 1 OF .3 Sunshine Windows Manufacturing, Inc. ACCEPTANCE No. : 00- 0512.04 APPROVED NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 9. This Notice of Acceptance consists of pages 1, 2 and this last page 3. END OF THIS ACCEPTANCE 3 of 3 OCT 1 2 2000 EXPIRES : September 16, 2003 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. All approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -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 Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. Manuel terez, P.E., Product '1 of Examiner Product Control Division Sunshine Windows Manufacturing, Inc. ACCEPTANCE No.: 00- 0512.04 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 2 of 3 APPROVED EXPIRES OCT 1 2 2000 : September 16, 2003 1. SCOPE 1.1 This revises and renews the notice of Acceptance No. 96- 1008.04, which was issued on September 16, 1997. It approves an aluminum fixed window, as described in Section 2 of this Notice of Acceptance, designed to comply with the South Florida Building Code, 1994 Edition for Miami - Dade County, for the locations where the pressure requirements, as determined by SFBC Chapter 23, do not exceed the Design Pressure Rating values indicated in the approved drawings. 2. PRODUCT DESCRIPTION 2.1 The Series 4230 Aluminum Fixed Window and its components shall be constructed in strict compliance with the following documents: Drawing No. PW- 00 -01, titled "Series 4230 Aluminum Fixed Window," dated 8- 24 -00, Sheet 1 thru 3 of 3, signed and sealed by Francisco Hernandez, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. These documents shall hereinafter be referred to as the approved drawings. 3. LIMITATIONS 3.1 This approval applies to single unit applications only, as shown in approved drawings. 3.2 For Design Pressure Rating vs. Window Size, see Comparative Analysis Tables in approved drawings. 4. INSTALLATION 4.1 The aluminum fixed picture window and its components shall be inst•;11: in strict co Hance with the approved drawings. 4.2 Hurricane protection system (shutters): the installation of this it will require a h cane protection system. 5. LABELING 5.1 Each window unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance, clearly marked to show the components selected for the proposed installation. 6.1.3 Any other documents required by the Building Official or the South Florida Building Code (SFBC) in order to properly evaluate the installation of this system. - Man 1 P rez, P.E., Produc trol Examiner Pro Control Division • !CADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Sunshine Windows Manufacturing, Inc. 1745 W. 33 rd Place Hialeah ,FL 33012 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 00- 0512.04 EXPIRES: 09/16/2003 APPROVED: 10/12/2000 \\ s045000I \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster @buildingcodeonline.com MIAMI -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 CONTRACTOR LICENSING SECI'ION (305) 375 -2527 FAX (305) 375 -2358 CONTRACTOR KNFORCENuiNT DIVISION (305) 375.2966 FAX (305) 375 -2908 PRODUCr CON'I'ROI. DIVISION (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Series 4230 Aluminum Fixed Window r under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. 7 Raul Rodriguez Chief Product Control Division THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office Homepage: http : //www.buildingcodeonline.com Scale: Each block represents 5 feet and 1 inch = 50 feet. 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DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SAFTISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS (T / 5 /-,. T [9 0 0] GALLONS / GPD SEPTIC TANK /AEROBIC UNIT. CAPACITY MULTI- CHAMBERED /IN- SERIES [ ] A [ ] GALLONS / GPD CAPACITY MULTI- CHAMBERED /IN- SERIES [ ] N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK: 1250 GALLONS] K [ GALLONS DOSING TANK CAPACITY [ ]GALLONS @ [ ] DOSES PER 24 HRS # PUMPS [ ] D R A I N F I E L D 0 T H E R Gc r S " [� S `U ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM [ ] SQUARE FEF,TT SYSTEM TYPE SYSTEM: [ ✓ ] STANARD [ ] FILLED [ ] MOUND [ ] CONFIGURATION: [ ] TRENCH [' BED [ ] LOCATION OF BENCHMARK: ' SZ I / • Ci • V , -a _ C h. {U - C • 9R- S f . ELEVATION OF PROPOSED SYSTEM SITE (O4] [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT BOTTOM OF DRAINFIELD TO BE [21,?6,] [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT FILL REQUIRED: [ 0°4 ] INCHES EXCAVATION REQUIRED: [00 ] INCHES 004-€ '. 4 (ON i& CI -/- (' e SPECIFICATIONS BY: APPROVED BY: DATE ISSUED: DH 4016, 12/99 (Page 1) (Previous Editions [ 0 ] Holding Tank [ 0] Temporary 0 2 E 7 t --P TITLE: tiN 1; AITLE: L ( 1• fa pt. 1: Health Department pt. 2: Applicant pt. 3: Installer/Contractor pt. 4: Building Department PERMIT NO. 02. L - Z1 DATE PAID: 7- j ;( Z FEE PAID: /s , Uv RECEIPT #: q( I3_ sC-- /3C Innovative ( r!i:!r ce CHD EXPIRATION DATE: May Be Used) Page 1 of 3 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number assigned by CPHU. CONSTRUCTION PERMIT FOR: Check type of permit, if "Other" specify type in blank. APPLICANT: Property owner's full name. TELEPHONE: Telephone number for applicant or agent AGENT: Property owner's legally authorized representative. MAILING ADDRESS: P.O. Box or street mailing address for applicant or agent. LOT, BLOCK, SUBDIVISION or PROPERTY ID #: 27 character id number for property. (CHD may require property appraiser ID # or section /township /range/parcel number) SYSTEM DESIGN AND SPECIFICATIONS: TANK: Minimum specifications from Chapter 64E-6, FAC. DRAINFIELD: Minimum specifications from Chapter 64E-6, FAC. OTHER: Other specifications, such as operating permit requirements, low- volume flush toilets, variance provisos. SPECIFICATIONS BY: Name of individual providing specifications. If designed by a registered engineer must be sealed. APPROVED BY: County Health Department (CHD) personnel reviewing and approving permit. DATE ISSUED: Date permit is issued by CHD EXPIRATION DATE: One year from date issued if the system has not been installed. Permits for system repairs become void 90 days from the date issued. 1 AP .ICANT: LOT: i%6 PROPERTY ID #: PROPERTY SIZE CONFORMS TO.SITE TOTAL ESTIMATED SEWAGE FLOW: AUTHORIZED SEWAGE FLOW: _ UNOBSTRUCTED AREA AVAILABLE: STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE DISPOSAL SYSTEM SITE EVALUATION AND SYSTEM SPECIFICATIONS BLOCK: . 3/ SUBDIVISION: TO BE COMPLETED BY ENGINEER, HEALTH UNIT EMPLOYEE, OR OTHER QUALIFIED PERSON. ENGINEER'S MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS. BENCHMARK /REFERENCE POINT LOCATION: ELEVATION OF PROPOSED SYSTEM SITE IS THE MINIMUM SETBAC WHICH CAN BE MAINTAINED FROM THE PRO POSED SYSTEM TO THE FOLLOWING FEATURES: SURFACE WATER: ��1 FT DITCHES /SW ES: i FT N RMALLY WET? [ ] YES V] NO WELLS: PUBLIC: JV / FT LIMITED USE: /f FT PRIVATE: � f 4 FT NON- POTABLE: �1 ' FT BUILDING FOUNDATIONS: s ,j FT PROPERTY LINES: /0 FT POTABLE WATER LINES: FT SITE SUBJECT TO FREQUENT FLOODING: [ YES [Gej NO 10 YEAR FLOOD ELEVATION FOR SITE: FT MSL /NGVD SITE ELEVATION: ( f,2/7' FT MSL /NGVD SOIL PROFILE INFORMATION SITE 1 1 Munsell # /Color Texture Depth to /l) OZ. V/1 to ,D.44A- p� o / to to to to to to USDA SOIL SERIES: 14541./G.4 /v %- RA • / L42 F qV %fr d„/ 4 OBSERVED WATER TABLE: AVA, INCHES [ABOVE / BEOW] EX STING GRADE. TYPE: [PERCHED / APPARENT] ESTIMATED WET SEASON WATER TABLE ELEVATION: INCHES [ ABOVE / BELOW ] EXISTIG GRADE. HIGH WATER TABLE VEGETATION: [ ] YES [kj NO MOTTLING: [ ] YES [ ] NO DEPTH: ( 54J INCHES SOIL TEXTURE /LOADING RATE FOR SYSTEM SIZING: A) DEPTH OF EXCAVATION: " INCHES DRAINFIELD CONFIGURATION: [ ] TRENCH [G(] BED [ ] OTHER (SPECIFY) REMARKS /ADDITIONAL CRITERIA: SITE EVALUATED BY: PLAN: Ov / oZ c) c.) DH 4015, 10/96 (Replaces HRS -H Form 4015 [Page 3] which may be used) (Stock Number: 5744- 003 - 4015 -1) YES [ ] NO NET USABLE AREA AVAILABLE: , /9' ACRES GALLONS PER DAY [RESIDENCES -TABLE 1 / OTHER -TABLE 2] GALLONS PER DAY [1500 GPD /ACRE OR 2500 GPD /ACRE] SQFT UNOBSTRUCTED AREAaaREQUIRED: SQFT /ye, v 4. , 57) 0r 9:4 s Gv4 [INCHES /FT] [ABOVE /BELOW] BENCHMARK /REFERENCE POINT [Section /Township /Range /Parcel. No. or Tax ID Number] 4q) gb PERMIT AGENT: 71X- �'� �5 , ) 10 YEAR FLOODING? [ ] YES J] NO SOIL PROFILE INFORMATION SITE 2 j •��s,, Munsell # /Color Texture Depth ,/iV 97/ ”/ , a ,,6 USDA SOIL SERIES: to to l: to to to to to to to ///M e DATE: Page 3 of 3 INSTRUCTIONS: PERMIT NUMBER: Permit tracking number by County Health Department. APPLICANT: Property owner's full name. AGENT: Property owner's legally authorized representative. LOT, BLOCK, SUBDIVISION: Lot, block, and subdivision for lot. PROPERTY ID NUMBER: 27 character number for property (property appraiser ID number or section /township /range /parcel number). PROPERTY SIZE: Check if property at site conforms to submitted site plan. Record net usable area available - lot area exclusive of all paved areas and prepared road beds within public rights -of -way or easements and exclusive of streams, lakes, normally wet drainage ditches, marshes, or other such bodies of water. SEWAGE FLOW: UNOBSTRUCTED AREA: MINIMUM SETBACKS: Record the estimated sewage Flow for the establishment from Table 1 (residence) or Table 2 (non - residential), Chapter 10D -6, FAC. Record the authorized sewage flow for the lot based on net usable area and water supply (1500 gallons per day per acre for private water supplies and 2500 gpd per acre for public water supplies). If authorized sewage flow does not equal or exceed the estimated sewage flow, the application must be denied. Record the square feet of unobstructed area available and the amount required. Unobstructed area must be at least 2 times as large as the drainfield absorption area and at least 75 percent of the unobstructed area must meet minimum setbacks in Chapter IOD -6, FAC. The unobstructed area must be contiguous to the drainfield. BENCHMARK INFORMATION: Record the location of the benchmark. If using a surveyor's benchmark record the actual elevation. Record the elevation of the proposed system site in relation (above or below) to the benchmark. Record minimum setbacks which can be meet to all listed features. Actual measurements must be recorded or "NA" for nonapplicable features. Features on site plan or within 75 feet of the applicant lot must be measured. The location of any public drinking well within 200 feet of the applicant's lot must also be verified. FLOOD INFORMATION: Record information on lot's subject to flooding. For Tots subject to