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REV-17-2037Miami 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 BUILDING PERMIT APPLICATION ❑BUILDING ❑ ELECTRIC ❑ ROOFING RECEIVED AUG 101017 FBC 201-1 Master Permit No. S�r7 0 Sub Permit No.�V REVISION ❑ EXTENSION [-]RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 14 6(D P e- to 3— City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (�aris � ® uvl cN 14t a tl J Phone#: Address: U 10%L4 S City: au iJl. n State: Zip: Tenant/Lessee Name: ' Phone#: Email: Q A C, ks�� C � a,O f - is y CONTRACTOR: Company Name: A\\ fL ° M�Jj� �,✓�� . Phone#: ` sh Address: Q +4 0 �jlj I0 r" z' V C$'�_S[�Mv Qualifier Name: /� � (� 1 0,�,, Phone#: -IX6 State Certification or Registration #: C C Qq Certificate of Competency #: DESIGNER: Architect/Engineer: / - N Addracc- )-4��—� �� City: Value of Work for this Permit: $ ? I d (D aeu t�.-Q Square/Linear Footage of Work: i Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replacg- Description of Work: e#: '4C<- $ q �f- - 4 % tate: -74—' zip: 3 S c)I e •�-�n I ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ ��WCCFs 2 qO CO/CC $ Scanning Fee $ 3 Radon Fee $ 2- ' ( DBPR $ Cx) Notary $ Technology Fee $ 3' Training/Education Fee $ j3 - � Double Fee $ Structural Reviews $ (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ Bonding,Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: 1 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_W a reinspection fee will be charged. _ Signatu NER or AGENT The foregoing instrument was acknowledged before me this 7 day-Iof S 20 ::)J by F�\A CA, kiA Swho is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: as Signature NTRACTOR The foregoing instrument was acknowledged before me this - dayof Ay r1 .20 1:1 by �' L -V i S /prG 4J wh is personally known o me or who has produced as identification and who did NOTARY PUBLIC: 111" r N Q>M4t Iq lam. EX1*" Jon 1?. 2011 OMAN MMionM MM. Sig P r i n 5.CCA ✓LOs Vv" -'cc - ;?o tate of Florida -Notary run!ic:;I *_ Commission # GG 'I 1808' Seal: My Commission Exr.res I! June 22. 2021 r APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) All Star AC And Refrigeration inc 9440 nw 10 st Perrraroke Pines, A 33024 786-357-6898 Allstar.acl 1 @yahoo.com Savits Residence 1460 NE 103rd st Miami Shores, FI Bid base on prints dated:7-17-17 Wilbert Rodriguez Engineering REPLACING 04/02/17 INVOICE AFC & REFRIGERATION INC Saps - Service - Installation Licensed ,and Insured cAc+e+eea Estimate Invoice # 02467 Invoice Date 08/06/2017 Due Date 08/06/2017 Item Description Unit Price Quantity Amount Product Trane 1.5 ton split system 0.00 1.00 0.00 Product supply air ducts as per print ( first and second floor } 0.00 1.00 0.00 Product return air ducts as per prints ( first and second floor) 0.00 1.00 0.00 Product Insulated copper line set 0.00 1.00 0.00 Product supply air grilles as per prints 0.00 1.00 0.00 Product return air grilles as per prints 0.00 1.00 0.00 Product hurricane tie downs 0.00 1.00 0.00 Product Vibration pads 0.00 1.00 0.00 Product Sheet metal exhaust duct 0.00 1.00 0.00 Product Sheet metal exhaust wall cap 0.00 1.00 0.00 Product Bathroom exhaust fans ( nu -tone 50 & 70 cfm) 0.00 1.00 0.00 Hours Labor 0.00 90.00 0.00 Revision per customer request ( 8-6-17) 0.00 1.00 0.00 Total cost 7900.00 1.00 7,900.00 View Received Invoice:: aynax.com Additional cost for revision is included in total cost. Page 2 of 2 Subtotal 7,900.00 Total 7,900.00 Amount Paid 0.00 Balance Due $7,900.00 https://www.aynax.com/einl-pxuo-pxek.view 8/9/2017 ALLSTATE All State Engineering & Testing Consultants, ENGINEERING Inc. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES November 2, 2015 .... Revised March 31, 2017 z ' • • • •' *000:* CEI�TED ...... ...:.. .... ...... Monica Savits 13 2017 7BYJ 1480 NE 103rd Street .000 . ..... Miami Shores, FL 33138 00:00: "" .... .... ...... . . . . ...... RE: Single Family Residence19 : .'