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DGT-15-897Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-237892 Permit Number: DGT-4-15-897 Scheduled Inspection Date: July 01, 2015 Permit Type: Decks/Gazebos/Trellises Inspector: Rodriguez, Jorge Inspection Type: Final Owner: WEBER, STEVEN & VIRGINIA Job Address: 1214 NE 92 Street Miami Shores, FL 33138 - Project: <NONE> Work Classification: Pergola Phone Number (631)379-8547 Parcel Number 1132050270480 Contractor: THE PATIO DISTRICT Phone: (786)518-2307 Department comments PERGOLA Passed Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. INSPECTOR COMMENTS False Inspector Comments CREATED AS REINSPECTION FOR INSP-232667. Finish floor around columns June 30, 2015 For Inspections please call: (305)762-4949 Page 24 of 40 'FiORtAp' Project Address Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Parcel Number Applicant 1214 NE 92 Street 1132050270480 STEVEN & VIRGINIA WEBER Miami Shores, FL 33138- Block: Lot: owner mrormaaon Address Phone Cell STEVEN & VIRGINIA WEBER 1214 NE 92 Street (631)379-8547 MIAMI SHORES FL 33138-2937 1214 NE 92 Street MIAMI SHORES FL 33138-2937 Contractor(s) Phone Cell Phone THE PATIO DISTRICT (786)518-2307 In Review Approved:: In Review Denied: Const: Pergolas ification: Residential ning: 1_ Fees Due Amount CCF $7.20 DBPR Fee $2,55 DCA Fee $2.55 Education Surcharge $2.40 Permit Fee $170.00 Plan Review Fee (Engineer) $80.00 Plan Review Fee (Engineer) $80.00 Plan Review Fee (Engineer) $40.00 Plan Review Fee (Engineer) $40.00 Scanning Fee $9.00 Technology Fee $9.60 Total: $443.30 Additional Info: PERGOLA Scanning: 1 Valuation: $ 11,400.00 Total Sq Feet: 380 Pay Date Pay Type Amt Paid Amt Due Invoice # DGT-4-15-55221 06/15/2015 Check #: 5539 $ 393.30 $ 50.00 04/16/2015 Check #: 5327 $ 50.00 $ 0.00 Available Insuections: Inspection Type: Slab Final Framing Footing Review Structural Review Structural Review Structural Review Planning Review Planning Review Planning Review Building Review Building Review Building 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 thg work stated. June 15, 2015 Authorized Signature: Owner Building Department Copy une BUILDING PERMIT APPLICATION Miami Shores Village cFIR71 Building Department 7APRL 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FB�C201C� Master Permit No pc-- (. — 8:A Sub Permit No 4 BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 12 14 r4 C- qZ, Vo 51'ek -o - City Miami Shores County Miami Dade Zip: 331-34 Folio/Parcel#: -62 4-0-400 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Title 7 Address: 121 Ale IZ 6+ LJ City: LJ State:.._Ar9r'.�l® Tenant/Lessee Name: Phone#: Email: 1.t✓/t3 ��-tio QfsTl L ®!