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RF-18-1767 (3)AC132 Engineering Inc. Testing & Engineering Services Certificate of Authorization # 8131 Tel: 954245-8976 Fax: 954-301-7776 5230 NE 18'" Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: East West Roofing Test Date: 3/5/2019 Perm RF -6-18-17 Property Address: 114 NE 1061" Street, Miami Shores, FL Roof Pitch: Type of Tile: Roof Area: 4 in 12 Boral Roof Tile 25.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (T1 -T10) 10.00 sq. 10 As per FBC 2017 Passed Field Area: (T11 -T25) 15.00 sq. 15 As per FBC 2017 Passed No. of Corner (T26 -T42) 17 17 As per FBC 2017 Passed Ridge Areas: (T43 -T53) 110 11 As per FBC 2017 Passed important., These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Inc. (NOA 09-1005.01) A o Acevedo; PE a. Reg. 'Nbt 36466 ,�/�r� ACM jjdS&ftft igLsbanawy 3230198 leAvm e " FwtT Rod& 3333 (04) 20-V76 Fw MQ 301-W76 �-:,4 �o ill yti 3C GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES t -DEC DYNATECH ENGINEERING CORP, W W W.DYNATECHENGINEERING.COM DATE: 4/5/2019 CLIENT: Springs Roofing Corporation INVOICE #: 78589 P.O.Box 661305 PHONE: 305-638-0029 Jakie Gu Miami Springs, Fl. 33266 FAX: (305) 887-7663 PROJECT: Roof ALT. PHONE: JOB ADDRESS: 53 NE 102 Street E-MAIL: jackie a springsroofin... Miami Shores, FL 33138 Service Description Qty Amount Uplift Test TAS -106 120.00 Total $120.00 r 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (305) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM EC GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES t-DEc DYNATECH ENGINEERING CORP. W W W.DY14ATECHENGINEER I NQCOM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH 2017, I 6TH EDITION, FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 MIAMI, April 5, 2019 CLIENT: SPRINGS ROOFING CORP: PO Box 661305 Miami Springs, FL 33266. PROPERTY ADDRESS: ROOF Cal 53 NE 102ND STREET MIAMI SHORES FL 33138 TILE TYPE/ATTACHMENT: Flat Roof Tile Polyfoam Set. Inspected By: JM Testing Equipment: Humboldt Scale Model H4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition arc continuously changing due to the exposure to the element and roof top traffic. Client recognizes that actual conditions in areas not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost of construction for its future projects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditions of areas not tested by DEC. Test No. Test Location Field Uplift Pull Test Test Result 1-61 Field See Sketch Below > Than 35 LBS Passed 62-67 Corner See Sketch Below > Than 35 LBS Passed 68-93 Perimeter See Sketch Below > Than 35 LBS Passed 94-119 Ridge Caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH 2017,6"H EDITION, FLORIDA BUILDING CODE TEST PROTOCOL TAS-106 ROOFSKETCH i8' 68 1 _ _ 69_ —1 O 1 2 3 9 70 g, I 117 7 I 1 6 171 33' 931 9 4 6y. 72 _ 73 — — 74— — —75 6' 9 —1 7 1 6 1 g, 16 9 5, 61 60 59 58 [, _ 77 921 10 1 50/ 1 54 55 56 57 ' 47 1 4 I 15 49 46 441 151 52 53 21 1 78 91 1 11 8 8 19 20231 2 48 / 45 1 1 41 431 26' 14 24 25 26 27 28 291 901 12 1 I 36 35 34 33 32 31 3079 1 421 1 13— f 7 86 85 84,_,.� 37 38 39 40 1 89 8 3' 20 .� M me'=�--;82 — — 81 — — —8� — 6'L_�'��- , _ 33, S' y yours, _ x,\11lIIII/// SXt.ltAA --------------------V" =-"l. ��CQ .SR \rte' �SGEIbSfi,�9,�/�i� ' as i, P.E. --_ DYNATEC ENGINEERING CORP. ;r No. 39.584 Florida Reg. No. 39584 Special Inspector No. 757 ST ?J ,ATE' OF . �...: O ; Page 1 of I ,, tj' ........ G �• 70NAL '�.� ``\\Ot 750 WEST 84TH STREET, HIALEA}i, FL 33014 PHONE (SOS) 828-9488 FA7((305)828.8898 EMAI4INFOODC��RZi.COM GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES c DYNATECH ENGINEERING CORP, / WWW.DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH 2017, 6TH EDITION, FLORIDA BUILDING CODE TEST PROTOCOL TAS -106 MIAMI, April 5, 2019 CLIENT: SPRINGS ROOFING CORP: PO Box 661305 Miami Springs, FL 33266. PROPERTY ADDRESS: ROOF (7a, 53 NE 102ND STREET MIAMI SHORES FL 33138 TILE TYPE/ATTACHMENT: Flat Roof Tile Polyfoam Set. Inspected By: JM Testing Equipment: Humboldt Scale Model H4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Client recognizes that actual conditions in areas not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost of construction for its future