flooding record 10 year flood elevation for site and actual site elevation. SOIL PROFILE INFORMATION: Two soil profiles within the proposed absorption area to a minimum depth of 6 feet or refusal are required. Soil identification will use USDA Soil Classification methodology (Munsell colors and USDA soil textures). Refusals must be clearly documented. Provide USDA soil series if available, record "UNK" if the series cannot be determined. WATER TABLE: Record the depth of the observed water table at the time of the evaluation. Mark "perched" or "apparent" as appropriate. Record the estimated wet season water table elevation based on site evaluation, USDA soil maps, and historical information. Indicate if there is high water table vegetation present. Indicate if mottling is present and depth. SOIL TEXTURE: Record soil texture or loading rate for system sizing. DEPTH OF EXCAVATION: If applicable record depth of excavation required. Record "NA" if not applicable. DRAINFIELD CONFIGURATION: Check drainfield configuration required. If other, specify type. ADDITIONAL CRITERIA: Record any additional remarks pertinent to site or installation. Ex. dosing required. SITE EVALUATED BY: Signature of evaluator, title, and date of evaluation. Professional engineers must seal all documents submitted. ELEVATION WORKSHEET ELEVATION OF BENCHMARK / REFERENCE POINT IS: BENCHMARK SITE 1 SITE 2 SITE 3 [ + ] SHOT H.I. H.I. H.I. H.I. [ - ] SHOT [ - 1 SHOT [ - ] SHOT AUG -12 -2002 MON 11:06 AM NEAL S LITMAN PA FA N0, 3054411991 P, 02 NOTICE OF COMMENCEME A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION DERM1T N0, •DD OLIO N0. STATE OF FLORIDA: ;;OUNTY OF DADE: i -fE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with :hapter 713, Florida Statutes, the following information is provided in this Notice of. Commencement, 1. Legal description of property and.streef address: tva JJ// Surery:(payment bond required by owner from cantracto•, it any) lame and address: , mount of bond S . Lender's name and address: A/ ip Description of improvement: 9 /rid 1. Dwner(s) name and address: / TM_ 4// 'nerest in property: fame and address of fee simple titleholder: i !_ro2 ` Contractor's name and address: l9OdtJ57 e.e.7 _J STATE OF FLORIDA. COUNTY OF DADS HEREBY CEP.TIFY that rnis'SO trno,civy Of the Olif7UrU1 e0 m tntc office on � nay of (/ Gr% S r , A 0 20 O wt rNESS rhy nr.na 3na Official Soal, NARfl{IVIN, CLERK, or c, and county Courn By o / l iYl� --' O.C. 02R497849 2002 AUG 09 1526 . Persons within the Stare of Florida designated by Owner upon whom notices or other documents may be served as provided y Section 713 .13(1)(a)7., Florida Statutes. lame and address: . In addition to himself. Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in ection 71 3.13(1)(b), Florida Statutes. lame and address: . Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a ifferent date is - t : cifi =.: gnatuto al • net tint Ow Name fr -7 G2)/("jl t.- / / worn to an Prepared by: ��` 5 ��l ��fC, bed before me this) day o ,_, ,�v Zg °`e fi _ Cee"4"11 rice otary P i ♦P ar aoB' ANG L Eh °ti aL, �k ♦ 7 �„((_ Z n coulaa9DN NU$ aE0 3 / .• rint Notary's Name v- n i ., •R MAY coo.tm on °tor / 123a1 -9 293 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE IImortant: Read the instructions on pages 1 - 7. - For Insurance Company User; Policy Num ber =; Company NAIC Number SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME Leoni BUIL 2 N G 2 S NEE ADDRESS (Including Aot Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY STATE Miami Shores,. Florida PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING US (e.g. Residential, Non - residential, Addition, Accessory, etc. Use Comments section if necessary.) Resi LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: L GPS (Type): ( ##° - ##' - ##.##' or ##.##;<ktt #' L NAD 1927 LJ NAD 1983 • U USGS Quad Map L Other. L b B 4. MAP AND PANEL NUMBER 2.0 2,5 lip)31 B5. SUFFIX J SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER Miami Shores / 120652 B2. COUNTY NAME Broward B3. STATE Florida 86. FIRM INDEX DATE 7 -17 -95 B7. FIRM PANEL EFFECTIVE/REVISED DATE 3 -02 -94 O a) Top of bottom floor (including basement or enclosure) O b) Top of next higher floor O c) Bottom of lowest horizontal structural member (V zones only) O d) Attached garage (top of slab) O e) Lowest elevation of machinery and/or equipment servicing the building O t) Lowest adjacent grade (LAG) O g) Highest adjacent grade (HAG) O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O i) Total area of all permanent openings (flood vents) in C3h n/a CERTIFI TITLE ADDRESS 359 Alcazar Avenue - SIGNAL FE Form 81 -31, AUG 99 12 .22_ ft.(m) . ft.(m) . ft.(m) . ft.(m) n/a n/a n/a n/a 9.6._ft.(m) 1 O. JL ft.(m) n/a sq. in. (sq. cm) COMPANY NAME LANNES AND CITY Coral • Gables; -- DATE 2 00.122 ▪ _ ft.(m) B8. FLOOD ZONE(S) X B9. BASE FLOOD ELEVATIONS) (Zone AO, use depth of flooding) Not Available B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. JJ FIS Profile IX] FIRM LJ Community Determined LJ Other (Describe): B11. Indicate the elevation datum used for the BFE in 89: L✓J NGVD 1929 LJ NAVD 1988 LJ Other (Describe): B12. Is the building located in a Coastal_ Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes JA No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: LJConstruction Drawings' LJBuilding Under Construction' J X J Finished Construction •A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) _ C3. Elevations — Zones Al -A30, AE, AH, A with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calclation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum N(;Vr) 2 9 . Conversion/Comments NONE Elevation reference mark used N — 39 7 ( DC) Does the elevation reference mark used appear on the FIRM? 137572 O.M.B. No. 3067 -0077 Expires July 31, 2002 ZIP CODE LJ Yes UNo 7 _ 2_2-2,..9 SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that an false statement ma be . unishable b fine or im . risonment under 18 U.S. Code, Section 1001. LICENSE /NUMBER GARCIA INC. STATE ZIP CODE Florida - ... 33134 _ - _ TELEPHONE - SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIr IMPORTANT: In these spaces, copy the corresponding information from Section A. BUILDING 2 TR E ADDRESS h n eet Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY Miami Shores, STATE Florida Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. COMMENTS crown of road (NW corner) = 9.94 (NE corner) = 10.13 PROPERTY CORNER ELEVATIONS: NE corner = 9,54 SE corner = 9.90 NW = 9.56 SW = 9.80 • 1J Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items El through E4. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed. El. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is I I I ft.(m) I I jin.(cm) LJ above or L below (check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is I 1 J ft.(m) I I Jin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottorn floor elevated in accordance with the community's floodplain management ordinance?' 1 Yes J No LJ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA - issued or community- issued BFE) or Zone AO must sign here. PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS SIGNATURE COMMENTS I —I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer.the community's floodplain management ordinance can complete Sections A, B, C (or E), G of this Elevation Certificate. Complete the applicable sig? below. G1. LJ The information in Section C was taken from other documentation that has been signed-and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. LJ A community official completed Section E for a building located in Zone A (without a FEMA- issued or community- issued BFE) or Zone AO. G3. LJ The following information (Items G4-G9) is provided for community floodplain management purposes. G4. PERMIT NUMBER G5. DATE PERMIT ISSUED G7. This permit has been issued for LJ New Construction LJ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: . ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding at the building site is: . ft.(m) Datum: LOCAL OFFICIAL'S NAME COMMUNITY NAME SIGNATURE COMMENTS CITY For Insurance Company Use: Policy Number Company NAIL Number, ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) STATE ZIP CODE DATE TELEPHONE TITLE TELEPHONE DATE G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY ISSUED II Check here if attachments FEMA Form 81 -31, AUG 99 REPLACES ALL PREVIOUS EDITIONS PERMIT NO. • ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZONING DEPARTMENT' SECTION BY DATE ZONING ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL 1. Subject to compliance with et Federal, State. Coady, Village rotes tad tegutattons. Village assumes noresponsibtltty for accuracy of /or results from or plans. 2. Thls copy of plans must be evalltble on buRding she or no inspection will be conducted. JOB ADDRESS ea 5" P. E . 5 APPLICANT L GO IV f PHONE # APPUCATION k O 1 TLO N" SHEET OF MISCELLANEOUS DATE ZONING : COMMENTS • 615-(001 / 0 , 2 I ( m 1 U S - ( I V Y Y VAT/ ®a N riF OkDse- 04T /ate e egO6C INTO S/OE (A,D 5 . DmvewM-Y (A-ionem-cx POT PAVE CRITIQUE SHEET 0)- (i1 A 'Al iloDjf®!) : U �. ' , ,- CA/J /OM 5 Pt ,EQ 16( (sof Lr foot P4u 0 Dc 0 4\1/ KC (4VE. - auO V (u` c (4ae INITIALS JOE m. o_ p wY, : S= COr- �"ZiI-ON Lt'otJ 2b it tJE ql Sf- PAGE .'' O DLIT.E 6/4 1 0 � F. The ex ;51 Cent. 6ed w, _/ See, A 3 a.- a, aw.04 aApear b sly o k n III /he, ri h t /6c417 6 ca-f iiK £ n Roof 6 0,z $ J . plan. shrw- n Sec lit)L i e nd o r'ao (see Job �ry Pro videX- b -ci , a! S f . 1l (.i oy, 4¢5stiedule ' T. it s 1 70 4 004 ovi N See, i oL M' (; MQS, lei iI 6 e444.1 re ✓i' t Ke.r1& ced cell eacii Side a( Door G'o�cn e 5 s lets Sc btY); . Pre 'ty r ad/ new daors� Iv Iv) dotas Sforrr 41/1&1.5 (a y( less /((Tad' 9 ti A �.r JOB AOCRESS , E . I' 5 APPLICANT LEON I PHONE # APPLICATION kt O rri O f‘' DATE ZONING CRITIQUE SHEET SHEET OF MISCELLANEOUS PERMIT NO. ADDRESS: MIAMI SHORES VILLAGE BUILDING / ZON NG DEPARTMENT.. SECTION ZONING' ELECTRICAL MECHANICAL PLUMBING FIRE PUBLIC WORKS STRUCTURAL BUILDING OFFICIAL BY DATE 1. Subject to odd/Marto. with art Federal, State. Ca.'