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RC-15-2355 y Permit No. RC-9-15-2355 `5t►oacs y� ,. Miami Shores Village Permit Type:Residential Construction 10050 N.E.2nd Avenue NE Worts Classification:Addition/Alteration Miami Shores,FL 33138-0000 Per ItPermit Status:APPROVED Phone: (305)795-2204 �'GORtDp` Issue Date: 1/15/2016 Expiration: 07/13/2016 1 Project Address Parcel Number Applicant 1055 NE 96 Street 1132060143710 PATRICE ROBINET Miami Shores, Fl- Block: Lot: Owner Information Address Phone Cell PATRICE ROBINET 1055 NE 96 Street MIAMI SHORES FL 33138-2551 Contractor(s) Phone Cell Phone HOME OWNER Valuation: $ 50,000.00 _ - ,. .�_ _ .�,...... Total Sq Feet: 750 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved:: In Review Final PE Certification Date Denied: Drywall Type of Construction:CONSTRUCTION OF GARAGE SEP Occupancy:Single Family Miscellaneous Stories:2 Exterior: Window Door Attachment Front Setback: Rear Setback: Tie Beam Left Setback: Right Setback: Final Bedrooms:3 Bathrooms:3 Framing Plans Submitted:Yes Certificate Status: Insulation Certificate Date: Additional Info: Truss Insp Bond Return: Classification:Residential ColumnsFoundation Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Window and Door Buck Bond Type-Owners Bond $500.00 Fill Cells Columns CCF Invoice# RC-9-15-57102 Wire Lathe $ .00 01/15/2016 Credit Card $2,527.00 $200.00 CO/CC Fee $15500:00 Review Electrical DBPR Fee $22.50 09/16/2015 Credit Card $200.00 $0.00 Review Electrical DCA Fee $22.50 Bond#:2958 Review Planning Education Surcharge $10.00 Review Building Notary Fee $5.00 Review Building Permit Fee. $1,500.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Structural Plan Review Fee(Engineer) $120.00 Review Mechanical Scannino'Eee $87.00 f Review Plumbing Technol y Fee $40.00 1--- Review Plumbing Total: $2,727.00 F.Termite Letter F.Elevation Certificate Declaration of Use c In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertainingtfiereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting Rhhis permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for:ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and SWIMMING POOL work. rD OWN ERS'{�FFIDAVIT." I I that all the fore oing infor ation is ccurate,and that all work will be done in compliance with all applicable laws regulating constructiWiand zoni . Futh more,I auth ' e the bov a co tractor to do the work stated. January 15, 2016 + Adth ' ed Signaturer / icant / Contractor / Agent ate —a Buil ng Department Copy January 15, 2016 1 M Miami Shores Village .c"._.t`rD Building Department SEP 16 2015 p \� 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/y �-- BUILDING Master Permit No.� PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1055 NE 96 Street City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-3206-014-3710 Is the Building Historically Designated:Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Patrice Robinet and Elsa Gagnon Phone#:305-546-8088 Address: 1055 NE 96 Street City: Miami Shores State: Florida Zip: 33138 Tenant/Lessee Name: N/A Phone#: Email: patricerobinet@hotmail.com CONTRACTOR:Company Name: Patrice Robinet (Owner) Phone#: 305-546-8088 Address: 1055 NE 96 Street City: Miami Shores State: Florida Zip: 33027 Qualifier Name: Patrice Robinet Phone#: 305-546-8088 State Certification or Registration#: N/A Certificate of Competency#: N/A DESIGNER:Architect/Engineer: Victor Bruce Phone#: 305-310-5030 370 NE 101st Street Miami Shores FL 33138 Address: City: State: Zip: Value of Work for this Permit:$50,000 Square/Linear Footage of Work: Est. 750 sq. ft. Type of Work: ❑E Addition ❑ Alteration ❑■ New ❑ Repair/Replace ❑ Demolition Construction of garage (separate from house with access to alleyway. I Description of Work: 9 9 ( P ) { s Specify color of ofcolor thru tile: �\ Submittal Fee$ (CT . cjz) Permit Fee$ ° 7 3 CCF$ Go CO/CC$ W r Scanning Fee$ PJ 4 'Q Radon Fee$ 1 (h�DBPP�R``-�$� a2� Notary$ ` i 'Q -� Technology Fee$ 140 `Q Training/Education Fee$ \V. co Double Fee $ Q) Structural Reviews$`a0 -AD -Q 111;'0 Q Bond$ r� TOTAL FEE NOW DUE$ Q- ' VD (Revised02/24/2014) a, a 0�) Bonding Company's Name(if applicable) N/A Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved 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 16 day of 20 / by day of 20 , by �/2Zb/W,&hJis personally known to who is personally known 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: Sign: Sign: tintAPrint: Sea �#0° Notary Public State of Florida Seal: Joanna M Feliciano My Commission FF 082753 I w moo" Expires 0111212018 U APPROVED BY Plans Examiner �Zo in� 2 ) Structural Review Clerk (Revised02/24/2014) S�OREs Miami Shores Village Building Department "' 01111" 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ORNp` Tel: (305) 795.2204 Fax: (305) 756.8972 1 OWNER BUILDER DISCLOSURE STATEMENT NAME: � �l C,t3 '20 q Iy 6; r DATE: Ida te� ADDRESS: 1 o S S �J d !36- S 1 oea r L 3313 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 489.103(7). And I have read and understood the following disclosure statement,which entitles me to work as my own contractor;I further t understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor.You have applied for a permit under an exception to the law.The exemption allows you,as the owner of your property,to act as your own contractor even though you do not have a license.You must supervise the construction yourself.You may build or improve a one-family or two-family residence.You may also build or improve a i commercial building at a cost of$25,000.00 or less(The new form states 75,000).The building must be for your own use and occupancy.It may not be built for sale or lease.If you sell or lease a building you have built yourself within one year after the construction is complete,the law will presume that you built for sale or lease,which is a violation of this exemption.You may not hire an unlicensed person as a contractor.It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances.Any person working on your building who is not licensed must work under your supervision and must be employed by you,which means that you must deduct F.I.C.A and with- holdings tax and provide workers'compensation for that employee,all as prescribed by law.Your construction must comply with all ' applicable laws,ordinances,buildings codes and zoning regulations. i Please read and initial each paragraph. 1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner-builder 41 permit under an exemption from the law.The exemption specifies that I,as the owner of the property listed,may act as my own contractor with certain restrictions even though I do not have a license. i Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. s Initial 3. 1 understand that,as an owner builder,I am the responsible party of record on a permit.I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license umbers on permits and contracts. Initial [ 1 understand that I may,build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my use or occupancy.It may not be built or substantially improved,for sale or lease. If a building or residence that I have built or substantially improved *SSmyself is sold or leased within 1 year after the construction is complete, the law will presume that I built or bstantially improved it for sale or lease,which violates the exemption. Initial r ` 5!' 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. `` ' Initial R 4 U 6! 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or r r residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or k s municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner-builder permit that erroneously implies that the property owner is providing his or her own labor and materials.I,as an owner-builder,may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial fi/1 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who 1?not licenses to perform the work being done.Any person working on my building who is not licensed must work under my direct supervision and must be employed by me,which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act(FICA)and must provide workers compensation for the employee.I understand that my failure to follow these may subject to serious financial risk. Initial 9. l agree that,as the party legally and financially responsible for this proposed Construction activity,I will abide by all applicable laws and requirement that govern owner-builders as well as employers.I also understand that the Construction must comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service,the United States Small Business Administration,and the Florida Department of Revenues.I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or htt ://www.m oridalicense.com/db rl ro/cilb/index.html Initial 11. 1 am aware of,and consent to;an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: I 5 �y8 9,tf- S_r Vi4g, IS/MA rL 33t zz 01 Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to'any of the information that I have provided on this disclosure. ) Initial d~� Licensed contractors are regulated by laws designed to protect the public.If you contract with a person who does not have a license,the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court.It is also important for you to understand that,if an unlicensed contractor or employee of an individual or firm is injured while working on your property,you may be held liable for damages.If you obtain an owner-builder permit and wish to hire a licensed contractor,you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before`me this day of �P K BY/22&/ 205//'h2 f who was personally known to me or who has L_Z 09 -,n S Produced there License or as identification. o v_M g N Ypp -n fS Ny�N 00-nM N 0 �1 N 0 W ER °' aint -Akore-i •Ilaq It FLORID 10050 NS`C ,E `- 0ND,4kVf,' MIAMI SHORES, F[(3R1r-)A33138-2382 lephone: (1305" 795-2207 Fax; (305) 756-8972 DAVID A. DACQUISTO, AICP PLANNING 6 ZC-,N NG DEVELOPMENT ORDER File Number: I"Z-9-14-20141 311 165-5 NE 96"' Street Property Address: Property Owner/Applicant: Patrice kobinet'& Elsa Gagnon Address: 1055 NE 96th St., Miami Shores. Ft, 33138-2551 Agent: Victor Bruce Address: 3370 NE 101st Street, Miami Shores.. Ft, 33138 Whereas'. the applicant Htrice Robinet & Elsa Gagnon (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•Iand VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and Sec. 600. Site plan review and approval required. First floor addition. Whereas,. a public hearing was held on October 16, 2014 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 hearino: 1) Approval is granted as shown on the plans Submitted and made a part of this approval to construct a First floor addition of 753 sq. ft., a 673 sq. ft. detache�d garage and pergolas. 2) Applicant to obtain all required building permits before beginning work. Pae 'I of 2 8 3) 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. 4) Applicant to meet-all applicable code provisions at the time of permitting. 5) 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 (I) year. The application with conditions was passed and adopted this 1.6`"day of October, 2014 by i the Planning and Zoning Board as follows: Mr. Abramitis Yes (� Mr. Busta Yes I Mr. Reese Yes Mr. Zelkowitz Yes Chairman Fernandez Yes Date 1 Ric tard M. Fernandez _-✓ Chairman, Planning Board t i i y qa1 X 6 i f F l t 4 Paae 2 of? F F TREE COMMENTS ,CHANGES NEEDED FOR NATURAL RESOURCES APPROVAL (All changes must be me han" ally reproduced) DATE OF NOTICE: . Our aerial historic records indicate the presence(currently or in the past)of tree resources. Please clarify the information as follows: IF YOU DO NOT NEED TO REMOVE TREES: 1. On SITE PLAN, show trees within twenty feet (20') of ANY type of ' construction, including driveways, septic tanks, fences, pipes, buildings, construction roads etc. 2. Show distance from these trees to construction. 3. Label the trees as existing to remain. 4. On SITE PLAN show 6-8' barriers around trees less than 18 inches in diameter at breast height* (DBH) and show 10-12' barriers around trees 18 inches in diameter at breast height or greater. [If trees are too close to construction for'proper sized barriers, please contact our office—(786) 315-2800.] *18 inches in diameter at breast height is the same as 56.5 inches in circumference. 5. We MAY need to see pictures of the site or the downtown office may have to do an inspection to be sure that no trees will be damaged by the construction. IF YOU NEED TO REMOVE OR RELOCATE TREES: Permit applications are processed by the Tree Program. The following items must be submitted to apply for a permit: 1. Filled out TREE REMOVAL/RELOCATION application form. i 2. Application fee (check or credit card).-Please fiAd de on T 3. Two copies of site plan showing all trees. Please mark the trees to be removed/relocated. If there are more than 10 trees on-site, you need to provide two copies of a tree survey. TREE PROGRAM: { 701 NW 1 st COURT, 7th floor. (305) 372-6600, ext. 2 WALK-THRU FROM 8:00 a.m. TO 12:00 p.m. EVENING HOURS BY APPOINTMENT ONLY REVIEWER: PHONE: (786) 315-2800 t Tree Permit Application MIAMI-RADE Tree Permitting Program 701 N.W.1 Court,6th floor � Miami,Florida 33136 T(305)372-6574 F(305)372-6479 FOR DEPARTMENTAL USE ONLY updated 10/12 Date Received: Application Number: Received By: Application Fee(other fees may be applicable): i Application Type: ❑Removal []Relocation ❑Removal&Relocation ❑Modification ❑Extension After-the-Fact: []Yes ❑No i r Application must be filled out in its entirety. Please indicate N/A for non-applicable fields. 1.Applicant Information: 2. Applicant's Authorized Permit Agent: The name and contact information for the Agent that is authorized by the owner to process the Name: application,furnish supplemental information relating to the application and bind the applicant Address: to all requirements of the application/permit document. P Name: Zip Code: Address: Phone#: Fax#: Zip Code: Email: Phone#: Fax#: •This should be the applicant/owner's information for contact purposes. Email: 3.Site Location and Description where the proposed activity exists or will occur: Folio#(s): Site Address: Does intended use of the property require re-zoning or plat?❑Yes []No City or Town: 4.Current Use/Location of Trees(check all that apply): ❑Single Family ❑Multi-Family []Commercial ❑Business ❑Agricultural ❑Swale/Right-of-Way ❑Other S.Work Description: Building permit process number(If Applicable): Number and type of tree(s)to be removed,or relocated.Include trees affected by improper trimming or removed without a permit: i Location of the tree(s)stated above: Reason for permit request: Attachments(check all that apply):(e.g.site sketch,plans etc.): ❑Site Sketch ❑Plans ❑Photographs ❑Arborist Assessment ❑Tree Survey ❑Other 1 6.IMPORTANT NOTICE TO APPLICANT: The written consent of the Property Owner is required for all applications to be considered complete. Your application WILL NOT BE PROCESSED unless the Property Owner consent portion of the application is completed below. You have the obligation to notify the Department in writing of any changes to information provided in this application. Application is hereby made for a Miami-Dade County tree permit to authorize the activities described herein. I agree to or affirm the following: • 1 possess the authority to authorize the proposed activities at the subject property,and • 1 am familiar with the information,data and plans contained in this application,and • To the best of my knowledge and belief,the information,data and plans submitted are true,complete and accurate,and • 1 am authorizing the permit agent listed in Section 2 of this application to process the application, furnish supplemental information,and bind the property owner(s)to all requirements of this application/permit document,and • 1 agree to provide access and allow entry to the project site to inspectors and authorized representatives of Miami-Dade County for the purpose of making the preliminary analyses of the site and to monitor permitted activities and adherence to all permit conditions. A. IF THE APPLICANT IS AN INDIVIDUAL Signature of Applicant Print Property Applicant's Name Date B. IF THE APPLICANT IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples:Corporation, Partnership,Trust,LLC, LLP,etc.) Print Name of Applicant(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Under the penalty of perjury,I certify that I have the authority to sign this application/permit document on behalf of the Property Owner,to bind the Property Owner,and if so required to authorize the issuance of a bond on behalf of the Property Owner.(If asked,you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required, pursuant to your governing documents,operating agreements,or other applicable agreements or laws,you must attach additional signature pages.*** Signature of Authorized Representative Print Authorized Representative's Name Title Date C. IF THE APPLICANT IS A JOINT VENTURE Each party must sign below (If more than two members, list on attached page) Print Name of Applicant(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Print Name of Applicant(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Under the penalty of perjury,l certify that I have the authority to sign this application/permit document on behalf of the Property Owner,to bind the Property Owner,and if so required to authorize the issuance of a bond on behalf of the Property Owner.(If asked,you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required. pursuant to your governing documents,operating agreements,or other applicable agreements or laws,you must attach additional signature pages. *** Signature of Authorized Representative Print Authorized Representative's Name Title Date Signature of Authorized Representative Print Authorized Representative's Name Title Date 2 7.WRITTEN CONSENT OF THE PROPERTY OWNER FOR THE PROPOSED WORK LOCATION I/We are the fee simple owner(s) of the real property located at Miami-Dade County, Florida, otherwise identified in the public records of Miami-Dade County as Folio No(s). I/we am/are aware and familiar with the contents of this application for a Miami- Dade County tree permit to perform the work on the subject property,as described in this application.I/we hereby consent to the work described in this tree permit application. A. IF THE PROPERTY OWNER IS AN INDIVIDUAL Signature of Property Owner Print Property Owner's Name Date, Signature of Property Owner Print Property Owner's Name Datel B. IF THE PROPERTY OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples:Corporation,Partnership,Joint Venture,Trust,LLC,LLP,etc.) Print Name of Property Owner(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation i Address of Property Owner Under the penalty of perjury,1 certify that I have the authority to sign this application/permit document on behalf of the Property Owner,to bind the Property Owner,and if so required to authorize the issuance of a bond on behalf of the Property Owner.(If asked,you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required, pursuant to your governing documents,operating agreements,or other applicable agreements or laws,you must attach additional signature pages.*** Signature of Authorized Representative Print Authorized Representative's Name Title Date Signature of Authorized Representative Print Authorized Representative's Name Title Date i Please Review above Appropriate signature(s)must be included in: Box 6:either A,B or C(Owner or other Applicant) AND Box 7:either A or B(Property Owner) t i { 3 � I t .i,. Tree Permit Application Additional Signatures Page (Please attach to Tree Permit Application if Needed) Folio q(s): Site Address: 1. IF THE PROPERTY OWNER IS AN INDIVIDUAL Signature of Property Owner Print Name of Property Owner Date Signature of Property Owner Print Name of Property Owner Date 2. IF THE PROPERTY OWNER IS OTHER THAN AN INDIVIDUAL OR NATURAL PERSON (Examples:Corporation,Partnership,Trust,LLC,LLP,etc.) Print Name of Property Owner(Enter the complete name as registered) Type(Corp,LLC,LLP,etc.) State of Registration/Incorporation Under the penalty of perjury,we certify that we have the collective authority to sign this application/permit document on behalf of the Property Owner,to bind the Property Owner,and if so required to authorize the issuance of a bond on behalf of the Property Owner.(If asked,you must provide proof of such authority to the Department). ***Please Note: If additional signatures are required,pursuant to your governing documents,operating agreements,or other applicable agreements or laws,you must attach additional signature pages.*** Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date Signature Print Name Title Date 4 Miami Shores Village BuildingDepartment p MAI 2 9 zoos 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY: INSPECTION LINE PHONE NUMBER:(305)762-4949 1 ' FBC 20 (D BUILDING Master Permit No:12o_I�3 -off Cv�J PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION SHOP Q CONTRACTOR DRAWINGS JOB ADDRESS: )OSS /VCS / 6 1 c/ City: Miami Shores County: Miami Dade Zip: )�O Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:` Flood Zone: BFE: i FFE: p,,,� OWNER: Name(Fee Simple Titleholder): �dfn�� r3120) 1-U CS/ Phone#: �S� S�/1S-�"'c�g Address: \OSS Qt? qj� ST City: Y)Ak) S floQd� State: r�' Zip: M138 Tenant/Lessee Name: Phone#:-_�O<-_ :5-46_ Som Email: :i�A_10IGd Ra( (.VL?/ tom, NOTNA/L • COq CONTRACTOR:Company Name: 6 \ Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: 1 w Specify color of color thru tile: t A a Submittal Fee$ Permit Fee$ CCF$ '� ` "' CO/CC$ Scanning Fee$ _Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ W (Revised02/24/2014) i F, Bonding Company's Name(if applicable) ka fr �. ! i•4 Bonding Company's'Addressi, City +t s4. 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. 1 * , c k "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." R 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. 2�Signature Signature OWNER or GENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this' o-'? day of Ir ,20�J by day of' 20 by _} pT-V-1 CC-, C�-�-GK^;who is personally known to who is personally known to I me or who has produced ��_ —1 1 U�101s me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB NOTARY PUBLIC: Sign: ( Sign: Print: �� `� �''�`� Print: Seal: #r Pott Notary Public State of Florida Seal: _° Sindia Alvarez y��,j oa My commission FF 156750 `'of pd� Expires 0910312018 ********************** ************************************************************************************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) (� �; a .,�• �� .A r,X �.-u 5h�• �. ,� 1�4^� .I�_1,I ;1 .t4 •,>a u.. .�. •.ya .. b: .. 'sr. i. _ M't. c :51�'tb�'y i ... ..v. t< +rt ,. t.. :i •�j^.. 4 .. _ � ..»± `w.. � 1 C Certificate of Completion Miami Shores Village 10050 NE 2 Ave, Miami Shores FL., 33138 4 Tel: 305-795-2204 Fax: 305-756-8972 _ Building Inspection Department E This certificate issued pursuant to the requirements of the Florida Building Code 106.1.2 certifying that at the time of issuance this structure was in l ` compliance with the various ordinances of the jurisdiction regulating building construction or use. For the following: 3i Permit Type RESIDENTIAL CONSTRUCTION Bldg. Permit No. RC-9-15-2355 r Owners ELSA GAGNON & PATRICE ROBINET Contractor HOME OWNER Subdivision/Project MIAMI SHORES SEC 2 Date Issued March 27, 2018 { ' Occupancy } Construction Type V-5 Load N/A ti ' tt �•i, - ,, 1 Square Footage 673 Occupancy Type R-3 3 CONSTRUCTION OF GARAGE SEPARATE ?' Description of FROM HOUSE WITH ACCESS TO ALLEYWAY Applicable 2014 FLORIDA BUILDING ,I Work Code ° k Location �. 1055 NE 96 ST ' F; Miami Shores, FL 33138-2551 y,10REs It Bell un. Building Officials Approval Ismael Naranjo, CBO - '•: Not Transferable ��OR1Dp T POST IN A CONSPICUOUS PLACE ' t C I '�+ { 9' It. rf�� _�3�3��,�1a,r. • • �/iY (�j♦Y ��y` � , +�" I�� .� �y �" e �r '��^ I ,_ .sir. --� - .��a,Y -.�...r.- ,.ri.. �._.._..- .�.......- "+' w�!".m.."s^.•Tia.-_. .'''t` _ •�' _ .IG. __. i,~ _. ,n. _J r WLRECTION REC��R� n : POST ON SITE y � ermitNO. RC-9-15-2355 .S�oR hs y �� MiainSl9ores Villa g 1 IK yg� ermitType:ResidentialConstruction n 110050 ME.2nd Avenue ■ Magri •-�. �� M ami Sho es,,FL 33138-000 �9 TWO C/essJfication:Addition/Alteration ,f . Phone: (305)795-2204 Fait: (305)75 �R�p ss 4 i a 111512016; Ex ares: 07/13/2016 A & :: .s p INSPECTION REQUESTS: (305)762-4949 or Log on at httpsa%bldg-m,lamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following dayinspections. r 'Residential Construction' Parcel #:1132060143710 Owner's flame:PATRICE ROBINET Owner's Phone: Job Address: 1.055 NE 96 Street Total Squame Feet: 750 Miami Shores..FL__ _ _ Bond Number: 2958, Total Job Valuation: $ 50,000.00 WORK 1S ALLOWED MONDAY THROUGH SATURDAY, _ 7:30AM-6:0015M.NO WORWIS ALLOWED O_N Contractors) Phone PrimaryContractor SUNDAY OR HOLIDAYS. HOME OWNER Yes BUILDING INSPECTIONS ARE DONE MONDAY s THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY: xk G 23 G6 -NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER rHE.BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICEFORIMPROVEMENTS TO YOUR PROPERTY. A NOTICE 'OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ..ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. 1 V INSPECTION RECORD i STRUCTURAL �■ INSPECTION DATE °INSP INSPECTION_ DATE INSP INSPECTION DATE INSP Foundation Zonis Final ' Stemwall _ ZONING,COMMENTS _ Rough /0-1 Slab `° WatS,Columns 1st Lift - / — = -- P ��Columns 2nd-Li - - =4 - -Tie Beam _ _ _ _ _ __Truss/Rafters C ' floof Sheathing Za ' _ _ _ Sewer Hook;-,u a Bucks I' Roof Drains III�� Windows/Doors Gas Interior Framing INSPECTION DATE iNSP_ LP Tank ` Insulation Tem ora Pole Well Ceilin "'Gnd ' 30 Day Temporary Lawn Sprinklers D all2� (o Pool Bonding Main Drain Firewall Pool Deck Bonding Pool Piping Wire Lath Y1 to Pool_Wet Niche „_ Backflow Prevento Pool Steel Under round `lnterce for Pool Deck FooterGroun Catch Basins Final Pool labCondensate.Drains Final Fence Wall Rough HRS Final Screen Enclosure Ceiling Driveway Roug " ' PLUMBING G MMEN. S, Driveway Base Tele-'hone Rough N!9 �f Tin Cap Telephone Final t4 A4&74 Co ,_4 Roof in Progress TV Rou h Mop in Progress TVFinal Final Roof. Cable Rough Shutters Attachment Cable Final -- Final Shutters Intercom Rough q jis arra Guardrails- T intercoM Final ADA compliance J Alarm Rough INSPECTION DATE_ _ -.INSP Alarm Final Uhderground Pipe- DOCUME ITS Fire Alarm Rough 1 Soil,Bearing Cert _ Fire Alarm Final Rough Soil Treatment Cert Service Work Wi V �' Floor CieVai:ic7f-i Survrr ve►nUWi01i RviigiI - Reinf Unit-Mas-Cert - - ELECTRICAL-COMMENTS Hood'Rough _ Insulation-Certificate m Pressure Test Spot Sure _ Final Hood Final SurveyFinal Ventilation Truss Certification Final Pool Heater -` STRUCTURAL COMMENTS Vacuum ' z 394_ml- elk • IN MECHANICAL C MMENTS ' INSPECTION DATEFSP Final S rmkler i Aj22,7 Final Alarm k , Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-295390 Permit Number: EL-9-15-2455 Scheduled Inspection Date: January 16, 2018 Permit Type: Electrical - Residential Inspector: Devaney, Michael Inspection Type: Final Owner: ROBINET, PATRICE Work Classification: Addition Job Address: 1055 NE 96 Street { Miami Shores, FL Phone Number Parcel Number 1132060143710 Project: <NONE> Contractor: CITY LIGHTS ELECTRIC, INC. Phone: (305)495-3198 Building Department Comments ELECTRIC FOR NEW GARAGE. Infractio Passed Comments INSPECTOR COMMENTS False f 9 ' Inspector Comments Passed Failed Correction f Needed Re-Inspection ❑ Fee a No Additional Inspections can be scheduled until re-inspection fee is paid. i January 12, 2078 For Inspections please call: (305)762-4949 page 19 of 29 INSPECTION RE � � � r _13 -� �--�� POST ON SITE. OS ffilermit No. RC-9-15-2355m �_ Miai Shores Villag {tI w Permit T e: esidentfal onstruC ion �100SD 2nd Avenue �� ) w �p}ii catio � � =, MlA Shores,FL 33138-000 WO C/assificat;ori;Additfori/Alteration .r b,� � or° Phone: (305)795-2204 Fax: (305)759„897 ,N: Is�Su : 1/15/2016 66 �tORiDA $ Expires: 07/13/2016 YI INSPECTION REQUESTS:+(305)762-4949 or Log on at httpsa/bldg.mlamishoresvillage.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 #:1132060143710 Owner's Name:PATRICE ROBlNET Owner's Phone: Job Address: 105._5 NE 96 Street - --- Total Square Feet: 750 MiamLShores FLT 58_ Total-Jab Valuation: $ 50,000:00 'Bond Number: 29 WORK IS ALLOWED MONDAY THROUGH SATURDAY, _ 7:30AM-6:OOPM.NO WORK IS ALLOWED ON Contractors) Rhone Primary Contractor SUNDAY OR HOLIDAYS. HOMEOWNER Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. Wce� � ,ua A WA4 lo .NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN,APPROVED. PLANS ARE READLY AVAILABLE. IT IS 4.1- 1E PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANYWATERIAL REQUIRED TO ALLOW INSPECTION. _ WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE- FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. y INSPECTION RECORD . f . i STRUCTURAL PLUMBING INSPECTION . DATE "INSP: INSPECTION DATE,_ IN., INSPECTION, _ _ DATE —1NSP Foundation ' Zonin Final W. Stemwall ZONING COMMENTS , Rough XW Slab -' _ Water Service _ Columns 1st Lift _ __ 2nd Rou "h_ Columns2nd'- T ' _ To Out �1 Tie Beam b T _ Fite,S'rinkters Truss/Rafters l Septic,Tank T Roof ng— ` ` ` Bucks - Roof Drains- 17 . rains Windows/Doors Gag- 4n terior asanterior Frarnin 'INSPECTION DATE Tffff LP Tank ` Insulation Tem oral Pote Well Ceiling Grid SO'Daffemporary Lawn Sprinklers T Drywall' ( 23 V Pool BondingMain Drain Firewall Pool Deck Bondi" _ Pool P,i in Wire Lath_ ! Pool W,et Niche Backflow Prevento Pool Steel - _ Under round - ` Interceptor Pool.Deck_ _ Footer Groun Catch Basins Final Pool lab Condensate Drains _ Final Fence Wall_Rough HRS Final Screen Enclosure` Ceiling s U.). Driveway , Roug ` " PLUMBING COMMENT S' Drivetinra "Base "'' Tele"horie Rough � . Tin-Ca Telephone Final - I6 i�f Roof in Progress TV Rough, Mop in Progress - TV Final, _ Final Roof Cable.Rou fi' Shutters Attachment Cable Final Final Shutters Intercom,Rougl�_ Rafts and Guardrails _ ' Intercom Final MECHANICAL ADA!com fiance Alarm Rough INSPECTION DATE INSP Alarm,Final Underground.Pipe DOCUMENTS -t Fire Alarm Rough # Soil Bead n Cert _ OELEtCTRtICAL n Final _^ Rough °. Soil,-Treatment-Ce Floor Elevation SurveyT Ventilation Rough Reinf Unit Mas'Cert _ COMMENTS Hood'Rough In sulation•Certificate Pressure Test _ S t Sui've . Final-Hood ' Final Surve FIAT Il W ttlation Truss Certification '"' ` '" Final'Pool'Heater I STRUCTURAL COMMENTS " ' " ' _ Fina1 Vacuum ' J " -1. PEMECHANICAL C MMENTS _ ;Fia :IES-OZZ7 INSP 01 - - s < J` 'r7 INSPECTION RECORD POST ON SITE Permit NODS-2-17-334 .yNoxns�� Miami Shores Village , ,, E Permit Type Driveway i ewa S abs ij �m 10050 N.E.2nd Avenue ��V] u. Miami Shores,FL 33138-0000 W0l�C,CIBSS/ffC2hOA",Add�bonlA{teration _ I" v , Phone: (305)795-2204 Fax: (305)756-8972 ' '" " �["oRmA Issue Date: 2/9/2017 Expires: 08/0`8/2017 INSPECTION REQUESTS: '(305)762-4949 or Log on at https://bidg.miamishoresvillage.comlcap REQUESTS ARE ACCEPTED DURING 8.30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Driveways/Sidewalks/Slabs Parcel #:1132060143710 Owner's Name:PATRICE ROBINET Owner's Phone: Job Address: `r Total Square Feet: 257 W3 j Shores- F 19111031-1 Total Job Valuation: $ 1,000.00 Bond Number: WORK IS ALLOWED: MONDAY THROUGH FRIDAY,8:00AM-7:OOPM. 6r(s) ,gontractor SATURDAY 8:OOAM-6:OOPM.COntCaCt HOME-bWf ER ' :Y6;" NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER,. THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL PLUMBING INSPECTION DTE V INSPECTION■I DATE INSP INSPECTIOII•I, DATE INSP FoundationIQ Ci' Zoning Final i Stemwall ZONING COMMENTS Rough Slab '" Water Service Columns(1st Lift) 2nd –ftugh Columns(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tank Roof Sheathing Sewer Hook-up Bucks Roof Drains ' Windows/Doors ELECTRICAL Gas Interior Framing _ I4SPECt1OON DATE INSP _ LP Tank Insulation Temporary Pole a Well Ceiling Grid 30 Day Temporary Lawn Sprinklers Drywall Pool Bonding Main Drain ' firewall Pool Deck Bonding Pool Piping Wire Lath Pool Wet Niche Backflow,Prev_entorl ,Pool Steel Underground Interceptor` Pool Deck Footer Ground Catch Basins Final Pool Slab _ Condensate Drains, M "� Final Fence Wall`Rough HRS Final ; Screen Enclosure Ceiling Rough 1 Driveway Rough ` ` i PLUMBING COMMENTS Driveway Base Telephone Rough ` Tin Cap ' Telephone Final 1 Roof in Progress TV Rough_ Mop in Progress TV Final Final Roof Cable Rough Shutters Attachment Cable•Final Finial Shutters »intercom Rough ' RailSand Guardrails + Intercom°Final MECHANICAL ADA c6mpliance Alarm Rough INSPECTION DATE INSP Alarm Final Underground Pipe DOCUME T Fire Alarm Rough Soil Bearing Cert___ __ Fire 91arm_Fnal. _ -Bough Soil Treatment Cert Service Work With floor Elevation Survey _ • Ventilation Rough ;Aeihf Unit Mas Cert ELECTRICAL COMMENTS HOOd Rough + ilnsulation Certificate Pressure Test' ` Spot Survey 4: Final Hood. ." Final Survey: . Final Ventilation Truss Certification i Final Pool Heater STRUCTURALCOMMENTS Final Vacuum MECHANICAL COMMENTS 41NSPECTION DATE INSP -Final Sprinkler'- J Final Alarm INSPECTION RECORD POST ON SITE y�oRes Permit NO. S-6-16-1 $17 Miami Shores Village Permit Type:Windows/Shutters 10050 N.E.2nd Avenue �--+► — n Miami Shores,FL 33138-0000 WorkClaSSlt"fCatOrl'DOOr Replacement Phone: (?05)795-2204 Fax: (305)756-8972 F101Y1PA Issue Date:811/2016 Expires: 01/2H/201.7 INSPECTION REQUESTS: (305)762-4949 or Log on at hit,6s-./ibldg.fniamisholresviflage.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. Windows/Shutters ��-a 1�1j`� Parcel #:1132060143710 Owner's Name:PATRICE ROBINET _ a Owner's Phone: Job Address: 1,055 NE 96 Stre t _ _ c`�` ti� y Total Square Feet: 0 M*ami Shores, FL ©� .� ; Bond Number: �� '6 ' ' '�* Total Job Valuation: $ 300.00 101 )40� -' WORK IS,ALLOWED: ,,,`"jk . MONDAY THROUGH FRIDAY,8:OOAM-7:OOPM. Contractor(s) Phone _ Pnmalry ontractor SATURDAY 8:OOAM-6:OOPM. HOME OWNER Yes NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. At J TA r S _ 6 poo� NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD N PLUMBINGSTRUCTURf INSPECTION_ L ZONING `DATE INSP INSPECTION DATE II INSP INSPECTION DATE INSP Foundation Zoning Final Stemwall ZONING_ COMMENTS ' ` Rough Slab , Water Service Columns(1st Lift) 2nd Rough Columns(2nd Lift) _ Top Out Tie Beam Fire Sprinklers Truss/Rafters _ "" i Septic Tank .Roof Sheathing 'Sewer Hook-up =Bucks _ Roof Drains Windows/Doors ELECTRICAL Gas Interior Framing INSPECTION DATE 1 INSP. LP Tank Insulation Temporary Pole Well Ceiling Grid 30 Day Temporary Lawn Sprinklers DrywallPool Bonding Main Drain Firewall a Pool Deck Bonding -Pool Piping Wire Lath Pool Wet Niche_,e 'Backflow Preventor Pool Steel Underground " ' Interceptor Pool Deck Footer Ground Catch Basins Final Pool Slab Condensate Drains Final Fence Wall Rough T HRS Final " Screen Enclosure Ceiling Rough Driveway Rough ' PLUMBING COMMENTS . Driveway Base Telephone Rough Tin Cap Telephone Final ` Roof in Progress TV Rough ,Mop in Progress` TV Final ,Final'Roof Cable Rough Shutters Attachment Cable Final " Final Shutters ' " Intercom Rough ` Rails and Guardrails intercom Final MECHANICAL ADA compliance ; Alarm Rough `INSPECTION DATE INSP Alarm'Final Underground Pipe PDOCU E44 Fire Alarm Rough Soil Bearing Cert VFire Alarm Final Rough Soil Treatment Cert Service Work With Floor Elevation Survey +Ventilation Rough Reinf Unit Mas Cert ELECTRICALCOMIVENTS Mood Rough Insulation Certificate Pressure Test Spot Survey Final Hood' Final Survey Final Ventilation Trus"s Certification _ Flnal Pool Heater STRUCTURAL COMMENTS Final Vacuum _ MECHANICA17COMMENTS " INSPECTION DATE I INSP Final Sprinkler Final Alarm INSPECTION RECORD OR PO�S+T ON SITE Permit NO. 'FW-9-1 V-2654 SN19, h<< Miami Shores Village Permit Type: Fence/Wall f I 0050N.E.2nd Avenue --�- Miami Shores,FL 33138-0000 Work Classification:Wood Fence,rQ yr �� Phone: (305)795-2204 Fax: (305)756-8972 Issue Date: 9/27/2016 ew*re�a ° 03/26/2017 Expires: INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.coln/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. Fence/Wall Parcel #:1132060143710 Owner's Name:PATRICE ROBINET Owner's Phone: Job Address: 1,055 NE 96 Street _ _ _ Total Square Feet: 24 Miarni Shores FL - Bond Number: Total Job Valuation: $ 1,600.00 - - WORK IS ALLOWED: ` MONDAY THROUGH FRIDAY,8:00AM-7:OOPM. Contractors Phone --Primary Contractor,; SATURDAY 8:OOAM-6:OOPM. SAMADA FENCE INC {305}7246344 Yes NO WORK IS AL'L'OWED ONSUNDAY OR HOLIDAYS. � Uf BUILDING AND ROOFING INSPECTIONS ARE DONE i MONDAY THROUGH FRIDAY. M a r - 1G NO,INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE�BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE 'BEFORE THE FIRST INSPECTION. if YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL • �IPLUMBING INSPECTION DATE I1, INSPECTION DATE INSP. INSPECTION DATE *INSP Foundation "j Zoning Final Stemwall ZONING COMMENTS Rough ' Slab _ Water Service Columns(1st Lift) 2°d Rough a Columns(2nd Lift) Top Out Tie Beam Fire Sprinklers Truss/Rafters Septic Tarek Roof Sheathing "_ Sewer Hook-up 4 Bucks Roof Drains. ; Windows/Doors ELECTRICAL Gas InterlorFraming INSPECTION DATE INSP LPTank lnsulation Temporary Pale Well Ceiling"'Grid 30 Day Temporary Lawn Sprinklers Drywall 'Pool Bonding •Main Drain Firewall x Pool Deck Bonding Pool Piping Wire Lath , . Pool Wet Niche Backflow Preventor Pool Steel ,Underground dnterceptor Pool Deck footer Ground Catch Basins Final Pool Slab Condensate,Drains Final Fence Wall Rough HRS Final Screen Enclosure I Ceiling Rough MOM Driveway Rough PLUMBING COMMENTS Driveway Base Telephone Rough Tin-Cap Telephone Final Roof in,Progress TV Rough Mop in Progress TV Final Final Roof Cable Rough ' - Shutttgrs Attachment Cable Final l , Filial Shutters Intercom Rough Rails and Guardrails ' Intercom°FinalMECHANICAL ADA compliance � Alarm Rough INSPECTION DATE - INSP Alarm Final Underground Pipe- DOCUMENTS ipeDOCUMENTS ` Fire Alarm Rough Soil Bearing_Cert Fire Alarm Fin I Rough 'Soil Treatment Cert Service Work With Floor-''6evation'Survey Ventilation Rough 'Reinf Unit Mas Cert ELECTRICAL COMMENTS Hood Rough &sulation,Certificate Pressure Test' Spot Survey Final Hood Final'Survey Final Ventilation Truss Certification V final Pool Heater STRUCTURAL COMMENTS Final Vacuum ,MECHANICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm r ' Inspection Worksheet 1 - Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 f nspection Number: INSP-299072 Permit Number: RC-9-15-2355 Inspection Date: March 09, 2018 Permit Type: Residential Construction Inspector: Kendall, Travis Inspection Type: Survey Final Owner: ROBINET, PATRICE Work Classification: Addition/Alteration, ` Job Address: 1055 NE 96 Street - Miami Shores, FL Phone Number Parcel Number 1132060143710 Project: <NONE> 1 Contractor: HOME OWNER . i Building Department Comments CONSTRUCTION OF GARAGE SEPARATE FROM Infractio Passed Comments ' HOUSE WITH ACCESS TO ALLEYWAY INSPECTOR COMMENTS False Inspector Comments Passed Failed El Correction Needed Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. r For Inspections please call: (305)762-4949 March 09, 2018 Pagel of 1 4 yN t j S e MARTINEZ & MARTINEZ ENTERPRISES , INC . Business License # 7702 7179 W . 13 Avenue , Hialeah , Florida 33014 Em aiI : pIspsm@yahoo.com Cel: 786-277-4851 Website : martinezandmartinez. com t Property Address: 1055 NE. 96 STREET, MIAMI SHORES, FL. LEGAL DESCRIPTION: Lots 12 and 13, in Block 82, of" 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. . . .... ...... SURVEYOR'S NOTES: .• . 1) The above captioned Property was surveyed and described base.PA the above LptrdI • Description: Provided by Client. •••• ...- 2) This Certification is only for the lands as described. It is not a certification or•-Fitle' Zor4k-0,0, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEW4ke : .". ..... 3)' There may be additional Restrictions not shown on this survey that may.be.foundliFthe PWROV Records of this County, Examination of ABSTRACT OF TITLE will have;tobe made to.detennirlIC. recorded instruments, if any affecting this property. ' 4) Accuracy: • • • The expected use of the land, as classified in the Minimum Technical Standards , is"Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8) The surveyor does not determine fence and/or wall ownership. 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey: BOUNDARY SURVEY. 11) If shown, elevations are based on the National Geodetic Vertical Datum of 1929. 12) Flood Zone: X Base Flood Elev.: NA as per map 120652, Suffix L , Panel 0306 1 Date of Panel 9-11-09 13) A complete list of abbreviations used in this survey are shown on the back of this sheet. 14) Survey# 13-79E 15) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: A.) PATRICE ROBINET Field Date: 05-24-2013 Up-date: 6-18-2013 For the firm: Up-date: 10-26-2015 Ped Luis Martinez P.S.M. Up-date: 9-07-2016 Up-date: 8-28-2017 P o ssional Surveyor & Mapper'ti - tat of Florida Reg.14o.5443' ��' Page 1 of 2 i • Legend of Survey / Abbreviations A Arc Length FIP Found Iron Pipe/Pin RNG Range AC Air Conditioner FL Flowiine RP Radius Point AWN Addition FN Found Nall RR Railroad ALUM Aluminum FT Feet or Foot RD Road APPROX Approximate FE Flowage Easement R/W Rlght-of-Nay ASPH Asphalt GAR Garage S South AVE .. Avenue GR Guard Rail SAN Sanitary BC Broward County GO Grade SCH Set Concrete Monument BL, Base Line GNO Ground SCN Screen BLDG Building GOVT Government SE Southeast BLK Block GPS Global Positioning System SEC Section BLVD Boulevard GW Guy Wire SEM Sewer BM Bench Mark HORIZ Horizontal SIP Set Iron Pipe/Pin BNDY Boundary HP High Point SN Set Nall BOTT Bottom HT Height_. SP Screen Porch CNE.••'Copal Maintenance Easement HW Head Wall SPEC Specification •••• C/Ca lt:••Ca 1 cu i ateb. HWL High Water Line SO FT Square Foot CB : . C14ch Bal m" IP Iron Pipe or SF •••• CD •• 'Chord DIMrice IV Invert -SR State Road CHH • Chord BeltZ% * LME Lake Maintenance Easement ST Streit • C/B .••'Cbocrete.BPock• L Length STD Standard •••; CSG .•'brb s Guf fe'r' LP Light Po I e STA Station ••• • CL ...;e0ter Ltde':" LT Left STN Storm •;•• CLF "Thaln Linf Tence MAINT Maintenance STRUC Structure CM • Concrete:ltonuNnt MAS Masonry STY Story •••• • CMP .;.Adrugatld Metal Pipe MAX Maximum SUB Subdivision CO Cldanout.'. MH• • CDL .•.CdLunm Man Hale SW Southwest CONC tdncrete M Field Measured SWK Sidewalk CONST Construction MIN Minimum T Tangent COORD Coordinate HIM Marker TBN Temporary Bench Mark NN Mean TEL Telephone COR Corner NDN Monument TEMP Temporary COV Covered MSL Mean Sea Level TOB Top of Bank CR County Road N North TOP Top of Pipe CS Concrete Slab N6D Nall 6 Disk TR TractlTrall CT Court NAD 83 North AmericanTRANS Transformer CULY Culvert Datum of 1983 TWP Township D Deed NE Northeast TYP Typical DB Deed Book NO Number UE Utility Easement DC Dade County N. Rad Not Radial UGD Underground DCA Dade County Record NTS Not to Scale USGS US Geological Survey i DEFL Deflect or Deflection NGVD National Geodetic UTIL Utilities DIA Diameter Vertical Datum UB Utilities Box DIST Distance NW Northwest V Vertical DR Drive NFIP National Flood VAR Varies DRA Drainage Retention Area Insurance Program VC Vertical Curve DE "Drainage Easement OHC Overhead Cable VOL Volume DWG Drawing ORB Official Record Book W West DWY Driveway P Plat WD Wood E East PAR Parcel Will Water Meter ENC Encroach PAT Patio WNN Water Main ELECT Electrical PAY Pavement -WV Water Valve EL Elevation PB Plat Book ENCL Enclosure PC Point of Curvature SYMBOLS ESMT Easement PCP Permanent Control Point EOW Edge of Water PED Pedestal A Delta Angle EXIST Existing . 