✓1 CONTRACTOR: Company Name: 771c--- O1.S1A-4 c r 'c 66-'s ts'2262k Phone#: Address: 3�@� f Ape City: State: Ywi� Zip: 13 / - Qualifier Name: 14-13 Phone#: V6-- S"7�'Z State Certification or Registration #: _ s - L"Iv Certificate of Competency #: Is -1262` e' DESIGNER: Architect/Engineer: o J State: V7 Zip: 3-319-7, r Footage of Work: �� ® 30 Type of Work: M Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: fnen 6P rP10 z6+ X /�-) Specify color of color thru tile:, Submittal Fee $ CZ Permit Fee $ f �d • CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ 'evised02/24/2014) DBPR $ Notary $, Double Fee $ Bond $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address Zip 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 low 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. ` Ll:�� Signature Signature OWNER or AGENT CONTRACTOR The fo[qgoing instrument was acknowledged before me this The foregoing instrument was cknowledged before me this day of ` 20 I� by °'� day of 20 by onally kno n to ` who is who i rsrsona ly kno to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC, NOTARY PUBLIC - Sig Sign: P nt "�& o P t: :s AN L. ROLDAN RAY COMMISSION * EE212097 Seal: MY COMMISSION fR EE212997 Seal: EXPIRES July 01, 2016 "''EXPIRES July 01, 2016 (40Y) 398 0153 FlorideNota 8mvkm.�rn (409) 398.0153 FloridaN SarYko.oant 44—Tit13 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) W-. STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 SANCHEZ, MARIA THE PATIO DISTRICT 1238 JASMINE CIRCLE WESTON FL 33326 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.miyfloddalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! (850) 487-1395 4 STATE OF FLORIUA DEPARTMENT OF BUSINESS AND Q'v PROFESSIi LacalBusiness Tax Receipt M1amr-Dade Courvtq, State Oi FlOrida" Tfp81S NOTAWILL—DO'RgTPAY V QU800®9NAMBfLOP:ATION p6CmpT NC.. PAT(ODISTRICTTORE NEINBUSINESS ;NwzsAV4 7463294 - RAL FL 33122 EXPIRES SEPTEMBER 30.2615 OVVAm SEC. TWE OP SYSEYESB LUXAPAVERS LLCPAYMENT RHCEMED Ct0 MARIA E SANCHEZ MGR 188 GENERAL BUILDING BY TAX COLLECTOR CONTRACTOR --4500 031/02016 WWWS) 8 CGC1622828 022416403813 Thb loml ETa BwatptmhmoHmo0a9otm�dWelmdBmlmssTv.�eBmdptbwta Qmme, pendt oia aeN6mEm of ErotpWe{e 9mR m Eo 6mloen. Eotaer mw mmpiT wi0 aey �ammeml - - aror�wmo�l'apoltl�►bwamdiegoUmmewAfebepplgN.Ew- TheEBEPINO.stimomtha�apleptlma0 roblaeEtelea-AQemi-_Dedecoftswsa m ToFamre LNmemr>m,YL$ 04-14-'15 12;39 FROM -The Patio District 3054775130 T-149 P0001/0001 F-358 ® CERTIFICATE OF LIABILITY INSURANCE °" 0411°°"'""' 04/14/iS THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGH'I'tr UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING WSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER. AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the polfey(fes) must be endorsed- H SUBROGATION IS WAIVED, subject to the terms and conditions of The poW, Ceftin policies may require an endorsement. A Statement On this certificate (1099 not confer rights to the cartlfieate holder M lieu of such endolsement(s). PRODUCER AINUDC Hemisphere Insurance Group P E (305) 501-2801 Nn (305) 553-0010 6Mnn hemispherefnagrp®aol.com 11401 SW 40 St Ste 340 F Miami, FL 33155 INSURER ($) APPOR13ING COVERAGE moo MtUReR A r UNITED SPECIALTY