�ty. Village rules tnd regulations. Wine assumes no responsibility g tty for accurecy of /or resutts fro or 2. Thls copy of plans must be available on buRdtng site or no Inspection wtit be conducted. COMMENTS 6 /5 - 7o0 4 V / 0I (9 INA4, sW v - Y —(wto 1 `' eUtdivitaxoe ei2..oPDs -t (t-t u•I ila,i c(Q frvZ O sloe V ®rzkve wM-Y (A/Y4oPrc44 G) o P4 vQ GU -77L INITIALS ae�a�� . BUILDING OWNER'S NAME Leoni FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the Instructions on pages 1 -7. SECTION A - PROPERTY OWNER INFORMATION BUILQING.S1 E pREgg AD Untltrai nt, Unit. Suite. and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. CITY STATE Miami Shores,. Florida PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) BUILDING U$ (e.g ntiol, Non - residential, Addition, ACOesaory, etc tae Comments section b' neoessay.) Residential LATITUDFJLONG,TUDE (OPTIONAL) ( Oil' -+1i' -lM.ar or 80.111tMat, 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER Miami Shores / 120652 HORIZONTAL DATUM: J _J NAD 1927 (J NAD 1983 SECTIONS - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B4. MAP AND PANEL 55. SUFFIX t38. FIRM INDEX 87. FIRM PANEL NUMBER DATE EFFECYNE/REV1SED DATE 1 20,25CO49: J 7 -17 -95 3-02-94 FEMA Form 81 -31. AUG 99 ER PHONE NO. : 82. COUNTY NAME Broward Jul. 24 2002 12:00PM P1 137572 O.M.B. No. 3067 -0077 Expires July 31, 2002 For Irrwrincs Coinparq P aleY w' f t1' =,y Company NAIL Number '.kr ,.._ ,fir•: ZIP CODE SOURCE: (J GPS (Type); JJ USGS Quad Map Li Other: 138. FLOOD ZO 63. STATE Florida 1• 89. BASE FLOOD ELEVATION(S) (Zone AO. use 4 of flooring) .. Not Available 910. Indicate the source of the Base Flood Elevation (BF)„ data or base flood depth entered in 89. LJ FIS Profile Jig FIRM LJ Community.Detetmined LJ Other (Describe): 811. Indicate to elevation datum used for the BFE in 89: 1 NGVD 1929 U NAVD 1988 I_J Other (Describe): 012. Is the bonding looted in e Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? Li Yes Jy No Designation Date: - SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: L)Construction Drawings' LJBuliding Under Construction* L}C JFutished Conovuc ion A new *vation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 1 (Select the building diagram moat similar to the building for which this certificate Is being completed - secs pages 6 and 7. If no diagram accurately represents the building. provide a sketch or photograph.) _. _ .. C3. Elevations –Zones A1,A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR. ARIA, AR/AE. AR/A1-A30, ARAM. AR/AO / Complete Items C3a-i below according to the building diagram specified In Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation.. Use the space provided or the Comments wee of Section 0 or Section G, as appropri ate. to document the dat utt conversion. • Dattun lain,- '29 . Conversion/Comments NONE Elevation reference mark used N– 5 6 6 ( DC) Does the elevation reference mark used O a) Top of bottom floor (including basement or enclosure) _„ 12 , 22_ 1L(m) 0 b) Top of next higher floor n/a IL(m) O c) Bottomed Lowest horizontal structural member (V zones only) n/a • —!L(m) 0 d) Attached garage (top of slab) n /a it(m) Q e) Lowest elevation of machinery and/or equipment Servicing the building • n/a R(m) ; i O Lowest adjacent grade (LAG) -__2.. 6._ I(,( : z it O g) Highest adjacent grade (HAG) _________l p. IL(m) 0 h) No. of permanent openings (flood vents) within 1 R above adjacent grade n /a 3 I) Total area of all permanent openings. (flood vents) in C3h _nla sq. In. (sq, an) j l _ SECTIO D .SURVEYOR, ENGINEER, O ARCHITECT CERTIFICATION ' This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by Iaw to certify elevaUoninformation. / cerB/y that the information in Sections A, B. and C on this ceaiffcate represents my best efforts to Interpret the beta available. i unoerstand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 4001. CERTiFIE wypE 1 4.2.13 LICENSE NUMBER TITLE , 7 G COMPANY NAME Ni GA CIA C. Coral Gables _ DATE TELEPHONE • appear on the FIRM? LJ Yes in No m h S 4 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS taea FROM : IMPORTANT: In these spaces, copy the corresponding Information from Section A. Bt.M.5NO T N ETADD�tE (Incl Street uding Ap Unit, Suite. and/or Btdg. No.) OR P.O. ROUTE AND BOX NO. Miami Shores, STATE Florida ,_ompany ,umber :` :�„ SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company. and (3) building owner. COMMENTS - crown of road (NW corner) = 9.94 (NE corner) = 10.13 PROPERTY CORNER ELEVATIONS: NE corner = 9,54 = 9.56 • 'sw SE corner = 9.90 )_J Cheek here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT FIFE) For Zone AO and Zone A (without BFE). complete Items El through E4. if the 8evation Certificate Is Intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed El. Budding Diagram Number (Select the building diagram moat similar to the building for which this certificate is being completed — see pages 6 and 7. If no diagram accurately represents the builtfrng, provide a sketch or photograph.) E2. The top of the bottom floor (Including basement or enclosure) of the building is LJJ ft.(m) J I {in•(an) LJ above or Lj below (check one) the highest adjacent grade. • E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is 1 1 1 ft.(m) L_l__nndcm) above the highest adjacent grade. E4. For Zone AO only: If no Rood depth number Is (available, is the top of the bottom floor elevated in accordance with the community's flood • lain mane, ement ordinance? Yes No Unknown. The local official must ce this information In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owners authorized representative who completes Sections A. B, and E for Zone A Orithout a FEMA- Issued or community- issued BFE) or Zone AO must sign here. PROP OWN • R OWNER'S A I O - IZ D REPRES TNE'S ADD SS SIGWIWE COMM NT5 SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who ie authorized by law Or ordinance to administer.the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable items) and sign below. G1. Unit Information In Section C was taken from other documentation that has been signed and embossed by a licensed surveyor. engineer, or architect who is authorized by state or focal law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. LJ A community official completed Section E for a building located in Zone A (without a FEMA - issued or community- issued BFE) or Zone AO. G3. u The following infomiatIon (Items G4-G9) is provided for community fioodplain management purposes. G4. PLRMIT NUMBER ISSUED 07. This permit has been issued for. LJ New Construction LJ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building Is: G9. 8FE or (in Zone AO) depth of flooding at the building site is: LOCAL OFFICIAL' NAME COMMUNITY E SIGNATURE COMMENTS FEMA Form 81 -31, AUG 99 PHONE NO. : 05. DATE PERMITTSSUED CI TITLE ZIP CODE TELEPHONE DATE Jul. 24 2002 12:01PM P2 STATE For Insurance Company Uao: , Polley Number • Check here if attachments G6. DATE CERTIFICATE OF COMPLIANCE/OCCUPANCY TEL PHONE _ ft.(m) Datum: . ft (m) Datum: ( J Check here if attachments REPLACES ALL PREVIOUS EDITIONS LEOV227 ?, !`C TRI- COUNTY tor- STATEWIDE TITLE CORP. 6600 TAFT STREET HOLLYWOOD, FL 33024 This Document Prepared By and Return to: arton S. Strock, Esq. Statewide Title Corporation 6600 Taft Street, Suite 410 Hollywood, FL 33.024 Parcel ID Number: 11-3206-013-4170 Special Warranty Deed of the County of Miami -Dade Signe and deliver in our presence: P inted Name: itness Prin ed N Witness 9 Off.REC.BIL 20245PG0222 This Indenture, Made this 28th day of February , 2 0 0 2 A.D. , Between J. FEINBERG REALTY INVESTMENTS, INC., a corporation existing under the laws of the State of Florida of the County of Broward , State of Florida ,grantor, and VICTOR LEONI, a single man whose address is: 262 NE 98TH ST,• Miami, FL am» 33138 Witnesseth that the GRANTOR, for and in consideration of the sum of TEN DOLLARS ($10) DOLLARS, and other good and valuable consideration to GRANTOR in hand paid by GRANTEE, the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said GRANTEE and GRANTEES heirs, successors and assigns forever, the following described land, situate, lying and being in the County of Miami - Dade State of Florida to wit: Lot 5 and the East 1/2 of Lot 6, Block 31, of MIAMI SHORES SECTION 1, according to the Plat thereof, as recorded in Plat Book 10, (at) Page 70, of the Public Records of Miami -Dade County, Florida. Subject to: (1)Taxes for year of closing and subsequent years; (2)zoning and /or restrictions and prohibitions imposed by governmental authority; (3) restrictions and other matters appearing on the plat and /or common to the subdivision; (4) utility easements of record. Together with all tenements, hereditaments and appurtenances thereto belonging or in anywise appertaining. To Have and to Hold, the same in fee simple forever. And the gran . hereby covenants with said grantee that grantor is lawfully seized of said land in fee simple; that grantor has good rig a • lawful authority to sell and convey said land; that grantor hereby fully warrants the title to said land and will defend t e sa e against the lawful claims of all persons claiming by, through or under grantor. In Wi ess hereof, the grantor has hereunto set its hand and seal the day and year first above written. By: STATE OF Florida COUNTY OF Broward The foregoing instrument was acknowledged before me this 2 8th day KURT MURPHY, Vice President of J. FEINBERG Florida Corporation, on behalf of the cor he is personally known to me or he has produced his Florida driver's State of Florida , grantee. J. FEINBERG REALTY INVESTMENTS, INC. RT'J RPHY, Vice President P.O. AddressImk $o ro men nnym x 4000 Hollywood Blvd., Suite 320N Hollywood, FL 33021 6104 . 00955480 e r1.n. Pr .on 1 = = - as ide fication. i° ame : I No :ry Public My Commission Expires: 1 nt, nrnr.,r.A A., w,}pn.■ In, nnnn (QR11 767-5555 Fn..., FT Cwr .l 02R1.36117 2002 MAR 06 12:18 DOCSTPDEE 1,290.00 SURTX 0.00 HARVEY RUVIN, CLERK DADE COUNTY, FL RECORDED IN ceicocIAL RECORDS BOOst ce DADE COUNr1', FLORIDA. RECORD VERIFIED MW1Y RUVIN Gam! VIEW Mt* (Seal) (Corporate Seal) February ,2002 by TY INVESTMENTS, INC., a 0 This property described as: All of Lot 5, and the East 1/2 of Lot 6, Block 31 AN AMENDED PLAT OF MIAMI SECTION NO. 1, according to the Plat thereof, as recorded in Plat Book 10, Page 70 of the Public Records of Dade County, .Florida. '1.7 GL1 PROPERTY Of: DL7 20 14 r Av m-par4 r NII I l tI.III %%'11111411'1 I III:.II:N.t 111111. AN11 1 111: 111111:INA I. 1111 \1 11 SI:A I. 111 1 11111111 1 1.11 1'NSI'11 %1 4, 1 1 1 1111 ANU Al trl'11 7 -22 -02 Elevations ad 7c go , (. _ . t44 1-K s p5. - 1 , J T 9 2Ggo 11. 1/1111/ 3.11.V/ V11111 SHORES A BOUNDARY si i vty 1 hrtrht trtnly that t %lose% optr• tented het can then t h e Irlhni.11 Ilandudf tri 14,1111 bb floe 11 1 of land Sutveyutt 4,1 chynrt 61(:11• 6 Ilutida Ad hlulivc ( punuan. 