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940 NE 99 St (4)MIAMI SHOR.FS VILLAGE BUILDING DEPARTMENT /\ 305- 795 -2204 B it . ing Inspection Request Date 1 5 Type lnsp'n Cii'Y I Permit No. P 04 03-J Name Address 9q0 6a<(r / Company Phone # Inspection Date orrection Re- Insp'n Fee /t il��Ii% �( IAMI SHORES VILLAGE q�1 UILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date Type Insp'n Permit No. Name Address Company Phone # Inspection Date Correction Re- Insp'n Fee q cacQ.c e � � P5 Qt ,OJJz,o Date Type Insp'n Permit No. Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 if)� Building Inspection Request Name Address 9 1l Ai, 99 Company 6/`1 go4A.C1 Phone # / f.r_a2 Inspection Date l 5b \ D' o/< r Ar r SX{ETCH OF ROOF Permit #: Q er's Name: Jo Address: 9Y12_ . -5 Ro ng Contractor: ,P r l /5 14 of Tile: Piga i 7i/e Date Installed: Ap ximate Roof Height: i 0 / feet Roof Pitch: ,5" 1 x ' Ty R . of access to Roof: 0 K Scaffolci Ladder _,,,other Ap oximate Square Footage of Roof: ft 2 Re ired Testing Force: 35 Ibs. Da Tested: 17 - i > - u g III INN MN ■■ ■■ }t ■R. :IIb!:. - d�� IN iii. 11 /1 all 1kM 161 Mai 01 11011 I immtlira 1 i 1 i ■11r �� li NI l 1111111§111111111$111 raliwiliZell IA ass ■ ■ ■ JJ 111 p. IN ■ P in gap MI IM ■ ■ 1 ■ - . � s _ ._ , _ 9 /b' dt , � �' ■ ■ ....- i /; ; - T Li t , -____ . ___..�?' 1 ,tom ■ 111111111 11 MI II J ' � ■ _ IN ■ Ili I ■ i -4 4 --.L_- . ! i i I T m ■■ • ■ 4 i , SX{ETCH OF ROOF Permit #: Q er's Name: Jo Address: 9Y12_ . -5 Ro ng Contractor: ,P r l /5 14 of Tile: Piga i 7i/e Date Installed: Ap ximate Roof Height: i 0 / feet Roof Pitch: ,5" 1 x ' Ty R . of access to Roof: 0 K Scaffolci Ladder _,,,other Ap oximate Square Footage of Roof: ft 2 Re ired Testing Force: 35 Ibs. Da Tested: 17 - i > - u g P BUILDING PERMIT APPLICATION FBC 2001 1 1 Contractor's Address 36" ✓Gv City ,4', yhc+' fl 4k#5 Qualifier ��. r-k, • 6: $ Value of Work For this Permit /14 SI Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): ildi Electrical Plumbing Mechanical 'woofing Owner's Name (Fee Simple Titleholder) J01/A0 6: l e a---e Phone # Owner's Address L�'0c 7 HE 91 5 / City /17 /A/�i / � [ S /�_ j State cG Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) q4P Al- g9 City Miami Shores Village County Miami -Dade Zip Is Building Historically Designated YES NO Y' Contractor's Company Name � a2� - D / � }'�i��.� /Z gCflJ J to Phone # 7j Z29 ,L/ Architect/Engineer's Name (if applicable) Phone # Type of Work: ❑Addition ❑Alteration ❑New ❑ Repair/Replace Demolition Describe Work: t Lk.. a.45 . 1' r (Q , (P Q * * * * * * * * * * * * * * * * * * * * * * * * * * ** F ees * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 'U — Submittal Fee $ �'ei:5iik . Permit Fee $ 300 Notary $ V/ r 2 b Scanning $ Is Training/Education Fee $ Radon $ State Zip 3, f9 /(o Permit No. PAP of r 0 Master Permit No. Square Footage Of Work: S CCF $ s 6d CO /CC Technology Fee $ Zoning Bond $ — Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC 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. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT 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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. n tore Chc 12/15/03 Owner or Agent Signature Contractor The foregoing instrument was acknowledged before me this .? ( ‘ A The egoing instrument was acknowledged bef a me this` -.( day of iN \- , 2d L b �C 3t C t�` r-)` day of iV�t1. , 2 ° b ) �1� ' . S .1 y ∎ 1 �l% I , Y ( - \ L , who is personally known to me or who has produced 1.__ (aio is personally known me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY,PUBLIC: NOTARY PUBL C: _ r I Sign: \0<(),., C < \ C ' ") t - 1 '-'? n Sign: C. e L5k c )- Print: ''t \\y1 , t a (7 CA( ° j - r'_ ` i s '?1 Print: M ,i2 V CC lC "� C ` fr -- Celeste °y Gs My _ , ,,,yr4 � ��` Ma Commission ODD My Commission Expires: M Commission Expires: t67 My I o Reyes * * * * * * * * * * * * * * * * ** C�'�� * * *** * * * * * ** '* ExP��s�KA�' IG��****** t* ********* ***** w*.y�9F t * * * * ** * * * ** �/ • My Commission DDt itwv. - Zoe: c ertificate of Competency Holder) `, , State Certificate or Registration No. L° LC C S . 7 Z' Z 4v Certificate of Competency No. tiy�: • �r ,, r•4, • ��. c cr p o i Expires May 13, 2003 ****************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: JUN 1 2004 Plans Examiner Engineer Zoning N° 174 CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Miami Shores Village, Fla., Owner, Agent or Tenant of Building Lot Block Subdivision Street Address _ Approved use by occupancy Remarks: This Certificate of Occupancy is issued to the above named . for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA NO 174 BUILDING DIVISION mi Shores Village, Fla �' � %'� - i „ Owner, Agpnt or Tenant of Building Lot (' - Block %! Subdivision 1) , l ' � 7' Street Address % � / / �i �' �� Approved use by occupancy / Remarks: This Certificate of Occupancy is issued to the above named ' // «' for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances Miami Shores Village pertaining to the erection, construction, alteration or remodeling of b ild or structures. BUILDING DIISION N9 174 mi hores Village, Fla , O er, Agent or Tenant of Building : 4 - r• Lo • Block . - ." -� Subdivision 1 1/. , r Street Address e ' ' Remarks • CERTIFICATE OF OCCUPANCY MIAMI SHORES VILLAGE, FLORIDA BUILDING DIVISION Apprejed use by occupancy i This certificate of Occupancy is issued to the above named ay for building at above named location only upon the express provision that the applicant will abide by and comply with all conditions of Ordinances Nos. 92, 93, 94 and 97, known as the Zoning, Electrical, Plumbing and Building Ordinances of Miami Shores Village pertaining to the erection, construction, alteration or remodeling of buildings or structures. BUILDING DIVISION hone — Lot BlQck, - Subdivision Lic. General Lic. o Zone Req.Cu. Ft.. -2 A 0 0 0 CL.b.Cont.9a Plat Restriction --- Clik - d; By _ Re-Submitted to P.Bd. • Plan & Spec. "Checked by `-'• •••--- Approved • To Councir Nliber Str • ApprovelY4 /6 - - To Planning Board Rejected App ove Rejected Dat Rejected Bldg. Permit NQ.,1,31. Da_t/A./4 4 Fee & Cost od a Type -- Stories New Cohstfuction Alterations v . Plumbing- Permit...No./J S- Date//-23'-vd Fee Septic -Tank__ ft AL" • ti Sewer .._.,.. - Miscel. e , L New Const. . Altera ion Roof Rep 11 4 ,11;15 Repairs octri cal Permit No. 2/ 1 ixtures . ,Icater • Motors Misce17 Nei Const,. — 13 - 1dg. Insp. oundatio B cams &_„L Final, Cl ean-Up, Plumbing Inspt Roughing-- F ixtur es Sewer Se Tank , Solar... Heater Final Cert El cal _Znsp Da / Fixtures __ Final Rough Service 0. K. to Power te / Date '• '3' i f Ole e elavpkge 1 0A I I I I L IIP7 07 1 % 0 1; K.' AIENIMMErlid&WR ter12 4 re By Heinsp. 