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FW-07-2152Owner Information Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138-0000 Phone: (305)795 -2204 1287 NE 96 Street Miami Shores, FL 33138- 1132060143770 Block: Lot: MARK BRODSKY Building Department Copy Address Contractor(s) HOME OWNER Phone CeII Phone Fees Due CCF Education Surcharge Permit Fee - Wire & Wood Scanning Fee Technology Fee Total: Amount $4.20 $1.40 $125.00 $15.00 $3.13 $148.73 Authorized Signature: Owner / Applicant / Contractor / Agent Phone MARK BRODSKY 1287 NE 96 Street MIAMI SHORES FL 33138 -2574 Valuation: Total Sq Feet $ 7,000.00 100 Approved: Yes Comments: APPROVAL IS BASED ON PREVIOUS APPROVAL OF PLAN BY PLANNING STAFF AND Date Approved: 10/24/2007 : Yes Date Denied: Type of Construction: Other Classification: Residential r W,St i-U NOV 15 'Tr MIAMI kGRLS YVILLAG' Expiration: 04/23/2008 Available Inspections : October 26, 2007 Date Cell Inspection Type: Final Foundation 1 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 the work stated. Friday, October 26, 2007 1 BUILDING PERMIT APPLICATION FBC 2004 Value of Work For this Permit $ '7 0 00 I Type of Work: ['Addition Describe Work: Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel:.(305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): wilding Roofing Owner's Name (Fee Simple Titleholder) -l9 V--"fl `' R. T, Y 0" Phone # D5 '7 54 0 q 0 1' Owner's Address IZSS Cfo ° rH ,T . cityM I4M1 5 HrZE5 State _a...4 Zip 3 i5 Tenant/Lessee Name 'Phone # Job Address (where the work is being done) IZta Nie epa 7 f ' City Miami Shores Village . County Miami -Dade Zip i' 3 e) FOLIO / PARCEL # Is Building Historically Designated YES NO Contractor's Company ivaum ._ 16 O Phone # Contractor's Address City 4. State Zip Qualifier Name Phone # State Certificate or Registration No. Architect/Engineer's Name (if applicable) Phone # ['Alteration ** ** *********** **+ x******* ******* * * *x:***F : * ** * **** **** * * * *** * *** *** l Inn Submittal Fee $ Permit Fee $ • ` 2 r .. CCF $ 7 • L.4 / CO /CC Notary $ Training/Education Fee $ 1 - N0 Technology Fee $ S° IO Scanning $ 15 o0 Radon $ Bond $ C : z o r'S ; t $ Double Fee $ Structural Review. $ - 111 Total Fee Now Due $ 1 4 � NOV 5 2001 Or It MIAMI SHORES VILLAGE 5UNew DPBR $ NrEcmg ©n 2 3 Aogi BY: Permit No. -Ft`-.) 01 _2' 1 c Master Permit No. Certificate of Competency No. Square / Linear Footage Of Work: / Z r ❑ Repair/Replace I-4 ® ®L ❑ Demolition Zoning $ See Reverse side -* Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDMONERS, 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 NOTIC 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 bf 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 The fore day of who is personally known to me or who has produced 0 n Owner or Agent nstrument was acknowled ed b s 20 by , day of , 20 _, by who is personally known to me or who has produced As identification and wl��s+ids�ta4 ke MY p CQNIMISSION II tg ppAZEEMAN DD as identification and who did take an oath. ' �3D83 ` NOTARY PUBLIC: " * EXPIRES: February 15, 2009 NOTARY TAN Budget Notary Soo° Signature Contractor The foregoing instrument was acknowledged before me this Sign: Print: My Commission Expires: My Commission Expires: 04—A6: ****** ** * *** x***axe:** ** **** * *** *** * **************** *** ** : ****************:x**** * * * * ** x******* ********** **** APPLICATION APPROVED BY: (Revised 07/10/07) rg/ lo Wq Plans Examiner Engineer Zoning t,-;6-1,44 This Instrument Prepared By: Name GURTt5. c2. j"✓Rac S 4v Address 12EY7 +■ if to 11+ sT • Permit No. STATE OF COUNTY OF 6. Lender a. Name and address: b. Phone number. The forego Instrument was acknowledged before me this d (name of person) ,s authority , ...e.g. car, trustee, attomey in fact) for behalf of whom instrument was executed). knowledge and belief. NOTARY PUBLIC -STATE OF FLORIDA Cub W Commissfion # DD717923 .; Expires: SEP. 23, 2011 salmo ONDZD =RV ATM J TICas:ge IG CO,INC NOTICE OF COMMENCEMENT 1. Description of property: (legal description of property, and street address if available) 1287 N E. T1+ ST. H+o rZs 2. General description of improvement: 1 It.rll-.3 P- j c-v r c mo 3. Owner information a. Name and address: G.a9 tZ-T7 5. rL C3 ( 2-0 b. Interest in property: oW V- 1Z-. • c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. y 2.,-x7 5 12 (a s i L`>r X me and address: b. one number. -56, 5 - I4 Oct o V 5. Surety a. Name and address: b. Amount of bond $ c. Phone number. 