111 Secliou 11).1171. 11a. Slahttrt. Ihrtr ate nu enuuac■me.ut. nvetla4 I. easement% appraluIM on Ihr 1'I4. mho., Ilt•n it •ov.n hr.r1,, r_ Cf•E 5 T7P,Y 1'1E51DPNGE o• E. 3 ' Z7 3S I g q 1 ,I If 9 1 ' i kc (s th IV -9 U� -� "'_ 030 7 ( ' 4 � // IN 203. SC:. s T: I'Iigc 1 of 2 co' u 3 n So l Z 50 P) Lr 17 1 lb I 3Z1 H1:1.1) I)A'I'1': 1 l GL, 11 rIP 1 17- 34 ID 1 (.1115) (.11(,•7'111') ti(' 111:1': µ l.I-cY Za Z ZZ 23 LOGAfl0 ors , • w0.'•nm '-40 .. 41 u . ' 1 .1i ..,, k 2 ,i ,`. 4i Leoni, Victor, 262 N.E. 98th Street, Miami Shores, Florida LANNES AND (;ARC1A, INC. 1..11. II 209H tilll(VKVOItN.I 1AI'PI':1cti -CANT) I'I.ANNI:IIti BEALE SMITH 15238 . 111Iicr uddrrls:.1?9 Alra /ur Arcu11c torn! l:nblrs, ) 1 52.61166.1 I)ItAWN ITV S � 1)it11'l:. N() '137572 6 1 BILL OF MATERIAL No PART QTY PART DESCRIPTION MATERIAL 1 SW -30658 AS REVD STOREFRONT HEAD AND JAMB 6063 —T5 2 SW -30656 AS REVD STOREFRONT SILL 6063 —T5 3 SW -30657 AS REVD STOREFRONT GLASS STOP 6063 —T5 4 SW -43890 AS REVD STOREFRONT VERTICAL 6063 —T6 5 SW -40928 AS REVD COVER PLATE 6063 —T5 6 SW -37 AS REVD FRENCH DOOR JAMB 6063 —T6 7 SW -38 AS REVD FRENCH DOOR HEAD 6063 —T6 8 SW -40 AS REVD FRENCH DOOR SILL 6063 —T6 9 SW -39 AS REVD FD TOP AND BOTTOM RAIL 6063 —T5 10 SW -36 AS REVD FRENCH DOOR VERTICAL STILE 6063 —T6 11 SW -47 - AS REVD FRENCH DOOR ADAPTER 6063 —T5 12 SW -268B AS—REVD GLAZING GASKET VINYL 13 SW -2390 AS REQ ° D GLAZING GASKET VINYL 14 SCREWS AS —REVD # 8 X 1" SMS 15 SCREWS AS —REVD # 10 X 1" SMS 16 SCREWS AS —REVD # 10 X 1 1/2" SMS 17 SCREWS AS —REVD # 8 X 1" SMS 18 SW -3332 AS REVD FIN PILE WEATHER STRIP POLYPROPYLENE 19 SW —L1 1 LOCK (LATCH) METAL 20 SW —L2 1 LOCK (DEAD BOLT) METAL 21 SW -57 3 PER LEAF 8" HINGE 6063 T5 22 SW —FB 2 PER LEAF FLUSH BOLTS METAL 1.75 SF HEAD AND JAMB SW -30658 o ° 4.00 .49 0 SF SILL SW -30656 1.687 3.500 FD FLAT FILL COVER SW -40928 0 FD HEAD SW -38 .078 SF SILL STOP SW -30657 0 ° al 500 FD SILL SW -40 5.00 0 FD JAMB SW -37 SF VERTICAL SW -43890 4 .00° FD TOP ac BOTTOM RAIL SW -39 ° m Cn 4.375 FD VERTICAL STILE SW -36 Approved as compbiag with the Florida Bidding, Code Date NOM Os Miami Dade Prod Division By .687 .06 FD ADAPTER SW -47 1.808 FD HINGE SW 57 FRANCISCO HERNANDEZ FL. PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 0 Drown By: M H Dace: 12 -10 -01 scale: 1 /2'° =1 " Revision: Rsvislon: DRAWING NO. FD -01 SHEET 4 OF 4 I� 1/4 TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO MASONRY 06 FROM CORNERS AND THE REST 012 O.C. MAX. (TYP FOR DOOR JAMB) 0 0 0 �o 3/16 TEMP. GLASS FOR DOOR D 1/4 TAPCONS WITH 1 1/2 MIN. EMBEDMENT INTO MASONRY 06 FROM CORNERS AND THE REST 012 O.C. MAX. (TYP FOR JAMBS) 1 "3/16 TEMP. GLASS FOR FRENCH SIDELITE #10 X 1 1/2 S.M.S. 04 FROM BOTTOM AND TOP OF FRAME, AND THE REST 012 O.C. MAX. (TYP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) #10 X 1 1/2 S.M.S. 04 FROM BOTTOM AND TOP OF FRAME, AND THE REST 012 O.C. MAX. (TYP FOR CONNECTION BETWEEN SF VERTICAL AND DOOR JAMB) 3/16' TEMP. GLASS 1/4 TEMP. GLASS FOR DOOR FOR SF SIDELITE DETAILS 110 X 1 1/2 S.M.S. 01 FROM BOTTOM AND TOP OF FRAME, NEXT ANCHOR SPACED TO 3 AND THE REST 012 Q.C. MAX. 12 Approved es complying with the Florida Building Cade Date?.44 X002 HOMO p Y v / v . a/ Aitaml Dade P ct C Division By 1/4 JriIM MAA. FRANCISCO HERNANDEZ FL. PE # 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placo Hialeah, Florida 53012 Ph: (305)364 -8952 Fatt:(305)820 -5115 i IFIEWS1U112.5 11N 0 0 I 0 0 RIM MED II 1 ° T T 211/_8_ 1g 0 e 8 /C 98 - � I 0 •T0 VII Q 0 •o•a •ttva 3' -0" 40 t v. • 0 "TO INYI I, 74.4 l 30 ? - t t t t 75.0 i IFIEWS1U112.5 11N 0 0 I DOOR LEAF WIDTH RIM MED II 1 ° AIAX. D.0. : g .8/C 98 - � I 0 •T0 VII © a 9 /s 99 0 •o•a •ttva 3' -0" 8' -0 75.0 75.0 I, 74.4 l 30 75.0 - IFIEWS1U112.5 11N 0 0 I DOOR LEAF WIDTH 26 1/8' 29 1 ° AIAX. D.0. : g .8/C 98 - � I 0 •T0 VII L.J • XVII .96 1 3' -0" 8' -0 75.0 75.0 t ► 74.4 l IDESEGN IFIEWS1U112.5 11N 737F RIR DOORMEDELITIE SYSTEM DOOR LEAF WIDTH DOOR HEIGHT W/0 SIDEUTE SIDE LITE (INCHWIDTH S) W /SIDEUTE POS. NEG. POS. NEG. 3' -0" 8' -0 75.0 75.0 37 74.4 74.4 30 75.0 75.0 24 75.0 75.0 18 75.0 75.0 12 75.0 75.0 2' -6" 75.0 84.6 37 75.0 75.0 30 75.0 82.8 24 75.0 83.6 18 75.0 84.6 12 75.0 84.6 3' -0" 6 ° -8" 75.0 90.0 42 75.0 86.9 37 75.0 90.0 30 75.0 90.0 24 75.0 90.0 18 75.0 90.0 12 75.0 90.0 2' -6" 75.0 98.9 42 75.0 86.3 • 37 75.0 91.8 30 75.0 98.9 24 75.0 98.9 18 75.0 98.9 18 75.0 98.9 r W 1 V � 72 MAX DOOR WIDTH 37' MAX. 37 MAX. SIDEUTE WIDTH MIAMI -DADE COUNTY APPROVED SHUTTERS ARE REQUIRED 13 6 6 MAXMAX 13 37' MAX. L 13 16 WAX 37' MAX. _ FRENCH SIDEUTE WIDTH ELEVATION 6' MAX 13 MAX ° 13 37 MAX. FRENCH DOOR WIDTH SIDEUTE WIDTH 13' J MAX 72 MAX. DOOR WIDTH 0C g 37 MAX. FRENCH SIDEUTE WIDTH 37 MAX _ FRENCH SIDEUTE WIDTH 10 NOTES: 1. FLUSH BOLTS. ALL DOOR FLUSH BOLTS SHALL BE ENGAGED IN ORDER TO ACHIEVE DESIGN PRESSURES ABOVE. 2. GLAZING. 3/16' TEMPERED GLASS FOR FRENCH DOORS AND SIDELITES. 1/4' TEMPERED GLASS FOR STOREFRONT SIDEUfES. 3. COLONIAL MUNTINS CAN BE APPLIED. Approlci.1 as cvruplying e•ith ;Be Florida Bolding Code Date Noma Miami Dade P Coatcol Miarod / Dnisio By FTtAVC1SC0 167d1AfOE2 FL PE 1 51303 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Placo tilatcah, Moreda 33012 Ph: f305)304-8952 Far :305 x920- 511✓';% Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Plaeo Hla1eah, Florida 33012 Ph: 1305)364 -9932 Fa:v(308)028 -511 B Fli RANCISCO HERNANDEZ P. F Structural Engineering 15113 SW 35 Terr. Miami, Fl a 33185 Phone (786) 683 -2429 • SERIES 2001 ALUMINUM FRENCH DOOR Drown By M H oat.: 12 -10 -01 Seal.: 1 /2 " =1 " Revision: Revision: DRAWING 740. FD -01 SHEET .20F4 a v I 3/16 TEMP. GLASS FOR DOOR 4 4 u . wavu ui utriLRJ SHALL WITHSTAND ALL GLAZING SYSTEM LOADS (TYP FOR ALL WOOD BUCKS) 1/4 TEMP,GLASS FOR SF SIDEIJIE a - L� • V • v • . V". •. v 13 1/4' TAPCONS WUIH 1 1/2' MIN. EMBEDMENT INTO MASONRY @6 FROM CORNERS AND THE REST 013 O.C. MAX. (TYP FOR HEAD Sc SILL) 4 4 a' \ #10 X 1 1/2 S.M.S. ®4 FROM BOTTOM AND TOP OF FRAME, AND THE REST 012 0.C. MAX. (TYP FOR CONNECTION BETWEEN DOOR JAMB) N 110 X 1 S.M.S. 01 FROM BOTTOM AND TOP OF FRAME, NEXT ANCHOR SPACED TO 3 AND THE REST 012 0.C. MAX.. DETAILS 111.1...... j Appro+'ed es complying with the Florida Baltileg Code Date 1 , Laoz NOA.q nt.- 01 n R b I Miami Dade Prod. Coot Di%'Isioa By s • 110 X 1 1/2 S.M.S. 04 FROM BOTTOM AND TOP OF FRAME, AND THE REST 012 O.C. MAX. Or FOR CONNECTION BETWEEN SF VERTICAL. AND DOOR JAMB) FRANt3SC0 HERNANDEZ FL PE / 51303 A i4 FD SERIES "2001" OUTSWING FRENCH DOOR WITH SIDELITE .- Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Place Hialeah. Florida 33012 Ph: (305)364 -9952 Fatt:(305)828 -5118 NOA: i 2- 0108.01 EXP. 05 -02 -2007 MIA M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2903 Sunshine Windows Manufacturing, Inc. 1745 W. 33` Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2001 "Outswing French Door with Sidelitcs J APPROVAL DOCUMENT: Drawing No. FD -01, titled "Series 2001 Aluminum French Door ", sheets 1 through 4, prepared, signed and sealed by Francisco Hernandez, P.E., dated 12/10/01, bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Raul Rodriguez NOA No 02- 0108.01 Expiration Date: May 2, 2007 Approval Date: May 2, 2002 Page 1 LEONI DEVELOPMENT, INC. LEONI DEVELOPMENT, INC. 170714 (12/01) - 7176 e972 (2 0,(), 0 0 7547 7547 I FSRP 0002T PROCESS #: 820021100011 -0 FOLIO #: 1132060134170 FEEPAYER: NEED FEE DIST. CAT. TYPE ID CODE DEPARTMENT OF PLANNING AND ZONING IMPACT FEE ASSESSMENT FL BATCH: SITE ADDRESS: 262 NE 98 ST CATEGORY UNITS FEE DESCRIPTION EXTENDED AMOUNT . ®.0.0.0.0.0.010l0.0.0.O.0.s. —. ••.0.0.0.0.0.0. — .0.•19.0.0. ice.0 •—. O.O.0.0•_000 AREA 1.0 5002 00 UNIT SIZE (SO FT) 480 •0 0.9180 • 440.64 COLLECTION NO.: DATE: 07/0112002 TOTAL AMT. DUE : $440.64 SH NOA: 02- 0212.02 Sunshine Windows Manufactunng, Inc. 1745 W. 33rd Plcce Hialeah. Fladda 33012 Ph: (305)384 -9952 Fax:(305)828 -5118 SINGLE HUNG WINDOW (LARGE, SMALL AND NONE MISSILE IMPACT.) .0 M I A M I•DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI -DADE COUNTY. FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI. FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Sunshine Windows MFG., Inc. 1745 West 33' Place Hialeah, FL 33012 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Series "2000" Aluminum Single Hung Window APPROVAL DOCUMENT: Drawing No. SH98 -04, titled "Series 2000 Aluminum Single Hung Window ", sheets 1 through 5, prepared, signed and sealed by Francisco Hernandez, P.E., dated 3/25/99, bearing the Miami - Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large, Small and None Missile Impact LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Cr nty, Florida, and followed by the expiration date may be displayed in advertising literat If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 00- 0403.07 and, consists of tt . page I as well as approval document mentioned above. The submitted documentation was reviewed by Raul Rouciguez. NOA No 02- 0212.02 /' Expiration Date: April 22, 2007 Approval Date: March 21, 2002 Page 1 �- ESIGN PRI3SSURE CHART e RIP SERIES-2000 ALUMINUM SINGLE HUNG W HURRICANE PROTECTION IS REQUIRED DW SION i . ... ANCHOR SCE�ULE I.IGH T DUTY MEDIUM DUTY HEAVY (W/ STEEL REINFORCEMENT) REINFORCEMENT) DUTY II 11 II ii 1 3/16" TAPCONS 3/16 (.ASS 3/16 ANNBAIED GLASS 1/4"-ANN. GLASS PER HEAD AND SUL PER JAMB GLASS 3/16" ANN. C31.AS3 3/16' TAPCONS 1/4' TAP CONS 3/16' TAPCONS 1/4' TAP�N3 1/4° TAPCONS WIDTH HEIGHT EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. EXT. INT. , i/a 28' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 281/2 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 3r. 3 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 531/x' 4 60.7 67.5 60.7 88.7 98.0 113.1 98.0 122.5 98.0 113.1 98.0. 122.5 98.0 184.8 19 "1/e'_ 38 3 / 8 ' 2 o� 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28:1/2' 2 60.7 67.5 60.7 122.5 98.0 122.5 .98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 37'. 3 60.7 67.5 60.7 108.8 98.0 120.3 98.0 122.5 98.0 120.3 98.0. 122.5 98.0 184.8 53 1 /8 4 60.7 64.8 60.7 64.8 90.6 • 90.6 97.1 97.1 90.6 90.6 98.0 122.5 98.0 144.3 t' / ' 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 2 2 60.7 67.5 60.7 119.1 98.0 119.1 98.0 122.5 98.0 119.1 98.0 122.5 98.0 184.8 '-' 3 60.7 67.5 60.7 94.7 98.0 99.2 98.0 122.5 98.0 99.2 98.0 122.5 98.0 184.8 53 1 4 52.6 52.6 53.2 53.2 79.8 79.8 79.8 79.8 83.8 83.8 95.5 95.5 98.0 118.5 191/8° O ' 2 2 60.7 67.5 60.7 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 122.5 98.0 184.8 28 1/2° 2 60.7 67.5 60.7 111.9 98.0 111.9 98.0 122.5 98.0 111.9 98.0 122.5 98.0 184.8 37' 3 60.7 61.5 1 60.7 89.5 89.6 89.6 98.0 111.6 89.6 89.6 98.0 111.6 98.0 168.3 53 4. 