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DGT-16-1159 11--7/ 10 Permit No. DGT- -1 -1159 �s;jO1s o,� Miami Shores Village Permit Type:Decks/Gazebos/Trellises 10050 N.E.2nd Avenue NE It Work Classification: Deck -Wood Miami Shores,FL 33138-0000 Per Permit Status:APPROVED Phone: (305)795-2204 LORIDA Issue Date: 1/20/2017 [—ixpiration: 07/19/2017 Project Address Parcel Number Applicant 32 NE 91 Street 1131010200050 Miami Shores, FL Block: Lot: ALEJANDRO&CLARISA LEAL Owner Information Address Phone Cell ALEJANDRO&CLARISA LEAL 32 NE 91 Street (917)287-7855 MIAMI SHORES FL 33138- 32 NE 91 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 5,500.00 HCD DEVELOPERS LLC (954)319-7659 ._..... �_w.,... _._.,... _....._�_. Total Sq Feet: 1298 Approved: In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type Const:Wood Deck Additional Info:WOOD DECK WITH SPA INCORPOF Framing in Progress Classification:Residential Scanning:0 Review Electrical Scanning:0_ Review Electrical Review Building Review Building Review Building Review Building Review Planning Review Structural Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Plumbing CCF $3.60 Review Plumbing DBPR FeeInvoice# DGT-4-16-59590 Review Plumbing $6.00 DCA Fee $6.00 04/29/2016 Credit Card $50.00 $914.60 Education Surcharge $1.20 01/20/2017 Credit Card $914.60 $0.00 Notary Fee $5.00 Permit Fee $400.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $18.00 Technology Fee $4.80 Work without Permit Fee $400.00 Tota I: $964.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the oregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and z ing. Futhermor au ri a th ab a-named contractor to do the work stated. January 20, 2017 Authori ed Signature Owner / Applicant / Contractor / Agent Date Building Department Copy January 20,2017 1 Miami Shores Village ' ECEIVEL? Building Department JAN ��f 20017 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 5 FBC 20 BUILDING Master Permit No. ibcnT PERMIT APPLICATION Sub Permit No. EDS'U"I'LDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP nnnn 1 , C CONTRACTOR DRAWINGS JOB ADDRESS: `�L. "' 5� ✓lye City' Miami Shores County: Miami Dade Zip: Folio/Parcel#: `�- 3t' 01 - C)�Iz' SZ Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: ''11 Flood Zone: BFE: FFFE: p OWNER:Name(Fee Simple Titleholder): aPhone#: Address: ';L 0 p I S �) City: (L( r`-2$ State: �' Zip: 3 3 1 3 d Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: LC.L �y Phone#: /J4"3/9-M T�7 Address: 914 OW c2q S1 City: l C1 >im State: T-L Zip: 33 /Z_)- Qualifier Name: M gt 2 (M ZC'&2- Phone#: State Certification or Registration#: e(-, C (,ACertificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration 1:1 New ❑ Repair/Replace ❑ Demolition Description of Work: fWow Cf ae C'[C c _1' S P a- 10 CO lcl6 -7-0 0ff1 ( 5 Vt .2 �V1�1tI Specify color of color thru tile: r�1 Submittal Fee$ Permit Fee$ v .C7U CCFs3' -0 CO/CC$ Scanning Fee$ D •Q Radon Fee$ ( '00 DBPR$�O •(00 Notary$c vJ,.�-� Technology Fee$_4 •O Training/Education Fee$ • 2� Double Fee$ foo . C7 '� Structural Reviews$ 120` 00 Bond$ �U TOTAL FEE NOW DUE$ l �� (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS, HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated valueexc ding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law broch a will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded no ice commence ent must be posted at the job site for the first inspection which occurs seven (7) days after the building permit issue . the sence of such posted notice, the inspection will not be approved and a reinspection fe e c rged. Signature Signature OWNER or AGENT` CONTRACTOR The foregoing instrument was acknowledged before —m�e this The foregoing instrum nt was acknowledged before me this p�_day of ��t h,,,��n 20 l T by , day of LU' 20 0- by f� A Mt''�II {did—Lersonally known to i (Yl 2who is personally known to me or who has produced WSW _WO- �IS 201Ras me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLI NOTARY PUBLI =04 Y P MAHARAI K.GONZALEZ MY COMMISSION#GG 044602 EXPIRES:November 2,2020 Sig =%,. ••opsanded ThruNotary PublkUndenNrhem Sign: ,e Print: Print: V'•�[ lZ 1�.CCZ Seal: Seal: IVELISSE TERESA GONZALEZ �a• MY COMMISSION#FF194392 �;,. EXPIRES January 29.2019 �.�c��:vie•o•sa ysavk..ca� ******************************* ** *** ************************ ************ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) �SNuR'E.s mass Miami Shores ` illa e 9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. Y OF QUALIFIER'S STATE LICENCES B. PY OF LOCAL BUSINESS TAX RECEIPT C. Y OF LIABILITY INSURANCE* D. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICATE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER form and Contractor Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: BUSINESS ADDRESS: UW DQ St CITY �`a i�2 r STATE—a ZIP 23J21 BUSINESS PHONE: 99 1 _21q ak S--q FAX NUMBER(�_) CELL PHONE ) PC, s!QUALIFIER'S NAME: —.10 M co �CO 2a,6 _ QUALIFIER'S LIC NUMBER: C' 6 C. 15-131,64 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GONZALEZ,TOMAS RAFAEL HCD DEVELOPERS LLC 5273 SW 157TH LANE MIRAMAR FL 33027 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range �'�� STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque DEPARTMENT OF BUSINESS AND restaurants,and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to improve the way we do business in order CGC 1513164 *jSUED:'s 07/12/2016 to serve you better. For information about our services,please % i log onto www.myfloridalic.ense.com. There you can find more CERTIFIED GEN 4I.�CJNTRAGTOR information about our divisions and the regulations that impact GONZALEZ TO AS;RAFAl you,subscribe to department newsletters and learn more about HCD DEVELOPERS LLT* the Department's initiatives. - ,, � �• Our mission at the Department is:License Efficiently, Regulate Fairly.We constantly strive to serve you better so that you can ` serve your customers. Thank you for doing business in Florida, IS CERTIFIED under the provisions of Ch.489 FS. and congratulations on your new license! ExI*aeion daW.AUG 31,2018 11507120000098 DETACH HERE RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD CGC1513164 ' to ;15"f The GENERAL CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31,2018 Jam .. GONZALEZ,TOMAS RAFAEL�,,' HCD DEVELOPERS LLC,; -,. 5273 SW 157TH LANE. MIRAMAR ISSUED: 07/12/2016 DISPLAY AS REQUIRED BY LAW SEQ# L1607120000898 BROWARD COUNTY LOCAL BUSINESS TAX .R 'IP 115 S. Andrews Ave., Rm.A-10 ECEIpT 0, Ft. Lauderdale, FL 33301-1895—954-831-4000 ' VALID OCTOBER 1,2016 THROUGH SEPTEMBER 30,2017 I F DBA:HCD DEVELOPERS LLC Receipt#:G 0-264278 Business Name: •j I � Business Type: CONTRACTOR Owner Name:TOMAS RAFAEL GONZALEZ Business Location:24 NW 29 ST STE 1 Business Opened:oe/01/2014 MIAMI DADE COUNTY State/County/CerUReg:CGC1513164 I Business Phone:800-962-0781 Exemption Code: J j Rooms Seats i Employees Machines 12 Professionals i Number of Machines: For Vending Business only Tax AmountTransfer Fee Vending Type: i NSF Fee I, Penalty; 54.00 5.90 Prior Years Collection Cost Total Paid c 0.00 0.00 0.00 0.00 59.40 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS � THIS BECOMES A TAX RECEIPT This tax Is levied for the privilege of doing business within Broward County and is non-regulatory in nature. You must meet all County and/or y Planning Municipalit II+ ,i WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transf ng "1 iJ the business is sold, business name has changed or you have moved the I business s in comp)ance w th Sta elpt orlocalI laws not and regulations.thatthebusiness is legal or that i ' Mailing Address: TOMAS RAFAEL GONZALEZ 24 NW 29 ST STE 1r` MIAMI Receipt 003A-15-00009847 FL 33127 i Paid 09/14/2016 5.40 t. i. I rq r 2016 - 2017 ''i nw A • . R D D ti 11 c:� i c i` 'i1c�c T i►Y."�i c'r�'IL�der'---�-�.� _. ACORO0 DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 01/09/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Mr.Orphan Records Merchant Insurance Solutions a�"N Exe: (239)823-4382 ac No: (866)406-4983 12326 Isabella Drive ADDRESS: smerchant@merchantinsurancesolutions.com INSURER(S)AFFORDING COVERAGE NAIC# Bonita Springs FL 34135 INSURER A: American Builders Insurance Company INSURED -INSURERS: HCD Developers,LLC INSURER C: 24 NW 29TH ST INSURER 0: INSURER E: Miami FL 33027 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MMIDD1YYYY) (MMIDDIYYYYJ LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ G O CLAIMS-MADE OCCUR PREMISES Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ POLICY PRO- JECT F—]LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL AUTOS OWNED SCHEDULED AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X STATUTE OTERµ AND EMPLOYERS'LIABILITY Y/N ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ 1,000,000 A OFFICER/MEMBER EXCLUDED? FN NIA WCV 0146029 01 04/04/2016 04/04/2017 (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACGRD 101,Additional Remarks Schedule,may be attached if more space is required) General Contractor License number CGC1513 164 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village Bldg DPT ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ►—�� ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD ACORO® DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 1/9/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Maria Delia Loaisi a NAME: g SG & Associates, An Optisure Risk Partner PHONE (305)279-9002 FARC No:(305)279-9006 9999 Sunset Drive ADDRESS.Maria.Loaisiga@optisure.com Suite 102 INSURERS AFFORDING COVERAGE NA_IC# Maimi FL 33173 INSURERA.Hull & Company INSURED INSURER B:Scottsdale Insurance Company HCD Developers LLC INSURER C: 24 NW 29th. St. , Suite #1 INSURER D: INSURER E: Imiami - Miami FL 33127 INSURER F: COVERAGES CERTIFICATE NUMBER-CL1612610239 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE D UBR POLICY EFF POLICY EXP LIMITS LTR POLICY NUMBER MM/DD/YYYY MMIDDM/Y COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE FxI OCCUR DAMAGE TO RENTED100,000 PREMISES Ea occurrence $ X 0 DCI00086-00 6/4/2016 6/4/2017 MED EXP(Any one penton) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 X POLICY❑JECT F�LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED �OPEa AMAGE $ UMBRELLA LIABOCCUR EACH OCCURRENCE $ 3,000,000 B X EXCESS LIAB HCLAIMS-MADE AGGREGATE $ 3,000,000 DED RETENTION$ XBS0069977 6/4/2016 6/4/2017 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? F-1 NJ A (Mandatory in NH) E.L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached N more space is required) General Contractor license number CGC1513164 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Miami Shores Village Bldg DPT THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVE M Chrupcala/JANET ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025 0m4nii Miami Shores Village RECraa ��_. • v ��( b Building Department A R 29 2016 n� t� 8P 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Jnpy`�` Y Tel: 305 795-2204 Fax: 305 756-8972 CR �� r, Nu INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2014 BUILDING �\ 1" T—[�� I I SGl -1 .11 Permit No. PERMIT APPLICATION '�< o,,,Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION ❑RENEWAL 0ker ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:] CHANGE OFCA ELATION ❑ SHOP CONTRALTO ► / DRAWINGS JOB ADDRESS: 3� /(/G= '7/S 7' J / 7��i City: Miami Shores County: Miami Dade Zip: 33130 Folio/Parcel#: 3 I O I r —OO S 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): / CtrJ Phone#9/� Z6?