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39201PERMIT APPLICA1 ON FOR MIAMI SHORES VILLAGE D a t e J o b A d d r e s s 11 IP RNO 8 1 N WTax Folio — 213 " 000— 00 SO A� H*: ale Ole $e - Y 044 4 Aer , o Legal Description ,5rn fjAa 36 , Towasl ryd g 5.4d4 Asia ' YI E.a t I3istorically Designated: Yes No ✓ 3 Sao Owner/ /Tenant bfl UNIYE'12&Ty Owner's Address i 3OO 13 0 Prd AVE Phone Contracting Co. D .rOul ., P- 001"1I Address g3a5 PAU le. hut* F Qualifier 3 b. Obe NO u L. SS# Phone State # 110454 Municipal # Competency # 14-3 D Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ' ELECTRICAL. PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION Square Ft. 7 sq 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 Wok 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 oomph ce with all applicable laws regulating construction and zoning. Furthermore, I authorize the above - named contract° to do the work stated. Uvt wars4 - ; i a e of owns ... or Condo President Date c t• U 0c� Assoc - v P A eAsvithkhcat)/ Notary as to Owner and/or Condo `esident My Commission Expires: 414tR4i.+ LOUISE C HARDE BURS MY Commission C0471164 * .;; 1 Expires Jun. 12. 1999 Bonded by HAI 1 ¢ OF NA 60044112 -1855 FEES: PERMIT 2/ 6 Date APPROVED: Zoning Tuildin 2, i f g g Mechanical Plumbing .c -4 75 , mop I ,, p 2 ( Estimated Cost (value) Master Permit # d 0 pop • oU ature of Contractor or Owner - Builder WithaV at" No as to Contractor or Owner- Builder My C 'onE'ires NOTARY SEAL SOMA. D O EN UR Mr -Y ILC STATE Of FLORIDA OCITAISSION No. CC265272 cox,' IICP, MAR. 12,l 7 Electrical Ins. Co. ES IF q C' Ap,TAL TOTAL DUE geltbr 4 Date x/5)9 L D e Engineering STATE OF FLORIDA, COUNTY 0:= DADE HERE3Y CERTIFY f5a' this is a true py o f the original file l ir_ihs arfice on 9 day of 19 96 W17 ❑ my ' h n d � � C'f iciai Sent AWEi'RUVI; Jt ` .�r .`Coun£y(_'ou is y •I _ _ . , . u.C, NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. (1 - 1(3 , - 000 - 0 Q S'0 STATE OF FLORIDA: COUNTY OF DADE: 968056459 1996 FEB 08 11 :20 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: 1 1 30b NE 2 A VE' A Wie�C�Np Bldg,• For o 444, SEW 0� 44 $J5 ee 36 36 Towott(t :,r . Sov c tf I Dade Co s ty JcG 2. Description of improvement: 3. Owner(s) name and address: BAPty £J, iVF, ItD51 T y 111301) aE 2rd AVE Interest in property: NAME €. Name and address of fee simple titleholder: O13e ou e 4 co r al 43.6 P" eh ,ui*. f- 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 4. Contractor's name and address: 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates th following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) lvr et wr rt 04 tvc vt;tS ig . ore of Owner L , Print Owners Name ctre.la t el ( 4 ((oc i AS SOC. V r Prepared by: 5/1A) by Sworn to and subscribed before me this CO day of t 19 9G . bile e .tsr •ee � Address: 1 404 NIR -0/46/J 47 �� . LOUISE c HARDENHURG Notary Publi �2 My CommissionCC471,84 1NOf fq 1 Fl *' t k Ltk t S E ' C. Expires by HAT 99 ' Print Notary's Name 3 ?• a / Norrienbu.ro 4 0, f4. 8004224555 eot► by � My Commission Expires: ,zaosz 2t03 Job Address: 11300 OE 2rdag Contractor t OJOun Process No. APPENDIX 'E' METRO -DADE UNIFORM BUILDING PERMIT SECTION II BUILT-UP APPLICATIONS AND MODIFIED BITUMEN SYSTEMS GENERAL: Type of Roof System Assembly to be Applied: Manufacturer of Roof System Assembly: Product Control Approval Number: System Number from Product Control Approval: (Attach a copy of the Roof System Assembly Product Control Approval and the Manufacturer's System Guide Specification. ) �5 : aft .66 ( Note: If a minimum roof system is to be applied, describe all components within the system and list the manufacturer of each component. DO NOT complete this section if system is Product Control Approved. ) Base Sheet: Fasteners: Ply Sheet(s): Cap Sheet: Asphalt: ( Note: No insulation system is acceptable under the minimum roof category. ) Complete the following for all Roof System Assemblies: Built -Up Applications and Modified Bitumen Systems • Page -1 THE SYSTEM: Deck: (Briefly describe) Base Sheet or Ply: (Type and method of attachment) Job Address: ) i t° IJt 20 Contractor (Check•one of the following) Recover Re -roof V New Construction If a recover, is the existing Roof System Assembly- / to be used as a bonding substrate ?: Y V N If YES, has an ASTM E907 test been carried out to confirm adhesion of the existing membrane to / ' the substrate ?: Y V N (If yes, attach ASTME907 test report. ) Proposed Fastener: ?' i (Attach withdrawal resistance test report. ) Y V Has the deck been examined for moisture ?: (Provide data confirming compliance with Section 3401.9(c) . ) All Roof System Assemblies in the Product Approval have a variety of options. Briefly describe the Roofing Components to be used in the Roof System Assembly and attach a copy of the manufacturer's published specification: Insulation: (Type, size and method of attachment, if applicable ) 9 ti ctu-k Sey Veim 75 Process No. (Jot ezf f /T /Tf 1— poo plAj 4-51 Ply Sheet(s): ( Type and method of attachment) Built -Up Applications and Modified Bitumen Systems Page -2 Job Address: (1 3 0 0 Of. lotatatt, Contractor intippal Top Ply: (Type and method ofattachment) Surfacing: (Type. if applicable ) Flashing Materials: (Type and method ofattachment) bilgtexid Built -Up Applications and Modified Bitumen Systems Page-3 Process No. Job Address: Contractor Process No. FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP ROOF SYSTEM ASSEMBLY AND THICKNESS OF DECK AND INSULATION LAYER(S). (Where Roofing Component not used in Roof System Assembly, fill in with "N/A ".) Su rfacing ( u) op sly: phlaUl Bonding Material: 14 14 p 14 Bonding Material: F asten er (u� it asset. ) Base Sheer U 7Sd Bond ingg Mater ial: Z®/ /?A/ . (Own dud beard) Fastener: ((trap inadation layer mech. attached) Top Insulation Layer (ilaPPlicada Bonding aterial: (OP bonded) Fastener: it/4#- ( Vinsulation each, snacked) Insulation: Bonding Material: A/1 (Omahas bonded) ( t a eta ) rder (ffaPPe) Type Gage or Thickness: Density, if concrete deck Built -Up Applications and Modified Bitumen Systems Page -4 5 lob Address: 1 MD LAAtta? Contractor ' filtatut Process No. PERIMETER DETAIL #1: Parapet Wall Detail • CaPialt Cap Faster:. - Spacmg o.c. CUP TYPe: aiP ■MI1111114 Deck Type: Sketch Roofing Components which make up Roof System Assembly at Perimeter Parapet Walls. Insert leaders indicating Roofing Component names, ofimensians, thicknesses, de. Include fastener type and spacing used for wood- blocking anadsment Deck Type: Sketch Roofing Components which nsalus up Roof System Assembly at Perimeter Areas to be Flashed.. Insert leaders indicating Roofing Component names, dimensions, thicknesses, etc. Include fastener type and spacing used for wood- blocking attadunent PERIMETER DETAIL #2: Flashing Detail Built-Up Applications and Modified Bitumen Systems Page-5 Job Address: /113 1)0 )jet Contractor 9JMtt1(t4 p 95 Process No. • PERIMETER DETAIL #3: Gravel Stop or Drip Edge Sketch Roofing Components which make up Roof System Assembly at Perimeter Edge with Gutters. Insert leaders indicating Roofing Component names, dnaeasions, thicknesses, etc. Include fastener type and spacing used for wood- blocking attachment. Gutter Type: Gutter Gage• Fastener Spacing: /VA PERIMETER DETAIL #4: Gutter Detail Built-Up Applications and Modified Bitumen Systems Page -6• Job Address: 11300 U W Contractor pJ Process No. Sketch Roofing Components which make up Roof System Assembly at any 'other' Perimeter Condition which may esdssn it. Insert leaders indicating Roofing Component names, (� fi/ O / A MOP dimensions, tluckesses, etc. F Include fastener type and spacing used for wood - blocking attachment guglito0 / PI) prf Gi% /AY cinp#r ewe- T/h 7 is ci(5 �hs� Tfr" R r rMC i u AI c 'i> 57 AA pa Reoe m Sketch Roofing Components which make up Roof System Assembly at smoother' Perimeter Condition which may edsit. Insert leaders indicating Roofing Component names, dimensions, thickesses, eta Include fastener type and spacing for wood - blocking attacluaent. PERIMETER DETAIL #5: 'Other' Detail PERIMETER DETAIL #6: 'Other' Detail Built -Up Applications and Modified. Bitumen Systems Page -7 Job Address: 11 300 DE Zhu 4.t4 Contractor Process No. haat Building and Parapet Heights. (!f no Parapet eiders. Insert W/A ") Also insect applicable information pertaining fea to the building below. v ( See ASCE 748 Fact Sheet Attached) A Exposure Category: Classification Category: _ At Hurricane Oc eanline ?: N Basic Wind Speed at Building Location: 110 mph Building d Condition based on 2 feet t_ik_tr. Opemags: GROUND LEVEL BUILDING INFORMATION #1 Built -Up Applications and Modified Bitumen Systems Page-8 Job Address: . Contractor • Sketch Roof Phut indicating all dimensions, any slopes, roof drains, crickets, or roof top equipment. Also insert variable labeled 'la" which indicates pirimeter and comer dimensions per Chapter 23 of the South Florida Building Code. ( See ASCE 7-88 Fact Sheet Attached) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Built -Up Applications and Modified Bitumen Systems Page -9 Process No. Job Address: Contractor Process No. — FOR PLAN EXAMINER USE ONLY — Roof System Assembly Product Control Approved: Y N If NO, note any deficiencies: Design Pressure Requirements: Field: Psf Perimeter Areas: Psf Corner Areas: Psf Note any limitations: Reviewed Details ?: Notes: • Built -Up Applications and Modified Bitumen Systems Page -10 Y N JolY Address: Contractor Process No. Reviewed Field Test Data ?: Y Notes: Additional Notes: Built -Up Applications and Modified Bitumen Systems Page -11 Plan Examiner Job Address: 1I 300 OE Ira 40 P Contractor: The undersigned certifies that the Shingle System Assembly is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared aa_tpl S, UJOUP who, being first duly sworn, deposes and says that all information submitted herein is true and correct. censed Contractor / Owner Signature L -- Sworn 1'4 My commission expires: Notary Public State of Florida Page - 7 Process No. . MEMO DADE GAF Nlatcrials Corporation 1361 Alps Roac! Wayne, NJ 07470 ACCEPTANCE NO.: 95— (LIZ EXPIRES: NOV 1 97 METROPOLITAN DADE COUNTY, ! LORIDA ,..._�_ METno.DADE FLAGLCR BUILDING . UUILbwQ CODE COMPLIANCE DPAIITMENT SUITE IGUO METIIO.OADE FLAoLEI1 t3UILOINO HO WEST FLAOLEf1. STREET MIAMI, FLORIDA 33130 -1503 PItO�IJC� ON7[ ROL IVOTZ(,r OF Af`('T (n5) 37G -20ot; - - -� ._,PTAN 't i' FAX {0o5) 375-2000 Your application for Product Approval of GAI Iat 1• Chapter 8 of the Metropolitan Dade County Codc governing inovernm ? the oration 11 "odifi d F3itunzen use of Alternate Matecrials�Roor �� riajs ► types of end o f specifications and calculations as submitted'b Con a nd and and completely described in the plans, Research Laboratory, Inc., Factory Mutual Research Corporation, South' Florida Test Service, Underwriters Laboratories Inc. and D natech Fn ineez'izz Y structiozz y g, Inc. has been m c Buildin (, recommended for acdcptance by 'the , Code Compliance Department to be used in Dade specific and standard conditions set forth herein. e County, Florida under the The approval shat( be valid for a period of tlu•ce years. The Building Codc Compliance Department reserves the right to secure a product or material at any time for a jobsite or manufacturer plant for quality control to If product or material fail to perform in the approved manner, the Codc Compliance Department nia Y revoke ,modify or suspend the use of such product or material immediately. The Building Codc Compliance Department sting. reserves s the right to require testing of this product or material should any amendments t6 the South Florida Building affecting this product or material. i; C ode be The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : {taui Rodriguez Product Control Division Supervisor THIS IS THE COVE , , - PLEASE NOTE - RSI SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dadc County Building Codc Compliance Department and approved by the Building Code. Committee to be used in Dado.Coutyt Florida under the conditions set forth above. g APPROVED: (YIAY 0 4 1995 arles Danger, P.E. Director Building Codc Compliance Dcpartmcnt Metropolitan Dade County Contact: William J. Woodring Director of Technical Services (201) 628 -3000 2 Raul Rodriguez Product Control No.: 95- 0330.06 t In5l111t10_ n Types: Fibrous glass Perl ite Fiberboard Polyisocyanurate Expanded polystyrene (EPS) Polyisocyanurate Composite Board Maximum Design Pressure Material Design Pressu Wood Steel Concrete Lightweight Concrete Poured Gypsum aterial maximum Firms l ification -60 psf -75 psf -248 psf -45 psf -45 psf Ciassif ication Wood Class A Steel Class A Concrete Class A Lightweight Concrete Class A Poured Gypsum Class A Note: Fire classifications and maximum design pressures do not reference all assemblies over deck types. Review system listings for design pressures and the Underwriters Laboratories Roofing Materials. Directory or other approved testing agency listing directory for Fire Classifications. 3 Raul Rodriguez Product Control No.: 95- 0330.06 Applicant: GAF Materials Corporation 1361 Alps Road Wayne, NJ 07470 ate Sub - Category: Type: SYSTEMS PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL Membrane Roofing System Built -up Roofing Modified Bitumen SBS, APP Product Control No.: 95- 0330.06 Approval Date: Expiration Date: MAY 0 4 1995 NOV 1 0 1897 System Description GAF Materials Corporation has been manufacturing commercial roofing products for more than 100 years. GAF produces a wide range of roof products for built -up roofing systems. The modified bitumen products include both APP and SBS products in smooth, granule and fire rated versions. In addition, GAF offers two ply modified systems to meet the specification requirements for multilayer SBS modified specifications. GAF products are distributed through a wide network of roofing wholesale distributors throughout the South Florida area. GAF provides warranted systems over various insulated and non - insulated substrates, can be obtained from GAF and can be found in the Ruberoid Modified Bitumen Specification manual published annually. GAF roof system assemblies have been extensively tested at Factory Mutual Research Underwriters Laboratories. GAF modified bitumen membranes have been tested in ASTM D 5147 test requirements. copies of which Application and Corporation and compliance with Product Ruberoid® Torch Smooth Ruberoid® Torch Plus (Granule) Ruberoid® Torch Granule Ruberoid® Torch FR Ruberoid® Mop Plus (Granule) Ruberoid® Mop FR TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY .APPLICANT Test Product Dimensions Specification De cri ti n 1 sq. roll ASTM D 5147 Heavy duty, polyester reinforced, 87 lbs. asphalt modified bitumen membrane. 3 /4 sq. roll 93 Ib. roll 1 sq. roll 102 Ib. roll 3/4 sq. roll 90 lbs. 1 sq. roll 102 lbs. Ruberoid® Mop 1 sq. roll Granule 103 lbs. 1 sq. roll 105 lbs. Ruberoid® 20 Ruberoid® 30 Ruberoid® 30 FR 1 sq. roll 92 lbs. Ruberoid® Mop 170 FR 1 sq. roll 103 lbs. 1.5 sq. roll 1 sq. roll 92 lbs. Product Control No.: 95 0330.06 ASTM D 5147 Heavy duty, polyester reinforced, asphalt modified bitumen membrane. ASTM D 5147 Asphalt impregnated, coated felt, surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with mineral granules. ASTM D 5117 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire- retardant, polymer modified asphalt surfaced with mineral granules. ASTM D 5147 SBS modified asphalt base sheet reinforce with a glass fiber mat. ASTM D 5147 Non woven fiberglass mat coated with polymer modified asphalt and surfaced with mineral granules. ASTM D 5147 Non woven fiberglass mat coated with fire retardant, polymer modified asphalt surfaced and surfaced with mineral granules. ASTM D 5147 Non -woven polyester mat coated with fire retardant polymer modified asphalt surfaced with min al grnu p . 1 4 Raul Rodriguez Product GAFGLAS® Stratavcnt® (Vent Ply) for Nailable Decks. GAFGLAS Ply 6® GAFGLAS Ply 4 GAFGLAS #75® GAFGLAS Et Mineral Surfaced Cap Sheet GAF Materials Corporation Asphalt Concrete Primer GAF Materials Corporation Fibered Aluminum GAF Materials Corporation WeatherCoat® Emulsion GAF Materials Corporation Jetblak All Weather Plastic Cement im en ion 3'x36" 69 Ib. roll GAFGLAS® 3' x 36" Stratavent® (Vent Ply) 69 lb. roll Perforated 3' x 180' 45 lb. roll 3' x 180' 40 lb. roll 3' x 108' 75 lb. roll 3'x36' 76 lb. roll 5, 55 gallons ASTM D 41 1, 5 gallons ASTM D 2824 Fibered aluminum coating. 