0' Degrees Pae FCW Found Concrete Monument PPI Point of Intersection 0' Minutes FNO Found PK Parker Kalon Nall 0' Seconds FEWA Federal Emergency PL Property Line Feet When Used in Distance. Management Agency PLTR Planter inches When Used In Distance FIRM National Flood POB Point of Beginning110.0 Existing Elevation Insurance Program PP Power Pole �' x10.0 Proposed Elevation FF Finish Floor PRM Permanent Reference Monument Proposed Surface Flow FFE Finish Floor Elevation PROJ Project Iron Pipe or FH Fire Hydrant R Record by Plat/Deed' Set SetPin with Cap •5443, RAD Radial/Radius unless otherwise shown REF Reference - +/- More or Less RES Residence - x Dlstance_Not Supported RET Retentlon/Retaining by Field Measurement 1 t t , i SKETCH OF SURVEY K -- I 5� SCAL :-�" _ 2 ,'Miami Shores Village M R 09 018 I APPROVED BY DATE BY: ZONING DEPT , HL EIG DEPT Sl1f),IF CT TO COMPLIANCE WITH ALL FEDERAL op `;I A ff=AN[)COUNTY RULES AND REGULATIONS LIMITS OF PLAT r FIP. 1/2" - _ _ 15'-ALLEY - - ASPH. PAVEMENT - FIP. 1/2" No I.D. No I.D. M CONC. 100.00' L9 � a DRIVE 32.0 o 0 12.6' 23.7 P06WOOD L . .� .... ....�. WALL DECK 32.0 • GARAGE CONC. WOOD •....� •....• ;••••; 10.0' DECK1.2 95 .... � .... ..... •••••i` • •• ••i••• • • • • ..... 13.0 - CONC. ••� �...:. :...:: I�.••.• 1� CONC. CONC. M iLOT-14 N N LOT-11 (BLOCK-82 CONC. 0 7.6 j T_ BLOCK-82 26.9 tx• •0 23.4 2—STORY CONC. RESIDENCE #1055 ao j M FFE=11.07' M 0 30.8 ' 12.1' 9.1 0p 14.1 X4.40. r i CONC. I 16 o o s F.DH. g 100.00 F.DH. 5' CONC. SIDEWALK 7.5' PARKWAY 4.50' CURB NE. 96 STREET ASPH. PAVEMENT LEAL � — — — —j� � (80' TOTAL R/W.) THIS SURVEY MAP OOF AP,F_ •LEGEND 9°NOT VALID WITHOUL �. + =Existing Elevations =Light Pole AND THE ORIGINAL R —a"—Overhead Wire Line ®=Water Meter F.DH. =Found Drill Hole y u—Wood Fence la=Catch Basin FN&D. =Found Nail & Disc. Sh@2t 2 Of 2A FLORIDA LICENSEDR: —X—Chainlink Fence �=Power Pole FIR. =Found Iron Rebar s U.S. DEPARTMENT OF HOMELAND SECURITY OMB No:1660-008 Federal Emergency Management Agency Expiration Date: November 30,2018 National Flood Insurance Program ELEVATION CERTIFICATE Important:Follow the instructions on Pages 1-9 Copy all Pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name (Not Valid For Use For Any Other Person or Entity) Policy Number: PATRICE ROBINET A2. Building Street Address(Including Apt., Unit,Suite,and/or Bldg. No.or P.O. Route and Company NAIC Number: Box No. 1055 NE.96 STREET (UNATTACHED GARAGE AT REAR) City State ZIP Code MIAMI SHORES FL. 33138 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOTS 12-13,BLOCK 85,MIAMI SHORES SEC.NO.3,PB.10,PAGE 37,MIAMI-DADE COUNTY RECORDS A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory,etc.)ACCESSORY A5. Latitude/Longitude: Lat.25.864435 Long.-80.176269 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:1A A8. For a building with a crawlspaceofenclosure(s): a)Square footage of crawlspace or enclosure(s)N/A sq.ft. b)Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade N/A c)Total net area of flood openings in A8.b N/A sq.in. d)Engineered flood openings? ❑ Yes ® No A9. For a building with an attached garage: a)Square footage of attached garage N/A sq.ft. b)Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c)Total net area of flood openings in A9.b NA sq.in. f d)Engineered flood openings? ❑ Yes 2 No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3.State MIAMI SHORES 120652 1 MIAMI-DADE FL B4. Map/Panel B5. Suffix B6. Firm Index BT. FIRM Panel B8: Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone A0, use Base Revised Date Flood Depth) 1208600306 L 9-11-09 9-11-09 X NA B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate Elevation Datum Used for BFE in Item 139:E N;VD 1929 ❑ NAVD 1988 ❑ Other/Source: e B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes No Designation Date:NA ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions Page 1 of 6 i I i i 1 i OMB No:1660-008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding iirFormation 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: 1055 NE.96 STREET (UNATTACHED GARAGE AT REAR) City State., s Zip Code Company NAIC Number: MIAMI SHORES FL. 33138 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. 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 A7. In Puerto Rico only,enter meters. Benchmark Utilized:COUNTY 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) 9.76 ® feet ❑ meters b) Top of Next Higher Floor N.A ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) N.A ❑ feet ❑ meters d) Attached garage(top of slab) , N.A ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) N.A EJ feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) 9.46 ® feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 9.96 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support N.A El feet El 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. 1 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. Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments. Certifier's Name: License Number: Via. t Pedro Luis Martinez LS #5443—STATE OF FLORIDA vw Title: ..,,t! Professional Surveyor&Mapper _ 7 Company Name: A X Martinez and Martinez Enterprises,Inc. P ro Luis Martinez,PSM Address: 5.#5443,State of Florida 7179 West 13`x'Avenue "N t Valid without the signature and City: State: Zip Code: t e original raised seal of a Florida Hialeah FIL _ 33014 Licensed Surveyor&Mapper" Signature: Date: Telephone: 03-05-2018 786-277-4851 Copy all Pages of t 46Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,and(3)building owner. Comments(inc ig type of equipment and location,per C2(e),if applicable. # USED GOO LE ARTH TO OBTAIN LAT.AND LONG. USED MIAMI-DADE COUNTY BENCHMARK B-62 32505 ELEVATION=8.66'. HIGHEST 0 N OF ROAD ELEVATION=9.60'. r FEMA Form 086-0-33(7/15) Replaces all previous editions Page 2 of 6 ' r i r OMB No:1660-008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding ii%tbrmation 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: E 1055 NE.96 STREET (UNATTACHED GARAGE AT REAR) City State Zip Code Company NAIC Number: MIAMI SHORES FL. 33138 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 and 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, ❑ feet ❑ meters ❑ above or ❑ below the HAG crawlspace,or enclosure)is 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 1-2 of instructions), the next higher floor(elevation C2.b in the diagrams)of the building is -- ❑ feet El meters El above or El below the HAG E3. Attached Garage(top of slab) ❑ feet ❑ meters ❑ above or ❑ below the HAG E4. Top of platform of machinery and/or equipment --� ❑ feet ❑ meters El above or ❑ below the HAG servicing the building is E5. Zone AO only: If no flood depth number is available, is the top of the 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 or Owner's Authorized Representative's Name: Address City State Zip Code Signature Date Telephone Comments d 1 M I ❑ Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions Page 3 of 6 I I a OMB No:1660-008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 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: I 1055 NE.96 STREET (UNATTACHED GARAGE AT REAR) City State Zip Code Company NAIC Number: MIAMI SHORES FL. 33138 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, r 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 A0. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. r 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) ❑ feet ❑ meters Datum of the building: G9. BFE or(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 (including type of equipment and location,per C2(e), if applicable) { ❑ Check here if attachments FEMA Form 086-0-33(7/15) Replaces all previous editions Page 4 of 6 i r r I t I BUILDING PHOTOGRAPHS OMB No: 1660-008 ELEVATION CERTIFICATE See Instructions for Item A6 Expiration Date: November 30,2018 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: 1055 NE.96 STREET (UNATTACHED GARAGE AT REAR) City State Zip Code Company NAIC Number: MIAMI SHORES FL. 33138 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. r s a y j 3-05-2018 Photo One Caption: NORTH SIDE VIEW q ,< d� k pl -_ e 3-05-2018 Photo Two Caption: EAST SIDE VIEW FEMA Form 086-0-33(7/15) Replaces all previous editions Page 5 of 6 BUILDING PHOTOGRAPHS OMB No: 1660-008 ELEVATION CERTIFICATE See Instructions for Item A6 Expiration Date: November 30,2018 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: 1055 N E.96 STREET (UNATTACHED GARAGE AT REAR) City State Zip Code Company NAIC Number: MIAMI SHORES FL. 33138 If Submitting more photographs that 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. ^fi'ti 3-05-2018 Photo One Caption:WEST SIDE VIEW %ililiiaw re Y - " i r x Y u 3-05-2018 Photo Two Caption: EAST SIDE VIEW FEMA Form 086-0-33(7/15) Replaces all previous editions Page 6 of 6 Certificate of Compliance for Termite Protection (as required by Florida Building Code(FBC R318.11816.1.7) DARN : �`` QUICK TERMITE & FUMIGATION, INC. 7401 NW 7 ST UNIT #7 MIAMI, FL 33126 TEL (305)266-2220 FAX:(305)266-0113 www.damquicktermite.com 1055 NE 96 STREET MIAMI SHORES, FL 331.38 Address of Treatment or Lot/Block of Treatment SOIL BARRIER Method of Termite Prevention Treatment-soil barrier,wood treatment,bait system,other (describe) The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer.Services. i f , 0. CASASAA_ 2/16/18 —Authorized Signature DATE AA26001f 388 February 22, 2018 Miami Shores Village Building Department 10050 NE 2nd Avenue Miami Shores, Florida 33138 Final Inspection letter Permit Number: RC 15-2355 Address: 1055 NE 96th Street Building Department, I, Victor J. Bruce and Architect of Record, having performed visual observations of the project, hereby attest to the best of my knowledge, belief,and professional judgment, the structural and envelope components of the above referenced renovation are in compliance with the approved permit drawings. I also attest that to the best of my knowledge, belief,and professional judgment, the approved permit plans represent the as built condition of the structural envelope component of the said structure. Please contact me at 305.310.5030 if you have any questions and/or comments. Sincerely, OF.Ftp ,gyp- •i y' DR BRU AR0017103 �� a RED ARG` Victor J. Bruce A.I.A., LEED R AP Architect AR-0017103 P.O. Box 530019 Miami Shores,Florida 33153 telephone 305-310-5030 email vb9b2-ai.com a i Inspection Worksheet e Miami Shores Village . I 10050 N.E.2nd Avenue Miami Shores, FIL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-243603 Permit Number: RC-9-15-2355 Scheduled Inspection Date: March 10, 2016 Permit Type: Residential Construction Inspector: Rodriguez,Jorge Inspection Type: Foundation Owner: ROBINET, PATRICE Work Classification: Addition/Alteration Job Address: 1055 NE 96 Street Miami Shores, FL Phone Number Parcel Number 1132060143710 Project: <NONE> I Contractor: HOME OWNER Building Department Comments CONSTRUCTION OF GARAGE SEPARATE FROM Infractio Passed Comments HOUSE WITH ACCESS TO ALLEYWAY INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. t March 10,2016 For Inspections please call: (305)762-4949 Page 4 of 28 l KEANE SOIL PRETREAT & COMPACTION, INC. (954) 462-0607 Notice of Preventative Treatments for Termites (As required by Florida Building Code(FBC) 109.2.2) IS/ ►�� , �0 Address of Treatment 3 (o (9 cy �46"'k DTim Applicator —15 + Pro#t used Chemic us Gallons applied r Perce c t centration Area treated linear feet treated Stage of treatment As per 109.2.2—If soil chemical method for termite prevention is used,final exterior treatment shall be completed prior to final building approval. If this notice is for the final exterior treatment,initial and date this line t 0,C) yi M1 . 1u-4, z r f i,js,?i --4 rf t!v moi- I o •3 EPP! A &I WkSeLhul . dn njonj f t. .;J LOA 1yr VXjjr M%, I wo L' kv, 4 W" a W..lot WAS:I&A 01 im aq A dm w y ' f American Testing Materials Engineering, LLC. Testing laboratories—Engineering Inspection Services Chemist—Drilling—Environmental Services PROCTOR COMPACTION TEST RESULT AASHTO T-180 MODIFIED PROCTOR Date 2/22/2016 Order Number 16-0045 Client RHR of Miami Address 42815 SW 139th Ave,Miramar,FL,33027 Project Single Family Residence (New garage) Address 1055 NE.96 St,Miami shores,Florida { Sample Location stock pile @ job site. Soil Description Gray silica sand with rock fragments. Sampled By EV Reported To LABORATORY TESTING RESULTS Sample Number: 1 1 The following compaction test was conducted in accordance with the standard methods for Moisture/Density relations of soil using a 10 Ib Hammer { at 18'drop AASHTO T180 Modred Proctor. %Moist. Dry Den. 5.5 103.0 PROCTOR 7.3 105.0 k 9.8 106.5 12.5 104.0 107 k Optimum Moisture 9.8 106 100%Max Dry Den 106.5 I 98%Dry Density 104.4 T 95%Dry Density 101.2H 105 Gradation Test/ m I PASSING 3/4"Sieve 100% Z 0 104 Sampled By EV I Tested By EV Checked By WQ 103 I Typed By VR 102 5 fi1��ir rrrrrrrr�I,' 9 10 11-- 12 13 14 p,SE. .. Q(/q��,gisture t j Y Sic No5R'ertfuAy sunitted by, J ' _ d STA 0- ,C., _ %"(cs+'••., Se � dri, P:E. #51481 ` r sfQN�jZ 0ector-Threshold Buildings Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test,AMERICAN TESTING MATERIALS ENGINEERING,LLC.is not to be held responsible. As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. r AMERICAN TESTING MATERIALS ENGINEERING, LLC. '• Testing Laboratories-Engineering Inspection Services—Chemist-Drilling-Environmental Services o 1950 West 84th Street, Hialeah, Florida 33014-Phone: 305-646-1888Fax:305-646-1887 Field Density Test of Compacted Soils ASTM D-5195 Client.' RHR of Miami Order#: 16-0045 Address: 42815 SW 139th Ave, Mirmar, FL,33027 Date: 2/22/2015 Project. Single Family Residence (new garage) Gauge S/N: 35637 Address: 1055 NE.96 Street, Miami Shores, FI. Phone No: Attention: Test Number Location(s) , 1 North side of house;continous footing;for new garage;east side;center area. 2 north side of house;continous footing;for new garage;west side;center area. 3 North side of house; NW.footing pad;for new garage. F 4 North side of house;slab on grade;center area for new garage. r Description of Material. Gray silica sand with rock fragments. Fill I I Backfill Subgrade Base Rock Tested By: EV Test Number 1 2 3 4 ! Depth(in) 12" 12" 12" 12" i Field Density LB/Cu Ft. (Dry Density) 115.0 114.8 115.2 115.1 Moisture Contents 8.5 8.2 8.6 8.4 Maximum Density in the Field(%) 98.7 98.5 98.9 98.8 Compaction Requirement by Specs(%) 98.0 98.0 98.0 98.0 100%Maximum Density(Lab)-AASHTO T180 116.4 116.4 116.4 116.4 Optimum Moisture(%) 9.8 9.8 9.8 9.8 Status I PASS I PASS I PASS I PASS Remarks: „rrrrrrrrr Typed By: ;0�� .