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FW-13-2815Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217943 Permit Number: FW -12-13-2815 Scheduled Inspection Date: January 16, 2015 Permit Type: Fence/Wall Inspector: Rodriguez, Jorge Inspection Type: Final Owner: TORO JTRS, LUIS Job Address: 1270 NE 98 Street Miami Shores, FL 33138 - Project: <NONE> Work Classification: WoodFence Phone Number (305)733-3821 Parcel Number 1132050090310 Contractor: REGOSA ENGINEERING SERVICES INC Phone: (786)262-2964 Building Department Comments Replacement of wood fence on both sides of the property ------ and _..___and on the rear. also building a new wood deck. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-217904. CREATED AS REINSPECTION FOR INSP-204645. Fence should be a maximum of 5' ML high. Fence final fail, should be 5' max.. Gates missing Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 15, 2015 For Inspections please call: (305)762-4949 Page 4 of 24 � I'y- 6-t'114150-- Miami Shores Village BUILUIN(; Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: ' vl LUR3 FBC 20 I Permit No. '�t Master Permit No.,'�� 1 Q00FING City: Miami Shores County: Miami Dade —Zip:�13 Folio/Parcel#: _ '�✓ '—� / Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): �Ap LA py�e� ��tac.�_ � �Q W Phone#:1!?(a Address: City: ` � State: L Z)4 Zip: '3- Tenant/Lessee Tenant/Lessee Name: Phone#: 16C Z.SS 4 LS Email: �c C3 �' ' (rte �� `, 3! , fir,-. '154 815 146 IS CONTRACTOR: Company Name:✓S Qi Clt, G d �✓t Z7 Q NCS+ Phone#: LS 3 L � Address: 1 L City: ^ y ' State: L Zip: (a 7— Qualifier Name: O '� Phone#: , ig c 2SS 13 3 State Certification or Regisctrrattiion #: C7�.. C�E7$�� � Certificate of Competency #: Contact Phone#: tii' Email Address: o h'' i r''�rCNI dpi Fs fl G DESIGNER: Architect/Engineer: - - - -- Phone#: 2� Value of Work for this Permit: $ Square/Linear Footage of Work: 3 Type of Work: ❑Addition ` OAheration ❑New Zkepair/Replace ❑Demolition Color thru tile: Ce = Zi�O • c.J Submittal Fee $ Permit Fee CCF $ CO/CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond Technology Fee $ 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 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 rtgt be approved and a reinspectionlAe will be charged. Signature Signature Owner or Agent<7 ontra for The foregoing instrument was acknowledged before me this 14, , The foregoing instrument was acknowledged before me this I� day of- , 0 13 , by � �,j'` d'� y . �'o v . day of c �... QC 1, 201 by W 5 141, l'c . who is personally known to me or who has produced `�'-I— L!,' 1 who is personally known tome or who has produced % As identification and who did take an oath. as identification and who did take an oath. NOTARY NOTARY Sign: u _"� Sign: J11V1JW } Print: R . �i� Print: My Commission ii111 ,My Exp' 1 B qtr EIJOI Commission # DD 969514 Commission # DD 969514 #a' s +� MY Commission Expires '����r` MY Commission Expires p� �March 09 /� APPROVED BY Ilans Examiner m g ` t ' / r 1 Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) STATE OF FLORIDA h- CONSTRUCTION t BOARD # 1940 , NORTH# -' i VWMIS TALLAHASSEE FL .. -0783 VELE, GCiSTAVO DANIEL REGOSA ENGINEERING SERVICES INC 15700 NE 2 AVENUE MIAMI FL 33162 *02184 aft .