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FW-18-2190`yt►oRES �` Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 FCOR'IDp' Permit NO. FW-8-18-2190 Permit Type: Fence/Wall Per 1"t Work Classification: Wood Fence Permit Status: APPROVED Issue Date: 9/6/2018 1 Expiration: 03105/2019 Project Address Parcel Number Applicant 10635 NE 10 Court 1122320280760 Miami Shores, FL 33138-2101 Block: Lot: FRANCISCO GAVIRIA Owner Information Address Phone Cell FRANCISCO GAVIRIA 10635 NE 10 Court (305)479-4654 MIAMI SHORES FL 33138- 10635 NE 10 Court MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone HOME OWNER Comments: Date Approved: Date Denied: Type of Construction: Wood Fence Classification: Residential Fees Due Amount CCF $3.00 Copies $3.65 DBPR Fee $3.05 DCA Fee $2.03 Education Surcharge $1.00 P&Z Review Fee $35.00 Permit Fee - Wire & Wood $203.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $9.00 Technology Fee $4.00 Total: $323.73 Valuation: $ 4,600.00 Total Sq Feet: 203 Additional Info: INSTALLATION OF A WOOD FENCE Scanning: 3 Pay Date Pay Type Amt Paid Amt Due Invoice # FW-8-18-68582 08/17/2018 Cash $ 50.00 $ 273.73 09/06/2018 Check #: 7621 $ 273.73 $ 0.00 Avaname inspection Inspection Type: Final Foundation Review Building Review Planning Review Structural Review Public Works 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 oning. Futhermore, uthorize the above -named contractor to do the work stated. September 06, 2018 Authorized Signature: Owe Applicant / Contrac or / gent Date Building Department Copy September 06, 2018 1 BUILDING P RMIT APPLICATION BUILDING ❑ ELECTRIC Miami Shores Village RECEIVED Building Department AUG 17 2018 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC t201� /�, Master Permit No.-Vy b (r � v 1 O Sub Permit No. ❑ ROOFING ❑ REVISION ❑ EXTENSION [—]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP nnj2 l� I /�� CONTRACTOR DRAWINGS JOB ADDRESS: I %3 S kle— t o,44 cco R`, p City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): f 1-Mo (sco C�ftV 1 /G 1& Phone#IL Address: ld&35 tjs 1()-6-- Cour ' City: M t &Vyl ( J ft State: Pt— Zip: 33 1 3a Tenant/Lessse_e,N,,amee: Phone#: Email: 4t6 _ 1pr!�'Q-t�l•l'�f (� • �,�/ CONTRACTOR: Company Name: HolY'-'C. bwV`'Q/, Phone#: Address: City: State: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: Of. r City: State: Zip: Value of Work for this Permit: $ • OU Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration �i El New ❑ Repair/Replace ❑ Demolition Description of Work: �� k� LMA LA —DO CIE Specify color of color thru tile: ^)o-� a Submittal Fee $ Permit Fee $ Vv CCF $ CO/CC $ •a �», Scanning Fee $ Radon Fee $ Technology Fee $ Training/Education Fee $ Structural Reviews $ . GO -pa��; 3S• cCD DBPR $ Notary $. Double Fee $ Bond $ TOTAL FEE NOW DUE (Revised02/24/2014) 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hF as 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. • t C "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." 1 Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding. $2t500,'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 commencemenfmust 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 feewillbe charged. i y, Signature _//j Signature OWNER orAGHNT CONTRACTOR T�i oregoing instrument was ack2,Vwledged before me this TJ' day of S _ 20 1� by rQ1r`GtSCA Ct2\A r i a , who is personally known to me or who has produced T--- bL-- as identification and who did take an oath. NOTARY PUBLIC: Print: Seal: �a1P� k/ YURIENZEQUEIRA +°.��' Notary Public - State of Florida • ' Commission a GG 106252 My Comm. Expires Aug 13, 2021 ••,'}t'ov r:y" Bcrcw tl,rcugh Nittioral Notary Assn. The foregoing instrument was acknowledged before me this day of , 20 by who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: as ########### r( l################iR################################################# APPROVED BY Plans Examiner o 71 'v Zoning Structural Review Clerk (Revised02/24/2014)J-4—q + f 0 J Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 NAME12 S(Z�.1C O l/( lc.( DATE: v �� -A _ ADDRESS: l r L- Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.10�7). A d hav read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits apa6Wntracts. Initia 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or hich violates the exemption. Ini a 5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initi 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the license required by law and by c y or municipal ordinance. Initial 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initi 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.html Initia 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for thf proposed construction activit at the following address: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the i ation that I have provided on this disclosure. Initi Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued. U Was acknowledged before me this day of QASS 20 V By�_N CIS 3��C- who was personally known to me or who has �� "kp_ Notary Public State of Florida 7n. Sindia Alvarez k4yProduced there License or L �� C,� s� as identificatior�r d; Ex Commission 12018 56750 ora Explros0810312078 DOWNER NOTARY 8/17/2018 Property Search Application - Miami -Dade County OFHCE OF PRO�`_'IERTYA,"PRA N9 p Summary Report Property Information Folio: 11-2232-028-0760 Property Address: 10635 NE 10 CT Miami Shores, FL 33138-2101 Owner FRANCISCO J GAVIRIA Mailing Address 10635 NE 10 CT MIAMI SHORES, FL 33138 USA PA Primary Zone 1000 SGL FAMILY - 2101-2300 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds / Baths / Half 3/1/1 Floors 1 Living Units 1 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 1,766 Sq.Ft Lot Size 10,400 Sq.Ft Year Built 1952 Assessment Information Year 2018 2017 2016 Land Value $255,024 $255,024 $189,446 Building Value $149,545 $151,593 $103,841 XF Value $1,888 $1,900 $1,912 Market Value 1 $406,457 $408,517 $295,199 Assessed