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Legal Description $$ec - 3C 7 a r! 54,4 Sa- 5. ':. S H ally Designated: Yes y No �/a Owner/Lessee / Tenant Ge.J- fry t U r 5/ Master Permit # L-117 8 4 Owner's Address // - e- , 4 /fag 1:244:1 57o Phone ro 09 - 3 7 ° Contracting Co. (, £l aT .P AL- / Address 9 57 So k /4 7S ,t<r°Ge kr is g- Qualifier 6J hiall t k SS# Phone /5$ Y 9 ' State # CC-G, / 1 o.9 7 Municipal # Competency # Ins. Co. A 2 -I co c�,J Architect/Engineer .409 Address Bonding Company 404 Address Mortgagor 1�� Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION Aid :2-e- 4Z7 ' f /•P A id "."0/e.-- e /�; tt 0.4-e . !cam PS // I Square Ft. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurat laws regulating construction and zoning. Furthermore, I authorize the above -n T U i'E1IIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address / ,4/ Tax Folio `/"" c-/ 3e s U® 0 - 0 ) 5 / r 811 15 ture of owner, Condo President Date so c . t.fir S ,N`� t`} J No as to Owner and/or Condo i resid My Commission Expires: 4 LoUISE C HARDENBURG My Commission CC471164 Pr Expires Jun. 12, 1999 Bonded by HAI 800.422 -1555 RADON $ 14 ° J ° 7 Date C.C.F. Estimated Cost (value!/ Ycc WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOIJR 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, ROOF t and MECHANICAL WORK. U - I r i ture of Contracto ctor or wor or Owner- Builder er -Buil er d that all work contractor to as to Col to: My Commission Expires be done in compliance with all applicable stated. Carolyn M DeNcire Notary My Comm. Expires 09.2001 1M. CG819900 Raided T1uu: Official Notary Service 1- (800) 7234121 Date Date APPROVED: QQ / Zoning Building 4 a q4 9/ o/q 1 Electrical Mechanical 666 PI i ng Engineering • Contractor's Ma•me: A '' �c7�`. Job Address: // 3n c7 PROCESS No. .7 4 'i' 1 , . % • = ROOF CATEGORY ❑ (Low Slope Application) ❑ (Nail -On Tile) (Mortar- Adhesive Set Tile) ❑ (Asphalt/Fiberglass Shingles) - _ ❑ ( Metal Roofs\Wood Shingles & Shakes) g h<.les) ❑ (other) ROOF TYPE ❑ New Roof RI, Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance rfr Flat Roof Area (ft2) Sloped Roof Area (ft V Total (ft -00 47 Exposure category (per ASCE 7-88): � Master Permit No. Building Classification category (per ASCE 7 -88 table 1): Ft. A r t. v Deck type: ATTACHMENT Fastener Type: DETAIL I & 2 ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) SPACING Field: Perimeter: Corner: Page -1 T r r r r ROOF PLAN Ridge Ventilation? MEAN HEICxr a( Deck type: m oo( Underlayntent: Insulation: 12" ROOF SLOPL D E T A I L 3 SLOPED SYSTEM DESCRIPTION / II Fastener tape & spadni: '1 `y J t AT } w� G " t OW Sheet: Q "# cu1 kbof Euv mitt: !/1 N t4_ p r , d <4 fo 77 Drip edge: TILE CALCULATIONS Page -2 (Pmax1: x X (Aerodynamic Multiplier): ) - M = M PCAi (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Pmax3: x X ( Aerodynamic Multiplier): ) - M = M PCA: PROCES5No. ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals S E ►�. 7d A7 • 0 N 13 5o1 Ligwelz, 9z 3 6o \ , _L3 _ 0 I/0 1 ( ti l b)- / ,4rec 6,44 6 a� a -2( Z x " ^ o6,5MIN WWA1 Pmt Q4.7•o a s N 49 Riptie 42, ow( 50 BASE SHEET FASTENING PATTERN' 6" 2" 11" 10" 11" 2" //I f BASEBALL FIELD SOCCER FIELD ° TRACK �-- n n n r1 SOFTBALL FIELD ®mp ® QC� LI PARKING COMMUTER STUDE'1T PARKING l I \ '•IIIIIIII '' _ r i— V'I�IIIiY N.E. 2nd AVENUE w S N E BARRY UNIVERSITY: CAMPUS MAP a (1) (2) (3) (4) (5) (6) (7) ( ( may (1 1) (12) (13) (14) (15) (16) (17) (18) 28 (19) (20) (21)1 (22)' (23) (24) (25) (26) (27) (28) (29) COR JESU CHAPEL THOMPSON HALL MONSIGNOR WILLIAM BARRY - MEMORIAL LIBRARY & WILLIAM LEHMAN ANNEX BROAD AUDITORIUM PELICAN THEATRE FINE ARTS DEPARTMENT ADRIAN HALL NATURAL & HEALTH SCIENCES' BUILDING WIEGAND & WIEGAND ANNEX KELLEY HOUSE FARRELL HALL LAVOIE HALL WEBER HALL BROWNE HALL SAGE HALL DUNSPAUGH HALL DALTON HALL HUMAN RESOURCES / RECEIVING RENEE MOTTRAM DOSS HALL FLOOD HALL POWERS BUILDING & ANNEX ANDREAS BUILDING GARNER BUILDING HEALTH & SPORTS CENTER