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DGT-16-342 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone:(305)795-2214 Fax: (305)756.8972 inspection Number: INSP-259448 Permit Number. DGT-2-16-342 Scheduled Inspection Date: May 24,2016 Permit Type: DockafGazebos/Trellises Inspector: Mesa, Michael Inspection Type: Final Owner: TURK,JAMES AND JANINE Work Classification: Deck -Wood Job Address:1275 NE 94 Street Miami Shores,FL 33138-2946 Phone Number Parcel Number 1132050100090 Project: <NONE> Contractor: MASIMO CONSTRUCTION INC Phone: (561)214-4940 Building Department Comments WOOD DECK Infractio Passedcomments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR iNSP-252372. 5/20/16 MISSING SCREWS ON 2X6 PLANKS. NEED TO EMPTY POOL Failed Correction Needed F-1 Re-Inspection a Fee No Additional Inspections can be scheduled until re-Inspection fee is paid �2 May 23,2016 For Inspections please call: (305)762-4949 Pace 38 of 42 Miami Shores Village 10050 N.E.2nd Avenue NE "- Miami Shores,FL 33138-0000 Phone: (305)795-2204 Expiration: 101231 1 Project Address Parcel Number Applicant 1275 NE 94 Street 1132050100090 Miami Shores, FL 33138-2946 Block: Lot: JAMES AND JANINE TURK Owner Information Address Phone Cell JAMES AND JANINE TURK 2020 N BAYSHORE Drive MIAMI FL 33137- 2020 N BAYSHORE Drive MIAMI FL 33137- Contractor(s) Phone Cell Phone Valuation: $ 6,000.00 MASIMO CONSTRUCTION INC (561)214-4940 Total Sq Feet: 54 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final Date Denied: Foundation Type Const:Wood Deck Additional Info:WOOD DECK Framing in Progress Classification:Residential Scanning:1 Review Building Scanning:1_ Review Building Review Structural Review Structural Review Planning Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 DBPR Fee $2.0o Invoice# DGT-2-16-58611 DCA Fee $2.00 04/26/2016 Credit Card $312.60 $50.00 Education Surcharge $1.20 02/05/2016 Check#:101 $50.00 $0.00 Permit Fee $100.00 Plan Review Fee(Engineer) $120.00 Plan Review Fee(Engineer) $120.00 Scanning Fee $9.00 Technology Fee $4.80 Total: $362.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit i assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the 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. April 26,2016 AuthorfidlfgnatweeDwrier / Applicant / Contractor / ent Date Building Department Copy April 26,2016 1 Miami Shores Village Building Department FEB 0 5 2016 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION UNE PHONE NUMBER:(30S)762-4949 % BUILDING Master Permit No. �� PERMIT APPLICATION Sub Permit No. (BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑EXTENSION RENEWAL []PLUMBING [:] MECHANICAL ❑PUBLIC WORKS CHANGE OF [:]CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: a� - 1!514 s�-=- City: Miami Shores County: Miami Dade Zip,: Folio/Parcel#: is the Building Historically Des%pned:Yes NO Occupancy Type: Load: Construction Type: flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder):l L Phone#: �j Lf I oo Address: I 'a-l� f4 G— ,` - Lf