Value 1 $406,457 $408,517 $193,653 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $101,546 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES ESTATES PB 47-58 LOT 5 BILK 5 OR 20181-4960 01 2001 4 COC 24241-0521 01 2006 5 Generated On : 8/17/2018 2017 Aerial Photography A Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $356,457 $358,517 $143,653 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $381,457 $383,517 $168,653 City Exemption Value 1 $50,060 $50,000 $50,000 Taxable Value $356,457 $358,517 $143,653 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $356,457 $358,517 $143,653 Sales Information OR Previous Price Book- Qualification Description Sale Page 01 /14/2016 $485,000 29949 Qual by exam of deed 2585 01/01/2006 $0 24241- Sales which are disqualified as a result of 0521 examination of the deed 09/01/2003 $335,000 21653- Sales which are qualified 2092 01/01/2001 $0 20181- Sales which are disqualified as a result of 4960 examination of the deed The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version Fenceo Good S de 0 ``� The verticz: and horizontal supporting members of a fance sha l face the LOT 15 inter'o• of tf j p 0' o, v. - ch the fE rce 's IbOtTd J 4 BLOCK 5 and the fi-i sled side shall face We aaLoeK 5 lot -or any dautt -ig right-of-way, — - - o '..'.'.'.'..'..'.:.'.'.'.'...: lO t ASPHALT PAVEMENT ALLEY' 8O_OQ8c �o 0 F.LP. 1/2" RECEIVED 14.10' AUG 17 2018LO r ,CONC t 47,1 9.901 Y 59.95' META �V SHED o �./ ONE STORY t; in o AW4 RESIDENCE 1` 5 # 10635 35.55' 0• _ o ccI O fV C:Ca cII N N O CORAL Ki ri STONES R7 U B O o U tn a.1 1= UJ O a)o -a . � ?015 a) -0 .� �' 0 1.7' u F o c AC o ^ I •' Cm o 0) c_ c .o c 1015 24.40' , a 42 co U 0- GONG f- CL 7 " � c - I i • LL c,i .� co o : , DRIVE. .y N � CV rV - o IE9 a� F.I.P. 112" F1'P' 1/2"330.00' LNjo— 2At n............ r r• rr PA o'y L ad �1• Z W r�y • Y EXTENDS ONTO PARKWAY. MAP OF BOUNDARY SURVEY Property Address: 10635 NE 10 COURT MIAMI SHORE, FL 33138 nlineLand SURVEYORS,INC. 15271 NW 60 AVE, Suite 208 Miami Lakes, FL 33014 www.OnlineLandSurveyors.Com SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY THAT THIS'BOUNDARY SURVEY' IS A TRUE AND CORRECT REPRESENTATION OF A SURVEY PREPARED UNDER MY DIRECTION. THIS COMPLIES WITH THE MINI STANDARDS, ASSET FORTH BY THE STATE OF FLORIDA BOARD OF P SIONAL SU RS AND MAPPER IN CHAPTER 5J-17.051, FLORIDA ADMINISTRATIVE CO U(tSUANT TO SEC 472.027, FLOIRDA STATUTES. `�Rt 1 F I C/IR f No. 5101 STATE 0 V 9R"FLORI OP' SIGNED `ems. 'FOR THE FIRM MIGUEL ESPINO SURVE P.S.M. No. 5101 STATE OF FLORIDA NOT VALID WITHOUT AN AUTHENTIC ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL AND/OR THIS MAP IS NOT VALID WITHOUT THE SIGNATURE AND ORIGINAL RAISED SEAL OF A LICENSE SURVEYOR AND MAPPER. Survey Date:11/23/2015 Survey Code:0-21622 Page 1 of 2 Not valid without all pages. Cesar I. Castillo RE 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 Cesar 1. Castillo, PE Florida Reg. # 68447 6385 NW 43rd Terrace, Coconut Creek, FL 33073 Ph: 954-803-8968 - Fax: 954-586-3601 Cover Sheet Rational Analysis A Structural Calculations PROJECT: WOOD FENCE AND GATES FOR FRANK GAVIRA RESIDENCE '....' ADDRESS: 10635 NE 10" CT, MIAMI SHORES, FL, 33138 ": APPLICABLE CODES ' ' - FBC 2017 - ASCE 2010 - ACI 318-14 - NDS 2015 !STRUCTURAL' ZE b1J 1APPROVED DAT These Calculations contain manual and computer generated structural calculations. Computations were performed to the best of my knowledge according to sound and generally accepted engineering principals and Code requirements. The sign and seal provided herein is meant to cover all computation sheets pages 1 through 9. 'gA V Cesar Castillo P.E. v(1118 Florida Reg.: 68447 1 Cesar I. Castillo RE 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 PROJECT: WOOD FENCE AND GATES ADDRESS: 10635 NE 10t' CT, MIAMI SHORES, FL, 33138 TABLE OF CONTENTS 1. DESIGN CRITERIA...................................................................................................................................3 2. LOADS ......................................................................................................................................v,�,:�......4 3. NEW WOOD FENCE CALCULATIONS *.....+�.t..........��......6 .................................................................... . .. . . '��"' " '......7 4. NEW WOOD GATES CALCULATIONS ................................................................ ... ........... ... ..... .... . *0 0 6 .... V ..... ...... ... . ••••• ......04, . . . . ...... Computer Programs Used: • ...... • Mecawind •� 0 Cesar Castillo P.E. 7/17/l$ Florida Reg.: 68447 2 Cesar I. Castillo P.E 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 1. DESIGN CRITERIA Desien Parameters • Florida Building Code, 2017 Edition • Wind Parameters: ■ ASCE 7-10 ■ Wind Velocity= 115 MPH (h<=6'-0") ■ Risk Category= II ■ Exposure= D ■ Kd= 0.85 ■ Kz= 1.03 Materials Used • Concrete Strength at 28 days - 3000 psi • Reinforcing - 60,000 psi • Wood Fb=1100psi (SYP) Design Loads • Refer to Section 2. •see • • . . .... .••••• .. . .. . • • • • ...... • • . ..... . ...... .... . ••••. ...... ... . ..... 00 • •••..• . . . . . . • • • • • • . .••••• .. . .. . • 00 • 3 Cesar I. Castillo RE 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 2. LOADS Wind Loads (See report) Nat = 21.5psf *0.6 = 12.9PSF (ASD) SOIL PROPERTIES ysoi1=100pcf Ka=0.33 Kp=3.0 • . . . .... ...... . MecaWind Pro v2.2.7.7 per ASCE 7 0-be1'0 " Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com �••�•� • • Input Parameters: Other Structures & Building Appurtances MWFRS (Ch 29) •••• • ••�••• Basic Wind Speed(V) = 115.00 mph •••••• ••• • ••••• '•i Structural Category = II Exposure Category = • ••� •••••• Natural Frequency = N/A Flexible Structure = alp••.• •• Importance Factor = 1.00 Kd Directional Factor = 0.485 • • • Alpha = 11.50 Zg = 700.100 ft • :•••:• •••••• At = 0.09 Bt = 1.407 • • • • Am = 0.11 Bm = • 0 lv. • •••.