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RC-13-1975 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-214639 Permit Number: RC-8-13-1975 Inspection Date: June 23, 2014 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Termite Letter Owner: GUILLERMO DE LOS RIOS JARAMILLO, Work Classification: Alteration VIRMCAIA A0^k1r%AA1f% Job Address: 70 NE 97 Street Miami Shores, FL 33138-2331 Phone Number (305)965-2807 Parcel Number 1132060130760 Project: <NONE> Contractor: JM GENERAL CONTRACTORS, INC Phone: (754)235-6136 Building Department Comments INTERIOR REMODEL FOR KITCHEN AND BATHROOMS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 23, 2014 Page 1 of 1 Miami Shores Village RFs G, Building Department logo NJ 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 ��0 111 Fax: (305) 756.8972 124(1 -13 Page 1 of 1 Permit No: 9C 13 --� Structural Critique Sheet I c-e, - --�v - �.� 40 . -Q,.ow- --eck A-S-� .�, �' (�i 0 4- L*x-, STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf Exterminators, 4035 S.W. 98 Avenue, Miami Florida 33165 ' 4 P.O. Box 650213/Miami Florida 33165-0213 Tel. (305)552-0141 / 1-800 782-9284 FAX (305)227-1797 WEB PAGE: www.al-flex.com / E-Mail: al-flex@bellsouth.net Partial Treatment Notice Project Name s/ � Property Address: 70 Ali� q'7 5/ Lot Block Model: (j�tf� � FL Service order by: U P,4?A A,1A kvPermit#: I Dater / Time: Applicator: �l�CIU Product Used:-6_--A017)1nGX7) Chemical Used:7m/06 C`10 (active ingredient) Number of Gallons applied :S Percent Concentration: (01 04 i Area Treated : Tamp: Linear feet Treated Stage of Treatment : Horizontal/Interior Vertical I Vy n This is not valid without a company seal 1. The above noted structure has received the first of two or more required treatmets for the prevention n subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract,AI-Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is.in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure,must be treated at final grade accordance with pesticide label and Florida Statue.Warranty and treatment certification will be issued upon'completion of final treatment. This form should not be accepted as proof of complete treatment for Certificate of Occupancy or Closing. NOTICE TO BUILDER: It is the responsibility of the builder to notify AL-Flex Exterminators should treatment be required for patios, driveways and entryways.AI-Flex Exterminators must be notified at final grade of structure so final treatment can be completed warranty issued, and required paperwork for closing submitted. THIS IS NOT A PROOF OF WARRANTY AI-Flex Exterminators, 4035 S.W. 98 Avenue, Miami Florida 33165 P.O. Box 650213/Miami Florida 33165-0213 Tel. (305)552-0141 / 1-800 782-9284 FAX(305)227-1797 WEB PAGE: www.al-flex.com / E-Mail: al-flex@bellsouth.net Partial Treatment Notice Project Name: J Property Address: ; Lot Block Model: FL Service order by: } Permit#: Date:: Time: Applicator: Product Used: Chemical Used: - (active ingredient) Number of Gallons applied :- Percent Concentration: Area Treated : Tamp: Linear feet Treated Stage of Treatment : Horizontal/Interior Vertical This is not valid without a company seal P Y 1. The above noted structure has received the first of two or more required treatmets for the prevention of native subterranean termites. 2. Upon completion of this treatment and payment of any balance due under this contract,AI-Flex will provide purchaser with written confirmation that the treatment is completed and the associated limited warranty is in full force and effect. The limited warranty shall not be considered to be in effect until all required payment has been made. This form is for inspection or construction draw purposes only. The perimeter of the above structure must be treated at final grade accordance with pesticide label and Florida Statue.Warranty and treatment certification will be issued,4pon mptetion of final treatment. ` .'' This form should not be accepted as proof of complete treatment for Certificate of OccupAcy.or�Iofini¢r ` NOTICE TO BUILDER: It is the responsibility of the builder to notify AL-Flex Exterminators should treatmgrtt 04 regrkited for patios, driveways and entryways.AI-Flex Exterminators must be notified at final rade of structure so firtal tre rrn bei€©m feted Y9 � R warranty issued, and required paperwork for closing submitted. ; THIS IS NOT A PROOF OF WARRAN'T'Y= it Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-214640 Permit Number: RC-8-13-1975 Inspection Date: June 23, 2014 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: Final PE Certification Owner: GUILLERMO DE LOS RIOS JARAMILLO, Work Classification: Alteration VIIIACAIA AQf1A1r%Awlf1 Job Address:70 NE 97 Street Miami Shores, FL 33138-2331 Phone Number (305)965-2807 Parcel Number 1132060130760 Project: <NONE> Contractor: JM GENERAL CONTRACTORS, INC Phone: (754)235-6136 Building Department Comments INTERIOR REMODEL FOR KITCHEN AND BATHROOMS Infractio Passed Comments INSPECTOR COMMENTS False -Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 23, 2014 Page 1 of 1 1 ROGER CHAVARRIA. P.E Ph:305-229-3874 Consulting Engineer& Planner. Fax:305-359-3863 175Fontainebleau Blvd.Ste.2G-5 Email:restructure@aol.com Miami,FL.33172 June 11, 2014 MIAMI SHORES VILLAGE Building Department. 10050 N.E. 2"d. AVE. Miami Shores, FL.33138 Attn : Building Official Ref: Final Inspection Certification for Soil, Shoring ,Steel Columns and Beam For the residence located at : 70 N.E.97th. St. Miami Shores, FL. Permit# : RC 8-13-1975 I, hereby as the Engineer of record regarding to the residence above mentioned; and as the Special Inspector, I did Three Inspection due to a steel framing built inside the residence to support the roof structure ,because off interior remodeling. These Inspections were : Soil for the new foundations, Shoring to support the existing roof structure and the welding and bolts for the steel framing structures, such letters were submitted to the Inspectors by November of the last year. To the best of my knowledge and professional judgment, these Inspections conformed the approved plan, and the minimum requirements of safety and the F.B.C. 2010 If further information is needed, please give us a call. Sincerely 1a f----- • CHq E IV �.. No. 50712 er ha� .l' ivil/ I` R1�P • � Lic. 071 _ ss••• '� �CNAL 0\ D e : lye►-,,,,,�,�,>`�,, ` Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-214638 Permit Number: RC-8-13-1975 Inspection Date: June 23, 2014 Permit Type: Residential Construction Inspector: Naranjo, Ismael Inspection Type: F. Insulation Certificate Owner: GUILLERMO DE LOS RIOS JARAMILLO, Work Classification: Alteration v111ACKIA ADf%Klr%^Klr% Job Address: 70 NE 97 Street Miami Shores, FL 33138-2331 Phone Number (305)965-2807 Parcel Number 1132060130760 Project: <NONE> Contractor: JM GENERAL CONTRACTORS, INC Phone: (754)235-6136 Building Department Comments INTERIOR REMODEL FOR KITCHEN AND BATHROOMS Infractio Passed Comments INSPECTOR COMMENTS False 1_nspector Comments Passed Z Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. For Inspections please call: (305)762-4949 June 23, 2014 Page 1 of 1 k ;��<<,'t t yt.,. S;,s. i° •�'^ a x Ali . �� SANTA ROSA INSULATION&FIREPROOFING,LLC. BUILDING PERMIT No.: 6130 N.W.74 AVE. Miami,FL 33166 Project Name: (305)592-5249 INSULATION & (305)592-9615 Job Address: 7V ��- Fax: -800305)592-0925 FIREPROOFING, LLC. Toll Free:1-800-679-5915 Lot Block STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify thatthe THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good construction practice, The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) Ye o R-3 ❑ R-4.1 d CELL ❑/ OTHER ❑ VR+FOIL R-5 ❑ R-7.1 ❑ FI-FOIL ENERGY ❑ 1.