projects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditions of areas not tested by DEC. Test No. Test Location Field Uplift Pull Test Test Result 1-61 Field See Sketch Below > Than 35 LBS Passed 62-67 Corner See Sketch Below > Than 35 LBS Passed 68-93 Perimeter See Sketch Below > Than 35 LBS Passed 94-119 Ridge Caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH 2017, 6TH EDITION, FLORIDA BUILDING CODE TEST PROTOCOL TAS -106 ROOFSKETCH 18' _68 _ _ _ — O 1 2 3 9 70 8, 1 1 17 1 6 171 33' 931 9 4 6 1- 72 — —73 — — 74— — —75 9 1 16 / 76 8, 1 9 5, 61 60 59 58 �, — 77 921 10 1 5(L 1 1 54 55 56 57 ' 47 1 4 1 15 49 46 441 151 52 53 21 1 78 911 11 8 8 19 20 22 48 , I 1 23 1 45 1 41 431 26' 1 14 2a 25 26 27 28 291 901 12 1 I 36 35 34 33 32 31 30 1 79 1 42 1 1 13117 — — — — r 7 86 85 8 -- .37 38 39 40 1 89 g 3, 20' _3' ~ 83 —" — — — — — — — _ 'K.N82. el 80 6 - -_ 33' .10 tlf Sincerely yours, _ ,a3 ' lssam a ani, P.E. DYNA CH ENGINEERING CORP. - STgT :z Florida Reg. No. 39584 O,c Special Inspector No. 757 %tP,ORIpA Q- ��/ NqC ENG`V�``, Page Iofl 750 WEST 84TH STREET, HIALEAH, FL 33014 PHONE (505) 828-7499 FAX (305) 828-8598 EMAIL•INPOOIYNATECHMGINEERING.COM rVIpE(; f Ip �+.r• INFIELD INSPECTION April 12, 2019 City Miami Shore Village 10050 Northeast 2nd Avenue Miami Shores, Florida 33138 Florida 33138 Building Depa - RC18-170 Pe Re: Infield Inspection for "Existing Framing -Insulation -Drywall and existing Filled Cell (Tie Downs) for Doors, Windows and openings that were closed with cmu 8". Owner's Name: Fernando J Yanez Location of Project: 142 Ne 103 Street, Miami Shores, Fl. 33138-2329. Inspection Conducted by: Emiliano Orozco P.E . Engineer. Weather Conditions: Sunny Temperature: 85T Precipitation: NONE Dear Building officer: Pursuant to the authorization of Fernando J Yanez, the owner, by myself, conducted an inspection at the above referenced site and scanned the structure and its components with a "PROFOMETER 5" (BY PROSEC) in order to determine its compliance with the requirements of the "Florida Building Code 2017". The date when the construction was done in October 30 2018, My statement is based on the following detailed, methodology procedure: Inspections and Methodology: Existing Framing -Insulation -Drywall and existing Filled Cell (Tie Downs) for Doors, Windows and openings that were closed with cmu 8". I-) Inspection for Existing Framine-Insulation-Drywall.": A-) Partition Wall Drywall: Opened drywall to verify size and spacing of studs of the partitions. Existing metal Studs 3-5/8" @ 16" o.c. with %i" Drywall in both sides w/16d nails @ 16" anchor to studs. Existing 3" metal to the top track anchor to celling w/16d nails @ 4" and bottom track anchor 3/16" tapcons to concrete slab @ 16" o.c. Inside to the partition existing Insulation fi-foil vapor shiedl AA2 R=5.1, 125 Sq Ft Single Faced Reflective Roll Insulation (24 -in W X 62.5 Ft L). nnened and Verified is ok According to Code FBC 2017. -Z II-) Structural: B-) Filled Cell (Tie Downs) : Existing (1) #5 Filled Cell (Tie Downs) in each corner for the doors, windows and in the openings that were closed with cmu 8", Are connected to the bottom to the existing footing with a depth of 4 "and connected to top to the existing concrete tie beam with a depth of 6 ". Via Profometer and visual inspection. According to Code FBC 2017. For this reason, I Emiliano Orozco confirms that the property inspected at 142 Ne 103 Street, Miami Shores, Fl. 33138-2329., comply with the Code FBC 2017, ( Oh Edition). If I Could be of any further assistance to you, please feel free to contact me. Approved. Engineer's Signature: Emiliano Orozco 66341 P.E. Engineer. Date: April 12, 2019 949 Sw 122 Avenue, Miami, Florida 33184. -7,2 FLORIDA TEC Pmoviowa SOLUTIONS TO TME RooriNG INDUSTRY CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH FBC PROTOCOL TAS -106 Lab Report No. 129374 C.A. # 30448 Lab Certificate # 17-0703.01 PROPERTYADDRm. 