The URL can be used to link to this page

121 NE 96 St (8)MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date 723/D02- Time Type Insp'n , L c -- fJ 91<Z S/ Permit No. 2a6 2. ° / fr Name .. % Xc eh a / Address /2/ 4/ 7(� s/ Company Phone # 0.5 3o c 5T3 `-9( For Inspector: � � G� Name Approved Correction Re- Insp'n Fee ❑ a,� <� Ss Date / 7 12 Job /‘ �� Address / - )7 O /. f;L Tax Folio// 424 /1 2,51q Legal Description / F / 7 79 /,q p � / C Master Permit # Owner / Lessee / Tenant Owner's Address Contracting Co. PERMIT APPLICATION FOR MIAMI SHORES VILLAGE c ‘ Address 7 /K Phone Qualifier 2% C e_ � �- 't -K-4,� Phone U,,/ X- 7 State # Municipal # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one): BUILDING E LECTRICAL PLUMB MECHANICAL ROOFING // PAVING FENCE SIGN WORK DESCRIPTION / 'G ( - tect (-> h „ . , ( Square Ft. Estimated Cost(value) :5751 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 constructio d zoning. Furthermore, I authorize the above -named contractor to do the work stated. ✓ 4, • o ff° Signat re of owner and /or Condo President Date q /a,evq -. 4/ AV-ZOA-C6 Notary a to Owner and /or Condo President Notary as to My Commission Expires :.3 �dy sRry My Commission CFF.',C AL NOf1 Y SEAL G:.AD \S H Fq &.CO I ** * * * TOIi! -Z FU t ' A /+ ^y�. =: 1 * * PEES: PERMIT ✓ C.C.F. 5 APPROVED: Signatu Date: * NOTARY * * TOTAL DUE:hC; 6 ** Fire tit xr Zoning Building / Electrical Mechanical Plumbing Engineering Other MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby wade 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. Date � c2 v Owners Name and Address 4.1. .........`....� 5 .. ..! Registered Architect and /or Engineer...... Name and address of licensed contactor Location and legal description of lot to be ISuilt on: Lot Block Subdivision � .iliapp Street and Number where work is to be done AZ . . / �' .— -9, State w rk to be done and purpose of building (by floors) STATE OF FLORIDA, COUNTY OF DADE. ss. Zone cubage required Disapproved 7 _ 9 Date_... f /T (Signed) - Building Inspect .... No ! o�..�._.. Street_ 12e.st"-.s..t — 19.. Z . ` �y and for no other purpose. New Building Remodeling Addition Repairs No. of Stories —> To be constructed of Kind of foundation oof Covering # 0 `Amount of Permit S,- Estimated Total cost of improvements $ plan Cubage Distance to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 5966, Compiled General Laws of Florida, Permanent Supplement, and has complied with the provisions thereof, and will require similar compliance from all contractors or sub - contractors employed by him in the work to be performed under this permit; and will post or cause to be posted for inspection on the site of the work such public notice or notices as are required by the Act. The undersigned agrees to employ only such subcon ctors, on wort to be performed under this pennit, as are licensed by Miami Shores Village. Remarks..._ (Signed Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared 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. to me well known, Notary Public, State of Florida My Commission Expires PLANNING BOARD DATE Chairman Member Member Member Member ...... _..._._---- .— .•-- -- -. -_ -_ Member �_.__... Council Approved Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re 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. Registered Architect and /or Engineer Disapproved .. ._ .... t Date (Signed) MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby mode for the approval of the detailed statement us tie 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 prpgreu of the work. O v . ncr's Name and Address .......l.l.l 1„� J i1 _ a ►....__ _. No...._.. ..... Streed2. n 1 C YP. MI. III *III .TVIMTIVIII• } Name and address of licensed contactor rnia CQr�tr WC on Co:.__.. .i ..t tu2.10 S Location and legal description of lot to be built on: Lot Block Subdivision Remarks (Signed) Street and Number where work is to be done 1 21 _..Nr._q 2... dl.ire ...._.. _......__. State work to be done and urpose of building (by floors) _ � E I2 C F Small F T a _ d _�. l,,c.... Tar . .or\ rose) .............and for no other purpose. New Building Remodeling Addition Repairs No. of Stories I _ To be constructed of Kind of foundation Roof Covering U. !`- Tt.e. ..._..__ Estimate Total cost of improvements $ '2 00 -00 Amount of Permit 5.... Zone cubage required .Plan Cubage Distance .to next nearest building Size of Building Lot Maximum live load to be borne by each floor I hereby submit all the plans and specifications for said building. All notices with reference to the building and its construction may be sent to.. The undersigned applicant for this building permit does hereby certify that he understands and accepts his obligations as an employer of labor under the Florida Workmen's Compensation Act, being Section 59G6. Compiled General Laws of Florida, Permanent Supplement, and h.ts complied Stith 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 s ntractors, on work to be performed under this permit, as are licensed by Miami Shores Village. - t j / . l.4 / 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 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 saute, and that all facts therein by him stated are true.. Permit No.. 'Z J Date 9). Read, Sworn to and Subscribed before me. Notary Public, State of Florida ng nspcctor My Commission Expires __ to me well known, PLANNING BOARD DATE Chairman Member Mfcrr1bcr 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 Huard. A rv.in.pection fee of $1.00 will be charged when such re- inspection is made necessary by Improper notice for inspection or faulty materials anti /or workmanship. Date Legal Description Owner's Si atur Date: otary as /to 93-- Job Address /a/ 42 (O - Lessee / Tenant <J c4'Iv Ili E Address PERMIT APPLICATION FOR MIAMI SHORES VILLAGE e 1 7 • Contracting Co.thrlq? POI" ° it. � `�� E skE t . 3I /� A ddress ( g3�lY v2 � FG � y9 SS4fr Phone 9" 999 Qualifier ter* DofEH' State # 6 D-9 716 # Competency # Ins.Co. Architect /Engineer Address Bonding Company Address Mortgagor Address Permit Type(circle one LECTRICAL PLUMBING MECHANICAL WORK DESCRIPTION 72 '-� vG (�t.C �/�f —r h o as o,d k,9,e_ R.E2- , l c6 Square Ft. 7 0 F- Estimated Cost(value) 4 60 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 consts and zoning. Furthermore, I authorize the above -named contractor to do the work stated. of o er or Condo Presi'ent My Commission Expires: er and /or Condo La. &Oc-( re ident Or !77- LIV;_iA 1S�4ti -.,- A LEXE.NDRA 3OBA Li...�- '�12REZ NOTARY PUU LA:2 ST A 1 c CF P L Cc 4 !SS'_WN NO. c281465 �* i MY COiv MiSSr3N EXP. APR. 2:,74' ** * * * * / FEES: PERMIT Cp0• RADON C.C.F. APPROVED: Fire Zoning Build Mechanical Plumbin x Sig ture of ractor or Owner- Builder Date✓ D Rotary as to Contractor or Owner- Builder Mt► Caianxss on Zx` ireP: ;-1 ,' 2 9-9 Tax Folio Master Permit it 388 W Phone / 56 -J o 7 ROOFING PAVING PENCE SIGN id / 7 A)// 7 C-F LO 't* ** * ** 6r) TOPA DUE Other Electrical Engineering_ Job Address: 121 NE 96 Street METRO -DADE UNIFORM BUILDING PERMIT SECTION II MORTAR OR ADHESIVE SET TILE SYSTEMS 1. General 2. Documentation Unique Roofing & Construction The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: (a) Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). (b) One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. (c) All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: ❑ New Construction f r2E PA-(2 t1A /lJ Feol r Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck soldid sheathed? (Check 'yes' or 'no') Yes Deck Type (check one of the following): ❑ Nominal 1/2" Plywood (for re -roof only) ❑ Nominal 5/8" Plywood ❑ Wood Plank 1x6 I ° I Other Roof Pitch (fill in): 3/ ":12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7- 1/2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3/8" which is mechanically attached to the sheathing with not less than one nail per 2 ft? Circle 'yes' or 'no' for each for the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposed tile system? Yes Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature? Yes Is the proposed underlayment approved for use with this tile system assembly? Yes /VOTE.' l is A T r e-b ,et 440-kie*--() 1 R ��X)r i/seze7 Job Address: 121 NE 96 Street Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 3913.3(b), (c) and (d) of the South Florida Building Code? Yes Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ring shank, corrosion resistant nails)? Yes 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) Section 3404 of the South Florida Building Code. Tile: Tile Name: Barrel Tile Manufacturer: Monier Tile Material: ❑ Clay Concrete Other Yes Unique Roofing & Construction Product Control Approval Number: 94- 1219.02 Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 2 Mortar: Manufacturer: Lafarge Tile -Tite Miximg Ratio: 5 gal. water per bag of cement n Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: Length: fing & ❑ Other: Type: Length: N/A Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicable) shall be of sufficient Length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of 5/16 ", whichever is less. Underlayment: The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Job Address: 121 NE 96 Street Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: n ASTM #30 asphalt saturated felt with: ❑ 19" overlap ❑ 6" overlap ❑ 4" overlap ❑ ASTM #15 asphalt saturated felt with: 1 19" overlap ❑ 6" overlap ❑ 4" overlap Tamko Fl Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: 1■ Unique Roofing & Construction Mineral Surfaced Roll Roofing with: n 19" overlap n 6" overlap 4" overlap Minimum 12 ga. electro- galvanized roofing nail with minimum 32 ga. x 1 -5 ?8" tin cap: Length: 1 Manufacturer: Dickson Specialty Nails Other: Type: Length: ing Manufacturer: Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: 12 " o.c. Laps: 6 " o.c. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickness: Finish: Flashing Cement: Type: Manufacturer: N/A N/N N/A N/A Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): n Cold Adhesive: Type: Manufacturer: Asbestos Free KARNAK #19 Job Address: 12 I NE 96 Street Adhesives (continued): Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type: Size: Unique Roofing & Construction Contractor: Unique Roofing & Const. Inc. Process No. . 2 in Soffit: Type: Size: i Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION 11 with a copy of SECTION I, noting the permit number issued. Mortar or Adhesive Set Tile Systems Page - 4 Additional Notes: Unique Roofing & Construction Job Address: 121 NE 96 Street Contractor: Unique Roofing & Const. Inc. Process No. Ridge Venting: (if applicable) Deck: Type: wood planks Thickness: 1x6 Underlayment: 304 ASTM Underlavment Fastener: 11/4" electrogalv. 3/ Roof Pitch 12 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Component not used in Tile System Assembly, fill in with "N /A ".) Head Lap Dimension: (G " (minimum 2" unless otherwise specified in this tile system assembly Product Control Approval) Mortar /Adhesive: Tile -Tite Tile: Barrel Tile Tile Fastener: Existing or Proposed Soffit Venting: Edge Metal or Gutter Fastener: 11/2" nails Bird Stop: cement (if applicable) Edge Metal or Gutter: N/A DETAIL #1 Job Site Identification: 121 NE 96 ST. MIAMI SHORES Mortar or Adhesive Set Tile Systems Page - 5 Job Address: 121 NE 96 Street Ridge Height: Eave Height: 12' feet g' feet Roof Mean Height 10' feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: "C" Classification Category: At Hurricane Oceanline ?: ® Y ❑ N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of openings: (See Table 9 of ASCE 7 -88) Ground Level 0% Unique Roofing & Construction BUILDING INFORMATION #1 Job Site Identification: 121 NE 96 ST. MIAMI SHORES Mortar or Adhesive Set Tile Systems Page - 6 Contractor: Unique Roofing & Const. Inc. Process No. Unique Roofing & Construction ., Job Address: 121 NE 96 Street Contractor: Unique Roofing & Const. Inc. Process No. Sketch Roof Plan, indicating all dimensions, slopes and any roof top equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached.) relde- ti BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: 121 NE 96 ST. MIAMI SHORES Mortar or Adhesive Set Tile Systems Page - 7 Unique Roofing & Construction Job Address: 121 NE 96 Street The undersigned certifies that the Mortar or Adhesive Set Tile System is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE ,I Before me this day personally appeared l� Sworn to and subscribed before me this ( day of 19!- t , who, being first duly sworn, deposes and says that all information submitted herein is true and correct. Contractor: Unique Roofing & Const. Inc. Process No. Licensed L' actor/Owner Signature My commission expires , _} Notary Public State of Florida Mortar or Adhesive Set Tile Systems Page -8 -BB 13 .10 PIr'i,J W PQ FINa • Mg tno °nue METnot'OLITAU DADE COUNTY, FLOt1!DA MEi'nO•DADE FLAOLEi1 BUILDINO, Monier Roof Tile 1900 Northwest 21st Avet r Pori Lauderdale, FL 33111 Your application for Product Approval of monitr_LlSk4.) itL.Q'1Qdnt tlt Adlttslya_ Set Caneretn "M12sign nag's "' oolitte Tllc under Chapter E or the Metropolitan Dade County Code goventing the use of Alternate Materials and 'Types of Construction, acid completely described in the plans, specifications and calculations as submitted by Rcdland 'fechttulnbies, The Center fat• Applied Engineering. inc. nud Professional Service Industries, lat. has been recommended for acceptance by the Building Code Compliance Deportment to be used in Dade Cou Florida u the specific and standard conditions set forth herein. The approval shall be valid fora period of three years. The Building Code Contplinnce Depnrtii enl reserves the right In secure a product or material at any time for :1 fo(r.ite or manufacturer plant for quality control testing. 