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REV-16-2259))03.\Ito L.M BUILDIN PERMIT A ` LICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 756-8972 (305) 762-4949 Li BUILDING ❑ ELECTRIC ❑ ROOFING PLUMBING MECHANICAL PUBLIC WORKS ❑ CHANGE OF CONTRACTOR J AUG J`1 2016 /BY: 34-11 FBC 2019 Master Permit No. 2-C 314 - 569 - Sub Permit No. REV I —�5�1 EXTENSION RENEWAL ❑ CANCELLATION LJ SHOP DRAWINGS �. REVISION JOB ADDRESS: 1285 4 .E . act* City: Miami Shores County: Folio/Parcel#: 11 ' 32 6' 014-- 4020 Occupancy Type: Load: Construction Type: Flood Zone: Miami Dade Zip: Is the Building Historically Designated: Yes NO X BFE: FFE: OWNER: Name (Fee Simple Titleholder): V--,019-et1-0ICklan01 t9d. Lt 5 Phone#: C3(-) 342 ' �J44 g Address: I 2512 11€ c1S y( �J City: i (INV Shy y State: I Zip: 3515t Tenant/Lessee Name: Phone#: Email: rob/4 @ ov 0.44-i •c..or 1 CONTRACTOR: Company Name: kCcl 00115 itiNd4DYX OfTAP Address: 2i54 03Q4-Jj t1 ,41ie% City: VAV1M. 7f1NS State: k+ ,2_,„r -.Qualifier Name: -o 171a6uiva 11 Phone#(3 4) 063 1go2 C{vel OS 00 D B( 91G \'IO Zip: 33166 Phone#: State Certification or Registration #: C ,G 1512•1-00 Certificate of Competency #: DESIGNER: Architect/Engineer: Op >J } W1. 12-c } $r d 3I' 1►r1 Phone#: (36) 5 i6 -13404 Address: 24.5. N.• . 3-4 II- City: 1121Va W State: Zip: 331 33- Value of Work for this Permit: 5 2.1 (200a Square/Linear Footage of Work: 50 SI. F 4 af7f X.. Type of Work: ❑ Addition ❑ Alteration New ❑ Repair/Replace ❑ Demolition Description of Work: 54x1 �� u2.k, rsl Cod -1-a" 4-10E- le-ntra-A-ar Specify color of color thru tile: Submittal Fee $ Permit Fee $ 45. ' CCF $ CO/CC $ Scanning Fee $ 3. W Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee 5. Double Fee $ Structural Reviews $Ilia (Revised02/24/2014) Bond $ TOTAL FEE NOW DUE $ 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. 1 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. 1 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 do 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 OWNER or AGE T The foregoing instrument was ackno ledged before me this 10 day of AO 6YS1 , 20 (L, , by vspylir vLrlt(,ikJC, , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: C6'2.OS ItivAet241 ************ -'tee."�"''*< CARLOS SANABRIA •���: Commission # FF 37673 «� -+�'CidTr.: My Commission Expires APPROVED BY (Revised02/24/2014) Sign CONTRACTOR The foregoi g instrument was acknowledged before me this &.Y T , 20 ) by 10 day of LO PCX-r-1210. ROA:O . . , who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: ZANA CARLOS SANABRIA = Commission # FF 37673 My Commission Expires ° July 18, 2017 ************************************************************ • Plans Examiner Zoning Structural Review Clerk US STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 www.optimussd.com ADDITIONAL CALCULATIONS FREHLING RESIDENCE LOCATED AT: 1285 NE 95TH STREET MIAMI SHORES, FL 33138 tet • 4 •••• Vi • • s♦ i • . • • • t; Tanya Homleid P.E PE#61706 July 29, 2016 US STRUCTURAL DESIGN LLC CONSULTING ENGINEERS 7850 NW 146 Street, Suite 305, Miami Lakes, FL 33016 T. 305.512.5860 F. 305.512.5861 www.optimussd.com zpoo Psi A %b IL, a ••• •• • Geiro2ratOr = 2000 X (33% 12) 33 5500 Rp_(B_Z_2! 2 - Stab (c9„� Rc 450x(6/112) x (/i/z PC_= �D ='103. 12 'KT-. 2.205_66 + 55.66 4 403, a 4-i3° F .••• • • •••• •••••• ••••• • . • (,• it 12 •' ••• •• ••• •• • •• • • • • • • • • • • •••• • •• • • • • 0 x (.1(r/12) - -i 53- (o _ Pi/6.3/,2) - 55.8% k(1 -= 65 (2-4A0) P 130 JAPE License #*1YLKDT73ZM8N4RY SAFE Analysis & Design Report . • .• • • • . ••.• • • . . .• • •• .• • . • . .• . • • . • •••• • . . • • • •••• • • • • • • .