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RC-15-1257 (3) t r teri�'fite doctor 7351 NW Vh STREET UNIT V MIAMI,FLORIDA 33126 305-442-9988 305-442-0594 FAX FL State Lic.#JF161788 Certificate of Compliance for Termite Protection (As required by Florida Building Code(FBC) 1816.1.7) Treatment Date: 10/27/2015 Lot/Block# Address: 1470 NE 101 STREET NHANII SHORES,FL Requested by: SOUTHERN LAND CONSTRUCTION Compaction done by: Chemical used: Demon Max Percent Concentration: 1.0%Rate As Per Label Area treated(square feet) 250 SO FEET Linear feet treated: EPA Reg.No. 100-1218 GUARANTEE: One free year of guarantee for treatment only will be done if subterranean termites are verified N.B.If there is any modification to the structure or flooding of any kind,the guarantee is void. if pretreatment is done for additions only,only the treated areas will fall under this guarantee. This guarantee does not cover damages caused by water or termite damages to structure or contents. At the end of this initial free year the Customer may purchased annual renewals at the rate of$50.00 for one thousand square feet or less providing each is received within 30 days prior to the due date. Treatment is in accordance with rules and laws established by the Flo ' a bDepartment of A re and Consumer Services Applicat Customer's Signature: Date: 10/27/2015 C Y may.* c ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL 1 P�ITE TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES ENGINEERING 12949 West Okeechobee Road,Unit C-4,Hialeah Gardens,Florida 33018-Phone: 305-888-3373 Fax:305-888-7443 PROCTOR COMPACTION TEST ASTM D-1557 Date October 27�_,2015 Order Number 15-353 Client Southerland Construction Address 15830 SW 1051 Avenue,Miami,Florida 33157 Pro'ect "SFR" Address 1460 NE 101st Street, Miami Shores,Florida Sam le Location Stock ile at the job site Soil Descri tion Subgrade: Sand with Some Coral Rock Mix Sam led b Malick Re orted to TEST RESULTS Laborato Number: 15-354 Sample Number: 02 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 1016.Hammer and 18"drop A-ASHTO designation T-180-C. %Moisture Dry Density Dry,ppnshvs ,'A Mods#ure 9.9 100.3 5 6 7 8 9 14 15 16 17 12.9 103.1 AV 14.3 104.3 103.3 Optimum Moisture 14.3 100%Max,Dry Density 104.3 ---------- 98%Dry Density 102.2 95%Dry Density 99 N Gradation test passing 3/4"Sieve 98.50% Z W Sampled By Malick Tested By SS T T Checked By ISS Typed By we % MOISTURE Respec Hy- uljimitted by, U0 2201 Gil avarrete,P.E. #51371 ALL STATE ENGINEERING& TESTING CONSULTANTS, INC. Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested Locations reported on our Density Test All State Engineering&testing Consultants Inc is not to be held responsible Asa mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. ALL STATE ENGINEERING AND TESTING CONSULTANTS, INC. ALL STATE TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENVIROMENTAL SERVICES ENGINEERING 12949 West Okeechobee Road,Unit C-4,Hialeah Gardens,Florida 33018-Phone: 305-888-3373 Fax:305-888-7443 Field Density Test of Compacted Soils ASTM D-5195 FProAdcdress: ent: Southerland Construction Order# 15-353 dress: 15830 SW 105` Avenue,Miami,Florida 33157 Date: 10-27-15 'et. "SFR" Gau e# 23599 1460 NE 101 ` Street,Miami Shores,Florida Phone No: Attention: LabID 5-1951 Inside of Garage South Side Slab on Grade NE Area # Location 1 15-1952 Inside of Garage South Side Slab on Grade Center Area 15-1953 Inside of Garage South Side Slab on Grade SW Area Descri tion o Material Sand with Some Coral Rock Mix Back Fill Sub grade x Base rock Sam led B : TestedB-- Laboratory Identification Number 15-1951 15-1952 15-1953 Test Number 4 5 6 Depth in Inches 12" 12" 12" T -i Field Density LB/Cu Ft. (Dry Density) 102.9 103.2 102.7 Moisture Contents 10.2 10.8 10.5 Maximum Density In the Field(%) 98.7 99.0 98.5 Compaction Requirement by Specs %of 98% 98%o 98% Maximum Density 100%Maximum Density (Lab) 104.3 104.3 04.3ProctorT-180AASHTOMethodC 15-354 �1[ 5-354 Optimum Moisture(%) q14.3ReportedBy Checked By Typed By Respect miffed by, cD�JF. ° NO 0 2 His Gilberto Gavarrete,P.E. #51371 ALL STATE ENGINEERING & TESTING CONSULTANTS,INC. should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test All State Engineering&testing Consultants Inc is not to be held responsible Asa mutual protection to client,the public and ourselves,ail reports are submitted as the confidential property of clients,and authonzahon for pubhcat�on of statements,conclusions or extracts from our reports is reserved. STRIJCTURES INTERNATIONAL, INC. R66 Consulting Structural Engineers February 11,2016 es7 Reference: 1460 NE 101 Street Miami Shores,FL 33138 Dear Building Official: This office has confirmed that the work in the detail enclosed, dated 1015/15, has been completed. The work is approved by this office. Please call this office should you have any questions. ,`111111111j1 b '- F� 1 Su ••oyn31 c. = Z 96 er ,Ph.DQ-Y.--E. gi Princl 1 •�4 FL ► "NAL %`% 15-070 ��''•11�'''� 7501 Wiles Road,Suite 106-B,Coral Springs,FL 33067 CA#9446 Phone:(954)227-1512 Fax:(954)227-6633 r i ,STRUCTURES INTERNATIONAL, INC. Iff�q Consulting �� Structural Engineers STRUCTURES INTERNATIONAL, INC. PROJECT No. /3-0W CONSULTMG STRUCTURAL EMN3&M PAGE No. I of I PROJECT: I1140 NE !pi STPARST CALL.BY:4PL CALL.DATE: SC 131 WC SUBJECT: _avw L6Gd_ CHK.BY: CHK.DATE: /t7— - ms1 i r _. -------------.__.. .....___ i G i 7501 Wiles Road,Suite 106-13,Coral Springs,FL 33067 CA#9446 Phone:(954)227-1512 Fax:(954)227-6633 STRUCTURES INTERNATIONAL, INC. Consulting Structural Engineers frN u e� r 7501 Wiles Road,Suite 106-13,Coral Springs,FL 33067 CA#9446 Phone:(954)227-1512 Fax:(954)227-6633 STRUCTURES INTERNATIONAL, INC. Consulting Structural Engineers a i► 3��f I it 7501 Wiles Road,Suite 106-13,Coral Springs,FL 33067 CA#9446 Phone:(954)227-1512 Fax:(954)227-6633 Knauf Jet Stream® 73.3 Blowing Insulation kNAU[INSULATIRN -7 A?-C--,e Equipment Required To achieve labeled R value,this product must be applied with a pneumatic blowing machine and a corrugated hose Batts and Blankets with a minimum.251 internal corrugation,a rdhimurn length of 150 ft.and a diameter of at least 3".Cogs in the hose When installed in acmithince with the manufacturer's should not be less than 38-in diameter.Acceptable material feed rate is 5-35 lbsJmInute.Recommended feed rate recommendations,Knauf baths and blankets will is 15-25 Wminute. provide the full R-value. Thermal Performance(Attic Application) The stated them I resistance(R-value)is provided by installing in accordance with the manufacturer's instructions, the required number of bags per 1,000 sq.&of net area,at not less than the labeled minimum thickness.Failure to To obtain an Installed Insulation install both the required number of bags and at least the rniffirrium thickness will result in lower insulation R-value. insulation resistance should not be (R-Value)ot. less than: R-38HD 10.25' R-38 12,00" R-30HD 8.25' The of bailer The wa*m of To Obtain 1,MsFoludam C=Wrft of 11ft bag kwMm R-30 10.00" 11-106-reserI dOW not be 511001 rMl CW#W should rimbe shmititiMbe f SIMW rM to R-26 9.00" (R-Value)of: tm ftm* more"W.- less OW: less titan: las em , R-22 6,50" R-60 29.7 33.6 SF .952 lbs, 19,750' 19.750" R-21HD 5.50° R49 23.5 42.5 SF .753 lbs. 16.375" 16,375' R-19 6.25- R-44 .670 lbs, 209 47.8 SF 14,875' 14.879" R-15HD 3.50" R-38 1-7.8 56.2 SF .569 lbs. 13.000" 13.000' R-13 3.50" ---- R-11 3.50" - R-30 13.6 73.3 SF .437 lbs. 10.375" 10.375" R-26 11.8 8U SF .377 lbs. 9,125' 9.125" R-8 2.50' ---- R-18 m a 5Y cawly Confomm to ASTIJ C E-55 acl Fe-:tev R-22 9.8 102.2 SF .313 lbs. 7.750. 7.750' Specftation HH-4-5211F. R-1-9 I 8.4 1 119.3 SF .268 lbs. 1 6.750 6.750" Framing Adjustment R-13 5.7 175.3 SF .183 lbs. 4.750' 4.750' -- - To compensate for framing members,the number of R-11 4,7 210.8 SF .152 lbs. 4.000' 4.000' bags per 1,000 sq.ft.of area to be insulated should be Bag WW&9N--Nw,"a�32 lbs.,Unurun 31 IDs. as shown below. Coverage ard mstaF,aton data were den mw*d Lsng a W-Matic*If b4�irqnnac"ezn trrd par wl,Ih 13'gabe apenirg.210 0 air pmsuv&�d ,-, This pmduct=ftm W we perbmwm reT.Awn of AS17A C 764.Type 1.and icermd Federg Specification K-1-1-10308.Type 1.Ctass B Bags/MSF Bags/MSF R-vatues are deWaOW in acowdanu wilt 687 and C 518. Joist 16"O.C. 24"O.C. --W reals resLqW=to ileal,ft=The h9W ft R-vWw the T-eater ft L=6"P=W,To get the marked R-r,W.it is eswbW that M* R-Value,Dimensions Framing Framing imu%Von be inzWW pW%Iy.'f yet do C yourself.get 1pstrwWns wW Ww ftm camWy.bubo==do not Ix m mb 11m package.- - liased on Th.M"2-year m0rV sandy.r*Veftmd wWneqt air 201m p--nW wmM be I percem or lem.I'm amort semng is 2-x A -12 31.3 ft�msqffcar�-nreetre. 2x431.29M seMO�m are effecwey the same- R-60 2x6 30.8 31.1 VoWAM11 is a nVi5L-red rddem. rk cO Ulnisu!. W 30.5 30.8 2x4 24.8 24.9 Builder's Insulation Statement R-49 2x6 24.4 24.7 Batts and/or blankets have been installed in conformance with the above recommendations to provide a thermal W 24.5 --24-.5 resistance Of... 2x4 21.5 21-.7 R-Value Thickness R-44 2x6 21.2 21.5 W 20.9 21.2 Attic Area R- at _/=Inches 2x4 18.4 18.6 Sloped Ceilings R- at Inches R-38 2x6 18.1 i8.4 Walls R- at Inches 2x8 17.8 18.2 2A 13.8 18.2 (over an unheated crawl space) R- at Inches R-30 2x6 13.5 13.8 Crawl Space Perimeter R- at Inches W 13.3 13.6 2x4 11.9 12.0 Date installed R-26 24 11.6 11.8 Blown insulation has been i:J211ed In co ormance with the above recommendations to pr ride an W 11.3 11.6 R-value of:R- 30 using ba of this insulation to cover 2A 9.9 10.1 square feet 4 e of I Q inches. R-22 2x6 9.7 9.9 W 9.4 9.7 2x4 8.5 8.6 InsulaCon"WI(signature) R-19 2x6 8.2 8.4 W 7.9 8.2 CompanyDate 2x4 -5.6 [---5..-8-- R-1 3 2x6 5.4 5.6 "oM-ew W 5.1 5.4 20 4.6 4.7 CompanyDate R-11 2x6 4.3 4.5 W 4.1 4.3 The coverage information on this attic card applies to the entire United States(including Minnesota). wwwAnaullinsulation.us Knauf Insulation GmbH One Knauf Drive,Shekde.IN 46176 Tel:(800)8254434 ext.8300 FAX:(317)39&3675 @ 2007 Knauf Insulation GmbH. � � COI M Gmaol RC15-1257:Wood Cladding and Pool Deck michael jeer<mikellopis@gmail.com> 7 de junio de 2016,17:1e Para: on a lv i(0l @g i mires village.com Cc:ogoncalves0l�mail.com Hi Ismael, r" Pursuant to our meeting this morning. See snap shots from the permit approved plans for the project at 1460 NE 101 St. 1. The plans indicate"new finish to be selected by owner on existing vertical element'we are planning on installing same wood cladding as 1421 and 1391. Do we need to submit a revision for that if its already on plan? NEW FINISH TO BE SELECTED BY OWNER ON EXISTING VERTICAL ELEMENT.-----\ 7-7 ---- --------- -- --r B B B B Bt 2. The plans indicate"existing concrete deck with new finish selected by owner" the intent was always to install combination of wood and stone finish which is exactly what we did but the pattern is different than indicated on plan. Is a revision going to be required for this? U ` EXIST.POOL 1V-10" sr-10" V_EXISTING CONC. DECKWITH NEW FINISH TO BE SELECTED BY OWNER. Cordially, Michael Jaar Coll 786-252-6374 -- ,JVF, Y ;EP 0 9 2015 Subsoil Investigation Report prepared by: i e era & TESTING INC. www.ted-eng.( I r 1 N Client: Oscar Goncalves Contact: J. Ruben Jimenez i Address: 1460 NE 101 st Street i. Miami Shores, FL 33138 l 1 ;i Project: Proposed Renovation & Foundation Address: 1460 NE 101 st Street . t ► Miami Shores, FL 33138 Date: Tuesday, August 11, 2015 t I i eotechnical Materials Testing Inspections ( Environmental Phone 954-784-2941 J. 800-848-1919 ederal & TESTING INC. Fax 954-784-7$75 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com Table of Contents ClientInformation ------------------------------------------------------------------------ pg. 1 Project Information ---------------------------------------------------------------------- pg. 1 General Soil Descriptions -------------------------------------------------------------- pg. 1 Foundation Recommendations ------------------------------------------------------- pg 2 SoilParameters ----------------------------------------------------------------------- pg. 3 Excavations ------------------------------------------------------------------------------- pg. 3 Settlement --------------------------------------------------------------------------------- pg. 4 Grading ----------------------------------------------------------------------------------- pg. 4 Appendices -------------------------------------------------------------------------------- pg. 5 Soil Boring Log(s) Project Location Soil Boring Location(s) Soil Classifications Sampling Procedures Limitations of Liability For Your Information Our findings in this report are based on soil conditions encountered in the test bore locations only, proposed structure to be built, (if available at this stage),Florida Building Code requirements and standard engineering practices. If your report is preliminary (i.e. vacant land or building to be demolished) additional borings are required within the foot print of the proposed structure once the location&layout of the proposed structure is known. Please read this report in its entirety and follow all recommendations. Failure to do so may result in the permitting agency (Building Department, etc.) withholding the Certificate of Occupancy. This will cause delays and additional costs. The Permitting Agency will require a final certification or signing off of the project prior to issuing the Certificate of Occupancy. All of our recommendations need to be followed to receive a final certification from F.E.T., including densities on each lift,demucking verification,piling inspection,etc.,whichever recommendation applies to your project. Please schedule us at least 24 hours in advance for all tests and inspections. If you choose to use another Engineering Firm, you must verify they yvill grovioe you with tip proper certification in writing, as outlined in our report. Our firm will only provide a certification lgtttti f iE has;ve:i$ed all work as recommended in our report. . 