41.3 41.3 46.7 46.7 70.0 70.0 70.0 70.0 74.9 74.9 74.9 74.9 98.0 104.0 1 ®; 1/® ° 74 1/4° - 2 5 60.7 67.5 60.7 119.2 98.0 119.2 98.0 122.5 98.0 119.2 98.0 122.5 98.0 184.8 28 1/2 2 60.7 67.5 60.7 ` 91.2 91.2 91.2 98.0 122.5 91.2 91.2 98.0 122.5 98.0 184.8 37° 3 51.4 51.4 60.7 71.5 71.5 71.5 93.3 93.3 7 -12 -94 OVER 1) PSF PSF PSF 71.5 71.5 93.3 93.3 98.0 140.8 BASED ON W11.-18143 GATED 7 -12-94 TEST SD'.E- 53 1/8' X 83' (1 OVER 1) TEST LLIADS +70.0 - 700 PSF DESIGN LADS- +483 -41.7 PSF WATER INFILTRA110N TEST- 9.1 PSF TESTED GLASS- DSB ANNEALED BASED ON MIL -18175 DATED TEST SIZE- 53 1/8' X 83' (1 TEST lOAD :Sa +105.0 - 105.0 DESIGN L.R'IOS.= +70.0 -70.0 WATER INFILTRAT1ON TEST'. 14.7 TESTED GLASS.- 3/18 ANNEALED BASED ON ML -18178 DATED 7 -12 -94 - TEST ERE- 53 1 /8' X 83' (1 OVER 1) TEST LOADS= +158.0 -158.0 PSF DESIGN LOADS- +98.0 -104.0 PSF WATER REILIRAIXIN TEST- 14.7 PSF TEST= CLASS® 3/18 ANNEALED i o C O 21 " MAX. l r II 11 II ii 1 11 II 11 Jl le I - oL II II II JL I II nnvuvir ANCHOI 1 r 11 I I 11 // 11 II II 11 II 11 II 11 It !! !! 24" MAX. O WINDOW WIDTH HEAD ANCHORS SEE CHART APPROVED AS COMPLYING WITH THE SOUTH f1ORIDA BUILDING CODE r' o 2. BY ///1,0 tom PROD' COUT' IL DIVISION BUIL :,DE COMPLIANCE OFFICE ACCEPTANCE NO. - 0 4®3. 0 7" EXPIRATIO.. ATE 5- a :5 -Oa • FRANCISCO HERNANDEZ FL PEI 51393 " MAX. TYPICAL ELEVATION 1 OVER 1 FALSE MUNIINS (SURFACE APPUED) MAY BE USED PRODUCT. RENEWED ACCEPTANCE No, I.- 62 ?A C. 7,0 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE Sunshine Windows I k nufociuring, Inc. 1745 W. 330d FiGC Hia.':ah. Florida 33012 Ph: (305)384 -5952 Fatt:(305)828 -5118 DESIGN SURE CEEART ePSF SERIES-2000 ALUMINUM SINGLE HUNG WINDOW WINDOW DIMENSION ANCHOR SCHEDULE 1//4p TEMPERED GLASS FIOR LIGHT, MEDIUM AND HEAVY DUTY WINDOWS HURRICANE PROTECTION IS REQUIRED STANDARD SILL 3" HIGH SILL PER MIAD YiEgt JAMB 3/16° TAP'CSONS 1/4° TAPCONS 3/16" TAP00!N'.S 1/4' TAP NS WIDTH HEIGHT AND SILL EXT. I NT. EXT. I NT. EXT. r I NT. EXT. I NT. 191/8' 26° 2 66.7 281.4 66.7 300.0 75.0 281.4 75.0 300.0 28,1/2' 2 3 66.7 252.1 66.7 300.0 75.0 252.1 75.0 300.0 37° 3 66.7 141.8 66.7 246.6 75.0 141.8 75.0 246.6 831/6 4 66.7 113.1 66.7 154.0 75.0 113.1 75.0 154.0 19 1/8 3 ® /6- 2 66.7 214.0 66.7 300.0 75.0 214.0 75.0 300.0 26 '1/2' 2 66.7 177.2 66.7 300.0 75.0 177.2 75.0 300.0 J 3 66.7 129.3 66.7 188.9 75.0 129.3 75.0 188.9 83 1/8° 4 66.7 90.6 66.7 112.4 75.0 90.6 75.0 112.4 19 1/6' 2 66.7 187.7 66.7 300.0 75.0 187.7 75.0 300.0 28.1/2' 2 66.7 148.9 66.7 300.0 75.0 148.9 75.0 300.0 37' 3 66.7 124.0 66.7 164.4 75.0 124.0 75.0 164.4 83 1/6' 4 66.7 83.8 66.7 92.3 75.0 83.8 75.0 92.3 10 1/6' 2 , 6 66.7 173.2 66.7 300.0 75.0 173.2 75.0 300.0 28 1/2° 2 66.7 134.2 66.7 300.0 75.0 134.2 75.0 300.0 ;:37 ` 3 66.7 107.5 66.7 155.4 75.0 107.5 75.0 155.4 53: ; 1/8' 4, 66.7 81.0 66.7 81.0 75.0 81.0 75.0 81.0 19.1/6° , . 2.'. . 66.7 143.0 66.7 300.0 75.0 143.0 75.0 300.0 261/2' 2 66.7 109.5 66.7 251.6 75.0 109.5 75.0 251.6 3r �41/a 3 66.7 85. 66.7 155.0 75.0 85.8 75.0 155.0 83 1/8' 4 66.7 69.8 66.7 1 75.0 69.8 i 09.8 75.0 75.0 BASED ON TEST SIZE= TEST LOADS- DESIGN LOADS= WATER INFILTRATION FTL -1837 DATED 11 - 19 - 97 53 1/8" X 74 1/4° (1 OVER 1) +112.5 -112.5 PSF +75.0 -75.0 PSF TEST= 10.0 PSF WITH STD. SILL 11.3 PSF WITH 3° HIGH SILL 1/4" TEMPERED its1Li) GLASS= T I 6° HEAD ANCHORS SEE CHART WINDOW WIDTH APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE BY 14 MAX. 1/4 TEMPERED,:GLASS 1r 11 JL - 1r 11 11 11 11 11 11 11 11 11 11 - 11 11 1/4 1MPERED;;GLASS „ 11 11 JL J L II' it 11 11 - 11 11 11 11 / 11 r ) l ,l / 11 11 11 „ 11 11 11 i, [ MC A SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED PROD T , 0L DIVISION BUIL► CODE COMPLIANCE OFFICE ACCEPTANCE NO 10 040547- PRODUCT RENEWED ACCEPTANCE No. 0 1. -0 ill .�t EXPIRATION DATE ell I 17 - , L 00. 7 PRODUCT CONTROL DIVISION BUILDING CODE COMPLIANCE OFFICE -a6 -00 FRANCISCO HERNANDEZ FL PE/ 51393 Sunshine Windows Manufacturing, Inc. 174:5 W. 33rd Piece Hlalsah. floddo 33012 Ph: (305)364 -9952 Fox:(305)628 -5118 Drown By: J N Date: 3 -25 -99 scale: 1 /2 ° =1 ° RevWona -25 -0A Revision: ORAWINO NO. SH98 -04 SHEET 2OF5 JAMB ANCHORS SEE CHART WINDOW HEIGHT MEW M T : M t� 0I 1 MA 1 SW -014 1 FRAME HEAD 6063 —T5 2 SW -52101 1 FRAME SILL 3083 —T5 4 SW -015 1 MEETING RAIL 6083 —T5 5 SW -017 1 SASH TOP RAIL 6063 —T5 6 SW -43355 1 SASH BOTTOM RAIL 6063 —T5 7 SW -40771 1 3° RISER 6063 —T5 9 SW —AS 14 ASSEMBLY SCREWS f 8X1 PH PHIWP CRS 11 SW -687 2/VENT LATCH ZINC 12 SW -1820 AS RQD SEAL PILE FELT 13 SW -3257 AS RQD WEATHER STRIP BULB VINYL 14 SW -1520 AS RQD GLAZING TAPE FOAM 15 SW -018 AS RQD GLAZING BEAD 6063 —T5 17 SW -3082 AS RQD WEATHER STRIP BULB VINYL 18 SW -013 1 FRAME SILL/3 RISER 8083 —T5 19 SW -40770 1 BOTTOM RAIL/3 RISER 6063 —T5 20 SW -43353 2/VENT LATCH BOTTOM RAIL 6063 —T5 • • it)MASU UQ,. A m1LJ1 %1r. 00 d:AD AO EF1'ANCE W C. IL , 0 t. . EXPIRATION DA PRODUCT s ; : 01. :r • : SION BUILDING CODE COMP ® CE OFFICE • 1 • • om Vi • • a .B••�\ g LIGHT DUTY TYPAL ANCHORS SEE ELEVATION FOR SPACING a LATCH ORION 1 3/4° X 3/8° STEEL BAR USED AT HEAVY DUTY WINDOW ONLY APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DAT, .., r _ 02 0 BY 'L3�� / /.!!�� 4 PRODU CO OL DIVISION ?ICE BUILDING CODE COMPLIANCE ACCEPTANCE N0 —• 0 5.O 2 S9 , LATCH • I a• TYPICAL ANCHORS SEE ELEVATION FOR SPACING 1/2 WEEP SLOTS AT EACH END 110!3 rr 19 • WOOD BUCKS NOT BY SUNSHINE WINDOWS, MUST SUSTAIN LOADS IMPOSED BY GLAz:N:: SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE INTO 2BY WOOD BUCKS OR W000 STUCTURE 3/16 OR 1/e TAPCONS WTfH 1 1/2 MIN. PENETRATION INTO WOOD INTO 1BY W030 BUCKS OR INTO MASONRY 3/16 OR 1/4 TAPCONS WITH 1 1/4 MIN. EMBED INTO MASONRY GLAZING METHOD USE ADHESIVE BEDDING COMPOUND MD GLAZING FOAM TAPE ON EXTERIOR EXTRUDED ALUMINUM SNAP ON GLAZING BEAD WITH VINYL BULB ON INTERIOR �y \ a 4 • ® j, MEDIUM AND HEAVY DUTY 5/8 X 5/8 STEEL BAR USED AT HEAVY DUTY WINDOW ONLY 1/2 WEEP SLOTS AT EACH END L. I LIGHT DUTY 20 2 SILL LATCH — LO Att. A n'• ^•- 1 AaASJ A\ a cane A a liras. s7eala A d 0..0 ) 1 BY OR 2 BY WOOD BUCK 1/2 WEEP SLOTS AT EACH END 3 —Z6' —00 FRANCISCO HERNANDEZ FL PE# 51393 1 BY OR 2 BY WOOD BUCK MEDIUM AND HEAVY DUTY Sunshine Windows Manufacturing, inc. 1745 CY. 33n1 Ft= Micah. Rad& 33012 !Ffz~'tir : {505)384 -0952 Fas ®26 -5110 Din � JN Dab: 3- 25 -99 Seale: 1,/2 ° -1 Rwblon: DRAMN0 M. SH98 -04. SHEET 3 OF 5 ••• num : PAST a SSQD. IDNaCiarnoN MAMMAL 3 ... :`SW -011 2 FRAME JAMB 6063 -T5 48 , . SW -012 .2 SASH SIDE RAIL 6063 -T5 SW -8202A 4/VENT FACE GUIDES NYLON _14; :; SW -1520 AS RQD GLAZING TAPE FOAM 15 . SW -018 AS RQD GLAZING BEAD 6063 -T5 18 '' SW -540 • 2 SPIRAL BALANCE ALUMINUM 17 .. SW -3082 AS RQD WEATHER SWFcri' BULB VINYL 1• BYOR2BY W000 BUCK HORIZONTAL SECTION 3/8 MAX. SHIMS MATERIAL LIS°I' (HORIZONTAL SECTION) PRODUCT RENEWED 0 -- 0212.0". AOCEPTANCE No. EXPIRATION D , J' n4. BY 0; •• ' OL IVISION BUILDING CODE COMPLIANCE OFFICE te 7,0 r a . TYPICAL ANCHORS SEE ELEVATION AND CHART FOR SPACING APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE 0 DA BY _ PRODU ► CO r '11. DIVISION BUILD! CODE COMPLIANCE OFFICE ACCEPTANCE N0. C 31° ' - 040349 1.312 r 2.127 r F'---- 2.062 --1 0.050 FRAME HEAD SW -014 6063 -T5 0.082 I--- 2.078 --� FRAME SILL SW -52101 6063 -T5 �°--- 1.890 -� P CM - L 2.750 0.062 s 1.000 I-- SASH BOTTOM ^_? SW -43355 6063 -T5 0.812 2.314 2.000 1.250 ±:1 - 0.394 0.395 75 -�- o.io GLAZING STOP SW -018 6063 -T5 0.937 1-- 2.375 - � FRAME JAMB SW -011 6063 -75 0.687 r - t°---- 2.077 -1 FRAME SILL SW -013 6063-15 1.437 3.250 - 1 0.812 MEETING RAIL SW -015 6063-15 0.592 -i 1.000 0.050 - 10.810k SASH SIDE RAIL SW-012 6063-15 1.625 - 4 1404 - SASH BOTTOM RAIL SW -40770 6063 -T5 r 1.875 1 F-- 1.625 --1 -+� 0.812T'- SASH TOP RAIL SW -017 6063 -T5 1 .0,.. 1.059 1 LATCH BOTTON RAIL SW -43353 6063-75 0.094 SILL RISER SW -40771 6063 0.050 3 -25 -o0 FRANCISCO HERNANDEZ FL PE! 51393 Sunshine Windows Manufacturing, Inc. 1743 W. 33rd Mac. Halvah. Florida 33012 Ph: (305)384 -9952 Fax•(305)828 -5118 a go3 / c L C �NaO 2 W ` a �cr t 31 -LAri ITEMS PAM' 1 REQD. DESCRIPTION MAIBBIAL 1 SW -014 . - 1 FRAM HEAD - - 6063 —T5 ' 2 SW52101 1 FRAME SILL 6063 —T5 3 SW -011 2 FRAME JAMB 6063 —T5 4 SW40111 1 MEETING RAIL 6063 —T5 5 SW -017 1 SASH TOP RAIL 6063 —T5 6 SW4335E 1 SASH BOTTOM RAIL 6063 —T5 7 SW8202E 2 SASH CAM NYLON 8 SW -012 2 SASH SIDE RAIL 6063 —T5 9 SW —AS AS REQ ASSEMBLY SCREWS 1 8X1 ° PH PHIWP CRS 10 31$18202A 4 /VENT FACE GUIDES NYLON 11 'W4335' 2/VENT LATCH 6063 —T5 12 SW1820 AS RQD SEAL PILE FELT 13 SW3257 AS RQD WEATHER STRIP BULB VINYL 14 — AS RQD SILICONE DC- 795/SM -5731 15 SW -018 AS RQD GLAZING BEAD 6063 —T5 16 SW540 2 SPIRAL BALANCE ALUMINUM WINDOW WIDTH ANCHORS PER HELD Q SILL 19 1/8 2 28 1/2 3 50 37 4 53 1/8 5 73 3/4 8 WINDOW HEIGHT ANCHORS PER JAMB 26 • 3 38 3/8 4 50 5/8 5 63 6 73 3/4 8 • ; Tri�u. ANL.HUriS ETXCAL OECTJI GO a °co in LATCH OPTION I ca o 2 F7 ; P Po ALL W UAL OFIJARLDIZR TEAK TT IUNIIT ?*.&. i I F 0:0 Zl AJi V V V \ Z 1/ o V APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE (�°a G DAT : ' d ®� o MASS ©mows: BY 7L/ �I% = _c � i_� A) 3/8 OVERALL LAMINATED GLASS USING TWO UGH?'S OF 1 /8 HEAT STRENTHENED LASS WITH AN 0.010 INTERLAYER FILM, GLASSLP. 4 avc�T' r-L� , A s 6 PRODU 1-4 ROL DIVISION WIDE CLOSED CELL FOAM, FRANK LOWE RUBBER & GASKET S -10 ON EACH SIDE BUI1D3 CODE COMPLIANCE OFF C(AF FILM AT PERIMETER EDGE. Etge ACCEPTANCE NO 0 0406-4 G ' O LAMINA � FILM, MO OUPONT TS OFT11/�8° HEAT STREAITHENED WITH AN RaMEOBS INTERIOR GLAZED WITH 3/8 GLAZING PENETRATION USING A CLEAR COLORED ADHESIVE BEDDING COMPOUND, SCHNEE MOREHEAD 5731 OR DOW CORNING 795, AND AN EXTRUDED ALUMINUM SNAP ON GLAZING EEAD FASTENED TO FRAME WITH TWO NO. 8 X 3/4 PHSMS PER BEAD. 1 BY OR 2 BY WOOD BUCK 3/8 MAX. 'SHIMS !II! ®R I7z O I AL SECTION .a - 6 • TYPICAL ANCHORS s P1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED ANCHORS: INTO 2BY WOOD BUCKS 3/16 TAPCONS WITH 1 INTO 1BY WOOD BUCKS 3/16 TAPCONS WITH 1 \_ 4° 0 cd I I :1_ T . . =I1 H II II4iACT GLASS JL__JL__ II II II B II II II II it II 11 _ IM'ACT GLAffS _— JL__JL__.