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BPP-14-605 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-209783 Permit Number: BPP-3-14-605 Scheduled Inspection Date: July 23, 2015 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Rodriguez,Jorge Inspection Type: Final Owner: WILLIAM J.JURBERG, R.ANDREW DE Work Classification: New DACC Job Address:9350 NE 12 Avenue Miami Shores, FL 33138- Phone Number (305)609-3851 Parcel Number 1132050070150 Project: <NONE> Contractor: PALMER HOLDINGS, INC Phone: 305-310-4673 Building Department Comments NEW SWIMMING POOL AND WATER WALL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 22,2015 For Inspections please call: (305)762-4949 Page 1 of 39 �) u Miami Shores Village �� Building Departmen "a 10050 N.E.2nd Avenue,Miami Shores,Florida 33138\, Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 i �J BUILDING Permitd�p�o/ N PERMIT APPLICATION Master Permit No. �__' lS/v Permit Type: BUILDING G JOB ADDRESS: R35� 0 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder):&LIG0 Phone#: ,565• s01, Address: s�p E City: V 1674M State: Zip: 33(:3 2 Tenani e�ne: Phone#: Email: ' CONTRACTOR: Company Name:, Phone#:`:�S. �T Address: City: t State: Zip: 331 Qualifier Name: ,,,,� Phone#: State Certification or Registration#: G' 6c, LJJ`77"ZV Certificate of Competency#: Contact Phone#: Email Address: IMPk"AtA,�A-OL. DESIGNER: Architect/Engineer: Phone#: 395, Sop. Value of Work for this Permit:$ _zA eo Square/Linear Footage of Work: Type of Work: ❑Addition ❑Alteration C/3 "a�.+:A 3. w**�. ❑Demob on Description of Work: Lam//lrrl`lil/ Cr /- -f N/' TP Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address f ire 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 reins p ion fee will be charged. Signature — Signature Owner or Agent Contractor The foregoing instrument as acknowledged before me this Id The forZoinginstrument was acknowledged bef e me this I n day of 20� by S day of 20 4,by Z4 P who s personally known me or who has produced who is rsonally kno to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC• NOTARY L ROSF Sign: Sign Notary I 1�a Prin ' ,�F � t E 84397 Print: � s , ' `c+s Notary Public-State of Florida .. My Commission Expires: My iissignxptrEsc •. .•e My Comm.Expires May 23,2016 Commission#EE 173842 %F of F ` '^ Bonded Through National Notary Assn. �x�x***��***x��***:x��x*** *��*****��***��* x *:x * x *�:x**:x***�:x******x•x�*******�xx**�**�=***�*x:xxx*x�*��** •� APPROVED BY Plans Examiner1 315ZIIIY Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) 2014 details - Business Tax Account PALMER HOLDINGS INC - TaxSys - Miami-Dade... Page 1 of 1 y.. Tax Collector Home Search Reports Shopping Cart When entering your name and address on the payment form,please do not enter any special characters such as #,or&. 2014 Details Business Tax Account PALMER HOLDINGS INC Business Tax Account#482268 i �_;� Account details Account history 2014 2013 2012 2011 2010 Paid Paid Paid Paid Paid Account number: 4822681 Owner(s): PALMER HOLDINGS INC Business start date: 01/01/1998 1900 S BAYSHORE DR Business address: PALMER HOLDINGS INC MIAMI,FL 33133 1900 S BAYSHORE DR Mailing address: PALMER HOLDINGS INC MIAMI, FL 33133 MARTIN J PALMER PRES Physical business location: MIAMI 1900 S BAYSHORE DR MIAMI, FL 33133 Flags: Home Business Print account application (PDF) Receipts And Occupations Receipt 4037404 Paid 2013-09-23$45.00 Contracting 10/01/2013— NAICS code: Receipt#CREDITCARD-13-010167 13 3 Print GENERAL BUILDING 09/30/2014 2389 this bill CONTRACTOR Units: 1 Additional documentation required: CGC059420 State/County License or Certificate https://www.miamidade.county-taxes.com/public/business_tax/accounts/4822681 3/27/2014 SN�R;�'s Miami shores Village "' ""'i' Building Department artment Nom10050 N.E.2nd Avenue rn iDA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NOTICE OF REQUIREMENTS RESIDENTIAL SWIMMING POOL,SPA AND HOT TUB SAFETY ACT I (We) aolknowledge that a new swimming pool, spa or hot tub will be constructed or installed at 3�V Z <ST Miami Shores, FL, and hereby affirm that one of the following methods will be used to meet the requirements of Chapter 515, Florida Statues and the Florida Building Code R4101.17. Please initial the method(s)to be used: The pool will be equipped with an approved safety pool cover that comp lies with ASTM Tacent. bmit Manufacturer's Specifications). A continuous,one-piece(child)barrier meeting the requirements of Florida Building Code will protect the pool perimeter.The plans shall show the fence location and method of cluding one end that shall not be removable without the aid of tools. (Submit Manufacturer's Specifications). A combination of non-dwelling walls and fences(screen enclosure,child fence, masonry fence walls,chain link or wood fence,etc.)will protect t he pool perimeter.The plans must specify t he type and location of all non dwelling walls. Florida Building Code, R4101.17.1 Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all windows and doors will be equipped with exit alarms complying with Florida Building Code, R4101.17.1.9(Submit Manufacturer's Specifications). Any combination of protection which incorporates dwelling walls with openings directly into the pool perimeter and all doors will be equipped with a self-latching device with positive mechanical latching/locking installed a min.54"above the threshold. If this option is selected,submit plans showing all a o types and location of all perimeter protection.The plans must also show the location and type of all 0IT c N openings,and the hardware type for each location. (Submit Manufacturer's Specifications). dad - In accordance with the Code,the pool may not be filled with water without compliance with the Private Swimming Pool Safety Requirements,and upon expiration of the permit,the pool shall be presumed to be unsafe.I understand that not having one of the above installed will constitute a Lu violation of Chapter 515,F.S.,an d will be considered as committing a misdemeanor of the second degree,puni le as provided in Section 775.082 or Section 775.083 F.S.This for ust be signed by the edagen and the prime contrac r. ,—_�_ t ol = F ,- CONTR TOR'S SIGNATURE AND OWNER'S SIGNATURE AND DATE -T V •r; CONTRA 'S NAME LEASE P T) OWN LE MARTIN J.PALMER •�ytY PV ,� Notary Public-State of Florida May 23,2016 - NOTARY PUBLIC 'RG NOTARY PUBLI = Commission#EE 173842 ' , f 40 Bonded Through National Notary Assn. erJ7:'•: 4 .5"OR�s y ,.,, Miami Shores Village Building Department IRNA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 SWIMMING POOL OWNER'S CERTIFICATION Date 3 60 Miami Shores Village Building &Zoning Department Attention: Building Official I certify that I am the legal owner of the property described as °1'3557 /SIE 12.- ,4,J� , located at Mill g&t . In accordance with Section 33-12(f), Code of Metropolitan Dade County, I certify that I understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until separate permit has been obtained for an approved safety barrier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for obtaining a permit and erecting and approved barrier prior to final inspection and use of the pool. 'C4� Legal Owner -",.-" Note:This certification is to be submitted with a swimming po Iwalis�i+ MARTIN J.P 1. -/ T Notary Public-State of Florida 7•s •' c My Comm.E 23,20 t 6 Commis ion#EE 17 42 B A T oaa Nat onal N r Assn. ,SNOC. 11932, RES y` Miami Shores Village Building Department as 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RESTRICTIVE COVENANT PROTECTIVE POOL ENCLOSURE KNOW ALL MEN BY THESE PRESENTS: WHEREAS,the undersigned w C is re the fee simple owner(s)of the following described property situated and being in Miami Shores Village,Florida: Address: *52 2 /� l Z VEtS�I�l.( M Whereas,the undersigned ownerx_&&P� � ftSS desire to utilize said Lot(s)as a single building site,and the undersigned owner(s)do(es)hereby declare and agree as follows: I. That the property will not be used in violation of any ordinances of Miami Shores Village or Miami-Dade County now in effect or hereinafter enacted. II. That the purpose of the covenant is to induce Miami Shores Village to issue a permit for a pool where the required enclosure is not on the subject property where the pool is located. III. That if any of our adjoining neighbors remove any portion of their fence or wall,or if our/my property shall fail to meet code requirements for pool barriers,we,as owners will immediately install a protective enclosure to meet code requirements and will obtain a permit for such fence. IV. That,Itwe,as owner(s)hold Miami Shores Village harmless for any negligence or injury that results from not having the enclosure. V. If enclosure belongs to said property,I agree to maintain&or replace said enclosure in the event that is damaged or removed by any case. NOW,THEREOF,for good and valuable consideration,the undersigned do(es)hereby declare that he/she will not convey or cause to be conveyed the title to the above property without requiring the successor in title to abide by all terms and conditions set forth herein. FURTHER,the undersigned declare(s)that this covenant is intended and shall constitute a restrictive covenant concerning the use,enjoyment and title to the above property and shall constitute a covenant running with the land and shall be binding upon the undersigned,his/her successors and assigns and may only be released by Miami Shores Village,or its successors,in accordance of s ',Villllagge then in effect. �'Ie� w!d OWNER SIGN&PRINT OWNER SING&PRINT I re b Certify th'il thi d y personally appeared before me..AzetEI&, 7 and has produced ID # as identification and he/she acknowledge that he/she executed the foregoing,freely and voluntarily, for purposes ere in expressed. SWORN TO AND SUBSCRIBED before me on this LV day of 20 I Q P MEA (Revised 05/2209 NOT WJE Notary u is-State of Florida •: :•E My Comm.Expires May 23,2016 Commission # EE 173842 „„ Bonded Through National Notary Assn. GEOTECHNICAL TESTING LABORATORIES ENVIRONMENTAL t� itt� �. DRILLING SERVICES HYDROGEOLOGY INSPECTION SERVICES ASBESTOS il^� '' ROOFING DYNATECH ENGINEIFRING CORP. Miami, October 15, 2012 Mr. William Jurberg BILLY BLANCO DESIGNS, LLC. 5701 North Bayshore Drive Miami, FL 33137 Re: Proposed Residence and Pool O 9350 North East 12th Avenue Miami Shores, FL Dear Mr. Jurberg: Pursuant to your request, DYNATECH ENGINEERING CORP. (D.E.C.) completed a Subsoil' Investigation on October 15, 2012 at the above referenced project. The purpose of our investigation was to help determine the subsoil conditions relative to foundation design of the proposed structures. A total of (2) standard penetration boring tests were performed according to ASTM-D 1586 down to an average depth of20' below existing ground surface at the locations shown on the attached sketch only. The following graph was developed as a general condition for the subject site: (Refer to field boring lob.:. for exact locations and soil description): Depth From To Description 0'-0" 1'-0" Topsoil 1'-0" 3'-0" Yellow/brown sand Y-0" 6'-0" Tan very sandy limerock 6'-0" 20'-0" Tan sandy limerock Groundwater table elevation was measured immediately at the completion of each boring and was found a' an average depth of approximately 3' to 6'-6"below existing ground surface at the time of drills;;() Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varyine ground elevations construction dewatering and pumping activities in the area. Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed. Surface flooding may result under hurricane conditions and should be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are no; affected due to the contractors dewatering activities. Specialty groundwater contractors shall be consultees for all work below the groundwater level. 750 West 84 Street, Hialeah, FL 33014-3618 z Phone: (305) 828-7499 w Fax: (305) 828-9598 E-Mail: DynatJch a,Bellsouth.net Page No. 2 9350 North East 12"' Avenue, Miami Shores, FL. Please note the site slopes considerably to neighboring sites. Based on our understanding of the proposed structure and our field boring logs; the following are 00' recommendations for foundations design. A- Strip the entire building construction areas plus 5 feet outside perimeter of all topsoil, grass, pavements and tree stumps and construction debris down to clean granular material wherever encountered (see field boring logs). Any underground structures, utilities root systems ane drainages trenches, etc...must be removed in their entirely from beneath the proposed