11: • • • • ••• . •• ••• •• • • • •• . ••• •• . •• . . . :11. • . •. • • .. . . . . . . . . . . •• . • . • . • . • • • • • 0 MIAMFDADB Construction Material •:• :• •: •44mefiea n poncreke Miami Dade Florida Department Engineering Council Institute County of Transportation Phone 954-784-2941 ederaG800-848-1919 :UJRW&TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-en .00171 Tuesday,August 11,2015 Job Order Number 15-SB-269 Oscar Goncalves 1460 NE 101st Street Miami Shores,FL 33138 Attn.: J.Ruben Jimenez RE: Subsoil Investigation Proposed Renovation&Foundation 1460 NE 101 st Street Miami Shores,FL 33138 Dear Sirs: Pursuant to your request,Federal Engineering&Testing,Inc.has completed a subsoil investigation on 08/05/2015 at the above referenced site. The purpose of our investigation was to verify subsoil conditions relative to foundation preparation and design. A total of one (1) SPT boring was performed according to ASTM D-1586 drilled down to a depth of twenty-five feet (25) below the existing ground surface. (See attached field sketch for locations). The following is a general description of soil stratas for the subject site: From Depth To Description of Soils 0" 4" Concrete 4" 6'6" Pale Brown Sand with Rock 616" 8' Marl 8' 10' Sand with Organics 10' 14' Gray Sand with Rock& Silt 14' 25' Limerock Groundwater table elevation was measured immediately at the completion of the boring and was found at a depth of 4'6" below existing ground surface. Fluctuation in water level should be anticipated due to seasonal variations and run off as well as varying ground elevatiep,4,rvps4Ncttoi= imatering and pumping activities in the area. Site contractor must familiarize himself with sate conlitift 3n:t%lv&t groundwater controls and dewatering is needed. Surface flooding may result under hurricane contift AR**annd'sheu;d be taken into consideration in the design of the project. The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors dewatering activities. Specialty groundwater cAUrAors sUAN W gonsultd-d,tbr all work below the groundwater level. . . .. . . .. . . ••• • • • • • • • • • • • • • • • • •• •• 0.11 • • •• •• Tuesday,August 11,2015 1460 NE 101 st Street Miami Shores,FL 33138 Page 2 The boring log(s) attached present a detailed description of the soils encountered at the location. 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. From a geotechnical engineering perspective, the site is suitable for the construction of the proposed structure,provided that the surface sand layers are compacted in place and proof rolled. Localized areas of loose materials, if present, will become evident during site clearing,grubbing and proof rolling,and must be removed prior to filling operations. Based on our understanding of the proposed structure and the information obtained from our field boring log(s); we recommend the following procedures for foundation design: 1) Strip the entire footings and building construction areas of topsoil and ground vegetation (when encountered) down to clean granular material. Any underground structures, utility lines, root systems and drainage trenches, etc.must be removed in their entirety from beneath the proposed construction areas. 2) Saturate and compact all construction areas with a heavy self propelled vibratory compactor to a minimum of 95%of the ASTM D-1557 modified proctor method. 3) Care should be taken when using 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. 4) Backfill construction areas to proper elevation if needed using a clean granular material placed in lifts not to exceed twelve(12)inches in thickness and compacted as per item 2. 5) Representative samples of the on-site and proposed fill material should be collected and tested to determine the classification and compaction characteristics. 6) All construction fill material above the water table shall be clean granular soil, free of organics or other deleterious material, and shall contain no more than twelve (12) percent fines passing a U.S. Standard No. 200 sieve(0.075mm) and have a Unified Soil Classification(USCS) designation of GP, GW, GP-GM, GW-GM, SP or SW. No particle size greater than three(3)inches shall be used in the top 12 inches of the building pad. 7) Fill Material below the water table shall be washed free draining gravel such as FDOT No. 57 stone or equivalent to aboxb 1.2r�ritgs jbQv; tie.vmter table unless dewatering is used. When dewatering is used, fill material shall be clears krar'M1at soit,.free.of organics or other deleterious material, and shall contain no more than twelve(12)p4rcenkl s passing;15.4Standard No.200 sieve(0.075mm). . ... .. . .. . . . . . .. . . .. . . . . . . . . . . . . .. . . . . Go* 969 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Tuesday,August 11,2015 1460 NE 101st Street Miami Shores.FL 33138 Page 3 8) Verify all densification procedures by taking an adequate number of field density tests in each layer of compacted material. Density tests shall be performed on the slab areas, footing areas, interior bearing wall footings and column pad footings. This must be scheduled immediately after Tamp and Spray and/or Compaction,but before Reinforcing Steel Placement. If reinforcing steel is already in-place, it must be removed from all areas to be tested prior to performing densities. 9) After the installation of any plumbing and electrical piping; we recommend that the disturbed area be recompacted and additional densities tests be performed to verify proper compaction of the disturbed areas. 10) All of the above Geotechnical work shall be performed under the supervision of Federal Engineering & Testing's geotechnical engineer or his representative to verify compliance with our specifications and the Florida Building Code. Please call us at 954-784-2941 for scheduling. 11) 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 proposed structure be designed for a shallow foundation system with a permissible soil bearing capacity not to exceed 350 P.S.F. Building pad certification requires satisfactory completion and verification of all the above foundation recommendations. Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when tying in new to existing structures due to the presence of the layers of Marl and Sand with Organics found below the proposed renovations. Mixing of different foundation types shall not be used unless provided with expansion joints to address differential settlement. Slabs placed upon compacted fill may be designed using a modulus of subgrade reaction value of 200 pci. The following soil parameters shall be used for retaining wall designs: • Soil unit weight moist-------------------------------------------------------------------------- 110 pcf • Soil unit weight buoyant------------------------------------------------------------------------ 60 pcf • Angle of internal friction----------------------------------------------------------------------- 300 • Active Earth pressure coefficient (Ka)—--------------------------------------------------• 0.33 • Passive Earth pressure coefficient (Kp)---------------------------------------------------• 3.0 • Angle of wall friction for steel piles--------------------------------------------------------- 300 •Angle of wall fnc &for•conoce;e f Finck walls------------------------------------------- 200 0000 . . . • Angle of wail.fritiob i)r:utccdaNd steel--------------------------------------------------• 15° .. 000 .. . . . .. Excavations shall not extend within one (1) foot of the angle of repose next to existing footings or structures unless underpinned. Trenchiog•sh$11 be;jn Aplia:we :vijh the Florida Building Code, OSHA and Trench Safety Act requirements. Shoring 0* iall0 c�e9igne;�and inspec;�a by a Florida licensed professional engineer. . . . . . .0 0.0. . . . . . .. .. . . . :0 . .. 0000 . . ... . . Tuesday,August 11,2015 1460 NE 101st Street Miami Shores,FL 33138 Page 4 All outside ground surfaces must be sloped away from the structure to avoid water accumulation and ponding. All rain waters shall be discharged away from all building foundations. Verify all water,sewer,plumbing, sprinkler and drainage lines are properly functioning with no leaks in the vicinity of the foundation. 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, Federal Engineering & Testing, Inc. does not guarantee any subsoil condition between the bore test holes. A site plan showing the location of the proposed structure was not provided at the time the soil borings were performed. For a more accurate portrayal of subsurface conditions,the site contractor should perform test pits. If different conditions are encountered,Federal Engineering&Testing Inc., shall be notified to review the findings and make any recommendations as needed. In accepting this report the client understands that all data from the soil borings is intended for foundation analysis only and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves with the job site conditions. Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is required, we can provide a proposal for performing an environmental analysis of the soil materials. For Environmental due diligence,a Phase I and/or Phase II Environmental Site Assessment 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. Federal Engineering & Testing, Inc. appreciates the opportunity to be of service to you at this phase of your project. Please feel free to contact us if we may be of further service to you. Sincerely, Keith LeBlanc,P.E. 8/0 rAr Federal Engineering&Testing,Inc. Florida Reg.No. 59394 Certificate of Authorization#5471 .. ... . . . . . .. . .. . . . . ... . • . • • . . . • .. ... .. . . . .. . 0:0 •• . •• . :11. . . .. . . .. . . . . . . . . . . •• . • . • . • . • *:0 . . . . 0:0 . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Tuesday,August 11,2015 1460 NE 101st Street Miami Shores,FL 33138 Page 5 Appendices I Y• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • •• • • •• • • •• • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • edera Phone 954-784-2941 800-848-1919 & TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.com SPT Test Boring Report Client: Oscar Goncalves Date of Test: August 5,2015 Project: Proposed Renovation&Foundation Hole No.: B-1 Address: 1460 NE 101st Street Location: See Attached Drawing Miami Shores,FL 33138 Depth(FT) Soil Descriptions [Hammer Blows "N" 1 0"-4" Concrete A g 20 2 12 14 3 4"-6'6" Pale Brown Sand with Rock 13 11 19 4 8 7 5 5 4 6 6 6'6"-8' Marl 2 1 7 2 1 3 9 8'- 10' Sand with Organics 1 2 10 1 1 1 3 11 10'- 14' Gray Sand with Rock&Silt A A A 12 A A 13 A A A 14 A A 15 13 13 27 16 14 15 17 A A A 18 A A 19 14'-25' Limerock A A A 20 A A 21 19 17 35 22 18 20 23 A A A 24 A A 25 A A 26 27 28 •• ••• . . • . • •• 29 30 •• • • • • • • • • • • • • •• • • • • • • • • Water Level: • 416" • Below Land Surface Keith LeBlanc,P.E. ••. • • • • ••r • • Federal Engineering&Testing,Inc. 4;4191?; • : Florida Reg.No.59394 ••• • • • ••• • • Certificate of Authorization#5471 �loll�alo NE-Q�u ays1d%T-errece-- A 40 Toower5,de�e pace_ `1y lVEa1051NSt . f,N '- or 'post r aM ff tibololifropip -sip ritR NEA rd•St _ r `� r� •'t Viz+ +lr, �� '7 �1 ^l E=102nd-St ' „ 6 , . site Location f4 -- NE 101•s' s•.�. f Z �.. mW y w it th-St i1't � a elt Ago-!4 ak V�RM 4►�Nt" +'► 40V C 2015 Google 1 1 1 Federal ♦ T&Ud Pompano Beach, 1 1 • . 