Y (Z City: 1 I(A MI 11��-�7 Stater ZipJ3 Tenant/Lessee Name- Phone#: Email: CONTRACTOR:Company Name: 1�'tJ�6S�.1VL� 0DIT&I.48}y I Phone#:(5(0 of 1 t Yg N Address: City: State✓i c,r Zp:�� Qualifier Name: 6�L-G1,:�j Phone#:. �0� State Certification or Registration#:L-l.''ll��`J� Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Unear Footage of Work• Type of Work: ❑ Addition ❑ Alteration [: New ❑ Repair/Replace Demolition Description of Work:W= de k— Specify color of color thru tile: Submittal Fee$ Permit Fee$ ( �' CCF$ 4 t) CO/CC$ Scanning Fee$ Q - CAZ) Radon Fee$ DBPR$ - Notary$ 0 Technology Fee$ w Training/Education Fee$ ! - �U Double Fee$ Structural Reviews$, Q- GJ Bond$ TOTAL FEE NOW DUE$ 60 (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and Installations as indicated. i certify that no work or Installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the Issuance of a building permit with an estimated value exceeding$25W, 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 4W4 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 l (o by day of ,20 ho by 1 LI r .who is personally known toYdcifUrsonally kno � � (.l.cl�who to me or who has produc ,D J/ as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: J'&A Si / Sig Print: l Print: Seal: :ate'• SLA DOtVpkiT Seal: a MY CD 8i0N 8 PF930069 •s MY COARAMSM 0 EXt�8 Oel W 26.2019 EXPMS oomw ani +s► *s**ss*s*s*ss*ss**ssssss**ssss APPROVED BY Plans Examiner L Zoning /,f/ Structural Review Clerk (Reviseao2/24/2014) A 5i11O,R z'S Irl iaml shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: l�' i� Z DATE: 02 ❑ Contractor ❑ Owner ,Architect L Picked up 2 sets of plans and (other) Address: From the building department on this date in order to have corrections done to plans And/or get County sta ps. I understand that the plans need to be brought back to Miami Shores Village Buildi Department to co i ue rmitting process. Acknowledged by: PERMIT CLERK INITI "q ND NOT RESUBMITTED DATE: �' totQ- y PERMIT CLERK INITIAL: SL ` G2 Consulting Group,lnc. JOAQUIN MONTESINO, P.E s 9725 SW 4 th TERR., Miami, Florida 33174 PH (786)2940032, Fax(786)2940032 Lic#69969,CA 25882 ` BY: JM DATE:3/31/16 SUBJECT:TURK Res SHEET 1 OF 9 CHECK BY:JM DATE3/31/16 Miami Shores, Florida CALCULATION TITLE SHEET Job Name : WOOD POOL DECK -DOT- `(_ APR p 7 2016 Client : Mr.TURK 1275 NE 94 th ST. MIAMI SHORES, FL UCTJ`R'�L REV,EW APPROVto �..DATt�! f Job Type : RESIDENTIAL Building Code : .F.B.C.-2014-5th Edition Building Dept : Miami Shores The undersigned hereby certifies that the enclosed structural calculations were prepared either by myself or under my direct supervision.Fog jhe�WpAptq rips,ii avv,iqpAit was prepared and the out$ut data*anal ted•aad in the same manner prior• repa�iatian:oi: tie �iistnretion documents. , e Therefore, L• coal �rpjpA%r&l:ropWfbility for my♦♦` N MONT interpretation of any computer outputs. ♦ (� . .. �st�5f •• N0.69969 P .. . . . . • . . �>�: * 3,31. x�= 0:0s��®•� A STATE OF . . . • . ••• • •c� P ••• • • • ••• • • N