1f prudnct 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 Deportment reserves the right to require testing of this product or material should any amendments to the South Florida Building Code be canoed affecting this product or material. The expense of such testing will be incurred by ilte Manufacturer, PRODUCT NO. : ACCEPTANCi; NO.: 94- 1219,Q2 EXPIRES: DEC 2 7 99 V'. r .Z A., r r T 1 1 1 1 BUILDING CODE (OMPUANCI! DEPAi1TMENT SUITE 1003 METfIO•DADE FLAQLtn fUILbINO 140 WET PtAOIER STREET MIAMI, FLORIDA 33170.1607 • o6 075.2001 'Q 1)1tCI_c_oN TI wij4.00E ()f ACCEPT N .E FAx (3 �e -2ooe .s Ias:10t5 tJ51 9293 P.02 - PLEASE NOTE - T1IIS IS TI IE COVE1tS$IV E'T. SEE ADDITIONAL PACES POR SPECIFIC AND GENERAL CONDITIONS. i1UILDINC CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dodo County Building Code Compliance Department and approved by the Building Code Conuiiittee to be »sed in Dnde Cpu icy, Florida tinder the conditions set forth above. APPROVED: 2 7 19 9 4 • Raul Rodriguez Product Control Division Supervisor Charliltoanger, P.n., Director Building Code Compliance Department Metropolitan Dade County 1:1!41 B t ELtiR ROOF I NF ARplisan1: Monier Roof Tile 1900 Northwest 21st Avenue Fort Lauderdale, FL 33111 Cnlegn : Prepared Roofing Sub- Category: 7 Tile Mortar Set/Adhesive Set Sub -Type: Concrete ID =30S 651 9293 PRODUCE' CONTROL, NOTICE Or ACCEPTANCE. RoonNC Svsrt?ni ArrRovAI. S y font Dcscri Product Control No • 94— 1212 -Q2_ r, 2 .199 4 DEC 2 7 1991 Approval Date: Expiration Date: Monier Roof Tile is n member of the Redtand Group, a world wide producer of primary building products and roof tile. Monier manufacturers concrete roof tilt; for nail -on 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 aggrcgatcs. : lust! Lotht ct_CQntroLAnoreYat ,rclntcs_to_Mouicrs. "MissioIL1b rrel ti1c prgtila Refcr_tQ nppropriaiclrot1u,st Control .Anlaranls- lbuiltctlilt ;t roftics. Monier sells the systems ;''rough local distribution and directly to consumers. All profiles have catching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories such as underinymcnt; ventilation systems nod flashing systems are also available. These accessories are manufacture(' for all profiles and forma part of this Product Control Approval. Moni is "Mission Barrel" roof file has been tested in compliance with the South Florida Building Code requirements for concrete, mortar set and adhesive set tile applications. The minimum roof slope for Monier's "Mission Barrel" mortar set or adhesive scl tiles shall be 2 ":I2 ". See the "Profile Drawing" section in this approval for the "Mission Barrel" profile clawing. 111c Monier "Mission Barrel" 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 System'. Data for attachment calculations is noted in Tables 1 through 3 of this approval. Contact: Reese 14. Moody Technical Service Accessories Manager 1900 NW. 21st Avenue Ft. Lauderdale, FL 33311 (800) 432 -2715 Raul Rodriguez P.03 r 12-20-95 13:42 RIELER ROOFING prailucl Monier Mission Barrel Tile Trim Pieces , TRADE 'NAMES OF PRODUCTS MANUFACTURED OR LADELED DY'APPLICANT Minos jo�ls I _18" w - varies varying thickness I - varies — w - varies varying thickness Test SpstlllcatIQ.ns PA 112 10= 305 651 9293 Product Conlrot No.:- p l 4.1)2, . Product 1� csctilitlI n I ligh profile, two - piece, extruded concrete roof tile. For mortar sct or adhesive set applications. PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. Raul Rodriguez P.04 12- 2E4 -95 1Crt?sluct 1130 Felt 043 Coated Iln.e Sheet 1 : 42 E3I t a , 1 = . 0 *Oral-' 1 Nr Mineral Surface Cap Sheet 1 Rainproof 11 Lenzingtex -20 140 59" x 164' roll Underlayment 22 Ibs/roll Ice and Water Shield Mopping Asphalt Flashing Cement TRADE NAMES or PRODUCTS MANUFACTURED OTHERS Dimensions N/A N/A N/A 30" x 75' roll 36" x 75' roll or 60 "x75'roll 36" x 75' roll N/A N/A Test �petiflea jjgrts ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 PA 104 PA 103 ASTM D 312 type III or IV ASTM D 4586 i ry Raul Rodriguez ID =305 651 9253 Product Control No.: 94 Product 1'leser1Rijop Saturated organic felt to be used as a nailed anchor sheet, Saturated and coated organic base sheet for single or double ply underinyment. Mineral surfaced asphalt roll roofing for ttse as a top ply in a double ply underlaytnent system. Single ply, nail -on underinyment. Single ply, null -on underinyment with 2" self-adhering top edge. Self - adhering underinyment for use es a top ply in A two ply underinyment system with approved 1130 or 1143 as the base layer. Mphalt for bonding a mineral surface cap to n mech. attached base sheet in a double ply underinyment system. Cut back, asphalt based, asbestos free, fibellreinforced, trowdl grado cement for repa4 flashing applications. Mnnurnditrer generic generic generic Lensing Performance, Inc. PCA 1194.0527.05 Protect -O -Wrap, Inc. PCA 1194.0714.01 1V.R. Grace Co. PCA /192-1116.01 generic generic P. 05 12 -28 -95 I3:43 BIELER ROOFING Pro luct Asphalt Primer Roofing Nails Tin Caps Tile Nails Roof Tile Mortar ("TlleTitetM ") Roof Tile Adhesive ( "Polyprottl A11160") Valley Flashing Drip Edge Di enslons N /A mitt. 12 ga. with I /," head min. 32 ga. tnin. I' /," o.d. max. 2" o,d, min. 8d x 2'.4" or min. 10d x 3" N/A N/A min. 26 go. min. 16" width min. 26 ga. min. 2" fnce flange min. 2" deck flange Test . S,prrlricalityls ASTM [S 4 I PA 114 Appendix li PA 114 Appendix C PA 114 Appendix 1: 1'A 123 See PCA ASTM A 525 Raul Rodriguez ID =305 6S1 9293 Product Control No.: _„94.1219.02_ Product T)owrlption Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, cicctro or mechanically galy, roofing nails for use in underiayment attachment. Corrosion resistant circular disc for use in undcrlayment attachment Corrosion resistant, screw or smooth shank nails for additional tile attachment at eave Life COMM. Prepared mortar mix designed for mortar set roof the applications, Two component polyurethane adhesive designed for adhesive set roof tilt applications. Galvanized steel valley flashing PA 111 Galvanized steel drip edge Mnpufactutyr generic generic generic generic Bermuda Roof Company, Inc. PCA H94- 0614.01 Polyfoam Products, Inc. PCA 1194.040 1.01 generic generic P.06 12 -29 -95 13:44 BIELER ROOFING TEsT R r.roirrs Tr +t Are usy nit 'do f= Test NAntetlteplut DAL{ Tile Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -083 Static Uplift Testing April 1994 Engineering, Inc. PA 101 (Adhesive Set) • Redland Technologies P0647 -01 Wind Tunnel Testing Aug. 1994 PA 108 (Mortar Set) Professional Service 224 -47099 Physical Properties Sept, 1994 industries, Inc. M 112 Raul Rodriguez ID= 305 651 9293 P.0 - 1 Product Control No.: , 94.141�QZ�, r 12- 2E7-95 13:4 B'I1 L.Eret RDO IMC. SYSTEMS Deck Type: Wood, Non-insulated Deck Description: New constrttictidn " / „” or greeter plywood or wood plank. SYSTEM Ti: Mortar or Adhesive Set Application Slope Range: 2 ":12" to 7 ":12" Note: System 1) is only ncceptal,le in this slope ntngc. Undcrlaymcnt: .install choice of approved underla system, noted on Page 1 of Dade County Protocol M 120, in compliance with Section 3.02 of PA 120. See System Limitation 116. Rooting Tile: 1.4 C'1 .1 A Al !` ,.1 111 J • • • 1Da30S BSI 9293 P.09 Install tile in compliance with PA 120 using one of the approved mortars or adhesives noted in this approval. Mortnr or ndliosivc stinll be npplicd in compliance with the mortar mnnufacturcr's Roofing Component Product Control Approval. The mortar or adhesive attachment shell provide sufficient attachment resistnnce expressed ns n moment to meet or exceed the required moment of resistnnce determined in compliance with PA 115 or PA 127. The mortar nn(I adheisvc atlnchmcnt data is noted in Tnble 3, minded. Con 1. For re-roof applicntions, "/ plywood is an acceptable substrate. 2. For mortar set applications, the first three courses of tilc shell be nailed with not less than one nail per tile. As nn nitcrnntc, the first three courses of tile shall be npplicd in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not Icss than' /," which is mechanically attached to the deck with not less than one roofing nil every I re. For roof pitches from 6 ":12" to 7 " :12 ", cvcry third tile of every fifth course, beginning at the eighth cattrse, shall be nailed with not less than one nail per tile. Raul Rodriguez Product Control No.: 91219 *Q2_ C 12 -28 -95 13:45 8IELER ROOFING 1. The stnndard minimum roof pitch for Monier "Mission Barrel" mortar set or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar set or adhesive set tile npplicntions is 7" rise in 12" run (7 ":12 "). 2. Monier's "Mission Barrel" the profile has not been tested for ttnf -on npplications, therefore, System A (Counter- 13ntten Nnil -On Application), System 13 (Direct Deck Nail -On Application) and System C (Horizontal flatten Nnil -On Application) do not form pert of this approval. 3. System instn11i1tion slu li be in complinnce with the system specificntions outlined in this Product Control Approval. Mortnr set or ndhcsive set tile shall be attached using an npproved mortnr or tile adhesive noted in Ihis npproval, the data of which is noted in Table 3 of this Approval. The method of attachment utilized shall provide sufficient attachment resistance expressed ns n moment to meet or exceed the required moment of resistance determined in compliance with Dnde 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 tile. As an alternate, the first three courses of tile shall be applied in mortar or adhesive over a single layer of minimum 12 ga. wire mesh with square openings of not less thnn '/ 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 coarse, shrill be nailed with not less titan one nail per tile. 5. For mortar set or ndhcsive set tilt npplicntions, a Geld static uplift test by n Dade County accredited testing agency, in compliance with Dade County Protocol PA 106, shell be required not less thnn :t0 days after applicntion to confirm tilt adhesion. The results of this testing shnll be reported to the building Official a the installer stating that the application has passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall stnte which portion of the test was failed; Category I (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, the installer may repair not more than 5% of Geld area tiles and 10% of perimeter area (i.e. ridge /rake) tile tvillt approved the adhesive. The instnilershall pince nn identifiable marking on each repaired tilt for future reference. Any PA 106 retest shall not include any marked tile. 6. For mortar or adhesive set tile npplicntions, 30/90 hot mopped underinyment applications ntny be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the material manufacturer. Therenfler, 30/90 undcrlaymcnt systems shall be instnlled parallel to the roof pitch in complinnce with Appendix 'A' of Dnde County l'rotocol PA 120. 7. All tiles shall bcnr the imprint or identifiable marking of the manufacturer's name or logo for identiftcntion in the field. 8. The Monier "Mission Darrel" tile profile has been tested for both wind ehnracteristics and static uplift performance, therefore, nitnchment calculations for I ptnllntion in compliance with Dade County Protocol PA 115 or PA 127 shall be done as a 'Moment Bnsed System' SYSTEM LIMITATIONS Raul Rodriguez ID= 305 651 9293 Product Control No.: ,J4- 1219.02_ P.09 • i � 12 -28 -95 1,3:47 BIELER ROOFING 9. Applications for rooting pern is shall include a completed Section 11 of the Uniform Building Permit, a copy of Monier RoINI 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 be made to appropriate data for the required fire rating. 10. Tim applicant shall retain the services of a Dade County certified testing, laboratory to mnintnin quality control in compliance with the South Florida Building Codc and relntcd protocols. Samples taken shall be in complinnce with glade County Protocol PA 112, Appendix 'A'. I I. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Bode. SYSTEM LIMITATIONS (CONTINUED) Q Raul Rodriguez ID =305 651 9293 P.1© t. Product Control No.: :_,9_41:12.12,1)2,_ Table 3: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Monier Mission Barrel Tile Mortar Set 24.50 Adhesive Set 66.50 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 5.47 5.39 527 5.14 N/A Table 1: Aerodynamic Multipliers • 7l (W) . from PA 108 Testing Tile Profile _ X (ft') Batten Application X, (ft') • Direct Deck Application Monier Mission Barrel Tile. N/A 0.31 12 -28 -95 13:47 BIELER ROOFING DATA Fort ATTAC1TMENT CALCULATIONS 9 Raul Itodriguez ID =305 B51 9293 P.11 Product Control No • 94- l219,02__ 12 -29 -95 .1'3:4€3. RIFLER ROOFING 4 PROFILE DR/WVANCS r� nnon�i�R ROOF TLLE ID= 305 651 9293 P.1 MONIER MISSION BARREL TILE Product Control No.: :31 ,.1 12-28-95 -1'3:49 - B I ELER ROOF 1 NG UUILOIHO CODE COMPLIANCE DEPARTMENT SUITE 1609 McTRo.onoC FLAa1EI1 0U1LOINO 140 WE61 FLAMER MEET MIAMI, FLONOA 03190 -15e3 HOT1C1. Or ACC ti 4. a 4. e MS. t306I M6.2901 FAX 3o5 3111.29011 I. extensions of Acceptance may be considered nfler a new npplicntion has been tiled and the supporting data, test reports no older thnn ten (10) years, have been re evaluated. All reports of re- testing shall bear the seal, signature and date of nn engineer registered in the State of Florida. 2. Any revision or change in the mnterials, use, or ntnnufncture of the product or process snail automatically be cause for Ierminntion, unless prior approvnt is granted for revisions or change. 3. Any unsntisfactory performance of ibis product or process or a change in Code provisions 311011 be grounds for re- evacuation. 4. This acceptance shell not be used as an endorsement of nay produce for snles or advertising purposes. . S. The Notice of Acceptance number preceded by the words Dade County, Florida. and followed by the expiration date mny be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. G. Product approval drawings, where required for permit applications, shall be provided to the applicant by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- seated by on engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. J This approval supersedes all previous npprovnls. I0 =305 651 9293 METROPOLITAN DADE COUNTY, F LORIDA ME1'fO -DADF. FLAGLEI BUILDING, Raul Rodriguez Product CdMtM'Division Supervisor 't ., P. 13 3 ' . Job Address /,..2 / � �9 . 1 ifi14. %1,O re&ax Folio ++ Btk 19 .regal Description! IQ.Sk MS Sac t Pro P13 to- fro LJI /9 Historically Designated: Yes No / Tenant Qr1 -t e4nne P e, Master Permit # Date Owner's Address /02 / /ft 9,6 S t m 1 '4/)1► J h reS g., 33eg Phone 756 1404 Contracting Co. !/Af /q ti 6 RO6 FI N Q (, p n s't ue1(o%1 Inc.. Address / &..5 A F,,p,/ d e, m i ;;c gL 33 -9 Qualifier p ltl' P State # &'6 O2 V Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICA ROOFING AVING FENCE SIGN WORK DESCRIPTION Pe/Rove ve Sf7n y roof 744 -.r1�J c .3D & se 2 hS � mo /0 S/a � X10 /',r ,ced Cg t 0-0 /or Square Ft < oC:2-69 Estimated Cost (value) /r j 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 law permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS 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 -names ntracto • • t - work stated. •r S of owner and/or Condo President Date otary as to Owner and/or Condo President Date My Commission Expires: / a y--ey N>S: PERMIT c )- , RADON PERMIT APPLICATION FOR MIAMI SHORES VILLAGE APPROVED: Zoning Building Mechanical Plumbing SS# STPhone q x-9999 V C.C.F. 7 NOTARY 11-3, 06- 0/3- 016 construction in this jurisdiction. I understand that separate d MECHANICAL WORK. ature of Contracto wner- Builder 41 "er-1-1 "te..