- Exterior CBS walls Insulation: R-5.4 ❑ (Min.); Material; BATTS ❑ SHIELD ❑ 3/4" ❑ 2.9 ❑ ❑ DOW SUNCOAST ❑ ❑ 0.6 ❑ FI-FOIL. O Thickness: N/A inch(es): Density: N/A Ib/ft3; Mfgr: MAINVILLE ❑ r 4 . R.11 y 3 � . ❑ ❑_ R: ❑ ❑ 2.- Exterior Frame/Metal Stud Walls: ❑ (Min.); Material; FIBERGLASS BATTS ❑ ❑ 0.60 ❑ OTHER ❑ Thickness: 3-1/2" ❑❑ inch(es): Density: o Ib/ft3; Mfgr: MANVILLE ❑ o R-3 ❑ SPRAY CELLULOSE ❑ R-5 ❑ FI-FOIL ❑ ❑ ❑ 3.- Exterior solid concrete walls: R. ❑ (Min.); Material: ❑ 3/4" ❑ 2.9 ❑ SUNCOAST ❑ ❑ ❑ FI-FOIL. ❑ Thickness: ❑ inch(es): Density: 11Ib/ft3; Mfgr: ❑ 1 4� ❑ El 4.- Interior walls ratin"AA Af om no,(�J!A spaces inkftti6Q: R.11 (Min.) 0 00 Material: FIBERGLASS BATTS ;Thickness: 3.1/2" a inch(es): Density: Ib/ft3 ❑ ❑ 5.- COMMERCIAL& RESIDENTIAL CONSTRUCTION ONLY:The COMMON (PARTY)walls separating different tenants shall be insulated as follows: FRAME/METAL STUD WALLS R-11 (Min.); CBS or Concrete walls R-3(Min.) by Energy Code requirements. See ENERYGY CODE, Rev. 1/87, paragraph 903.2(b), on page 9-17, latest edition. These minimums levels of insulation", are not included in the Energy Calculations, but shall be installed in the field. ❑ D 6. Above deck type ROOF INSULATION: R. ❑ (Min.); Material: Thickness.- ,inch s):,Density: I ib/ft3; Mfgr: r R.30i FIBERGLASS BATTS gr R•19 ❑ BLOWN-IN FIBERGLASS ❑ El 7.- Ceilling Insulation: R. ❑ (Min.); Materials- BLOWN-IN CELLULOSE ❑ 6.1/2"❑ 0.6 LT MANVILLE ❑ Qu+ s ��r r 5.4' ❑ 2.9 ❑ KNAUF ❑ Thickness: lo" inch(es): Density: ❑ Ib/ft3; Mfgr: CERTAINTEED ❑ ❑ �8.- NOTE: Densities of sprayed-on, loose fill, or any other composed-on site insulation.shalf:'f 0he RC.F. (Ib/ft3) average of three (3) "DRY SAMPLES" of actual installation. Installed by: Santa Rosa Insulation & Fireproofing, LLC. `- Insulation Company Name Insulation C ntrgotR5 ngika Insulation Contractor CC#: 000018264 / 89-5305-I-X Certified on: ry D G.C./Builder: Company Name G.C./Builder's Signature Building Contractor CC#: Certified on: Date SANTA ROSA INSULATION&FIREPROOFING,LLC. irX BUILDING PERMIT No.: 6130 N.W.74 AVE. Miami,FL 33166 Project Name: (305)592-5249 INSULATION & (305)592-9615 FIREPROOFING, LLC. .lob Address: 70 ��-- 91 �/ Fax:(305)592-0925 Toll Free:1-800-879-5915 Lot Block 2417 STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good construction practice, The insulation furnished and installed has the characteristics shown below: (Check only applicable boxes) �00 o R-3 ❑ R-4.1 p CELL ❑/ OTHER ❑ VR+FOIL R-5 ❑ R-7.1 C] FI-FOIL d ENERGY 1.- Exterior CBS walls Insulation: R-5.4 ❑ (Min.); Material; BATTS ❑ SHIELD ❑ 3/4" ❑ 2.9 ❑ ❑ DOW SUNCOAST ❑ i ❑ 0.6 ❑ FI-FOIL. p� Thickness: N/A inch(es): Density: N/A Ib/ft3; Mfgr: MAINVILLE ❑ R. ❑ ❑ ❑ El El 2.- Exterior Frame/Metal Stud Walls: R. a0 Material; FIBERGLASS BATTS o 0 ❑ 0.6❑ ❑ OTHER ❑ Thickness: 3-1/2' a inch(es): Density: 11 Ib/ft3; Mfgr: MANVILLE O O R-3 ❑ SPRAY CELLULOSE ❑ R-5 ❑ FI-FOIL ❑ ❑ ❑ 3.- Exterior solid concrete walls: R. ❑ (Min.); Material: ❑ 3/4" ❑ 2.9 ❑ SUNCOAST ❑ ❑ ❑ FI-FOIL. ❑ Thickness: ❑ inch(es): Density: ❑ Ib/ft3; Mfgr: ❑ 11 ❑ 4.- Interior walls separating A/C from non-A/C spaces insulation: R.11 ;" (Min.) ❑ ❑ 0.6 ❑ ❑ Material: FIBERGLASS BATTS Thickness: 3.1/2" V inch(es): Density: ❑ Ib/ft3 ❑ ❑ 5.- COMMERCIAL& RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: FRAME/METAL STUD WALLS R-11 (Min.); CBS or Concrete walls R-3 (Min.) by Energy Code requirements. See ENERYGY CODE, Rev. 1/87, paragraph 903.2(b), on page 9-17, latest edition. These minimums levels of insulation", are not included in the Energy Calculations, but shall be installed in the field. ❑ D 6. Above deck type ROOF INSULATION: R. ❑ (Min.); Material: Thickness: inch(�s): Density: Ib/ft3; Mfgr: R.30 dd'' FIBERGLASS BATTS R.19 ❑ BLOWN-IN FIBERGLASS ❑ ❑ 7.- Ceilling Insulation: R. ❑ (Min.); Material- BLOWN-IN CELLULOSE ❑ 6.1/2"❑ 0.6 Cr MANVILLE ❑ 5.4' ❑ 2.9 ❑ KNAUF ❑ Thickness: 16" inch(es): Density: ❑ Ib/ft3; Mfgr: CERTAINTEED ❑ ❑ 1 8.- NOTE: Densities of sprayed-on, loose fill, or any other composed-on site insulation shall be the P.C.F. (Ib/ft3) average of three (3) "DRY SAMPLES" of actual installation. Installed by: Santa Rosa Insulation & Fireproofing, LLC. Insulation Company Name Insulati C ntractor 4gnature Insulation Contractor CC#: 000018264 / 89-5305-I-X Certified on: /ul j D e G.C./Builder: Company Name G.C./Builder's Signature Building Contractor CC#: Certified on: Date 'P';0V SANTA ROSA INSULATION&FIREPROOFING,LLC. V:j4F i� �r� BUILDING PERMIT No.: 6130 N.W.74 AVE. A OL Miami,FL 33166 P (305)592-5249 roject Name: (305)592-9615 INSULATION & Fax:(305)592-0925 Job Address: 70 �� 91 S / Toll Free:1-800-879-5915 FIREPROOFING, LLC. Lot Block STATEMENT OF COMPLIANCE: We, the undersigned, hereby certify that the THERMAL INSULATION has been installed in the above referenced project, in compliance with the latest edition of the STATE OF FLORIDA ENERGY CODE, the APPROVED ENERGY CALCULATIONS, and Plans, and in accordance with good construction practice, The insulation furnished and installed has the characteristics shown below: (Check onlyy applicable boxes) �00 o R-3 ❑ R-4.1 d CELL ❑/' OTHER ❑ VR+FOIL R-5 ❑ R-7.1 C1FI-FOIL Er ENERGY 1.- Exterior CBS walls Insulation: R-5.4 ❑ (Min.); Material; BATTS ❑ SHIELD ❑ 3/4" ❑ 2.9 ❑ ❑ DOW SUNCOAST ❑ 0.6 —❑ FI-FOIL. Thickness: N/A V inch(es): Density: N/A LJ Ib/ft3; Mfgr: MAINVILLE ❑ R. ❑ ❑ ❑ ❑ ❑ 2.- Exterior Frame/Metal Stud Walls: R.11 0 (Min.); Material; FIBERGLASS BATTS ❑ ❑ ❑ 0.6❑ ❑ OTHER ❑ Thickness: 3-1/2" 0 inch(es): Density: o Ib/ft3; Mfgr: MANVILLE o 0 R-3 ❑ SPRAY CELLULOSE ❑ R-5 ❑ FI-FOIL ❑ ❑ ❑ 3.- Exterior solid concrete walls: R. ❑ (Min.); Material: ❑ 3/4" ❑ 2.9 ❑ SUNCOAST ❑ ❑ ❑ FI-FOIL. 11Thickness: 11inch(es): Density: ❑ Ib/ft3; Mfgr: ❑ ❑ 4.- Interior walls separatinb A/C from non-A/G��.spaces insuiati6n: R.11 e" (Min.) ❑ ❑ 0.6 ❑ ❑ ❑ Material: FIBERGLASS BATTS e-' ;Thickness: 3.1/2" 12� inch(es): Density: ❑ Ib/ft3 ❑ ❑ 5.- COMMERCIAL& RESIDENTIAL CONSTRUCTION ONLY: The COMMON (PARTY) walls separating different tenants shall be insulated as follows: FRAME/METAL STUD WALLS R-11 (Min.); CBS or Concrete walls R-3 (Min.) by Energy Code requirements. See ENERYGY CODE, Rev. 1/87, paragraph 903.2(b), on page 9-17, latest edition. These minimums levels of insulation", are not included in the Energy Calculations, but shall be installed in the field. El El6. Above deck type ROOF INSULATION: R. o (Min.); Material: Thickness: inchf,lzs): Density: lb/ft'; Mfgr: R.30 d� FIBERGLASS BATTS R.19 ❑ BLOWN-IN FIBERGLASS ❑ ❑ 7.- Ceilling Insulation: R. ❑ (Min.); Material' BLOWN-IN CELLULOSE ❑ 6.1/2"❑ 0.6 t� MANVILLE ❑ '', , r, 5.4"❑ 2.9 ElKNAUF ❑ Thickness: fa" Iinch(es): Density: ❑ Ib/ft3; Mfgr: CERTAINTEED ❑ ❑ 8.