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946 NE 96 St (9)MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address J • S. Carroll Date 6/6/56 ,I9 No. .20 Street__11Ei_.104,_.,Sti.. Registered Architect and /or Engineer Name and address of licensed contractor Lang ..8ao11ng_ rid_.. Tile Ina.. ..4 79th, St. Location and legal description of lot to be built on: Lot Block Subdivision.. Street and Number where work is to be done 946..E_96th__St. State work to be done and purpose of building (by floors) and for no other purpose. New Building .X Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering tile Estimated Total cost of improvements $ 865..00 Amount of Permit $.. 5.0.0 Zone cubage required _Plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor 1 hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building pennit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcontractors, _p work Op le performed waxier this permit, as are licensed by Miami Shores Village. Lang Roofing and Tile t:o. r inc. Remarks (Signed) ,__f > STATE OF FLORIDA, COUNTY OF DADE. Ss' Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that he is the of the above described construction, that he has carefully read the foregoing application, and that he did sign the same, and that all facts therein by him stated are true. Permit No Date Read, Sworn to and Subscribed before me. Disapproved Date Notary Public, State of Florida ( Signed) Building Inspector My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ...._.. Member Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. Zara e Associates I Roof ink Laboratory Testing and Research Moisture and Up —Lift Testing Date: 12/10/97 Property address: 946 NE 96th Street, Miami Shores, Fl Owner: Christensen Contractor: Obenour Roofing Permit #: 42087 City: Miami Shores Type of Tile: Monier Bermuda flat Product Control #: 94- 1221.08 Roof Slope: 3/12 Sq.ft. area: 3,200 sq.ft. approx. Testing Equipment: Chatillon - DFIS 100 2524 W. 3rd. Avenue, Hialeah, Florida 33010 0954 }433 -1484 * {454 }437 -2332 * Fax {954 }437 -2296 Metro -Dade County Certification No. 94- 0125.0E December 11, 1997 RE.: TEST TO DETERMINE ROOF TILES ARE SECURED TO DECK AFTER 72 HOURS INSTALLATION - ADHESIVE SET - SOUTH FLORIDA BLDG. CODE 3404.3 The purpose of this quality control test is to confirm that there exists sufficient bonding by the adhesive to the tile and underlayment in the tile system applied; it will be determined whether 75% of the tile bonds to be tested in three different roof areas, provides sufficient resistance to an arbitrary static uplift load applied on the tile. This procedure will satisfy the Building Code Compliance requirements set forth in Protocol PA 106. Tiles have been tested on three different roof areas: field, perimeter and comer areas. Prior to testing, dimensions of these areas were determined and recorded according to Chapter 23 of South Florida Building Code. Tiles selected at random from the three different areas, were lifted by hand, in order to test for loose components. LOAD APPLICATION: An arbitrary load of 35 Ibf. has been applied to each tile, holding the Toad for 5 seconds. Test results are tabulated as follows: AREA # PULLS LOOSE TILES BROKEN/ CRACKED TILES ADHESIVE DELAMINATED FROM UNDERLAYMENT TILES DELAMINATED FROM ADHESIVE Field 41 none none none none Perimeter 49 none none none none Corners 32 none none none none Enclosed find a sketch of the test site roof, indicating field, perimeter and corner areas with dimensions, and also, location where pulls have been conducted. XX XX Truly yours, O ( j , nor, .lik /G' ident Encl. Sketch More than 75% of the tile bonds tested in each of the three areas, provided sufficient resistance to the arbitrary load applied. More than 25% of the tile bonds tested in each of the three areas, did not provide sufficient resistance to the arbitrary load applied. More than 10% of the components have been determined to be "loose" components. The static uplift quality control test for the property in question, complies with the Code requirements 3404.3 and Protocol PA 106. ZARA AND ASSOCIATES, INC. , ftcami, (ta RICARDO A /CARLES, P.E. PROPERTY LOCATED AT 946 NE 96TH STREET, MIAMI SHORES, FL 6 Field ® Perimeter 0 Corners 37 ft Q 28 ft ♦ 34 ft ♦ 8ft ^. . . i ■ ♦ • . . -e, ) 1 ` • 1 A e I ` i i I 4 `� , ® ' ®1 \ ® i i I \ • • i ' `\ ._ J' e ' \ , I \ ( ® I . 1 \ 1 ♦ \ 1® \ 1 11 8ft FRONT 20 ft 48 ft i i� .' e i I ® \ ® I \ 1 \ \` I . I i • \'. ` \ �- d I. I • I ® � 1 i %\ ® 1 ® ® -/ \ 1 i sr I . ' ' ® i_ ® \. I L' ® i ' ® \ `J t a • 20 ft loft 35 ft PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 1 48/i6 Job Address 9 tko N E 56 sr. m-9m i Tax Folio //- 3.,2 of - ev$L 57c' Legal Description Le T 3 - LocK 7E ! 1e To 3HistoricallyDesignated: Yes No ./ Owner/Lessee / Tenant d>")AK GRkt T H, C'HR.isTi 9 ivy 0 /v Master Permit # 3 0 0/ Owner's Address 94'4 / � 94/ , ST . ��Am 5, Lea,' 40 1; /-e',/ 1 //V7 -' Vl Signature ckArner and/or Condo President Date No as to Owner and/or Condo President My Commission Expires: NOTARY PUBLIC, STATE OF FLORIDA. MY COMMISSION EXPIRES: Sept. 30, 1995. BONDED THRU NOTARY PUBLIC UNDERWRITERS. t C z9 FEES: PERMIT sr RADON / d / 5 Dafe C.C.F. ' Phone 76 . 98c Contracting Co. Ad4,4 1.?)4i �� � �r���.;/� , r `:% Address ���✓/ � � � �l .3 Qualifier 1 - tJ - - /e>; ?