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RC-18-1260Nt, OFf2tT. 3a5 3Gc NE 9� S d �rAY asIV2 W/ Fill Cells Columns Review Building Review Buildinq ♦ 5µO'R"�ES tLILI y�o FCORL1�Ay Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC-5-18-1260 Permit Type: Residential Construction er it Work Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Date: 7/3112018 j Expiration: 01/27/2019 Aoolicant 366 NE 99 Street 1132060135560 Miami Shores, FL 33138- Block: Lot: ITAY BEN ZVI Owner Information Address Phone Cell ITAY BEN ZVI 366 NE 99 Street FL 366 NE 99 Street FL Contractor(s) Phone Cell Phone VARGA CONSTRUCTION INC (305)300-9376 In Review Date Approved:: In Review Date Denied: Type of Construction: REDO 2 BATHROOMS, ADD 4TH B Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $34.80 CO/CC Fee $115.00 DBPR Fee $26.10 DCA Fee $17.40 Education Surcharge $11.60 P&Z Review Fee $35.00 P&Z Review Fee $35.00 Permit Fee $1,740.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $360.00 Scanning Fee $60.00 Technology Fee $46.40 Total: $3,371.30 (917)514-8517 Valuation: $ 58,000.00 Total Sq Feet: 1000 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-18-67508 05/11/2018 Check #: 327 $ 480.00 $ 2,891.30 07/31/2018 Credit Card $ 2,891.30 $ 0.00 Bond #: 3843 Invoice # RC-7-18-68321 Bond #: 3843 $ 0.00 mvanaoie inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Structural Review Structural Review Structural Review Structural IReview Mechanical Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Plumbing Review Building Review Building Review Building Review Building Declaration of Use 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 1 F+tORiDA Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Pen-alimit Parcel Number Permit No. RC--18-1260 Permit Type: Residential Construction Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 7/31/2018 1 Expiration: 01/27/2019 Applicant 366 NE 99 Street 1132060135560 Miami Shores, FL 33138- Block: Lot: ITAY BEN ZVI Owner Information Address Phone Cell ITAY BEN ZVI 3F66 L NE 99 Street (917)514-8517 366 NE 99 Street FL Contractor(s) Phone Cell Phone VARGA CONSTRUCTION INC (305)300-9376 Valuation: $ 58,000.00 Total Sq Feet: 1000 Approved: In Review Comments: Date Approved:: In Review Date Denied: Type of Construction: REDO 2 BATHROOMS, ADD 4TH B Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $34.80 CO/CC Fee $115.00 DBPR Fee $26.10 DCA Fee $17.40 Education Surcharge $11.60 P&Z Review Fee $35.00 P&Z Review Fee $35.00 Permit Fee $1,740.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $360.00 Scanning Fee $60.00 Technology Fee $46.40 Total: $3,371.30 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-18-67508 05/11/2018 Check #: 327 $ 480.00 $ 2,891.30 07/31/2018 Credit Card $ 2,891.30 $ 0.00 Bond #: 3843 Invoice # RC-7-18-68321 Bond #: 3843 $ 0.00 Avauaoie inspections: Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Structural Review Structural Review Structural Review Structural Review Plumbing Review Mechanical Planning Planning ite Letter Review Building Review Building Review Building Review Building Declaration of Use 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. July 31, 2018 2 `SgoRES L�! Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit No. RC-5-18-1280 Permit Type: Residential Construction enWork Classification: Addition/Alteration Permit Status: APPROVED Parcel Number Issue Date:7131/2018 1 Expiration:01/27/2019 Applicant 366 NE 99 Street 1132060135560 Miami Shores, FL 33138- Block: Lot: ITAY BEN ZVI Owner Information Address Phone Cell ITAY BEN ZVI 3F6L6 NE 99 Street (917)514-8517 366 NE 99 Street FL Contractor(s) Phone Cell Phone VARGA CONSTRUCTION INC (305)300-9376 In Review Date Approved:: In Review Date Denied: Type of Construction: REDO 2 BATHROOMS, ADD 4TH B Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $34.80 CO/CC Fee $115.00 DBPR Fee $26.10 DCA Fee $17.40 Education Surcharge $11.60 P&Z Review Fee $35.00 P&Z Review Fee $35.00 Permit Fee $1,740.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $360.00 Scanning Fee $60.00 Technology Fee $46.40 Total: $3,371.30 Valuation: $ 58,000.00 Total Scl Feet: 1000 IAvailable Inspections: Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-18-67508 05/11/2018 Check #: 327 $ 480.00 $ 2,891.30 07/31/2018 Credit Card $ 2,891.30 $ 0.00 Bond #: 3843 Invoice # RC-7-18-68321 Bond #: 3843 $ 0.00 Inspection Type: Final PE Certification Drywall Miscellaneous Window Door Attachment Tie Beam Final Framing Insulation Truss Insp Columns Foundation Window and Door Buck Fill Cells Columns Wire Lathe Review Electrical Review Electrical Review Electrical Review Structural Review Structural Review Structural Review Structural Review Plumbing Review Mechanical Review Mechanical Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Plumbing Review Building Review Building Review Building Review Building Declaration of Use OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated. July 31, 2018 July 31, 2018 3 Miami Shores Village F� 10050 N.E. 2nd Avenue NE 9 Miami Shores, FL 33138-0000 Phone: (305)795-2204 �ORIOp' (Permit Permit No. RC-5-18-1260 Permit Type: Residential Construction Work classification: Addition/Alteration Permit status: APPROVED Issue Elate:7131/201'8 1 Expiration: UTZ"2019 Project Address Parcel Number Applicant 366 NE 99 Street 1132060135560 Miami Shores, FL 33138- Block: Lot: ITAY BEN ZVI Owner Information Address Phone Cell ITAY BEN ZVI 366 NE 99 Street (917)514-8517 FL 366 NE 99 Street FL Contractor(s) Phone Cell Phone VARGA CONSTRUCTION INC (305)300-9376 In Review Date Approved:: In Review Date Denied: Type of Construction: REDO 2 BATHROOMS, ADD 4TH B Occupancy: Single Family Stories: Exterior: Front Setback: Rear Setback: Left Setback: Right Setback: Bedrooms: Bathrooms: Plans Submitted: Yes Certificate Status: Certificate Date: Additional Info: Bond Return : Classification: Residential Fees Due Amount Bond Type - Contractors Bond $500.00 CCF $34.80 CO/CC Fee $115.00 DBPR Fee $26.10 DCA Fee $17.40 Education Surcharge $11.60 P&Z Review Fee $35.00 P&Z Review Fee $35.00 Permit Fee $1,740.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $90.00 Plan Review Fee (Engineer) $120.00 Preliminary Plan Review $360.00 Scanning Fee $60.00 Technology Fee $46.40 Total: $3,371.30 Valuation: $ 58,000.00 Total Sq Feet: 1000 Pay Date Pay Type Amt Paid Amt Due Invoice # RC-5-18-67508 05/11/2018 Check #: 327 $ 480.00 $ 2,891.30 07/31/2018 Credit Card $ 2,891.30 $ 0.00 Bond #: 3843 Invoice # RC-7-18-68321 Bond #: 3843 $ 0.00 Available Inspections: Inspection Type: (Final PE Certification Miscellaneous Window Door Attachment Insulation Truss Insp Columns Foundation Window and Door Buck Review Electrical Review Electrical Review Structural Review Structural Review Structural Review Structural Review Plumbing Review Mechanical Review Mechanical Review Planning Review Planning F. Termite Letter F. Elevation Certificate Review Plumbing Review Building Review Building Review Building Review Building Declaration of Use Authorized Signature: Owner / Applicant / i mgem July 31, 2018 4 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION UILDING ❑ ELECTRIC ❑ ROOFING RECEIVED JUN 2 8 1018 Q0+ CC FBC 201:4 Master Permit No. 9w. I CU 13 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 106 ADDRESS: � 6 6 N E q �111 SA City: Miami Shores County: Miami Dade Zip: J I O Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type:: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): �� 2-v Address: Phone#: ll SI 11 / G a b � ` � � � a+ . City: m►o*l S T6 State: FL Zip: Tenant/Lessee Name: Phone#: Email: I t (� y' v CONTRACTOR: Company Name: #?-C-j\Ar uo N 5\ 1ZV CTI oN ) Phone#:(3,o5) 9,y p_ —1 37G Address: ,n1k .0 S. S 4c�% 0 V- 4 q rL City: � �- l 03E-A-e-(� State: 1 Zip: 33 (If Qualifier Name:y V 7 A- L r lY�' Phone#: C'3c;'-5/ � oc> 371, State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for $ % �S Square/Linear Footage of Work: ll%'0 rtthis sPPermit: Type of Work: 11 Addition LJ Alteration ❑ New ❑ Repair/Replace &-15emolition Description of Work: / nl, L /� f}�l,/c�ail, �{ , 4 ,�/ +(?c,6,Q/y, ;7A W .5 Specify color o co or t7►ru �7e "" Submittal Fee $ / Permit Fee $ 1 CCF $ � CO/CC $ 115 GG Scanning Fee $ �0 Radon Fee $ (1 . 4 U DB.PR $ Z6 • ANotary$ ZJ Technology Fee $ 40 • 4 0 Training/Education Fee $ -H. . pC) Double Fee $ Structural Reviews $ So Qy, .490 *120 �_ f .—L'�l..�_ Bond $ S��QQ P72- 3S Z, 0.5 TOTAL FEE NOW DUE $ 2-��"< < —Sc-) (Revised02/24/2014 I ? *� RvA 45Go? a;8 Tok .11 4-V9 .3a • Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before, m this day of 20 ICJ , by is personally known to me or who has produced 1 UC�I 1 XC _ as identification and who did take an oath. NOTARY PUBLIC: Sign: `? MY COMMISSION # GG 044602 Print- Seal:^F° F Bonded Thru Notary Public Underwriters The foregoing instrument was acknowledged before me this ZOT111 day of --tVf`C= , 201% by �O�S �f Pm o M who is personally known to ------------------ for who has produced identification and who did take an oath. NOTARY PUB Sign: Print: Seal: as s*s** ****** APPROVED BY Plans Examiner **** Z)61,IlZoning Structural Review Clerk (Revised02/24/2014) Property Search Application - Miami -Dade County Page 1 of 1 OFFICEOFTHEPRO t"'RT'Y'APPRAISER ;-17 14" np, ,.A. Summary Report Property Information Folio: 11-3206-013-5560 Property Address: 366 NE 99 ST Miami Shores, FL 33138-2437 Owner ITAY BEN ZVI LAUREN OHAYON Mailing Address 366 NE 99 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use _..__.-..... _._.... 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 2/1/0 Floors 1 Living Units 1 Actual Area 2,824 Sq.Ft Living Area 2,215 Sq.Ft Adjusted Area 2,459 Sq.Ft Lot Size 11,500 Sq.Ft Year Built 1949 Assessment Information Year 2017 2016 2015 Land Value $345,138 $287,615 $276,299 Building Value $187,036 $156,062 $157,226 XF Value $45,370 $31,663 $20,838 Market Value $577,544 $475,340 $454,363 Assessed Value $577,544 $475,340 $454,363 Benefits Information Benefit Type 2017 2016 2015 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 1 AMD PB 10-70 LOTS 3 & 4 BLK 41 LOT SIZE 100.000 X 115 OR 18346-4261 1198 1 Generated On : 5/11/2018 Taxable Value Information 2017 2016 2015 County Exemption Value $0 $0 $0 Taxable Value $577,544 $475,3401 $454,363 School Board Exemption Value $0 $0 $0 Taxable Value ! $577,544 $475,340 $454,363 city Exemption Value $0 $0 $0 Taxable Value $577,544 $475,340 $454,363 Regional Exemption Value $0 $0 $0 Taxable Value 1 $577,544 $475,340 $454,363 Sales Information Previous OR Book- Sale Price Page Qualification Description 30094- 05/21/2016 $735,000 Qual by exam of deed 4199 10/22/2010 $100 27479- Corrective, tax or QCD; min 1460 consideration 26754- ___._.........