@ tState of Florida -THIS IS NOT 00 NOT PAY 5514117 NAME/Lop"ON RECEIPT NO. REGOSA t / St 5 St 66 9 5813960 1'i EXPIRES SEPTEMBER 30, 201 Must be displayed at place of business Pursuant to County Cade Chapter BA - Art. 9 & 10 SEC. TYPE OF BUSINESS OWNERF'AYAltEN7 RECEIVED REGOSA ENGINEERING SERVICES INC 196 GENERAL. BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 3 CGC1508952 545,00 07/10/2013 TXHS 1— l 3-021229 This Local BusinessTax Receipt only confirms payment of the Local Business Tax, The Receipt is not a license, persalt or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or narffovsrnmental regulatory lags and requirements which apply to the business. The RECEIPT NO, above must be displayed on all commercial vehicles- Miami -Dade Code Sec 91a--276. For more information. visit WwniAm Aftd gev xcIter DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD SEWL12072200136 G LICEI�`SE NSR 114507 CGC1.508952 TRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration rat on date: AUG 31, 2014 VELEZ, GUSTAVO DANIEL REGOSA ENGINEERING SERVICES INC 10$0 SE STH STREET SUITE HIALEAH FL 33010 RICK SCOTT KEN LAWSON GOVERNOR SECRETARY DISPLAY AS REQUIRED BY LAW A0 - w - ---------- --- - --- --------------- --- --- - - ------ ACORD. CERTIFICATE OF LIABILITY INSURANCE 10/18/2013 ZRTE , -�ri 17 ------- CERTIFICATE 19 ISSUED AS A MATTER OF INFORINATIOW1 ' BEST RATE INSURANCE AGENCY LY NCONFERS O P fGHTS UPON THE CERTIFICATE 'I ONANS 8600 NW 17 STREET, SUITE IL70 PHOLDER. "HIS CERTIFICATE DOES NOT ANI END, EXTEND OR DORAL FL 33126 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, I - ---------- --- ------- ----- --- ------------ - PH:(866)6160065 FAX:(305)403-0801 1 NSURERS AFFORDING COVERAGE NAIC # - - - ------- -- ----- - BRIDGEFIELD EMPLOYERS INS CO, 10701 REGOSA ENGINEERING SERVICE INC. PREFERED CONTRACTORS CO REG LLC 12497 1050 BE 5 STREET, BAY 9 PROGRESSIVE AMERICAN INS CO, 24252 HIALEAH FL 33010 COVERAGES P ---,,--,,,i -'E-l-T 'A Af-!"A �,i A - 10, EXPIR41 ON' m �T U - - --------------- --- -- - ------- - ------------------ GENERPIk' UAP -1-11' - - -Y ----------------- -- ........... ----4 1,000,000 j 50,000 PC 83837-02 06/1-3/2013 06/13/2014 5,000 B 1,000,000 x 2,000,000 1,000,000 ---- ------- -- - x --- --- - ------------------- ------------- --------- - - ------------- - - ---------------- 500,000 IL 01673815-0 06/13/2013 06/113/2014 �c AV - --- --------- - - - - -------- --------- . ..... ............... — - -- — ------------- ----- - --- - -- - - ------- ------------- -------- --------- --- - -------------- ---- --------------------------- -------- - U0 , 040 !A 0830-50966 5/22/2013 5/22/2014 '000f000ll — 11000,000 - ---- -------- ---------- — - - --- ------------------- -,- X 6, "N 51 --------- --- ------- ................... - --i --- --- - --------- - ----- Will -41 SHORES VILLAGE BUILDING DEPARTMENT 10050 HE 2 AVE MIAMI SHORES VILLAGE FL 33138 26 J2001108) CANCELLATION --- - --------------- 11--�Ill""I",-----------------�,,� - - - ---------- - 30 D