•• 00 • • 0 Cc = 0.15 1 = 650.00 ft • • • Epsilon = 0.13 Zmin = 7.00 £t 9• B - Horizontal Dim. = 10.00 ft Ht- Grade to Top of Sign= 6.00 ft W - Sign Depth = 0.50 ft S - Vertical Sign Dim. = 6.00 ft Bs- Ratio of B / S = 1.67 Sh- Ratio of S / Ht = 1.00 E - Solidity Ratio = 100.00 % Elb - Base Elevation = .00 ft Gust Factor Calculations Gust Factor Category I Rigid Structures - Simplified Method Gustl: For Rigid Structures (Nat. Freq.>l 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)^Ep3ilon = 535.47 ft Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5 = 0.97 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 Elev Kz Kzt qz W_Pres_Cf( 1.42) ft psf psf ----------------------------- ----------------- 6.00 1.03 1.00 17.789 21.47 Note: W Pres Cf is Wind Pressure based on Cf(Force Coefficient) Figure 29.4-1: Wind Loads for Solid Signs & Freestanding Walls 4 Cesar I. Castillo RE 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 CaseA %VU14 O1se B 08 WA p4qt Cf - Force Coefficient = 1.42 •••• •• • • • • Rd - Reduction Factor (1-(1-E)^1.5) = 1.00 •••••• •• • Kz = 1.03 • Kzt = 1.00 •••••• • Qz = 17.79 psf •••• • • • • •••••• Wind Pressure at Elevation 6 ft = 21.47 psf •••• • Notes: 1) Signs with openings comprising < 30% of gross area are considered• soalidisigns•••• i 2) Force Coefficients for solid signs with openings shall be multiplf9d 10� Rd •• 3) Case C only applies when Bs >= 2 •••••• • 5 Cesar I. Castillo RE 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 3. NEW WOOD FENCE CALCULATIONS Fences 6'-0" High and 5'-0" High have been detailed as per FBC 2017 232, hence, no additional calculations required. 11 Cesar I. Castillo RE 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 4. NEW WOOD GATES CALCULATIONS Check Wood Planks (IA) Tributary Width= 4" Span= 4'-6" Moment=M= w82 = (12.9*0.83)*4.s2 = 10.771b — f t = 1301b — in Fb=1100psi (SYP) Sxx Req=M = 130 = 0.12in3 Fb 1100 •'• Use 1x4 SYP Wood Plank, Syy=0.32in3 >0.12in3 OK (See NDS table below• Use (4) 10d Galv. Nails ...:.. Double Cantilever Member (2x6) • Tributary Width= 3'-0" ••�••� Spans= 2'-8" / 2'-8" w12 (12.9*3)*2.672 • ' Moment=M= a = 2 = 1381b — f t = 16551b — in • .. Fb=1100psi (SYP) Sxx Req= b = 1600 55 = 1.51in3 Use (1) 2x6 SYP Wood Member, Sxx=2.063in3> 1.10in3 OK (See NDS table below). Diagonal Member (2x6) (Simply Supported when gate closed) Tributary Width= 1'-7" Span= 6'-3" Moment=M= w82 — (12.9*1.88)*6.252 = 1001b — f t = 12001b — in Fb=1100psi (SYP) Sxx Req= b 1200 00 = 1.10in3 Use (1) 2x6 SYP Wood Member, Sxx=2.063in3> 1.10in3 OK (See NDS table below). 7 Cesar I. Castillo RE 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 Table 16 Section Properties of Standard Dressed (S4S) Sawn Lumber Standard Area X-X AXIS Y-Y AXIS Approximate weight in pounds per linear toot (ibsM) Moment Moment Nominal Dressed of Section of Section of of piece when density of woodequals: Size Size (S4S) Section Modulus Inertia Modulus Inertia b x d b x d A 5„ I� Sn 1,, 25 lbs✓<t' 30 lbsW 35 IbWW 40 lbslft' 46 IbsW 50 lbs/ti' in. x in. in' in.' in.