- R50—v Address:_��3 /!/z f 91),5-1 .3 T / City: ✓" 1 1- l Se4al-i'l State: �G Zip: 33139 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: e#: MI { Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: vo Value of Work for this Permit:$ i° Square/Linear Footage of Work: Type of Work: ❑ AdditionAlteration ElNew ElRepair/Replace /❑ Demolition Description of Work: GYM' i' O �b Pcl Specify color of color thru tile: Submittal Fee$ W Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ •00 Technology Fee$` Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be ap"andpection fee will rged. .40 Signature - Signature P OWNER r AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this 229 qday of_f�1 ( L 20 0� by day of 20 by 1 >lV1XU JJSC� is personally known to who is personally known to me or who has produced _��UO�, �-1�� 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: Print: Print: Seal: a00 Na Notary Public State of Florida Seal: Sindia Alvarez y"fj c My commission FF 158750 `OFH�� Expires 09!0312018 ******************************************************************************************* ***** ********** APPROVED BY Plans Examiner C Zoning Structural Review Clerk (Revised02/24/2014) f Y ,S�oeEs p Miami Shores Village ' Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �ENr�Mev 0 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: DATE: `� 2�116 ADDRESS: 32 Ae- 9/571 5T FZ, 3 3/-38, 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 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 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. 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 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. Initial—AA—Z-1f 2. I 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. 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 numbers on permits and contracts. L Initial 4. 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 myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial 5. 1 understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. Initial OLI-W 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 residence.It is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance. Initial 14 L.10 r 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 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is 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=A z 9. 1 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 http://www.myfloridalicense.com/dbpr/pro/cilb/index.html InitialL 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: tC, 3 3138 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. Cr 0/J Initia� Licensed contractors are regulated by laws designed to protect the public.If you contract with a persori 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 '_:�_qday of 20 By ` 'vJtio�rsonally known to me or who has Produced there License or INS as identification. WNER NOTARY ;o.09y°Yep Notary Public State of Florida '4 Sinclia Alvar?z �� o¢ My Commission FF 1,56750 4�UF F��p i=xpires 0910312018 1 STATE OF FLORIDA DEPARTMENT OF HEALTH APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT Permit Application Number • • •••• •••••• •••••• •••• ••••• • S N 0 r+►y r✓' eve (uvoe 6�� I 1� 5 ehn t9 r i Q�' 'k L'S + &tLA- Site Plan submitte by: Plan Approved Not Approved Date By County Health Department ALL CHANGES MUST BE APPROVED BY THE COUNTY HEALTH DEPARTMENT Page 2 of 4 DH 4015,10/96(Replaces HRS-H Form 4016 which may be used) (Stock Number: 5744-0024015-6) I F STATE OF FLORIDA PERMIT 4 DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM EXISTING SYSTEM AND SYSTEM REPAIR EVALUATION i APPLICANT: 1 Le�C V"4" CONTRACTOR / AGENT: �� C Z PyA nn-J, nd► + Se LOT: +l(7 BLOCK: _ SUBDIV: C L i0e>roLJ L'' ✓ IDk s t 3�d t owes TO BE COMPLETED BY FLORIDA REGISTERED ENGINEER, DEPARTMENT EMPLOYEE, SEPTIC STAN% CONTF44p;p .OR ••��. OTHER CERTIFIED PERSON. SIGN AND SEAL ALL SUBMITTED DOCUMENTS. COMPLETE AIJ%jNPVLICAB;,E ;7EMS. •• COMPLETE TANK CERTIFICATION BELOW OR NOTE IN REMARKS WHY THE TANKS CANNOT BE•• • FIED!••C��TI •••• • •••••• —ter--- —^ -- •••••• • • • EXISTING TANK INFORMATION •••• •• • • • GALLO SEPTIC T GPD ATU LEGEND- l`�" " MATERIAL: ��^G BAFFLED: j; /C�J� • • --*.r••• • • .•••• ( ] GALLONS SEPTIC TANK/GPD ATU LEGEND: MATERIAL: NO 00 0• BAFFLED�E7j•/ N] [ ) GALLONS GREASE INTERCEPTOR LEGEND: MATERIAL: • -� ] • � [ ] GALLONS DOSING TANK LEGEND: MATERIAL'_,:0,:01 PU• _MPMP3: r• ••••i• I CERTIFY THAT THE LISTED TANKS WERE PUMPED ON -I /Cs / ��D BY kiL"W Yb� � �'•'••i THE VOLUMES SPECIFIED AS DETERMINED BY N / FILLING / LEGEND ], ARE•F•RE OF 999 AyABLE0 i, DEFECTS OR LEAKS� HAVE A / OUTLET F L R DEVICE ] INST � SIGNATURE OF LICENSED CONTRACTOR BUSINESS NAME DATE EXISTING DRAINFIELD INFORMATION r [ e2O O ] SQUARE FEET PRIMARY DRAINFIELD SYSTEM NO. OF TRENCHES I ] DIMENSIONS: 20 X IO ( ) SQUARE FEET SYSTEM NO. OF TRENCHES [ ) DIMENSIONS: X TYPE OF SYSTEM: [1/) STANDARD I ] FILLED I l MOUND I l CONFIGURATION: I ] TRENCH BED E ) DESIGN: l HEADER [ ] D-BOX ) GRAVITY SYSTEM I I DOSED SYSTEM i ELEVATION OF SOTT OF DRAINFIELD IN RELATION EXISTING GRADE -,7-45� INCHES [ ABOVE / BELO �I SYSTEM FAILURE AND REPAIR INFORMATION I ,q ] SYSTEM INSTALLATION DATE TYPE OF WASTE WA7ER DOMESTIC [ ] COMMERCIAL GPD ESTIMATED SEWAGE FLOW BASED ON [ ] METERED (% ] TABLE 1, 64E-6, FAC SITE I l DRAINAGE STRUCTURES I ) POOL [ ] PATIO / DECK PARKING CONDITIONS: [ ] SLOPING PROPERTY [ 7 /� NATURE OF L ) RAULIC OVE I ) S E ) MAINTE [ ] SYS TE D E FAILURE: [ RAINAGE / R OFF I l R B I ] WATER TAAAI ] FAILURE [ASEWAGE ON I ] I ] D BOX/HEADER [ ] DRAINFIELD SYMPTOM: [ LUMSx4 NG BACKUP [ ] REMARKS/ADDITIONAL CRITERIA SST ' `l 1�'�'eA�) r h^ �' S•( Lz s SUBMITTED BY: A TITLE/LICENSE SR.o4/ !",j'-e3(0 DATE t DH 4015, 08/09 (Obsolstes previous editions which may not be used) Incorporated 64E-6.001, FAC Page 4 of 4 ELEVATION CERTIFICATE Owners Name: ALEJANDRO J LEAL & CLARISA LEAL Property Address: 32 NE 91 ST Miami Shores, FL 33138 'I LEGAL DESCRIPTION: FOLIO #: 11-3101-020-0050 Lot W1/2 OF LOT 8 & ALL LOTS 9 & 10, Block 9 of"EL PORTAL SEC 3" according to the plat thereof as recorded in Plat Book 9 at Page 148 of the Public Records of Dade-County, Floes' •••;• ...... .... ..... SURVEYOR'S NOTES: """ ' ••••: 1) Not valid without the signature and the original raised seal of a Florida Lice6$g�•Surviyoc jnd ....• Mapper. ...... .... 2) Additions or deletions to this certificate by other than the signing party or paFfie9 are pFOAI IIfed ... ;• , without written consent of the signing party or parties. • 3) This certificate elevation is for the purpose of septic and drains repair and/dr conStrucffiimo% 4) This certificate elevation must not be use for the purpose of acquiring flood'ansuipnce '�•0 0 :8600* 5) Elevations are based on the National Geodetic Vertical Datum of 1929. 11000 • TOP OF BOTTOM FLOOR: 13.0' TOP OF NEXT HIGHER FLOOR: NIA ATTACHED GARAGE (at the door): N/A GRADE @ DRAINFIELD AREA 10.7' CROWN OF THE ROAD: 10.9' i Field Date: 07/06/2016 Pablo J. Alfonso P.S.M. Professional Surveyor & Mapper State of Florida Reg. No-5880 L� LAND SURVEYORS . INC . �? 6175 NW 153`° STREET, SUITE 321 , MIAMI LAKES, FLORIDA 33014 Phone: 305-822-6062 " Fax: 305-827-9669 �p,u Arlenis Silvera From: lea1.mendez@gmaiI.com Sent: Wednesday, September 21, 2016 9:41 AM To: Arlenis Silvera Subject: Fwd: Leal Residence = Process Number: M2016012620 Attachments: LEAL=Septic-Ta nk&Drains&Elevation-Certificate.pdf,ATT00001.htm Alejandro Leal Mendez ...• Begin forwarded message: " ' •. '0 • ...... .... ...... From: Alejandro Leal Mendez <leal.mendez(w—zmail.com> .... .. . Date: July 22, 2016 at 11:00:45 AM EDT . .... . .. ..... ...... . . ..... To: PADROJO)MIAMIDADE.GOV •••••• Subject: Leal Residence = Process Number: M2016012620 . . . . ...... Good morning Don Jorge; • As per our conversation yesterday and upon your request, please find attached plan showing the septin tank system and drains location, including Department of Health Onsite Sewage Treatment and Disposal System and Elevation Certificate. Please do not hesitate to contact me if you need any further information; With Gratitude and Respect; ALEJANDRO LEAL i �i �,� SCORES ' Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 y� NrF �y` Tel: (305) 795.2204 ORIDp Fax: (305)756.8972 BUILDING CRITIQUE DATE: 09-16-2016 PERMIT NUMBER: 16-1159 1. Plumbing approval required. Please reflect the location of the septic system on the site plan. Ismael Naranjo, B.O, CFM Building Director Al i Miami Shores Villa a ,SNoA 9 Building p De artment ..� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 LORiDp' Fax: (305) 756.8972 SEPT 14.2016 Permit No: DGT-4-16-1159 PLUMBING — Rafael Hernandez • show location of septic tank and drainfield and submit to HRS.. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. r � Rick Scott Mission: M _ Governor To protect,promote&improve the health {P of all people in Florida through integrated state,county&community efforts. Celeste Philip, MD, MPH HEALTHState Surgeon General and Secretary Vision:To be the Healthiest State in the Nation August 23, 2016 Alejandro Leal 32 NE 91 Street Miami, FL 33138 SXP 3 2016 RE: Modification to a Single Family Residence - No Bedroom Addition — Application Document Number: API 250536 Centrax Permit Number: 13-SC-1699036 32 NE 91 Street Miami, FL 33138 Lot: 9 Block: 10 Subdivision: Dear Applicant, This will acknowledge receipt of a floor plan and site plan on 08/02/2016 for the use of the existing onsite sewage treatment and disposal system located on the above referenced property. No objection issued by B.Olmino on 8/23/2016 for the legalization of a wood deck. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot attest to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contractor or plumber, or a person certified under section 381 1.0,101 Florida Statutes. If you have any questions, please call our office at (305) 623-3500. Sincerely, 7�� QLA� Betsy Olmino Engineer II Department of Health in Dade County Florida Department of Health www.floridahealth.gov in Dade County• -,Florida TWITTER:HealthyFLA PHONE: (305)623-3500 FACEBOOK:FLDepartmentofHealth YOUTUBE:fldoh ®m 8 SWIM SPAS OWNER'S INSERT MODELS: Aquatica ,3 4 4 � , V 7 o- Premium Leisure, LLC 6101 45t" St. N. St. Petersburg, FL 33714 727.573.9611 www.Pri-miumLeisure.com 9999 . . 9999 9999.. Part Norruer 7333A • .. 9999 906.6. 9999 9999.. Revized 02;2J13 • 9999.. 9999.. 9999 .. 9999 . .. 9999. 9999.. 9999.. .. 9999 Spa Spec Spa Model 1210D Spa Dimension 91"x 114"x 38" Number Of Seats 8 Water Jets 77 Water Capacity(USG/L) 550/2082 Dry Weight(LBS/KG) 1146/520 Filled Weight(LBS/KG) 5736/2602 Electrical Rating(VAC/AMP/H7) 240/48/60 GFCI(AMP) 60 _ fir' !. u QN is .• 1./' CD IS °A 11 T y i 1R 41T? HT®JkAf i�°�l A)® `S x) � fV H) N ID 3 O O 4 9A t, O m O o 0 11 p 1 1 an o 0 1 i zu zn 1'1 MI - ® cl b `knT' J7� ®Jb OOO Oy R � SFA/• V1TJ ( Ire] ' Om1R o �/ Ea ie° � la • F_ne '.a 0•• ••••• Z. - -�S11 •••••• • .• ••�••• • ••.••• • • • • • 0 •••••• Ca•{)sae Label Pa/M Dearliolion Notes T 73199W Nome woll!tang(Cr) 2 1A T815 VN llbpnp(Gr) b 2 1277,1275,1276 Comp—lor Rmg 3 Body "waw Jel.Direction al,Adj (S L 20 1277 1215,1278 Compensator Rug 42 Bpdy waw Jet otappnet fSSKar): 2R 1278 17.75,1276 Compensator Rug, 4 Cody 3"wore Jet.Lwe'a'onal tssic). 30 1283.1281 1282 Compensator Rang; 6 Sod 3"wawJet wm rob{ 1351: 3R 1265.1281 1282 COmpansatorRmg, 2 soar 4"waw Jet.De icbonal(ss/Gr): 4D 234451121286,1287 Co.pemsalor Ring. 5 sear 4`waw Jei,Ronlgnal l-,�CirL 4R 23444SI221286.1287 Compenseror Ring, 3 Body 5'w"Jet OseCbonal l-.:sK;h: 50 1293,1297 1292 Compenuwr Ring, 5 Body 5"wase Jet 51A 7295.1291.1292 Compensator Ririe 3 Body 5 waw,JK Dou SR 1294.1291.1292 Compenaator Ring. 3 Bi"fY 5"waw Jet,Drrectbnaf Large face 4.16) 5DL 1283.1291.1305 Compensator Ring, 1 6 1298,1300 'Wale"sMe Vale Ali control l"wdh LE!)bent 3 7 1297.1301 'Wave'styla Watartae Who 1"wah LED beael 2 6 675.5306E 16"LED SptayrWwatadilN m1h 1 9 640-3790EGA V 251 GPM;wl1•r Hi-Flo 25'S1 etan(metal) 6 t0 1219S L4Pub Kit 5".SS 2 11 52798 Tops)de panel h1L700,cvertay 1+1 12 3133 Smile rounded Pillow 4 13 675-20101. Upoaker Magna Tune Pop-up rot LLD(L4WAib) 4 Optional 14 822817 Weir door((.iSiParq 1 1S 1238 Fi11sr Ltd(Cr) 1 16.'7 822010 GarbMoa Filler tat 16A-PAS40.2 17 630.0036 Cup Nofow LEO 4 to 191tlA t31[A t316A13i5. LED oontr•r 6-LED spyder 2-LED spyder 9-LED 1317,1338 fight.Cables Away t+t 18A 400372-N Small lens with gasket nut 3 19 670.2009-OSG.219.5910 Wale,noale wan filling,graphite w retainer 1+1 N/A 7138.8023.310 0140 2Speed hbtor. 'Cord, 3 Wet entl o 140. 1 Speed rbwr,8' oM, NIA 7135.(024.7104)740 Watend(1140, 0 NIA 6167 6024,310.0800 Ciro plane mob, oM. 1 Wet end OLEO, NM L5965 Balboa Peck PEL2KM 1 NfA 5011,5399 Oauiabr w,Cord.Injector 2.2 µeq Toss £wim Spa Owner.Manual t NIA )OM Spa Cover 1 -- Nt4 NROCO(RI4-14 11451141. b/RDBBi.Hwang,SwwoOkr,hamess iMi-205, 1 Opapnal 1142 powersupply100- WC • • •••9 0•9.90 •• • •99• • •9.9•• •9•• ••••99 • •9.99• • • • 9.9.99 Pnq 11 •••• • •• ••••• For h C-P,jli'27 E-'061 • • • • • • • • • • • •••••• •9.9.9 Mr i 1U2F G 0 W 00 00, t ML700 Aquatica 10 Top Side Control Panel Jets 1 Button Press the"Jets 1"button once to turn pump 1 on or off, and to shift between low and high speeds. If left running,the low speed turns off after two hours and high speed turns off after 15 minutes. Jets 2-3Buttons Press the"Jets 2,3"buttons once to turn each of pumps 2,3 on or off and shift between low and high speeds. If left running,the low speed turns off after two hours and high speed turns off after 15 minutes. Light Button Press the"Light"button to turn the spa light system on and off.The LED light system is preprogrammed with an assortment of lighting effects.When you turn Light off and turn on again within five(5)seconds, it advances to the next effect. When you turn Light off for more than five(5)seconds, it remembers that last effect you selected.The next time you turn on the Light will display the same effect.The Light will automatically turn off after approximately four(4)hours. Circulation Pump Operation Your system is equipped with a circulation pump.The circulation pump provides 24-hour continuous water circulation and filtration.The circulation pump turns over the entire spa water capacity at a minimum of one time every hour (depending on water capacity). It works like this: a dedicated,energy efficient circulation pump constantly draws water from the spa, runs it through the filter 1 and the heater(heating only when necessary),then back to the spa.The ozone output is on whenever the circulation pump is running. The Circulation pump wi:l turn off for 30 minutes at a time when the water temperature reaches 3°F(1.5°C) above the set temperature(most likely this wi:l happen in a very hot climate or during summer). Heater Operation 00 •....• ••00:0 .. . .... • Your spa is equipped with an electrical heater. By setting your thermostat toj i••• ••0-• 00000• desired temperature,your heater will automatically turn on and off as needed. • The temperature set point(set temperature)can be adjusted from 70°F to •**Ogg :•••• Page •••• • .. ••••. For HFLP,call 727.5739611 •••••• • •• ••i••• •• •• •••• •••••• • •••••• • • • • • • •••••• 1041F/211C-401C. To raise the set temperature press the"Warm Arrow Up" button.To lower the set temperature, press the"Cool Arrow Down"button.The start up temperature is set at 1000F/37.51C.The last measured temperature is constantly displayed on the LCD. In Economy mode the heater heats the spa water only during filter cycles. In sleep mode the heater heats the spa water to within 20°F(11°C)of set temperature only during filter cycles. Filter Cycle Programming—Optional for US/Canada Only Additional water circulation, filtration and ozonation(filter 2)added to spa system. Two speeds pump 1(Low)running during pre-programmed filtration cycles. At the start of each filter cycle the blower(if equipped)will run for 30 seconds; and the pump 1 (low)and, if equipped, pumps 2-4(high)will run for 30 seconds to prevent the spa water from becoming stagnant in the plumbing and air lines and improve skimming action to remove debris and suspensions from the water surface. Your spa came programmed from the factory with these defaults.The first filter cycle is automatically activated at 8 a.m. and operates the pump 1 until 10 a.m. The filter indicator icon on display will light when filter 1 cycle is running. The second filter cycle is automatically activated at 8 p.m.and operates the pump 1 until 10 p.m..The filter indicator icon will light when filter 2 cycle is runn;ng.To program custom filter cycle setting, press"Time"+"Mode/Prog" button+"Mode/Prog"+"Mode/Prog"within 3 seconds.The Program, Filter 1, Filter 2, and Start Time icons will appear on the display. Press"Warm"or"Cool"button to choose the Filter 1 start time hour. Each press changes the start time by 5 minutes. Press"Mode/Prog"button to enter minutes. Press"Mode/Prog"to see the Program, Filter 1, and End time icons.Adjust time as done above. Press"Mode/Prog"button to see the Program, Filter 2,and Start time icons. Proceeds as above. Press"Mode/Prog"button to see the Program, Filter 2,and End time icons.Adjust time as previously stated.. Press"Mode/Prog"button again to enter the new filter time setting in system and display the current water temperature. Press"Time" button at any time during this programming sequence to save the values entered up to that point and exit programming. Ozone System Your spa is equipped with two ozone purification systems(only Deluxe models). You will find that your spa water stays fresh and dear with significantly less chemical sanitizer usage.You will be able to go longer between complete spa draining. The ozone generator 1 operates in conjunction with the circulation pump and ozone generator 2 running with two speeds pump 1 at low speed in programming filtration cycles. Ozone generator 1 is on any time the circulation pump is running. Freeze Protection 000000 If the temperature sensor detects a temperature drop to 44°F(6.7°C)within lihe 0::6 •••• • heater,then the pump automatically activates to provide freeze protection.The* : • �. equipment stays on until four(4) minutes after the sensors detect that the spa••:•• "" ""•' water temperature has risen to 45°F(7.2°C)or higher. In colder cl;mates,an'•••" ;....; Paged ..•• . •. ...•• For HELP call 727.573.9611 •••••• • •• ••:••• •• •• •••• •••••• • • • • • •••••• optional additional freeze sensor may be added to protect against freeze condition that may not be sensed by the standard sensors.Auxiliary Freeze sensor protection acts similarly except with the temperature thresholds determined by the switch and without a four(4)minute delay in turnoff. See your dealer for details. Locking the Panel Press"Time", "Jets 1"then"Warm Arrow Up"buttons within three(3)seconds. When locked,the"PL"indicator light will light.All buttons are frozen except the "Time"button. To unlock the panel, press"Time", "Jets 1"then"Cool Arrow Down." Locking the Temperature Setting Press"Warm Arrow Up"or"Cool Arrow Down"then"Time,""Jets 1,"and "Warm Arrow Up"buttons within three(3)seconds to activate lock.When locked,the "TL"indicator light will light when the set temperature is locked.To unlock the set temperature, press"Warm Arrow Up"or"Cool Arrow Down"then"Time", "Jets 1," and"Cool Arrow Down." Swim spa control power limitations The swim spa and spa protected 60A GFCI (maximum spa load could not exceed 48A). The swim spa control deactivate heater if any High speed pump is running. The swim spa control allows only three High speed pumps running at same time. Auxiliary panel AX20(only for Aquatica 14, 16, 18) Auxiliary panel AX20 installed on spa side. Press the"Jets" button once to turn pump 1 on or off, and to shift between low and high speeds. If left running,the low speed turns off after two hours and high speed turns off after 15 minutes. Press the"Light"button to turn the spa light system on and off. Error Codes MESSAGE MEANING ACTION REQUIRED none o message on display. The control panel is disabled until I Power has been cut off to power returns. Hot tub settings are hot tub. _ ,preserved. _ OHH The hot tub has shut down Do not enter the water. Remove the •••• HH from high heat detection. cover and allow the water to cool. •••••• •••••• One of the sensors Once cool, push any button. If the • detected 118°F(48°C)at hot tub does not reset,turn off the • 0••• •6 the heater. GFCI and call service. •6•:•• 004: 6.0.6• 0000.. 