D,-1,A,EkTA A1,01lSo, ------------------ ....... ------- ---- ,:� AWORD CORPORATION 1998 Mission: To protect, promc te & improve the health of all people in FI rids through integrated state, county & cc mmunity efforts. Regosa E gineering Services Inc 1930 NE 47 Terrace Miami, F 33181 Vision: To be the Healthiest State in the Nation Rick Scott Governor John H. Armstrong, MD, FACS State Surgeon General & Secretary February 24, 2014 RE: Modi ication to a Single Family Residence - No Bedroom Addition Applicati n Document Number: AP1133412 Centrax ermit Number: 13 -SC -1517320 1270 NE 8 Street Miami, F 33138 Lot: 3,4 lock: 3 Subdivision: Earleton Shores Dear Applicant, This will a knowledge receipt of a floor plan and site plan on 01/24/2014 for the use of the existing onsite se age treatment and disposal system located on the above referenced property. Propose interior remodeling, enlargement of pool deck, existing master and cabana bathrooms to be remodele J. No objec ion letter was issued by C. Icaza on 02/24/14. This office has reviewed and verified the floor plan and site plan you submitted, for the proposed remodeling addition or modification to your single-family home. Based on the information you provided, the Health Department concludes that the proposed remodeling addition or modification is not adding a bedroom and that it does not appear to cover any part of the existing system or encroach on the required setback or unobstructed area. No existing system inspection or evaluation and assessment, or modification, replacement, or upgrade authorization is required. Because an inspection or evaluation of the existing septic system was not conducted, the Department cannot a est to the existing system's current condition, size, or adequacy to serve the proposed use. You may request a voluntary inspection and assessment of your system from a licensed septic tank contract r or plumber, or a person certified under section 381.0101, Florida Statutes. If you Florida in Dade G PHONE: any questions, please call our office at (305) 623-3500. - - , Florida 623-3500 of Health Sincer y, Cal' za Engineer III Department of Health in Dade County www.FloridasHealth.com TWITTER:HealthyFLA FAC EBOOK: FLDepartmentofHeafth YOUTUBE: fldoh ALIOSKAR GANEM, P.E. Lic. # 74745 m 2801 NE 183rd ST UNIT 504 Aventura — Florida 33160 .... Phone (786) 487-4401 Fax (305) 848-9318 alioskar@hotmail.com COVER SHEET DATE: December 13, 2013 PROJECT: NEW DECK AND FENCE ADDRESS: 1270 NE 98th ST Miami Shores, FL. 33138 CLIENT: DESIGN BY: AG PAGE i/13 This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 13. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was thoroughly i parallel manual computations. The sign and seal provided herein are meant to sheets pages 1 through 13 F. r . . .... ...... ...... .... ...... .... % This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 13. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to commissioning into service, the in-house developed software was thoroughly i parallel manual computations. The sign and seal provided herein are meant to sheets pages 1 through 13 F. r PAGE '713 INDEX DESCRIPTION PAGE WOOD DECK DESIGN Wind Design 1 Wood Joist Design 5 Wood Girder Design 6 Girder Connection Design 7 Post Foundation Design 8 0000 WOOD FENCE . . 