13y •• , Date / e-,0 Fee • If . 71 <, 9 7 Alteration Repairs _ - e-Insp . • a 6 Reinsp By Re- Insp • By' Reinsp. By LOCATION , 940 N.E. 99th Street ( GARBAGE TAX RECORD PAID BY YEAR ANNUAL TAX PERIOD USED AMOUNT PAID DATE PAID RECEIPT NUMBER ) �� ; ; 1940 1941 l/ ', 1942 -` SL` �: ' /a 6- �/� / ,7 /7 -T� QQ/ L T 1/ L� e. ' �_ LL , , I / _ // 1943 —! a / / 1944 . J-. 4 -VY !_ 1 0s L? Q S$ 1'54 1 V 1 -Fh/ �/• is j .igt�� 1945 /0 . 1-0 4 gro � �1 ` � �/ . • q 1946 1947 - / \ / . .S 1 / J `� 4 1 a \ J `-- 1 .?- 9€b /0/0/ //ma y/ 41 "/ / 0 /i q le 1948 1949 1950 /X o a /■: 00 J /g'v- V 4 / - l e /a - 3 / -s' , /6(.0a r(' -, V - r ( /d ,6-0 (2 ?? 19 ,, 1 - //- Z V it I f LOCATION , 940 N.E. 99th Street ( GARBAGE TAX RECORD 940 X. E. 99th St. by F. 8aillie e�- 0 0 year annual tax period used /9 .5/ /5. 6 • s/ I ys:2- / amount paid date paid V s receipt # 0. U v �. DATE / 2q\ RECEIVED FROM OFOR RENT AA eyf 700 No. 2137'35 DOLLARS ACCOUNT PAYMENT BAL. DUE O CASH O CHECK O MONEY ORDER Inspection Date Approved Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT n' 305- 795 -2204 Buil.ing Inspection Request (422_ Date Type Insp'n Red )f 2c117 He Permit No. 8I- U "t - 1 (:c Name o k c Address G to NC_._ gei u� Compan 17oto Phone # h �.e`iesz 67 �ri 995f7' Inspection Date Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE)? BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Date‘. ) O y Type Insp'n / Permit No Name Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request 5 Date COO Type Insp'n Tt C.Qp fi/` 11 '`Cop Permit No. BP 04-100 Name G caws Address C IA Company eQf 1C/1 Phone # Inspection Date o�3 . Approved Correction ❑ Re- Insp'n Fee ❑ Section A (General Information) Master Permit No. Process No. Contractor's Name 0 e-- a- ecA.fl.A_. -n.) 0 1 /V t 9 9 - 7 /24 J/9-274/ z Job Address Florida Building Code Edition 2002 High VelocittHurricane Zone Uniform Permit Application Form. ROOF CATEGORY ❑ Low Slope ❑ Mechanically Fastened Tile rtar/Adhesive Set Tile ❑ Asphaltic ❑ Metal Panel /Shingles ❑ Wood Shingles /Shakes Shingles ❑ Prescriptive BUR -RAS 150 ROOF TYPE ❑ New Roof -e- Roofing ❑ Recovering ❑ Repair ❑ Maintenance ROOF SYSTEM INFORMATION Low Slope Roof Area (SF) Steep Sloped Roof Area (SF) Total (SF) 4 S 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. Roof System Manufacturer: , OFR ,G /r, ht-.. 4 Z Notice of Acceptance Number: MinimUr Design Wind P er if Applicable (From RA6127 or Calculations): P1: P2: q-- P3: r � Maximum Design Pressure aP- •� 1-0r) From the WA S eciflc S stern : / Method of tile attachment: A .c 09 / Aee mss / , r ,r Roof Slope: 12 123_01-48 5/03 PAGE 4 Ridge Ventilat n Florida wilding Code. edition 2g02 High Val 4 Hurrlathe Zone Uniform Permit, °iiction Form Section a .Saes SJq ed oof NAOMI Stee Sio - ed Roof S: - ste m Deetsicr Deck Type: ype UlndarCayment: nsulation: Mean Roof Height: /e2 / /. Fire Barr er dhesive Type astener Type & Spacing: ype Cap She oof Covering: fr/Proak 44 /14,41 Type & $Izo Drip Edge: M Required Moment Resistance* Mean Roof Height .'-- Roof Slope ( 15' 20' 25' 30' 40' 2:12 34.4 36.5 38.2 39.7 422 3:12 32.2 34.4 36.0 37.4 39.8 4:12 304 32.2 33.8 35.1 37.3 " 5:12 28.4 , 30.1 31.6 32.839 6:12 26.4 28.0 29.4 30.5 32.4 7:12 24.4 25.9 27.1 28.2 30.0 Where to Obtain Infortnatio � . Description Symbol Where to find Design Pressure P1 or P2 or P3 RAS 127 Table 1 or by an engineering analysis prepared by PE based on ASCE 7 . Mean Roof Height H Job Site Roof Slope g Job Site Aerodynamic Multiplier X NOA . Restoring Moment due to Gravity M NOA Attachment Resistance Mr NOA Required Moment Resistance M . Calculated Minimum Attachment Resistance F' NOA Required Uplift Resistance F Calculated " Avernge Tile Weight W NOA Tile Dimensions 1= length w= width NOA All calculations must be submitted to the Building Official at the time ofpermit application. Florida Building Code Edition 2002 High Velocity Hurricane Zone Uniforrn Permit Application Form. Section E (Tile Calculations) For Moment based tile systems, choose either Method 1 or 2. Compared the values for M the values from Mt If the Mt valves are greater than or equal to the M values, for each area of the roof, then the tile attachment method is acceptable. Method 1 "Moment Based Tile Calculations Per RAS 127" $ g a. • 2 5 4 1 = l3,01 ) . -M C O ° = Mei Of 7/ NOA 11k d' 7.`/G1 ) - Mg: 3 M / 9 NOA 11� ga ; 219 = Z7:1'i) - Mg: = M r 3 /. / NOA Method 2 "Simplified Tile Calculation Per Table Below" (P2 :5 (P °a:5 Required Moment of Resistance (M) From Table Below (Pi: g1• = g w:= ) -W: cos 9: = F (P al• - g w: ) -W COS 0: = F (P3 : X1: = g w: = ) - W: z cos 9: = F NOA M. *Must be used in conjunction with a list of moment based tile systems endorsed by the Broward County Board of Rules and Appeals. For Uplift based tile systems use Method 3. Compared the values for F' with the valves for F If the F' valves are greater than or equal to the F values, for each area of the roof, then the tile attachment method is acceptable. Method 3. "Uplift Based Tile Calculations Per RAS 127" NOA NOA F' NOA ]F' May.13. 