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RC-15-946 77, pal R *INA I to 4 Mpg Re AM MAI -WO, sit 1 014 `x3 aysS syj R Win ig W- MON EMMA. M-0 wT--W-wm. AMR- Do IS, id LOi*l� ...........--------- ............ Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 inspection Number: INSP-253795 Permit Number: RC-4-15-946, Inspection Date: March 01,2016 Permit Type: Residential Construction Inspector: Dacquisto, David Inspection Type: Survey Final Owner: PINO,ALEJANDRO Work Classification: Addition Job Address:8105 NE 5 Avenue Miami Shores, FL 33138- Phone Number (305)302-5770 Parcel Number 1132060141210 Project: <NONE> Contractor: G.P. BUILDERS, INC Phone: (305)397-8590 Building Department Comments ADDITION- 1 BEDROOM AND 2 PARK GARAGE Infractio Passed Comments REPLACING 9 DOORS 12 WINDOWS INSPECTOR COMMENTS False Inspector Comments Passed II Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspections please call: (305)762-4948 March 01,2016 Page 1 of 1 • i CTIRECORDPOST ON SIT Permit NO. RC-4-15-946 Miami Shores Village 7 --- -r - � �conshuctlon 10050 N.E.2nd Avenue uu Miami Shores,FL 33138-0000 �f 'rSiCa :AtiditicNl ' Phone: (305)795-2204 Fax: (305)756-6972 Expires:• Issue Date:6/1/2015 . 11/28/2015 r. ;,. INSPECTION REQUESTS: (305)762-4949 or Log on at https:/Mdg.miamishoresvillage.com(cap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day Inspections. Residential Construction Parcel #:1132060141210 Owasees Name:ALEJANDRO PING ^_ Owner's Phone: (305)302-5770 A` Job Address: 1105 NE 5 Avenue Total Square Feet: 800 a Shnres FL 331 Warn* ' 3 Bond Number: Total Job Valuation: $ 100,000.00 WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:0013M.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. G.P. BUILDERS, INC (305)397-8590 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING `- INSPECTIONS DONE ON FRIDAY. s umo kl F CC t L lu"AMAUGIED SIDEWALKS REPLACEDMUST BE PRIORTO FINAL N,;7)INSPECTION WILL BE MADE UNLESS THE_REgMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPON�SIS&WI-46 E $P,RE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER 1 HE BUil.D'.NG OFFICIAL NOR AAE CITY SHALL B IABLE�OR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. , %'YARNING TO OWNER: YOUPn.e. FAILURE TO RECORD A.... ,NOTICE OF (','OMMENCEMENT MAY RESULT ,Ih1 YOUR PAYING,, n ICE FOR 'IMPROVEMENTS T(W�, YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIR VSPECTION. IF You INTEND TO OBTAIN FINANCING.. CONSULT WITH YOUR LENDER OR AN , 17QRNEY BEFORE COMMENCiNG"A 'ORK OR REC.ORDII9G YOUR NOTICE OF C(;*1 IIE.NCEMENT, INS ORD INSPECTION DATE: t tN5PECTtON ' °' DA INSP INSPECTION I Q—I—NSP'� Foundation ' Zoning Final �a Stemwalt Slab ZONING COMMENTS Rough ��'� Water Service Columns 1st Lift -e 2ndRough Columns 2nd Top Outp Tie Beam Fire S inklers Truss/Rafters-7 *!*� Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains Windows/DoorsELEG-rRICAL Gas Interior Framing NSI3 TION. E NSP LP Tank insulation , Pdi" Well CeilLng Grid, D` tem orar Lawn S rinklets Drywall Mein Drain Firewall 'tioa Di i3ond Pool P# to Wire Lath Pool"W+etfliche Back�owPre�rerttor RI--i Pool Steel a�nde o Interceptor Pool Deck FooterCr ; CatchBasins Final Pool SM Condensate Drains Final Fence Wal!Rou h S.Final- Screen Enclosure CeUin Driveway R PLUMBING COMMENTS Driveway,Base Tete hone Rou h Tin Cap Tele twine Final f in Progress TV Rou h lVK6p in Progress TV Final Final Roof CablePb ; Shutters Attact7meUt Cable Final Final Shutters antorc�om.R ` Rails and Guardral's Intercom Final ADA com lieneeFou / INSPECTION DATE 1NSP Is-, Final Underground Pipe DOCUMENTS, Fire Alarm Ftou h Sbi! BearingC _ Fire Alarm Final Rou Ge rt rvice Work 1N FI Jnr Ele00, vation.-— Ventilation Rc h' Rc�#nf Unit Mks Gert EL I .C{ pE }TS Hoer! dough I u—la i Cate, t'r ssure Ttst s ofSure �' Final Hood Final Suwey Final Ventilation _ Truss;,ertification Final Pool Heater* STRUIOTtWAL COMMENTS.' Final Vacuum ICAL COMMENTS INSPECTIONV s -.�- DATA; —_ Fit► Alarm — e sm OC E1_.ECTRICAi._ it= 7,11 -il,I€ A Emii;:_ A _ +may -an • cies`-1tu :,1�. c arc, a'a� a -- - �?-: _ MECHANICAL ANIC;Rd. • spa a r. .r� /i, �� ydy�':�'.,dem�, �d� y� $9 _ ��.%.1.+%.� � � � �11:i� pw �l.�tJ" ItT@�, E '4� •,: a a,. .8 - a::. •le.�. g��uss��:l�•fig _.�.��'� r i.��I. 7:. t,s� • s amom �_ �llil9D!_L=fes...._ :vim � '�i �.�S '�' �� •a.r '° •: s a• $ BAN= S251 1 e: - RIRIE an lll� f-i'v�;,it ....y.+,yswwrn•�r U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FiEDERAL EMERGENCY MANAGEMENT AGENCY 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 tNRAhfMF+ATdY t1S , Al. Building Owner's Name: Alejandro Pino,Katrina Silva PlyN mber. 1,00 A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 9105 NE e Avenue City Miami Shores State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lots 7 and 8,Block 58 MIAMI SHORES SECTION 2(PB 10-PG 37)Folio#11-3206-014-1210 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat.25°51'32.8"N Long. 080*11'13.1"W F<" Horizontal Datum: ❑ NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insuratapp. AT Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For aVAding with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage 430 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade N/A within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b N/A 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 Bl.NFIP Community Name&Community Number B2.County Name B3.State Miami Shores,Village of-120652 Miami-Dade FL B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO306 L 9/11/2009 Effective/Revised Date Zone(s) AO,use base flood depth) 9/11/2009 X N/A 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 B9: ® 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,AR/A,ARAE,AR/Al-A30,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:SEE COMMENTS Vertical Datum: NGVD-1929 Indicate elevation datum used for the elevations in items a)through h)below. ® NGVD 1929 El NAVD 1988 0 Other/Source. 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) 11.2 ®feet ❑meters b)Top of the next higher floor NIA ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) NIA ®feet ❑meters d)Attached garage(top of slab) 9_3 ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building 9_6 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 9_1 10 feet ❑meters g) Highest adjacent(finished)grade next to building(HAG) 9_4 ®feet ❑meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support 9_4 ®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. 1 understand that any false statement may be punishable by rine or imprisonment under 18 U.S.Code,Section 1009. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by aLA ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No Certifier's Name Thomas Brownell License Number 2891 E Title Professional Land Surveyor Company Name ER Brownell&Associates,Inc. LS#2891 Address 2525 SW 27 Avenu Suite 100 City Miami State FL ZIP Code 33133 01-26-2016 Signature a -26-2016 Telephone (305)860-3866 FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. GLGYM11V11 VGI%1 U-MoptI G, PaWCS G IMPORTANT: In these spaces, copy the corresponding Information from Section A FOR:fNStfL Af 21 'ANyaUSE , Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy NUmba 9105 NE 5th Avenue City Miami Shores State FL ZIP Code 33138 Company NAiC Nuri 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 Job No.57979-Elevations are based on Miami-Dade County Benchmark A 400,the same being a brass disk set vertically in the South face of Bank of America building#9190,located at 164 feet Northeast of the centerline of NE 91st St.and 74 feet Northwest of the centerline of Biscayne Blvd., elevation 14.75 feet.A5 Latitude and Longitude was obtained using Google Earth;A8 Note there are 10 openings to the crawl space,not flood vents as defined,BFE N/A;C2e)Elevation of co rete pad for Air Conditioner located on the East side of the house,adjacent to the garage.The highest crown of road opposite the house is 9.3 feet Signature Date ® -U11,0 ®A SECTION E—BUILDIN 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,crawispace,or enclosure)is ❑feet ❑meters ❑above or❑below the HAG. b)Top of bottom floor(including basement,crawispace,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(seepages 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/Occupancy 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 ®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: 9105 NE 5`"Avenue 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. =k sffu Front View(West side)2/09/2016 r Side View (South side) 2/09/2016 FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs Continuation Page 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: 9105 NE 5th Avenue City Miami Shores State FL ZIP Code 33138 Company NAIC Number: If submitting more photographs than will fit on the preceding page, affix the additional photographs below. 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. ill , u Rear View (East side)2/09/2016 R VJ � !y T ate" Side View(Northeast corner of garage) 2/09/2016 FEMA Form 086-0-33(7/12) Replaces all previous editions. BUILDING dt ZONING DEPARTMENT 111 N.W.FIRST STREET SUITE 1014 MAK FLORIDA 33128-1974 (305)375-250 La 1NSULATIOId CER'TIk`ICATE BUILDING PMUM NO.: PROJECT NAME: JOB ADDRESS: STATEMII;N'P OF COMMM AR CR: We,the hereby cmMy VW tha MMMAL RMATION has boon Judalled in the above referenced pro}eco m compliffince with the laid edrtm oftla STATE OF FLO=&ENERGY CQD11. the APPROVED ENERGY CALCULATIONS.and PleM and in acct with good con&ucd n practice. Ile Wakdon fmaislad and metalled has*e doadmsbm slower below 1).Extuior CBS Walls Insulation: R (M-):NUUmb ,e,4&,sa .6a yip Thicimesm .Jl r incds es);Doty: ib a Mfgr: 2).EUmiorFrame/Metal Stud Walls:R (Min.):hbt ial: Tbic h(esx Deny: ib Mac: 3).Exterior solid comp walls:R 4r - (Mm.):Molal: eK!D gk2j tW - Thiess:Ay 61 - inch(es);D=9!3r- &ft Mfgr 4).Interior wallssVwitmg A/C from non-A/C Rmu ink:R. Mme: ' : hmWesk Dowdy Wft 5). FAMILY HWW2M&9QHMRXJGnW ONLY,The COAM-NftItY)walls Separamg di bmd tmam shall be insulated as foitows:FRAM8M L STUD WALLS R 11(MII�I):CBS err Conceals M&R--3( W by ftM Caft muhmm&L See ENERGY CODE Rev. 1/87,pmmgrgh 9032(b), on page 9-17,Idea effiflom Mum`5 phi mom leers aftmbdar,are not included in the Easy Calaile,but shall be installed in*e Bel& 6).Above deck type ROOF INSULATION:R (Adie.)Huish Thiess: inc kesk Dmdty: bft Adfglr 7).Ceiling insuJud r R 3 D (Min.);Matmiah Aaq,&A Thidmess' �/2-. inWesx Denshr. Hf&.Adfgr:. 8).NOTRDemides pf speayed-on,loose fill,or nay other composed-de hmisition siwll be fim MY(AM)avmage ofthree(3)`DRY SAMPLES" actid' PPL Installed by:C&F IL1t; LATION Taal Co +lam C am err Simco Insulation ConUactor CC#: 16643 _Certifted on.