0000 0000.. DESIGN 0000.. 0000 0000.. 0000.. 0000.. 0000 0000 . . Wind Design '9 0000 00:0 0000.0 . 0. 0000. 0. Wood Fence Design 00 .. 11 0000 0000.. • 000000 0 . . . .' 0000.0 Pole Foundation Design 13 :"" 0 �0 :0000: .. . .000 . . 1/13 MECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www.mecaer,terprises.com Date 12/12/2013 Project No. Company Name : ALIOSKAR GANEM PE Designed By AG FL 74745 Address 2801 NE 183rd ST Description City : AVENTURA Customer Name State FL. Proj Location File Location: C:\PROJECTS\JOSE VALERO\1270 NE 98th ST MIAMI SHORES WOOD DECK\CALCS\WIND.wnd Directional Procedure All Heights Building (Ch 27 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Basic Wind Speed(V) = 175.00 mph Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 Zmin = 7.00 ft Slope of Roof = 4.2 : 12 Slope of Roof(Theta) = 19.29 Deg Ht: Mean Roof Ht = 11.50 ft Type of Roof = Gabled RHt: Ridge Ht = 15.00 ft Eht: Eave Height = 8.00 ft OH: Roof Overhang at Eave= .00 ft Roof Area = 2034.00 ftp 2 Bldg Length Along Ridge = 48.00 ft Bldg Width Across Ridge= 40.00 ft Gust Factor Category I Rigid Structures - Simplified Method .•'�•. Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 4 (1085 0600 6606:' •• • 666• i Gust Factor Category II Rigid Structures - Complete Analysis •••:•• 0000 0000•• Zm: 0.6*Ht =000•T+00 ft • 0••••0 lzm: Cc*(33/Zm)�0.167 =0.0P.19 0000 • • Lzm: 1*(Zm/33)^Epsilon • 0 6 • =.6.39.47 ft*•*• *0006 Q: (1/(1+0.63*((B+Ht)/Lzm)"0.63))�'0.5 =aooeG.93 6 66 **:666 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) =*0000,089 6.000' 066060 Gust Factor Summary :00:0: •• • Not a Flexible Structure use the Lessor of Gustl or Gust2 0.85 :•0•:0 0.6006 • • * • * • • • 0600** Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi'6 0 ;666 0 • GCPi Internal Pressure Coefficient 000 = +/-0.18 0 Figure 27.4-1 External Pressure Coefficients Cp - Loads on Main Wind -Force Resisting Systems L' 2/13 B Kh: 2.01*(Ht/Zg)^(2/Alpha) = 1.03 Kht: Topographic Factor (Figure 6-4) = 1.00 0000 Qh: .00256*(V)�2*I*Kh*Kht*Kd =„ 68,65 p6%069* Cpww: Windward Wall Cp(Ref Fig 6-6) =6„0.'30 •pee Roof Area=•.J��..00 x%1:.2 Reduction Factor based on Roof Area- 40.80 -00.00• • FRS -Wall Pressures for Wind Normal to 48 ft wall (Normal to Rjhnlo 6"t'6 0000 0000 Wall CP Pressure Pressure 0000•• . •• +GCpi (psf) -GCpi (psf) •.�.•� �•i.•� ----------- ---- ---------------------------- Leeward Wall -0.50 -41.54 -16.82 :**:a: •• Side Walls -0.70 -53.21 -28.49 i•••i• Wall Elev Kz Kzt qz Press Press Total �*0 0 0000 ftCP sf +GCpi -GCpi + i /-GC i P - P 0000 ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 15.00 1.03 1.00 68.65 34.33 59.04 75.86 Note: 1) Total = Leeward GCPi + Windward GCPi Roof Location Cp +GCpi(psf) -GCpi(psf) ----------------------- Windward - Min Cp ------- -0.35 ---------- -32.78 ---------- -8.07 Windward - Max Cp 0.14 -4.19 20.53 Leeward Perp to Ridge -0.59 -46.79 -22.07 Overhang Top (Windward) -0.35 -20.42 -20.42 Overhang Top (Leeward) -0.59 -34.43 -34.43 Overhang (Windward only) 0.80 46.69 46.69 MWFRS-Wall Pressures for Wind Normal to 40 ft wall (Along Ridge) Wall Cp --------------- ------ Leeward Wall -0.46 Pressure Pressure +GCpi (psf) -GCpi (psf) ---------------------- -39.20 -14.49 0000.