55 NW 102nd St., Miami Shores PERMIT o: RF01-19-36 -- PROPERTY OIPR'EI- Marta Garfield ROOFING SQ9UARU CONTRACTOR: Murphy Roofs RooFPI71CH. 3:12 TILE nPE: Flat IATPECTOR DI?fL4LS: MF ATTACHMENTMETHOD. Foam Adhesive 7ESTDATF- 1/31/19 Testing Equipment: uplift Gauge FGE-10OX Test Tabukdkin Required Testing Force: 35 Ibs 0 • THIS ROOF HAS PASSED THE STATIC UPLIFF IN ACCORDANCE WITH 1'6C PRUIMUL IAS -Wb. Yan Luis Solis. P.El� 76' Lie. No. 75423 10735 SW 2161h St. Unit 404 Page 1 of 1 Tel: 305-256-455, Miami FL 33170 www.FloridaTECnet Fax: 305-256-683. ' t GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES _DEC DYNATECH ENGINEERING CORP. W V4 W,DYNATECHENGINEERING.COM CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH 2017 FLORIDA BUILDING CODE 61h EDITION TEST PROTOCOL TAS -106 MIAMI, April 9, 2019 PERMIT No. CLIENT: Jim Obenour: OBENOUR ROOFING: 9822 NE 2n1 Avenue, #9, Miami Shores, FL 33138. PROPERTY ADDRESS: Roof at 785 NE 94TH STREET MIAMI SHORES, FL 33138. TILE TYPE/ATTACHMENT: Flat Roof Tile Polyfoam Set. Inspected By: JM Testing Equipment: Humboldt Scale Model H.4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Client recognizes that actual conditions in areas not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost of construction for its future projects. Client agrees that DEC shall not be responsible or liable for any variations in the actual conditions of areas not tested by DEC. w Test No. Test Location Field Uolift Pull Test Test Result 1-65 Field See Sketch Below > Than 35 LBS Passed 66-74 Corner See Sketch Below > Than 35 LBS Passed 75-106 Perimeter See Sketch Below > Than 35 LBS Passed 107-142 Ridge caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT WAS FOUND IN ACCORDANCE WITH 2017 FLORIDA BUILDING CODE O EDITION TEST PROTOCOL TAS•106 ROOFSKETCH 21' u' z 71 74 , 75 10 6q 65 L - 82- 6 - ;fit 57 10 63 09 49 2 45 46' 8 12• 43 106. 56 4844 , 11 1 y , 8 25, 25• , 61 58 42 41 40- 85 - 8— 105: 11 47' 39 55 X39 37 '43 36 35 34 33 :88 60 59 151 28 29 30 31 32 1 24 25 1e' -- --, 1 221 4 73 104.89 t3• 103 50 26 27 23 , :54 11 10 1 9 19 2l) - - 1 - 90 , 91 52 6. 102; 14 13 12 11 21 zt 1 6 12 ,5 15 16. ,' .4 17 1B :92 141 101,g �Z ------ ', 5 1 7 r- ----1, \\11illlr+jj� 100 99 ' 1 1 94 93 6- E ncerely yours, • Wissam Naa I, P.E. DYNAT ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 98' 2 3 .95 16• �� Spi D IIIA�� // No • 9 of , W , SiA�E - �� Ao•.,,Loa�o=�,�,� ,,Illtttt� Page I of I 750 WEST 84TH STREET. HIALEAH. FL 33014 PHONE (305) 929.7498 FAX (305) 989-9598 EMAI4INFOpDYNATECHENGINEERING.COM C t1E fI x.01 4•tDR - in�,i_s,�L�> > _ RE: Permit #_rr= -��— Miami Shores e Villa 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: ( a� licensed as a (n) Contractor / Engineer / Architect, (Print name and drde Lime Type) FS 468 Building Inspector License #• UT 2�00 On or about 2`q LAW , I did personally inspect the roof deck nailing _(_Date 8 time) work at UE' q4 (Complete Job She AddMU) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit State of Florida County of Dade: The undersigned, being the first duly swom, deposes and says that he/she is the contractor for the above property mentioned. Swom to and subscribed before me this � of Notary Public, Sate of Florida at Large i6otC�%`i�Crifh� v / FAL o''aw�� "••., �.04FPoNEA.DUFFIN i NolmyPublic -StateofFlorida s' Commission a GG 101226 or R 'General, BudQtriy Re,tdeMial, � € Ny Comm. Expires May 11, 2021 aotinp ContractoR or any individual oedltied under 468 F.S. to make ouch an Inspection. permit I and addtau 6 dearly ahown madasd an the deck for each iri Wit D&%A*o r ^„ rnnnrsn4AUCr34rrM AC132 Engineering Inc. Testing & Engineering Services Certificate of Authorization # 8131 Tel: 954-245-8976 Fax: 954-301-7776 5230 NE 18THAvenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T & S Roofing Systems Test Date: 11/10/2018 Property Address: it # RF -5-18- 241 NW 91 Street ,Miami Shores, FL Roof Pitch: Type of Tile: Roof Area: 3 in 12• 1 Santa Fe Roof Tile 13.