- NOTE: Densities of sprayed-on, loose fill, or any other composed-on site insulation shall be the P.C.F. (Ib/ft3) average of three (3) "DRY SAMPLES" of actual installation. Installed by: Santa Rosa Insulation & Fireproofing, LLC. 1 1 , Insulation Company Name Insulation C?ntractor Ildnature Insulation Contractor CC#: 000018264 / 89-5305-I-X Certified on: D to fi G.C./Builder: Company Name G.C./Builder's Signature Building Contractor CC#: Certified on: Date Date CERTIFICATE OF LIABILITY INSURANCE 10/24/2013 Producer: Lion Insurance Company This Certificate is issued as a matter of information only and confers no 2739 U.S. Highway 19 N. rights upon the Certificate Holder. This Certificate does not amend,extend Holiday, FL 34691 or alter the coverage afforded by the policies below. (727) 938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. & Subsidiaries Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer B: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages e policies or insurance is a owave been issue o e insure nam above r e policy periodm ica e . Notwithstanding any requirement,term or condition o any contract orother 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. Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Limits LTR INSRD Type of Insurance Policy Number Date Date (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each Occurrence 4 Commercial General Liability Damage to rented premises(EA Claims Made ❑ Occur occurrence) Med Exp Personal Adv Injury h neral aggregate limit applies per: Policy11Project ❑ LOC General Aggregate Ii Products-Comp/Op Agg AUTOMOBILE LIABILITY Combined Single Limit (EA Accident) 6 Any Auto All Owned Autos Bodily Injury (Per Person) Scheduled Autos Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILITY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2013 01/01/2014 x wC Statu- I OTH- Employers'Liability tory Limits ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? No E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 41-65-877 Coverage only applies to active employee(s)of South East Employee Leasing Services,Inc.that are leased to the following"Client Company": IM General Contractors,Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s),while working in:FL. Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 09-24-13(EP)/REISSUE 10-24-13(TLD) Begin Date:7/18/2013 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should any of the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-198276 Permit Number: RC-8-13-1975 Scheduled Inspection Date: October 28, 2013 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type. Owner: GUILLERMO DE LOS RIOS JARAMILLO, Work Classification: Addition/Alt It on v111ACMA ADr%klr%AAlr% Job Address: 70 NE 97 Street Miami Shores, FL 33138-2331 Phone Number (305)965-2807 Parcel Number 1132060130760 Project: <NONE> Contractor: JM GENERAL CONTRACTORS, INC Phone: (754)235-6136 Building Department Comments I INTERIOR REMODEL FOR KITCHEN AND BATHROOMS INSPECTOR Passed Comments TOR COMMENTS False Inspector Comments 9 Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 25, 2013 For Inspections please call: (305)762-4949 Page 4 of 17 ROGER CHAVARRIA. P.E Ph:305-229-3874 Consulting Engineer& Planner. Fax:305-359-3863 175 Fontainebleau Blvd.Ste.2G-5 Email:restructure@aol.com Miami,FL.33172 SHORING INSPECTION LETTER October 28, 2013 MIAMI SHORES VILLAGE Building Department. 10050 N.E. 2"d. AVE. Miami Shores, FL.33138 Attn : Building Inspector Ref: Shoring to support Roof at 70 N.E. 97 th. St. Miami Shores, FL. Permit# :RC13-1975 I, hereby as a Professional Engineer of record, certified in the State of Florida; regarding to the residence above mentioned; that the wood shoring system placed at both side of the Wall removed is sound and safe. To the best of my knowledge and professional judgment, this shoring condition comply with the minimum requirements of safety and the F.B.C. 2010 edition. If further information is needed, please give us a call. Sincerely %,`% :. •` AtSN 71 y= Civ' St r;&raK� gE Fr• ��' . 507 F,S, BRIV;;• �� ate Miami Shores Village S g iii cui3 ��►� Building Department • _ 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fax:(305)756.8972 INSPECTION'S PHONE NUMBER;(305)762.4949 BUILDING FBC 20 /a PERMIT APPLI Permit No CATION Muster Permit No. Permit 7hw: BUILDING ROOFING JOB ADDRESS: - City: Nam;Shores County: M_ i9mi Dam 71.: 3 Foliomarcel4• - Is the Building Hlstoriedy Designated:Yes NO— X gt Zone: OWNER:Name(Fee Simple Titleholder): � ��-�• �o �, _Pbonek 6 Z J�� Address: /0 9� f C -e City: J d'� State: P. TenantlLessee Name: Email: CONTRACTOR:Co -> �►Y Name. 1 �`�hone#: Addnsa: �l -, 8 A �L la8 � �- � X33 City: 29state:_F'LZip: 475:1 — QnaiifitrName: Phonet 6- 3 t �i a 3 State Certification or Registration : ui G1 508638 j Certificate of Com Contact Phoney 8�v 3l 9 0 3 3 PeY : Email Address:_�4�G�c•d�-ry_._.-1'%•c7�e_,t.�.� S�° DESIGNER:Arcltitect/Engineer• hone#: Value of work for this Permit:$--/-7 L5-0 (Q .' e-d. Sq r Foo tags of work: Type of work: oAddition oAheration = ONew ORepair/Replac c ODem:o�ition Description of work: /? eP-1 or 4 re"W O Cie/ Color duu tile; Submittal Fee$ Permit Fee$cfz�•b CCF CO/CC$ Ststuning Fee$ Radon Fee$ DBPR$ Bei$ Notary$ T dning/Educatlon Fee$ Teehnology Fee$ Doable Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) , Bonding Company's Address City" State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City statep Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL,WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,MATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit i n the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contras r The foregoing instrument was acknowledged beforeme this / The foregoing instrument was ackn:wledged before we this day of 20/l,by Yi u��lG �1 DU 4��n da of 20 c� Y �,by a 144 who is peasonally known to or who has produced kew is personally known to or who has produced As ideotton and who did take an oath. NOTARY ... s as identification and who did tape an oath. PUBLI Z. ... '' , NOTARY PUBLIC. �:�,xPires •.d ; ��,.\``�ge Orti9o''%,,, 10]12016 _ �xVir�s•s� Sign: = Sign: Print: 6 ' 4 Print: _ I C. C My Commission Ex �0 � \ My Commission si� 45 OF �Qj APPROVED BY f Plans Examiner. Zoning Structural Review C*k (Revised 3/12012)(Revised 07/10/07)(Revised 06110I2009)(Revised 3/15/09) Miami Shores village DEC C d 5 2013 Building Department BY .2nd Avenue,Miami Shores,Florida 33138 (305)795.2204 Fax:(305)756.8972 REVISI ON'S PHONE NUMBER:(305)762.4949 FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit NO-2�L) Permit Type: BUILDING ROOFING JOB ADDRESS: -7© .rap g,2- -S City: Miami Shores County: Miami Dade Polio/Parcel#. Is the Building Historically Designated:Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): X1 LkAey c. ,bo,•� p Phone#: Address: - qe ti Z- �4 ��' S4— City: d d�:�at i f S State:_ � n .. Zip: ? �� Tenant&zssee Name: Phone#. Email: CONTRACTOR:Company Name: /LQ t'�6Qr-)&'A6<L C_ C �U C;bAe&4 Phone#: Address: City: D`"T'` State: Zip: 3 Qualifier Name: 46-'tAetopgO -•�/6bC�s:JcF2_ Phone# State Certification or Registration#: CG Q I f OY Jif,'7 Certificate of Competency#: Contact Phone#: -f& /-7(Q,? 