784-2941 Client: Oscar Goncalves Project: Proposed Renovation i Foundation Subsoil InvestigaSIft • ect Address: 460 NE 10 / is notAzle Miami Shores, 33138 N O - e � s t � oO � U�t:7lS� 1 � J 141 •• ••• • • • • • •• ..' •• •• Soil $orhi Location Map Federal En ineeiin & T&U ?nc•2fO;S�713th AVE Pompano Beach, FL 33069(954) 784-2941 Client: Oscar Goncalves Project: Proposed Renovation&Foundation Test: Subsoil Investigation ':• Project Address: 1460 NE 101st Street (site map is not to scale)• •; ;•••; Miami Shores,FL 33138 Soil Classifications Correlation of Penetration Resistance with Relative Density and Consistency Sands Dynamic Cone Penetrometer Standard Penetration Relative Density Penetrometer Resistance Hammer Blows 0- 10 0-4 Very Loose 11 -25 5 - 10 Loose 26 -45 11 -20 Firm 45 -75 21 -30 Very Firm 76-120 31 -50 Dense > 120 >50— Very Dense Silts&Clay Dynamic Cone Penetrometer Standard Penetration Relative Density Penetrometer Resistance Hammer Blows 0 -6 0-2 Very Soft 7- 15 3 -5 Soft 16-30 6- 10 Firm 31 -45 11 - 15 Stiff 46-90 16-30 Very Stiff 91 - 150 31-50 Hard Rock Hardness Description Soft Rock core crumbles when handled Medium Can break core with your hands Moderately Hard Thin edges of rock core can be broken with fingers Hard Thin edges of rock core cannot be broken with fingers Very Hard Rock core rings when struck with a hammer Sand Quantity Modifiers Particle Size Very Slight Trace 0 -2 % Boulder > 12 in Slight Trace 2-5 % Cobble 3 - 12 in Trace 5 - 10 % Gravel 4.76 mm-3 in Little Trace 10- 15 % Sand 0.074 mm-4.76 mm Some .. ...15 -13 0/ Silt 0.005 mm-0.074 mm With .; ? 3/0: :•• Clay <0.005 mm Silt-Clay Quan 'ty M yrs .'. Slightly Silty/Claydy . . Q b o • • ' Silty/Clayey 5 -030010 ' Very Silty/Clayey 30-50% ... . . . . ... . • Drilling & Sampling Procedures The soil borings were installed in accordance with Standard Penetration Tests procedures as set forth in ASTM D-1586. Representative samples were collected utilizing spilt-barrel techniques in accordance with the procedures set forth in "Penetration Tests and Spilt-Barrel Sampling of Soil in ASTM D-1586. The following field tests, measurements and laboratory analysis were performed/collected during the installation of each soil boring. Penetration Tests During the sampling procedures, Standard Penetration Tests were performed at five (5) foot intervals to obtain the standard penetration value (l) of the subsurface soil. The standard penetration value(N) is identified as the number of blows of a 140-pound hammer falling thirty(30)inches,required to advance the spilt-barrel sampler one(1) foot into the subsurface soil. The sampler was lower into the bottom of the previously cleaned drill hole and advanced by blows from the hammer. The number of blows was recorded for each of the three (3) successive increments of six (6) inches penetration. The"N"value is obtained by adding the second and third incremental numbers. Water Level Measurements Water Level depths were obtained during the test boring operations. In relatively pervious soils, such as sandy soils,the indicated depths are usually reliable groundwater levels. Seasonal variations,tidal conditions,temperature, land-use and recent rainfall conditions may influence the depths to groundwater levels. Soil Properties/Classification All samples collected were classified in accordance with the Unified Soil Classification System criteria to determined soil material properties and compared with published literature of the USDA Soil Conservation Survey of Broward County. Ground Surface Elevations Ground surface elevations have not been provided for the proposed boring locations. Therefore, all references to depth of the various strata and materials encountered were from existing grade at the time of the drilling operations. .. ... . . . . . .. •• . . . . • • . • • .. ... .. . . . .. . •.• •• . •• . .. • • . • O . • ; t t t •• . • • . 0 :0:. . . . . . . . . • • • . . •• .: 0:, .• •. . ... 0 i Limitations of Liability Warranty Analysis and Recommendations cont. We warrant that the services performed by Federal Engineering and Testing, In accepting this report the client understands that all data from the soil boring Inc.(F.E.T.) are conducted in a manner consistent with the level of skill and is intended for foundation analysis only and is not to be used for excavating, care ordinarily exercised by members of the profession currently practicing backfilling or pricing estimates.In accepting this report the client understands under similar conditions. No other warranties, expressed or implied, are that all data from the soil boring is intended for foundation analysis only and made. While the services of F.E.T. are an integral and valuable part of the is not to be used for excavating, backfilling or pricing estimates. The site design and construction process,we do not warrant,guarantee,or insure the contractor must familiarize themselves with the job site conditions. Soil quality or completeness of services or satisfactory performance provided by boring(s) on unmarked vacant property or existing structure(s) to be other members of the construction process and/or the construction plans and demolished is considered preliminary with further boring(s)to be performed specifications which we have not prepared,nor the ultimate performance of after proposed building pad is staked out.Report recommendations are based building site materials. As mutual protection to clients, the public and primarily on data from test borings made at the locations shown on the test ourselves,all reports are submitted as the confidential property of clients,and boring reports. Soil variations may exist between borings and may not authorization for publication of statements, conclusions or extracts from or become evident until construction. If variations are then noted, F.E.T. must regarding our reports is reserved pending our written approval. Reports are be contacted so that field conditions can be examined and recommendations not intended for 3rd party use. revised if necessary. The Geotechnical report states our understanding as to the location, dimensions, and structural features proposed of the site. Any Subsurface Exploration significant changes in the nature,design,or location of the site improvements Subsurface exploration is normally accomplished by test borings. The soil must be communicated to F.E.T. so that the Geotechnical analysis, boring log includes sampling information, description of the materials conclusions,and recommendations can be appropriately adjusted. recovered,approximate depths of boundaries between soil and rock strata and groundwater data. The log represents conditions specifically at the location and time the boring was made. The boundaries between different soil strata Construction Observations are indicated at specific depths;however,these depths are in fact approximate Construction observation and testing is an important element of Geotechnical and dependent upon the frequency of sampling. The transitions between soil services. The Geotechnical Engineer's Field Representative(Field Rep.)is the stratum are often gradual. Water level readings are made at the time the "owner's representative" observing the work of the contractor, performing boring was performed and can change with time,precipitation,canal levels, tests,and reporting data from such tests and observations. The Geotechnical local well drawdown,and other factors. Regardless of the thoroughness of a Engineer's Field Representative does not direct the contractor's construction Geotechnical exploration there is always a possibility that conditions may be means,methods, operations,or personnel. The Field Rep.does not interfere different from those of the test locations;therefore F.E.T.does not guarantee with the relationship between the owner and the contractor,and except as an any subsoil condition surrounding the bore test holes. For a more accurate observer,does not become a substitute owner on site. The Field Rep.is only portrayal of subsurface conditions, the site contractor should perform tests collecting data for our Engineer to review. The Field Rep. is responsible for pits. If different conditions are encountered,F.E.T.shall be notified to review his/her safety only,but has no responsibility for the safety of other personnel the findings and make any recommendations as needed. and/or the general public at the site. If the Field Rep.does not feel that the site is offering a safe environment for him/her,the Field Rep.will stop his/her observation/testing until he/she deems the site is safe. The Field Rep.is an important member of a team whose responsibility is to observe the test and Laboratory and Field Tests work being done and report to the client whether that work is being carried Tests are performed in accordance with specific ASTM Standards unless out in general conformance with the plans and specifications. otherwise indicated. All criteria included in a given ASTM Standard are not always required and performed. Each test report indicates the measurements and determinations actually made. Limitations of Report Ownership of Tests/Reports Federal Engineering&Testing,Inc.shall have no liability,in contract,tort or All test results and/or reports prepared by FF•T.•pussuant to tMj a$re¢nqft• otherwise, for any inaccuracy, defect, or omission in interpreting this report and/or Addendum(s) thereto, shall remain the propeq-of A.Eff.�iJI 24 and shall not in any event have any liability for lost profits or any other monies due and owing to F.E.T. under this Xgreement and/ot A6d*dQm(,s1• indirect,special,incidental,consequential,exemplary or punitive damages.In thereto,are paid in full. " '~ the event of future conflict between owners and contractors the following applies: F.E.T.(s) legal and/or company representation and preparation for Analysis and Reco�nrpe4htio4? •'• •" •'• representation fees will be billed on an hourly rate, i.e. deposition, expert The Geotechnical report is prepared prim$rj'ly to lid ir4tl4Tl*siJ*r of site ivotk : witness, etc. F.E.T. has no obligation to amend its conclusions or and structural foundations. Although the"f4rm4an in tai®r*4r4 is expected 0.0 recommendations after the date of this report. Any alterations or changes in to be sufficient for these purposes,it is not intended to determine the cost of the location of the project should be brought to our attention at the earliest construction or to stand alone as construction specifications. convenience for review and applicability of this report. • •• •• • • • •• •• Phone 954-784-2941 800-848-1919 & TESTING INC. Fax 954-784-7875 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.Com Partial List of Services Geotechnical Engineering Services Soil/Aggregate Tests Field Inspection Services Asphalt Services Soil Borings Fill&Quality Control Inspections Backscatter Density Tests Density Compaction Tests Demucking Inspections Extractions&Gradations Grain Size Analysis Building Inspections Marshall Limits Moisture Contents Pile Driving Inspections Bulk Specific Gravity Soil Classifications Pile Load Tests Cores for Thickness Determination Limerock Bearing Ratios Steel Inspection Asphalt Pavement Monitoring Florida Bearing Values Threshold Inspection Asphalt Assessment Specific Gravity Bolt Inspection Carbonate Analysis Weld Inspection Concrete Tests Hydraulic Conductivity Vibration Monitoring Concrete Strength Testing Organic Contents Slump Tests L.A.Abrasion Geotechnical Engineering Windsor Probe Testing FDOT Inspections Foundation Engineering Schmidt Hammer Testing QC Management Foundation Design & Recommendation Core Testing Subsoil Investigation Air Content Earthwork Inspections Pile Load Calculations Concrete Unit Weight QC Concrete Inspections QC Asphalt Inspections Piling Installation Monitoring Flexual Strength Testing Environmental Engineering Services Phase I Site Assessments Phase 11 Site Assessments Lead Base Paint Surveys Site Inspections Phase I Follow up on Contaminated Sites Report and Analysis Research of Property Records Installation of Monitoring Wells Air Monitoring Soil Borings Soil and Ground Water Analysis Roof Testing & Inspection Services TAS 105 Field Fastener Withdrawal Test TAS 106 Tile Uplift Test TAS 124 Bell Chamber/Bonded Pull Test TAS 126 Moisture Survey Windload Calculation Drainage Calculations Lightweight Concrete placement Inspection Roof Assessment/Evaluation Cap Sheet Inspection Fastener Spacing Inspection 1 Tile/Shingle/Standing Seam Inspection Base Sheet Installation Inspectiop•• 00: ' ' 0*0 ' ' 0 Insurance Mitigation • �; .•; ; ; :.: '• AL Retrofit Mitigation/Certification 000 • ' ' ' ' ' 0 Roof Drainage Calculations . ... .. . .. . •.• . • • • MIAMFQADE Construction Material : i. .pngcr�t>� '� Miami Dade Florida Department Engineering Council •" ' institute County of Transportation 12C ( 2S- 2015 AUG 18 2015t h i C1 R residential+retail architecture...* 0.09•0 ...... .. . ...... Miami Shores Village •••••• • Building Department ••••.. .... . ..... 10050 NE 2"d Ave .,. ...... .. . ..;..• Miami Shores, Florida 33138 tv Re: Permit No. RC16-1257 •••••• Proposed Renovations at: P s •••••• 1460 NE 101 ST Street t' Miami Shores, FI. y << Please see below, the written response to the comments provided during your Plan review. Please refer to revision clouds with delta#1 on the drawings for the addressed comments. Building 1. License contractor is required for the project. Client will be providing Contractor information. 2. Permit application is incomplete, provide contractors information and architects information.. Client will be providing a complete application as requested. 3. This project is located in a special flood hazard area. Provide a flood legend on the plans. If the project cost exceeds 50 percent of the market value of the building you will have to provide a survey and elevation certificate along with providing plans to reflect compliance with the requirements of Section R322 of the 2010 Florida Building Code-Residential. Client will be providing Construction cost breakdown as well as updated survey and elevations certificate Flood Elevation information is now being provided on sheet SP-100 as per flood elevations certificate and survey. 4. Based on the information provided on the plans the work area exceeds 50 percent of the aggregate area of the building. This project should be classified as a level 3 alteration and should comply with the requirements of section R405 of the Florida Building Code-Existing Buildings. Level 3 alteration is on shown in the Site Data in sheet SP-100. Due to Level of Alteration being level 3, R-30 Insulation was added to attic and The SHGC and U Factor for the window glazing was also coordinated with Energy Ca/cs provided. Please refer to clouded notes on sheets A-201 for glass notes and to A-501 for Attic Insulation notes. T: 305.582.2836 300 Oakwood Lane Suite 100 Hollywood, FI. 33020 e: info@r-method.net Page 1 5. Provide at least one bathroom, located with maximum possible privacy, where bathrooms are provided on habitable grade levels, with a door that has a 29-inch (737 mm) clear opening. Door type#8 has been updated to be 32"wide to comply with requirement. Please refer to door schedule on sheet A-201. 6. According to the foundation note on sheet S-0 the soil bearing capacity should be verified by a subsurface investigation. Provide subsurface investigation and recommendations from a geo technical engineer. Soil test to be provided by Geotechnical Engineer. See response from Spattures . . 0000 0000.. International attached. . . 0000.. •'•' 7. Top of footings should be a minimum of 8" below grade. • Acknowledged, See response from Structures International attwjjed. ;••••; 9 0000.. 0000 . 0000. Feel free to contact me if you should have any questions. 90:66: *••••• ••*••' 00099009 .... 0000.. 99 09 Cordially, . 0 f . . . . .0000. 0000.. . 0 .0090. 90 0 9 009 . . Date: 08-12-15 Jose Ruben Ji enez, R.A. AR949 3 T: 305.562.2636 300 Oakwood Lane Suite 100 Hollywood, Fl.33020 e: info@r-method.net Page 2 STRUCTURES INTERNATIONAL, INC. Iff ImConsulting Structural Engineers 0000 . . 0000 0000.. August 11,2015 ' ' • 0000.. Miami Shores Village Building Department 0000.. 0000 10050 NE 2 Ave •••••• 0000 . 0000. Miami Shores Village FL 33138 •••••• •• . 'Poe** 00 00 00 0 .000.0 :00:0: 00 . . . . 00000. Reference: 1460 NE 101 Street "•••• . . 0000.. Miami shores FL 33138 •• ••• • 00 0 Permit Number: Dear Building Official: Please find below our response to comments generated on 7/30/15 COMMENTS 4. Based on the information provided on the plans the work area exceeds 50 percent of the aggregate area of the building. This project should be classified as a level 3 alteration and should comply with the requirements of section R405 of the Florida Building Code-Existing Buildings. The requirements from section R405 have been considered. See Plan Notes on sheet S-1. 6. According to the foundation note on sheet S-0 the soil bearing capacity should be verified by a subsurface investigation. Provide subsurface investigation and recommendations from a geo technical engineer. Geotechnical Engineer to provide. 7501 Wiles Road,Suite 106-13,Coral Springs,FL 33067 Phone:(954)227-1512 Fax:(954)227-6633 STRUCTURES INTERNATIONAL, INC. Consulting Structural Engineers 7. Top of footings should be a minimum of 8"below grade. • Top of footing has been specified. See Section 1 on sheet S-1. •••••• •• •••••• %%I,1•V4049.P / •••••• ••i••• 1w 1 F•�q00 0 00 00:6 e �u`obmail '�� €t�iy' •• l=Far *Mc. . ' a ...... 1V , P.E. 'MAndong$,'—q'i}al" FL SI#2064 7501 Wiles Road,Suite 106-B,Coral Springs,FL 33067 Phone:(954)227-1512 Fax:(954)227-6633 TOB No. 15-270 LOCATION MAP HOUSE PICTURE DATE OF SURVEY: Feb.18,2015 REVISION DATE: CER`fIFYTO BAY CONSTRUCTION AND DEVELOPMENT l '� LLC VAZQUEZ AND ASSOCIATESIs w i ! OLD REPUBLIC NATIONAL INSURANCE CO. 00 SITE ADDRESS: 1460 N.E.. 101st ST., MIAMI SHORES, FL. 33138 FOLIO No.11-3'205-024-0050 r— > W N N.W. 01st STREET 50' TOTAL Q ------- s�2 R/W Q - -� 20' Asphalt Pavement fl o - 15' P/W N P.P. 6' Asphalt Pavement O w✓M F.I.P. 1/2*0 o 1F2 P. (no cap) Asph C.B.S. onc. no aP) C.B.S. Driveway Column Walk Column TYR R=2045.40' LL, P.O (2 x2) Plante Conc. A=100.00'5' Steps L=2'48'05" 21.8' T 10.77' 15.0'. 1.06 17.75' `U N (3.52.5' 0 21.65' O a 20 0' 2.0' 11 Elev.6.86 C /--'r- Garage Porch Q C.L.F 40.10'WJ I Q Q in N 0.1'cl 0 1 STY. C.B.S. v �I E RESIDENCE water ai O No. 1460 Pool -d YCO -d � o F.F. Elev.9.23 F�P u0 21.90' m 0 Y N n n -a- CT) a m a o o f 35.95' co 6.0',v 11.69 0 0 l N a0 0000p On lin 'al _ �. -� 00 .0 I p� O LJ J m o a �m o 4 _ I a w 1' C.B.S. in 124.5'•. ,P 0 0 L r1 I o i Wall N Conc.y and ;Pooh , 4.0' 6' Wood x 21.60' Deck - o� iv Fence N ..e 4' C.L.F. N I " 58.2' I V' Lot 9, Blk 1 s' C.B.S. 0.3'al R=2165.40' wall A=100.00' 26.0' U 0.1'c Conc. 0 2' Conc. Seawall 00 o 1F.1-P. �� \lam Edge of V-..... �� Fnd. (no cap) Water D/H BISCAYNE BAY t LEGAL DESCRIPTION: LOT 9,BLOCK 1,OF REPLAT OF TRACT A OF MIAMI SHORES BAY PARK ESTATES,ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 56 AT PAGE 86,OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY,FLORIDA. WE HEREBY CERTIFY THAT THE ATTACHED SKETCH OF "BOUNDARY SURVEY" AND ENCROACHMENTS AND OTHER POINTS OF INTEREST: THE SURVEY MAP RESULTING THEREFROM OF THE ABOVE DESCRIBED PROPERTY _TM ARE NO VISIBLE ENCROACHMENT OF THE SUBJECT PROPERTY IS A TRUE AND CORRECT REPRESENTATION OF A FIELD SURVEY MADE UNDER MY DIRECTION AND MEETS THE INTENT OF THE APPLICABLE PROVISIONS OF THE -THE SUBJECT PROPERTY IS WITHIN A FLOOD ZONE AE(SEE NOTE 1) 'MINIMUM TECHNICAL STANDARDS FOR LAND SURVEYING IN THE STATE OF -THERE IS AS'DRAINAGE EASEMENT ON THE SIDE OF THE SUBJECT FLORIDA" PURSUANT TO RULE 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE AND PROPERTY ITS IMPLEMENTED LAW, CHAPTER 472.027, OF THE FLORIDA STA`JTES. ,,,{{{��,,, AMERICAN SERVICES OF MIAMI, CORP.'' ORDERED BY: Consulting F ineers.Planners.Surveyors VAZQUEZ AND ASSOCIATES 9370 S.W.72nd STREET SUITE A-102 Ed Ptr,o GERALDO VAZQUEZ,P.A. , PROFESSIONAk LAND,$URVEYOR AT— MIAMI, Tr��AT uw MIAMI,FLORIDA 33173 AND MAPPER Nor 6771 sol Brnckell Key Dave. Bute 702 PHONE:(305)598-5101 FAX:(305)598-8627 FT It OF FwbTli6n 1 Mam, Florida 33131 LB 6683 ASOMIAMI.COM Facsimile: Telephone: 3os-371-e°sa Dg7E,`F€BRUARY 23. 2015 Facsimilte: 305-371-4967 . . ... . . • •.. .. .. . . . .. .. . S�toREs . . . ... . ' ' . . �t , 0 000 M9 E,,, ® ,.,,, iamiShprpp Village ,�„ •.: Bbig department �NreB►�,e . • ��ORIDp' 00 10050 N.E.2nd Avenue Miami Shoes, Florida 33138 0 00 0U . . . . . • WI: (305) 795.2204 •, Fax:(305) 756.8972 000 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We)have been retained by r-method to perform special inspector services under the Florida Building Code at the 1460 NE 101 Street project on the below listed structures as of 0624/15 (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: 15-1257 ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) ❑ SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1, Monzer I.Fammawi 2. Gabe Lo Fria 3. 4. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we)understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code,must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further,upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final ingpectionrtheaggmpleted inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and ppm ftp portions of the project outlined above meet the intent of the Florida Building Code and are in osllls&t ntii�Fsc �n�r `t#�e approved plans. Si ` da d eats ��a Engineer/Architect No. '439 a Name Monzer Faramawi e _ n — (PST) e � s e Address 7501 Wlles Road,Sufte 106-8,Coral Springs,FL 33087 c STA OF = =® % 08/24/15 •�Q`' Phone No. (954)227-1512 a� e ;v/M L Created'drY 6k14120N ` �5RS G i• •i •�' ••• i• •i 'i' • • • • • s • • • ••• • • SU;s Village y �� ;'; :Aullding•Department 0 �ORIDA • 100 50 1i t.2nd Avenue Miami Shores, Florida 33138 s. •• •. ... Tel 1.(305) 795.2204 •.• S•• Fax;(305) 756.8972 MIAMI SHORES VIL1A�� •'• • • ••• •• • NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by OsC r G oeN M\Ve,S to perform special inspector services under the Florida Building Code at the 1Wo® WS 10164� cgr project on the below listed structures as of KJQqJQQ1S_ (date). I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: ❑ SPECIAL INSPECTOR FOR PILING,FBC 1822.1.20(R4404.6.1.20) ❑ SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR 6'HIGH 2319.17.2.4.2(R4409.6.17.2.4.2) ❑ SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBC 2122.4(R4407.5.4) ❑ SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) E' SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) ❑ SPECIAL INSPECTOR FOR Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1. �n 2. 24 Sim 3. 4f11Ig— $IgrV,a 4. SQ. _mom parr( Lr *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. I, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordance with the approved plans. Signed and Sealed EngineedArc itec Namef /J 6a n C.. Address 250-W/3 c• ® d f_ —3506-7 DATE: 8 ty4s Phone No. ?Sdl 74°/ Created on 6/10/2009 1 Prope;,ty Search Application-Miami-Dade County Page 1 of 8 �nr 'HT � . - s Address Owner Name Folio SEARCH: 1460 NE 101 St. Suite D Back to Search Results PROPERTY INFORMATION Folio:11-3205-024-0050 Sub-Division: MIAMI SHORES BAY PARK ESTS AMD Property Address 1460 NE 101 ST Miami Shores,FL 33138-2613 Owner BAY CONSTRUCTION AND DEVELOPMENT LLC Mailing Address 1460 NE 101 ST MIAMI,FL 33138 Primary Zone 1600 SGL FAMILY-3501-4000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY: 1 UNIT Beds/Baths/Half 4/3/0 Floors 1 http://www.miamidade.gov/propertysearch/ 7/11/2015 • 1• _ l t � v+y��r�a t ��r t'•# �J��. � �3 fit' �• " �y-e r }1�� i+ s. r At 716 7 T •r r, 1 4 i c + • N Property Search Application-Miami-Dade County Page 3 of 8 Comparable Sales Glossary Non-Ad Valorem Assessments PA Additional Online Tools Property Record Cards Property Search Help Report Discrepancies Report Homestead Fraud Tax Comparison Tax Estimator TRIM Notice View Taxes ASSESSMENT INFORMATION Year 2015 2014 2013 Land Value $1,457,699 $617,296 $617,296 Building Value $308,070 $298,212 $300,676 Extra Feature Value $15,981 $16,114 $16,248 Market Value $1,781,750 $931,622 $934,220 Assessed Value $622,956 $618,012 $608,879 TAXABLE VALUE INFORMATION 2015 2014 2013 COUNTY Exemption Value $50,000 $50,000 $50,000 Taxable Value $572,956 $568,012 $558,879 SCHOOL BOARD Exemption Value p $25,000 $25,000 $25,000 Taxable Value $597,956 $593,012 $583,879 CITY Exemption Value p $50,000 $50,000 $50,000 Taxable Value $572,956 $568,012 $558,879 REGIONAL Exemption Value $50,000 $50,000 $50,000 Taxable Value $572,956 $568,012 $558,879 BENEFITS INFORMATION Benefit Type 2015 2014 2013 Save Our Homes Cap Assessment Reduction $1,158,794 $313,610 $325,341 Homestead Exemption $25,000 $25,000 $25,000 http://www.miamidade.gov/propertysearch/ 7/11/2015 Property Search Application-Miami-Dade County Page 4 of 8 Second Homestead Exemption $25,000 $25,000 $25,000 Note:Not all benefits are applicable to all Taxable Values(i.e.County,School Board,City,Regional). FULL LEGAL DESCRIPTION MIAMI SHORES BAY PK ESTS AMD PB 56-86 LOT 9 BLK 1 LOT SIZE 102.930 X 120 OR 14213-353 0789 4 SALES INFORMATION Previous Sale Price OR Book-Page Qualification Description Previous Owner 1 03/06/2015 $2,220,000 29528-2473 Qual by exam of deed ANGELA DE TORUNO TF 03/20/2009 $100 26822-0149 Trustees in bankruptcy,executors or guardians ANGELA TORUNO 07/01/1989 $0 00000-00000 Qual by exam of deed 04/01/1978 $192,500 10022-0943 2008 and prior year sales;Qual by exam of deed 06/01/1977 $1 09726-0268 Qual by exam of deed 03/01/1976 $165,000 00000-00000 2008 and prior year sales;Qua[by exam of deed For more information about the Department of Revenue's Sales Qualification Codes. 2015 2014 2013 LAND INFORMATION Land Use Muni Zone PA Zone Unit Type Units Calc Value GENERAL R-30 1600-SGL FAMILY-3501-4000 SQ Front Ft. 102.93 $1,457,699 BUILDING INFORMATION Building Number Sub Area Year Built Actual Sq.Ft Living Sq.Ft Adj Sq.Ft Calc Value 1 1 1954 3,611 2,435 2,934 $308,070 Building Sketches Available! EXTRA FEATURES Description Year Built Units Calc Value http://www.miamidade.gov/propertysearch/ 7/11/2015 Property Search Application-Miami-Dade County Page 5 of 8 Patio-Concrete Slab 1954 671 $1,409 Pool 6'res AVG 3-8'dpth,plain feat 250-649 sf 1954 1 $10,200 Screen Enclosure-Avg Dome type 1954 1,121 $4,372 ADDITIONAL INFORMATION *The information listed below is not derived from the Property Appraiser's Office records.It is provided for convenience and is derived from other government agencies. LAND USE AND RESTRICTIONS Community Development District: NONE Community Redevelopment Area: NONE Empowerment Zone: NONE Enterprise Zone: NONE Urban Development: INSIDE URBAN DEVELOPMENT BOUNDARY Zoning Code: R35- Existing Land Use: 10-SINGLE-FAMILY, MED.-DENSITY(2-5 DU/GROSS ACRE). Government Agencies and Community Services OTHER GOVERNMENTAL JURISDICTIONS Business Incentives Childrens Trust City of Miami Shores Environmental Considerations Florida Department Of Revenue Florida Inland Navigation District Miami-Dade County Bulletin Board Non-Ad Valorem Assessments School Board South Florida Water Mgmt District Tax Collector The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp For inquiries and suggestions email us at http://www.miamidade.gov/pa/emaiYASP/f`ormNew.asp. Version:2.0.3 http://www.miamidade.gov/propertysearch/ 7/11/2015 Property Search Application-Miami-Dade County Page 6 of 8 EXEMPTIONS 5 BENEFITS Deployed Military Disability Exemptions Homestead Institutional Senior Citizens More> REAL ESTATE 40 Yr Building Re-Certification Appealing Your Assessment Defective Drywall Folio Numbers Mortgage Fraud More> TANGIBLE PERSONAL PROPERTY Appealing your Assessment Assessment Information Search Exemptions Extension Requests http://www.miamidade.gov/propertysearch/ 7/11/2015 Property Search Application- Miami-Dade County Page 7 of 8 Filing Returns More> PUBLIC RECORDS Address Blocking Change of Name Change of Address Change of Ownership&Title Declaration of Condominium More> ONLINE TOOLS Property Search Property Sales Tax Estimator Tax Comparison Homestead Exemption and Portability More> TAX ROLL ADMINISTRATION Appealing your Assessment Reports http://www.miamidade.gov/propertysearch/ 7/11/2015 1 1 Ty Uury A REPLACEMENT COST REPORT OF i A SINGLE FAMILY HOME i LOCATED AT 1460 NE 101-"St Miami Shores,FL 33138 F i1 l! FOR Bay Construction&Development LLC& Miami Shores Village BY k APPRAISALFIRST REAL ESTATE APPRAISERS LLC 1444 Biscayne Boulevard, Suite 211 Miami,Florida 33132 i� k 3 u Appraisaff first Real Estate Appraisers LLC 1444 Biscayne Boulevard,Suite 211 Miami Beach,Florida 33166 Phone:305-470-2100 Fax:305-381-8049 E-mail:residentlaWatoraiselfirst.net E-mail:commercialnannraisaltirst.net June 25,2015 Mr Goncalves via email: ogme-alvesO1@gmail.eom Re: A replacement cost report related to providing a letter for the depreciated building value of a single family home located at 1460 NE 101st`St Miami Shores,FL 3 313 8. Dear Mr. Goncalves As requested I am writing this report to estimate the reproduction or depreciated cost,based on the present condition of the property,for the above referenced subject building. Once again the costs and depreciated building value are reflective of the current condition of the property. The replacement cost new estimates will be provided via the "Marshall Valuation Service", a nationally accepted construction cost reference guide. The cost estimate includes labor,materials, supervision, etc. The figure also include normal site preparation, and utility lines from lot line to building. Other soft costs such as professional fees,real estate taxes,financing fees and impact fees are not included. The depreciation is based on the current average condition of the property. Based on the current condition of the improvements,the physical depreciation based on the age/life metho d is 33%. This reproduction cost report is considered to be a restricted appraisal in accordance with Standards Rule 2-20 of the Uniform Standards of Professional Appraisal Practice(2014-2015)and the Code of Ethics of the Appraisal Institute and the guidelines according to(USPAP). This report is for the sole use of the intended user. The subject property consists of a,one-story,single family home that was built in 1954 and is of a good construction quality. The home includes an adjusted area(as per Public Records) of 2,934 square feet.The home had been in mostly average condition on the effective date. 1460 Page Two The home is situated on a 12,352 square foot bayfront single-family zoned lot in Miami Shores Village. App aiser: William K Griffith, SRA Cert Res RD 1480 Purpose of Assignment: The purpose of the report is to provide a reproduction/depreciated cost estimate of the subject dwelling. Intended Use of the Report: The client intends on using this report for renovation purposes Intexesl to be Appraised: This is a reproduction cost analysis of a home owned as a fee simple estate. Legal Description; MIAMI SHORES BAY PK ESTS AMD PB 56186 LOT 9 BLOCK 1,Miami-Dade County,Florida Scope of Work: The scope of work included: inspecting the subject property; referencing the"Marshall Valuation Service",a nationally accepted cost manual;and estimating an appropriate depreciation rate for the improvements. Marshall Valuation Service: According to the"Marshall Valuation Service"the subject improvements are classified as a Class D-III (Masonry Veneer) High Value Residence, with an estimated economic life of 60 years. In estimating the replacement cost new for the building,a designated cost via the"Marshall Valuation Service"will be applied. The depreciated building value will be based on the economic age-life method. A ratio of the buildings effective age to its total economic life is applied to the current replacement cost new of the improvement. This method is most effective in analyzing older buildings where the age of the long- lived and short-lived items can not be easily estimated. According to the "Marshall Valuation Seivice"the subject improvement have an economic life of 60 years. However, the typical single family home in Miami Shores have far exceeded their specified economic lives. The subject home is 60 years in age. A more practical economic life of 75 years is estimated. 1460 Page Three i i 1 Marshall Valuation Service: (Continued) Taking into account the mostly average condition of the home with limited updating, an effective age of 25-years and a remaining economic life of 50-years(33%depreciation)will be applied.. The following is a summary of the replacement cost new and depreciated value fox the subject single family home. Improvement Type High Value Residence Section&Page 12/27 Building Structure Class D(Masonry Veneer) Type III Direct Cost Per SF $268.95 Adjustment Multipliers Height 1.00 Current 1.06 Local 0.98 Adjusted Direct Cost Per Square Foot $279.39 Building Size/SF 2934 sf Replacement Cost New $819,730 Actual Age 61 years Effective Age 25 years Economic Life 50 years Depreciation Rate 33% (Eff.Age/Eco.Life) Physical Depreciation $270,511 (Cost New x Depreciation.Rate) Depreciated Building Cost $549,219 (Cost New-physical Depreciation) 1460 Page Four Based on the cost manual described herein the depreciated building value of the subject property, as of June 25,2015 is$550,000 (rounded).. If you have any questions or need further assistance please do not hesitate to call me at(305)470- 2149. Respectfully Submitted, a L� William K Griffith, SRA Cert Res RD 1480 billoa a p aisalfirst.net ADDENDA CERTIFICATION I Certify to the best of my knowledge and belief- The eliefThe statements of fact contained in this report are true and correct. The reported analyses, opinions, and conclusions are limited only by the reported assumptions and limiting conditions are my personal, impartial,and unbiased professional analyses,opinions, and conclusions. I have no present or prospective interest in the property that is the subject of this report and no personal interest with respect to the parties involved. I have performed no services,as an appraiser or in any other capacity,regarding the property that is the subject of this report within the three-year period immediately preceding acceptance of this assignment. I have no bias with respect o the property that is the subject of this report or to the parties involved with this assignment. My engagement in this assignment was not contingent upon developing or reporting predetermined results. My compensation for completing this assignment is not contingent upon the development or reporting of a predetermined value or direction in value that favors the cause of the client, the amount of the value opinion,the attainment of a stipulated result, or the occurrence of a subsequent event directly related to the intended use of this appraisal. My analyses,opinions,and conclusions were developed,and this report has been prepared, in conformity with the Uniform Standards of Professional Appraisal Practice. I have made a personal inspection of the property that is the subject of this report. No one provided significant real property appraisal assistance to the person signing this certification. As of the date of this appraisal William K Griffith, SRA has completed the continuing education program of the Appraisal Institute. William K Griffith,SRA June 25, 2015 Cert Res RD 14890 Date ASSUMPTIONS AND LIMITING CONDITIONS The value conclusion and certification within this report are made expressly subject to the following assumptions and limiting conditions as well as any further reservations or conditions stated within the text of the report. 1) No responsibility is assumed for the legal description or for matters including legal or title considerations. Title to the property is assumed to be good and marketable. 2) Responsible ownership and competent property management are assumed. 3) The information furnished by others is believed to be reliable. However, no warranty is given for its accuracy. 4) It is assumed that there are no hidden or unapparent conditions of the property, subsoil,or structures that render it more or less valuable. No responsibility is assumed for such conditions or for arranging for engineering studies that may be required to discover them. 5) It is assumed that there is full compliance with all applicable federal, state, and local environmental regulations and laws unless non-compliance,is stated,defined,and considered in the assignment. b) It is assumed that all required licenses, certificates of occupancy, consents, or other legislative or administrative authority from any local,state,or national government or private entity or organization have been or can be obtained or renewed for any use on which the rental survey contained in this report is based. 7) It is assumed that the utilization of the land and improvements is within the boundaries of property lines or the property described and that there is no encroachment or trespass unless noted in this report. 8) Possession of this report, or a copy thereof, does not carry with it the right of publication. It may not be used for any purpose by any person other than the party to whom it is addressed without the written consent of the appraiser, and in any event only with proper written qualification and only in its entirety. ASSX MPTIONS AND LIMITING CONDITIONS(Continued) 9) The appraiser herein by reason of this assignment is not required to give further consultation,testimony,or be in attendance in court with reference to the property in question unless arrangements have been previously made. 10) Neither all nor any part of the contents of this report(especially any conclusions,the identity of the appraiser,or any reference to the MAX or SRA designations)shall be disseminated to the public through advertising,public relations,news,sales,or other media without the prior written consent and approval of the appraiser. 11) The existence ofpotentially hazardous material used in the construction or maintenance of the building and/or the existence oftoxic waste which may or may not be present on or under the site was—not observed during our inspection. However,we are not qualified to detect such substances. These substances, if they exist, could have a negative effect on the estimated value of the property. The user of this report is urged to retain an expert in this field if desired. 12) This assignment was not based on a requested minimum valuation,a specific valuation, or the approval of a loan. 13) The client intends on using this report for tax purposes 14) The client understands, as per the engagement guidelines of this assignment,that all data related to estimating cost and depreciation is retained in the office file. i I i i RESUME OF QUALIFICATIONS: William K Griffith,SRA GENERAL EDUCATION: Florida State University B.S.Degree 1980 PROFESSIONAL EDUCATION: APPRAISAL INSTITUTE FHA.&The Appraisal Process 2014 USPAP Update 2014 Florida Appraisal Law 2014 USPAP Update 2012 Florida Appraisal Law 2012 The Uniform Appraisal Dataset 2011 The Real Estate Market 2011 2011 Residential Design&Functional Utility 2010 Reviewing Residential Appraisals&Using FNMA 2000 2010 Roles&Rules Of Supervisory&Registered Trainee Appraisers 2010 Market Conditions Addendum/l 004MC 2009 Analyzing Distressed Real Estate 2008 Co-ops&Condos 2008 Small Hotel/Motel Valuation 2008 Business Practices&Mies 2007 New 1025-Small Residential Income Property Appraisal 2007 PROFESSIONAL AFFILIATION: SRA,The Appraisal Institute National Association Of Realtors,Florida Association Of Realtors Miami Board of Realtors,Marathon/Lower Keys Board Of Realtors BOARD EXPERIENCE: Board Of Directors,South Florida Chapter Of The Appraisal Institute 2004-2006 LICENSES: Cert Res RD1480(Florida),Real Estate Broker(Florida),Notary Public,Florida REAL ESTATE AND APPRAISAL EXPERIENCE: Partner/Owner,AppraisalFirst,LLC 2011-Present Vice President/Residential Manager,AppraisalFirst,inc. 1987-2010 President,Biscayne RE Group. 1997-Present President,Coast To Coast RE Group. 2009-Present TYPES OF APPRAISAL SERVICES: Single Family Residential 2-4 Family Dwellings FHA REO Relocations New Construction Vacant Land Condominiums Multi-Family/Apt. High Value Dwellings Estates/Litigation Appraisal Review Construction Draw Inspections Blueprint Review Cost Reports SERVICE AREA BY FLORIDA COUNTY: Miami-Dade,Broward,Monroe(Florida Keys),Palen Beach,St.Lucie,Martin i i Property' Search Application- Miami-Dade County Page I of 2 WHCE OF THE PROPERTY APPRAMER Summary Report Generated On:711/2011, Prop"Information Follo., 11-3205-024-000 Prop"Address: 1460 NE 101 ST Owner BAY CONSTRUCTION AND DEVELOPMENT LLC 1460 NE 101 ST .0 Mailing Address MIAMI,FL 33138 Primary Zone 1600 SGL FAMILY-3501-4000 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE FAMILY:1 UNIT Beds/Baths I Half 4/3/0 Floors 1 Living Units I Actual Area 3,611 Sq.Ft 2014 Aerial Photography Living Area 2,435 Sq.Ft 200ft Adjusted Area 2,934 Scl.Ft Taxable Value Information I Lot Size 112,351.6 Sq.Ft 1 20151 20141 2013 IYear Built 11954 County Assessment Information Exemption Value $60,000 $50,000 $50,000 Year 2015 2014 2013 Taxable Value 1 $572,9561 $568,0121 $5515,879 Land Value $1,457,699 $617,296 $617,296 School Board Building Value $308,070 $298,212 $300,676- Exemption Value $25,000 $26,0001 $25,000 XF Value $15,981 1 $16,114 1 $161248 Taxable Value $597,9561 $593,0121 $683,879 Market Value $1,781,750 $931,622 $934,220 city Assessed Value $622,966 1 $618,012 $608,8 Exemption Value $50'00w] $50,0001 $50,000 1 21 Taxable Value $572,9561 $568,0121 $558,879 Benefits Information Regional Benefit Type - 2015 2014 2013 1 Exemption Value $50,0001 $50,0001 $50,000 Save Our Homes Assessment $1,158,794 $313,610 $325,341 1 Taxable Value 1 $572,9561 $568,012 $558,879 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Previous OR Book- Homestead Exemption $25,0130 $25,000 $25,000 Sale Price Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County, 03/06/2015 $2,220,000 29528-2473 Qual by exam of dead ,School Board,City,Regional). 1 03/2012009 $100 26822-0149 Trustees In bankruptcy,executors or guardians Short Legal Description 0001)0- 07101/1989 $0 Qual by exam of deed MIAMI SHORES BAY PKESTS AMD 00000 PB 56'86 12008 and prior year sales;Qua[by LOT 9 BLK 1 04/01/1978 $192,500 10022-0943 exam of deed LOT SIZE 102.930 X 120 OR 14213-353 0789 4 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Aooralser and Miami-Dade Countv assumes no llabilltv.see full disclaimer and User Aareement at htto:/Ayww.miamidado.00viinfo/disclaimer.asri 44p.://www.miamidade.gov/propertysearch/ 7/1/2015 �A%LClds..9'►C OR METHOD SNC77ONI2PAGE 27 August 2014 HIGH-VALUE RESIDENCES CLASS TYPE EXTERIOR WALLS INTERIOR FINiSH LIGHTING AND *HEAT COST PLUMBING Sq. M. Cu. Ft. Sq. Ft. VI ,;�e ft sash and entries, Custom ceilings and cabinetry,inlaid Fader�sive fatales and custom Parquet,matched atones and woods hardware throughout '.-amV $4.914.30 $57.07 $456.b5 V Best masonry,much fine trim and Coffered Flings,site-built cabs netryred whing, ,fenestration niches,many extras ' high a�inps,t o i�rrlwa HCoV OC a 4,123.37 47.88 383.07 N Fine brick,cut stone,heavy roof,best Good piaster,ornamental deta[l,marble, Good custom fixtures,more than one Complete metal,tile,some artglaw custom carpet,parquet kitchen or food prep.area HVAC. 3,460.95 40.19 321.53 III Face brick,stone trim,slate or tile, Piaster good detail,custom catling,wall Some special custom fixtures,elecUiea[ Complete some custom sash and tier finishes and plumbing,Integrated systems HVAC. 2,905.96 33.75 269.97 11 Brick or stone,slate or metal,heavy Plaster,some ornament,file,average Custom fixtures,electrical and stntcturs,solarium custom carpet,hardwoods plumbing,home automation Complete 2,440.09 28.34 226.69 t Good brick,stone trim,skylights, Plaster or best drywall,Paneling,custom Some special fixtures more shakes or metal on good structure vinyls,terrazzo,hardwoods bath per bedroom , than one H VAC e 2,049.47 23.80 190.40 VI Special site-built sash and entries, Custom callin and cabinetry,Inlaid Extensive fixtures and custom Complete best day,slate parquet,matched stones and woods hardware throughout HVAC. 4,931.10 5726 458.11 V Best masonry veneer,much fine trim Coffered ceilings,site-built cabinetry, High-quality fixtures,structured wiring, Complete and f masltation niches,many extras high amps,fine hardware HVAC. 4,127.46 47.93 383.45 IV Fine masonry veneer,trims,best Good plaster,ornamental detail,marble, Goad custom fixtures,more than one Complete metal,Me,some artglass custom carpet,parquet kitchen or food preparaticrx arm HVAC. 3,456.11 40.14 321.08 MAS EER ilii' Face brick veneer,stone trim,state or Plaster,good detail,custom ceiling,wan Some special custom futures electrical Complete Me,some custom sash and floor finishes and plumbing,integrated systems H.VAC. 2,894.88 33.62 268M II Brick or stone veneer,state,metal, Plaster,some ornament,file,average Custom fixtures,electrical and Complete heavy structure,solarium custom carpet,hardwoods plumbing,home automation HVAC. 2,425.13 28.16 225.30 Doubgood le walls good veneer,skylights, Piaster or test drywall,paneling,custom Some special fixtures,more than one Complete rryis,terrazzo,hardwoods bath per bedroom HXAC. 2,032.03 23.60 188.78 VI Special site-built sash and entries, Custom cei0ngs and cabinetry,inlaid Extensive fixtures and custom Complete best clay,state parquet,matched stones and woods hardware throughout H.V.A.C. 4,859.19 56.43 451.43 V Best sidings,EiPS,much tine trim and Coffered callings,ske-bunt cabinetry, Higrq�y Mures,structured wiring, Complete fenestration niches,many extras high amps.fine hardware H.V.C. 4,066.53 4722 377.79 N Fine siding,stucco,marble trim,test Good plaster,ornamental detail,marble, Good custom fixtures,more than one Compete Dmetal,tie,some artglass custom carpet,parquet kitchen or food preparation area HVAC. 3,404.33 39.53 316.27 iII Siding,brick or stone trim,slate or tile, Piaster,good detall,custom Comm wall Some special custom fixtures,electrical Complete some custom sash and floor finishes and plumbing,integrated systems HVAC. 2,851.06 33.11 264.87 Ii Half timber and stone trim,slatePlaster,some ornament,tile,average Custom fixtures,electrical and Complete , metal,heavy structure,solarium custom carpet,hardwoods plumbing,home automation HVAC. 2,387.99 27.73 221.85 Double walls,stone trim,skylights, Plaster or test drywall,panelingcustom Some special fixtures,more than one Complete, shakes or metal on good structure vinyls,terrazzo,hardwoods bath per bedroom H.V.A.C. 2,000.60 23.23 185.86 Fireplace,balconies and porches and built-in appliances are not included.Sea Page 35 for garage costs.The base wall height Is 10 feet(3.05 meters),excluding gables.Add or deduct 3%for each foot (.305 meter)of deviation.For small residentiat elevators and fire sprinkler systems,see notes on Page 38 and 39.See Page 26 for basement costs. -'HIGH-VALUE HEATING,VENTILATING AND AIR CONDITIONING COMPLETE SQUARE MEM COSTS SQUARE FOOT COSTS H VJ6C. MILD MODERATE EXTREME mim MODERATE EXTREME Costs for high-value mechanical items are listed separately from those for other buildings in this TYPE CUMATE cuum CLIMATE CLIMATE COMATE CUMATE section because of the special requirements. Costs listed to the right are averages, The VI $130.05 $175.02 $235.79 $12.08 $16.26 $21.91 moderate climate cost is included in the base cost in the tables.If a cubic foot cost is used,use V 114.85 156.79 213,91 10,67 14.57 19.87 one-tenth(1110)the difference shown,to adjust the base cubic foot cost For cooling only,use N 101.49 140.38 193.85 9.43 13.04 18.01 70%to 80%of fixe costs listed.For heating only,use 60%to 70%.For ground-loop heat source u 90.22 126'44 176.84 8.41 11.74 16,43 units,add$3.86 to$5.37 per square foot $41.55 to$57.80 per square motor). I 113.64 160'`13 7'45 10.58 14.43 ( p q ) 71.10 102.09 146.45 6.61 9.48 13.61 • MdRCAAU VAL11WONSERWE The data Included on ftpage becomes obsolete 02014 Con Logi A Ino.and it Uoaaars,alf r4ho reserved• Any rgwft ia&&Svtbadom aeairon ofderimwee wwft andlar �is str&e deb had scheduledforAugrrst 202(x P�+��P�it sbictfyprohflnted 8l10I4 'y FORM405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUIL ` u CTION Florida Department of Business and Professional Regulation - Resid I ance ethod Project Name: 1460 NE 101 St Builder Name: Street: 1460 NE 101 Street Permit Office: Miami Stores City,State,Zip: Miami Shores,FL, Permit Number. Omer Jurisdiction: Miami Shores Design Location: Ft,Miami 1. New c Dnstruction or existing Existing(Projecte 9. Wall Types(1849.6 sgfl) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-IM Insul,Exterior R=4.1 1849.60 ft' b.NIA R. ft2 3. Number of units,if multiple family 1 c.NIA R. ft2 4. Number of Bedrooms 4 d.NIA R. fie 5. Is this a worst case? No 10.Ceiling Types (2684.0 sgfL) Insulation Area a.Under Attic(Vented) R=30.0 2684.00 ft2 6. Conditioned floor area above grade(ftq 2684 b.NIA R= ft2 Conditioned floor area below grade(ft) 0 c.NIA R= ft2 11.Ducts R ft2 7. Windows(535.8 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Garage 6 536.8 a. U-Factor. Sgi,U=0.65 535.78 ft2 SHGC: SHGC=0.50 b. U-Factor: N/A ftz 12.Cooling systems kBtuhv Efficiency SHGC: a.Central Unit 60.0 SEER:14.00 c. U-Factor: WA ft2 SHGC: 13.Heating systems kBftAv Efficiency d. U-Factor: N/A ft2 a.Electric Strip Heat 31.0 COP:1.00 SHGC: Area Weighted Average overt"Depth: 4.572 ft. Area Weighted Average SHGC: 0. 14.Hat water systems 5 a.Electric Cap:50 gallons 8. Floor Types (2684.0 sgtt.) Insulation Area EF:0.920 a.Slab-On-Grade Edge Insulation R=0.0 2684.00 ft2 b. Conservation features b.N/A R. ft2 None ••••• c.WA R. ft2 15kCredits • • ••••None *000 • Glass/Floor Area: 0.200 Total Proposed Modffied Loads: 61.74 ...�.��.• .... . Total Standard Reference Loads: 77.03 ••••• 00 • IT' I hereby certify that the plans and spec red by �C Review of the plans and .....• O� �A .••• this calculation are in compliance with tl er-A' a rews�. •. fications covered by this •••• ,, s, O .. Code, e i �•• c Cculation indicates compliance ••• >A �� ,� . a. ,r`c�`O • • �. 