( /,> 4 ) SS# " - Phone S P - 7y 2 State # Cie G7 7 / Municipal # Competency # Ins. Co. Architect/Engineer / /1/ /4'" Address Bonding Company / Address Mortgagor ;VA Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAI4ROOFING PAVING FENCE SIGN WORK DESCRIPTION rf 7')/i' ! et el,xJ il /4c A - s7/70„ / / /r.,f 7' .67"`Lc-' Square Ft ' M /1 . fi'lleu - • /h‘ 4 . us Estimated Cost (value) 1 940 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. �-' " Si eff ure of Contractor or Owner- Builder Notaly as to Contractor or Owner- Builder My Commission DOWRY PUBLIC, STATE OF FLORIDA. MY COMMISSION EXPIRES: Sept. 30, 1991. BONDED TIIRU NOTARY PUILIC 11NDBRWRITTIUt, NOTARY TOTAL DUE c.c z.gsz- APPROVED: _ P Zoning Building ' / Electrical Mechanical Plumbing Engineering Date r BUILDING ELECTRICAL PLUMBING ROOFING Tit MIAMI SHORES VILLAGE. PERMIT N9 3802 Owner of Building !architect ..ontractor :r Builder • .egal Lot )escription ! B1 address of , wilding / • CONTRACTOR OR BUILDER Work to be performed under this Permit • n f . BY FLORIDA DATE / Contractor's 7' License No. ! 195 ._ Subdi- vision Value of Project $ Amount of Permit This permit is granted to the contractor or builder named above to construc the building or to install the equipment or device described in the application .erefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, :rawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any line if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is .ranted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations ertaining to the work covered hereby whether shown on the plans or drawings cr in the statements or specifications and that he assumes responsibility for work one by his agents, servants or employees. Signed. BY 1r ,;);1 / 4 INSPECTOR In consideration of the issuance to me of this permit I agree to perform the work covered hereunder in compliance with all ordinances and regulations ertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In ac- opting this permit I assume responsibility for all work done by either, myself, my agent, servant or employee. AUTHORITY e,41W Sik D a t e / o - 3/ —97 J o b A d d r e s s f v /1/41, E . 9 6, 7.d 577 Tax Folio / 11- 3: OCv -- ©r - - ) Cl -7 0 L( 3 P6 t* 34-4 Legal Description R is K 7 &' /co x/ 4:. Historically Designated: Yes Owner/Lessee / Tenant C T trY C f / S EA) - 00 {, Master Permit # Owner's Address <314 /lJ C . 7i �� -°- 5 l • Phone / 5 Contracting Co. v/5040 o d,[ / e /- - Address State # Municipal # 0p4004 (V4 Competency # Architect/Engineer / Address Bonding Company it/j Address Mortgagor Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING ' AVING FENCE SIGN WORK DESCRIPTION 7 o /= F 7 4 /aF . 7;• Op / 31 /- ° t �iuro✓ 711e ,, ici. /0e ,% of as a-c%s/ ✓ p 4 N<i Square Ft. 7 j 2,6 u c g 7/1 WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY (IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Furthermore, I authorize the above -named contractor to do the work stated. Signature of owner and/or Condo President Notary as to Owner My Commission FEES: PERMIT APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE RADON ,./- ; /3c/P'Y CondosPAFNEK D. HAfRat i t %COMMISSION # CC623733 t EXPIRES MAR 12. 2001 ,, ^� BONDED THROUGH �'0 A AW N=C BONDING CO., INC. C.C.F. Building / 4 g 7Phone 7 .1 -. G / L Address Estimated Cost (value) l f 1 to J f Notate• Contractor or Owner - Builder ate p�R D. HART ISSION # CC623733 EXPIRES MAR 12, 2001 BONDED THROUGH ATLANTIC LONGING CO., INC. ature of Contractor or Owner - Builder NOTARY Electrical No i Ins. Co. o .✓ 4 /t f ,-3)?7 D/ ate Plumbing t Engineering NOTICE OF COMMENCEMENT A ECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. `•/ 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: M t AM f S,-RCS 5 EC 3 Pa f ( -37 DoT _34 q P Uc to k, y a qq, Al: 6. 96 r- ST M (Am f 5 f+a,Q rC-_ 33 r3 e 2. Description of improvement: 3. Owner(s) name and address: M. G AR C-T- NI . 04R1 sit. sc Interest in property:OG.41/6e, CGA566 - / 4 o"'^z- RCS, Name and address of fee simple titleholder: 4. Contractor's name and address: O/°sz /Lao 0-4* , , 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and addreS's: F e -e'r'r 7. Persons within the State of Florida designated by Owner upon whom er documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: PA'I'R, CK kaGCY .44 (214;,,L- Fr : 33 30 / ' 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: S A4/6 AS zaE 7 9. Expiration date of this Notice of Commencement: the expiration date is 1 year from the date of recording unless a different to is specified) 1 `Sugr}ature of Owner P6I7 Prin t Owners Name 6 - E4) Sworn to and subscribed before rrat tpb 3(.) ay.of 6 , 19 57 . e tkr" 6 SANDRA D. HART ■Itr t< c'COMMISSION # CC623733 XPIRES MAR 12. 2001 Notary Public r BONnFn THRCM Irtm S A N e u w N ? G cc.. "c. Print Notary's Name My Commission Expires: dl - 3 a °Co - O I +- aQ 7c 97R497431 1997 OCT 31 10:24 lyG) NC gC¢ 7 3�/ 3f vl C iscSvue u , ... t ii : ,.'cu rt , ' T q r+r r ?' J. 5 : 05 z: i's% S { U , ryClu: I.' S u r rE. a o (o t 4 /0/ C- M o c..iA eo Prepared by: SC2rr1, Af rJ �7� Address: 41 60 V i /MatSc J Y Ajo//y ; Fe. j.3c +230152 2 0: ❑ (Low Slope Application) Ft. Ft. •Includes Mortar and Adhesive Set Tile Supplement No. 3 Fastener Type: DETAIL 1 & 2 5103 APPENDIX E SOUTH FLORIDA BUILDING CODE (REVISED 19941 Contractor's Name: Ot3 OJ1- Job Address: r/o V % G s7 ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Asphalt/Fiberglass Shingles) ❑ ( Metal Roofs \Wood Shingles & Shakes) ❑ (Other) ROOF TYPE ❑ New Roof ❑ Re roofing ❑ Recovering ❑ Repair ❑ Maintenance Flat Roof Area (ft) Pe Slo d Roof Area (ft) L ot. Total (ft) ') 0 ' Master Permit No. Exposure category (per ASCE 7 -88): L Building Classification category (per ASCE 7 -88 table I): t ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) n v A v Deck type: ATTACHMENT SPACING Field: Perimeter: Corner: 3 5101 -7 g (Mortar -Set Tile) * ROOF PLAN MFANte an" Supplement No. 3 Deck type: Underlaymeut: Insulation: ROOF SLOPE DETAIL 3 SLOPED SYSTEM DESCRIPTION Fastener type & spacing Cap Sheet: Roof Covering: t>( TILE CALCULATIONS (Pmaxl:12— 3 x X (Aerodynamic Multiplier): - Y o f ) - M S = Mri: / ?' / ' PCA: /J i !