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FW-11-1836i Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 165190 Permit Number: FW -10 -11 -1836 Scheduled Inspection Date: December 14, 2011 Inspector: Bruhn, Norman Owner: GODDARD, ALLAN Job Address: 565 NE 105 Street Miami Shores, FL Project: <NONE> Contractor: HOME OWNER Permit Type: Fence/Wall Inspection Type: Final Work Classification: Iron/Ornamental Phone Number (305)759 -7502 Parcel Number 1122310140290 Building Department Comments ALUMINUM SWING GATES WITH FENCE IN BACK YARD Pa•,eai /yi6i1 Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments December 13, 2011 For Inspections please call: (305)762 -4949 Page 15 of 53 Miami Shores Village 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 BUILDING Permit No. FLO 11--1 ;c PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING r� OWNER: Name (Fee Simple Titleholder): Allan Goddard Phone# Address: 565 NE 105 Street City: Miami Shores State: FL ZAP: 33138 Tenant/Lessee Name: Phone#: Email: JOB ADDRESS: 565 NE 105 St City: Miami Shores County: Miami Dade tip: 33138 Folio/Parcel#: Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: Phone#: Address: City: State: Tap: Qualifier Name: Phone#: State Certification or Registration #: Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer. Phone#: Value of Work for this Permit: $ . e3 Square/Linear Footage of Work: Type of Work: Addition °Alteration DNew ORepair/Repiace Description of Work: Aluminum Swing gates with fence in back yard. CODemolition *******ss+as* ***** $e* * ***** * ****ter **** * ** ***********trt ****+ **s *****easa*sse • do Submittal Fee $ r Permit Fee $ 7 (J(/ CCF $ CO /CC $ ts) Scanning Fee $ - Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Narne (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 constt action 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 r Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this___, day of 7 L-D 20 , by A-( AP.--f--A Cor i)DiA day of , 20 __. by who is personally known to me or who has produced - who is personally known to me or who has produced As identification and wlq Miliiiiiiw as identification and who did take an oath. 1�' 1p y'O NOTARY PUBLIC: =�jibGaisi9oe 113°. ei(I�n�`t'�fr v ' _ Sign: •e 0 9a/e I Print: ',�� ' �lU B .. `\�`I My Commission Expires: /l /lira nUq���� #*## ii###### t########## it### R##### s########## tR# i# ttRMt##tM # #FM## #i## # #iRA#y+Mt# �t t## ###!t ## yf>�J APPROVED BY ret . Plans Examiner �I ` 4 //Zoning NOTARY PUBLIC: Sign: Print: My Commission Expires: (Revised O7 /10/07MRevised O (I10/2009NRevised 3'!5/09) Structural Review Clerk 1 Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax (305)756 -8972 Folio Number:1122310140290 Owner's Name: ALLAN GODDARD Job Address: 565 105 Street Miami Shores, FL Owner's Phone: (305)759 -7502 Total Square Feet: Total Job Valuation: $ 500.00 37 Contractor(s) Phone Primary Contractor HOME OWNER Yes Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 10/21/2011: Yes Comments: 40 SQ FT AREA IS REQUIRED ON PROPERTY ALONG REAR PROPERTY LINE FOR TRASH. OFTEN 5 FT x 8 FT IS PROVIDED. 