SCHOOL OF PODIATRY ADULT & CONTINUING EDUCATION VILLA ALUMNI HOUSE - 166 NE 115th ST POOL e •e t • BTAO tlADr; METROPOLITAN DADE COUNTY, Ft.OfampA • — . - -- - -- --- MEMO-DADE FLAMER BUILDING. • • Monier Roof Tice _ _ 1900 Northwest 2I st Avenue Fort Lauderdale, Ft. 33111 Your application for Product Approval of haggiteikgfalladat Roofingaiie under Chapter $ of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction. and completely described ht the plans, specifications and calculations as submitted by itcdtand Technologies, The Center for Applied Engineering, Inc. mud Professional Service Industries, Inc. has been recommended for acceptance by the Building Coda Compliance Department to be used In Dade County. Florida under the specific and standard conditions set forth herein. 11te approval shall be valid for a period of three years. The Building Code Compliance Departinent reserves duo right to secure a product or material at any lime for aJabshe or manufacturer plant for quality control testing. if product or material fail to perform in the approved manner, the Code Compliance Department may revoke, modify or suspend the use of sues product or material immediately. The Building Coda Compliance Dcparintent reserves the right to require testing of dds product or material should any amendments to the South Florida Building Code be enacted affecting this product or material. The expense of such tenting will be incurred by Bus Manufacturer, PRODUCT NO.: ACCEPTANCE NO.: 94- 1221-0$ Raul Rodriguez DEC 7 9 8 7' Product Control Division EXPIRES: Supervisor This application for Product Approval has barn reviewed by the Metropolitan Dada County Building Code Compliance Department and approved by die Building Cote Cotumitteu to be used in Dade bounty. Irlorida,under the conditions set forth alcove. DEC 2 7 1991 ArrROVztD: - PLEASE NOTE - TIItS IS TILE COVERSIIEET.. Std ADDITIONAL PAGES FOR SPECIFIC AND CFNERAL CONDITIONS. BUILDING CODE COMMIT F.E £T /TO'd 1d OS d0 I'c19 01 0£L£ trBS 17S6 BUILDING coon COMPUANCE DEPARTMENT MfrrRQ-nnOE f1Aat.En $t1U,p o • HO MEW FLAMER STREET MIAMI, FLORWAA 43101161582 �'� {' NTtxOilaiQ�[c QCi' ce Nei FAX mom aT6-0oe Charlatt,ger, P.LL., Dlecct Building Code Compliance Department Mettupolltan Dade County °DOWNS NA 9tr :0'L LE. TT mu l Applicant: Monier Roof Tile 1900 Northwest 21st Avenue Fort Lauderdale, PL 331 1 1 Sic: Prepared Roofing Sub- Catena: Ti e Tathrt : Mortar Sct/Adhesive Set WTyp Concrete PRODUCT CONTROL NOTICE OP ACCEPTANCE ROOFING SYSTEM APPROVAL 2TJ d ld OS d0 ISO 01 0£L£ OBS i7E6 men ri en Monier Roof Tile is it metnber of the Rcdland Group, a world wide producer of primary building products and roof tile. Monier manufacturers concrete roof tile for nail -on, mortar set or adhesive set applications in plants throughout the United States ranging from Washington State to Florida. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer. iron and metallic oxides, and blended aggregates. This P tact a trot A �� [��.tl�V Roi""'r_ � Recmitan H�ni tits per. Refer to_uDKOpriale Prnduet Co n Irr.t Apps Car nther tike rp ache Monier sells tile systems through local distribution and directly to consumers. All profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as uedertayment. ventilation systems and flashing systems are also availabie. These accessories are manufactured for all profiles s and form a part of. thus Product Control Approval::.. • • • Monier's "Bermuda Flat" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, mortar Of adhesive sot tile applications. The minimum roof slope for Moniees "Bermuda Flat° . mortar or adhesive set tiles shall be 2":12 ". Sec the "Profile Drawing" section in this approval for the "Bermuda Flat" profile drawing. The Monier "Bermuda Flat" tile profile has been tested for both wind characteristics and static uplift performance, therefore, any consideration for installation sisal; be done as a 'Moment Based System'. Data for attachment calculations is noted itt Tables 1 through 3 adds approval. Contact: Reese H. Moody Technical Service Aecessgries Manager 1900 NW. 21st Avenue Ft. Lauderdale. FL 33311 {800) 432-2715 •, • cr' Rant tttkIrip.w, Product Control No.: 9 4:122..1118—: Approval Date: TEC 2 7 1 994 • Expiration Date: . 