► 7' y r:: (Pmax2:��3' X X (Aerodynamic Multiplier): • 1' ) - Ms: = /_ Sr PCA: /11- M Sy : (Pmax3: X)t (Aerodynamic Multiplier): • 2 ' 4 ) - M =M rl• / PCA /1 $ SOUTH FLORIDA BUILDING CODE (REVISED 1994) 5101 -8 7 r 7* otiGQ � nu,t Pali 44k /S "vi.vd T`4 1 /y 2,614..19atd. Drip edge: ATTACHMENTS REQUIRED I) 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 METRO DADE Monier Roof Tile 1900 Northwest 21st Avenue Fort Lauderdale, FL 33111 METROPOLITAN DADE COUNTY, FLORIDA MET IO•DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE DEPARTMENT SUITE 1603 METRO -DADE FI.AGLER BUILDING 140 WEST FLAMER STREET MIAMI. FLORIDA 33130 -1S03 (305) 775.2001 FAX (305) 776-2001 Your application for Product Approval of Monier Roof Tile Mortar or Adhesive Set Concrete "Bermuda Flat" Roofing Tile under Chapter 8 of the Metropolitan Dadc County Code governing the use of Alternate Materials and Types of Construction, and completely described itt the plans, specifications and calculations as submitted by Redland Technologies, The Center for Applied Engineering, Inc. and Professional Service Industries, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dadc County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Codc Compliance Department reserves the right to secure a product or material al any time for a jobsitc 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 such product or material immediately. The Building Code Compliance Department reserves t right to require testing of this product or material should any amendments to the South Florida Building Codc bc enacted affecting this produce or material. The expense of such testing will bc incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: 94-1221.08 Raul Rodriguez Product Control Division EXPIRES: DEC 27 1997 Supervisor - PLEASE NOTE - TIIIS IS TIIE COVERSIIEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the building Code Committee to be used in Dade County, Florida under the conditions set forth above. 211994 APPROVED: Charts, Danger, P.E., Direct Building Code Compliance Department Metropolitan Dade County Applicant: Monier Roof Tile 1900 Northwest 21 st Avenue Fort Lauderdale, FL 331 1 I Category: Prepared Roofing Sub - Category: Tile Type: Mortar Set/Adhesive Set Sub -Type: Concrete PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROVAL System Description Contact: Reese H. Moody Technical Service Accessories Manager 1900 NW. 2 I st Avenue Ft. Lauderdale, FL 33311 (800) 432-2715 Product Control No.: 94- 1221.08 Approval Date: DEC 2 7 1994 Expiration Date: re 2 7 1997 Monier Roof Tile is a member 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 Product Control Approval relates to Monier's "Bermuda Flat" till proflc. Refer to appropriate Product ControtApprovals for othcljilc profiles. Monier sells the 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 underlayment, ventilation systems and flashing systems are also available. These accessories arc manufactured for all profiles and form a part of this Product Control Approval. Monier's "Bermuda Flat" roof tile has been tested in compliance with the South Florida Building Codc requirements for concrete, mortar or adhesive set tile applications. The minimum roof slope for Monier's "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 shall be done as a 'Moment Based Systcm'. Data for attachment calculations is noted in Tables 1 through 3 of this approval. Raul Rodriguez Test Product Product Dimcnsion8 $pccifcatiotD J)cscriDtion Bermuda Flat Flat 1.• 15" PA 112 Flat, interlocking, extruded concrete Tile w - I0'4" roof tile equipped with two nails holcs. 1'/." thick For mortar set or adhcsivc set applications. Trim Pieces TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED I3Y APPLICANT 1- varies w - varies varying thickness PA 112 Accessory trim, concrete roof for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Raul Rodriguez Product Control No.: 94- 122L08 Product 1130 Felt 1143 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -Z13 140 59" x 164' roll Underlayment 22 Ibs/roll Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS Dimcnsiogs N/A N/A N/A 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Tcs 1 Specifications ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 Self- adhering underlayment for use as a top ply in a two ply underlayment system with approved 1130 or 1143 as the base layer. ASTM D 312 type 111 or IV ASTM D 4586 Raul Rodriguez Product Control No.: 94-1221.08 Product Description Saturated organic felt to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlayment. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail -on underlayment. Single ply, nail -on underlayment with 2" self- adhering top edge. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlayment system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications. 1 Manufacturer generic generic generic Lenzing Performance, Inc. PCA 1194- 0527.05 Protect -O -Wrap, Inc. PCA 1194- 0714.01 W.R. Grace Co. PCA 1192 - 1116.01 generic generic ( f 1 1 . 1ae, Test Product Product Dimensions Specifications Descriptinn Manufacturer Asphalt Primer N/A ASTM D 4I Cut back, asphalt generic bascd coating uscd to facilitate bonding of dissimilar materials. Roof Nails Tin Caps Tile Nails Valley Flashing min. 12 ga. with '/ head min. 32 ga. min. 1'4' o.d. max. 2" o.d. min. 8d x 2W' or min. 10d x 3" min. 26 ga. min. 16" width PA I14 Appcndix E PA 114 Appendix E PA 114 Appcndix E ASTM A 525 Raul Rodrigucz Product Control No.: 94- 1221.08 Annular ring shank, hot dippcd, cicctro or mcchanically galv. roofing nails for usc in undcrlayment attachment. Corrosion resistant circular disc for usc in undcrlayment attachment Corrosion resistant, screw or smooth shank nails for additional tile attachment at cave tile COUrSCS. Roof Tilc Mortar N/A I'A 123 Prcparcd mortar mix Dcrmuda Roof ("TilcTitcT" ") dcsigncd for mortar Company, Inc. sct roof tilt PCA 1194- 0614.01 applications. RoofTilc Mortar N/A PA 123 Prcpared mortar mix Quikrctc Constructio ( "Quikrete® Roof designed for mortar Products Tilc Mortar 81140") sct roof tilc PCA 1194- 0808.01 applications. Roof Tilc Mortar N/A PA 123 Prepared mortar mix W.R. Bonsai Co. ( "DONSAL® Roof designcd for mortar PCA 1194- 0628.03 Tile Mortar Mix ") set roof file applications. Roof Tile Adhesive N/A PA 110 Adhcsivc dcsigncd Polyfoam Products, (Polypro® AH160) for use in roof file Inc. applications. PCA# 94- 0401.01 Galvanized stccl vallcy flashing gcncric gcncric gcncric generic Product Control No.: 94 -1221 OS Test Product Product Dimensions Specifications Description Mnnufacturer Drip Edge min. 26 ga. PA I I I Galvanized steel drip generic min. 2" face flange edge min. 2" deck flange R it Rodriguez • re TEST REPORTS Product Control No.: 94- 1221.08 Test Apenex Test Identifier Test Name/Report D.a!!; The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Sci) The Center for Applied 94 -060A Static Uplift Testing March, 1994 Enigneering, Inc. PA 101 (Adhesive Sct) Redland Technologies P0631.01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) Professional Service 224 -47099 Physical Properties Sept, 1994 Industries, Inc. PA 112 Raul Rodriguez SYSTEMS Deck Type: Wood, Non - insulated Deck Description: New construction " / „” or greater plywood or wood plank. SYSTEM D: Mortar or Adhesive Set Application Product Control No.: 94 1721.0R Slope Range: 2 ":12" to 7 ":12" Note: System D is only acceptable in this slope range. Undcrlayntcnt: install choice of approved underlayment system, noted on Page I of Dade County Protocol PA 120, in compliance with Section 3.02 of PA 120. See System Limitation 116. Roofing Tile: Install tile in compliance with PA 120 using one of the approved mortars 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 shall provide sufficient attachment resistance expressed as a moment to meet or exceed the required moment of resistance determined in compliance with PA 115 or PA 127. The mortar and adhesive attachment data is noted in Table 3, attached. Comments: 1. For re -roof applications, "/„" plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tile shall be nailed with not less than one 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 openings of not less than' /," which is mechanically attached to the deck with not less than one roofing nail every I 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. Raul Rodriguez SYSTEM LIMITATIONS Product Control No.: 44- 1221.08 1. The standard minimum roof pitch for Monier "Bermuda Flat" mortar sct or adhesivc set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar set or adhesive set tilc applications is 7" rise in 12" run (7 ":12 "). 2. Monicr's "Bcrtnuda Flat" tilc profilc has not bccn tested for nail - on applications, therefore, Systcm A (Counter - Balton Nail -On Application), System 13 (Direct Dcck Nail -On Application) and Systcm C (Horizontal Batten Nail -On Application) Flo not form part of this approval. 3. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Mortar set or adhesivc sct tilc shall be attached using an approvcd mortar or tilt adhesivc noted in this approval, the data of which is noted in Tablc 3 of this Approval. The method of attachment utilizcd shall providc sufficient attachmcnt resistance expressed as a moment to meet or exceed thc required moment of resistance determined in compliancc with Dadc County Protocol PA 115 or PA 127. 4. For mortar set applications, the first three courses of tilc shall be nailed with not less than one nail per tile. As an alternate, the first three courses of tilc shall bc applied in mortar or adhesivc over a single laycr of minimum 12 ga. wire mcsh with squarc openings of not Icss than ' /," which is mechanically attached to the deck with not Tess than onc roofing nail every 1 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 onc nail per tile. 5. For mortar set or adhesivc set tilc applications, n field static uplift test by a Dadc County accrcditcd tcsting agency, in compliance with Dadc County Protocol PA 106, shall bc required not less than 30 days after application to confirm tilt adhcsion. The results of this tcsting shall bc reported to the Building Official and the installcr stating that thc application has passcd or failcd PA 106 testing. If thc application fails PA 106 testing, the report shall state which portion of thc test was failcd; Catcgory 1 (examination for loose tile) or Catcgory 2 (uplift testing of tilc). Subsequent to testing, thc installcr may repair not more than 5% of field area tilts and 10% of perimeter arca (i.c. ridgclrake) tile with approved tilt adhesivc. The installcr shall place an identifiable marking on each repaired tile for future reference. Any PA 106 rc-tcst shall not include any marked tilc. 6. For mortar or adhesive sct tilc applications, 30/90 hot mopped undcrlaymcnt applications may bc installed perpendicular to thc roof pitch prior to lone I, 1995 unless stated otherwise by the material manufacturer. Thereafter, 30/90 underlaymcnt systems shall bc installed parallcl to tltc roof pitch in compliancc with Appendix 'A' of Dadc County Protocol PA 120. 7. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in thc field. 8. The Monier "Bermuda Flat" the profilc has hccn tested for both wind characteristics and static uplift performance, therefore, attachmcnt calculations for installation in compliancc with Dade County Protocol PA 1 1 5 or PA 127 shall bc done as a'Momcnt Bascd Systcm' Raul Rodriguez SYSTEM LIMITATIONS (CONTINUED) Product Control No.: 94- 1221_0$ 9. Applications for roofing permits shall include a completed Section II of the Uniform Building Permit, a copy of Monier Roof Tile's current specifications and details, a copy of this Product Control Approval and a copy of the Product Control Approval of any Roofing Component used in the proposed Tile application. Reference shall bc made to appropriate data for the required fire rating. 