-641,___— otary as to Contractor or Owner - Builder My Commission Expires: PICIA. ; ARY SEAT, MARCIA E TRUCKS NOTARY 'PUBLIC STATE OF FLORIDA COMM ;,SIGN NO. CC314849 MY COMMISSION EXP. SEPT 123997 Electrical Engineering Date //a 3h Date TOTAL DUE 3 6. Lender's name and address: Notary Public Print Notary's Name My Commission Expires: 0 - ■':t • 0 NOTICE OF COMMENCEMENT A RECORDED COPY MIST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 2. Description of improvement: /Ws"— RDDP 9' 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: /„2/ ,4t, in 96 s� r m, qm, sTr oR S, /% 33/3e 3. Owner(s) name and address: f2 Me-rr tj � Q4nA e Poch e- /,2/ N,E 96S m /Ana Siores, .x3/38 Interest in property: PFe 3'L6' /� r Name and address of fee simple titleholder: QI6e Al r � � eQnne_ Q Pe e, a // / / .0 6 t1 YI 1 r R,ii I V h reS' / 33/38 9 4. Contractor's name and address: l/N RD6F /N9 0 eci4 rruddiiM / 4<� ✓ RUE /hiflrNi� �G .33/7 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 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: a /L�r/ �l e4/1f1 & ,Ia POCt °c- /,2/ ,Vr 9.4 SI IYI i4M i S)i o res /I 3 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor' Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Si l ure of Owner / ' Print Owners Name cf /� I be!'� '�1 e4 nn e ,�y� Sworn to and subscribed before me thisQ�l day of ' , 19 "l�. . O CIAL N TAft -CE .L 1 EP CC401261 AUG. 17,1998 // D /3 —A6'ka 96R037000 1996 JAN 26 10:01 Prepared by: f'417f ©C'rE ( 7 Address: /830 /vim ,. /1t'6 /11/11 W 0X3/ 123.01.52 2/93 y cab 4 1. General 2. Documentation Unique Roofing & Construction Job Address: 121 NE 96 Street METRO -DADE UNIFORM BUILDING PERMIT SECTION H MORTAR OR ADHESIVE SET TILE SYSTEMS The information provided in this Section is required to confirm Product Control Approval of the proposed tile system assembly; confirm compliance with the wind load requirements of Chapter 23 of the South Florida Building Code (SFBC); and confirm compliance with Sections 3403.5 and 3404 of the South Florida Building Code. The following documents are required for submission with the Uniform Building Permit application: (a) Two (2) copies of the proposed tile system assembly's and associated roofing component's Product Control Approval(s). (b) One (1) copy of the tile system assembly and/or roofing component(s) manufacturer's published application instructions and literature. (c) All documents attached herein, filled out and completed in full. 3. Project Information Check one of the following: New Construction Re -Roof Note: Mortar or adhesive set tile systems are not acceptable as recover applications. Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 1 Is the deck soldid sheathed? (Check 'yes' or 'no') Yes Deck Type (check one of the following): Nominal 1/2" Plywood (for re -roof only) Nominal 5/8" Plywood Wood Plank 1x6 " Other Roof Pitch (fill in): 3/ ":12" Note: Mortar or adhesive set tile systems shall not be installed at a pitch greater than 7- 1/2 ":12 ". Mortar or adhesive set tile applied at a pitch greater than 5 ":12" and less than or equal to 7 ":12" shall have the first three courses of tile nailed with not less than one nail per tile. As an alternate, the first three courses of tile may be applied in mortar over a single layer of minimum 12 ga. wire mesh with square openings of not less than 3/8" which is mechanically attached to the sheathing with not less than one nail per 2 ft . Circle 'yes' or 'no' for each for the following: Have you attached two copies of the tile system manufacturer's Product Control Approval for the proposed tile system? Yes Have you attached a copy of the tile system assembly and/or roofing component(s) manufacturer's published, application instructions and other literature? Yes Is the proposed underlayment approved for use with this tile system assembly? Yes Yes Unique Roofing & Construction Job Address: 121 NE 96 Street Project Information (continued): If the proposed underlayment is self - adhered, have you complied with the venting requirements of Section 3913.3(b), (c) and (d) of the South Florida Building Code? Yes Are all related accessories approved for use with this tile system assembly? Are the proposed edge metal attachment fasteners in compliance with the requirements of the South Florida Building Code (minimum 12 ga. annular ring shank, corrosion resistant nails)? Tile: Tile Name: Hacienda Color Thru Concrete tile Manufacturer: Pioneer Tile Material: ❑ Clay 4. The Tile System Assembly: The following information is required to confirm compliance with Subsections 3403.5(a) and (c) Section 3404 of the South Florida Building Code. Yes Concrete Other Product Control Approval Number: 95- 0228.02 Mortar or Adhesive: Check one of the following which apply to the proposed tile securement for use with the proposed tile system assembly: Contractor: Unique Roofing & Const. Inc. Process No. ❑ Mortar: Manufacturer: Tile -Tite pre -mixed cement Miximg Ratio: Adhesive: Type: Manufacturer: Tile Fasteners (for first three courses if roof pitch exceeds 5 ":12" and is less than or equal to 7 ":12 "): Check one of the following which apply to the proposed tile fasteners (for the first three courses) for use with the proposed tile system assembly: ❑ Minimum 12 ga. galvanized roofing nail: Length: fing & ❑ Other: Type: Length: N/A Note: All tiles shall be installed in compliance with the provisions set forth in the tile system assembly manufacturer's Product Control Approval and the minimum requirements set forth in Subsections 3403.5(c) and 3404.2 of the South Florida Building Code. Tile fasteners in the first three courses (if applicable) shall be of sufficient length to penetrate the sheathing a minimum of 1" or through the sheathing thickness a minimum of 5/16 ", whichever is less. Underlayment: Mortar or Adhesive Set Tile Systems Page - 2 The following information is required to confirm compliance with Section 3403.5(b) of the South Florida Building Code. Unique Roofing & Construction Job Address: 121 NE 96 Street Underlayment (continued): Check all of the following which apply to the proposed underlayment for use with the proposed tile system assembly: ASTM #30 asphalt saturated felt with: ❑ 19" overlap Tamko ❑ Mineral Surfaced Roll Roofing with: Other: Type: Length: ing Manufacturer: 1 E n 6" overlap 4" overlap n ASTM #15 asphalt saturated felt with: n 19" overlap ❑ 6" overlap n 4" overlap 19" overlap 6" overlap 4" overlap n Other: Type: Manufacturer: Underlayment Fasteners (if applicable): Check one of the following which apply to the proposed underlayment attachment: Minimum 12 ga. electro - galvanized roofing nail with minimum 32 ga. x 1 -5 ?8" tin cap: Length: 1 Manufacturer: Dickson Specialty Nails Contractor: Unique Roofing & Const. Inc. Mortar or Adhesive Set Tile Systems Page - 3 Spacing (per tile system assembly Product Control Approval): Field: 12 " o.c. Laps: 6 " o.c. Related Accessories: Edge Metal (refer to Section 3408.2 of the South Florida Building Code): Type: Dimensions: Gauge or Thickness: Finish: Flashing Cement: Type: Manufacturer: N/A N/N N/A N/A Process No. Note: All edge metal shall be nailed on the flange and nailed or clipped at the face in compliance with the provisions set forth in Dade County Protocol PA 111, marked Appendix 'U' in the South Florida Building Code. Adhesives (check one of the following): ❑ Cold Adhesive: Type: Manufacturer: Asbestos Free KARNAK #19 Job Address: 121 NE 96 Street Adhesives (continued): Note: Application of adhesives shall be in compliance with the Roofing Component Product Control Approval and the minimum requirements set forth in Subsection 3403.5(e)(4)(cc) of the South Florida Building Code. Ventilation System (check one or more of the following): The following information is required to confirm compliance with Subsection 3401.4(e) of the South Florida Building Code. ❑ Ridge: Type: Size: . 2 in Soffit: Type: Size: i Note: If underlayment is comprised of a self - adhered membrane, both soffit and ridge ventilation systems are required, unless a base sheet is applied as an anchor sheet below the self - adhered underlayment. Note: The Tile System Assembly shall be installed in strict compliance with the application instructions enumerated in the Product Control Approval. A permit shall be issued for application of the specified Tile System Assembly only. Any change to the specified Tile System Assembly shall require submission of a revised SECTION II with a copy of SECTION I, noting the permit number issued. Unique Roofing & Construction Contractor: Unique Roofing & Const. Inc. Process No. Mortar or Adhesive Set Tile Systems Page - 4 Additional Notes: Unique Roofing & Construction Job Address: 121 NE 96 Street Contractor: Unique Roofing & Const. Inc. DETAIL #1 Job Site Identification: 121 NE 96 Street. MIAMI SHORES Mortar or Adhesive Set Tile Systems Page - 5 Process No. Ridge Venting: (if applicable) Deck: Type: wood planks Thickness: 1x6 Underlayment: 30# ASTM Underlayment Fastener: 1 1/4" electrogalv. 3/ " Roof Pitch 12 FILL IN APPLICABLE ROOFING COMPONENTS WHICH MAKE UP TILE SYSTEM ASSEMBLY. INSERT ANY ADDITIONAL LEADERS INDICATING ADDITIONAL ROOFING COMPONENTS NOT SHOWN ON THIS PAGE. (Where Roofing Component not used in Tile System Assembly, fill in with "N /A ".) Head Lap Dimension: (minimum 2 " unless otherwise specified in this tile system assembly Product Control Approval) Mortar /Adhesive: Tile -Tite pre -mixed Tile: Hacienda Color Thru Concrete tile Tile Fastener: Existing or Proposed Soffit Venting: Edge Metal or Gutter Fastener: 1 1/2" nails Bird Stop: cement (if applicable) Edge Metal or Gutter: N/A Job Address: 121 NE 96 Street i Ridge Height: Eave Height: 12' feet 8' feet Roof Mean Height 10' feet Insert Building Ridge Height, Eave Height and Roof Mean Height. Also insert applicable information pertaining to the building below. (See ASCE 7 -88 Fact Sheet Attached) Exposure Category: Classification Category: At Hurricane Oceanline ?: ® Y ❑ N Basic Wind Speed at Building Location: 110 mph Building Condition based on % of openings: (See Table 9 ofASCE 7 -88) Ground Level 0% Unique Roofing & Construction BUILDING INFORMATION #1 Job Site Identification: 121 NE 96 Street. MIAMI SHORES Mortar or Adhesive Set Tile Systems Page - 6 Contractor: Unique Roofing & Const. Inc. Process No. Unique Roofing & Construction Job Address: 121 NE 96 Street \% • • • / • ■ • 3S ■g / Contractor: Unique Roofing & Const. Inc. Process No. Sketch Roof Plan, indicating all dimensions, slopes and any rooftop equipment. Also insert variable labeled "a" which represents perimeter and corner dimensions per Chapter 23 of the South Florida Building Code. (See ASCE 7 -88 Fact Sheet Attached.) BUILDING INFORMATION #2: Roof Plan with Perimeter and Corner Dimensions Job Site Identification: 121 NE 96 Street. MIAMI SHORES Mortar or Adhesive Set Tile Systems Page - 7 Job Address: 121 NE 96 Street The undersigned certifies that the Mortar or Adhesive Set Tile System is in compliance with the plans, specifications, and details submitted by the architect. STATE OF FLORIDA - COUNTY OF DADE Before me this day personally appeared who, being first duly sworn, deposes and says that all information submitted herein is true and correct. 9 Unique Roofing & Construction My commission expires Contractor: Unique Roofing & Const. Inc. Process No. v ./ a Licensed Contra or /Owner Signature frt Sworn to and subscribed before me thiS' day of a-A-6( a Al OFFICIAL NOTARY SEAL MARCIA E TRUCKS NOTARY PUBLIC STATE OF FLORIDA COMMISSION NO. L..374849 MY COMMISSION EXP. SEPT 12,1997 JiIk44;. Notary 'ublic State of Florida Mortar or Adhesive Set Tile Systems Page -8 y h1F,XROUAuE Pioneer Concrete Tile 1349 Southwest 34th Avenue Deerfield Beach, FL 33442 Your application for Product Approval of Pioneer COncre(c_']"i Nail.Og ortar or Adhesly S <Co ri„cretc "Hacienda" Rogfing Tile 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 Redland Technologies, The Center for Applied Engineerng, Inc., and Testwell Craig Laboratories & Consultants, Inc. has been recommended for acceptance by the Building Code Compliance Department to be used in Dade County, Florida under the specific and standard conditions set forth herein. The approval shall be valid for a period of three years. The Building Code Compliance: Department reserves the right to secure a product or material at any time for a jobsite 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 the right to require testing of this product or material should any amendments to the South Florida Building Code be — enacted affecting this product or material. The expense of such testing will be incurred by the Manufacturer. PRODUCT NO. : ACCEPTANCE NO.: . 9.0228.112 DEC 1 3 1997 EXPIRES: - PLEASE NOTE - THIS IS THE COVERSHEET. SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS. BUILDING CODE COMMITT'El:. 