2004 12:20PM SUNNiLAND MIAMi-DADE BUILDINC CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACC>CnANCE NOA) Monier Lif<etile, LLC 135 NW 20`" Street Boca Raton, EL 33431 No.6611 P. 1 MIAMI -DADE COUNTY, FLORIDA METRO -DADS FLAGLER BUILDING tai WLS1 FLAGLER AM STREET, SUITE 1603 FLORIDA 53130-'563 (305) 375 PAX (305) 375-2008 SCOPE: This NOA is being issued under the applicable reviewed b rules Miami County Product e Gontro[ 1�ivisi accepted The documentation submitted has been re y by the Board of Rules and Appeals (BO'RA) to be used in Miami Dade County and other areas where allowed by the Authority );laving Jurisdiction (AHJ). This NOA shall not be valid after the expiration date a ` other than Miami Dade County) reserve the right to Division (In Miami Dade County) and/or the AII1 (s to per have this product or material tested for quality assurance purposes. expense of such testing and AI- IJ i l mmed �tely in the accepted man incur the mariner, the manufacturer will in revoke, modify, or suspend the use of such producia�j [ t og Division �tlyat this product or to revoke rhiis acceptance, if it is determined by Miami -Dade County Product Con 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 thc nigh Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Villa, Roll, and Capri Concrete Roof Tile LABEL ING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami - Dade County Product Control Approved ", unless otherwise noted herein, RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no c hange in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur aver the expiration dte or if this there has as an tadorsetn or change any in the materials, use, and/or manufacture of the product or process. Misuse 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 NOP.. ed by ADVERTISEMENT: The NOA number preceded tbythe e Yf any Miami-Dade County, the NOf��s displayed, then is shall the expiration date may be displayed to advertising e be done in its entirety. INSPECTION: A copy or 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 thc Building; Official. This NOA Consists of pages 1 through 7. The submitted documentation was reviewed by Frank Zuloaga, RRC NOA, No.: 024205.05 EYpiratlon Date: 12/16/01 Approval Dote: 01/02/03 rage 1 of 7 . . Mai • 13. 2004 12:21 PM SUI'IN I LAiND ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Low Profile Roofing Tiles Material: Concrete No.6611 X. SCOPE oof as This renews a system using Monier L1 Roll, Section 2 of this Na� a of Acc tt, le, For manufactured Monier Lif'etile LLC and described in Sea oes riot locations where the pressure requirements, as d lculat ons bn compliance with R AS 127 u sing the exceed the design pressure values obtained by values listed in section 4 herein. The attachment calculations shall be dime as a moment based system_ 2. PRODUCT DESCRIPTION ')Cost Product Manufactured by Test Apallealit 7imcnsions eciilcntions Villa S c R le LLC 1 w y - 13 " PA 112 extruded interlocking, high pressure tie equipped with one Villa � Roll = 13 1/4" thick nail hole and double roll ribs. For direct deck or battened nail - on, mortar or adhesive set applications_ Monier Lifeitilc LLC L el 17" PA 112 Low profile, intcriocking, high pressure W= 12 /a extruded concrete roof the equipped with one Capri Tile 1 /2" thick nail hole and doable roll ribs. For direct dcck or battened nail - on, mortar or adhesive set applications. Trim Pieces 1= varies PA 112 Accessory trim, concrete roof pieces for use w = varies at hips, rakes, ridges and valley terminations. varying thicicoess Manufactured for each the profile, 2_I SUBMITTED EVIDENCE: Test Identifier 7161.03 Appendix 11:1 7161 -03 Appendix 11 PO402 94 -060B 94.084 l'oLAsiLyi Rutland Technologies Redland Technologies Redland Technologies The Center for Applied Engineering, Inc. The Center for. Applied Engi, cring, Inc. ta t . rr� /tip f, P� Test N Date Dec. 1991 Static Uplift Testing PA 102 & PA 102(A) Wind Tunnel Testing Dec. 1991 PA 108 (Nail•On) Withdrawal Resistance Testing of Sept, 1993 screw vs_ smooth shank nails March, 1994 Static Uplift Testing PA 101 (Adhesive Set) May 1994 Static Uplift Testing PA 101 (MOrtar Set) NOA No.: 024205.0 Expiration Date: 12/16/07 Apprava! Date; 01!02103 Page 2 of 7 ,May.)3. 2004 12:21PM SUNNILAND issibuacy. Redland Technologies Redland Technologies Professional Service Industries, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering Inc. The Center for Applied Engineering, Inc. The Center for Applied Engineering, Inc. Celotex COrporntion Testing Services Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering, Inc. Walker Engineering; Inc. Walker Engineering, Inc. Walker Engineering, Inc, Walker Engineering, Inc. Test Identifier P0631 -01 Letter Dated Aug_ 1, 1994 224 -47099 25- 7094 -1 25- 7094 -7 25-7094-4 Project No. 307025 Test #MDC-760 25- 7183 -1 25- 7183 -2 25- 7214 -2 25- 7214 -6 528454-2-1 520109 -2 Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Evaluation Calculations Tc t Na.m /�„Kcuort Wind Tunnel Testing PA 108 (Mortar Set) Wind Tunnel Testing PA 108 (Nai1 -O0) Physical Properties PA 112 Static Uplift Testing PA 102 (4" Headlap, Nails, Direct Deck, New Construction)❑ Static Uplift Testing PA 102 (4" Headlap, Nails, Battens) Static Uplift Testing PA 102 (4" Headlap, Nails, Direct peck, RccoverfRcroo f) Wind Driven Rain PA 100 Static Uplift Testing PA 102 (2 Quik -Drive Screws, Direct • Dcck) Static Uplift Testing; PA 102 (2 Quik -Drive Screws, Battens) Static Uplift Testing PA102 • (1 Quik -Drive Screw, Direct Dcck) (1 Quik -Drive Screw, Battens) Static Uplift Testing PA 101 Aerodynamic Multiplier 25-7183 25 -7094 2$ -7496 2.5-7584 25- 7804b -8 25 780 - 4 & 5 25- 7848 -6 Aerodynamic Multipliers Evaluation Calculations Two Patty Adhesive Set System No.6611 P 3 Date July 1994 Aug. 1994 Sept. 1994 Oct. 1994 Oct. 1994 Oct. 1994 O 199 Fcb. 1995 Feb. 1995 March, 1995 Sep. 199$ Dec. 1996 March 1999 March 1995 February 1996 April 1996 December 1996 April 1 999 April 1999 NOA No.: 02- 1205.05 Expiration Dote: 12/16/07 Approval Date: 01/02/03 1?age3of7 An . 