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DGT-16-2717Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number PROVED Expiration: 04/30/2017 Applicant 1235 NE 95 Street Miami Shores, FL 33138- 1132060143991 Block: Lot: PAUL & CAROL FIELD Owner Information Address Phone Cell PAUL & CAROL FIELD 1235 NE 95 Street MIAMI SHORES FL 33138-2549 Contractor(s) ARCO CONSTRUCTION Phone 305-892-6507 CeII Phone Valuation: Total Sq Feet: $ 29,040.00 900 Approved: In Review Comments: Date Approved: : In Review Date Denied: Type Const: Wood Deck Classification: Residential Scanning: 0_ Additional Info: REPLACE WOODEN DECK Scanning: 0 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Plan Review Fee (Engineer) Scanning Fee Technology Fee Total: Amount $18.00 $4.50 $4.50 $6.00 $300.00 $120.00 $18.00 $24.00 $495.00 Pay Date Pay Type Invoice # DGT-10-16-61568 10/05/2016 Check #: 2098 11/01/2016 Credit Card Amt Paid Amt Due $ 75.00 $ 420.00 $ 420.00 $ 0.00 Available Inspections: ,333334, Inspection Type: Final Foundation Framing in Progress Review Structural Review Building Review Building Review Planning Review Planning 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. OWNE'-S AFFI e • VIT: 6. 'fy t rt all th oni 1-,1 . _ .., �;- I aut riz= construction and regoing information is accurate and that all work will be done in compliance with all applicable laws regulating the above-named contractor to do the work stated. Author ' ed Signature: Owner / Applicant / Contractor / Agent Building Department Copy November 01, 2016 Date November 01, 2016 1 Nimmi 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 LF, ;- OCT OCT052016 5 • FBC 20oy UILDING Master Permit No, I) (p' IR- 1 - Sub Permit No. 'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION El RENEWAL []PLUMBING MECHANICAL 0PUBLIC WORKS J CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS PERMIT APPLICATION JOB ADDRESS: '2'225 A V G 9 City: Miami Shores Folio/Parcel#: Occupancy Type: Load: County: Miami Dade Zip: % Is the Building Historically Designated: Yes NO Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): ?4y 4. CARLc L -1 t (..D Address: \a3s •E, `It 5 �4Yetoj City: Phone#: !9(3.; %5 -] 1 9 8c4 i Q 574...S State: Zip: ." 3 l35? Tenant/Lessee Name: N IA Phone#: Email: CO.2Sciej ( bevkSo u -e . y-' CONTRACTOR: Company Name: Aa Co}9," ) at> cu. C _ " Phone#: 2D&'? -6O 2 Address: I QCt ,. (Q 4 -k- 'I - City: 1,--t • SlAe- -Y _') State: Qualifier Name: Phone#: State Certification or Registration #: C G C / }OS—) 63, Certificate of Competency #: DESIGNER: Architect/Engineer: OA- a.. t S k. d ezt- 5 Address: $50 ki W 14‘, 42-56) City:1f. CCA- ei) State: it Zip: 30 f h Value of Work for this Permit: $ cq 040, oc7 Square/Linear Footage of Work: goo 5,,1 4— Type of Work: ❑ Addition ❑ Alteration ❑ New P:1 Repair/Replace ❑ Demolition Zip: 6S� Phone#: (w,) 223— 3 Description of Work: 1 Specify color of color thru tiler Submittal Fee $ .5 Permit Fee $ SOO CCF $ 18 Scanning Fee $ I Z Radonlee $(.1 • S 0 0 6 SG' CO/CC $ DBPR $ q. Notary $ Ob mo Technology Fee $ 2J-1 .Training/Education Fee $ Double Fee $ --Er Structural Reviews $ / ZD Bond $ (Revised02/24/2014) TOTAL FEE NOW DUE $ (.i ZO 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 $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. OWNER or AGENT The foregoing instrument was acknowledged before me this Or- day of ®c4019e( ,20 1C0 ,by Q0.01 , who is personally known to me or who has producedTLs)Y' y ,,,,eys CeA5tas identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: f r.14 -eke\ ��$Vto Katherine Silva Notary Public State of Florida APPROVED BY (Revised02/24/2014) Comm on No. FF • 656 The foregoing instrument �was jac' owledged before me this j4 day of &lobe V ,20 1 , by /61€ I( 3envi , ho, is` persona ly kTwn to L. me or who has produced JA/ Je t5 persona vJ identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: r-- �� .16 :a, 4,0 'SOT Aq y.4, . r My Comm. E es 7. 7 June 2019 : i : No. FF 242728 *�l�j�i*'s* * ;ted********* n****** Plans Examiner '1�iMiti t 00`‘ •� Zoning Structural Review Clerk hores illage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as ,active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use day labor, part-time employees or subcontractors for your project. The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor, part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENT Signature: 0 /''1 wner State of Florida County of Miami -Dade The foregoing wastt acknowledge before me this 014't day of ©c46-etr By 1)6,01 ri rrerd �� ►v' S Ll .fYtse- Notary: SEAL: , 20 ((e. who is personally known to me or has produced as identification. Katherine Silva Notary Public e or Moria My Commission Expires 1/25/2020 Commission No. FF 953656 Arco Construction Corporation October 1, 2016 State of Florida County of Miami Dade Before me this day personally appeared Lester Jensen who, being duly sworn, deposes and says: All work to be performed by Lester Jensen or licensed and insured subcontractors on the project located at: 1235 NE 95th Street Miami Shores, FL 33138 Sworn to (or affirmed) and subscribed before me this 01 day of October , 2016 by Personally know Or Produced Identification E brive0 liee L r Type of Identification Produced I L pi? t1 r3 /1 vIc-C .oauuigg,o i sMy conn. Expiresl June 22, 2019 11. N 4 No. FF242728/Q': ••..NN•• -4011,00' o• Print, Type or Stamp Name of Notary General Contractors/CGC1505163/1665 N.E.137`h Terrace/N. Miami, FL 33181 305.892-6507 r 4- t n arA4 • /, S TURAL PE' APPROVED ( 0 5 5 \ )(- -z-.11 7a/ em /c/. 61-141 cc:7Kj • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • ' • • • • .• • :• • : • • .” • • • • • • •• • •• • • • • • •• • • •••. • • •. •• • • • ' • • • • • • • .9 • ; • • • • • • 11. • • • • • • • 114 • • • •:• • • • • • • vi40441 11 # #414#1 6 • 0 RD. A. 1.4,_ o' cc` •?('C) •'' . EiKi.• io I. :. \,• • % e*- di 1. . . . .. • . .., ... ••• • •• • . : NO 38498 • o• ... I.. .... • ow • • :,... •• * : •• * ''' ma STATE -OF - .k. Z- - it 16 i 4-2/3) - - ... .0 . •••PLORIDX .... r ' S— AiL 7S-142,SPAY 10911, - - (305)823-3938 C 41-C 5 air PA, CONSULTING EN %"-31-tb • U� ZCI0S . _e) . 0000 . • 0000 ... . . 11'00. .... • •.0 . 0 0 0 • 0 0 . . 0 :0 • . 00.000 • 0.0.00 • •..s.• • • TT -2>ift•WvY 14:le t.44&mac . ' 4_a 4)6n4'-- et)(ss-3 70 r ao. S 1 -r Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 c.,cr - c 3 .. . ... • . 64-. 17 crO • . • • • 10 • • • * • •••11 • • •••• • • • . • •••• •••• • . • • •••• • • •••• :••••• ma. cry (1. 6 •,‹ o q 0f4f s7 -el -a.60 Edward A. LANDERS, P.E. CONSULTING ENGINEERS P.E. #038398 (305)823-3938 3 Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense No.1 No.1 Non -Dense No.2 Dense No.2 No.2 Non -Dense No.3 Stud Construction 2"-4"thick 2"-4" wide 3050 2850 2650 2000 1850 1700 1700 1500 • 1350 850 875 1650 1600 1350 1100 1050 900 875 825 775 475 500 100 100 100 100 100 100 90 90 90 90 90 660 565 480 660 565 480 660 565 480 565 565 2250 2100 1950 2000 1850 1700 1850 1650 1600 975 975 1,900,000 1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000 1,400,000 1,400;000 1,4001000 Standard Utility 2"-4"thick 4" wide 110D • 625 300 625 350 175 100 90 90 565 565 565 1800 1500 975 1,500;000 1,300;000 1,300,000 SPIB Dense Select Structural Select Structural Non -Dense Select Structural No.1 Dense No.1 No.1 Non -Done No.2 Dense No.2 No.2 Non -Dense No.3 Stud 2"-4"thick 5"-6" wide 2700 2550 2350 1750 1650 1500 1450 1250 1150 750 775.... 1500 1400 1200 950 900 800 775 725 675 425 425 90 90 90 90 90 90 90 90 90 90 90 ' 660 565 480 660 565 480 660 565 480 565 565 21501.900,000 2000 1850 1900 1750 1600 1750 1600 1500 925 925 • 1,800,000 ' 1,700,000 1,800,000 1,700.000 1,600,000 1,700,000 1,600,000 1,400,000 1.400,000 1.400,000 bense Select Structural Select Structural Non -Dene Select Structural No.1 Dense No.1 No.1 Non -Dense No.21Dense No.2 No.2 Non -Dense No.3 2"-4"ihick 8" wide 2450 2300 2100 1650 1500 1435e'': 1.100 12G% >410 • r 700 • • • 1350 1300 1100 875 25 :7C5 • • • 15 • • • 8 : I: S00 •, 400 90 90 90 90 90 :0 • .' SO • • mo • • eo • • 660 585 480 660 565 480 660 565 480 565 2050 1900 . 1750 1800 1650 1550 1700 - 1550 1450 875 1,900,000 1,800,000 1,700,000 1,800,000 1,700,000 1,600,000 1,700,000 1,600,000. 1,400,000 1,400,000 Dense Select Strlictural Select Structural 2150 •2050, • • 1200 1100 • • ,•90_,_____ 90 • • • 660 565 2000 1850 1,900,000 1,800,000 • • •• • • •• • • • • •• • • • • • •• •• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .ti TABLE 8.4 (Continued) Non-DenSe Select Structural No.1 Dense No.1 No.1 Non -Dense No.2 Dense No.2 No.2 Non -Dense No.3 Dense Serecl Structural Select Structural Non -Dense Select Structural No.1 Dense No.1 No.1 Non -Dense ' sense No. s0• Non -Dense No.3 e SOUTHERN PINF Dense Structural 86 QsttltstrSTWCtural-7.2 SOUTHER PIN}E Dense S 86 Dense Structs al 2 Dense Structural 65 Size classification Design values in pounds per square inch (psi) Tension parallel to grain Ft Shear parallel to grain F� Compression .Perpendicular to,grain Fel 2"-4"thick 10"wide . 1860 1450 1300 1200 1200 1050 950 600 2 2; 950 775 725 650 625 575 550 325 1100 1050 900 725 675 600 575 550 525 325 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 480 660 565 480 660 585 480 565 Compression parallel to grain Fc 1750 1756 1600 1500 1650 1500 1400 850 7750 660 1950 '" ""•' i�Ik 565 1800 1350 480 ' 19" urL+n 1250 660 1700 "„ 1150 1700 565 11 480 1600 •660 1500 565 1600 76.. 480 .1450 t� a9x 565 1350 (Dry service conditions 19% or.less 825 2-41nictt, 'Yrt, -t7-Snmoistureai6�ai • • r,- • • • • • 655 ZJ • ••1460 • 130 660 2000 as.• •• • 'r 660 1650 1/2" 4"thi ei • 2t00 •CiAttt , Nee •Mn[iitinfts) 1750 1400 162"8 wider 1600 1200 440 • 1460 • 1 • • 440 145 120 1300 1,600,000 • • • t •" • .,; .�. Ls • • •,! ._.. 440 1100 1.600,000 • • • • • • • `1r °r• [n�,ar• • 1°600,000 AFRA e• • ••• • • • rrnerk. NFPA1, Washington. 1,7.00,000 1,800,000 1,700.000 1,600,000 1,700,000 1.600,000 1,400,000 1,400.000 1,900,000 1,800,000 1,700,000 1,800,000 1.700,000 1,600,000 1,700,000 1.600,000 1,400.000 1 400 000 1,800,000 1,800,000 1 ••• • • • • • • • • • • • • • •• •• ••• • • • • ••• • • • • • • • ••• • • • • • • • • • • • • •• •• • ••• • • Date Company Address City State MECAWind.Version 2.1.0.6 ASCE 7=10 Developed by MECA Enterprises, : 9/5/2016 Name : Edward A. Landers, P.E. : 7850 NW 146th Street : Miami Lakes, : Florida Proj Location : File Location: C:\Program Files (x86)\MECAWind\1614893-01.wnd Inc. Copyright 2016 Project No. . Designed By . Description . Customer Name : 4 I I,, Walls •-. Roof not shown r� a :v [JW. mec ei;,t.e'Lj; L 1�e9. JJIiI 1614893-01 Edward A. lenders, P.E. Wind Pressures 1235 NE 95th Street Miami Shores, Florida 1 r 31 2 1 ;2 r Gable Roof 8 .:= • Wind Pressure on Components and Cladding (Ch 3a Tat 1•) All pressures shown are based upon ASD Design, with a Load Factor of"!t6. Width of Pressure Description Width Span int ft Coefficient Zone "a" Area Zone Max Min ft^2 GCp GCp UPLIFT UPLIFT UPLIFT 2.00 10.00 33.3 1 2.00 10.00 33.3 2 2.00 10.00 33.3 3 • =3ft • Max p•••A3.p p �••••� psf "Mt* •••• •..•!s__- • ..• 0.25 -0.95 16.05• 2.58.28 •• • 0.25 -1.43 16.0:":5:.78 • 0.25 -1.91 16.08 -70.98 • • • • • • .. • ••.• • • • • • • • .• • • • • • MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2016 c,•ww.m.e entezp;zis s.:,:m Date Company Name Address City State : Florida : 9/5/2016 : Edward A. Landers, P.E. : 7850 NW 146th Street : Miami Lakes, Project No. . Designed By . Description . Customer Name : Proj Location : File Location: C:\Program Files 0x86)\MECAWind\1614893-01.wnd Directional Procedure All pressures shown are Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Damping Ratio (beta) Alpha At Am Cc Epsilon Simplified Diaphragm based upon ASD 175.00 mph II N/A 1.00 0.01 9.50 0.11 0.15 0.20 0.20 Slope of Roof • 0.25 : 12 Ht: Mean Roof Ht • 4.00 ft RHt: Ridge Ht • 4.00 ft OH: Roof Overhang 2.00 ft at Eave= 2 Bldg Length Along Ridge = 16.00 ft 1614893-01 Edward A. landers, P.E. Wind Pressures 1235 NE 95th Street Miami Shores, Florida Building (Ch 27 Part 2) Design, with a Load Factor of .6 Exposure Category Flexible Structure = Kd Directional Factor = Zg Bt Bm 1 Zmin Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area C No 0.85 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 1.19 Deg Monoslope 4.00 ft 664.00 ft" Bldg Width Across Ridge= 40.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gust1: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 Gust Factor Category II Rigid Structures Zm: 0.6*Ht lzm: Cc*(33/Zm)^0.167 Lzm: 1*(Zm/33)^Epsilon Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 - Complete Analysis = 0.85 • • • • • • • •• . •••• • • =• 5.00 •fi• = 0.23 • .•=-9•n7.06.•1'f•. •_,•• 0.93 •••• Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) ••;••;0.89.• ;•; .• •• 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 : Internal Pressure Coefficient Topographic Adjustment 0.33*z Kzt (0.33*z): Topographic factor at elevation 0.33*z Vtopo: Adjust V per Para 27.5.2: V * [Kzt(0.33*z)]^0.5 • •001111 • • = +/-o.f$.- • 1.32 = 1.00 • 175.00 mph Net Wind Pressures on Walls (Table 27..6-1) Wall Pressures do not include effect of internal pressure MWFRS-Wall Pressures for Wind Normal to 40 ft wall L/B = ph: Net Pressure at top of wall (windward + leeward) _ p0: Net Pressure at bottom of wall (windward + leeward) _ ps: Side wall pressure acting uniformly outward = .54 * ph = pl: Leeward wall pressure acting uniformly outward = .38 * ph= pwh: Windward wall pressure acting uniformly outward = ph-pl = pw0: Windward wall pressure acting uniformly outward = p0-pl = 0.40 38.70 psf 38.70 psf 20.90 psf 14.71 psf 23.99 psf 23.99 psf MWFRS-Wall Pressures for Wand Normal to 16 ft wall L/B = 2.50 ph: Net Pressure at top of wall (windward + leeward) = 33.68 psf p0: Net Pressure at bottom of wall (windward + leeward) = 33.68 psf ps: Side wall pressure acting uniformly outward = .64 * ph = 21.55 psf pl: Leeward wall pressure acting uniformly outward = .27 * ph= 9.09 psf pwh: Windward wall pressure acting uniformly outward = ph-pl = 24.58 psf pw0: Windward wall pressure acting uniformly outward = p0-pl = 24.58 psf See Fig 27.6-2 for Parapet wind Roof Pressures pressures See Table 27.6-2 4***4 Ph Wall Pressures See Table 27.6.1 Mean roof ht. Elevation Wind El Plan Net Wind Pressures on Roof (Table 27.6-2): Exposure Adjustment Factor Zone Load Casel psf 1 .00 2 .00 3 -36.05 4 -32.18 5 -26.37 B • • •.• •• • • • a • • • •• • •••• • • • • • • • •• • •.•. ••.• . . • • • ••• •l••• 1 .1x0 : . • Load Case2 ' • •• psf • • .00 .00 .00 .00 .00 • . * •• • •..• • • • •• Note: A value of '0' indicates that the zone/load case is not applicable. Load Case 1: Povh1: Overhang Povh3: Overhang Load Case 2: Povhl: Overhang Povh3: Overhang Monoslope Roof Roof Overhang Loada (Figure 27.6-3): pressure for zone 1 pressure for zone 3 pressure for zone 1 pressure for zone 3 a' �'f��'",'•.i,JFv_' frnm .00 psf _ -27.03 psf • • • • • •• • • •••• • • • • •• •• • •• •• • • • • • • •• • .00 psf .00 psf • • • •••• • • •••• • • • •••• • ••• • • • •• • • • • • •• • • • • • • • • • • • • •••• • • • • •