10/21/11 NEW PLAN OK Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 Fax (305)756 -8972 Permit NO. FW -10 -11 -1836 Issue Date: Not Issued Expires:Not Issued Folio Number:1122310140290 Owner's Name: ALLAN GODDARD Job Address: 565 105 Street Miami Shores, FL Owner's Phone: Total Square Feet: Total Job Valuation: (305)759 -7502 Contractor(s) HOME OWNER Phone Primary Contractor Yes 1 Planning and Zoning Criteria and Comments Approved: No Date Denied: 10/7/2011 Comments: 40 SQ FT AREA IS REQUIRED ON PROPERTY ALONG REAR PROPERTY LINE FOR TRASH. OFTEN 5 FT x 8 FT IS PROVIDED. Evi � , 3 %!7'!1 1( Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT s NAME: \>.\\. n co a an, c,--1 DATE: 1© ( (l 1 #' ADDRESS: -6--.5 -1(1 ° L ®s 5ta-_®A, 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 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; l 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. I 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 I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. I 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. I 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 and contracts. Initial 4. I 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 lease, which violates the exemption. Initial FL.`" 5. I understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. Initial S� 6. I 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 county or municipal ordinance. Initial 7. I 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. Initial 8. I 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. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govem 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. I 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 : /lwww.mvtloridalicense.com/dbor /pro /cilbliindex.html Initial 11. I 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 the proposed construction activity at the following address: Initial 12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial 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 contractors workers compensation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and retumed 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. Was acknowledged before me this te day of [3 , 20 1 By AEI CetIMAraD who was personally known to me or who has Produced there License or '�-- t 0 \\\\\.Aligl ,Atj1f� /cation. ■ r, ° °ate OWNER = �. " - '/ /6.i i i - ` /0/1(111101°'''' • Estern Engineering Group 3401 NW 82nd Avenue Suite 370, Doral, FL 33122 -1052 T. 305.599.8133 » F. 305.599.8076 * www.easterneg.com • ocr GODDARD RESIDEN€E, s PICKET FENCE & GATE 565 N.E. 105 r N' v.._.ET, MIAMI SHO STRUCTURAL Prepared By: ❑ Raissa Lopez, PE Lic. No. 59399 Job No: 11 261 r ONS Prepared By: ❑ Gonzalo Paz , PE Lic. No, 60734 zg :::= 900.0(1 • • Project Name:11 261 Goddard Residence Date:08 /25/11 L2 95. Wind Velocity (mph) Topographic Factor Wind Directionality Factor (see Table 6-4) ASCE -05 Kd =0.85 Importance Factor (see Table 6-1) ASCE -05 Category I Gust Factor (Flexible Structure) Net Force Coefficients