--_ - - --- II A II 14 MAX.... - i LE 14° MAX. -- WINDOW WIDTH r SILL ANCHORS SEE CHART TYPICAL ELEVATION 1 OVER 1 EASED ON r DA! cu TEST SIZE= 53 1/8 X 73 3/4 (1 OVER 1) TEST LOADS= +135.0 —135.0 PSF DESIGN LOADS= +70.0 —90.0 WATER INFILTRATION TEST= 10.5 PSF TESTED GLASS= 3 HEAT STRENTHENED LAMINATED CYCLIC WIND LOAD TEST= +90.0 —90.0 PSF ° NOT I:l :,ita OR W000 STUCTURE 1/2° MIN. PENETRATION INTO WOOD. OR INTO MASONRY 1/4 MIN. EMBEDMENT INTO MASONRY. '2.6— FRANCISCO HERNANDEZ FL PE{} 51393 Sunshine Windows Manufacturing, Inc. 1745 W. 33rd Piave Iffai.ah, Fulda 33012 Ph: 305384 -9952 Fax: 053928 -5118 tai 14 C ri c 0 i drxit. c 24" c igArili Mal maw, s JN D t : 3 -25 -99 Scala: jJ2 ° =1 ° R©vizerla Ravit n: DRAM R0 i40. SH98 -04 SHED" 5 OF 5 The ex lb be she ,Sk i' on c Provide b ©n —Z 4/ 5,e.',`' / «s Pro ivi l e R de weal alouis iO3 SITE: E: L t J Tv OF REVIEw : C01- S CIT_ON FT. INS S _ ��L�. i -•. 2/ 2 Nc if S� i LOCMC:: ��. 6e4km th e r /917/ / ec . .6 . a.c ivt al /his Aedu-le i� 7;e Gear -, &reed cell eel I Ls 's, 569ri44 ( 041/1 Oar.,_: rS D.L ( /4'i07- e4, q, a. -a. � appear on goof 6'401 ;1 p14il. end of r eef (5e To6 c"rE 0 a s 5 be o A See, -aC 5, d aQeaei� L1 64 el' Door ®� G(�vtu- F) for adl r ew doors (act les iorQC-f 914,5 5), t ie. F%a,S4 • r vt`IVI Vvvs -�.uU 1 4 03/30/2002 04:08 +0000000004 ABBOTTEASSOCIATES rroleCt Name: Address: City, State: Owner: Climate Zone: FLORIDA ENERGY EFFICIENCY CODE e�w wa aaa w.•. ■w __ w• ■w... r_• a —_.w� • rut bUILUHNV CONS 1 NUU 1 IUN Florida Department of Community Affairs Residential Whole Building Performance Method A LtuN1 ALMA 1 IUN MIAMI SHORES MIAMI SHORES, FL LEONI South 1. New *instruction or existing New 2. Single family or multi - family Single family 3. Number of units, if multi - family 4. Number of Bedrooms 1 5. 13 this a worst case? No 6. Conditioned floor area (R•) 460 Rs 7 Class area & type e. Clear - single pane 0 0 Rs b. Clear - double pane 0 0 R' c. Tint/other SHGC - single pane 106.0 R' d Tint/other SHOC • double pane 0,0 tts 8. Floor types e Slab- On- Crrade Edge Insulation R -•0.0, 70 0(p) R b. WA c. N/A 9. Wall woes e Concrete, Int Insul, Exterior R=4 2, 444.0 R' b. N/A c WA d. N/A e. NiA 10. Ceiling types s Under Attic R -30 0, 460.0 ft b. N/A c. N/A 11 Ducts e Sup. 1 1nc Rat: Con AH: Interior Sup R -6.0, 60.0 R b. N/A I hereby certify that the plans and specifications covered by this r.alritlatinn sire in cmmnlisinre with the Florida Energy Code. PfttPAKEU 13Y: Ab O 1 I & ASSOCIATES �1ATt Al / .6- a� 1 hereby certify that t compliance wltn one r OWNFR /A(FNT! DATE: designed, is in 12 Cooling systems a. Central Unit b. N/A c. N/A 13. Heating systems s. Electric Strip b. NIA c. NIA 14 Hot water systems a. Electric Resistance b. N/A Glass/Floor Area 0.23 Total as -built points: 7769 Total base points: 7916 dultoer: Pemtltting Office: MIAMI SHORES Permit Number: • 1.iri-srfiction Number. c. Conservation credits (HR -Heat recovery, Soler DNP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan. CV-Cron ventilation. HF -Whole house fan, PT- Programmable Thermostat M7- C -Mult rime cooling, MZ- H- Multizono hating) PASS 011 RUIL.DING OFFICIAL! DATE: EnorgyGauge® (Version: FLRCPB v3.2) PAGE 01 Cap: 22.0 kBtu/br SEER: 12 40 Cap• 17.0 kBtu/hr COP: 1.00 Cap: 40.0 gallons F.F. 0 88 PT, Review of the plans and ttt sr enerlflrRtions cnvorstd by this 0Q _ calculation indicates compliance wkh $h* Flnrirlw FnPmu ( :male Before construction is completed •1.: w ill ►•u i•.c►•s. -1sa In• compliance with Section W./ BASE AS -BUILT GLASS TYPES .18 X Conditioned X BSPM = Points Floor Area Overhang Type /SC Omt Len Mgt Ares X SPM X SOF = Points .15 400.0 32.50 2081.0 Single. Tint W 1.0 10.0 88.0 54.85 1.00 4894.5 Single, That E 1.0 7.0 20.0 81.31 0.08 1204.0 As -Built Total: 108.0 8191A WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points AdJecent 0.0 0.00 0.0 Exterior 444.0 2 70 1108.8 Base Total: 444.0 11881 Concrete, Int Insul. Exterior 4.2 444.0 2.28 1012.3 As.auat Total: 444.0 1012.3 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 0.0 0.00 0.0 Exterior 10.0 8.40 64.0 Bass Total: 10.0 84.0 ] Exterior Insulated 10,0 8.40 84.0 As-Bunt Total: 10.0 04.0 CEIUNG TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 480.0 2.80 1288.0 Base Total: 490.0 1219.0 Under Attic 30.0 480 0 2.77 )(1.00 1274.2 As -eullt Total: 490.0 1274.2 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 70.0(p) -20.0 - 1400.0 Raised 0.0 0.00 00 Bass Total: - 1400.0 Stab -On -Grade Edge Insulation 0.0 70.0(p) -20.00 - 1400.0 Aa -Bulf Total: 70.0 - 1400.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 480.0 18.79 8643.4 460.0 18.79 8643.4 Summer Base Points: 12485.2 Summer As -Built Points: 15492.3 Total Summer X System = Cooling Points Multiplier Points Total X Cap X Duct X System X Credit = Cooling Component Ratio Multiplier Multiplier Multiplier Points (DM x 0814A x AMU) 12485.2 0.4266 5326.2 15492.3 1.000 (1.067 x 1.185 x 0.90) 0.275 0.960 4528.0 15492.3 1.00 1.119 0.275 0.950 4528.0 03/30/2002 04:08 +0000000004 ABBOTT &ASSOCIATES PAGE 02 . FORM 600A -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS. MIAMI SHORES, MIAMI SHORES, FL. PERMIT #: EnsrgyGaugs^' DCA Form 600A -2001 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Floor Area Ovemang Type /SC Omt Len Hgt Area X WPM X WOF = Point .10 460.0 2.31 105.4 Single. Tint W 1.0 10.0 88.0 480 1.00 Single, Tint E 1.0 7.0 20.0 3.80 1.01 As-ulf Tot: 1000 304. 00.8 475.0 WALL TYPES Area X BWPM = Polnts Type R -Value Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 444.0 0.60 260 4 Base Total: 444.0 2000 I Concrete, int Innul, Exterior 4.2 444.0 1.02 AaBmlt Tot: 444.0 452.9 462.9 DOOR TYPES Area X BWPM = Polnts Type Area X WPM = Points Adjacent 0.0 0.00 0.0 Exterior 10.0 1.80 18.0 Bass Taint: 10.0 110 i Exterior insulated 10.0 1.80 As.BW* Total: 10.0 18.0 10.0 CEILING TYPESArea X BWPM = Polnts Type R -Value Area X WPM X WCM - Points Under Attie 480.0 0.10 48.0 Bate Total: 460.0 al Under Attic 30.0 460.0 0.10 X 1 00 AsButI Total: 440.0 40.0 46.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points SIaD 70.0(p) - 2.1 - 147.0 Raised 0.0 0.00 0.0 Base Total: -147.0 Slab-On-Grids Edge Insulation 0.0 70.0(p) -2.10 AsBullt Total: 70.0 -147.0 -147.0 INFILTRATION Area X BWPM = Points Area X WPM = Points 460.0 -0.00 -27.6 400.0 -0.08 -27.8 Winter Base Points: 351.2 WInter As -Built Polnts: 817.9 Total Winter X System = Heating Points Multiplier Points Total X Cap X Duct X System X Credit = Component Ratio Multiplier Multiplier Multiplier (DM x DSM x AHU) Heating Points 351.2 0.6274 220.3 817.9 1.000 (1.086 x 1.137 x 0.91) 1.000 0.050 817.9 1.00 . 1.123 1.000 0.950 872.3 872.3 03/30/2002 04:08 +0000000004 ABBOTT &ASSOCIATES PAGE 03 FORM 600A -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: MIAMI SHORES, MIAMI SHORES, FL, EnergyGauge'I' DCA Forst 800A -2001 PERMIT 0: BASE CODE COMPLIANCE STATUS AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = BASE Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 / 2399.00 2360.0 AS -BUILT 1 1.00 2190.00 1.00 2390.0 2110.0 Cooling Points • Heating • Points Hot Water Points = Total Points Cooling Points • Heating Points + Hot Water Points = Total Points 5326 220 2369 7916 4528 872 2369 7769 4 BASE AS -BUILT WATER HEATING Number of X Bedrooms Multiplier = Total Tank EF Volume Number of X Tank X Multiplier X Credit = Total Bedrooms Ratio Multiplier 1 / 2399.00 2360.0 40.0 088 Aa4tu1N Total: 1 1.00 2190.00 1.00 2390.0 2110.0 FORM 600A -2001 03/30/2002 04:08 +0000000004 ABBOTT &ASSOCIATES PAGE 04 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details I ADDRESS: MIAMI SHORES, MIAMI SHORES, FL, PERMIT a 11: PASS Lode crompliance checklist Residential Whole Building Performance Method A - Details I I ADDRESS: MIAMI SHORES, MIAMI SHORES, FL, PERMIT 1: 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1.ABC.1.1 Msxlmum:.3 chn/e�vindow area, 5 cf Veq.ft. door area Caulk, gasket, weatherstrip or seal between: windows/doors 8 frames, surrounding wall; foundation 1 wall sole or eel plata; Joints between exterior wall panels et corners: Welty penetrations; between well penele 3 top/bottom plates; between .Ss or eds end flora. EXCEPTION: Frame wells where a continuous Infiltration bawler is Installed that extends from, and is seated to, the foundation to the top plats. Pen trationa/openings >t /8 sealed unless bucked by trues or Otte members. EXCEPTION: Frame floors where a continuous Infiltration barrier is Installed that Ientail to the petlmeter. penetrations and moms. Exterior 8 Adjacent Wags 008.1 ABC 1.2.1 606.1.ABC.1.2.2 Floors Celdtngs 606.1.A8C.1.2.3 606.1.ABC.1.2.4 606.1.ABC.1.2.5 _ Between wells & ceilings; penetrations of calling plans of top floor; around shafts, chases, soffits, chimneys, cabin a sealed to continuous alr barrier: gaps In gyp boats & top plate; attic somas. EXCEPTION' Frame ceilings where a continuous I►fllUatton barrier Is Installed that Is sealed at the perimeter, et penetrations and sears. Typo IC rated with no penetrations, sealed; or Type IC or non -IC rated, Installed Inside a waded box wt VT T clearance & 3" from insulation; or Type IC rated with c 2.0 cfm from ddkxw cond space. tested. Arc bonier on perimeter of floor cavity balween floors. Recessed Lighting Fixtures Multi-story Houses Additional Infiltration Exhaust fens vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion ale SA - 22 OTHER PRESCRIPTIVE COMPONENTS MEASURES SECTION must be met or exceeded b all residences. - _ REQUIREMENTS CHECK Water Heaters 812.1 Comply with efficiency requirements In Table 8-12. Switch or clearly marked circuit (s breaker (electric) or ee) must be provided. External or built -In heat into required. Swimming Pools & Spas 812.1 Spas & heated pools must have covers (except solar heated): Noncommercial pools must have a pump timer. Gee spa b pool Maters must have a minimum thermal etficierttyof 78% . Shower head. 812.1 Water f must be restricted to no more than 2.500118W minute at 80 PSI0. All ducts, (Stings. mechanical equipment and plenum chambers shall be mechanically attached, sealed, Insulated, and installed in accordance with the criteria of Section 010 Ducts In unconditioned attics: R4 mm. insulation Air Distribution Systems 810.1 HVAC Controls 807.1 604.1, 002 1 Separate readily accessible manual or automatic thermostat for system. Ceilings-Min. R -19. Common woes -Frame R -11 or CBS R -3 both aides. Common calling & floors R -11. Insulation . FORM 600A -2001 03/30/2002 04:08 +0000000004 III ABBOTT$ASSOCIATES Energy0auge"" DCA Form 600A -2001 EnergyGeuge®VFI.RES'2001 FLRCPB v3.2 PAGE 05 03/30/2002 04:08 +0000000004 ABBOTT&ASSOCIATES PAGE 06 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD 1. New conehuction m existing 2. Single family or multi - family 3. Number of units, if multi- family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditronad floor area (@') 7. Glass area alt typo a. Clear - single pane b. Clear - double pane c Tint/other SHGC - single pane d. Tint/other SHOC - double pane 8. Floor types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 9 Wall types a. Concrete, Int haul, Exterior b. N/A c. N/A d. N/A e. N/A 10 Ceiling types a. Under Attic b. N/A c. N/A 11. Ducey, a Sup. Unc. Rat: Con. Aft: Interior b. N/A ESTIMATED ENERGY PERFORMANCE SCORE* = 84.0 The higher the score, the more elllcieat the home. LEONI. MIAMI SHORES, MIAMI SHORES, FL, New Single family 1 1 No 460 Rs 0.0 A' 0.0 f' 106.0 R' 0.0t!' R°0.0, 70.0(p) R _ R=4.2.444.0 ft 12. Cooling systems a. Centel Unit b. N/A c. N/A 13 Heating rystoms a. Electric Strip b. N/A c. N/A 14. Hot water systems a. Electric Resistance b. N/A c. Conservation credits (HR -Heat recovery, Soler DHP- Dedicated heat pump) R•40.0. 