` in' in.` Boards' 1 x 3 314 x 2-12 1.875 0.781 0.977 0.234 0.088 0.326 0,391 0.456 0.521 0.586 0.651 1 x 4 3M x 3-12 2.625 1.531 2.680 0.328 0.123 0.456 0,547 0.638 0.729 0.820 0.911 1 x 6 314 x 5-1/2 4.125 3.781 10.40 0,516 0.193 0.716 0,859 1.003 'IA46 1.289 1.432 1 x 8 3/4 x 7-1/4 5.438 6.570 23.82 0.680 0255 0.944 1.133 1.322 1.510 1.699 1.888 1 x 10 3/4 x 9.1/4 6.938 10.70 49.47 0.867 0.325 1.204 1,445 1.686 1.927 2.168 • RA99 1 x 12 3/4 x I IA14 8.438 15.82 88.99 1.055 0.396 1.465 1.758 2.051 2.344 2.637 Dimension Lumber see NOS 4.1.3.2 and Deckin see NOS 4.1.3.5 • • • 2 x 3 1-12 x 2-1/2 3,750 1.56 1.953 0.938 0.703 0.651 0.781 0.911 IIA2 1.172 • 24 2 x 4 1-12 x 3-12 5.250 3,06 5.359 1.313 0.984 0.911 1.094 1.276 ItAS1 • 1.641 •1.8i3 2 x 5 1-1/2 x 4-12 6.750 5.06 11.39 1.688 1.266 1.172 1.406 1.641 4 049 4 • 2.109 2 844 2 x 6 1-1/2 x 5-1/2 8,250 7.56 20.80 2.063 1.547 1,432 1.719 2.005 242p20 2.578 2.865 2 x 8 1-12 x 7-1/4 10,88 13.14 47.63 2.719 Z039 1.868 2.266 2.643 6.021 0 3-398 • V"& 2 x 10 1-1/2 x 9-114 13.88 21.39 98.93 3,469 2.602 2-409 2.891 3.372 3 .W 4.336 4.818 2 x 12 1-1/2 x 11-1/4 16.88 31.64 178.0 4.219 3.164 2.930 1516 4.102 1'tr ; 5.273 • SP51 2 x 14 1-12 x 13-1/4 19,88 43.89 290.8 4.969 3.727 3.451 4.141 4.831 E 621• 6.211 6.961. 3 x 4 2-12 x 3 1/2 8.75 5.10 8.932 3.646 4.557 1,519 1.823 2.127 -443b • 2-734 3038 3 x 5 2-12 x 4-1/2 11.25 8.44 18.98 4.688 5.859 1.953 2.344 2.734 126 3.516 3.906 3 x 6 2-12 x 5-112 13.75 12.60 34.66 5.729 7.161 2.387 2.865 3.342 .819 4.297 • • .69:4 3 x 8 2-12 x 7-1/4 18.13 21.90 79.39 7.552 9.440 3.147 3.776 4A05 S.034 • 5.664 6.293 3 x 10 2-12 x 9.1/4 23.13 35.65 164.9 9.635 12.04 4.015 4,818 5-621 8424 • 7.227 • QQ90 3 x 12 2-12 x 11-1/4 28A3 52.73 296.6 1112 14.65 4.863 5.859 6.636 7.813 • 8,789 •0. fi? 3 x 14 2-1/2 x 13-1/4 33.13 73.15 484.6 13.80 1725 5.751 6.901 6.051 9,201 10.35 11.50 3 x 16 2-1/2 x 15-1/4 38.13 96.90 738.9 15.89 19.86 6.619 7.943 9266 10.59 11.91 13.24 4 x 4 3-12 x 3-12 12.25 7.15 12.51 7.146 12.51 2.127 2.552 2.977 3.403 3.828 4.253 4 x 5 3-12 x 4-112 15.75 11.81 26.58 9.188 16,08 2.734 3.281 3.828 4.375 4.922 5.469 4 x 6 3-12 x 5-12 1925 17.65 48.53 1123 19.65 3.342 4,010 4.679 5.347 6.016 6.684 4 x 8 3.1/2 x 7-114 25.38 30.66 111.1 14.80 25.90 4A05 5,286 6,168 7.049 7.930 8.811 4 x 10 3-12 x 9414 32.38 49.91 230.8 18.89 33.05 5.621 6.745 7.869 8.993 10.12 11.24 4 x 12 3-1/2 x 11-1/4 39.38 73.83 415.3 22.97 40.20 6.836 8.203 9.570 10.94 12.30 13.67 4 x 14 3-12 x 13-1/4 46.38 102.41 678.5 27.05 47.34 8.051 9.661 11.27 12.88 14A9 16.10 4 x 16 3-12 x 15-1/4 53.36 135A6 1034 31.14 54.49 9.266 11.12 12.97 14.83 16.68 18.53 Rl Cesar I. Castillo RE 6385 NW 43rd Terrace Coconut Creek, FL 33073 Ph: 954-803-8968 Critical Post (4x4) (Cantilever) Tributary Width= 4'-6" Span= 6'-0" Moment=M= 212 = (12.9* .5)*6.02 = 10451b — f t = 12538b — in Fb=1100psi (SYP) Sxx Req=Fb cD 00 112538 = 7.12in3 Use (1) 4x4 SYP Wood Member, Sxx=7.14in3> 