5 gallons 1, 5 gallons Product Control No.: 95 0330.06 Test Product Soeci ca tion D ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating ASTM D 4897 Fiber glass base sheet impregnated and D 3672 coated on both sides with asphalt. Surfaced on the bottom side with mineral granules embedded in asphaltic coating. ASTM D 2178 Type VI asphalt impregnated glass felt with asphalt coating. ASTIvl D 2178 Type IV asphalt impregnated glass felt with asphalt coating. ASTM D 4601 Asphalt impregnated and coated glass mat base sheet. ASTM D 3909 Asphalt coated, glass fiber mat cap sheet surfaced with mineral granules. 5 Asphalt concrete primer used to promote adhesion of asphalt in built -up roofing. ASTM 1227 Surface coating for smooth surfaced roofs. ASTM D 3019 Refined asphalt blended with a mineral • ASTM D 3409 stabilizer and fibers. Permits adhesion to wet and dry surfaces. Raul Rodriguez Product GAF Materials Corporation Jctblak Flashtite® Cement GAF Materials Corporation Plastic Cement GAF Materials Corporation Mineral Shield® Granules GAFTEMP® various Isotherm R GAFTEMP® Composite various GAFTEMP© Permalite various GAFTEMP® Fiberboard various GAFTEMP® High Density Fiberboard GAFTITE® #12 Standard Roofing Fastener GAFTITE® #14 Heavy Duty Roofing Fastener NTB Fasteners various GAFTITE® Base Sheet PA 114 Fastener and Plate Galvalume Plates 3" and 3 '/" PA 114 Polypropylene Plates 3" and 3 'A" PA 114 Test Product Dimensions Specification Description 1, 5, 53 gallons ASTM D 4586 Asphalt flashing cement. Product Control No.: 95 0330.06 1, 5, 53 gallons ASTM D 4586 Trowel grade, asphalt plastic cement. Granules for surfacing of exposed asphalt, cold process or emulsion. PA 110 Polyisocyanurate foam insulation. PA 110 PA 110 PA 110 PA 110 Polyisocyanurate foam insulation with high density fiberboard or Permalite perlite insulation. Perlite insulation board. Fiberboard insulation. High density wood fiberboard Insulation. PA 114 Insulation fastener for steel and plywood decks. PA 114 Insulation fastener for steel, wood and concrete decks. PA 114 6 Fastener for use in gypsum, tectum and lightweight insulating concrete decks. Base sheet fastening assembly. Round galvalume stress plates. Round polypropylene stress plates. Raul Rodriguez Product Hy Therm AP Pyrox White Line ACFoam Composite various ACFoam 1 ACFoam II Hy -Tec 1 - ly - I'ec 2 Hy -Therm AP Energy LOk Thermax 'TRI -STAR Product Control No.: 95- 0330.06 TRADE NAMES OF PRODUCTS MANUFACTURED BY OTHERS Test Product Dirac —.l? Sneci fication cticri ti n various PA 110 various PA 110 various PA 110 various PA 110 various PA 110 various PA 110 various various PA 110 PA 110 PA 110 Hy-Therm White various PA 110 Line Hy -Therm Pyrox various PA 1 10 various PA 110 various PA 110 7 Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Polyisocyanurate foam insulation Raul Rodriguez avian eta toter Apache Products Co. Apache Products Co. Apache Products Co. Atlas Energy • Products Atlas Energy Products Atlas Energy Products Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Celotex Corp. Product Dekfast Fasteners #14 Test Product Dimensions Specification Description Dekfast Hex Plate 2 7/8" x PA 114 Galvalume hex stress plate. Construction 3 1/4" Fasteners, Inc. Dekfast Lock Plate 3" x 3 1/4" PA 114 Product Control No.: 95- 0330.06 8 Manufacturer PA 114 Insulation fastener for steel Construction and concrete decks Fasteners, Inc. Polypropylene locking Construction plate. Fasteners, Inc. Dekfast Fasteners PA 114 Insulation fasteners for Construction #15 concrete decks Fasteners, Inc. Dekfast Fasteners PA 114 Insulation fastener for steel Construction #12 and wood decks. ; Fasteners, Inc. TPR PA 114 Aluminum fastener for Creative lightweight, gypsum and Construction tectum decks Components ISO 95+ GW various PA 110 Polyisocyanurate foam Firestone insulation ISO 95+ GL various PA 110 Polyisocyanurate foam Firestone insulation ISO 95+ Composite PA 110 Polyisocyanurate / perlite Firestone ridged insulation ISO 95+ PA 110 Polyisocyanurate foam Firestone insulation Asphalt ASTM D 312 Type III or IV hot asphalt generic bitumen adhesive High Density Wood various PA 110 Wood fiber insulation generic Fiberboard board Perlitc Insulation various PA 110 Pcrlite insulation board generic Raul Rodrigue Product Red Rosin Roofing Nails Tin Caps Type X Gypsum various Sturdi - Top al MB aluminum roof coating Grundy Industrial Emulsion #14 Roofgrip Gripdek Fastener Premium Metal Plate Standard Plastic Plate Karnak No. 169 Karnak 97 Barrier Board Plus various Dirugns dom various Minimum # PA 114 12 Min. 32 ga. x 5/ s various PA 110 PA 121 PA 121 PA 114 PA 114 3" square PA 114 3" round Test Sped iicat!on PA 114 Product Description Rosin paper for barrier layer on wood decks Corrosion resistant annular generic ring shank nails Corrosion resistant circular generic discs. Fire resistant rated gypsum generic Wood fiberboard Asphalt emulsion Insulation fastener Product Control No.: 95- 0330.06 Manuf acturer generic Georgia - Pacific Aluminum roof coating Grundy Industries Grundy Industries Insulation fastener steel, ITW Buildex wood or concrete decks ITW Buildex 3" square galvalume AZ55 ITW Buildex stress plate Polyolefin plastic plate ITW Buildex ASTM D 2824 Aluminum roof coating Karnak Corp. PA 121 Roof coating Karnak PA 110 Polyisocyanurate foam / NRG Barriers, Inc. wood fiber insulation 9 Raul Rodriguez Product Control No.: 95- 0330.06 Test Product Product Dimensi ns Sneci n Description 1 Manufacturer E'NRG'Y PSI -25 various PA 110 y NRG Barriers, Inc. Pol �isoc anurate foam insulation E'NRG'Y- I various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation E'NRG'Y -2 Plus various PA 110 Polyisocyanurate foam NRG Barriers, Inc. insulation E'NRG'Y-1 Plus various PA 1 10 Polyisocyanurate foam NRG Barriers, Inc. insulation E'NRG'Y-2 various PA 110 Polyisocyanurate foam ' NRG Barriers, Inc. insulation Con -Tite PA 114 (Fluted Nail) Concrete deck insulation Olympic fastener N'Ianufacturing Group, Inc. Olympic Standard 3" round PA 114 3" round galvalume s OI m i Y P� AZ55 steel plate Manufacturing Group, Inc. Olympic G2 Plate 3.5" round PA 114 Olympic 3.25" round PA 114 Polypropylene Olympic Fastener PA 114 Olympic C -R PA 114 Base Sheet Fastener and Plate Fiberglas various PA 110 10 3.5" round galvalume AZ55 Olympic steel plate. Manufacturing Group, Inc. Polypropylene Olympic plastic plate Manufacturing Group, Inc. Insulation fastener Raul Rodriguez Olympic Manufacturing Group, Inc. Base sheet fastener and Olympic plate. Manufacturing Group, Inc. Fiber glass roof insulation Owens- Corning Fiberglas Corp. Product Dimes i ns Foamglas Board various PA 110 Multi -Max I'hermaroof Composite various Fes -Core various Fesco Foam various UltraGard Gold various I -ID Insul -Fixx Fastener Insul -Fixx Fastener Insul -Fixx S Insul -Fixx P Rawl Drive Rawl Fasteners #12 Rawl Fasteners #14 Test ecificati n various PA 110 PA 110 PA 110 PA 110 PA 110 PA 114 PA 114 3" square PA 114 3" round PA 114 PA 114 PA 114 PA 114 Product De sc---- ription Expanded glass insulation board. Polyisocyanurate foam insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam / fescoboard insulation Polyisocyanurate foam insulation Insulation fastener for use in steel and concrete decks Insulation fastener for steel and wood decks 3" square galvalume AZ55 stress plate 3" round plastic stress plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for steel and wood decks Insulation fastener for use in steel, wood or concrete Raul Rodriguez Product Control No.: 9 5-0330.06 Manufacturer Pittsburgh Corning Rrnax, Inc. Polyisocyanurate foam / Rmax, Inc. perlite composite insulation Schuller International Inc. ' Schuller International Inc. Schuller International Inc. SFS /Stadler SFS /Stadler SFS /Stadler SFS /Stadler The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Product Rawl 3" Plate Test Product imen i n aped fication Seri ti n 3" round PA 114 Rawl Spiker PA 114 Rawlite PA 114 Rawlite 3" Plate 3" round PA 114 12 3" round galvalumc AZSS steel plate Insulation fastener and steel and plastic stress plate for concrete deck Insulation fastener for cementitious and gypsum decks 3" round galvalume AZ55 steel plate for use with Rawlite fasteners Raul Rodriguez Product Control No.: 95- 0330.06 Manufacturer The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. The Rawlplug Company Inc. Construction Research Laboratory, Inc. Factory Mutual Research Corporation South Florida Test Service Underwriters Laboratories, Inc. Dynatech Engineering, Inc. Test Identifier #4818 J.I. OT4A 1.AM J.I. I V7A0.AM J.1. 