2 7 00atie1E id L17 :13T L6. TT 9113 r. TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED AYApPLICANT ‘ Test 1 'rPttsi ]�tme Product n '� Speelf�ikal Amoladan Bermuda Flat Flat 1 d IS" PA 112 Flat, interlocking, extruded eon&oto ' Tile was t monk equipped with two trails holes. t y °thic hick For mortar set or adhesive set applications. - Trim pled - — 1 e varies w 4 varies varying thickness ET/ 'd - Id OS AO III 01 OEL2 ITBS 1S6 PA 112 KW Rodriguez Product Control No.: Littay.Q8 Accessory.trin concrete.roof plceea for use at hips: r a kekridgesamd �va11 • for each terminations. Manufactured f file profile. • 03083 'c1d Lb:OT 46. TT Bflki 1_u i 1130 Felt 1143 Coated Base Sheet Mimn! Surface Cap Sheet Rainproof II Mapping Asphalt Flashing Cement Product Control No.: xUBB NAMgS OF PRODUCTS MANUFACTURED °TILER$ pliousbas N/A NM N/A Lenzingtex 213 140 59° x 164' roll Underlayment 22 lbs1roll 30" x75'rn1 36" x 75' roll or 60" x 75 Ice and Water Shield 36' x 75' roil N/A WA • Test ASTM 13 226 type 11 ASTM 13 2626 ASTM 13 249 ASTM D 312 type 111 or IV ASTM D 4586 £Ti170'd - Id OS dO IMO 01 0£L£ t'BS 1SE M 104 PA 104 PA 103 • Product Saturated organic: tall to be used as a nailed anchor sheet. Saturated and touted organic base sheet for single or double ply tmderlayment. Mineral surfaced asphalt roll roofmg for use as a top ply in a double ply ondcriayment system, Single ply, nallon tmdcrlaynient. Single ply, nail -on undertayrnent with 2" self - adhering lop edge. Self - adhering underlayment for use as a top ply in a two ply uuderlaymertt system with approved 11311 or 043 as the bass layer. Asphalt fee bonding a mineral surface cap to a mech. attached base sheet in a double ply underiaymcnt system. Cut back, asphalt based, asbestos free. ILycinforced. trawd� ads cement for repo -and /lashing applications. Magufir4gra gamic generic generic Legg Perfot trance, lac. PCA R94- 0527.05 Pretcct -Wrap. lac. PCA 194- 0714.01 Wit. Grace Co. • • PCA 11 92-1116.01 tater!c generic 0:70I 1E NA 817:0T L6. TT 6lti rCgdftal Asphalt Primer Roofing Nails Tin Caps Tile Nails RooiTile Mortar CTikritcr") RoofTile Mortar ("Qnikratc® Roof Tile Mortar 111 140') Reerrde Mortar ('8ONSAL i Roof Tile Mortar Mix") Roof Tile Adhesive (Potypror 1 AN 160) Valley Mashing min. 12 ga. with 't." head min. 32 ga. min. 1'4' ocl. • max. 2" od. min. lid x 2K" or muua. 0d x 3" NIA NIA NIA NIA min. 26 ga: min. 16" width £Z /S0'd 1d OS d0 I?39 01 02L£ 68S 1 S6 Test . " 1 61 Product cued AStM D 41 Cut back. asphalt based coating used to facilitate bonding of dissimilar materials. PA 114 Appendix B 1 114 Appendix E PA 114 Appendix 13 ASTM A 525 PA 123 PA 123 M 123 Prepared mortar mix designed for mortar set roof tilo applications. PA 110 Product Control No.: 944 r n Annular ring shank, trot dipped, electro or mechanically gale rooting nails for use in underlayment aftaclunent. Corrosion resistant circular disc for use in undcrlayment auacltment Corrosion resistant, screw or smooth Shank mils for additional tile attachment at cave tito courses. Prepared mortar mix designed for mortar het roof tilo applications. Prepared mortar mix designed far mortar set roadie applications. Adhesive designed for use in roof ilk applications. Galvanized steel valley flashing M rinfncIuiCc generic generic generic generic Bermuda Roof Company. In& PGA 194- 0614.01 ,........ . Quikrcto Canshuctlo - Products PCA /104.080‘.01 W.R. Bonsai Co. PCA 1194 - 0628.03 Polyfoam Products, Inc. PLAN' 4 LO 1 generic 03GUES c'Id 9b :0Z 2.6 . TT snu 4 proddlc pftggnsiQns MO Edge attn. 26 ga. min. 2" v flange min. 2° deck flange £t/90'd Tent PA I1I 5 ProdQct Control No.: .J4- 1.2214,_ Product notristika jWnnnfy-1ure Oalv®nlzed steel drip gawk edge R d ti nrl�i......