Cf (see Figure 6-22) Flat -Side Members Rounded Members for c <=0.1 2.0 1.2 -0.8 for 0.1 to 0.20 1.8 1.3 0.9 for 0.3 to 0.7 1.6 Values for Terrain exposure constants a and zg: Exposure B— Value a =7 , Value zg =1200 Exposure C— Value a =9.5 , Value zg =900 Exposure D— Value a =11.5 , Value zg =700 Z° =,50:0(1 5:00 Z := if(Z < 15,15,Z) Z Kz := 2.01 — zg 2 ) a iAct Height of Sign or Roof Mean Height of a Building (ft) Solidity Ratio of Sign ( %) qz := 0.00256•Kz•Kzt•Kd•u2•I pz qZ G•Cf pz.EQ := max pz s ,10 100 Eastern Engineering Group psf Gross Wind per Actual Solid Area (psf) Equivalent Wind in Overall Area (psf) O Engineering Group ila;44 3401 NW 82nd Avenue Suite 370, Dotal, FL 33122 -1052 T. 305.5.99.8133 • F. 305.599.8076 • www.oasterneg.com PROJECT NAME & No.: DATE: PG: 20' -0' SWING GATE SCALE. 5/V.P -m' Atvq1160k-( CoAT--6 Pos-r DE-51 bi? i/6) A-10,413 .(6.ou-m)f-L. �v= >200(?5c • oD,'/oDLDA-0:: /0/7e-4 (ee 4t)//1/4-o L_DA-OCeet&o(a4o1) - ion 110...,/0/,/(,..,_/0/zyk- 6,, L\___\ r ", G,L oa n to'C2 _ / s� /loZ szz 0,( =_ .)(-26.-5,_ (,-0165 S& r!o & TR2c-)pe-exieS 5)c-,1•4_= .2.42 (S -eaArP 0 /t--//s,„ m---(z)/2,42.,_ 6062 , f();-_ 266- .40 rsL. G �v et) 1V44. forsosEastern Engineering Group 4ra7 3401 NW 82nd Avenue. Suite 370, Doral, FL 33122 -1052 T. 305.599.8133 • F. 305.599.8076 • www.easterneg.com DE- (o r2- T E. .,� per._ (DEO Low z /10/- (GO/ b‘),I) Lo V a 4 (A) = 5 ibM 17? = 1 0 pW6.) -&-044,1 ion qx;=_- kt) LX2_7-2( z/ 6)2 ;G- 0-7ex)/6-;4 /L„4 /40- e Ic ! I 11I1 it 1 01 sr.)(ic&e = 750C) d-/k tqY te) 7(0,t13 2532, 7.261 -) s LA ,k /. o5 OK_ t (1)(46.tkeD (1,0brzsi-- Mdci/e_ zt,0 6j,cx PROJECT NAME & No.: DATE: PG: ,u .K)( ti x • • Project Name:11 261 Goddard Residence Date :08 /25/11 Allowable Stresses for Aluminum 6063-T6 (psi) 6063-T5— (psi) 6061 -16 (psi,) 6005 -T5 (psi) Fb 15000 9500 19000 19000 (Tubes & Shapes) ! , 11500 61 24000 24000 Fb 18000 (Round &Oval) `� Fv 8500 5600 12000 12000 Tubes, Shapes & Round . m E 10100 ksi 10100 ksi 10 100 ksi 10100 ksi White bars apply to nonwelded members and to welded members at loc. fathers than 1.0 in from a weld Shadded bars apply to within 1.0 in of a weld Allowable Stress for Aluminum Welding: Aluminum Filler Alloy 5356 F■=7000 psi Allowable Stress for Steel Strong and Weak Axis Allowables Stress for Tube Steel Shape: Fb =23760 psi, Fv =14400 psi for Fy =36 ksi E =29000 Ksi Fb =33000 psi, R=20000 psi for Fy =50 ksi E =29000 Ks Allowable Stress for Steel Welding: Welding: E-70)0( FF21000 psi Allowable Stress for Stainless Steel Strong and Weak Axis Allowables Stress for Tube Steel Shape: Fb =16216 psi, Fv =9189 psi for (SS 304) Fy =30 ksi E =28000 Ksi Fb =24325 psi, Fv =13514 psi for (SS 304 1/16 Hard) Fy =45 ksi E =28000 Ksi Fb =40540 psi, Fv =22702 psi for (SS 304 1/4 Hard) Fy =75 ksi E =28000 Ksi Fb =59460 psi, Fv =30270 psi for (SS 304 1/2 Hard) Fy =110 ksi E =28000 Ksi Allowable Stress for Steel Welding: Welding: E318 or E309 Fv=19200 psi Allowable Stress for Wood Strong and Weak Axis Allowables Stress for Lumber No.2 Non Dense (2 "-4" thick): Fb =1350 psi, Fv=175 psi for 2 "-4" Wide E =1400 Ksi Fb =1150 psi, Fv=175 psi for 5 "-6" Wide E =1400 Ksi DESIGN INFORMATION: Florida Building Code 2007 AISC Manual of Steel Construction, NDS-ASD for Wood Construction, ASCE 08-07 Specification for the Design of Cold- Formed Stainless Steel Structural Members, Aluminum Design Manual 2005 Wind Loads, ASCE 7 - 05 DESIGN LOADS: Handrail Design Loads: Concentrated Load = 200 lbs. applied at any point in any direction. Uniform Load = 50 pif applied in any direction (other than dwelling units). Guardrail System Loads: Concentrated Load = 200 lbs. applied at any point in any direction at the top of the guardrail (other than dwelling units include a load of 100 Ibs applied vertically downward at the top of guardrail). Concentrated horizontal load of 50 Ibs applied on a 1 sq ft. area at any point in the system. • • A A L Railing Span (in) Post Height (in) }9 wind := 10.OG q50`:= .( 00 P5.0; =. L 0 H,post Vertical Load Horizontal Load Wind Pressure (psf) Single Concentrated Load (Ibs) Railing P= 200.00, Fence P =0.00 Uniform Distributed Load (pif) Railing q= 50.00, Fence q =0.00 Single Concentrated Load (Ibs) Railing P= 50.00, Fence P =0.00 9000.00 FV 5 000.00 ".21 'T 0.68 33'x 0:3:3 psi psi Vertical Loads in3 .2 in Horizontal Loads in3 9000.0 FvIT 5000.00 SYBT° psi psi .3 in .2 in 000,01 0.04 0.93 psi psi .3 m .2 m 800.00 Sxp a= 0.07 psi psi .3 in .2 in • • ,2-411,7 et1 ,1,14r " Concentrated Load = 200 Ibs. P2o0.(L — 4) MTR.200 5 Uniform Load = 50 Dif MTR.50 := 0.1012.H.(L — 4)2 12 q50 For Wind Pressure Clwind Hpost 2 MTR.wind := 0.125. (— .(L — 4)2 144 ) 2 MTR := Max(MTR.200 MTR.50 MTRwitid) Concentrated Load = 200 Ibs. VTR.200 := P20PS Uniforrn Load = 50 pif c10 VTR.50 := 0.6. H•Ia 12 For Wind Pressure VTLwind := 0.6{- - L Chvind) Hpost 144 2 VTR200 2 VTR50, VTR.wind) VTR := Bending Design: Section Modulus Required MTR STR.min FbTR Shear Design: Area Required 1.5.v11* ATRaun FVTR BEND1NGtop := if(STR.min min(SxTR, SyTR) , "N.G" , "OK" ) SHEARtop := if (Ammo, ATR, "N.G" , "OK" ) 'f;TOsrV, , ",,Alrfw•AA A . 41iir,fra alfp. in — lb in lb in — lb in — lb Ibs Ibs lbs Ibs in3 in2 ,!.sto..kgwmf • • Concentrated Load = 200 Ibs. RPT.200 = P200 Uniform Load = 50 pif RPT.5O := 1.1•( �J•L For Wind Pressure 9wind RPT.wind = 1. ( 144 L RpT :_ RPT.200, RPT.50, RPT.wind) MPT :_ " "`^I m""IRPT.2o0, RPT.5O) •Host, RPT.wm VpT := RpT Bending Design: Section Modulus Required: SPT.mm PbPT MPT Shear Design: Area Required: 1.5•VyT APT.min FvpT BENDINGpost := if(SpT.min Z SxpT, "N.G" , "OK" SHEARpo := if(ApT.min z ApT, "N.G" , "OK" ) HPost) 2 Ibs Ibs Ibs in - Ib lbs. in3 in2 • • H. Loaded Area 1 ft ^2 Assume three pickets acting simultaneously Pso 1 °picket := 12 3 gpicket := max(25, gwind) MPK 6•hpk•wpicket — picket• 18, H. Loaded Area 25 PSF (MIN) 3051 post %j I% A 4 I j hpk II 4.0000 �• 4.0000 2.0000 Assume three pickets acting simultaneously Pso 1 °picket := 12 3 gpicket := max(25, gwind) MPK 6•hpk•wpicket — picket• 18, H. Loaded Area 25 PSF (MIN) gpicket'4•hpk 2" 144.8 j hpk := Hpost — 2 \ (opicket•72 gpicket4hpk V PK := 12w pik hpk ' 144.2 Bending Design: Section Modulus Required: MPK SPK.mm FbPK Shear Design: Area Required: APK.m►n 1.5•VpK FvpK BENDINGpicket := if(SPK.min SXpK, "N.G" , "OK" ) SHEARpicket if (APK.min , "N.G" , "OK" ) lbs in psf in-lb lb in3 in2 a post I% hp[ �• 4.0000 4.0000 2.0000 gpicket'4•hpk 2" 144.8 j hpk := Hpost — 2 \ (opicket•72 gpicket4hpk V PK := 12w pik hpk ' 144.2 Bending Design: Section Modulus Required: MPK SPK.mm FbPK Shear Design: Area Required: APK.m►n 1.5•VpK FvpK BENDINGpicket := if(SPK.min SXpK, "N.G" , "OK" ) SHEARpicket if (APK.min , "N.G" , "OK" ) lbs in psf in-lb lb in3 in2 a • • Uniform Load = 50 pif MBT.5O = 0.1012• �}L2 For Wind Pressure MBT.wind 0.125 gwindl Hpost — 2 4)2 /I (L -4) 144 2 MBT := max(MBT.50,MBT.wind) Uniform Load = 50 pif g50 VBT.50 = 0.6• 12 .L For Wind Pressure 1 (clwind) VBT.wind = 2 144 .L 2 VBT := max(VBT.50, VBT.wind) Bending Design: Section Modulus Required: MBT SBT.mm 'T Shear Design: Area Required: ABT.min - FvBT VBT BENDINGbottom if(SBT.min Z SyBT, "N.G" , "OK" ) SHEARtVm := if (ABT.min ABT, "N.G" , "OK" ) Ibs Ibs in3 in2 in — lb in lb in — Ib Ibs • Massnos w Gs11 - dent Ammo 10000 Area - 02403 trME Cep - 3636.6794. 78728031 In bac - 40236 M' 4 01506 81.4 I.Ly - 0.11421n"4 Pxy - 0=0le4 roc - 43132 In r'y - 47916 In Sotmax - Sxx x41 s ni?F - 0.0863 in^3 00324 bM3 I .3 Ix'x' - 1� IrN 4 Wy' - 3178978 M^4 Jz' 180714723349 OM Px'y' cc ^68709093727 OM rx'x' 70723541 in ry'y' - 3636.7892 In Into - 0.136 111^4 Lin - 00 6 br'4 PrInciP l exec angle of rotates - 0.0032 • MassPlus W min - Covenant Arena 10000 Area - 19375 bM2 Contralti - 3850.4854, -7874.3108 In bac - 4.8538 b "4 4.853B irr•4 Ily - 9.7077 bM4 820D M4 r Pxy -O - 1.5808 In ryy - L5829 In Sxx max - 2.4278 853 Sxx Mn a 2.4850 85`3 Syyyy Nn - 0.4 bM3 bt'x' - 180234828.8733 11'4 2?? - 258192242739 in^4 .if - 1459534501472 131^4 Px'y' - - 556935463604 M4 tyro' c. 71374.3102 ryy - 36544864 in Inax - 4.8538 InM bin - 4.8538 In"4 Prbxlpnl axes angle of rotation - - 44.9999 Sxx lox • Syor min Sy max - SYy rin - 0.5518 h3 0.5518 133.3 0.31318 Itr.3 0,6518 In^3 IIx'x' - 68114698.9414 M4 a 12441095,8195 In.4 .it 70555794.7889 bM4 Px'y - 45520 OM � - 36428701 in Lox - 0.5518 Ite4 Lin - 0.5512 bM4 Principal axes angle of rotation - 0.000 MassPIu* Cc) CSIII - Conponennt Arena 10000 Area - 02316 4M2 Contralti - 365701854, 7872.8101 In bac - 0.0343 W4 Ily m 00685 44 Pxy a .0000 no - 0 In ryy - 03838 in Sxx max - 0.0685 bM3 Sxx mitt - 0.0685 In3 SSyy lin - 02685 tr+3 Ix'x' - 14410300.4096 hM4 Iy'y 3112082.6944In'4 .isJ .17530323/040 m4 Px'y' - - 56985170808 kM4 rx'x' a 7872.13101 In ry'y' - 36572824 In Inax - 0.0343 b "4 bin - 0.0343 bM4 Principal axes angle of rotation - -00000 • Project Naine:11 261 Goddard Residence per.froplii •,,4625100 11)-450 h • .= h_ --post M base P := hpost ,i,e4 MOW,* Pole Height (ft) Base Moment (lbeft) Soil allowable lateral pressure (psf/ft) Diameter of round post or diagonal dimension of square post or footing (ft) Nonconstrai ,r4iffriten-4, d := x <— 0.01 2.34•P while 0.5 • (x-S) b 3 x x + 0.1 d-S S1 .