3 3 Email Address:c-(a c�v, - .,t Lt,,, e'vie Z off- e DESIGNER:Architect/Engineer: Phone#: Value of Work for this Permit:$ 0 p SgwweVnea Footage of Work: Type of Work: OAddition DAheration ONew ORepair/Replace []Demolition Desci3ption of Work: C.J t,t� J Y- D /7,re- D y� Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/F.ducation Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ r; 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 7�p Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 'TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMNENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is is e a ence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. SignSignature Owner or Agent Contract The foregoing instrument was acknowledged before me this The foregoing instrument was aclato ledged before me this day ofD�lCi20�7,b� �u4 /�et+�-G,o..a dayof 20liiurrlrrr r ��t111 1 flllll� e�� ,....•�.. who is personally kno `q,mctbrt7i6'} s produced who is personal] )mo nle do prodfr�ed ` °s 0210712016 A�idenfi#1datiof f ani>%who did take an oath. as$len c qm and id didlake an oath. v rLJib — YOn , NOTARY PUBLIC.-' NOTARY PlLT13LIlu. N1ARY Pfl[ C mmfss�oo .. — y '- Q- SSIQO Sign: Sign: 0 Print: kzo r' My.Commission Expires: D 6 My Commission Expires: o Zv J APPROVED BY Plans Examiner Zoning Structural Review p (Revised 3n2/2012)(Revised 07/1(/o7XRevised 06/10/2009)(Revised 3/15/09) Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 331387BY: EC 0 6 2013 Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 201 C-_> BUILDING Permit No. CL-?- I I -l PERMIT APPLICATION Master Permit No. (zc Permit Type: Electrical JOB ADDRESS: )<O '1azF s�• City: Miami Shores County: Miami Dade Zip: 3 3 1 2 4b Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: OWNER:Name(Fee Simple Titleholder): Ix \L,--e—U-Q. AL 01 �o Phone#: Address: / 4 1-t— S)_ City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRAC OR: Company Name: ,'/n SAX•n4 W / Phone#: Address: (In ZZ�� City: k� I State: Zip: '12222_1 Qualifier Name: 'S'e y.i—y Phone#: .V.) 24' 395 2 State Certification or�r,Registration#: C� (y`� Certificate of Competency#: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ 67D Square/Linear Footage of Work: Type of Work: ❑Address ❑Alteration ❑New ❑Repair/Replace ❑Demolition Description of Work: x Nti Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this-3— day hisday of ,20 ,by day of bX0 ,2013,by —7 r1 7--- �� , who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: a SO-' ;n 1'D My Commission Expires: My Commission Expir EP.. 4AVRRO .A MY IL �► APPROVED B L lO G Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) Miami Shores Village RFT--T ren Building Department BY: 10050 N.E.2nd Avenue,Miami Shores,Florida 3313E Tel: (305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 FBC 20 ]BUILDING Permit No. PERMIT APPLIC aster Permit No.REV SM f Permit Type: BUILDING - ROOFING 13' v JOB ADDRESS: I v l �'�' v s ' —" City: Miami Shores County: Miami Dade Zip: �� Folio/Parcel#: Is the Building Historically Designated: Yes CO'�_Flood Zone: OWNER:Name(Fee Simple Titleholder /. Gz Phone#: Address: 73 11 ,, // City:", State: Zip: L2 Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: J M 4 RA l 40A)�Ate" -J - Phone#: 7'6 6 31 01 033 Address: 8(1b8 V k1 lO e Oil a City: ,Do"-(— State: F-(— Zip: Qualifier Name: A461�-.SA&)D" Phone#: F19 b 4 i3 State Certification or Registration#: G Cl L 8 88 Certificate of Competency#: Contact Phone#: 286 190433 Email Address: DESIGNER: Architect/Engineer: Phone#: 7'96-311 b-43 3 Value of Work for this Permit: $ ��"�� Square/Linear Footage of Work: o Type of Work: ❑Addition ❑Alterra�atiioJon ❑Newpair/Replace ❑Demolition Description of Work. �� W Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING, SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection 100W lhb#,charged. Signature ( �� J s 0 2 0 7 1 Signature Owner or Agent - LIC : Contract r v g .N01ARV PUB - The foregoinginstrument was acknowledged b o o A`o The foregoing instrument was ackn ledged besday of by 1L � �� .`N, day of by Q who i personally known to or who has produced wh is personally known to m or who ha produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Print:��E4 \I A My Commission Expires: My Commission Expires: APPROVED BY / Plans Examiner Zoning a Structural Review Clerk (Revised 5/2/2012)(Revised 3/12/2012))(Revised 06/10/2009)(Revised 3/15/09)(Revised 7/10/2007) AcoRV CERTIFICATE OF LIABILITY INSURANCE 9/24 0 THIS CERTIFICATE IS ISSUED AS 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 poliey(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 CONTACT ADVANTAGE INSURANCE OF AMERICA PHONE 4520 NW 7th St No Ext: (305)649-5566 AIC ND.(305)649-5559 Miami, FL 33126 IL ADDREss: -ackiebatista 749@hotmail.com INSURER(S) AFFORDING COVERAGE NAICN INSURER A:ATLANTIC CASUALTY INSURED OM GENERAL CONTRACTORS INC INSURER 8: 8341 NW 66 ST INSURER C: MIAMI, FL 33166 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 ADDL SUOR POLICY EFF POLICY EXP LTRTYPE OF INSURANCE INSR NWD POLICY NUMBER MMtDD WNDDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1 000,000 G. X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 50,000 CLAIMS-MADE 0OCCUR MED EXP(Any one person) ,$.._...._ 1,000 X L174000670-1 07/10/13 07/10/14 PERSONALS ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/QP`AGG S 1,000,000 ri POLICY PRO- LOC $ AUTOMOBILE LIABILITY Ea accident} $ ANYAUTO BODILY INJURY(Per person) $ ALLO3WNED SCHEDULED i BODILY INJURY(Per accident) $ AUTOS NON-OWNED PROPERTY DAMAGE Per accident) $ HIRED AUTOS AUTOS S UMBRELLA LtA6 OCCUR EACH OCCURRENCE S EXCESS LIAR CLMNMS•MADE AGGREGATE $ DED 1 1 RETENTION$ $ WORKERS COMPENSATION WC AND EMPLOYERS'LIABILITY YIN T Y A'T ER ANY PROPRIETOWPARlNEPeXECUME YIN NJA E.L.EACH ACCIDENT $ OFMCERWEMSER EXCLUDED? 14_� (Mandatory In MM E.L.DISEASE-EA EMPLOYE $ Ifyea describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space Is required) REMODELING CONTRACTORS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILAGE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 150 NE 2 AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES FL, 3313$ FAX: 305-756-8972 AUTHORIZED REPRESENTATIVE r 01988- 10 ACORD CORPORATI ". [rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of AC RD Date CERTIFICATE OF LIABILITY INSURANCE 9/24/2013 Producer: Lion Insurance Company This Certificate is issued as a matter of information only and confers no rights 2739 U.S. Highway 19 N. upon the Certificate Holder. This Certificate does not amend,extend or alter Holiday, FL 34691 the coverage afforded by the policies below. (727) 938-5562 Insurers Affording Coverage NAIC# Insured: South East Personnel Leasing, Inc. & Subsidiarie Insurer A: Lion Insurance Company 11075 2739 U.S. Highway 19 N. Insurer R: Holiday, FL 34691 Insurer C: Insurer D: Insurer E: Coverages Thepolicies or insurance listed below have been issued to the insured named above for the policy period indicated. Notwithstandirg any requirement,term or condition of any contractor other document with respect to which this certificate maybe issued or may pertain,the insurance afforded by the policies described herein is subject to all the terms,exclusions,and