. :....: 1460 NE 103rd Street, Miami Shores, FL 33138 " "' • ' To whom it may concern: This letter presents the results of All State Engineering & Testing Consultants, Inc. (ASETC) Geotechnical Engineering Study for the above referenced project. The purpose of the geotechnical engineering study was to evaluate the site subsurface conditions and provide foundation recommendations for the project. Project Description Our understanding of the site is based on our observations during our subsurface investigation. Information you provided to us indicates the project consists of the construction of a Single Family Residence. Test Method and Subsurface Investigation The borings were conducted in accordance with procedures outlined for Standard Penetration Test and split spoon sampling of soils by ASTM Method D-1586 as described below. Two (2) feet long, two (2) inches O.D. split spoon sampler was driven into the ground by successive blows with a 140 lbs hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time (continuous method) then extracted for visual examination and classification of the soil samples. The number of blows required for one (1) foot penetration of the sample is designated as "N" (known as the standard Penetration Resistance Value). The N Value provides an indication of the relative density of non- cohesive soils and the consistency of cohesive soils. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. The subsurface investigation consisted of performing one (3), 25 -ft deep Standard Penetration Test (SPT) borings (B-1, B-2, B-3). The borings were performed on October 30, 2015. ALL STATE 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 Based on the information obtained from the SPT borings, Boring B-1 comprised of Topsoil from 0'-0" to 0'-2", Backfill — Gray medium sand with rock fragments from 0'-2" to 6-6" with N values ranging from 8 to 22, Brown medium sand with some wood pieces from 6'-6" to 8'-0" with N value 2. Black medium sand with muck and some wood pieces from 8'-0" to 13'-6" with N values ranging from 14 to 20. Grey medium sand with some rock fragments from 13'-6" to 18'-0" with N values ranging from 20 to 28, Tan medium limerock from 18'-0" to 25'-0" with N values ranging from 47 to 91. • . . .... ...... 6. .. • Boring B-2 comprised of Topsoil from 0'-0" to 0'-2", Black medium Beach sand with Mme rocks1rom 01-21"0606 to 6-0" with N values ranging from 5 to 15, Gray medium beach sand with silt anaYff from 6-00to 12'-6': .... with N values ranging from 2, to 7, Grey medium beach sand from 12'-6" to 18'-0" Alio N va#ew;Anging,.... from 16 to 34, Tan limerock from 18'-0" to 25'-0" with N values ranging from 51 to Z • • • • • 0 • • • • •• •• •• •• ••••• Boring B-3, comprised of Black medium silica sand with some rocks from 0'-0" to -VIVeih N value J2, Tan,••,;• medium sand with some shells and rocks from 2'-0 to 3'-6" with N value 8, Black.med'uam sarVM"some. . rocks from 3'-6" to 8'-6" with N Value 2 to 9, Grey medium beach sand with silt fron, �'0" to 43'•Q" with N• • values ranging from 4 to 18, Grey medium beach sand with shells from 13'-0" to 17'-6" with N•8alues ranging from 18 to 37, Tan medium lime sand with coral rock from 17'-6" to 22'-0" with N values ranging from 37 to 63, Tan limerock from 22'-0" to 25'-0" with N values ranging from 36 to 66 . Detailed subsurface information is provided in the attached SPT Soil Boring Reports. Groundwater Conditions The groundwater table was first encountered approximately 2'-0" below the existing ground surface during the performance of the borings. The groundwater elevation is expected to change with seasonal and tidal fluctuations, and during storm/hurricane events. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. Foundation Evaluation and Recommendations Based on the encountered subsurface conditions, we have evaluated a number of foundation systems for the project. Special consideration in the analysis was given due to the location of the property being in an area classified as a Special Flood Hazard Zone. Additionally, there exists the unsuitable soil strata of Silt (B-1: 8'-0" to 13'-6"; B-2: 6'-0 to 12'-6"; B-3: 8'-6" to 13'-0")and also, there are areas of the sand strata Black/Brown medium sand Peat (B-1: 6'-6" to 8'-0"; B-2: 0'-2" to 6-0"; B-3: 3'-6" to 8'-6") which have N values that classify the soil's relative density as Loose. Because of these factors, we have selected the use of Augercast Piles and Helical Piles or Pin Piles. A deep foundation would serve to keep the structure in place in case of tidal surges/flood event. Also, the use of a foundation system using piling would bypass the unsuitable soils and organics and allow the direct transfer of the proposed structural loads to the limestone layer encountered below, thereby providing a stable foundation. The following pile criteria should be used to design the support of the proposed structure: on CZ a ALL STq TSE 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 3057888-7443 EN Augercast Piles: The capacity of these piles is essentially developed in tip bearing and side friction. The analysis for this foundation option consisted of determining a pile capacity for a specific size and depth of installation. The relationship obtained is as follows: Pile Proposed Allowable Compressive Allowable Tensile Allowable,Loteral Diameter Depth Capacity Capacity : •.• Caphcity' 14" 22' 35 tons 8 tons • •:•• 2 tense .... . ...... The Augercast Piles should be installed with a minimum embedment of 3 ft into the timstone•layer. Grout! •:•'. strength and steel reinforcement size should be determined b the Structural En irieer':ASETC s • Id be •••• 9 Y g.... .. ...... provided with drawings and structural details upon their development for our review. J minimum.of three .• (3) indicator piles should initially be installed at strategic locations in order to uerifj tie sujgftd pile• • ••: • depth. The pile installation should be inspected to confirm compliance with depth penetration, Continuity of:....: grout, and reinforcing details. • • • • • • • Helical Piles: The capacity of these piles is essentially developed in tip bearing and side friction. The analysis for this foundation option consisted of determining a pile capacity for a specific size and depth of installation. The relationship obtained is as follows: Type Shaft Proposed Allowable Allowable Tensile 5 tons Diameter Depth Compressive Capacity Capacity Type B 3.5" 22' 15 tons 5 tons Helix Pile The Helical Piles' helix size/number and required installation torque should be determined by the Structural Engineer. ASETC should be provided with drawings and structural details upon their development for our review. Please refer to the chosen helical pile manufacturer's guide for termination and installation requirements. Helix size/number and/or final depth (shallower or deeper) may need to be adjusted according to torque values obtained during installation. A minimum of three (3) indicator piles should initially be installed at strategic locations in order to verify the suggested pile depth. The pile installation should be inspected to confirm compliance with torque requirements and depth. Pin Piles: The capacity of these piles is essentially developed in tip bearing. The analysis for this foundation option consisted of determining a pile capacity for a specific pile size and depth of installation. The relationship obtained is as follows: Pile O.D. Proposed Depth Allowable Compressive Capacity 4" 22' 5 tons ALL STATE 12949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 a W, Grout strength and steel reinforcement size should be determined by the Structural Engineer. ASETC should be provided with drawings and structural details upon their development for our review. A minimum of three (3) indicator piles should initially be installed at strategic locations in order to verify the suggested pile depth. The pile installation should be inspected to confirm compliance with depth penetration, continuity of grout, and reinforcing details. . . . .... ...... Limitations •..' .... .' Regardless of the thoroughness of our geotechnical exploration there is always a posiNity thOienditions••••.