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : ti IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Perimeter Area: (T1-T6 ) 6.00 sq. 6 As per FBC 2017 Passed Field Area: (77-T13) 7.00 sq. 7 As per FBC 2017 Passed No. of Corner (T14 -T26) 13 13 As per FBC 2017 Passed Ridge Areas: (T27 -T29) 30 pcs. 3 As per FBC 2017 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, Ap.eg. ineering Inc. (NOA 09-1005.01) Acevedo, PE No: 36466 Mtol Zoo ACB2 Engineering Inc. Engineering and Laboratory Services 5230 NE 18`h Avenue Fort Lauderdale, Florida 33334 Phone: (954) 245-8976 Fax: (954) 301-7776 FelsE. FLORIDA INTERNATIONAL ENGINEERING, INC Florida International Engineering, Inc. 6175 NW 167 St., G-20, Miami, FL 33015 Telephone: (305) 378 -1991 -Fax: (305) 378-1997 INSIGHT -INNOVATION -INTEGRATION Miami -Dade Lab Certification # 07 -0612.11 -State of Florida ca #27273 ---------------------------------------------------------------------------------------------------------------------- SITE SPECIFIC INFORMATION Owner's Name: ekl V, ►-- - fir, Job Address: I �'t ,,, 0 , .4 n-{ Roofing Contractor: C0 F. ' C- =- Permit Number: I? -i<- ' -* 1 '17 _Type of Tile: 1 z �'` � ) �j t4 Approximate Roof Height: 12- feet Slope: �` {' tL Approximate Square Footage: G,�c,G ftz Type of Access to Roof: Ladder Other: _ Required Testing Force: 35 lbs.+ Testing Equipment: F.G.E. 100x Shim o Instrument Date Installed: Cz, Iia CA • Date of Inspection: 21 It 1 `1 TEST RESULTS P= PASS, F= FAIL Test Location P or F Test Location P or F Test P or F Location Test P or F Location Test Por F Location 1't+ l'r 21 ry `7 41 V , 61 81 2 ' 22 42 62 82 3 23 43 63 83 4 24 44 64 84 5 25 45 65 85 6 26 46 66 86 7 27 47 67 87 8 28 48 68 88 9 29 49 69 89 10 30 50 I 70 90 11 31 51 71 91 12 32 52 72 92 13 33 53 73 93 14 34 54 74 94 15 35 55 75 95 16 36 56 76 96 17 37 57 77 97 18 38 58 78 98 19 39 1 59 79 1 99 20 }/ 40 60 1 80 1 100 ---------------------------------------------------------------------------------------------------------------------- IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL TAS 106, THIS ROOF ASSEMBLY HAS PASSED THE STOWIC,YPLIFT QUALITY CONTROL TEST. �,••�P�M BALAq,sy''% ADDITIONAL TEST INFORMATION Perimeter Width: '-? ft Area Units or ft' No. of Tests Perimeter ; 1 v .7 2 Field ` 1 v b Corners Hips & Ridges RESPECTFL jIG suwnWBY: G VTE O .•`� Florida Regist;�' ■■■■■■■■�■■■Ire■� MEMO ONE Mai ON■I,WTVA, Ni ■■■■■M■■■I■■■i ■"I ■■■■OEM■■I■E■ NEW ■■ No ■■■EMMEM ■■■■■■■■ ■■■O■■■■ ■■■■NN■■ `■umfV m...■■ ■m■u11=r,irl ■■ L IMMUMMM■'■■ ■M■Mr;RnML ■■ ■■"Mli■lac■■■ ■■1`i■11■^■i■■ ■MPENWIM 1■■ nAuM2mMKaM■ `:MpMllr7/!^! q\!Mllili/■■.i■ OMEN ■■■■ ■■■■ ■N■ ■■■ iii MEN ENE ■■ ■■ ■ ■ . 'I A-1 4225 SW 71 Ave, Miami. FI 33155 Tel: 786-398-9179 Fax: 786-800-2627 a1 roofinspectionAgmail.com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 02/21/2019 Roofing Contractor 4 ROOFERS INC Job Address 42 NW 92 ST Miami Shares FL Owner's Name TOUSHA COX Type of Tile ENTEGRA PLANTATION Approximate Roof Height 12 feet Roof Pitch 3/12 Approximate Square Footage of Roof 19 1 Date Tested 02/21/2019 Number of Tests 48 Contact Name TONEISHA Permit RF -3-18-730 Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100,. Phone # 786-285-4446 LOCATION # OF TEST PASS # OF TEST FAIL I Corner 10 Tests 10 Pass Test Fail 1 Perimeter 15 Tests 15 Pass Test Fail Field 19 Tests 19 Pass Test Fail Ridge 4 Tests I 4 Pass Test Fail TOTAL 48 Tests 48 Pass o Test 0 Fail IN ACCORDANCE WITH THE CRITERIA OF PROTOCOL PS 10E, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFOA.`.LEC IN FULL ACCORDANCE TO THE REQUIREMENTS OF UADE COUNTRY, WITH NO DEVIATIONS. LI IIS REPOH r IS NOT GUARAN T SEWN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. Job Address 42 NW 92 ST Miami Shores FL Permit Number RF -3-18-730 Roof Drawing 19 8 39 37 12 35 Z 13 49 M i 38 34 42 43 36 4 23 27. 22 16 32 44 45 41 48 3021 16 � 46 33 31 4 17 18 20 7 5 19 6 [A' January 18, 2019 I PRCHRECTURE I INTMM DESIGN City of Miami Shores Building Department 10050 NE 2nd Avenue Miami Shores, FL 33138 Subject: Baloyra Residence 2 04t` Street Miami Shore , FL 33138 RC -8-18-2060 This letter serves to certify that, to the best of my knowledge, the framing of the walls in the bathrooms of the Baloyra Residence meets the requirements of the Florida Building Code, 6t' Ed., and all generally accepted building standards. The walls conform to UL Design U317 (attached) and to the requirements of the Florida Building Code. More specifically: • Master Bath with a shower: 0 2"x4" Wood framing at 16" O.C. o R4.1 Insulation on exterior walls o '/" cementitious boards at all wet locations o 1%" screws 8" O.C. • Second Bath with a tub: 0 2"x4" Wood framing at 16" O.C. o R4.1 Insulation on exterior walls o %" cementitious boards at all wet locations o 1'/; screws 8" O.C. Please contact me at your convenience should any further clarification be needed. Sincerely, CIC `Jose R. Carlo - - FL -Architect AR=16566- CC Patricia Baloyra pbaloyra@dvllp.com> Thomas DiTommasso bbtconstructioninc@gmail.com a A L O Y R A C E R T I F I C A T I O N L E T T E R 1 9 O 1 1 a. D O C 1 1 1 9 L A N D A V E N U E S U I T E 2 1 0 3 M I A M I B E A C H. F L D R I D A 3 3 1 3 9 C E L L U L A R: 1 3 0 5 1 4 9 0. 