construction area. B- Compact all construction areas with a heavy self propelled roller to a minimum of 95% of ASTM D-1557 but not less than 10 passes in each direction. C- Backfill construction areas to required elevation using clean granular homogenous material plaa2:, in lifts not to exceed 12 inches in thickness and compact as indicated in items B. Excavate footing areas only to proper depth and recompact using hand held equipment as indicated above. D- Care should be taken not use vibration in case of existing structures in the vicinity of the construction area. If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the compacted layer should not exceed 6 inches in thickness. E- All construction fill material above the water table shall consist of be clean granular homogenous soil, free of organics or other deleterious material, and shall contain no more than 12 percent fines passing a U.S. standard No. 200 sieve and have a Unified Soil Classification System (USCS) designation of GP, GW, GP-GM, GW-GM, SP, or SW. No particle size greater than 3 inches shali be in the top 12 inches of the building pad. Fill material below the water table shall consist of washed free draining gravel to about 12 inchc- above the water table. (ie; FDOT No. 57 stone or equivalent) unless dewatering is employed. When dewatering is employed, fill material shall consist of clean, granular homogenous soil, free of organics or other deleterious material; and shall contain no more than 5 percent fines passing a I JS standard No. 200 sieve. F- Verify all compaction efforts by taking an adequate number of field density tests in each layer of' compacted material and in each footing pad. G- Representative samples of the on-site and proposed fill material shall be collected and tested to determine the classification and compaction characteristics. H- All Geotechnical work must be performed under the supervision of our geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. I- In the event of existing structures, existing footings or proposed drainage lines, provisions shall be made by the structural engineer and site contractor to protect all footings from undermining and exposure. The geotechnical engineer shall be notified of these conditions to evaluate the applicability of his recommendations. The above foundation recommendations being achieved and verified, it is our opinion that the proposes; structures be designed for a shallow foundation systern with a permissible soil bearing pressure not to exceed 2500 P.S.F. 2 Page No. 3 9350 North East 12`x' Avenue, Miami Shores, FL. Slabs placed upon compacted fill may be designed using a modulus of subgrade reaction value of 200 pc'. The following soil parameters shall be used for retaining wall designs: - Soil unit weight moist: 110 pcf. Buoyant: 60 Pcf. - Angle of internal friction : 30° - Earth pressure coefficient Ka: 0.33; Kp: 3.0 - Angle of wall friction: 30° for steel piles, 20°for concrete or brick walls; 151 uncoated steel. Excavations shall not extend within 1 foot of the angle o f repose, next to existing footings or structures. unless underpinned. Trenching shall be in compliance with the Florida Building Code, OSHA and Trench Safety Act. Shorings shall be designed and inspected by Florida licensed professional engineer. Provisions shall be made by the architect, engineer of record and contractor to address differential vibration i dynamic loading; settlements when tying in new to existing structures. Mixing of different foundation types shall not be used unless provided with expansion Joints to prevent differential settlements. Also note that as a common engineering practice for existing and new construction; outside ground surfaces must be sloped away from the structure as to avoid water accumulation and ponding. Rain gutters shall be installed and all rain water shall be discharged over splash guards a minimum of 5 feet away from buildinc- foundations. Verify all water, sewer, plumbing, sprinkler and drainage lines are properly functioning wit; no leaks in the vicinity of the foundations. An arborist must be consulted prior to any land clearing to verify compliance with local codes. Detailed settlement analysis was beyond the scope of this report. However, we have compared the field test data obtained in this exploration with our experience with structures similar to those proposed for this report. The estimated magnitude of these settlements is 0.5 to 1 inches. Due to the granular nature of the subsurface materials, the foundation settlements should occur as the loads are applied and should be virtually negligible by the end of the building shell completion. 