1 V8A4.AM J.I. 1R1A6.AM J.I. 0T2Q4.AM J.I. 0Q6A6.AM J.I.2M0A4.AM J.1. 3X3A2.AM J.1. 0Y9Q5.A1V1 1.I. 3X3A2.AIvj GAF -53 -X -915 R1306. 3600.02.95 Test Reports 13 Test Namc /Rc ort Wind Uplift Wind Uplift Wind Uplift Vv'ind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Fi Cl Raul Rodriguez Product Control No.: 95 0330.06 DAL:. 07/10/87 08/26/92 07/16/92 06/28/93 11/15/91 10/17/91 . 07/16/91 03/21/87 OS/02/9.1 07/29/94 08/02/94 03/08/91 08/01/94 Wind Uplift, Small 02/02/95 Scale Membrane Type: SBS Deck Type 6: Poured Gypsum Concrete, Non - insulated, Tear -off Only Deck Description: Poured gypsum concrete. System Type E: Base sheet mechanically fastened. All General and System Limitations apply. Base Sheet: Fastening: Ply Sheet: Membrane: Product Control No.: 95- 0330.06 One ply of GAFGLAS® #75, GAFGLAS® Stratavent® (Vent Ply) for Nailable Decks or Ruberoid® 20 mechanically fastened as described below: Approved fasteners at a 4" side lap 12" o.c. and two rows staggered in the center of the sheet 24" o.c.; see System Limitation #4. (Optional) One, two or three plies of GAFGLAS® Ply 4, GAFGLAS® Ply 6 ®, or a single ply of Ruberoid® 20 in type III or IV asphalt at an application rate of 25 lb. /sq. ± 15 %. One ply of Ruberoid® Mop Granule, Ruberoid® Mop 170 FR, Ruberoid® Mop Plus Granule, Ruberoid® 30, Ruberoid® 30 FR or Ruberoid® Mop FR in type III or IV asphalt at an application rate of 25 lb. /sq. f 15 %. Surfacing: (Optional) Install one of the following: 1. Gravel or slag applied at 400 lb. /sq. and 300 lb. /sq. respectively in a flood coat of approved asphalt at 60 lb. /sq.. Maximum Design Pressure: -45 psf Maximum Fire Classification: Class 'A'; see General Limitation #2. Maximum Slope: 1:12; see General Limitation #3. Specification No.: N- 1 -1 -MG, N -1 -1 -MGFR, N- 1- 1 -MGP, N -1 -1- MGPFR, N- 1- 2- 20/MG, N- 1- 2- 20/MGFR, N -1 -2- 20/30, N- 1- 2- 20/30FR, N- 1- 2- 20/MGP, N- 1- 2- 20/MGPFR 135 Raul Rodriguez Poured Gypsum System Limitations: 1. Product Control No.: 95- 0330.06 Poured Gypsum decks shall be tested in compliance with the provisions set forth in Subsection 3401.10(e) of the South Florida Building Code. 2. If mechanical attachment to the deck is proposed, field withdrawal resistance testing shall be performed to determine fastener patterns and density. All testing and fastening design shall be in compliance with Dade County Protocols PA 105 and PA 117. Minimum withdrawal resistance shall be 50 psf or greater. An increase in fastener density shall be required for withdrawal resistance values less than 50 psf. Proposed pattern and density shall be included with the Section II Permit application. 3. Insulation panel shall not be bonded directly to the gypsum deck; a mechanically attached anchor sheet shall be used. 136 Raul Rodriguez P/'10 General Limitation 1 All asphalt• shall comply with ASTM D 312 t .III or m type IV requireents All E, i p roposedjasphalt producers must be approved by the,applicant. Fi re; ratings are determined by a combination of " slope;, deck < : type arid assemb Refe�`to cirrent. Undenwiters Laboratories; Roofing ..Materials Directory . or - other fire testing dafa listed by 'an .approved listing laboratory agency. Fire ratings shall be in c ompliance with Sections 3401.5 and 3401.6 Of the South Florida Building Code: q t r 1y 5��� sxi •. ,.,: a aximumw � i f i slope range shall vary tor each system, consult current Underwriters r. aboratories ;Roofing Materials Director and manufacturer's'' specifications for corripliance with °designcriteria for each t , An ti'overlay /recovery,board ' < insulation panel is required on all applications over closed cell _foam insulations when the base .sheet is:full rno ed:'If. no•recove b Oar d i used the, base sheet may be applied using , spot mopping with "approv d asphalt,ul2" diameter circles,'24 o c :; or:strip or.spot 8" ribbons in three • rows, one�at each sidelap and one down the center:of the sheet allowing a continuous area `of ventilation. Encircling of the strips is not acceptable. A 6" break shall be placed every 12' in .each. ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate, of 12 lbs /sq:. Note maximum design p ressure restrictions on spot a ttac hedsyste ms amendments: to these provisions shall be in compliance with Sections 203 an of the South Florida Building Code. ill work shall be performed by a Contractor licensed to do roofing work in Dade ount r Contractor shall be familiar with the details and specifications =published by <' ze manufacturer:. r at In, applications, moisture cont'ents>nran roof ;must be i b n'y c with S ection 3401 :9(c) of th e;So FloridBuilding Code::' P rion'totiapplication, all existing roof surfaces used as a bonding substrate shall be tested for uplift resi in compliance with Dade' County Protocol. PA 124 to•the- calculated design pressure of the roof deck. If required;; any Factory Mutual Approved vapor barrier in conjunction with •proprietary:' or approved adhesives may be . used, "prior to the application of the insulation layer: Perimeter and corner areas shall have an :increase in fastener density for both .; insulation, and: base sheet in compliance. with Dade:County'Protocol PA 117 of the S outh Florida Building Code. All att achment and sizing of -perimeter. nailers and metal profile designs shall' conform with Dade County Protocol. PA 111 of the South Florida Built g C• de. 4L4' 168 Raul Rodriguez ,roduct Control No.: 95- 0330.0 ��J Product Control No.: 95 0330.06 12. Flashings shall be installed according to the manufacturers standard details, and may be applied in cold application adhesive, approved asphalt or may be applied in conjunction with an approved torch applied modified bitumen membrane. Specific details, approved by the manufacturer, shall be submitted with the Section II Permit Application. 13. Roll good materials shall be stored in strict compliance with GAF Materials Corporation requirements. 14. Consult current Underwriters Laboratories Directory for the appropriate coating for each roofing assembly to obtain the required fire rating. The assembly shall be installed in strict compliance with Chapter 3401.5 and 3401.6 of the South Florida Building Code for maximum fire classification. 15. Asphalt moppings shall be with applied with asphalt approved by the applicant and shall be approved in compliance with equiviscous temperature (EVT) methods of asphalt application. Asphalt containers or bulk tickets shall indicate an EVT, finished blowing temperature (FBT) and flash point. Asphalt types and temperature ranges shall be in compliance with Subsection 3403.4(a)(3) of the South Florida Building Code. 16. Insulation may be installed in multiple layers. The first layer shall be attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt at an application rate of 25 lbs /sq. f 15 %, or mechanically attached using the fastening pattern of the top layer. Refer to manufacturer's literature and /or the NRCA Roofing and Waterproofing Manual for correct application procedures of insulation panels in approved asphalt or adhesive. 17. Pre - assembled cap nails may only be used for termination of fully bonded surfaces such as mechanical termination at wood blocking, head and side laps, and base flashing terminations. Cap nails shall not be used for the mechanical attachment of a base sheet. Tin caps are required by the South Florida Building Code. 18. The submission of system specifications and details shall accompany the Section II Building Code Permit. This information is available in the publications listed in the 'System Description' of this Product Control Approval. The submission of these documents, as well as the proper application and installation of all materials shall be the sole responsibility of the contractor. 1 9. All standard panel sizes are acceptable for mechanical attachment. When applied in approved asphalt, panel size shall be 4' x 4' maximum. 