0 4 9 3 T E L E P H O N E( 3 0 5 1 6 0 4 - 7 a 9 a E M A I L: JC A R L O Q C I C• A R C HITE CTU RE. CC) M P A G E 1 OF I GEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS 1 ROOF TESTING I INSPECTION SERVICES I DRILLING SERVICES e DYNATECH ENGINEERING CORP. WWW.DYNATECHENGI CONCENTRATED UPLIFT LOAD TESTING ON ROOF TILE TO COMPLY WITH 2017, 6TH EDITION FLORIDA BUILDING CODE TEST PROTOCOL TAS -10 MIAMI, February 11, 2019 PERM] No. RF -12-18-3712 CLIENT: Anthony F. Geraci: DESIGN HOME REMODELING CORP. 290 NW 161' Street Miami, F PROPERTY ADDRESS: Roof (a'7, 122 NE 105TH STREET MIAMI SHORES FL 33138 TILE TYPEIATTACHMENT: Flat Roof Tile Polyfoam Set. Inspected By: JM Testing Equipment: Humboldt Scale Model H4620 The test results presented here reflect the condition of the roof system at the time of the test. These results are time and sample dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Client recognizes that actual conditions in areas not tested by DEC may differ from those anticipated in DEC's report. Client understands and accepts that this can significantly increase the cost of construction for its future projects. Client agrees that DEC shall not be responsible or liable for an v variations.in the actual condi tions.of areal EC not testes by U; � — — — ' - Test No. Test Location Field QDlift Pull Test Test Result 1-45 Field See Sketch Below > Than 35 LBS Passed 46-55 Corners See Sketch Below > Than 35 LBS Passed 56-96 Perimeters See Sketch Below > Than 35 LBS Passed 97-111 Ridge Caps See Sketch Below > Than 35 LBS Passed ROOF TILE UPLIFT IN ACCORDANCE WITH 2017,01 EDITION FLORIDA BUILDING CODE TEST PROTOCOL TAS -106 ROOFSKETCH - Page l of 1 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (30S) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM 1 -�--=- -==r-' 16 18 (N i 87 i 15 22 190 17 1019 52 83 84 86 14 21 55 85 J 20 f56 8212 11 10 13 9 , 1 1,137 �811 5 6 7 givi127 E55 26 25 24 23 9 Sol � 28 29 30 31 i 679 L - 61 _- -63 -� 46 --- -- -�' 30 39 149 , 78 - 77 ` 76- 75 X64 � 74 32 45 i 37 1 940 65 73 i 33 44 36 It 41 166 72 � 34 43 i 35 42 _ 48 71 70 1 69 -167 68 47 1 yours, ---------------- --1s--- -�— 9 Wissam ani, P.E. DYNA CH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 Page l of 1 750 WEST 84TH STREET. HIALEAH, FL 33014 PHONE (305) 828-7499 FAX (30S) 828-9598 EMAIL:INFOODYNATECHENGINEERING.COM 1 !I 1 ISDA A.S.D. Consulting Engineers, Inc WWW.ASO[ONS,NO.COM w TO: Building Department Official FROM: Fernando Azcue, P.E, SI. Structural Engineer, FL Reg, No. 65521 DATE: January 101t, 2019PC- RE: Tie Beam Repair —Iv — j.SQ 10916 NW 2nd Ave Miami Shores, FL 33168 INSPECTION LETTER Building Department Official: Our firm has been retained to perform the Tie Beam Repair Inspections for the above mentioned project. We performed a total of 3 inspections. As per our inspections, the repair of the entire tie beam is in compliance with the permitted documents. Should you have any questions or need any additional information, please do not hesitate to contact me. Sincerely, Fernando Wcue, P.E. Lic. No. 65521 S.I. No. 7023770 � � r 1� �1 1 December 14, 2018 Gregory Pecchio 400 N. W. 112`h Terrace Miami Shores, FL 33168 4055 S. W. 8e Avenue Miami, Florida 33165 (305)229-9932 Office (305)229 -WW Fax Customer decided to eliminate the old wall heater. We disconnected the wall heater and abandoned system. We capped off with a permanent cap. This letter should certify that all work was installed properly per code and has been inspected by a licensed plumbing contractor. The qualifier for Bob's Plumbing Co., Inc. is John E. Blosser, license #CF -C055672. BOB'S PLUMBING COMPANY, INC. f John E. B osser President) License #CF -C055672 Sworn to and subscribed before me this l qt -l'\ day of ,()PC.embe-V- , 2018, by John E. Blosser, who is personally known to me. NOTARY PUBLIC, STATE OF F0() DA My commission expire I If" COMMISSION #FF222491 ,{ EXPIRES: April 20, 2019 www,AARdNNOTARY,COM CONSULTONG EMGMEERS, P.A.