13. 2004 12: 21 PM9 SUNK 1 LAND No.66i1 P 4 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. 3,2 For mortar or adhesive set tile applications, a static field uplift test shall be performed in accordance with RAS 106. 3.3 Applicant shall retrain the services of a M.2 WD x `p� t s shall be submitted to ed Laboratory to perform quarterly test in accordance with TAS appendix the Building Code Compliance Office for review. y applicable Roofing Applications 3.4 Mit►irtium underlaymetit shall be in compliance with the app Standards listed section 4.1 herein. perpendicular to the roof slope mopped underlayment applications may be installed 3.5 unless' hot unless'stated otherwise by the underlaym eat material manufacturers published literature. tance is for wood deck applications, Minimum deck requirements shall be it 3.6 Thi s acce p compliance with applicable building code. 4.1 Mor+icr Lifetile Villa, Roll, and Capri Concrete R on T ile and its 118, o 1 pon 119, shall and 4. INSTLLATION installed in strict complianCe with p.00fitag Cpl' RAS 120. 4.2 Data For Attachment Calculations Tile Profile Monier Lifetile Villa and Roll Tile Monier Lifetile Capri Tile Length - 1 (ft) — 1,33 Table 1: Average Weight (W) and Dimensions (I x w Table 2: Tile Profile Monier Lifetile Villa. Roll and Ca ti Tile Battens 6.16 5.37 Direct Deck 6 " :12" Battens Direct Deck Battens Direct Deck T 3: Restorin• Moments due to Gravi Tile 3" :12" 4 " :12., Profile Monier Lifetile Battens Direct Villa, Roll, and 6.OS Capri Tile 6.30 5.48 7 " :12" or reater NOA No 07,- 1205. Expiration Date: 12./16/07 Approval Date: 01/02/0 page 4 of 7 Ma.'y.13. 2004 12:21PM SUNNILRND No.6611 P 5 Tile Profile Fastener Type 2 -10d Rin• Shank Nails 1 -10d Smooth or Screw Shank Nall 2 -10d Smooth or Screw Shank Nails 1 #8 Screw 2 #8 Screw 1.10d Smooth or Screw Shank Nall Field Cli 1 -10d Smooth or Screw Shank Nall Eave GU•) 2 -10d Smooth or Screw Shank Nails Field Clip) 2 -10d Smooth or Screw Shank Nails Save Cli Table 4: Attachment Resistance expressed as a Moment - Mi (ft -lbf) for Nail -On S stems Direct Deck Deck Direct De Battens (min 15132" (min. 19 ck plywood) plywood) Tile Profile Monier Lifetite Villa, Roll, and 2 Rin, Shank Nails 43.0 installation with a 4" We headla• and fasterners are located a min. of 2W from hrsd of tile. Minimum Attachment Resistance 26.1 Adhesive Capri Tile 2 See m Products Company TileBo d Average l weight per patty 11 4 grams. Flexible Products Pol aam Product, Inc, Avera•e wsi•ht •er •a 8 •rams_ Table 5A: Attachment Resistance Expressed as a Moment - Ni (ft-Ibf) for Sin • le Patt Adhesive Secs stems Minimum Attachment Resistance 98,.61 Tile Profile Tile Application Monier Lifetite Villa, Roll, pat o� and Ca•riTile 4 1-ar• •add ►lacemont of 5d .rams of Pol Pro 5 Medium •odd •lacementof 24, rams of Poi Pro'"", Table 5; Attachment Resistance Expressed as a Moment Mr (ft -lbf) for Two Pa Adhesive Set S stems Tile Application NO A. No -: 024205. Expiration Date 12116/0 Approval Date; 01J0Z / rage 5 of 7 iUY.13. 2004 i2:22PM SUNNILAND MONIER LIFETILE ROLL CONCRETE. ROOF TILE MONIER LIFETILE CAPRI CONCRETE ROOF" T1LYr END OF THIS ACCEPTANCE No.6611 P 7 NOA No.; 024205.05 Expiration Dam: 12116/07 Approval Date 01/02/03 Page 7 of 1 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. '(- 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High • Velocity Hurricane Zone) 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. 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may have to be ensiled in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Florida Building 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 nits (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 ie ew 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. 4u �! 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may se 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. d ' v & 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not erloaded 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 erior 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. / Z / / Owner's /Agent's Signature Date' CA DOCUSi C- Pemp 11TeeneStC710N 1SSJ.doe Contra .= s ignature M I A M I•DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Polyfoam Products, Inc. 2400 Spring - Stuebner Road Spring ,TX 77383 -1132 The expense of such testing will be incurred by the manufacturer. ACCEPTANCE NO.: 01- 0521.02 EXPIRES: 05 /10/2006 APPROVED: 06/14/2001 MIAMI - DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 CONTRACTOR LICENSING SECTION (305) 375 -2527 FAX (305) 375 -2558 CONTRACTOR ENFORCEMENT DIVISION (305) 375 -2966 FAX (305) 375 -2908 PRODUCT CONTROL DIVISION . (305) 375 -2902 FAX (305) 372 -6339 Your application for Notice of Acceptance (NOA) of: Two Component Polyurethene Foam Adhesive under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade County Building Code Compliance Office (BCCO) under the conditions specified herein. This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is determined by BCCO that this product or material fails to meet the requirements of the South Florida Building Code. Raul Rodriguez Chief Product Control. Division THIS IS THE COVERSHEET SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE & PRODUCT REVIEW COMMITTEE This application for Product Approval has been reviewed by the BCCO and approved by the Building Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set forth above. Francisco J. Quintana, R.A. Director Miami -Dade County Building Code Compliance Office \\ s045000I \pc2000 \ \templates\notice acceptance cover page.dot Internet mail address: postmaster®buildingcodeonline.com Homepage: bttp : / /www.buildingcodeonline.com Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub - Category: Roof Tile Adhesive Materials: Polyurethane 1. SCOPE This approves Polypro® AI1160 as manufactured by Polyfoam Products, Inc. as described in Section 2 of this Notice of Acceptance. For the locations where the design pressure requirements, as determined by applicable building code, does not exceed the design pressure values obtained by calculations in compliance with Roofing Application Standard RAS 127, for use with approved flat, low, and high profile roof tiles system using Polypro® AH 160. Where the attachment calculations are done as a moment based system for single patty placement, and as an uplift based system for double patty systems 2. PRODUCT DESCRIPTION Manufactured by Applicant Polypro® AH160 Foampro® RTF1000 ProPack® 30 & 100 Dimensions N/A N/A N/A 2.1 Components or products manufactured by others: Any Miami -Dade County Product Control Accepted Roof Tile Assembly having a current NOA which list uplift resistance values with the use of Polypro AH160 roof tile adhesive. 2.2 Typical Physical Properties: Property Density Compressive Strength Tensile Strength Water Absorption Moisture Vapor Transmission Dimensional Stability Test ASTM D 1622 ASTM D 1621 ASTM D 1623 ASTM D 2127 ASTM E 96 ASTM D 2126 2 Test Specifications PA 101 1.6 lbs./ft. 18 PSI Parallel to rise 12 PSI Perpendicular to rise 28 PSI Parallel to rise 0.08 Lbs./Ft 3.1 Perm / Inch Approval Date: June 14, 2001 Expiration Date: May 10, 2006 Results +0.07% Volume Change @ -40 F., 2 weeks +6.0% Volume Chan ' e Humidity, 2 weeks Product Description Two component polyurethane Dispensing Equipment Dispensing Equipment Frank Zuloaga, RRC Product Control Examiner • Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 Note: The physical properties listed above are presented as typical average values as determined by accepted ASTM test methods and are subject to normal manufacturing variation. 3. LIMITATIONS 3.1 Fire classification is not part of this acceptance. Refer to the Prepared Roof Tile Assembly for fire rating. 3.2 Polypro® AH160 shall solely be used with flat, low, & high tile profiles. 3.3 Minimum underlayments shall be in compliance with the Roofing Application Standard RAS 120. 3.4 Roof Tile manufactures acquiring acceptance for the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101. 3.5 Roof Tile manufactures acquiring acceptance for two paddy placement with the use of Polypro® AH160 roof tile adhesive with their tile assemblies shall test in accordance with PA 101 and with section 10.4 as modified herein. rF_ F' - 4. INSTALLATION 4.1 Polypro® AH160 may be used with any roof tile assembly having a current NOA that lists uplift resistance values with the use of Polypro® AH160. 4.2 Polypro® AH160 shall be applied in compliance with the Component Application section and the corresponding Placement Details noted herein. The roof tile assembly's adhesive attachment with the use of Polypro® AH160 shall provide sufficient attachment resistance, expressed as an uplift based system, to meet or exceed the uplift resistance determined in compliance with Miami -Dade County Roofing Application Standards RAS 127. The adhesive attachment data is noted in the roof tile assembly NOA 4.3 Polypro® AH160 rooftile adhesive and its components shall be installed in accordance with Roofing Application Standard RAS 120, and Polyfoam Products, Inc. Polypro® AH160 Operating Instruction and Maintenance Booklet. 4.4 Installation must be by a Factory Trained 'Qualified Applicator' approved and licensed by Polyfoam Products, Inc. Polyfoam Products Inc. shall supply a list of approved applicators to the authority having jurisdiction. 4.5 Calibration of the Foampro® dispensing equipment is required before application of any adhesive. The mix ratio between the "A" component and the "B" component shall be maintained between 1.0 -1.15 (A) : 1.0 (B). The dispense timer shall be set to deliver 0.0175 to 0.15 pounds per tile as determined at calibration. No other settings shall be approved. 4.6 Polypro® AH160 shall be applied with-Foampro RTF1000 or ProPack® 30 & 100 dispensing equipment only. 4.7 Polypro® AH160 shall not be exposed permanently to su 3 MS Frank Zuloaga, RRC Product Control Examiner Table 1: Adhesive Placement For Each Generic Tile Profile TileProfile Placement Detail Single Paddy Weight Min. (grams) Two Paddy Weight per paddy Min. (grams) Flat, Low, High Profiles #1 35 N/A High Profile (2 Piece Barrel) #1 17 /side on cap and 34 /pan N/A Flat, Low, High Profiles #2 24 N/A Flat, Low, High Profiles #3 8 Polyfoam Products, Inc. ACCEPTANCE No.: 01- 0521.02 4.8 Tiles must be adhered in freshly applied adhesive. Tile must be set within 2 to 3 minutes after Polypro® AH160 has been dispensed. 4.9 Polypro® AH160 placement and minimum patty weight shall be in accordance with the 'Placement Details' herein. Each generic tile profile requires the specific placement noted herein. 5. LABELING All Polypro® AH160 containers shall comply with the Standard Conditions listed herein. 6. BUILDING PERMIT REQUIREMENTS 6.1 As required by the Building Official or applicable Building Code in order to properly evaluate the installation of this system. 4 Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. Nail through plastic cement Paddy (Beneath The) Underlayment Eire Course 10 In. Eave Closum Fascia eve course only. Keep adhesive approx. 