10. The applicant shall retain the services of a Dade County certified testing laboratory to maintain quality control in compliance with the South Florida Building Code and related protocols. Samples taken shall bc in compliance with Dade County Protocol PA 112, Appendix 'A'. 11. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Bode. Raul Rodrigucz Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Monier Bermuda Flat Flat Tile Mortar Set 39.00 Adhesive Set 118.90 Table 2: Restoring Moments due to Gravity - M (ft -Ibf) from PA 101 Testing Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7":12" or greater Monier Mission Barrel Tile 5.20 5.12 5.01 4.89 N/A DATA FOR ATTACIIMENT CALCULATIONS Product Control No.: 91- 1221.08 Raul Rodriguez Table 1: Aerodynamic Multipliers - X (ft') from PA 108 Testing Tile Profile X (ft') Batten Application X (h') Direct Deck Application Bermuda Flat Flat Tile N/A 0.24 DATA FOR ATTACIIMENT CALCULATIONS Product Control No.: 91- 1221.08 Raul Rodriguez PROFILE DRAWING IA MONIER ROOF TILE ao%t or lilt siJU L.I L BERMUDA FLAT FLAT TILE Raul Rodriguez Product Control No.: 94 1221.08 J IVIONIILR ROUI TILL istallation Specifications ;c specifications arc designed as a nmanagcablc c to be used by roofing contractors, installers :oJc officials. Mchitcctural formal i(ications arc available upon request for the ircmcnts of specific projects. ,ircmcnts of building coJe(s) applicable to the of installation may Ji(fcr from the information n and should take precedence ovcr these (ications. sc contact Monicr's CustomcrServica ummcnt fur the Installation Guhic showing nnmcndcd drawings and detail for tile and pplication.) I Its 't Bermuda Shingle • Portland ccnmcnt ior• through concrete tilt manufactured by 3nicr Itoo(Tilc. c futures • I lip, ridge, half and full starters and f h ers. ace finish - Smooth or broonsswcpt. proximate weight • 7.0 lbs. cach. 840 lbs. per 'arc (2' Iscadlap) - not including mortar when callcd. mcct or exceed all waterproof requirements absorption and permeability as well as break :ngth and frccsc thaw rcquircmcnts. tdcrlaymcnts ic: Mininmum undcrlayment reconmmcndalions listed below. Check with local code for local uircmcnts. 'n.ply system. anic Typc If Commonly callcd (No. 30) or /) asphalt felt, and 74 if mineral surface roll fang felt commonly called 90/. :ntllranes anic • Asphalt impregnated cotton rncnlbranc, . 3' wide. Conforming to ASI'M 0•173. •ganic • Asphalt impregnated fiberglass nbranc, min. 3' wide. Conforming to ASTM FLAT BERMUDA SHINGLE TILE O cs, tilc futures, hurricane clips and hip :n-- corrosion resistant min. hot dipped 'lied! or approval cqual. standard roof deck (felt and flashing )- -min. galvanized roofing nails. Metal Flasltiugs Min. 26 gauge galvanized G -90 comet', corrosion resistant con(onning to ASTM A -523 and A -90 or approvcd cquaL Mortar, Coloring Compound For the purpose of bedding field tilc, hip, ridge, rake and for pointing valley areas, wall bases and roof protrusions. A. Components. 1. blended high strength masonry ccnmcnt•lypc M conforming to AS 1M C -91. 2. Portland « menl •Type I, conforming to ASTM C•130. 3. Masonry cement -Type M, conforming to ASTM C -91. 4. Sand - 'Comity graded, cican and free from organic nmatcrials, conforming to ASTM C -144. D. Mixcs -Type 'M mortar, conforming to ASTM C -270 (2.1/4 to 1 sand/cement ratio). 1. blend high strength masonry cement with sand until desired mix ratio is achieved. 2. I11cnd cqual portions of Portland and nmasonry cements, with sand until desircd mix ratio is achieved. C. Integral color-fast synthetic oxide to match tile color. Eavc Closure -OR- NOTE Prc.manu(acturcd thickbutt tile is most commonly used u an cave closurc will* flat Bermuda Shinglc tilt. 1. Tltickbutt tilc - Manufactured tilt with 1 -1/2' thickness to the cave of the tilt. 2. Prefabricated EDPM synthetic lubber con- forming to ASTM C - 1056. 3. Metal - Min. 26 gauge galvanized G -90 coated, corrosion resistant conforming to ASTM A•.525 and A -90 or approved cqual. 4. Mortar for use with mineral surface roll roofing felt only (color optional). Adhesive/Sealant/Coating 1. Asphalt plastic roof cement - nonrumting, heavy body material composed of asphalt and other mineral Ingredients conforming to ASTM C•2822, Type IL 2. Cold process liquid roof coating conforming to ASTM D•3019, Type 11. 3. Structural bonding adhesive conforming to AS1N C -557 cr 0- 3498. 4. (lot sleep asphalt conforming to ASLM 0 -312. 5. Acrylic scaler for pointing csposcd Mortar (optional). 1. Sheathing • material to conform to AI'A min. standanls for min. 1f2 plywood. 2. Wood nailers • prusurc treated in accordance with local code rcquircnmcnts. Felt Systcm 3 - 'I1vo - ply scaled system (commonly called 30/90). 1. Cover roof deck with min. type 30 saturated roofing felt. Secure using tin -tars or cap nails max. 12' O.C. in field and along licatlaps (local codes prevail). 2. Lap cach count min. 2' and cnd joints 4'. Lap hip and ridge min. 6' and weave fell through vatic) arcas. 3. Nail or staple drip cdgc metal directly on top of type 30 felt. Fasten max. 6' O.C. within I/2' of inside cdgc. Continue up gable crisis lapping joints min. 3'. 4. Install standard roll Bashing min. 16' w%dc down center of valley arcas. Nail within I' of metal edges max. 6' O.C. Lap joints nun. 6' and cttcnd bcyont fascia as rcquircd. 5 Install 'L' type metal flush to basc of walls and roof deck ovcr typc 30 (cit. Nail 6' O.C. lapping joints min. 4' and apply plastic roof cement between laps. Seal along top cdgc of vcnical fangs, covering. all nail penetrations with plastic roof ccmcnt and mcnsbranc. (Flashing at apron of walt/chinsncy may be irutalled after type 74 mineral surface felt (901b. felt)). 