0000.. 0000 .. Page 6006 6 60 00000 For RFLP,call 727.573.9611 000000 • 00 66:666 66 66 6000 0006•• • •66.6• • • • • • • 06660• •666•• • • :00099 • • • 666666 00 6 0606 6 6 • 6 • MESSAGE MEANING ACTION REQUIRED UHS TFe hot tub has overheated Do not enter the water. Remove the OH and shut down. One of the cover and a;;ow the water to cool sensors detected that the At 1070F(420C),the hot tub resets hot tub water is 110°F automatica;;y. If the hot tub does (43°C). not reset,turn off the GFCI and call _ service. ICE Potential freeze condition No action required. The pump will IC detected(Ice) automatically operate regardless of the hot tub status. SnA Sensor A is not working Check the sensor" 'plug SA correctly. Hot tub is shut connection to circuit board.The down. problem may appear temporarily in an overheat situation and disappear when the heater cools. If the ,problem persists, contact service. , SnB Sensor B is not working Check the sensor"B"plug SB correctly. Hot tub is shut connection to circuit board.The down. problem may appear temporarily in an overheat situation and disappear when the heater cools. If the problem persists, contact service. SnS ensors are out of ala nce. this alternates with the Sn temperature, it may be temporary If the display shows only this L message(periodically blinking),the hot tub is shut down.If the problem persists,contact_service. HFL A substantial difference Check water level in hot tub and HL between sensors was add water if necessary. Be sure that detected(possible flow slide-valves are open. Make sure problem). the pump is primed and has power. If the problem persists, contact service. LF —Co-w Flow—persii_s7ent Hea ing a ili of 1he hot tubw;.I not problem. Displays after the reset automatically; press any fifth occurrence of the"HL-" button to reset. message within 24 hours Heater shuts down but other hot tub functions run 1 normaly. dr Inadequate water, poor Check the water level and add flow, or air bubbles detected water if necessary. Be sure that in the heater. Hot tub is shut slide-valves are open. Make sure down for 15 minutes. the pump is primed and has power. 0000 Press any button to reset ....• . ...... (automatically reset within 15 • •.• • minutes). If the problem persists• 6 :••• • contact service. •••�•• 0000 0000•• 0000•• • :0-00: • • 000•• 0000 •• • • 6 • — 0 • • • 0000 • •6 0••66 ••6060 • •• 00000 6 • • • •• 06 0000 0006•• • 6600•• • • • • • • • 0000•• 0 0 066 • 6 0 •06600 06 • 0060 • 0 • • MESSAGE MEANING ACTION REQUIRED dtY Inadequate water aetected CheckUheck water level in hot tub.Add dy in heater. Displays on third water if necessary. Be sure that occurrence of"dr"message. slide-valves are open. Make sure Hot tub is shut down. the pump is primed and has power. Press any_button to,reset. _ Pr When the hot tub is first The Priming mode runs for up to activated, it goes into four minutes and then the hot tub Priming mode. begins to heat and maintain the water temperature in Standard mode. --F Temperature unknown Alf eFe pump has been runn;ngfor two minutes,the temperature will be displayed_ --C Temperature unknown After the pump runs for two minutes,the temperature displays --777—- Te'mperature no current The hot tubisn either Economy or Sleep modes and the pump has not run for a while. To view the current temperature,switch to Standard mode or operate Jets 1 for at(oast -_ _ _ one.minute. SbY Hot tub is in standby mode Press any button except Jets 1 to — --- - _ leave Standby mode. �PHL_—pH is low Ad ,p_ -ilTncreaser p up,�} PHH pH is high — Add pH decreaser(pH down) _ Sanitizer is low _Add�san:tizer SAH Sanitizer is high Remove hot tub cover and allow sanitizer to evaporate drn' --rump—is n during Standby ress Jets 1 to turn ofpump once mode to assist in draining the water has drained out the water rtC Hardware fa'.:ure Contact customer service PSt Hardware,fa.ure Con act customer service CrC Firmware install problem Contact customer service if this message appears on more than one power up FE Conjuration error. Hot Tub—Contact customer service cannot start up - 9FI Could not trip GFCI Contact customer service and do not use the hot tub. Pump a _ ppears to be stuck Contact cusfomer service an o L2! on _ not use the hot tub HOt Pump was stuck on the last Contact customer service and do time it was powered on not use the hot tub Does Reminder Messages • .... ...... Message Frequency_Action Required rPH 7 day§. Test and adjust Hch m ca ev� eT—Ts.j•••••• •••• •••••• rSA 7 days Test and adjust sanitizer chemical levels. •••••• • Pagel •••• • •• •••.• For HELP,call 727 573.9611 • •• s Message Frequency Action Required rCL 30 days�Remoye,clean,_and rens all fil er rt9 30 days Test&reset GFCI breaker_. rdr 90 da s Dra,n,and refill hot tub_ rCO 180 days Clean and condition cover. �rtr 180 days_Clean and condition exterior surfsces.. `] rCH 365 days Install new filter. __rCA As nee ded_Install newMineralcartridge 1 Table-Domestic/Export Electrical Specification Chart(see pages 10-14 of Swim Spa Owner's Manual,part#7068 for details Model Spa side Swim side Volts/ Amps GFCl/ Wire control, control,spa Frequency RCD size spa panels panels Aquatica X12, AX20 PEL2SWIM/ 240/120/60 48 60 3 Wire Aquatica X14, ML900 #6+Grd Aquatica X18 Aquatica X12, N/A PGL2P3 or 220-240/50 1x32, IEE 3x4mm2 HSEX2000 3x16 WIRE Aquatics X14, /ML700 REG 5x1.5 Aquatica X18 mm2 (Export) Aquatica X12, 220-240/50 1x32, IEE 3x4mm2 Aquatica X14, GS500Z/ 2x16 WIRE Aquatica X18 VL260 N/A REG 5x1.5 (Export) mm2 Aquatica X10 N/A PEL2P3S2 240/120/60 48 60 3 Wire ML700 #6+Grd Aquatica X10 N/A PGL2P3 220-240/50 1x32, IEE 3x4mm2 (Export) HSEX2000 2x16, WIRE 5 x1.5 ML700 3x16 REG mm2 .••..• 0000 .000.0 0.00.0 . . • 00.00• Page 0900 • •• 0,000 For HF1 P.call 727.573 9611 • •• 0000• •• •• 0000 0000•• • 0000•• • • • • • • 0000•• 0000•• •• • 0000 • • 7a% 1u BARCODE KI KI K9 ElMTC _e K2 AV M ^ K11 i370A ISd/ KT WI F6 30A © 15 20 �., F730A KI a O X12 M 137 WI11 112 LIGtsT W7 / U = t v O gypp- yp}�� f fA 7A 7SOV 72 i3 wl 2 YJ2 n J3 lVICQ1 AUe wNNE N i70.3A say Z M/K LI Tst w� BLACKCl iso ® 170 REn 17, 19t IIPN1=71ME SAVED MAIN ®/9112 SW-SW NSAVED yyq l7e KiT SWDC1•AW N(A SSV8ANKOi ARCM 8 RED 16 t12 OQ lMOT K7 _ � !t3 792 JA MOM R-7`� NTR.i MTCT[i ®oe o 0 O IOROUE RANGE SENSORA FOR HEATER CONNECTIONS: SENSOR 301D 35 IN.LES. 55 kW NEMER = M., TOP !l It wt X-s CONNECT ONLY TO CIRCUITS PROTECTED BY A CLASS A GFCL A DISCONNECTING MEANS MUST BE INSTALLED WITHIN SIGHT FROM THE EQUIPMENT AND AT LEAST 5 FEET(1.52 M)FROM THE INSIDE WALLS OF THE POOL,SPA,OR HOTTUB. USE COPPER CONDUCTORS ONLY. EMPLOYER UNIQUEMENT DES CONDUCTEURS DE CUIVRE. N6 AWG MIN.WIRE=75' FOR SUPPLY CONNECTIONS, USE CONDUCTORS SIZED ON THE BASIS OF 60'C AMPACITY BUT •••• RATED MINIMUM OF 75'C. • • •••• •••••• TORQUE RANGE FOR •• • :••• •• MAIN TERMINAL BLOCK(TBI): •••f•• •••• •••••• • 27-30 IN.LBS. •••••• • • • Page •••• • •• ••••• For HELP,u"727.573.9611 •••••• • e• ••i••• • • • • • •••••• CHARLES C MITCHELL P.E ENGINEERING, RG No 0011127 Office: 305-336 5069 Date: March 20, 2016 City of Miami Shores Building Department Owner: Alejandro J. Leal & Clarisa Leal Project: Visual Structural Inspection (As Built Report) Residential (Wood deck to be legalized) .... Address: 32 NE 91 ST '.. '. . . Miami Shores, Fl, 33138 ' ...... .... ...... Folio: 11-3101-020-0050 '••"' ' Dear Sir or Madam: ' ...... . 0.0 . ..... . . . .. .. ..... ...... I hereby attest that to the best of my knowledge and professional jt�tf66?nt, the'. ..�:�. work is structurally sound as built and the addition and repairs corrlpletply :...•• . satisfied the requirement of the Florida Building Code. '••' 0.00 0 . . My statement is based on the following procedure: detailed, methodology. The ' inspection was performed by means of visual observation Date in which the construction was done: Approximately 06/12/2012, as per owner. Wood Deck, consist the following: Existing 2x8 continuous wood ledger connected to existing residence with 1W diam. Wedge anchor @ 12" o.c. x 4-1/2" embedment. Existing 2x8 wood joist @ 24" o.c. connected to wood ledger with metal strap (NU-VUE - NVJH26). Existing 2X8 wood joist connected to existing 44 wood post with s/" diam. Lag bolts. @ 48" o.c. The existing foundation consists in 12"x24" concrete foundation. Existing continuous runners w/2-10d nails at each intersection member. Date of Inspection: 03/16/2016 Results: Approved Conclusion: This work complies with all requirements of the current Florida Building Code, Ordinance No. 02-44 and/or South Florida Building Code Section 301.5(k) Amending Chapter 8 of the code of Miami Dade County with permit applications and any plant approved by the Building Official if applicable. "As a routine matter, in the order to avoid possible misunderstanding, nothing in the report should be constructed directly or indirectly as a guarantee for any portion of this structure. to the best of my knowledge and ability, this report represents an accurate evaluations of observed conditions, to the extend reasonably possible. Name: Charles C Mitchell P.E. ' . . .... ...... Address: 924 Federal Hwy. ...... .... ...... Hollywood, FI 33020 Telephone: 305-336-5069 "•• •• ••••' ...... . .. ..... • . • ,..... . . . ....% . . ...... 000:00 0 00 0 Architect/Engineer Signature 'OeWAe CHARLES C MITCHELL, 0000 . . 0000 0000.. STRUCTURAL CALCULATIONS •..;.. ..:. .. 0000 0000.. Project: • 0000 . .. 0 000. WOOD DECK LEGALIZATION •••••• .. • 0000 0000 0000.. 0000.. • . . . . 0000.. 0000.. 0 , 0 .. . 0 .0.0.0 _ 0000 0 Table of Content •• Description Page Input Data 1 Wind Pressure for Components and Claddings 2 Structural Loads Design 4 Truss Design 5 Wood Beam Design 7 Pole Footing 11 V PROJECT: WOOD DECK LEGALIZATION Date: 15-Mar--16 TASK: Proj.1 . . . .... ...... WAND CODE REQUIREMENT:FBC 2010 AND ASCE 7-10 ' BuildingMMiamM!