4 In. up from weepho es ADHESIVE PLACEMENT DETAIL 1 SINGLE PATTY Underbyment 1 Nall through plastic cement Faddy (Beneath TUe) 10 In: Eave Course Eave course only: Keep adhesive approx 41n. up from weepholes Fascia Weepy Eave closure Drip edge 1) Place enough adhesve to achieve 17 to 23 square Inches In contact with the pan the To 1 In. From outside sdge of cover tile. Then Install the tile. Rin` 2) Tum covers upside down. Place adhesive 1 Undertayment top portion of the *eve course cover file. Abut to second course of pan plea. Ensure eave end of pan and cover tiles are flush at eave Una. Eave closure (mortar shown) 5 ACCEPTANCE No.: 01- 0521.02 Weephole Fascia Bo Optional 214's for steep pitch applications Nall through plastic cement Optional Poln•rp Mortar on Iongltudinal edges of the Sheathing Frank Zuloaga, RRC Product Control Examiner Polyfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 2 SINGLE PATTY 6 ACCEPTANCE No.: 01- 0521.02 Nail through plastic cement Underlayment 1 71n. Ne 2 In. Eave Course Paddy (Beneath The) Fascia Weephole Eave closure Drip edge Frank Zuloaga, RRC Product Control Examiner Polvfoam Products, Inc. ADHESIVE PLACEMENT DETAIL 3 DOUBLE PATTY Nall through plastic cement • r 31n. Single paddy on under. layment Single paddy on tap of tile Single paddy under the Paddy (between tile) Paddy (under tile) Eave course in. X7 in. medium size paddy eave Fascia course only Nail through plastic cement Underlayment i ttkin. 4 x 1 3 n. ln..... Single paddy on under. layment Single paddy under tile Single paddy on top of tile Eave Course Nall through plastic cement ). 1 1 .-4 3 in. x 3 In. Single paddy on underlayment Single paddy on top of tlle Eave Course ACCEPTANCE No. : 01-0521.02 Single paddy between the Eave Closure 2 In. x 7 in. medium size paddy eave course only Fascia Single paddy under the Single paddy between tile 2 in. x 7 In. medium she paddy eave course only Frank Zuloaga, RRC Product Control Examiner Fascia Weephole Eave closure Dip edge Polvfoam Products, Inc. ACCEPTANCE No. : 01- 0521.02 1. Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test - supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the following statement: "Miami -Dade County Product Control Approval", or as specifically stated in the specific conditions of this Acceptance. 3, Renewals of Acceptance will not be considered if a. There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes. b. The product is no longer the same product (identical) as the one originally approved. c. If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product. d. The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office. 5. Any of the following shall also be grounds for removal of this Acceptance: a. Unsatisfactory performance of this product or process. b. Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The engineer need not reseal the copies. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Notice of Acceptance consists of pages 1 through 8. END OF THIS ACCEPTANCE 8 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products Inc. ACCEPTANCE No.: 01- 0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA.) A. DRAWINGS: NONE B. TESTS: Test Agency Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Center for Applied Engineering Miles Laboratories Polymers Division Ramtech.Laboratories, Inc. Southwest Research Institute Southwest Research Institute Trinity Engineering Celotex Corp. Testing Services Celotex Corp. Testing Services Celotex Corp. Testing Services Test Identifier #94 -060 257818 -1PA 25- 7438 -3 25- 7438 -4 25- 7438 -7 25 -7492 NB -589 -631 9637 -92 01- 6743 -011 01- 6739- 062b[1] 7050.02.96 -1 528454 -2 -1 528454 -9 -1 528454 -10 -1 520109 -1 520109 -2 520109 -3 520109 -6 520109 -7 520191 -1 520109 -2 -1 E -1 Test Name/Report Miami Dade Protocol PA 101 Miami Dade Protocol PA 101 SSTD 11 -93 SSTD 11 -93 11/02/95 SSTD 11 -93 12/12/95 ASTM D 1623 02/01/94 ASTM E 108 04/30/93 ASTM E 108 11/16/94 ASTM E 84 01/16/95 PA 114 03/14/96 Miami Dade Protocol PA 101 10/23/98 Miami Dade Protocol PA 101 12/28/98 Miami Dade Protocol Date 04/08/94 12/16/96 10/25/95 Frank Zuloaga, RRC Product Control Examiner Polyfoam Products Inc. ACCEPTANCE No. : 01-0521.02 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED (For File ONLY. Not part of NOA) C. CALCULATIONS: Walker Engineering, Inc., Evaluation of Tests. Dated 04/07/99 D. MATERIAL CERTIFICATIONS: NONE E. STATEMENTS: NONE E -2 Frank Zuloaga, RRC Product Control Examiner 1 Miami Shores Village Building Department UILDING CR IQUE SHEET 5\00(f 10050 ►, nd Avenue Miami ores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 rmit No. Pp Oc o 0 Job Name Miami Shores Village 10050 NE 2nd Avenue Printed: 6/22/2004 Applicant: DOREEN LASCH Owner: CACACE JOHN JOB ADDRESS: 940 NE 99 ST Contractor Local Phone: 305 - 820 -7009 Parcel # 1132060143380 Signed: (INSPECTOR) Building Permit Phone: 305 - 795 -2204 Permit Number: BP2004 -700 Contractor's Address: 3550 N. W. 52 St. Permit Status: APPLIED Permit Expiration: 12/15/2004 Construction Value: $11,000.00 Work: RE -ROOF TILE TO TILE Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 6 & 7 BLK 80 LOT SIZE 100.000 X Fees: Description Amount FEE2004 -5532 Building Fee $300.00 FEE2004 -5533 CCF $6.60 FEE2004 -5534 Technology Fee $7.50 FEE2004 -5535 Training and Education Fee $2.20 FEE2004 -5536 Scanning Fee $15.00 Total Fees: $331.30 Total Fees: $331.30 Total Receipts: $331.30 0 uo-41) 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: Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 6/2/2004 Applicant: DOREEN Owner: LASCH JOB ADDRESS: Contractor Local Phone: 305 - 820 -7009 Parcel # 1132060143410 Signed: (INSPECTOR) Building Permit Permit Number: BP2004 -700 LASCH DOREEN ST / � ./C ct? Contractor's Address: 3550 N. W. 52 St. p t Permit Status: APPLIED Permit Expiration: 11/20/2004 Construction Value: $11,000.00 Work: RE -ROOF TILE TO TILE Page 1 of 1 Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 11 & 12 BLK 80 LOT SIZE 100.000 X 102 OR Fees: FEE2004 -5532 FEE2004 -5533 FEE2004 -5534 FEE2004 -5535 FEE2004 -5536 Description Building Fee CCF Technology Fee Training and Education Fee Scanning Fee Total Fees: Amount $300.00 $6.60 $7.50 $2.20 $15.00 $331.30 Total Fees: $3430 tALD Total Receipts: 00 $ag/o 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: NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT ^ TIME OF FIRST INSPECTION r PERMIT NO. O L 1 oo TAX FOLIO NO. 11-7 2 i 01 Lau 1.0 STATE OF FLORIDA: COUNTY OF MIAMI -DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street/address: pc 1 v�L�� itQ � a�� - PY0 N E. c ( ' 2. Description of improvement: NCw Q o c) 3. Owner(s) name and address: TO hin C a C C 4'4 c) 4v e_ M corn i shire. C Interest in property: 41.11AC___Q Name and address of fee simple titleholder: a OUNTV or - q� r.0, Pt It'lll //�� 1(o I' D DE ,,py of the origlnt�1 filed in office' _ �Y 4Ml k .z A D 2O gagga and y Count Courts 0 c7 cou, 4. Contractor's name and address: ' NW 5. Surety: (Payment bond required by owner from contractof Fv ORIDA Name and address: 1 H� ,� i YCER Y1i t Amount of bond $ 6. Lender's name and address: re of Owner Print Owner's Name 76 h n Caatria `�. Sworn to and subscribed before me this ► ,,511 Ana Cnstlna ' iajlap Notary Public a` _ Commi #jam ,04 Print Notary's Name E xpir e i,n„ o f • " r i a, ?G0 My commission expires: I, C1, '�� * AB fl mi w r Wit 123.01-52 PAGE 48/02 -�W IU `_.