= 1 • 3 1+ P-11 while h 1 + 4.36- 2.34.P ;onstraun 1 2 >x di := x+-0.01 14.25 > x d-S-b x 4— X + 0.1 S 3 d-S • Eastern Engineering Group Date:8126/11 14--Top,post Fpost Sp- Ikrtt.post 41' ft lbs ft psf psf • Mu := 1.7•Mbase Concrete Compressive Strength (psi) 7C•d3 Sm.0 ' 32 Mn.0 5' Sm.C'ro' 144 FLEXUREC = if(Mu 5 0.85•Mn.C, "OK" ,"N.G.") d3 Sm.S 6 Mn.S •= 5'Sm.S'.'144 FLEXURES := if(Mu 5 0.85•Mn.S, "OK" ,"N.G.") Eastem Engineering Group ft3 lbs — ft lbs — ft ft3 lbs — ft • • 3403 NW 82nd Avenue, Suite 320 -B Title : Miami, Florida 33122 Dsgnr: 305.699.8133 Description : 306.599.8076 FAX Scope : Job# Date: 3:35PM, 25 AUG 11 Rev: 580002 User. KW 0804804, Ver 5.8.0, 1-Dec-2003 _ (o)1983.2003 MERCALC'E9gineering Software Pole Embedment in Soil 11 261.eaw:Calculations Description Circular pole with Point & Uniform Loads Code Ref: 1997 UBC 1806.8.2.1, 2003 IBC 1805.7.2, 2003 NFPA 5000 36.4.3 General Information AIIowPassive Max Passive Load duration factor Pole is Circular Diameter Restrained © Surface Summary y Moments @ Surface... Point Toad Distributed load 250.00 +pof 1,500.00 psf 1.000 12.000 in Applied Loads... Point Load distance from base Distributed Load distance to top distance to bottom 0.00 Ibs 0.000 ft 130.00 #/ft 5.000 ft 0.000 ft 0.00 ft-# 1,625.00 With Surface Restraint... Req'd Depth 3.125 ft Pressure © Base... Actual 755.74 psf Allowable 755.74 psf Surface Restraint Force 1,568.32 Ibs Total Moment Total Lateral 1,625.00 ft-# 650.00 Ibs • • 3403 NW 82nd Avenue, Suite 320 -B Title Miami, Florida 33122 Dsgnr. 305.599.8133 Description . 305.599.8076 FAX Scope : Job# Date: 3:37PM, 25 AUG 11 Rev: 500002 User. KIN4304804, Ver 6.0.0,1- Dec•2003 (c) 1983.2003 L'NERCALC Engineering Software Pole Embedment In Soil 11 281.eow.Calauletfons Descripfiion Circular we with Point & Uniform Loads 2x2 x'/ A-L uk-e. TEnbfl, Code Ref: 1997 UBC 1806.82.1, 2003 IBC 1805.72, 2003 NFPA 5000 36.4.3 L cnerai information Allow Failure 250.00 psf Applied Loads... Max Passive 1,500.00 psf Point Load Load duration factor 1.000 distance from base Pole is Circular Diameter 12.000 in Restrained @ Surface unman, Moments @ Surface... Point load Distributed load Distributed Load distance to top distance to bottom 0.00 Ibs 0.000 ft 30.00 #/ft 5,000 ft 0.000 ft With Surface Restraint.. Req'd Depth Pressure @ Base... Actual Allowable Surface Restraint Force 0.00 ft4 375.00 1.875 ft 463.55 psf 463.55 psf 495.50 Ibs Total Moment Total Lateral 375.00 ft.* 150.00 Ibs Project Name:11 261 Goddard Residence Date:08 /25/11 P.ve tical M,act P horizontal h.o Phonzoi ertic. 1500 0G pose 40) po. 4.00 B.grout D.grout U B.post --.I - D.post Horizontal Load (Ibs)....P =200 Ibs or 50 Ibs /ft....for Life Load P =Pwind for Wind Load Vertical Load (Ibs) P =200 Ibs or 50 Ibs/ft Moment (#-in) Post Width (in) Post Depth (in) Post Embedment (in) Minimum Edge Distance (in) gold °= t00000G Equivalent Grout Width (in) Equivalent Grout Depth (in) Grout Strength (psi) fcooncrete = .3000'00 do ha :_ 420.:C Concrete Strength (psi) Hold diameter (Grout Diameter) (in) Concrete Slab Deep (in) • • a := M 2.hef2 + 3• hef Phorizontal Mact 3•hef+ 6. Phorizontal 2 Phorizontal'a P2 :_ hef•(2•a — hef) P1 P2 — Phorizontal Mexternal Mact + (Phorizontal'a) Minternal = P2.3 •a + P123 '(hef — a) Vuhorizontal 1.6•(max(P1, P2)) Vuvertical 1.6•Pvertical in lbs lbs lbs — in lbs — in lbs • • Calc := Cal "N/A" if ha < Cal it 1 E. W.47.i' ° 1112' !0‘ Acone.total TCaicitl Cale r.0441.' D groat B groat) 2 2 2 Bm.nat Acone.post 2 Acone.fmal = 2 A cone.total — A cone.post *111114011 • Vcone.cb fec.no7"--IcreteAcone.final Conditions 4)=0.75 w/ Supplementary reinforcement are crossing concrete failure prism. 4=0.70 w/ No supplementary reinforcement are crossing concrete failure prism. BURSTOUTsh := if (Vuhorizontal 4"Vnone.nb,"N.G." , "OK" ) in 4.01,79, W91971' 61,N kf4tfe#-t•O' 4Mage:AW-S3 r4roula4ti T., .2 In .2 m .2 m lbs lbs GENERAL NOTES* I. ALL WORK SHALL CONFORM TO FLORIDA BUILDING CODE 2001 2. IT IS THE INTENT OF THESE DRAWINGS TO BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION. ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND APPLICABLE CODES SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER 3. EXISTING UTILITIES 51-1OWN ARE BASED ON INFORMATION SUPPLIED BY OTHERS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MET WITH ALL APPLICABLE UTILITY COMPANIES TO VERIFY ALL UNDER - GROUND FACILITIES PRIOR TO THE BEGINING OF CONSTRUCTION. ALL EXCAVATIONS SHALL PROCEED WITH EXTREME CAUTION AT ALL TIMES. IN THE EVENT THAT EXISTING UTILITIES ARE DAMAGED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR OR REPLACE ALL DAMAGES. 4. THIS WORK REQUIRES A BUILDING PERMIT. DO NOT BEGIN WORKING UNTIL A BUILDING PERMIT IS OBTAINED. 5. CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 6. DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. 1. ENGINEER'S VISITS TO THE SITE, AS PER GC OR OWNER'S REQUEST DURING CONSTRUCTION SHALL BE SCHEDULED WITHIN 24 HOURS PRIOR TO INSPECTION. 8. THE CONTRACTOR SHALL MAKE REQUIRED ARRANGEMENTS, SECURE AND PAY FOR ALL BARRICADES, ENCLOSURES, AND FENCING AS NEEDED FOR AND DURING THE PROGRESS TO PROTECT ADJACENT PROPERTIES. S. THE CONTRACTOR SHALL NOT PROCEED WITH ANY ADDITIONAL. SERVICES OR WORK WITHOUT PRIOR NOTIFICATION TO THE OWNER 10.TI -IE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS CONSTRUCTION, AND FOR THE SEQUENCES AND PROCEDURES TO BE USED. II. EXISTING GRADES WERE TAKEN FROM I THE BEST AVAILABLE DATA AND MAY NOT ACCURATELY REFLECT PRESENT CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING WITH CURRENT SITE CONDITIONS, AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO STARTING WORD. 12. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE J05 SITE. ANY DISCREPANCIES BETWEEN PLANS, SECTIONS AND DETAILS OR THE APPLICABLE CODES OR REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER DURING BIDDING OR BEFORE WORK BEGINS IN ORDER TO CLARIFY THE REQUIREMENTS AND TO EFFECT THE NECESSARY MODIFICATIONS, CHANGES AND /OR INSTRUCTIONS. 13. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. 14.CONTRACTOR SHALL BE RESPONSIBLE FOR RESETTING ALL DISTURBED EXISTING CONDITIONS AND PROPER DISPOSAL OF ANY EXTRA MATERIALS 4 GARBAGE FROM THE SITE AFTER COMPLETION OF WORK 15. DRAWINGS AND DIMENSIONS ARE BASED UPON DRAWINGS SUPPLIED BY THE CLIENT. EASTERN ENGINEERING GROUP WILL NOT BE RESPONSIBLE FOR ERRORS OR MISINTERPRETATIONS OF THE SYSTEM DESIGNED BY US BASED ON CLIENT CONFIRMED DESIGN AND DIMENSIONS. ADDITIONAL DRAFTING TIME EMPLOYED IN THE CHANGE OF THE DESIGN AFTER SIGNING AND SEALING OF DRAWINGS WILL RESULT IN ADDITIONAL COST. 16.D0 NOT SUBSTITUTE MATERIALS, EQUIPMENTS OR METHODS OF CONSTRUCTION UNLESS SUCH SUBSTITUTIONS OR CHANGES HAVE BEEN APPROVED IN WRITING BY THE OWNER 1. ELEMENTS" WILL BE AS DESIGNED BY EASTERN ENGINEERING GROUP AND AS APPROVED BY ARCHITECT AND /OR OWNERS, TO CONFORM GENERALLY WITH THE ARCHITECTURAL DRAWING AND SPECIFICATIONS. 2. CODE FLORIDA BUILDING CODE ,2001 EDITION LOADS: WIND LOAD AS PER ASCE 1 -05 IMPORTANT FACTOR =0.11 KD =0.85 WIND VELOCITY= S0 MPH EXPOSURE - 'C' CATEGORY - 'I' 3. THE EXISTING STRUCTURE MUST SUPPORT SYSTEMS. ENGINEER ON RECORD OF THE SUCH LOADINGS. THE LOADS IMPOSED BY THE SYSTEM OR BUILDING SHALL VERIFY THE STRUCTURE FOR 4. THE QUANTITIES AND DIMENSIONS SHOWN ON THE DRAWINGS ARE BASED ON THE ARCHITECTURAL DRAWINGS. 5. ALL DIMENSIONS TO BE SITE VERIFIED. 6. ROCKITE ANCHORING HYDRAULIC TYPE CEMENT BY HARTLINE PRODUCTS CO., INC. WITH A COMPRESSION STRENGTH OF 10000 PSI AT THE END OF 1 DAYS. 1. ALUMINUM NOTE: WELDING: ALUMINUM ALLOY 5356 CLEANING: SSPC -5P2 'HAND TOOL CLEANING' NOM: PAINT ALUMINUM AND STEEL HOT GALVANIZED SURFACES IN CONTACT WITH CONCRETE WITH ALKALI- RESISTANCE COATINGS, SUCH AS HEAVY- BODIED BITUMINOUS PAINT OR WATHER -WHITE MOTHACRYLATE LACQUER o EE A w .1 CD " 1 i LU C° 411 I CO 1- 1 6 1 4 Z w U z w w re FENCE PICKET RAILING GENERAL NOTES 1 OCT 1 2011 S -1 • CE YEWAY SHEET I --- CT202011 1 Rol sct, Village PY ¶ZONING DEPT BLDG DEPT dvrai 1I3,JFCT TO COMP ICF WITH ALL FEDERAL A If: AND CONN I' ! S AND REGULATIONS A O:2 42 :mss 7. N V foo * O' U co �,;•`p. OCT se,. P�%' C9 a I [DESIGNED & DRAWL AO. SCALE : AS SHOWN w U W FENCE PICKET RAILING Fb� O- W 8 1 g51 1 EMIR Rill 41 111111 jis -2 It' -10' 2'x2'xi° ALUMINUM 6061 -T6 ° GATE POST (TYP) 9' -5 I/2' /11 -0'/ 4 °x4'4' ALUMINUM 6061 -T6 GATE POST (TYP) 9' -5 1/2' 5' -10' 5' -I0' lxlx0.060 ' 2x2 x1 /8 ' ALUMINUM PICKET ALUMINUM * 4' (TYP) 6061 -T6 VERT. GATE FRAME (TYP) 2'xl'x0.0 3' ALUM. TOP GATE FRAME (TYP) ALUMINUM 6061 -T6 GATE POST (rrp) PICKET FENCE FLAN VIEW 2'x2'x j' ALUMINUM 6061 -T6 GATE POST (TYP) 2'x1 °xl /8' TOP GATE FRAME (rrF) s 3' -10 1/2' 3' -10 1/2' 3' -10 1/2' 4'x4'4 ALUMINUM jr2'x1'x0.093° ALUMINUM 6061 -T6 GATE / 6061 -T6 VERT. GATE POST (TYP) ' FRAME (TYP) 4'x4'4 ALUMINUM 6061 -T6 GATE POST (TYP) :.:l<_.1- n.,'1 y r. 2'x1'x0.093° ALUMINUM 6061 -76 VERT. GATE FRAME (TYP) 2 x x0.09 ALUMINUM 061 -76 VERT. GA ; FRAME 1 4 a *Lui o i r3000 PSI CONCRETE FOOTING 12' + x3' -6' DEEP (TYP) l'xl'x0.060' ALUMINUM PICKET * 4' (TYP) 2'x2'xI/8' BOTTOM GATE FRAME (TYP) '41TATATAS I 1--414 XISTING 3000 PSI CONCRE PAVED FOOTING 12° x3' -6' DRIVEWAY DEEP (TYP) FENCE PICKET RAILING PLAN/ELEVATIONS Fbi 3000 PSI CONCRETE FOOTING 12' 4, x2' -0' DEEP (TYP) 201 -0" SWING GATE SCALE: 3/8° =1' -0'