460,0 f' 15. HVAC credits (CF- Coiling fan, CV -Goss ventilation, HF -Whole house fan. _ PT- Progremroable Thermostat. Sup R-6.0, 60.0 R _ RB -Attic radiant barrier, MZ- C- )Aultizone cooling. MZ- H- Multizone heating) 1 certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Date: Address of New Home: City/FL Zip: Cap: 22.0 kBtu/hr SEEK 12.40 *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This rsgot a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPA /DOE EnergyStca' designation), your home may qualify for energy efficiency mortgage (EEM) incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 321/638 -1492 or see the Energy Gauge web site at www. fsec.ucf. edu for information and a fist of certified Raters. For Information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs al 850/487-1824. EnergyGaugee (Version: FLRCPB v3,2) Cap: 17.0 kBtwhr _ COP: 1.00 Cep: 40.0 gallons EF: 0.88 PT. 03/30/2002 04:08 +0000000004 File name: LEONI 1 . RSR FOT: LEONI RESIDENCE MIAMI SHORES MIAMI SHORES Phone: By: ABBOTT & ASSOCIATES 2550 N FEDEERAL HWY CT LAUUtAvAL6 Phone: 900 -387 -0692 Job #: LEON I I Notes: AC # 1 NEW AC FOR EXISTING Outside db Inside db: Design TD: Wjt'H ( UESAU'1 LUN,UIIIUNS bldg. Heat Loss Ventilation Air Vent Air Loas Design 1 feat Load Method Construction Quality Fireplaces Area (sq.H.) ft ) Air Changes/Hour Equivalent CFM Make RHEEM 1 rade RBEA -17J10 litA 111VIr J UMMAR Y INFILTRATION R1liHI -1 WAI) ANU EQUIPMhNI SUMMARY 24093 Utuh U CFM U Btuh 24093 Btuh Simptx=ieci Average 0 HEATING COOLING 1192 1192 4.7141 ^' 7 1.0 0.5 219 109 HEA I LNU I:QUWMENI SUMMARY Efficiency 1 . u AFUE Heating Input 34412 Btuh Heating Output 34412 Btuh ♦r.....:.._ ^. �:_„ 0q Actual Heating Fan 1200 CFM Htg Air Flow Factor 0.050 CFM/Btuh MANUAL J: 7th Ed. Right- Suite: ABBOTT&ASSOC I ATES PAGE 07 FL Fax: r'L J.J.jU5 Fax: v , Structure Ventilation Design Temp. Swing Use Mfg. Data Kal / wing Malt. 'l utal Sens Equip Low' Internal Gains Ventilation Infiltration Tot Latent Equip Load Make RHEEM trade RAMS- 036JAZ Ver 4.1.31 Printout certified by ACCA to meet all requirements of Manual Form J 4 /lti /U1 Zone Entire House SUMMER UL51liN CONU11IONS 47 °F Outside db: 90 °F 1 U °F Inside db: 75 °F 23 "F Design TD. 15 °F Daily Range L Rel. Hum.: 5 U % Claim Water 56 gr SENS1tlLL CUUA.1NU hl jU1N WALT 3ILINU 21034 stuh ✓ Btuh 3.() °F Y 1.00 21034 Btuh LA 1 LN I I:UULINV EQUIP LOAD) \Jl/1Nli 1380 Btuh O Btuh 4169 Btuh 5549 Btuh Total Equip Load 26584 Rtuh COOLING 1:QUWM1 N 1 SUMMAR Y F,Iticiency 12.4 EER Sensible Cooling 29768 Btuh Latent Cooling 9632 Btuh • Actual Cool Fan 1200 CFM Clg Air Flow Factor 0.057 CFM/Btuh 3/N RSR24829 03/30/2002 04:08 +0000000004 ABBOT TEASSOCIATES PAGE 08 Job 0: LEONI1 4/18/02 Zone. Entire House Filename. LEONI1.RSR Procedure A - Witter Infiltration 11 TM Calculation° Procedtue B - Swtunct• Iufilb•atiou IITM Calculation° 1 Winter Infiltration CFM 1.0 AC/HR x 11112 Cv. Ft. x 0.0167= 2 Winter infiltration Btuh 1.1 x 219 CFM x 1• W inter UllUttaUon ri 1 M 5590 Btuh / 188 Total Window = and floor Area 1 Summer Infiltration CFM 0 . 5 AC/RR x 1 Cu.Ft. x 0.0167= 2. 3wnmer Infiltration Btuh J. Summer in titration H l M 1807 Bt / 0.68 x 56 gr.diff. x 109 CFM = 4169 Btuh Pracedwe D - Equipment Sizing Loads 1. Sensible Sizing Load MANUAL J: 7th Ed. KIWI l.! L ALt; ULA 1 ION t'KUt-k.UUKKJ A. H. 1., U 23 Winter TD = 109 CFM x 15 Summer TD = 188 Total Window and Dan, Area 219 CFM 5540 Btuh 29.5 HTM 109 CFM 1807 Btuh 9.6 HTM Sensible Ventilation Load 1.1 x 0 Vent.CFM x 15 Summer TU = 0 Btuh Sensible Load for Structure (Line 19) + 21039 Btuh Sum of Ventilation and Structure Loads = 21034 Btuh /wing arts i anperature J wtag Multiplier x i . GJ itbivi Equipment Sizing Load - Sensible + 21034 Btuh 2. Lutcut Suing Loud Latent Vcnttlatton 1.oad 014R v ^ vffvo !'FM r 5F t-r A. ;fi — n Rn,h Internal Loads = 230 x 6 No People + 1380 Stub r. Ft...• ,. ..a Prue., a., ..o4..... Equipment Sizing load - Latent 5549 Bnrh Right - State: Ver 4.1.31 SM R3R24629 Printout certified by ACCA to meet all requuereenta of Mutual Form .1 03/30/2002 04:08 +0000000004 ABBOTT &ASSOCIATES PAGE 09 S/N RSR24829 RIGHT -1 SHORT FORM 4/18/02 File name* LEONI 1. RSR Job a: LEON I 1 Htg Clg For: LEONI RESIDENCE Outsidedb 4 90 MIAMI SHORES Insidcdb 70 75 MIAMI SHORES FL Design TD 23 15 Daily Range L Inside Humid. 50 tsy: AbbU'rT 6 AbbULIATt.b taralns water - 30 2550 N FEDEERAL I1WY Method Simplified FT LAUDERDALE FL 33305 Conti. glty Average - r:. HEATING EQUIPMENT COOLING EQUIPMENT Make RHEEM Make RHEEM Trade Trade RBFA -17J10 RAMB- 036JAZ Efficiency 1.0 AFUE Etticieauy 12.4 EER Heating Input 34412 Btuh Sensible Cooling 24768 Btuh •/ Heating Output 34412 Btuh Latent Cooling 9632 Btuh. Actual Heating Fan 1200 CFM Actual Cooling Fan - 1200 C FM Htg Air Flow Factor 0.050 CFM/Btuh Clg Air Flow Factor 0.057 CFM/Btuh Space Thermostat Load Sensible Heat Ratio 79 ROOM NAME I 4 AREA I HTG RTIII4 I ATtIH I CFM I CFM AC 8 1 1192 I 24093 I 21034 1200 1 1200 Entire House d 1192 I 24093 1 21034 1 1200 I 1200 venwauon ,jr U V I I Equip. @ 1.00 RSM I I I 21034 Laicise :.wiuug I 1 a...i 1U 1 ALS 1192 24093 26584 MANUAL 1: 7th Ed. Right - Suite. V41.31 1200 1200 03/30/2002 04:08 +0000000004 ABBOT T$ASSOCIATES PAGE 10 KWHI -J LOAD AND 1 QUIYMbN SUMMARY File name. LEON . RS For: LEONI RESIDENCE MIAMI SHORES MIAMI SHORES FL P6ane: Fax: Br ABBOTT 6 ASSOCIATES 2550 N FEDEERAL HWY r'1 LAUUt:tjUAL. rL SSSUJ Phone: 800- 387 -0692 Fax: Job p: LEONI2 n yi:. .- w • -• Notes' AC it 2 .. ... NEW AC FOR ADDITION 6 EXISTING Outside db: Inside db: Design TD: WIN lhK UES1taN CONUI 11UNS SUMMJr,K U1:SIUN WNVIIIUNS bldg. 1 teat Loss Ventilation Air Vent Air Loss Design Heat Load 1Nt1LIRAIION Zone: Entire House 47 °F Outside db: 90 °F 70 °F Inside db: l5 °F 23 "F Design TD: 15 °F Daily Range L Mel. Htmi.: S U % Gams Water 56 gr libA l IM.7 SUMMAK Y b1.NbIHLt. LUULUNtr t l jUIY LUAU slum, 10668 !Ruh Structure 19691 tituh U CFM Ventilation U kitub 0 Btuh Design Temp. Swing 3.0 °F 10668 Btuh Use Mfg. Data y Rate/Swing Mull. 1.00 furs! Sena !:quip Load 14 641 flub Method Simp11t .ec1 LA1 big 1 CUULINU U UIYLUAU SIL1NU Construction Quality Average Fireplaces 0 Internal Gains 920 Btuh Ventilation 0 Btuh HEATING COOLING Infiltration 1666 Btuh Area (eq.tt.) 655 655 Tot Latent Equip load 2586 Stub Air Changes/Hour 1. 0.5 Total Fquip Load 17227 Rtuh Equivalent CFM 105 44 HEA HNC, k>QULNM1tN 1 SUMMAK Y COOLING EQU1PMLN 1 SUMMAK Y Make RHEEM Make RHEEM k rade !redo RbEA -14J05 NAMES 024JAZ Efficiency 1. U AFUE Efficiency 12.4 EER Heating Input 17000 Btuh Sensible Cooling 16128 Btuh Heating Output 1'7000 Btuh Latent Cooling 6272 Btuh Actual Heatin Fan Actual Cooling g 900 CFM Actual Coiling Fan 900 CFM Htg Air Flow Factor 0.075 CFM/Btuh Clg Air Flow Factor 0.055 CFM/Btuh u■■. yY1. ■•■■ vv Or MANUAL I: 7 th Ed. Right - Suite: Ver 4.1.31 S/N RS R2 4 8 2 9 Printout certified by ACCA to meet all requirements of Manual Form J 03/30/2002 04 :08 +0000000004 ABBOT T&ASSOCI ATES PAGE 11 Job d: LEON I2 4/18/02 Zone. Entire House Filename. LEONI2.RSR Prweduie A - Winter Infiltration 1ITM Calculation' I 1. Winter Infiltration CFM I 1 . 7 A('R ('„ IA .f S94 Ft v r1111�G1_ I 2 Winter infiltration Btuh I I I I I I Sensible Ventilation Load 0 Btuh I 1.1 x 0 Vent.CFM x 15 Summer TD = I Sensible Load for Structure (Line 19) 14641 Btuh + 14 641 Stub I Sum of Ventilation and Structure Loads I iwuog row 143Mpettalift Jwnng multiplier A 1. v u KJM I Equipment Sizing Load - Sensible + 14641 Btuh I 2. Late ra Siting Luud I I latent Ventilation T.oad v 4G I n.CO v n Ve...nrk1< • — n Phil, Internal Leeds = 2 3 0 x 4 No. People + 92 0 Bhth f lr...r :n.. f ....A F...... 0.......A..... /• . • .... ._ -.. 1 1 CC. C. 0,00. Equipmcnt Sizing Load - Latent = 2586 Bruh I 1 x 105 CFM x 23 WlnterTD j. W utter 1nItitratl0n ti! M 2657 Rtuh / Procedutt B - SwnAW, InCnittatiotl HTM Calculation° 1. Summer Infiltration CFM n .5 AC/RR v 5740 r...Ft v 00t6 2. Sumner lnliltration Btuh 1.1 x 44 OW x S. summer lnnliratlon h 1 M 722 Rtuh / 0.68 x 56 gr.dift: x 44 CFM = 1666 Rtuh Prooedwe D - Equipment Sizing Loads 1 Sensible Sizing Load MANUAL J: 7th Ed. 1'u1117 t -J l-ALd. ULA 11014 YK1A W UKCJ A. l3, 136 Total Window = and Door Area 15 Summer TD = 136 Total Window = and Door Area .V V. a OA .10114.. .J. l n 5 265'/ Bulb 19.5 H M 4 4 CRn4 '122 Stub 5. 3 HTM Right -Smte. Ver 4.1.31 SIN RSR24829 Printout certified by ACCA to meet all requirements of Manual Form I 03/30/2002 04:08 +0000000004 ABBOT T&ASSOC I ATES PAGE 12 S/N RSR24829 RIGH'C-J SHORT FORM 4/18/02 File name: LEON I2 . RS Job 0: LEONI Htg Clg For: LEONI RESIDENCE Outsidedb 47 90 MIAMI SHORES Inside db 70 '15 MIAMI SHORES FL Design TD 23 15 Daily Range - L Wide Humid. 50 fly: Jth OT1' 6 ASSUl:1A'1'iiS t,itaute way - JO 2550 N FEDEERAL liwY Method Simplified FT LAUDERDALE FL 33305 Conn. gity Average HEATING EQUIPMENT COOLING EQUIPMENT Make RHEEM . Mako RHEEM Trade Trade RBEA -14J05 RAMB- 024JAZ Efficiency 1.0 AFUE Efficiency 12.4 EER Heating Input 1 /000 Btuh Sensible Cooling 16128 Btub Heating Output 17000 Btuh Latent Cooling 6272 Btuh Actual Heating Fan 800 CFM Actual Cooling Fan 800 CFM Htg Air Flow Factor 0.075 CF'Mll3tuh Clg Air Flow Factor 0.055 CFM/Btuh Space Thermostat AC $ 2 ROOM NAME Entire House ventitauon N►u Equip. (d 1.00 RSM i..awui 1..w14/18 1U1AL3 AREA I HTG RTi ►H I CLO SOFT I HT( !Ft 655 10668 1 14641 655 I 10668 1 14641 I u I 14641 655 10668 Load Scnoiblc Heat Ratio 85 1722'7 MANUAL J: 7th Ed Right - Suite: V4 1.31 HTG I CLG CFM CFM 800 1 800 800 1 800 I 1100 11011 i4 T 1 , // 7 -,L2, 0=e/A 7- SAM LYUBKIN, P.E. CONSULTING ENGINEER, P.E. 34306 FL Forum Building 2632 Hollywood Boulevard, Suite 103 Hollywood, Florida 33020 [954) 922 -8845 / 4) ,L7 / / 7 7 4' /2 3 "te L / 1.4 //3$/C 2 2 .