• • • • •••••• s • 0000•. 0000• • 0000• •.•••• • • • ..••.0 •6000• • • Side Walls -0.70 -53.21 -28.49 Wall Elev Kz Kzt qz Press Press Total ft psf +GCpi -GCpi +/-GCpi ---------------- ------ ----- ----- ------- ------- ------- --------- Windward 15.00 1.03 1.00 68.65 34.33 59.04 73.53 Note: 1) Total = Leeward GCPi + Windward GCPi Roof - Dist from Windward Edge Cp Pressure Pressure +GCpi(psf)-GCpi(psf) --------------------------------- ------ ---------- ---------- 0.0 ft to 5.8 ft -0.90 -64.88 -40.16 5.8 ft to 11.5 ft -0.90 -64.88 -40.16 11.5 ft to 23.0 ft -0.50 -41.54 -16.82 23.0 ft to 48.0 ft -0.30 -29.86 -5.15 0191 0000 • • 0000 0000•• •• • 0000 • 0000•• 0000 0000•• • 0000•• • • • 0000•• 0000 0000 • • 0000 0000 0000• 0000•• • •• 0000• •• •• 0000 0000•• • 0000•• • • • • • • 0000•• •000.0 • • • • • • • 00000• 00 • 0000 • • MECAWind Version 2.1.0.6 ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2013 www. mecaentexpz-ises.corr Date 12/12/2013 Project No. Design, with a Load Factor of 1 Company Name ALIOSKAR GANEM PE Designed By AG FL 74745 Coefficient Zone "a' Address 2801 NE 183rd ST Description Description City AVENTURA Customer Name Area Zone Max State : FL. Proj Location '•0990 •••••• File Location: C:\PROJECTS\JOSE VALERO\1270 NE 98th ST MIAMI SHORES WOOD DECK\CALCS\WIND.wnd ft ft L 1jI_ GCp psf '•Hs'f: Roof not L I 1 ••,,, •ass • •••••• J 1 f ho �t 1 I 1 I t ) t 1 21, 112 2 2' 1 112 FLOOR JOIST 0.50 I 1 1 I i -1.70 1 I 1 t +"'� FLOOR JOIST ! 1 1 1.3 3 0.50 -2.60 I t C V!�r aY` ?' i i � � Gable Roof 7 < 0 -= 45` 4/13 Wind Pressure on Components and Cladding (Ch 30 Part 1) All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 Width of Pressure Coefficient Zone "a' = 4 ft •••• Description Width Span Area Zone Max Min Max P • Mia P '•0990 •••••• ft ft ft'2 GCp GCp psf '•Hs'f: ------------------------------------------------------------------71i�7/3i-- ••,,, •ass • •••••• FLOOR JOIST 0.50 2.00 1.3 1 0.50 -0.90 46.69,,]=4,15 • FLOOR JOIST 0.50 2.00 1.3 2 0.50 -1.70 46.69 -129.07 +"'� FLOOR JOIST 0.50 2.00 1.3 3 0.50 -2.60 .46.699-190.86 �•�� s JOIST 2.00 4.17 8.3 1 0.50 -0.90 46.69 '-'14.15 " '• "�•'• JOIST 2.00 4.17 8.3 2 0.50 -1.70 46.69'--';29:07 ; "• " "' JOIST 2.00 4.17 8.3 3 0.50 -2.60 46.6901198.86 so** " "'• GIRDER 4.17 4.67 19.5 1 0.44 -0.87 42.71-92916 • •� GIRDER 4.17 4.67 19.5 2 0.44 -1.56 42.71:-119:13 • • •••,:a GIRDER 4.17 4.67 19.5 3 0.44 -2.43 42.71,-17Py.94 ����" • • Khcc:Comp. & Clad. Table 6-3 Case 1 = 1.03 Qhcc:.00256*V"2*Khcc*Kht*Kd = 68.65 psf 5/13 LOADS BASED ON NDS 2005 & ASCE 7-10 DL = 15.00 psf DL = 9.00 psf + LL = 60.00 psf 0.6 UPLIFT = -78.00 psf U L = 75.00 psf U L = -69.00 psf U L (WL 1.33 REDUCTION) _ -69.00 psf Ltributa = 0.50 ft Wmax = 37.50 #/ft WOOD BENDING AND DEFLECTION DEFLECTION L = 4.50 ft W max = 37.50 */ft b = 5.50 in d = 1.50 in .•.