•��GENS•• ctfully submitted by, F No. 51481 = 0. -" " �'• STATE OF @m Quadri, P.E.#51481 "4 OAIOP RICAN TESTING MATERIALS NEERING, LLC. _ 11r,,,!pNA�t tt�wo% Should any subsoil conditions in the property(area)tested be found different from those encountered on the tested locations reported on our Density Test, American Testing Materials Engineering,LLC is not to be held responsible. As a mutual protection to client,the public and ourselves,all reports are submitted as the confidential property of clients,and authorization for publication of statements,conclusions or extracts from our reports is reserved. r G2 Consulting Group,lnc. t JOAQUIN MONTESINO, P.E 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax (786)2940032 Lic#69969,CA 25882 BY: JM DATE:1/14/15 SUBJECT:Robinet Res SHEET 1 OF37 CHECK BY:JM DATE1/14/15 Miami Shores , Florida CALCULATION TITLE SHEET Job Name : ADDITION & INTERIOR REMODELING Y Client : Mr. ROBINET GAGNON S 1055 NE 96th STREET MIAMI SHORES, FL 33138 bE� 1,� 2015 pY Job Type : RESIDENTIAL Building Code : .F.B.C.-2010-Edition Building Dept : Miami Shores The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct • •• • • • • • supervision.For the computer runs, if any,input was prepared • • • • • • • • • and the output data analyzed and interpreted in the same '.• • �' . '.• manner prior preparation of the construction documents. ``t�,%1 1 1 1 1 r 1,I �,' �. ••• •• • • • Therefore, I accept professional responsibility for mk% Gv1N � �MON interpretation , interpretation of any computer outputs. ;`,gyp`,' \G E N SF Sj�O 0 "' "' NO- 69969 ' .. .. .. .. '� /ONAL ��.1`.0 r 1 g2 consulting group,inc J�b:Robinet joquin montesino, p.e Sheet No: d of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:01/12/15 lic#69969 CA 25882 Checked by:JM Date:01/12/15 WIND LOADS PER ASCE7-10 EXPOSURE :C Roof angle: (7Deg.) < 0< _ (27 deg ) Roof angle: sly:= 2=5 0:= atan(slope) 0= 11.768-deg 12 175 mph Mean hight it 204- Importance Factor 1:= 1.00 Topographic Factor Kzt:= 1.0 Velocity pressure Exposure 2 2 h a of Kz:= if (h < 15ft), 2.01- ") , 2.01 Kz=0.9 JJ 9 a Wind Directionality Factor Kd:= 1.0 Basic Velocity Pressure qh:= 10.00256•Kz•Kzt•Kd•(V)2•I�•psf qh= 70.71•psf . .. . . . . ... . . ... . ... ... ... . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . i g2 consulting group,inc Job:Robinet joquin montesino, p.e Sheet No: I of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:01/12/15 lic#69969 CA 25882 Checked by:JM Date:01/12/15 Trusses & Girders over 17.3 ft long. Ag:= 100ft2 zone : 1 Negative with and without overhang Gcpi:= -0.18 Gcp:= -0.9 if Ag:5 loft -1.0+ 0.100-log Ag if 102:-Ag 5 100ft2 ft2 —0.8 if Ag> 100ft2 Gcp =—0.8 Plg:= [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 Plg=—35.576•psf (net wind pressure) zone2 : Negative without overhang GM cam:= —1.7 if Ag:5 1Oft2 —2.200+ 0.50 logAg if lOft 2<_Ag<_ 100ft2 —0.18 ft2 —1.2 if Ag> 100ft2 Gcp =—1.2 P2g:= [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 P2g=—52.546•psf (net wind pressure) zone;O: NeQ:ive witiolt overhang -0.18 V r r—TV • ••• • ••• as: ••• • •• • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r 1 g2 consulting group,inc Job:Robinet joquin montesino, p.e Sheet No: I? of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:01/12/15 lic#69969 CA 25882 Checked by:JM Date:01/12/15 GW.= —2.6 if Ag—< loft2 —3.200+ 0.60-log(Ag) .60•log Ag if loft2 <—Ag<_ 100ft2 ft2 —2 if Ag> 100112 P3g:= [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 P3g=—86.486•psf (net wind pressure) zone2 : Negative with overhang —0.18 Gc := —2.l for all : Ag P2 := [gh•[Gcp —(—Gcpi)] + 10psf]•0.6 P2g=—94.971 psf (net wind pressure) zone3 : Negative with overhang —0.18 Gc := —3.7 if Ag<— loft2 —4.9+ 1.2•log Ag if 1Oft2 <—Ag<— 100ft2 ft —2.5 if Ag> 100ft2 Gcp =—2.5 P� 3 :�jqh-jp —i�pi) *&10js�f]•0.6 P3g=—107.698•psf (net wind pressure) r � g2 consulting group,inc Job:Robinet joquin montesino, p.e Sheet No:_:of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:01/12/15 lic#69969 CA 25882 Checked by:JM Date:01/12/15 Wall Pressure for building h<60ft h:= 8.58ft AM Negative :zone4 2 A:= (8.58ft) A=24.539 ft2 AAN3 Gcp4:= —1.2766 + 0.1766-log 2 Gcp4=—1.031 ft P4:= gh•[Gcp4—(—Gcpi)]•0.6 P4=—51.383•psf Negative : zone5 GcP5:= —1.7532+ 0.3532•log 2 Gcps=—1.262 ft P5:= gh•[GcP5 —(—Gcpi)]•0.6 P5=—61.189•psf positive :zone4&zone5 A:= (8.58ft)2 A=24.539 ft2 AW3 GcP4.5 := 1.1766 —0.1766•log2 GcP4.5 =0.931 ft P4.5 gh•[Gcp4.5 + (—Gcpi)]•0.6 P4.5 =47.14•psf .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . g2 consulting group,inc Jgb:Robinet joquin montesino, p.e Sheet No: (p of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:01/12/15 lic#69969 CA 25882 Checked by:JM Date:01/12/15 Door Pressures for buildinsa h<60ft Negative :zone4 A:= 21ft2 2c := —1.2766+ 0.1766-log( .1766•log A Gcp4=—1.043 ft2 ,R*;= gh•[Gcp4—(—Gcpi)]•0.6 P4=—51.889•psf Negative : zone5 .01:= —1.7532+ 0.3532-log( .3532•log A GcP5=—1.286 ft2 := gh•[Gcp5 —(—Gcpi)]•0.6 p5=—62.203•psf positive :zone4&zone5 A:= 21ft2 A":= 1.1766—0.1766-log A Gcp4.5 = 0.943 ft2 := gh•[Gcp4.5 + (—Gcpi)]•0.6 P4.5 =47.647•psf .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ••• . ... ... ... • . .. . .. . . .. ... . ... . . . . . . 0:0 . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ' g2 consulting group,inc Job:Robinet joquin montesino, p.e Sheet No: I of 9725 sw 4 terr miami fl 33174 Calc. by:JM Date:01/12/15 lic#69969 CA 25882 Checked by:JM Date:01/12/15 window Pressures for building h<60ft Negative :zone4 A:= 10ft2 Gam:= —1.2766 + 0.1766-log( .1766•log A GcP4=—1.1 ft2 := gh•[Gcp4—(—G6pi)]•0.6 P4=—54.304•psf Negative : zone5 G := —1.7532+ 0.3532-log( .3532•log A GcP5=—1.4 ft2 := gh•[GcP5 —(—Gcpi)]•0.6 P5 =—67.031•psf positive :zone4&zone5 A:= 10112 G1:= 1.1766 —0.1766•logA GcP4.5 = 1 ft2 := gh•[Gcp4.5 + (—Gcpi)]•0.6 p45 =50.061•psf .. ... . . . . . .. •• .•• •• • . . •• . .•. • ••• .•• .•. • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g2 consulting group,inc J b:Robinet joquin montesino, p.e Sheet No:_r of 9725 sw 4 terr miami fl 33174 Calc. by: JM Date:01/12/15 lic#69969 CA 25882 Checked by:JM Date:01/12/15 window Pressures for building h<60ft GARAGE Negative :zone4 A:= 17.5ft2 9B:= -1.2766 + 0.1766-log( .1766•log A Gcp4=-1.057 ft U,:= gh•[Gcp4-(-Gcpi)]•0.6 p4=-52.483•psf Negative : zone5 G�c�:= -1.7532 + 0.3532-log, A Gcp5 =-1.314 ft2 per:= gh•[Gcp5 -(-Gcpi)]•0.6 p5 =-63.389•psf positive :zone4&zone5 A:= 17.5ft2 1%":= 1.1766 -0.1766-log( .1766•log A— Gcp4.5 =0.957 ft2 := gh•[GcP4.5 + (-Gcpi)]•0.6 P4.5 =48.24•psf • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • • • • • ••• • ••• • • • 0:0 • • • • 040 • • 0 see • • • • • • • • • • i G2 Consulting Group, Inc. ob:Robinet JOAQUIN MONTESINO P.E Sheet No: of 9725 S.W.4 th TERR. Calc by:JM Date:01/14/15 Miami, FL 33174 Checked by:JM Date:01/14/15 LIC#69969,CA 25882 COMBINED AXIAL LOAD& BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DEAD LOADS: ASCE? — 10 DL 8901bf ZONE4 :P=-51.4psf 8" cmu TRY : MASONRY WALL PARTIALLY LIVE LOADS: GROUTED#5 @48" LL Olbf Maximun Calculated Axial Loads : P:= DL+LL P=890•Ibf Calculated Axial Stress: fa:= P An:= 2.1.25in•12in An An=30•in2 fa=29.667-psi The Allowable Compression Stress is: Ffm:= 1500psi h = 8.58ft {r «6 m h 2 Fa:= .25-fm.- 1 — 140•r Fa=346.335-psi Check Compressive Stress in Mese . . .. Mw-2 ;� - '• ': : :': '• Kz, b d2 k { Y•• • • • ♦ ••• • • 000 • • • ••• • • G2 Consulting Group, Inc. Job:Robinet JOAQUIN MONTESINO RE Sheet No: /O of 9725 S.W.4 th TERR. Calc by:JM ate:01/14/15 Miami, FL 33174 Checked by:JM Date:01/14/15 LIC#69969, CA 25882 Concrete Block: Block width: hblcck:= 7.625in web thickness: tWeb:= lin Shell thickness: tfs:= 1.25in Block cell width: bceu= 8in-2 tweb bce11=6-in Proposed spacing: 'Spacing:=.48 No_R Cell:= 1 Height of Wall: h, := 9ft Ac:_ [(S acing)'tfs + hblock _t s/•(bcell+tweb)J•No_R Cell ,m r( 2 _ Ac,=937.m- As:= .31in2 Es:= 29000000psi Em:= 900•fm As P:= Ac p=3.978x 10 3 Esq sf K= 51:4p n:_ — Em n =21.481 w:= Spacing•P p•n =0.085 w=205.6•plf 8.58ft '�,i=.°-W,~.~.�~• Mw:= 1•w•12 8 Mw= 1892•lbf•ft k:= 42•n•p+ (n•p)2-n•p 00 Soo 60* ... • • • • • . .. . . . . ... . k=0.337 •• ••• •• •• _ k ... ... ... ... - 1 3 Fb:= 1)-fm . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . G2 Consulting Group, Inc. Job:Robinet JOAQUIN MONTESINO RE Sheet No:-LL of 9725 S.W.4 th TERR. Calc by:JM Date:01/14/15 Miami, FL 33174 Checked by:JM Date:01/14/15 LIC#69969, CA 25882 j =0.888 Mw2 Fb = 500-psi fb:_ (b-d 2-j•k La CI Fa + FbJJ =0.522 < 1.0 fb=218.026-psi ` 4(Fa Check:= fa + > 1.0,"NO GOOD","OK"17 - Fb J ==0:436 Check="OK" CHECK BARS TENSION 1 2 w� := 51.4psf �= 8.58ft FS:= 24ksi d 3.81 in M�„:= g wt-1 _ n. MW=473•lbf•ft MW 2 -2 j-d-Fs As,=0.07.in A,:= .31m" ft SPACING OF BARS S:= As S=53.205-in ,w As one 4 :Used #5 @ 48" . .. ... . . . . . .. •• ••• •• • • • •• • ••• • ••• ••• ••• • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g2 consulting group,inc Job:Robinet Joaquin Montesino p.e Sheet#: It-OL--- 9725 Zof9725 sw 4 terr miami fl 33174 Calc by:jm_Date: 01/14/15 ph/fax:786-2940032 Check by:jm Date: 01/14/15 lic:69969 COMBINED AXIAL LOAD & BENDING COMPRESSION FOR MASONRY WALL: VERTICAL LOADS : DATA: dTRY"fo-''1 @jambs DEAD LOADS: TRY 1#5 MASTER BEDROOM DL:= 22881bf WIND VELOCITY : 175MPH EXP :C ASCE? - 10 h:= 7.58ft LIVE LOADS: ZONE4 i LL:= Olbf pW 51:4psf Maximun Calculated Axial Loads : P:= DL+LL P=2288• lbf Calculated Axial Stress: fa:= P ;= 7.625& 7. 25jp — - - - An An=58.141 •in fa=39.353•psi The Allowable Compression Stress is: i �&—. 1500psi �h� 7 5 ft 2 2 n h 2 Fa:= .25• fm• 1 - (140•r Fa=342.294•psi Check Compressive Stress in Masonry Mw-2 fb= b•d2 j -k •• ••• •• • • • •• • ••• • ••• ••• ••• •09 • • • • • • •• • •• • • •• ••• • ••• • • • 9:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g2 consulting group,inc Job:Robinet Joaquin Montesino p.e Sheet M 11 of 9725 sw 4 terr miami fl 33174 Calc by:jm_Date:-01/14/15 ph/fax:786-2940032 Check by:jm Date: 01/14/15 lic:69969 L4 TfLela",ArIld ,-h I-r 8iri �24in nni 9ft tfs 1.25in j:= 3 81iri - �- >b:= L+= }Ac:= I, d_+.;S •tfs Ac=45.48:in 2 As:_ .31in1'bar#5 - Es:= 29000 ksi Em:= 900 fm 2 As P�= Ac � L W PW,- 2 p=6.816x 10-3 Es w=23,1.3 plf n:= — Em n=21.5 p•n=0.146 Mw:= 1 •w• h2 8 Mw= 1661 •lbf•ft k:= 42 •n• p+ (n• p)2-n• p k=0.414 k j = 1 -3 j =0.862 ••• .•: : : .•. : : .•� fb:= Mw-2 Fb:= 1 fm 2 3 • •Y• • �•• .•• ••• (b. d 'j 'k . • • • Fb=500 psi fa tb".. .' . .� fb=384.665 psi — + —,:!t,0.894 ••• • Fa Fb • •• •• • • • •• •• ••• • • • ••• • • g2 consulting group,inc Job:Robinet Joaquin Montesino p.e Sheet M 11F of 9725 sw 4 terr miami fl 33174 Calc by:jm_Date:` 1//14/15 ph/fax:786-2940032 Check by:jm Date: 01/14/15 lic:69969 CHECK:= ifs I fa + fb J <_ 1,"ok","not good Ll Fa Fb CHECK= "ok" check tension on reinf. for fc-10- iambs 2 Fs:= 24ksi lbf As' 31in v w=231.3- - ft 1 2 _ Mw Mw _. (8) w h j -d-Fs- 1.33 As=0.19-in2 i <As' ok! CQI-IECK;= if(As S As',"ok","not good") CHECK= "ok" NOTE : USE 1#5 VERT. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . G2 Consulting Group, Inc. Job: Robinet Joaquin Montesino, RE Sheet.—d of 9725 S.W.4 th TERR. Calc by:JM Date:01/14/15 Miami, FL 33174 Checked by:JMDate:01/14/05 LIC#69969, CA 25882 Check Stability of ftg Gravity 66441 I COL.W.dLL. � I Calculate Size of ftg ' LI SLAB. I x Soil bearing capacity — — — i i •— — — =1 I-1 I-1I k L2 I I =1I III-1 1= 0 Q:= 2500ps _ SOIL Aftg pgCr FIG L Aftg=aft2 of Aftg of= 1.63 ft se conc. pad 2'-0"x2'-0"x12" /3#4ea way bott. Uplift P4 ift--77.71dP size of col : 'd 12in_b:= 8in a angle of interna try: one ad Fn—der COL2 � friction size of ftg L — 5ft B 5ft -Y---rn° w 5'-0"x5'-0"x16" o:. 45deg emb. of ftg .D:=6 w X:= x= 1.333 ft tan(a) heigth of wall 2-1.`8ft Ll :_ (2•x+ L) length of wall }Lw:=f08 L1 =7.667ft depth of ftgdft 6 n Ll + L size of slab LS Sft Ws.; 5fft L2:= 2 L2=6.333 ft jept4 of slab Ed •—4in 2 • . • • • • . . ....._.. _ Asoil:_ (L2) • • •• • • • • • • •• • • • • ••• • •• ••• •• • • • •• Astb = Ls-Ws . ... . ... ... ... . .. . .. . . .. ... . ... . . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . G2 Consulting Group, Inc. Job: Robinet Joaquin Montesino,RE Sheet.—& of 9725 S.W.4 th TERR. Calc by:JM Date:01/14/15 Miami, FL 33174 Checked by:JMDate:01/14/05 LIC#69969,CA 25882 Calculate Size of ftg Dead loads slab:= 150pcf•ds'Aslb soil:= llOpcf•Asoil•D column:= 150pcf•b•d-H masonrywall:= 60pcf•H•Lw ft ftg:= 150pcf•Aftg dftg addload:= OKip TOTAL DEAD LOAD totalload:= slab+ soil+ column+ masonrywall+ ftg+ addload totalload= 1.293 x 104•lbf SAFE FACTOR totalload SF:= Puplift SF= 1.68 Check:= if(SF> 1.5,"OK","NO GOOD"") Check="OK" OTE : USE CONC PAD 5'-0"x5'-0"x16' /5#5 ea way top & bott. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... 00 . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . G2 Consulting Group. Inc. ob: Robinet Joaquin Montesino P.E. Sheet No: of 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 i 1 COLUMN GABLE -END Data b:= 12in wide of column d:= 8in depth of column 1�;= 12ft a:= 7.5ft Tributary area Wwind:= 51.4psf Wind pressure ' fc:= 3000psi Concrete strength fy:= 60ksi Steel Yield stress I M„:= I 1•wwind•a•L21 1.6 Ultimate Bending Moment due wind pressure 8 M„=.11.1•kip•ft cover:= 1.5in cover d,:= d-cover effective depth de=,-6.5-in 0.9 0.85 t I Rn:= M° 2 Rn=0.09733 (�'fc'b'de ' 1 - 1 -2.36 Rn Ww=040367- 1.18 _ f p'=-0:00518 f y .. ... .. Pf Cor4r2!ie 9ipn stress y pmin:= 0.00333 Min gApf(Mment ; •;• ••; •;• . Neq 00 if p>_ pt ... .-100$18 ; .R . . . . max(p,pmin) if p< pt• • • • • 0 .• ... . . . .. .. ... .... .•. .. G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: of 9725 SW 4 th TERR. Calc by:J ate:01/13/15 Miami,FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 As:= preq•b•d 1AS= 0.498•in2 Using bars #6 a,:= 0.44mi number:= As number= 1.131 as se 4#6 vert. &#3 ties 6' -Control of Max displacement I Ec= 57• Si•ksi Elasticity Modulus of concrete EC=3122•ksi 3 lef:= 0.35•b-d Effective Moment of Inertia 4f= 179.2•in4 12 5-wwind.a.L4 p Max displacement A.,=0.321•in max — 384•Ec-4f Dallow L 360 Hallow=0.4•in CONTROL:= if(Amax<Oallow f"OK" ,"NOT GOOD") 1CONTROL= "OK" •• ••• •• • • • •• • •• • •• • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No:_K_of 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 DESIGN CONCRETE BEAMS RB- 1 SIZE wdl:= ((11.75ft•30psf+ 150pcf•8in•33in))•1.2 Ccover:= 2.5in b:= gin fc:= 3000psi wdi=753.11 ft d:= 33in W11:= ((11.75ft•30psf))•1.6 de d-Ccover IV wil= 564• ft Wt=_ Wdl+W11 wt= 1317 11 •lbf ft Bendina Moment _ 1 2 1�= llft M„. 11 wt L M„= 14487•lbf•ft F:= b•de2 K„:= M u-ft K„=3.364-kips Fy:= 60000psi 0 9 F•ft ft-ft (�•fc) - (.�•fc)2-4•(0.59•(�•fc)•K„ Pmin (200)•psi 2•(0.59 •f) Fy `Pmax 0.016 ..,t - w=8.696 x 10 3 Pmin=3.333 x 10 3 fc P= w'F y Amin:= Pmin'b•d 14 •• • • • • qi •• P=4.348x 10 •• • • • • • . • • •• . • • • ••• • 2 0.88•in, AS:= p•de b • • • • • • • • Armin'= 2• ••• • ••• •••Ano:= if(AS <Asmin�Armin A As SAS-0.106 itt� • : : .• check:= if(p p., nc•&** d r ok �•. :• •.• req=0.88 in 'check= "ok" -u- ••w • • • • •i• • • sed-2#6 bott _r: •• •• • •• +• G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: 1A of 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 Bendina Moment L:_ lift Mw'= —.wt-L2 M„= 17706•lbf-ft �F:= b•de2 Kms:= M.-ft K„=4.111•kips Fes= 60000psi F•ft ft-ft A:=:_ 0.9 4(�_f';)2—4-(0.59•(�•fc)-Ku _ (200)•psi AW 2-(0.59.4)-f,;) Fy h =-07016 w=0.011 Pmin=3.333x 10 3 fe Fy _ = pmin'b-d P=5.321 x 10 4 2 0.-88•in A := p.de b _......�_._ .__ !Ag 2=O:13•in vwsifi�n— 1f\� Asmin,AsminAs chNheecck:= if(p>_ pm,,.,,"no good","ok") 0.88-in IA,,,q= t..,.o, ,check="ok" Wed 2#6 top .. ... . . . . . .. . . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: Z(_of 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 SHEAR STRESS Shear(ult) Vu:= wt.2•1.15 Vu=8.33-kips Ties Area as:= .11•in2 Steel Fes= 60000psi No of tie legs no:= 2 A:= 0.75 Vc:= 2•U psi fe)•b•de Vc=26.729-kips q)•Vc = 10.023-kips; de 2 S ax= 2 spacing.,,:= ifVu< '02 c,12in,Sm C :spacing= 12•in bcaw wkn spacm a,>42in,12in,Ste) f check=__12!in sed#3 stirrups @ 12" .. ... . . . . . .. . . .. . . . . %: . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . ... . . 000 ... . . G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet NoAJILof 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 DESIGN CONCRETE BEAMS RB-2 SIZE Wdl ((10ft•30psf+ 150pcf•8in-12in))•1.2 C,,,,,:= 2.5in b:= gin fc:= 3000psi wd,=480•lb d:= 12in ft wii:= ((10ft•30psf))•1.6 de d —Ccover Ibf wll=480• ft Wt:_ wdl+ wll wt=960 1 •1bftf Bendina Moment 1 = 11ft Mu:= 8-wt L M„= 14520•lbf•ft MU-ft F:= b•de2 K,:= K„=34.751•kips Fy:= 60000psi F•ft ft-ft 4) 0.9 (�•fc) —4((O.f';)2—4•(0.59-(�'fc)-Ku (200)•psi w= Pmin .�-.- 2•(0.59•4)-fc) Fy w=0.095 Pmin=3.333 x 10 3 fc Fy Armin:= Pmin'b•d P=4.733x t!9:3: . . .. . . . . . :. min— : . . ... ... ... Asreq:= if(As<Asmin,Asmin,As) As=.0 36•in. . check:= if(p>_ Pm8„"nQ goad';!'ok" ;• ... ... lAseq=0.36•in ;check= "0- ... . . . . ... . . sed2#5 bott•&toDO:.• • ... . . . ... . . G2 Consulting Group. Inc. Job:Robinet Joaquin Montesino P.E. Sheet No:_7h_I_of 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 SHEAR STRESS Shear(ult) Vu Wt.2 Vu=5.28-kips Ties Area as:= .11•in2 Steel F,.= 60000psi No of tie legs no:= 2 A:= 0.75 Vc:= 2•U psi f.)•b•de Vc=8.325-kips Vc =3.122-kips de 2 Smax 2 spacing..:= ifI Vu< (�2 c,12in,Sm J (sP ngmax 4.75. �ck:= if(spacingm,>.12in,12m;Sm � ,check—4.75-in sed#3 stirrups @ 4.5" .. ... . . . . . .. . . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No:-Lj of 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 DESIGN CONCRETE BEAMS RB-3,4 SIZE : wdt:= ((2ft•30psf+ 150pcf-8in-12in))-1.2 Ccover:= 2.5in b:= 8in Pc:= 3000psi wd, = 192.Ibf d:= 12in ft wll:= ((2ft-30psf))-1.6 de:= d-Ccover wil=96.11 ft wt:= wdl+wll wt=288 1—ft•1bf Bending Moment 1 2 I = 16ft M,:= 11.wtL M„=6703•lbf-ft M -ft F:= b•de2 Ku:= u Ku= 16.042•kips Fy:= 60000psi F•ft ft-ft 0:= 0.9 (.�•Pc)2-4•(0.59•4)•fc)-Ku (200)-psi w�= Pmin�_ 2•(0.59-- •-fc Fy - - . pm,,:= 0.016 w=0.042 P pm;r,=3.333 x 10 3 c P�= w'— Fy Armin:= pmin'b-d p=2.11V< 1A:3: : .`. .•• •. .: .•: : : :.: •. ��.". z . . . . . . . . ,:Armin=0.32 in p. • •.• •.• •.. Asreq:= if(As<Asmin Asmin As) ;As=dr6ltd . . . check:= if(p>_ pts 2"no800d"•,,'ok'+ • : :• •" lAs,,q=0.32-in check= "ok" ... . . . . ... . . sed 2#5 bott:_�...% : : : :.•.: ... . . . ... . . i G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: 4of 9725 SW 4 th TERR. Calc by:JM ate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969, CA 25882 Bendina Moment M.= 1 .wt.L2 L:= 16ft 9 Mu=8192•lbf•ft F- b•de2 M u•ft K„= 19.606•kips F = 60000psi (.0•f-) —4(,O_fc)2—4•(0.59•1)•fc)'Kn (200)-psi 2 (0.59 �) fc) Fy - 0:016 w=0.052 3.333 x 10. 3 fc Fy �= Pmin'b•d P=2.601 x 10_3 `Asm;n=0.32-in2 A�:= pale b _ �..w y '2 "StFf#n= if(As�Asmin q Asmin)As rAg=0.198-inti cA ck:= if(p>_ pm..,,"no good","ok") As,q=0.32-in check="ok" "sed 2#5 top'::. ' .. . .. . . . . ... . Y • ••• • ••• ••• ••• • •• • •• • • •• • • • • • • • • • • G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: U of 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 SHEAR STRESS Shear(ult) Vu:= Wt.2.1.15 Vu=2.65-kips Ties Area as:= .11-in 2 Steel Fes= 60000psi No of tie legs no:= 2 Vc:= 2•Qpsi-f)•b•de Vc= 8.325-kips Av 0.75 Vc =3.122-kips de 2 Smax 2 spacingmax:= ifl Vu< �)2 c, 12in,SR, rspacingmax= 12-iii rN; := if�spacmg,�>_12in,12in;S� Bch k_...2-- sed#3 stirrups @ 12" 0 .. ... . . . . . .. . . .. . . . . ... . . ... . ... ... ... . .. . .. . . .. • • • • • • • • • • • •• •• • • • •• •• ` , I G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: Itof 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 I DESIGN CONCRETE SIZE : w 11.5ft•3 sf+ 150 cf•8in•12in 1.2 Ccover= 2.5in at�_ (( OP P ))• i b:= 8in fc:= 3000psi wd1 =534.1ft d:= 12in WH:= ((11.5ft•30psf))•1.6 de d—Cco,, i I x'11=552 lft wt:= wdl+w11 wt= 1086 1ft lbf Bending Moment = 8ft Mu:= 11 wt L2 Mu=6319.1bf•ft MU-ft F:= b•de2 Ku:= K„= 15.123•kips Fy:= 60000psi F•ft ft-ft 4.) 0.9 (�•P�) —1(4).fc)2—4•(0.59•4)•fc)•Ku penin — (200)•psi w: =:— 2•(0.59•4)•fc) Fy 1 pma =,0-016 I w=0.04 p,nin=3.333 x 10 3 fc p= w•F y Armin== Penin'b•d j p= 1.952 k flt_:3: 0. : : .•• . • •• • • • • ••• • 2 As:= p.dib.b •.. .. . . . .. t___, ... __ _ — : •.• ••. 000 Asreq:= if(As<Armin 2 Asmin As) L. �`Q'.�_�.1 ''•r • • • check:= if(p>_ p4j"noaxood"-1bk" • • + • kreq=0.32 in { ,chec�k='bk'7 711 sed 2#5 bott:—1.'.: : : : :.•.: ••• • • • ••• • • F l G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: 'of 9725 SW 4 th TERR. Calc by:JM :01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 I Bending Moment �L:= 8ft Mµ,:= 9•wt•LZ M„=7723.1bf•ft �F:= b•de � F-ft ft-ft 2 M u•ft K„= 18.483•kips F,.= 60000psi ' n A:= 0.9 (O-fr) — (.0•fc)2—4. 0.59•,O•fc)•K, _ (200)•psi W � '- 2•(0.59•-O-f,) Fy _>0:016 i w=0.049 Amin=3.333 x 10 3 fc F y _ := pmin'b•d p=2.448x 10 3 A Asmin=0.32•in2 n '= p-de b if(As<Asmin)AsmiwAs) 2LIIS 186. r C := if(p> pmax,"no good","ok"1 1 Asrey=0.324n � check=N,ok sed ,2#5:top { Or . ... . ... ... ... . .. . .. . . .. . *:0 • . . .. .. . .. ... . . . ... . I I G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: U_of 9725 SW 4 th TERR. Calc by:JMDate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 I SHEAR STRESS I Shear(ult) Vu:= L 2•1.15 Vu=4.996-kips Ties Area as:= .11•in2 Steel Fes= 60000psi No of tie legs no:= 2 A:= 0.75 Vc:= 2•( psi•f�)•b•de Vc= 8.325-kips V � c =3.122•kips de ' 2 S.='— 2 I spacing,,,a,:= if(Vu < O2 c,12in,S 'spactngm�=4.75.m { �NG� n= if�spacmg�> 12in,12in;5,,,�� L heck 75-in sed#3 stirrups @ 4.5" .. ... . . . . . .. .. ... .. . . . .. ... OV ... . .. . .. . . .. ... . ... . . . . . . . . . . . . . ... . . . ... . , G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: 13 of 9725 SW 4 th TERR. Calc by:J ate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 DESIGN CONCRETE BEAMS SIZE wdl:= ((14ft•30psf+ 150pcf•8in-12in))•1.2 Ccover:= 2.5in b:= 8in fc:= 3000psi wdl=624.11b_f d:= 12in ft wll:_ ((14ft-30psf))•1.6 de d—Ccover 1bf wig= 672 ft Wt:= Wdl+ WU wt= 1296 11 -Ibf ft Bendina Moment 1 2 = 12ft M,:= 8.wt•L M„=23328.1bf-ft MU-ft �F:= b•de2 Ku:= Ku=55.832.1�ps Fy:= 60000psi F-ft ft-ft 4� 0.9 fc) (epfc)2—4•(0.59-q)•fc)-Ku Pmin:_ (200)•psi 2•(0.59.4)-fc) Fy kph:= 0.016 w=0.158Pmin— —3.333x 10 3 fc P w-F y Armn=iPmin•b•d p=7.92x 10 3 As:= p-deb •. o: :•:00 00 0 •'SAsmin032^int 00 000 T� Ase := if(As<Asmin�ArmingAs) �A$_0602 in�A ••• ••• ••• ••9. check:= if(p>_ pmax,"no*ggod "o%") •' • .. Ajjq=0.602•in chic - '.1ok" Used-2#5 bott&Ton. ._. . . .. .. . . . .. .. G2 Consulting Group. Inc. Job: Robinet Joaquin Montesino P.E. Sheet No: I of 9725 SW 4 th TERR. Calc by:J ate:01/13/15 Miami, FL.33174 Check by:JM Date:01/13/15 LIC#69969,CA 25882 SHEAR STRESS Shear(ult) Vu:= Wt•2.1.15 Vu=8.942-kips Ties Area as:= .11-in 2 Steel Fes= 60000psi No of tie legs no:= 2 A:= 0.75 Vc:= 2•( psi fC)•b•de Vc=8.325-kips O.VC =3.122-kips de 2 S.M 2 spacingma,:= ifl Vu< O2 c,12in,SmJ - � tsLpacing -- --4.75-iii E c eck f spacing��>'12m,12in,S� Fcfrh'k �� Lc �..>__._.7,.� sed#3 stirrups @ 4.5" .. ... . . . . . .. .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. . . . . . . . . . . G2 CONSULTING GROUP Inc Job:robinet JOAQUIN MONTESINO P.E. sheet: 3L of 9725 SW 4 TERR MIAMI FL 33174 Cal: JM Date:1/14/15 LIC#69969 CA 25882 Check:JM Date: 1/14/15 CONNECTION DETAIL C/S-4 -CONNECTION STEEL BEAM -CONCRETE COLUMN: Va:= 4.91kip Actual Shear Force -Checking bolts : Using bolts A307 : D:= 5 in Vaiiow:= 6.1kip 8 For 4 bolts : n1 := 4 Vallow:= n1-Valeo, VallOvi►=24.4-kip checking:= if(Va <_Vallow,"ok" ,"not good" checking = "ok" -Checking bearing stress in concrete column fc:= 3000psi Concrete compression strength fcbear 0.35•fc Allowable bearing stress for concrete fcbear= 1050 psi thcoi:= 8in Column thickness Va fabearing n1-thcol'D g Actual bearing stress in concrete fabearing =245 psi Check:= if fabearing <fcbear,"ok': ,"Not good" 00 Check= "ok" • -CHECKING TEAR FAILURE: back steel plate 12"x13"x1/4" f := 36ksi : •:• ••• ••• • •• • • • ••• • • • • ••• • • • • • • • • • • • • G2 CONSULTING GROUP Inc Job:robinet JOAQUIN MONTESINO P.E. sheet:?,$ of 9725 SW 4 TERR MIAMI FL 33174 Cal: JM Dater/14/15 LIC#69969 CA 25882 Check:JM Date: 1/14/15 F,:= 0.4•fy Allowable Tear stress F„= 14.4•ksi d, := 1.5in edge distance min 1 tplate:= 4 in V _ n1 tplate•dl ch�cW:= if(f„ <_ F, "ok" ,"not good") checking = "ok" CHECKING BEARING FAILURE : Fbear:= 0.9•fy allowable Bearing Stress Fbear=32.4•ksi Va fbearing:= 2n1.tpiate•D fbearing=4•ksi check:= if(fbearing—< bear> >F "ok" "not good") Ichock= "ok" WELDED CONNECTION BETWEEN STEEL SADDLE b, := lin wide of plate t11eid:= 4-in h, := 12in height of plate perimeter:= 2h, perimeter=24-in Fuweid:= 70ksi Fallow:= 0.3•Fuweld .. ... . . . . . .. Fallow=21•ksi •• •' ••' ' "� • •• ••• •• • • • •• f a Actual shea��s�tr�$s for we1de*4 • • �" perimeter v ; • • G2 CONSULTING GROUP Inc Job:robinet JOAQUIN MONTESINO P.E. sheet:IV of 9725 SW 4 TERR MIAMI FL 33174 Cal: JM Date: /??4/15 LIC#69969 CA 25882 Check:JM Date: 1/14/15 f",=0.2.kip in Using 1/4" thickness of welded: fallow:= tweid•0.7-Fallow kip ^faiiow_ 3.07 A4r W ch"e�eck,n := if(fvw<_fallow,"ok" ,"not good" checking . .. . . . . ... . .. ... .. . . . .. . ... . ... ... ... . .. . .. . . .. ... . . . . ... . . • • • • • • • • • • • •• •• • • • •• •• G2 Consulting Group Inc Job: Robinet Joaquin Montesino PE Sheet #;I<—of- 9725 sw 4th Terr,, Miami FLA 33174 Calc by:JM Date:6f/13/15 Lic#69969 CA:25882 Check by:JM Date:01/13/15 MONOLITHIC FOOTING Wup twall PH L+LL H ❑ As Itslab Wf 1• BY twed S DATA: a) GEOMETRICAL PROPERTIES : B:= 20in D:= 16in twed:= 16in tslab 4in 1:= 1 ft t.,,:= 8in NLN;= B + twed+ S Total length L=48-in H:= 8.625ft Height of horizontal loads Nw b) LOADS : w,,nc= 150pcf (D_t )2 slab Wwedge —conc2 Wslab:= Wconc'(S+ twed)-tslab Wf:= wconc'B•D Wwedge=75.11 ft Wslab= 117•lbfft Wf=333•lft DL:= 8871b Dead Load per ft ft LL:= 330 lbf Live Load per ft ft MATERIALS : fc:= 3000psi coverslab 1.5in dslab tslab—coverslab dslab=2.5-in fy:= 60000psi Pallowable••= 2500psf Soil allowable pression — GRAVITY LOAD ANALYSIS : "' • Wcl Wf+ Wwedge+ Wslab+ DL+ LL ••• ••' •WC1, 1742.1•• f ft MCI l Wf 1 . • • .• •••S .•2 B + Wwedge' + 3 (D—tqb)] + slab"(B tsltwall ab;2�; (DL+LL)• 2 • • • • • • • • • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • t G2 Consulting Group Inc Job: Robinet Joaquin Montesino PE Sheet Qkof- 9725 sw 4th Ten , Miami FLA 33174 Calc by:JM Date : 1'"/13/15 Lic#69969 CA:25882 Check by:JM Date:01/13/15 E.'.'_e.._ S Mc11 .1203 }tea. ft Xcl — c11 x,;, =8.3-in eci = 2 —xcl �ec1 5 7-in of check:= if(xcl >_Oin,`sok","Increase the total length") check= "ok" PRESSURES ON SOIL : Wcl = 1742 lbf Mcll = 1203•ft•lbf ecl = 15.7-in L = 8-in ft R 6 Pcimax= Wci 1 + 6•ecl if ecl <L Wcl 6-ecl L L ( L ) 6 Pcimin•= 1 — if eci <— [ L C L )] 6 W 3 L ci 11 if eci > 6 (Opsi) if eci >L CZ —ec1J 6 Pclmax= 1682-psi Pclmin= 0-Ps i CHECK:= if(pcimax<Pallowable,"OK" ,"Not Good") JCBECK= "OK" REINFORCEMENT :(Only the slab with self weight) Self weight tslab=4-in Wself�_ �'�'conc•tslab'ft g 'self= 50•lb ft 2 M„:= 1.2 wself S Factored BendiAa IVIMent: .•. : ' •0.9 2 •. .: .•: : :41-D.85 .. ... .. . . . .. M„=30•lbf•ft . ... . ... ... ... . .. . .. . . .. ... . ... . . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . G2 Consulting Group Inc Job: Robinet Joaquin Montesino PE Sheet # I3of- 9725 sw 4th Terr,, Miami FLA 33174 Calc by:JM Date: 13/15 Lic#69969 CA:25882 Check by:JM Date:01/13/15 R,:= Mu Rn=0.001778 (� 2'dslab - C.ft Rn 0.00178 w:= _1 polyroots(w) =(1.693136 ' 0.59 w:= min(0.066618,1.628297) w=0.066618 fe 0.319•(31'fc P:=:= w c p=0.003331 Pt- pt=0.013557 fy fy pmin:= 0.003333 Preq:= P if Pmin P:5 Pt Pmin if P< Pmin (10000!) if p> Pt preq=0.003333 1 2 As:= Preq'tslab As=0.16 Rin Use#4(a-12in Y •• ••• •• • • • •• • ••• • ••• ••• ••• • •• • •• • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM I-DADE MIAD•II-DARE COUNTY Won 11 PRODUCT CONTROL SECTION 11805 SSV 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADME14ISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Nu-Vue Industries,Inc. 1055 East 29"'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 areas 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. RER 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,IKE,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 02/1812008,with last revision dated 01/25/2012,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 of this 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 done in its entirety. INSPECTION:A copy of this entire NOA On be provi&d�to4hd*,u9er by the manufacturer or its distributors and shall be available for inspection at the job site atitlie rad6est of&e 33uaing Official. This NOA renews NOA#12-0130.32 an&*&sists oAis page 1•atr&evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed bac Carlos M.Wrera,• X. • • • • • NOA No.13-0206.17 MIAIMI•DADE COUNTY •• •• • •• i� Expiration Date: May 22,2018 d Approval Date: May 2,2013 Page I • • • • • • • • • • • •• 00 • • • • •• •• 1 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 sealed by Vipin N.Tolat,P.E. B. TESTS "Submitted under NOA#08-0325.02" 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-7 F1 and F2 06/11/05 3. 04-4995 NVTHJ-26 Upward 01/31/05 4. 04-4996 NVTHJ-28 Upward 01/31/05 5. 05-5612 IKE-1 Upward,Ll and L2 03/20/06 6. 06-5622 IKE-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 CERTIFICATIONS 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.,signed and sealed by C.R. Caudel,P.E. . .. . . . . ... . i i • . Ar .•. 0:0 Carlos M.Utrera,P.E. • ; ; .' : Product Control Examiner �+ ' • :�+ �. NOA No.13-0206.17 Expiration Date: May 22,2018 Approval Date:.May 2,2013 • • • • • • • • • • Deep Seat Truss Anchor..They are designed to resist lateral and uplift forces. Holden Double Strap Riveted Truss Anchor..They are designed of 14 gauge steel The strap is made of 14 gauge steel and the seats of 20 gauge steel. plates to resist lateral and uplift forces. The seats are made of 20 gauge steel. UPLIFT UPLIFT L� L2�r x 1wu Ileo r.gJ^.a = b ir K to Oegm e"choMN. web r.�•.d S �; ,,•Mt b trrnC=W re '�, 6"tba clnrd �ws to,u t. • as • •'••• •,4sembly Dimension Total No. Total No.of Assembly Dimension Total No. Total No.of Allowable Loads(lbs) •••• p� 0"000 of Fasteners Fasteners in Allowable Loads(lbs) product H of Fasteners Fas"ers in • • Code (rya)* in Strap 20 GA.Seat Coda inches in two Straps 20 GA.Seat 6 s s 6 •••• ••••• • lOd x 114" IOd x 13fi" UP1iR Ll L2 lOd x 1 lOd x if" Uplift Uplift Ll L2 i•••• NVSTAI2 •��•• 5 6 1046 700 1049 NVHTAI2 12 10 6 1506 1766 1050 1450 • R�V44T$16 •!a•• NVHTAI6 16 6 6 1141 760 1144 12 6 1695 1987 1181 1631 ••••• • •• 7 6 1236 823 1239 14 6 1883 2208 1312 1812 • • NVST420 •to 8 6 1331 887 1335 NVHTA20 20 16 6 2071 2429 1444 1994 ••••• • 9 6 1426 950 1430 18 6 2259 2649 1575 2175 NVSTA22 22 NVHTA22 22 Notes: NVSTA24 24 NVHTA24 4 1. Nails aro necessary in straps and seat to achieve,dosing loads. 2. Sea nota 6,sheet 1 for combined loading. 3.Nails through chords shall not force the truss plates. 4.'For general notes,sea sheet 1. 5. For higher uplift loads,concrete shall be 3000 psi. 6. Based on min.2500 psi concrete. VIPIN N. TOLAT, PE(CIVIL) FL. REG. # 12847 Nu'`] V ue Industria,,-o- raooue MMEV100 15123 LANTERN CREEK LANE ]053-1059 Best 29 Street W `�'** HOUSTON, TX 77068 Hialeah,Florida 33013 A..pw.Ne ldial 3.0 4G t� (305)694-0397 Fax:(305)694-0398 by TRUSS AND TOP PLATE ANCHORS Mi Pa6eRodua _ // ` 3! l3 DWO Sheet: Date: Revisions: Feb 18, NU-1 2 of 4 2,008 18 Ga. NVJH Joist Supports 18 G NVJH JOIST SUPPORTS Allowable Loads(lbs.) Dimension Double Single Fasteners Gravity Loads 100% Uplift Loads 160% Product inches Joist Header Header Double Single Code W H BS Size g Joist Doable single Single&Double Size Size Header Header Header Header Headers 2x4 2-2x4 2X4 6-10d 4-10d NVJH24 15/8" 35/8" 3 2x6 2-2x6 2X6 6-10d x x 744 744 — 11/2" 11/2" 2x6 2-2x6 2x6 10-10d 6-10d NVJH26 15/8'" 5"" 3 2x8 2-2x8 2x8 10-10d x x 1240 1240 821 11/2' 11/2" 2x8 2-2x8 2x8 14-10 7-10d NVJH28 15/8" 63/4" 3 2x10 2-2x10 2x10 14-10d x x 1736 1736 1079 2x12 2-2x12 2x12 1 11/2" 11/2" Notes: 1) All specified fasteners should be used on each of the connected members to achieve values indicated on the above schedule. o , 1 0 2) This table is based on Miami Dade County H o 11 NOA#08-0828.02 and Florida Approval 2047R4. 0 1' ► BS W NVJH 26 as shown NVJH 24&28 similar but with different holes. NVS023616 Gauge Heavy Duty Face Mount Joist Hanger Fasteners Allowable Loads(lbs.) tet ~ Joist Header Size Size Header Joist Gravity Uplift o 0 0 2-2x8 14-10d 6-10d 1758 1108 ' ►O o C) 0 2x6-8 2-2x10 14-16d 6-16d 1875 1279 la 0 0 5 4-3/8"x 3" ► o 2-2x12 Le Screws 6-16d 800 1;17 0 Notes: 1) Use all specified fasteners in sclie-iule 14 41*vt�4144 iftcated. 0 0 2) See General Notes,page 01. 3 3g" 3) This table is based on Miami Dade.County NOA 4408-09P.9-0P.8 • and Florida Approval 2047R4: • 1 " ••• •" NVS0236 16 GAUGE BOLT HOLES 1/2"DIA • • . . . • • • NAIL HOLE 3/16"DIA • • • • • • • • • • ••• • • • ••• • • Approvals Florida Building Miami Dade County Code NOA# / NVHTA Holden Double Strap New Miami Dade County NOA# Riveted Truss Anchor FL 599R4— 13-0206.17 Exp: May 22,2018 NVSTA Single Strap Deep Seat Riveted Truss Anchor Replaces 12-0130.32 NVHC37 5 Way Grip Clip AB Angle Clip \ IKE Stud Plate Ties NVTHJ26/28 Hip and Jack Hangers Florida BuildingCode Approved NVTA Truss Anchor Strap pp NVTAS Riveted Truss Anchor Strap 1 # FL16294 NVRT Flat&Twisted Rafter Ties www.floridabuilding.org NVBH24 Butterfly Hanger NVUH26 Joist Hanger NVTH Heavy Duty Single Strap NVTP+NVTPH Top Plate Florida Building Code Approved NVSO 236 Heavy Duty Face Mount Joist Hanger F # FL16294 NVJH 24-26-28 Joist Supports www.floridabui[ding.org NVHC43 +43/2 Hurricane Clips NVSNP3 Skewed Nail Plate New Miami Dade County NOA# NV358 Double Heavy Duty Straps with 2 Ply Seat 12-0130.35 Exp: December 23, 2014 NV458 Double Heavy Duty Straps with 3 Ply Seat FL2041-R4 NVTH Heavy Duty Single Strap Replaces 09-0721.05 NVTHS Heavy Duty Single Straps with Seat NVSTA-12H/48H Heavy Duty Single Straps with 1 Ply Seat \ NVHTA-12H/48H Heavy Duty Double Straps with 1 Ply Seat NVHCL/R Hurricane Clips Right&Left •• Y•• • • Y • • •J • •1r• ♦ +•• ••• ••• •46 • • • • • • •• • •• • • •• • •• •• • • • •• •• ••• • • • ••• • • MIAMFMR) FZOOCI Zones Flood Zone for:1055 NE- 96TH ST, 33138 � - J �. 4• WE 101ST-5? „SS ., ME l O l sT • / C • • • • m, i NE'100TN,5T_ f`ti � ••• •• • so •••••• -4 �. Q_` , •••• 3 fir' ry m •••••• • • • • • >i ib" C _• NE 99.TN 5T •W Ma •••••• •i•• • • • ark- _ . po ��- _MZ NE.97TH'ST ,NE'96TH ST - D • • • • HIST f �. �o < •• •• r • •••••• � / -S s �m m • • • • •••••• m m r = •••• • p > 1055 NE 96TH ST,33138 : ,' • • • • • NE,96TH ST: ayshmre 4 • • • paR •• • NE 957H.ST+ Oe Mor A m m p. 4•-1 11j ;NE 94TH ST -o • 1 O ... NE 94TH-ST. � y`Pr .. _ _ .- l.•�.;F l,r 1. = _m � s� _t„-1 ? NE 93R0 5T m ( NE-93RD ST f is ME 92ND'ST Z O m ZONE Elevation X (SHADED) -9999 Total Flood Zones i Designations: Flood Zones What does it mean?* 0.2 PLT ANNUAL CHANCE FLOOD HAZARD An area inundated by 2% annual chance flooding. No Base Flood Elevations or depths are shown within this zone. Insurance purchase is not required in these zones. A Zone A is the flood insurance rate zone that corresponds to the 100-year floodplains that are determined in the Flood Insurance Study by approximate methods. Because detailed hydraulic analyses are not performed for such areas, no Base Flood Elevations (BFEs) or depths are shown within this zone. Mandatory flood insurance purchase requirements apply. AE Zone AE is the flood insurance rate zone that corresponds to the 100-year floodplains that are determined in the Flood Insurance Study by detailed methods. In most instances, Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurancepurchase requirements apply. AH Zone AH is the flood insurance rate zone that corresponds to the areas of 100-year shallow flooding with a constant water-surface elevation (usually areas of ponding) where average depths are between 1 and 3 feet. The Base Flood Elevations (BFEs) derived from the detailed hydraulic analyses are shown at selected intervals within this zone. Mandatory flood insurance purchase requirements apply. Disclaimer: •Note: The flood zone ifforustion provided is intended for use in the unincorporated areas of Miami-Dade County.Municipalities will have their own floodplain mnagement regulations aM flood zone map inf.—tion,which may differ from the County's information.Mimi-Dade County provides this website a a public service to its ns idents. •a Theounu Cty is continually editing and updating GIS data to improve positional a racy and information.No warranties,expressed or implied, are provided for the positional or thematic a racy of the data herein,its u r its interpretation.Although it periodically updated,this 'information may not reflect the data currently on file at Miami-Dade County and the County ossa no liability either for any er ora,omissions, printed: 10/19/2015 r lnaccurac ies in the Srrtormaf ion provided regardless of the cause of such or for any decision masde,action taken,o action not take,by the user in reliance upon any information provided herein.Please direct all inquires,comments,and suggestions to gislmiamidade.gov � t ✓, a +.w MIAMFQME Flood Zones D Areas with possible but undetermined flood hazards. No flood hazard analysis has been conducted. Flood insurance rates are commensurate with the uncertainty of the flood risk. Open water Open Water: large lakes, bay, ocean. VE Zone VE is the flood insurance rate zone that corresponds tothe 100-year coastal floodplains that have additional hazards associated with storm 0 t • waves.Base Flood Elevations (BFEs) derived from the detailed hydraulic ••• •• analyses are shown at selected intervals within this zone: May�?&tory flood ••••:• insurance requirements apply. •• • *41- • • X Zone X is the flood insurance rate zone that corresponds td 1P.At outsiAb • •••••• the 100-year floodplains, areas of 100-year sheet flow flo"%&where a • • average depths are less than 1 foot, areas of 100-year strgamf l ooding fere • 0•404•41 the contributing drainage area is less than 1 square mile• or aroas •••4141* protected from the 100-year flood by levees. No Base FloodgM&^tions (DFEs) 96094 or depths are shown within this zone. 114041404140 ••• • ••i••• • Definitions were provided by the Federal Emergency Management Agency (FEMA -=>http://www.fema.g6v ). •• •• •i •••••• • i 00*0 • ; • • . t i r P t t .a Disclaimer: Note: The flood zone information provided is intended for use in the unincorporated.,.as of Mimi-Dade CWnty.Municipalities will have their own floodplain Man;gement regulations and flood zone sap information,which may differ from the County's information.Mimi-Dade County provides this website as A public service to its residents ••the County is continually editing and updating GIS data to improve positional accuracy and information.Mo warranties,expressed or implied, are provided for the positional or thematid accuracy of the data herein,its use,or its interpretation.Although it is periodically updated,this information may not reflect the data currently on file at Miami-Dade County and the County assumes no liability either for any errors,omissions, printed: 10/19/2015 or inaccuracies in the information provided regardless of the cause of such or for any decision mde,action taken,or action not taken by the user p In reliance upon any information provided herein.please direct all inquires,cosmanis,and suggestions to gis@siasidade.gov i s associates • • •00 0 •••••• 9 JX1i5 RtJmvGa'^w i'c • • • • AA26001388 •••••• i �•••• ••••i• December 17, 2015 •••••• *fee 0 Miami Shores Village • ...... ... . ..... Building Department •' •'•"• 10050 NE 2nd Avenue • •• Miami Shores, Florida 33138 ••.••• Responses to Buildina Comments •..• Permit Number: RC 15-2355 Address: 1055 NE 96th Street F Building Critique: �1. See sheet A-1 a for Health Department approval stamp and back of set for DERM and Impact fee approval stamps /2 he outdoor Kitchen and only the pergola structure above and to the east of the Garage is part of this permit; See the property survey attached; V('his ee sheet A-1 for the added note; property is located in a Flood Zone X and "No Base Flood Elevations (BFEs) or depths are shown within this zone"; 6. See sheet S-1 for revised note; 7. Please see revised schedules with omitted non-applicable items; Structural Critique: 1. See attached (2) copies of Geotechnical Report prepared by All State Engineering & Testing Consultants, Inc.; 2. Please see attached the structural calculations for this project; 3. Please see attached the structural calculations for this project; 4. Please see attached the Special Inspector form for Masonry &Soil Compaction; Plumbing Critiaue: , 1. See sheet A-1 a for Health Department approval stamp and back of set for DERM and Impact fee approval stamps. If you have any questions and/or'comments, please do not hesitate to contact me via email (vbruce@ai-associa`tes.net) or phone (305-310-5030) cer y, F ; r J. Bruce .I. D AP Vice President&A hite AR-0017103 A&1 associates,_Inc. 370 NE 1015}Street Miami Shores,Florida 33138 telephone 305-310-5030 fax 1-877-408-8280 email vbruce@ai-associates.net 4 r 1 e 1 Z N F k MARTINEZ & MARTINEZ ENTERPRISES , INC . Business License # 7702 7179 W . 13 Avenue , Hialeah Florida 33014 •••••• Email : plspsm@yahoo. com : •'. ' • Cel: 786 -277-4851 Website : martinezandmartinei. cotn• '• '• • • Property Address: •"•" 1055 NE. 96 STREET, MIAMI, FL. • .. . :o: LEGAL DESCRIPTION: Lots 12 and 13, in Block 82, of " 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. SURVEYOR'S NOTES: 1) The above captioned Property was surveyed and described based on the above Legal Description: Provided by Client. 2) This Certification is only for the lands as described. it is not a certification of Title, Zoning, Easements, or Freedom of Encumbrances. ABSTRACT NOT REVIEWED. 3) There may be additional Restrictions not shown on this survey that may be found in the Public Records of this County, Examination of ABSTRACT OF TITLE will have to be made to determine recorded instruments, if any affecting this property. { 4) Accuracy: The expected use of the land, as classified in the Minimum Technical Standards is "Residential High Risk". The minimum relative distance accuracy for this type of boundary survey is 1 foot in 10,000 feet. The accuracy obtained by measurement and calculation of a closed geometric figure was found to exceed this requirement. 