conditions of such policies.Aggregate limits shown may have been reduced by paid claims. INSR ADDL Policy Effective Policy Expiration Date LTR INSRD Type of Insurance Policy Number Date Limits (MM/DD/YY) (MM/DD/YY) GENERAL LIABILITY Each occurrence Commercial General Liability Damage to rented premises(EA Claims Made 11 Occur occurrence) Med Exp eneral aggregate limit applies per: Personal Adv Injury General Aggregate Policy 11 Project 1:1 LOC Products-Comp/Op Agg UTOMOBILE LIABILITY Combined Single Limit Arry Auto (EA Accident) $ All Owned Autos Bodily Injury Scheduled Autos (Per Person) Hired Autos Bodily Injury Non-Owned Autos (Per Accident) Property Damage (Per Accident) EXCESS/UMBRELLA LIABILfTY Each Occurrence Occur ❑Claims Made Aggregate Deductible A Workers Compensation and WC 71949 01/01/2013 01/01/2014 x I WC Statu- OTH- Employers'Liability tory Limits ER Any proprietor/partner/executive officer/member E.L.Each Accident $1,000,000 excluded? NO E.L.Disease-Ea Employee $1,000,000 If Yes,describe under special provisions below. E.L.Disease-Policy Limits $1,000,000 Other Lion Insurance Company is A.M.Best Company rated A-(Excellent). AMB#12616 Descriptions of Operations/Locations/Vehicles/Exclusions added by Endorsement/Special Provisions: Client ID: 41-65-877 Coverage only applies to active employee(s)of South East Employee Leasing Services,Inc.that are leased to the following"Client Company": ]M General Contractors,Inc. Coverage only applies to injuries incurred by South East Personnel Leasing,Inc.&Subsidiaries active employee(s) ,while working in:FL. Coverage does not apply to statutory employee(s)or independent contractor(s)of the Client Company or any other entity. A list of the active employee(s)leased to the Client Company can be obtained by faxing a request to(727)937-2138 or by calling(727)938-5562. Project Name: ISSUE 09-24-13(EP) Begin Date: 7/18/2013 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Should anyof the above described policies be cancelled before the expiration date thereof,the issuing insurer will endeavor to mail 30 days written notice to the certificate holder named to the left,but failure to do so shall impose no obligation or liability of any kind upon the insurer,its agents or representatives. 10050 NE 2ND AVE. MIAMI SHORES, FL 33138 SNORES Gl Miami shores Village NQ Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 iNO,` Tel: (305) 795.2204 ORIDA Fax: (305) 756.8972 ll3 Page 1 of 1 Permit No: Structural Critique Sheet W I tj -S> UL P--,C /-S rip" 4 w-1 I -9kCt-r- 1 c-ODES -Pz>2 C V W C*-C` -17E ) r(A-So N AV , R-YFEL - ptoV -D S K C (4 L NSPi c-tia,vsEC--L- C2 Ca %-t> 04:-'-T U 1J'06f-'S -f*+Jb '144C 4-0P T"moi"N 5 r l4'N`lt':1 NLS -CH Al 74,6 43-A LL /S Cc AS- c iS'( 1^4 3. -D w tj • aw P ukfay e-C A-le, FY soz�, 'TAC t.evE l,-��nc►z NPL y w��+� f 6G A-9&-A 4Y- JA-L48[5 Cor-(��i�� (4� ��'� �D�s� : `�k►-� ca�D I�t� Ll� u'c1' STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf From: 10/24/2013 13:05 #609 P.001 /001 CORC� CERTIFICATE OF LIABILITY INSURANCE 10%2%2 3 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(ies)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 endorsemen s). PRODUCER ADVANTAGE INSURANCE OF AMERICA N� 4520 NW 7th St P"°NE (305) 649-5566 /vC ND (305) 649-5559 Miami, FL 33126 ADDRESS:Jackiebatista 749Chotmail.com INSURER(S) AFFORDING COVERAGE NAIC■ INSURERA. ATLANTIC CASUALTY INSURED JM GENERAL CONTRACTORS INC INSURER B 8341 NW 66 ST INSURER C: MIAMI, FL 33166 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 I.TR TYPE OF INSURANCEADDL = POLICY NUMBER MMIDD MWDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1, 000, 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 50,000 CUVMS-MADE F OCCUR NED EXP(Arty one person) $ 1, 000 X L174000670-1 07/10/13 07/10/14 PERSONAL&ADV INJURY $ 11000, 000 GENERAL AGGREGATE $ 2, 000,000 GENL AGGREGATE LIMIT APPLIES PER: PRODUCTS-COhP/OP AGG S 1 x 0 0 01000 POLICY JEC LOC AUTOMOBILE LIABILITY IMITN Ea accident $ ANY AUTO ALL OWNED SCHEDULED BODILY INJ URY(Per person) S ' AUTOS AUTOS BODILY INJURY(Per accident) S HIRED AUTOS NON-OWNED AUTOS 11 Per accident $ UMBRELLA LIAB OCCUR EXCESS LIAR CLAIMS-MADE EACH OCCURRENCE $ DED RETENTION $ AGGREGATE $ WORKERS COMPENSATION $ AND EMPLOYERS,LIABILITY W C STATLL OTH- TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFF ICEWMEMBER EXCLUDED? ❑ NIA E.L.EACH ACCIDENT $ (Mandatory In NH) If yyes,describe under E.L.DISEASE-EA EMPLOYE $ DESORPTION OF OPERATIONS below E.L.DISEASE-POLICYLIMT I S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach AGORD 101,Additional Remarks Schedule,if more space is required) REMODELING CONTRACTORS CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILAGE SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 150 NE 2 AVE ACCORDANCE WITH THE POLICY PROVISIONS. MIAMI SHORES FL, 33138 FAX; 305-756-8972 AUTHORIZED REPRESENT ©1 88-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Local usi n es Tax Receipt a t EXPIRES J• } R04EWALSEPTEMBER 30, 2014 }. .� .l $419025 E , thistutalefulness lax + Only ci,ratnft% POni 1ctr�aal lit�>Awrr+*�� l�or. 'Clla i�t�t,�,rl,t it 11111 a i►�;e�cf��;, rittat, trt It #est ttt,rr+�# !!ly fdat'! cplu!l3tt i�tl ,to 1 #y�a�aitae:t.Holdwt t!►um Camp IV wolk 441 t1fivoI11tilmo nk nuragawaMMINDOW fe-pilwary low& imod myt€ulimi WhId' APPIY 1a the b"1411": • fit," ArCUP1 NO, frit ilisp 1"Pol "'10111 �Elettttlie!tciti�rahir��#>t � 04101,06alw C4otlr; K'IAMI W4 rnwin lratCt l�tt#t taw ari 4 ytr,�t tit.,tMllMtt ll�ll ltl h C Q 1r�t SNORES Miami Shores Village N SNC.193= tj, � Building Department ••ss rte, .12211" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 gy�N7o,� Tel: (305) 795.2204 ��ORiDp " Fax: (305) 756.8972 Permit No: k'.0 13 --�`�,� Page 1 of 1 Structural Critique Sheet v y Q ( f t o"d1c- 'fin v 1 z'U� J 1— ez �a-fo cvrp c� 1'.e cC�•� '�c� G�1`l'�1 C�.� i..,1i1,�.C,-r�� i`Ati-Q-�x o 1?£Sp6Nc-v ro <'onnENrs: © s7-R&GrvAA1 DMVA% er AR$ ;N eiry #,>ceA*0$ AR,K ,rHry wtAe �9/►iMp A L AN srAvcrv" c 1ZL v i.s;u�v SAM its corinEx r o k. io;u 6iew cHuf-r A- Z f 6visEo /i.If-/3 . ¢ a. SEE STOPPED REVIEW Plan review is not complete,when all items above are corrected,we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Mehdi Asraf �+♦S�"Vic.1932 ORFS Gf! 3 � E �, ,,,,,M Miamishores Village ....... - Building Department �LORiDp 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 MIAMI SHORES VILLAGE NOTICE TO BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE I (We) have been retained by.X1MCrlA 6940"40 _ __to perform special inspector services under the Florida Building Code at the 70 AWS. • M1** project on the below listed structures as of (date).I am a registered architect or professional engineer licensed in the State of Florida. PROCESS NUMBERS: �+G "7 SPECIAL INSPECTOR FOR PILING,FSC 1822.1.20(R4404.6,1.20) SPECIAL INSPECTOR FOR TRUSSES>35'LONG OR o HIGH 2319.17.2.4.2(84409.6.17.2.4.2) SPECIAL INSPECTOR FOR REINFORCED MASONRY,FBG 2122.4(R4407.5.4) ;r" SPECIAL INSPECTOR FOR STEEL CONNECTIONS,FBC 2218.2(R4408.5.2) SPECIAL INSPECTOR FOR SOIL COMPACTION,FBC 1820.3.1(R4404.4.3.1) ❑ SPECIAL INSPECTOR FOR PRECAST UNITS&ATTACHMENTS,FBC 1927.12(R4405.9.12) SPECIAL INSPECTOR FOR__ T Note:Only