• Fb = 1,000.00 psi CD=1.0 `••••` ""' E = 1.60E+06 psi ...... .... ..... ` I = 1.55 in4 .... .... ( DL + LL ) A = 0.14 in ...... . .. ..... DL+LLL/240,&perm= 0.23 in, FBC 1610.1 .... .... ` ` ..... Lmax= 5.27 ft. Allowable for deflection to DL�+ U. ;•.•;. •• ••••� ( LL ) 0 = 0.11 in LL_*L/360,&perm= 0.15 in, FBC 1610.1 Lmax = 4.96 ft. Allowable for deflection to LL. 0 <_, OK 0 erm BENDING Mmax = 94.92 # - ft VGRAVITY = 168.75 # - ft S = 1.14 in VNET UPLIFT = 77.63 # - ft Sx = 2.06 in S <_, OK Sx Lmax = 6.06 ft. Allowable for bending USE WOOD I JOIST (1) 6 X 2 @ 6 in O/C 6/13 GIRDER DESIGN LOADS BASED ON NDS 2005 & ASCE 7-10 DL = 15.00 psf DL = 9.00 psf + LL = 60.00 psf 0.6 UPLIFT = -72.00 psf U L = 75.00 psf U L = -63.00 psf U L (WL 1.33 REDUCTION) — -63.00 psf Ltributa = 4.50 ft Wmax = 337.50 #/ft WOOD BENDING AND DEFLECTION DEFLECTION L = 4.50 ft Wmax = 337.50% b = 3.00 in d = 7.50 in .w.Y • • Fb = 1,200.00 psi CD=1.0 E= 1.60E+06 psi ,..•.w .•:• ••••� I = 105.47 in4 ..�:., • ( DL + LL ) A = 0.02 in DL+LL—*L/240 Aperm= 0.23 in, FBC 1610.1 •909 ' • • Lmax = 10.36 ft. Allowable for deflection to DL-+ LL. ;...;. • • •• • (LL)0= 0.01 in LL—>L/360 Aperm= 0.15 in, FBC 1610.1 Lmax = 9.75 ft. Allowable for deflection to LL. 0 <_, OK 0 erm BENDING Mmax = 854.30 # - ft VGRAVITY = 168.75 # - ft S = 8.54 i n 3 VNET UPLIFT = 637.88 # - ft Sx = 28.13 in S <_, OK Sx Lmax = 8.16 ft. Allowable for bending USE WOOD I JOIST (2) 2 X 8 @ SUPPORT 9/13 ECAWind Version 2.1.0.6 per ASCE 7-10 Developed by MECA Enterprises, Inc. Copyright 2014 www. mecaen..t:erpr.iseS.CCX Date 4/8/2014 Project No. Company Name ALIOSKAR GANEM PE Designed By AG FL 74745 Address 2801 NE 183rd ST Description City AVENTURA Customer Name : State FL. Proj Location File Location: \\P -C P.GO\Users\mann 000\L'.ucaments\,1"ROa:]iTI'S'•, Ci'iS VALERO\1270 NE 98th ST MIAMI SHORES WOOD DECK \CALLS\WIND FENCE. wnd Other Structures & Building Appurtances MWFRS (Ch 29) All pressures shown are based upon ASD Design, with a Load Factor of .6 Basic Wind Speed(V) = 115.00 mph (Nat. Freq.>1 Hz) use 0.85 = Structural Category = II Exposure Category = D Natural Frequency = N/A Flexible Structure = No Importance Factor = 1.00 Kd Directional Factor = 0.85 Damping Ratio (beta) = 0.01 7.00 ft Alpha = 11.50 Zg = 700.00 ft At = 0.09 Bt = 1.07 Am = 0.11 Bm = 0.80 Cc = 0.15 1 = 650.00 ft Epsilon = 0.13 zmin = 7.00 ft Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85 Gust Factor Category II Rigid Structures - Complete Analysis Zm: 0.6*Ht = 7.00 ft lzm: Cc*(33/Zm)"0.167 = 0.19 Lzm: 1*(Zm/33)'Epsilon = 535.47 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.98 Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.91 Gust Factor Summary Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85 Design Wind Pressure - other Structures 00.0 Elev Kz Kzt qz W_Pres_Cf( 1.49)0000 0000:0 ft psf psf •06. 0 •••• 00 ------- ------- 5.00 1.03 1.00 17.789 22.53 000000 0 :0000: Note: W_ Pres is Wind Pressure based on Cf{Force Coefficient} 0000 0 • 0000 0 • • • 0000. _Cf 0000 000 0 • 00 0000• 0000•• 0 0 Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls .•�••� � 0 0000 '"0:� 0000•• • • • • � 0 00.00• 0000.