5) Foundations and/or footings that may cross beyond the boundary lines of the parcel herein described are not shown hereon. ` 6) Not valid without the signature and the original raised seal of a Florida Licensed Surveyor and Mapper. Additions or deletions to survey maps or reports by other than the signing party or parties are prohibited without written consent of the signing party or parties. 7) Underground utilities are not depicted hereon, contact the appropriate authority prior to any design work or construction on the property herein described. 8) The surveyor does not determine fence and/or wall ownership. 9) Ownership subject to OPINION OF TITLE. 10) Type of Survey: BOUNDARY SURVEY. 11) If shown, elevations are based on the National Geodetic Vertical Datum of 1929. 1 12) A complete list of abbreviations used in this survey are shown on the back of this sheet. 13) Survey # 13-79B 14) This PLAN OF SURVEY has been prepared for the exclusive use of the entities named hereon. The Certificate does not extend to any unnamed party: 1 , A.) PATRICE ROBINET ` a Field Date: 05-24-2013 Up-date:6-18-2013. For the firm: Pedro Luis Martinez P.S.M. I ( 3 P ofesional Surveyor & Mapper Statesbt Flo-ida Reg.No.5443 Page I o f 2 f ' } 4 ` Legend of Survey / Abbreviations ... i. . . . �;, •;A •:•b'q Lengfh •��• FIP Found Iron Pipe/Pin RNG Range • OAC :Air Conditi• oner FL Flowilne RP Radius Point N Adtition • •AOO • FN Found Nall RR Railroad ALUM •••AEuminum••••� FT Feet or Foot RD Road 4 •„ „APPROX Ae�roxim� e�� FE Flowage Easement R/W Right-of-Nay •,ASPH-•Asphalt ••�••• GAR Garage S South •• AVE •Avenue GR Guard Rall SAN Sanitary ... BCBr ward •onrity- 6D Grade •• • BL •••BrQLine SCM Set Concrete Monument 6ND Ground SCN Screen BLDG BuTldin9'•• GOVT Government SE Southeast BLK 81eck �• GPS Global Positioning System SEC Section BLVD Youievard GW Guy Wire h Mark HORIZ Horizontal SEM Sewer BN Benc i SIP Set Iran Plpe/P,n i I BNDY Boundary HP High Point SN Set Nall f dOTT Bottom HT Height SP Screen Porch r CNE Canal Maintenance Easement HN Head ball SPEC Specification C/Calc Calculated HWL High Mater Line SO FT Squarle Foot CB Catch Basin IP Iron Pipe or .SF ' ii CD Chord Distance IV Invert SR State Road i CHB Chord Bearing LNE Lake Maintenance Easement ST Street C/B CWncs•ete Block L Length SID Standard CSG Curb S Gutter LP Light Pole STA Station CL Center Line CLF Chain Link Fence LT Left STM Store 4MAINT Maintenance STRUC Structure CM Concrete Monument s t WAS Masonry STY Story CMP Carrugated Metal Pipe e CO Cleanout WAX Maximum SUB Subdivision 3 COL Colunm MH Man Hole SM Southwest CONC Concrete M Field Measured SWK Sidewalk CONST Construction MIN Minimum T Tangent ILII COORD Coordinate WR Marker TBW Temporary Bench Mark COR Corner MN Mean TEL Telephone M MGN Monument TEMP Temporary COV Covered TOB Top of Bank A CR County Road MSL Mean Sea Level a" CS Concrete Slab N North TOP Top of Pir NCD Nall G Disk TR Tract/Trail CT Court NAD 83 North American TRANS Transformer CULV Culvert Datum of 1.983 TMP Township t 0 Deed NE Northeast TYP Typical DB Deed Book NO Number UE Utility Easement s OC Dade County N. Rad Not Radial UGD Underground DCR Dade County Record NTS Not to Scale USGS. US '6eolocical Survey DEFL Deflect or Deflection NGVD National'Geodetic UTIL Utilities DIA Diameter Vertical Datum UB Utilities Box J DIST Olstarce NM Northwest V Vertical ` DR, Drive NFIP Natlorial Flood VAR Varies RA Drainage Retention Area Insurance'Program VC Vertical Curve DE Drainage Easement OHC Overhead Cable VOL Volume DWG Drawing ORB Official Record Book M West DWY Driveway p plat WD Wood E East PAR Parcel MN Water Meter ENC Encroach PAT Patio WMN Water Main ELECT Electrical pAV Pavement WT Water Table EL Elevation PB Plat Book WV Water Valve ENOL Enclosure SYMBOLS ESNT Easement_ PC Point ot.Curvature EOW Edga of Water -PCE? =Per&arcnt,;ContPoI Point ' EXIST Existing PEU Pedestal Pa a 0' Degrees Angle 9 FCN Found Concrete Monument P� g PI Point of Intersectio0' Minutes I FNO Found n PK Parker Kalon Nail on Seconds FEMA Federal Emergency PL Property Line Feet When Used !n Distance. Management Agency PLTR Planter ' Inches When Used In Distance FIRM National Flood POB Point of Beginning 50.0 Existing Elevation insurance Program pp Power Pole x10.0 Proposed Elevation FF Finish Floor FFE Finish Floor Elevation pRW permanent Reference Monument Proposed Surface Flow • Project a FH Fire Hydrant - pROJ O- Set Iron Pipe or R Record by Plat/Deed pin-with Cap •5443, RAD '�Radtal/Radius unless otherw ae shown REF Refoe�ence More or-Less ResiBence x OIstant-e�Not Supported ,; RET Retention/Retaining by Fleld Measurement s a SKETCH OF SURVEY SCALE: 1" = 20' I LIMITS OF PLAT • •• •• •• • •••• • FIP. 1/2" 15' ALLEY ASPH. PAVEMENT•:••; FIP 1 *• ;••'•; 'No I.D. NomI.D.• • 3 •• A 100.00' 32.0 POOL CONC., C� UNDER 12.6' J1 4 CONSTRUCTION {. WALL 32.0 e ' i C y • X �.i 3. X X 1 CONC. CONC. X M LOT-14 N N LOT-11 BLOCK-82 �.s Q X BLOCK-82 26.9 .O + 23.4 X C072—STORY �, RESIDENCE #1055 (� X X CONC. Ln 0 30.8 :X 0.8p {; 12.1' 9.1 4.4�� `n 14.1 x— s 5 ' CONC. • k 9p. F.DH. 100.00' F.DH. 5' CONC. SIDEWALK # 8 ^� 7.5' PARKWAY .50' CURB NE. 96 STREET ASPH. PAVEMENT p (80'%TOTAL'R/W.) THd SURVEY S AP OR THE 'COPIES THEREOF ARE LEGEND ` o° If, N0 'VA WITHO<T'THE SIGNATURE -�' =Existing Elevations =Light Pole ANL}-YI'"E ORIGINAL'RAISED SEAL OF —a"—Overhead Wire Line ®=Water Meter F.DH. =Found Drill Hole i A FLORIDA L;CENSEG SURVEYOR & MAPPER. —//—Wood Fence �=Catch Basin F.N&D. =Found Nail & Disc. —X—Chainlink Fence ''0..,=Power Pole FIR. =Found Iron Rebar Sheet 2 Of L . i r � - ALS. STATE All State Engineering & Testing Consultants, Inc. ENGINEER1HG TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMISTS-DRILLING-ENVIRONMENTAL SERVICES OCtuber 16 , 2014 , �r- ., • ...... . .. ...... Mr. Patrice Robinet • 1055 NE 96th Street. •••• ' Miami Shores, FL 33138 "" ""• ...... ... . ..... .. .. .. ...... RE: SFR-Addition 1055 NE 96th Street, Miami Shores, Fl_33138 •••• Dear Mr. Robinet: This letter presents the results of All State Engineering & Testing Consultants, Inc. (ASETC) Geotechnical Engineering Study for the above referenced project. The purpose of the geotechnical engineering study was to evaluate the site subsurface conditions, confirm the allowable soil bearing pressure, and provide foundation recommendations for the project. Project Description Our understanding of the site is based on our observations during our subsurface investigation. Information you provided to us indicates the project consists of the construction of an Addition to a single family residence. Test Method and Subsurface Investigation The boring was conducted in accordance with procedures outlined for Standard Penetration Test and split spoon sampling of soils by ASTM Method D-1586. Two (2) feet long, two (2) inches O.D. split spoon sampler was driven into the ground by successive blows with a 140 lbs hammer dropping thirty (30) inches. The soil sampler was driven two (2) feet at a time (continuous method)then extracted for visual examination and classification of the soil samples. The number of blows required for one (1) foot penetration of the sample is designated as "N" (known as the standard Penetration Resistance Value). The N Value provides an indication of the relative density of non- cohesive soils and the consistency of cohesive soils. A general evaluation of soils is made from the established correlation between "N" and the relative density or consistency of soils. This dynamic method of soil testing has been widely accepted by foundation engineers and architects to conservatively evaluate the bearing capacity of soils. 9600 NW 79th Avenue, Hialeah Gardens, Florida 33016/ Phone: 305-888-3373 Fax: 305-888-7443 77 The subsurface investigation consisted of performing one (1), 30-ft deep Standard Penetration Test (SPT) boring (B-1). The boring was performed on October 15, 2014. Based on the information obtained from the SPT boring, Boring B-1 comprised of Topsoil from 0'-0"to 0'-2", Black Medium Limesand with some Rocks from 0'-2" to 1'-8" with N value 7, Tan Medium Sand with some Rocks from 1'-8" to 4'-6" with N value 17, Tan Medium Limesand and Limerock from 4'-6" to 30'-0" with N values ranging from 22 to 61. 0000.. 0000.. Detailed subsurface information is provided in the attached SPT Soil Boring Report. '..' : .. . .' 000000 . 0. 000000 0000.. 0000.. 0000 . . . . Groundwater Conditions 0000 •...0• . 0000. The groundwater table was first encountered approximately 9'-0" below the existing.g;G" surface during ..:..• the performance of the boring. The groundwater elevation is expected to change MtTraeasonal and tidal ••••:• fluctuations, and during storm/hurricane events. The possibility of groundwater leve;TIb dation:shb.ld be 000::0 considered when�developing the design and construction plans for the project. � :••••• r a . . •0000. •. • . 00. • .. . i Site Preparation Procedures The site preparation work is expected to include site clearing, subgrade leveling and proofrolling, and the placement and compaction of fill and backfill material. The site clearing should be performed in all the areas of proposed foundation construction and support of on-grade site features. Site clearing should encompass removing all unsuitable materials such as topsoil, organics, trash, and any other deleterious materials. Upon clearing, proofrolling of the areas of proposed ' construction or support of on-grade features should be performed. Any soft area observed during proofrolling should be removed and replaced with approved fill material. Based upon the findings of the soil boring the Black Medium Lime sand with some rocks is unsuitable. Excavate entire building area plus 5'-0" outside the perimeter of construction and remove all unsuitable subsurface material to the necessary depth. We anticipate an average excavation depth of approximately 2'-0". Any fill and backfill materials should be placed in lifts which do not exceed twelve (12) inches. The fill and backfill materials are to be compacted to field dry densities of not less than 95% of their Maximum Dry Density as determined by the Modified Proctor Compaction Test (ASTM D-1557). The fill and backfill materials should consist of inorganic granular soils, free from deleterious materials, and should be pre- approved by our firm. The footing and slab subgrades should be compacted to-field dry densities of not less than 95% of their Maximum Dry Density as determined by the Modified Proctor Compaction Test(ASTM D-1557). 9600 NW 79th Avenue, Hialeah Gardens, Florida 33016/ Phone: 305-888-3373 Fax: 305-888-7443 t R Foundation Evaluation and Recommendations Based on the proposed construction, our evaluation of the site subsurface conditions, the Site Preparation Procedures given above having been achieved and verified,we confirm that spread footings and single column pads may be appropriately designed for a safe soil bearing capacity 6f-2500'I6/ft2. A mo``nolith773 slab foundation may also be adopted, Limitations •' • Regardless of the thoroughness of our geotechnical exploration there is always a po;si Mitj that&di4ions on the subject project may be different from those at the test locations. Therefore-,otlmld ady%Lhftoil ...... conditions different from those reported in our boring logs be encountered during MnStwtion, All-State Engineering and Testing Consultants, Inc. should be notified immediately. The conclusions provided by All State Engineering & Testing Consultants, Inc. are•bamed solely 54the ...... information presented in this report. As a mutual protection to clients, the public andbt Olves, all reports •; are submitted as the confidential property of clients, and authorization for publlcatio i of s;9teR;ents, conclusions or extracts from,or regarding our reports is reserved pending our written apptosal. •, ;••••; We appreciate the opportunity to have been of service to you. Please feel free to contact us if there are any questions or,comments pertaining to this report. Sincere)" `� y,�ca��SG�wr�Scpr ; ^ L ?��e + UVJ\. � +'�"A y r��`• �l 'fvarrrrP PE #5a rya �I�" r!a r.'* a." F o r =k `ter b ta0d E ( �,, mee�� g t � t r ALLI4EERINGSTATE ENG 9600 NVV 79th Avenue, Hialeah Gardens, Florida 33016 / Phone: 305-888-3373 Fax: 305-888-7443 t , 7ALL STATEAll State Engineering & Testing Consultants, Inc. INEERING TESTING LABORATORIES-ENGINEERS-INSPECTION SERVICES-CHEMIST-DRILLING-ENIVIRONMENTAL SERVICES 9600 NW 79th Ave,Hialeah Gardens,Florida 33016 1 Phone:305-888-3373, Fax:305-888-7443 f SPT SOIL BORING REPORT CLIENT: i "" :a ' Patrice Robinet Page:. 1 of 1 CLIENT ADDRESS:.- _ 1055 NE 96 Street Report#: •.•• • PROJECT: SFR-Addition i # B-1 PROJECT ADDRESS:,`, 1055 NE 96 Streetp Q, 1 811,r#14 �. • BORING LOCATION:` Northeast Side of existing house. tkOlar:- ' 66,G DEPTH'' DESCRIPTION OF MATERIALS y sample tISMIAIer blowsi �n (FEET)` No. ••"m'pier .1 efaltue " ••••• 1 0' 0"to 0'2"Top Soil •t • 4 y.0....0,9..:.................... •i •••••• 2 0'2"'to 1'8" Black Medium Limesand with some Rocks 0'-2' 4 3 1' 8"to 4'6"Tan Medium Sand with some Rocks : 7' : 8 . . .............................. •• ..17 4 2'4 • 9 • 9• • • 4'6"to 30'0"Tan Medium Limesand and Limerock '10 ' 11�• ;••3 • • 5 ...............:.............. 6 4'-6' 12 13 7 12 14 29 8 6'-8' 15 13 913 12 1 .................................... 22 10 8'-10' 10 12 11 12 10'-12' 13 12 13 11 10 22 14 12'-14' 12 .11 15 .........................1.5....... 31 16 14'-16' 16 17 17 17 16 .................. 33 18 16'-18' 17 's 13 19 28 14......:.......1.3....... 20 18'-20' 15 16 21 40 1�..............1.$....... 22 20'-22' 22 25 , 23 2�..............217...... 47 24 22'-24' 20 23 r 2549 26.............. 1....... 26 24'-26' 28 20 2742 2�.......:.......2.2 28 26'-28' 20 31 2936..................:x'`;30- 61 ............. 30 28';3�'t i99+3r ,;X33 31 End of Boring @ 30'-0" �� ° eat 32. WATER TABLE: 9'-0" below surface Respectfully S b ittt;d Gilberto Gavirre P.E#533 e ior.Civil E6gi61,er m All State Engul�er,} std iGonsultants It c As a mutual protection to clients,the public and ourselves,all reports are submitted as the confidential�prrope�4c}f !n '6T14�thorzE tio.-.orf blication of statements,conclusions or extracts from or regarding our reports is reserved pending our written approvar�p r , t