7.12in3 OK (See NDS table below). Post Foundation -Design •••• • _ ,,••..a• c. . ••a••• M: 104JjCg..Ft-Lbs 0 . _....... P: 349.99ee Lbs . , :••••: _.: b: ; Ob... 0Ft ..... Soil Density: ' 106,88:•:PCF • •• .. •�% Angle of Friction: 30.00 . �Degrw • • • • Ka: 0.31. . .. . _. •. .. • _ �_..._ , .........:. ..... Kp: i 3.00 .. . Mo , 2092.00 Ft-Lbs 1 Mr: 3361.50 Ft-Lbs _ SF:; 1.61 OK f 1 f+ N 0 ocm 0 i p oo for c s� o cr) '� t 46 o CD m -1 z O o z m o cr C) �O Z S I y n O _ f�! m = I m c� 99'-11" c o � I I � o O IV ^ z o q F a C n° -i -i ® n O m D� D = N Z fTl m y QO rv70ocn �o Z _0 `J z 1 N z rn m � CD m I n = m c cn r D m = C Z 70 m r < (D/) o i z D m O m m C)m i= m � z 1 .. O � O m I z = • • • • • • • • • • • SHEET DESCRIPTION: • • • R IS t : •; TT SITE PLAN AND NOTES NEW FENCE AND GATEAIR - • • CUSTOMER GAVIRA RESIDENCE LOCATED AT •?NITIAL• r • • `//1S/$0'18 SHEET: S1 OF 2 C_ • " • • FRANK GAVIRA CESAR I. CASTILLO P. E. • • +- C,—Bing Enginea1 FL.6 7 10635 NE 10th CT, MIAMI e a • • 6W NW. <31d,ERRACE, • ••----- C OCONUT CREEK, FL3 73 SHORES, FL, 33138 • • • • • • ► • Fh...:�95a)60&8968 Fax 1954)s 63601 4X4 PT WOOD POST 4'-0" MAX. O.C: +6'-0 T0P OF FENCE DETAIL 1 /S-2 SCALE: 3/8"-l'-0" 4X4 PT WOOD POST 5'-0" MAX. O.C: +�5'-0�" FENCE DETAIL 2/S-2 SCALE: 3/8"-t'-0' 1X4 PT WOOD PLANKS HOLE 1= I I==1 I I''' �• I' 1= 10"0)CRETT II FILLED 1 HOLE 2X4 PT WOOD RAILS ATTACHED TO POST W/(4) 10d GALV. NAILS (MIN.) 4X4 PT POST SPACED 4'-0"- MAX. 0/C WOOD PLANKS %" MIN. THICKNESS ATTACHED TO EACH RAIL W/(2) 6d GALV. NAILS. _ FINISHED SIDE OF WOOD FENCE MUST FACE OUTWARD TOWARD NEIGHBORING PROPERTY --n-r' IIIi ��11 flP I ' 10"0 - CONCRETE SECTION A S-2FILLED HOLE '-=~ SCALE: 3/8"-l'-0 4X4 PT WOOD POST 4'-0" MAX. O.C. REFER TO 2X6 PT DETAIL +V WOOD 5/S-2 T. 0. W. F. rF;-1 HINGE (TYP.) --/ 2X6 PT WOOD 4X4 PT WOOD POST 4'-0" MAX. O.C. 2X6 PT WOOD co NOTE: 1X4 PT PLANKS 2X6 PT NOT SHOWN FOR CLARITY WOOD = U +0'-O" Q GROUND N I - I- I 10°0 II L- CONCRETE - — DETAIL 3/S-2 I •••'' I ••' — SCALE: 3/8'-1'-0" - FILLED HOLE +6'-0" T. +5'-O" REFER TO T. DETAIL n 5/S-2� I I 2X4 PT WOOD RAILS 1X4 PT WOOD ATTACHED TO POST PLANKS W/(4) 10d GALV. NAILS (MIN.) 4X4 PT POST _ SPACED 5'-0" MAX. 0/C _o I WOOD PLANKS %" MIN. THICKNESS - ATTACHED TO EACH RAIL W/(2) 6d GALV. NAILS. o �n FINISHED SIDE OF WOOD FENCE j MUST FACE OUTWARD TOWARD NEIGHBORING PROPERTY r 1I- 100 CONCRETE »I=1 FILLED HOLE I�illlii��ll— SECTION B/S-2 SCALE: 3/8'-l'-0" w o 5� JLLUih a U •azsa, V) Lu Q W � o f~ z HINGE (TYP.) NOTE: 1X4 PT PLANKS"WOOD . . 1 ""' w. 'r o f • •• :4 •• NOT SHOWN FOR CLARITY " '• " •+0-0"J.. U ' • z .. fro z GROUND III III- ' :...:. ....:. . a ...... . •. 10 W DETAIL 4/S-2 - - • ' H a o CONCRETE •.•• •.r W SCALE: 3/8" 1' 0' _ I FILLED HOLE C� — W 22 1rv L r" _ 1 W G C7 Z J NIX W s D , W ca ww P N4'X4"XO'-8'; (EA SIDE t1�� Q.� N W n o= W/(2) Y"0 THRCf`$OLT- � W U. a �,. a cz 0 0 � WOOD SCREW DETAIL 5/S-2 scREw SCALE: i'-i'-o' f\ J Z dCD cn p N CE c Q O — VJ p z N 0 w w � =w