G2 Consulting Group, Inc. fib:TURK ROBERT T.GARCIA, P.E Sheet No: of 9725 S.W.4 th TERR. Calc.by:JM Date:3/30/16 Miami,FL 33174 Check by:JM Date:3/30/16 LIC#51370,CA 25882 WD JOIST 2X6 CHECK DATA: 2XG :WD SECTION SP No 2 b:= 1.5in h:= 5.5in 3 Aj:= b h Area of section Aj =8.25•in2 b h Moment of Inertia 12 2 Sj;= b h Modulus of section Sj=7.56•in3 Ij=20.8•in4 6 5ft Span of Joists a:= 24in Distance between joists Loads DL:= 10psf Dead Load LL:= 100psf Live Load wdl:= DL•a Dead load per ft we=20•ft - wp:= LL•a Live Load per ft wn=F200.1bf ft 200.18 (wcu+w11)•L2 Max Bending Moment 8 - Maj=688•lbf•ft Vaj:_ (wcu+wu)•L Max Shear Force- 2 orce2 Vaj=550 IV -Max bending stress: .•_ ••• . . •fbj . . .. aj • • •• • • • • • fbj= 1091 psi ••• •�• ••• ••• . • . . . . ... . . .. see _ .•. • . . . ... . . . . . . . . . . . . .•. . . 0.0 ... . . f L; G2 Consulting Group, Inc. ,job:TURK ROBERT T.GARCIA,P.E Sheet No..— Of 9725 S.W.4 th TERR. Calc.by:JM Date:3/30/16 Miami, FL 33174 Check by:JM Date:3/30/16 LIC#51370,CA 25882 -Max shear stress : f = 3 Vaj - � 2 A 17 j j= 100 psi Allowable stresses for SP Not (2x6) Fb:= 1000psi Tabulated Bending Sress for SYP No.2 , See Table 4B, NDS F,:= 175psi Tabulated Shear Sress for SYPt&2,See Table 413,NDS E,wd:= 1400ksi Modulus of Elasticity of SP NO 2(24) Adjustment of Design Values CD:= 1.0 Load Duration Factor(Normal combination of loads) CM:= 1.0 Wet Service Factor Ct:= 1.0 Temperature Factor CL:= 1.0 Beam Stability Factor CF;= 1 Size Factor Cgu:= 1 Flat Use Factor C;:= 1 Incising Factor Cr:= 1.15 Repetitive Member Factor or Cf:_•1 Form Factor Fb:= Fb-CD•CM•CYCL•CF'Cf6-Ci•Cr Cf •• ••• • i • • • •• - F'b= 1150•psi Allowable Bending Strew.i • • • checking:= if(fbj S F'b,"ok","no-good') . ... . • checking="ok" •.: . .' : : . :': : .. . ... . . . . .. . . ... . . . . . . . . • . . . . •.. . . . ... . . ,y G2 Consulting Group, Inc. Job:TURK ROBERT T.GARCIA, P.E Sheet No:--L/ of 9725 S.W.4 th TERR. Calc.by:JM Da:3/30/16 Miami,FL 33174 Check by:JM Date:3/30/16 LIC#51370,CA 25882 F,:= Fv CD CM Ct C, F'v= 175-psi Allowable Shear Stress := if(f,15 F v,"oV,"na good A checking= "ok" -Max deflection : 5 (wu+ w11)-L4 I• Max Deflection 384 Ew w.J Amu=0.106•in mallow L Allowable Deflection 240 A,now 0.25•in control:= if(0,,,,5 A djow,"ok","not good") control="ok" Use : 2x6 0-24" foist SP No 2 PT- •• ••• •• • • • •• • • • • • • ••• • • • • • • • • • • • • G2 Consulting Group, Inc. ob:TURK ROBERT T.GARCIA,P.E - Sheet No: of 9725 S.W.4 th TERR. Calc.by:JM Date:3/30/16 Miami, FL 33174 Check by:JM Date:3/30/16 LIC#51370,CA 25882 3-2x6 WD BM DATA: 2—2X6 :WD SECTION SP No 2 b:= 1.5in h:= 5.5in 3 Aj:= 2•b•h Area of section Aj = 16.5•in2 Ij:= 2•b•h Moment of Inertia 12 2 _ 2 -b-h Modulus of section Sj= 15'12•in3 Ij=41.59•in 6 = 5$ Span of WD BM a:= 30in TRIG.AREA Loads DL;F 10psf Dead Load LL:= 100psf Live Load~ wcl:= DL•a Dead load per ft wdl;25.11b_ftf w11:= LL•a Live Load per ft wll;.250.1bfft (w,l+w1j)•L2 M Maj:= 8 ax Bending Moment Maj=859•1bf-ft - (wdl+wu)•L Max Shear Force- Vaj:_ _ 2 Vaj=688 1b -Max bending stress: •• ••• • • • • • •• _ fb••= Mai - '. •: •': %: '• fbj=682 psi • ••• • • • • • • • • • • • G2 Consulting Group, Inc. ,Job:TURK -.