� ' IA OS AO IND 01 0£2.£ vas 1S6 03OU IH NA 90:0T /.6. TT BllI Test Agency • 'The Center for Applied Engineering, Inc. £ZJLB'd The Center for Applied Enlgneering. inc. Redland Technologies Professional Sctvke industries. kw- • Ten ltErcoa'ii's. \ Test Identi•( 1 Test tiatne \ 94-084 Static Uplift Testing May 19 1f ` PAIOI ( Mortar Set) • 94 -060A Static Uplift Testing March. 1994 PA 101 (Adhesive Set) P0631 -01 Wind•Tunneiri'asting..: -: July:1994 PA 108 (Mortar Set) 224-47099 Physical Properties Sept. 1994 PA 112 Product Contra! Nos 0 1d OS d0 IZIO 01 0£L£ 08S iS6 OAS MA 6b:OT L6. 11 mu Deck Type: Deck Description: SYSTEM D: Slope Range: Underlayment: Roofing Tile: Comments: £TJBta'd Wood, Non - insulated New construction 19 4 3 ° or greater plywood or wood plank. Mortar or Adhesive Set Application 2 " :12" to 7 Note: System D is only acceptable in this slope range. SYSTEMS 11 INIJ D...Iris.. Product Control No.: Sehl2 Install choice of approved underlayment system, noted on Page 1 of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation 116. install tile in compliance with PA 120 using one of the approved mom or adhesives noted in this approval. Mortar or adhesive shall be applied in compliance with the mortar manufacturer's Roofing Component Product Control Approval. The mortar or adhesive attachment shalt provide sufficient attachment resistance expressed as a moment to meat or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attaalunent data is noted In Table 3, attached. 1. Tor re -roof applications, Is /R" plywood is an aaeptnble substrata 2. For mortar set applications, the first three courses of tiic shall be nailer with not less than ono nail per tile. As an alternate, the first three courses of tile• shall be applied in mortar over.a single layer of minimum 12 ga. wire mesh :' with square opdnings of not less than which is mechanically attached to the deck with not less than one reeling nail every i fit For roof pitches =front 6 " :l2` to 7":12`, every third tile of every fifth course...beginning at the eighth course, shall be nailed with not less than one nail tile. - Id 09 d0 INEI 01 t£L£ 1OBS VS6 00GUNS NA 617:0T 2.6. TT Bflk! SYSTEM x,1MITA : IONS Prodect Control No.: 94.1221 na 1. The standard minimum rod pitch for Monier "Bermuda Plat" mortar set or adhesive set tile applications is 2" rise in 12" rtrn (2"!12'). The maximum roof pitch for mortar set or adhesive act tile applications is 7" rise in 12"1•rn (7 ":12 "). Monier's "I3ertnudn Plat" tile profile has not been tested for nail -on applications. therefore, System A (Counter - Batten Nail -On Application), System 13 (Direct Deck Nail -On Application) and System C (Horizontal Batten Nail -On Application) do not form part of this approval. 3. System installation shall be in compliance with the system specifications outlined in this Product . . Control Approval. Mortnr..sct or _adhesive set. tile shall bcteltachecl. using .ors:•apl+roved:mortar•:onnr:• the adhesive noted in this Approval, the data of which is noted in Table 3 of this Approval. Tho method of attachment utilized shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with Dade County Protocol PA 115 or PA 127, 4. For mortar set applications, the first three courses of tile shall be nailed with not less than one nail per tilt. As an alternate, the first three courses of tilt shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings of not less than 't, which is mechanically attached to the deck with not less than one roofing nail every t ft'. For roof pitches from 6 " :12" to 7 " :12 ", every third tile of every fifth course, beginning at the eighth course, shall be nailed with not less than one nail per tile. S. For mortar set or adhesive set tile applications, a field static uplift test by a Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shall be required not less than 30 days after application to confirm tile adhesion. The results of this testing shall be reported to the Building Official and the installer stating that the application has•passe d or fabled PA ee.4.. •e.