�-• 0 r - 2a'o/ GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.380 0.380 0.380 GCp ( -) -0.840 -1.679 -1.679 PRESSURE(psf) 25.9 25.9 25.9 VERT. COMP. 24.9 24.9 24.9 HORIZ. COMP. 7.3 7.3 7.3 SUCTION(psf) -47.2 -86.1 -- 733 - 7 - ) -86.1 VERT. COMP. C . -82.6 HORIZ. COMP. -13.2 -24.1 -24.1 a a a a 2 1 2 2 1 2 3 3 3 3 P2e4r/iP 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Ralph Choeff Architect JOB., 1UMBER : DESCRIPTION : Leoni Residence Addition WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 SAM LYUBKIN * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.50 : 12 (16.26 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 14.0 FT Kz = 0.849 4 P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT DATE : 5/7/02 qh = 46.3 PSF qz = 46.3 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA a 1 2 3 GCp ( +) 0.000 0.000 0.000 GCp ( -) -0.840 -2.200 -2.978 PRESSURE(psf) 8.3 8.3 8.3 VERT. COMP. 8.0 8.0 8.0 HORIZ. COMP. 2.3 2.3 2.3 SUCTION(psf) -47.2 -110.2 -146.3 VERT. COMP. -45.4 -105.8 -140.4 HORIZ. COMP. -13.2 -30.9 -41.0 a a a a 2 1 2 2 1 2 3 3 3 3 . m x P" / I SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Ralph Choeff Architect JOB 41UMBER : DESCRIPTION : Leoni Residence Addition WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.50 : 12 (16.26 DEG) TRIBUTARY AREA = 40.0 FT2 MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 14.0 FT Kz = 0.849 DATE : 5/7/02 qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 20.0 FT CORNER DISTANCE, a = 3.0 FT WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf) 54.7 54.7 SUCTION (psf) -59.3 -73.2 CUSTOMER : Ralph Choeff Architect JOB 41UMBER : DESCRIPTION : Leoni Residence Addition ROOF SLOPE = 3.50 : 12 (16.26 DEG) TRIBUTARY AREA = 5.0 FT2 MEAN ROOF HEIGHT = 14.0 FT DISTANCE, Z = 14.0 FT • WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ,' id /F SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** Kh = 0.849 Kz = 0.849 a 4 b DATE : 5/7/02 qh = 46.3 PSF qz = 46.3 PSF P = qh [ (GCp) - (GCpi) ] GCpi = ± 0.18 BUILDING WIDTH = 24.0 FT CORNER DISTANCE, a = 3.0 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.986 0.986 GCp ( -) -1.086 -1.372 PRESSURE (psf) 54.0 54.0 SUCTION (psf) -58.6 -71.9 if ; SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Ralph Choeff Architect JOB .,NUMBER : DESCRIPTION : Leoni Residence Addition WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** ROOF SLOPE = 3.50 : 12 (16.26 DEG) TRIBUTARY AREA = 12.0 FT2 MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 14.0 FT Kz = 0.849 ti 6 a 4 b DATE : 5/7/02 qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 24.0 FT CORNER DISTANCE, a = 3.0 FT WIND LOADS WALL AREA 4 5 GCp ( +) 0.947 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 52.2 52.2 SUCTION (psf) -56.8 -68.3 / 1 SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : Ralph Choeff Architect JOB .NUMBER DESCRIPTION : Leoni Residence Addition WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.50 : 12 (16.26 DEG) TRIBUTARY AREA = 20.0 FT2 MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 14.0 FT Kz = 0.849 Y * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** a 4 b I DATE : 5/7/02 qh = 46.3 PSF qz = 46.3 PSF P = qh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 24.0 FT CORNER DISTANCE, a = 3.0 FT " 11) ; ( 4/ 49 SAM LYUBKIN 2632 HOLLYWOOD BLVD. HOLLYWOOD, FL 33020 (954)922 -8845 1 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida • CUST 0 ER JOB ,NUMBER : DATE : 5/7/02 DESCRIPTION : WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 GUST FACTOR = 0.85 WALL WIND LOADS * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** BUILDING DIMENSION NORMAL TO WIND DIRECTION = 24.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 20.0 FT MEAN ROOF HEIGHT = 14.0 FT Kh = 0.849 DISTANCE, Z = 14.0 FT Kz = 0.849 ROOF SLOPE = 3.50 : 12 (16.26 DEG) WINDWARD WALL : Cp = 0.80 AL r 23, 2d-2$ 7,, 2 . P = 23.2 PSF, GCpi = 0.18 P = 39.8 PSF, GCpi = - 0.18,„ - A."'• LEEWARD WALL : Cp = -0.50 � l ,c�� P = -28.0 PSF, GCpi = 0.18 , / �j�►dk¢r ' �° 2 \6 � 5 ,A // X3> ] P = -11.3 PSF, GCpi = -0.18 ,�. SIDE WALLS Cp = -0.70 P = -35.9 PSF, GCpi = 0.18 4:' P = -19.2 PSF, GCpi = -0.18 dd qh = 46.3 PSF qz = 46.3 PSF 49 A (A/e 434ste• Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. i f /./C/ '7Y /14 1�. /� 2 eWe e r-sove /Te 0 p) ! )✓.iI t_ ems' x /o) /1,4,,ifr ( - * ii iti; _ . V //t 4 / /4 1 9# ' ' . 7. 1 / e":;,?.? Z,/ 41.0 X /I) 1 1.51Y2)/0() ÷-7 6 -3`Y /, 5 ®= q 16,4 , C/zo $r ,rl >. /"pi ,Z01/ -*; f eav 11/2 p7 Pr-e/e F60 /262 7 4 4' I/ i �•¢�® 7?"2/d 0- I) 7 2 �- f - -- 4?* 404•1241z /5. 4- A /`,# 44Q joy /.o ��x• 12 a 6> L. Steel Column Page 1 11 Description Leoni Residence General Information 1 Steel Section TS4X3X114 Column Height 8.500 ft End Fixity Pin -Pin Live & Short Term Loads Combined Fy 36.00 ksi Duration Factor 1.000 X -X Unbraced 8.500 ft Y -Y Unbraced 8.500 ft Loads Axial Load... Dead Load Live Load Short Term Load 1 Summary 2.55 k 1.35 k k Distributed lateral Loads... DL LL Along Y -Y Along X -X Section : TS4X3X1 /4, Height = 8.50ft, Axial Loads: DL = 2.55, LL = 1.35, ST = Unbraced Lengths: X -X = 8.53ft, Y -Y = 8.50ft Combined Stress Ratios Dead AISC Formula H1 - 1 AISC Formula H1 - 2 AISC Formula H1 - 3 Fb:xx : AIIow [F1 -6] Fb:xx : AIIow [F1 -7] & [F1 -8] fb : xx Actual Fb:yy : AIIow [F1 -6] Fb:yy : AIIow [F1 -7] & [F1 -I fb : yy Actual F'ex : DL +LL 29,961 psi F'ey : DL +LL 19,045 psi F'ex : DL +LL +ST 29,961 psi F'ey : DL +LL +ST 19,045 psi Max X -X Axis Deflectioi 0.000 in at 0.057 Allowable & Actual Stresses Dead Fa : Allowable 14.38 ksi fa : Actual 0.83 ksi 23.76 ksi 23.76 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi Ecc. for X -X Axis Moments Ecc. for Y -Y Axis Moments Live Title: Dsgnr: Description : Scope: 0.030 ST Stresses 1 Live 14.38 ksi 0.44 ksi 23.76 ksi 23.76 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi k/ft 0.300 k/ft 0.088 DL + LL 14.38 ksi 1.26 ksi Date: Job # X -X Sidesway : Restrained Y -Y Sidesway : Restrained Kxx 1.000 Kyy 1.000 0.00k, Ecc. = 0.000in 23.76 ksi 23.76 ksi 0.00 ksi 23.76 ksi 23.76 ksi 0.00 ksi in in Start End 0.588 --> ft - -> 8.500 ft Column Design OK DL + LL DL + ST + (LL if Chosen) DL + Short 14.38 ksi 1.26 ksi 23.76 ksi 23.76 ksi 0.00 ksi 23.76 ksi 23.76 ksi 11.89 ksi Analysis Values 1 Cm:x DL +LL 0.60 Cb:x DL +LL 1.75 Cm:y DL +LL 0.60 Cb:y DL +LL 1.75 Cm:x DL +LL +ST 0.60 Cb:x DL +LL +ST 1.75 Cm:y DL +LL +ST 1.00 Cb:y DL +LL +ST 1.00 0.000 ft Max Y -Y Axis Deflection -0.296 in at 4.250 ft Section Properties 1 Steel Section Depth Web Thick Width TS4X3X1 /4 4.00 in 0.250 in 3.000 in Weight Flange Thick Area Misc 10.50#/ft 0.250 in 3.09 in2 0.000 in Ixx Iyy Sxx Syy r -xx r -yy 6.45in4 4.10in4 3.225in3 2.733in3 1.445in 1.152in W N Z WW SS tz 5 i� The Sunshine State — LICENSE NUMBER L500- 861 -59 -309 -0 VICTOR A LEONI 226 NE 34Th STREET #203 MIAMI, FL 33137-0000 BIRTH DATE SEX MOT. REST. BIDORSE 08-2949 M 6-10 ISSUED EXPIRES 11-01-99 08 -29-04 DUPLICATE 0000 R020011010109 Operation of a motor vehicle ccnstit tss consent to any sobriety test required by law PERMIT APPLICATION FOR MUNICIPALITIES (OWNER TO RETAIN COPY) Date 7- 9- L I Job Address a G q 8 ST Tax Leal Description ;q C Owner's Address Contracting Co. Qualifier Lessee / Tenant /1 /4-L. COL/1 All c&tir /g L L alc, e1/ g .27 o / U oz ) L D J JZ State# Competency # Architect /Engineer Bonding Company Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION . G- S' o "jX 5/3 R r j / 4 E ( -C %wo L'/Nye 1 Square Ft. Estimated Cost 7 a �, d v 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. V ' (X,04 / 1 , Signature of Owner and /or Condo President Signature of Contractor or Owner - Builder Date: Date: ry a to Owner and /or Condo President ommission Expires: / // / //i , * * * PERMIT FEE: APPROVED: * 749J.e&i 449 Master * Fire SS# Address Address Address Address Other Zoning Building 46 1 1//9/ Electrical Vt c anical Plumbing Engineering OF DADE COUNTY Folio p ,5„/.4 /Jr qi 7if Permit # g /AK Phone 75 ?/ qs Phone Ins. Co. Notary as to Contractor or Owner - Builder My Commission Expires: * * * * * * * MIAMC SHORES VILLAGE BUILDING INSPECTION DEPARTMENT FLOC TION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved . plans and specifications must be kept at building during progress of the work. Owner's Name and Address Registered Architect and /or Engineer. . pp �� pp qq ��, Name and address of licensed contractor__ hdGRO Location and legal description of lot to be built on: Lot Block Subdivision Street and Number where work is to be done State work to be don�urpose of building (by floors) Date New Building Remodeling �� Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering U Estimated Total cost of improvements $ J Amount of Permit $ � �`— Zone cubage required Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction' may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer • of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub- contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. Remarks (Signed) and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read -the foregoing application, and therein by him stated are true. Permit No 7 �� Date Disapproved (Signed) 1._)• Date Building Inspy%'or a-etc) Read, Sworn to and 30 19 e No � G z - Street 4' E El MFG. CO., IN Cp 7i j ,6rlrl. Si/Jr/VC. -- Subscribed before me. and for no other purpose. STATE OF FLORIDA, COUNTY OF DADE. ss. Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, that he did sign the same, and that all facts Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. BUILDING ELECTRICAL PLUMBING ROOFING MIAMI SHORES VILLAGE, FLORIDA DATE 19 ❑ PERMIT N9 4955 Contractor's ❑ License No. Work to be performed under this Permit Owner of Building Architect Contractor or Builder -+' Legal Lot Description I Bl Address of Building CONTRACTOR OR BUILDER Subdi- vision Value of Project $ Amount of Permit $ This permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the applica- tion herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes respon- sibility for work done by his agents, servants or employees. Signed. - INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac ceptinq this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. BY AUTHORITY AD 30T