INS COMP Phons (305) 501-2801 Fax (305) 553.9010 INSURED WSURMBI FWCJUA INSURER C: LUXAPAVERS LLC ORA THE PATIO DISTRICT INSURER D : 3305 NW 79 AVE INSu R E: MIAMI, FL 33122 (786) 200-5923 INSURER F 6 COVFRAUFN CFRTIFICATE NIlMMEN! KEVICIYIY numam; THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED ED ABOVE FOR THS POLICY PERIOD INDICATED. NOTW ITI-ISTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDIT►ONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTSRR TYPE OF INSURANCE AD UB POLICY NU POLiGV AINUDC Lums A 69NERAL LMRILITY R COMMERCIAL GENERAL WalLnY ❑❑ ❑ CLAIMS -MADE © OCCUR ❑ GEWLAGGREGATE LIMITAPPLIE$KA ?RQ. [:]LOC ❑ POLICY C] JFcT DCG00029-00 07/15/2014 07/15/201 B EACH OCC RRENCE S 1.000,000.00 p A O R J'IM S 100.000.00 MED EXP (Any one poraon $ 5,000.00 PERSONAL A ADV INJURY $ 1,000,000.00 GENERALAISGRFGATE S 2,000000.OD PRoDuM-COMPtoPAGG S 2,000,000.00 $ AUTOM081W LIAWLITY ❑ AANYAUTO ❑ AUTOS OWNED ❑ SCHE ULED ❑ HIRED AUTOS ❑ AqN�8 NED C slNiiLt l Wflr . SODILY INJURY (Per per6on) $ BODILYINJURV(Perneatdem S P AMAGE S ❑ UMBRELLA LIAR ❑OCCUR ❑ EX0M LUIS ❑ CLAIMS -MADE ° EACH OCCURRENCE $ AGGREGATE S ❑ DED ❑ -NTION S B WORKER$COMPUMMON AND EMpPLLRO(YIHIS WIBIUTY Y r N RfE)MCUTWE70765934 �FFit:ERRIMEM8ER Ect D "calory in NH) ❑ Hyp dnerrihe under DESr'R!R1SON VFr OPERATIONS Wow NIA 06/14PZ014 06/14/2018 ® WO$YAT> - O EL EACH ACCIDENT S 100.000.00 EL OISE.ASE - EA EMPLOYE S 100.000.00 EI.. 0186ASE - POLICY LIMIT $ 500:000.00 QEBCRIPTION OF OPERATION9I LOCATIONS I VEHICLES (ANeoh ACORD 191, Additional Remarke Schedule, if mora epace Is raquW61 CGC1522626 NKK I INUA 1 C KULNtK CANGEL.LATWAI MIAMI SHORES VILLAGE BUILDING DEPARTMENT IN50 NORTHEAST 2nd AVENUE MIAMI SHORES, FLORIDA 33138 ACORD 25 (2010105) QF SHOULD ANY OF THIS ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTNORI7ED REPRE.iENTATiVE ?. - 01988-20'10 ACORD CORPORATION. All rights reserved. r�; The ACORD name and logo are registered marks of ACORD Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: D 6 T is - 81) -3, Structural Critique Sheet Page 1 of 1 STOPPED REVIEW 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. Mehdi Asraf 4 COVER SHEET Structural Calculations for Wood Trellis 19.9 Project: Steven Weber 1214 NE 92 ST Miami Shores FL 33138 Victor Ceron, PE Civil PE# 63023 8883 Fontainebleau Blvd #105 .. ... . . . . . . . . ......... . •. .. • . . .... .... ......• .. . • . • • • .... . •• . • 000 • . • • • • • • • • • • • • •• •• • • • •• •• Miami, FL 33172 Tel: 786-282-5292 vl� Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, Fl 33172 DESIGN WIND LOADING FOR SYSTEM ASCE 7-10 ( 30.8.1 ) Z=14ft 14.5ft ch=13ft V=175•mph Exposure Category = "C" Kzt = 1.0 1&:= 0.85 Kz = 0.85 = 0.00256 • Kz• Kzt • Kd •V2 qz = 56.57•psf �:= 0.85 CN := 1.2 P":= gz•G'CN PdesignWp 0•6Pdesign PdesignWp = 34.62•psf LOAD ANALYSIS Pdesign = 57.7-psf ASD Factor. 0.6 DL := 10psf LL := Opsf C1 := DL + LL C2:= DL + Pdesignwp C3:= DL + 0.75-Pdasignwp + 0.75LL C4:= D.60L.+ Pdesigmwp. . .. . 00so* . . •.• • Pdesign:=942.. '.: '.' '.PR'g r04t 44.62•psf PdesignW:=.GB . Pdesignw ; 28.62•psf .. . .... .... . . .... .... .. . . . ... ... . . .. ... . . . . 000 • 0 0 00 Cl = 10•psf C2 = 44.62•psf C3 = 35.97•psf C4 = 28.62-psf ASCE? 10, 30.8-1 (Down) (Down) (Down) (UP) Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 LOAD IN WOOD RAFTERS 2x8 (NDS 2005) Section Properties F• := 7.25in B:= 1.51n H3 Is:= B 12 2 A:= B-H Is = 47.63•in4 A = 10.87•in2 Distributed load on rafter lb W:= (Ptimign) • B w = 5.58 • ft Adjusted_Length := (Width-1.33ft) •0.9 + 3•H Adjusted -Length = 13.67ft Adjusted Length2 M w 8 M = 130.2ft•lb Calculation of streses c H k.= 1900ksi (NDS - Table3.3.3) Sigma := M• s Sigma = 118.9 -psi Select Structural Spruce- Pine -Fir Table 4A (NDS) Fb := 1250psi Cd := 1.0 Cm := 0.85 Ct := 1.0 Cf:= 1.0 Cfu = 1.0 Ci:= 1.0 (Fbp) := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp = 1221.88 -psi Checking Interaction Sigma ^i" i = 0.10 Fbp Checking IhfolV on , , 4 • •••••t•w•Wi1th . . .. ... .. . • • •• Limit:= Width Limit = 0.73 -in ... .240 . .. . .... .... • . .... .... .. . . . .. . ... . . .. .. . . . . . Ci:= 1.0 Cr:= 1.15 if (1 s 1.0,"O.K." ,"N.G.") = "O.K." if(D 5 Limit, "O.K.", "N.G.") = "O.K." Victor Ceron PE 8883 Fontainebleau Blvd #1 5 Miami, FI 33172 LOAD IN WOOD BEAMS (2) 2x10 (NDS 2005) Section Properties 1:= 9.25in B,:= 2.1.5in H3 B 12 A:= B-H Is = 197.86•in4 A = 27.75•in2 Distributed load on rafter Width -1.5 (P'design).B + Nesign' 20 stn:= 17.5ft•0.9 + 3•H Adjusted -Length =18.06ft Adjusted Length2 lb w=59.68•ft (NDS - Table3.3.3) MM:= W. 8 M = 2433.86ft- lb Calculation of streses Aim= M • Is Sigma = 682.69 -psi Select Structural Spruce- Pine -Fir Table 4A (NDS) FEZ,:= 1250psi 1.0 ,�f,.= 1.0 f i 1.0 Z= 1.0 Rr,�= 1.0 := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp=1250-psi Checking Interaction Sigma '"V Fbp I = 0.55 d ( 151.0, O.K. N.G.") _ "O.K." .. ... . . . . . •. . ......... 0. Checking DeforcW '.:0.0 : ; 5•w•Adjusted_Length 4 384g.is .. . .... .... • • ' Ait ti d,ngth Limit = 0.9•in .. 000 0 • Le .. it r- • 246 if(D 5 Limit, "O.K." , "N.G.") _ "O.K." Actor Ceron PE 8883 Fontainebleau Blvd #10: Miami, FI 33172 LOAD IN WOOD COLUMN 6X6 Section Properties F,= 5.5in;= 5.5in H3 i =BB-H N" 12 1 = 76.26•in4 A = 30.25•in2 Lateral Load on Column - Moment Inducing k.= 0.66ft , = h• 2Width •PdesignW Wb = 136.95 lb Mc:= �n•9ft Mc=410.85ft. lb 3 Tension Load In Column H := 10in Length Wr := H 2 Pcl"lgnW Mr:= Wr Wr.9ft 2 3.5 Width 8. 5.5 l 1.5 Width 8.5 17.5 l Pu := PdesignW' 49 2 ( 2 ft + 172 ft I +PdesignW' 20 [ 2 (2 ft + 2 ftJ Calculation of streses J Sigma—T:= Au Sigma_T = 13.06•psi ( 2 0.5 Sigma—B:= `Mc2 + Mr 2) c Sigma_B = 350.37•psi I BENDING F:= 1250psi Select Structural Spruce- Pine -Fir Table 4A (NDS) = 1.5 (Wind) P= 1.0 := 1.0= 1.0 �Lf.= 1.0 Hifi •= 1.0 = 1.0 Lr:= 1.0 := Fb•Cd•Cm•Ct•CI•Cf•Cfu•Ci•Cr Fbp=1875•psi Ft := 700psi Select Structural Spruce- Pine -Fir Table 4A (NDS) .. .... . . . . .. 1.5 i.see 1.0 = 1.0 (Ftp) := F=•Cd*Qm•Ctef;Ct•; :•::•: .. . . . . . . ... . Ftp=105tjsi :' ••• ••• ••• ••• .. ..... . .. . . .. . . . .. 00 Wr =155.03 Ib Mr = 697.63 ft• Ib Pu = 394.99 lb Victor Ceron PE 8883 Fontainebleau B vd #1 5 Miami, FI 33172 Checking Interaction 1 _ Sigma_T + Sigma_B I = 0.20 "'r Ftp ( Fbp - Fbp•ISigma_T Ftp ) if(1 51.0, "O.K." , "N.G.") _ "O.K." .. ..... . . . .. . ......... . •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • • • • • • • • • • ••• ••• 7 • •• •• • 0 0 •• 00 Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 UPLIFT LOAD CRITERIA Width = 14.5ft Length = 13ft PdesignW = 28.62•psf NesignWp = 34.62•psf h = 0.66ft Tributary_Area Width .\ (8.5 R+ 17.5ft)TributaryArea = 94.25ft2 Solid Area :_ 3.5 1.5 — + — Solid Area= 0.15 49 20 P - PdesignW'-4'Wiith •( 5ft+ 125ft) + PdesignW'—'CWth 8.5ft+15ft)]9 2U 2\ 22 P�,i '= PdesignW •Tributary Area •SolidArea Lateral Load on Column - Moment Inducing oh = 0.66ft I = 10in Width Length , = h• 2 'PdesignW Wb = 136.95 lb Vr,:= H 2 PdesignW Mir = W_3r b •9ft Mc = 410.85ft. lb M�:= 2•9ft 2 0.5 11 := (Mc 2 + Mr M = 809.62ft- lb .. .... . . . . .. •• ••• •• • • • •• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • •• • • • •• • • • • • • • Pu = 394.99 lb Pu = 394.99 lb Wr = 155.03 Ib Mr = 697.63 ft. lb ,Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 COLUMN FOOTING SIZING INPUT Moment := M "I Pu Lateral := Wb Moment = 809.62 ft -lb Uplift = 394.99 Ib Lateral = 136.95 lb WidthF := 24in LengthF := WidthF DepthF := Widthl= 'Ysoli:= 120• lb 4psooi:= 30 -deg Volume:= LengthF•WidthF•DepthF ft3 CALCULATE DEPTH REQ'D TO RESIST UPLIFT Uplift =.394.99 Ib Uplift - 4.3940 VolumeRequired := Ib VolumeRequired - 0.6-150-- ft3 Arm.= WidthF2 Area = 4ft2 VolumeReguired DepthRequired :_ DepthRequired = 13.17 -in Area OVERTURNING CHECK &= Moment + Uplift. WidthF2 + Lateral•DepthF M =1478.51 ft -lb WidthF WidthF MR := 150 Ilb b Volume. 2 + 3'ysou DepthF3 • 2 MR = 4080ft•lb if(1.5M 5 MR, "O.K.", "N.G.") = "O.K." ....... . .. .. . ... ...... . .. ... .. . . . .. •.• .. . .... .... .. . . . . . . ... . . .. 4 • • • 0 0 0 Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, F133172 CHECK COLUMN FOR LATERAL STABILITY OF STRUCTURE M = 1478.51 ft -lb (FBC - 1807.3.2) Design Criteria ---EQ 18-1 &.= 9ft S3:= 2.200psf WidthF = 24- in 2 2 0.5 �WidthF + WidthF� b = 2.83ft M 2.34 H A = 0.34 S3•b H 0.5 d:= 0.5•A. 1 + 1 r 4.36• A I� d = 22 -in if(d s Depff,"O.K." ,"N.G") _ "O.K." .. ..... . . . .. • . ... . . ....... . • . • . • . . • .. ... .. . . . .. : •0 .. .... .... • . . • . . . • .. . . . . . . .. . . . .. .... . . . ... ... 10 . . . . . . . . . . . .. .. . . . .. . Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 LOAD IN WOOD RAFTERS (2X8) TO WOOD BEAM (2X10) CONNECTOR Using Simpson H2.5A Connector Section Properties I = 7.25in Av 1.5in (Nesign) • B w = 5.58' lb ft Lengthb := (Width - 1.5ft) Lengthb =13ft Distributed load on rafter W. Lengthb Checking Interaction 4951b Allowable Uplift as per manufacturer specs if(R5A,"O.K.","N.G.")="O.K." .• ... . . . . . •• • ....... . ......... . .. ... .. . . ... . .••: •• • • • • • • • • • •• • • • • • • •09 0 . . . . • . . • . . • .. .. . . • •. .. Victor Ceron PE 8883 Fontainebleau Blvd #10, Miami, FI 3317; LOAD IN WOOD BEAM (2X10) TO WOOD COLUMN (6X6) CONNECTOR Using (2) 1/2" THRU BOLT Pu = 394.99 lb 1 Lb := 2.1.5in Bolt Diameter := —in 2 Ab := Lb—Bolt—Diameter Ab = 1.5•in2 SigmaC := Ab SigmaC = 263.33 -psi (Compression) SigmaC_Allowable := 1900psi 6" Wide Compression Parallel to Grain, Select Structural Spruce- Pine -Fir Table 4A (NDS) = 1.6 (Wind) = 0.8 W.= 1.0 1.0 Z= 0.8 Cp := 0.86 NDS EQ 3.7-1 Ski A 1 w":= SigmaC Allowable.Cd•Cm•Ct•Cf•Ci•Cp SigmaC Allowable = 1673.22 -psi SigmaC ^^' SigmaC Allowable 1=0.16 if (I 5 1, "O.K." , "N.G.") = "O.K.- ..... .. . . . .. • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • •• • • • •• • • • • • • • • • •• • • • • • • • Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, F133172 LOAD IN WOOD COLUMN (6X6) TO CONCRETE FOOTING CONNECTOR 6 x 6 column embeded 12 in into concrete footing Embedment := 12. In Pu = 394.99 Ib Contact Area := 4 x 5.5in • Embedment Contact Area = 1.83 ft2 F 30 12 -- Wood to concrete friction coefficient in P:= F•Contact Area P = 7920 lb Pu "`` P 1= 0.05 if(1 :5 1, "O.K." , "N.G.") _ "O.IC" • ...•. . .. .•....... . • . . .. ... ..• .•. . •. ••• . . . • .. . . so ... ... . ..• . • • •• .•• • • • . .•• • • 13 • • • • • • • • • • Victor Ceron PE 8883 Fontainebleau Blvd #105 Miami, FI 33172 LOAD IN WOOD BEAM (2X10) TO CMU WALL Using Simpson HU210 Connector Reaction at Wap Pu = 394.99 lb Pu &:= 2 R = 197.5 lb Checking Interaction A:= 7901b Allowable Uplift as per manufacturer specs if(R 5 A, "O.K." , "N.G.") _ "O.K." • . .... .••. wee *so .. . . . • .. .. • . 00 ••• • • • • ••• • • 14 SITE INFORMATION: ILMI SHOM LEGAL DESCRIPCION: LOT 10, BLOCK 3 OF " BAY LURE" ACCORDING TO THE PLAT UBLIC ktCORDS OF MIAMI DADE BOOK" UNNW FLORIDA A 3, OF THE SCOPE OF WORK: OmmaLm ZONING CATEGORIC CUR, SOIL STATEMENT: FUNDATION SYSTEM CONSIST OF SPRED NON BEARING FOOTING BEARING ON COMPACTED LIME ROCK OR UNDISTURBED LIMEROCK FOOTING HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL LATERAL H01$`tTR��E OF 200 P.S.F/ FT INCREASED BY TWO TIMES AS PERMIT BY GINEER OF RECORD SHOULD BE CONTACTED IF AT TIMES 0 UCTION A SET OF CONDITIONS DIFFERENT FROM THE STATED ABOVE ARE FOUND. MATERIALS: ALL WOOD MEMBERS TO BE: SELECT STRUCTURAL SPRUCE PINE PT Fb = 1250 psi Fc = 565 psi Ft = 700 psi CONCRETE: 3000 psi IN COMPRENSSION AT 30 DAYS FASTENER AND CONNECTORS: ALL CONNECTORS TO BE GALVANIZED STEEL CODE INFORMTION: TM STRMACiI ML SVWM FSR IM STMXTIM HAS MM 0111111111001IN---- IM2010F7ARMOU DNO COM .1B MOCAO WSG% ASCE 7-10 7M FCUMWM SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: WIND: 3 SEC. OUST • 175 MPH C OCpi =" LOADS: (ASCE 7-10, FBC-2010) LL = 0 (NO MAINTENACE) DL =10 PSF (SOLID WOOD) W=31,74 PSF 2 x 4 PT WOOD ATTACHED TO (2) 3" NAIL ���' 2 x 8 PT WD RAFTER ,SUN 0 8- 2015 ,/ 1 --- Cl Fl � .m 10' 2411 F- - }/(2) H2.5 SIMPSON TIES WITH NOA APPROVAL FL # 10456.11 11 )(5) 1 OD -1 1/2 NAILS INTO WOOD RAFTER 3 ' (5) 10D -1 1/2 NAILS INTO WOOD BEAM. 11611 (2) 2"x10" PT WD BEAM W (2) 1/2" DIAM THRU BOLT. ALL WOOD MEMBERS TO BE SELECT STRUCTURAL SPRUCE PINE 6" x 6" PT COLUMN ALL WOOD PT RATE #2 PROVIDE FIBERED ROOF COATING AROUND EMBEDED PT WOOD COLUMN FUNDATION NOTE: NEW 24" X 24" X 24" PROVIDE 2 # 5S THRU WOOD COLUMN MIN 3" RECOVER 1 i' I I I I 1-m l 11T EXINTING P WVEW� ,. •;� . �;.> \,�y A-1 " MIN 1 I OPEN TRELLIS SECTI SCALE N.T.S • f, 415,94, THE DISTRiCT THUATIODWWr 3m "N 73 AY. WM- FLU= PMW 788 - 618 2307 -.,>,- VICTOR CERON PI= avo_ 83071 MS FONTAMEBLUE BLVD .Mg MW FL WM PHONE 766 - 282 5292 nT� �--I —j V) (,n W � �� m f": C) Ln .... .� Lqu z � • -. -4 • G=CRALNOTCS • - DRAWING B)WfPIG4TK%J - it 4 SIDE SET BACK I OPEN TRELLIS FRAMING PLAN ill -in 2 SCALE 1/4" = 110" 0 26' 2" x 8" PT WOOD 6" x 6" PT WC COLUMN" 10'-11" REAR SET BACK 2"x 4" PT WOOD TRELLIS 2" x 10" PT WOOD 5 COPYRIGHT RESERVED 2"x 10" P.T WOOD BEAMS ATTACHED TO EXISTING STRUCTURE W/ HU210 SIMPSON BUCKET APPROVAL # FL 10655.19 (8) -1/4" x 2 3/4" TITEN TO WALL (6) - 1 OD 1 1/2- NAILS TO RAFTER 3 I CROSS SECTION SCALE N.T.S _914IF_\h 1 Air-, THE «:T THLPATK)Dk5TMCT 3505 W 78 AY. DORAL. - R. 33757 FMNR 788 - 0 2307 wmempat"t"foc.n VICTOR NPC W& ssm 7M FONTAINE8Lt7E �w i 705 MAA9 R 88772 PHOS= 768 - 282 6292 P cl N BAftl�TO 00 M —� w __jw m .. °� rn c r- w c) �3: .. �•.•_ L LJ .... z GLNGBA[.P7or . DRAwm®m7cATc% OWT®BM PM OPA116P Pb o.ie .yyb 2"x 10" P.T WOOD BEAMS ' • • • ATTACHED TO EXISTING • • • • • STRUCTURE .. �.. 8"x 12" EXISTING TIE BEAM • HU210 SIMPSON BUCKET • APPROVAL # FL 10655.19 (8) -1/4" x 2 3/4" TITEN TO WALL (6) -1 OD 110 NAILS TO RAFTER 3 I CROSS SECTION SCALE N.T.S _914IF_\h 1 Air-, THE «:T THLPATK)Dk5TMCT 3505 W 78 AY. DORAL. - R. 33757 FMNR 788 - 0 2307 wmempat"t"foc.n VICTOR NPC W& ssm 7M FONTAINE8Lt7E �w i 705 MAA9 R 88772 PHOS= 768 - 282 6292 P cl N BAftl�TO 00 M —� w __jw m .. °� rn c r- w c) �3: .. �•.•_ L LJ .... z GLNGBA[.P7or . DRAwm®m7cATc% OWT®BM PM OPA116P Pb o.ie .yyb COPYRIGHT RESERVED N 00 37'15" E 125.00 11'-1 p 2 0-11" REAR SET BA TRELLIS a U O C) L6 ONE STORY CBS RESIDENCE # 1214 N N 0) co z m • • •• •• •• •.• QI S 00 37'15" E 125.00 SITE PLAN41 I SCALE 1/411 = 1'0" THev - "c"s"WCT I TI'MPATODUntcr = W70 AV. Plow 70 -=296/ VICTOR CUON M ow62m SM FMrAtNSL.M F -VD i toy MANS FL. *WP MW 788 - 282 5202 BARRETo UT,r 00 J Li If �Cn W I_a l c'J � LLJm •.• cn • GGNGRA(. • • ••• • • RLVL5d�15 as wm nw MAWlb*W lMATKMI rruounm. A3 i c,Ct•TMCT TMrATX)VMTRICr 3M 8A879 AV. MW - FL 3364 PHOPO 788 - 518 2307 MCTORCEWNPL' CWL 63M SM FONrAMEBLUE BLVD a IN MM FL *3172 PHON& 788 - 282 5292 PRM� A 1 BAFMTO n� fGtwAALNDTrs •• • r f • r • s • REYISK%dS rm. oam cac� DRAWIDiG 97LNTe9[AT'KA�t oEgal�Br• w aro�maen vu