________._..... w . ............................... Sales which are disqualified as a result 09/24/2001 $10 0258 of examination of the deed 18346- 11/01/1998 $155,000 Sales which are qualified 4261 The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade,gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 5/ 11 /2018 Miami -Dade County Building Department Page 1 of I e-Permitting Search: Status of Plans Process: M2018012117 Application Date: 05/17/2018 Storage Location: By: Date Picked up: MIAMI DARE Review Reviewed By Est Comp Date Disp Date Disposition DERM MARTIN, YUDEISY 05/17/2018 05/21/2018 A PWIF MATIAS TAWIL, MARGARITA 05/17/2018 05/23/2018 N WASH CRAIG, TIESHA 05/17/2018 05/25/2018 A PAYU FEE COL 05/17/2018 05/17/2018 A HRS AGRAS M., FRANK 05/21/2018 05/30/2018 A Disposition Legend: A=Approved, D=Disapproved, N=N/A, P=Approved as Noted Note: PAYU relates to payment of up -front fees only. Page: 1 REVIEW STATUS INQUIRY SUCCESSFUL (NO MORE ENTRIES) BLDG Home Pace I BLDG Main Menu I BLDG Permit Menu I BLDG Plans Processing Menu I Inspection Types I Address Format Home I Abgut I Phone Directory I Privacy I Disclaimer E-mail your comments, questions and suggestions to Webmaster This page was last edited on: February 23, 2004 Web Site © 2004 Miami -Dade County. All rights reserved. http://egvsys.co.miami-dade.fl.us:1608/WWWSERV/ggvt/BNZAW972.DIA?KEY=M201... 7/16/2018 STATE OF FLORIDA DEPARTMENT OF BUSINESS AN'J'F PROFESE 10\NAL REGULATION 06/ CGC 151587 1, ILA\, Kmm• 89 FS, CERTIFIED under the provisions of Ch.4- ^42A 0 L1606300000832 CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDNYYY) 06/26/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS ClRTIFICPJE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must have ADDITIONAL INSURED provisions or 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 H & H INSURANCE PLANNING LLC 1800 Upland Rd West Palm Beach FL 33409-6497 CONTACT ShelleyHerrera NAME: PHONE 561-246-3073 AX No): 561-314-3398 E-MAILSherrera@handhinsuranceplanning.com INSURERS AFFORDING COVERAGE NAIC 0 INSURER A: COVINGTON SPECIALTY INSURANCE CO INSURED VARGA CONSTRUCTION, INC. 110 S Shore Dr Apt 4A Miami Beach FL 33141-3979 INSURER B : INSURER C : INSURER D : INSURER E : INSURERF: COVERAGES CERTIFICATE NUMRFR- RFVI_CInkI IUIIIMRFD- 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 LTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF MM/DDNYYY) POLICY EXP (MMIDDAYM LIMITS A X COMMERCIAL GENERAL LIABILITY X CLAIMS -MADE OCCUR N N APP133861131 06-22-2018 06-22-2019 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY 0 PRO- JECT LOC OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 2,000,000 $ AUTOMOBILE LIABILITY ANY AUTO OWNED F SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED AUTOS ONLY AUTOS ONLY L COMBINED SINGLE LIMIT Ea accident $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE Per accident $ $ UMBRELLALIAB EXCESS LIAR Ll OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LLABILITY Y / N ANYPROPRI ETOR/PARTNER/EXECUTIVE OFFICERIMEMBEREXCLUDED? (Mandatory in NH) If yes describe under DESCRIPTION OF OPERATIONS below N /A PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, maybe attached If more space Is required) General Contracting License: Cgc1515871 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Dept 10050 NE 2nd Avenue Miami Shores, FL. 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE SHELLEY HERRERA ©1983-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016103) The ACORD name and logo are registered marks of ACORD ACOR" CERTIFICATE OF LIABILITY INSURANCE 1 DATE(MMIDD/YYYY) `�. 6/27/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CK-RTIFLCATE 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 have ADDITIONAL INSURED provisions or 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 SUNZ Insurance Solutions, LLC. ID: (TLR) C/o TLR of Bonita, Inc 700 Central Ave Suite 500 St. Petersburg, �L 33701 NTACT NAME: Workers'Comp Department A/CNN Ex : 727-520-7676 x 3 ac No): 727-525-3862 E-MAIL ADDRESS: certs@encorehr.com INSURERS AFFORDING COVERAGE NAIC # INSURERA: SUNZ Insurance Company 34762 INSURED TLR of Bonita, Inc INSURER B : EnterpriseHR INSURER C : INSURERD: 700 Central Avenue Suite 500 St. Petersburg FL 33701 INSURERE: INSURER F COVERAGES CERTIFICATE NUMBER: 49R991C,7 REVISION NUMRFR- 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 LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF MM/DD POLICY EXP MM/DD LIMITS COMMERCIAL GENERAL LIABILITY CLAIMS -MADE OCCUR EACH OCCURRENCE $ DAMA RENTED PREMISES Ea occurrence $ MED EXP (Any one person) $ PERSONAL & ADV INJURY $ AGGREGATE LIMIT APPLIES PER: POLICY RCOT- LOC GENERAL AGGREGATE $ GEN'L PRODUCTS - COMP/OP AGG $ $ OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY (Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident ( ) $ HIRED NON -OWNED AUTOS ONLY AUTOS ONLY PROPERTY DAMAGE Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS -MADE DED 1 1 RETENTION $ $ A WORKERS AND EMPLOYE S'LIABILIITY Y/N COMPESATION ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? ❑ N / A wC016-00001-018 6/1/2018 6/1/2019 STATUTE ERH E.L. EACH ACCIDENT $ 1 ,000,000.00 E.L. DISEASE - EA EMPLOYEE $ 1 �� (Mandatory in NH) If yes, describe under E.L. DISEASE - POLICY LIMIT $ 1 000 000.00 DESCRIPTION OF OPERATIONS below DESCRIPTION OF OPERATIONS / LOCATIONS I VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) Coverage Provided for all leased employees but not subcontractors of: Varga Consrtuction, Inc. Client Effective: 6/26/2018 v�r� n-WLU&m %,ANLrLLA 1 IUIY Miami Shores Village Bldg Dept. 10050 NE 2nd Ave. Miami Shores FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Glen J Distefano ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD 42822157 1 TLR of Bonita, Inc PEO 016 MASTER CERT I Mallory McKay 1 6/27/2018 1:42:56 PM (EDT) I Page 1 of 1 Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 HOLD HARMLESS PROPERTY LOCATED AT: 3 E6 Alf- /-"C ? W I . C-) 1" i S 6 1 "-k as contractor of record of the subject property, Permit number tZC- 5' `8- 040 would like to request an early start permit as allowed under section 105.12 of the 2017 Florida Building Code for the scope of work delineated in the building permit application and plan prior to the final approval and issuance of the permit, provided the work does not proceed past the first required inspection. I agree to hold Miami Shores Village, its agents and authorized personnel harmless and relieve them from any responsibility or liability for any legal action or damage, cost or expense (including attorney's fee) resulting from missed inspection of the above mention permit. I furthermore assume repMibility for the correction, if required, of work performed under the above permit. Print Name Signature. General Contractor, qualifier State of Florida County of Dade: The undersigned, being the first duly sworn, deposes and says that he/she is the contractor for the above property mentioned. Sworn to and subscribed before me this Z3 Z19 day of S� LY Z© t % 7 Notary Public, State of Florida at Large �XLV-1 �pR Jonathan Mufio¢ -� NOTARY PUBLIC STATE OF FLORIDA Comm## GG010424. `��4TE t9P Expires 7/11/2020 STRUCTURAL CALCULATIONS For: 366 NE J9TH ...... • • .. • ...... STREET MIAMI •••••• SHORE, FL 33138 .... ...... . .. .... ..... ..... ' .... .... ...... . . . . ...... S (RUCT,URAL REVIE '� APPROVEQ QATE`� • Table of Contents Pace Design Criteria 1 Wind Load Calculation _ • 2 CMU Wall Calculation • • • :.S Reinforced Beam Calculation .....11 ...... . . No.82038 STATE OF 4ji :: J R I n z. .... ...... .• ...... so:**. Goose . . ...... ...... . 00 • • Design Criteria o Florida Building Code 2017 o ASCE 07-10 o ACI-318-14 o AISC 15th Edition • Materials ■ Anchor Bolts ASTM A307 HOT -DIP Galvanized. ■ Structural Steel Plate ASTM, A36 ■ Concrete Strength at 28 days — 4000 PSI ■ Reinforcing — 60,000 PSI • Design Load o Roof top: ■ Dead load: 25 PSF ■ Live load: 20 PSF . . .... ...... ...... .. ...... .... . .. ..... ...... .... ..... .. .. .... ...... • 1 MecaWind Pro v2.2.8.3 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 6/3/2018 Project No. Company Name CALCENG Designed By B.T.G Address Description REMODELING City DORAL Customer Name ITAY BENZVI State FLORIDA Proj Location MIAMI SHORE File Location: C:\Users\behda\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 2.08 : 12 Slope of Roof(Theta) = 9.83 Deg h: Mean Roof Ht = 12.25 ft Type of Roof = GABLED RHt: Ridge Ht = 15.50 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave= 2.00 ft Overhead Type = OH w/ soffit Bldg Length Along Ridge = 31.50 ft Bldg Width Across Ridge= 71.00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 1 w -4 B 2 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 Qh: .00256*(V)^2*I*Kh*Kht*Kd = 33.94 psf Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 Roof Area = 2397.73 ft^2 Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 31.5 ft Wall (Normal to Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure --------------- +GCpi (psf) ----------------- -GCpi (psf) ----------- Leeward Wall -0.29 -14.40 -2.18 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ------------------------------------------------------------------- ft psf +GCpi -GCpi +/-GCpi Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 31.37 Roof - Dist from Windward Edge Cp Pressure Pressure --------------------------------------------------------------------- +GCpi(pof)-GCpi(psf) Roof: 0.0 ft to 4.5 ft -0.90 -32.07 -19.86 Roof: 4.5 ft to 9.0 ft -0.90 -32.07 -19.86 Roof: 9.0 ft to 18.0 ft -0.50 -20.53 -8.32 Roof: 18.0 ft to 75.Oft -0.30 -14.76 -2.55 Overhang Bottom Side (Windward only) 0.80 23.08 23.08 Normal to Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx Fy Fz Mx My ••i�z psf ft^2 Kip Kip Rip K-ft K-ft • #�• ---------------------------------------------------------------------------------•--- Leeward Wall -14.40 284 .00 4.08 .00 18.4 .0•••••!0 Side Wall -26.30 639 -16.81 .00 .00 .0 75.6 9•••.0 Side Wall -26.30 639 16.81 .00 .00 .0-75.6•••••!0 Windward Wall 16.97 284 .00 4.81 .00 21.7 .0 .0 Roof (0 to h/2) -32.07 80 .00 -0.44 2.53 82.3 Roof (h/2 to h) -32.07 144 .00 .000:••:0 -0.79 4.55 131.8 .000 00.0 Roof (h to 2h) -20.53 288 .00 -1.01 5.82 128.3 .009•0000 Roof (>2h) -20.53 623 .00 -2.19 12.61 92.8 .00 • f0 Roof (>2h) -14.76 1135 .00 2.86 16.51 -257.5 .00 00 Roof (0 to h/2) -32.07 64 .00 -0.35 2.02 70.5 .0• •.0 Roof (>2h) -14.76 64 .00 0.16 0.93 -32.5 .0 ••• '0 OH Bot Windward 23.08 63 .00 .00 1.45 53.1 .0 .0 Side Wall -26.30 249 6.41 .00 .00 .0 71.6 .0 Side Wall ------- -26.30 249 6.41-----�00-----_00------_0- -71.6 Total ------------------ .00 4793 .00 -------- --- 7.14 46.42 308.8 .0 -----_0 .0 Normal to Ridge - Base Reactions - Walls Only +GCpi Description Press Area Fx Fy Fz Mx My Mz ------------------------------------------------------------------------------------- psf ft^2 Kip Kip Kip K-ft K-ft K-ft Leeward Wall -14.40 284 .00 4.08 .00 18.4 .0 .0 Side Wall -26.30 639 -16.81 .00 .00 .0 75.6 .0 Side Wall -26.30 639 16.81 .00 .00 .0 -75.6 .0 Windward Wall 16.97 284 .00 4.81 .00 21.7 .0 .0 Side Wall -26.30 244 -6.41 .00 .00 .0 71.6 .0 Side Wall ------------------------------------------------------------------------------------- -26.30 244 6.41 .00 .00 .0 -71.6 .0 Total .00 2333 .00 8.89 .00 40.0 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fx Fy Fz Mx My Mz ------------------------------------------------------------------------------------- psf ft^2 Kip Kip Kip K-ft K-ft K-ft Leeward Wall -2.18 284 .00 0.62 .00 2.8 .0 .0 Side Wall -14.09 639 -9.00 .00 .00 .0 40.5 .0 Side Wall -14.09 639 9.00 .00 .00 .0 -40.5 .0 •••• •••••• • •••• •••••• • 3 Windward Wall 29.19 284 .00 8.28 .00 37.2 .0 .0 Roof (0 to h/2) -19.86 80 .00 -0.27 1.56 51.0 .0 .0 Roof (h/2 to h) -19.86 144 .00 -0.49 2.81 81.6 .0 .0 Roof (h to 2h) -8.32 288 .00 -0.41 2.36 51.9 .0 .0 Roof (>2h) -8.32 623 .00 -0.89 5.11 37.6 .0 .0 Roof (>2h) -2.55 1135 .00 0.49 2.85 -44.4 .0 .0 Roof (0 to h/2) -19.86 64 .00 -0.22 1.25 43.7 .0 .0 Roof (>2h) -2.55 64 .00 0.03 0.16 -5.6 .0 .0 OH Bot Windward 23.08 63 .00 .00 1.45 53.1 .0 .0 Side Wall -14.09 244 -3.43 .00 .00 .0 38.3 .0 Side Wall -14.09 244 3.43 .00 .00 .0 -38.3 .0 ------------------------------------------------------------------------------------- Total .00 4793 .00 7.14 17.56 308.8 .0 .0 Normal to Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Fy Fz Mx MY Mz ------------------------------------------------------------------------------------- paf ft^2 Rip Rip Rip K-ft K-ft K-ft Leeward Wall -2.18 284 .00 0.62 .00 2.8 .0 .0 Side Wall -14.09 639 -9.00 .00 .00 .0 40.5 .0 Side Wall -14.09 639 9.00 .00 .00 .0 -40.5 .0 Windward Wall 29.19 284 .00 8.28 .00 37.2 .0 .0 Side Wall -14.09 244 -3.43 .00 .00 .0 38.3 .0 Side ------------------------------------------------------------------------------------- Wall -14.09 244 3.43 .00 .00 .0 -38.3 .0 Total .00 2333 .00 8.89 .00 40.0 .0 .0 Normal to Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx Fy Fz Mx MY Mz paf ft^2 Rip Kip Kip K-ft K-ft • K-fib ---------------------------------------------------------------------------------�-� Windward Wall 9.60 284 .00 2.72 .00 12.2 .0 •• .0 Roof (0 to h/2) 4.80 14 .00 0.07 .00 0.6 .0 • Y•• • .b Roof (h/2 to h) 4.80 25 .00 0.12 .00 1.2 .00•••0.40 • Roof (h to 2h) 4.80 49 .00 0.24 .00 2.7 •0 60•••0 Roof (>2h) 4.80 106 .00 0.51 .00 7.1 .00 .40 Roof (>2h) 4.80 194 .00 0.93 .00 11.6 .0 00•0.0 Roof (0 to h/2) 4.80 11 .00 0.05 .00 0.5 .0•••••.do Roof (>2h) 4.80 11 .00 0.05 .00 0.5 .000 • • ••0 ------------------------------------------------------------------------------------- Total .00 693 .00 4.69 .00 36.3 .0• ••••••:0 Notes - Normal to Ridge • • Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht •••• Note (2) Wall 6 Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Overhang bottom based upon windward wall Cp and GCpi = 0. Note (6) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 9.8 Deg, h/l= 0.13 Note (7) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (8) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (9) Area* = Area of the surface projected onto a vertical plane normal to wind. MWFRS-Wall Pressures for Wind Normal to 71 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure --------------- +GCpi (psf) -GCpi (psf) ----------------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ------------------------------------------------------------------- ft paf +GCpi -GCpi +/-GCpi Windward 15.50 0.85 1.00 0.80 34.18 17.13 29.35 37.67 Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof - Dist from Windward Edge Cp Pressure Pressure ---------------------------------------------------------------- +GCpi(psf)-GCpi(pef) Roof: 0.0 ft to 6.1 ft -0.90 -32.07 -19.86 •••• •••••• • • • • • • • • • • •••• •••••• • • • • • •••• ••00*000 • • • •••••• 00 0 • • •• • 4 Roof: 6.1 ft to 12.3 ft -0.90 -32.07 -19.86 Roof: 12.3 ft to 24.5 ft -0.50 -20.53 -8.32 Roof: 24.5 ft to 31.5 ft -0.30 -14.76 -2.55 Along Ridge - Base Reactions - Walls+Roof +GCpi Description Press Area Fx Fy Fz Mx My Mz ------------------------------------------------------------------------------------- psf ft^2 Rip Rip Rip K-ft K-ft K-ft Leeward Wall -20.53 639 13.12 .00 .00 .0 -59.0 .0 Side Wall -26.30 284 .00 7.46 .00 33.6 .0 .0 Side Wall -26.30 284 .00 -7.46 .00 -33.6 .0 .0 Windward Wall 16.97 639 10.84 .00 .00 .0 -48.8 .0 Roof (0 to h/2) -32.07 162 .00 -0.89 5.12 79.9 -69.2 -12.0 Roof (0 to h/2) -32.07 162 .00 0.89 5.12 -79.9 -69.2 12.0 Roof (0 to h/2) -32.07 9 .00 -0.05 0.29 10.1 -3.9 -0.7 Roof (0 to h/2) -32.07 9 .00 0.05 0.29 -10.1 -3.9 0.7 Roof (h/2 to h) -32.07 162 .00 -0.89 5.12 79.9 -46.1 -8.0 Roof (h/2 to h) -32.07 162 .00 0.89 5.12 -79.9 -46.1 8.0 Roof (h/2 to h) -32.07 9 .00 -0.05 0.29 10.1 -2.6 -0.5 Roof (h/2 to h) -32.07 9 .00 0.05 0.29 -10.1 -2.6 0.5 Roof (h to 2h) -20.53 324 .00 -1.14 6.56 102.3 -14.8 -2.6 Roof (h to 2h) -20.53 324 .00 1.14 6.56 -102.3 -14.8 2.6 Roof (h to 2h) -20.53 18 .00 -0.06 0.37 12.9 -0.8 -0.1 Roof (h to 2h) -20.53 18 .00 0.06 0.37 -12.9 -0.8 0.1 Roof (>2h) -14.76 486 .00 -1.23 7.08 110.4 63.7 11.0 Roof (>2h) -14.76 486 .00 1.23 7.08 -110.4 63.7 -11.0 Roof (>2h) -14.76 27 .00 -0.07 0.40 13.9 3.6 0.6 Roof (>2h) -14.76 27 .00 0.07 0.40 -13.9 3.6 -0.6 Leeward Wall -20.53 244 5.01 .00 .00 .0 -55.9 .0 Windward Wall 17.13 244 4.18 .00 .00 .0 -46.6 .0 ------------------------------------------------------------------------------------- Total .00 4730 33.15 .00 50.46 .0 -350.6 • • .0 as • Along Ridge - Base Reactions - Walls Only +GCpi •••••• • Description Press Area Fx Fy Fz Mx My • • psf ft^2 Kip Kip Kip K-ft K-ft • K-ft • ------------------------------------------------------------------------------- ••••------ Leeward Wall -20.53 639 13.12 .00 .00 .0 -59.000000.40 Side Wall -26.30 284 .00 7.46 .00 33.6 .0000•0.60 Side Wall -26.30 284 .00 -7.46 .00 -33.6 • 0 Windward Wall 16.97 639 10.84 .00 .00 .0 • -48.80 • • • • i0 • •0 Leeward Wall -20.53 244 5.01 .00 .00 .0 -55.90 !0 Windward Wall 17.13 244 4.18 .00 .00 .0 -46.6• 0.0 ----------------------------------------------------------------------------- -t---s-�- Total .00 2333 33.15 .00 .00 .0 210.4 •• 0 Along Ridge - Base Reactions - Walls+Roof -GCpi Description Press Area Fx Fy Fz Mx My Mz ------------------------------------------------------------------------------------- psf ft^2 Kip Kip Kip K-ft K-ft K-ft Leeward Wall -8.32 639 5.31 .00 .00 .0 -23.9 .0 Side Wall -14.09 284 .00 3.99 .00 18.0 .0 .0 Side Wall -14.09 284 .00 -3.99 .00 -18.0 .0 .0 Windward Wall 29.19 639 18.65 .00 .00 .0 -83.9 .0 Roof (0 to h/2) -19.86 162 .00 -0.55 3.17 49.5 -42.8 -7.4 Roof (0 to h/2) -19.86 162 .00 0.55 3.17 -49.5 -42.8 7.4 Roof (0 to h/2) -19.86 9 .00 -0.03 0.18 6.2 -2.4 -0.4 Roof (0 to h/2) -19.86 9 .00 0.03 0.18 -6.2 -2.4 0.4 Roof (h/2 to h) -19.86 162 .00 -0.55 3.17 49.5 -28.5 -4.9 Roof (h/2 to h) -19.86 162 .00 0.55 3.17 -49.5 -28.5 4.9 Roof (h/2 to h) -19.86 9 .00 -0.03 0.18 6.2 -1.6 -0.3 Roof (h/2 to h) -19.86 9 .00 0.03 0.18 -6.2 -1.6 0.3 Roof (h to 2h) -8.32 324 .00 -0.46 2.66 41.4 -6.0 -1.0 Roof (h to 2h) -8.32 324 .00 0.46 2.66 -41.4 -6.0 1.0 Roof (h to 2h) -8.32 18 .00 -0.03 0.15 5.2 -0.3 -0.1 Roof (h to 2h) -8.32 18 .00 0.03 0.15 -5.2 -0.3 0.1 Roof (>2h) -2.55 486 .00 -0.21 1.22 19.0 11.0 1.9 Roof (>2h) -2.55 486 .00 0.21 1.22 -19.0 11.0 -1.9 Roof (>2h) -2.55 27 .00 -0.01 0.07 2.4 0.6 0.1 Roof (>2h) -2.55 27 .00 0.01 0.07 -2.4 0.6 -0.1 Leeward Wall -8.32 244 2.03 .00 .00 .0 -22.6 .0 Windward Wall 29.35 244 7.15 .00 .00 .0 -79.9 .0 Y Y •••• •••••• •••••• 00 • • • • •• ••••• • • • • •••• •••••• • •• • • • •••••• •••••• •••••• • • • 00 • 5 ------------------------------------------------------------------------------------- Total .00 4730 33.15 .00 21.59 .0 -350.6 .0 Along Ridge - Base Reactions - Walls Only -GCpi Description Press Area Fx Fy Fz Mx My Mz psf ft^2 Rip Kip Kip R-ft K-ft K-ft ------------------------------------------------------------------------------------- Leeward Wall -8.32 639 5.31 .00 .00 .0 -23.9 .0 Side Wall -14.09 284 .00 3.99 .00 18.0 .0 .0 Side Wall -14.09 284 .00 -3.99 .00 -18.0 .0 .0 Windward Wall 29.19 639 18.65 .00 .00 .0 -83.9 .0 Leeward Wall -6.32 244 2.03 .00 .00 .0 -22.6 .0 Windward Wall 29.35 244 7.15 .00 .00 .0 -79.9 .0 ------------------------------------------------------------------------------------- Total .00 2333 33.15 .00 .00 .0 -210.4 .0 Along Ridge - Base Reactions - Walls+Roof MIN Description Press Area* Fx Fy Fz Mx My Mz psf ft^2 Kip Kip Kip K-ft K-ft K-ft ------------------------------------------------------------------------------------- Windward Wall 9.60 639 6.13 .00 .00 .0 -27.6 .0 Windward Wall 9.60 244 2.34 .00 .00 .0 -26.1 .0 ------------------------------------------------------------------------------------- Total .00 883 8.47 .00 .00 .0 -53.7 .0 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.29 Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) Area* = Area of the surface projected onto a vertical plane normal wvt' Total Base Reaction Summary ••, ••• Description Fx Fy Fz Mx My a**:** Az Kip Kip Kip K-ft K-ft • tap • -------------------------------------------------------------------------------we rw-- Normal to Ridge Walls+Roof +GCpi .0 7.1 46.4 308.8 •0 •a•••s0 Normal to Ridge Walls Only +GCpi .0 8.9 .0 40.0 .0 • •0 Normal to Ridge Walls+Roof -GCpi .0 7.1 17.6 308.8 .0 •• as .0 Normal to Ridge Walls Only -GCpi .0 8.9 .0 40.0 .0 • • • • • e O Normal to Ridge Walls+Roof MIN .0 4.7 .0 36.3 .0 • :0 Along Ridge Walls+Roof +GCpi 33.1 .0 50.5 .0 -350.6 .0 Along Ridge Walls Only +GCpi 33.1 .0 .0 .0 -210.4 •••.O Along Ridge Walls+Roof -GCpi 33.1 .0 21.6 .0 -350.6 •• 0.0 Along Ridge Walls Only -GCpi 33.1 .0 .0 .0 -210.4 .0 Along Ridge Walls+Roof MIN 8.5 .0 .0 .0 -53.7 .0 Notes Applying to MWFRS Reactions: Note (1) Per Fig 27.4-1, Note 9, Use greater of Shear calculated with or without roof. Note (2) X= Along Building ridge, Y = Normal to Building Ridge, Z = Vertical Note (3) MIN = Minimum pressures on Walls = 9.6 psf and Roof = 4.8 psf Note (4) MIN area is the area of the surface onto a vertical plane normal to wind. Note (5) Total Roof Area (incl OH Top) = 2397.73 sq. ft Wind Pressure on Components and Cladding (Ch 30 Part 1) •••• •••••• • Sao • • •• •••••• • • • •• • • • • •• ••••• • • 0000 •••• •••••• • • • • • •••••• • •••••• 00 • • 6 f 1 1 1 Roof not F f F I 1 I I I 1 1 °} °~�� sr�• E I i I I arti I 1 11 I.j .� Gable Roo[ i < 8 = 3-5 All pressures shown are based upon ASD Design, with a Load Factor of .6 Width of Pressure Coefficient Zone "a" = = 3.15 ft Description Width Span Area Zone Max Min Max P Min P ----------------------------------------------------------------------- ft ft £t^2 GCp GCp psf psf 10SF 2.00 5.00 10.0 1 0.50 -0.90 23.08 -36.66 10SF 2.00 5.00 10.0 2 0.50 -1.70 23.08 -63.81 10SF 2.00 5.00 10.0 3 0.50 -2.60 23.08 -94.36 10SF 2.00 5.00 10.0 4 0.90 -1.10 36.66 -43.45 10SF 2.00 5.00 10.0 5 0.90 -1.40 36.66 -53.63 20SF 2.00 10.00 33.3 1 0.40 -0.85 19.53 -34.88 20SF 2.00 10.00 33.3 2 0.40 -1.44 19.53 -54.94 20SF 2.00 10.00 33.3 3 0.40 -2.29 19.53 -83.71 20SF 2.00 10.00 33.3 4 0.82 -1.01 33.84 -40.31 20SF 2.00 10.00 33.3 5 0.82 -1.22 33.84 -47.36 40SF 4.00 10.00 40.0 1 0.38 -0.84 18.99 -34.61 40SF 4.00 10.00 40.0 2 0.38 -1.40 18.99 -53.59 40SF 4.00 10.00 40.0 3 0.38 -2.24 18.99 -82.10 40SF 4.00 10.00 40.0 4 0.80 -0.99 33.41 -39.84 40SF 4.00 10.00 40.0 5 0.80 -1.19 33.41 -46.41 6SOF 6.00 10.00 60.0 1 0.34 -0.82 17.80 -34.02 60SF 6.00 10.00 60.0 2 0.34 -1.31 17.80 -50.60 60SF 6.00 10.00 60.0 3 0.34 -2.13 17.80 -78.51 60SF 6.00 10.00 60.0 4 0.78 -0.96 32.46 -38.78 60SF 6.00 10.00 60.0 5 0.78 -1.13 32.46 -44.30 BOSF 8.00 10.00 80.0 1 0.32 -0.81 16.95 -33.59 BOSF 8.00 10.00 80.0 2 0.32 -1.25 16.95 -48.48 BOSF 8.00 10.00 80.0 3 0.32 -2.06 16.95 -75.97 80SF 8.00 10.00 80.0 4 0.76 -0.94 31.79 -38.03 80SF 8.00 10.00 80.0 5 0.76 -1.08 31.79 -42.80 100SF 4.00 10.00 40.0 1 0.38 -0.84 18.99 -34.61 100SF 4.00 25.00 208.3 2 0.30 -1.20 16.29 -46.84 100SF 4.00 25.00 208.3 3 0.30 -2.00 16.29 -73.99 100SF 4.00 25.00 208.3 4 0.69 -0.87 29.54 -35.54 100SF 4.00 25.00 208.3 5 0.69 -0.93 29.54 -37.82 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf • • •••• •••••• •••••• •• •••••• • •••• • •• ••••• • •••••• •••• ••••• •• •• •••• •••••• • • • • • •••••• 7 Masonry• L' is *#,:i KW-06011156 Description: ITAY BENZVI CMU WALL Code References _ Calculations per ACI 530-13, IBC 2015, CBC 2016, ASCE 7-10 Load Combinations Used: ASCE 7-10 General Information Construction TypWouted Hollow Concrete Masonry F'm = 1.50 ksi Nom. Wall Thicknes, Fy - Yield = 60.0 ksi Actual Thickness Fr - Rupture = 61.0 psi Rebar "d" distance Em = fm * = 900.0 Lower Level Rebar ... Max % of P bal. = 0.1212 Bar Size # Grout Density = 140 pcf Bar Spacing Block Weight Normal Weight Wall Weight = 61.0 psf Wall is grouted at rebar cells only One -Story Wall Dimensions A Clear Height = 9 ft B B Parapet height = 0.0 ft Wall Support ConditUp & Bottom Pinned -L. --- Lateral Loads Wind Loads: Full area WIND load 50 psf A i Calculations per ACI 530.13, IBC 2016, CBC 2016, ASCE 7-10 8 in Temp Diff across thickne: = deg F 7.625 in Min Allow Out -of -plane DO= 0 3.8125 in Minimum Vertical Steel % = 0.0020 5 24 in Roof A!tachment ••w Floor Attachment r •• is •• • • I • • • .