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 Coipt$ , Florida under the conditions set forth above. APPROVED: JAN-23-96 TUE 14:04 DUN:DING CODE COMPLIANCE DEf ArITMENT IT003 METfO•DADE FLAGLER SU BUILD 1 ING 140 WEST FLAGLER STREET MIAMI, FLOfa►OA 33130.1553 (305) r75 -2401 r_nOD r=ONIR )L OT1cE OF ACCEPTANCE FAX (305) 375-2908 MAR 1 0 1995 Raul Rodriguez METROPOLITAN DADE COUNTY, FLORIDA METHO.DAQE FLAGLER BUILDING Raul Rodriguez Product Control Division Supervisor arles Dar ger, P.E., Director Building Code Compliance Department Metropolitan Dade County 30 5 — P.01 e Test Product Product bint/0A m SinCifiratLqni Deseriplioq Hacienda Tile 1=2 171/4" PA 112 Low profile, interlocking, high w a 13" pressure extruded concrete roof tile 1/4" thick equipped with one nail hole and doublet roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces JAN -23 -96 TUC 14:35 305- TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT' 1 • varies w = varies varying thickness PA 112 Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. J - Kaul Rodriguez 305— P. 02 Product Control No.: - .25= 22ZuZ_ P. 02 01 -23 -1996 14:28 305— PRODUCT CONTROL NOTICE OF ACCEPTANCE ROOFING SYSTEM APPROOAL ,P. 04 Applicant: Pioneer Concrete Tile Product Control No.: 95- 022$.02 1900 Northwest 21st Avenue Fort Lauderdale, FL 331 1 1 — Approval Date: MAR 1 0 1995 Expiration Date: °EU 3 199.7 Category: Prepared Roofing ub-cateonry: Tile Type: Nail - on/Mortar Set/Adhesive Set Sub -Type: Concrete System Description Pioneer Concrete Tile is a domestic manufacturer of concrete roof the with manufacturing facilities stretching from the West Coast to the Southeast. All tile is manufactured from extruded concrete consisting of Portland Cement, plasticizer, iron and metallic oxides, and blended aggregates, This Product Con1El Approval relates to Pioneer's "Hstciencf file rofilc Refer to Juulauhitc Product Control Approvals for other the profiles. Pioneer tile is fabricated with a wide ridged and grooved sidelap providing a water channel at vertical joints. The ridged sidelaps provide a self - aligning function, creating a uniform appearance. All _ profiles have matching trim pieces used for rake hip, ridge hip, and valley terminations. Tile system accessories are also available to make up a complete tile system. Pioneer's "Hacienda" roof tile has been tested in compliance with the South Florida Building Code requirements for concrete, nail -on, mortar set and adhesive set tile applications. The minimum roof slope for Pioneer's "Hacienda" nail - on, mortar set or adhesive set tiles shall be 2 " :12 ". Seep the "Profile Drawing" section in this Approval for the "Hacienda" profile drawing. The Pioneer "Hacienda" 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 System'. Data for attachment calculations is noted in Tables 1 through 4 of this Approval. 4 Contact: Joe Zambruski Customer Service Representative 1340 Southwest 34th Avenue Deerfield Reach, FL 33442 (800) 624-4152 Raul Rodriguez a s• • • • • • • 1 01 -23 -1996 14:29 305- Prt Test Product I�im i.Q.U1 Snec'risatio si Descripy 1g1 Hacienda Tile 1= 17 PA 112 Low profile, interlocking, high w = 13" pressure extruded concrete roof tile h" thick equipped with one nail hole and doubI roll ribs. For direct deck or battened nail -on, mortar or adhesive set applications. Trim Pieces 1 AAA ^1 7 re r1i• 4 -4 4 4 Product Contrul No.: 95-1/77114g2, TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANt I .• varies w IN Varies varying thickness PA 112 Raul Rodriguez Accessory trim, concrete roof pieces for use at hips, rakes, ridges and valley terminations. Manufactured for each tile profile. P.05_ • 01 -23 -1996 14:30 .Product #30 Felt • #43 Coated Base Sheet Mineral Surface Cap Sheet Lenzingtex -ZB 140 Underlayment Rainproof 11 Ice and Water Shield Mopping Asphalt Flashing Cement 305- - rlI i I : I I TRADE NAMES OF PRODUCTS MANUFACTURED OTHERS I Dimensions N/A N/A N/A 59" x 164' roll 22 lbs/rol I 30" x 75' roll 36" x 75' roll or 60" x 75' roll 36" x 75' roll N/A N/A Test Spesifcationj ASTM D 226 type 11 ASTM D 2626 ASTM D 249 PA 104 Single ply, nail -on underlaymcnt. PA 104 PA 103 ASTM D 312 type 111 or IV ASTM D 4586 Raul Rodriguez Product Control No.: 95- 1)22$aL Product Description nuficnsz Saturated organic felt generic to be used as a nailed anchor sheet. Saturated and coated organic base sheet for single or double ply underlaymcnt. Mineral surfaced asphalt roll roofing for use as a top ply in a double ply underlayment system. Single ply, nail-on underlayment with 2" self - adhering top edge. Self- adhering . underlayment for use as a top ply in a two ply underlayment • system with Approved '#30 or #43 as the base layer. Asphalt for bonding a mineral surface cap to a mech. attached base sheet in a double ply underlaymcnt. system. Cut back, asphalt based, asbestos free, fiber reinforced, trowel grade cement for repair and flashing applications, generic generic gencdc generic P.06 - Lenzing Performance, Inc PCA #94- 0527.05 Protect -O -Wrap, Inc. PCA #94- 0714.01 W.R. Grace Co. PCA #92-1116.01 • 1:• , 11 01 -23 -1996 14;30 Product Asphalt Primer Roofing Nails Tin Caps Wood Battens Tile Nails Tile Screws • Roof Tile Mortar ( "TileTitdT ") Roof Tile Mortar ( "Quikrcte® Roof Tile Mortar #1140 ") 9 305- Dimensions N/A min. 12 ga. with ' /," head min. 32 ga. min. 1' /," o.d. max. 2" o.d. vertical min. 1 "x4" horizontal min. 1" x 4" for use with vertical battens or min. I" x 2" for use alone min. 8d x ?'/A" or min. I0d x 3" min. #8 x TA" or min. #10 x 2" N/A N/A Test jiecifica(Qns ASTM D 41 PA 114 Appendix E PA 1 14 Appendix E Wood Preservers Institute LP • 2 PA 114 A ppcnd ix' E PA 114 Appendix E PA 123 PA 123 Raul Rodriguez Product Control No.; 95 Q221Q2 Product g Dcscrjotion Cut back, asphalt based coating used to facilitate bonding of dissimilar materials. Annular ring shank, hot dipped, electro or mechanically galv. roofing nails for use in underlayment attachment. Corrosion resistant circular disc for use in underlayment attachment Salt pressure treated • or decay resistant lumber battens • Corrosion resistant, screw or smooth shank nails. Corrosion ;csistant, coated, coaf'se thread wood screws. Prepared mortar mix designed for mortar set roof tile applications. Prepared mortar mix designed for mortar set roof tile applications'. Manufacjurj generic generic generic generic generic generic Bermuda Roof Company. Inc. PCA #94- 0614.31 P.07 Quikrcte Construr:tio Products PCA #94- 0808.01 ' 01 -23 -1996 r 14;20 • Product Dimensions Roof Tile Mortar N/A ( "BONSALtID Roof Tile Mortar Mix ") Roof Tile Adhesive (Polypro® AH160) Hurricane Clip & Fasteners Valley Flashing Drip Edge a 305- N/A min. W width min. 0.060" thick Clip Fasteners min. 8d x I'V." min. 26 ga. min. 16" width min. 26 ga. min. 2" face flange min. 2" deck flange •A� Test Specifications PA 123 PA 1 10 PA 114 Appendix E ASTM A $25 PA 111 Raul Rodriguez Product Description Prepared mortar mix designed for mortar set roof tile applications. Adhesive designed for use in roof tile applications. Corrosion resistant bronze, aluminum, stainless steel, galvanized steel or plastic attachment clips for supplemental tile attachment. Clip are installed with corrosion resistant roofing nails compatible with the clip. A hurricane clip is required on all nail -on cave tiles. Galvanized steel valley flashing P. 01 Product Control No.: _95- 022.8,02 Galvanized steel drip edge Alum radii t' j W.R. Bonsai Co. PCA #94- 0628.03 Polyfoam Products, Inc. PCA# 94- 0401.01 generic generic generic s • 01 -23 -1995 14:27 305- TEST REPORTS Product Control No.. _A5,02211.02,_ Test Aprncy Tistlitsatifia west Name/Report Digs Redland Technologies 7161.03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102 Redland Technologies 7161 -03 Static Uplift Testing Dec. 1991 Appendix 111 PA 102(A) The Center for Applied 94 -084 Static Uplift Testing May 1994 Engineering, Inc. PA 101 (Mortar Set) The Center for Applied 94 -060B Static Uplift Testing March, 1994 Engineering. Inc. PA 101 (Adhesive Set) The Center for Applied 25- 7094 -1 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, New Construction) The Center for Applied 25- 7094 -7 Engineering, Inc. The Center for Applied 25- 7094 -4 Static Uplift Testing Oct. 1994 Engineering, Inc. PA 102 (4" Headlap, Nails, Direct Deck, Recover/Reroof) Redland Technologies • Redland Technologies Redland Technologies Redland Technologies Static Uplift Testing PA 102 (4" Headlap, Nails. Battens) Oct. 1994 7161 -03 . Wind Tunnel Testing Dec. 1991 Appendix II PA 10$ (Nail -Oti) Letter Datcd Aug. I, 1994 Wind Tunnel Testing Aug. 1994 -• PA 108 (Nail -On) P0631 -01 Wind Tunnel Testing July 1994 PA 108 (Mortar Set) PO402 Withdrawal Resistance Sept. 1993 Testing of screw vs. smooth shank nails Raul Rodriguez P. 02 • Test Agency The Center for Applied Engineering. Inc. • Testwell Craig Laboratories & Consultants, Inc. JAN -23 -96 THE 14:09 Test identifier Test Name/Repod4 Project No. 307025 Wii{d Driven Rain Oct. 1994 Test #MDC - 76 PA 100 Lab #: YQ - IO Physical Properties Sept. 1994 Tech: A. Porcello PA 112 Product Control No.: __95 Raul Rodriguez 305— P. 0 3 IOW P _a 0 3 01 -23 -1996 14:31 305- P. 08 Deck Type: Wood, Non - insulated Deck Description: New Construction "/,," or greater plywood or wood plank. SYSTEM A: Counter- Batten Application SYSTEMS d Product Control No.: 95 -0'23 02 Slope Range: 2":12" to 7 ":12" Note: Counter - Battens, as noted below, are required for slope range 2 ":12" to less than 4 ":12" and are optional for slopes of 4":12" to 7 ":12 ". For slopes exceeding 7 " :12 ", refer to System C. Underlayment: [nstall choice of Approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Vertical Battens: Install vertical battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 2 ". Vertical Battens shall be set in a continuous bed of flashing cement ' /," thick and secured not greater than 24" o.c. into the sheathing with Approved, corrosion resistant fasteners. Vertical battens shall be positioned over the top chord of the roof trusses_ (See Section 2.10 and 3.09 of PA 118.) Horizontal Battens: Install horizontal battens of pressure treated or decay resistant lumber having minimum dimensions of nominal 1" x 4 ". Horizontal battens shall be installed over vertical battens at a spacing to provide a tile overlap not less than 3" and secured through the vertical batten and sheathing with Approved, corrosion re fasteners. (See Sections 2.10 and 3.N of PA 1 18.) Roofing Tile: • Install tile in compliance with PA 118 using one of the Approved methods of attachment for batten applications noted in Table 3, attached. The 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 PA 115 or PA 127. r• .Contntents: I. For re -roof applications, "i plywood is art acceptable substrate. 2. Clips are required on all eave tile. Raul Rodriguez 01 -23 -1990 14:32 305- P.09 Deck Type: Wood, Non - insulated Deck Description: New construction 19 4 2 " or greater plywood or wood plank. SYSTEM 13: Direct Deck Application Slope Range: 4 ":12u to 7 ":12" (Vote: System II is only acceptable in this slope range. For slopes less than 4 ":12 ", refer to System A. For slopes in excess or 7 ":12 ", refer to System C. Underaayment: Roofing Tile: Comments: I. For re -roof applications, " /„" plywood is an acceptable substrate. SYSTEMS (Corrrir uEn) install choke of Approved underlayment system, noted on Page I or 2 of Dade County Protocol PA 118, in compliance with Section 3.02 of PA 118. Install tile in compliance with PA 118 using one of the Approved methods .of attachment for direct deck applications noted in Table 3, attached. The 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 PA 115 or PA 127. 2. Clips are required on all eave tile. 1 Product Control No.: 9-02211.02 • Raul Rodriguez 1 01 -23 -1996 14:33 Deck Type: Deck Description: SYSTEM C: Slope Range: Undcrlayment: Horizontal Battens: Roofing Tile: Com s 305- P. 10 Wood, Non - insulated SYSTEMS (CONTINUED) New construction 1° 6 2 " or greater plywood or wood plank. I-(orizontal Batten Application Product Control No.: 2$- 0228.02 4 ": I2' greater Note: Horizontal battens, as noted below, are required for slopes in excess of 7 ":12" and are optional for slopes of 4 ":12" to 7 ":12 ". For slopes less than 4 ":12 ", refer to System A. Install choice of Approved underlayment system, noted on Page 1 or 2 of Dade County Protocol PA 119, in compliance with Section 3.02 of PA 119. Install horizontal battens of pressure treated or decay resistant lumber hay iag minimum dimensions of nominal 1" x 2" x 4 feet long allowing for a minimum '/ :" gap between each 4 foot length. Horizontal battens shall be installed over the underlayment system spaced to provide a tile overlap not less than 3" and secured through the sheathing not greater than 24" o.c. with Approved. corrosion resistant fasteners. (See Sections 2.I0 and 111 of PA 1 19.) Install tile in compliance with PA 1 19 using one of the Approved methods of attachment for batten applications noted in Table 3, attached. The 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 PA 1 15 or PA 127. 2. Clips are required for all cave tile. Rau! Rodriguez 1. For re -roof applications, " / „” plywood is an acceptable substrate. Deck Type: Deck Description: SYSTEM D: Slope Range: Roofing Tile: JAN -23 -96 TUE 14:15 Wood, Non - insulated Alb SYSTEMS (CONTINUED) j New construction' " /,," or greater plywood or wood plank. Mortar or Adhesive Set Application 2 ":12 "-to 7 ":12" Note: System D is only acceptable in this slope range. For slopes in a ccess of 7 ":12 ", refer to System C. Underlayment: 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 #7. Install tile in compliance with PA 120 using an Approved mortar or adhesive. Mortar or adhesive shall be applied in compliance with the mortar or adhesive 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 4, attached. Comments: I. For re-roof applications,' /, plywood is an acceptable substrate. 2. For mortar set applications, the first three courses voile 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 mash with square openings of not less than 3 / 8 " which is mechanically attached to the deck with not Tess 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 Product Control No.: 95.02:3.02 305— P. 1 1 P 11 01 -23 -1996 14 ;34 305- P.12 SYSTEM LIMITATIONS I. The standard minimum roof pitch for Pioneer "Hacienda ", nail - on, mortar Or adhesive set tile applications is 2" rise in 12" run (2 ":12 "). The maximum roof pitch for mortar Or adhesive spat tile applications is 7" rise in 12" run (7 ":12 "). 2. All nail -on tile applications having a roof pitch less than 4 " :12" shall be installed over both vertical and horizontal battens ( "Counter - Battens "), as noted in System A. All nail - on tile applications having a roof pitch in excess of 7 ":12" shall be installed over horizontal battens as noted in System C. 3. For nail -on applications, brass or stainless steel screws for mechanical attachment of tiles shall have a head diameter larger than that of the preformed holes in the tile. 4. System installation shall be in compliance with the system specifications outlined in this Product Control Approval. Nail - on tile shall be attached using one of the methods of attachment noted in Table 3 of this Approval. Mortar or adhesive set tile shall be attached using an Approved mortar or adhesive, the data of which is noted in Table 4 of this Approval. The 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. 5. For nail -on tile applications, an eave clip is required on all eave tile. For mortar act 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 ntittimum 12 ;a. wire mesh — with square openings of not less than' /," which is mechanically attached to the deck with not less than one roofing nail every 1 fe. 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. 6. For mortar or adhesive set tile applications, a field static uplift tcst by a Dace 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 passed or failed PA 106 testing. If the application fails PA 106 testing, the report shall state which portion of the test was [Ailed; Category 1 (examination for loose tile) or Category 2 (uplift testing of tile). Subsequent to testing, • the installer may repair not more than 5% of field area tiles and 10% of perimeter area (i.e. ridge /rake) tile with Approved tile adhesive. The installer shall place an identifiable marking on each, repaired tile for future reference. Any PA 106 rc -test shall not include any marked tile. 7 For mortar or adhesive set tile applications, 30/90 hut mopped undcrlaymcnt applications may be installed perpendicular to the roof pitch prior to June 1, 1995 unless stated otherwise by the materiel manufacturer. Thereafter, 30/90 undertayment systems shall be installed parallel to the roof pitch in compliance with Appendix 'A' of Dade County Protocol PA 120. 12 Raul Rodriguez Product Control No.: 95- 0221"02 01 -23 -1996 14:35 305- e •4 • P.13 SYSTEM LIMITATIONS (CONTINUED) 8. All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo for identification in the field. 9. The Pioneer "Hacienda" tile profile has been tested for both wind characteristics and static uplift performance, therefore, attachment calculations for installation in compliance with Dade County Protocol PA 1 1 5 or PA 127 shall be done as a'Moment Based System'. 10. Applications for roofing permits shall include a completed Section 11 of the Uniform Building Permit, a copy of Pioneer'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 be made to appropriate data for the required fire rating. I I. 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 be in compliance with Dade County Protocol PA 112, Appendix 'A'. 12. Any amendments to these provisions shall be in compliance with Sections 203 and 204 of the South Florida Building Code. Raul Rodriguez Product Control No.: 95- O22L11 Table 3 -A: Attachment Resistance Expressed as a Moment - Mr (ft -Ibf) from PA 102 Testing :, Tile Profile Tile Application Two (2) 10d x 3" long nails' Pioneer Hacienda Tile Direct Deck New Construction (min. "/,," plywood) 67.50 Direct Deck Recover/Reroof (min. 's /, plywood) 43.00 Battens New Construction 50.90 Table 2: Restoring Moments due to Gravity - M (ft - Ibf) from PA 102 Testing Tile Profile 3 ":12" 4 ":12" 5 ":12" 6 ":12" 7 ":12" or greater Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Battens Direct Deck Pioneer Hacienda Tile 5.57 6.28 5.48 6.18 5.37 6.05 5.24 5.90 5.09 N/A ' - Table 3: Attachment Resistance Expressed as a Moment - M (ft -Ibf) from PA 102 and PA 102(A) Testing Tile Profile Tile Application Approved Nails Approved Screws Approved Field Clip With: Approved Eave Clip With: 1 nail 2 nails 1 screw 2 screws 1 nail 2 nails 1 nail 2 nails Pioneer Hacienda 'file Battens 3.30 6.50 3.00 7.40 24.20 34.80 22.10 32.20 Direct Deck 9.00 17.30 8.40 25.30 24.30 35.50 19.00 31,90 01 -23 -1996 14 :36 305- a ft If A DATA FOR ATTACHMENT CALCULATIONS $ Product Control No.: 95 -0228 02 P. 14 Tile installation with a 4" headlap using two (2) Approved 10d x 3 "long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2'/ :" from the head of tt9e7tile. Clips on eave tile are not required for this attachment configuration. 14 Raul Rodriguez Table 1: Aerodynamic Multipliers - a. (ft') from PA 108 Testing Tile Profile Al (ft') Batten Application h (ft') Direct Deck Application Pioneer Hacienda Tile 0.27 0.29 01 -23 -1996 14 :36 305- a ft If A DATA FOR ATTACHMENT CALCULATIONS $ Product Control No.: 95 -0228 02 P. 14 Tile installation with a 4" headlap using two (2) Approved 10d x 3 "long polymer coated, corrosion resistant, ring shank nails installed in manufactured holes located 2'/ :" from the head of tt9e7tile. Clips on eave tile are not required for this attachment configuration. 14 Raul Rodriguez ' Table 4: Attachment Resistance Expressed as a Moment - M, (ft -Ibf) from PA 101 Testing Tile Profile Tile Application Attachment Resistance Pioneer Hacienda Tile - . Mortar Set 20.60 Adhesive Set 86.61 01 -23 -1996 14737 305- • DATA FOR ATTACHMENT CALCULATIONS (CONTINUtD) ' Product Control No.: 95- 0228.02 Raul Rodriguez P. 15 $ • • • 01 -23 -1996 14 :38 305- 1 1 PROFILE DRAWINGS T 9F. TI1Gisi_• PIONEER HACIENDA TILE TRIM PIECES Raul Rodriguez P. 1 6 Product Control No.: 95- Q22t02 01-:23 -1996 14 ;38 305— METRODADE 1. Extensions of Acceptance may be considered after a new application has been filed and the supporting data, test reports no older than ten (10) years, have been re- evaluated. All reports of re- testing shall bear the seal, signature and date of an engineer registered in the State of Florida. 2. Any revision or change in the materials, use, or manufacture of the product or process shall automatically be causc 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 shalt be grounds for re-evaluation. 4. This acceptance shall 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 be displayed in advertising literature. If any portion of the Notice of Acceptarce is displayed, then it shall be done in its entirety. 6. Product approval drawings, where required for permit applications, shall be provided to the applica:it by the manufacturer or his distributors unless otherwise noted in the Notice of Acceptance. The prints need not be re- sealed by an engineer. 7. Failure to comply with the Standard Conditions shall be cause for termination of the Approval. a This approval supersedes all previous approvals. NOTICE OF ACCEPTANCE; STANDARD CONDITIONS ,+ -4 METROPOLITAN DADE COUNTY. FLORIDA NITRO -DADS FLAGLER BUILDING 1tUILDINO CODE COMPLIANCE DEPARTMENT SUITE 1603 METflO•DADE FLAGLER RUILDINO 140 WEST FLAOLER STREET MIAMI, FLORIDA 33130.1563 (305) 375.2901 FAX (305) 376.2900 Raul Rodriguez Product Control Division Supervisor a P. 17 •• • • GEOTFCHNICAL • ENVIRONMENTAL HYDROGEOLOGY ASBESTOS Miami, May 23, 1996 DYNATECH ENGINEERING CORP. Ms. Ruth Ogen UNIQUE ROOFING & REPAIRS, INC. 18344 N.E. 2nd Avenue Miami, FL 33179 Re : Permit No.: 39074 Gilbert LaRoche Residence 121 N.E. 96 th Street Miami Shores, FL IfirAMMOW NNW IILWINUMAI Dear Ms. Ogen : In accordance with your authorization, DYNATECH ENGINEERING CORP. , has performed and uplift test in compliance with protocol PA -106 and the South Florida Building Code on May 22, 1996 at the above referenced project. Dynatech Engineering Corp., is a Certified Dade County Testing Agency. The purpose of our inspection was to determine the uplift capacity of the existing roof tiles for the one story residence at the above referenced project. The subject roof consisted of a Double Roll roof tiles mortar set. On May 22, 1996 our field engineer visited the site and conducted Eighty Six uplift tests on the roof tiles. All tests were performed according to the South Florida Building Code Section 3404.3 and protocol PA 106 -95. The following is a summary of results : Field Test Results are : TEST NO. TEST LOCATION 1F See Attached Diagram 2F See Attached Diagram 3F See Attached Diagram 4F See Attached Diagram 750 West 84 Street,. Hialeah, FL 33014 -3618 • Phone (305) 828 -7499 • Fax (305) 828 -9598 FIELD UPLIFT PULL TEST Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS TESTING LABORATORIES DRILLING SERVICES INSPECTION SERVICES ROOFING Page No. 2 121 N.E. •96 th Street 5F See Attached Diagram 6F See Attached Diagram 7F See Attached Diagram 8F See Attached Diagram 9F See Attached Diagram 1OF See Attached Diagram 11F See Attached Diagram 12F See Attached Diagram 13F See Attached Diagram 14F See Attached Diagram 15F See Attached Diagram 16F See Attached Diagram 17F See Attached Diagram 18F See Attached Diagram 19F See Attached Diagram 20F See Attached D;.agram 21F See Attached Diagram 22F See Attached Diagram 23F See Attached Diagram 24F See Attached Diagram 25F See Attached Diagram 26F See Attached Diagram 27F See Attached Diagram 28F See Attached Diagram 29F See Attached Diagram 30F See Attached Diagram 31F See Attached Diagram 32F See Attached Diagram 33F See Attached Diagram 34F See Attached Diagram 35F See Attached Diagram 36F See Attached Diagram 37F See Attached Diagram 38F See Attached Diagram 39F See Attached Diagram 40F See Attached Diagram 41F See Attached Diagram 42F See Attached Diagram 43F See Attached Diagram 44F See Attached Diagram 45F See Attached Diagram 46F See Attached Diagram 47F See Attached Diagram 48F See Attached Diagram 49F See Attached Diagram 50F See Attached Diagram 51F See Attached Diagram 52F See Attached Diagram 53F See Attached Diagram Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBSP Page No. 3 121 N.E. . th Street 54F See Attached Diagram 55P See Attached Diagram 56P See Attached Diagram 57P See Attached Diagram 58P See Attached Diagram 59P See Attached Diagram 60P See Attached Diagram 61P See Attached Diagram 62P See Attached Diagram 63P See Attached Diagram 64P See Attached Diagram 65P See Attached Diagram 66P See Attached Diagram 67P See Attached Diagram 6.8P See Attached Diagram 69P See Attached Diagram 70C See Attached Diagram 71C See Attached Diagram 72C See Attached Diagram 73C See Attached Diagram 74C See Attached Diagram 75C See Attached Diagram 76C See Attached Diagram 77C See Attached Diagram 78C See Attached Diagram 79C See Attached Diagram 80C See Attached Diagram 81C See Attached Diagram 82C See Attached Diagram 83C See Attached Diagram 84C See Attached Diagram 85C See Attached Diagram 86C See Attached Diagram Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Greater Than 40 LBS Test results were found in compliance with the South Florida Building Code and Protocol PA- 106 -95. Pursuant to section 7.3.2. of PA 106 -95 a copy of this report shall be forwarded to the building official for his final roof top inspection. The test results are limited to the tested areas. If other roof areas exhibit different conditions, it should be brought to our attention for remedial work. This uplift test is not a roof top inspection. A final roof top inspection must be conducted by the building official for approval. Page No. 4 121 N.E. 96 th Street The test results presented reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof conditions are continously changing due to exposure to the elements. It has been- : a :pl working with you and look forward to do so in, :the near future. Sincerely yours, 11�frsc?�1 Wissam Naam, P. E. DYNATECH ENGINEERING CORP. Engineer Florida Reg. No. 39584 Special Inspector No. 757 WN /sd cg t fo v 2 w Q W Z NE q5 EA e T iI T Dynatech Engineering Corp. Client: N1' 3E 'Rooclac,, 4 coHS;ek.lc- Tmc,ictsc Project: 121 N q s : e.t T1 v Arc■ sv‘oe•Es , Gl-de). DA Scale: N.T.S. ✓ Date: s• 22.96 CONTRACTOR New Construction Name - // Drpt l y t ,,,. tiny ilk 0 '� c.. Jt"r `°� ' l� ti l. Enclosure License No n F C 0 Home Telephone _ t -751W .' "7 1 014 Address i k / O 6, ! � , yvli ate; 6 11, P 33 )3g Telephone2, ` -- isN icikc p Fax -5 l e ;._ QualifierName_pow +ell -Die+t--v1 PROPERTY OWNER New Construction Name jou Me IA M.n r 4 Enclosure Address 04 i g s ' 4- Ji cl_...'t : t61 ci 3 13' Home Telephone _ t -751W .' "7 1 014 Business Telephone Repair Fax Alteration Interior TYPE OF MANAGEMENT (✓ ) New Construction Enclosure Alteration Exterior Repair a Alteration Interior Demolish Relocation of Structure Shell Only Foundation Only Add'I Attachment Other Add'I Detachment Other INSTRUCTIONS - The following steps must he taken to obtain a permit from the Miami Shores Village: Step 1. Complete the attached permit application which must be signed by the property owner and qualifier. Both signatures must be notarized. Please print or type to allow for a more accurate processing of your application. If roofing work will be done, a roofing application must be submitted along with this permit application. Step 2. Submit the completed application with all necessary documents to the Building, Planning and Zoning Department for processing. During the processing of your application, you may be asked to submit additional information. APPLICATION Job Address: Folio Number ft t30qO 49 • 0 13 . Ev Description of Work 46 d ,e000 Lot Block Subdivision PB PG Zoning Linear Feet Current Use of Property Square Feet Units Floors pn Proposed Use of Property Value of Work / 6 // ' Bldg Value Tenant Information PERMIT TYPE (✓ ) Building Electrical Mechanical Plumbing LPGX Roofing Fence Other 1 q( si'- Address Apt. PERMIT CHANGE (✓ ) Chg. Contractor Renewal Revision Extension Supplement Reinspection ARCHITECT Name License No. Telephone F Master Permit No. Subsidiary Permit No. )7) I J h7 e Tax Assessed/Appraised Value 0' 1/5 PERMIT APPLICATION V a .� 3, ).38 City State Zip Flood Zone Base Floor Elev. ENGINEER Name License No. Telephone P'T, C Page 2 IMPORTANT NOTICES 1. DO NOT BEGIN ANY WORK WITHOUT HAVING RECEIVED YOUR VALIDATED PERMIT AND PERMIT CARD. Applying for a permit does not grant the right to begin construction. HOURS OF CONSTRUCTION are limited to: Monday through Friday from 7:30 a.m. to 6:00 p.m., and Saturday from 8:00 a.m. to 5:00 p.m. No inspections will be conducted on weekends or holidays. 2. All construction of demolition areas MUST BE MAINTAINED IN A CLEAN, NEAT AND SANITARY CONDITION free from construction debris. 3. STREETS AND NEIGHBORING PROPERTIES SHALL BE KEPT FREE FROM DIRT AND DEBRIS. 4. SWALES MUST BE PROTECTED FROM BEING DAMAGED BY EQUIPMENT OR VEHICLES, AND MAY NOT BE USED FOR STORAGE. A bond is required for work in or near the street/sidewalk. 5. CONSTRUCTION TRAILERS ARE PROHIBITED ON SINGLE FAMILY RESIDENTIAL CONSTRUCTION SITES. Other construction may have a trailer which requires a separate permit. 6. PORTABLE TOILETS for a construction site require a separate permit. 7. DO NOT DISCHARGE WATER INTO THE RIGHT OF WAY OR STORM DRAINS without approval from the Building, Planning and Zoning Department. 8. EQUIPMENT AND MATERIALS SHALL BE STORED at least 10 feet from the edge of pavement. 9. Department of Health and Rehabilitative Services (HRS) approval is required for applications involving septic tanks. Department of Environmental Resources Management (DERM) and/or Miami -Dade Water and Sewer Department (MDWASD) approval is required for applications involving sewers. AFFIDAVIT - Please read carefully. Application is hereby made to obtain a permit to do work and installation as indicated. I, the OWNER of the property, certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, POOL, EXTERIOR DOOR, MECHANICAL, WINDOW, FENCE, DRIVEWAY, ROOFING and SIGNS and there may be additional permits required from other governmental agencies. I, the OWNER of the property, have disclosed all information related to any work at the property performed in the prior twelve months to the Building Official. Further, I am fully aware that if the cumulative cost of work to my home or business under this and any other permit equals or exceeds fifty percent (50 %) of the fair market value of the structure, the entire structure must meet the present federal flood criteria for finished floor elevation. I am also fully aware that if the total cost of work to my home or business under this and any other permit exceeds fifty percent (50 %) of the replacement cost of the structure, then the entire structure must conform to the current code requirements of the Building Code. WARNING TO OWNER: Your failure to record a NOTICE OF COMMENCEMENT may result in you paying twice for improvements to your property. If you are spending more than $2,500 or intend to obtain financing, you may wish to consult with your attorney or lender before recording your Notice of Commencement. The Notice of Commencement must be recorded at: 22 N.W. 1st Street, 1" Floor, (305) 679 -1078. Once recorded, the Notice of Commencement must be POSTED AT THE JOB SITE in accordance with Section 713 -35 of Florida Statutes. Review the brochure at Village Hall on Construction Lien Law and Choosing a Contractor. ST,'E OF FLORIDA, COUNTY OF MIAMI -DADE STATE OF FLORIDA, COUNTY OF MIAMI-DADE Sigature of Owner 2a. h e. Print Name SEAL: subscribed before Personally known OR, Produced Identification Type of Identification Produced: Signature of Contractor / Qualifier 1p -1 1?4 Print Name day Swom and subscribed before me this da o .Iir1 IP l Al i eture or N ■ l tary Publi - Stat: q FI I da: t \ � " O. ye a 007 ©a . +. a Personally known Gr< SEAL: PERMIT APPLICATION OR, Produced Identification Type of Identification Produced: Page 4 OFFICE USE ONLY CHECKLIST ❑ OWNER - BUILDER FORM (Attach) ❑ FIRE DEPARTMENT APPROVAL (Commercial / multi- family) ❑ CONCURRENCY (New Construction) ❑ OTHER (Specify & Attach) $3.00 per page (Scanning Fee) Miami Shores Village Bond Inspector State Educational Fund State DCA (Radon) Code Enforcement Fine Zoning Review ❑ PROOF OF OWNERSHIP (Attach) ❑ HRS / DERM APPROVAL (Septic / Sewer) ❑ IMPACT FEE (New Construction) Metropolitan Dade County (C.C.F.) $ l 1 a 0 ❑ OTHER (Specify & Attach) $ 0 (sq.ft. = x/1000 x ¢.60) $ (¢.005 /sq.ft.) $ (¢.01 /sq.ft.) 0 SECTION Zoning Electrical Mechanical Plumbing Fire Public Works Structural Building Official BY DATE REVIEWED AND PREPARED BY: PERMIT APPLICATION ❑ CONDO ASSOCIATION APPROVAL (Attach) ❑ BPR APPROVAL (Restaurants) ❑ CONTRACTOR REGISTRATION (On File) PERIIIT FEES TOTAL $ • , -- 6 ISSUING OFFICIAL DATE: CONDITION OF APPROVAL Revised July 2001 10050 N.E. 2ND AVE., MIAMI SHORES, FL • (305) 795 -2207 • FAX (305) 756 -8972 • http : / /www.miamishoresvillage.com ELECTRICAL TYPE Minimum Fee QTY. TYPE Dryer QTY. TYPE Outlet, Appliance QTY. TYPE Service Repair QTY. A/C Central 1 -3 Ton - Heating Strips, each Fan Outlet, Wall Service, Temporary - Paint Booth A/C Central 4 -7 Ton Fire Pump Outlet, Switch - Piping, Flammable Liquid Signs A/C Central 8 -15 Ton Fixture - Fluorescent - Process/Pressure Piping Oven Space Heater (kw) A/C Central 16-20 Ton Pressure Vessel Fixture Light Parking Lot Lights Spas/Hot Tubs A/C Central 20+ Ton Flood Lights Plugmold/Strip Subfeeds, No. of Amps A/C Window FPL - Load Central Posts Swim Pool, Commercial Air Conditioners Garbage Disposal Range/Range Top Swim Pool, Residential Chiller Generators, etc. Receptacles Switchboards Clear Violations Heat Recovery Refrigerator, Comm. (p✓PH) Temp Serv., Construction Compactor Low -volt, Burglar Refrigerator, Domestic Temp for Test - 30 days Deep Freezer Low -volt, Fire Renew - Temp Service Water Closet Demolition Low -volt, Intercom/Teleph. Repair Circuits Water Heater Dishwasher Low -volt, Television Service, Number of Amps Water Heater New MECHANICAL TVPE Minimum Fee QTY. TYPE Condensate Drain QTY. 'rvPE Generator Q'I'Y. 'TYPE Refrigeration, Tons QTY. A/C Central, Tons QTY. Cooling Tower - Heating Strips, each Vent Hood, Cost A/C Wall/Win. Tons Dryer Vents, Number of - Paint Booth Ventilation, Cost Air Handler, Tons Ductwork, Cost of - Piping, Flammable Liquid Periodic Inspections Barbecue Fire Sprinkler System - Process/Pressure Piping Pump and Abandon Bath Fan - Vented, # Fireplaces, Number of Pressure Vessel Gas - Appliance PLUMBING TYPE A/C Condensate QTY. 'TYPE Drains, Roof Q'I'Y. 'I'Yl'E Miscellaneous Fixture QT\'. 'rvPE Soakage Pit QTY. Bath Tub Drinking Fountain Miscellaneous Repairs Solar Water Heater Bidet Filter Replace Pool Piping Sprinkler Repair Cap - Fixture Fountain Pump and Abandon Sprinkler System Cap - Water Gas - Appliance Pump, Domestic Supply, AC Well Cap - Sewer Gas - Natural Pump, Fire Stand Temporary Toilet Catch Basin Gas - Propane Pump, Re- circulate Temporary Water Closet Clothes Washer Gas Piping Pump, Replace - Pool Urinal Dental Chair Grease Trap Pump, Sprinkler Utility - Sewer Discharge Well Ice Maker Pump, Sump Utility - Water Dishwasher Indirect Wastes Relay Repair Vacuum Pump Disposal Interceptor Roof Inlet Water Closet Domestic Well Laundry Tray Septic Connection Water Heater Drainfield, 4" Tile/Res. Lavatory Septic Tank Water Heater New Drains, Area Meter Set (Gas) Sewer Connection Water Re -pipe Drains, Floor Minimum Fee Shower Water Service Drains, French Miscellaneous Equipment Sink Well, Supply Page 3 PERMIT APPLICATION INSTRUCTIONS: Please indicate the type of work being performed and quantity(ies) in the space provided below. RECEIVED AND REVIEWED BY: DATE: :t 1111 A 1' 11 I X "1" r r • • •.• • • •• • • •• • • • • •• • • • • • • • • • • A1'1'I:I'll)IX "1."It1.1O()1!tl•;i) 01Yi`IIitlS 1t(T1•1 :1C'• \ loll t:nIl.11:):�I;;I'I : CVI'i.',11)I•:IIATIOI'I.ti ••• ••• ••• • • ••• As it pctlnins It) ilti; Appr.ntha "I' ", it is Ihc responsibility of the rou(.!I; comiacloi to pinvide Ihc owner tvilli Iltc Ictluired tooling permit, th provide Ilrc tug xltlnin to Ihc utter Ihc. ruttIettl of IIiiS lutni . 1 Ile. lu of Chn111cr 7'1 0 : III $oy i :tt.ilt.iII Cock. (S1 govcnt Ihc nninintunn tcrluircntcnls nod standards of the industry for roofing system ot AdJilionnlly, the following nuns should be utdresscd ns pint Of Ilse ngreemeIIl between Ihr. ovine' mid Ihc cunllnctOi. 1 he uwnct's initial in Ilti idjiccnl Lox indicates Iltnl Ihc item has been cxpinincd. it Acslltelit s •\1'ui Itnta„slti 'I Ite wurtu provisions of Chapter ].I ItIL' foI the purpose of 111(1%'111111 1., Iltnl Ihr, tunitu!', SySlcrtt inters Ihc wind icsisinncc and wnIcr Ittltusluil perfoinuuice slnntlnitI . Arsthr.lit:s (nitltr;tttncc) i55ncs me nu a,0,1 I ,11;011,wi(lI Icspccl to wuiknt pinvisions Arslhclic issues sttLh ns cutm of n;cltilet.lural nppcarance, IIIat me nut (tart of n con{': should lie iuldresscd ns !tint ut the ngtcement between the owner and the conlrnclor. I1cn \Yond Decks: Wilco icplacin roofin Iltc existin wood n deck tiny have to be u,ttt Icd in nl.cotdniice with the ctt icul ItOVisiot5 of Chapter '29 of Sl'IIC. (The ruul Jerk is ustrnlly in,ncr.nlc.d ptiut Io removing Ihc existing roof system) I. C uunttun Iluuls: Common roofs ate those whit:I1 hnvt nu visihtt: delineation between nl. ghbutinp, obits (i.t:. townhouses, condominiums, etc.). In buildings with common tools, Ihc ruolutg t:tnttnt :Iul null /ur owner should notify the occupnnls of adjacent units ill roototg \Yolk to btu Ittifulntcd. I. I.t nosed ccilings; fixposcd, open beam ccilings ire whcic Ihc undCISidc ill Ihc ruuf dcckirtl; CI It be viewed ftottt below. the owner may' wish to rnninlain the nrcttilcctutnl nppcarnntc,.ihcrcfntc, tool - ung unit pencilati0ns of the, underside of Ilnc decking may not be acceptable. ;Ihc SI I)C plovidcs II�c option of ntainlnining this appearance. .(.,i-14.14.143_ l)ti•ncr'.i /Agent's Signnlure tilgnnlurc • ••• • • • ••• • • • • • • • • • • • • • • . • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • ••. • • • • ••. S. holding Water: '1Itc t :utcnl roof system nn ;l /or deck of the building only not Itit t wt•.II and nti ry cnnsc water lu pond (nccuutulnic) in low-lying areas of Ihc roof. Pointing con be nn indicnlion of struclutnl (listless and may Icgttirc the levies of it professional stiucltual engineer. I'ontling nuay �htiticia the line expectancy and pciforttancc of the new rOOfutg I'onding conditions may ui11 lac evident until the original rooting system is removed. I'untling conditions should be collected. G. ()vet How Sclulljtc1.3 (will outlets): It is required Iltal rn How off so Hint Ihr, roof i) 1101 u rrluaded (font it build lip of wnlcr. Perimeter /edge wills or outer rout extensions nut block this disch;l gc. if ovcrllow scuppers ( will outlets art not prov 11 luny be neress;tty Io 61%1tt11 uvcrlluw sr.ttppt:l5 in nct:ordnncr. wills (:Itnplcr 2.1 01 Ihc 7. VcIIIIInllon: Ivlusl roolslluc!ures should hive some nbi!iiy to vent nnlutnl airflow Ilouuglh Ihr: itel criut of the slruclurnl assembly (Ihc building itself). The existing amount of nilic vcnlilnlion shall nol be reduced. 11 tinny be bencfn:inl no consider iddiiionnl venting which can iesuli in extending Ihc service life of the roof. )nlc Conn neiot Slgnnlurc • • ••• • • • ••• W Q Pf �(�� l :y ego • • ( '64" COC : 1COr+�� • • ••• • • • • ••• ACC . S � - - ^ (f r) l c .i ( ) ^r -- 7� -. r Ye- w� r =..Lagcrf F L . r - 31 SiccC •• •!'h �: yr• • • • • • • • •• • • • ❑ New Roof 0 R — o fi n,7 • C : 943/fr J ROOF =GET t D v � TT (Dr d�.t�: N � I -�.1 '� ., . , 1 ; 1 ` 1 • 3 - 1 1; 1' t- I; 1 r • ; / 1 1 3 1 ; 1 ; 1 ; r - - -- - - ' ; ` • 1 1 ` ` • r r 1 --- - - - - - -'� _ -- 1 . . 1 1` 1' 1 1. • • 1 , , . 1 i ' . I 1 ' r 3 1 ' 1 ' • • 1 . ' ' f • 1 1 1 1 t f 5:;.13, 1 t 1 t - 1 I 1 ' 1 ' t' r ' ` ` 1 1 t • • 1 r • ,.. ' 1 1 1 1 1 1 • 3 1 i 1 1 1 1 1 ' 1 1 1 . ,', • 1 1 1' 53 1 1 1 • 1' 1` 1 1 1 ' ,' 1 1 1 1 ' 1 1 1' , 1 1 I 1 1 1 3 1 1 r 1 .' 1 1 1 1 1 1 1 ` 1 1 1 , ' I t , 1 1 1 1 1 . 1 t t t ' ' 1 1 1 ' ; ' ; ' ; ' ; ' ; ' ' ' ; I f + 1 ' 1 ; 1 1 I 1 1 ' 1 ' I I 3 I l ' ' 1 1 I 1 1 1 1 ( 1 ! , t l . • i , 1 t I ; ' ; 1 ; 1 1 ' ; , ' ; , ' t ' t ; 1 ' 1 ' l t t , , 1 I 1 t . 1 i ' 1 ' ' 1 ` I ` . 1 • 114.x. S.l i _ _ _ _ _ - 1 r . ' I i . S tl rTN' + 1 ' l t t t . I , ' 1 ', • • 1 I 1 • , ' . 1 P_ JCL - Co . I 1 1 ' Fled: ' 1; 1' ' I 1 ' 1 1 DE ?AIL 1 g'- ' . - - - -- ----- _ - - - -- _I-2-1-------------------------: _ - - - - -- ,-_ Deck rip= TT t r7M .N 1 , •'rccdc Yfor_-r iad AdScrrt �:ie •• • • •• • • • • • • • LUC: • • •••• ••• ••• • IV ( •• • • • •• ••• •• • • • • •• • • • • • • • • • • ••• ROOF =L`� s .,. ., «.,..,.,.....,.,.,•�...,.. oo • or: ue bac groom 0111 to Yon of dus check, and the intngeSafea, logo on back. t not present, t o not cash. ; - • DALEY ROOFING, INC. 78 N.E. 106TH STREET MIAMI SHORES, FL 33138 305 - 754-9892 PAY ORDER OF VULa4e. 1 $ -2e e dal° Bankof America. ACH RR 063100277 FOR ii/LL1' 000374511' ':063000047': 00 L596 2 L95030 DATE l elk I 6 D S B 3745 63 -4/630 FL 1035 MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Dat aD Tim Type Insp'n Permit No. 5c 7 Name Address Company Phone # ��11 For Inspector: 0 vc) Name & Date Correction Re-Insp'n Fee op, r • 1 1 . 1 1 1 i "• TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF DADE: 02R459053 2002 JUL 24 11 :22 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: ‘2,-( N at 0 - f )4(e41-04-1 s la 4 re5, L . 2. Description of improvement: ger tEt..) - Ot1 GA-PAGE FtA-r gF 3. Owner(s) name and address: J &ty►11e ° 1.SPOCIV Interest in property: Name and address of fee simple titleholder: 4. Contractor's name and address: 5. Surety:(Payment bond required by owner from contractor, if any) Name and address: Amount of bond $ 6. Lender's name and address: I- I S Ceti' ,J Na /Q a& ! b 2- Z / L.S_ A-). 16 s 7 / I re. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date of recording unless a different date is specified) Signature Owner Print Owners Name-Ye-One ROC-8E Sworn to and subscribed before me this 7 day of 1 r , 19 62.. Notary Public Print Notary's Name " My Commission Expires: L viA-hi T 11•;EF;rBrY CERTIFY ",;•1t%tr , r. ongin21 fiEd in i;ns ci •r c 471 T, ny,arid I ;ArtVEY,fU'V!ii C Ly Address: Prepared by: OFFICIAL NOTARY SEM. NELIDA ARMAS TE OF FLORIDA COMMISSION NO. CC831342 MY COMMISSION EXP. APR. 29 /q/ vri ro 1 -,r�TT / - - ? - / 5 ' 1 /4 5r ,C474frf i r ! • .7 .'4• " , r PERMIT t'PLCATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date 711510/. Job Address /2/ Kr. 9657- Tax Folio Legal Description fl ( ( FoEI Historically Designated: Yes No Owner /Lessee/Tenet C), G l Rd c' b ` Master Permit # Z)? Owner's Address 1 a-1 ► . � , 96 1". Phone (J a 5 ) 7S6 ` [Y. 1 ± Contracting Co. SRS 051ZOt.1 RF-tNC Address Qualifier 1f vrc L= o L . _L✓ f ) 4 "/2 SS# 4_ p` 0 5'4/ 3c-r--5-5-3 7'i 7 ' Phone State # Municipal # WORK DESCRIPTION: Square Ft. .0 iLvvr� C/��>L •c kt 7? .v � 7'# / Notary as to O r and/orCond President P ate My Commission xpt #es FEES: PERMIT 4✓ RADON APPROVED: Zoning Building Mechanical ,I Competency # Ins. Co. IF THERE IS NO PERMIT PACKAGE ACCESSIBLE ON THE JOB SITE FOR INSPECTORS TO VERIFY, THERE WILL BE NO INSPECTION. RE- INSPECTION FEE IS $50.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING Estimated Estimated Cost (value) WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND o _ ! • • • •1 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 ANY 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 all disciplines. 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. azure of owner and/or Condo President 13 ate att e of Contractor or Own Builder Notary as to Contractor or Owner Builder My Commission Exp C.C.F 11 \ D NOTA fri; TOTAL DUES b I 7// )42 Date Date Electrical Plumbing Structural Engineer Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniform Permit Application Form. Master Permit No. Contractor's Name Job Address / 2 / 10 o d Section A (General Information) Process No. Ml's ref, Al 9 6 sT ROOF CATEGORY ?ig Low Slope ❑ Mechanically Fastened Tile ❑ Mortar /Adhesive Set Tile Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof ❑ Re- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) Section B (Roof Plan) Sketch Roof Plan: Illustrate all levels and sections, roof drains, scuppers, overflow scuppers and overflow drains. Include dimensions of sections and levels, clearly identify dimensions of elevated pressure zones and location of parapets. t'4 0 IVY MI MC SHORES V WLAG5 Metal Flashing at all change of Plane /0a SECTION 1524 I.1IGH VELOCITY HURRICANE ZONES REQUIRED OWNERS NOTIFICATION FOR ROOFING CONSIDERATIONS 1524.1 As it pertains to this section, it is the responsibility of the roofing contractor to provide the owner with the required roofing permit, and to explain to the owner the content of this section.. The provisions of Chapter 15 of the Florida Building Code, Building govern the minimum requirements and standards of the industry for roofing system installations. Additionally, the following items should be addressed as part of the agreement between the owner and the contractor. The owner's initial in the adjacent box indicates that the item has been explained. Ii 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane /ri are for the purpose of providing that the roofing stern meets the wind resistance and water intrusion performance standards. Aesthetics (appearance) issues are not a consideration with respect to workmanship provisions. Aesthetic issues such as color or architectural appearance, that are not part of a zoning code, should be addressed as part of the agreement between the owner and the contractor. i 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be if ailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zorie$) of the Florida Building Code. (The roof deck is usually concealed prior to removing the existing roof system). i .1 ...of 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring its (i.e. townhouses, condominiums, etc.). In buildings with common roofs, the roofing contractor and/or owner should notify the occupants of adjacent units of roofing work to be performed. 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be �c►c wed from below. The owner may wish to maintain the architectural appearance, therefore, roofing nail penetrations of the underside of the decking may not be acceptable. The Florida Building Code provides the option of maintaining this appearance. '/ 5. Fording Water: The current roof system and/or deck of the building may not drain well and may c s e water to pond (accumulate) in low -lying areas of the roof. Ponding can be an indication of structural distress and may require the review of a professional structural engineer. Ponding may shorten the life expectancy and performance of the new roofing system. Ponding conditions may not be evident until the original roofing system is removed. Ponding conditions should be corrected. 41114 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not r from a build up of water. Perimeter /edge walls or other roof extensions may block this discharge if overflow scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in accordance with the Florida Building Code, Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the ter nor of the structural assembly (the building itself). The existing amount of attic ventilation shall not be reduced. It may be beneficial to consider additional venting which can result in extending the service life of the roof. CADOCC MC- Nrnp•IOCALS- 1■TempISECTIO\ 17:14. ontractor's Signature, .P- Florida Build.ng Code Edition 2002 Hie •'_ICC ^f Hurrcane ire _niform =ernit caner := Section C (Low Sloped Roof System) Fill in Specific Roof assembly Components and Identify Manufacturer t•r a ccmpcnent is not identify as 'NA') S'stem Manufacurer - a F Ma t• P r r p rVA Na.: 02 - 0408.09 Cesign Wind Pressures =-7om RAS 12B or CaicLIatrons: Prnax1: -52 Prr x.2 -87.3 Prnax3: -131 . Max. Design Pressure, Fcm the Specific NC. System: -52.5 ecx. Type: Woo= Gauge/Thickness: = Sicoe: i Face 26 ca A, Sheet & N: of Pty(s): A :ichcr/Base Sheet Fas..teelerJEonding Materat: :rsuIaticn Base Layer Ease Insulation Size anc Thickness: Ease Insulation FastenerEonding Material: T :p Insulation Layer. T :p Irsulation S;ze ano Thickness: Top Insulation Fastener - Sending Material: Ease Sheet(s) & No. of P"!(s)n Ply r a :1= s 7 Base Sheet_ Ease Sheet Fastener /6c7cing Material: '_i " Ring Shank Nails Corrotion resistant P'y Sheet(s) & No. of Pivi!: 2 Plies Gafy las PIy IV P.y Sheet Fastenerrficndng Material: Hot Mopped Tap Ply: Gafglas Mineral Surface Cap Sheet Tip PIy Fastener! Bondrrg Material: Hot Mopped S Fastener Spacing for Anchor /Ease Sheet Attachment Field: 9 'cc e _ap,tiRows 2 g 9 'oc Perimete o • oc Lap, # Rows Comer. o ' oc . Lap, # Rows 4 Field Perimeter Ccr -;er Ow GAFGLAS ttinKaI Su tic. Cap Sheet Haig 2 Plies :aAFGLA =ty IV Hot . MoPPee :One Pt. :w'd.=GLAS Base S. et Fastener WOG >t 2i£26 ga 1 2 Pass Strips 9`s on lop on Drip @ 6 'cc 6 - oc Number of Fasteners Per Insulation Board illustrate Components footed and Details as Applicable: Wcodtaiccic:ng, Gutter, Edge - ermination, Stripping. Flasrr-g, Continucus Cleat, Cant Strip, Ease Fashng, Ccvnter- Flashing, Coping, Etc_ Indicate: Mean ;Roof Height, Parapet Height, Height _T Base F;ashing, Ccr ,pone-t Material, Materia Thickr.es.s, Fastener Type, Fastener Spacing or Sup -'t Manufact rers Desiis that Comply RAS Tit and Charter ParaGet Mean R37 -evz Roof rle.g' 8 r M! (•traY 23 2002 22 :45 St,•ILDE' G CODE COMPLIANCE OFFICL (RCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA_ GAF Material Corporation 1361 Alps Road Wayne, NJ 07470 c MIA M t -DADE COUNTY. FLCi:DA Mr : cD a FLAG:,ER 8l NG 140 wl-ST FLACLER STREET, SUITE :40.1 MIAMI. FLORIDA JJIJO- $ 3 FA-X (305) 3': :503 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of Et nut na s . The documentation submitted has been reviewed by the BCCO and accepted by the Building Code and Product Review Committee to bc used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ART). This NOA shall not bc valid after the expiration date stated below. f}hc Mikan-Dade County Product Cora -cl Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade Cowry) reserve the right to have this product or material tested for quality assurance purposes. LF this produ:.i cr nute;ial fails to perform m the accepted manner, the manufacturer will incur the expense of such testing and th , ' or sus t iJ may itamedia.cly revoke, modify, p� the use of such product or material within their jurisd:ctlon BORA reserves the r.ght to revoke this acceptance, if it is determined by Miami -Dade County Product Contra Div.ion that this prod:,.t or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with :hc High Velocity Hurrieaz Zvnc of the Florida Building Code. DESCRIPTION: GAF Conventional Built -Up Roof System for Wood Deck LABELING: Each unit shall bear a permanent label with the manufacturers rase or ',ago, city, sate and following statement: "Miami -Dade County Product Control Approved', unless otherwise noted harem. RENEWAL of this NOA shall bc considered after a renewal application has beer. filed and there has been no change in the applicable building code negatively affecting the performance of this product TERMINATION of this NOA will occur after the expiration date or if there tats bee a rcv ;on or change in e`.- materuls, use, and/or mar_..factur_ of the product or process. Misuse of this NOA as an c dor.ernent of any product, for sales, advertising or any other purposes shall automatically terminate thus NCA Failure to comply with any section of this NCA shall be cause for termination and removal of NOA ADVERTISEMENT. The NOA number preceded by the words Miami - Dade County, the expiration date may be displayed in advertising literature. If any portion of the NDA� ye then shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the and shall be available for inspection at the job site at the request of the Building Ofmcia; x Its distributor= This NOA consists of pages 1 through 21 The submitted documentation was reviewed by Frank Zutoaga, RRC NOA No: 02.0408.09 Expir a Datr. 11104,03 Approval Date. 05/23g2 Page I el 21 Fa Derr n. ROOFING SYSTEMAPPROVAL Caleoor• Su b- Catetor : Deck TvIze: Maximum DvsLLO Pressure Fire Classification: TRADE NAMES OF PRODUCTS MANT_'FACTURED OR LABELED BY APPLICANT: T_ ALE 1 Prod uct GAF Asphalt Concrete Prior (MatrjxThr 307 Prima) GAF Mineral Shield® Granules GAF WeatherCoat' Emulsion ( ;\latri.xTM Fibered 305 Emulsion) GAF Premium Fibcrcd Aluminum Roof Coating ()ViatrixT`r System Pro Aluminum Roof Coating Fibered 301) GAF Jetblack A11 Weather P1ati. Cement (Matrixrt'r Standard WctDry Roof Cement 204) RUBEROI;:z �.;oattic3 Bitumen Flashing Cement Jetblack Premium Flashing Cement GAFGLAS®175 GAFGLAS 180 Ultuna Base Sheet GAFOL.AS Flay PIyrk 6 MAY 23 29@2 22 :45 Rocf.na SUR Wood -75 psf See Gencal Lirrztation #1 Test Dimensions S oecific *tion 5, 55 gallons 60 !b. bags 5 gallons 1, 5 gaflons I. 5 ga Eon5 Product ioa AS .M. U 41 Asphalt concrete pr etr used to proetcae adheaioo of asphalt c built -up roofing ASTM D 1863 Granules for seams of exposed aspealL old process caner_ Dr emulsion GA. Mineral Shield® Granules shall be and for flashing applications only ASTM 1227 Surface coating for smooth surfaced roofs. ASTM! D 2824 Fibered alun'tinum a ASTM D 3019 Refuted asphalt bkcs:d with a min ASTM D 3409 svbiliief and fibers. P -emits adhesion we and dry surface `YOA Yo: 02-044. 1 Expiration Date: 1144,V Appeo al Date: 052i4= Pagt 2 of �] 5 gal1ors ATM D 4536 Fiber reinforced. po modified r ling cement 5 g ASTM D 4586 Asphalt Dashing Cerrnt 39.37"(1 meter) . zS M D 4601 Asphalt impregnated-and coated glass i - 39.3 7" 1 :niter base sheet. I ) .a .. 1 D4601 As—,..alt impregnated aed coated, fiberg'am wide base sheet 39.37"(1 meter) STM wide asphalt coating. =- - D 2I78 Type VI asphalt intpre ated glass felt Pax DAM M Deck Type 1 Deck Descrira1: n: System Type E (1). :) or ' ,cater piy ood or wo:.; plank decks Bast s:.ce.; mc;l:anic.ally faster d All General and System Limitations shall apply. Base sheet: Fastening Options: GAFGLAS1 Ply 4tt, GAFGLAS Flex Plytx 6, GAFGL 3 /75 Rase Sheet cr any of above Base abed., attached to deck with approved annular ring shank nails and tin caps at a fastener spacing of 9' o.c. at the lap staggered and in two rows 12' o.c in the field. Olazinsan Design Pressure -4S pt, f, See Cust1v111nritr>mioR it 7j GAFGi Ply 4 ®, GAFGLAS Flex PIyT' 6, GAFGLAS 175 Base Sheet cc in of above Base sheets attached to deck with Dri11- T cc i 3AF1TI) #12 or 414 Screws and 3" Plates, 12" a c. in 3 rows. One row is in the 2" side lap. The other rows are equally spaced approximately 12" o.c. as the field of the she (3laximum Design Pressure -45 psf, Su Genera! Limitation 17) GAFGLAS Flex PlyTd 6, GAFGLAS #75 Base Sheet or soy of above Ba7e sheets ats. red to deck with app roved annular ring shank nails and tin fastener spacing of 9" o.. at the 4" lap staggered and in two rows 9' o.� the field. (Maximum Design Pressure —52.5 psf, See Genes /.imitation 17) GAFGLAS #75 Base Sheet or any of above Base sheer attached to deck with Drill (GAFl1TE) 112 or k 14 Screws and 3" Plates, 12"' o.c in 4 rows. One row is in the 2" side lap. The other rows are equally spaced approximatciv 9" o.c. is the field of the sheet. (Maximum Design Pressare --6# prf, See General LiaaitatSon 17) Any of above Base sheets attached to deck approved anoint ring shank nails and 3" inv ted Drill -Tee (GAFIT; E) insulation plates at a fastener spacing of 9" o.c at the 4" lap staggered in two rows 9" in the field. (Maxi+ecue Design Presswe —6d prf, See General LLisita no 17) GA.: Gi.AS ,75 Base Sheet or any of above Base sheets attuhed to deck with DnL Tic (G 1I E) 012 or #14 Screws and 3" Plates, 8" c.c. in 4 rows. One row is in the 2" side lap. The other rower ate equally spaced approximately 9" o.c. in the field of the sheet. P! Sheet One o as Design Pressure —75 psf, See General Limitation 17) Y r mere p1,a of GAFGLASZ PLY 40, GAFGLASV PLY 6t ply sheet, 180 L9tirra, RUBEROID MOP Smooth or RUBEROID 20 adhered in a hill mopping of approved asph applied within the EVT range laud at a rate of 20- 40 Ibi: sq Cap Sheet: (Optional) One ply of GAFGLAS$ Mineral Surfaced G mopping of approved a Cap Sleet adhered in a felt mopping PP asphalt applied within the EVT range and at a rate of 20-40 lbs.; q rs' 23 20@2 222 i 56 Wow Ncn- insulated New Construction or Reroof G.- 1FGLAS #80 Ultinuni Base Sheet, STRATAVELTZ Eliminator Perforate` �silablc. RLBEROID Modified Base Sheet, RUBE:ROI:CO 20. RUBEROID SBS Heat- Wcldrt't Smooth or RUB ROID SBS Heat-We:id 25 base sheet rnxbanially fat ncd to deck as described below, OA tin 02- 0408.09 Exp n Date. 111043 APProa'al Mitt: 05/23/02 Pate 18 or 21 Surfacing. Maximum Design Pressure: See Faieaing above MAY 23 2@e. 2257 (Rcquir-.d if us cap d ce( u used) Ittsca!; one of L5c foE!owi. 1 GAF Spc. al Roofing Bir:rnen w;.} an application ra ?: of lbs /sq with an app:uaticc rate of 1.5 gal..'sq.; or GAF WEATHER COATI Emulsion (Matrix 305 Fibcrcd Emu aion) s:th an application rats of : gaI./sq.-, or GAF Pre.caum Fibcrrd Alturninu= Roof Coating (Matra Stiszem Pro Alarunt= Roof Coating Fibcrca 301) with an apptiut:on ate of 1.5 gal-sq. 2. Aspi:alt 13ood coat at an acdicats3n rate of 60 IbsJ3q. _ 2D•., plus g av:l or slag with an application rant of 400 lbs.: sq. & 300 lbsisq , rspcctively. 3. Top Coat Surface Seal SB (Matra 602 SB Coating), Top Ccat MB Plus (Matrix 715 MB Coating), GAF WuthcrCotc or WeatbaC3te LOW VOC applied at rate of 1 -1.5 galrsq. NOA No: 02- 0408.09 Expiration Date: 11/0443 Approval Date: OS 21/02 Pass 19 o(21 rWY 23 2ee2 22:58 :` + -1 IU WOOD DECK SYSTEM LLM1TATIONS. 1 A slip shear is rcquued with Ply 4 and Flex Ply 6 when used as a mechanically fastened base or anchor sheet. 2. Minimum Dens Deck or 1 1 1 .1 Type X gyps= board is acceptable to be installed dux.;ly over the wood deck. GENERAL LIMITATIONS: 1. Fire classification is not part of this acceptance, refer to a current App Roofing Materials Directory far Cue ratings of this product. . Insulation may bc installed in multiple layers. The first layer shall bc attached in compliance with Product Control Approval guidelines. All other layers shall be adhered in a full mopping of approved asphalt applied within the EVT range and at a rate of 20- 401bt. /sq., or m haNciI1 attached using thc fastening pattern of thc top layer 3. All standard panel sizes are acceptable for mechanical attachment When applied in approved asphalt, panel size shall be 4' x 4' maximum. 4. An overlay and/or recovery board insulation panel is required on all applications over closed cell foam insulations when thc bast sh =t is fully mopped. If no recovery board is med the base sheet shall be applied using spot mapping with approved asphalt, 12" diameter circles, 24' o.c.; or strip mopped 8" nbbons in three rows, one at each sidelap and one down the center of the sheet allowine a continuous area of ventilation. Encircling of the strips is not acceptable. A 6" btcak shall be placed every 12' in each ribbon to allow cross ventilation. Asphalt application of either system shall be at a minimum rate of 12 lbs. /eq_ Note: Spot attached systems shell be limited to a maximuts design pressure of -4$ psi 5. Fastener spacing for insulation att.acvncnt is based on a Minimum Ouractcristic Forte (F) value of 275 1bf., as tested in compliance with Testing Application Standard TAS 105. If the fastener value, as field- tested, arc below 275 Ibf. insulation attachment sball not be acceptable. 6. Fastener spacing for mechanical attachment of anc;xc.bue sheet or membrane attachment is based on a minimum fastener resistance value in conjunctien with the maximum design value listed within a specific system. Should the fastener resistance be less than that required, as deteramed by the Building Official, a revised fastener spacing, prepared, signed and sealed by a Florida Registered Engineer, Architect, or Registered Roof Consultant may be submitted. Said revised fastener spacing shall utilize the withdrawal resistance value taken from Testing Application Stan: aada TAS 105 and calculations in compliance with Roofng Application Standard RAS 117. 7. Perizneter and coma areas shall cotstply with the enhanced uplift pressure requizzmints of these areas. Fastener densities shall be increased for both insulation and base shcet as calculated in comphance with Roofing Application Standard RAS 117. (When this limitation is specifically referred within this NOA, General Limitation 09 will not be applicable.) S. All attachment and sizing of perimeter sailers, metal profile, andice flashing termination designs shall conform with Roofing Application Standard RAS 111 and applicable wind load requirements. 9. The maximum designed pressure limitation listed shall be applicable to all roof pressure zones (i.e. field, perimeters, and corners). Neither rational analysis, nor extrapolation shall be permitted for enhanced fastening at enhanced pressure zones (i.e. perimeters, extended corners and corners). (When this limitation is specifically referred within this NOA, General Limitation 07 will not be applicable.) END OF THIS ACCEPTANCE NOA Na 02-040.09 Expiration Date: 11/04/03 Approval Date•. 05/23/02 Page21 of21 ** TOTAL P E. :2 ** ROOF COVLI fNh MAIL .ALS s1tVT) HIltWING SYSII MS (TGF1.) (, ,p,J'um ' ...A .rnJ overtayment bused are offNet o tn. with the wants in the Jr t if pu„ : „roe ,> punt of Ube tout system, tt must be ptacMi below Ilre J,ouvmellt \vub- �l mutt piles of 'CAFGLAS Ply :' or ” ^. G' may be a.:hered to - t/rro.lte.i" :., nut as,LnalL •GAtuUI'i St,auvent Narlable Base Sheer nay br medumcally attached or i vt mo pped :ver rwn.'umbustible decks aril as a recover over m=isting prof ,]sterns. c.AFGLAS Pe,u:e Insulation may be utilized as a cower board over T,ERGUAk1Y insulation in any of the follow/xi systems ASPHALT FELT SYSTEMS WITH HOT ROOFING ASPHALT Type .>2 as?nart glass nut base sheet ('GAFGLAS J75 Base Sheer or "GAFGLAS Igo pre_-..wm dace Sheer) is a suitable auenute for Type Gi asptutt glass fiber piy > neet ("GAFGLAS Ply 4' or - CAFGLAS Pty 6`1 in the Bass A. B or C roof systems _sf'mated below. The roof deck may first be covered with a Type 6i asphalt glass mat be sneer 'GAFGLAS Stratavent (Vent -Pty) perforates.'" or "GAFGLAS Stratavent tVent-P4) for uailable decks'_ Perforated to be mapped and i bie Oa be mechanically azached granule side down. As an cpijcr•. Type G2 asphait ghee mat base sheet ("GAFGLAS 275 Base meet:', "GAF L a30 ?remium Base Sheer . i "GA - LAS Stratavere (Vent -Pty) • (Linable !c:u) may be substituted ic: CO. a_cnalt glass fiber ply sheet or ";_:iGLAi Fty 6') as the mile.: base ply in tie following . 5t- :.i. s.^cct way ce so :id mocDed. mopped er enicliy rasterR,:. Unles otherwise indicate,(, all insulations may be not mopped or mechanirailly fastened. "GAFGLAS Ras Ling" or 'Ruberoid' may be used for flashing in any of the Class A. B or C systems listed below_ When "pertite is referenced, this inc4ldes 'CAFa EAP PERJ4AI.TTN' or any other UL Clas ied periite insulation_ Crushed stone or slag are suitable altematts for gtravel in any of tare flats A, d or C systems tistrd Structural cement fiber building units are considered suitable to be included as a der in tie following Class A, 8 or C s 'listed over C -15/32 or NI_ The use of g} _um bard under any of the iotthwn_ -m, Class A, 8 or C systems sues not adversely eFre- t the rating. The use of 117. in. min gypsum board a an acceptable a ernate tor insulation over C -15/3. decks The use of paystyrere insulation board between min 3/4 in. petite board and deck with rosin paper (pertite /rosin paperrpolystyrerre /pettite) is a suitable alterra:e. for isocyanurate board tc the following Class A_ B or C systems. "GAFfEMP Isotherm RA', "GAFTEMP Tapered Isotherm RA' and '6AFTEMP Composite A' may be su for any isocyanurate iroutation in any of the :otowiny Matt =�iiortt c i:umbdVPer.:a Mop' may be utilized with any of the following "Asphalt Felt t�.c - Tits Roofing - i 280 Premium: Bac.. Sheet may Or used in any of the following systems Class A. B and C. Ho rag asp( a1I, for use with organic aced glass felts or niockfied bitumen ROOFING SYSTEMS (TGFU)— Con -r,rd ,ray Sheet Any 111 Classified gravel surfaced Ga..: A asphalt glass titer 'ma: system. 5. .Lee S1 ,� Sheet (Optional): Red rosin paper. manna _ .:e:x. Base Sheet One layer ui Type 62 GAFGLAS ::: Base Sheer y tse rani ed) \ Ply Sheet One or more layers of Type G1 "GAF ?1y :' or GAFCri..a5 ?� .6' DeckSheet One layer of Type G -3 "GA,=G Smf Cap Sheer- Rase Sheet One Dyer of Type G2 'GAFGLAS 875 daze Sheer. Ply Sheet One or more Layers of Type GI 'GAFGLAS Pty 4" or GAFGLAS Pty Cap Sbeet One layer of Type G-3 "GAFGLAS Mineral Surfaced Cap Sheer. 7. Ueda C -15/32 Incline 2 Insadation: One or more layers pertite. glass fiber, isocyanurate. urethane. 'periiteftsocyanurate composite. perbte /urethane composite, phenoic .0 im. min (offset from plywood joints 6 in.). Base Sheet One or more tapers of Type 61. 62 or 63. Memibrane One or more layers of "Ruberoid Toren' (smooth or granule;, Rumeroid Torch Pius" (granule), "Ruberoid Mop' szaoattt a •grarwtt) oz rRtrberoid Mop Pled (granule). , Cap Sheet CAFGLAS Mineral Surfaced Cap Sheer. hot mopped_ 8_ Deck C -15/32 Incline 2 'Insulation (Optional): One or more Layers perbte, wood fiber, glass Fibre isocyanurate. urethane. perliteluocyanurre composite. perbte urethane composite, wood fiberltsocyanuiate composite, phenolic any Ifticltresi 13ase Sheet Two or more layers of Type 62 or G3_ l'ty Sheet (Optional): One or more layers of Type G1. t4branr_ One or more layers of "Rube oid Torte (smooth or grimes 1'Ruberoid Torch Pins' (granule), 'Ruberoid Mop" (smooth or granule) or 'Rurberoid Mop Pled (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheer hot moppet pass L Desk C -15/32 Indioe 3 -1,2 Tnsartation (Optional): One or more Layers perjze, wood fiber. glass fiber. isocyanurate. urethane. periiteluocyaruan composite. per - ite, nreisane composite. wood ftber/sogmmoit composite. phenolic. are,. thinness_ Ply Sheet Two or more layers of Type G1 'GAFGLAS Pty 4' or "GA GLAS l'ty 6' Cap Sheet Type G3 'GAFGIAS Mineral Surfaced Cxs Sheer, hot noppeo 2_ Deck C- 15/32 Iedhne 3- Imsattttioa (Optional): One or more Layers per wood fiber, glass fib =, isocyanurate. urethane_ pertiteftsocyanura a composite, p - urethane composite, wood fiber/isocyarrurate =opposite, phenolic, am. thickness_ rase bitert iwo or more Layers of type GI, G2 or CU. - - Nemsbranc One or more layers of "Ruberoid Torch' (smooth or granule)_ - Ruberoid Torch Pod (granule), 'Rubemid Mop' (smooth or grannie) or 'Ruteeroid Mop Pled (granule). Cap Sheet "GAFGLAS Mineral Surfaced Cap Sheer. bat mopped L 6. Class A L 0edc C- 15.'2 1Ddinc 3 Insulation (Optional): One or more layers pertite, wood Eimer, glass fiber, isoc urethane, pertite .ocyarsurate composite. pertite/ urethane carnposre_ wood fiber/isoc composite. phenolic am( Pty Sheet Three or more Layers Type G: 'GAFGLAS Ply 4 or •GAFGLAS Ply o', hot mcpped- Surfa,jng; uraveL 2- Deck: C -15 baclin c 2 _ l a-cilia,. (Optional): One or more sayers perlite, wood finer, g'as: - Fiber, isocyanurate. urethane„ pe ^�P- composite. p bier' urethane composit . wood fiber!Ssocya n orate composite, pheino±=r- -any - - - - thickness_ Ply Sleet Three or more Layers Type G: "GAFGLAS Ply 4" or "GAFGLAS Ply o'- 3 VP Sheet One laser Type G3 'GAFGLAS Mined Surfaced Cap Sheer. _ D ec k tic Indio= 2 - Insulation (Optional): One or More 1 yers periite wood fiber, glass - I fir• >socyanuratt urethane. perlite,%.ocyaswate composite. pertjte/ urethane composit wood f berftsocymmoate composite, phenolic.' in. max, KY Sheet: Two or more Layers Type 61 "GAFGLAS Pty 4" e '€A G1AS Ply Ca9 4. SI Zet One layer Type 63 '6AFGL *S Mirteot Surface - idiac 1/2 = tat tore One cm two layers 'Isothesa r. 4 in. max. hot mopped L LOOK FOR MARK ON Class C - De C -15/32 1odiner 1/2 Inundation (Optional): One or more layers pe-rtice. wood fiber. glass fiber isoc amuate. urethane, perfiiefuocyanum a composites pestite/ urethane composite. wood fiberftsocyanurate composite, phenolic. any thickness. Ply Sheet Three or more layers of Type 61 "GAFGLAS Ply 4" or "GAFGLAS Pty m'. Sur "Special Roofing Bitumen' 20 1bs /sq. a (DAL TA R FELT SYSTEMS WITH HOT ROOFING COAL TAR . Debt C - :5/3Z : - - -'ecime 1 Irhsrlasioa (upt;ofeai): tine ear cerise payers perm, wood fiber, glass fibez. t;ocyanu:a:e, urethane: - pretitefsocyanurate composite perihte urethane composite. wood fibet`isocyanurate composite, phenolic. any tirictnesi -Pty Sheet Three or moo tajwrc of Type 61 "GAFGLAS Pty 4" or 'GAFGLAS Ply tut a6►pped get( coa_tar bitttmen. Surfaca Grsvet. - - - - - CQMBIItAtIUN Lion AND COLD SYSZHIS Class A De IIC hw inn_ 2 I (Optippal): One fie mop= Lams aeriite. wood fiber or glass f t 2 in. sa - - - - - - - Ptw Sheet Three oriiore (mini of Type i,1 "GAZGLAS Pty 4 or 'GAFQLAS lLY tb. - - - - - - - - - Surtfaciau t.raaedyf Industries al 4 - Ali:minCro Roof Coating" at 1 -1/2 9alf' -4- PF'.0 ^UCT ROOF COVERING MATERIALS (7Fy) 133 C.4.a M. I. S. CORPORATION PAY TO THE "7 ORDER OF 1 0 10221 SW 16TH STREET MIAMI, FL 33165 ji7,- 5 es LIMAL YOUR 1£119311. 8311 S.W. 40th Street BIRD ROAD BRANCH 090 Mlaunl, FL 33155-3311 FOR v00117890 1:066009 L e•-r91, 3 _ • 4789 63-915/660 BRANCH 090 7//SVD 2- DATE 1 $ DOLLARS Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/25/2002 Applicant: ,C R Owner: JOB ADDRESS: 121 Contractor MIS CORPORATION Local Phone: 305 - 553 -9476 Parcel # 1132060132580 d1 NE 96 ST Legal Description: Building Permit Permit Number: BP2002 -1291 Contractor's Address: 10221 SW 16 ST Permit Status: Approved Permit Expiration: 1/21/2003 Construction Value: $2,000.00 Work: REPLACE EXISTING ROOFING FLAT ROOF W NEW BVR ROOF Page 1 of 1 ivilAM1 SHORES VILLAGE NOTRCE Owner is Responsible for Maintenance of All Village Sidewalks as per Village of Miami Shores Code of Ordinances, Including Driveways, V Caused By Current Construction Activities. 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 18 & E1/2 LOT 17 BLK 19 Fees: FEE2002 -4073 FEE2002 -4074 FEE2002 -4075 Description Building Permit Application Fee CCF Buildier's Bond Total Fees: Amount $60.00 $1.20 $300.00 $361.20 Total Fees: $361.20 Total Receipts: $0.00 If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building or to install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without Authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. Signed: (INSPECTOR) BY: In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Company Pho e-#' For Inspe MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Correction ❑ Re- Insp'n Fee ❑ Date Type Ins Permit No. _3 0 v Name Address 00 ( \-( Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 7/25/2002 • ,mil Applicant: f Owner: , ." JOB ADDRESS: 121 OS Contractor MIS CORPORATION Local Phone: 305 - 553 -9476 Parcel # 1132060132580 Fees: FEE2002 -4073 FEE2002 -4074 FEE2002 -4075 Description Building Permit Application Fee CCF Buildier's Bond Total Fees: Amount $60.00 $1.20 $300.00 $361.20 Total Fees: $361.20 Total Receipts: $0.00 Permit Status: Approved Permit Expiration: 1/21/2003 Construction Value: $2,000.00 Work: REPLACE EXISTING ROOFING FLAT ROOF W NEW BVR ROOF If there is no permit package accessible on the job -site for inspectors to verify, there will be no inspections. Re- inspection fee is $50.00, which must be paid in advance before calling for another inspection. This Permit is granted to the contractor or builder named above to construct the building orto install the equipment or device described in the application herefor in strict compliance with all ordinances pertaining thereto and with the understanding that the work will be performed in compliance with any plans, drawings, statements or specifications that may have been submitted to and approved by the proper municipal authorities. This Permit may be revoked at any time if the work is not done in compliance with such ordinances or if the plans are changed without authorization. A further condition upon which this permit is granted is the understanding that the contractor or builder named above assumes the responsibility for a thorough knowledge of the ordinances and regulations pertaining to the work covered hereby whether shown on the plans or drawings or in the statements or specifications and that he assumes responsibility for work done by his agents, servants or employees. In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume responisibility for all work done by either myself, my agent, servants or employes. Signed: e NE 96 ST Legal Description: Building Permit Permit Number: BP2002 -1291 Owner is Responsible for Maintenance of All Village Sidewalks as per Village of Miami Shores Code of Ordinances, Including Driveways, Q� Caused By Current Construction ACtl i :i s. 1 53 41 6 53 42 MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 18 & E1/2 LOT 17 BLK 19 Contractor's Address: 10221 SW 16 ST (INSPECTOR) BY: • (Contractor or Builder) BY: Page 1 of 1 SHORES VILLAGE NOTIICE S • PAY TO THE ORDER OF C� Or J - 4', - fre/ 54 dr• S - M. 1. S. CORPORATION 10221 SW 16TH STREET MIAMI, FL 33165 0 C 1 BIRD ROAD BRANCH 090 J 9311 S.W. 40th Street Miami, FL 33155 -3311 j FOR 0004 ?El cie 1:066009 1 5 51: • - 7/451Z ) 2 -- 40 Pie() 5 63-915/660 BRANCH 090