• • • • • . • • • • • • • • • • • • • • • • • •• • •••• • • • • • •• • Model Name: NEW SLAB GENERATOR.fdb 24 January 2015 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY Contents 24 January 2015 Contents Model Definition 4 1. Model properties 6 1.1. Material properties 6 1.2. Section properties 6 1.3. Support properties 7 2. Model assignments 8 2.1. Slab assignments 8 3. Model loading 9 3.1. Load patterns 9 3.2. Load cases 9 3.3. Load combinations 10 Design 12 4. Design summary 13 4.1. Preferences 13 4.2. Overwrites 13 4.3. Slab design 14 4.4. Beam design 14 4.5. Punching check/design 14 List of Figures Figure 1: Finite element model "" 4 Figure 2: Finite element model • • . • .• •• •• • List of Tables • •••• . • . • •.•• • Table 1: Material Properties 03 - Concrete• • • • • • • • • * • • • • • &• • • Table 2: Material Properties 04 - Rebar • • 6• Table 3: Material Properties 05 - Tendon •• • , • • .• • • Table 4: Slab Properties 02 - Solid Slabs, Part 1 of 2 Error! BpokmtMAet defirect. Table 4: Slab Properties 02 - Solid Slabs, Part 2 of 2 Errbrl $dokmarjc.ppt defined. • Table 5: Beam Properties 02 - Rectangular Beam '..�...« 6 Table 6: Beam Properties 06 - Design Data 7 Table 7: Soil Properties 7 Table 8: Spring Properties - Point 7 Table 9: Spring Properties - Line 7 Table 10: Slab Property Assignments 8 Table 11: Load Patterns 9 Table 12: Load Assignments - Surface Loads 9 Table 13: Load Assignments - Line Obiects - Distributed Loads, Part 1 of 2 9 Table 13: Load Assignments - Line Objects - Distributed Loads, Part 2 of 2 9 Table 14: Load Cases 02 - Static 9 Table 15: Load Cases 06 - Loads Applied 10 Table 16: Load Combinations 10 Table 17: Design Preferences 01 - Resistance Factors 13 Table 18: Design Preferences 02 - Rebar Cover - Slabs 13 Table 19: Design Preferences 03 - Rebar Cover - Beams 13 Table 20: Design Preferences 04 - Prestress Data 13 Table 21: Slab Design Overwrites 01 - Strip Based 13 Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 14 Page 2 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY List of Tables 24 January 2015 Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 14 . •.. • • • •••• • • • ..• .. • • .. .. • • • • . • • .. • . • • . • • .... • • • . • •• •• . • •• ..• •••• • • • • • • . • • • • • • . Page 3 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #`1YLKDT73ZM8N4RY Model Definition 24 January 2015 t Model Definition L rt 4— .. ..• •. . illt• • • • •••• • • . • • r •• • • •. •• • • • • • • • • • • .•• . • •••• .• • • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • Figure L : Finite element model Page 4 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY Model Definition 24 January 2015 .•.. • . •... . • . . .. . .. . . • • .• . • .. • .... • . . • •.•• • . . .•• •• • • • • J • • • • • • • • • • • • • • •• • •••• • • • • • Page 5 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY 1. Model properties 24 January 2015 1. Model properties This section provides model properties, including items such as material properties, section properties, and support properties. 1.1. Material properties Table 1: Material Properties 03 - Concrete Table 1: Material Properties 03 - Concrete Material E U A UnitWt Fc LtWtConc kip/int IIF lb/ft3 kip/in2 4000Psi 3604.997 0.200000 5.5000E-06 1.5000E+02 4.000 No 5000Psi 4030.509 0.200000 5.5000E-06 1.5000E+02 5.000 No Table 2: Material Properties 04 - Rebar Table 2: Material Properties 04 - Rebar Material A615Gr60 E UnitWt Fy Fu I kip/in2 Iblft3 kip/in2 kip/in2 29000.000 4.9000E+02 60.000 90.000 Table 3: Material Properties 05 - Tendon Table 3: Material Properties 05 - Tendon Material A416Gr270 E UnitWt Fy Fu kip/in2 Ib/ft3 kip/in2 kip/in2 28500.000 4.9000E+02 245.100 270.000 1.2. Section properties Table 4: Slab Properties 02 - Solid Slabs Table 4: Slab Properties 02 - Solid Slabs Slab Type MatProp Thickness Ortho in S12C05 Slab 5000Psi 12.0000 No Table 5: Beam Properties 02 - Rectangular Beam Table 5: Beam Properties 02 - Rectangular Beam Beam MatProp Depth WidthTop WidthBot BEAM1 in in 4000Psi 24.0000 12.0000 in 12.0000 • • • •••• • • • • • •• • •• • • • • • • ••• • • • • • •••• • • • • • • •••• • • • • • •• •• • • • • . • • • • • • • • • • • • • • • • • •• •• •••• • • • • • •• • Page 6 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #"1YLKDT73ZM8N4RY 1. Model properties 24 January 2015 Table 6: Beam Properties 06 - Design Data Table 6: Beam Properties 06 - Design Data Beam MatRebarL MatRebarS FIngWOpt CoverTop CoverBot NoDesign in in BEAM1 A615Gr60 A615Gr60 Analysis 3.0000 3.0000 Property 1.3. Support properties Table 7: Soil Properties Table 7: Soil Properties Soil Subgrade Ib/ft3_ SOIL1 1.7280E+05 Table 8: Spring Properties - Point Table 8: Spring Properties - Point Spring Ux Uy Uz Rx Ry Rz NonlinOpt kip/in kip/in kap/in kip-in/rad kip-in/rad kip-in/rad PSPR1 16.0000 16.0000 140.0000 0.000 0.000 0.000 Table 9: Spring Properties - Line Table 9: Spring Properties - Line Spring LSPR1 VertStiff RotStiff NonlinOpt 1 kip/in/in kip/rad 0.00100 0.0010 None (Linear) None (Linear) • • • • • •••• • • . . .• • •• • • • • • . • • • • ..•. • . • .•• • • • • • • •• •• • • • • • • • . • • • • • • • • • • • • .• • •.•. • • • • • Page 7 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY 2. Model assignments 24 January 2015 2. Model assignments This section provides model assignments, including assignments to slabs, beams, and joints. 2.1. Slab assignments Table 10: Slab Property Assignments Table 10: Slab Property Assignments Area SlabProp S12C05 .. • . • • • • •••• • • • •• • •• • • • • •• • • • • • • • .••• • • • • •••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • Page 8 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY 3. Model loading 24 January 2015 3. Model loading This section provides model loading information, including Toad patterns, load cases, and load combinations. 3.1. Load patterns Table 11: Load Patterns Table 11: Load Patterns LoadPat Type SeIfWtMuIt DEAD DEAD 1.000000 LIVE LIVE 0.000000 WIND WIND 0.000000 Table 12: Load Assignments - Surface Loads Table 12: Load Assignments - Surface Loads Area LoadPat Dir UnifLoad A B C Jb/ft2 Ib/ft3 Ib/ft3 Ib/ft2 1 DEAD Gravity 25.00 0.0000E+00 0.0000E+00 0.00 Table 13: Load Assignments - Line Objects - Distributed Loads, Part 1 of 2 •••• Table 13: Load Assignments - Line Objects - Distributed Loads, Part 1 of 2: • • • Line LoadPat Type Dir RelDistA ReIDistB • •"i r �DistA • • tibpistB • 411•111• 14 DEAD Force Gravity 0.0000 1.0000 • • 4.0000 • •7.0000 • 15 DEAD Force Gravity 0.0000 1.0000 • • • •x.6000 : • • •'1'0000 • • • • •• •• • • • • • Table 13: Load Assignments - Line Objects - Distributed Loads, Part:•df2 ••. • • Table 13: Load Assignments - Line Objects - Distributed Loads, • • • • Part2of2 • • • •• •• • [ Line LoadPat FOverLA kiplft FOuekirp/fLt 1 •••• • • • •• • 14 DEAD 3.033 3.033 15 DEAD 3.033 3.033 3.2. Load cases Table 14: Load Cases 02 - Static Table 14: Load Cases 02 - Static LoadCase InitialCond AType DEAD Zero Linear Page 9 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY 3. Model loading 24 January 2015 Table 14: Load Cases 02 - Static LoadCase InitialCond AType LIVE Zero Linear WIND Zero Linear Table 15: Load Cases 06 - Loads Applied Table 15: Load Cases 06 - Loads Applied LoadCase LoadPat SF DEAD DEAD 1.000000 LIVE LIVE 1.000000 WIND WIND 1.000000 3.3. Load combinations Table 16: Load Combinations Table 16: Load Combinations Combo Load SF Type DSStrength DSServinit DSServNorm DSServLong COMB1 DEAD 0.60000 Linear Add Yes No 0 COMB1 WIND 1.00000 0 UDCONI1 DEAD 1.00000 Linear Add No Yes 0 No •• • • • • • • •••• • • • • •• • •• • • No No' •• • • • • UDCONL1 DEAD 1.000000 • Linear Add No No No • • , • • Yes. • UDCONL2 DEAD 1.00000 Linear Add No No No 0 UDCONL2 LIVE 0.50000 0 UDCONN1 DEAD 1.00000 Linear Add No No Yes 0 UDCONN2 DEAD 1.00000 Linear Add No No Yes 0 UDCONN2 LIVE 1.00000 0 UDCONU1 DEAD 1.40000 Linear Add Yes No No 0 UDCONU2 DEAD 1.20000 Linear Add Yes No No •••• • Yes • • •• •• • • • • • • • • • • • •S No' • • • • • • • • • •• • No •••• • • • • • No No 0 UDCONU2 LIVE 1.60000 0 UDCONU3 DEAD 1.20000 Linear Add Yes No No No 0 UDCONU3 LIVE 1.00000 0 UDCONU3 , WIND 1.00000 0 UDCONU4 DEAD 1.20000 Linear Add Yes No No No 0 •• • Page 10 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY 3. Model loading 24 January 2015 Table 16: Load Combinations Combo Load SF Type DSStrength DSServinit DSServNorm DSServLong UDCONU4 UDCONU4 UDCONU5 UDCONU5 UDCONU6 UDCONU6 LIVE 1.00000 0 WIND -1.00000 0 DEAD 0.90000 Linear Add 0 WIND 1.00000 0 DEAD 0.90000 Linear Add 0 WIND -1.00000 0 Yes Yes No No No No No No .. • • . . . .... . . . . .. • .• . • • • .. • . . ...• • • • . ••.. • . . . . •• • . • • • • • • • • • • • • • • • • • .• • ••.. • • • • • Page 11 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY Design 24 January 2015 Design Figure 2: Finite element model • • • • • • • . • • • ••• • • • • Page 12 of 14 T-, !I Ott' i • 4• • P • •; .• •c •••• • • • i '. I F -f �_ ... . w + t... •: 4••• •1.••• • • ; • • 1 1 • ' • 4• • • • • • •i••• • • • • ' t.•• • •• • • • • f i Figure 2: Finite element model • • • • • • • . • • • ••• • • • • Page 12 of 14 NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1 YLKDT73ZM8N4RY 4. Design summary 24 January 2015 4. Design summary This section provides design information for beams, strips, and punching checks. 4.1. Preferences Table 17: Design Preferences 01 - Resistance Factors Table 17: Design Preferences 01 - Resistance Factors PhiTen PhiComp PhiShear 0.900000 0.650000 0.750000 Table 18: Design Preferences 02 - Rebar Cover - Slabs Table 18: Design Preferences 02 - Rebar Cover - Slabs CoverTop CoverBot BarSize InnerLayer PTCGSTop PTCGSBotE xt in in in in 0.7500 0.7500 #6 B 1.0000 1.7500 PTCGSBoti StabType nt in 1.0000 Two Way Table 19: Design Preferences 03 - Rebar Cover - Beams Table 19: Design Preferences 03 - Rebar Cover - Beams CoverTop CoverBot BarSizeF BarSizeS PTCGSTop PTCGSBot in 1.5000 In in in 1.5000 #9 #4 2.0000 2.0000 Table 20: Table 20: UserStress Design Preferences 04 - Prestress Data Design Preferences 04 - Prestress Data InitConcRat LLFraction No 0.800000 0.500000 4.2. Overwrites Table 21: Slab Design Overwrites 01 - Strip Based Table 21: Slab Design Overwrites 01 - Strip Based Strip Layer DesignType RLLF IgnorePT MSA3 MSB1 A B Middle Middle 1.000000 No 1.000000 No RebarMat A615Gr60 A615Gr60 •••• • • • • •••• • • • .• • •• • • • • •• • • • •••• • • • • •••• • • • • • ••• •• • • • • • • • • • • • • • • • •• • •••• • • • •• • • • • • • • • •• • • • Page 13 of 14 • • NEW SLAB GENERATOR.fdb SAFE 2014 v14.0.0 - License #*1YLKDT73ZM8N4RY 4. Design summary 24 January 2015 Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 1 of 2 Area RebrMat A615Gr60 Table 22: Slab Design Overwrites 02 - Finite Element Based, Part 2 of 2 Table 22: Slab Design Overwrites 02 - Finite Element Based, Part2of2 Area RLLF Design IgnorePT 1.000000 Yes 4.3. Slab design 4.4. Beam design 4.5. Punching check/design r • • • •••• • • • • •• • •• • • • • • • •• • • • •••• • • • • • • •••• • • • • • •• •• • • • • • • • • • • • • • • • • • • • • • • •• • •••• • • • • • Page 14 of 14