__ 2500 Parkview Drive, Apt. 2414 Hallandale Beach, FI 33009 Ph: (786) 252 2131 February 28. 2019 ENGINtkRING AFFIDAVIT Building Official Miami Shores Village Building Department PREF: Per t # RC -6-16-1773 Job A es 103 Street, Miami Shores, FI 33138 Owner: Mr. Daryl Unnasch Dear Building Official: The Scope of Work performed in this house consisted of°#he replacement of the kitchen cabinets and the remodeling of one full bathroom and one half bathroom. The work was performed and the required inspections were all called for except Building. Electrical and Plumbing final passed but the Building Inspector required an engineering affidavit to verify that the drywall was correctly installed over the existing wood studs in the 2 remodeled bathrooms. With that purpose in mind, I visited the 2 bathrooms and located magnets over the drywall screws to verify their location, and measured the distances between magnets. This was done in lieu of destructive testing which is messy and expensive just to reach the same conclusion. Please see the pictures taken. To the best of my knowledge, belief and professional experience, the drywall screws were installed following the requirements of the Florida Building Code 2017, Sixth Edition and that the studs have the correct and proper separation. Cordially, TO C Q'A /moi �ICEiys,,.0 � F , 0 17138;� I AlbV Co'�a P. E. Canslliin�c 'WgWeer , "Q' J �0 RIDP,. //,/V� I I I�r\\\\\�� 03/01/2019 Page 1 of 3 INSPECTION AFFIDAVIT 424 NE 103 STREET Miami Shores, FI 33138 PHOTOGRAPHS Half bathroom remodeled Distance between magnets G , 0301/2018 INSPECTION AFFIDAVIT 424NE1U3STREET Page 2nf3 Miami Shores, F|33138 Full bathroom remodeled Distance between magnets 0301/2019 INSPECTION AFFIDAVIT 424NE103STREET Page 3of3 Miami Shores, F|33138 ACB2 Engineering Inc. Testing & Engineering Services Certificate of Authorization # 8131 Tel: 954245-8976 Fax: 954-301-7776 5230 NE le Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2nd Avenue, Miami Shores, FL 33138 Client: T&S Roofing System Test Date: 3/20/2019 Property Address: �rmit # 135 NW 1090 Street, Miami Shores, A Roof Pitch: Type of Tile: Roof Area: 3 in 12 1 Eagle4 Roof Tile 13.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument: IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uolift Pull Test Test results Perimeter Area: T1-T6 6 sq 6 sq As per FBC 2017 Passed Field Area: T7 -T13 7 sq 7 sq As per FBC 2017 Passed No. of Comer T14 -T27 14 14 As per FBC 2017 Passed Ridge Areas: T28 -T37 100 pcs 10 pa As per FBC 2017 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Inc. (NOA 09-1005.01) n Acevedo, PE .Aeeg. No:,36466 ACB2 E.j E, eevme Do 2101ida QT� I a r 490AI L"NEW 4225 SW 71 Ave, Miami. FI 33155 Tel: 786-398-9179 Fax: 786-800-2627 a1 roofinspectioncSomail,com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION UPLIFT TEST - TAS #106 03/08/2019 Roofing Contractor ROOFER MIKE INC Permi # RF -6-18-1513 Job Address 330 NE 97 ST Miami Shores, FL 33138 Owner's Name JAMES & VICTORIA NOVACK Type of Tile FLAT 13" Approximate Roof Height 12 feet Roof Pitch 4/12 Approximate Square Footage of Roof 32 ft2 Date Tested 03/07/2019 Number of Tests 58 Contact Name Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs Testing Equipment F.G.E.100 Phone # 786-454.6469 LOCATION # OF TEST PASS # OF TEST FAIL Corner T 1 Tests 7 Pass Test Fail Perimeter 15 Tests 15 Pass Test Fail Field 32 Tests 32 Pass Test Fail Ridge 4 Tests 4 Pass Test Fail ----]TOTAL 58 Tests 58 Pass o Test 0 Fail IN ACCORDANi'vi i d I J i r l OF PROTOCOL PA 106, THIS ROOF ASSEMBLYHAS PASSED THE STATIC UPUFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQU14 k3 S T" ^ el^;w 1 �A� 1' 'NO DC."ONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. t act ' � 1 Job Address 330 NE 97 ST Miami Shores, FL 33138 Pe,Fmit 4YUrfter RF -6-18-1513 Roof Drawing 2 7 46 0 . 10se2 21 11 35 42 34 44 - -- 3! 61 5643 63 36 37 36 41 12 � 21 13 as go 20 41 46 so 33 26 30 32 16 31 67 40 4 66 18 6 46 29 17 6 Z7 2 A-� y 4225 SW 71 Ave, Miami. FI 33155 Tel: 786-398-9179 Fax: 786-800-2627 a1 roofinspection(agmail.com LAB CERTIFICATION #16-0510.15 SITE SPECIFIC INFORMATION UPLIFT TEST — TAS #106 03/19/2019 Roofing Contractor JVD SERVICE INC PermitRF-02-19-409 Job Address 967 NE 91 ST TER MIAMI SHORES, FL 33138 Owner's Name COMMUNITY DEVELOPMENT FUND I REO LLC Type of Tile FLAT 13" Approximate Roof Height 12 feet Approximate Square Footage of Roof 27 Date Tested 03/18/2019 Contact Name VIDAL Roof Pitch 4/12 ft2 Number of Tests 63 Date Installed Type of Access to Roof LADDER Required Testing Force 35 Lbs, Testing Equipment F.G.E.100 Phone # 305-305.8945 LOCATION # OF TEST PASS # OF TEST FAIL Corner 8 Tests 8 Pass Test Fail Perimeter 7 Tests 7 Pass Test Fail Field 27 Tests 27 Pass Test Fail Ridge 21 Tests 21 Pass Test Fail TOTAL 63 Tests 63 Pass o Test 0 Fail IN ACCORDANCE Y `t I t I I I ( I //I PROTOCOL PA 106, THIS ROOF ASSEMBLY HAS PASSED THE STATIC UPLIFT QUALITY CONTROL TEST. THIS TAS 106 TEST HAS BEEN PERFORMED IN FULL ACCORDANCE TO THE REQUIREMrk O.• F+• r l NTP' W 1(1/1,0 DEVIATIONS. THIS REPORT IS NOT GUARANTEED IN CASE OF CASE OF NATURAL DISASTERS. THIS REPORT IT IS NOT VALID FOR INSURANCE CLAIMS. _ l •0 f/7 , Job Address 967 NE 91 ST TER MIAMI SHORES, FL 33138 Permit Number RF -02-19-409 Roof Drawing 13 is 3U ` 36 34 511 39 38 su 63 37 35 33 40 Gl 52 4 24 BO 42 57 58 41 434554 28 59 48 55 27 44 61 29 53 56 15 10 32 3 as 30 47 es 6X ♦5'RIC 92 y I n mn� F�ORIpA RE: Permit # R F '0-2' 19 —159-7 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION AFFIDAVIT DATE: -7/2,5/19 I Rr _4 rill Ott or- licensed as a (n) Contracto / Engineer / Architect, (Print name and circle License Type) FS 468 Building Inspector License #: C L 1331069 On or about 14 [C I did personally inspect the roof deck nailing Date 8 time) work at 1910 IV W 100 G+ MI't7bM+ Slot"eS� R 23is-o (Complete Job Site Address) Based upon that examination I have determined the installation was done according to the Hurricane Mitigation Retrofit Manual (Bas n553 F.S) Signature State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this 29 da of 3-01\4 -2019 ;;i3 Com RAFAELAMORETTI Notary Public, Sate of Florida at Large MY COMMISSION#GG 281348 of EXPIRES: December 3, 2022 f P: Bonded Thru Notary Pubfie Underwriters 'General, Building, Residential, or Roofing Contractors or any individual certified under 468 F.S. to make such an inspection Include photographs of each plane of the roof with permit # and address # clearly shown marked on the deck for each inspection 0-1-4 — 1711n1')n1A%';P)1rM0 ACB2 Engineering Inc. Testing & Engineering Services Certificate of Authorization # 8131 Tel: 954-245-8976 Fax: 954-301-7776 5230 NE le Avenue Fort Lauderdale, FL 33334 Roof Tile Uplift Test Report Attention: Miami Shores Village, Building Division, 10050 NE 2"d Avenue, Miami Shores, FL 33138 Client: Earl W Johnston Test Date: 07/23/2019 Property Address: Permit # RF -07- 1286 NE 98 Street ,Miami Shores, FL Roof Pitch: Type of Tile: Roof Area: 3 in 12 1 Santa Fe Roof Tile 1.00 squares Tile Attachment Method: Two Component Polyurethane Foam Adhesive -Poly Pro H 160 Field Instrument : IMADA Force Gauge 0-100 Serial number: 243454 Test Location Total Number of Tests Field Uplift Pull Test Test results Valley Area: T1 1.00 sq. 1 As per FBC 2017 Passed Important: These laboratory results can change due to future weather impacts and/or unavoidable roof traffic. Therefore, this report represents the TAS 106 results at the time of the test. Please see attached a Roof Sketch for this project. Cordially, AC132 Engineering Inc. (NOA 09-1005.01) Antonio Acevedo, PE Fla. 11#0'16-.. _36466 10, • • h • 52iO 1B I9'Av=w FantLss�te, P . p� ' �c � 3U�i—�►?'7I6 z YcM Engineering Concepts Corp. Date: 07-30-2019 To: Ismael Naranjo, Building Official Miami Shores Village 10050 NE 2"d Ave Miami Shores FL 33138 From: Yan Luis Solis, RE Ref: Soil Compaction Inspection Report Address: 9801 N 2nd Ave, Miami Shores FL 33138 Permit # PLC 10-N-2563 —' Dear Building official: I, Yan Luis Solis P.E, did a site inspection for the above reference location. I attest that the compaction at the Paver and Concrete area located at the East Side of the Property (Non vehicular Traffic Courtyard) was