5.3gg9 0 the Florida Energy Code. o•_ fibuicidi,=will re oction is completed PREPARED BY: _ _- a � � l�DATE: _- _ _--_ -- __ be inspected for • �y ypliance with Section 553.908 I hereby certify that this building,as de ,is in complia �: �Statutes. with the Florida Energy Code. •,,r0KA.!c( p R09 �: cod W15 Otsego OWNER/AGENT:--- - _ BUILDING OFFICIAL: - DATE: °!..,....i�z�� DATE: .. -- - Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with 403.22.1.1. - Compliance requires completion of a Florida Air Barrier and insulation Inspection Checklist 819/2015 626 PM EnergyGaugeO USA-FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 5 PROJECT Title: 1460 NE 101 St Bedrooms: 4 Address Type. Street Address Building Type: User Conditioned Area: 2684 Lot# Owner. Total Stories: 1 BlockJSubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 1460 NE 101 Street Permit Office: Miami Shores Cross Ventilation: County: Miami-Dade Jurisdiction: Miami Shores Whole House Fan: City,State,Zip: Miami Shores, Family Type: Single-family FL New/Eidsting: Existing(Projected) Comment: CLIMATE J IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI_INTL AP 1 51 90 70 75 149.5 --- 56- LOW BLOCKS Number Name Area Volume 1 Blockl 2684 21472 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infill ID Fmished Cooled Heated 1 Main 2684 21472 Yes 1 4 1 Yes Yes Yes FLOORS # Floor Type Space- Perimeter_ R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Main 145 ft 0 2684 ft2 0.5 0 0.5 ROOF 6999 "' / Roof Gable Roof Solar SA ••E"" Emitt••1549& Piteit• •• V # Type Materials Area Area Color Absor. Tested **9:9* Tested Msul. • 1 Kip Barrel file 2766 ft2 0 ft2 Medium 0.75 No ••f).9• No�•••0• 14•• • ATTIC .. .. .. . ... .. 00 V # Type Ventilation Vent Ratio(1 in) Area RBS JRCC•• , • • •. •••••• - — 1 Full attic Vented 300 2684 ft2 N N • ' "' ' ' CEILING # Ceiling Type _ Space -- R_Value Area Framing Frac Truss Type 1 Under Attic(Vented) Main 30 2684 ft2 0.11 Wood 6/9/2015 6:26 PM EnergyGauge®USA-RaRes2010 Section 405.4.1 Compliant Software Page 2 of 5 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below --#- -Ont To-._ wall Joe --_ Space R:Yakw R In -t-.-An- --Area R-Value F %. -1 S Exterior Concrete Block-Int Insul Main 4.1 57 8 5 479.8 ftz 0 0.3 0 2 N Exterior Concrete Block-Int Insul Main 4.1 40 8 5 336.7 1`12 0 0.3 0 _3 W Exterior Concrete Block-Int Insul Main 4.1 45 8 5 378.8 ftp 0 0.3 0 4 E Exterior Concrete Block-Int Insul Main 4.1 35 9 8 5 300.9 tI2 0 0.3 0 5 E Exterior Concrete Block-IM Insul Main 4.1 21 8 5 176.8 IS 0 0.3 0 6 S Exterior Concrete Block-IM Insul Main 4.1 21 8 5 176.8 IF 0 0.3 0 WINDOWS Orientation shown is the entered,Proposed orientation. / Wall Overhang V # Omt IO Frame Panes NERC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 6 Metal Single(Clear) Yes 0.65 0.5 106.7 W 2 It 6 in 0 ft 0 In Drapes/blinds None 2 S 1 Metal Single(Clear) Yes 0.65 0.5 193.3 W 7 ft 0 in 0 It 0 in Drapes/Winds None 3 S 1 Metal Single(Clear) Yes 0.65 0.5 53.3 ft2 7 ft0 in 0 ft 0 In Drapes/bllds None 4 N 2 Metal Single(Clear) Yes 0.65 0.5 75.8 to 2 ft 6 in 0 ft 0 in Drapes/blinds Norte 5 N 2 Metal Single(Gear) Yes 0.65 0.5 30.3 fta 2 ft 6 in 0 ft 0 in Drapes/dirtds None 6 W 3 Metal Single(Clear) Yes 0.65 0.5 18.4 IF 2 ft 6 in 0 It 0 in Drapes/blinds None 7 W 3 Metal Single(Clear) Yes 0.65 0.5 5.0 IF 2 ft6 in 0 ft 0 in Drapes/blinds None 8 W 3 Metal Single(Clear) Yes 0.65 0.5 9.8 1`12 2 ft 6 in 0 ft 0 in Drapes/blinds Norte 9 E 4 Metal Single(Clear) Yes 0.65 0.5 9.8 IF 2 ft6 in Oft 0 in Drapes/blinds None 10 E 5 Metal Single(Clear) Yes 0.65 0.5 33.3 ftz 2 It 6 in 0 ft 0 in DrapesWinds None GARAGE # Floor Area Ceiling Area Exposed Wail Perimeter Avg.Wall Height Exposed Wag Insulation 1 485.98 ftz 485.98 ftx 64 ft - 8 It i 1 INFILTRATION ::0: •'• ...... .. . ... .. # Scope Method SLA CFM 50 ELA EgLA ACH ••ACM60 1 Wholehouse Best Guess .0005 3520.1 193.25 363.43 .345g •i• • • HEATING SYSTEM0 .. .. .. . ... .. # System TS •••••• YPa_ -- -- utotype Efficiency Capacity • • • Bloct Ducts • 1 Electric Strip Heat None COP:1 31 k11r i:lb**** sys#j• •• COOLING SYSTEM " • 009 09 .. • # System Type Subtype _ Efficiency Capacity Au Flow SHR Block Duds 1 Central Unit Split SEER:14 60 kBk to 1800 cin 0.75 1 sys#1 8/912015 6:26 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 5 HOT WATER SYSTEM # System Type SubType— Location _ EF Cap use Setpn< Conservation Electric NoneGarage0.92 50 gal 70 gal 120 deg -- None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None fta --- DUCTS / --Supply— —Retum— Air CFM 25 CFM25 HVAC# V # Location R-Value Area Location Area Leakage Type Handier TOT OUT QN RLF Heat Cool 1 Attic 6 536.8 It Attic 134.2 ft Default Leakage Garage (Default) (Default) 1 1 TEMPERATURES Programable Thermostat:None Ceiling Fans: V=ngcooling Jan Feb Mar ]Me n Jun 11 Ju nA n Se W Oct Nov Dec Venting Jan Feb C Mar Apr May Jun Jul Aug Sep Oct Nov Dec Jan Feb Mar Apr May Jun Jul Aug Sep Oct NOV Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) PM 68 68 68 6688 68 68 68 68 68 68 68 68 ••.• • 0000 0000•0 • •• • •• • • • . • 0000•. •• • 0000•• • 0000•• . • • •0060• 0000 • • . • • • •0600• 0000 • 0 0600 • • 6••0.• •• . 0000• •• •• •••0 060000 0000•• • • • • • • • • • • .0006• 0000•• • • • • • .• • • •0• • 8/9/2015 6:26 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 5 FORM 05-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 1460 NE 101 Street PERMIT#: Miami Shores, FL, MANDATORY REQUIREMENTS SUMMARY-See Individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed lighting IC-rated as meeting ASTM E 283.Windows and doors=0.30 cfm/sq.ft.Testing or visual Inspection required. Fireplaces: gasketed doors&outdoor combustion air.Must complete envelope leakage report or visually verify Table 402.4.2. Themwstat& 403.1 At least one thermostat shall be provided for each separate heating and ✓ controls cooling system.Where forced-air furnace Is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.22 All ducts,air handlers,filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers,shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 ! Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit br�alceg • ••�T' 4141... (electric)or shutoff(gas).Circulating system pipes insulatatLV=fl-2 • • .' +accessible manual OFF switch. • . 4141414141 Mechanical 403.5 Homes designed to operate at positive pressure or with and t9bf kN ventilation ventilation systems shall not exceed the minimum ASHRA VZlbyel. No make-up air from attics,crawlspaces,garages or outdoots bbjacent' to pools or spas. 4041:4040: 41 • • ••.• ---- - — - -- • • • 41s 4141 • • •41414141 Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepowe;(1-V4f=1 ' '41 &Spas HP shall have the capability of operating at two or more spdeds. • """ Spas 4141.. and heated pools must have vapor-retardant covers or a licyid c8ver or other means proven to reduce heat loss except if 70%of hedPfrorh site-recovered energy.Off/timer switch required.Gas heaters minimum ' thermal efficiency=78%(820/6 after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached.Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required.Special equipment occasion cooling or heating capacity requires separate system or variable capacity system.Electric heat>j QkW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 6/9/2015 626 PM EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 5 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index,the more efficient the home. 1460 NE 101 Street, Miami Shores, FL, 1. New construction or existing Existing(Projecte 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=4.1 1849.60 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.WA R= ftz 4. Number of Bedrooms 4 d.WA R= ft2 5. Is this a worst case? No 10.Ceiling Types Insulation Area a.Under Attic(Vented) R=30.0 2684.00 ft2 6. Conditioned floor area(ft2) 2684 b.N/A R= ft2 _ z 7. Windows*' Description Area 11.Ducts R R ft2 a. U-Factor: Sgl,U=0.65 535.78 ft2 SHGC: SHGC=0.50 a.Sup:Attic.Ret:Attic,AH:Garage 6 536.8 b. U-Factor: WA ft2 SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: WA ft2 a.Central Unit 60.0 SEER:14.00 SHGC: d. U-Factor: N/A ft2 13.Heating systems kBtu/hr Efficiency SHGC: a.Electric Strip Heat 31.0 COPA.00 Area Weighted Average Overhang Depth: 4.572 ft. Area Weighted Average SHGC: 0.500 8. Floor Types Insulation Area 14.Hot water systems C 50 gallons a.Slab-On-Grade Edge Insulation R=0.0 2684.00 ft2 a.Electric �' b.WA R= ft2 EF:0.92 c.N/A R= ft2 b. Conservation features 000& None ' ' • • 0000 0000•• 15.Credits '•• s •• • None a •••••• •• • •00400 • 000000 • • • •••••• ••a• • • • • 1 certify that this home has complied with the Florida Energy Efficiency Code for Building '•4 4•' �,� ST,�, ":"• Construction through the above energy saving features which will be installed(or exceeded) *a *a .yo 0000 in this home before final inspection. Otherwise,a new EPL Display Card will be completed ••a•• Qi - �' 0:0 based on installed Code compliant features. 000 0 r,u, .' o • •• Builder Signature: Date: + t, - 0 i • Address of New Home: City/FL Zip: �. 0000 0000— CpD�.qq� `Note: This is not a Building Energy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation,contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge®USA-FlaRes2010 Section 405.4.1 Compliant Software Building Input Summary Report PROJECT Title: 1460 NE 101 St Bedrooms: 4 Address Type: Street Address Building Type: User Bathrooms: 0 Lot# Owner: Conditioned Area: 2684 sq.ft. Block/SubDivision: #of Units: 1 Total Stories: 1 PlatBook: Builder Name: Worst Case: No Street: 1460 NE 101 Street Permit Office: Miami Shores Rotate Angle: 0 County: Miami-Dade Jurisdiction: Miami Shores Cross Ventilation: City,State,Zip: Miami Shores, Family Type: Single-family Whole House Fan: FL, New/Existing: Existing(Projected) Terrain: Suburban Year Construct: Shielding: Suburban Comment: CLIMATE Design Design Temp Int Design Temp Heating Design Daily Temp Location Tmy Site 97.5% 2.5% Winter Summer Degree Days Moisture Range FL,Miami FL MIAMI INTL AP 51 90 70 75 149.5 56 Low UTILITY RATES Fuel Unit Utility Name Monthly Fixed Cost $/Unit Electricity kWh Florida Average 0 0.09 Natural Gas Therm Florida Average 0 1.72 Fuel Oil Gallon Florida Default 0 1.1 Propane Gallon Florida Default 0 1.4 SURROUNDINGS Shade Trees Adjacent Buildings Omt Type Height Width Distance Exist Height WicjtR"'• Distance beef •• N None Oft Oft Oft 0f 60 •• : Oft • Oft •� NE None Oft Oft Oft Of`••••• Ott••'•' Oft•••: E None Oft Oft Oft Off,••;•• Oft • 0$ SE None Oft Oft Oft Oft 0000 0% • 0$00" S None Oft Oft Oft 0fr0*600 01'0600 Olj•••• SW None Oft Oft Oft Oft. Oft Ofd 0 0000• •• • 0000 W None Oft Oft Oft 0ft.O•00• Of1'0"0.0 04•••• NW None Oft Oft Oft 0%***** Oft • Oft .• BLOCKS ' ' :..•:• 6000• Number Name Area Volume •• • • ••• • 1 Blockl 2684 21472 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Finished Cooled Heated 1 Main 2684 21472 Yes 1 4 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab-On-Grade Edge Insulation Main 145 ft 0 2684 11112 ____ 0.5 0 0.5 8/9/2015 6:28 PM EnergyGauge®/USRCSB v3.1 Page 1 of 5 Building Input Summary Report ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 2766 ft2 0 ft2 Medium 0.75 No 0.9 No 0 14 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Full attic Vented 300 2684 ft2 N N CEILING # Ceiling Type Space R-Value Area Framing Fraction Truss Type 1 Under Attic() Main 30 2684 ft2 0.11 Wood WALLS Wall orientation below is as entered. Actual orientation is modified by rotate angle shown in"Project"section above. Adjacent Space Cavity Width Height Sheathing Framing Solar Below # Omt o Wall Type R-Value Ft In Ft In Area R-Value Fraction Absor. Grade% 1 S Exterior Concrete Block-Int Insul Main 4.1 57 8 5 479.8 ft2 0 0.3 0 2 N Exterior Concrete Block-Int Insul Main 4.1 40 8 5 336.7 ft2 0 0.3 0 3 W Exterior Concrete Block-Int Insul Main 4.1 45 8 5 378.8 ft2 0 0.3 0 4 E Exterior Concrete Block-Int Insul Main 4.1 35 9 8 5 300.9 ft2 0 0.3 0 5 E Exterior Concrete Block-Int Insul Main 4.1 21 8 5 176.8 ft2 0 0.3 0 6 S Exterior Concrete Block-Int Insul Main 4.1 21 8 5 176.8 ft2 0 0.3 0 DOORS 0 0 0 0 • Wi9tr• • Height • # Omt Door Type Space Storms U-Value Ft Ino Ft• JR a Area 0 0 goes •.•••• 1 Wood Main None .2 .1 .1 .1 2 goes • • WINDOWS .0.00 0 0000 0 00.00 0000.. •. . 00000 Wall Overhang • • • • # Ornt ID Frame Panes NFRC U-Factor SHGC Storm Area Depth Sepa�allon*Interior Sgade Screening; 1 S 6 Metal Single(Clear) Yes 0.65 0.5 N 106.7 ft2 2 ft 6 in 0 ft Q in • prapes/plinds. Nq%e.• 2 S 1 Metal Single Clear Yes 0.65 0.5 N 193.3 ft2 7 ft 0 in 0 ft 6 in •Dr o o o 9 (Clear) � � � apes �inds None •�� 3 S 1 Metal Single(Clear) Yes 0.65 0.5 N 53.3 ft2 7 ft 0 in 0 ft0 m Urapes/pftr og: Ndne • 4 N 2 Metal Single(Clear) Yes 0.65 0.5 N 75.8 ft2 2 ft 6 in 0 ft 0 in Drapes/blinds 0 None 5 N 2 Metal Single(Clear) Yes 0.65 0.5 N 30.3 ft2 2 ft 6 in 0 ft 0 in Drapes/blinds None 6 W 3 Metal Single(Clear) Yes 0.65 0.5 N 18.4 ft2 2 ft 6 in 0 ft 0 in Drapes/blinds None 7 W 3 Metal Single(Clear) Yes 0.65 0.5 N 5.0 ft2 2 ft 6 in 0 ft 0 in Drapes/blinds None 8 W 3 Metal Single(Clear) Yes 0.65 0.5 N 9.8 ft2 2 ft 6 in 0 ft 0 in Drapes/blinds None 9 E 4 Metal Single(Clear) Yes 0.65 0.5 N 9.8 ft2 2 ft 6 in 0 ft 0 in Drapes/blinds None 10 E 5 Metal Single(Clear) Yes 0.65 0.5 N 33.3 ft2 2 ft 6 in 0 ft 0 in Drapes/blinds None 8/9/2015 6:28 PM EnergyGauge®/USRCSB v3.1 Page 2 of 5 Building Input Summary Report INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 Space(s) 1 Wholehouse Best Guess .0005 3520.1 193.25 363.43 .345 9.8363 All GARAGE # Floor Area Roof Area Exposed Wall Perimeter _ Avg.Wall Height Exposed Wall Insulation 1 485.98 ft2 485.98 ft2 64 ft 8 ft invalid MASS Mass Type Area Thickness Furniture Fraction _ Space No Added Mass 0 ft2 0 ft 0.3 Main HEATING SYSTEM # System Type Subtype Efficiency Capacity -----Geothermal HeatPump------- Ducts Block Entry Power Volt. Curr 1 Electric Strip Heat None COPA 31 kBtu/hr 0 0 0 s s#1 1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Ducts Block 1 Central Unit Split SEER:14 60 kBtu/hr 1800 cfm 0.75 s s#1 1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Credits 1 Electric None Garage 0.92 50 gal 70 gal 120 deg None SOLAR HOT WATER •••• Collector Surface Absorp. Trans Tank Tank ••'bank• Hea!