% Seismic Loads: Wall Weight Seismic Load Input Method :Direct entry of Lateral Wall Weight Seismic Wall Lateral Load 0 psf Fp 1.0 = 0.0 psf 8 Slender Lic #-;KW-06011156 Description: ITAY BENZVI CMU WALL DESIGN SUMMARY Results reported for Width" of 12.0 in Governing Load Combination ... Actual Values __ Allowable Values ... PASS Moment Capacity Check Maximum Bending Stress Rat0.2017 +0.90D+W Max Mu 0.5056 k-ft Phi * Mn 2.506 k-ft PASS Service Deflection Check Actual Defl. Ratio U 4,962 Allowable Defl. Ratio 150 W Only Max. Deflection 0.02177 in PASS Axial Load Check Max Pu / Ag 5.631 psi Max. Allow. Defl. 0.720 in +1.20D+W Location 4.350 ft 0.2 * fm 300.0 psi PASS Reinforcing Limit Check Controlling As/b( 0.003388 As/b-0212 rho bal 0.1212 Maximum Reactions for Load Combinatiof Top Horizontal W Only 0.2250 k Base Horizontal W Only 0.2250 k Vertical Reaction +D+0.450W 0.5490 k Design Maximum Combinations - Moments Results reported for "Strip Wj&h* I j2 in. ---_---_____-_-___-_________-__-___--__________ A)aal Load __r____•_-__-__iT WN-6-i-• • Moment Values • • • .6 * • • • •As •. Load Combination Pu 0.2*fm*b*t Mcr Mu Phi Phi Mn As Ratio rh�gj •i•ii• k k k-h k-ft k-ft in"2 • •iiiii 0.000 0.000 0.00 0.00 0.00 0.00 0.000 • i 7.6000 0.0500 :....: 0.000 0.000 0.00 0.00 0.00 0.00 0.000- O.W00 • ,00oe +1.20D+0.50W at 4.20 to 4.50 0.351 18.720 0.47 0.25 0.90 ... ...... 2.53 0.155ii•i..Q034 Q0.1�.10 • • +1.20D-0.50W at 4.20 to 4,50 0.351 18.720 0.47 0.25 0.90 ii • i•ii• 2.53 0.155.• p•1��e •' •ge034 • • • • • • +1.20D+W at 4.20 to 4.50 0.351 18.720 0.47 0.51 0.90 2.53 0.155,i * iaQ034 0.1.210 •' +1.20D-W at 4.20 to 4.50 0.351 18.720 0.47 0.51 0.90 2.53 0.15rs •0.4034 i 0.12J 0 0.000 0.000 0.00 0.00 0.00 0.00 0.000 a.0000 : YoNd +0.90D+W at 4.20 to 4.50 0.264 18.720 0.47 0.51 0.90 2.51 0.155 • • •0.9034 01241 : • • • : +0.90D-W at 4.20 to 4.50 0.264 18.720 0.47 0.51 0.90 2.51 0.155 0.0034 VM 211 0.000 0.000 0.00 0.00 0.00 0.00 0.000 0.0000 0.0000 Design Maximum Combinations - Deflection Results reported for "Strip Width" = 12 in. Axial Load Moment Values Stiffness Deflections Load Combination Pu Mcr Mactual I gross I cracked I effective Deflection Defl. Ratio k k-ft k-ft n14 in14 in14 in 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 +D+0.60W at 4.20 to 4.50 0.293 0.47 0.30 353.60 30.35 353.600 0.009 11,659.1 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 +D+0.45OW at 4.20 to 4.50 0.293 0.47 0.23 353.60 30.35 353.600 0.007 15,545.5 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 +0.60D+0.60W at 4.20 to 4.50 0.176 0.47 0.30 353.60 30.06 353.600 0.009 11,662.3 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 W Only at 4.50 to 4.80 0.000 0.47 0.51 353.60 29.64 52.179 0.022 4,961.8 0.000 0.00 0.00 0.00 0.00 0.000 0.000 0.0 Reactions - Vertical & Horizontal Results reported for "Strip Width" = 12 in. Load Combination Base Horizontal Top Horizontal Vertical @ Wall Base D Only 0.0 k 0.00 k 0.549 k +D+0.60W 0.1 k 0.14 k 0.549 k +D+0.70E 0.0 k 0.00 k 0.549 k +D+0A50W 0.1 k 0.10 k 0.549 k +D+0.5250E 0.0 k 0.00 k 0.549 k 9 --------------------------------------------- -------------------------------------- Masonry Slender Wall Description: ITAY BENZVI CMU WALL +0.60D+0.60W 0.1 k 0.14 k 0.329 k +0.60D+0.70E 0.0 k 0.00 k 0.329 k W Only 0.2 k 0.22 k 0.000 k E Only 0.0 k 0.00 k 0.000 k Owe* • • 00. Y• • ••• • • • •.•.•• • • . • • ••...• • • • • ! • .•...• so •• • •. • • • • . •• . 10 - Reinforced Beam Calculation: - Tributary Span: 25'-0"/2 Dead Load: 25 PSF Live Load: 20 PSF Concrete beam self -weight: 8 x 12 x 1-50 = 100 lb 144 Beam span: 16'-6" Total load above the concrete beam: (25+20) x25'-0"/2 + 100 lb/ft = 1225 lb/ft qlZ l 10.02 • `• Maximum Bending Moment at the middle of the span:= = 1225 x 15.3 kip?' ss.•pt ....: w 8 .. ... 15.3x1000x12 3 Minimum required Section Modulus: = 8.5 in ...... • �.: ....i. 0.6x36000 •••••• • • • Provided section: 8x 12 Existing Concrete Beam +3/4"x 12" Steel Plate each face.. ` ; '..' ..... 2 2 0'75 66 ..:w.: •....• ..... 612 = Provided Section Modulus: 2 x = 2 x • • • ...... • 11 I REVISIONS II SCOPE OF WORK: 1. NEW BED ROOM ADDITION INTO THE EXISTING BUILDING. GENERAL STRUCTURAL NOTES : 1. CODES: ALL WORK SHALL CONFORM TO THE 1.1 FLORIDA BUILDING CODE, 2017 6TH EDITION, 1.2 ACI 318-14, 1.3 A. I. S. C. 15TH EDITION, 1.4 ASCE 7-10 2. DESIGN CRITERIA: 2.1 WIND LOADS: IN ACCORDANCE WITH ASCE 7-10 AND F.B.C. 2017. [BUILDING CATEGORY 11; 175 MPH WIND SPEED; EXPOSURE C. 3. DIMENSIONS AND CONDITIONS: 3.1 ALL DIMENSIONS AND CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE, REQUEST CLARIFICATION FROM THE ARCHITECT OR ENGINEER. 3.2 SEE ARCHITECTURAL PLANS FOR ALL ELEVATIONS AND DIMENSIONS NOT SHOWN. 3.3 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING TO ENSURE SAFE WORKING CONDITIONS AT ALL TIMES. THE INVESTIGATION, SHORING, TEMPORARY SUPPORTS, ETC. ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. FOUNDATION: THE FOUNDATION IS DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017 EDITION. EXISTING SOILS, SOILS PREPARATION & ALLOWABLE BEARING AS FOLLOW: 4.1 SOIL AT THIS SITE IS SAND AND ROCK ADEQUATE TO SUPPORT THE DESIGN LOAD OF 2000 PSF AFTER EXCAVATION. SIGNED AND SEALED LETTER WILL BE SUBMITTED BY THE SOIL ENGINEER ATTESTING THAT THE SITE HAS BEEN OBSERVED AND THE FOUNDATION CONDITION ARE SIMILAR TO THOSE UPON WHICH THE DESIGN IS BASED ON. 4.3 ALL GEOTECHNICAL WORK MUST BE PERFORMED UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER TO VERIFY COMPLIANCE WITH THE DESIGN CONCEPTS, SPECIFICATIONS AND RECOMMENDATIONS TO VERIFY COMPLIANCE WITH THE DESIGN CONCEPTS, SPECIFICATIONS AND RECOMMENDATIONS 5. CONCRETE: ALL CAST IN PLACE CONCRETE IN THIS JOB SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS AS FOLLOWS : 5.1 COLUMNS, TIE COLUMNS, CONCRETE BEAMS, TIE BEAMS : f'c=4000 PSI 5.2 FOUNDATION, SLAB: f'c=4000 PSI.(U.O.N.) 6. HOLLOW CONCRETE MASONRY UNITS: SHALL BE OF A QUALITY OF AT LEAST EQUAL TO THAT REQUIRED BY ASTM C — 90 STANDARD SPECIFICATIONS. THE MINIMUM PRISM COMPRESSIVE STRENGTH ( F'C ) OF MASONRY UNITS SHALL BE 1900 PSI AT AGE OF 28 DAYS, THE CONCRETE MASONRY STRENGTH f'm , SHALL BE MIN. OF 1500 PSI. NOTE: CONTRACTOR SHALL SHORE ROOF SYSTEM PRIOR TO REMOVE THE BLOCK WALLS NORTH ELEVATION SG1E i/8'�1'-0' I # I DATE I DESCRIPTION 11 •••• • ' • • •••• •••000000 •• • •••••' ••• • • • • • ••••• • •••• 60:09••i 00 000040 •••• •••••• ' • • ' • • • • CALC *GfM@EERING • • • • " • • • • :www.calceng.com • • 5300 NVV%Av€ Unit 10A1 • • •. DORAL %43366 Phone: (305) 898-9995 ENGINEERING BUSINESS CA CERTIFICATION: 32566 l4 / Evr Lftte rL" PROJECT: 366 NE 99th ST NUAMI SHORE, FL 33138 Icum i a� & YBzVI II z ITTLE.dENERAL NOTED & WE PLAN 0 w DATE: ,U`IE_2E1�� JOB NO: 6NEETM F- r -- %� Cn N � IP (,1 :m ORN . ; B.T.GN 4. APPROVEOBV: / 82038 % = :z ` O �. * — STATE OF 22 o l/ EGSTW mir W/ 2 /a 00kr. C0IJPACft SQL SECTION 1-1 SCALE IE]/orAX LQ ABOYE Rf7•DROM W- Ai/ smaun • a• 0/c pm VJJ] m PpAx'cx D FRom RAN N SCALE aW CoNC. sAL W/ 2 I a CONS. NETT' Ir CNU wa w/ Is • Ir 0/C. W AND EP0z1• WTO THE WW— BEAN /TWA WL e' d1 M - E 1W0 (V� -NEW e' C►lu MALL - DRILL FEPDXY rto 7E pCOLLIMN 4e1. e 0 te• O/C VERTICALLY EX. CWICR£.TE 3�MAARD /9 COLIAAfNI / O �V_�LHY61RI6Z� OORNE T OOL. TO NEW MALL CONNECTON SCALE N.T.SC 6% 6 W1.4 X W1.4 W.W.F 1 15 CDNT. 4'-0' -- X .314 n 77II _ III ~ I 1 VAPOR BARRIER 8' 1 AS REO'D_ TW. THCIG34E) EDIM DUAL (TE) (TYP_ AT DISCONnWOW EDGE OF SLAB) EX. KAM 12X W ST. PLATE E.S. it W THRU BOLT 0 12' O/C STAGGERED 4:= EX SECTION 2-2 SCALE 3/e-1'-0' 12X W STEEL PLATE E.F. EX BEAM REWORC.'IBIII W SCALE: /5 024- O.C. DRILL & DOWEL TO EXITING WALL W/ WIN. 4' EMBED. EXISTING WALL DRILL 6' INTO EXISTING CONC. FOOTING BELOW & SET 2 /7 X 3'-6' DOWELS IN EPDXY, EXISTING FOOTING OONVEC'TION DETAL FOR START COLUMN TO BaSTM WALL SCALE Nam REVISIONS DATE I DESCRIPTION a••• • • ibila, • s � • • • • • • • CALC E181'NEERING • • • • • • Owww.caleeng.com • • 5300 NW%8,Aq Unft 1044 • • • DORAL Ft83166 Phone: (305) 898-9995 ENGINEERING BUSINESS CA CERTIFICATION: 32566 PROJECT: 366 NE 99th ST MIAMI SHORE, FL 33138 ANT LAL& ITAY BENOOZVI II TITLE: p PLANO & DEPA" H O w DATE: Joeao SKEETa TUNE-2018 0-2 04 LIJ STATE OF I� Q� w JOHN IBARRA & ASSOCIATES. INC. MAP OF BOUNDARY SURVEY Professional Land Surveyors & Mappers 3GG NE 99th STREET, MIAMI, FLORIDA ZIP 33138 W W W.I BARRALAN DS U RVEYORS. COM 777 N.W. 72nd AVENUE 4851 TAMIAMI TRAIL NORTH GRAPHIC SCALE NE 9thu i ` SUITE 3025 SUITE # 200 NE 99L1 St MIAMI, FLORIDA 33126 NAPLEE, FL 34103 _ PH: (305) 262-0400 PH: (239) 540-2660 -20 O O 20 ABBREV/ATIONSANDMEANINGS ^_' FAX: (305) 262-0401 FAX: (239) 540-2664 r A - ARC AC - AIR OER PAD. y p� F-1 A.C.= ANCHORR PEA5 A5EN1[NT. - < ' SET T.B.M. T.B.M. A5-W AMNUMS ED. sAM ALUMI UM ROOF. 22' ASPHALT NAIL & DISK 0 ASP".' ASPHALr. NE 99th STREET °� (IN FEEn B.C.= B O[R PVMT. ELEV. =9.81' B.c.R-BROWARI)WARD COUNTY RECORDS 1 INCH = 20 FEET �-,�„,� _ \° x x�0 .O - B.O.B.- W55 Or BEARINGS. B.5.L - BUILDING 5ETBACK LINE NE 9Blh�'• • • 317, C - CALCULATED NE 96th St • • O' CB - CATCH BA51N. • 0000 • • • . • • CAB - CONCRETE BLOCK STRUCTURE. • • • • °L 75' TOTAL RIGHT-OF-WAY b 5 ate - CONCRETE - o oR BLOCK WAU- • • • • • • • • CH.B.- GALORE BEARING.CL CLEAR • • • • • • • • • • f • • • a " \ C LE - LHNN LINK F[NC[ O 0 m RETURNf. m O v c(A) BRICKPAVER I.R. 1/ • ��. CONC. 5WK 100.Q0' . 78:34' NO CAP \ , S�gsA F.I . R. 112" NO CAP �O x BRICK PAVER 00 b 910 \O ELI ICJ i WALK x 0 Uri °. x - m / Q r 2LU cV ® m ,U � O� m 5-� ©x \° 0 14.54-1-1 0.87CL. �'� v 0 i ,' 15.G5' _ 0.29' CL. C.L.F. 2 ° h E O m C.B.W. C.B.W. I I \O' �® STEPS O� * W.F. 0.45' (-I 14.G7 _ j W o LOT-5 I.F. 13.G0' o PORCH \ PORCH O W 0.25' ENCR. OHO BLOCK - 41 0.20' CC` Ln 41.50 N Z u (C) A/C ELEV. = 10.46' _ W xh(a =w o ONE STORY x N TEES. # 3GG EATER ,ENCROACHMENTNOTES. c `°\ PAD LOT-4 FLOOR ELEV.= 1 1.98' LOT-3 C A. NORTH SIDE OF THE SUBJECT BLOCK - 41 FLOOR ELEV.= 10.87' BLOCK - 41 POOL FILTER W) PROPERTY, BRICK PAVER RETURN IS `' FLOOR ELEV.= 10.47' ENCROACHING INTO THERIGHTOFWAY 14.G5' 23.57' N.G.V.D. (29) )_POOL OFNE99th STREET. >jD 00 - I PUMP B. WEST SIDE OF THE SUBJECT PROPERTY, CONCRETE BLOCK WALL IS TILE 33.54' 14.50' ENCROACHING INTO THE NEIGHBOR'S © p , 0 TERRACE Off° LOT-2 C. EAST SIDE OF THE SUBJECT PROPERTY >j� 7 9 13.73' ©\° L BLOCK-41 NEIGHBOR'S WOOD FENCE IS X ENCROACHING INTO THE SUBJECT x PROPERTY. C.B.W. O o n -Y _ �G, _ TILE POOL DECK TREE TABLE No. NAME "DIAMETER (Ft.)" "HEIGHT (Ft.)" "SPREAD (Ft.)" 1 PALM 1.80 40.00 8.00 2 PALM 1.80 40.00 8.00 3 OAK 3.00 40.00 35.00 4 OAK 2.00 50.00 30.00 5 PALM 1.30 10.00 8.00 6 PALM (2) 0.50 30.00 6.00 7 PALM 0.50 30.00 6.00 8 PALM 0.50 10.00 6.00 9 PALM (2) 0.45 35.00 6.00 10 PALM (4) 0.50 30.00 6.00 11 PALM (3) 0.40 30.00 6.00 12 OAK 1.90 40.00 25.00 13 PALM 0.75 20.00 6.00 14 PALM 1.10 20.00 6.00 15 PALM (2) 0.40 30.00 6.00 16 PALM (3) 0.65 35.00 6.00 17 PALM 0.45 30.00 6.00 18 PALM 0.80 12.00 4.00 19 PALM 0.60 30.00 6.00 20 PALM 0.40 20.00 4.00 21 PALM (3) 0.65 30.00 6.00 22 PALM (2) 0.45 30.00 4.00 23 PALM (3) 0.40 20.00 4.00 24 COCONUT PALM 1.20 30.00 12.00 25 PALM 0.35 13.00 4.00 26 SEAGRAPE 0.45 18.00 1 10.00 27 SEAGRAPE 0.90 20.00 1 12.00 C.M.E.- CANAL MAINTENANCE EASEMENTS. - • • LOrj.TjbN SKI qH • • •... CONC. PORCH. • • C.5.- CONCRETE 5IAB. • SCALE =N.T.Q. • • C.U.P.- CONC. UDUTY POLE C.W.- CONCRETE WALK D.e.- DRAINAGE EASEMENT . DRAINAGE MAINTENANCE EASCMENT9 LEGAL NOTES TO ACC99! KETCH OF SURVEY : **:see DRfVEWD.M.E.- AY TTq • THERE MAY BE EASEMENTS RECORDED YI JHE SI�I.I RECORD` Y7 N T11I5DCGPM f • • • • • • SURVEY. EASEfMC BOX • • THE PURP05E OF THI5 SURVEY 15 FOR SA 1%9EVALNING TITLE IN5URWE AND FINANCING ET.P.- ELECTRIC TRANSFORMER PAD. • AND SHOULD NOT BE USED FOR CON5jkUCTX94 PLINFOSE5. • ELEV.- rINCROAN. • IXAMINATIONS OF THE ABSTRACT OF WILL HA TO BE MA♦!E TO DETERMINE • ► • • i • EN„ . FIRE T. RECORDED INSTRUMENTS, IF ANY, AFFWTING THF•PROPERTY. • • • • • • F.I.P.- FOUND IRON PIPe. • TH15 SURVEY 15 SUBJECT TO DEDICATIWN5, UWTATpN5, RE5TACTION5, RESERVATIONS%P • F.1.R- FOUND IRON ROD, EASEMENTS OF RECORD. • • • • • • • • • F.F.E.. FIN15NE0 NL4FLOOR ELEVATION. F.N.D.- FO/ND NNL { DESK • LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE GOMPAWY. • • FR - FRAME. • BOUNDARY 5URVEY MEANS A DRAWING AND/ OR A GRAPHIC REAFL6EMPTION OF THE SURVEY WORK FT' FEET. PERFORMED IN THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND/OR NOT TO SCALE; THE WALLS OR FNIF.= FEDERAL NATIONAL IN5URANLE F.N.- FOUND NAIL FENCES MAY BE EXAGGERATED FOR CLARITY PURPOSES. H.- HIGH (HEIGHT) EA5EMENT5 AS 5HOWN ARE PER PLAT BOOK, UNLE55 DEPICTED OTHERWISE. I.C.V.- IRRIGATION CONTROL VALVE • THE TERM TNCROACHMENP MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS. 1.F.- IRON FENCE EGA- INGRESS D EASEMENT. ANFbRL,S • ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS, 5ETBACK5 AND WILL BE LB. = caaNnre of artnom•Ln" LB.nBOG Lb. RESPONSIBLE FOR SUBMITTING LF.- Ucnr POLE. • PLOT PLANS WITH CORRECT INFORMATION FOR 'APPROVAL FOR AUTHOPJZATTOW TO THE LEE= LLAKE M FLOOR ELEVATION. L M.E.- MAINTENANCE EASEMENT. M PROPER AUTHORITIE5 IN NEW CONSTRUCTION. MINUTES. M5. • UNLESS OTHERWISE NOTED, THI5 FIRM HAS NOT ATTEMPTED TO LOCATE FOOTING ANDA7R M. - MEASURED D15TANCN. FOUNDATIONS. MB MAIL Box M.D.C. R- MENAI DADA COUNTY RECORDS • FENCE OWNERSHIP NOT DETERMINED. M.E.- MAINTENANCE GXMENTS THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE IXCWSIVE USE OF THE ENTRIES MON. - MCNLACNT UNE. NAMED HEREON, THE CERTIFICATE MH - NA MONUMMENMAN ENT LINE. • DOES NOT EXTEND TO ANY UNNAMED PARTY. N.A.P. = NOT A PART OF. NGVD . NATIONAL GEODEnc VERTICAL DATUM, FLOOD ZONE INFORMATION: N. - NORTH. N.T.5. - NOT TO SCALE. I -NO. - NUMBER THE NFIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN: cv5 - OFF5ET. FLOOD ZONE: 7P O.H. - OVERHEAD BASE FLOOD ELEVATION: WA o.H.L- OVERHEAD UTILITY UNes COMMUNITY: 120852 O.R.B. - OFFICIAL RECORD5 BOOR OVI - OVERHANG PANEL 0302 PVMT.- PAVEMENT. SUFFIX L PL-PLANTER. DATE OF FIRM., owl1/1009 PA - FRDI MrY UNE. P.C.C.- PO4NT OF COMPOUND CURVE. THE SUBJECT PROPERTY DOES NOT DE IN A SPECIAL FLOOD HAZARD AREA. P.C.- POINT OF CURVE. PT.- POINT Dr TANGENCY. SURVEYOR'S NOTES: FOC.- POINT OF COMMENCEMENT. POB.- POINT OF BEGINNING. 1. IF 5HOWN, BEARINGS ARE REFERRED TO AN A55UMED MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF F.R.C.= POINT OF REVERSE CURVE THE PROPERTY, IF NOT, BEARING5 ARE THEN REFERRED TO COUNTY, TOWNSHIP MAPS. F.E.- PUT BOOK. F.E. PAGE. 2. THE CLOSURE IN THE BOUNDARY SURVEY 15 ABOVE 1:7500 FT. wn. - PARKWAY. 3. CERTIFICATE OF AUTHORIZATION LB 8 780G. PRM. - PERMANENT REFERENCE MONUMENT. 4. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 MIAMI DADE P.LS.- PROF6510NAL LAND 5URVEYOF R.- RECORDED DISTANCE. COUNTY BENCH MARK A-802. LOCATOR NO. 3250 N; ELEVATION 15 8.98 FEET OF N.G.V.D. OF 1929. RR.- RNL ROAD. RE5.- RE51DENCE. PROP. COR-- PROPERTY CORNER SURVEYORS CERTIFICATION: -wAY Rw - R VIU5Of R.P.- ". RADIUS POW. I HEREBY CERTIFY: TH15'BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, HAS RECENTLY BEEN RRANGE. SURVEYED AND DRAWN UNDER MY SUPERVISION, AND COMPLIES WITH THE STANDARDS OF PRACTICE � ' ��Y' 5EC STORY. AS SET FORTH BY THE FLORIDA BOARD OF PROFE551ONAL LAND 5URVEYOR5 IN CHAPTER 5J-17, FLORI DA 5WK- SIDEWALK. ADMINISTRATIVE CODE PURSUA TO 472.027, FLORIDA STATUTES. 5.I.P.- 5ET IRON PIPE 1-5. •780G. 5.P. - 5CREENED PORCH 5 - SOUTH. - SECONDS T - TANGENT TB = TELEPHONE BOOTH T U.E.= TECHNOLOGY UTILITY EASEMENT 0111112018 'l ° 0 (I�C.D.W. > 6 w > 2 _ - 0 - - 2-1' _ _ - - _ _ ©. B. W. LEGAL DESCRIPTION: T5B . TRAFFIC 51GNAL BOX T.5.F. - TRAFFIC 51CW 871E TWP - TOLITY. P. UP`-LmUTY POLE. BY: CARLOS IBARRA (DATE OF FIELD WORK) GJ� T W.M.= WATEt METER FROFE551ONAL LAND SURVEYOR NO.: G770 STATE OF FLORIDA O \ - - LOT 3 AND 4, BLOCK 41 , AMENDED PLAT OF MIAMI SHORES WF'WOOD FENCE. W.R.- WOOD ROOF. (NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RA15ED SEAL OF A FLORIDA UCEN5ED SURVEYOR x 1 4 - \-,- �- POOL , 5 SECTION No. 1, ACCORDING TO THE PLAT THEREOF AS WM.- WATER METER W.F.-WOW FENCE. AND MAPPER). 0.40' ENCR. \O.O 15 o , -°0 m -� SPA RECORDED IN PLAT BOOK 10, PAGE 70, OF THE PUBLIC RECORDS OF MIAMI DADE COUNT- Y, FLORIDA. WR-WOOD �F W.5.- WOOD 5HED. WE5T. REVISED ON: (8) 0.41' CL. (� 1 OVERHEAD d 90 `s/ 6 CENTERLINE. p -CENTRAL ANGLE. ANGLE REVISED ON: F.I.P. g°� ,�� x /�` WIRE - e� c ys _ ON P.L. CERTIFICATION: ITAY BEN ZVI 1/2" NO CAP I• j I LF. I' �3 C.B.W. x 1 0 3 ® O � \ 'I a F.LP. I/2" LAUREN OHAYON LEGEND DRAWN BY: IFIELDDATE.- AS �,OS IBA U•P. �� NO CAP o-IH =OVERHEAD UTILITYLINES OQ��SIFICgT�� - - 0 0 0 0 0- o-I I----- = CONCRETE BLOCK WALL =CHAIN LINK FENCE 01/11/2018 �' d NO. G770 .O W.M. ' 10000,) OVERHEAD WIRE l0 N m \ x 9' A5PHALT - °� x 0j. OVERHEAD WIRE = IRON FENCE FENCE O0* -n . STATE OF O x �� O O \O 15'ALLEY PVMT. C5 �' -i/ =WOOD = BUILDING SETBACK LINE (N.A.P.) = UTILITY EASEMENT SURVEY NO: 18-000156-1cP �Q � 0F, W.M. =NM . 5 �qL LOT - 21 T- Y2 ( r J T LOT - 23 ( N LOT - 24 � NON-VTED EHICULCESS AR ACCESS RAv = NOSTING IX/STING SHEET: 1 OF 1 LAB BLOCK - 41 BLOCK - 41 C.B.W. BLOCK - 41 BLOCK - 41 x 0.00 = ELEV TIONS ELEVATIONS L.B.# 7806 SEAL .N WIND LOAD CALCULATION FOR WINDOWS PROJECT: LAUEN OHAYON & ITAY BENZVI 366 NE 99TH STREET MIAMI SHORE, FL 33138 CALC ENGINEERING 5300 NW 85 AVE DORAL FL 33166 STRUCTU; AL i-:LVI -V'J • APPROVED D/1,TE�11�1� ''•••. ••o., ENGINEER: MASOOD HAJALI PE LICENSE: 82038 RECEIVED Nov 0 8 Zola MecaWind Std v2.2.8.5 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Date 11/8/2018 Project No. JobNo Company Name True Designed By Engineer Address Address Description Description City City Customer Name Customer State State Proj Location Location File Location: C:\Users\Masood\AppData\Roaming\MecaWind\Default.wnd Input Parameters: Directional Procedure All Heights Building (Ch 27 Part 1) Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = C Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Alpha = 9.50 Zg = 900.00 ft At = 0.11 Bt = 1.00 Am = 0.15 Bm = 0.65 Cc = 0.20 1 = 500.00 ft Epsilon = 0.20 Zmin = 15.00 ft Pitch of Roof = 2.08 : 12 Slope of Roof(Theta) = 9.83 Deg h: Mean Roof Ht = 12.08 ft Type of Roof = GABLED RHt: Ridge Ht = 15.15 ft Eht: Eave Height = 9.00 ft OH: Roof Overhang at Eave- .00 ft Overhead Type = No Overhang Bldg Length Along Ridge = 31.50 ft Bldg Width Across Ridge= 71.00 ft tit�lt(Id;Q� Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 15.00 ft lzm: Cc*(33/Zm)^0.167 = 0.23 Lzm: 1*(Zm/33)^Epsilon = 427.06 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.90 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.87 Page 1 of 4 hA �� •'�C: E•N S' ° .1 a No 82038 STATE OF •:� %ems •S�� Fi \ .• s`0`,,s Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi GCPi : Internal Pressure Coefficient = +/-0.18 Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1 Kh: 2.01*(Ht/Zg)^(2/Alpha) = 0.85 Kht: Topographic Factor (Figure 6-4) = 1.00 • • • • Qh: .00256*(V)^2*1*Kh*Kht*Kd = 33.94 psf •• • •••••• • Cpww: Windward Wall Cp(Ref Fig 6-6) = 0.80 ••• • • ••: Roof Area = 2269.85 ft^2 •0490 �'••�• Reduction Factor based on Roof Area = 0.80 MWFRS-Wall Pressures for Wind Normal to 31.5 ft Wall (Normal to Ridge) �'••• •'••• • All pressures shown are based upon ASD Design, with a Load Factor of .6 '''••• ••••• • �•'•: • • • • • • •• • • •• •' Wall CP Pressure Pressure • so +GCpi (psf) -GCpi (psf) • •� • ••• --------------- -------_ Leeward Wall -0.29 14.90 -2.16 •------ •• � • Side Walls -0.70 -26.30 -14.09 �� • � ••• • •'•• •�••�• Wall Elev Kz Kzt Cp qz Press Press Total ••••• •••• • •• �0 ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- •• Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 31.37 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------------------------------------------- Roof: 0.0 ft to 4.5 ft -0.90 -32.07 -19.86 Roof: 4.3 ft to 9.0 ft -0.90 -32.07 -19.86 Roof: 9.0 ft to 18.0 ft -0.50 -20.53 -8.32 Roof: 18.0 ft to 71.Oft -0.30 -14.76 -2.55 Notes - Normal to Ridge Note (1) Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht Note (2) Wall & Roof Pressures = Qh*(G*Cp - GCPi) Note (3) +GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press Note (4) Total Pressure = Leeward Press + Windward Press (For + or - GCPi) Note (5) Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= 9.8 Deg, h/l= 0.13 MWFRS-Wall Pressures for Wind Normal to 71 ft wall (Along Ridge) All pressures shown are based upon ASD Design, with a Load Factor of .6 Wall Cp Pressure Pressure +GCpi (psf) -GCpi (psf) --------------- ------ ----------- ----------- Leeward Wall -0.50 -20.53 -8.32 Side Walls -0.70 -26.30 -14.09 Wall Elev Kz Kzt Cp qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ------------------------------------------------------------------- Windward 15.15 0.85 1.00 0.80 34.01 17.02 29.24 37.56 Windward 9.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51 Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) ---------------------------------------------------------------- Roof: 0.0 ft to 6.0 ft -0.90 -32.07 -19.86 Roof: 6.0 ft to 12.1 ft -0.90 -32.07 -19.86 Roof: 12.1 ft to 24.2 ft -0.50 -20.53 -8.32 Roof: 24.2 ft to 31.5 ft -0.30 -14.76 -2.55 Notes - Along Ridge Note (1) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.29 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon ASD Design, with a Load Factor of .6 Page 2 of 4 Width of Pressure Coefficient Zone "a" _ = 3.15 ft Description Width Span Area Zone Max Min Max P Min P ft ft ft^2 GCp GCp psf psf ----------------------------------------------------------------------- Zone 1 1.00 1.00 1.0 1 0.50 -0.90 23.08 -36.66 Zone 2 1.00 1.00 1.0 2 0.50 -1.70 23.08 -63.81 Zone 3 1.00 1.00 1.0 3 0.50 -2.60 23.08 -94.36 Zone 4 1.00 1.00 1.0 4 0.90 -1.10 36.66 -43.45 Zone 5 1.00 1.00 1.0 5 0.90 -1.40 36.66 -53.63 Khcc:Comp. & Clad. Table 6-3 Case 1 = 0.85 Qhcc:.00256*V^2*Khcc*Kht*Kd = 33.94 psf Roof m a sh171 . > • 2: 1 ,2 2. 1 2 . r e 4 15 f ' x '�!s GabIP Re4(i a[� .��i • • . • Page 3 of 4 ® ASCE 7-10 , Main Menu, I Bjil&j CaC ASCE 7 Standard Design Basis 0 ASCE 7-05 I Q ASD Design Load Factor _ .6 QO ASCE 7-10 0 Strength Dew Wind Parameters Wind Speed (mph) l M' I 175 6tponn C Structural Categoty II Rigid vs Flexible OQ Rigid Stnrctue 0 Fom" structure ' Special Parameters — - ❑ Override the Directionality Factor Base Bev (t) Bev Increment It) 10.0 Topographic Menu SUMMARY: WIND LOAD Type of Stricture � 8uidrrg t� Enclosed L-Shaped (Pro 0 Open version) 0 Partially Enclosed Reduction Factor �, 0 Chimneys And Tanks Tntssed Towers Open Signs Solid Signs Diaphragm 0 S"le Diaphragm WIdng ( Non -Diaphragm &")g WIND LOAD ON WINDOWS LOCATED IN ZONE 4 POSITIVE WIND LOAD PRESSURE: 36.66 PSF NEGATIVE WIND LOAD PRESSURE: 43.43 Page 4 of 4 r M IAM I -DADS \IIAMI—DADL COUNTY 3 PRODLnC7' CO\"1'RO.L SECTIOI�I DEPARTMENT OF REGULATORY AND ECONOiVIi 1 1 SOS S W 20 Street. Room 208 S } BOARD AND CODE ADMINISTRATION DIVISION GT (786) 315-2590 P' (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) ��wFv.m;amirl,iae.gov/ecoromv Curv-A-Tech Corporation 930 W. 23' Street Hialeah, FL 33010 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 -Davie County Pro4vii:Control Section (In Miami -Dade County) and/ or the AHJ m areas other than Miami -Dade' f'dt.rr . rese, - the right•••: l'li �� ( +• �) gig• a • to have this product or material tested for quality assurance purposes. If this pric" oor rnAe "fails tQ•••,• perform in the accepted manner, the manufacturer will incur the ext)ensc Of_such•t-ocio4w and the AEJ may • rmmei e y revoke mo r or suspend the use of such product or materal witllin•tile0r juri.odi,tio0 RE2 .. .—.., reserves the right to revoke this acceptance, if it is determined by .Miami-Dade"Wnty PrAduet•Contrcg000e• Section that this product or material fails to meet the requirements of tyre applicable �Iririn<< code. ; •; • • • • • This product is approved as described herein; and has been designed to comply 0110ittothe Florid ITaildinr"':' Code; including the High Velocity Hurricane Zone. '• DESCRIPTION: Series "940" Aluminum Horizontal Rolling Window - APPROVAL DOCUMENT: Drawing No. W07-59, titled "Series-940 Alum. Boric �ntal Boning Wd�,I. • (LMI.)", sheets 1 through 6 of 6, dated 08/06/07, with revision E dated 10,102/1 7, prepared b��At-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Nlissile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Mianni-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration, date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. vlisuse 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 ternination and removal of \OA. ADVERTISEMENT: The NOA number preceded by the words Nt iarni-Dade Cournty. 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 N'OA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 17-0329.04 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Sifang Zhao, P.E. 2 // NOA No. 17-1025.09 MfAMIDADE COUNTY l 2e r 7 Expiration Date: September 27, 2022 Approval Date: Linuar3- 04, 2018 Page I Curv-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted corder N0A No. 07-0813.08) 2. Drawing No. W07-59, titled "Series-940 Alurn. Horizontal Rolling Wdw. (LML)", sheets I through 6 of 6, dated 08/06/107, with revision D dated 08/1 V16, prepared by AI-Farooq Corporation, signed and sealed by 7avad Alunad, P.E. (Submitted under previous NO41Vo. 16-083.1.03) B. TESTS • ;•••• L . Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • 0000 ...... • 2) Uniform Static Air Pressure Test, Loading j)*t Vf1 C "I Al •'02-94. • • • • • • • n•i•••• • s its, an • •. 4) Large Missile Impact Test per FBC, TAS Zt11.9: • • • • 5) Cyclic Wind Pressure Loading per FBC, " A6-24_16-94 . ... 00000 • • ..:..• 6) Forced Entry- Test, per FBC 2411 3.2.1, TA•l -"2-94 • • � • • • • • • ..... along with marked -up drawings and installation diagram of a;orl9lM]tal rolling • •. window, prepared by Fenestration Testing Laboratory, Inc., "lest ]:, j)ort 110 • � • .00000 FTL-8918, dated 05/18/16, signed and sealed by Idalmis Ort g'1'1;. ... • ;••••; (Submitted under previous NOA No..16-0831.03) • • • 2. Test reports on: l) Air Infiltration Test, per F[W. TAS 202-94 2) Uniform Static Air Pressure Test. Loading per HICT,'1S 202-94 3) Water Resistance 'Pest, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic. Wind Pressure Loading per FBC, TAS 20;-94 6) Forced Entry Test, per F13C 24l 1 3?.1 TAS 202-94 along with marked -up drawings and installation diagram of a horizontal rolling window, prepared by Fenestration Testing Laboratory_ Inc., Test Report -No. FTL-5262, dated 07/14/07. signed and seated by Carlos S. Rionda. P.E. (Submitted under NOA9 07-0813.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying , with FBC 5th Edition (2014). dated 02/26/15, 07/ 13/1-5 and 06./22!16, prcpared by Al-Farooq Corporation, signed and sealed by Javad Ahntadl, P.E. (Submitted partly under previous NOA # 15-0409.14) 2. Glazing complies with ASTM E1300-09 Sifang Zhao, P.E. Product Control Examiner NOA No. 17-1025.09 Expiration Date: September 27, 2022 Approval Date: January 04, 2018 E -l Curv-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SUBIMITTE:-D D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex I& Composite. Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion "Technology, Inc. dba Glasslam for their "Glasslam Safety -Plus If Glass Interlayer" dated 19/03/13, expiring on 08/07/18. •••••• 3. Notice of Acceptance No. 14-0916.11 issued to Kuraray 60ertca, Ines•f+or their "SentryGlas® (Clear and White) Glass Interlayers" date�'i�Zv'?�%l �, �'j�iring o�•�••• ^rt_q.�'.e.�.�._,c_..�_.::m� was. ,,.r�.,°rm•, • • • • ..� -•�. i i ��a 4. Notice of Acceptance No. 14-0423.17 issued to Eastman CheC*oi*l'ComP� �: (MA),••,.• for their "Saflex Clear and Color Glass Interlayers" dated 06ot'+1.1. exl.)ieil*gon ..:..' 05/21/16. •• •• •• •..... . . . . ...... F. STATEMENTS • • • • • 1. Statement letter of conformance, complying with FBC, 511- 114411ori (201.44oarad of rV***; financial interest, dated June 22, 2016, issued by Al-Farooq Corporation,*ngned and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No. 16-0831. 0 3) 2. Laboratory compliance letters for Test Report No. FTL-5262, dated 07%l7/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Carlos S. Rionda, P.E. (Submitted NOA No. 07-0813.08) 3. Proposal No. 16-0150 issued by the Product Control Section. dated February 29, 2016, signed by Manuel Perez, P.E. (Submitted cinder previous NOA 1'Vo. 16-0831, 03) G. OTHERS 1. Notice of Acceptance No. 16-0831.03, issued to Cure -A -Tech Corporation for their Series "940" Aluminum Horizontal Rolling «'indmv-L.M.1.7 approved on 11/10/16 and expiring on 091127/17. Sifting 7,hao, P.E. Product Control Examiner NOA No. 17-1025.09 Expiration Date: September 27, 2022 Approval Date: January 04, 2018 E - 2 Curv-A-Tech Corporation NOTICE OF ACCEPTANCE: EVIDENCE SiJI3MIT'Ci+,D 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W07-59, titled "Series-940 Alum, Horizontal Rolling (Liv11.)", sheets 1 through 6 of 6, dated 08/06/07, ,,Nith revision E.dated 10/021"17. prepared by Al-Farooq Corporation, signed and sealed by .lavad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None •••••• • • • • �-- D. QUALITY' A_ SS 'JP AN-CE_____ — • • • • • •0 0• 1. Miami -Dade Department of lZegulator, and . l cenonlic .Kesourres �R�t R), . • .. '. . •• •.... E. MATERIAL CERTIFICATIONS • • . • ; • • • • • • 1. Notice of Acceptance No. 17-0712.03 issued to Eastman Chrmji ,tj Compracy (MA) •* for their "Saflex CP - Safiex and Sail -ex UP Composite Gia' i.nt�trla� e;s•��' PET009•0 Core" dated 09/07/ 17, expiring on 1 2/11 / 18. • • • • 2. Notice of Acceptance No. 16-0208.1.2 issued to Polymer Extrusion Teclrtl thy, Inc. • dba Glasslam for their "Glasslam Safety -Plus H Glass Interlayer" dated 06/16/16, expiring on 0S/07/1S. 3. Notice of Acceptance No. 14-091.6.11 issued to Kuraray Anneriea, 1.9c. for their "SentrvGlas® (Clear and White) Glass interlayers" dated 06j2�!1 5. expiring on 07/0?118. 4. Notice of Acceptance No. 1-7-071.2.05 issued to Fastman Chemical Company (MA) for their "Safiex Clear and Color Glass Intet•layers" dated 09/07 ", 7, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, comp1 iug v.it , FBC 5u' Edition (12014). v�it11 FBC 61n Edition (201.7), and of no financial interest, dared Septe;nber ?6. 2017, prepared by Al- Farooq Corporation, signed and sealed by lavad Ahmad, 1'.F, G. OTHERS I. Notice of Acceptance No. 17-0329.04, issued to Ci:rv-A-Tech Corporation for their Series "9- 0" Aluminum Horizontal Rolling YVindmv - L.M.1 _ approved on 05/0,/17 and expiring on 09/27/22. Sifaing Zhao,P.E. Product Control Examiner NOA No. 17-1025.09 Expiration Date: September2-1, 2022 Approval Date: E-3 SERIES-940 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF F.R./H.R. OR HORIZ. ROLLING WITH OTI-I"R WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNT, APPROVED MULLIONS IN BETWFEN. LOVER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTFM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REOUI REMENTS OF THE 2U14 (STH EDITION)%2017 (6TH EDITION) FLORIDA. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH7). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS S.-IAf_L BE CORRO` ON RF SIS'AYT, SPACED A" iHOWN ON ULIAR._- ANO INSTALLED PER MANLF' - INSTRUCTIONS SPECIFIED EMPEDMENT TiJ BASE kV,TERI. I_ SHALL BE PEYGYD WALL DRESSING OF. STU CO A. LOAD DURAT ! IN-RLASL 13 LISFC) N D' 'SN 0 tNCH.2PS 100 1'.00L) ONLY. ALL SHIMS TO BE HIGH IMPACT NON-METAL C AND NOV COMPRESS BLE MATFRIAIS INCLUDING BUT NOT LIMITED 10 S[LCL./M-TA_ SCREWS, TIIAT CCMF INTO CONTACT W'TH 0 H[H UISSIM,LA.R MATERIALS '_HALL MLEI 1HE RE(`UIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODF & ADOPTED STANDARDS, THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING ARCUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. — 6' MAX. TY HEAD/SILL CORNERS TYPICAL ELEVATIONS TESTED UNITS I II II II II JL___1L___1i ff 11 11 C ;0 233 7/8'_ 53 13/16- D.L. OPG. 3 D.L. OPG. II 26 15/16' VENT WIDTH y AAA WINDOW WIDTH T a I m 4' BEAD SILL 23 7/8' D.L. OPG. 26 15/16" VENT WIDTH • • 000 • • • • • • • If- 4.A 1`_ •40' VA ID w TtiO JI CLI F W,-E SEA, • • • • • • i • • CLRV-t. IECN CORPORA' CIN AND LABEL AFFIXED. 17t •• •.• -••I tip• • • ♦ ..:.. �7�L:.1_ .13 �I ;o:•.•I� to sti .. • • • • • • IY • • I� �� L� $IATE OF � '��J� �• . • _ • - PPP'"' • • • • , ORIOF;.•'' •�SS ••••• �G`�� 7AAA�dfVAa.11�� • • • THESE WINDOWS ARE RATED PIDR LARGE & SMAEMRSSILE•IMIM'kCT. • SHUTTERS ARE NOT REQUIRED. CURV-A-TECH CORPORATION HIALEAH, FLORIDA. (305) 888-9631 MIAMI-DADE COUNTY PRODUCT CONTROL APPROVED SERIES 11940" ALUMINUM HORIZONTAL ROLLING WINDOW - L.M.I. A • . . . . . . . . . . n �)� o ' o L E drowing n�. W07-591 H.S. GLASS .090" Interlayer SORex Clear And Color Glass By 'Eastman Chemical Co.' OR 0.90" Inlerloyer Glasslam Safety -Plus II O 'Polymer Extrusion Technology, Inc.' .090" Interloyer SentryGlos By 'Kumroy America, Inc.' 1 1/8' H.S. GLASS SILICONE \ , �DOW CORNING 995 AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY FIX. LITE QL V9`, TYPE `A' 5/I6" LAM. CLASS v-3/16" H.S. CLASS \ .090" Intedayer 1-- Sofl-x Cleo, And Cola, Gloss 1 By 'Ecstrnan Chemical Co.' \1 f-3/16" H.S. GLASS \ ` I _SILICONE DOW CORNING 995 1 I C ' � AT 1/4 f'O NTS ON LITES -�� -- WIDER THAN 36' 011:1Y i'LA�.C� TYPE 'R' 7/16" LAM, CLASS /8" H.S. GLASS .090" Interloyer Satlex Clear And Color Gloss By 'Eastman Chemical Co.' OR 0.90" Interloyer Glasslam Safety -Plus II By 'Polymer Extrusion Technology, Inc.' OR 090" Intedayer Sentw.s By 'Kuraroy America, Inc.' 1/8" H.S. GLASS 1, SILICONE [-DOW CORNING 995 VENT S:LASS TYYE_. _Q' 5/16" LAM. GLASS 1/8" H.S. GLASS .C90" Interlayer �- Sefl- Clear And Colur Claus By 'Eastman Chemical Co.' 1/5, H. S_ CLASS SILICONE DOW CORNING 995 - 1 GUiZING OPTIONS ITEM PART / QUANTITY DESCRIPTION 1i MATERIAL MANF./SUPPUER/REMARXS 1 10248 1 FRAME HEAD 6063-T6 - 2 10845 1 FRAME SILL f 6063-76 - 3 10847 2 FRAME JAMBS 6063-T6 - 4 11822 1/ VENT H.D. FlXED MEETING w.:L 6063-T6 6063-T6 - - 5 10846 1 SILL TRACK v 6 10250 2/ VENT VENT TOP/BOTTOM RAIL. 8063-T6 - 7 - 1/ VENT 5/16' BOX SCREEN, 8 10257 2/ VENT 1 1/ VENT VENT SIDE RAIL 6063-T6 6063_TS I - _ 9 11823 H.D. VENT INTERLOCK .ML 10 C-3055 4/ VENT WHEEL HOUSING & GU NYLON NYLON - 11 C-3056 2/ VENT ROLLER PIN �, ST. STEEL - 12 C-3085 4/ VENT VENT FACE GUIDE '__ :LAP NYLON NYLON OR CELCON� - 13 - 2/ WINDOW WEEPHOLE HOUSING - 14 - AS RE00. ROLL FORMED GLAZING BEAD FOR 5/16" GLASS ALUMINUM FIXLRE14A - AS REQO. CHANNEL GLAZING BEACH; FOR 7/16- GLASS GLAZING COMPOUNDSILK:ONE FINSE4L WEATHER SIRIF ALUMINUM �VE;NT,& NLYIS 995 7916-187 JI8 % 1=_ AS REOD. AS REOD. AS REOD NG 16 PHP SMS 17 ASSEMBLY SCREWS i SWEEP LATCH yp - 18 - 2/ VENT ZAMAK �_- �AT A17-1/4" FROM EACH END 1BA 19 20 10255 C-3081 2/ VENT 4 ALUMINUM VENT LATCHO { LATCH SPRING CUP .. 6063-T6 ST. STEEL 7-1/4" FROM EACH END C-3057 2/ VENT BRASS ROLLEfi *( 216 % 3" 1/ VENT Fl%. RAIL BOTTOM SCRE"I- ------- - EPOM -- DUROMETER 80±5 SHORE A 22 - AS REDD. SETTING BLOCKS AT 1/1 POINTS i SUTANTS: ALL FRAME CORNERS, FI 1 ED MEETING RAIL AT EACH END, INSTALLATION SCREWS IN19ILL AND JAMBS SEALED WITH ALUMINUM COLORED SEAT ANT. I. ice) Jr� • • • • • • • • • • • • . • \11�1' • ••• • ••• • ••• GI,AbS IYI.'h; '11' • • • • • • • • • • • • • • 5/16" LAM. CLASS • • • • • • • • • • • • • • •• • • • • • •• •... .....•. • . . . . . . • • . • ii ,;•'...r,,r itl�,r.II9.r21.72ni1 Ntianli 13 d& PraAuct C; ;*oi i1 7 -2 r I(`SYA7E OF l[r• nil[�,ZORIOP_��9�� ZIOL m Qf LN OdIL ryO.�� N � o 0to 0aa o (n - o Q ILa .a C aW=9n U. .I MQ J ¢�wm€w drawing no. W07-59 6o DESIGN LOAD CAPACITY - PS? (XO OR OX SIZES) WINDOW DIMS. GLASS TYPE 'A' WIDTH HEIGHT EXT.(+) 04T.(-) 26-1/2' 37' 53-1/8' 74' 26' 70.0 70.0 70.0 70.0 70.0 70.0 _ 70.0 70.0 26-1/2' 37' 53-1/8" 74" 38-3/8' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 26-1/2- 37' 53-1/8' 74' 50-5/8' 70.0 70.0 70.0 70.0 -1 70.0 70.0 70.0_ 26-1/2' 37" 53-1/8. 74" 63" 70.0 70.0 70.0 70.0 70.0 70.0 _70.0 70.0 24' 36" 48" 60, 72" 2s" 70.0 70.0 70.0 70.0 _ 70.0 70.0 - 70.0 _70.0 7D.0 70.0 24" 36" 48' 00" 72' 36' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 1 70.0 24" 3G 48' 60' 72" 48- 70.0 70.0 70.0 70.0 _70.0 70.0 70.0 70.0 70.0 70.0 36" 48" 60' 60" I 72" 70.0 70.0 -70.0 7,10 70.0 - _-70.0 70.0 70.0 70.0 70.0 (1/2W) (1/2N) 5/16- 5/16' CLYS i CUSS OPERATING '.FNTS TO HE 1/ 2 OF THE WD'W' WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) WINDOW DIMS. GLASS TYPE 'D' WIDTH HEIGHT EXT.(+) I INT.(-) 83-1/4- 9-11/16 55-1/2' 26- 70.0 70.0 70.0 70.0 70.0 70.0 83-1/4- 9-11/16 55-1/2- 38-3/8' 70.0 70.0 70.0 70.0 70.0 70.0 83-1/4' 9-11/16 55-1/2' 50-5/8" 70.0 70.0 70.0 70.0 1 70.0 70.0 83-1/4' 9-11/16 55-1/2"_ 63" 70.0 70.0 70.0 70.0- _� 70.0 70.0 54" 63" 72" 81' 24" 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 54" 63, 72" 81' 36' 70.0 70.0 70.0 70.0 70_0 70.0 70_0 70.0 54' 63' 72" 81" 48' 70.0 70.0 70.0 70.0 70.0 70.0 70.0 70.0 -_ 54" 63' 72" 81" 60, 1 70.0 70.0 70.0- 70.0 70.0 - 70.0 -- 70.0 10.0 5/16" 4CLASS15' CLASS LASS OPERATING VENTS TO BE 114 TO 1/3 OF THE WOW. WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (101 sIZSS) N'INDOIf DIMS. CLASS TYPE 'A' ! WIDTH HEIGHT EXT.(+) 74' 106-1/4" 111' 26" 70.0 70.0 70.0 70.0 70.0 70.0 74" 106-1/4- 111' 38-3/8- 70.0 70.0 70.0 70.0 70.0 70.0 74" 106-1/4' I11' 50-5/8- 70.0 70.0 70.0 -- -_70.0 70.0 70.0 74" 106-1/4' "1' 63' 70.0 70.0 70.0 70.0 70.0 70.0 72" 84" 96' 108" 24" 70.0N7. 70.0 70.0 70.0 72' 84' 9E' 108" 36, 70.0 70.0 70.0 70.0 70.0 �{ 70.0 70.0 70.0 1 72' 84" 96' 1 OB' 48, 70.0 70.0 70.0 70.0 70.0 70.0 ( 70.0 ( 70.0 72' I 84" 96' 108' 60" 70.0 70.0 j, 70.0 70.0 j 70_0 70.0 70.0 j 70.0 (I/3W) (1/3W) (1/3W) 5/15" 5/16" 5/15 � L GLASS CUSS CA`; OPER411NG VENTS 10 BE 1/3 OF THE 'WDW.r WIDTH 'XOX' lI DESIGN LOAD CAPACITY - PSF (XOX SOLES) WINDOA DIMS. I CLASS TYPE '0' WIDTH 1 HEIGHT EXT.(+) MR.(-) 74- 106-1/4" 111' 26" I 70.0 70.0 70.0 70.0 70.0 70.0 74" 106-1/4' 111' 38-3/8' 70.0 70.0 70.0 70.0 70.0 70.0 74' 106-1/4' 111" 50-5/8' 70.0 70.0 70.0 70.0 70.0 70.0 74' 106-1/4" 63' 111' 70.0 70.0 70.0 70.0 70.0 70.0 72" 84" 24" 96" 108" 70 0 70.0 70.0 70.0 .,, 70.0 70.0 70.0 70.0 72' 84" 38" 96' 108' 70.0 70.0 70,0 70.0 70.0 70.0 70.0 70.0 72" 84" 46' 96' 108" 70.0 70.0 70.0 _ 70.0 700 70.0 70.0 70.0 72' 84" 60" 96" 108, 70.0 70.0 70.0 70.0 _ 700 70.0 70.0 _ 70.0 CLASS GLASS CLASS OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WOW. WIDTH XOX' • • • • • • • • • • • • • • • • • • • • • r. mr? j-/V15. Cq c7, 4Q1t77 zuza.. G'--4ASS CAPACITIES I* TPIIS SHLBET•ARE • tgStD 0b•ASTM L1-tO*-Q9•(3 SEC.*USTI)e AND FLOkIDA BUI I G C MMISSION DECLARATORY STATEMENT DCA05-DEC-219 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \\ail\\ 1111j7//7�, tTATE OF Oftu Z q°n° Qa gN IL JK (0 m O m 00.a<q NQ/y °a by M2 Q W LL N o J a < Q3mf w 2 Orc,Amg no. W07-59 I 1BV FOR SPACING \ WOOD BUCK .\ . .. d 4 . �• s jn e •. EDGE GIST. a Woo O � � ti V fE o x hhh I' 'DAI� PAC__ A, 21) .. A . w3 \. ` w7 10Y OR 20v _ wU011 BUCK \ I ^ \ EE IEL L. ANCI{ORS �--SEE ELEV. FOR SPACING EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING r U` _ ____ _ _ ____ __ F� __ _______________�l 11 MIAM COUNN APPROVED 11 c ,1 3 Z m M1 i I &MULLION ANCHORS 0 °> SEE SE 1� SEE SEPARATE NDA �1 � Y YlS 11 �oC N o GHQ \ TYPICAL ANCHORS SEE FOR SPACING ING O N WEEPHOLES: W1 - 3/8" X 1" NOTCH IN LEG AT EACH END W2 - 1/4" X 2" NOTCH AT 2" FROM EACH END W3 - 1/4" X 2-1/4" NOTCH W:TH NYLON EAF=LE AT 4" FROM EACH END OPEN CELL FOAM PAD (1/2" X 3/4" X 3-1/4") W4 - 1/2" X 1/8" NOTCH AT SILL TRACK 1-1/4" FROM EACH END jl LL Zy_� IBY 0"; 2BY WOOD BUCKS AND METAL STRUCTURE NOT EY CURV-A-TECH Q W m MUST ':USTAIN LOADS IMPOSED BY GLAZING SYSTEM ANC TRANSFER 7HEM f0 THE BUILDING STRUCTURE. P LNCHORS:SCE CLCV. FOR SPACING Z TRA ON BY 'EI cO' (F-177 KSI, -y='55 KSI) INf) WOOD STRUCTURES 2" rMIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) C) .� THf'U 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS p 1 /4" M.N. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) zo C) LI 1-' /4" M,N. EMBED INTO BLOCKS (JAMBS) ^_ _ O DIF =CTLY INTO CONCRETE OR BLOCKS w Inn rn 2") M:N. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) H' 1,1/4" M,N. EMBED INTO BLOCKS (JAMBS) < Q H 0 ], SMS OR SELF DRI' LING SCREWS. (GRADE 2 CRS) 3 w on '� .. INl) MIAM-DADE COUNTY APPROVED MULLIONS OR & o . U M T- INT METAL STRUCTURES (HEAD/SILL/JAMBS) C _ (3: THREADS MIN PEtJFTRATION BEYOND SUBS1RA.lE - -'_^ - '- I+ L.INLN. 1/8" THIS MHN (6063 15 �t _.'1 EL: 1/8" HK. MIN. (Fy = 35 KSI- ,S; EL IN l(.JTA'.;1WI'H ALlMNUM 10 SE PIATED 'AINT'�DI I I I Tlj 1�€PG�._DI TANS I 4 INT1t CONCRETE AND MASONRY = 2-1/2" M,N. IN T WOOD STRUCTURE - W. N 1S to INT+) METAL STRUCTURE - 3/4" MIN. _ WOD AT IIFM, SILL OR JAMBS SG = 055 MIN. CO°CRETE AT HEAD, SILL OR JAMBS f'c = 3D00 PSI MIN. • C- 0 HOLLOW/FILLED N OCK AT JAMBS V- 2000 PSI WN. - - j ` j\ • • • • • • • • J Sw- Eb CI 4N•)RS • • • • • • • • EDGE DIST. FOR•SPACINC& 000 • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • \ L��. I):IA EUr 6/j� �cSo.1'•��LOR10P�•e0�\�/ drawing no.1 W07-59 I IMAX. � I OPTIONAL TO O SWEEP LATCH C -----------SCREEN TYPICAL ANCHORS SEE ELEV. FOR SPACING RXTERIOR XO LAYQU OX OPPOSITE 1/4" SHM MAX. SWL TO EEP ALATCH �� 1 WOOD O.L OPG.___ STRUCTURE �3 11. IK� -.-SCRFFN o'rnaNAl � � -- -----� Js= I TWiCAL ANCHORS SEE ELLV. FOR SPACIIlG �Is 4. I� v I 1/4' MAX. TYPICAL ANCHORS z ao n SHIMS MIAMI-DADE COUNTY Ems— _�� SEE ELEV. ZZ APPR,D CUPPED MUWON I I I I FOR SPACING Q Z h 4 Q ISY OR 2BY SEE SEPARATE NOA jl t� w ICCmp77 I WOODAL BUCKSIL OU TCANCHOR„ YPII I I d FsrY fryV SEE ELEV. FOR SPACINGi i I 1 0 V 1- a -.0 I I _-__--____ 0 U) O W of I ' I __ Q DLL (q` w N_• O w u Z 0 F m J OmgJ yANDO\y WIDTH --. WINDOW WIDTH Q W O i-�' 1 �Z It 3l0 `3 1— 0 o� 1,• 4' MAX. _ O RIMS 1 �} W ENT 'WICiH �� — I F- J m __V----� - TYPICAL ANCHORS < Q N m D.L. OP . i n SEE ELEV. o FOR SPACING 1i U AP , - ----- LI P15 a L 1.. 0,PG. _ 'Vi'FRIOR IR 20'i �1 •'_ YGY I_1YOUT so see •• ••• •• • • • •• r �,n;� h - ' ,�jx 1 OiL•vt A C •. c. � i � .I � i • • • • • • • • • • • ..• -'"'T•`I ,\ 1, I " • • • • • • • • O • • • ''�% I • • • • • • • s RIOH,.'' \, s��l, . ,ate.:%/ I W07-59 1 D.L. OPG. IN .0• 0 0 9 0•• . . If 2.000 .062 2.500 ' 1 Z6 0 FRAME HEAD O 10246 6063-T5 y 1.062 .062 .Bt2 b- VENT TOP/80TTOM RAIL 6D10250 `� I 6053-T6 ..921 1.149 062 SILL TRACK C5> 10646 / 6063-15 _ 062 j ^I TYP. 3.312 2.312 076 J FRAMF SILL FRAME JAMB 03 10847 `J 6063-T5 .062 1.624 B72 7 �I 1.062 f� VENT SIDE RAIL 610257 6063-T6 j--1.500—y .750 .062 L_ 1.672 .1251—� 1.062 - HD VENT INTERLOCK RAIL 11 K 3 L, 60fi3-T6 n t .67t �62 1.499 125 J H.D. FIXFD M4ETING RAII. 1622 6063-T6 .23C II- IIIIIII.. .437 .045--1 - GEAZIrg,;_{}{;A0 .LDK. LITL& 7/15L-QLA!,iLT_-Y i0i;3- FRAME TOP CORNER 7� A iN �t7 VENT TOP/BOJ70M CORNER J :.I •• ••• • • • • • •• it t LR—AME BOTTOM CORNER • ••• • ••• • 1 4 !� 11o«S.cy • • • • • f t /� 1 `fV{Ll fZv1L • • r •• • • • • •c',•� • •• •• • • • •• •• tt 111 j sir a 7� T 1,1ti10 FG582 t � 1 2 bra • 1�i j GTATE OF m y�U OF F Z h W10 m Q z" OWN N OGH� 0 D, 0 9L 0 0 t; MZ°ry Q Zm! j Q w 0 r GIv'9Iw oI�IU drawing no. W07-59 D DESIGN miami 7400 SW 64 ' COURT MIAMI — FL — 33143 305-527-6391 www.odesimmiami.com Pinecrest, June, 2018 • • • • • • • • .. Village of Miami Shores • 00: 0 00 " ' • • • •' • Building & Zoning Department .... Re: Permit No. 18-1260 • .... . .. Lauren Ohayon & Itay Benzvi home remodel ...... ..... • . . .. ..... 366 NE 99th St • .... .. . Miami Shores, Florida 33138 • • • • •. ...... • Dear Sir, • My name is Olga Rodriguez Lastra and I am the architect of record for the project listed bbdve. The following is a narrative addressing the comments to from the Village of Miami Shores. • Narrative of permiitina related comments: 1. Building: Comment No. 1: HEALTH, DERM, AND IMPACT FEE SECTION APPROVAL REQUIRED. Response: Noted. All of these items will be taken care of by the time of approval. Comment No. 2: PERMITSAND PLANS SUBMITTED ON ORAFTER DECEMBER 31, 2017 SHOULD COMPLY WITH THE REQUIREMENTS OF THE 6T" EDITON TO THE 2017 FLORIDA BUILDING CODE, EXISTING BUILDING. THE PLANS SHOULD REFLECT COMPLIANCE BASED ON LEVEL OF ALTERATIONAND COMPLIANCE METHOD FOR THE PROJECT AND SHOULD ALSO COMPLY WITH THE REQUIREMENTS OF SECTION 8-10 OF THE MIAMI DADE COUNTY CODE. SPECIFY CODE IN EFFECT, COMPLIANCE METHOD AS PER SECTION 301.1 AND LEVEL OF ALTERATION AS PER SECTION 501.1 OF THE 2017 FBC, EXISITING BUILDING. ADDITIONS SHOULD COMPLY WITH THE REQUIREMENTS OF CHAPTER 11 OF 2017 FBC, EXISTING BUILDING. ACCORDING TO THE INFORMATION PROVIDED ON THE PLANS THIS PROJECT MAY CONSTITUTE D DESIGN inn mi 7400 SW 64"' COURT MIAMI - FL 33143 305-527-6391 www. o d es ign mia mi.c o m A LEVEL 2 ALTERATION. BUILDINGS UNDERGOING A LEVEL 2 ALTERATION SHOULD COMPLY WITH THE REQUIREMENTS OF THE CHAPTER 8 OF THE 2017 FLORIDA BUILDING;CQDE. E)ZIGT;I l ...... BUILDING, INCLUDING REQUIREMENTS FOR STRUCTURE AND ENERGY CONSERV' ATION. •••• ...... .. . ...... .... ...... Response: ••�' ' '• ••••• The notes of Sheet GN-000 have been revised to show the current applicable code rVerenoes.': "' • • • •• •• •• • wwwww. Comment No. 3• ' REFLECT ENERGY CALCULATION GLAZING REQUIREMENTS ON THE WINDOW ANd'OVOR • • •• •, SCHEDULE. GLASS WITHIN HAZARDOUS LOCATIONS SHOULD C0URCY: WITH. �THE ;"••; REQUIREMENTS OF SECTION R308. .. Response: The energy requirement for the glass are listed on the window schedule in sheet A-7.0 per MEP engineer recommendation. The Glass is not within a hazardous location and complies with the requirements of section R308. Comment No. 4: PROVIDE TYPICAL EXTERIOR WALL DETAIL. FOUNDATION TO ROOF, REFELCT ALL COMPONENTS. INSULATION SHOULD MATCH WITH ENERGY CALCULATIONS. Response: A typical exterior wall detail from foundation to roof has been added to sheet A-7.0 reflecting all components including insulation. Comment No. 5: HALLWAYS SHOULD BE A MININMUM OF 3 FEET. SPECIFY WIDTH OF HALLWAY LEADING TO NEW BEDROOM. Response: Dimension have been added to the floorplan on sheet A 2.1 to reflect the width of the hallway that is 3'-1". D DESIGN m.ami 7400 SW 64"' COURT MkAMI - FL - 33143 305-527-6391 www.odesioimnmi.com Comment No. 6: • ••.• •••••• • • CLOUD IN ALL CHANGES, MARK WITH DELTAAND DATE. DO NOT REMOVE VOItSSREETS.••:•. • •• Response: ..•..: ••�� • All changes have been clouded and marked with the appropriate deltas for clal";;>�jbn. • • • • • • • • • .. .. .. . ...... I hope this addresses your concerns regarding this application. Please know that we are always available to you should you wish to discuss any of these issues further. Please feel free to call at 786-607 3039. Thank you again for your very kind assistance during this process. Respectfully, Olga Rodriguez Lastra AR No. 93298 0 Design Miami ni X �13-,[*2] [F X' X 1.11 [C X ® [Alter x'�®doom {X;X jituoo. X \6 Ryc pr X Xrt Mail c -X �() VFit St X XM. • restc x 4 Webs X +RY6 — X With k XXOX Video X �® RYC 2 X Zoni t.fl.us:1608/WWWSERV/ggvt/BNZAW972.DIA?KEY=M2018012117 Resident Visitor Business Employee _ Status of Plans Process: M2018012117 Application Date: 06/17/2018 Storage Location: By: Date Picked up: Review DERMI Reviewed By =1Est MARTIN, YUDEISY Comp Date I 05/17/2018 Disp Date 05/21/2018 Disposition PWIF MATIAS TAWIL, MARGARITA 05/17/2018 05/23/2018 N WASA CRAIG, TIESHA 05/17/2018 05/25/2018 A PAYU FEE COL 06/17/2018 05117/2018 A HRS AGRAS M., FRANK = 05212018 05/30/2018 F Disposition Legend: A -Approved, D=Disapproved, N-N/A, P-Approved as Noted Note: PAYU relates to payment of up -front fees only. Page: rATUS INQUIRY SUCCESSFUL (NO MORE ENTRIES) nu I BLDG Permit R4nu I SLOG Plans Proeeazirg Menu I Inspection j" I Address Format Nome I About I Phone Directory I Priva I Oisclaimer nail your =mm*nts, questions and suggestions to Webmaster This page was last edited on: February23, 20G4 Web Site 4) 2004 Miami -Dade County. All rights reserved. _.1 a � �� I� Certificate of Completion Miami Shores Village 10050 N.E. 2nd Ave, Miami Shores, Florida 33138 Tel: 305-795-2204 Fax: 305-756-8972 Building Inspection Department Description: REDO 2 BATHROOMS, ADD 4TH BEDROOM, EXTEND HOME 50 SQFT FOR THAT, MORE LAUNDRY ROOM. Permit Type Owner Subdivision/Project Construction Type V-B Square Footage Location 366 NE 99 ST Miami Shores, FL 33138 Building (Residential) LAUREN OHAYON 1,000.00 Bldg. Permit No. Contractor RC-5-18-1260 VARGA CONSTRUCTION INC Date Issued 04/29/2019 Occupancy Single Family Type Flood Zone X If the building is located in a special flood hazard area documentation of the as -built lowest floor elevation or lowest horizontal structural member has been provided and is retained in the records of Miami Shores Village. This certificate issued pursuant to the requirements of the Florida Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the jurisdiction regulating building construction or use. L „ Building Officials Approval Not Transferable POST IN A CONSPICUOUS PLACE '4 Ismael Naranjo, CBO INSPECTION RECORD Miami Shores Village 0050 N E 2nd Avenue Miami Shores, FL 33138-0000 Phone �305)795-2204 Fax (305)756-8972 INSPECTION REQUESTS: (305)762-4949 or Log on at https:flbldg.miamishoresvillage.com/cap REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Residential Construction Parcel #:1132060135560 Owner's Name: ITAY BEN ZVI Owner's Phone: (917)514-8517 Job Address: 366 NE 99 Street Total Square Feet: 1000 Miami Shores, FL 33138- Bond Number: 3843 Total Job Valuation: $ 58,000.00 Contractor(s) Phone III P retractor VARGA CONSTRUCTION INC (305)300-9376 ' AT WORK IS ALLOWED: MONDAY THROUGH FRIDAY, 8:OOAM - 7:OOPM. SATURDAY 8:OOAM - 6.00PM. NO WORK IS ALLOWED ON SUNDAY OR HOLIDAYS. BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. *JanSoy ? JS 2Z 6ti i NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED, PLANS ARE READLY AVAILABLE. IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK iS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. INSPECTION RECORD STRUCTURAL INSPECTION DATE INSP Foundation Stemwall Slab Columns (1st Lift) Columns (2nd Lift) Tie Beam TrLrss/Rafters Roof Sheathing Bucks Interior Framing 1 Insulation L Ceiling Grid Drywall Firewall Wire Lath Pool Steel Pool Deck Final Pool Final Fence Screen Enclosure Driveway Driveway Base Tin Cap Roof in Progress Mop in Progress Final Roof Shutters Attachment Final Shutters Rails and Guardrails ADA compliance DOCUMENTS Soil Bearing Cert Soil Treatment Cert Floor Elevation Survey Reinf Unit Mas Cert Insulation Certificate Spot Survey Final Survey Truss Certification STRUCTURAL COMMENTS WINDOWSDOORS INSPECTION C=ATE INSP Attachment INSPECTION WORKSPUBLIC DATE INSP Excavation ELECTRICAL INSPECTION DATE INSP Temporary Pole 30 Day Temporary Pool Bonding Pool Deck Bonding Pool Wet Niche Underground Footer Ground Slab Wall Rough Ceilin Rou Telephone Rough Telephone Final TV Rough TV Final Cable Rough Cable Final Intercom Rough Intercom Final Alarm Rough Alarm Final Fire Alarm Rough Fire Alarm Final Service Work With ELECTRICAL COMMENTS INSPECTION DATE INSP Final Sprinkler Final Alarm PLUMBING INSPECTION DATE INSP Rough Water Service 2nd Rough Top Out Fire Sprinklers Septic Tank Sewer Hook-up Roof Drains Gas LP Tank Well Lawn Sprinklers Main Drain Pool Piping Backflow Preventor Interceptor Catch Basins Condensate Drains FinalPLUMBING COMMENTS IS ,,•o vt rPn -r S ��C + �%✓1 Lcx.?.a� MECHANICAL INSPECTION DATE INSP Underground Pipe Rough Ventilation Rough Hood Rough Pressure Test Final Hood Final Ventilation Final Pool Heater jj Final Vacuum MECHANICAL COMMENT JOHN IBARRA & ASSOCIATES,INC. MAP OF BOUNDARY SURVEY v Professional Land Surveyors & Mappers 366 NE 99th STREET, MIAMI, FLORIDA 21P 33138 • • • • WWWJ ARRALANDSURVEYORS.COM y • 777 N.W. 72nA AVENUE 1851 TAMIAMI TRAIL NORTH • • • • • • •. • SUITE 3025 SUITE # 200 GRAPHIC SCALE ._•• • ' • MIAMI. FLORIDA 33126 NAPLE8, FL 34r03 • • • `.'lid± • �, (] • d PH: 1305) 262-0400 PH: (239) 540-2660 . -20 0 10 20 ABBREVIATIONS AND MEANINGS • Y • FAX : (305) 262-0401 FAX: (239) 540.2684 • • • • • • • i • 1 • . • SET T.BM T.B.M. • .`'� 22' ASP�A T Aw1L 6 01SK (IN FEET) • • • • • • • • • PVMT NE 99th STREET o6 j 11NCH = 20 FEET t. • • . • • . • • • • • • • • g 1E OL 75' TOTAL RIGHT-OF•WAY 9L b� - y""" "^' • • • • • • • • ) • • • •- (A) O BRICK PAVER KE URN 4 °s F.I.R. I/2'�;�'CO^IC NO CAP 78.J4' 100.00' SINK �I. F I.R. 112, BRICK PAVER oi'-' L� %� NO CAP i WALK C.B.'J✓. l p.F d3 P O_ K. I `J.94 Q ,.B.bV 0 87 CL. 9 5 6S 0.29 CL. � ( I T STORAGE C.B.W. Ii:C7 11 0.45 CL. -- �. TI.P LOT-5 PORCH 025'HCR. BLOCK _ 41 0,20, CC' 0 30.90 (C) 4'C ELEV. = 1046' *yH o ONE STORY % ANC RE5. # 3GG eAr`_R o ENCROACHMENT NOTES. $ PAD LOT-4 ooR ELe1 = u .9B LOT-3 BLOCK-41 FLOOR ELEV.= o.67' BLOCK • 41 POOL c o 4 he n A. NORTH SIDE OF THE SUBJECT ' PROPERTY BRICK PAVER RETURN IS 14.65' FLOOR FLFV.= 10.47' FILTER L ,y-• ENCROACHINGINTO THERIGHTOFWAY OF NE99M STREET 23.57' N G.V.D. (29) PDM, �M'• ..1i B. WESTSIOE OF THE SUBJECTPROPERTY TILE 3354 ,4.50' CONCRETE BLOCK IYAtt IS ENCROACHING INTO THE NEIGHBOR'S A g p �TEF�RACE LOT - PROP RTY rJ^ /. - 7 9 13.73' ©1i �i BLOCK - 41 C EAST SIDE OF THE SUBJECT PROPERTY NEIGHBOR'S WOOD FENCE IS x L ENCROACHING IN TO THE SUBJECT •�' x PROPERTY C.B. V'. O TILE POOL DECK LOCATION SK TCH • 0000 • • SCALE r1.T.S. - LEGJR NOTES TOKCCOMPAI♦Y SKETC•I OF SURVEY • • 0 • • 9,0 or1i,1°•s'�oK�o<:...,! ' K:os, r xs-f,..-. µD ": i i • • • .,I<�••ca _.I+ne'4�'.n:,�.¢f 'w �ai7.wx�.n rovs ax use �w sor .�cw • • • • rcrrc�Keo � ru.ca.�x wA.x.I.rx,v.,. zcnz ,xnae w.�e•.e..f Rire w�ls o� CS..��x n clwh rrl rff n. . aX� A uXfoa c r,Von .:ya,r4rjw" b{iG��:.• n�.0 . .Dfx prep E - .oxsw urfxo•.fr�iT.�Dwr f_ D FLOOD ZONE WFORMA TWhl r'"io`ar`o eaE000f..#s A��owreo-Tf�reexq�ie ylw ro ev srfw'>rn� . J,� mX "rxDOFxTr eS �Ie IjA of sLooDklwnAP' SURVEYOR'S NOTES: wv r.:n I Ixp1R M.M�'p�tlAtxL]/-S'•M1,. v[tIL1D IO CO.I.•• •GV.xSr,w wv5•. "f K xD ....nNOA .� '�'�'� f0"x'. BkMa]i nA"Fx X"� nc �it,nlOft xL. �2�0 rv. OfXA,Ox J D b hfu(# x. Ly 0 Of'9)]2 w SURVEYORS CERTIFICATION: �DexaT. �fwr>ti .F v,SC X. win'rL SiM'Ow� O. 'fAC - nt r"LwN tX.v.'C"01 "4:H554AN "NN �.=.v.xb. ! awn ww AJ Ai Sl,41 rb.0U[fL✓; 2 - - CARLOS IBARRA DAf02/26/2019 C.H.W. LEGAL DESCRIPTION: LOTw3 ANU-1 BLOCK 41, AhIfWED YAT OF MIAMI 5HOKE5 I-. 6o mc.n..,.N. SECTION No I, ACCORDING TO'HF PLAT Tt1ERFOF AS fwu rIw POOLRECORDED IN FIAT BOON, 10, PAGE 70, OF -If PUBLIC - t O • m RECUPDATED SURVEYO ORDS OF MI DADF COUNTY, FLOPOA _ c ur, y25n079 ( )U40 Ft,�l'. h '� �%;. SPA ORIGINAL SURVEY DATE 01/1112018 0.41 CL. �A'd0 OVLRHFAD - N 'Sig ON P.L. CERTIFICATION: c-` •`" F.LP ,!2" % WIRE ,g, LA.YBLN ZVIPA _.p LEGEND-�----� DRAWN BY: DA os1 R.p NO CAP 13 C.B. W.I off 3 L; FO !/2° tAIIREN Of'AYON L.P. I IF. I O �- 4 T NO CAP = OVERHEAD UTILITY LINES 4P,'Rlll'-^' - _ _ =CONCRETE BLOCK WALL FIELD DATE: 02126/2019 7t _ W.M.■ 7 n 3E 3E -3f'--'�CHAM LINK FENCE NO. 6,'70 , Q '�OVERNEAD vD a 1D •OD�eo}I �OVERtIEAD F� Tll 6 6-=IRDNFENCE T NO OY r 5 ABPIIALT 0 x N' -IMRE --" H rl - WOOD EENCE- •lfl� v 15 ALLEY (N.A.P.) PVMI � :811LOING SETBACK LINE SURVEY NO: 18-000156-2 s D nn�\,`/rr = UTILITYEASEMENT ( LOT-21 '1y IH III =LIMITEVACCESS R7w qL LAt30 ----- LOT- 23 L LOT_- 24 -.__ I 1 _NON -VEHICULAR ACCESS R/W BLOCK - 41 BLOCK - 41 C_B.w. l BLOCK - 41 1 BLOCK - 41 i . 0.00 = TING E VAiION i SHEET: 1 OF 1 L.B.# 7806 SEAL F CT TO C'_ %I F'LIA', CF WI 1w ALL FEL7EF, �^ C'")' TY PI, c A. 11 q 3 TREE TABLE No. NAME "DIAMETER (Ft.)" "HEIGHT (Ft.)" "SPREAD (Ft.)" 1 PALM 1.80 40.00 8.00 2 PALM 1.90 40.00 8.00 3 OAK 3.00 40.00 35.00 4 OAK 2.00 50.00 30.00 5 PALM 1.30 10.00 B 00 6 PALM (2) 0.50 30.00 600 7 PALM 0.50 30.00 6 00 8 PALM 0.50 10.00 6 00 9 PALM (2) 0.45 35.00 6 00 10 PALM (4) 0.50 30.00 6 00 11 PALM (3) 0.40 30.00 6.00 12 OAK 1.90 40.00 25.00 13 PALM 0.75 20.00 600 14 PALM 1.10 20.00 6.00 15 PALM (2) 0,40 30.00 6.00 16 PALM (3) 0.65 35.00 6 DO 17 PALM 0.45 30.00 fi 00 18 PALM 0.80 12.00 4.00 19 PALM 0.60 30.00 6.00 20 PALM 0.40 20.00 4.00 21 PALM (3) 0.65 30.00 fi.00 22 PALM (2) 0.45 30.00 4.00 23 PALM (3) 0.40 20.00 400 24 COCONUT PALM 1.20 30.00 12.00 25 PALM 0.35 13.00 4.00 26 SEAGRAPE 0.45 18.00 10.00 27 SEAGRAPE 0.90 20.00 12.00