>✓ ROBERT T.GARCIA, P.E Sheet No: CD of 9725 S.W.4 th TERR. Calc.by:JM Date:3/30/16 Miami,FL 33174 Check by:JM Date:3/30/16 LIC#51370,CA 25882 -Max shear stress : f = 3 Vai `� 2 Aj $,j=63 psi Allowable stresses for SP No2(2x6) Fb:= 1000psi Tabulated Bending Sress for SYP No.2 , See Table 4B, NDS F,:= 175psi Tabulated Shear Sress for SYPNo.2,See Table 4B,NDS E,vw:= 1400ksi Modulus of Elasticity of SP NO 2(2x6) Adjustment of Design Values CD:= 1.0 Load Duration Factor(Normal combination of loads) CM:= 1.0 Wet Service Factor _ , Ct:= 1.0 Temperature Factor CL:= 1.0 Beam Stability Factor CF:= 1 Size Factor Cb,:= 1 Flat Use Factor w Ci:= 1 Incising Factor C,:= 1 Repetitive Member Factor Cf'= 1 Form Factor F'b:=-Fb.CD.CM•Ct.CL.CF.Cf'Ci•Cr Cf F'b= 1000-psi Allowable Bending Stress •• .: .•: : :.: •. checking:= if(fbj 5 F b,"ok","no good") checking="ok" • • • • ••• • • Goo 0 ••• • • • ••• • • _ w r 1V G2 Consulting Group, Inc. Job:TURK ` ROBERT T.GARCIA,P.E Sheet No: of 9725 S.W.4 th TERR. Calc.by:JM Date:3/30/16 Miami,FL 33174 Check by:JM Date:3/30/16 LIC#51370,CA 25882 F',:= F- CD.CM.Ct.Ci F'r,= 175-psi Allowable Shear Stress - A2�WW.= if(f�j 5 F',,"ok","no good 1 checking="ok" -Max deflection : 5 (wdI+wll)0 - Max Deflection Oma"• 384 F.�„ood•Ij Amax=0.066•in L Allowable Deflection mallow 240 Hallow=0.25•in control:= if(An=:5 Dallow,"ok","not good") control= "ok" Use-: 2-2x6 WD BM SP No 2 PT i •• ••• • • • • • •• • •• • • • • ••• 000 • •• • • • • • • • • • • 00 900 0 • •• •• • • • •• •• .� J02 Consulting Group Inc. J TURK Joaquin Montesino.P.E. Sheet No. of 9725 SW 4 th TERR. Calcul by.jm Date:3/30/16 Miami,FL 33174 Checked by:jm Date:3/30/16 LIC#69969,CA 25882 DE51GN WD I EDGER De5ign wood ledger L:= 5ft Tributary Span A gravity : G&R:= 110psf w := L x G w 275 x lbf d:= 7.25in g 2 dLll = ft Uplft : _UP 1:= lopsf Zone I L x UPzonel wnpnft:= 2 w,,uft=25 x lbfft _ wmn:= maz(wg,wopaa) INw =275x ft 6m b WD LEDGER Using : - CONC.BM. U5E 5/8" DIAM.BOLT (from ND5 2005 table8.2E) diam 0.75in diameter of bolt5 tm:= 4in Embedment depth in concrete its:=2.5iq 5ide member Size : (2-2xG) _ G :0.55 Bearing capacity of bolts : bolt perp. to grain. Spacing of bolt5 on ledger(max) .. ... .. . . . .. 6701bf ' capes:= cap,=29.236 x in wmn ... . . . . . . ... . . .. . . . . _. Use : spacing:= 16in 5olt5 6115tance • • •• ••• • • USE 2-2xG CONT WD LEDGER SYP#2 PT ... . . . . ... . . . . . . . . . . . .. .. . . . .. .. G2 Consulting Group Inc. Job:TURK -"Jodtiuin Montesino. P.E. Sheet No..!eL of 9725 SW 4 th TERR. Calcul by.jm Date13/30/16 Miami,FL 33174 Checked by:jm Date:3/30/16 LIC#69969,CA 25882 - Combined Shear&Tension for HILTI _ e,:=3114 Kwik Bolt 3 -- V,:= w,,,x spacing 5/8110 x T' Hilti Kwik Bolt 3 FROM hilts Catalog noa Ma:= Ve x e, Ma=0.1 x kip x ft Alowable shear&tension in Concrete ----- - ----------.