20. Fastener spacing for base sheet attachment is based on a minimum withdrawal resistance value of 250 lbf as tested in compliance with Dade County Protocol PA 105. If the fastener values as tested are below 250 lbf a professional engineer may submit a revised fastener spacing utilizing the withdrawal resistance value taken from Dade County Protocol PA 105. Calculations shall be based on a rupture value (the fastener stress plate pulling over the base ply) of not more than( 90 1,bf... _, / Raul Rodriguez/ t i. 169 21. Fastener spacing for insulation attachment is based on a Minimum Characteristic Force (F') of 300 lbf. as tested in compliance with PA 105. If F' as field tested, is below 300 lbf. insulation attachment shall not be acceptable. 22. GAF does not allow application of roof coatigs, other than a pour coat of asphalt and gravel, over its granule surfaced Rubcroid© products. 23. In addition to the requirements of this Product Control Approval and the South Florida Building Code, applicator shall follow the manufacturer's specifications. 170 Raul Rodriguez Product Control No.: 95- 0330.06 1 + Glove Bag f Bulldozer " ` Wrecking Ball Strip & Removal I 1 Wet Method *MUST *Dry Method Explode P I I Bum Down T OBTAIN PRIOR r7FP AanGrwAI 1 '4...— . . _ _. ORIGINAL TO: Florida Department of Environmental Regulation State Asbestos Coordinator 2600 Blair Stone Road Tallahassee, Florida 32399 -2400 I. Facility Name _ Address, /13: o s'1 E City _14'i Ast t 1 c n i CS • r r NOTICE OF ASBESTOS REMOVAL PROJE Type of Notice: ❑ Original ❑ Revised ❑ Cancelled r el- Site // 3o e) $ 4).—e Building Size S/ D d ( Square Feet) # of Floors II. Fee Receipt Will Be Sent to Address in Block Below: (Print or Type) OWNER PROJECT NUMBER Fee Check Number Other Phone ( ) III. Facility Owner Air" ii (.2f j Address 1(30/) /'� e • G� e _ Cit ii /4, i i Z--ho I es State / tine IV Contractor's Na Address: City: Phone (/')S V. Demolition 0 Remov l Removal: Start Date a11 Finish Date ✓ s Demolition: Start Date Finish Date VI. REMOVAtIDEMOUIION PROCEDURES TO BE USED Demolition with no ACM 0 VII. Waste Disposal Site Name Address 3 o o /4) J— VIII. Fee Calculation & Type of RACM in Renovations or ACM in Demolitions RACM? (circle Yes or No) Square Feet Surfacing Linear Feet Pipe Square Feet Cementitious Square Feet Resilient Flooring „. „„.. „„, „„..Yes / (t) Square Feet Asphalt Roofing.„„, „. „....,, „,„,Ye _ „. Total RACM (square + linear feet) $ Enclosed (See Fee Schedule) ❑ Check if Demolition Only State Zip J` Surveyed Age in Years / Prior Use State Florida License No.: ity FEB 0 61996 t r AIR SECTION • Zip .31 Emergency 0 Annual ❑ SEND YELLOW COPY T Mctro -Dadc DERM Air Section Class State 7 Asbestos VAIst Namee-lat � Phone (9Q5 ) 2‘.3 0 (o /2 — X. Procedures for Un eked RACM 57'72 wok lc /)D-ti 42 tepee- /11.4 -1,py f DEP USE ONLY Postmark NESHAP ... Yes ... No ... Deposit No. Fee Received $ APIS # Date Received Say 0d GEOTECHNICAL ENVIRONMENTAL HYDT36GE LOGY ASBESTOS Miami, February 7, 1996 Mr. Jim Obenour OBENOUR ROOFING 9325 Park Drive Miami, FL 33139 Re : Barry University Wiegand Building Flat Roof Miami Shores, FL Dear Mr. Obenour ewww HINAMILIAZI 'r UMW/ I , 11161. DYNATECH ENGINEERING CORP. Pursuant to your request; DYNATECH ENGINEERING CORP. has conducted an Asbestos Roof Survey on February 7, 1996 at the above referenced project. The purpose of our inspection was to secure bulk samples for analysis to determine the presence of Asbestos Containing Roof Materials in the subject building. The scope of our inspection covered the following areas: A- Wiegand building flat roof only at Barry University, Miami Shores, FL Based on our laboratory analysis; it was evident that no asbestos fibers were found in the secured bulk samples. 750 West 84 Street, Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 • Fax (305) 828 -9598 TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Page No. 2 Miami Shores This inspection report is the results of a diligent search of the facility for asbestos containing building materials (A.C.B.M.). All analyzed samples were readily available to our surveyor. We do not claim to have identified all of the Asbestos Containing Building Material present in the facility. If in the course of a renovation or demolition activity, suspect materials become exposed, all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation. It has been a pleasure serving you at this phase of your project and look forward to do so in the near future. Sincerely yours, Wissath Naamani, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Asbestos Consultant No. EA 045 WN /sd Date: 2 -7 -96 Sample Type: Bulk Samples Analysis: P.L.M. /D.S. Surveyor No.:7ME090203003DS Collected By: KG Client: Project: NF = Non Friable N.A.D. =No Asbestos Detected CHRY = Chrysotile AMS = Amosite CRD = Crocidolite OBENOUR ROOFING Barry University, Miami Shores DYNATECH ENGINEERING CORP. 750 West 84th Street, Hialeah, FL 33014 ASBESTOS S AMPLING REPORT Sample No.: 1 2 3 4 S.W. CORNER OF ROOF W. END OF ROOF N.E. CORNER OF ROOF E. END OF ROOF FIELD MEMBRANE CONSIST OF TWO TAR & GRAVEL ROOFS II S S T T G OFF NG G RE E NI M INE� TILE SURFACED FLASHING FIELD MEMBRANE CONSIST OF TWO TAR & GRAVEL ROOFS FLASHING UNDER RIDGE CAP TILE CONSIST OF GREEN MINERAL SURFACED FLASHING Approximate Amount 670 Ln. Ft. 670 Ln. Ft. 8100 Sq. Ft. 8100 Sq. Ft. F NF Condition/ Potential for Damage G/ G/ G/L G/L G = Good L = Low D = Damaged M = Mcdium S = Significantly Damaged 1-1= High Analyzed by: MarcoVillavicencio DYNATECH ENGINEERING CORP. NIOSH 582 Cert.# 7ME090203003DS ANALYSIS N.A.D. N.A.D. N.A.D. N.A. D'. • 3 / .�LAr /71 DYNATECII ENGINEERING CORP. ,Client: 7 8 :5 /./ �A Project: � 4✓4 ( 5 (t y Scales Dates jL + 7._7 Drown Ur: Revised: Date / Job Address in on NE- ZA4 /VIE Tax Folio Legal Description Owner / Lessee / Tenant Owner's Address // !7 d /t/ E 2 /4- y r (,�J /��,/4�D hone,�o - �l Contracting Co. /4 /t e `/o, Sec A j c/!S CAAddress /o Xs 67ef- C© 7 An 33/68 Qualifier4 2Ew Sciee"12 icrA.13 SS # #/ , Phone30S 7g/ 9/0® L /40.3 State # 12.- Municipal # Competency #C4&' /99z3 Ins.Co. CnSv s Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING ELECTRICAL PLUMBING MECHANIC •sFING PAVING FENCE SIGN WORK DESCRIPTION C )C Jt C (' )2e tdeLolCE/fE -,tn - /00 700(/ Arta e-ve Ciefrec-E ,4T / 2 r E lf '-?2 C Dt#Q6 Square Ft. Estimated Cost(value � /- not 4 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF' COMMENCEMENT AND YOUR FAILURE TO DO SO MAX 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 be done in compliance with all applicable laws regulating construction a autho ze the above -named contractor to do the work stated. Signafture of Date: Lbtlitiaa G. lieu Notary as to Owner and /ot My Commission Expires: ** * FEES: P APPROVED: Zoni PERMIT APPLICATION FOR MIAMI SHORES VILLAGE er and /or Condo President Mechanical & Q ? vLJ` v/,- ` s� Ass DENBURG My Vision CC471164 Expires Jun. 12.1999 Bonded by HAI OF FO' 800.422.1555 * * * RADON * * zoning. Signature of Date: Notary as to Co My Commissio Fire Building Plumbing Masher Permit # : 3 ntra or Owner - Builder t all k will re, I �� .Builder res X58 * Expi<,1W, NOv. 28. '1987 Ine�4BY x , 4 224 1 5 * ** C.C.F. , NOTARY TOTAL DUE 42 3 b .40 Other Electrical Engineering NOTICE OF COMMENCEMENT • A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. (( a 13 6 - OOO —OO Se STATE OF FLORIDA: COUNTY OF DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street address: A- Po r `Fi oF1 C - Sfe Cr oft 3 C, hs 1. c�, �,S geti4lt 1 1/ C=as 1 k P do C0�h f y P10, -t4 l / 3voNE 7,J Ave ei vc / tam, cif a eei PC_ 33/6, / 2. Description of improvement: �2EPc .4C /.4 /00 -- 7 4) GrQL 09.12Cod.)O 77 i /fU c. / t- (14/ AA..),b cife_Di 3 3. Owner(s) name and address: / / SOO / �, a A ift-az- ! h(/ A Ac..i >�G • Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: /// e. Sic S C 8 — /O 7 5 ? N v v & 'ref C'ov,�s` /S'f / A ! / a' n DRiDg COUNTY OF DADE b � 5. Surety:(Payment bond required by owner from contractor ; � a o d?,38 66s is a true copy of she .� =. o clay c, Name and address: Amount of bond $ 6. Lender's name and address: Notary Pubtic.l,t, ( AAA Print Notary's Name My Commission Expires: P-.sec. VP Fi.cc {i /Signature of Owner toy Far Ac( e (Ail* c� Print Owners Name 66.•-e (J t ✓c e s e r Sworn to and subscribed before me this 1O'day of ° A. ®. b lNl� ,2ESS Fern 1, nd and Official Seal i 1 ` Y {t or Circuit and CovntyCoeds 9684077 19 1996 SEP 10 12:52 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a differerit date is specified) t ` 3 t — °► (o ,19 qG. $r LOUISE C HARDENBURG � to Cnnvessbn CC47116 * Expires Jun. 12.1999 `s 7 Bonded by HAI ♦p OF flO 800-422-1 555 Prepared by: W. il- Scfi4¢e--4110( / 9 I z-r 4 / Address: �!�'. / c 123.01 -52 • Barry University Physical Plant September 23, 2004 Mr. Curtis Craig, Building Official Miami Shores Village 10050 N.E. 2 Avenue Miami Shores, Florida 33138 Re: Mandatory 40 Year Re- Certification for Property at: 11300 N.E. 2 Avenue Miami Shores, Florida 33161 -6628 Folio # 11- 2136 -0000 -0050 Sincerely, Richard F. Bartley Director of Construction A Catholic International University 11300 NORTHEAST SECOND AVENUE MIAMI SHORES, FLORIDA 33161 -6695 Direct (305) 899 -3785 Switchboard (305) 899 -3000 • Dear Mr. Craig: In compliance with the mandate set forth by the Metro -Dade Building & Zoning Department and notified to us in your letter of March 18, 2004 for the inspection and re- certification for the above referenced property, we hereby submit the following inspection reports for your review and approval. Also enclosed is our check number 0394843, dated September 22, 2004 for the fee associated with the mandate. -4 1 42__.+ 1 .. �.,zk '` '"�. _ _ m;,. a .., ''''''' Name ofTiitle: Adri ,.11 • . Street Address: 11 00 N E 2."a Av . c . Legal Description: See Ace a d. Owners Name: Barr ] On; e. Owner's Mailing Address: 11300 NE.. a ^d Ave nye , NI'lam't Skvres, FL 33161 .. Folio Number of Building: 11 2136 - 0000 - . 00 5.0 Building Code Occupancy Classification: G1 • '' CltAto M . . Present Use: C 1asSroam S _ _ _ _ .._ I. General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comment: It 9 0 24- 400 S. F. EVe_ clar or 24 office- s and ' u lab, . lot ;le ®r &,a-l'7 Grade - -, eo(i , fled° 4 ran Potted c u'e-47— -flat plate- a0pPor- Co tot umn.e, _ Ord Crnki . tai - -F, 11 • MIAMI - DADE COUNTY, FLORIDA MINIMUM INSPECTION PROCEDURAL GUIDELINES FOR BUILDING'S STRUCTURAL RECERTIFICATION INSPECTION COMMENCED oi 2 DATE INSPEC11ON COMPLETED 7 ` A DATE • INSPECTION MADE BY • SIGNATURE PRINT NAME BUILDING DEPARTMENT !lE bM yucca cca TITLE ► wV ' 4R 4OSQ1i — 9/ +811)4 ADDRE /Z, f& K.#001■1 Apar, M I.&a/&FUNl F• • 391$41 Surface conditions — describe general conditions of finishes, noting cracking, spalling, peeling, signs of moisture penetration & stains- F, nt h erg ' ' ' 46 501a,and, ......_. _ te! ,. .. . Cracks — note location in significant members. Identify crack size as HAIRLINE if barely • issemble; FINE if less than 1 mm in width: MEDIUM if between 1 and 2 mm in width; WIDE if over 2 mm- tdo appgreekatAe C was ®b - ..:r. -. General extent of deterioration — cracking or spalling of concrete or masonry; oxidation of a etais;_rot or borer attat k in wood. I: Jt!1P ob V _ .._. . Previous •atching or re airs IIIIIIIIIIIIIIIIIIIIIIIIININMIIIIIIIIIIIPII . Nature of •resent loading indicate residential, commercial, other estimate magnitude. Arm.* ,.A.' a<fs Qo 35 ae orei mice . • • • d. Owner's Name Barr lJ�►,. rs, rt Owner's Mailing Addres: 13 • 0 I. Building Code Occu pancy Classification: Cle.0 09 "A" c6v,troo rn.6 Present Use pcn. General Description, T pe of Construction Size, Number of Stories, and S.ecial Features Additions to original structure: ®v1�. - General all • nment not good, fair, poor, ex • lain if significant) Name of Title: A4rtq.� . -_.._ Street Address 11300 NE .... 2 "� 9v_e s Legal Description: Se Ai#L 4. Expansion __ ....._ ._.. N OrtC ._ _ 5. Contraction s 0 - e . e . r_ . Portion showing distress (Note, beams, columns, structural walls, floors, roofs, other) .. Date of notice of required inspection ume18 goo , levied, to B ►° c ftber 15 tro4 • . Date(s) of actual inspection -�- 00 1 2,00 4- • . Name and qualification of individual submitting inspection report Reinforced concrete tile columns )A. v y j 12e ®ber • . Description of any laboratory or other formal testing, if required, rather than manual or visual ,• rocedures Mom_ . �t r red • Reinforced concrete tile beams avid not beo "v - Structural re •air note a • ro riate line: , ' , , 1. None required �_ 2. Re • uired (describe and indicate acceptance) - ; 0 $ Y � � '0 .. a a �. ¢ e o e p "t -. Concrete masonry units _ , ,P: .' ae ``.: • • Clay the or terra cots units 0 , ;, Reinforced concrete tile columns )A. v y j 12e ®ber • Reinforced concrete tile beams avid not beo "v _ _ Lintel atD Other_j•e bond beams IMIEr. - ,! . Masonry finishes - exterior 1. Stucco 2. Veneer _.ss. 3. Paint only .. 4.0 s be WINIIIINNIIIIIIIMMIllinglill . Masonry finishes - interior 1. o Va r barrier Vapor Lk not be- 2. Purring and • !aster y : « . ; 3 Paneling 4 Paint only 5. Other (describe KAI rse ® e( • I. Cracks: 1. Location - note beams, columns, other 2. Descri •lion ..• _ S • ailing: 1. Location - note beams, columns, other 2. Descri•tion • , •, tis..,, -. . Reber corrosion -check appro • riate line: 1. None visible.,' 2. Minor- etching will suffice 3. Significant -but patching will suffice • • • sheet written data b. SU 6' €$ t 'fe t+ photographs c. drawings or sketches: a. • • 4. Significant- structural repairs required . Root 1. Describe (flat, slope, type roofing, type roof deck, condition. a._ ° 4CalM_ N 7 1 _ _ .. ... 2. Note water tanks, cooling towers, air conditioning equipment, signs, other heavy equipment and condition of support: 110ne- eVeocrued 3. Note types of drains and scupper and conditionooling towers, air condition: _ eck leor . ' Ar at_ I nspection - not exposed .areas available for inspection, and where it was found necess to pen ceilings, etc. for inspection ofypical framing members. r?.gve? _ales[ _ _. . Samples chipped out for examination in spall areas: 1. No.m/ 2. Yes - _describe color texture, aggregate, general quality Floor systemsO . °" 1. Describe (type of system framing, material, spans, condition) 1. Not significant y°` 2. Location and description of members affected and type cracking Exposed Steel - describe condition of paint & degree of corrosion: . Cracking Concrete or other fireproofing - note any cracking or spalling, and note where any covering as removed for inspection n)' A. dEevator sheave beams & connections and machine floor beams - note condition: Rebar corrosion - check appropriate line: • • 1. Non visible t®' 3. Significant but patching will suffice 2. es describe color texture, aggregate. general quail : 4. Significant - structural re 'airs re. uired (describe Samples chipped out in spall areas: Type (Wood, steel aluminum, j lousie, single hung, double hung , casement, awning, pivoted, ed,_ott ) ..._.. VV_Y1,INUTY\ r1 @ zlv sa 1.. Anchorage —type & condition of fasteners and latches: 5 Sealant — type of condition of perimeter sealant & at m ullions: Mut •. Interiors seals — type & condition at operable v ents: s ir • General condition: . Type _ fully describe if mill construciton, light construction, major spans trusses, . r J • . Note metal fitting i.e., angles,.plates bolts, split pintlespinties, other, and note condition: Joints — note if well fitted and still dosed: Drainage — note accumulations of moisture: z re- o , v Ventilation —note any concealed s • aes not ventilated: loorie, Note any concealed spaces opened for inspection: • MINIMUM INSPECTION; PROCEDURAL GUIDELINES FOR BUILDING'S: ELECTRICAL RECERTIFICATION M !.I- INSPECTION COMMENCED DATE MIAMI -DADE COUNTY, FLORIDA BUILDING DEPARTMENT INSPECTION COMPLETED �(iq, Q [ 04 DATE 6�[� Name of Title: Aar; an b. Street Address: I 1300 N E. 2 "d. _. Ave. Legal Description: S c. Ak -oect Owners Name: $arn Unnter6.4 . Owner's Mailing Address: 113o° N Folio Number of Building: 1172134 ° _ 000- 0050 . Building Code Occupancc + Classification: C4roup "Aa° e.18 Present Use: C1g s5rQo ms... General Description, Type of Construction, Size, Number of Stories, and Special Features Additional Comment 11 e 811 0 INSPECTION SIGNATURE: PRINT NAM'" r /ptw . A /f✓ TITLE is ADDRESS: venue icA ShDfcs, FL 33161 • • • GUIDELINES AND INFORMATION FOR RECERTIFICATION OF ELECTRICAL SYSTEMS OF FORTY (40) YEAR STRUCTURES 1. Size: Amperage (_ .-, . fr_ ;r.). Fuses ( 2. Phase: Three Phase ( ✓) Single Phase ( ' 3. Condition: Good 4. Comments: 't r'S.ra", �, � :ate. ,�,"' y w � � ` �. mi ." 'a�,`. ` " .r c'?�,�- M fit, . '°._. 1. Clearances: . Comments: 1. Identified: 2. Conductors: Good ( ti/ ) Fair Good ( � � Fair Requires Correction velavILL Location: 2. Taps and Fill: Good R Comments: Re • uires Repair uires Repair 1. Panel # ( ) Location: Good . Panel # ( ) Location: Needs Repair ( ) Good ( ) Breakers ) Needs Repair (, Needs Repair ( Needs Repair ( ) . Panel # ( Location: . Comments: Good Yes ( Deteriorated ( Needs Re air Must be identified ( Must be replaced ( ) . Comments: • • omments: Condition: Condition: Repairs R aired Good (. °') Repairs Required omments: " -v'? .t ..: Y.. e?i+u. ..P"Yx rgenSiF �Y�F .^�`•�,v�.`�_,' ��3i�'Wi- .. Repairs Required Condition: omments: Condition: Conduit Raceways: Conduit PVC: NM Cable: BX Cable: Condition: omments: Condition: Comments: Condition: Good Good ( Repairs Required ( dd Good Good ( ) 4- . Good ( ) ..., Good ( ) Good Good Repairs Required ( Repairs Required ( Repairs Required ( Repairs Required ( Repairs Required Repairs Required Good ( ) R pairs Required ( _ Condition: omments: Good (; "" Repairs Required omments: • • • omments: ;AM. IIMIVE`AM Condition: kr-ZW,"*.e&Viigi.,41;10e;tgafeset'VE:14::0," AVW.TVASZ-V,V,444.VV4.1e,e "IWIJ Good Repairs Required ( Condition: Comments: Condition: omments: Condition: SD:rtcav:09/01/2000:40yrintranetsystem Good ( Repairs Required__ Good ( Repairs Required ea, i 4I r Zr 'il MZia r -4. Tf4 . P t a M itr, -kV 7T' I M t-r ti nft. Good ) Repairs Required Condition: omments: lartqW10. Condition: Th ItE Good R‘ 3*511411 omments: Good Repairs Required omments: Condition: Good Repairs Required J) omments: 9,t4i4A,MFIV 'EV-OIMIMMOMagrOggtW1;, Primary Zone: 2003 CLUC: 0041 EDUCATIONAL- PRIVATE Beds/Baths: 0/0 Floors: 2 Living Units: 66 Adj Sq Footage: 621,918 Lot Size: 1,740,400 SQ FT . Year Built: 1954 Legal Description: 36 52 41 40 AC SE1 /4 OF NE1 /4 LESS E35FT & LESS W4OFT LOT SIZE 1740400 SQUARE FEET Year 2003 2002 Land Value: $2,436,560 $2,436,560 Building Value: $33,094,678 $31,337,239 Market Value: $35,531,238 $33,773,799 Assessed Value: $35,531,238 $33,773,799 Total Exemptions: $35,531,238 $33,773,799 Taxable Value: $0 $0 Folio No.: 11- 2136 - 000 -0050 Property: 11300 NE 2 AVE Mailing Address: BARRY COLLEGE 11300 NE 2 AVE MIAMI FLA 33161 -6628 • My Home mia ade. roar Property Information Report Summary Details: Property Information: jClose window] Sale Information: Sale O/R: Sale Date: Sale Amount 0/0 $0 Assessment Information: [Click here to Print] This report was created on 8/4/2004 1:00:48 PM for reference purposes only. Web Site © 2002 Miami -Dade County. All rights reserved. A Student Residence 411 TIM M' Location Miami Shores Building owner Barry University Program user Daniel Delvat Company Coltec Engineering, Inc Comments By Coltec Engineering, Inc. Dataset name C:1TemplBarry dormitories 02.TRC Calculation time 10:33 AM on 09/13/2004 RACE® 700 version 4.1 e Zone 5 tion 7 ft arometric pressure 29.9 in. Hg Air density Air specific heat Density- specific heat product Latent heat factor Enthalpy factor Miami, Florida 25.0 deg 80.0 deg 0.0760 lb/cu ft 0.2444 Btu /Ib• °F 1.1151 Btu /h•cfm• °F 4,908.6 Btu•min /h•cu ft 4.5619 Ib•min /hr•cu ft Summer design dry bulb 90 °F Summer design wet bulb 77 °F Winter design dry bulb 47 °F Summer clearness number 0.95 Winter clearness number 0.95 Summer ground reflectance 0.20 Winter ground reflectance 0.20 Design simulation period January - December Cooling load methodology TETD -TA1 Heating load methodology UATD 94 414' TRAcE700 comprehensive a from building analysis Description Floor Area ft PEAK COOLING LOADS MAIN SYSTEM By Coltec Engineering, Inc. SPACE COIL OA Room Supply Space Space Space OA Supply Coil Coil Coil Peak Cond. Dry Dry Air Sensible Latent Peak Cond. Dry Air Sensible Latent Time DB/WB Bulb Bulb Flow Load Load Time DB/WB Bulb Flow Load Load Mo /Hr °F °F °F cfm Btu /h Btu /h Mo /Hr °F °F cfm Btu /h Btu /h 430 - Double Unit, East 4th Rm/Zn Tot 255 8/9 82 73 75 56.6 210 4,289 500 8 /15 90 77 59.2 210 5,496 2,002 Floor 430 - Typical dbl Rm 4th FI Sys Tot/Ave 255 82 73 75 56.6 210 4,289 500 90 77 59.2 210 5,496 2,002 w roof 430 - Typical dbl Rm 4th FI Sys Block 255 8/9 82 73 75 56.6 210 4,289 500 8 /15 90 77 59.2 210 5,496 2,002 w roof 330 - Double unit, East, 3rd Rm/Zn Tot 255 8/9 82 73 75 56.5 202 4,156 500 8 /9 82 73 56.5 202 5,017 1,681 Floor 330 Typical dbl 3rd fl w Sys Tot/Ave 255 82 73 75 56.5 202 4,156 500 82 73 56.5 202 5,017 1,681 roof 330 Typical dbl 3rd fl w Sys Block 255 8/9 82 73 75 56.5 202 4,156 500 8/9 82 73 56.5 202 5,017 1,681 roof 329 - Single unit, South, Rm/Zn Tot 180 11/16 82 69 75 60.9 452 7,132 250 11 /17 81 70 61.0 452 9,294 596 Third FI w/ Roof 329 Typical sgl 3rd fl w Sys Tot/Ave 180 82 69 75 60.9 452 7,132 250 81 70 61.0 452 9,294 596 roof 329 Typical sgl 3rd fl w Sys Block 180 11/16 82 69 75 60.9 452 7,132 250 11 /17 81 70 61.0 452 9,294 596 roof 301 - Single RA Unit, SE Rm/Zn Tot 180 11/13 81 69 75 59.4 215 3,741 250 9 /13 87 74 61.0 215 4,630 786 Comer w/ roof 301 typical RA unit w roof Sys Tot/Ave 180 81 69 75 59.4 215 3,741 250 87 74 61.0 215 4,630 786 301 typical RA unit w roof Sys Block 180 11/ 13 81 69 75 59.4 215 3,741 250 9 /13 87 74 61.0 215 4,630 786 400 - Lobby area, 4th Floor Rm/Zn Tot 840 9/ 10 82 72 75 56.6 821 16,876 2,100 8 /15 90 77 59.3 821 20,910 8,406 400 Lobby, 4th fl Sys Tot/Ave 840 82 72 75 56.6 821 16,876 2,100 90 77 59.3 821 20,910 8,406 400 Lobby, 4th fl Sys Block 840 9/ 10 82 72 75 56.6 821 16,876 2,100 8 /15 90 77 59.3 821 20,910 8,406 100 - Lobby area, First Floor 960 9/ 9 81 72 75 57.3 1,044 20,654 2,400 8 / 16 90 76 58.4 1,044 25,247 9,251 100 B - Office 80 6/21 81 72 75 57.3 47 939 250 8 /15 90 77 58.8 47 1,402 1,001 100 E - Study Room 128 8/ 9 82 73 75 57.3 152 3,009 250 8 /9 82 73 57.3 152 3,497 841 100 F - Laundry 289 8/ 17 89 76 75 57.3 754 14,916 1,000 8 /17 89 76 57.3 754 16,946 3,853 Zone - 001 Zn Tot/Ave 1,457 81 72 75 57.3 1,997 39,518 3,900 90 76 57.9 1,997 47,412 14,945 Zone -001 Zn Block 1,457 9/9 81 72 75 57.3 1,997 37,234 3,900 8/16 90 76 58.6 1,997 45,858 15,032 100 Lobby area, 1st fl Sys Tot/Ave 1,457 81 72 75 57.3 1,997 39,518 3,900 90 76 57.9 1,997 47,412 14,945 100 Lobby area, 1st fl Sys Block 1,457 9/9 81 72 75 57.3 1,997 37,234 3,900 8/16 90 76 58.6 1,997 45,858 15,032 Project Name: Student Residence TRACE® 700 v4.1 calculated at 10:33 AM on 09/13/2004 Dataset Name: C: \Temp \Barry dormitories 02.TRC Alternative - 1 Peak CIg Loads Main System report page 1 Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub -Total =_> Ventilation Load Exhaust Heat Supply Fan Load Return Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Reheat at Design Total Cooling Loads COOLING COIL LOAD INFORMATION Sensible Latent Btu /h Btu /h 11,818 2,162 2,037 0 0 0 0 4,973 3,900 12,173 0 37,063 3,900 0 0 3,900 5,111 11,132 16,243 26.0 % -793 0 -793 -1.3 % 0 0 0.0 % 0 0 0.0 % 0 0 0.0 % 972 972 1.6 % 0 0 0.0 % 4,973 4,973 8.0 % 0 0 0 0.0 % 0 0 0.0 % 0 0 0.0 % 0 0 0.0 % 0 0 0 0.0 % 47,325 15,032 Design Cooling Load Summary By Coltec Engineering, Inc. Student Residence Miami Shores System -100 Lobby area, 1st fl Zone - Zone - 001 Coil Location - Zone Coil Peak Calculation Time: August, hour 16 Ambient DB/WB /HR: 90 / 76 / 116 COOLING COIL SELECTION Coil Selection Parameters Total Percent Btu /h of Total 11,818 19.0 % 2,162 3.5 % 2,037 3.3 % 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0 % 4,973 8.0 % 7,800 12.5 % 12,173 19.5 % 0 0.0 % 40,963 35.7 % 62,357 100.0 % Coi Coi Coi Coi Coi Entering Air (DB / WB) Entering Humidity Ratio Leaving Air (DB / WB) Leaving Humidity Ratio Sensible Load Coi Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Engineering Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 79.2 / 65.6 °F 72.88 gr /Ib 57.3 / 55.6 °F 63.39 gr /Ib 47.41 MBh 62.36 MBh 57.25 °F 1,996.94 cfm 50.00 % 5.2 ton 280.38 ft /ton 1,457 ft 1.37 cfm /ft 384.29 cfm /ton 15.6 % TETD -TA1 Protect Name: Student Residence TRACE® 700 v4.1 calculated at 10:33 AM on 09/13/2004 Dataset Name: C: \Temp \Barry dormitories 02.TRC Alternative - 1 Design Cooling Load report page 1 Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub - Total =_> Ventilation Load Exhaust Heat Supply Fan Load Return Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lightinq Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Reheat at Design Total Cooling Loads COOLING COIL LOAD INFORMATION Sensible Latent Btu/h Btu /h 1,074 146 646 0 0 0 0 614 250 307 0 3,038 272 -124 0 0 0 206 624 614 0 0 0 0 0 4,630 