6. Apply plastic roof ccmcnl around bast of pipes, turbines, vents, etc. poor to nailing and scaling unit basc flashing to routing fclt. 7. Covcr typc 30 fclt and metal (lashings with min. type 74 mineral surface roll roofing (cat (commonly callcd 90 lb. fclt) in hot asphalt or approvcd cqual so that no felt touches felt. Uacknail using tin -tags or cap nails max. 12' O.C. 8. Lap each course min. 2'. lap cnd joints and hip and ridge min. 6'. Wcavc felt through valley arca TILE APPLICATION Mnrinr - 9ct in9tnlltllltl� (recommended for min. talc rcquircd roof pitch and greater) 11 is not rccomnicndcd in arcas subject to frcczc/lhaw. 1. Roo( shall be cican, smooth and dry. 2. Avoid stacking tiles on roof which could endanger stability of struclurc; distribute stacks uniformly. 3. Layout roof using horizontal chalk lints parallel to cave lint to guide tilt installation. Mark at 14' increments maintaining a tilc hcadlal of 2'. Exposed lengths of installed tilts should no exceed 1/4' beyond average. 4. Install lhickbutt tilt along cave line overhanging roof cdgc using guiding lip provided. Starting at lower Ie(t corer (facing; down roof) set tilts in nu 10' length mason trowel full of typc 'M' nsonar placed vertically under right slit of mule (with pots of trowel facing up roof - rccommcndcd not mandatory). Position mortar from head of ilk in previous course Towards head of tile bcing sct to facilitate proper bcdding. Set tilc in stepped course or vcrtii.-al fashion maintaining consistent hcadlap. Cut/brcak tile to form straight edge al ccnterof hip/ridge or to meet wood nailcrs. Saw cut file at finishing gable to avoid application of mortar to exposed roof areas. Use half and full starter with finishing tiles as needed. 5. Nailing rcquircmcnts in addition to mortar (local codes prevail) - a) For roof pitches 4:12 up to but not Including 6:12 and elevations up to SS ft. fasten cacti lilt in cave course with one 8d min. I IDG nail. Seal nail penetrations with plastic roof cement. b) For pitches 6:12 through 7:12 and elevations up to SS ft. fasten each tile in cave count and cvcry third tilt in every fifth course with onc 8d min. 1IDG naiL c) For pitches greater than 7:12 and elevations up to SS Ft. fasten cvcry tilc with onc 8d min. IIDG nail. d) For all roof pitches at elevations greater than SS ft. fasten every lilt with two 8d nun. I IDG nails. 6. Valleys - Select closed or open vallcy. a. Closed valley . Mitcr the to meet at center of vallcy. Opcn valleys • 1) Chalk parallel lines min. 2' on both sides of vallcy center. Place mortar beds along outsidc cdgc of lines and mitcr rile to form straight border along lines. Point voids to flush finish. — OR — I) Placc min. onc 2s4 boanl on edge down valley ccntcr and apply continuous bcd of mortar along cdgc of board. Cut/brcak and sct tile min. 1' to max. '1 from board. Linc of mortar to be consistent Throughout vallcy. Smooth and form mono to match tile contours. 2) Separate board after initial sct by sliding trowel along both edges. Itcmovc board and point to finish (lightly sweep with brush or broom to match broornswcpt finish lilt). 7. !lip and Ridgc Nailers • Sccure with corrosion resistant nails on steep roof pitches of sufficient length to penetrate dccking min. 3/4% Install each tile using onc 8d min. I•IDG nail driven into nailcr in addition to mortar. 8. flip and Ridgc Tilc • Sct over field tilt in con - tinuous edge bcdding of mortar lapping each tile min. 1'. Point and finish to match tile surface. 9. Wall Abutmcnlz - Cut/ tile to fit adjacent to wall bast. Place mortar along base of wall to fill small voids between file and wall and to provide consistent line along wall. Point to match tile contour. 10. Roof Prot rusions • Cut tilt to accommodatc all roof penetrations and fill all voids with mortar. Point to match tilt surfacc. I I. Acrylic Scalcr (optional) - Apply to exposed mortar as required. 12. Tilc Rcplaccmcnt: a) Full removal - break out damagcd tilc and existing mortar. Rcpair underlayment if necessary. Set replacement tile in new mortar bed. Prohibit any roof traffic for min. 72 hours. b) Tilc rcmoval only (small areas only) break out damagcd roof tile and brush cican csisIing mortar bcd. Apply min. one sq. inch of approved adhesive onto existing bcd. Immcdiatcly set replacement tilt in place. c) Individual loosc tile • elevate loose lilt and apply min. 3/8• wide bead of approved adhesive on head of tile in course below. Immcdiatclysct loose tile down into adhesive. 13. Roof Trafficking - When absolutely necessary to traverse roof after setting time, walk on the tilt headlap (overlap) in a horizontal or diagonal fashion. Refrain from vertical movement where possible. 0 1992 Monier Roof Ti/e 4 M753 'Oi lage of Miami Shores l N° 4326 JOB ADDRESS INSPECTION . TIME READY REMARKS INSPECTOR DATE Village of Miami Shores JOB J r_ N° 440 ADDRESS `, e INSPECTION /= fir. TIME READY 1; REMARKS INSPECTOR DATE • Village of Miami Shores N° 125'7 JOB t a ADDRESS " INSPECTION 1 � 1 TIME READY REMARKS INSPECTOR DATE `- Date b. Lots 3 & 4,Block 76,Mshrs Legal Description Historically Designated: Yes No Plat Book 10,Pg 37,Dade Co Owner/Lessea$idenank Thnma s E. and Harriet Mayo Master Permit # Owner's Address 946 N E 96th St,Miami Shores F3_ 3/ 138 Phone 305- 751 -3807 Contracting Co MARCO ALUMINUM Address P O Box 640236 ,Miami FL 33164 Qualifier 14 Ia., C A 11. 4. Lit J c. Phone 8 [. t - 250C) '"4 d State # ' Municipal # Competency # <<- 4 t 2 88 ts. Co. LI, Vi. 4 " T l L r../JC Architect/Engineer Q., IS, MM'S tE 06 . Address 3 JS - &22 -31 4' 1 Bonding Company Address Mortgagor ='" Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION S� • 0 k" {a1. J H.1 N JM 2 4.t3 4- Square Ft. P” 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 permivto 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 AMDAVIT: I certify that all the foregoing information is accurate and that all work will construction and zoning. Furthermore, I authorize the above -named contractor to do the work star and/or Condo ' • - Date M y Commission E ires/ ' ? �. � � Notary State orAorida . CHARLOTTE ANN RUFFINO -mo up ' • w�• Commission # CC 701079 Comm. Expires Dec. 8, 2001 FEES: PERMIT RADON C.C.F. T ,!, 0 NOTARY BOND :f+n APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address 946 N E 96th St,M.Shora 11 3206 014 2970 ..ding 4k— oviut be Estimated Cost (value) 1 G b0. 