-©,� 2 s~- /i_ Damn O.CJBuildw. CoMpayr ac s S Bm1ding Com CC# Cmtified on: Dere { 1 Si•'I2�'I SPC SERVICES LLC P.O. Box 452933 Miami, Florida 33245-2933 (305)505-9113 (786) 234-5861 Email: information@spcservicesUc.com Website:www.spcse,,vicesUc.com Notice of Preventative Treatments for Termites Invoice#: 9 1 05NE5AVE-0 116 Invoice Date: 1/28/2016 Customer ID: 9105NE5AVE-0116 auk You For Your Buslum Billing Information Address of Treatment or Lot/Block of Treatment G.P.Builders Inc 9105 NE 5 Avenue c/o Guillermo Pino Email:880 o@belStreetlsouth.net Florida 33143 Miami Shores, Florida 33138-3140 Requested By:786-280-6955-Pedro Landers Date Order Number Technician Time of Service Terms 112812016 9105A MRVE--0116 Cirilo Gonzalez 12:00 PM Cash/Check/MO Description Unit Price Total Preventative Termite Soil Treatment $200.00 $200.00 Folio # 11-3206-014-1210 Subtotal(Gross) $200.00 Tax Subtotal(Net) $200.00 Amount Paid Balance Due $200.00 Big Enough To Meet Your Needs ... Small Enough To Give Personalized Attention g -- NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES b (AS REQUIRED BY FLORIDA BUILDING CODE (FBC 104 . 2 . 6 r SPC SERVICES LLC L ADDRESS OF TREATMENT OR LOT / BLOCK OF TREATMENT I 9105 NE S Avenue;Miami Shores,Florida 33138-3140 1/28/2016 12:00 PM Compressor Sprayer Date Time Applicator Termidor Fipronil 80 Product Used Chemical Used(active ingredient) Number of Gallons Applied 0.06 % 200 Percent Concentration Area Treated(square feet) Linear Feet Treated Soil Treatment—FOLIO# 11-3206-014-1210—SLAB Stage of Treatment(Horizontal,Vertical,Adjoining Slab,Retreat of Disturbed Area) As per 104.2.6—If soil chemical barrier method for termite prevention is used, CORPORATE SEAT, final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the protection of subterrane- an termites.Treatment is in accordance with rules and laws established by the Fl epart en f Agriculture and Consumer Services. this ce is final or tre tment, initial and date line below. State Of Florida 1/28/2016 J3223017 SPC SERVICES LLC-305-505-8113—INFORMATION@SPCSERVICESLLC.COM 1 NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES (AS REQUIRED BY FLORIDA BUILDING CODE (FBC 104 . 2 . 6) VI r SPC SERVICES LLC ADDRESS OF TREATMENT OR LOT / BLOCK OF TREATMENT 9108 NE 5 Avenue;Miami Shores,Florida 33138-3140 6/10/2015 1:00 PM Compressor Sprayer Date Time Applicator Termidor Fipronil 60 Product Used Chemical Used(active ingredient) Number of Gallons Applied 0.06 % 600 Percent Concentration Area Treated(square feet) Linear Feet Treated Soil Treatment—FOLIO# 11-3206-0141210—SLAB Stage of Treatment(Horizontal,Vertical,Adjoining Slab,Retreat of Disturbed Area) As per 104.2.6—If soil chemical barrier method for termite prevention is used, CORPORATE SEAL final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the protection of subterrane- an termites.Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. H this notice is for final exterior treatment,initial and date line below. 6/10/2015 Stae�ofFioriaa � y { • SPC SERVICES LLC-305-505-9113-INFORMATION@SPCSERVICESLLC.COM M !T � ►F 'y . 1 V. 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Dry Density: • . Optimum Moisture: 13.3 Natural Moisture: % IN P ®■■■■■■■■■■■■■■■■■■■■■■ ■e©©e©e■emmmm®m®mmmmmmmmmmmmmmo®®®o®m®mmme +. DIVISION OF • Environmental Health �Q Florida Department of Health ® Miami-Dade County Health DepartmentId Q� OSTDSIWell Division ��ll 1IM SW 26 St. Miami,FL 33175 Inspector „ cb=g= Date fV11,L2Q j5 Address OSTDS# � Comments: 28pfic M atam Signature s /s--9?01'� Ruben Juan Pujol /C-) Architects P.A. AR4001.0459 12237 SW 204 Terrace Miami,Fl. 33177 (305) 232 2155 June 8 2015 Miami Shores Village 10050 N.E..2nd Avenue Miami Shores,Florida 33138 Atte. Building Official Reference :Residence of Alejandro Pino&Katrina Silva 9105 N.E. 5th Avenue. Miami Shores Florida,33138 Permit No:RC4-15-946 Dear Building Official This is to certify that after visual inspection of trench dig for footings for this residence,to the best of my professional knowledge and believe,the soil encountered is undisturbed sand adequate to support proposed structure as stated in soil statement in approved plans. 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F .. ....r..........._.:..s.:..-,...:.,.,,.f.:.<.'s_...+.:.:... ,..h �.«..e s... ..h s :, mom �b .�....._...... .... .v n.:...:1.. .. ,. ....... .L{f i FY.�{. w.._::,.,::.._.J dri�:e�::7.a9: •��i':S �c,+ ��tt�J�::zw..errar<;+.;::..,:..._..s".:.,:&.'.n:�.'tr�Er �<.�{.�t,$rsa�;r.J's�`asas �E:x1t<...:•,r,.n__...v.,w:..:_.:,!<:...,,.r...._:....,.!:rc e.>.sx�zs..�e.'.r�i, Y�.>_.___w...z......a.kcx's..fr.,x..i NORTH EAST CORNER OF RESIDENTIAL HOME ROOM AMMON © •. •. • I• • I •t • . • © 1. . ®�® rydry .€yzfi'µ. a J 7 �•�- tl id �7 (,�s.3 ��fY` :Y•}'AF D '• 4 - 9. 1,+1 - l.Sf 'YFYVY �.� b P> 111'1.,.'. 1 zaE�zti, �„�f�•`��,$�JI z� a �,� 3b�,{� �h5 �a<F ai.�-�ishYtfzr...:rSaK, �n�Y., .�,x[+u..hx..�, -. a'P 5. ,;k''3f�E t.. '.zSk ��.•".�..�:sm.1. .a-�S :<aF:-,;<,�, ,z-. ,s,:,�...4t-,s�.,�!a'�.#,..Y � 6'. • gig iProject No.: 15-0145 Date: 06.09.2015 Client No.: 15-0145 Tested By: Larry 'Project Name: Residential Home Addition Project Location: 9105 NE 5th Ave Project City &State: Miami Shores, FL Sample Method: D-1557 PSIF: Proctor No.: 14829 Max. Dry Density: 106.4 ■■■■■■■■■■■■■■■■ MEN Natural Moisture: % ■■■■■■■■■■■■■■■■■■■■■■■ ■■■&■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■©©■©■©■■mm®®m®mmmmm®©®m®m®mmm®®®�®�®�mm■ SPC SERVICES LLC P.O. Box 452933 Miami, Florida 33245-2933 (305)505-9113 (786) 234-5861 Email: information@spcservicesllc.com Website:www.spcseMcesUc.com Notice of Preventative Treatments for Termites Invoice#:9105NEBAVE-0615 Invoice Date: 6/10/2015 Customer ID: 9105NESAVE-0615 Thank You For Your Busluemn Billing Information Address of Treatment or Lot 0 Block of Treatment G.P. Builders Inc 9105 NE 5 Avenue c/o Guillermo Pino gpino@bellsouth.net sStreet;Miami,Florida 33143 Email::4985SMiami Shores Florida 33138-3140 Email: Requested By:786-280-6955-Pedro Landera Date Order Number Technician Time of Service Terms 6/10/2015 9105NE5AVE--0615 Cirilo Gonzalez 1:00 PM Cash/Check/MO Description Unit Price Total Preventative Termite Soil Treatment $200.00 $200.00 Folio # 11-3206-014-1210 Subtotal(Gross) $200.00 Tax Subtotal(Net) $200.00 Amount Paid Balance Due $200.00 Big Enough To Meet Your Needs ... Small Enough To Give Personalized Attention NOTICE OF PREVENTATIVE TREATMENTS FOR TERMITES (AS REQUIRED BY FLORIDA BUILDING CODE (FBC 104 . 2 . 6 SPC SERVICES LLC ADDRESS OF TREATMENT OR LOT / BLOCS OF TREATMENT 9105 NE S Avenue;Miami Shores Florida 33138-3140 6/10/2015 1:00 PM Compressor Sprayer Date Time Applicator Termidor Fipronil 60 Product Used Chemical Used(active ingredient) Number of Gallons Applied 0.06 % 600 Percent Concentration Area Treated(square feet) Linear Feet Treated Soil Treatment—FOLIO# 11-3206-014-1210—SLAB Stage of Treatment(Horizontal,Vertical,Adjoining Slab,Retreat of Disturbed Area) As per 104.2.6—If soil chemical barrier method for termite prevention is used, CORPORATE SERI, final exterior treatment shall be completed prior to final building approval. The building has received a complete treatment for the protection of subterrane- an termites.Treatment is in accordance with rules and laws established by the k Florida Department of Agriculture and Consumer Services. If this notice is for final exterior treatment, initial and date line below. j State Of norWa b" 6/10/2015 JB223017 SPC SERVICES LLC-305-505-9113—INFORMATION@SPCSERVICESLLC.COM t US South Engineering & Tasting Laboratory, Inc. 14345 Commerce Way, Miami, FL33016 Pho n e: 305.668.2588 1 Fax: 305.362.4669 Tested by:Larry DATE: 06.10.2015 PROJ No.:#15-0145 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) CLIENT: GP Builders PROJECT: Residential Home Addition 4985 Davis Road 9105 NE 5th Ave Miami,FL 33143 Miami Shores, Florida I _ to m,�.,n N.a e;n v t•,;r t Gi''F .,.4 xn-, a,(., 1°7"'", v. 1.:r�a, r.':2ic�u'r'nlrt,.t- �, ."F4'a+'1'?S9( +';bJ rr a7o-F 5 r.r�Y S ;�T{, Ga9�,f "✓'ri)?' l7Y'�{�{^',..�rP f a} Nary ur�nYFi F�'{,T' Nay r�i n f { � .r .�„ ir,� j�,:{,� > c a } ! ,r}j �ar 7t�, •1 n'�n"1�'r� 1 i r�',..f �,ql' ,Y + Gp v r �lJ �eul 4�yr A4. ;d:1iw:ul�;V Giah.�;'NG 1, rr , { v',ni'il•'Za�' .G414 r. . ,na.¢+, '. mrX �G�v ak ? 1I f:t;ia'e�o ' n3rGF' 5u�': � 1. f ;u4,�?G. ry�'�,va;. ru: r1 !N2Y br v�-L.1!�PRw - WR a ✓•7'.YK: ;,(.l�r �y.. 5',n ,r't;(;+" v_.,+W ml^S^,'S En�o';.':•✓Y♦✓{({ivrr✓.wkT*^�.�r�'.yFx��K�t..�W.a'�.a,-i4'�,��1^.j,:r'L�n+,A..i'G rr�'G(';,`,e^'R'YF{:•t"�.Y;a•ye•,i., u' v,rI, vy�e.Milli ,Y' ��"n,�'a�i97€✓'�' :t �'�l' ^"T>F{*!��.:r .'fi'v�w.�ry -+tlr }"s�.�r* , s , LSt rtr.5�,^ ,t^�'a+.rtYl .'Af"�G",s .U7. .: b \ M/;a, 14829 LIGHT BEIGE SAND WITH TRACE OF ROCK 106.4 13.4 FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71 .:�G' 4+Y G9.v G,x�7S i +t fir., r h rx'• � u ;tr� r :n'rq' ''��7,ii. fGC�"7e 7 S'-r`, s' � a; ¢� Y�,r`r. ,k �+ r n��'� > I �a{�).i+ 1 � rF. Y '{I:i•,iy ii'�,,f��l �{��,�"iL�. n'Y'rn,a4`�.. ;rti�! - ' �:11i'ta 12y3Y, >ly :rr {a, u,ri!�d•q 1?. Ijr� F. . ,� �j�., 7 iry�;G:{{"+ „G�f a�rr �-.J' `i". +'Hy (n��•4 Y�.h'�r{ii }.(.: -il; }s•.'1,.{ .'Y;•ya�fR� 1;�" if q ..,y��r n -..,4f.. �i, rye, �;i'.: i�� k,fC rr�,•.,✓h 2 �� i� 4 ,� 't''r'i�a3i�,y� :�a(�� J��:.r��hfa t; r +'�, alb f �� r�- � � ��!�'�{, 1 NORTH EAST CORNER OF RESIDENTIAL HOME ROOM ADDITION 14829 FT 105.1 13.1 98.8 PASS 2 SOUTH WEST CORNER OF RESIDENTIAL HOME ROOM ADDMON 14829 FT 103.9 13.6 97.7 PASS 3 NORTH WEST CORNER OF RESIDENTIAL HOME GARAGE ADDITION 14829 FT 104.4 13.4 98.1 PASS 9 O dry v 12tt 5"� 4X1.'f,� 7:+1 v YIC> i '4s P=PASS F==FAIL IFT=FOOTING SG=SUB-GRADE BC=BASE COURSE MH=MAN HOLE Respectfud!y submitted, harem Khava Florida Registration#4195 I �� r • Project No.: 15-0145 Date: 06.09.2015 Client No.: 15-0145 Tested By: Larry Project Name: Residential Home Addition Project Location: 9105 NE 5th Ave 'Project City&State: Miami Shores, FL ®■■■■rr■■■■■■■■■■ Sample Method: DProctor No.: 14829 -1557 PSF:iMax. Dry Density: . Optimum Moisture: 13.4 Natural Moisture: % �Soll Description: LIGHT BEIGE SAND WITH TRACE OF • ■■■■■■■■■■■■■■\\■■■■■■■■■ �-��.-fes- •�..,��. o©©m©r©�rmmm®mmmmmmm®mmmmmmmmm®®momm®mmmr s US South Engineering &Testing Laborator 5 Inc. 14345 Commerce Way, Miami, FL33016 Pho n e: 305.558.2568 I Fax:305.362.4669 Tested by:Jonathan DATE: 07.29.2015 PROJ No.