250 0 0 250 536 0 0 0 786 Design Cooling Load Summary By Coltec Engineering, Inc. Student Residence Miami Shores System - 301 typical RA unit w roof Zone - 301 - Single RA Unit, SE Corner w/ roof Room - 301 - Single RA Unit, SE Corner w/ roof Coil Peak Calculation Time: September, hour 13 Ambient DB/WB /HR: 87 / 74 / 103 COOLING COIL SELECTION Coil Selection Parameters Total Percent Btu /h of Total 1,074 19.8 % 146 2.7 % 646 11.9 % 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0 % 614 11.3 % 500 9.2 % 307 5.7 % 0 0.0 % 3,288 30.7 % 808 14.9 % -124 -2.3 % 0 0.0 % 0 0.0% 0 0.0% 206 3.8 % 624 11.5 % 614 11.3 % 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0% 0 0.0 % 5,416 100.0 % Coil Location - Room Coi Coi Coi Coi Coi Coi Entering Air (DB / WB) Entering Humidity Ratio Leaving Air (DB / WB) Leaving Humidity Ratio Sensible Load Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Enaineerina Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 81.2 / 65.4 °F 68.49 gr /Ib 59.4/57.4 °F 67.22 qr /lb 4.63 MBh 5.42 MBh 59.36 °F 214.54 cfm 50.00 % 0.5 ton 398.85 ft /ton 180 ft 1.19 cfm /ft 475.39 cfm /ton 9.3 % TETD -TA1 Project Name: Student Residence TRACE® 700 v4.1 calculated at 10:33 AM on 09/13/2004 Dataset Name: C: \Temp \Barry dormitories 02.TRC Alternative - 1 Design Cooling Load report page 2 Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub -Total a> Ventilation Load Exhaust Heat Supply Fan Load Retum Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over/Under Sizing Reheat at Design Total Cooling Loads COOLING COIL LOAD INFORMATION Sensible Latent Btu /h Btu /h 281 77 5,280 0 0 0 0 614 250 307 0 6,809 143 -98 0 0 0 1,826 0 614 0 0 0 0 0 9,294 250 0 0 250 346 0 0 0 596 Design Cooling Load Summary By Coltec Engineering, Inc. Student Residence Miami Shores System - 329 Typical sgl 3rd fl w roof Zone - 329 - Single unit, South, Third FI w/ Roof Room - 329 - Single unit, South, Third FI w/ Roof Total Percent Btu /h of Total 281 77 5,280 0 0 0 0 614 500 307 0 7,059 489 -98 0 0 0 1,826 0 614 Coil Peak Calculation Time: November, hour 17 Ambient DB/WB /HR: 81 / 70 / 90 COOLING COIL SELECTION Coil Selection Parameters 0 0 0 0 0 0.8 % 53.4 % 0.0 % 0.0 % 0.0 % 0.0 % 6.2 % 5.1 % 3.1 % 0.0 % 71.4 % 4.9 % -1.0 % 0.0 % 0.0 % 0.0 % 18.5 % 0.0 % 6.2 % 0.0 % 0.0 % 0.0 % 0.0 % 0.0 % 9,890 100.0 % Coil Location - Room 2.8 % Coi Entering Air (DB / WB) Coi Entering Humidity Ratio Coi Leaving Air (DB / WB) Coi Leaving Humidity Ratio Coi Sensible Load Coi Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Engineering Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 79.5 / 64.3 °F 66.02 gr/lb 60.9 /57.3 °F 64.45 qr/lb 9.29 MBh 9.89 MBh 60.86 °F 452.17 cfm 50.00 % 0.8 ton 218.41 ft /ton 180 ft 2.51 cfm /ft 548.65 cfm /ton 4.4 % TETD -TA1 5/10 Project Name: Student Residence TRACE® 700 v4.1 calculated at 10:33 AM on 09/13/2004 Dataset Name: C: \Temp \Barry dormitories 02.TRC Alternative - 1 Design Cooling Load report page 3 Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub -Total =_> Ventilation Load Exhaust Heat Supply Fan Load Retum Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Reheat at Design Total Cooling Loads COOLING COIL LOAD INFORMATION Sensible Latent Btu/h Btu /h 1,854 85 168 0 0 0 0 870 500 435 0 3,912 316 1,181 -135 0 0 0 0 52 0 870 0 0 0 0 0 500 0 0 500 0 0 5,017 1,681 Design Cooling Load Summary By Coltec Engineering, Inc. Student Residence Miami Shores System - 330 Typical dbl 3rd fl w roof Zone - 330 - Double unit, East, 3rd Floor Room - 330 - Double unit, East, 3rd Floor Coil Peak Calculation Time: August, hour 9 Ambient DB/WB /HR: 82 / 73 / 107 COOLING COIL SELECTION Coil Selection Parameters Total Percent Btu /h of Total 1,854 27.7 % 85 1.3 % 168 2.5 % 0 0.0% 0 0.0% 0 0.0 % 0 0.0 % 870 13.0 % 1,000 14.9 % 435 6.5% 0 0.0% 4,412 55.9 % 1,498 22.4 % -135 -2.0 % 0 0.0 % 0 0.0% 0 0.0 % 52 0.8 % 0 0.0% 870 13.0 % 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0 % 6,698 100.0 % Coil Location - Room Coi Coi Coi Coi Coi C oi Entering Air (DB / WB) Entering Humidity Ratio Leaving Air (DB / WB) Leaving Humidity Ratio Sensible Load Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Enaineerina Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 78.8 / 65.6 °F 73.28 gab 56.5 / 54.8 °F 61.53 gr /Ib 5.02 MBh 6.70 MBh 56.52 °F 201.73 cfm 50.00 % 0.6 ton 456.84 ft /ton 255 ft 0.79 cfm /ft 361.41 cfm /ton 19.8 % TETD -TA1 Project Name: Student Residence TRACE® 700 v4.1 calculated at 10:33 AM on 09/13/2004 Dataset Name: C: \Temp\Barry dormitories 02.TRC Alternative - 1 Design Cooling Load report page 4 Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub -Total = => Ventilation Load Exhaust Heat Supply Fan Load Retum Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Reheat at Design Total Cooling Loads COOLING COIL LOAD INFORMATION Sensible Latent Btu/h Btu /h 3,518 1,260 1,404 0 0 0 0 2,867 2,100 1,433 0 12,582 2,810 -1,275 0 0 0 522 3,404 2,867 0 0 0 0 0 2,100 0 0 2,100 6,306 0 0 0 20,910 8,406 Design Cooling Load Summary By Coltec Engineering, Inc. Student Residence Miami Shores System - 400 Lobby, 4th fl Zone - 400 - Lobby area, 4th Floor Room - 400 - Lobby area, 4th Floor Coil Location - Room Coil Peak Calculation Time: August, hour 15 Ambient DB/WB /HR: 90 / 77 / 118 COOLING COIL SELECTION Coil Selection Parameters Total Percent Btu /h of Total 3,518 12.0 % 1,260 4.3 % 1,404 4.8 % 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0 % 2,867 9.8 % 4,200 14.3 % 1,433 4.9 % 0 0.0% 14,682 50.1 % 9,116 31.1 % -1,275 -4.3 % 0 0.0 % 0 0.0 % 0 0.0 % 522 1.8 % 3,404 11.6 % 2,867 9.8 % 0 0.0% 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0% 29,317 100.0 % Coi Coi Coi Coi Co' Coi Entering Air (DB / WB) Entering Humidity Ratio Leaving Air (DB / WB) Leaving Humidity Ratio Sensible Load Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Enaineerinq Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 83.5/67.6 °F 75.88 gr/Ib 56.6 / 56.4 °F 67.90 gr/lb 20.91 MBh 29.32 MBh 56.57 °F 821.02 cfm 50.00 % 2.4 ton 343.83 ft /ton 840 ft 0.98 cfm /ft' 336.06 cfm /ton 20.5 % TETD -TA1 Project Name: Student Residence TRACE® 700 v4.1 calculated at 10:33 AM on 09/13/2004 Dataset Name: C: \Temp\Barry dormitories 02.TRC Alternative - 1 Design Cooling Load report page 5 Load Component Solar Gain Glass Transmission Wall Transmission Roof Transmission Floor Transmission Partition Transmission Net Ceiling Load Lighting People Misc. Equipment Loads Cooling Infiltration Sub -Total ==> Ventilation Load Exhaust Heat Supply Fan Load Return Fan Load Net Duct Heat Pickup Wall Load to Plenum Roof Load to Plenum Lighting Load to Plenum Misc. Equip. Load to Plenum Glass Transmission to Plenu Glass Solar to Plenum Over /Under Sizing Reheat at Design Total Cooling Loads COOLING COIL LOAD INFORMATION Sensible Latent Btu/h Btu/h 29 18 77 87 50 43 3,05 500 0 0 500 669 1,502 -349 0 0 0 0 228 1,021 870 0 0 0 0 0 0 0 5,496 2,002 Design Cooling Load Summary By Coltec Engineering, Inc. Student Residence Miami Shores System - 430 - Typical dbl Rm 4th Fl w roof Zone - 430 - Double Unit, East 4th Floor Room - 430 - Double Unit, East 4th Floor Coil Peak Calculation Time: August, hour 15 Ambient DB/WB/HR: 90 / 77 / 118 COOLING COIL SELECTION Coil Selection Parameters Total Percent Btu /h of Total 297 4.0 % 180 2.4 % 774 10.3 % 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0 % 870 11.6 % 1,000 13.3 % 435 5.8 % 0 0.0 % 3,557 47.4 % 2,171 29.0 % -349 -4.7 % 0 0.0% 0 0.0% 0 0.0% 228 3.0 % 1,021 13.6 % 870 11.6 % 0 0.0 % 0 0.0 % 0 0.0 % 0 0.0% 0 0.0 % 7,498 100.0 % Coil Location - Room Coi Coi Coi Coi Coi Coi Entering Air (DB / WB) Entering Humidity Ratio Leaving Air (DB / WB) Leaving Humidity Ratio Sensible Load Total Load Cooling Supply Air Temperature Total Cooling Airflow Resulting Room Relative Humidity General Engineering Checks Total Cooling Load Area / Load Total Floor Area Cooling Airflow Airflow / Load Percent Outdoor Air Cooling Load Methodology 84.2/67.7 °F 75.14 glib 56.7 /56.5 °F 68.05 gr /Ib 5.50 MBh 7.50 MBh 56.65 °F 209.59 cfm 50.00 % 0.6 ton 408.13 ft /ton 255 ft 0.82 cfm /ft 335.45 cfm/ton 19.1 % TETD -TA1 9.1 4 Proiect Name: Student Residence TRACE® 700 v4.1 calculated at 10:33 AM on 09/13/2004 Dataset Name: C: \Temp\Barry dormitories 02.TRC Altemative - 1 Design Cooling Load report page 6