the marked boxes apply. The following individual(s)employed by this firm or me are authorized representatives to perform inspection 1._ --2. _ 3. *Special Inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assigned by the Special Inspector. The qualifications shall include licensure as a professional engineer or architect; graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program;successful completion of the NCEES Fundamental Examination;or registration as building inspector or general contractor. !, (we)will notify Miami Shores Village Building Department of any changes regarding authorized personnel performing inspection services. I, (we) understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the Miami Shores Village Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the County.The Village building inspections must be called for on all mandatory inspections. Inspections performed by the Special Inspector hired by the Owner are in addition to the mandatory inspections performed by the Department. Further, upon completion of the work under each Building Permit I will submit to the Building Inspector at the time of final inspection the completed inspection log form and a sealed statement indicating that,to the best of my knowledge, belief and professional judgment those portions of the project outlined above meet the intent of the Florida Building Code and are in substantial accordan with the approved plans. Engineer/Architec Name 12_OG�k C#&VARUZ( a /�If/d- �` P' '•Iq�'��I� (PRINT) 17�i.�*InW44V 0/f/ • tre• 2Pte'9 EN 'q'p '�� Address. !_A/`�j', FL- 15 17 Z ' 7; . 3. i Phone No. SOS' ZZ • 3 8 7 ,r ed OV! OT&gF ROGER CHAVARRM P.E Consulting Engineer&Planner. Ph: 305-229-3874 175Fontainebleau Blvd. Ste.2G-5 Email : restructurenaol.com Miami,FL.33172 September 18, 2013. STRUCTURAL CALCULATIONS Project name: Residence of Mrs.Ximena Abondano at : 70 NE. 70th ST. Miami Shores, FL. CONTEND : 1- Wind Load based on ASCE.7-10 2- Steel Beam 3- Pad Footings 4- Strap, N.O.A. for the Roof Structure No SO71 .••• D=- ATE Q Ro er ,Ve, II�JE .•'��,� C' H/ rtr t I. #50,�'f �NG RG.II^NGINEERING Roger Chavarria.P.E. PROJECT: 'Remodelimng at:70 n.e.97 th.St,Miami,FL. PAGE: Consulting Engineer a<Planner. CLIENT: Ximena Abondano. DESIGN BY: R.C. Ph:305-229-3874 Email: rostrueture(gaol.Com JOB NO.: DATE: 09111/13' REVIEW BY: - INPUT DATA Exposure category(B,C or D,ASCE 7-10 26.7.3) C, Importance factor(ASCE 7-10 Table 1.5-2) Iw = 1.00 for all Category Basic wind speed(ASCE 7-10 26.5.1 or 2012 IBC) V = 175 mph Topographic factor(ASCE 7-10 26.6&Table 26.8-1) KZt = 1, Flat L Building height to eave he = 12.5- ft Building height to ridge hr = 12,51 ft Building length L = `9.5 ft Building width B = 36 ft - r Effective area of components(or Solar Panel area) A = 10 ftZ DESIGN SUMMARY Max horizontal force normal to building length,L,face = 6.13 kips,SD level(LRFD level),Typ. Max horizontal force normal to building length,B,face = 19.07 kips Max total horizontal torsional load = 81.66 ft-kips Max total upward force - 17.06 kips ANALYSIS Velocity pressure qh=0.00256 Kh Kn Kd V2 = 56.64 psf where: qh=velocity pressure at mean roof height,h.(Eq.28.3-1 page 298&Eq.30.3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.28.3-1,pg 299) = 0.85 Kd=wind directionality factor.(Tab.26.6-1,for building,page 250) = 0.85 h=mean roof height = 12.50 ft <60 ft,[Satisfactory] (ASCE 7-10 26.2.1) >Min(L,B),[Unsatisfactory],A49SCE 7-10 26.2.2) Design pressures for MWFRS p=qh[(G Cpl)-(G Cpi)] where: p=pressure in appropriate zone.(Eq.28.4-1,page 298). Amin= 16 psf(ASCE 7-10 28.4.4) G Cp f=product of gust effect factor and external pressure coefficient,see table below.(Fig.28.4-1,page 300&301) G Cpi=product of gust effect factor and internal pressure coefficient.(Tab.26.11-1,Enclosed Building,page 258) 0.18 or -0.18 a=width of edge strips,Fig 28.4-1,note 9,page 301, MAX[MIN(0.1B,0.1L,0.4h),MIN(0.04B,0.04L),3] = 3.00 ft Net Pressures(psf),Basic Load Cases Net Pressures(psf),Torsional Load Cases Roof an le 6 = 0.00 Roof angle 8 = 0.00 Roof angle 6 = 0.00 Surface Net Pressure with Net Pressure with Surface Net Pressure with ccpf (+GCoi) (-GCpi) ccpr (+GCpJ (-GCp,) GOpf (+GCp ) (-GCpi) 1 0.40 12.46 32.85 0.40 12.46 32.85 1T 0.40 3.12 8.21 2 -0.69 -49.28 -28.89 -0.69 -49.28 -28.89 2T -0.69 -12.32 -7.22 3 -0.37 -31.15 -10.76 -0.37 -31.15 -10.76 3T -0.37 -7.79 -2.69 4 -0.29 -26.62 -6.23 -0.29 -26.62 -6.23 4T -0.29 -6.66 -1.56 1 E 0.61 24.36 44.75 0.61 24.36 44.75 Roof angle 0 = 0.00 2E -1.07 -70.81 -50.41 -1.07 -70.81 -50.41 Surface Net Pressure with 3E -0.53 -40.22 -19.83 -0.53 -40.22 -19.83 CP f (+GCp,) (-GCp I)' 4E -0.43 -34.55 -14.16 -0.43 -34.55 -14.16 1 T 0.40 3.12 8.21 5 -0.45 -35.69 -15.29 -0.45 -35.69 -15.29 2T -0.69 -12.32 -7.22 6 1 -0.45 -35.69 1 -15.29 -0.45 1 -35.69 1 -15.29 3T -0.37 -7.79 -2.69 4T -0.29 -6.66 -1.56 37 f J y E .. ^c+x. *'T T I _ y.• y >� =- J'.` y' 2'.r.� t ice.C ✓ ��\ i 41 I V. E l CORNER- R F-.UCE i�R�IEk�` P.ErERENfE r-)AWIND PIFF ^1 Transverse Direction Longitudinal Direction Transverse Direction Longitudinal Direction _Basic_Lepd Cases Torsional Load Cases Basic Load Cases in Transverse Direction Basic Load Cases In Longitudinal Direction Surfacece Area Surface Pressure k)with Area Pressure(k)with (ft') (+GCp) (-GCp i) (ft) (+GCp i) (-GCp i) 1 44 0.55 1.44 1 375 4.67 12.$2 2 63 -3.10 -1.82 2 143 -7.02 -4.12 3 63 -1.96 -0.68 3 143 -4.44 -1.53 4 44 -1.16 -0.27 4 375 -9.98 -2.34 1 E 75 1.83 3.36 1 E 75 1.83 3.36 2E 108 -7.65 -5.44 2E 29 -2.02 -1.44 3E 108 -4.34 -2.14 3E 29 -1.15 -0.57 4E 1 75 -2.59 1 -1.06 4E 1 75 -2.59 -1.06 Horiz. 6.13 6.13 Horiz. 19.07 19.07 Vert. -17.06 -10.08 Vert. -14.63 -7.65 Min.wind Horiz. 1.90 1.90 Min.wind Horiz. 7.20 7.20 28.4.4 Vert. -5.47 -5.47 28.4.4 Vert. -5.47 -5.47 Torsional Load Cases in Transverse Direction Torsional Load Cases in Lon itudinal Direction Area Pressure k)with Torsion(ft-k) Area Pressure(k)with Torsion ft-k (n Surface z + p;) (_GC + p Surface z> ( GC pi) ( GC ;) (-GCP;) (n) (+G Cp;) (-GCp;) (+GC p;) (-GCp;) 1 -16 -0.19 -0.51 0 0 1 150 1.87 4.93 11 30 2 -23 1.11 0.65 0 0 2 114 -5.62 -3.29 0 0 3 -23 0.70 0.24 0 0 3 114 -3.55 -1.23 0 0 4 -16 0.42 0.10 0 0 4 150 -3.99 -0.93 24 6 IE 75 1.83 3.36 3 6 IE 75 1.83 3.36 27 50 2E 108 -7.65 -5.44 0 0 2E 29 -2.02 -1.44 0 0 3E 108 -4.34 -2.14 0 0 3E 29 -1.15 -0.57 0 0 4E 75 -2.59 -1.06 5 2 4E 75 -2.59 -1.06 39 16 1T 59 0.18 0.49 0 -1 1T 225 0.70 1.85 -6 -17 2T 86 -1.05 -0.62 0 0 2T 143 -1.76 -1.03 0 0 3T 86 -0.67 -0.23 0 0 3T 143 -1.11 -0.38 0 0 4T 1 59 1 -0.40 1 -0.09 1 -1 1 0 4T 225 -1.50 -0.35 -13 1 3 Total Horiz.Torsional Load,Mr 1 6 6 Total Horiz.Torsional Load,MT 81,7 81.7 Design pressures for components and cladding T p=qh[(G Cp)-(G Cpi)] where: p=pressure on component.(Eq.30.4-1,pg 318) R '� v .:.� ✓ _ j Amin= 16.00 psf(ASCE 7-10 30.2.2) �- G Cp=external pressure coefficient. Walls - - see table below.(ASCE 7-10 30.4.2) Roof so- Roof e>7- Effective Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Area(ftz) GCP GCP GCP -GCP GCp GCP GCP GCP GCP GCP Comp. 10 1 0.30 1 -1.00 0.30 -1.80 0.30 1 -2.80 1 90 1 -0.99 0.90 1 -1.26 (Walls reduced 10%,Fig.6-11A note 5.) Comp.