-DadeCountyBroward Cou Other• ounties•••Cate o V Uldm. V Service V UltifiC b Servic 1 156 121 arias " ari@S11 170 132 aries ants '111 and IV180 139 (Varies • • (Varies Service Factor to affect Ultimate Pressure,S= 33.60 : • ...... • WIND DATA Ultimate wind speed, V= 175 mph(3-sec. ust) • Building Category: If Exposure Category: C Opening Condition: 3 Enclosed Directionality Factor Kd= 0.85 GEOMETRY DATA Largest Building Dim., L= 48.00 ft Smallest Building Dim., B= 26.00 ft Roof Average Height, h= 5.00 R Roof Pitch x/12,x= 0.25 in 1.19 deg. Roof Overhang, Lo= 0.00 ft Building Enclosure Condition: (6.2 Definitions) 1 Open 2 Partially enclosed 3 Enclosed Area of wall considered for classification,Ag= 100.00 W Area of all other walls in building balance,Agi= 100.00 ft2 Total Area of Openings in wall,Ao= 0.00 ft2 0.00% Area of openings in building balance,Aoi= 0.00 ft2 0.00% 0.01Ag= 1.00 ft2 Min.of 4 ft2 and 0.01Ag= 4.00 W Ao/Aoi= 999.00 Aoi/Agi= 0.00 Open building condition: Partially enclosed condition: Is Ao> 0.8Ag? No Is Ao> 1.1 Aoi? Yes Is Ao> Min.? No Is Aoi/Agi<0.20? Yes Selected design condition: 3 Enclosed Gust Effect factor G = 0.85 Topographic Factor. Kzt= (I + K,KAY For Miami-Dade and Broward, K, = 0.00 Kzt= 1.00 1 WIND PRESSURE ON COMPONENTS AND CLADDINGS Project: WOOD DECK LEGALIZATION BASED ON ASCE 7-10,FOR BLDGS W/MEAN ROOF HEIGHT 5 60 FT Task: Ultimate Wind Speed,V= 175 mph Exposure: C Zo= 900.0 ft Conditions and parameters Ht., h= 5.00 ft a= 9.5 Roof Areas Walls Max.Truss Span, Lo= 8.00 ft Kd= 0.85 Kn= 1.00 Zone 0 171' 7<0<27 27<G<a Kz=Kh= 0.85 flag-► 1.00 0.00 0.00 10 Min. building width: B= 26.00 ft Roof pitch x/12,x= 0.25 in. Zone 1: -1.00 0.00 0.00 1.00 Min.of 0.1.8 vs 0.4 h= 2.00 ft O= 1.190 10%red. wall 4,5 -0.90 0.00 0.00 0.70 Max.of 0.04•B or 3 ft= 3.00 ft Roof parapet height, hp= 0.00 ft Zone : -1.80 -1.10 Then Zone 5 width a= 3.00 ft See Note 3 below wall 4 -1.10 0.00 0.00 -0.80 Enclosure Condition: 3 (GCpl)(+)= 0.18 Zone 3: -2.80 0.00 0.00 -1.40 Overhang: 0.00 ft (GCa)[-]= -0.18 (wall 5) -1.10 0.00 0.00 -0.80 Overhang(GCpl) = 0.00 Zone 1,2,31 0.30 0.50 0.90 100 POS.Pressf 0.20 0.30 0.80 500 Are press.on zone 4-5 for windows? N Max. Cladding Area: 10 SF Max.Wail Area: Calculation of wind pressure for Ultimate Wind Velocity: Basic Veloc.Pressure: qz=0.00256-K,-Kt-Kd-V' qh= 56.67 psf p a pun= gh•[(GCP)-(GCpi)l Calculation of wind pressure for Service Wind Velocity: Factor to affect Ultimate Pressure, S= 0.60 (From'Input'sheet) Poe = S•pelt 00 000 .• • . • . . . . .00 • . •• • • • • Note: Kd is used in conjunction with ASCE load combinations. See sheet'Load' •• • • • • ••• • 00 000 00 0 0 0 00 . ... .. ... . . . . . .. . ... . . .. . . . . . . . . . . . .• 000 000 . . • . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . COMPONENTS AND CLADDINGS ON BUILDING SIDES Edge Effective Cladding!!fl2tiv1e5 c %Cladd. (GC,)[+j Ultimate Pressure Service Pressure Distance Width Height ea in Zone 4 GC p[+] p H p[+] p[-] Mark ftft ft Zone 5 and 5 Zone 4 Zone 5 sf sf sf f Wall Zone 4 3.00 3.00 5.00 0.00 0.97 -1.07 -1.34 58.5 -63.6 35.1 -38.2 Wall Zone 5 0.00 3.00 5.00 15 100.00 0.97 -1.07 -1.34 68.5 -77.3 36.1 -46.4 (") Claddings in this program are defined as attachments or elements other than wail and roof framing structures. Notes: 1. Plus or minus signs indicate pressure acting toward and away from the surface, respectively. 2. Pressure values aiven on the last two columns have the influence of Zone 5 already included. COMPONENTS AND CLADDINGS ON ROOF • Edge Effective Cladding Effective %Cladd. (GCP)(+] Ultimate Pressure service Pressure Distance Width Length Area in Zone 1, (GC )(-] p[+] p[-] p 1+1 p 1-1 Mark ft ft ftZone 2 2 and 3 Zone 1 Zone 2 Zone 3 sf f sf f Roof Zone 1 3.00 2.67 8.00 0.67 0.00 0.30 -1.00 -1.80 -2.80 27.2 -66.81 16.3 -40.1 Roof Zone 2 0.00 2.67 8.00 0.67 100.00 0.30 -1.00 -1.80 -2.80 27.2 -112.0 16.3 -67.2 Roof Zone 3 0.00 2.67 8.00 0.67 0.00 0.30 -1.00 -1.80 -2.80 27.2 -168.6 16.3 -101.1 1st Int. Rafter 1.00 2.00 16.00 32.00 100.00 0.25 -0.95 -1.45 -1.94 24.3 -92.0 14.6 -55.2 Other Int. Rafters 3.00 2.00 16.00 32.00 0.00 0.25 -0.95 -1.45 -1.94 24.3 -63.9 14.6 -38.3 (') Claddings in this program are defined as attachments or elements other than wall and root f-ramin$structures. •, Notes: 1. Plus or minus signs indicate pressure acting toward and away from the surface, respectivelYs •.. 2. Pressure values given on the last two columns have the influence of Zone 2(only)iripjuded tee Dote$biPow.• . 3. Claddings within zone 3 and/or w/areas affected by zone 2 on more than one side must be analiied separately. . ... .. ... . . ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Project: WOOD DECK LEGALIZATION L.% Task: STRUCTURAL DESIGN LOADS •••••. . . .... ...... Deck Loads " •••• • ...... .... ...... DEAD LOAD • TrusseWRafters 5 psf .••••. •• • • .... . .. ..... Mech.ducts&Misc. 5 psf ...... .. ..:..' Cig. &Insul. 0 psf Other 10 psi Fa ored Load"" "'•;• Total DL= 20 psf 1.2 • 24.0 psf • LIVE LOAD 100 psf 1.6 6..-1q0.0 psf.... ...... Total: 120 psf 1.53 184.0 psf • WIND LOAD As per attached Wind Pressure Calculation.See Sheet'CladLo' WIND NET UPLIFT(For 1-story areas) ASCE 7-10 Applicable Load Combination: Comb.7: 0.613+0.6W D=Dead Load W=Wind Load 0.61= 12 psf Designers selection of Minimum D.L.for uplift caic.: Use 0.6D or 10.0 psf whichever is smaller Roof Zone 1 x 0.6= 40.1 psf Less minimum DL 10.0 psf Net Uplift= .30.1 psf Roof Zone 2 x 0.6= -67.2 psf Less minimum DL 10.0 psf Net Uplift= -57.2 psf From MWFRS x 0.6 -65.4 psf Less minimum DL 10.0 psf Net Uplift= -55.4 psf Project: WOOD DECK LEGALIZATION 61) Task: TRUSS REACTION CALCULATION .•••• USING COMPONENT & CLADDING FORCES (FBC-201 0&ASCE 0000.. 0000 -- 0000.. GRAVITY LOADS From Sheet'Load': • • 0000.. Net Total Load,w= 110 psf • 0000 0 00 00000 0000.. 0000. NET UPLIFT REACTIONS U-Net Uplift Reaction ..• ••*..0•• ••• G=Gravity Reaction 00 Type Yes for application of the note below . 0 :""' Note: Factor of 0.6 to ultimate wind-speed pressure has ALREADY been applied on sheet'Coed= From Sheet'Load': Net Zone 1 Uplift: p, = -34.10 psf From Sheet'Load': Net Zone 2 Uplift: p2= -61.20 psf From Sheet'CladLo': a= 3.00 ft To account for Zone 2 at interior areas, p, is affected by c= 1+(4a/1-T)(p2-1)1)/p, For Jack and Hip Trusses, p, is affected by c= 1+(2a/LT)(p2-pl)/p, Max. value of c= 1 + (p2-pl)/pt (when 4a>LT) for regular trusses Max.value of c= 1 +(p2-pl)/pl (when 2a> LT) for jack trusses or monoslope roofs For Girder-Trusses b=Trib.Width Uplift is a function of Gravity Reaction G as follows: U= [(cp1/w)•G+(p2-p1)-a-b]= -0.310•c•G -01.3•b Lb Note: Where Zone 2 at support does not apply, 2nd factor is set to zero For all Typical Trusses Uplift is a function of Gravity Reaction G as follows: U= ([cp1 +(2-a/LT)•(p2-p1)]/w)•G=( -0.310•c 4.47811L T)•G Lb Note: Where Zone 2 at support does not apply,2nd factor is set to zero TRUSS AND RAFTER REACTIONS �--' Truss 1 wind Upfift wind Upf ft Wind Uprdt Wind UpW• • ""Vpiift • Zone 2,a=3.00 ft Zone 1 Zone Z 2a-6.00 ft Zone 1 000]0* Zone2*ew 3.00 ft ••••; Gravity Uniformly Distributed Load over • .. .. .... ...... �-- 0.00 —� 8.00 ---- 2.00- Span, .00-Span, L= 8.00 ft (C.to C.supports) Overhang, Lo= 2.00 ft C.supp.To edge,One Side Only Side: O Truss Spacing, b= 2.00 ft (Side: O=One, B=Both) Single Overhang is always assumed at the RIGHT side Member Type: T (T=truss, G=Girder-truss) (See calc.of uplift Total LT= 8.00+2.00= 10.00 ft Apply factors above) C= 1.79 Zone 2 Net Uplift RL= 110.00.2.00.8.00/2= 880 Lb Y -620 Lb RR= 110.00.2.00-(8.00/2+2.00)= 1,320 Lb Y -930 Lb Truss 2 Wind Uplift j_jwMndUr Wind UpMt wind Upfilt Wind Uprift Zone 2,a=3.00 ft Zone Zone Z 2a=6.00 ft Zone 1 Zone 2,a= 3.00 ft Gravity Uniformly Distributed Load —3.00 — --- — 8.00 t 3+00--1 Span, L= 8.00 ft (C.to C.supports) Overhang,Lo= 3.00 ft C.Supp.to edge,both sides Side: B Truss Spacing, b= 2.00 ft (Side: O=One, B=Both) Member Type: T (T=truss,G=Girder--truss) (See caic.of uplift Total LT= 8.00+2.3.00= 14.00 ft Apply factors above) C= 1.68 Zone 2 Net Uplift RL= 110.00.2.00.14.00 12= 1,540 Lb Y -965 Lb RR= RL= 1,540 Lb Y -965 Lb Title Block Line i Title: Job# You can changes this area Dsgnc using the'Settings"menu item Project Desc.: and then using the'Printing& Project Notes CT Title Block'selection. Title Block Line 6 P(W*d•21 MAN 2016,10:47PM Wood Beam Desi n Fk DabRaMMnornon�.eo6 9 ENEROkLG 1W-1883-2010.Ver V.03 Mau Description: guy Wood Joist • 000 •••• •0 9••• •• 6 4640 Material Properties _ _ Calculations pe*MQ 2W6,CEK>2W7,2005 wos.:. Analysis Method: Allowable Stress Design Fb-Tension 1100 psi E:ModalAVElasfirtity 6 • • 0 . Load Combination 2010 Fb-Compr 1100 psi EWV. ;•.14Q •000.Qksi • Fc-Pril 1450 psi Erniff d-xx • eS Oksi 6 6 6 6 6 Wood Spaces :Southam Pine Fc-Perp 48Q psi .00040 6 00 60:60' Wood Grade :No.2 Non-Dense: 2"-4" Thick:8"Wd Fv 175 psi 00 0 0.6 00:.0• 6 6*6 6 6 Beam Bracing : Completely Unbraced Ft 600 psi D•rlsili►6. • 35A4pcf 00 666.46 64..66 . 4 66.66. 64 4 0000 6 0.02 L0.2 D0.02 L0.2 1)0.02 L0.21 • 2.8 2xa 2x8 Span=4.0 ft Span=8.0 It Span=4.0 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.020, L=0.20 k/lt, Tributary Width=1.0 ft,(gravity) Load for Span Number 2 Uniform Load: D=0.020, L=0.20 klft, Tributary Width=1.0 ft Load for Span Number 3 Uniform Load: D=0.020, L=0.20 ktft, Tributary Width=1.0 It DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.878 1 Maximum Shear Stress Ratio = 0.613:1 Section used for this span 2x8 Section used for this span 2x8 fb:Actual = 915.07psi fv:Actual = 107.30 psi FB:Allowable = 1,042.32psi Fv:Allowable = 175.00 psi Load Combination +D+L+H Load Combination +D+L+H Location of maximum on span = 8.000ft Location of maximum on span = 7.494 ft Span#where maximum occurs = Span#2 Span#where maximum occurs = Span#2 Maximum Deflection Max Downward L+Lr+S Deflection 0.091 in Ratio= 1058 Max Upward L+Lr+S Deflection -0.009 in Ratio= 5571 Max Downward Total Deflection 0.101 in Ratio= 950 Max Upward Total Deflection -0.010 in Ratio= 5003 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Values Summary of Shear Vagres _ Segment Length Span# M V C d Mactuat Ib-design F"Now Vac tual fv-0eslgn Fv allow Length=4.0 It 1 0.086 0.062 1.000 -0.10 93.19 1,079.81 0.08 10.93 175.00 Length=8.0 it 2 0.089 0.062 1.000 -0.10 93.19 1,042.32 0.08 10.93 175.00 Length=4.0 it 3 0.086 0.062 1.000 -0.10 93.19 1,079.81 0.06 10.93 175.00 +D+t+H Length=4.0 It 1 0.847 0.613 1.000 -1.00 915.07 1,079.81 0.78 107.30 175.00 Length=8.0 ft 2 0.878 0.613 1.000 -1.00 915.07 1,042.32 0.78 107.30 175.00 Length=4.0 ft 3 0.847 0.613 1.000 -1.00 915.07 1,079.81 0.57 107.30 175.00 Title Block Line I Title: Job# You can changes this area Dsgnr using the'Settings!menu item Project Desc.: and then using the Wrifing& Project Notes: Title Block"selection. Title Block Line 6 P*ftd:21 MM 201k 1&.47M Wood Beam Design Fk- CDOWFlee=nommmed ENERCAM NQ 19a201%Mor 6.1.03 1 MR,UM ,, 7!77,77777 !77 Description: Existing Wood Joist Overall Maximum Deflections-Unfactored Loads Load Combination Span Max.'2 Deft Location In Span Load Combination Max. Deft Location In Span 1 0.0000 4.051 D+L4U -0.0091 2.886 D4L4U 2 0.1010 4.051 0.0000 2.886 3 HOW 4.051 D+L4Lr -0.0096 1.165 Vertical Reactions-Unfadored Support notation Far left Is#1 Values in IOPS Load Combination Support 1 Support 2 Support 3 Support 4 0 Fe f i CM—A)(m—m i 0-196--f-56I-1-587—0.195 D Only 0.020 0.162 0.162 0.020 L Only 0.175 1.425 1.425 0.175 D+L+S 0.195 1.587 1.587 0.195 D+L+Lr 0.195 1.587 1.587 0.195 00000 • • 0000 0000 0000•• 0000•• 0 00 • 0 00 • ...... .... • 0 • 0000 :0000: Title Block Line 1 Title: Job# You can changes this area Dsgnr using the'Settings'menu item Project Desc,: and then using the'Printing 8 Project Notes: Oq Title Block'selection. Title Block Line 6 Rimed:21 MAR 2016,11:02M Wood Beam Design Nis 0n01nK=AEA ENEKALCG W.1983.2010,Vx.6.1.0311 1111M Em Description: E)Mng wood Joist - Material Properties _ Calculations per IBC 2006,CBC 2007,2005 NDS Analysis Method: Allowable Stress Design Fb-Tension 1100 psi E:Modulus of Elasticity Load Combination 2010 Fb-Compr 1100 psi Ebend-xx 1400ksi Fc-Pdl 1450 psi Eminbend-)m 510 ksi Wood Species :Southern Pine Fc-Perp 480 psi Wood Grade :No.2 Non-Dense: T'-4" Thick:8"VVid Fv 175 psi Beam Bracing : Completely Unbraced Ft 600 psi 35.44paf 0.0 L 0.12 O.02 L 0.12 D(O.021 U& 2x8 2x8 2x0 Span-e.0 ft spas-9.0 ft Span-4.0 ft _Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads 0000 Load for Span Number 1 •0000 0 000• 0 0 0 0 0• Uniforrn Load: D=0.020, L=0.120 k/ft, Tributary Width=1.0 ft,(gravity) •• :00* 0• Load for Span Number 2 0 0 0 0 0 0 • Uniform Load: 0=0.020, L=0.120 k/ft, Tributary Width=1.0 ft0 •••••• 000.. • • • Load for Span Number 3 0000 0 0000.. Uniform Load: D=0.020, L=0.120 k/ft, Tributary Width=1.0 it 0 •0 • DESIGN SUMMARY 0, •• Maximum Bending Stress Ratio = 0.886 1 Maximum Shear Stress Ratio r.•.0• OAS :1 ""• Section used for this span 2x8 Section used for this span '•Yxe •••••• tb:Actual = 923.89psi fv:Actual � �: 86.20 psi • FB:Allowable 1,042.32 psi Fv:Allowable • %75X psi ••••:• Load Combination +D+L+H Load Combination '+D+L+H Location of maximum on span = 8.000ft Location of ma>amum on span =' 0••1.414 it ••.. Span#where maximum occurs = Span#1 Span#where maximum occurs = Span*1 Maximum Deflection Max Downward L+Lr+S Deflection 0.081 in Ratio= 1178 Max Upward L+Lr+S Deflection -0.003 in Ratio= 17673 Max Downward Total Deflection 0.097 in Ratio= 991 Max Upward Total Deflection -0.003 in Ratio= 14864 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Summary of Moment Vakies Summary of Shear Values Segment Length Span# M V C d Mactrral fb-design Fb-allow Vardkral Iv-design Fve3ow Length=8.0 it 1 0.141 0.078 1.000 -0.16 146.84 1,042.32 0.10 13.70 175.00 Length=8.0 it 2 0.141 0.078 1.000 -0.16 146.84 1,042.32 0.09 13.70 175.00 Length=4.0 it 3 0.070 0.078 1.000 -0.08 75.30 1,079.81 0.05 13.70 175.00 +D+L+H Length=8.0 it 1 0.886 0.493 1.000 -1.01 923.89 1,042.32 0.62 86.20 175.00 Length=8.0 it 2 0.886 0.493 1.000 -1.01 923.89 1,042.32 0.56 86.20 175.00 Length=4.0 it 3 0.439 0.493 1.000 -0.52 473.79 1,079.81 0.34 86.20 175.00 Title Iiiock Line I I Itle: Job# You can changes this area Dsgnr using the'Settings'menu hem Project Desc.: and then using the'Printing& Project Notes: Ok Title Block"selection. Tide Block Line 6 Pdr&-d-21 MM 2016,110" Fik e&=A&d3&abADommwftWWRCALC DO FksM nmnemacR 6 --- If Wood Beam Design ENERCALA INC.1983-4010,Ver.V e- 777-,"! Description Exis"Wood Joist Overall Maximum Deflections-Unfactomd Loads Load Combination Span Max.�--Deft Location in§p—an —Load Combination Max.'+'Deft Location in Span D+L+Lr 1 0.0968 3.544 0.0000 0.911 D+L+Lr 2 0.0390 4.456 D+L+Lr -O.0021 0.405 D+L+Lr 3 0.0002 3.241 DA41J -0.0032 0,911 Vertical Reactions-Unfactored Support notation:Far left Is#1 Values in IOPS Load Combination Support 1 Support 2 Support 3 Support 4 �veraqWarriurn Oiw 1.329 D Only 0.071 0.211 0.147 0.025 L Only 0.374 1.118 0.777 0.131 D4L+S 0.444 1.329 0.924 0.156 D+L+Lr 0.444 1.329 0.924 0.156 Sege 000*00 go ...... 00*0 Project Title: Engineer: Project ID: Project Descr: CA) Title Block Line 6 _ - Punted 23 MAR 2016,9rW Pole Footin Embedded in Soil File=CWUJM1YHCE3-1WOCUME-11ENERCA-110PEECH-1.EC6 9 ENERCALC,INC.1983.2014,Wld:6.14.9.18,Ver-6.14.9.18 Desplption; WOOD POST EMBEDMENT DETAIL Code References Calculations per IBC 2009 1807.3,CBC 2010,ASCE 7-05 Load Combinations Used:ASCE 7-10 General/nfom►adon Pole Footing Shape Rectangular Footing Width............... 12.0 in Find Lateral Pressure for Given Depth No Lateral Restraint at Ground Surface Allow Passive.................. 150.0 pct Max Passive................... 2,000.0 Psi Embedment Depth of Footing 2.0 ft Controlling Values Governing Load Combination: +D+H Lateral Load 0,0 k Moment 0.0 k-fl sun surface Weral rrcsbvint -17NO Ground Surface Restraint _ rt i ,t Pressures at 1!3 Depth Actual 1.0 psf Allowable 100.0 psf FoctN Wkfit-11-T Footing Base Area 1.0 R"2 •• • +•+• • Maximum Soil Pressure 1.980 ksf ••• •• ++:. • Applied toads _ _ •" :09 .0 Lateral Concentrated Load Lateral Distributed Load Verticil Loaf! ••••. ++•M + • D:Dead Load 0.0 k 0.0 kilt •.'..' 1.lJi�(1 •• "" Lr:Roof Live 0.0 k 0.0 kN( ...�,� 0.320 k � L:Live 0.0 k 0.0 kNt • • 0.0 k' • S:Snow 0.0 k 0.0 Wft ' :)Alk;• "•••:• W:Wind -1.20 k 0.0 klft : •'• -1.20 k • • E:Earthquake 0.0 k 0.0 klft " • 00 It• �'••' H:Lateral Earth 00 k 0.0 klft 00 Load distance above TOP of Load above ground surface ground surface 1.750 It 0.0 It BOTTOM of Load above ground surface 0.0 ft Load Combination Results , Foroas Ground Surface Pressure 113 DW Soil Increase L - a Loeds-(k) -eft Actual-(psf) Atknv-(psf) Fedor +D+H 0.000 0.000 1.0 100.0 1.000 +D+L+H 0.000 0.000 1.0 100.0 1.000 +D+Lr+H 0.000 0.000 1.0 100.0 1.000 +D+S+H 0.000 0.000 1.0 100.0 1.000 +D+0.750Lr+0.750L+H 0.000 0.000 1.0 100.0 1.000 +D+0.750L+0.750S+H 0.000 0.000 1.0 100.0 1.000 +[R.60W+H 0.720 1.260 1.0 100.0 1.000 +D+0.70E+H 0.000 0.000 1.0 100.0 1.000 +D+0.750Lr+0.750L+0,450W+H 0.540 0.945 1.0 100.0 1.000 +D+0.750L+0.750S+0.450W+H 0.540 0.945 1.0 100.0 1.000 Project Title: Engineer: Project ID: Project Descr: Title Block Line 6 _ Printed 23 MAR 2016 919AM Pole FootingEmbedded in Soil Fk=CAUsmlYHCE3-11DOCUME-11ENERCA-110PEECH-1.EC6 ENERCALC,INC.1983.2DI4,&M:6.14.9.18,Vec6.14 9.16 l.1 �• • • Diego rilUK Description: WOOD POST EMBEDMENT DETAIL +D+0.750L+0.750S+0.5250E+H 0.000 0.000 1.0 100.0 1.000 460D+4.60W+4.601-1 0.720 1.260 1.0 100.0 1.000 +0.60D+4.70E+0.60H 0.000 0.000 1.0 100.0 1.000 0000 • 0000 • . . 0000.. .. • 0000 • 0000.. 0000 • 0000•. • 0000.. 0000 .• • 0000.. 0000.. • • • •• 0000. 0000•. . .• • • • . • 0000• •• •• 999• 0000•. 0000.• • 0000•. 0.00•• .. 0000 .0089• NOTE: ALL SHEETS MUST BE REVIEWED MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES Herbert S. Saffir Permitting and Inspection Center 11805 SW 26th Street(Coral Way) • Miami, Florida 33175-2474 • (786) 315-2000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE AND/OR ENVIRONMENTAL SERVICES GPROVID'Ef MUNICIPAL PROCESS NUMBER HERE U. Job Address N� I�5-� �ts2t� m Z Contractor No. Last four 4 digits of Qualifier No. Zw Folio �) "3)© � dol© �p50 OO ( ) 9 O w a aContractor Name ~> Lot Block m m a O z0 Qualifier Name O am Subdivision PBpg p LL j v? Address Metes and bounds City State_Zip [ ] New Construction on [ ] Demolish Vacant Land [ ] Shell Only Current use of property ,tee S►d-a n q/ w Alteration Interior LL [ ] Addition Attached 02 [ ] Alteration Exterior [ ] Addition Detached Description of Work d4 C z- W LUp Relocation of Structure[ ] [ ] Re-Roof a [ ] Enclosure [ ] Foundation Only 2 [ ] Repair [ ] Tent Sq. Ft. Units Floors `0 0 [ ] Repair Due to Fire Value of Work 3� O Chg.Contractor Owner1' Loa V1 W G. [ ] Category a [ ] Re-Issue a A Address 1.)C q t: [ ] MPLU v~i [ ] Re-Stamp y City�.�1f�Cmi Skwr�State Zip 33)311� o2c [ ] MLPG w [ ] Revision w Phone 90,)W }830y IL [ ] MMEC w [ ] Not Applicable for 3 Last four(4)digits of ^� [ ] O FIRE Fire Owner's Social Security No. (0 0Z Name r ' Owner P a Address / Q 2 F z Address w Y Cityr i`am1 S ka (oS State( Zip 3 J O Z City State—Zip- (L 0 Zipav CC LU a Phone )� � -� O y a Phone Z I am requesting a Special Request Plan Review(SRI)to be scheduled as soon as possible. There is a minimum charge of a 5¢ one-hour.Please contact the Fire Department for current rate. vo.w 0.w w 1 sl Request: Date: LL LU a¢ 2"d Request: Date: 31d Request: Date: Z 5 I am requesting Optional Plan Review(OPR)to be scheduled as soon as possible at the rate of$75 for each discipline. a- Additional review fees may apply. O oW 1st Request: Date: a- O 2"11 Request: Date: a¢ w 31d Request: Date: IL 123 01-192 1/16 BUILDING PERMIT CATEGORIES CATEGORY DESCRIPTION PERMIT TYPE BUILDING 01 GENERAL BUILDING—COMMERCIAL MBLD 02 SUB—GENERAL BUILDING—RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING &STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON-ELECTRICAL) MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES&SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD o 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE PLUMBING 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS &POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE St ORES Miamishores Village .e Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 �'��NTE�8�I Tel: (305) 795.2204 �LORiDA Fax: (305) 756.8972 BUILDING CRITIQUE DATE: 05-23-2016 PERMIT NUMBER: 16-1159 1. License contractor required for the project. 2. �lealth Department approval required. Ismael Naranjo, B.O, CFM Building Director RETNC Miami Shores Village SNo 1932 Building Department loss 10050 N.E.2nd Avenue Miami Shores, Florida 33138 y�ANr� Es it'sCy� Tel: (305) 795.2204 ZORiDp' Fax: (305) 756.8972 MAY 10, 2016 Permit No: DGT-4-16-1159 PLUMBING — OSVALDO DIAZ show location of septic tank and drain field Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, replace them with new revised sheets and place behind the most current page. UTSIDE AGENCY REQUIREMEN HRS/ DOH All permits or additions, pools, driveways, walks, etc. must be approved by S to ensure c pliance with septic system requirements. Where t apply: 11805 SW 26th Street Miami, FI 33175 PH 786-315-2444 FAX 786-315-2090 Hours 7:30 am- 4:00 pm DEPARTMENT OF ENVIROMENTAL RESOURCE MANAGEMENT (DERM) All permits for new single family homes, additions that include bathrooms, kitchens, and all commercial permits. Where to apply: 701 NW 1St Court, Suite 200 Miami, FI 33136 Ph 305-372-6789 Ph 305-372-6860 Hours 8:00- 4:00 IMPACT FEES All residential and commercial permits for additions, alterations, and new construction must pay impact fees at: Where to apply: 11805 SW 26 ST Miami, FI 33175 Ph 786-315-2670 Hours of operation: 7:30 am — 4:00 pm MIAMI-DADE WATER AND SEWER DEPATMENT (WASD) All permits for new single family homes and all commercial permits. Where to apply: 3575 South Lejeune Road Miami, FI 33146 Ph 786-268-5200 Oct.08/RV 8/31/09 MIAMI-DADE COUNTY FIRE DEPARTMENT PLAN REVIEW All commercial permits Where to apply: Herbert S. Saffir Building 11805 SW 26th Street Miami. FI 33175 Ph 786-315-2771 North Office for Plan Review: 18070 Collins Ave Sunny Isles Beach, FL 33160 (Open ONLY on Tuesdays from 12:00-3:00) DEPARTMENT OF TRANSPORTATION (FDOT) All permits for sidewalks and driveways on NE 2nd Avenue must be reviewed by Miami- Dade Public Works Department. FDOT approval is required on: NE 103rd Street NE 6th Avenue Biscayne Blvd. NOTICE OF COMMENCEMENT All permits that the value exceeds $2,500 must have a notice of commencement recorded with Miami-Dade County and then submitted to the Building Department. Where to apply: Recorders Office Miami-Dade (Downtown) 22 NW 1 st Street, 1 st Floor Ph 305-679-1040 Oct.08/RV 8/31/09 JOHN IBARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers r WWW.IBARRALANDSURVEYORS.COM 777 N.W.72nd AVENUE 1 2804 DEL PRADO BLVD SOUTH SUITE 3025 SUITE NO.202 UNIT 1 ' MIAMI,FLORIDA 33126 CAPE CORAL,FL 33904 ------- -- PH: (305)262-0400 PH: (239)540-2660 FAX:(305)262-0401 FAX:(239)540-2664 Irv\ w z i NE91stst m NE91st St 91st;I L-` ••G• • •••• • •• • • 0000•• •••• 0000•• • • • • 0000•• Z •••••• f • • • •• ••NEI%h St NF 90th St NE 90th St • • • • n 00000 •• • 0000 • • 0000• •• • •00.00 MIIhW •••••• 00" •• •• ..,r 000080 FAn • •••• • •••• 40CATION SKETCH VIEW OF SUBJECT PROPERTY •••4, 4CAt,G f%V.T.S. 32 NE 91st STREET,MIAMI SHORES,FL 33138 • •••• •• ABBREV/AT7ONS =A E T.P. =ELECTRIC TRANSFORMER PAD ORB. =OFFICIAL RECORDS BOOK T =TANGENT AIC =AIR CONDITIONER PAD ELEV. =ELEVATION O.VH =OVERHANG TB =TELEPHONEBOOTH AE =ANCHOR EASEMENT FNCA' =CNCROACHYLN7 PVMT. =PAVEMENT T.B.M.=TEMPORARYBENCHMARK AR =ALUM/NUMROOF F.H. -F/REHYDRANT PL. =PLANTER TUE=TECHNOLOGYU77L/TYEASEMENT A.S. =ALUMINUM SHED FIR =FOUND IRON PIPE P.L. =PROPERTYL/NE TSB =TRAFFIC SIGNAL BOX ASPH. =ASPHALT FIR =FOUND IRON ROD P.C.C. =PO/NT OF COMPOUND CURVATURE T.SP. =TRAFFIC SIGNAL POLE B.C. =BLOCK CORNER F.F.E =F/N/SHED FLOOR ELE✓A 77ON P.C. =P0/NTOFCURVA7URE 7HP =TOWNSH/P BLDG. =BU/LD/NG F.ND. =FOUND NA/L&DISK P.O.T. =PO/NT OF TANGENCY UT/L. -UTILITY B.M -BENCHMARK FT. =FEET P.O.C. =PO/NT OF COMMENCEMENT UE =UMITYEASEMENT B.C.R =BROWARD COUNTY RECORDS FN/P. =FEDERAL NAT/ONAL/NSURANCEPROGRAM P.O.B. =PO/NTOFSEG/NN/NG U.P. =URUrYPOLE B.O.B. =6AS/S OFSEAR/NG F.N. -FOUND NAIL P.R.C. =PO/NT OF REVERSE CURVATURE W.M. =WA7FR METER (C) =CALCULATED H =HIGH OR(HEIGHT) PWY =PARKWAY WF =WOOD FENCE C.B. =CATCH BASIN /N&EG =INGRESS AND EGRESS EASEMENT PRM =PERMANENT REFERENCE MONUMENT W.P. =WOOD PORCH C.B.S. =CONCRETE BLOCK STRUCTURE LC.V. =/RR/GA TION CONTROL✓AL VE P.L.S. =PROFESS/OVAL LAND SURVEYOR W.R. =WOOD ROOF CB.W. =CONCRETEBLOCKWALL IF =IRON FENCE P.P. =POWER POLE W.V. =WATER VAL VE CH =CHORD L.B. =LICENSED BUSINESS P.P.S. =POOL PUMP SLAB .)•/ =MONUMENT L/NE CHS.. =CHORD BEAR/NG LP =L/GHTPOLE P.UE =PUBLIC UT/L/TVEASEMENT Q =CENTER L/NE CHL. =CHORD LENGTH L.FE =LOWESTFLOORELEV477ON (R) =RECORDD/STANCE =DELTA CL. =CLEAR LM.E. =LAKE MA/NMNANCE EASEMENT RR. =R4/L ROAD C.O. =CLEAN OUT =MINUTES RES. =RESIDENCE CL.F. •CHAIN LINX FENCE (M) •MEASURED D/STANCE Rl IW =RIGHT-OF•WAY LEGEND CME -CANAL MA/N7E'NANCEEASEMENT MB. =MAIL BOX RAD. =RAD/US OR RADIAL CONC. •CONCRETE M.D.C.R.=M/AM/DADE COUNTY RECORDS RGE =RANGE =OVERHEAD UnUrYL/NES CUP. =CONCRETEUMITYPOLE M.E. =MAINTENANCE EASEMENT R.O.E. =ROOF OVERHANG EASEMENT =CONCRETE BLOCK WALL CP. =CONCRETE PORCH M.H. =MANHOLE SEC. =SECT/ON A X =CHAINL/NKFENCE C.S. =CONCRETE SLAB N.A.P. =NOTA PART OF STY. =STORY 6--'6 =IRON FENCE C.W. =CONCRETE WALK NGVD =NATIONAL GEODE 77C VERTICAL DATUM SWI[ =SIDEWALK - Y y =WOOD FENCE D.E. =DRA/NAGEEASEMENT HT.S. =NOT TO SCALE SIR =SET/RONP/PE =BUILD/NGSETMCKL/NE D.ME. =DRA/NA GE MAINTENANCE EA SEMEN #OR NO. =NUMBER S =SOUTH — — =UT/UTYEASEAA<NT OR/VE =0R(✓EWAY Os =OFFSET S.P. =SCREENED PORCH -'-- I - -L/M/TEDACCESS RIW ° =DEGREES OH =OVERHEAD S.V. =SEWER VALVE =NON-VEHICULAR ACCESS R4V EB =ELEC7R/C BOX OHL. =OVERHEAD U77LITYL/NES =SECONDS .0.00 =EXIST/NG ELEVATIONS LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY: SURVEYOR'S NOTES.• •THEREA44 YBEEASEMENTS RECORDED/N MEPUBLIC RECORDS NOT SHOWN ON THIS SURVEY. 1./FSHOWN,BEAR/NGSAREREFERRED 7OANASSUMED MER/D/AN,BYSA/D PLAT/N THE •THEPURPOSE OF 7H/S SURVEYIS FOR USE/NOBTAIN/NG T/RE/NSURANCEAND F/NANC/NGAND SHOULD NOT BE USED FOR DESCRIP77ON OF 7HE PROPERTY,/FACT,BEAR/NGSARE THEN REFERRED TO COUNTY, CONSTRUC77ONPURPOSES TOWNSHIPMAPS. •LYAM/N477ONS OF 77AEASSMACTOF T/TLE W/LL HAVE TO BEMADE TO DE7ERM/NERECORDED INSTRUMENTS,/FANY, 27HECLOSURE/NTHEBOUNDARYSURVEY/SABOVE1:7500FT. AFFECTING THE PROPERTY. J CERTIFICATE OFAUMOR/ZAT/ONLB#7806 •7H/S SURVEYIS SUBJECT TO DED/CA TIONS,L/MITA 770NS,RESTRICTIONS,RESER✓A 7/ONS OR EASEMENTS OFRECORD. 4.NOR TH ISM SED ON PLA TNOR TH. •LEGAL DESCRIPTIONS PROV/OED BY CLIENT ORAT IEST/NG 7777E COMPANY. • BOUNDAR Y SUR VE Y U64 AS A DRAW/NGAAT VORA GRAPHIC REPRESENTA TION OF THE SUR VEY WORK PERFORMED IN THE FIELD,COULD ED RA WNATAI SHOWNSCAEANDIORNOTTOSCL ALE-THEWALSORFENCESALAYBEEXAGGERATED FORCL4RITYPURPSURVEYOR'S CERT/F/CABON • 'F4SEAIENTSAS SHOWNAREPERPLATBOO/(UNLESS DEP/C7ED OMERMSE. /HEREBYCER77FY.TH/S 80UNDARYSURVEY'OF 7HEPROPER7YDESCR/BED HEREON, •THE TERM'ENCROACHMEN7'MCANS V/S/BLEANDABOVE GROUND ENCROACHMENTS. HAS RECENTLYBEEN SURVEYEDAND DRAWN UNDERMYSUPERWS/OA(AND COMPLIES 'ARCHITECTS SHALLVER/FYZON/NGREGULAT7ONS,RESTR/C77ONS,SETBACKSANO W/LL BERESPONSIBLEFOR SUBMIT/NG W/TH THEM/N/MUM TECHNICAL STANDAROSAS SETFOR7HBY 7HEFLOR/DA BOARD OF PLOTPLANSW/7H CORRECT/NFORMA770NFOR'APPROVAL FORAU7HOR/ZA710M 7i77HEPROPERAU7HOR/T/ES/ANEW CONSTRUCTION. PROFESS/ONALLAND SURVEYORS/N CHAPTER S1-17,FLORIDA ADMIN/S712477VE CODE -UNLESS OMERWISENOTED,7H/S F/RMHAS NOTATTEMP7ED TO LOCA7EFOOT/NGAND/OR FOUNDATIONS PURSUANT TO 472027,FLORIDA STATUTES -FENCE OWNERSW NOT 0A7ERANW1X -THIS PLAN OFSURVEY,HAS BEEN PREPARED FOR MEEXCLUS/VE USE OF THE EN7/77ES MMED HEREON,THECER77F/CAM DOESNOT EXTEND TOANY UNNAMED PARTY. FLOOD ZONE/NFORMATION.• BY, 0511512015 THE NF/P FL 000 MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN CARLOS IBARRA (DATEOFF/ELDWORK) At0ODZONEBASEF1O0D 9C'ELEVAT/ON.• N/A. PROFESS/ONALLANOSURVEYORNO.:6770 SmworFLORLDA BASEFLOD COMMUNITY.• 120640 (NOT VALID WITHOUT THE S/GN47VREAND THE ORIGINAL RA/SED SEAL OFA FLORIDA PANEL.' 0301 LICENSED SURVEYORAND MAPPER). SUFFIX., L DATE OF FIRM., 09/11/2009 REVISED ON' THE SUBJECT PROPERTYDOES NOT LIE INA SPEC/AL FLOOD HAZARD AREA. REVISED ON'' TITLE COMPANY LENDER UEL5,; 7 N! , A.�R'1' !� �IDO',,, PI�..A,.. ,DRAWN BY. DA UNDERWRITER ��p31Qq� --- VP TIFICgT��Q' FIELD DATE: 0511512015 ** ** No.sno �,o STATE OF * OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY CORIA SURVEY NO: 15-001848-1 * * �',0 P 5` ' SHEET. 1 OF 2 L.B.#7805 SEAL 21b'3ddVAVPVIS3J31N1813H1909L"'7 Z d0 Z U.93HS Sd SNJ/SSd 210 0Nd S2lOSS3oons S1/"V N NN V6 01 HOV-93N/{NON 7b�3S SVA3709("ON/hgLSASNO/1VULS103210/NOYL03733Jb'J12JOty)SfJ3iN t-91M00-St :ONA3/I2U1S ANVdMOJ30NVYnS1V1371/17b'N0/lb'N0179nd321070 �Ot1t/��bN dplaOjy OA 'b''d 00/Ob?lb'1 NOS73N ip SM/SL/SO :31V(7 07313 7b'37 VSIYV70 ONd 7V37 r OYGIVVI'37V jo 31d1s � W011 b'O/3/14130 O OLL9'ON .0£=„L 37b'OS d0/tJ07-4:uNn00 30b'O-/fNb'/{N 30 SOJ003210/79nd 3"130 gp139vd 6 e )/0091 V7d N/0302100321 SV-403N3H11 H7d 3H1 Ol ON/OHOOOd C NO/103S ��bo1d)L.0 d' 741210473 6 0079'01 CNV 6S 1073077VGNV910730Z/f1S3M3H1 8•b81S01�' dO AS NM 4210 WO/1d/2/OS3o 7VO37 ',ua3dOHd 1O3f8/1 S 3H1301SN1 S317 370d.111711!7 ONV A1N3dOHd S.N08HJ13N 3141 O1Nl JNIHOVOHDN3 S13ON3d 000M'A.Lygd021d lO3!'8ns 3141 d0 301S Hinos '8 133HI S Js16 3N d0 AVM-401HDIY 3H1 O1Nl.ONIHOVOHDN3 SI NN013N 1N3W3AVd 17VHdSV'A1M3dOMd 1O3P81 s 3141 d0 301S H1NON•V .S310N.IN3lNH0 VOl10N3 0 S Z� cn �' 6-NOOls I 6 NO078 I 6-N0078 r 21 T £Z-101 ZZ-101 M'8'0,5'£ LZ-107 p dVO ON ,00'SZ ' s`d NI 8 d I �• -73,00.0 '70.59'0 '6� I I • ,g I I I I 6-WOO-79 I 6-N0078 I 6-N0078 M'9� 8.101I 6-107 I OL-107 Z31S3M I I -n - 1381M OV3H213A0� vI WPDNVMn 5ro -' L �Z W � ,Zb"6L cc 6 .MOMS h m 107 0 A O o I � Z£# 'S3d wet ,L6'9b o iC N I X12101 S 3NO o n X677 v o 100'Lb t• I •3'7'O,b� I � � L.�� I rrl I g � 1402104 I o I d'M.5'£- 00 ,06 I rn .05'0 dVO ON i 9r dVO ON 9/5'd TJ 00'SZ o6� i I �a8 L .8/5'd'►d ,00'SL NMS'3N00,5. . . dVO ON 1/ y .8/5'd•I'd AMd.6 'Hd9V .8/5'd'1'd 1-1 (b') - to AMd'1W/Id'HdSV,6 g 1W/Id AVM-40-1HDIH 7V101,0L 17VHd9V,9V (LV7d 2/3d-3A1NO VWV8V7V) • • �• so ('d'V N) 133211S lS66 3N •••••' •.• If7dd011W/7 ...... . . . . 66 A ...... .... .. .. .... ...... 8£l££73 'S3210HS IWVIW '133211S)sl6 3N Z£ A-9AHnS AHVGNnOa d0 ddw b99Z-0b5(6£Z):XV_4 LObO-Z9Z(90£) :XVd 0992-OtS (6£Z) :Rd 00b0-Z9Z(90£) :Rd b06££ld'1VN00 3dV0 i 9Z L££VQIHOId'IWb'IW L 11Nl1 ZOZ'ON 311f1S SZO£311f1S H1f10S OAl9 OOVEld 730 t08Z 3nN3AV PuZL'M'N LLL W 00'SUOA3Ati f1SO NVl VNllV91'MMM Alp sioddew �g sio�(afvnS pue-I �euo1ssa1oad 'SNI S3JLVI00SSV V �d�IUVEI1 NHU MIAM I•D1ADE MIAMI DADE COUNTY Eml PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mianildade.Qov/economy Nu-Vue Industries,Inc. 1055 E.29 Street Hialeah,Florida 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 NVJH,NVTP/H,NVSO and NVHC Steel Wood Con ect(,*��Y's •• • •0•• 000000 APPROVAL DOCUMENT:Drawing No.NU-3,titled"NVJH Joist Supports,IMP&NVTPtI•Plate • Anchors,NVSO 236 Joist Hanger,NVHC 43&NVHC 43/2 Hurricane Clip",she&&*Cflftough*'8f 3,dated'••••• 04/15/2015,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tora P*E.,bearing the 0000 Miami-Dade County Product Control renewal stamp with the Notice of Acceptance'rember anc expiration date by the Miami-Dade County Product Control Section. • MISSILE IMPACT RATING:None •• •• •••• •••••• LABELING:Each unit shall bear a permanent label with the manufacturers name or;+,city,state, ••• • model/series,and following statement: "Miami-Dade County Product Control Approved",unless etlmvise • noted herein. '..' RENEWAL of this NOA shall be considered after a renewal application has been filed and thetrhas'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 ofNOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then- it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA#12-0130.34 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. A NOA No.15-0507.02 =MIAMI&DEW Expiration Date:July 30,2020 I'V1� Approval Date:July 30,2015 A II Page 1 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.NU-3,titled"NVJH Joist Supports,NVTP &NVTPH Plate Anchors, NVSO 236 Joist Hanger,NVHC 43 &NVHC 43/2 Hurricane Clip", sheets 1 through 3 of 3,dated 04/15/2015,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Submitted under NOA #03-0730.03" Test reports on wood connectors per ASTM D1761 by Product Testing,Inc.,signed and sealed by C.R. Caudel,P.E. Report No. Wood Connector Direction Date 1. PT#03-4303 NVTP4 Upward 04/21/03 2. PT#03-4343 NVTP4H Upward 05/05/03 3. PT#03-4344 NVTP4 Upward 05/01/03 4. PT#03-4345 NVTP4H Upward 05/02/OA.. 5. PT#03-4349 NVS0236 Up&Down • .05/19'103..' ...... 6. PT#03-4357 NVS0236 Up&Down ••• b5/20/03... •, 7. PT#03-4358 NVJH24 Up&Down "05/30703' . """ 8. PT#03-4385 NVJH26 Up&Down ....... �05/30IQ3405/13703..•• ;••••; ..... 9. PT#03-4386 NVS0236 Up&Down'.... • 10. PT#03-4387 NVJH28 Up&Down••;••�5/3qQ.•. ••.••• .. .. .... ...... . . . . ...... C. CALCULATIONS "Submitted under NOA # 05-0516.01 1. Report of Design Capacities,dated 07/13/2005,sheets l througW5 of 5,VmRm ed, signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA#03-0730.03" 2. Report of Design Capacities, dated 07/22/2003,sheets 1 through 13 of 13,prepared, signed and sealed by Vipin N.Tolat,P.E. o�1yt fZo0 Carlos M.Utrera,P.E. Product Control Examiner NOA No.15-0507.02 Expiration Date:July 30,2020 Approval Date: July 30,2015 - E-1 Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. .QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic'Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT 1. Statement letter of code conformance to 2010 and 5`h(2014)edition of the FBC, issued by Vipin N.Tolat, P.E.,dated 04/29/2015,signed and sealed by Vipin N. Tolat, P.E. "Submitted under NOA#08-0828.02" 2. Statement letter of code conformance,no financial interest and no changeofProduct, dated 08/21/2008,issued, signed and sealed by Vipin N. Tolat P.F. •;;•;• •••••• ...... .... ...... .... . .. ..... ...... . .. ..... .. .. .... ...... . . . ....% 071Z1'Z01S Carlos M.'Utrera,P.E. Product Control Examiner _ NOA No.15-0507.02 Expiration Date:July 30,2020 Approval Date:July 30,2015 E-2 e TABLE 1 General Notes: JOIST SUPPORTS 1. Steel shall conform to ASTM A653, SS grade 33, min. yield 33 ksi, 18 G NVJH JOIST SUPPORTS Allowable Loads(lbs) min. tensile strength 45 ksi and min. galvanized coating of G 60 per Product swn Joist OouWe Single Fasteners c oaay Leafs loos ,psi Loaf°Moll ASTM A653. Code —w Size Header Header a ng Joists xaef✓ „lowx«ef. a W H 85 Sire sire H H 2. Allowable loods and fasteners are based on NDS 2005/2012. 20 NVJH2a 1 396 3 2x6 2-2.6 2;6 US 6-iad.l$4-1od x Or 744 744 3. Design loods are for S. Pine, specific gravity 0.55. Design loads NVJH26 196 5 32x6 z-2x2x6 10-lad io-iod.Or s-tof x Or 1240 1240 821 for other species sholl be adjusted per NDS 2005/2012, 2x8 2-2x6 2x6 4. Allowoble uplift loads have been adjusted for load duration factor zo oNVJH28 1% sp3 is2:o ix 14-10d 14-100 x Oa 7-rad a OF 1736 1736 +079 CD of 1.6. Allowable gravity loads have been adjusted for CD values 202 2-202 202 of 1.0, per table 2.3.2 of NDS 2005/2012. Design loods do not include 33% increase for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout and mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry shall comply with ASTM C90. Single Header 3" Oouble Header 1-2X �L,yr• `C 2-2X 6. Combined load of Uplift, L1 and L2 shall satisfy the following equation. Actuol Uplift + ActualL1 + Arty9l =1.0 +n" o Allowable Uplift Allowoble L1 Allowoble t o• 7. Allowable loods ore based on 1Y2" thick wood members unless otherwise noted. o• Joist 8. All designs Conform to FBC 2010 and 2014. Join ''f 17�- raaotxrr WRamflss wM tlM I+lotils �osgtssaNs s o1 1 1 Y." VEM N.TOLAT.PB(CIVIL) FL.RBG.M 12847 By 15129 LANTBR CREM LANB mweA W cee'd • t •• ••s • • • • • •• HOUSTON,TX 77068 • • •• • • • • • Nu—�jus Tadusate•>>x. H o t • •• • • • • ••• s 1�l V ° •• •• ••• ••• • : Is•• �^ 1068-1059 Ust 89 Stmt ° t NVJH 26 as shown HiallsePhnlo lt,Florlds 39013 1 NVJH 24 do 28it PAR:6906)694-0896 similar but with es gpyrent holes.• ••• • • NVJH JOIST SUPPORTS yy•• • • • • s • • • s • DWG N: Sheet% D6te+ •• • • • • • INU-31 1 of s Aors 14.2016 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • ••• • • JOHN 18ARRA & ASSOCIATES INC, - h- Professional Land Surve ors 8� WWW.IBARRALANDSURV ORS.COM mappers - 777 N•W-72nd AVENUE SUITE 3025 2504 DEL PRADO BLVD SOUTH MIAMI,FLORIDA 33126 SUITE NO.202 UNIT 1 PH: (305)262-0400 CAPE CORAL,FL 33904 FAX:(305)262-0401 PH: (239)540-2660 FAX:(239)540-2664 MAP OF BOUNDARY SURVEY y 32 NE 91st STREET,MIAMI SHORES,FL 33138 LIMIT OF PLAT ` - NE 9-St_STR_ (ALABAMA DRIVE-PER PLA 7)" 18.5 ASPHALT _T 70'TOTAL o RICHT-OF-WAY PVMT., 0 9.ASPH.PVMT.PWy I.P.Sia• (A) AP ASPH. . . . . . . . . . PVMT. 9'PWy F.I.P.5M, F.I.P.N8 2 .. . "5'-CONe•SWK . . . NO CAP NO CAA .V. d 0.50' L'. A�s� I , 25.00' 75.00' I �� I .�8� I F.I.P.5✓8• \-3.5'W.F. I 3 ug� Io0 90 I NO CAP '4 I J3 IN I I Z \-6'W.F. I . 20.23' I I PORCH _ a4rcL. I 13:1 � '• " 47.00' I Ni �4'C.L.F. 46.91' ONE STORY (• I] Ofl 12 Via, RES. #32 I o I o W 12.28`;L ;M C 0:m a LOT-7 I _ j.-194 !".• 13. 20.47 co'? �q�I BLo� 9 . GUY gZ 1- ^I • • a ANCHOR W r•0+ j Lc ..•• • U. 4" •••.• •• • • • Lor.10 \_61 W F BLOCK-9 I WEST 1/2 ...:4. : •• •••• • I LOT-B � • 9LOCk-y i •• •1 •••• s•s • I I BLock-9 0.20' L. 8� I I • • ' • .. C2 .1. �QQ I kJP D.SS' .. • I• •.•• Vis• .� A • • • a 125.00' B sj I •• r o I 2s 00' u.2 LOT-21 \-35'CB.W. S/8'F.l.P. �- — — - lee d Baocn,9 LOT-22 I NO CAP �Z O I o BLOCK-9 LOT-mo BLOCK-9 g I h h � I a ENCROACHMENT NOTES• A NORTH SIDE ENCROACHINGG INTO THE SUBJECT PROPERTY,ASPHALT PAVEMENT RETURN/S B. SOUTH.SIDE OF E THE RIGHTOF WAYOF NE 91st STREET. RERTY.n�~�R�n^UBJE'rwe�jv°yrR P �O PROOPFENCEISENCROACHINGINTO 4rea INbrOC THt suevCQT S�Bq LEGAL DESCRIPTION. ��FLTIFlCq ,p THEIVEST>�pFLO78ANDALL OFLO7SgAN !y SECT/ON3,ACCORD/NG T- THEP oG 9,PAGtc 14Q L POR OF LAT THEREOFAS RECORDED IN TBOOK DRA wN eY.' N�6770 THEPUBL/C RECORDS OFM/AMI DADE COON DA STATE OF :•� CERT/F/CATj'ON,• ALE✓ANDRO✓-LEAL AND CLAR/S,q L�cgL n FLOR/DA. SCALE: NELSONTAQp, l !-30'. �L LAWS OLDREPUB�NAilo/ T/TLE/NSURg/y FIELD DATE. MERS(MORTGAGEELEC CECOMPA/Vy 05/15/2015 808 SEAL NOM/NEEFOR TD(,�qN,-N.A.,TS SUCCEGISS, AND qr ORASS/GN THE/R/N7�cA,ESTMAYAPPEAR JSOL EYAS SURVEYNO: 15-001848-1 S,AS SHEET.- 2 OF 2 JOHN MARRA & ASSOCIATES, INC. AdMF X7 Professional Land Surveyors & Mappers W W W.IBARRALANDSU RVEYORS.COM 777 N.W.72nd AVENUE 2804 DEL PRADO BLVD SOUTH SUITE 3025 SUITE NO.202 UNIT 1 MIAMI,FLORIDA 33126 CAPE CORAL,FL 33904 PH: (305)262-0400 PH: (239)540-2660 FAX:(305)262-0401 FAX:(239)540-2664 ' z NE 97 sc St 91st Sf LA i ,�; ___.-.�......._...NE 90th St. NE 9011iSl LOCATION SKETCH VIEW OF SUBJECT PROPERTY 10 SCALE-N.T.S 32 NE 91st STREET,MIAMI SHORES,FL 33138 ABBREV/AT/ONS • A =ARC E.T.P. =ELEC7MC7RANSF0W"FAD OAA. =OFFICIAL RECORDS BOOK T =TANGENT AV =A/R CONDITIONER PAD ELEV. =ELE✓A77 N 0.VH =OVERHANG TB =TELEPHONEBOOTH AE =ANCHOREASEMENT ENCR. =ENT.CROACHMENT PVM =PAVEMENT T.B.M.=7EMPORARYBENCHAIARK AR =ALUM/NUMROOF F.H. =FNEHYD2INT PL =PLANTER T.U.E-TECHNOLOGYUMITYEASEMEN7 AS =.ALUM/NUMSHED F./.P. =FOUND/RON PIPE P.L. =PROPERTYUNE TSB =7RAFF/C SIGNAL BOX ASPH =ASPHALT F.I.R =FOUND IRON ROD P.C.C. =POINT OF COMPOUND CURVA TURF T.S.P. =TRAFFIC SIGNAL POLE BC .=BLOCKCORNER F.F.E. =FINISHED FLOOR ELEVA 7ION P.C. -PO%NTOFCURVATURE TWP =TOWNSHIP BLDG. =BUILDING F.NO =FOUND NAIL 6 DISK P.O.T. =PO/NT OF TANGENCY UT/L -unur1' BM. -amww MARK FT. =FEET P.O.C. =PO/NT OF COMMENCEMENT U.E. -UT/UTYEASEMENT BCR =BROWARD COUNTYRECOROS FN/P. =FEDERAL NA TIONAL INSWUNCEPROGRAM P.O.B. -PO/NTOFBEG/NN/NG U.P. -UMITYPOE AOA =BAS/S OFBEAR/NG F.N. =FOUND NAIL P.RC. =POINT OFREVERSE CUR✓AZURE W.M. =WATER METER (C) CALCULATED H. =H/GH OR(HEIGHT) PWY =PARKWAY W.F. =WOOO FENCE CA =CATCH BASIN /N.BEG. -INGRESSAND EGRESS EASEMENT P.R.M. =PERA"IIENTREFERENCEMONUMENT W.P. =WOOD PORCH C.BS =CONCRETEBLOCX STRUCTURE /.C.V. _/RR/GA RON CONTROL VALVE P.L.S. -PROFESSIONAL LAND SURVEYOR WP =WOOD ROOF CAW. =CONCRETE BLOCK WALL IF =/ROA/FENCE P.P. =POWERPOLE W.✓. =WATER VAL VE CH =CHORD LB =LICENSED BUSINESS P.P.S. =POOL PUMP SLAB hf =MONUMENTLINE CHB. =CHORD BEAR/NG LP =UGHTPOLE P.U.E. =PUBLIC U77UTYEASEMENT Q =CENTER UNE CHI. =CHORD LENGTH LF.E =LOMESTFLOORELEVA77ON (R) =RECORD DISTANCE ;'� =DELTA LY. =CLEAR LME =LAKEMNNTENANCEEASEMENT RR. =RAILROAD CO. =CLEAN OUT =MINUTES RES =RESIDENCE C.LF. =CIWNUNKFENCE (M) -MEASUREDLNSTANCE RM' =RIGHT#-WAY LEGEND CME =CANAL AL4IN7ENANCE'Fit SEMENT MB. =MAIL BOX RAD. =RADIUS OR RADIAL CONC. =CONCRETE MOCR.-A&MID4DECOUNTYRECORDS RGE =RANGE =OVERHEAD UTILITY LINES CUP. -CONCRETE UTILITY POLE ME. -AM/NMMNCEEASEMENT ROE =ROOF OVERHANG 61SEMENT =CONCRETEBLOI•XWALL C.P. =CONCRETE PORCH M.H. -AtWHLYE SEC. =SECTION -*---it =CH41NL/NKFENCE C.S. =CONCRETE SLAB NAP. =NOTA PARTOF STY. =STORY e a =/RONFENCE C.W. =CONCRETE WALK NOVO =NATIONAL GEODETIC VER77CAL DATUM SWK =SIDEWALK 0 0 =WOOD FENCE O.E. =LWA/K4GE EASEMENT N.T.S =NOT TO SCALE S/.P. =SETIRONPIPE �'- =BU/LD/NG SETB4CKLINE DME =DRAM GE MAINTENANCE EASEMENT It OR NO. =NUMBER S -SOU7H/ — — =UT/U7YEASFATENT ORNF =DRLVEWAY LYS =OFFSET SP. =SCREENED PORCH —•i -k7 =LAV/7EDACCESSMW =DEGREES O.H. =OVERHEAD SV =SEWER VAL VE =NO*VEHICULAR ACCESS RW EB =ELECTRIC BOX O.HL. =OVERHEAD UM17YLAES =SECONDS .OM -EX/ST/NGELEYATIOVS LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY: SURVEYOR'S NOTES •7HEREAIA YBEEASEMENTSRECORDED IN MEPUBL/C RECORDSNOT SHOWN ON MIS SURVEY 1/FSHOWN,BEAR/NGSAREREFERRED TO ANASSUMED MER/DMN,BYS4/D P AT/N THE •TNEPAwaSE OPj"4SURVEY/S FOR USE/.v O9TA/N/NG NREWSURANCEAND F/N4NC/A/OANO SHOULD NOTBE USED FOR DESCR/P770N OF THEPROPER7Y,/FNOT•BEARINGSARE THEN REFERRED TO COUNTY, CONSMUCROUPWWOWS. TOWNSH/PALt-S. • p#—.*W 47TOWS W.7*-1NBS7R4CTOWT/7LEb**L HAVE TOBEMADE T0DE7FRM/NEREC0RDED/NS7RUMEN7S LFANY, 2THECLOSURE/N THEBOUNDARYSURVEYISABOVE I.'7500FT. 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