� "-� CFN 2004804 -81570 OR Bk 22398 Ps 2297; (1) RECORDED 06/16/2004 13:10:40 HARVEY RUVIN? CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE HARVEY RU day of , 20 _. s c� c la c r. rnQ 11111111111111111111111111111111111111111 7. Persons within the state of Florida designated by Owner provided by Section 713.13(1)(a)7., Florida Statutes, Name and address: is fur, 16 -oci V18.9 M ents may be served as -• 8. In addition to himself, Owners 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) Prepared by MAR.1 1 Zb 1 E QQ A Address:.,VN1i 13SS wow 36 /sr Date_ Type Insp'n Permit No Name, Address Company Phone # MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request For Inspector: /1 f Approved Correction Re- Insp'n Fee 1 PERMIT APPLICATION FOR MIAMI SHORES VILLAGE 10050 N.E. 2nd Avenue • Miami Shores, Florida 33138.305- 795 -2204 Date R f - � y3- Job Address 9 / y Tax Folio Lem Description Historically Designated: Yes No X ssee/Tenet �r E- .S Aa 1 //1-€., Master Permit # 1 ? 15-4 ( 9 q4® � �1 �t 30S 751 s 9I s Owner's Address ''�`` Phone Contracting Co. 1 ) 4 /f y P - 0 0 1 1 - - - 4 , \L7 C Address `9F W-6 /Do Qualifier `/ a kid 6 LIe L 1 / SS# Phone 3' A • t 9 State # a aao / i % 0 Municipal # 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 550.00 AND MUST BE PAID IN ADVANCE BEFORE CALLING FOR ANOTHER INSPECTION. Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING WORK DESCRIPTION: /e— Q t. Pi4 /.e �� 1e. /97.46.0X 020 Square Ft. ail flit p2J h Estimated Cost (value) 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). 1 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. ,6(7L 4_ 6 Signal . ow r and/or Condo r ident 4itkc J 4nd/tir auto + y Commiss Expires V/\ Date 2 /90 v q/Li/0-2_, Date Signature of Contractor or Owner Build Date Notary as to Contractor or Owner Builder Date My Commission Expires C.C.F ' Q 0 NOTARY '° v BOND FEES: PERMIT ta U u RADON APPROVED: te/r/ir TOTAL DUE Zoning Buildin. /// Electrical Mechanical Plumbing Structural Engineer 0 V\ Miami Shores Village 10050 NE 2nd Avenue Phone: 305 - 795 -2204 Printed: 9/4/2002 Applicant: NORMAN Owner: BAILLIE JOB ADDRESS: 940 NE 99 Contractor DALEY ROOFING INC Local Phone: (305)754 -9892 Parcel # 1132060143380 Permit Status: Approved Permit Expiration: 3/3/2003 Construction Value: Work: Fees: FEE2002 -4971 FEE2002 -4972 FEE2002 -4973 Description Building Permit Application Fee CCF Notary Fee Total Fees: Amount $60.00 $0.60 $5.00 $65.60 Total Fees: $65.60 Total Receipts: $0.00 REPAIR APPROXIMATELY 20 TILES If 4hnrn Lo ..w -—-._ _ •• . • .. Security enhanced document. See bark Lor details. Li PAY TO THE ORDER OF BankofAmerica ACM 11/T 083100277 FOR DALEY ROOFING, INC. 78 N.E. 106TH STREET MIAMI SHORES, FL 33138 305- 7549892 but-t- c4,4 -.t. ,+ -Et,,AA ►1'00409 LII' 1:063000047.: 00LS96 2 L95031s Building Permit Permit Number: BP2002 -1549 BAILLIE NORMAN ST Contractor's Address: 78 NE 106 ST Legal Description: MIAMI SHORES SEC 3 PB 10 -37 LOTS 6 & 7 DATE $490.00 q / /o /02_ 33. LL�I D ARS 8 4091 • 63 -4/630 FL 1035 Page 1 of 1 BLK 80 LOT SIZE 100.000 X ;e- inspection ation herefor in strict compliance with all ications that may have been submitted to . or if the plans are changed without Dnsibility for a thorough knowledge of the at he assumes responsibility for work done s pertaining thereto and in strict conformity .sponisibility for all work done by either 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. g 1. Aesthetics - Workmanship: The workmanship provisions of Chapter 15 (High Velocity Hurricane Zone) 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. k ti C 2. Renailing Wood Decks: When replacing roofing, the existing wood roof deck may renailed in accordance with the current provisions of Chapter 16 (High Velocity Hurricane Zones) of the Flo Building 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 neighboriri units (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. )II 4. Exposed Ceilings: Exposed, open beam ceilings are where the underside of the roof decking can be viewed 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. l��- 5. Ponding Water: The current roof system and/or deck of the building may not drain well and may cause 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. 6. Overflow scuppers (wall outlets): It is required that rainwater flow off so that the roof is not overloaded 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. /a4 7. Ventilation: Most roof structures should have some ability to vent natural airflow through the interior 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. 9 3 / a.?-- Owner's /Agent's Signature Date Cnn tronM..'.. Ac #05 34201. STATE OF FLORIDA DEPARTMENT OF BUSINESS DATE CONSTRUCTION I A DRPRrOFESSIO_NAL REGULATION-. ICENSNG BOARD matimi.,,,,, CONSTRUCTION �� : 0: z ....,2,083:502 The ROOFING CONTRACTOR ' • � Named below IS CEID Under the provisions Expiration date: AUG 31 Chapter 489 FS. . 2004 DALEY, DANIEL P D ALEY ROOFING INC MIAMI 106TH STREET JEB BUSH GOVERNOR FL 33138 DISPLAY AS REQUIRED BY LAW RIM BINKLEY -SEYER SECRETARY ❑ (Low Slope Application) FT DECK TYPE: FASTENER TYPE: ATTACHMENT SPACING FIELD: PERIMETER: CO DETAIL 1&2 SECTION 1525 HIGH VELOCITY HURRICANE ZONES UNIFORM PERMIT APPLICATION Contractor's Name: 7)4 ,� 6 11) 1'. Job Address. q`f'b �9 ROOF CATEGORY ❑ (Nail -On Tile) ❑ (Mortar -Set Tile)* ❑ (Asphalt/Fiberglass Shingles) • ❑ (Metal Roofs/Wood Shingles & Shakes) 0 (Other) ROOF TYPE ❑ New Roof ' ` ❑ Re- roofing ❑ Recovering X Repair ❑ Maintenance Flat Roof Area (ft Sloped Roof Area (ft Total (ft Master Permit Exposure category (per ASCE 7 -98): Building Classification category (per ASCE 7 -98): ROOF HEIGHT AND SYSTEM DETAILS (Draw details as needed) NER: r- 8. r- r r r r root PLAN 7 t 1 ' ' - - -1 ::: -, 1 1 1 1 1 1 1 1 1 ' 1 r - ` -1 , ii ' 1 r-1 ' 1 i ' 1 1 1 ii ii 1 1 1 1 1 1 1 ' 1 1 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 1 1: 1/ 1'/ 1 1 1 1, 1 1 1 1 1 .' 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 , 1 1 1, 1 / 1 1 , 1 1 1 t 1 : : : : ; 1 1 1 ,,: 1 1 1 1 1 1 1, 1 1 1 1 1 1 1 , 1: 1 1 1 : 1 1 , , 1 1 1 1 1 1 1 1 1 1 1 : 1 : 1 1 1 1 , 1 - - -- ' 1 1 1 FIGURE tc t .1 Owners Name and Address Mr. T. Baillie Registered Architect and /or Engine cr STATE OF FLORIDA, COUNTY OF DADE. ss. Disapproved �� (Signed) ....1.� MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT. APPLICATION FOR BUILDING PERMIT Application is hereby rnde 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. Da'. 9 -20 -77 No 940 NE Street__ 99 Street Name and address of licensed contactor W.R.Robbins & Son Roofing Co. 1401 NW 20 St. Miami 33142 Location and legal description of lot to be built on: Lot Block Subdivision _...._ . Street and Number where work is to be done 940 NE 99 Street Miami Shores State work to be done and purpose of building (by floors)....Ri9Al.WLQ...PJ.L1. i<Qt7.f..,....a 1p, J. y. ...113Q...t.7.Agi3J?_..QAlids.. 1190_ with hot asphalt, lay new hite cement shingle tile 27 squares Cost 4860.00 _..._ .__ and for no other purpose. New Building Remodeling Addition Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit S. 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 Ill.. R... RQbba. fls... -.. San. .. Ro. afiptg... Cla.... 1. 40. 9.... NW. .2.Q...Sat.,.--_Miami...3.31.42 325 -0880 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 arc required by the Act. The undersigned agrees to employ only such subcontractors, on work to be performed under this permit, 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 stHd //are true t r Permit No .__. CP 1 Read, Sworn to and Subscribed before me. ._ D ate �^ Notary Public, State of Florida Building Inspc ii My Commission Expires to me well known, LANNINC BOARD DATE Chairirlan Member Micrnbcr Member Member ...... _....--- ..._.r...._....__ 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 hoard. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials anti /or workmanship. AL a MIAMI SHORES VILLAGE BUILDING INSPECTION DEPARTMENT APPLICATION FOR BUILDING PERMIT Application is hereby made for the approval of the detailed statement of the plans and specifications herewith submitted for the build- ing or other structure herein described. This application is made in compliance and conformity with the Building Ordinance of Miami Shores Village, Florida, and all provisions of the Laws of the State of Florida, all ordinances of Miami Shores Village and all rules and regulations of the Building Division of Miami Shores Village shall be complied with, whether herein specified or not. A copy of approved plans and specifications must be kept at building during progress of the work. Owner's Name and Address Mr. T. Baillie 6 - 9 - 75 Date ,19 94Ll_ No NE- - -9 - -S t91tEeett Registered Architect and /or Engineer Name and address of licensed contractor_ W.R.Robbins & Son Roofing 1401 NW 20 St. Miami 33142 Location and legal description of lot to be built on: Lot__ Block Subdivision Street and Number where work is to be done State work to be done and purpose of building (by floors) Ramo_ve .__snlsr___tray_ 1/90_s1ate,._replace solar tray. 3/4 square Cost New Building Remodeling 940 NE 99 Street, Miami Shores F € - € -- t513-6-043- and for no other purpose. Addition 1 /3f1___tinc.ap___rlailaid, $790.00 Repairs No. of Stories To be constructed of Kind of foundation Roof Covering Estimated Total cost of improvements $ Amount of Permit $ 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 W.R.Robbins & Son Roofing Co. 1401 NW 20 St. Miami 33142 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 subcontractors, on work to be performed under this permit, as are licensed by Miami Shores Village. 1 1 Remarks-- -- - - - - -- - - - - -- - -- - -- -- (Signed) k.l s t` i c s C.- — 1 d .166 STATE OF FLORIDA, COUNTY OF DADE. j ss Before me, the undersigned authority, a notary public, duly authorized to administer oaths and take acknowledgments, personally ap- peared to me well known, and who, being by me first duly sworn, upon oath deposes and says that e is the of the above described constru '.n, that he has carefully ad •e-fUi going a.. 'cation, and that he did sign the same, and that all facts therein by him stpter Permit No f I Disapprove (Signed) Chairman Member Member . Council Approved Read, om to and Subscribed before me. Notary Public, State of Florida g Inspector/ - mission Expires PL : f NING BOARD __.. • ATE Member Member Member _Date Disapproved Date NOTE: A charge of $1.00 will be made for making corrections or changes to this application after approval has been obtained from the Planning Board. A re- inspection fee of $1.00 will be charged when such re- inspection is made necessary by improper notice for inspection or faulty materials and /or workmanship. TIME READY ' REMARKS JOB aage of Miami Shores ADDRESS INSPECTION INSPECTOR Zon / fE N.? 4414 JOB: PLUMBING • • • Inspector's Report: - • • The following is ready' for Inspection: AD: • BUILDING • • • • WORK • DONE BY ELECTRICAL REQUESTED • WILL BE READY