&Cladding Zone 1 Zone 2 Zone 3 Zone 4 Zone 5 Pressure Positive Negative Positive Negative Positive I Negative Positive I Negative Positive I Negative (psf) 27.19 -66.84 27.19 -112.16 1 27.19 1 -168.80 1 61.18 1 -66.27 1 61.18 1 -81.57 Note: If the effective area is roof$olar Panel area,the only zone 1,2,or 3 apply. RC.ENGINEERING Roger Chavarria.P.E. PROJECT: New Residence at 70 NE.97 th-st Miami Shores,FL. PAGE: Consulting Engineer a Planner. CLIENT: Ximena Apondano DESIGN BY: Roger Chavarria '. Ph:305-220-3874 Email:restructuresaol.00m JOB N0.: Baeam s-1 DATE: 9/t112pt3 REVIEW BY: INPUT DATA&DESIGN SUMMARY BEAM SECTION(WF,Tube or WT) _> HSS10X4X1/4 Tube Ix Sx J bt tr tw 75 14.9 47.40 4.00 0.25 0.25 SLOPED DEAD LOADS wDLJ= 0.34'z kips/ft `^DL,2= kips/ft PROJECTED LIVE LOADS wLLJ= 0.6 kips/ft wLL.2= kips/ft CONCENTRATED LOADS POL= kips ; PLL= kips i✓-J— BEAM SPAN LENGTH L 1= 12 ft CANTILEVER LENGTH L2= A , ft,(0 for no cantilever) W, BEAM SLOPE. 3 :12 (8= 14.04 °) DEFLECTION LIMIT OF LIVE LOAD A LL=L/240 J� BEAM YIELD STRESS Fy= 36 ksi THE BEAM DESIGN IS ADEQUATE. 1` ANALYSIS DETERMINE REACTIONS, MOMENTS&SHEARS t7m.. R2=0.5 w-- +wu. Li+r!--' )+wrl._ (Li+0.5L2)L2+PLS+Lz (coso ) lCos0 Li Li 6.90 kips / WD- + l Lt+ WOL3 +wU.ZJ 1L,z+P—Rz i Rl—Nos9 w,z. I (Cosh = 6.90 kips X1= 6.00 ft X2= 6.00 ft X3= 0.00 ft MnawMIr„=0.5 +wu..= La+I'Lz= 0.0 ft-kips (coso _ W-.i +19u.a)1Xi+X21.= 20.7 ft-kips M.Ifnx— COS B 8 I/max= 6.90 kips,at R1 right. CHECK MMin BENDING CAPACITY ABOUT MAJOR AXIS(AISC 360-05 Chapter F) I=Max(L2 X3)= 0.00 ft,unbraced length Chapter F Sections for WF Tube WT Required Conditions F2 F3 F4 F5 F7 F9 M11101able =M„/flb = Double Symmetric x x x 34.1 ft-kips Compact Web x x X > Mmin [Satisfactory] Noncom act Web Slender Web X where Compact Flanges x Db = 1.67 (AISC 360-05 F1) Noncom act Flanges X Slender Flanges Applicable Section I I ok CHECK MMax BENDING CAPACITY ABOUT MAJOR AXIS(AISC 360-05 Chapter F) Mallowable =Mn/Db = 34.1 ft-kips,top flange fully supported > MMax [Satisfactory] (contd) CHECK SHEAR CAPACITY ABOUT MAJOR AXIS(AISC 360-05 Chapter 02 or G5) V allowable =V-/nv = 64.7 kips > V Max [Satisfactory] where S2v = 1.57 (AISC 360-05 G1) DETERMINE CAMBER AT DEAD LOAD CONDITION L=L 1/cos B= 12.37 ft,beam sloped span a=L2/COS B= 0.00 ft,beam sloped cantilever length P=PpL Cos 0= 0.00 kips,perpendicular to beam W1 =WOL,1 COS B= 0.33 klf,perpendicular to beam W2 =WOL,2 COS 0= 0.00 klf,perpendicular to beam Pal(L+a) w,l3a wza3(4L+3a) _ OF.nd= — + 0.00 in,downward perpendicular to beam- 3 EI 24EI 24,E1 USE C=0/4"AT CANTILEVER. I'aL` 5w,L4 w2L'a'` OMid—— + = 0.08 in,downward perpendicular at middle of beam. 16EI 384EI_ 32EI USE C=0/4"AT MID BEAM. CHECK DEFLECTION AT LIVE LOAD CONDITION P=PLL COS 0= 0.00 kips,perpendicular to beam W1 =W LL,1 COS 2 0= 0.75 klf,perpendicular to beam W2 =WLL,2 COS2 B= 0.00 klf,perpendicular to beam _rPa2(L+a)_w,L3a w,a3(4L+3a)l f�d L 3EI 24.EI + 24HI J cos B= 0.00 in,downward to vertical direction. < 2L2/240= 0.00 in [Satisfactory] P Pa L' 5w,L4 _wzL2a'- �M"�_ 16EI +384EI 32EI cos9= 0.18 in,downward to vertical direction. < L 1 /240= 0.60 in [Satisfactory] RCEROGER CHAVARRIA. P.E 9/11/2013 CONSULTING ENGINEERS FOOTING DESIGN BY UPLIFT: F-1 Ph:305-229-3874 Fax:305-229-3839 PROJECT: Remodeling at Mrs.Ximena' Residence at : 70 N.E. 97 th. St. Miamishores, FL. 1.- TRIBUTARY AREA OF FOOTING: 12.5' X 10' = 125.0 SQFT 2.- UPLIFT FORCE : Pu = P1 (Zone 2; mwfrs) P1= MWFRS, (See Wind load tables calculations) = 49.28 psf Pu(net)= 49.28 -10 (allowable roof load) = 39.28 psf K F uplift= Net pressure x 1.5 xTributary Area 39.28 x1.5x 125.0 = 7,365 lb Try Ftg size of 4'-6"x4'-6"x2'-6" Weight of Ftg. = 4.5 x 4.5 x 2.5 x 150 = 7,594 Ib > 7,365 lb......OK Use Ftq of 4'-6"x4'-6"x2'-6" with 5#5 bar each way, top &bottom. RCEROGER CHAVARRIA. P.E 9/11/2013 CONSULTING ENGINEERS FOOTING DESIGN BY UPLIFT: F—2 Ph:305-229-3874 Fax:305-229-3839 PROJECT: Remodeling at Mrs.Ximena' Residence at : 70 N.E. 97 th. St. Miamishores, FL. 1.- TRIBUTARY AREA OF FOOTING: 1/2 x12.5' X 10' = 63.0 SQFT 2.- UPLIFT FORCE : Pu = P1 (Zone 2; mwfrs) P1= MWFRS, (See Wind load tables calculations) = 49.28 psf Pu(net)= 49.28 -10 (allowable roof load) = 39.28 psf P1\ F uplift= Net pressure x 1.5 xTributary Area 39.28 x1.5x 63.0 = 3,712 Ib ITry-Ftg size of 3.5"'x 3'-6"x2'-0" Weight of Ftg. = 3.5 x 3.5 x 2.0 x 150 = 3,700 Ib — 3,712 lb......OK Use Ftg of 3'-6"x3'-6"x2'-0" with 4#6 bar each way, top &bottom. RCEROGER CHAVARRIA. P.E 9/14/2013 CONSULTING ENGINEERS FOOTING DESIGN BY UPLIFT: F-3 Ph:305-229-3874 Fax:305-229-3839 PROJECT: Remodeling at Mrs.Ximena' Residence at 70 N.E. 97 th. $t. Miamishores, FL. 1.- TRIBUTARY AREA OF FOOTING: 4.5' X 12' = 54.0 SQFT 2.- UPLIFT FORCE : Pu = P1 (Zone 2; mwfrs) P1= MWFRS, (See Wind load tables calculations) = 49.28 psf Pu(net)= 49.28 -10 (allowable roof load) = 39.28 psf P1\ F uplift= Net pressure x 1.5 xTributary Area 39.28 x1.5x 54.0 = 3,181 Ib Wieght of Exisating Cond. Col. = (8"x13) + (8"x12")/144 x150 x 9 = 1,875 Ib Fnet uplift =3,181 - 1,875 = 1,307 Ib Check existing wall footing at corner : 20/12 x6 x 1 x 150 = 1,500 >1,307 Ib.....OK Use Existing Footing, MIAMI-DADS COUNTY pip PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 RMITTING,ENVIRONMENT,AND REGULATORY Miami,Florida 33175-2474 AFFAIRS(PERA) T(786)315-2590 F(786)315-2599 :N�OiTiliCE405�F�jA�(C",'�C�EPT�ANCE, OAAND CODE ADMINISTRATION DIVISION ww,w,miamidadLeo_—le NOA Nu-Vue Industries,Inc. 1055 East 29 Street Hialeah,Florida 33013 SCOPE: This NOA is being issued un submitted has been reviewed the applicable,rules and land accepted by Miami-Dade ons governing the use construction materials.The documentation County PERA-Product Control Section to be used in Miami Dade County and other areas where allowe y the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration AHdate in areas otherhan Miami Dade County) reserve the right Section (In Miami Dade County) and/or th to have this product or material testd for quality assurance puses. If this e pense of u chQesting and the AHJ lmay s to perform in the accepted manner, the manufacturer will incur the immediately revoke, modify,or suspentance if tis detethe use of such roduct or material within their mined by Miami-Dade CountyrProtduct Control reserves the right to revoke this acceptance, ng code. Section that this product or matedescribed and has been dess to meet the its of the applicable gned to comply with the Flor d Building This product is approved as desc Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series NVTA,NVTAS,NVBH,NVUH,NVRT and NVTH Wood Connectors. APPROVAL DOCUMENT: Drawing No.NU-2,titled"NVTA and NVTAS, NVBH 24 and NVUH, NVRT and NVTH",sheets 1 through 4 of 4,dated 02/13/2003,with last revision dated 01/25/2012,prepared by Nu-Vue Industries,Inc.,signed and sealed by V ipin N.Tolat,P.E.,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance(NOA)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. considered after a renewal application has been filed and there has been RENEWAL of this NOA shall be no change in the applicable building code negatively affecting the performance of this product. 