-#15-0145 REPORT OF FIELD DENSITY TEST (SOIL COMPACTION) LIlE1vT: GP Builders PROJECT: - - Residential Hoare Addition C --------__- I 4985 Davis Road 9105 NE 5th Ave Miami,FL 33143 Miami Shores, Florida ;�'y7i'r,f +ft4> r"3 �•4R+'i P �t {t', it: :, t r , r v y t � + r 3 ,2 m5 k, i i N i; .nt +:d r! '� r t "� i� �� ,•�� t v ,�, i�u', . �� + , �� j ti{r �{ }z rk�llillr '�,; S��r xl it t�da't if �S`f bis+ 734i J'� "��J �• 2ni.��Vt3 .i��dn.«�, '..� C �� t 0.� - •4- DARK BROWN TO GRAY SAND WITH TRACE OF 109.4 13.3 14862 ROCK FIELD DENSITY TEST ACCORDING TO ASTM METHOD D-2922-71 o 777' w �,,:x}T rfa> ptt 44t � r�4 Yj l� tt rr'r I � 3�Jr�' E �1 "'•r rrt a)r�ri{ra r�u��'�,��+4� i 3 r r�; L j�f3��Y u, �� N� �+�`��14 fly G�p� ri�'r'{t`',�jL. �y( ytf> � ,jr y t , { fi 4 4 it ��{ fyvaf��S• i�`kni+�-� �a ! ,r�_.��i,�r. u_ ��,. ;, 1 NORTH EAST CORNER OF BUILDING PAD FOR GARAGE 14$62 FINAL 108.4 10.9 99.1 PASS 2 SOUTH WEST CORNER OF BUILDING PAD FOR GARAGE 14862 FINAL 107.5 11.4 98.3 PASS 3 CENTER OF BUILDING PAD FOR GARAGE 14862 NAL 110.4 10.6 100.9 PASS FI 4 CENTER NORTH SIDE OF BUILDING PAD FOR FRONT PORCH 14862 FINAL 111.1 10'5 101.6 PASS 5 CENTER SOUTH SIDE OF BUILDING PAD FOR FRONT PORCH 14862 FINAL 108.4 11.4 99.1 PASS OWN — a p_—PASS F=FAIL FT=FOOTING SG--SUB-GRADE BC=BASE COURSE MH=MAN HOLE Re*ectfuny su 1tted, 4Ujasem Khavanian,PX. Fhrida Registration#41955 • ��■�■■■■see■■ Project No.: 15 0145 , Date: b7.28.2015 Client No.: 15-0145 Tested By: Jonathan Project Name: Residential Home Project Location: 9105 NE 5th Avenue Project City &State.: Miami Shores, FL ®■■■■■■■■■■■■■■ee Method: D-1557 PSF: 'Proctor . ��■■■■■e■■ee■■ems■■ Density: ■■■■■■tee■■■■■■■■■■ ®�■■■■■oe■■■■■■■■■� Optimum ®■■■■■■■re■■■■�■■■■�■ Natural Moisture: % yes■■■■■�■■�■■m■■■�■■ ®�■■�■■�■■■■■■■■■■■tee■ :_ .: :. :DARK BROWN TO GRAY SAND WITH. ®�■■■■■■■gin■■■■■■■s■■■ �■■■■■■�■■ems■■■■■■�■■■■■■ �■■e■■■■■■■■■■■■■■■■■■■■■■■wee■■■■■■■■e■ ■■■■e■e■ ■■■■■■■■■■■■■■■■■■■■■■■■■�■■■■■M ■■©©■©■©eemm®mmmmmmmmmmmmmmmmmomm®o®m®mmm■ RUBEN J PUJOL ARCHITECT 12237 S.W.204 TERRACE MIAMI,FLORIDA AR#0010458 January 25 ,2016 Miami Shores Village Building Department 10050 N.E. 5th Avenue Miami Shores Florida 33138 Reference:Proposed Addition and remodeling For:Alejandro Pino and Katrina Silva At; 9105 N.E. 5th.Avenue Village of Miami Shores,Florida 33138 Permit No.RC-4- 15 -946 Dear Building Official: I,Ruben J.Pujol,having performed and approved the required inspections.Hereby attest that to the best of my knowledge,belief and professional judgment,the structural and enveloped components of the above referenced structure are in compliance with approved plans and other approved permit documents .I also attest thax to the best of my knowledge,belief and professional judgment,the approved permit plans represent the as built condition of the structural and envelope component of said structure. This document is been prepared in accordance with Section 307.2 of Florida Building Code and is been submitted to Village of Miami Shores Building Department at the time of the final inspection for the above reference structure. Should you have any questions or need any additional information,please do not hesitate to contact me. Sincerely, of'.FLO Ruben J.Pujol A.I.A p,Ft001134 �c�i ��SrERED PSG a�® Miami Shores Village .,� s Building Department APR2VMS 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 BY: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 10 BUILDING Master Permit No. /.�- PERMIT APPLICATION Sub Permit No. ' 4BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP G n CONTRACTOR DRAWINGS JOB ADDRESS: l ` wa. + City Miami ShoresCounty: Miami Dade Zia: Folio/Parcel#:�` 32 0(P 04 Y'''rr I Z t O Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: C6S Flood Zone:)—BFE: FFE: (f OWNER:Name(Fee Simple Titleholder): Q le dowl)/W iP tf b Phone#: 3QS :56Z Address: eW 4b 5W 71d 4)'i City: W*JL/L State: Zip: 53 T Tenant/Lessee Name: P one#: Email: A'Kdaf:,Mko C-T lotab OR C AWL &tA 4175 CONTRACTOR:Company Name: �rQQ'��• ��r 5 ' Phone#: Address: 49 96 a W6 �'vJ City: flA/*I-Lf State: Zip: 33 ,/ Qualifier Name: � LOtJ�`�P�j 5 }7�rA0 t�10two Phone#: �JQS go,-70616 State Certification or Registration M e 6 it 1z S�Q / Certificate of Competency#: DESIGNER:Architect/Engineer: gut3&j Rw GL Phone#: 36 Address /ZZ3 fi ��W Zd� �� City: P/441 State•)Z7 Zip:3V Value of Work for this Permit:$ 1060040 Square/Linear Footage of Work: 804 `J F Type of Work: Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 16.9 0 0-00 1 VAJy CA A- C�C-X- —C)Ca C r— 4- 't.AZ moi• P Specify color of color thru tile: 6u if �- Submittal Fee$ Permit Fee$ 3��- w CCF$ Q'V �� CO/CC$ So •�� Scanning Fee$ IS --0d Radon Fee$ y S-LkD DBPR$ Notary$ Technology Fee$ b O '60 Training/Education Fee$---Z 0• V 0 Double Fee$ ~ _ Structural Reviews$1 6xp+,� yo-cp Bond$ ? 2'1 S 'I `✓ 1 go-cc) TOTAL FEE NOW DUE$ 3 c37 •�� (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 a proved and a reinspection fee will be charged. e Signature Signatures OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Q2 day ofG)0!r-�r/ .20/� ,by Z® _o< day of a //�� .20 ,S ' by �i'nCJ,who is personally known to Czalz r—7 ,who ispersonallyknown to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sig nnt: n Florida VSe : og State of Flo r° Joanna M Feliciano Seal: g v My Commission FF 082753 n FF 082753� Expires 01/12/2018 /2018 5 APPROVED BY , � Plans Examiner Zoning %— � rS Structural Review Clerk (Revised02/24/2014) ` CFN:20150215771 BOOK 29564 PAGE 3751 ` DATE:0410312015 10:48:31 AM DEED DOC 3,055.80 EEARVEY RUVIN,CLERK OF COURT,6fllA DADS CTY WARRANW DC Prepared by: Robert Lederman,Esquire 1641 Sunset©dive -Suits 202 Coral C3ablas,Florida 33143 Grantors'Address: iCOBS.Park Terrace,Unit 205,Chicago,IAk►ole 60806 Grantees!Address: 8106 N.E.6th Avenue,f4smi Shores,Florida 33138 Grantees'Mat Socuntym and Tax Folio Number- 11.32MO14-1210 THIS INDENTURE,made on this 2 day of March,2015 between VICTOR R.CARLISLE and FLIZABSTH M.CARLISLE,husband and wife,as Grantors,and ALEJANDRO PING,a single man,and KATRINA SILVA, a single womanSf the County of Miami-Dade,State of Florida,as Grantees. *as tenants in common. WITNESSETH: That said Grantors,for and In consideration of the sum of Ten Dollars($10.00), and other good and valuable consideration,to said Grantors in hand paid by said Grantees,the reoeipt and sufficiency of which Is hereby acknowledged,have granted,bargained,conveyed,and sold to the sold Grantees,and Grantees'heirs and assigns forever,the following described land,situate,lying and being in Miami-Dade County, Florida: Lots 7 and 8,In Block 58, of Miami Shores Section No. 2 and Miami Shores Section No..3, according to the Plat thereof,as recorded In Plat Book 10, at Page 37, of the Public Records of Miami-Dade County, Florida. SUBJECT TO: 1. Taxes for the year 20155 and years subsequent. 2. Conditions, limitations, restrictions, and easements of record, If any, however this provision shall not be deemed to reimpose any of some. and said Grantors hereby covenant with the said Grantees that Grantors are lawfully seized of said land In fee simple;that Grantors have good right and lawful authority to sell and'convey said land; and Grantors hereby fully warrant the title to said land,and will defend the same against the lawful claims of all persons whomsoever, IN WITMESS WHEREOF,Grantor has hereunto set her hand and seal on this day of March, 2015. Signed,sealed and delivered In our prase Jj/')/LjA'6� � (SEAL} Aenzabeth Carlisle Witness PrW Name: vftns Pdat Nernst C sbQc .s . c4e-7)it)r CFN:20150215771 BOOK 29564.PAGE 3752 STATE OF ILLINOIS ) SS COUNTY OF COOK ) The foregoing instrument was acknowledged before s on this.a day of March, 2015 by Elizabeth M.Carlisle, who j]Is personally known to me or has each produced a driver's Dense as identification. Notary Public nt� Notary Print Noma: t-=—kk... OFFICIAL SEAL my oommission expires: ANOlRE,OACKSON Notary Pubtle-State o!Illinois on M Commission Expires May 17.2017 IN WITNESS WHEREOF.Grantor has hereunto set his hand and seal on this day of March, 2016, Sign Baled and delivered in o pr sense: —(SEAL) Victor . Carlisle Winess Print Man*: r.�,g- '�,z r.!.1I. Witness Print Name: cl s STATE OF FLORIDA } } SS COUNTY OF MIAMI-DADE } The foregoing Instrument was acknowleed before me on is.L.Jay of Mardi,2015 by Victor R.Carlisle,who j j Is personally known to me or has each pradu d a dr er'ss license as Identtftcation. Notary biic Notery Print Name: �t my commission expires: FO RTLIMERMM It WG=MM#El!I=1 ,y"►eEVIRES.Oecember s,2815 CIVIC-,-, CFN:20150215771 BOOK 29564 PAGE 3751 DATE:04/03/2015 10:48:31 AM DEED DOC 3,055.80 EEARVEY RUVIhf,CLERK OF COURT,MEA DADS CTY WARRANTY D Prepared by: Robert Lederman,esquire 1541 Sunset Drhm -Suite 202 Corsi i3abies,Florida 33143 Gram'ore'Address: 1062 S.Park Terrace,Unit 205,Chicago,Iliktoia 60606 Grantees'Address: 8105 N.E.6th Avenue,Wamt Shores,Florida 33136 Grantees'poolacunY Nur-57WR and Tax Fog*Plumber. 11-3206-014.1210 THIS INDENTURE,made on this 23dayof March,2015 between VICTOR R.CARLISLE and ELIXAS .I'H M.CARLISLE,husband and wife,as Grentors,and ALEJANDRO PINO,a single man,and KATRINA SILVA, a single womanSf the County of Miami-Dads,State of Florida,as Grantees. *as tenants in common. WITNESSETH: That said Grantors,for and In consideration of the sum of Ten Dollars($10.00), and other good and valuable consideration,to said Grantors in hand paid by said Grantees,the receipt and sufficiency of which Is hereby acknowledged,have granted,bargained,conveyed,and sold to the said Grantees,and Grantees'heirs and assigns forever,the following described land,situate,lying and tieing in Miami-Dade County,Florida: Lots 7 and 8,in Block 68, of Miami Shores Section No. 2 and Miami Shores Section No..3,according to the Plat thereof, as recorded In Plat Book 10, at Page$7, of the Public Records of Miaml-Dade County,Florida. SUBJECT TO: i. Taxes for the year 2016 and years subsequent. 2. Conditions, limitations, restrictions, and easements of record, If any, however this provision shall not be deemed to reimpose any of same. and said Grantors hereby covenant with the said Grantees that Grantors are lawfully seized of said land In fee simple,that Grantors have good right and lawful authority to sell and't onvey said land; and Grantors hereby fully warrant the title to said land,and will defend the same against the lawful claims of all persons whomsoever. IN WITNESS WHEREOF,Grantor has hereunto set her hand and seal on this day of March, 2015. Signed,sealed and delivered In our prese o "/" . . , ^ 0% A .