• 0 • • • 0000•• • •00.• 0 0000 • 10/13 Cf - Force Coefficient = 1.49 Rd - Reduction Factor (1-(1-E)A1.5) = 1.00 Kz = 1.03 Kzt = 1.00 Qz = 17.789 psf Wind Pressure at Elevation 5 ft = 22.529 psf Notes: 1) Signs with openings comprising < 30% of gross area are considered solid signs 2) Force Coefficients for solid signs with openings shall be multiplied by Rd 3) Case C only applies when Bs >= 2 •••••• •••• • •••• • •••• •• • •••••• •••• •••••• •••••• • • •••• •••••• • • • • •••••• 11/13 WOOD PICKETS DESIGN BASED ON NDS 2005 WIND PRESSURE = 23 psf (ASD) THICK. PICKETS - 0.5 In WIDTH PICKETS = 5.5 in W (Lb /ft) = 10.54 Cd = 1. W = WIND PRESSURE x WIDTH PICKETS w. L (ft) = 4 W= 10.54 Lb ft 0 USE L (spam) = 4 ft M= WxL2 M = 253.00 Lb - in S= M Fb = 1.25 Ksi S = 253.00 Lb - in 2,000 psi S = 0.13 in3 < Sx, ok V= WxL 2 V = 21.08 Lb:.. -O: 999999 9999.. 999 9 • 9999 9999.. 9 9• . 999999 9 9 CD = 1.6 due to Wind Sx = 0.23 in3 WOOD POST SOUTHERN PINE No 2 6 X 1 SDS (Sx=0.23in3) 9999 9999 9999 9999 9999 9999 9999.. 9999 9999.. 9999.. 9999.. 9999. 9999. 9999.. 9999.. 9999.. WOOD POST DESIGN BASED ON NDS 2005 WIND PRESSURE= 23 psf (ASD) Tributary Width = 4 ft Cd = 1.6 W = WIND PRESSURE x TRIG. WIDTH W ( LOAD )= 92.00 Lb / ft L (SPAM) = 5 ft US Width = 3.50 in Depth = 3.50 in M= WxL2 2 M = 13800.00 Lb - in S= M F'b Fb = 1.5 Ksi W (LOAD) 12/13 L (SPAM) P (TOTAL)= M (L/2 *) 0000 •r••0• y Y • • y P(TOT46).-0.. 460.Q 1•b ..... • • *000 r•s• r • • • •.•ss• •s.•• 0000 y • . yy •w•s• 0 • 0000•• • • 0000 0000 • • S = 5.75 in3 < Sx, ok SX = --•1.15 in3 S = 13800.00 Lb - in 2,400 psi CD = 1.6 due to Wind - WOOD POST SOUTHERN PINE No 2 4 X 4 SDS (Sx=7.15in3) 13/13 POST EMBEDDED IN CONCRETE FOOTINGS IN EARTH F.B.C. 1819.7.2.1 UNCONSTRAINED b = diameter of round post or diagonal dimension of square post or footing, feet. d = depth of embedment in earth in feet but not over 12 feet for purpose of computing lateral pressure. h = distance in feet from ground surface to point of application of P. P = applied lateral force, pounds. S_1 = Allowable lateral soil -bearing pressure as set forth in Table §1819.6 based on a depth of one-third the depth of embedment, pounds per square foot. F = 2 (FBC 1819.6.1) S3=FxSxD d=0.5A(1+[1+(4.36h/A)]"1/2} S1=S3 A=2.34P/(S_1 b) USE CONCRETE FOOTING b = 18110 and d = 37 " Deep d= 37 in • • e 0000•• P ; .4X6i.b 0000 ••000• • • h :;.ADA •00 • ••• 0000•• • 0000 • •• 0000•• • 0000•• 100••• 0 • 1•00.0 1 •• **:006 • • 0000 0000•• a� • • • • 20.. 3..fj, 420 5 a „4611:00 ;2,0 . 1.62 3.06 2.10 200 3.06 420 1.50 460 2.50 1.67 3.13 2.10 200 3.13 420 1.50 460 2.50 1.64 3.08 2.10 200 3.08 420 1.50 460 2.50 1.66 3.12 2.10 200 3.12 420 1.50 460 2.50 1.65 3.09 2.10 200 3.09 420 1.50 460 2.50 1.66 3.11 2.10 200 3.11 420 1.50 460 2.50 1.65 3.10 2.10 200 3.10 420 1.50 460 2.50 1.65 3.11 2.10 200 3.11 420 1.50 460 2.50 1.65 3.10 2.10 200 3.10 420 1.50 460 2.50 1.65 3.10 USE CONCRETE FOOTING b = 18110 and d = 37 " Deep d= 37 in • • e 0000•• P ; .4X6i.b 0000 ••000• • • h :;.ADA •00 • ••• 0000•• • 0000 • •• 0000•• • 0000•• 100••• 0 • 1•00.0 1 •• **:006 • • 0000 0000•• • • • • . 0000•• 0000• • 0000•. •0.0 . • 000