• •P V Purn p Collector Type Tilt Azimuth Area Loss Coef. Prod. Corr. Volume U-Value a9urWea Exch%f4 Pumped .Energy • • DUCTS .... . ..... DUCT ----Supply-------- -------Return-------- Air CFM 25H)(4Q6#0• # Location R-Value Area Location Area Number Leakage Type Handler TOT .,Qyj. QN FJLF Heat CoDI' 1 Attic 6 536.8 ft2 Attic 134.2 ft2 1 Default Leaka a Garage Default)*(Defaukl ;..•;. 1 "i"" TEMPERATURES :00•'• Programable Thermostat:None Ceiling Fans: N CoolingJan Feb Mar Apr May Jun rX�Jul Auge Oct ( �Nov r Dec HeatinJan Feb Mar E Apr f May f Jun [ ]Jul f Au4 Sep E Oct [X]Nov [X]Dec VentingJan Feb Mar [X]A r [ May [ Jun [[[ ll]Jul [ Aug [ Se [X]Oct [[[XXX]]]Nov [[[ ll]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 - 78— -- 78 78 - --78 — 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 8/9/2015 6:28 PM EnergyGauge®/USRCSB v3.1 Page 3 of 5 Building Input Summary Report APPLIANCES& LIGHTING Appliance Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Ceiling Fans(Summer) AM 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.33 0.33 0.33 0.33 0.33 %Released: 100 PM 0.33 0.33 0.33 0.33 0.33 1 0.9 0.9 0.9 0.9 0.9 0.65 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Clothes Washer AM 0.105 0.081 0.047 0.047 0.081 0.128 0.256 0.57 0.849 1 0.977 0.872 %Released: 60 PM 0.779 0.698 0.605 0.57 0.581 0.57 0.57 0.57 0.57 0.488 0.43 0.198 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dishwasher AM 0.139 0.05 0.028 0.024 0.029 0.09 0.169 0.303 0.541 0.594 0.502 0.443 %Released: 60 PM 0.377 0.396 0.335 0.323 0.344 0.448 0.791 1 0.8 0.597 0.383 0.281 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Dryer AM 0.2 0.1 0.05 0.05 0.05 0.075 0.2 0.375 0.5 0.8 0.95 1 %Released: 10 PM 0.875 0.85 0.8 0.625 0.625 0.6 0.575 0.55 0.625 0.7 0.65 0.375 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Lighting AM 0.16 0.15 0.16 0.18 0.23 0.45 0.4 0.26 0.19 0.16 0.12 0.11 %Released: 90 PM 0.16 0.17 0.25 0.27 0.34 0.55 0.55 0.88 1 0.86 0.51 0.28 Annual Use: 2602 kWh/Yr Peak Value: 850 Watts Miscellaneous AM 0.48 0.47 0.47 0.47 0.47 0.47 0.64 0.71 0.67 0.61 0.55 0.53 %Released: 90 PM 0.52 0.5 0.5 0.5 0.59 0.73 0.79 0.99 1 0.96 0.77 0.55 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Pool Pump AM 0 0 0 0 0 0 0 0 0 1 1 1 %Released: 0 PM 1 1 1 1 0 0 0 0 0 0 0 0 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Range AM 0.057 0.057 0.057 0.057 0.057 0.114 0.171 0.286 0.343 0.343 0.343 0.4 %Released: 100 PM 0.457 0.343 0.286 0.4 0.571 1 0.857 0.429 0.286 0.229 0.171 0.114 Annual Use: 0 kWh/Yr Peak Value: 0 Watts Refrigeration AM 0.85 0.78 0.75 0.73 0.73 0.73 0.75 0.75 •0.8 • 0.8 0000.8 400•• %Released: 100 PM 0.88 0.85 0.85 0.83 0.88 0.95 1 0.98 •A.05 ! 0.93 •• 9.9 0.85•• Annual Use: 775 kWh/Yr Peak Value: 140 Watts 0 0.0.0 .•o... *090:4 Well Pump AM 0.05 0.05 0.05 0.05 0.05 0.05 0.1 0.1 •t'1•.. 0.1 .0.1 P., .. %Released: 0 PM 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 01)0166. 0.1 ;••0 Q 10.1 Annual Use: 0 kWh/Yr Peak Value: 0 Watts •••• • 0#000 CLOTHES WASHERS """ •' • ••.•• .. .. •. . 0000. ID Type Screen Location Capacity Make Model";'$chedule ' LoadsPerYr '. 1 1 Main Default New Main 2.847 • ilERS20 (invalid) 0 6816 a few- CLOTHES DRYERS • • ID Type Screen Location Capacity Fuel Type Make Model Schedule LoadsPerYr 1 Dryers Default New Main Electricity DISHWASHERS ID Type Screen Location Capacity Vintage Make Model Schedule kWhPerYr 1 Dishwash Default New Main 12 2004 or N HERS201 372 8/9/2015 6:28 PM EnergyGauge®/USRCSB v3.1 Page 4 of 5 Building Input Summary Report RANGE OVEN ID Type Screen Location Type Fueitype Make Model Cooktop Oven 1 Ranges Default New Main CooktopOven C Electric Electric FI Not Conv MISC ELECTRICAL LOADS ID Type Screen Item Quantity Catagory Operating Location Schedule Off Standby 1 Misc Elec Simple Default 1 1 Main HERS201 1 • 00 0 •• •• •• • •••••• • 8/9/2015 6:28 PM EnergyGauge®/USRCSB v3.1 Page 5 of 5 0 FU.S.DEPARTMENT OF E09MLEMERGENCY OSECURITY ELEVATION CERTIFICATE MANAGEMENT ACY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION tNSURACOMPANY USE Al. Building Owner's Name:BAY CONSTRUCTION DEVELOPMENT,LLC. Policy Number A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Cody NAtt~#ltimtbei ", r 1460 N.E.101STSTREET City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) LOT 9 BLK 1 OF REPLAT OF TRACT A OF MIAMI SHORES BAY PARK ESTATES PB 56 AT PAGE 86 FOLIO 11-3205-024-0050 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.25°45'09" Long.-80°21'61" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosures) 2.432 sq ft a) Square footage of attached garage 412 sq ft b) Number of permanent flood openings in the crawispace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 9 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 1.872 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State VILLAGE OF MIAMI SHORES 120652 MIAMI-DADE FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO483 L 9/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 8/11/2009 AE 10.00 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes ® No Designation Date:NIA ❑ CBRS ❑ OPA SECTION C-BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,V1 V30,V(with BFE),AR,ARIA,ARAE,AR/A1-430,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized_R& EL0L(10.02 FTI Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑NAVD 1988 ❑Other/Source:N/A Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 6_45 ®feet ❑meters b)Top of the next higher floor 9.23 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A ®feet ❑meters d)Attached garage(top of slab) 6.59 N feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 6.886 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 6_6 ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 6_8 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support /NA ®feet ❑meters SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information.I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. X Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? X Yes ❑ No r , s Certifiers Name ED PINO License Number 6771 Title PRESIDENT Company Name AMERICAN SERVICES OF MIAMI,CORP. Address 9370 SW 7e ST.,SUITE A-102 City MIAMI State FL ZIP Code 33173 Signature Date February 24,2015 Telephone 305-598-5101 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION GERTIFIGATE, page Z 4 IMPORTANT;In these spaces,copy the cormsponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number 1460 N.E.101ST STREET City MIAMI SHORES State FLORIDA ZIP Code 33138 Company NAIC Number. SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION(CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments HIGHTEST CROWN OF THE ROAD ELEVATION 5.72 FEET(NGVD 1929) -SHOWN LATITUDE&LONGITUDE WERE OBTAINED WITH A HAND HELD GPS UNIT. -SHOWN ELEV.FOR SHOWN ON C2(e)IS THE ELEV.OF THE LOWEST AIR CONDITIONER HOLDING STRUCTURE Signature -4-- Date February 24,2015 SECTION E-BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED)FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items E1-E5.If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A,B, and C.For Items E1-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only,enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4-G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Oocupancy Issued G7. This permit has been issued for. ❑New Construction ❑Substantial Improvement G8. Elevation of as-built lowest floor(including basement)of the building: ❑feet ❑meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑meters Datum G10.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments 171 Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 3 Building Photographs See Instructions for Item A6. IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit,Suite,and/or Bldg.No.)or P.O. Route and Box No. Policy Number: 1460 N.E. 101sT STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. FRONT VIEW(2/19/2015) SIDE VIEW 2/19/2015) r AI REAR VIEW(2/19/2015) .�'R y r_P � �•. �aTa _ 119 ggM G Y y s FEMA Form 086-0-33 (7/12) Replaces all previous editions. Miami Shores Village ��' � �i�'jlz� ,�, Building Department MAY 2 6 2 15 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 A � FSC 20 a) BUILDING Master Permit No. 2s -7 PERMIT APPLICATION Sub Permit No. °BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL F-1 PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: IV60 �� City: Miami Shores �+ County Miami Dade Zip: ��I -38 Folio/Parcel#: // 2®.7— ®��" � 0 is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): % C6f – Ze P one#: Address: 6�0( r City: State: Zip: Tenant/Lessee Name: Phone#: 0 Email: ® l 'Z a CONTRACTOR:Company Name: .1 Phone#: Address: City: State, Qualifier Name: Phone#• State Certification or Registration#: < �eificate of Competency DESIGNER:Architect/Engineer: 3j Phone#: Address: City: State Zip: Value of Work for this Permit:$ �C �� Square/Linear Footage of Work: eqLi 3 Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ /Re lace Re air P ' p ❑ Demolition Description of Work: /) Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) 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 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 an a r ' spection fee will be charged. Signature Signature CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20Z by day of 20 by UY4 i�e who is personally known to ,who is personally known to me or who has produced. K4,y'Li as me or who has produced as identificatio nd who did take an oath. identification and who did take an oath. NOTARY BIC: NOTARY PUBLIC: Sign.• Sign: Print Print: MynLAWN allilgOAL Seal: Seal: Notary Public,State of Florida Commission#FF 205320 My comm.expires Mar.3, 2019 ************************************************************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Permit No. RG-5-15-'1257 Miami Shores Village Permit Type:Residential Construction p 4� 10050 N.E.2nd Avenue NE s Work Classification:Alteration �PerMiami Shores,FL 33138-0000 Permit Status:APPROVED �e Phone: (305)795-2204 OR issue oate:101512015 Expiration: 04/02/2016 Project Address Parcel Number Applicant 1460 NE 101 Street 1132050240050 BAY CONSTRUCTION $DEVEL( Miami Shores, FL Block: Lot: Owner Information Address Phone Cell BAY CONSTRUCTION& 201 S BISCAYNE Boulevard (305)898-7882 -- - -- -- - - MIAMI FL 33131- 201 S BISCAYNE Boulevard MIAMI FL 33131- .. ... _....__. _ ._ ... _.. .... . . ._. Contractor(s) Phone Cell Phone $ 171,295.00 Valuation: AMENGUAL ELECTRIC INC Total Sq Feet: 2435 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:INTERIOR RENOVATION Occupancy:Single Family Framing Stories: Exterior: Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Electrical Bond Return: Classification:Residential Review ElectricalReview Electrical Fees Due AmountPay Date Pay Type Amt Paid Amt Due Review Building Bond Type-Contractors Bond $500.00 Review Building CCF Invoice# RC-5-15-55714 Review Building $103.20 10/05/2015 Check#: 1416 $6,121.23 $360.00 COiCC Fee $50.0o Review Building DBPR Fee $77.09 05/27/2015 Check#: 1329 $360.00 $0.00 Review Building DCA Fee $77.09 Bond#:2861 Review Building Education Surcharge $34.40 Review Plumbing Miscellaneous Fee $200.00 Review Plumbing Permit Fee $5,138.85 Review Plumbing Plan Review Fee(Engineer) $160.00 Review Plumbing Scanning Fee $3.00 Review Mechanical Technology Fee $137.60 Review Mechanical Total: $6,481.23 Review Structural 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 responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,Pl LIMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. i OWNERS AFFIQAVFI`-`T-c59tJV that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a(--zoning, Futr7,_1authori z the above-named contractor to do the work stated. October 05, 2015 Autho ' ed Signatur :Owner / Appl nt ! Contractor / Agent Date Building Department y October 05,2015 1