•.�,�.: 106 testing, if the application fails PA 106 testing, the rcpori shall state which portion of the test . was failed; Category 1(examination for loose tile) or Category 2 (uplift testing of tile). Subsequent: • • - ..•• :1.• •• to testing, the installer may repair not more than 5% of field area tiles and 10% of perlcnetcr• area. • 15 (i.e. ridge/ rake) the with approved tile adhesive. The Installer shall place an identifiabis marking on each repaired tile for future reference. Any PA 106 retest shall not baclode any marked tile. 6. For mortar or adhesive Set tits applications, 30/90 hot mopped underlaymcnt applications may be installed perpendicular to the roof pitch prior to km* I, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlayment systems shall be installed parallel to die roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. 7. All tiles shall bear the imprint or identifiable marking of the Manufacturer's name or logo for identification in the field. 11. The Monier "Bermuda flat" the profile has been tasted for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 115 or PA I27 shall be done as a'Moeisent,Bascd System' 2[J60'd 1A OS AO INS 01 0£L£ 'WS t7S6 // O3G1S2IS 8A OS :WE 2.6. TT mu f SYSTEM LIMITATIONS (CONTINUED) 9. Applications for roofing permits shall include m' a completed Section 11 of the Uniform L3uitding Permit, a copy of Monier Roof Tilc's current specifications end details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Contponegt used in the proposed tilt application. Reference shall be made to appropriate data for the required fire rating. 10. The applicant shall retain the services of a Dade County ccrtii'tcd• besting labotatorg: to'rnaintain .. quality control in compliance with the•South Ftoridasf3uilding Ode •.njtdaretatedyrotonois„- +SatnpJ r ,..,v... taken shall be in compliance with Dade County Protocol PA 112, Appendix' W. 11. Any amendments to these provisions shall be in compliance with Stations 203 and 204 of the South filorida Building Bode. £TiOT 'd 1d OS AO IND 01 0222 I78S VSS Raul Rodriguez Prahtet Control No. _ n4 03011b NE NA TS :0T LS. TT enu DATA FOR ATrACIf iWENT CALCUIJITIQNg . Table 1: Aerodynamic Multipliers - A. (ft ) from PA 108 Testing Tile Profile Monier Mission Barrel Tao 3":12" 5.20 Table 2: Restoring Moments due to Gravity - M (ft -lbf) from PA 101 Testing 4":12 6.12 Table 4; Attachment Resistance Expressed as a Moment « M1 (ft- lbf) • from PA 101 Testing Tile Application Mortar Set - fibs Profile Attachment Resistance ' 39.00 110.90 £T /TT'd '1d OS AO INS 01 0£L£ 1799 1796 Raul Rodriguez k Product Control No.: . .9q -t22 j 0S T":i2" or greater mama NA TS:OT 2.6. TT 9flti PROFILE DRAWINO MON1ER ROOD 111E • sr or tt« ' l.tlhuo= VIII (II* - Milt CI 1M1 outs ro DIES $L . j jIL Dr.ss t i to te..Ift o• er I ' 1 £t /Et 'd •f BERMUDA FLAT FLAT TILE • k Product Cantu)! No.: • 94- 17,?14 Raul Rodriguez OS AO I 119 01 la£L£ 'WS 17S6 O3QkRIE SA TS :0t 2.6 . t T Ofld Hon £V39t ld '1d101 Has �- ETIIOD • t. Extensions of Acceptance may be eonsidered•afer a new application has been filed and the supporting data, test reports no older than ten (IQ) years, have been re- evaluated: 2. Any revision or change In the materials, use. i+r manufacture of the product or process shall automatically be cause for termination. unless prior approval is granted for revisions or change, 3. Any unsatisfactory performance of this product or process or a change in Code provisions slued be grounds for re- evaluation. 4. This acceptance shalt not be used as an endorsement of any product for sales or advertising purposes. 