• on the subject project may be different from those at the test locations. With lhlsf tbing said,* ASETC:....: reserves the right to amend/supplement this report upon discovery of new informatl6rl.;5houlc;.any subsoil;..••• conditions different from those reported in our boring logs be encountered duringgwstructioa, AII.State..:••' .. Engineering and Testing Consultants, Inc. should be notified immediately. •• •• •• •• ••••;• The conclusions provided by All State Engineering & Testing Consultants, Inc. are iyased sptelq�on the,*•*. information presented in this report. As a mutual protection to clients, the public dhdUselvecpallreports: are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. We appreciate the opportunity to have been of service to you. Please feel free to contact us if there are any questions or comments pertaining to this report. Sincerely, oh Buscher PE # 41844 " tate Engineering & Testing Consultants, Inc. ATTACHMENT 1.0 — BORING LOG ATTACHMENT 2.0 — BORING LOCATION MAP r■ 7712949 W Okeechobee Rd, Hialeah Gardens, FL 33018 / Phone: 305-888-3373 Fax: 305-888-7443 ATTACHMENT 1.0 - BORING LOG . . .... ...... ...... .... ...... .... . ..... ...... . . ..... .... .... ...... . . . . ...... k1l State Engineering & Testing Consultants, Inc. ALL STATE ATE LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTAL SERVICES ENGINEERING 12949 West Okeechobee Rd. Unit C-4. Hialeah Gardens, Florida 33018 / Phone: 305-888-3373, Fax: 305-888-7443 SPT SOIL BORING REPORT CLIENT: Monica Savits Page: 1 of 1 CLIENT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Report #: 1 PROJECT: Savits - Christopher Residence Boring #: B-1 PROJECT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Date: 10/30/15 See the attached Boring Location Map Driller: AG DEPTH (FEET) DESCRIPTION OF MATERIALS Sample No. Hammer blows on sampler "N" Value 1 0'-0" to 0'-2" Topsoil 0'-2" to 6'-6" Backfill - Grey medium sand with rock fragments 0'-2' 13 12 10 12 22 2 3 2'-4' ......... ..................1 1 ........ 9 6 19 4 4'-6' € ..........5......... 3 4 •••• 85.................. 6 7 6'-6" to 8'-0" Brown medium sand with some wood pieces 6'-8' g •. 1 • •" ..•.........• ....................woo* 1 • 2 8 g 8'-0" to 13'-6" Black medium sand with muck and some wood pieces 8'-10' •��. • 6 .................. :..................... 00089.i 7• • 14 a • 10 11.•�• 10'-12' 8• ..............�... •9 • i 89 •17 • • 12 13 12'-14' ....'.A...................... 11 : 14 • 20 • 14 13'-6" to 18'-0" Grey medium sand with some rock fragments 15.*........1.2....... 14'-16' *•13 14••• 25 16 17 16'-18' 15 12 ........ .................... 16 25 28 18 19 18'-0" to 25'-0" Tan medium limerock 18'-20' 28 € 31 ..................<..................... 30 € 32 61 20 21 20'-22' ......3.......<........33....... 31 36 64 22 23 22'-24' ......45 ......:........48....... 43 41 91 24 25 24'-26' 49 ...............47........ ............ '• 47 26 End of Boring @ 25'-0" 27 26'-28' ..................:..................... 0 28 29 28'-30' 0 30 WATER TABLE: 2'-0" below surface Reviewed by, All State Engineering & Testing Consultants, Inc. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. ALLSTIAATIEt ENGINEERING All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DR ILLING-ENIVIRON MENTAL SERVICES 12949 West Okeechobee Rd. Unit C-4. Hialeah Gardens, Florida 33018 / Phone: 305.888.3373, Fax: 305-888-7443 SPT SOIL BORING REPORT CLIENT: Monica Savits Page: 1 of 1 CLIENT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Report #: 1 PROJECT: Savits - Christopher Residence Boring #: B-2 PROJECT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Date: 10/30/15 BORING LOCATION: See the attached Boring Location Map Driller: AG DEPTH (FEET) DESCRIPTION OF MATERIALS Sample No. Hammer blows on sampler W. Value 1 0'-0" to 0'-2" Topsoil 0'-2" to 6'-0" Black medium sand with some rock 0'-2' 6 ': 7 ..................... 8 6 15 2 3 2'-4' ............................ ........ 2 4 5 4 5 4'-6' .................. ........ 3......... 2 ?• • 5 6 7 6'-0" to 12'-6" Grey medium beach sand with silt and peat • • 6'-8' • •2 •y • • 1 ...•... •........................... • 1• 1 • • • • • 2 • 8 9•..�•1. .. 8'-10' •T.. .•. s. y.......i................ •.. 2 1 3 .• 3 • • 10 • 10'-1£� .........................e............ ••3 6 7 • • • •• 12 13 12'-6" to 18'-0" Grey medium beach sand • • 12' 1 Q • •8 ) • .................>.................... : •d 8 • • • • 16 14 15 10 ....:�� .. r • 27 • • 16 17 16-18' ........6 ............... �.. 19 € 25 • • 34 18 19 18'-0" to 25'-0" Tan limerock 18'-20' 28 22 ....................................... 29 26 51 20 21 20'-22' 23......€ 31 36 38 67 22 23 22'-24' 's 41.......x.......40....... 43 € 41 83 24 25 24'-26' 42 40 26 End of Boring @ 25'-0" 27 26'-28' ' ..................:.................... 0 28 29 28'-30' ...................................... 0 30 WATER TABLE: 2'-4" below surface Reviewed by, All State Engineering 8r Testing Consultants, Inc. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved pending our written approval. ALLSTATE ENGINEERING All State Engineering & Testing Consultants, Inc. TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTAL SERVICES 12949 West Okeechobee Rd. Unit C-4. Hialeah Gardens. Florida 33018 / Phone: 305-888-3373, Fax: 305-888-7443 SPT SOIL BORING REPORT CLIENT: Monica Savits Page: 1 of 1 CLIENT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Report #: 1 PROJECT: Savits - Christopher Residence Boring #: B-3 PROJECT ADDRESS: 1460 NE 103rd Street, Miami Shores, FL 33138 Date: 10/30/15 BORING LOCATION: See the attached Boring Location Map Driller: AG DEPTH (FEET) DESCRIPTION OF MATERIALS Sample No. Hammer blows on sampler "N" Value 1 0'-0" to 2'-0" Black medium silica sand with some rock 0'-2' 8 6 ..................i.................... 6 3 12 2 3 2'-0" to 3'-6" Tan medium sand with some shells and rock 2'-4' 4 € 5 3 2 4 S-6" to 8'-6" Black medium sand with some rock 4'-6' .5 .......... 2 .......:......... �.i-�. 1 •1 2 • 6 7 • .. 6'-8ti••.<50 • ...........:........ 4.�.. •q•• • 9 •• g g 8'-6" to 13'-0" Grey medium beach sand with silt 0000 •� i 2 •• i.................... 4 . • 10 11 • • 10'-12'.••.5• 0.0.w4• ....... .................. •6•• 1: • 10 • • •. 12 13•••• . 12'-1 10 .....'I.: ................... .... 18 1 'I 28 • • 14 13'-0" to 17'-6" Grey medium beach sand with shells 15 : 14'-16' • 16 13:0 12 13 • 0 25 • 16 17 16'-18' ........�......�.........8....... 1 19 23 37 18 17'-6" to 22'-0" Tan medium lime sand with coral rock 19 18'-20' ......25 ......:.......26....... 21 28 47 20 21 20'-22' ......31.......>.......30....... 33 1 32 63 22 23 12'-0" to 25'-0" Tan limerock 22'-24' 34 ':. 35 ...................................... 31 30 66 24 25 24'-26' ......38 ......:.......36......• 36 26 End of Boring @ 25'-0" 27 26'-28' ..................:.................... 0 28 29 28'-30' ..................:.................... 0 30 WATER TABLE: 2'-6" below surface Reviewed by, All State Engineering & Testing Consultants, Inc. As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of clients, and authorization for publication of statements. conclusions or extracts from or regarding our reports is reserved pending our written approval. ATTACHMENT 2.0 - BORING LOCATION MAP • Y •••••• •••• •••••• • • • .••..• 00 • •• •. to •• 00.9.0 • •••••• • • • • • 0000•• 0000.• to • • • 0090.• ALL STATE All State Engineering & Testing Consultants, Inc. ENGINEERING TESTING LABORATORIES -ENGINEERS -INSPECTION SERVICES -CHEMISTS -DRILLING -ENVIRONMENTAL SERVICES 12949 West Okeechobee Rd. Hialeah Gardens, Florida 33018/ Phone: 305-888-3373 Fax: 305-888-7443 Boring Location Map 1460 NE 103rd Street. Miami Shores, FL 33138 B-3 � Pm 00 �r • •••• • r s • • • B-2 : u.� x � Legend: 0 Property Boundary N ® Boring Location I