---------- Tension on anchor: _ VS:= 4.88Kio TS:= 2.87KIp, ^T:= Ma T=0.303 x Kip C2� T,,:= T Tim=0.303 x Kip Va =0.075 IF<1 OK Otherm5e rew5e Spacing or anchor Size VS Tu =0.106 EF<1 OK! Otherwise rew5e 5pacing or anchor Size TS Steel Stress:= Va + T� — VSx0.7 TSx0.7 Steel Stress=0.258 .- Combined Check: if(Steel_Stress S 1,"OK" ,"NOT GOOD.REVISE ANCHORS") of fee a 0 Combined Cheek="OK" • . . . . . . . - •• ••• •• • • • of ••• • • • • •• • • • • • • ••• • • • • ••• • • • • 0 • • • • • • • MIAMI-RADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 248 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Mlami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.govieconomy Nu-Vue Industries,Inc. 1055 E.29 Street Hialeah,Florida 33013 SCOPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:Series NVJH,NVTPa NVSO and NVHC Steel Wood Connectors APPROVAL DOCUMENT:Drawing No.NU-3,titled"NVJH Joist Supports,NVTP&NVTPH Plate Anchors,NVSO 236 Joist Hanger,NVHC 43&NVHC 43/2 Hurricane Clip",sheets 1 through 3 of 3,dated 04/15/2015,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.TolA 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:None LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state, model/series,and following statement: "Miami-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.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT:The NOA number preceded by the words Miami-Dade County,Florida,and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then. it shall be done in its entirety. •• 000 • • • • • •• INSPECTION:A copy of this entire NOA shall be provided to the user by the rbdgZcV*r Dr Its: distributors and shall be available for inspection at the job site at the reque•S�•t of the JkAdi);Gmial!. This NOA renews NOA#12-0130.34 and consists of this page 1 and evidence pages t-16X13:2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M Utrera,P.$.•: 0:0 :• 0.0 •• :•: : :• •• :JU 1iol;W07.02 t I • tou •• • Expiration Date:July S'0,2020 • Approval Date:July 30,2015 ••• • • • . •.• • . -Pagel • • • • • • • • • • Soo 0 0:0 Nu-Vue Industries.Ine• NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Drawing No.NU 3,titled"NVJH Joist Supports,NVTP&NVTPH Plate Anchors, NVSO 236 Joist Hanger,NVHC 43&NVHC 43/2 Hurricane Clip",sheets 1 through 3 of 3,dated 04/15/2015,prepared by Nu-Vue Industries,Inc.,signed and sealed by Vipin N.Tolat,P.E. B. TESTS "Submitted under NOA#03-0730.03"- Test reports on wood connectors per ASTM D1761 by Product Testing,Inc.,signed and sealed by C.R.Caudel,P.E. Report No. Wood Connector Direction Date 1. PT#03-4303 NVTP4 Upward 04/21/03 2. PT#03-4343 NVTP4H Upward 05/05/03 3. PT#03-4344 NVTP4 Upward 05/01/03 4. PT#03-4345 NVTP4H Upward. 05/02/03 5. PT#03-4349 NVSO236 Up&Down 05/19/03 6. PT#03-4357 NVSO236 Up&Down 05/20/03 7. PT#03-4358 NVJH24 Up&Down 05/30/03 8. PT#03-4385 NVJH26 Up&Down 05/30/03 9. PT#03-4386 NVSO236 Up&Down 05/13/03 10. PT#03-4387 NVJH28 Up&Down 05/30/03 C. CALCULATIONS "Submitted under NOA #OSi051&01" 1. Report of Design Capacities,dated 07/13/2005,sheets I through 5 of 5,prepared, signed and sealed by Vipin N.Tolat,P.E. "Submitted under NOA#03-0730.03" 2.