5. The Notice of Acceptance number preceded by the words Dade County. Florida. and followed by the expiration date may 6e displayed in advertising titanium. If any portion of the Notice of Acceptance is displayed, Ater it shall be done in its entirety, Product approval drawings, where required for permit application; shall he provided to the applicant by the manufacturer or his distributors tmtess otherwise noted in they Notice of Acceptance. The prints need not be re -sealed by an engineer. 6. IMO All reports of retesting shall bear tke seal, signature and date of no engineer registered In the State of Florida. 7. Failure to comply whit the Standard Conditions shall be cause for termination of the ApprovaL This approval supersedes all previous approvals. 21/2I 'd 'ld OS AO IN9 01 0£L£ tOBS KS 1 ■ ul Rodriguez Product Control Division Supervisor • 03a8218 NA ES:Ot L6. TT 3fld "4 ENVIRONMENTAL TESTING SERVICES INCORPORATED August 7, 1997 Mr. Robert Tedder Independent Roof Testing & Consulting, Inc. 3944 N.E. 5th Avenue Oakland Park, Florida 33334 RE: Barry University Farrell Hall 11300 N.E. 2nd Ave. Miami Shores, Florida Report # ETS97- 383RAS Dear Mr. Tedder: Pursuant to your request and our agreement, ETS ENVIRONMENTAL TESTING SERVICES, INC. has performed an Asbestos Roof Survey on August 7, 1997 at the above referenced facility. Survey Limitations: This inspection report is the result of a diligent search of the facility for asbestos containing roofing materials (ACRM). All analyzed samples were readily available to our surveyor. If in the course of a renovation or demolition activity, additional suspect materials become exposed, all activities should immediately cease and the suspect material brought to our attention for evaluation and recommendation(s) if necessary. The scope of this inspection to perform a survey of roof surfacing materials for suspect ACM. Therefore only roofing material was sampled and all other building material is NOT included in this inspection survey report. Laboratory Methods: Each sample was retumed to the laboratory at ETS ENVIRONMENTAL TESTING SERVICES, INC., logged, and stored for analysis. All analyses were performed using the Polarized Light Microscope (PLM) Method 40 CFR Ch.1, Pt. 763, Subt. F, App. A Pgs. 293 -299, 1 -1 -87 ed.; (Polarized light microscopy in conjunction with dispersion staining). The scope of our investigation consisted of the following: Nine (9) random locations of roof system materials were chosen by our Certified Technician to secure as bulk samples for analysis. • Samples for asbestos analysis were taken on any visibly potential Asbestos Containing Materials (ACM). Samples were placed in plastic bags and labeled for further analysis. • All secured bulk samples were analyzed by Polarized Light Microscopy to verify asbestos content. • Preparation of final report The roof of the building is an A- Framed flat tile roof. Asphalt is present surrounding the pipe vents. The roof occupies an area of approximately 5,342 square feet. Based on our survey and bulk sample analysis, it was evident that NO asbestos fibers were fetected in all the samples collected. 7775 Miramar Pkwy. • Miramar, FL 33023 (9541 981 -6838 • Fax (9541 981 -6839 ENVIRONMENTAL TESTING SERVICES, INC. greatly appreciates the opportunity to provide high quality, low risk environmental services at a reasonable cost. It has been a pleasure working with you and we look forward to doing so in the near future. Should you have any questions or comments, please do not hesitate to call. Respectfully submitted, ETS ENVIRONMENTAL TEST,' SERVICES, INC. Dennis Emerson I.H. AHERA Inspector Certificate No. 2613 ZA # 0000218 I hereby certify that the Roof Asbestos Survey conducted on August 7, 1997 at the Barry University, Farrell Hall, 11300 N.E. 2nd Avenue, Miami Shores, Florida, was performed by Dennis Emerson, an E.P.A. Accredited A.H.E.R.A. Inspector utilizing the Code of the Federal Regulation Standards, 40 C.F.R., Part 763, Subpart E, Section 763.80- 763.99 and the State Asbestos Regulations, Florida Statues 469.003. A.H.E.R.A. Building Inspector: Reviewed by: Dennis Emerson I.H. AHERA Certificate No. 2613 Da e 9 7 0 .97 Bruce Marchette, C.I.H. D:te Florida Certified Licensed Asbestos Consultant No. IA0000041 ,* ETs ENVIRONMENTAL TESTING SERVICES, INCORPORATED • • ® / © \ 7775 Miramar Pkwy. * Miramar, FI. 33023 (954) 981 -6838 * Fax (954) 981 -6839 • pips vNNT O RE-sei-NT s S Ptalp Sample # Location of Sample Description _ Condition _ Asbestos 1 Pipe Vent Asphalt F.C. NAD 2 Pipe Vent Asphalt F.C. NAD 3 Pipe Vent Asphalt F.C. NAD 4 Field Membrane F.C. NAD 5 Field Membrane F.C. NAD 6 Field Membrane F.C. NAD 7 FeId Membrane F.C. NAD 8 Field Membrane F.C. NAD 9 Field Membrane F.C. NAD Client Name : Independent Roof Testing & Consulting Project Name : Report Number: Sampled By : Dennis Emerson BULK SAMPLE TRANSMITTAL FORM Barry University Farrell Hall 11300 N.E. 2nd Avenue Miami Shores, Florida ETS97- 383RAS Date Collected: 08 /08/97 NAD - NO ASBESTOS DETECTED SAMPLE CONDITION CODES G.C. Good Condition F.C. Fair Condition P.C. Poor Condition P.D Physical Damage W.D. Water Damage F Friable N.F. Non - Friable H. Con. High Contrast M. Con. Moderate Contrast L. Con. Low Contrast Sample Number Anal. Init. Sample Item Description Asbestos Percentage & Type Identified Percentage & Type Non- Asbestos Fibers Percentage Non -Fiber Mat. 1 DKE Asphalt NAD 100 Matrix 2 DKE Asphalt NAD 100 Matrix 3 DKE Asphalt NAD 100 Matrix 4 DKE Membrane NAD 20 -25 Cellulose 75 -80 Matrix 5 DKE Membrane NAD 20 -25 Cellulose 75 -80 Matrix 6 DKE Membrane NAD 20 -25 Cellulose 1 75 -80 Matrix 7 DKE Membrane NAD 20 -25 Cellulose 75 -80 Matrix 8 DKE Membrane NAD 20 -25 Cellulose 75 -80 Matrix 9 DKE Membrane NAD 20 -25 Cellulose 75 -80 Matrix ETA Environmental Testing Services, Inc. 7775 Miramar Parkway Miramar, Florida 33023 (954) 981 -6838 Project : Barry University(Farrell Hall) Lab Code : 230 Dennis Emerson I.H. Microscopist Environmental Testing Services, Inc. N.A.D. = No Asbestos Detected * = In Silver Paint W . -1... f Contractor's Name: 6 .o k. A ❑ (Low Slope Application) Ft. A Ft. v A w Deck type: ATTACHMENT Fastener Type: 57 A SPACING Field: Perimeter: Corner: DETAIL 1 & 2 es1NNCUUSi UNIFORM ROOFING PERMIT APPLICATION PROCESS No. ROOF CATEGORY ❑ (Nail -On Tile) Job Address: 1/ 30 ,4/‘ ®Z /lye L l�S ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof RI Re- roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft2 Sloped Roof Area (ft) 4 9/O 56 Tota1(ft2 / 7/(--' Master Permit No. Exposure category per ASCE 7 -88): Building Classification category (per ASCE 7 -88 table 1): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) Page -1 r � r r r r r (Mortar- Adhesive Set Tile) ROOF PLAN t V AI LI' tostava ittrtyr LL ty r 1%1111 1 ItIBA. 1 non PROCESS Ridge VentiletIon? I Scoge SLOPED SYSTEM DESCRIPTION MEAN HEIGHT g, Deck type: 1 (/ Underlayment: Insulation: 12" ROOF SLOP/ DETAIL 3 /t/A4 Fastener tytte Spacing': 7 N At'of 5,6,,,AK• 6 cap sheet - 7 0 # c A , Drip edge: Pl • ROofeng: calor A /6 ATTACHMENTS REQUIRED 1) Fire Directory Listing Page 2) Dade County Product Control Notice of Acceptance-Cover Sheet a) Specific System Description b) Specific System Limitation c) General Limitations _._ L d) Applicable Detail Drawings 3) Municipal Permit Application 4) Other Component Approvals TILE CALCULATIONS (Pmaxl: X X (Aerodynamic Multiplier): ) - M M PCA (Pmax2: x X (Aerodynamic Multiplier): ) - M = M PCA: (Prnax3: x X ( Aerodynamic Multiplier): ) - M = M PCA: Page-2 BASEBALL FIELD 1 7- 1 • i "-- 1 ' SOCCER FIELD ® ® O 24 TRACK / SOFTBALL FIELD ,nn isirmJ ®mp® LJ TENNIS / PARKING COMMUTER STUDE'JT PARKING BASKETBALL RACQUETBALL NORTH MIAMI AVENUE ' =,,IIIIIIIIL I - -- J, I i r rl;I I r't J illJr ill! 21 Iiii Fat ill IlLAI 1 snit►' ® +l�. ' MAIN 1 ENTRANCE vlsITOR ` v PARKING C "� N.E. 2nd AVENUE 11`I1� \ -__ s w E N BARRY UNIVERSIT ? CAMPUS MAP . - (1) COR JESU CHAPEL (2) THOMPSON HALL (3) MONSIGNOR WILLIAM BARRIO MEMORIAL LIBRARY & WILLIAM LEHMAN ANNEX (4) BROAD AUDITORIUM (5) PELICAN THEATRE (6) FINE ARTS DEPARTMENT (7) ADRIAN HALL (8) NATURAL & HEALTH SCIENCES BUILDING (9) WIEGAND & WIEGAND ANNEX (10) KELLEY HOUSE (11) FARRELL HALL (12) LAVOIE HALL (13) WEBER HALL (14) BROWNE HALL (15) SAGE HALL (16) DUNSPAUGH HALL (17) DALTON HALL (18) HUMAN RESOURCES / RECEIVING (19) RENEE MOTTRAM DOSS HALL (20) FLOOD HALL (21) POWERS BUILDING & ANNEX (22) ANDREAS BUILDING (23) GARNER BUILDING (24) HEALTH & SPORTS CENTER (25) SCHOOL OF PODIATRY (26) ADULT & CONTINUING EDUCATION (27) VILLA (28) ALUMNI HOUSE - 166 NE 115th ST (29) POOL 1RRELL. A T , `1$4''2 . 05 9 zoo -" 1144 Xtoci1` Jim RtP& 42 Vii 1104 'r awe, ;°W L4 06.5EVArTIMO Pa,L P�E1Xb lithwar Evs t D with rs,r4K (-1 BASE SHEET FASTENING PATTERN 6" O O cV o-- o 0 0 o 0 2" 11" 10 11" 2" Bob Tedder, President Senior Consultant GRI 951 South Andrews Avenue Pompano Beach, Florida The roof passed in accordance with Dade County Protocol PA -106. Yours truly, L Independent Roof Testing & Consulting of S. Florida September 8, 1997 Anthony Tomassi Field Operations'li�R INDEPENDENT ROOF TESTING of South Florida, Inc. AT /da RE: Barry University Farrell Hall 11300 Northeast SecondAvenue Miami Shores, Florida Permit #B97 -03399 IRT #7670 Anthony Tomassi Field Operations Manager Pursuant to your request, Independent Roof Testing and Consulting of South Florida, Inc. (IRT), performed uplift tests on the tile roofing at the above address. The tile is Flat. The roof area tested is approximately 1900 square feet in area and was tested at thirty (30) locations. The tiles had been installed using the "Foam Application" method. The uplift tests consisted of placing a load test device manufactured by CHATILLON (Model DFIS), over the tile with an adjustable connector placed under the front lip of the tile, and gradually increasing the pressure. The gauge readings are indicated in pounds. Pressure was exerted on the tile until a reading of thirty five (35) pounds was obtained. Visible separation was noted at zero (0) test locations at this reading. IRT's responsibility in this project was specifically uplift testing to a specific point. No other conclusions or observations are expressed or implied. The tests were conducted, and the results have been reported in accordance with Dade County Protocol, PA -106. IRT appreciates this opportunity to be of service. If you have any questions, or need additional information, please do not hesitate to call. Richard Yates P.E. Project Engineer 3944 NE Fifth Avenue Oakland Park, Florida 33334 Phone: (954) 630 -0201 Fax: (954) 630 -0506 1 /A / 28 27 26 21 20 25 24 23 18 17 16 19 29 30 13 12 11 10 Farrell Building Barry University 11300 NE 2nd Avenue Miami Shores, Florida IRT #7670 PA106 Test Locations September 8, 1997 Tested at 30 Locations All Passed N 68' Lower Roof SYNERGY Certificate of Calibration Labs, Inc Manufacturer: CHATILLON Model Number: DFIS -100 Serial Number: 25187 Customer SN: 25187 Description: FORCE GAGE Customer. INDEPENDENT ROOF TESTING Certificate Number. 52687 This certifies that the above equipment was calibrated in compliance with the requirements of ANSUNCSL -Z540- 1994, MIL -STD 45662A, ISO 9002 4.10/4.11, ISO Guide 25, ISO 10012 using applicable procedures. At planned intervals, Synergy Labs, Inc measurement standards are calibrated by comparison to or measurement against national standards, natural physical constants, consensus standards. or by ratio type measurements using self - calibrating techniques. National standards are administered by NIST (National Institute of Standards and Techndogy) or other recognized national standards laboratories. Supporting documentation relative to traceability is on file and is available for examination upon request. Limits: MAX USE 80% FULL SCALE Remarks: UNIT RECEIVED IN TOLERANCE - NO ADJUSTMENTS REQUIRED Calibration Date: 9/5/97 Calibration Due: 12/5/97 Reference Standards Used: Model Serial Trace Manufacturer Number Number Number Cal Due Date AMETEK -M&G WG-23 18830 48037 4/28/99 Synergy Labs, Inc 8211 NW 64 ST #3 Miami, FL 33166 Ph (305)- 477 -54 William Everett Quality Assurance