more than 98% as per Note on the approved PWK-1 Plan. This compaction was made in 2 different times in Stratum of 8" each with enough water helped giving us at least a capacity of 2000 Pounds / Sq. Ft. Concrete area compaction was field verified on April 29, 2019 and compaction on the paver area on May 20, 2019.The material used was lime rock that has the optimum moisture content and proper loose consistency after being compacted to a density no less than 98% determined by A ASHTO T 180. In each stratum preparation was the same and the material was placed in layer of no more than 8". We checked different points approximately 4'-0" straightedge laid parallel and across and we did not detected irregula► ities greater than 0.25". The area was checked after compacted. If you have any questions do not hesitate to contact me. Sincerely L. S044, � y.v`�ENSE's *•• .75 23 •••'* STAT F 'lee S,1ONALENC` `�• Yan Luis Solis, P.E 305-484-5596 Yan.solis@ycmengineering.com YcM Engineering Concepts Corp 14245 SW 21 Terrace, Miami FL 33175 305-484-5596 Nutting fsor Not Ida Ine.I Btihlished 1967 Your Projert is Our Commitment �C-R- ib -,3+S5 NUCLEAR DENSITY REPORT Geotechnical & Construction Materials Engineering -1 nspection-Testing FAX # (561) 737-9975 PHONE# (561)736-4900 Client: Apollo Construction Project: 9190 NW 1st Ave Miami Legal: Gauge # 3 Serial # 34681 DS: 1894 MS: 640 Material Description: Crushed Lime rock Date 7/2/19 Technician: Frank Pupo Pad Fill Depth: 12" 98% # Master bedroom & Kitchen extention slab WET DENSITY MOISTURE LBS. DRY DENSITY MOISTURE % MAXIMUM DENSITY % COMPACTION Bedroom additon slab Master bedroom & Kitchen North area 123.8 7.3 125 99.0 South East area Central area 124.6 124.8 8.2 7.5 125 125 99.7 99.8 West area 123.5 7.8 125 98.8 Bedroom South area 124.5 7.4 125 99.6 Central area 123.9 8.2 125 99.1 North area 124.8 7.6 125 99.8 BUILDING Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 PERMIT APPLICATION ,V'BUILDING ❑ ELECTRIC ❑ ROOFING JUN 2015 BY: FBC 206 Master Permit No. wS�L — Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL F-] PLUMBING ❑ MECHANICAL 7PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City Miami Shores County: Miami Dade Zip: 3�/��' Z Folio/Parcel#:' Is the Building Historically Designated: Yes NO_ Occupancy Type: ! Load OWNER: Name (Fee Simple Titleholder): Construction Type: Flood Address: /,,1/0 City: State: [�j S� U �� State: Tenant/Lessee Name: Email: /&-/2 0^0c;g IT-- CONTRACTOR: Company Name: Address: 2 2 S ✓ U 9 City: G4m 1 Qualifier Name: State Certification or Registration #: 6th BFE: FFE: one#: A)r--7�-606_" Zip: hone#: A zs-g- 660,6 Zip: one#: 3Gs"'LS �- 6 66,E Certificate of Competency #: DESIGNER: Architect/Engineer: iiia G Phone#: -, - -SZ42- 91W Address: Sud %D C/o City: � < cv�cS�State: �2/ Zip: Value of Work for this Permit: $ Y�3 ,T�7 Square/Linear Footage of Work:AT J 7 Type of Work: ❑ Addition Alteration ❑ New Repair/Replace ❑Demolition Description f Work _/�'fJ�Z�� 3 S(T� " �� C-5,"1--��_ 19 o I N 6; Specify color of color thru tile: Submittal Fee $ Permit Fee $ C) "0 ) CCF $ Scanning Fee $ Technology Fee $ Structural Reviews $ (Revised02/24/2014) Radon Fee $ Training/Education Fee $ DBPR $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $3d o `y O Bonding Company's Name (if applicable) s� Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State 22. Zi 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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. %Signature ae� OWNER or AGEN The fore oing instrument was acknowledged before me this day of C b 204 by lam/! who is personally known to me or who has producedl(4?0 3q) --(Id -VI-Oas identification and who did take an oath. NOTARY PUBLIC: Sign: '46 i ..�L/ ■ a CONTRACTOR II>efogr-6ing instrument was acknowledge be ore me this day ofw1 & 20 by is personally know me or who has produced as identification and who did take an oath. NOTARY PUBLIC: G�M Seal:arP„ Seal: ?°s�•:PO�i.� LAURAHERNANDEZ ?°`a •• •,°�% LAURA HERNANDEZ * * MY COMMISSION # EE 864425 MY COMMISSION # EE 864425 EXPIRES: January 10, 2017 * * \°� Bow ES: January 10, 2017+ oFF�oa�O� BNWThNSudo Nowy Services hT APPROVED BY / Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014)