3 Page No. 4 9350 North East 12`h Avenue, Miami Shores. FL. The boring log (s) attached present (s) a detailed description of the soils encountered at test location (s). The soil stratification shown on the boring log(s) is based on the examination of the recovered soil samples and interpretation of the driller's field log (s). It indicates only the approximate boundaries between soil types. The actual transitions between adjacent soil types may be gradual. Regardless of the thoroughness of a geotechnical exploration there is always the possibility that conditions may be different from those of the test locations-, therefore, DYNATECH ENGINEERING CORP. does not guarantee any subsoP conditions between the bore test holes. In accepting and using this report the client understands that all dat._ from the borings are strictly for foundation analysis only and are not to be used for excavation or bacl, filling estimates and pricing. Owner and site contractor must familiarize himself with site conditions prior to bidding. For Environmental due diligence; a Phase I and/or Phase II Environmental Site Assessments is recommended. 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. All work must be conducted under the supervision of our geotechnical engineer. The discovery of any site or subsurface conditions during construction which deviate from the information obtained from our subsoil investigation is always likely and should be reported to us for our evaluation. All work shall be conducted in compliance with the Florida Building Code FBC and OSHA workers protection rules and all applicable Federal, State, County and Cite rules and regulations. It has been a pleasure working with you and look forward to do so in the near future. Sincerely yours, VSs WAW,, Wissa Naamani, P.E. DYNATECH ENGINEERING CORP. Florida Reg. No. 39584 Special Inspector No. 757 _ Certificate of Authorization No.: CA 5491 `- ;;��f'P t�11'1ti�'°� • 4 TEST BORING REPORT DYNATECH 'ENGINEERING CORP. 750 WEST 84T1 STREET HIALEAH, FL 33014 (305) 828-7499 TEST BORING REPORT CLIENT BILLY BLANCO DESIGN, LLC. DATE: 10-12-12 PROJECT : Proposed Residence and Pool a., HOLE NO.: B-1 ADDRESS 9350 North East 12`h Avenue; Miami Shores,FL. DRILLER: AS /RN LOCATION See attached plan LATITUDE LONGITUDE SAMPLE HAMMER DFPTH c 25' 86.166' N 80° 17.486' W F NO. a BLOWS ON N" DESCRIPTION OF MATERIALS SAMPLER 1 2 Hand H 2 0'-0" to 0'-6" TOPSOIL AND ROOT'S 3 4 Hand H 4 0'-6" to V-0" BLACK FINE SAND W/ORGANIC STAIN 5 AND ROOT'S 6 3 2 5 6 3 5 7 1'-0"to 1'-6" BROWN MEDIUM SAND 8 8 3 2 5 9 3 4 10 1'-6" to 2'-6" 'FAN MEDIUM SAND 10 5 6 12 11 6 8 12 2'-6" to 3'4" TAN MEDIUM SAND W/ROCK 12 12 10 23 13 FRAGMENTS 13 15 14 IS 3°-0'' to 20'-0" TAN SANDY LIMEROCK 14 12 14 24 16 10 12 17 16 10 9 20 18 11 11 19 18 9 12 22 20 10 12 21 20 11 13 25 22 12 10 23 24 22 25 26 24 27 28 26 29 30 31 28 32 33 30 34 32 35 36 34 37 38 36 38 Water Level: 6'-6" Below Su rfaee As a mutual piotectim to chem,the pubhc and cunolves,all repons arc suhmmed as the confidential property of thea and nurhun W'I., pit bbcanon of staeenrenI CIVIC lu$Ions orus from or reyrdrna ouI reports isreatwed pondmu on our written approval H HANE!AUGER A HOLI OW STEM AUGER.R REFUS At. 5 DYNATECH ENGINEERING CORP. 750 WEST 84-"' STREET HIALEAH, FL 33014 (305)828-7499 TEST BORING REPORT CLIENT BILLY BLANCO DESIGN, LLC. DATE: 10-12-12 PROJECT Proposed Residence and Pool @ HOLE NO.: B-2 ADDRESS 9350 North East 12`h Avenue, Miami Shores, FL. DRILLER: AS / RN LOCATION See attached plan LATITUDE LONGITUDE SAMPLE DEPTH 25' 86.188N 80° 17.502' W NO. �,,', J4AMMF_R BLOWS ON "N DESCRIPTION OF MATERIALS SAMPLER 1 2 Hand H 2 3 4 Hand H 4 0'4" to l'-0" TOPSOIL AND ROOT'S 5 6 6 3 2 5 7 I'-0"to 3'-0" YELLOWISH /TAN MEDIUM SAND 3 4 S 8 4 4 9 3'-0" to 3'-6" TAN MEDIUM SAND W/ROCK 3 5 10 FRAGMENTS 40 11 8 16 11 8 9 12 3'-6"to 6'-0" TAN VERY SANDY LIMEROCK 12 10 12 23 13 11 10 14 C-0"to 20'-0" "TAN SANDY LIMEROCK 15 14 8 11 21 16 9 10 17 16 8 8 17 18 9 11 19 18 10 9 16 20 7 8 21 22 20 9 8 20 12 10 23 24 22 25 26 24 27 28 26 29 30 31 28 32 33 30 34 32 35 36 34 37 38 36 38 Water Level: 3' Below Surface Asa mutual protection to clams.the public and oursei.es,all reports are submitted as the confidential property of theins,and authwo mon for,arbbc:in o(dafmnem conclumno,nr w-cts Gam-rcgardrny our reports is reserved pending on our wnuen approval H HAND AUGER A HOLLOW STEM AGGER.R REFUSAL. 6 SITE PLANT # : Boring Test Location I N W z DYNATECH ENGINEERING CORP. Client: BILLY BLANCO DESIGNS, LLC. Scale:N.T.S. Project: 9350 North East 12 th Avenue, Miami Shores,Florida Date: October 15,2012 Folio No.: 113205-007-0150 GENERAL NOTES Soil borings on unmarked vacant property should be considered prelminary with further boring(s) to be drilled after building Pad(s) are staked out. Soil borings on existing structures that are to be demolished should be considered preliminary and additional borings Cl�orrnne after the strut ure(s) has been der iclis"led and proposed new building stalled would need to be p �+' I t L � As a mutual protection to clients, the public and ourselves,all reports are submitted as confidential property of clients, and authorization for publication of statements, conclusions, extracts fron-v or regarding our reports is reserved pending our written approval. KEY CLASSIFICATION & SYMBOLS Correlation of Penetration Resistance With Particle Size Relative Density and Consistency _ Boulders > 12 in. Cobble 3 in. to 1 in. Cone Penetration Standard Relative Gravel 4.76 mm to 3in. Tests3 Penetration DensitySand 0.07 mm to 4.67 mm. �/cm (BlOWSMI S ilt 0.005 mm. to 0.074 mm Clay <0.005 mm Sands 0-16 0-4 Very Loose 17-40 5-10 Lqose 41.80 11-20 Firm Modifters 81-120 21-30 Very Firm 5% - 10 % Slightly Silty or Clayey over 120 31-50 Dense 10% - 30% Silty or Clayey 0.2 Very Loose 30% - 50% Very Silty or Very Clayey Silts & 0-3 3-4 Soft 0% - 5% SlightiyTrace Clay 4-06% - 10% Trace 10-17 5-8 Firm 11% -20% Little 18-31 9-15 Stiff 21% -35% Some 32-60 16-30 Very Stiff > 35% And over 60 31-50 Hard Rock Hardness Description c� Rock core crumbles when handled 1l�dl>liii C- wIC`? 1'QrIC hand-s.�foce-aT? I-lsr� Mn c rCCk core Ca!� be brc;:en ��i;i1 firs=er= i-{nr pin e ze-z or roCa COC' Cc"i�lt �: brC�2n ttI iir:?e"� Very reC: c..r r lr_ ,vh�!' .tr�.tc \v-ita lia:-lrr.e-(� �<<-J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-221732 Permit Number: BPP-3-14-605 Scheduled Inspection Date: October 23, 2014 Permit Type: Pools/Whirlpools/Hot Tubs Inspector: Rodriguez,Jorge Inspection Type: Wall Steel Owner: WILLIAM J.JURBERG, R. ANDREW DE Work Classification: New once Job Address:9350 NE 12 Avenue Miami Shores, FL 33138- Phone Number (305)609-3851 Parcel Number 1132050070150 Project: <NONE> Contractor: PALMER HOLDINGS, INC Phone: 305-310-4673 Building Department Comments NEW SWIMMING POOL AND WATER WALL Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-209781. Need plumbing and electrical. Supply letter from Eng for size of rebar in corbel Failed � �� ,r P(LD4't�boc" Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 22, 2014 For Inspections please call: (305)762-4949 Page 14 of 28 ' ANTONIO CANELAS,P.E. LIC.No. 74099 7805 SW 24 ST SUITE 106 MIAMI FL,33155 305 261 0321 Village of Miami Shore Building and Zoning Department Miami, Florida. Date 10-20-14 Reference: Swimming Pool Steel Reinforcing Willian J.Jurgberg 9350 NE 12 AVE Miami Shore, FL. 33134 To Whom It May Concern: Corbel, Steel Reinforcing. Our typical detail about the continuous corbel in the sheet SWP-3 is showing an steel reinforcing detail with 9 1/2" width .This dimension can't not permit to use the required clear cover. It is acceptable for us to change this dimension by 6". If you should have any questions regarding this matter,please do not hesitate to contact us. Sincerely, c Ea * , o• * o �tDOR ss�4NAL 10-20-14 Antonio Canelas,P.E. Lic#: 74099 Attached: Proctor Compaction Test By Dinatech i