0 or Owner - Builder No : as to Con My Commission Electrical done in compli y q 01 Ep.;oT,,.�.:. N7.; TOTAL DUE Plumbing Structural Engineer ill& 12,14I4I9 th all applicable laws regulating Date NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. 11 3206 014 2970 STATE OF FLORIDA: 998637 127 1999 DEC 16 14:59 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 foilowing information is provided in this Notice of Commencement. 1. Legal cescription of property and street address: Lots 3 and 4,Block 76,Miami Shores Sec # 2, according to the Plat thereof, as recorder in Plat Rnnk 10,page 37, of the Public Records of Dade County,Florida. 946 N E 96 th Street, Miami Shores,F1 33138 2. Description of improvement: THOMAS E AND HARRIET MAYO, 946 N E 96 Street 3. Owner(s) name and address: Miami Shores, Fla 33138 -2524 Interest in property: Name and address of fee simple titleholder: Same as # 3 4. Contractor's name and address: MARCO ALUMINUM, P 0 BOX 6 4 0 2 3 6 ,MIAMI FL 33164 =L .'c 0= FLORDA, COU0IT' 0 5. Surety:(Payment bond required by owner from contractor. if any) a _ ;;;_} ' c :;art 7 Q r Cam' IRri , ^ _i,'La' in (';li; UriicO Name and address: Amount of bond S 6. Lender's name and address: •-Cr;‘,V4. ",70174p Sgnature of Owner Print Owners Nam • OM AS Sworn to ar. C 1 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: 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: 9. Expiration date of !.I Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) 471 R / Prepare, y:Netary pui=6. ciAtP fit Florida `� ,�,••'�. `: CHARL07TE ANN RUFFINO • r i �� . _ Commission # LL ru twb AC Comm. Expires Dec. 8, 2001 E AND HARRIET MAYO /\ /\/ \I\I\I\/lI \ /\/\ /\1\0/ / i\ I\ /\l\.\I\niv1 0/%I\/ ■/ /\/ ■/∎/v\\ I\1∎0/∎/∎ I \ / \IVv\ / \(.r \ /\%\ \ / \ ‘/ \/\/\/\ IN/ %I /\ /\Il /\I\/ / \ /vv\/VV \/\I\I\i\ .\ Issued t IAT A r 19_LZ Amount D No. Houses ' KNOW AL MEN BY THESE PRESENTS, that I, lIO`G� I ;Ma MR 11■11 Address in consider • tion of the issuance to me by Miami hores Vi lage, Florida, of a pe it or permits to construct or repair a building or buildings at the of lowing addresses: ev F6 st- do hereby deposit with Miami Shores Village, Florida, the sum of ae , and I agree with said Village that, when such construction shall have been completed by me within the meaning of the ordinances of said Village, I will clear all premises and repair any Village property damaged by me, used for the deposit of material or equipment in the construction or repair and that, if I do not so clear and repair such premises immediately upon the completion of such construction within the meaning of such ordinances, the Village may clear and repair the same and pay the costs of such clearance and repairs out of the a oresaid 30� and return the remainder to me; and that, if I shall clear and repair said property immediately, as aforesaid, then said 300 shall be returned to me. WITNESS MY HAND and Seal at Miami Shores Village, Florida, this J I°7 day of 6:t INSTRUCTIONS TO BUILDER -When above mentioned construction is completed and th •remises are c eared and repaire Village Building Inspector and obtain his approval, after which Miami Shores Village will refund your money in ac .. ce VILLAGE BUILDING INSPECTOR'S APPROVAL 0 I hereby certify that the construction contemplated undetf Phis ing premises to be cleared and repaired in as good condition as they • WHEN CLEARED AND REPAIRED BY THE VILLAGE Amount of Bond $ Cost of clearing and repairs done by Village. . . . $ Balance due Builder „0 $ Cancelled en completed and that the build n encing said construction. 44 MIAMI SNORES VILLAGE Village Building lnsp ctor, Miami Shores ) 4 74 19 By c ! - So Ce :o 3' X3' Cone Slob 0 s 0 ki , ' 9G .7 • cr,/ • • e9/le - ,74"5 dt /1 4V, 70 1 4 ,rc /00, 0� • �o A J 4 r7cC 1) 4 8.3 0 0 • N / 9.70' ZG.¢o Zo. / o" 1.70 �OG7• Q P. /C 9 °' A/>/ /4'z )/ 2.00' P2 oQos k l0 ME rRo -MBE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hialeah Aluminum Supply, Inc. 2360 W. 76 Street Hialeah FL 33016 Acceptance No.:97- 0527.08 Expires:01 /08/01 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375-2901 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION (305) 375-2902 FAX (305) 372 -6339 Your application for Product Approval of: Screen Room with Aluminum Sandwich Roof Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitted by: Applicant, along with Hialeah Aluminum Supply, Inc. Drawing No. 97 -109 sheets 1 through 6 of 6 dated 04/09/97, revision #2 dated 12/01/97, signed and sealed on 12/01/97 by Walter A. Tillit Jr., P.E. (For listing, see Section 7 of this Notice of Acceptance) has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance Office that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Raul Rodriguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Director Building Code Compliance Dept. Approved:01 /08/98 - Metropolitan Dade County Internet mail address: postmaster@buildingcodeonline .com �'s ` Homepage: httpJ /www.buildingcodeonline.com Hialeah Aluminum Supply, Inc. ACCEPTANCE No.: 97- 0527.08 APPROVED JAN 0 8 1998 EXPIRES : JAN 0 8 7001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1.0 DESCRIPTION: Tliis approval refers to an aluminum screen room. The roof consists of insulated panels. These panels shall be composite sandwich panels comprised of exterior facings, top and bottom, of 0.037" thick (stucco embossed) aluminum alloy 3105 -H254 with 3.0" thick expanded polystyrene foam plastic cores manufactured by Apache products Company (Dade County approval #95- 0626.01). The panel core shall have a nominal density of 1.0 Ib. /ft . The panels are manufactured in 3.0" thickness and 47.25" maximum width. The adhesive top and bottom shall be Mor -Ad M -464 Urethane Prepolymer Solution produced by Morton International, Inc. The supporting frame is made of aluminum (6063 -T6 alloy) extruded beams and columns. This screen room shall be as shown on the approved Drawing Number 97 -109 sheets 1 through 6 of 6 dated 04/09/97, revision #2 dated 12/01/97, signed and sealed on 12/01/97 by Walter A. Tillit Jr., P.E., bearing the Dade County Product Control approval stamp. 2.0 INSTALLATION: The panels shall be used for the installation of screen rooms with screened walls, as shown on Drawing Number 97 -109 sheets 1 through 6 of 6 dated 04/09/97, revision #2 dated 12/01/97, signed and sealed on 12/01/97 by Walter A. Tillit Jr., P.E., bearing the Dade County Product Control approval stamp. This screen room shall be attached to a structure at ground level adequate to provide support to the design vertical and horizontal loads imposed by the screen room. 3.0 LIMITATIONS: These structures may be used as a screen room in connection with Group I occupancy when deflection is limited to span/80 and the roof projection from the existing structure is less than or equal to 12 ft. as detailed in Subsection 2303.3(g) of the South Florida Building Code. Panels limited to a deflection of span/l80 may be used on roofs of screen rooms with projection greater than 12.0 ft. as detailed in Subsection 2303.3(0 of the South Florida Building Code. These screen room structures can be attached to the masonry wall but not to the fascia or eave of the roof. Screen room mean roof height above ground level shall be 15 feet or less. A registered engineer or architect proficient in structural design shall certify that the existing supporting structure is adequate to carry the superimposed loads from the screen room structure. 4.0 CONDITIONS OF USE: The use of the structural elements shall be based on the plans, elevations, sections, connections 4./L/C- Helmy A. Makar, P.E.- Product Control Examiner Product Control Division -2- Hialeah Aluminum Supply, Inc. ACCEPTANCE No.: 97-0527.08 APPROVED EXPIRES NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS details and notes shown on the approved Drawing Number 97 -109 sheets 1 through 6 of 6 dated 04/09/97, revision #2 dated 12/01/97, signed and sealed on 12/01/97 by Walter A. Tillit Jr., P.E., bearing the Dade County Product Control approval stamp. Aluminum extruders shall certify that the raw aluminum used in the extrusion members comply with 6063 -T6 specifications. 5.0 IDENTIFICATION: 6.0 SPECIAL CONDITIONS: 7.0 EVIDENCE SUBMITTED: TESTS: Laboratory Numbers Type Signature Date -2a- Product Control Division : JAN 0 8 1998 JAN 0 8 ?rim The screen rooms shall be permanently labeled with the manufacturer's name, city, state and the following statement "Dade County Product Control Approved" or the manufacturer's Logo and the Dade County Logo. The label shall be placed at the bottom of the chair rails at each bay of the screen room and at each beam or column of the screen room structure. Each roof panel shall be stamped with the same information. Applications for building permits shall be accompanied by duplicate prints of the following: a) Copy of this Notice of Acceptance including approved Drawing Number 97 -109 sheets 1 through 6 of 6 dated 04/09/97, revision #2 dated 12/01/97, signed and sealed on 12/01/97 by Walter A. Tillit Jr., P.E. b) Site adaptation drawing signed, dated and sealed by a Florida registered engineer or architect proficient in structural design, showing: . Actual field conditions . Size and spacing of structural members . Type and spacing of connections . Size and location of foundation as required c) Detailed Plot Plan Fenestration Testing Laboratory, Inc. 1589 Uniform Static Air Pressure Wind Load per ASTM E330 on 3" sandwich panel Gilbert Diamond, P.E. 04/01/97 reissued 04/23/97 1/6 Helmy A. Makar, P.E.- Product Control Examiner Hialeah Aluminum Supply, Inc. ACCEPTANCE No.: 97- 0527.08 DRAWINGS APPROVED : JAN 0 8 1998 EXPIRES : JAN 0 8 2001 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS Laboratory ATC Associates Inc. Ntfrnber 90931.0009 Type Aluminum Tensile per ASTM E8 -96 Signature Peter Read, P.E. Date 05/08/97 Title Insulated Screen Room Number 97 -109 sheets 1 through 6 of 6 Signature Walter A. Tillit Jr., P.E. Date 04/09/97 Rev. #2 Date 12/01/97 CALCULATIONS Title Screen Room w/3.0" Insulated Aluminum Roof Panel. Signature Walter A. Tillit Jr., P.E. Date 04/02/97 and 05/02/97 MATERIAL CERTIFICATES . Mill Certificate Inspection Report, dated 06/11/97, for Aluminum Alloy Temper 3105 H -254 by Decatur Aluminum Corporation, with chemical composition and physical properties. . Mill Certificate Inspection Report, dated 11/05/97, for Aluminum Alloy Temper 6063 T -6 by Hialeah Extruders & Finishers, Inc., with chemical composition and physical properties. pit% 4.1/(.- Helmy A. akar, P.E.- Product Control Examiner Product Control Division -2b- • Hialeal, Aluminum Supply, Inc. NOTICE OF ACCEPTANCE STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documentation, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Dade County Product Control Approved ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted , is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all times. The copies need not be resealed by the engineer. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(b) and this last page 3. ACCEPTANCE No.: 97- 0527.08 APPROVED : JAN 0 8 1998 EXPIRES : JAN 0 8 2001 Items 10, 11 & 12 listed below only apply to glazed products 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame, shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each corner and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Helmy A. akar, P.E.- Product Control Examiner Product Control Division END OF THIS ACCEPTANCE -3-