—L- ", MIXY�E �� (SEAL) L Elizabeth 14. Carlisle Witness Pdnt a �^ was Print Marne 'l�.. ,71T— t CFN:20150215771 BOOK 29564 PAGE 3752 STATE OF ILLINOIS } SS COUNTY OF COOK The foregoing instrument was acknowledged beforea on this'a_day of March, 2015 by Elizabeth M.Carlisle, who []is personally known to me or Vhas each produced a driver's license as identification. Notary Public Notary Print Name: LL�• OFFICIAL SEAT. my commission expires: ANDRE vACKSON Notary Public-State or 1164018 My Commisslon Expires May 17.2017 IN WITNESS WHEREOF,Grantor has hereunto set his hand and seat on this 3day of March, 2015, Sign Baled and delivered In Pr once: iSEAI.} Victor . Carlisis 'Miners Print Na=m: t '�' ��+�/, / ter"" ^•� 1Mtriess?tint Nam:��=•;=�-�'l � �1�/f�C•-•'•. STATE OF Fi_OR1DA } } SS COUNTY OF MIAMI-DADS } The foregoing Instrument was acknowledged before pe on s 2•lay of Mardi,2015 by Victor R.Carlisle,who[Y Is personal! known to me or p�has each rode d a dr er's kovas as Identification. Notary Priv{Name: �t my commission expires: RMERTLIZIEffiffil * * WCMMMAEE131371 EVIRE8:0miabst 9,2816 • �''�aF.� e�earraae�arta�ysa,� ...s Isla." Miami shores Village Building Department ZOR� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305)756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. ✓COPY OF QUALIFIER'S STATE LICENCES B. I-/COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG I)EPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. ........................................................................................... BUSINESS NAME: BUSINESS ADDRESS: 'y Q .0 N-y �'cQ CITY fYl `S`''ri' STATE L ZIP 33 I 3 BUSINESS PHONE:( 3 1 Z CO -g'S 9 D FAX NUMBER CELL PHONE('I N 30 -3 -7 Q 6 OQUALIFIEWS NAME: QUALIFIER'S LIC NUMBER: IQ-6 G 1 a S 87 I!r 3 Cl nwr�vvvr r,vvv�r�rwr♦ mmv LAVVOUIV,JCIiKCUiMY STATE-OF FLORIDA DEPARTMENT OF BUSINESS AND PROFE$SIONAL REGULATION CONSTRUCTION„MDUSTRY LICENSIN.G'BOARD CBC1258839., The BUILDING-CONTfMTOR Named :. beloW:[S PER,r F1.FD. Under the provi9t*6'- of Chapter-489.FS. Expiratioadate: AMI—i,-2Q'I6 tea. Ib,t0i� ES�SAI ti Q �1AY+Ct t �mh t ISSUED: 06/22/2014 DISPLAYAS REQUIRED BYLAW SEQ# L1406220000987 007375 $ tiIOTA,B( C �?0N(fiPAY M4 40 14uiirnnl01 p �� ftr l�ct ._� w,w z� �,f� '3yx �•�zw i7 sk�i,� ��,ti�� E 01 g f r v `a fd i t � aY x Iia'4f� � .3� {� tl$k►1 J{ a x 0 a Ja 4 y t "Traz'f� 4aa+., rt� rEii a ,� y.' t."19a�teix$.}�=* .. WNE �" SEC.TYPIC E BUSIINESS `• 4 PAYMENT RitCE1VEk1 GS�U`,I INC §� �96 SUS�IIEQ(ERAL BLDG GONG RACTOR BX.TAX COLLECTOR' �IVt�SeC 1 $40C1 2580-, 75.00 0$/07/20}`4" r b CFIECK21 14-04595,2 This usiness� ceipt o , rms pa ''in of thbi dcl Businbah Tax.The ReC0tjtt Is not a lidq Pe, cerdfic a he[ lificaho j to do business.Hoider,m,,,llatr�Rmply wrt�ny 6ove tM, q d eirtal ry la qutreme�vrhich aRply to the bu r -7777777'r .Y e C13PT i&ove mu layed o �ij '7 pI vehicl'w' lM @ilTB Cp�0 Sec 8a 276. 'y.._ rvr rt�yFination of . ,,.•� OP ID:CA CERTIFICATE OF LIABILITY INSURANCE °A �1n°5"�' THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES 'BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: if the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 305442-9507 NCOaM�E: T 1nsurance rketers Inc 2600 Douglas Road SLuite 712 305-447$527 PHON Ext): (FAAIC�No): Coral Gables,FL 33134 E-MADDRESS: Evarist Milian,Jr. PROW MER ID 0:GPBUI-1 INSURER(S)AFFORDING COVERAGE NAIC# INSURED G P Builders,Inc. INSURER A:Western World Insurance Co. 4985 Davis Road INSURER B: Miami,FL 33143 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE OL SU POLICY NUMBER t4woupurm POLICY EXP LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,00q DAMAGE TO RENTEU A X COMMERCIAL GENERAL LIABILITY NPP195M 12!03/14 12/03✓15 PREMISES Me occurrence $ 100,00 CLAIMS-!MADE OCCUR MED EXP(Any one person) $ 5, PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ EXCLUDE X POLICY PRO LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea acGdent) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS PROPERTY DAMAGE HIRED AUTOS (Per accident) $ NON-OWNED AUTOS $ UMBRELLA LI►B OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMSdMADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION TVIRC STAMIU O'V AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVEYa N/A E.LEACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandstory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe render DESCRIPTION OF OPERATIONS below E.L._T DISEASE-POLICY LIMIT I$ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES cAttach ACfRD 101,Addid Remarks Sdiadule,M morespace is required) Coverage is subject to terms,conditions,deductibles and exclusions as shown In the policy.Certified Buidling Contractor License#CBC1258839 CERTIFICATE HOLDER CANCELLATION MIAMISV SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN BLDG.DEPT. ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2ND AVE AUTHORIZED REPRESENTATIVE MIAMI SHORES,FL 33138 ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 26(2009/09) The ACORD name and logo are registered marks of ACORD WE JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 7/17/2014 EXPIRATION DATE: 7/16/2016 PERSON: SANTEIRO-PING LOURDES FEIN: 208562053 BUSINESS NAME AND ADDRESS: G P BUILDERS INC 4985 DAVIS RD. MIAMI FL 33143 SCOPES OF BUSINESS OR TRADE: LICENSED BUILDING CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation 1,at any time after the filing of the notice or the Issuance of the certificate,the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate.The department shall revoke a certificate at any time for failure of the person nand on the certificate to meet the requirements of this section. DFS-F2-DWG-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS?(850)413-1809 Report Viewer Page 1 of 1 • ;t �t . ; t00% •, JEFF ATWATER 0 CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION ••CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW•' CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 6/27/2014 EXPIRATION DATE: 8!26/2016 PERSON: PINO GUILLERMO J FEIN: 208562053 BUSINESS NAME AND ADDRESS: G P BUILDERS INC 4985 SW 80 ST. MIAMI FL 33143 SCOPES OF BUSINESS OR TRADE: LICENSED BUILDING CONTRACTOR Pwwmt to Chapter 440.06(14),M.an~ora corporation who at%%exemption from Oft a oerti5cete of election under this section may no recover b«redte«e�perraetion urd«tide alrept«.Pureuantto Chepter440.05(12),F.a or to be exempt..appy onry within the mope ofMe buebresa«pada tistad on Ore rrWke of eieetion to be exemyt Pu mftto Chepfer 440.b6(13L F.6..Nctbes of a to be exempt and certificates of election to be exempt shell be su*d to revocation Y,at arty time after Me 90rq of Ne notloe«Ona issvaroe of Ne aertl5eate.Ne penaon named on Me rrotlee« oard5ema m bn6er me requirements 0 Z eaotlon for issuance of a rll6rxua.The departrrreM shah rewke a car55oete at arty ffine for feiWre ovine penean named on the certltioate to meet the requirements of me section. DFS-F2-DW0•252 CERTIFICATE OF ELECTION TO BE EXEMFrr REVISED 07-12 QUESTIONS?(850)413-1809 .n https://apps8.fldfs.com/crreportviewer/reportViewer.aspx?data.=kdvpginc9D7Q3gH6T ER6... 8/10/2014 NUMBER ' G.P. BUILDERS, INC. UC . CRRCC 11329994242 32 April 20,2015 State of Florida County of Miami Dade Before me this day personally appeared Lourdes Santeiro Pino who,being duly sworn,deposes and says: -e G,— \Ne vv-c Q, t.ro That she will be the only personiworking on the project located at: 9105 NE 5�Ave, Miami Shores,FL. Sworn to and subscribed before me this ZS day of 1"1 2015,by Lourdes Santeiro Pino. Personally Known OR Produced Indentification k Type of Identification ProducedE ame of Notary NNNotary Public State of Florida Joanna M Feliciano My Commission FF 082753 Expires 01/1212018 4985 DAVIS ROAD,MIAMI,FL 33143 TEL:(305)397-8590 FAX:(305)39741506 R eggs UNIX Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 Notice to Owner - Workers' Compensation Insurance Exern tion 0,................ HE Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers'Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. re Signatu : ;fy — er State of Florida County of Miami-Dade The foregoing was acknowledge before me this 4Z day of 47,d9 20/� By Z2 who is personally known to me or has produced as identification. Notary: Notary Public State of Florida Joanna M Feliciano SbT: My Commission FF 082753 poi so1/111 1 Expires 0212018 '41 Miami Shores Village 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 Phone: (305)795-2204 N 8 Project Address Parcel Number Applicant 9105 NE 5 Avenue 1132060141210 ALEJANDRO PINO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Coll ALEJANDRO PINO 9105 NE 5 Avenue (305)302-5770 MIAMI SHORES FL 33138- 9105 NE 5 Avenue MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 100,000.00 G.P.BUILDERS,INC (305)397-8590 (786)303-7960 Total Sq Feet: 800 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Tie Beam Bond Beam Type of Construction:1 BEDROOM AND 2 PARK GARAGE Occupancy:Single Family Window Door Attachment Stories:I Exterior: Slab Front Setback: Rear Setback: Termite Letter Left Setback: Right Setback: Framing Bedrooms:3 Bathrooms:2 Insulation Plans Submitted:Yes Certificate Status: Drywall Screw Certificate Date: Additional Info: Trusses Plan Submittal 1Bond Return: Classification:Residential Roof Sheathing Spot Survey Fees Due Amount Pay Date Pay Type Amt Paid Amit Due Wall Sheathing Rake Beam CCF $60.00 Invoice# RC-4-16-55280 Footing DBPR Fee $45.00 DCA Fee $45.00 04/21=15 Cash $200.00 $3,630.00 Window and Door Buck Education Surcharge $20.00 06/01/2015 Credit Card $3,370.00 $160.00 Roof Trusses Notary Fee $5.00 04/21/2015 Cash $160.00 $0.00 Density Permit Fee $3,000.00 Fill Cells Columns Plan Review Fee(Engineer) $40.00 Wire Lathe Plan Review Fee(Engineer) $160.00 Final Building Plan Review Fee(Engineer) $120.00 Declaration of Use Plan Review Fee(Engineer) $80.00 Review Mechanical Scanning Fee $75.00 Review Plumbing Technology Fee $80.00 Review Plumbing Total: $3,730.00 Review Structural Review Structural Review Structural Review Electrical Review Electrical Review Planning Review Building Review Building Review Building constructio and zoning. Futhermore,I authorize the above-named contractor to do the work stated. June 01,2015 Authorized Signature:Owner / Applicant / Contractor Agent Date June 01,2015 3 U.S-DEPA4TMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE Fff ERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program important: Read the instructions on pages 1-9. Expiration Date:July 31,2015 SECTION A-PROPERTY INFORMATION1 � a Al. Building Owners Name �y anti § 1 A2. Bulldl!N Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. 9105 NE 5 AVENUEFdJa � City MIAMI SHORES State FL ZiP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) Lots 7&8,Block 58,MIAMI SHORES SEC 2,PB 10,PG 37,Folio No.11-3206-014-1210 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)Residential A5. Latitude/Longitude:Lat 25.8590°N Long.-080.1869°W 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 A8. For a building with a crawlspace or endosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1402 sq ft a) Square footage of attached garage 200 sq It b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or endosure(s)within 1.0 foot above adjacent grade 13 within 1.0 foot above adjacent grade 9 c) Total net area of flood openings in A8.b 1827 sq In c) Total net area of flood openings in A9.b 2 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 63.State Village of Miami Shores 120652 Miami-Dade Florida 84.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO306 L 09-11-09 EffectivelRevised Date Zone(s) AO,use base flood depth) 09-11-09 X WA 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 B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located Ina 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-A30,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:N-568 Vertical Datum: N.G.V.D.1929 Indicate elevation datum used for the elevations In Items a)through h)below. ®NGVD 1929 0 NAVD 1988 ❑Other/Source: 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) +19.4M ®feet ❑meters b)Top of the next higher floor +11.19 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A._ ❑feet ❑meters d)Attached garage(top of slab) +32.08 ®feet ❑meters e)Lowest elevation of machinery or equipment servicing the building ++9,5 ®feet ❑meters (Describe type of equipment and location In Comments) f) Lowest adjacent(finished)grade next to building(LAG) +4.15 ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) ,+q,25 ®feet ❑meters h)Lowest adjacent grade at lowest elevation of deck or stairs,including structural support NIA._ ❑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. ® 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? Yes ❑ No f Y r Certifiers Name WALDO F.PAEZ License Number 3284 ( 'h- Title SURVEYOR /-2tpany Name DELTA MAPPING AND SURVEYING,INC. Address 1 132ND 1 dity MIAMI State FL ZIP Code 33186 � Sign re Date 02-23-15 p Tele hone 786-429-1024 r FEMA Form 086-0-33(7/12) See reverse side for continuation. Replaces all previous editions. IMPORTANT: In these spaces, copy the corresponding Information from Section A- FOR INSURANCE COMPANY Uk Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number.' 9105 NE 5TH AVENUE City MIAMI SHORES State FL 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 C2.e)denotes Elevation of Air Cc ' Slab. A5.Latitude/Longitude informa obtai from Google. Sig lure �- EL Date 02-23-15 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 U 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 FEMA4ssued or community4ssued 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 community4ssued 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/Occupancy 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: Cl feet ❑meters Datum Loral OffrCiai's ftiaie Title Community Name Telephone ignature Date -comments- ❑Check here if attachments. FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVAI ION 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: 9105 NE 5TH AVENUE 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. 02-23-2015 FRONT VIEW REAR VIEW 3- FEMA Form 086-0-33(7/12) Replaces all previous editions. ELEVATION CERTIFICATE, page 4 Building Photographs f Continuation Page 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. City State ZIP Code Company NAIC Number. If submitting more photographs than will fit on the preceding page, affix the additional photographs below. 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. FEMA Form 086-0-33 (7/12) Replaces all previous editions. DEVELOPMENT ORDER File Number: PZ-03-15-2015178 Property Address: 9105 NE 5th Avenue Applicant: Alejandro Pino Address: 6890 SW 70 Avenue. Miami,FL 33143 Property Owner: Victor Carlisle Address: 9105 NE 5th Avenue, Miami Shores, FL 33138-3140 Agent: Guillermo Pino Address: 4985 Davis Road,Miami,FL. 33143 Whereas, the applicant Alejandro Pino, with the consent of Victor Carlisle (property owner), has filed an application for site plan review before the Planning Board on the above property. The applicant sought approval as follows: Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. First story addition. Whereas, a public hearing was held on April 16, 2015 and the Board, after having considered the application and after hearing testimony and reviewing the evidence entered, finds: 1. The application was made in a manner consistent with the requirements of the Land Development Code of Miami Shores Village. 2. The conditions on the property and the representations made at the hearing merit consideration and are consistent with the requirements of the Land Development Code. The Board requires that all further development of the property shall be performed in a manner consistent with the site plan, drawings, and the conditions agreed upon at the hearing: Page 1 of 3 • 1) Approval is granted as shown on the plans submitted and made a part of this approval for a 630 square foot master bedroom suite and attached 2 stall garage additions. 2) Applicant to obtain all required building permits before beginning work. 3) The applicant shall provide an architect or engineer's drainage plan and report to certify to the building official that the site provides storm drainage that detains the first one inch in natural or filtered structural facilities prior to the issuance of a building permit by the Building Official. The applicant is responsible for any site modifications necessary to provide storm drainage that detains the first one inch in natural or filtered structural facilities and shall make site modifications as necessary. 4) All drainage improvements shall be installed in accordance with the approved drainage plan before final inspection by the Building Official. 5) The applicant shall repair and maintain the onsite drainage system in accordance with the approved drainage plan. 6) An erosion and sedimentation plan subject to review and approval by the building official is required by the building official. Properly installed soil erosion measures (silt fences, straw barriers, etc.) and anti-tracking area at all construction entrances are required to be put in place and maintained as required by the building official. Required erosion control measures must be in place prior to footings inspection. 7) The applicant is responsible for any site modifications that become necessary to maintain storm drainage on-site that detains the first one inch in natural or filtered structural facilities. Modifications to the approved drainage plan shall require a new signed architect or engineer's drainage plan that shall be subject to review and approval of the Building Official and the Planning Director. Major changes to the approved drainage plan shall require a new site plan review application and review and approval by the Planning and Zoning Board. 8) Applicant to obtain all required permits and approvals from the Miami-Dade Department of Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD) and the Miami-Dade Department of Health (DOH/HRS) as required. 9) Ground cover shall comply with the provisions Division 17 of Appendix A, Village of Miami Shores Code of Ordinances, artificial turf and rock of any kind is specifically prohibited. 10)Applicant to meet all applicable code provisions at the time of permitting. Page 2 of 3 11)This zoning permit will lapse and become invalid unless the work for which it was approved is started within one (1) year of the signing of the development order by the board chair, or if the work authorized by it is suspended or abandoned for a period of at least one(1) year. Additionally, the applicant must, satisfy all applicable Miami Shores Village Codes, Miami-Dade County Codes, the applicable building and life safety codes required for development, and provide a copy of the development order to the Building Dept. The application with conditions was passed and adopted this 16'b day of April, 2015 by the Planning and Zoning Board as follows: Mr. Abramitis Yes Mr. Busta Yes Mr. Reese Absent Mr. Zelkowitz Absent Chairman Fernandez Yes Date Richard M. Fernandez Chairman,Planning Board Page 3 of 3 CITT &/67ZD c Ank RFCE V APR. 2 1.2015 upy BY: STRUCTURAL CALCULATIONS FOR :ADDITION AND ALTERATIONS TO RESIDENCE OF ALEIANDRO .PINO AND KATRINA SILVA AT 9105 N.E. 5TH.AVENUE. MIAMI SHORES, FLORIDA TABLE OF CONTENT WIND CALCULATIONS 1 — 6 TRUSSES REACTIONS 7 — 13 TRUSSES CONNECTORS 14- 19 FLOOR .FOISTS 20— 21 MASONRY WALLS 22 — 23 FOUNDATIONS 24 -26 R U B E N J. P U J 0 L ,A. . .R. .G .. H I T E C T . Ay C-K : :.:AR #�004@ N. A. C. A. .. 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(Wall) GCp(te) Effective Wind Area Zone 4 Zone 5 Positive Negative Positive Negative 10 SF +LO -L1 +LO -1.40 1S SF +097 -3-07 4097 134 20 SF +095 -LOS +095 1.29 30 SF +0.92 -1.02 +092 -L23 40 SF +0.89 -099 40M -LI9 50 SF +0.88 -098. +tt.$8 -3..15 GCpi--M U(lnternat Pressure Coefficient) .. ... . . . . . .. . . .. . . . . .. . .. . . . . ... . .. ... .. . . . .. • • .. . . . . . . . . . . .. .. . . . . . I ... . . . . ... . • ... . . . ... . • Uhimate Roof Wind Pressure(PSF)Induding interior Effective Area(SF) Zone 1 Zone 2 Zane 3 Positive Negative Positive Negative Positive Negative 10 +39 -61 +39 -107 +39 -157 20 +35 59 +35 -96 +35 -146 30 +33 58 +33 90 +33 -141 50 +32 55 +32 -85 +32 -134 100 +27 -55', +27 78 +27 123 AftwaWe Roof Wird Preswre:0.6w(PSF)k k t dw Effective Area(SF) Zone 1 Zane 2 Zone 3 Positive Negative n3l Negathre Positive Negative 10 +23 -37 -64 +23 94 20 +21 35 58 +21 -88 30 +20 35 +20 -54 +20 -•85 50 +19 33 +19 51 +19 -80 100 +16 33 +16 -47 +16 74 (pen t wldng.Components and Cladding p=ghGCs NET PRESSURE COEFFICIENT,Cis Effective Wind Mea Zone 1 Zone 2 Zane 3 pow-five Negative Positive Negative Positive Negative 10 +05 -L6 +0.8 24 +0.8 32 20 +0.5 -L6 +0.8 -2.4 +0.8 3.2 30 +0.5 -1.6 +0.8 Z4 +0.8 32 50 +OS -1.6 +0.8 2.4 +OB 2.4 100 +05 -1.6 +0.8 -2_4 +0-8 Z4 MATE ROOF WIND PRESSURE COEFFOEENt,am_Bull cO g [IULT, Area(SF) Zone 1 Zane 211�111 Zone 3 Positive Negative Positive Negative Positi�+e Negatave .. .. *27. $5 443 -128 +43 -170 +43 -128 +43 -170.. .. '.�L2-7.' 5 +43 -128 +43 -120 70+27 -85 +43 -128 +43 -128••• ••+27.0 • +43 -128 +43 -128 .. 0.0 0.0 3 . . • ... . . . ... . e Design Wind Pressure:p =qh[{GCp)—{GCpt)J UMmate Wall VMW Presstse (PSF) Effective Area Zone 4 Zone S Positive Negative Positive Negative 10 SF +67 72 +67 -90 15 SF +65 71 +65 -W 20 SF +64 70 +64 -83 30 SF +62 -68 +62 -W 40 SF +61 -66 +61 78 50 SF +60 -tom +60 -75 Awe WA wind Prwwres OXW (PSS Effective Area Zone 4 Zone 5 Pose Negative Positive Negative 10 SF +40 -43 +40 54 -15 SF +34 -43 +39 52 20 SF +38 -42 +38 50 30 SF +37 -+41 +37 -48 40 SF +37 -40 +37 -47 50 SF +36 40 +36 -45 Externa!Pressure Coefluients,GCp. (Roof) Effective Wind Area(SF) GCp(Roofl Zone 1 Zone 2 Zone 3 Positive Negative Posr'trve Negative Positive Negative 10 +050 -090 +050 -L70 +0.50 2-60 20 +0.45 -0.86 +045 -132 +0.45 -240 30 +0.40 -0.85 +0.40 -L42 +0.40 232 50 +0.38 -0.80 I +0.38 I -L32 +0.38 2.19 100 +0.30 -0.80 +0.30 -1.20 +030 2.00 . . .. . .. . . . . ... . Resign WmW Pressure:p;qh L(LT)91:CGcIS);(Mud+ng interior) ... . . 2 . . . . . . . . . . ... . . . ... . • ALLOWABLE ROOF WIND PRESSURE COEFFICIENT:0.6W.Open Building(PSF) Effective Wind Area(SF) Zone 1 Zone 2 Zone 3 Positive Negative Positive Negative Positive Negative 10 +16 -51 +26 77 +26 -102 20 +16 -51 +26 77 +26 -102 30 +16 51 +26 77 +26 302 50 +16F-51 1 +26 77 +26 77 100 +16 +26 77 +26 77 Ovefiangs p=ghGCn p=56.6#22 p=125 PSF (Zone 2)Ultimate p=125*0.6=75 PSF(Zone 2)ANovrable p=56.6#3.7 p=209 PSF (Zone 3)Ultimate p=209*0.6=125 PSF(Zone 3)Alkrabie .- ... . . . . . .. . .. . . . . ... . . . . . . . . • .. ... .. . . . .. . .. .. . . . . . 4 r a. '' �. a. `. 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I / lal�llr!!!aMEN a!a!MEN rrlaa!!!a!!!a!a!! ■!1 'aa■!a!!llaiaara!llal!!wa!!!lala!!■ ■a0lllrr!l000a !!!!!fZ-MUTE s%©!0!!! 0!l000r!!i!!■RiPlllraillira!!!!!l!!!!■ ■!■0!■ssipmr.11 !%dMM193M:C0 M!!!!■ ■I►�}}i/■f�irftf�a■lti!!n!!a!!!laOGlta!/!l� 1■ r0■�!® �/tao�� NOOSE on a rararar��rrfar as aa!!!llran mw—j—i monsoon on aaa�rllraa!!!&!!!a!!!r!laala!!a!laMEMO al!!!!!�!a!llrra!!!!!!!!!r!!!!NONE!!!! ll�z ,■ � ar' �raalaa!!!larrlalarra!mom ■lr�00�irall�rr01�001mom!!!!l!!!r!S!!!!!!■ a■G7! lC��*lIZZ�]�iQ��'a!!llaar/!!arra!!!■ Monosson a■MISSES!!lr!!!!r!lamols00n!!a■ ■!►�.�`�lr�`1!�J�r1�:�t��3;�!!!!�ll�C�l�llaaalr!!■ al,rllaartaarrrammm!!!!mmon !!nr!!!!! monsoons■■llaM!AlralrnaaSam= son a!n 7!r!►r7�l20ii,7�rE:�ii/laanaaMOOSE anala!!alla ■larrM la!fir=0iir000000a100rlrlr00!!!t0 ■a!!!■!lalaaaaarlrE!!ra!!!!!a!!!!!!!■ ar .aaaa!!llaaaaraaaraala!!larlaa!■ ■rill■asalaBoom llara!!!!!l!!l!l�as!!a■ llF r�Q a � Yar■rrlr!!!rr!!r!!a!!a!on ■■!!!l!! oaaaooa!!!!a!!a!a!aMonson ■l002RAM.,llZ0lllaa000!lrnrla!!son aa�■ llns!!salaarlrrro�aaaranllllrla!!al!! lnrmasmaaaorr►� �� aFraarla!!llln!■ lrraraarlallnrrla sons aOMEN aOno laalala rlaaalaosom Q�A�1orAril!!!l0ar!!anlr!!! -no0!laramizz a�rrlrol/!!llair!!!!a !!l0000■ar�r�riilriisr!lalaalaaaa!!r!a■ ■laaaaaraarlara!!!alrlaaaaalarllrala! ■a!a!!nnlyea®ilr�illrl9S!!!!!!!!!!larala alalrrlrar�rsr�a3s�a�aaaolarsraaaarraa a!lloslaalllola!!!lalrl/a aa■soon llrrronarMlna ■nnolnnn!!alraas MIAPIMADEW IVIIAI4II DADE COUNTY owPRODUCT CONTROL SECTION 11805 SW 26 Street;Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(784)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.guleconomv Nu-Vue Industries,Inc. 1055 East 29th Street Hialeah,FL 33013 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami Dade County RER Product Control Section to be used in Miami Dade County and other area where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. REEL reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series AB,NVSTA,NVHTA,NVTHJ,M)NVTT and NVHC-37 Steel Wood Connectors APPROVAL DOCUMENT:Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets I through 4 of 4,dated 02/18!2008,with last revision dated 01125/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. RENEWAL ofthis NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be dare in its entirety. •• ••• • • • • • •• INSPECTION'A cougof AQs QntteNIA'0all be provided to the user by the manufacturer or its distributors and shall be availabl49?igp*tt+Cat$8 j4b lite.0t1the request of the Building Official. This NOA renews NOA#12-0130.32 and consists of this page 1 and evidence page E-1,as well as approval document mcnition`edabo:t • ••• The submitteg dbc jp entatlrn Avgs revi• �Jyect tl Carlos M.Utrera,P.E. .. . : .. . . . . . . •• • • • • NOA No.13-0206.17 iNlA HMDEc011NTY • • • Expiration Date: May 22,2018 Approval Date: May 2,2013 •i• i i i i •ice 'F ?E3d Pagel • •• •• • • • •• •• ••• • • • ••• • • 12 Gauge NVTHJ Truss Hip&Jack Hanger 2OG Stud Plate Ties e • • ° UPLIFT • • L2 • • --n°c e Left e e Right a •• Ss:'= i• E900 erie-E�'_� • •:•• •• • -- b—_ ,l\Q —`d-- 0r —ba t i ateTr�c 1 I.__ �-ILI 13— ! •• : • • •• Typ, o •• • • •••• Typ, • •T ° e • Jack H ° 000 00 0000 0009'4"'HZ Meader 2-2X • @ 5^.� —•� 1-2x •° e° TYPICAL UM1 • •••• • • • INSTALATION •••••• •••• • • 'yi Iyl • • h=r� f+��^I •••• IKE4 NVTHJ-26 as shown NVTHJ-28 shnliar U.S.Patent No.4,964,M Allowable Loads(lbs)&Pine Nall Schadule Dimenstams(inches) Fasbms Allowable Loads(Vm) Product Header product Code Ups Nags 16d Hip Nall 10d Jm*Nai110d Code W H L Stud Plate Uplift Ll L2 Loads e a b total a d I total NVTH)26 1478 16 4 3 7 2 3 5 1KE 1 5 3y2 6•10d 4-10d 787 337 337 NVTHJ28 1931 20 5 4 9 2 3 S 1 =2 1% 6% 3YA 6.10d 7-10d 932 451 318 Nota For 2x 10dxlW nails can be used UPLIFT 1 VIPIN N. TOLAT, P9 (CIVIL) Ft. REG' 12847 '- 10531059 Bast298hwt • re drib 15123 LANTL1 CREEK LANE u ue Iaduies Ilea n et HOUSTON, TX 77066 Hbk4 4 NVTHJ-28 as shown 0373 e a° 33013 pye (369905) 444 N •e a NVTHJ-26 similar Fax TRUSS AND TW PLATS ANC:lIOR3 Feb 18, ��5 NU-1 3 of 4 2,008 18 Game NVTT Sanibel Truss Strap 18 Gause NVHC 37 SWAY Grip Clip(520) Product Dhn ons(Ointm) Fasteners Soho" Allowable Loads(lbs) e,odg• •w B I L Tines Top PlatesH-UupHB Ll Nail Schedule Allowable Design Loads(!bs) i •••i 000 • • Product Code Header Joist • iii r� ±IY414 •13 2-lOdxl%" 6-104 _ 968 $43 at Plate or 8tod � LI164daa 12-8der NV7T 2 1 i 3 �IOdxiy" __. " ism 463 NVEIc 37 s way trig 16-10d 1z-lOd 702TOPOM s6o 637 . •... . .• •• •••• •i•1�gslodxW&A placed on each side of dw Truss and 3-10&v to in each log aro placed in • • two top plates. 0000 •• 0000 •••i • 2.�"die.x 1�e~iEd�,1�"embedment leptons era plated in eadr lag andinto the hoDow • • •contrera �9,*,�.,�6baintsin 2�fe"edge distance flom top ofthe block and gmIag of3" a • 0000 •rw i *O'imoo ,�h I• •• • 0000 0000 • • •••••• • Ll1'L.Q'T LlPtiPr/' • L2 Ls s,A •� UPLFr 4" Na11hNe Nail hole t+RODUM NOMWID * • r�e�t�wabdrPk�W -. o4 Na1t hole 1 Ibb W tt �4 D"Ohabo $ 'rQ, � iayot WIN N. TOS. V PE (CIVIL) .• M- REG. # 21#'7 Nu—Vue Vino. 1033-10M li�t29�reat ISM LARRM CREEK LANE L= NYTT 1 Ae Showa HOUSTON, TX 177om malesh,Florida 33013 NVTT2 Shai6raxosptoaoaomamarywkh (30s)694-0397 1eVrro"nae ea afwoodP/ftmdmft Fait f3os)694-0398 C .. TRUSS AM TOP PLATE ANCHM D Data t 3t Feb 18, M7-1 4 of 4 2,008 Deep Seat Truss Anchor..They are designed to resist taut and uplift forces. Holden Double Strap Riveted Truss Anchor..They aro designed of 14 gauge steel Tho strap is made of 14 gauge steer and the seats of 20 gauge steel. plates to resist lateral and uplift forces. Tiro seats are made of 20 gauge steel. UPLIFT •��• I UPLIFT •••• tM.!UM.qMd LIi • •••• • • • _• MMt ee z • •••• • • .�• 'w,t MOM wawm • •�s• • 0- • • • •••• ASSIMVNo. T No oi. TOMNO. TotalNo.of Allowable LOade of Faeoeners Fasteners in Allowable Loads Me) Assembly Bh�oa (lbs) Code •• (i hes) in SUV20 GA.S6 Product K ofFeamma posomm In Code ,is two Straps 20 GA.Seat 6 $ 6 6 lodx 10dx1%" uplift' Ll L2 ( ) 10d " 10dx • UPW UP" Ll L2 NVSTA12 12 S 6 1Q46 700 1049 NVHTA12 12 10 6 1306 1766 1050 1450 NVSTAI6 16 6 6 1141 760 1144 12 6 1695 1987 1181 1631 7 6 1236 823 1239 NYHTAI6 16 14. 6 1883 2208 1312 1812 NVSTA20 20 8 6 1331 887 1335 NV11TA20 ZO 16 6 2071 2429 1444 1994 �,r� 22 9 6 1426 950 1430 NVHTA22 22 18 6 2239 2649 I37S 2175 Notes: NVSTA74 24 NVlTfA24 24 I Nab amucom"In 2.She nota 66,s 11 for ambhted loedle end sea to adAn*dung looms. 3.Nails thmtt$h 6hords shall notforcetbe tram plates. 4.•ForgeneralnoW roeaheat1. S.For hWWupllftloeds,ooncr to shall b93000 psi. 6.Based=min.2500 psicortmft 15123 LANTERN CREEK LANE 1053-1039 HW298troll o"b ASTON, 1X 77088 MdeakFlmid333013 Aeapeasesite •0 ,7 (305)694-0397 F=(305)694-0399 a TRUSS AND TOP PLATE ANCHORS �O-hFeb 18, NU 1 2 of 4 X008 18 Gauge Angle Clips. (IMMIALNOTES: 1.Steel shall Conform to ASTM A653,structural grade 33(Min.yield 33 kd)and a minimum 1 galvanized ung of Q 60 per ASTMA525. •vr2 • W2 E rt 2.Allowable loads are based on National Desing specifications(NDS)for wood canstru-6n, 1Y At • • : .•• ' 2005 Edition. a A me 2Gt 4 •. ••• o • . • • • 03.Design loads are for Southern Pine apeciss with a specific gravity of0.55,Allowable]Dads far 0:090* • • i • i • other species shell be a4usted accordingly. • L • • 4.Common wire nail values aro based on NDS table I IP,(120.55 and have been reduced for **boo* Pane Dap9r fiuxorP/IOD •• a:** • • S.Allowable loads for wind uplift have already been increased by aduration factor of 60%for • • • • • anchor MI. Load values shown aro without 33%steel stress increase. • • • •• 0000 0000•• 0000••• • 6.Allowable loads for more than asirrgte connection cannot be added together.A design iced • • •••• ALI• ..:.AB-5 hition which Is divided into components In go direction given must be evaluated as follows: + +L 0 ••..• .00. n1Ift �Ll WWj X1.0 Allowable Uplift 0 • 0000 7.Allowable loads are based an IW thick wood members unless othawin noted. S.All tie beams and grouted oououte masonry shall comply with chaptar2l ofPBC.Conef a for tie beams and grout and mortarfor 000ete masonry sW beaminimmrtof2500 psi.Concrete Product Dimenstons(ulchos) Fastener Schedule Alowable Lads(lbs) masonry shall cam*with ASTM C90. Code Wl W2 L Iioadea Joist F1 F2 9.All tests have bees conducted in accordance with ASTM D-1761. ABS IY2 23/rs S 340dxIY2° 3-10dxl%u 511 595 AB7 IY2 23/6 7 4-10dxLV2! 4-10&1%- 582 794 attppucrataaevr� a,.�•�e•r+� Atse�Oeee•slet 6'x78 Noes: Nail wider angle,leg to Joist and Shorter log to Header. VIP $ t N. T01-AT, PE(CIVIL)FL R 1\u—l�ue l-. FL EG. 1R 8N C . 1033-1059 Fast 29 ShW 18123 LANTEF(N R��K LANE HOUSTON, 1X 77088• Hiele-h.Florida 33013 M 64-0397 Fay M 694-0398 TRUSS AND TOP PU1T8 ANCHORS DWO. Meet RaVISIMM -- NEMI of4 Ft> gw.2S,2012 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-1,titled"Truss and Top Plate Anchors",sheets 1 through 4 of 4,dated 02/18/2008,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and scaled by Vipin N.Tolat,P.E. B. TESTS °Submitted tinder NOA#08-0323.02" Test reports on wood connectors per ASTM D1761-88 by Product Testing,Inc.,signed and sealed by C.R Caudel,P.E. Report No. Wood Connector Load Direction Date 1. 05=5195A AB-5 F1 and F2 06(03/05 2. 05-5196A AB-? Fl and F2 06/11/05 3. 04-4995 NWFU 26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 S. 05-5612 IKE-1 Upward,LI and L2 03/20/06 6. 06-5622 UM-2 Upward,LI and L2 05/01/06 7. 04-4908 NVTT Upward and L1 07/21/04 8. 03-4631 NVTT Upward and Ll 06/21/04 9. 08-6711 NVHC-37 Upward,Ll and L2 03/14/08 C. CALCULATIONS `Submitted under NOA#08-0325.02" 1. Shear value of common wire nails and steel plate tensile calculations,prepared by Vipin N.Tolat,P.E.,Consulting Engineer,dated 03/20/2008,signed and sealed by Vipin N.Tolat,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTWICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest,dated 01/31/2013,signed and sealed by Vipin N.Tolat,P.E. "Submitted tinder NOA#08-0325.02" 2. Code conformance letters for all of the tests listed on Section B,issued by Product Testing, Inc,jigged 8nd sealed by C.R.Caudel,P.E. . .. . . . . ••• . Soo 00 . y413 • ••• •V ••• • • Carlos M. Utrera,P.E. •• • • • • • • • • . 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Dead+Live+Wind Between Top&Bottom Masonry Bending Stress 380.99 psi Steel BendingEt" ; .•• .021,005.57 psi Masonry .S ' •'' �: :•: 13.15 i . ... ..• Combined Stress Ratio 0.8752< 1.0000 (fie) or _..•. - •- lVA (6)1983-98_ENE_C.AL_C � • KW-600,Ver 5.0.6,15-Jul-1998,Win32 ••• 0 0 0 ••• • • Too: PAJ O RSC t Gr, Jobst Dow. Dew 4-so t c. DemuWW: scope: Masonry Wall Design 2 Desc ption GaNe end wal Flod LaW&iifomenb ^ Was Welt amment Ik Mid W 273.00 bs Wind M moat O M'id it &43412'" Seismic Moment Mid Fit OAO b# Dyad Land Moment Tap at Wap OAO " Dead Lmd Moamt Mid R 0.00 b4 Tailed Dead Load 50000 in Takd Lire Load 000 p!s Lime Load Moment @ Top of Wal OAA " LkVL=d Moment a Mid m 0.00 " Aftuftm Apow Moment for Applied AAW L sed= 9AM44 in# Maohmm Apow Axid Laad for Applied k not= 19,10-146s .. .•. . . . . . .. OV . .. . . . . ..• . .. .•. .. . . . .. .. . . • • . . : : : (c}1983- £MERCALC • • • • • is �s s —. i'KW 06�, ort5-Ju000 t-t ,tMn32 • •• •• • • • •• •• • • • TERRACE. - i 04 A M 1. 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ALEJANDRO PINO&KATRINA SILVA Jurisdiction: 232600 Design Location: FL,Miami 1. New construction or existing Existing(Pr*cte 9. Wail Types(2500.0 sgfL) Insulation Area 2. Single family or multiple family Single-family a.Concrete Block-IM Insul,Exterior R=5.0 2500.00 its b.WA R= fP 3. Number of units,if multiple family 1 a WA R= ft 4. Number of Bedrooms 3 d.WA R= fts 5. Is this a worst case? No 10.Ceiling Types (2299.0 sgfL) Insulation Area a.Under Attic(Vented) R=30.0 2299.00 fit 6. Conditioned floor area above grade(fts) 2299 b.WA R= itz Conditioned floor area below grade(W) 0 c.NIA R= fts 11.Duds R fe 7. Windows(452.9 sgfL) Description Area a.Sup:Main,Ret:Main,AH:Main 6 10 a. U-Factor. Sgl,U=1.06 428.92 flu SHGC: SHGC=0.42 b. U-Factor. Sgl,U=1.06 24.00 fts 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.42 a.Central Unit 6.0 SEER:16.00 a U-Factor. WA fts SHGC: 13.Heating systems kBtuft Efficiency d. U-Factor. NIA fts a.Electric Strip Heat 17.5 COP:15.71 SHGC: Area Weighted Average Overhang Depth: 0.333 ft. Area Weighted Average SHGC: 0.420 14.Hot water systems 8. Floor Types (2299-0 sgfL) Insulation Area a.Electric Cap:60 gallons a.Crawtspace R=19.0 2299.00 fts b. Conservation features EF:0.920 b.N/A R= ,its None c.WA R= iP 15.Credits Pstat G Total Pro Modified Loads: 60.71 I pow Iass/F our Area: 0.197 Total Standard Reference Loads: 79.09 �� 1 hereby certify that the plans and specifications covered by Review of the plans and 01'IKE sT9TF this calculation are cc liance with the Florida Energy specifications covered by this e p Code. calculation indicates cum liance 1B �' with the Florida Energy Code. N` {O PREP E BY: Before construction is completed r� ,;� , DATE: this building will be inspected for M � O compliance with Section 553.908 I her Florida Statutes. ably certify that this riding,as designed,is in compliance with the Florida Energy Code. Cpp WE OWNERIAGENT: BUILDING OFFICIAL: DATE: ®�®�� ... . . .. DATE: .. . . . . - Compliancei �9° :Ilii hlbndlef Witt manufacturer that the air handler enclosure qualifies as certified fh�ory�d in accord°ce 403.2.2.1.1. - ComplianT"ares complpdonN-i Fl d9 fir Bgder and Insulation Inspection Checklist s ®®h'�D��Q ••i i•i i i•••i ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 77 The lower the EnergyPerformance Index;the more efficient the home. 9105 NE 5TH AVE, MIAMI SHORES, FL, 1. New construction or existing Existing(Pr*cte 9. Wan Types Insulation Area 2. Single family or multi family Single-family a.Concrete Block-Int Insul,Exterior R=5.0 2500.00 ft2 b.WA R= ft2 3. Number of units,if multiple fames 1 c.WA R= fP 4. Number of Bedrooms 3 d.WA R= ft2 5. is this a worst case? No 10.Caning Types Insulation Area a.Under Attic(Vented) 8=30.0 2299.00 f12 6. Conditioned f w area 012) 2299 b.WA R= fix 7. Windows*" Description Area a WA R= ft2 fe a. 1.1-Factor Sgl,U=1.06 428.92 ft2 11.Duds R a.Sup:Main,Ret Main,AH:Main 6 10 SHGC. SHGC=OA2 10 b. U-Factor. Sgl,U=1.06 24.00 ft2 SHGC: SHGC=0.42 12.Cooling systems kBtu/hr Efficiency c. U-Factor. WA fe a.Central Unit 6.0 SEER:16.00 SHGC: d. 1.1-Factor WA ft2 13.Heating systems kBtu/tir Efficiency SHGC: Area Weighted Average Overhang Depth: 0.333 ft a.Electric Strip Heat 17.5 COP:15.71 Area Weighted Average SHGC: 0.420 8. Floor Types insulation Area 14.Hot water systems Cap:60 gallons a.Crawispac:e R=19.0 2299.00 ft2 a.Electric EF:0.92 b.WA R= ft2 b. Conservation features c WA R= ft2 None 15.Credits Pstat I Certify that this home has complied with the Florida Energy Efficiency Code for Building 4�KESr9T Construction through the above energy saving features which will be installed(or exceeded) v0 : , 41,in this home before4nalinspection. Otherwise,a new EPL Display Card will be completedN based on installedpliant features.Builder Signature: AJ Date:Address of New Hoplit f 60 City/Fl-)ip: K �•coD T-"E *Note: This is notes iEnergy Rating. If your Index is below 70,your home may qualify for energy efficient mortgage(EE Qblaiti q fjoi jdq WgyGauge Rating. Contact the EnergyGauge Hotline at(321) 638-1492o ° rre �e4 stte:atfttergygauge.com for information and a list of certified Raters. For informatio lbrii r Cod@*Ettet'gysConservation, contact the Florida Building Commission's support staff. **Labelrequited by SWrr 301.1.E oche�ibridjti�lirtg Code, Energy Conservation, if not DEFAULT. epi-)3 AR001+ 8• : �1 • • @A v°°° . ° ugeO USA-FlaRes2010 Section 405.4.1 Compliant Software RE D PA . .. .. . . . .. .. ... . • • 000 0 . PROJECT Title: ADDITION ALEJANDRO PIM Bedrooms: 3 Address Type: Street Address Building Type: User Conditioned Area: 2299 Lot# Owner: ALEJANDRO PINO&KATRI Total Stories: 1 Bkx*/SubDivision: #of Units: 1 Worst Case: No PlatBook: Builder Name: GP BUILDERS Rotate Angle: 0 Street: 9105 NE 5TH AVE Permit Office: VILLAGE OG MIAMI SHORE Cross Ventilation: County. Monroe Jurisdiction: 232600 Whole House Fan: City,State,Zip: MIAMI SHORES, Family Type: Single-family FL, New/Exftffng: E)asting(Projected) Comment: `/ CLIMATE V Design Location TMY Site Zone 9�%n T .5 /o Winemp Int er DesignS mmer gree D Design Daily Temp 0 o 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 Bloc:k1 2299 22990 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 2299 22990 Yes 6 3 1 Yes Yes Yes FLOORS # Floor Type Space ExPosed PerWall Ins.R Value Area Floor Joist R Value Tile Wood Carpet 1 Crawlspace Main 277 ft 0 2299 ft2 19 0.2 0 0.8 ROOF / Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Flat tile/slate 2369 ft2 286 ft2 Medium 0.96 NO 0.9 No 0 14 / ATTIC V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 Partial cathedral cel Vented 300 2299 ft2 N N CEILING # Ceiling Type Space R Value Area Framing Frac Truss Type 1 Under Attic • ••e • • • • • •• (Venlecis : •e: : :IIA�rar: � 30 2299 ft2 0.11 Wood e• • • • • • • • • • • •• •• • • • • • • • • • • • • • • • • •• •• • • • •e •• ••• • • • ••• • • WALLS AdjacentSpate RAtalue Ft In Et In Area R-Value Fraction Absor Cavity Width Height Sheathing Framing Solar Below# Ornt TO mil Iwo 0 - 1 N Exterior Concrete Block-int Insul (Main 5 68 10 10 0 688.3 ft2 0 0.75 0 -2 S Exterior Concrete Block-Int Insul Main 5 65 10 10 0 658.3 ft2 0 0.75 0 3 E Exterior Concrete Block-Int Insul Main 5 57 8 10 0 576.7 ft2 0 0.75 0 4 W Exterior Concrete Block-Int Insul Main 5 57 8 10 0 576.7 ft2 0 0.75 0 DOORS # Omt Door Type Space Storms U-Value Ft Width In Ft Height Area 1 N Wood Main Metal .32 3 6 8 20 ft2 2 W Wood Main Metal .46 3 6 8 20 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. / Wan Overhang V # Omt ID Frame Partes NFRC U-Factor SHGC Area Depth Separation IM Shade Screening 1 N 1 Metal Single(Clear) Yes 1.06 0.42 9.0 fN 0 It 4 in 1 ft 0 in Drapesiblinds None 2 N 1 Metal Single(Tinted) Yes 1.06 0.42 24.0 ft2 0 It 4 in 1 It 0 in Drapes/blinds None 3 N 1 Metal Single(Clear) Yes 1.06 0.42 40.0 ft2 0 ft 4 in 1 ft 0 in Drapes/blinds None 4 S 2 Metal Single(Clear) Yes 1.06 0.42 24.0 ft2 0 It 4 in 1 ft 0 in Drapesiblinds None 5 S 2 Metal Single(Clear) Yes 1.06 0.42 48.0 ft2 0 ft 4 in 1 ft 0 in Drapes/blinds None 6 S 2 Metal Single(Clear) Yes 1.06 0.42 13.5 ft2 0 ft 4 in 1 ft 0 in Drapes/blinds None 7 E 3 Metal Single(Clear) Yes 1.06 0.42 33.3 ft2 0 It 4 in 1 ft 0 in Drapesiblinds None 8 E 3 Metal Single(Clear) Yes 1.06 0.42 32.1 ft2 0 It 4 in 1 ft 0 In Drapes/blinds None 9 E 3 Metal Single(Clear) Yes 1.06 -'0.42 80.0 ft2 0 It 4 in 1 ft 0 in Drapesiblinds None 10 E 3 Metal Single(Clear) Yes 1.06 0.42 24.0 ft2 0 it 4 in 1 ft 0 in Drapesiblinds None 11 W 4 Metal Single(Clear) Yes 1.06 0.42 36.0 ft2 0 ft 4 in 1 ft 0 in Drapes/blinds None 12 W 4 Metal Single(Clear) Yes 1.06 0.42 80.0 ft2 0 It 4 in 1 ft 0 in Drapes/blinds None 13 N 1 (Metal Single(Clear) Yes 1.06 0.42 9.0 ft2 0 ft 4 in 1 It 0 in Drapes/bIWs None INFILTRATION # Scor Method SLA CFM 50 ELA EgLA ACH ACH 50 r 1 Wholehouse Best Guess .0003 1809.1 99.32 186.78 .207 4.7214 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1A Electric Strip Heat None COP:14 10 kBtu/hr 1 sys#1 1 B Electric Strip Heat None COP:18 7.5 kBtu/hr 1 sys#1 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • •• • • • • • • • • • • •• •• • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Bloc Duds 1 A Central Unit Split SEER:14 3 kBtu/hr 90 Cfm 0.65 1 sys#1 1 B Central Unit Split SEER:18 3 kBtu/hr 90 dm 0.65 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use Setpnt Conservation 1 Electric None Main 0.92 60 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage F- Cert # Company Name System Model# Collector Model# Area Volume FEF None None fP DUCTS / —Supply— —Return— Air CFM 25 CFM25 HVAC# �/ # Location R Value Area Location Area Leakage Type Handier TOT OUT ON RLF Heat Cool 1 A Main 6 10 ft' Main 21112 Default Leakage Main (Default) (Default) 1 1 1 B Main 6 10 ft' Main 21 ft' Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat Y Ceiling Fans: Cool* Jan Feb Mar Apr Me n Jul A Sep Oct Nov Dec V n9 Jan Jan L 1 Feb bb 7( Mar Apr MaY Jun Jul Aug ep Oct Nov Dec Jun Jul Aug SeP Oct ( Nov Dec Apr May JuS Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) PQM 80 80 78 78 78 78 78 78 7708 78 78 78 Cooling(WEH) PQM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating(WEH) PM 68 68 6688 6688 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System None 0 0 0 1-Electric Strip Heat 0% 1-Central Unit :0 000 gee Or • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 9105 NE 5TH AVE PERMIT#. TBD 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. Therms& 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 403.2.2 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 breaker (electric)or shutoff(gas). Circulating system pipes insulated to=R-2 +accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. ✓ Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower(HP)of= 1 &Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70%of heat from ►pr site-recovered energy.Off/timer switch required. Gas heaters minimum BVI thermal efficiency--78%(82%after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 ••• -.gDi,09 p%ci3a1og• erformed&attached. Minimum efficiencies per •. .Ta6�4503=3. Equipment efficiency verification required. Special equipment ••• :o&dsi6a ccooI!i"r9 heating capacity requires separate system or variable capacity system. Electric heat>10kW must be divided into two ... or.7LorV.%th9eS- Ceilings/knee walls 405.2.x. : . � 9:s oe••• * .. .� .. � g9eyrrr�ttig. ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Residential System Sizing Calculation Summary ALEJANDRO PINO 8t KATRINA SILVA Project Title: 9105 NE 5TH AVE ADDITION ALEJANDRO PIMO MIAMI SHORES, FL 4/12/2015 Location for weather data: Miami, FL -Defaults: Latitude(25.82) Altitude(7 ft) Temp Range(L) Humid' data: Interior RH 50% Outdoor wet bulb 77F Humidity differen r. Winter design temperature(MJ8 99%) 50 F Summer design temperature(MJ8 99%) 90 F Winter setpoint 70 F Summer setpoint 75 F Winter ternDerature difference 20 F Summer temperature difference 15 F Total heating load calculation 20994 Stuh Total coolina load calculation 32027 Btah Submitted heating capacity %of calc Btuh Submitted doling capacity %of calc Btuh Total(Electric Strip Heat) 83.4 17500 Sensible(SHR=0.65) 14.4 3900 Latent 42.4 2100 Total 18.7 6000 WINTER CALCULATIONS Winter Heating Load for 2299 Load component Load Window total 453 sqft 9602 Btuh well total 2007 sqft 5055 Btuh Door total 40 sqft 312 Btuh 6 , , � n• Ceiling total 2299 sqft 1464 Btuh Floor total 2299 sqft 1769 Btuh Infiltration 127 cfm 2791 Btuh ,w Dud loss 0 Btuh Subtotal 20994 Stuh waescz4%, r, Ventilation 0 cfm 0 Btuh ` " OF TOTAL HEAT LOSS 20994 Btuh ®.� •,,......•,• SUMMER CALCULATIONS Summer Coolina Load for 2299 s o Load component Load — Window total 453 sqft 15362 Btuh ° Wall total2007 sqft 3791 Btuh Door total 40 sqft 312 Btuh iI� G'j' - ,.•'A ';Y, Ceiling total 2299 sqft 2123 Btuh LaWt 4%) t� `ST '•••••''° �\ Floor total 1335 Btuh b1`` "> ®®�®� D AR G`� Infiltration 95 cfm 1570 Btuh Internal gain 2580 Btuh i,fIL<17%> � � Dud gain 0 Btuh � w+HkWS(4M) Sens.Ventilation 0 cfln 0 Btuh w `. Blower Load 0 - Btuh Total sensible gain 27874 Btuh FWW4%) Latent gain(ducts) •• 900 • • • •0• Btuh Latent gain(infiltration) • 73 :gtuh • •• • • • •• WaW12%) Latent gain(ventilation) ••' ••: • : ••• 0.0; .QMh c (M) Latent gain(intemal/oc cupants/other) 1200 Btuh Total latent gain 4953 Btuh TOTAL HEAT GAIN ••• •:• • • 3027 Bt0J •. . • • . • . . • • • •• •• • • • • • EnergyGauge®S S ng w 8th Edition PREP D BY: ••• • • • • ••• • • DATE: i i••• i iF^R:gJhAvw- !I IRRF7R WA ••• • • • ••• 0 0 U-i far, wot Yj� 40FL141 keg' iN 'r ' Miami Shores Village JAN Q g JAN 2 8 2015 �� Building Department BY:___Edk_ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 UNIFORM MUNICIPAL TCO/TCC INSPECTION REPORTING FORM Master Permit No. �L r�,�5 s Miami-Dade County from Municipality: "t� Municipal Permit No. (MELD): Job Address:g 1 fps N E S#-q !V2 AWK I ShUDni>�53313 5 Project Name: Qualifier's Name: Qualifier's Phon : "(�(9(p EmaiI:LMSd41X&e PJroL • Owner's Name.-Avadro Pile Owner's Phone 3 302-5710 Email:Ae lt/Uq Il�jC1 MaI(•CoYY! This Uniform Municipal TCO/TCC Inspection Reporting Form is used to gather trade approvals for Temporary Certificate of Occupancy(TCO)or Completion (TCC). Once validated by the Municipal Building Department personnel,the form must be present at the job site for the field inspectors. When all approvals have been obtained,take the signed form back to the Municipal Building Department for TCO/TCC issuance. E-Bldg Form Validated by /� _(2Date: Dept Personnel: Print Name Signature OAll"Required"TCO/TCC inspections indicated below must be signed"Approved" before certificate issuance. Req'd. Trade Inspector's Approval Date Name Signature Comments Building Electrical PY ❑ Fire ❑ Mechanical Plumbing ❑ Public Works ❑ Z nine Other Important.Note: The TCO/TCC is not valid and building and/or.space may not be occupied unless signed by the Building Official. Occupying the building and/or space without obtaining a TCO/TCC issued by the Municipal ANding Dep�rtment is prohibited and is in violation of the F12dda Building Code Section 110.3. . . 3 3 Building Official's Approval: tO L► 2r !6••�•• •••••• Date: ...... �1n TCO/TCC ❑ Extension TCC/TCO Duration: 36 C�r� S • •••••• •• •• • Conditions of TCO/TCC: ...... 000000 ..:..' 00 00 • If Master Permit expires,the TCO/TCC will automatically be revoked and the space must bg'V430?d. •• • A TCO/TCC may be revoked if any action by the contractor, owner or tenant creates any code vioEet1104affectigg the proper occupancy of the area. ...... • Any TCO/TCC that expires without renewal or has been revoked can result in a notice of violati... cwil violation and/or disconnection of utility services. • Other conditions: 04/09D 1.0SF80A Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 Website:www.miamishoresvillage.com TEMPORARY CERTIFICATE OF OCCUPANCY APPLICATION (T.C.0) Please be advised that the TCO expiration date is based on conditions from Miami-Dade County Fire Dept. Date: �� 6 1 Folio#:11- 302 — O \-(A —\01 \ t7 Master Building Permit#: R jo Square Footage of Space: a f fl Miami-Dade Municipal Process#: Miami-Dade Municipal Permit#: Contracting Company: G � 1 0 C . Owner/Tenant: \�Dw a i'n ��N `� Ire -"Y' Lot: g Block: 5 Subdivision: \ S'Zof Street Address: 4 J 0 E � Signature of applicant verifies the above information is true and correct.The Temporary Certificate of Occupancy is issued to the above named for building at the above location only upon the express provisions that the applicant will be able by and comply with all conditions of the Zoning ordinances and all ordinances of Miami Shores Village and/or Florida Building Code pertaining to erection,construction or remodeling of buildings or structures. This also certifies that the electrical wiring and or equipment,and the plumbing work has been inspected and approved. LVWt! LK V— :i %/1/14_,,t Y—D co Print Name of Applicant or Qualifier Signature of Applicant or Qualifier FOR OFFICE USE ONLY TCO Number: Fee: Expiration Date: Technology Fee: Approved Use for Occupancy: Total: . 0000 0000.. Remarks: •• 000000 • 000000 0 0000.. Building Official/Designee: 0000.. .0000. 0000 00 0000 0 00 00000 Inspections: 66:06: 0004, 00 00000 .. .. 00 0 000000 Zoning Yes/No Plumbing Yes/No :•';': . 0 :000:0 000000 Building Yes/No Fire Sprinkler Yes/No 00 0 0000 • • Electrical Yes/No Fire Yes/No .00 • Mechanical Yes/No Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax:(305)756.8972 —c3 q6 Inspection Number. INSP-252317 Permit Number PL-6-15-1454 Scheduled Inspection Date:February 08,2016 Permit Type: Plumbing-Residential Inspector. Hernandez,Rafael Inspection Type: TCC/TCO Owner. PINO,ALEJANDRO Work Classification: Addition/Alteration Job Address:9105 NE 5 Avenue Miami Shores,FL 33138- Phone Number 305)302-5770 Parcel Number 1132060141210 Project <NONE> Contractor CASAS PLUMBING CORP Phone: (786)303-7960 Building Department Comments NEW KITCHEN, NEW GARAGE,NEW BEDROOM,NEW PLUMBING FOR THE ABOVE AREAS. Inspector Comments Passed Iii Failed El Correction ❑ Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 05,2016 For Inspections please call:(305)762-4949 Page 36 of 45 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax:(305)756.8972 Inspection Number. INSP-252318 Permit Number. PL-9-15-2460 Scheduled Inspection Date: February 08,2016 Permit Type: Plumbing- Residential Inspector: Hernandez,Rafael Inspection Type: TCWCO Owner. PING,ALEJANDRO Work Classification: Gas Job Address:9105 NE 5 Avenue Miami Shores,FL 33138- Phone Number (305)302-5770 Parcel Number 1132060141210 Project: <NONE> Contractor: GARCA GROUP LLC Building Depatrtntent Comments GAS PIPE INSTALLATION FROM ABOVE GROUND PROPANE TANK TO 2 APPLIANCES Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid For Inspeva lease call:ons 305 762-4849 February 05,2016 p ( 1 Page 37 of 45 1 G.P. BUILDERS, INC. JAN 2 015 LICENSE ICRC 13299428 January 26,2016 Mr. Ismael Naranjo Building Official Village of Miami Shores Miami Shores,FL 33138 RE: Request for TCO for 9501 NE P Ave.,Miami Shores, FL Alejandro Pino&Katrina Silva,Owners Master Permit: RC-4-15-946 Dear Mr. Naranjo: Kindly consider this letter to be a request for a 3_ 0 day TCO for the above subject property. The majority of construction is complete on the house. Alejandro Pino and Katrina Silva wish to move in ASAP as the lease is up on their apartment and will not have a place to live. Specific areas include the entire house. The contact name and phone number for Alejandro Pino is(305)302-5770. We hold harmless and release the Village of Miami Shores Building Department and the Miami Dade Fire Department from any liability that may arise during the use of the property while under the limitation of the TCO. We hereby certify that all means of egress shall be kept clear and accessible and that all like safety systems will be maintained and operable at all times while the entire property is being occupied. Mr. Naranjo,we would really appreciate your help. Sincerely, 4-vi) • L',��0000.. I- .. 0000.. 0000.. . 0000.. Katrina Silva Alejandro ino Lourdes Santeiro Pino • 0000.. Owner Owner GP Builders, Inc., i Qualifier 8099-0 - •••� ••;•'� 0000 .. . 0000.. 0000.. . . .0060. .. • 0600 00 0 4965 DAVIS ROAD,MIAMI,FL 33143 TEL:(305)397-8590 FAX:(305)397-6506