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PL-17-470Project Address Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 Permit Permit NO. PL -2-17-470 Permit Type: Plumbing - Residential Work Classification: Addition/Alteration Permit Status: APPROVED Issue Date: 3/28/2017 Expiration: 09/24/2017 Parcel Number Applicant 9325 N BAYSHORE Drive Miami Shores, FL 33138- 1132050270540 Block: Lot: OMAR CASSOLA Owner Information Address 9325 N BAYSHORE DR MIAMI SHORES FL 33138-2950 Phone CeII Contractor(s) HOME OWNER Phone CeII Phone Valuation: Total Sq Feet: $ 550.00 0 Type of Work: REPLACE DRAIN FIXTURES ON ROOF TOP Type of Piping: Additional Info: Bond Return : Classification: Residential Scanning: 0 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $0.60 $2.00 $2.00 $0.20 $150.00 $0.00 $0.80 $155.60 Pay Date Pay Type Amt Paid Amt Due Invoice # REV -2-17-63046 03/28/2017 Credit Card $ 155.60 $ 0.00 Available Inspections: Inspection Type: Review Plumbing Review Plumbing In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFID�- 1 th- the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a nine. uth o•authorize the above-named contractor to do the work stated. March 28, 2017 Au orized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Date March 28, 2017 1 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC PLUMBING ❑ MECHANICAL JOB ADDRESS: City: Folio/Parcel#: 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 ❑ ROOFING RFCT`T FEB 2 3 2017 FBC 20 tq 5th Master Permit No. 9')T -At V1 46 Sub Permit No. AZN1 17 - 170 ❑ EXTENSION4 ❑ RENEWAL al REVISION ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS 932.6 4/ ,&4> /,Ed1Zc ait . Miami Shores County: /1-326S-- o27 -6,534e) Miami Dade Zip: 33/3 Is the Building Historically Designated: Yes NO x Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): (71),1142 ./2 (T34g.s4 1.4 Phone#: ( 41206-2 i, Address: 9325/1/. RieVglitizer 'DR . City: /111 ,471/ I Sljd.e State: GG Zip: Tenant/Lessee Name: Email: Phone#: CONTRACTOR: Company Name: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: —Oma 0&%3'n'ev Phone#: Value of Work for this Permit: $ 550 Type of Work: ❑ Addition ❑ Alteration Square/Linear Footage of Work: ❑ New ❑ Repair/Replace n Demolition Description of Work: .Rc.% Q 1. A -C ._% DDlz..; Al Irxry ,t -as p /i 261 r,. 'ta*cc). 712 60A -A ' /V 4 DEL A/ iS . Specify color of color thru tile: Submittal Fee $ Permit Fee $ ISO p CCF $ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ 6bilol3 to 1t6tu • Dtl>ltia rotoSS [' F.' '2555 i'-,—poiarimmN eros .tt> gilN .tor o3 (Revised02/24/2014) • Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 55. / Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this / lay of `66 , 20 / 7 , by day of , 20 , by 4y i' di elf I Sail , who is personally known to , who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUB NOTARY PUBLIC: Sign: 'T.GKty Sign: Print: '' y. 6f601/42 Print: Seal: ' r� JOSE J. GMALDO Seal: •,� Notuy Public • 8ta to of Florida • COMM111$1011 r FF 228273 My Como. Expires Aug 1. 20111 *******, ** A"" **loft 3NaMMIAMiI****************************************************************** 4106,_ APPROVED BY Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk STORMWATER CALCULATIONS Cassola Residence 9325 Bayshore Drive Miami Shores, Florida PLUIVIBING P Approved March 22, 2017 Dam 7—/7 Steven E. McCray, P.E. Professional Engineer -q 11-47D •1 ••• • • • .. .. . •• . • • . .. ... .. • .... • ••• ... • • • •••• • ••• •• • • • • • • ••• • • • • ..•. •• • ••• • • • •••• •••. • • • • • • • •• • • • • • • • • ••• •• • • •• •• • • .. .. .... • • • • • • Steven E. McCray, P.E. Professional Engineer Roof Drainage Calculations The re -roofing project at 9325 Bayshore Dr. maintains the three roof drains in their existing locations. Each drain connects to an existing 3" PVC roof leader. New drain bodies will be provided connecting to the existing pipes. These drains have adequate capacity to drain the existing roof which is approximately 2500 square feet in area. Per the 2014 Florida Plumbing Code, each 3 -inch diameter roof leader can drain 1760 square feet of roof for a total capacity of: 3 x 1760 = 5,280 SF » 2,500 SF OK 1106.2 Vertical conductors and leaders. Vertical conductors and leaders shag be sized for the maximum projected roof area, In accordance with Table 1106.2(1) and Table 1106.2(2). TABLE 1106.2(1) SIZE OF CIRCULAR VERTICAL CONDUCTORS AND LEADERS DIAMETER OF LEADER (Inches,' HORIZONTALLY ECiED R1741F AREA "square feet) Raisin" rail?+ pas boor) Y Z 3 4 5 6' 7 1 1 10 11 12 2 2.880 1,00 960 720 575 s83 410 363 320 290 260 240 3 800 4 407 2,930 22130 0.3601 470 126(1 1.109 990 010 800 730 4 18 400 9 200 6.130 4 670 3660 3 070 2,630 2.300 2 045 1a4) 1 675 1.53 5 34 600 17 30011 530 8 663 6 920 5 765 4,945 4,325 3 845 3 4E3 3145 2 8': 6 53 000 27,000 17,955 13 500 10 L.0 9 000 7 715 6 750 6 000 5 473 4 910 4 3.=. 8 116.000 58.00338 66729.0CM 23 19.31f 16 57C,14,50112.89211.6.'(1 10 545 9 6G:' For SI 1 inch = 25 3 mm, 1 square Soca = 0 0929 •r2 a Sizes Indicated are the damMer of ck[,Zar piping. This table is appGca ie to piping of other shapes, provide./ the cross-sectional shape Edit encloses a ekel• d th• dammer Indicated in this table For rectangular leaders see bb/St 1136 2 2) Ines elation is psr 1od for pope sizes that telt b•Iurecn those listed in this table *Design rainfall rate for Miami = 4.7 inches per hour. For this project, 10 individual trench drain sections have been introduced to the roof to simplify the slope of the roof and to accommodate the use of a premanufactured tapered foam insulation system. The new roof plan is shown below: 400-111-1 ;II `sf /_. ► ► ► tti► *, 111 •• ••• • • •_ • • •• ffJ 'yl Y_ 466, • • • • • • • • • • • • • • 1 O. .11...1_y-_•.. • • •• ••• •• • • • •• • • •• • • • • • ••• • • • • • • • • • • • •• • • • • ••• • • • ••• ••• • • • • • • • • • • • • • •• •• ••• • • • • • • • • • • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • • is=dam'. The roof plumbing plan is shown below Steven E. McCray, P.E. Professional Engineer MOO VFW IIPECII0- Note that the plumbing from the trench drains to the roof drains consists of a series of 2 inch diameter PVC pipes which will be embedded in the foam insulation layer below the tile. The combined areas of these pipes exceeds the combined area of the (3) 3" leaders as follows: Cross Section of 2" diameter PVC pipe = (2.067/2) ^ 2*PI = 3.35 square inches Cross Seciton of 3" diameter PVC pipe = (3.068/2) ^ 2*PI = 7.39 square inches (7) 2 -inch pipes — total area = 7 * 3.35 = 23.45 square inches (3) 3 -inch pipes — total area = 3 * 7.39 = 22.17 square inches OK Even though equivalent drainage is provided between the new trench drains and the existing roof drains, it should be noted that the existing drains will be maintained with open screens above the roof leaders. This will faciliate maintenance of the drains. Also in the unlikely event of the total failure of the trench drains and the related plumbing, the rainwater will be able to bypass the trench drains and flow direclty into the roof drains. See below for a seciton illustrating this: DOEWSIOV PIKE LIVED LAFRAL D✓SQiARCE 41NONt MEMO+ GRAN TC,EMST:N16� APEX ono. VOINg EL119 4 f� MASH AWOL •OL REVEAL TRENCH DRAIN SYSIEM'ma no . MIiD sET PORCELAIN TILE 8'X 40' OVER A' MIA LAYER; TTP. A SE SOPNEMA R S'WS"EIN MOD Rm. 'B-OP'405. MION Dry NSULATh . •• •• • • • • • • • • • • •• ••• •• • • GENERAL SECTION • ••• • ••• • • • • • • • • . • • • ••• • • • • • • • • • • • • • • • •• • • • • • • ••• • • • ••• • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •