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BP-03-891 PERNIIT APPLICATION FOR NIIANH SHORES VILLAGE 100$0 N.E.2nd Avenue•Mhuni Shores,Florida 33138•Phone:305-795-2204• F to Date Job Address-I�� e i�y�a �IMax Folio _ 0 -LUUJ t� Legal Description ` Historically Designated: Yes _2 NdLVkl _ Owner/L esseeJTenet 't' �- ^© �'Z- Master Permit# 0 Owner's Address A►a I V E is IM vPhone Contracting Co. Q �`"�r A m Address � O 9 W 6)� � ' �( 1 3� Qualifier ,V�l,` Jr� �e-a ��y S SS# Phone 2 State# Municipal# Competency#CAQ Co. IF THERE IS NO PERNIIT 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 OOFING -� WORK DESCRIPTION: p,V Pi ) C7"Z —T ®® Square Ft. �I&()Q Estimated Cost(value) 00 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 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 mlderstand that separate permits are required for aII disciplines. OWNERS AFFIDAVIT. I certify that all the foregoing information is accurate and that all workwill done in compliance with all applicable laws regulating construction and zoning'Furthermore,I authorize the above named contractor to do the wor Si a of o&er and/or Con Presi Date Signature o n or or Owner Buildertg ro— Ng as to Owner.and/or C D Notary as to Contractor or Owner My ommission Expires *, My Commission Expires V1p1X FEES:PERMIT RADON CC kCINOTARY BOND APPROVED: ♦ TOTAL DU23L---0• Zoning Building Electrical Mechanical Plumbing Structural Engineer V'� $ MIAMI SHORES VILLAGE. BUILDING DEPARTMENT 305-795-2204 Building Inspection Request DateA, - Type Insp'n --F1 C"t _G _ HC4 Permit No. a F 200---1 '69 , NametvT-e_z Address q W�k S 'J l Y(, Company'( eco c Phone# Inspection Date (Approv Correction ❑ Re-Insp'n Fee ❑ .60 I(0aq • MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Bu' ding Inspection Request Date I —� Type Insp'n r 1 n Permit No. 13r Z003— 5* `/ Namelac `0 Address OA QIgJ f S CQ VL &U& Company Phone# A Inspection Date `T Approved ❑ Correction Re-Insp'n Fee ❑ Afo �� MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 B ilding Inspection Request Date 6 Type Insp'n Permit No. � �Cj -✓y r �� Name , r� �y ` Address G 4�S2)L�c Company Phone# Inspection Date Approved ❑ Correction Re-Insp'n Fee ❑ IAMI SHORES VILLAGE BUILDING DEPARTMENT 305-795-2204 Building Inspection Request Date_ Type Insp'n I i, (A C ' Permit No. 6U w-V1—KC1 i Name Lc `ra r t ' Address -I 5 fs C Company �On��Ar ci Phone# Inspection Date Approved ❑ Correction Re-Insp'n Fee ❑ 01 — ��— SECTION 1524 HIGH 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. b ,%�1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane ne) are for the purpose of providing that the roofing system 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. L- 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be e *led in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida uilding Code. (The roof deck is usually concealed prior to removing the existing roof system). 3. Common Roofs: Common roofs are those which have no visible delineation between neighboring is . 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 vi 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. Ponding Water: The current roof system and/or deck of the building may not drain well and may a se water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural istress 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 origi nal roofing system is removed. Ponding conditions should be corrected. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not aded from a build up of water. Perimeter/edge walls or other roof extensions may block this discharge if scuppers (wall outlets) are not provided. It may be necessary to install overflow scuppers in ccordance with the Florida Building Code,Plumbing. 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the t for 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. / - Own 's/A is Si ture Date Contra ignaturd CtWOCI'&tE—Pemp%OCALS•1tT.mp%ECTIOY J52Ld9c Florida Building Code Edition 2002 ugh Vetocit r Hunicane Zone Uniform Perm(kapkauan Form, r Section A (General information) Master Permit No. Process No. -� Contractor's Name 2 i.0� Q(„t f• T� - Job Address. . �'�� ��-�f�-,(=��� �,'—�'• 1 t~' - . . ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fa%tened TileMortadAdhesive Set Tile ❑ Asphaltic ❑ Metal PAeltShingles C3 Wood Shin les/Shakes Shingles g ❑ Prescriptive BUR-RAS ISO ROOF TYPE New Roof 13 Re-Roofing 13Recovering 13 Repair 13 maintenance b ROOF SYSTEM 1NFORITION Low Slope Roof Area(SF) Steep Sloped Roof Area(SF) Total(SF) • i Section B (Roof Plan) Sketch Roof Plan: illustr;►te all levels and sections, roof drains, suppers, overflow scuppers and overflow drains. Include dimensions of sections and,levels, cl ty ldent dimensions of elevated Pressure zones and location of arc ts. �� ►�.. 4- 4 ia- `i.r•''r.S•_ .«.' —..: rrr�L i ... ... �a 9 «.t.i. .t„•, �"-f:+ i 1 ' 0 l/ey Hum Zone Uniform P Apokmdw Form Sectio► i D� S. stem ti Roof S tem Manufacturer: `�. '11��• �t�i�`�$Z_� , Notice of Acceptrince Number: Minimum Design Wind Pressures, if Appiicabie(From RAS 127 or Calculations):. PmaxVO Pmax3A OOa a MaAmum Desig`t Pressure �. �p�o (From the HOA petift Sys Sloped System Descr"tl�tion. DeckTYPO: yp$unaerlaynnen#: LL "'7 i - 2. .. Roof Stop®: insulation: —: 12 t•°� Fire ? F�Type&Spacing: 1� a Ridge venrtiiation a heshre Type A: ype Cap Shit: .. f Covering: Mean Roof Heig Type&Size Drip i xf"�.:„, Std awv. �1 ..l High V lY Hurricem Zone Uniform Pernik AppOcatbri Form ' • Section .E (Tile Calculations For Moment based ti le systems,choose either Method 1 or 2.Compared the values for Kwith the value;from K.If the K values.are greaterthan or•equal to the Mr vain,,for each ares of the roof,then the lite attachment method Is acceptable. Methei 11"Moment Based Tile Cal tions Per RAS 127" Af%(+ x x•.2"0 '' Me a'r`p ®M,� •� NOA Mr z ANz— '�a —M� = NOA Mt ME' '` �` NOA Mr T3:� Meth(d 2"Simplified Tile Calculation Per Table Below" Required Moment of RA A tance(M.)From Table Below NOA?*�i��+�7' 14 Requlmd Etnied IWWhince POOF slope HOW -0. �s W zs• W Ar U4 MY . 312 28.7 . 29.9 30.9 2 24.5 2LB 24.1 25.4 *Must be used in eon junction with a list of moment based tie syst ms endorsed by the Broward Couaty Boas d of Rales and Appeals. For Uplift basal true systems use Method 3. Compared the values for F'with the values for F,H the.F'values are greater than or equal to the F,values, for each area of the roof,then the the attachment method is acceptable. Method 3"Uplift Based Tile Calculations Per RAS 127" xI• =_�x vt.-..,, J—W:—x to 0.• = FN: NOAF"_____ • �'' NOA F (Ps: x 1: �'..._.x w=�°_.._�—W:_%.cog B.• ffi FR: _.._._ .......)—W: x cm 8.� = Fr3: NOA F— Where to Obtain Inforamtion Desfl onb bat Where to find ",4115111111111119=Wy= vwum7 Job M �. Nt do e to Me Mt NOA III W=NK ,I-aAft MIAMIADE I1IIAN11-DADS COUNTY,FLORIDA - METRO-DADS FLAGLER BUILDING BUILDING CODE COMPL NCE OFFICE(BCCO) 140 NEST FLAGI,ER STREET,SUITE 1603 PRODUC ONTROL DTVI ON T'CMIAMI,FLORIDA 33130-1563 (305)375-2901 FAX(305)375-2908 NOTICE OF ACCEP ANCE NOA I/adrillera Melendez S.A. , !A69 Coral Wood Ct. Kissimmee,PL 34743 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted s been reviewed by the BCCO and accepted by the Building Code and Product eview Committee to be used n Miami Dade County and other areas where allowed by the Authority Having risdiction(AHJ). is OA shall not bei id after the expiration date stated below.The BCCO(In Miami Dade County)and/or the J (in areas other an Miami Dade County) reserve the right to have this product or material tested for quality assur ' s. If this product or material fails to perform in the accepted manner,*the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BCCO reserves the right to revoke this acceptance, if it is determined by BCCO that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the South Florida Building Code, 1994 Edition for Miami-Dade County or Florida Building Code. DESCRIPTION:Santa Maria-Spanish"S" RENEWAL of this NOA shall be considered after a renewal application has been tiled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of pages I through 4. The submitted documentation was reviewed by Frank Zuloaga,RRC m NOA No.:01-0521.01 Expiration Date: 10/18/06 Approval Date: 10/18/01 Page 1 of 4 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set the applications,a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retain the services of a Miami-Dade County Certified Laboratory to perform quarterly test in accordance with PA 112,appendix W.Such testing shall be submitted to the Building Code Compliance Office for review. 3.4 Minimum underlayment shall be in compliance with the applicable Roofing Applications Standards listed section 4.1 herein. 3.5 30/90 hot mopped underlayment applications may be installed perpendicular to the roof slope unless stated otherwise by the underlayment material manufacturers published literature. 3.6 This acceptance is for wood deck applications. 'Minimum deck requirements shall be in compliance with applicable Building Code 4. INSTALLATION 4.1 Santa Maria Spanish"S"Clay Roof Tile and its components shall be installed in strict compliance with Miami Dade County Roofing Application Standard RAS 120. 4.2 Data For Attachment Calculations Table 1: Aerod namic Multipliers-X(fe Tile — �, Profile D ect Deck A lic ion Santa Maria Spanish "S"Tile 0.299 Table 2: ReAtoilrin M ments due to Gra i -M (ft-IV) Tile 2"•12" 3"•12" 4"•12" 5"• '•12" 7"•12" Profile Santa Maria Direct Deck irect'De k Direct Deck Direct Deck Direct Deck Direct Deck S anish"S"Tile 5.35 5.27 5.15 4.99 4.77 4.50 Table 3: Attachment Resistance Expressed as a Moment-Mt(ft-ibq \ for Single Pattv Adhesive Set S stems TileT ia� Mi m m Attachme t Profile '`� Resistance Santa Maria Spanish"S"Tile Polyfoam Polypro 160T- 68.64- 11 ddy placement of 141 grams of Polypro&160 T-. 5. LABELING All tiles shall bear the imprint or identifiable marking of the manufacturer's name or logo, or following statement: "Miami-Dade County Product Control Approved". 6. BUILDING PERMIT REQUIREMENTS 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Any other documents required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. o NOA No.:01-0521.01 Expiration Date: 10/18/06 UA Approval Date: 10/18/01. Page 3 of 4 PROFILE DRAWING SANTA MARIA"S" CLAY ROOF TII.F, O O 1� M 1^'i END OF THIS ACCEPTANCE o NOA No.:01-0521.01 Expiration Date: 10/143/06 Approval Date: 10/143/01 Page 4 of 4 ' Y SECTION 1524 HIGH 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. k1. Aesthetics-Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane n—e) are for the purpose of providing that the roofing system 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 bA addressed as part of the agreement between the owner and the contractor. 2. Renalling Wood Decks: When replacing roofing, the existing wood roof deck may have to be r nailed in accordance with the current provisions of Chapter 16(High Velocity Hurricane Zones)of the Florida uilding Code.(The roof deck is usually concealed prior to removing the existing roof system). . 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 jive d 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. Ponding Water: The current roof system and/or deck of the building may not drain well and may c se water to pond (accumulate) in low-lying areas of the roof. Ponding can be an indication of structural stress 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. . Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not loaded 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. 0�-f_ 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the i rior 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. 2- / e7jr's/ ent's i grfture Date Contractor' Signa CADOCVME-I%. p%LOCALS-I%TtmpISECTIOY IS2&dut