- Report of Design Capacities,dated 07/22/2003,sheets 1 through 13 of 13,prepared, signed and sealed by Vipin N.Tolat,P.E. _ ... .Carlos K Utresa,P.E. • o : : Pradxcl�Cont�oi I�a$�tner •: :• ' •• :N'bA,No.:1e&1o7.o2 Expiration Date:Jutly 31b,2020 Approval Date:July 30,2015 B-1 0:0 . . . . ... . •00 • . .. .. . 0 .. .. Nu-Vue Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENT - 1. Statement letter of code conformance to 2010 and 5"(2014)edition of the FBC, issued by Vipin N.Tolat,P.E.,dated 04/2912015,signed and sealed by Vipin N.Tolat, P.E. "Submitted under NOA#08-0828.02" 2. Statement letter of code conformance,no financial interest and no change of product, dated 08/21/2008,issued,signed and sealed by Vipin N.Tolat,-P.E. - ro if 0 Carlos M,,Utrerlt,P.E. PrgdqfttVontjQV;aipiner " :• ' •' :4C)A'N1b.25VV7.02 '• ' )Jxptffl1odDate:July 30,2020 y� Approval Date:July 30,2015 E-2 ••• • • •, • ••• • • a Ae- TABLE 1 General Notes:_ JOIST SUPPORTS 1. Steel shall conform to ASTM A653, SS grade 33, min. yield 33 ksi, 18 G NVM JOIST SUPPORTS p0wabie Loads min. tensile strength 45 ksi and min. galvanized coating of G 60 per product .%let DaWe Single Fosteoere Daft+.Does war I+road tees an ASTM A653. owme am �B w H es size H� �e H 7_H 'eta wo `er ' `'°""Qoe ° 2. Allowable loads and fasteners are based on NDS 2005/2012. NVJH24 1 3�§ 3 2W 2-� 2" 8-10d 4-m a W 744 744 - 3. Design loads are for S. Pine, specific gravity 0.55. Design loads NVJH2O 1311 s 3 W2X8 2-24 ,0-104e-toe•up 1240 1240 e21 for other species shall be adjusted per NDS 2005/2012. M 2-208 24 4. Allowable uplift loads have been adjusted for food duration factor KVV28 1 3 2:10 2-2nD 2100 14-10d 14-toe. s-toa.W 17M 17100 IO'M CD of 1.6. Allowable gravity loads have been adjusted for CD values 21012 2-202 2102 of 1:0, per table 2.3.2 of NDS 2005/2012. Design loads do not include 33% increase for steel and concrete. 5. Concrete in Tie beams shall be min. of 2500 psi. Concrete Masonry, Grout end mortar in concrete masonry shall be min. of 1500 psi. Concrete masonry shall comply with ASTM C90. 3" CkmW Header 2Hz�r 1 p�• "''� 2-2X 6. Combined load of Uplift, Ll and L2 shall satisfy the following ---� ` --"� equation. Actualt! to ift F owtual 1-1- + owa,i LZ a <=1.0 t • Allowable Uplift e a• 7. Allowable foods ore based on 1Y2° thick wood members unless • otherwise noted. 0 Jorat 8. All designs Conform to FBC 2010 and 2014. I) 11Mp116K t1MA3wt1D • •• raeottttNmtslNdladea •• •i • `•` i t x• VIM X TOLAT,PH(frau 000009 t • FL.91111.912847 ••• •• • • • • 18128 LANIffit CRUX LANE `• • i•i••i , a HD�LTX 001** • ••• •••••• o • 1088-10MBeat0avet • •• •• *00* •••• ° 1 ' IMM 28 an tdtaam IBainit,INIM s M018 • • • • WM 24 211 • • 0000 0000 • drn1a buts w� AM(M�OM •• ••. Bg different Iwiea. ✓J • • • •••••• NVJH JOIST SWPOMM • ••• •• 0000 0000•• w MG it 1� • • • 0000 • •• • • • • ••• •• •••• • • NU-3 !018 00110 it>atoaa 0000