'GERMINATION 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 done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#08-0326.11 and consists of this page 1 and evidence pages EI and E2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. NOA No: 12-0130.33 � Expiration Date: August 21,2013 r+AMI- u^c U �O�lnn jZ Approval Date:June 14,2012 [f�"' Page 1 TA13LE Tom_ NVRT Twisted Rafter Ties to Concrete Tie Beams or Concrete Filled Masonry Maximum Uplift diameter NVRT Flat and Twisted Rafter Ties Product No. of F nails Tape of Load (Ibs) trod Fasteners Maximum Uplift Load (lbs) Length Code Gauge to Wood Framing Topcons 6 Concrete 722 Length iPr ode t Gauge TOTAL n e ohf lot Ties Twisted Ties 4 s (in) em sr 12 NVRT-12 14 656 12 NvRT-12 14 6 q 725 724 5 7 860 16 NVRT–i6 14 8 991 10 5 861 6 16 NVRT-18 14 996 9 1125 12 6 998 18 NVRT-18 14 7 1135 1132 18 NVRT-18 14 14 7 _ 20 NVRT-20 14 l^e1 2• ,• �nr"t�aarrlotlb 20 NVRT-20 14 Aoa 0111 140 fy it 22 NVRT-22 14 3 By 22 NVRT-2214 GUotrd 24 NVRT-24 14 �.. 1° 0 24 NVRT-24 14 30 NVRT-30 14 „ IMPIICF♦�Y w�{Os a '. 30 NVRT-30 14 o 36 NVRT-35 14 � 36 NVRT-36 14 14 NVRT Anchor PAOOU(.4 REVWED qg NVRT-48 rcom"r4withow FbrtCe Holes dio• ., 46 NVRT-48 14 .410 11=NQ� '7-7- 3 d1+MeP Rmirm 3 Notes: Notes: 63, 7. RW topcons shot[be embedded a minimum of son into concrete Use circled Mich. h°deelcoewel l[ebeam or Bebsom formed with oonorete/tiled masonry.oTW t_°QQ shown, Dhotee 1, Specify.F. for Flat and"T"for Twisted when Ordering- trod hove a min. edge distance of 2}" and mintmum epodn9 2. Fastener votues are hosed on o minimum i�" thick wood members. q, See General Notes,sheet I. 3. •indicates no. of notls in each co 3. wood member• 3. Alt topcons must be In the earn row apace of tYt" on centore. }"Tapcons UPLIFT osite row. cons o 4. See General Notes, shoot I. Do not use hdes N the %p o Strap must be long enough to accommodate required top a . 0 o See o Al. :•�'<i;}:.: coo•oM�a .VIPIN N. TOLAT, PE(CiVtt) Note#3 0 jir \ 'Mt `w'� FL. REG. �i 12847 KK 15123 LANTERN CREEK LANE i LFNOTN --- .I / HOUSTON, TX 77068 .., N !—Vu a industries. Inc. 1053-1059 East 29 Street Floria 33013 HALF Hideah, HALF Connected PHONE; (3305)o5)6944-03-03 97 Connected to watt G FAX: (305)694-0398 to truss t 21"Mtn. edge distance �L NVRT FLAT AND TwSTEID RAFTER TIE • `s12 Reinforcement required RevlsionstnYs>16.�3 DWG.�: Sheet:.. Date: Ju ,20U8 11 LENGTH�.----►{ Jan.lo.200 Tie Beam-foamed with NU— 3 of 4 Fee.13,2001 July ro,zooa6 concrete filled mosonory or concrete tie boom U.S..DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDMUL 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 FOR INSURANCE COMPANY USE Al. Building Owner's Name XIMENA ABONDANO Policy Number: A2. Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: 70 N.E.97th STREET t City MIAMI SHORES State FL ZIP Code 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description,etc.) MIAMI SHORES SEC I PLAT BOOK 10 PAG 70 A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.)RESIDENTIAL A5. Latitude/Longitude:Lat.250 51 50.54 Long.800 11 46.17 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 3 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1317 sq ft a) Square footage of attached garage 240 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 6 within 1.0 foot above adjacent grade N/A c) Total net area of flood openings in A8.b 1065 sq in c) Total net area of flood openings in A9.b N/A sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name B3.State MIAMI SHORES VILLAGE OF 120652 MIAMI DADE-COUNTY FLORIDA B4.Map/Panel Number B5.Suffix B6.FIRM Index Date B7.FIRM Panel B8.Flood B9.Base Flood Elevation(s)(Zone 12086CO302 L 09-11-2009 Effective/Revised Date Zone(s) AO,use base flood depth) 09-11-2009 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 69: ® 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:N/A ❑ 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,AR/AE,AR/A1-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item AT In Puerto Rico only,enter meters. Benchmark Utilized:BM Vertical Datum: NGVD 1929 Indicate elevation datum used for the elevations in items a)through h)below. ®NGVD 1929 ❑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) 10.25 ®feet ❑meters b)Top of the next higher floor 11..70 ®feet ❑meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A. ®feet ❑meters d)Attached garage(top of slab) 10.55 ®feet ❑meters e) Lowest elevation of machinery or equipment servicing the building 10.75 ®feet ❑meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.25 ®feet ❑meters g)Highest adjacent(finished)grade next to building(HAG) 10.45 ®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./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 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 � �/ Certifier's Name ARTURO TOIRAC License Number 3102 j Title PLS AND MAPPERS Company Name VIZCAYA SURVEYING AND MAPPING INC !�/0-0/3 Address 13217 SW 46 LANE City MIAMI State FL ZIP Code 33175 Signature Date 08-09-2013 Telephone 305-223-6060 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATIUN CERTIFICATE, page Z IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USS ; Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number, 70 N.E.97th STREET City MIAMI SHORES State FL ZIP Code 33138 Company MAIC 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 THE LATITUDE/LONGITUDE IS PROVIDE BY GOOGLE EARTH. MACHINERY OR EQUIPMENT(A/C)IS LOCATED AT THE REAR SIDE OF THE PROPERTY. s CROWN ELEVATION=10.10' BM N-444 ELEV.10.79 Signature Date 08-09-2013 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 Elfeet Elmeters Elabove or❑below the HAG. b)Top of bottom floor(including basement,crawlspace,or enclosure)is ❑feet ❑meters ❑above or❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or❑below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑Yes ❑ No ❑ Unknown.The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for Zone A(without a FEMA-issued or community-issued BFE) or Zone AO must sign here.The statements in Sections A,B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto Rico only,enter meters. G1.❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2.❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4.Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/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. EL4VATION 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: '70 N.E 97th STREET City MIAMI SHORES State FL ZIP Code 33138 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. 08-09-2013 w .�. FRONT VIEW 08-09-2013 Qn REAR VIEW 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: 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. SHoRs Miami hores Village ` F �� Building Department ores 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 �LORIDp' Fax: (305) 756.8972 September 6, 2013 Permit No: RC13-1975 Building Critique Review J 1. 1. WASHING MACHINE AND DRYER SHOULD BE PLACE ABOVE BASE FLOOD ELEVATION, PROVIDE A ELEVATION CERTIFICATE IN ACCORDANCE WITH FEMA REQUIREMENTS, REFLECT THE CROWN OF / ROAD ELEVATION ON SECTION D. ✓ 2. 2. REFLECT FINISH FLOOR ELEVATION ON THE FLOOR PLAN. AND THE ►J CROW OF ROAD ELEVATION ON THE SITE PLAN. 3. 3. PROVIDE SCALE USE FOR THE SITE PLAN. ✓ -,/4. 4. PROVIDE DOOR SCHEDULE FOR THE NEW INTERIOR DOORS. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings.