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DGT-09-78Permit Number: DGT- 1 -09 -78 J Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP - 104352 Inspection Date: September 10, 2009 Inspector: Bruhn, Norman Owner: QUINTON, ALBERT Job Address: 457 NE 95 Street Miami Shores, FL 33138- Project: <NONE> Contractor: SOUTHERN ENGINEERING CONSTRUCTION LLC Permit Type: Decks/Gazebos/Trellises Inspection Type: Final Work Classification: Trellise Phone Number Parcel Number 1132060140630 Phone: (305)251 -3000 Building Department Comments TRELLIS DETACHED Passed �y,Q9� Lam`// 7 Inspector Comments Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled re- inspection fee is paid. until September 10, 2009 For Inspections please call: (305)762 -4949 Page 1 of 1 This Instrument Prepared By: Name Address Permit No.—"Tic STATE OF COUNTY OF NOTICE OF COMMENCEMENT Tax Folio NoJM10014.000 THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) .-5j -7 i,�. S �`-C- ■ .i -.1e,1-?-%S 2. General description of improvement:•-- 1 �1U✓� 3. Owner information a. Name and address: b. Interest in property: c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: a. Name and address: b. Phone number: 5. Surety a. Name and address: b. Amount of bond $ c. Phone number: 6. Lender a. Name and address: b. Phone number: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number: 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided In Section 7.13.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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. The f r got Q{� t lent was acknowledged before me thls �Vr V (name of person) as authority, ...e.g. officer, trustee, attorney in fact) for behalf of whom Instrument was executed). NOTAQ° rtTRIIC -STATE OF FLORIDA /•v, , ?Pt t,, . 23 7, 2011 Signs ur Partner / anager Signato /fr's Tit! wner or Owner's Authorized Officer /Director /Office (year) b (type of (name of party on . L, /4I/f Sign :' ure of Notary Public — State of Florida Print, Type, or Stamp Commissioned Name of Notary Commission Number Personally Known — or Produced Identification] Verification Pursuant to Section 92.525, Plorida Statutes Puu blliic Under penalties of perjury, I declare that I have read the foregoing and t' t the f cts stated In It are true to the best of my knowledge and belief. Signature of a Person Signing Above Naelo--1 08}, sir (St "mci oda,)is . 0604 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 a ICS+ e" "1"'d I 9 Y: _! __..�__J Permit No. 'ti Master Permit No. Permit Type (cir Buildin Roofing Owner's Name (Fee Simple Titleholder) Phone # Owner's Address .4 a5-1 "N City N.1% State Zip Tenant/Lessee Name Phone # Job Address (where the work is being done) 45'7 City Miami Shores Village FOLIO / PARCEL # County Miami -Dade Zip 2? Is Building Historically Designated YES NO Contractor's Company Name i 3. Phone # ' �-� •��� Contractor's Address o City `— State � — Zip �a Zi °7 l ''3 Qualifier Name «��+�`�^i0 , �� Lq Phone # 4 ° 2-$ b ' `� ®e:)� State Certificate or Registration No c� 4 c,"5-1 Certificate of Competency No Architect/Engineer's Name (if applicable) Phone # Value of Work For this Permit $ ®* Type of Work: ❑Addition Describe Work: DAlteration =tom Square / Linear Footage Of Work: ❑New ❑ Repair/Replace ❑ Demolition 9 * * * ** x **:* ** * * * * * * *�x�x:x�:*** **** *** * * *** Fees *:x�:a:�x�x:xn� *�:: **** *4,x * *** * * * *** *:x****�x�:*** **** I JAN 1 6 !Q� op Submittal PAL $� • Permit Fee $ CCF $ 1,500 CO /CC Notary $ Training/Education Fee $ 5t Technology Fee $ Scanning $ I E. 00 Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ 6 ÷ /P®d CO = 120 Co Total Fee Now Due $ • " • See Reverse side -+ 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 ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 Owner or Agent oing instrument was ackn, wled ed ore me this 1(0 b 2, by At RI, The for day o who is personally nown to me or who has produced is ate._ 221it identification and who did take an oath. rn- NOTARY,.' UBLIC: W4 � tiSign: <wl. cp /3,o' . rl. co Print: �����,� Sey S0r- �� , k.....+ k. d: .+ kek.Aa, k+ k.+ k....8 :ek+k..ak..**&,k***4 fv,4* k****+k�k k�k�k�k�k k�k�k�k,k�kk�k�k,k�k�kpkak k****�kdade�#:k, **, 4 4 /692,1 I I 0 74 7 774 4 2114/61 S'l ^e-4 l'c' Plans Examiner My Commission Expires: tractor /CO going .. f was ackno • ledged ��jje,_ fore me is , 20 (1 by _AA • Ili Ar, ow to me or who has produced alio_ (iilentification and who did take an oath. OTARY PUBLIC: Sign: Print: My Commission Expires: A.A.4,41 Ala '; ti 7cyt) l APPLICATION APPROVED BY: (Revised 07/10/07) Engineer Zoning Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. DGT- 1 -09 -78 Issue Date: Not Issued Expires:Not issued Folio Number:1132060140630 Owner's Name: ALBERT QUINTON Owner's Phone: Job Address: 457 95 Street Total Square Feet: 0 Miami Shores, FL 33138- Total Job Valuation: $ 25,000.00 Contractor(s) Phone Primary Contractor SOUTHERN ENGINEERING CONSTRUCTION LL (305)251 -3000 Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 2/25 /2009 : Yes Comments: STEEL COLUMS ARE NOT PERMITTED SEE SEC 523.1 (4) (H) OF THE ZONING CODE FOR DETAILS OF REQUIRED ELEMENTS 2/25/09 NEW PLAN OK Miami Shores Village Building Department 10050. NE 2 Ave, Miami Shores, Fl 33138 Tel: (305)795 -2204 - Fax; (305)756 -8972 RECEIPT PERMIT #; ' 7 g DATE: /'Yc 7 %/L ❑ Contractor ❑ Owner ❑ Architect • Picked up 2 sets of plans and (other) G. . Z.4 3.1210 Address: From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: PERMIT CLEARK INITIAL: RESUBMITTED DATE: a .114) L) PERMIT CLEARK INITIAL: Vg ' Permit No: 09 -78 Job Name: January 21, 2009 Miami Shores Village Building Department 10050 N.E. 2' Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) All expired permits for this residence must be renewed. 2) Corrections for structural and zoning must be completed. 3) The foundation plan does not show the width of the foundation at the north and center columns adjacent to house. 4) The column pads must be a minimum of 8" below finish grade. 5) The columns must be of wood per Miami Shores Ordinance. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village " 'SI 10050 N E. 2nd Avenue • I Miami Shores, FL 33138-0000 Phone. (305)795-2204 Fax: (305)756-8972 Pennit NO. DGT-1 -0948 • ••••••••• . .1 Issue Date: Not Issued Expires:Not issued Folio Number:1132060140630 Owners Name: ALBERT QUINTON Job Address: 457 95 Street NE Miami Shores, FL 33138- Owners Phone: Total Square Feet: 0 Total Job Valuation: $ 25,000.00 Contractor(s) Phone Primary Contractor •.: :.• .•.:.•.: SOUTHERN ENGINEERING CONSTRUCTION LL (305)251-3000 Yes ::,• ..: Planning and Zoning Criteria and Comments Approved: No Comments: STEEL COLUMS ARE NOT PERMITTED SEE SEC 523.1 (4) ( REQUIRED ELEMENTS Date Denied: 1/22/2009 ) or THE ZONING CODE FOR DETAILS OF ivii .mi mores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 0 - 7 Job Name a0/64 Toi Date 1/2.0 /0? 1440,,z STRUCTURAL CRITIQUE SHEET Ptio 1. G_zinc1 load al- 01-111-510e Co /s. S. gfr/-aeh a/ fke ch 45 .��� a ca1c$o L. 2"x2" WESTERN RED CEDAR WQOD PURI -INS 66" c/c WITI (2) 10 GAGE x 4" LONG FLA }SAD WOOD SCREWS INTO EACH 3xS JOIST SUPPORT. 3!'xS" JOISTS (WESTERN CEDAR SELECT &TRUCTURAL GRADE) 6i 16" c /c. 1400 "x11/2 " PLATE EASH1rRS • fob Sly L4' y Lo — Vzndt ='c 1i° RC- c' o C$ (4) 5i', THREADED ROD SH0P WELDED TO CAP PLATE. TS 14'x31/2"x51/2" (2) 3 "x10" WOOD 1SEA CEDAR STRUCTURAL WITH $/8 "4' COUNTEi GU 616" cfc . CAP PLATE 8/8 "x1 "xS' SHOP WELDED TO COLUMN. 1' 2 1/2' 2 "x2" WESTERN RED CEDAR WDOD P R_LINS 66" c/c WITH (2)10CsACcEx�4"�L� INTO T HEAD WOOD EACH 3 JOIST SUPPORT. 3 "xS" J ISIS (WESTERN CEDAR SELECT STRUC RAL GRADE) 6 16" c /- SECTION -A GOOD ii ii 11 11 g r 771 6 TRELLIS ADDITION Q UINTON RESIDENCE -457 N.E. 95th STREET, MIAMI SHORES, FLORIDA, 33138- STRUCTURAL CALCULATIONS Francisco Cuello, P.E., Inc. Consulting Engineers 147 ALHAMBRA CIRCLE SUITE 220 CORAL GABLES, FL 33134 305.567.0125 • .• • • • • • • 4 • FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer M4i4.1 u/,Np - X16- sa5r/06 4, pazr� • qtr. , • t. NO -1 x4,30 r / f ;.0 /;c?l) ev '1,38. n6$. (AO -4,1) ( ?, ozpsi" 4f9f. 53o ?esi JOB 70b�4Gl.Bi, QI+VIA rem) SHEET NO. , OF lb CALCULATED BY DATE SCALE A$eU •9-oz •• .... . • • •• • . • • • • • • • ••••• • • • • • ••• • • • • • •• • • • • • • • • • • • • •.•. • • • • •••• • • • • • •• • • •• • • • • • FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer JOB j a6GG /S , Q V/ Al%7V) '7 e5s / wwce SHEET NO. " OF CALCULATED BY DATE SCALE - 3, g, /sop 1. ,725-0 MRS 5266. # • 3' — 725o 1,51 _ /2 elz3 # / AMA • T2 V Vic Ito /Ci 17.) b: 0'' 03'/,,x. z" z 7 5 •.•. • • • • • .••• •• • • • • /Z''- 3'.. 0 3/ •T"• 1•97•4 • • • •• • • • • •••• • • • • ••• • • • • • •• •• •• • • • • • • • • • •••• • • • • • • • • •••• . • •• • • •• • • • • • FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer CNEcK FT ' Fool WY r JOB t GG/: Qii /A17 Pe- 51o9./ SHEET NO. OF CALCULATED BY DATE SCALE 0r, s°3 es/ /211e. (io,S' /z) = 5593 it T'W r-r4 rove. 0.6.56- 501 Soft. T�4 /Wr/ to gs2: 222is 45"°c4 /.Dx ¢.54 : '.3,03841 C 4Jefl. Cp /J 017 AS es 5.3/ six 7n y (0;c. x'54 • soft. 52 64 4 ; F--- 4/4 • • • • • •• • • 41 t'/ z }X (0,51X) z -s9 •••• 3'X3' x It no . 0,&3. 3% 3' es-of /p 5'. 3' • • •• •• • .•• • • •••• • • • • • • .•• • • • •• • •• • • • • • • • • • • • • • • • • • • -. • • • •••• • • • • •. • • •• 1so % •••• /3 5o // o # Ai- 6 fiery fry 3>6' X 3,s'. /r /MSS SST) 1/06 '303-# > r 6 r i I ' • 3 , 5' . 34' / 8 3g Z 6,/ 1 Dto ae....m. G.„.. NFRS TI IttSaCY.vinri... cm" 4.44a 4 0r4t Qnasom. aiU rcancc ....,., .w � • • FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer e-c et /7A P rans. 5 psi a�: / g e/ GoµPS • pc. = /0 ./ 1/33' /3 0/, JOB 7-2LE14 /s f 001 ,✓TO I liCs/.)e,Lie ;r SHEET NO. OF CALCULATED BY DATE SCALE z 433 z9% 5 oiJ7 —o cd �- UPZitrT UdhaJ €Jrre4 -r . 57 .0 a Parte x /, 3 3 #4 . 4-- aiee GaM04.1T fi 7. our UPTIPT ' /1�. =te-r ions ofr D/ T -O a -all% 6,5014 Pup 491 cfproD J .C.h. c fl4-NTY A'4, (ACS /63 1. • • • • • •• • • •S.. • •••• • • • irdIrA •' • : •••• • •••• •••• • • • • /V7 /A4. peveT/7-5T 14-7st),4-4 r 49/12 '2,2;1 tk. wog.. 8 "1`::. • :. 043 • • • •• • • •• • • • • • Quinton Residence Title : Dsgnr: Description : Scope: 5 Job # Date: 9:14AM, 13 JAN 09 Rev: 580006 User: Kw -0606224, Ver 5.8.0 1- Nov -2006 (01983 -2006 ENERCALC Engineering Software Description trellis joists Timber Beam & Joist Page 1 ulnton residence.ecw:calculations Timber Member Information :ode Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Timber Section Beam Width in Beam Depth in Le: Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status 3X8 2.500 7.250 12.00 Western Cedars, Select structural 1,000.0 155.0 1,100.0 1.000 Sawn Repetitive 2 Center Span Data Span ft ,..,,..�., 12.42 Dead Load #/ft Live Load #/ft 75.80 Results Ratio = 0.6722 Mmax @ Center in -k 17.54 @ X = ft 6.21 fb : Actual psi 800.8 Fb : Allowable psi 1,191.4 Sending OK fv : Actual psi 35.2 Fv : Allowable psi 155.0 Shear OK •••• Reactions : • •. • • • • • • • • @ Left End DL Ibs 0.00 LL Ibs 470,72 • • • • •' Max DL +LL @ Right End DL Ibs Ibs 470.72 0.00 • • • • • • • •••• LL Ibs 470.72 •••• Max DL +LL Ibs 470.72 • • • • • • • • ; 4 Title : QUINTON RESIDENCE, TRELLIS Job # Dsgnr: Date: 3:27PM, 8 JAN 09 Description : Scope : Rev: 580006 User: KW -0608224, Ver 5.8.0 1- Dec -2003 (01983 -2003 ENERCALC Engineering Software Description RAFTERS - 4.44se/ ty Timber Beam & Joist Page 1 quinton treliis.ecw :calculadons Timber Member Information erode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Timber Section 3x8 Beam Width in 2.500 Beam Depth in 7.250 Le: Unbraced Length ft 12.42 Timber Grade Western Cedars, Select structural Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status psi 1,000.0 psi 155.0 ksi 1,100.0 1.000 Manuf/Pine Repetitive Center Span Data Span ft 12.42 Dead Load #/ft 13.00 Live Load #/ft 27.00 Results Ratio = 0.3872 Mmax @ Center in -k 9.26 @ X = ft 6.21 fb : Actual psi 422.6 Fb : Allowable psi 1,091.3 Bending OK fv : Actual psi 18.6 Fv : Allowable psi 155.0 Shear OK Reactions • ••• @ Left End DL Ibs 80.73 , LL Ibs 167.67 Max. DL +LL lbs 248.40 @ Right End DL lbs 80.73 LL lbs 167.67 Max. DL +LL lbs 248.40 Deflections Ratio OK • 000000 •.•. • • •.•• • • • • • • • ••• ••• • • • • • • • • Center DL Defl In -0.080 L/Defl Ratio 1,870.1 Center LL Defl In -0.166 L/Defl Ratio 900.4 Center Total Defl in -0.245 Location ft 6.210 L/Defl Ratio 607.8 • • • • • •• • •••• • • ••.• • • •. • • • •••• • • • • AgaisTr.W.- 54, Calculations are designed to 2001 NDS, 2003 IBC and 2003 NFPA 5000 Guidelines Section databases have been updated as of 1- Dec -2003 Allowable stress databases have been updated to 2001 NDS values on 1 -Dec -2003 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", °No.1 ", °Standard" and similar typical words are used to determine Cf category " Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7", Le = 2.06 * Lu When 7" < beam depth < =14.3" , Le =1.62 " Lu + 3d When beam depth >14.3 °, Le= 1.84 *Lu • FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer JOB JOB 771[.(-1-®.S / cQU® Ic. es7De'J�ei SHEET NO. OF CALCULATED BY DATE SCALE 6u0® tf367'i -g 791 1,44.s 5e/9-AJ = /0) 5 0 2 (a at /0) tvA © S P4 /Z,..Iz)s /j,/ / 55'x_3. ec ZO Ceres,' ra jr. X17: • O.002(b x o. ecw o. $r x /e6 2 • 34- `. 2 P 39•Y25oTh( a.8- ) _ .S .14._ 'Jr Ne7- P2„ : "4G: Ste; .. Par- q-rk SP.004 G PM (t) 3x /O A-cA"y • Slit/Cot 31-6554, cor'c • • • • • • .... • • • • • • • • • •••• • . . • • // • • ••, •• •• •• • ciloc.dtpr, l4 =. 2% ►. 5 % . l>✓ 3/4?› z:r4 (1 -"ef 46(3.0Git7 J TgO 3o+/ /. • . . . • • •••• • • ,�;i� �••4 / q' /• df. • ... 4-- / -fz .&— cis L e — 2 . Title: QUINTON RESIDENCE, TRELLIS Job # Dsgnr: Date: 3:27PM, 8 JAN 09 Description: Scope : Rev: 580006 User: KW-0606224, ver 5.8.0, 1-Dec-2003 01983-2003 ENERCALC Engineering software 0.777070." 407FX,M7MW,71.77,1",, ■'• Oak °Jr's' Timber Beam & Joist. Description WOOD BEAMS - Page 1 Quinton treffis ecw.CaiculatIons WWWWWWWWWWWWWWWWWWW " Timber Member Information ::ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowables are user defined .:4.7.001,074000 ' Timber Section Beam Width in Beam Depth in Le: Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status 2)3X10 5.000 9.250 10.50 Western Cedars, Select structural 1,000.0 155.0 1,100.0 1.000 Sawn No 7‘710., 7 01.0001, WAXMAW Center Span Data Span ft Dead Load #/ft Uve Load #/ft 10.50 124.00 248.00 Results Ratio = 0.8720 SAMAWMAM0 Mmax @ Center in-k @ X = ft fb : Actual psi Fb : Allowable psi fv : Actual psi Fv : Allowable psi MILAW WAWA" 61.52 5.25 862.8 989.4 Bending OK 54.2 155.0 Shear OK • • • • Reactions • • • , •, • • • • • , @ Left End DL Ibs LL Ibs Max. DL+LL Ibs @ Right End DL Ibs LL Ibs Max. DL+LL Ibs 651.00 • 1,302.00 • • • • I 1,953.00 • • • II ::: • • 651.00 • • • • :• 1,302.00 • • • • a 1,953.00 • • • • • • • • , • • • • Deflections • • • • Ratio OK • • • • • • ,,,; 07,.W.,' ,....17,,,WAMONTAMS .0" , MOW.' 0 '.., ..":61,80x1MPANWMANVF.00,4).00...,,.43MINPORNIWrr. -0.093 •••• • • •• 1,347.8 • • • • • • • • • -0.187 • • • • • • • • • • • • • • 673.9 • • • -0.280 • • • • 5.250 449.3 '312WARRAI/MW .T., 9,15rOWPA. A 77......*MOMMOVAMWrenr.Wr Center DL Defl In L/Defl Ratio Center LL Defl in UDefi Ratio Center Total Defl in Location ft UDefl Ratio Notes Calculations are designed to 2001 NDS, 2003 IBC and 2003 NFPA 5000 Guidelines Section databases have been updated as of 1-Dec-2003 Allowable stress databases have been updated to 2001 NDS values on 1-Dec-2003 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1", "Standard" and similar typical words are used to determine Cf category "Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7", Le = 2.06 * Lu VVhen r < beam depth <= 14.3" , Le = 1.62 * Lu + 3d When beam depth > 14.3" , Le = 1.84* Lu • • • • • • • • • • • • • 1 • • • • • • • • Quinton Residence a Y:.k�: -ap s:,�'3z• ..s it3 ,'�.sxca�a- , ;t:Nx .t:,• R § :i s^..k 44w.1..4 ta...•,.'� Description Mid Beam General Information Section Name Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity Title : Dsgnr: Description : Scope : Job ft Date: 10:56PM, 12 JAN 09 Code Ref: 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowabies are user defined 2-3x10 Center Span 10.25 ft 5.000 in Left Cantilever 0.50ft 9.250 in Right Cantilever 1.00ft Sawn Westem Cedars, Select structural Fb Base Allow 1,000.0 psi 1.330 Fv Allow 155.0 psi Pin -Pin Fc Allow 425.0 psi E 1,100.0 ksi Lu Lu Lu 10.25 ft 0.50 ft 1.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL #Ht #/ft #/ft LL LL LL 583.00 #/ft 583.00 #/ft 583.00 #/ft Beam Design OK Span= 10.25ft, Left Cant= 0.50ft, Right Cant= 1.00ft, Beam Width = 5.000in x Depth = 9.25in, Ends are Pin -Pin 0.983 : 1 7.7 k -ft 7.8 k -ft at 5.125 ft at 0.000 ft Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb Fb 1,288.56 psi 1,310.59 psi 7.66 k -ft 0.00 k -ft -0.07 kit -0.29 kit 7.79 fv 83.60 psi Fv 206.15 psi Maximum Shear • 1.5 Allowable Shear. @ Left @ Right Camber. @ Left @ Center @ Right Reactions... Left DL Right DL 0.00 k 0.00 k Max Max Deflections • • • • • Center Span... Deflection ...Location ...Length/Defl Dead Load 0.000 in 10.250 ft 0.0 Camber ( using 1.5 • D.L. Deft) ... @ Center 0.000 in @ Left 0.000 in @Right 0.000 in Stress Calcs Total Load -0.399 in 5.125 ft 308.16 Left Cantilever... Deflection ... Length/Defl Right Cantilever... Deflection ...Length/Defl Dead L8dd' • • OM&1n•• • • . 0/0294111• • • • • • • • • Bending Analysis Ck 23.323 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing r Supports Max Left Reaction Max Right Reaction 18.910 ft 9.165 Max Moment 7.66 k -ft 0.07 k -ft 0.29 k -ft @ Left Support 3.83 k 18.601 in2 206.15 psi 3.29 k 3.60 k 71.302 in3 0.985 Sxx Reo'd 70.10 in3 0.66 in3 2.63 in3 @ Right Support 3.87 k 18.756 in2 206.15 psi Bearing Length Req'd Bearing Length Req'd Area 3.9 k 9.5 k 2.99 k 3.02 k 0.000 in 0.000 in 0.000 in 3.29 k ovate , • Total Load 0.056 in • 2140 • • 5111 in • •••• • • • • • • • • • • 46.250 in2 Allowable fb 1,310.59 psi 1,329.15 psi 1,328.28 psi 1.547 in 1.694 in • • • Quinton Residence Title : Dsgnr. Description : Scope : ro of /© Job # Date: 10:56PM, 12 JAN 09 Rey.. 580001 User. KW- 0806224, Ver 5.8.0, 1-Dec-2003 (c)1983 -2003 ENERCALC Engineering Software Mid Beam General Timber Beam Page 2 n.ecvr.Calculatlons Description M, V, & D @ Specified Locations @ Center Span Location = © Right Cant. Location = © Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -0.07 kit -0.07 k -ft -0.07k-ft Shear Deflection 2.97 k 0.0000 in 2.97 k 0.0000 in 2.97 k 0.0000 in •••• • • • • • • • • •••• •• • • • • • • • • • • • •••• • • • • • • •••• • • ••• • • • • • • • •• •• • •• • • • • • • • • • •••• • • • • • • •••• • • •• • • •• • • • • • •••• -457 N.E. 95th STREET, MIAMI SHORES, FLORIDA, 33138- Francisco Cuello, P.E., Inc. Consulting Engineers 147 ALHAMBRA CIRCLE SUITE 220 CORAL GABLES, FL 33134 305.567.0125 FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer Pf410 W,)P -62 /57706 ;D po2rt, • qtr. I • t• 1y62.I s- 44, 1%3 r 64 —1 4,4, 30. 4,65 - ?, az p D 6" ii) n.,...+... c..... AMOK n.,rx. JOB emAPr A) a2 e5,O Gt° SHEET NO. OF /(j CALCULATED BY DATE SCALE A-See" • 9 °® z .. • • • • • • .... • • • • .. • • • • • • •••• • • • • • •••• • • • • ••• • • • • • •••• •• • • • • .. • • •••• • • • • •••• • • • • •• • • •• • • • • •••• FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer JOB 746(G'5 , QV/t) Ot/9"1GC SHEET NO. OF CALCULATED BY DATE SCALE g_ /sOpc/_ I- 3' 2250 ittrtz 5264. # • 3' - 72.5-0 1* • 45 ► _ /2 gz3 # / TaV rvp -I4' /G .e I?" b= /6,'' 17, rz ar ®O �� /T Qc3q loz z 7 S A44 0,3i 73-- .. • • •••• • • .... • • • .• • • • • .... • . •... • •••• .e7 • ® • • • �• '.p S' •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • •••• FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer CHECK F7-4 COiFPr 1p'1s 5-9/oz: Is/ JOB IneUi.5 QC, iarat) G- je e SHEET NO OF CALCULATED BY DATE SCALE 3p/ /2 '/ NSA) = 55 '93 0 Mei pro 5' Y3'. /' 50,1. T7,6 / wo e : t'• /' = /57) /lope log 4 Z 2226 45-a®el • 40x ¢.54 : 2.o38Pf coajef1 0210m17s .. • . • • •••• •••• • •• • • • • • • • • • • • • • ••• • • •• • • •• • •••• • • • •••• • • • • •• .• • • ?ac Y • •• • • fy-G 3' x 3' x ✓ '•• • o-nt _ -6,6 /�® # sod- nont. 0, &3• 3'• 3' 903 7-7G tS-oRe/. / 3'. 3' _ /3 so ti cis' At /u. 6 . t a t . V )(3 s' . / 1 Ce- /345 g a / Si; 44 ®t� ilore/ 8 • 3,�'. 3�S' v ,o37 G sv ffe /' • 3,5) . 3,s' / g 3g z 8,i 14" ot, 13.1.4.• Fm.n NFRt AKT •M^'...$..K..n ee...4e 4 .o v 000.com Nene •...• D,»..a,.... -..,.w uu m■co ..,.,.. ,,...,e . FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer JOB TSGett/S , 0LPNrod acs clue SHEET NO. OF CALCULATED BY DATE SCALE C$ ecru OAF ,14. _4 /Z, 4z' 3 Y8 Goaas VG- ors/ /133' i3 #4 It= z o S c p? 1 ai17 —® of UPtirT lidlal/ 414414z7 C 57.O4 /'ex 433 /./,.33 < z9 # e.mip rex' z /044) 7. 07-11% UP71t?7 ' ezGj co t ®f MT Zrevi1L o i4 - : ••• Rap = ¢� 1 67r older caP41Tr cr' I.4 1(3 4 ... • • • • • • • • • • • .... • • • • • .... ▪ • • • ..ems•' • caso:t • • • • • ▪ •••• • • • • •..• • • •• ..p • peveTa c T itsw o ,) r 7%l /i . 09 yet /43 ��• •• • • LIVA.. a p H'�n Quinton Residence Title : Dsgnr. Description : Scope: 5 Job # Date: 9:14AM, 13 JAN 09 Rev: 580006 user: KW- 0606224, Ver 5.8.0 1- Nov -2006 (c)1983 -2006 ENERCALC EngineerIn a Software Description trellis joists Timber Beam & Joist Page 1 ulnton residence.ecw:caiculatlons Timber Member Information :ode Ref. 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined ..10,24316AAKei...1,04VMMADERMINOSSOMMEMSREMPEMEffiMAL; 7(6, Joists • Timber Section 3X8 Beam Width in 2.500 Beam Depth in 7.250 Le: Unbraced Length ft 12.00 Timber Grade western Cedars, Select structural psi 1,000.0 psi 155.0 ksl 1,100.0 Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status 1.000 Sawn Repetitive A Center Span Data Span Dead Load Live Load ft #/ft #/ft 12.42 75.80 Results Ratio = 0.6722 Mmax @ Center @X= fb : Actual Fb : Allowable fv : Actual Fv : Allowable in-k ft psi psi psi psi 17.54 6.21 800.8 1,191.4 Bending OK 35.2 155.0 Shear OK • • • • •• • ••• • • • •••• • • • AA •� Reactions • @ Left End DL lbs 0.00 LL lbs 470,72 Max. DL +LL Ibs 470.72 @ Right End DL lbs 0.00 LL Ibs 470.72 Max. DL +LL Ibs 470.72 •••• • • •• • • • • • • • • • • • • • ••• • • • •• • • ••.• • • •. • Deflections Ratio OK • • •••• • • • • ••• Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in 0.000 0.0 In -0.465 320.7 in -0.465 ft 6.210 320.7 • • • • • •• •• • • Title : QUINTON RESIDENCE, TRELLIS Job # Dsgnr: Date: 3:27PM, 8 JAN 09 Description : Scope : Rev: 580006 User: KW-0606224, Ver 5.8.0 1-Dec -2003 (01983 -2003 ENERCALC Engineering Software Description Timber Beam & Joist RAFTERS - !r/DKt Tr Page 1 uinton trellis.ecw:Calcuiations 4 Timber Member Information :ode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base aliowabies are user defined Timber Section Beam Width in Beam Depth in Le: Unbraced Length ft Timber Grade Fb - Basic Allow psi Fv - Basic Allow psi Elastic Modulus ksi Load Duration Factor Member Type Repetitive Status 3x8 2.500 7.250 12.42 Western Cedars, Select structural 1,000.0 155.0 1,100.0 1.000 Manuf/Pine Repetitive Center Span Data Span ft 12.42 Dead Load #/ft 13.00 Live Load #/ft 27.00 Results Ratio = 0.3872 4 Mmax @ Center in -k 9.26 @ X = ft 6.21 fb : Actual psi 422.6 Fb : Allowable psi 1,091.3 Bending OK • • • • fv:Actual psi 18.6 • • ••. �••••• •••• Fv : Allowable psi 155.0 • • • • • • Shear OK Reactions • • ; FRANCISCO CUELLO JR.,P.E.,INC. Consulting Engineer wool) 056-AN &eau-As ) ALs !(%q. JOB e V (�- ►.s QU®'4i QXJJ fl e.S /DeZk SHEET NO. OF CALCULATED BY DATE SCALE <3 x /0) w tats r G.� So /'sue x. I2 -`Fa- 5.-g3. 44- 4,t : zQ P. o,oe.2. J x o. $S A/4'6 e 34, V• 2 Me" Pfki s : 44'3 .. esp. cOefie 6-41-67" spzea..i a p (t) 3 k • Sid C®Le 3 Pfes54, cp 144-M &4W J 49a# 176-4 &RA uoc� f-r /I= 211,5 • f 3 /4* Aniz (1.1 -C .' 560r/ 1 29I.S •... • • • • •••• • • •. • • • • • • • -.••.• • • • • •••• - • • • • •••• • • • .• .• • ••• • • • •• • • . • • ••.• • • • • •- ••••.• - •• • • •• • • • • • •••• .# So ... V .. / - �j —� G LeSe/ Title : QUINTON RESIDENCE, TRELLIS Job # Ds9nr: Date: 3:27PM, 8 JAN 09 Description : Scope : Rev: 580006 User: KW-0606224, ver 5.8.0 1-Dec-2003 (01983 -2003 ENERCALC Engineering Software Description Timber Beam & Joist, WOOD BEAMS - a1 Av/TY. Page 1 ulnton trtrellis.ecw:Calculations Timber Member Information erode Ref: 1997/2001 NDS, 2000/2003 IBC, 2003 NFPA 5000. Base allowabies are user defined Timber Section Beam Width Beam Depth Le: Unbraced Length Timber Grade Fb - Basic Allow Fv - Basic Allow Elastic Modulus Load Duration Factor Member Type Repetitive Status Center Span Data Span Dead Load Live Load Mmax @ Center @X= fb : Actual Fb : Allowable fv : Actual Fv : Allowable Reactions (2)3X10 in 5.000 in 9.250 ft 10.50 Western Cedars, Select structural psi 1,000.0 psi 155.0 ksi 1,100.0 1.000 Sawn No #/ft #/ft Ratio = in -k ft psi psi psi psi 10.50 124.00 248.00 0.8720 @ Left End DL Ibs LL Ibs Max DL +LL Ibs @ Right End DL Ibs LL Ibs Max DL +LL Ibs Deflections Center DL Defl L/Defl Ratio Center LL Defl L/Defl Ratio Center Total Defl Location L/Defl Ratio in in ft 61.52 5.25 862.8 989.4 Bending OK 54.2 155.0 Shear OK 651.00 1,302.00 1,953.00 651.00 1,302.00 1,953.00 -0.093 1,347.8 -0.187 673.9 -0.280 5.250 449.3 • • • • • •• • •••• • • •••• • • memeneissrare .•a • • • •• • • • •••• • • •••• • • •• •• • • • • • • • • • ••• • • • •• • • •••• • • • •••• • • • • • ••••• • • • Notes Calculations are designed to 2001 NDS, 2003 IBC and 2003 NFPA 5000 Guidelines Section databases have been updated as of 1 -Dec -2003 Allowable stress databases have been updated to 2001 NDS values on 1 -Dec -2003 To determine Cf values for sawn sections, the program looks for the identifying words in the "Stress" entry. "Select", "No.1 ", °Standard" and similar typical words are used to determine Cf category " Unbraced length" is multiplied by the following values to calculate "Le" When beam depth <= 7", Le = 2.06 * Lu When 7" < beam depth < =14.3" , Le =1.62 * Lu + 3d When beam depth > 14.3" , Le =1.84 * Lu • • Quinton Residence Title : Dsgnr: Description : Scope : Job # Date: 10:56PM, 12 JAN 09 General Timber Beam Description Mid Beam General Information Code Ref. 2001 NDS, 2003 IBC, 2003 NFPA 5000. Base allowables are user defined Section Name 2-3x10 Beam Width Beam Depth Member Type Load Dur. Factor Beam End Fixity 5.000 in 9.250 in Sawn 1.330 Pin -Pin Center Span Left Cantilever Right Cantilever Western Cedars, Fb Base Allow Fv Allow Fc Allow E 10.25 ft Lu 0.50ft Lu 1.00ft Lu Select structural 1,000.0 psi 155.0 psi 425.0 psi 1,100.0 ksi 10.25 ft 0.50 ft 1.00 ft Full Length Uniform Loads Center Left Cantilever Right Cantilever DL DL DL #/ft Nit #/ft LL LL LL 583.00 #/ft 583.00 #/ft 583.00 #/ft Beam Design OK Span= 10.25ft, Left Cant= 0.50ft, Right Cant= 1.00ft, Beam Width = 5.000in x Depth = 9.25in, Ends are Pin -Pin Max Stress Ratio Maximum Moment Allowable Max Positive Moment Max Negative Moment Max @ Left Support Max @ Right Support Max M allow fb 1,288.56 psi Fb 1,310.59 psi 0.983 : 1 7.7 k -ft 7.8 k -ft at 5.125 ft at 0.000 ft 7.66 k -ft 0.00 k -ft -0.07 k ft -0.29 k-ft 7.79 fv Fv 83.60 psi 206.15 psi Maximum Shear * 1.5 Allowable Shear. Reactions... Left DL Right DL Camber. 0.00 k 0.00 k 3.9 k 9.5 k @ Left 2.99 k @ Right 3.02 k @ Left 0.000 in @ Center 0.000 in @ Right • • •••• Max • • • • • 3.291k Max. : Vag • • • Deflections • ••• Center Span... Deflection ...Location ...Length/Defl Camber ( using 1.5* @ Center @ Left @ Right Dead Load 0.000 in 10.250 ft 0.0 D.L Defl) .. 0.000 in 0.000 in 0.000 in Total Load -0.399 in 5.125 ft 308.16 Left Cantilever... Deflection ...Length/Defl Right Cantilever... Deflection ...Length/Defl Dead Lroa • • 0.000 in • Nr:• •• •• • 0.0 • • • • • • •• • 1'dteltt ad 0.056 in •• 24o •• • 4119 in • •a209.6 • •• • • • • • • • • • • • Stress Calcs •••• Bending Analysis Ck 23.323 Le Cf 1.000 Rb @ Center @ Left Support @ Right Support Shear Analysis Design Shear Area Required Fv: Allowable Bearing @ Supports Max Left Reaction Max Right Reaction 18.910 ft 9.165 Max Moment 7.66 k -ft 0.07 k -ft 0.29 k -ft @ Left Support 3.83 k 18.601 in2 206.15 psi 3.29 k 3.60 k Sxx 71.302 in3 Area CI 0.985 Sxx Read 70.10 in3 0.66 in3 2.63 in3 @ Right Support 3.87 k 18.756 in2 206.15 psi Bearing Length Req'd Bearing Length Req'd 46250 in2 Allowable fb 1,310.59 psi 1,329.15 psi 1,328.28 psi 1.547 in 1.694 in • Quinton Residence Description Mid Beam Title : Dsgnr: Description : Scope : General Timber Beam aa��r .�koz (° at' /o Job 0 Date: 10:56PM, 12 JAN 09 Page 2 quhdon.eoar.Calculattons M, V, & D @ Specified Locations @ Center Span Location = @ Right Cant. Location = @ Left Cant. Location = 0.00 ft 0.00 ft 0.00 ft Moment -0.07 k -ft -0.07 k -ft -0.07 k -ft Shear 2.97 k 2.97 k 2.97 k Deflection 0.0000 In 0.0000 in 0.0000 in ••• • • • • •••• • • • • •• • • • • • • • • • • •••• • • • • • • •••• • • • • ••• • • • • • •• •• •• • • • • • • • • • • •••• • • • • •••• • • • • • •• • • •• • • • • • Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. 04? -- 78 Job Name a U f W ToM Date I/20 lo? STRUCTURAL CRITIQUE SHEET Pro vJd 4,1,/ Lgale,r' ,Al e,t.fin e logo/ orita`'sjc// co /s. See- qH- a.,hed ark ?cb 4� P r-ec�`ci by talcs. 1 � i! Sii76 015 COLA TO r< e5/51- v -?1l( if; 12.6 - G210 2"x2" WESTERN RED CEDAR WOOD PURLINS 66" c/c WITH (2)10 GAGE x 4" LONG FLAT 1-eAp wool, scRELus INTO EACH 3x0 JOIST SUPPORT. 3 "x8" JOISTS (WESTERN CEDAR SELECT STRUCTURAL- GRAPE) X16 "c/c. 1/8"xl1/2 "x1' /z" PLATE EASHERS (4) % "4' THREADED RODS SHOP WELDED 1' t0 CAF' PLATE. 2 1/2' (2) 3 "x10" WOOD 5E4 CEDAR STRUCTURAL 1 WITH % ". COUNTER SO 616" CAP PLATE %°x1 "X5" SHOP WELDED TO COLUMN. TS 14"x31/2 "x31/2" 2"x2" WESTERN RED CEDAR WOOD PURL-INS 66" c/c WITH (2) 10 GAGE x 4" LONG FLAT HEAD WOOD SCREWS INTO EACH US JOIST SUPPORT- 3 "x0," JOISTS mew-ERN CEDAR SELECT STRUCTURAL. GRADE) 6 16" c /c. SECTION ,4 -A Permit No: 09 -78 Job Name: January 21, 2009 Miami Shores Village Building Department 10050 N.E. 2° Avenue Miami Shores, F133138 Tel: 305- 795 -2204 Fax: 305-756-8972 Building Critique Sheet Page 1 of 1 1) All expired permits for this residence must be renewed. 2) Corrections for structural and zoning must be completed. 3) The foundation plan does not show the width of the foundation at the north and center columns adjacent to house. 4) The column pads must be a minimum of 8" below finish grade. 5) The columns must be of wood per Miami Shores Ordinance. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305- 795 -2204 Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit NO. DGT- 1 -09 -78 Gaze ................ Expires :Not issued Issue Date: Not Issued Folio Number:1132060140630 Owner's Name: ALBERT QUINTON Job Address: 457 95 Street NE Miami Shores, FL 33138- Total Job Valuation: Owner's Phone: Total Square Feet: 0 $ 25,000.00 Contractor(s) Phone Primary Contractor SOUTHERN ENGINEERING CONSTRUCTION LL (305)251 -3000 Yes Planning and Zoning Criteria and Comments Approved: No Date Denied: 1/22/2009 Comments: STEEL COLUMS ARE NOT PERMITTED SEE SEC 523.1 (4) (H) OF THE ZONING CODE FOR DETAILS OF REQUIRED ELEMENTS