111111111111111111111111111111111111111111111 CF 2007R1097970 OR Bk 26050 Ps 0998; (fps) RECORDED 11/15/2007 15:13:30 HARVEY RUVIHr CLERK OF COURT MIAMI -DADE COUNTY? FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. GOT 3 ; EN -or.*: STS sk). FIAT' cog- '-e 07 12 81 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: b. Phone number. 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. s T g i us F. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Signature of Owner or Partner/Manager '(c Signatory's Title/Office lJ d= of -1.! ° A reigriPTCY (k1ailka year) by (type of (name of party on Signature of Notary Public - State of Florida Print, Type, or Stamp Commissioned Name of Notary Public Commission Number Personally Known _ or Produced Identification Ito 1X/ • Verification Pursuant to Section 92.525, Florida Statutes Under penalties of perjury, I declare that I have read the foregoin / g and that the acts stated in It are true to the best of my Signature of Natural Person Signing A /1.15 .61- lib Planning and Zoning Criteria Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)758 -8972 Issue Date: Not Issued Folio Number:1132060143770 Owner's Name: MARK BRODSKY Job Address: 1287 96 Street NE Miami Shores, FL 33138- Owner's Phone: Total Square Feet: 100 Total Job Valuation: $ 7,000.00 Contractor(s) Phone Primary Contractor 1 Planning and Zoning Criteria and Comments Approved: Yes Date Approved: 10/24/2007 : Yes Comments: APPROVAL IS BASED ON PREVIOUS APPROVAL OF PLAN BY PLANNING STAFF AND APPROVAL BY VILLAGE MANAGER VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT NAME: e U Z13 Z (° DATE: ) o • ` � 2- ° 07 ADDRESS: 12.8? 1--5ie. q Gp 1H, 7 l . tZe F ,3 3 1 36 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; 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 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 hold title to the above property and I am planning on doing this construction Initial L>�� 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 6i F, 3. .I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the Bode in this office for review. Initial c-E? 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure meets the minimum code. Initial ��`� 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate'any contract disputes. Initial (,, 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company-or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this 2 day of 20O, who was personally known to me or who has » LOYiC 0 d l U,Cei J1 &2 as identification. Tck ci dcu Produced there License or (.4-1z„4/ OWNER Initial em Initial ea)) J Initial ei2,19-)' LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE NC .... AIR CONDITIONING C CALCULATED C.B. CATCH BASIN CL CLEAR CIL ....CENTER LINE ENC ... ENCROACHMENT FIP .... FOUND IRON PIPE O H ... OVER HANG P.B. PLAT BOOK WI —PROPERTY LINE P.0 POINT OF CURVATURE P.O.B POINT OF BEGINNING W.M.L METER Y MEASURED CONC CONCRETE UP ... UTILITY POLE F.D FOUND LEGAL DESCRIPTION: Lot: 384 Block: 83 Subdivision: Miami Shores Sectin No. 2 According to the Plat thereof as recorded in Plat Book: 10 Page: Public Records-of NOTES: A) A211s 100 s ed/ar aaaaadnMS* shown hereon ere of apparent maws. Fats ewnsshIp by =Merl maw. Lapel awsnhip of team net 1) TMs mew b btwdad for warpage or Winona samosas aaly sadsfsa1y for this use by Moss to whom It Is csrNflsd. Tlds =most West to be used for costwaatiatt. paeitfhg. dsipt. sr say ether nos without written eon- sat of Thorns .1. Kay. Ina. C) Cade rstrlatiss d title swab era not reflected as this away. b) The Rod Idwmetise show harem dm rat haply that the reformed pnprty win or m not ho free from flooding or dee ope end de net create IIobIUty as the pert of the firm. eery officer or =playas Mastro!. for •tr dseege that roadie from reliance M sold E) The Inds depicted Mme wem mrseytd per Ms legal description ad no Meho a to otmerehlp x mutton of this are mode or implied. P) Udarpead E acme mo=de. If eery, not bested. I busby certify that do surrey remounted ted heroin auto tM Wain a technical stan- dards est forth by the Board of Lad Sur way=s a -. 61617 -6 Florida AdeddaraMvs Cada Pie. Statutes. QQ F .5.& M.#4858 / YAI.ID �� UNLESS ituttu TED WITH AN ✓ SURVWCIDS'6 SEAL 1. IP SHOWN. BEARING ARE TO AN ASSUMED M81IDIAN (BY PLAT). 2. 1T SHOWN. ELEVATIONS ARE REFERRED N.6.V.D 1929. S. THIS IS A BOUNDARY SYAYEY. CBS ... CONCRETE BLOCK STRUCTURE O.U.L....OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE P.O.C... POINT OF COMMENCEMENT BLDG .. BUILDING C.H..... CHORD DISTANCE IDLE..... DRAINAGE EASEMENT F.N..... FIRE HYDRANT R RADIUS CERTIFY TO: Mark E. Brodsky Beloff & Schwartz Attorneys' Title Insurance Fund, Inc. Southtrust Mortgage Corporation Its Successors And /Or Assigns 37 County, Florida. ADDRESS: 1287 NE 9 MIAMI. FL Encroac LOCATION errs y i 1-/Al/r5 f �' d SCALE= < _ ' ; o PLAT ,ALLEY NGVD ... NATIONAL GEODETIC VERTICAL DATUM PRC ... POINT OF REVERSE CURVATURE RAD ... RADIAL RN ...RIGHT OF WAY SEC... SECTION SCR...SCREENED S.I.P SET IRON PIPE MK —SIDEWALK U.E UTILITY EASEMENT CHLF CHAIN LINK FENCE p p L ' FL 96D ZONE: AE THIS I5 A FLOOD HAZARD ZONE THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO.:. 93/J COMMUNITY #: 120652 DATE OF Fri• •0711 711 9 9 5 • BAS FLOOD:' .•07117/1995 • 9.00 • • FIN2SH FLCY.31b:. ELEV • • !;WEST • • • .. CERT • • GRADE • •••• •. • • • • • • • •••• • •• • • •• •• • • • • • • • • • • •• •• • Sheet 1 of 2 •••• • • •••• • • • •• • • • •• ME,ViLi OCT ',DV BY: (rte i • • .• • • .• ••• • • • THOMAS J. KELLY, ; INC. L.B. #6486 SURVEYORS - MAPPERS -LAND PLANNERS 333 PALERMO AVENUE CORAL GABLES, FLORIDA 33134 (305) 444 -7692 DADE (954) 779 -3288 BRWD (305) 441 -6494 DADE FAX (954) 779 -3260 BRWD FAX ' DATE FIELD WORK SCALE t er p p SURVEY - 3223 06/25/2002 m amt 3,n res \ij' gar APPROVED PY D,A,T ZONING DEPT i � BLDG DE ET L O SIJB.!ECT TO COMFLI,AP _ vIP -� ,L a r -:...? �.L LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE NC .... AIR CONDITIONING C CALCULATED C.B. CATCH BASIN CL CLEAR CIL ....CENTER LINE ENC ... ENCROACHMENT FIP .... FOUND IRON PIPE O H ... OVER HANG P.B. PLAT BOOK WI —PROPERTY LINE P.0 POINT OF CURVATURE P.O.B POINT OF BEGINNING W.M.L METER Y MEASURED CONC CONCRETE UP ... UTILITY POLE F.D FOUND LEGAL DESCRIPTION: Lot: 384 Block: 83 Subdivision: Miami Shores Sectin No. 2 According to the Plat thereof as recorded in Plat Book: 10 Page: Public Records-of NOTES: A) A211s 100 s ed/ar aaaaadnMS* shown hereon ere of apparent maws. Fats ewnsshIp by =Merl maw. Lapel awsnhip of team net 1) TMs mew b btwdad for warpage or Winona samosas aaly sadsfsa1y for this use by Moss to whom It Is csrNflsd. Tlds =most West to be used for costwaatiatt. paeitfhg. dsipt. sr say ether nos without written eon- sat of Thorns .1. Kay. Ina. C) Cade rstrlatiss d title swab era not reflected as this away. b) The Rod Idwmetise show harem dm rat haply that the reformed pnprty win or m not ho free from flooding or dee ope end de net create IIobIUty as the pert of the firm. eery officer or =playas Mastro!. for •tr dseege that roadie from reliance M sold E) The Inds depicted Mme wem mrseytd per Ms legal description ad no Meho a to otmerehlp x mutton of this are mode or implied. P) Udarpead E acme mo=de. If eery, not bested. I busby certify that do surrey remounted ted heroin auto tM Wain a technical stan- dards est forth by the Board of Lad Sur way=s a -. 61617 -6 Florida AdeddaraMvs Cada Pie. Statutes. QQ F .5.& M.#4858 / YAI.ID �� UNLESS ituttu TED WITH AN ✓ SURVWCIDS'6 SEAL 1. IP SHOWN. BEARING ARE TO AN ASSUMED M81IDIAN (BY PLAT). 2. 1T SHOWN. ELEVATIONS ARE REFERRED N.6.V.D 1929. S. THIS IS A BOUNDARY SYAYEY. CBS ... CONCRETE BLOCK STRUCTURE O.U.L....OVERHEAD UTILITY LINE P.C.C... POINT OF COMPOUND CURVE P.O.C... POINT OF COMMENCEMENT BLDG .. BUILDING C.H..... CHORD DISTANCE IDLE..... DRAINAGE EASEMENT F.N..... FIRE HYDRANT R RADIUS CERTIFY TO: Mark E. Brodsky Beloff & Schwartz Attorneys' Title Insurance Fund, Inc. Southtrust Mortgage Corporation Its Successors And /Or Assigns 37 County, Florida. ADDRESS: 1287 NE 9 MIAMI. FL Encroac LOCATION errs y i 1-/Al/r5 f �' d SCALE= < _ ' ; o PLAT ,ALLEY NGVD ... NATIONAL GEODETIC VERTICAL DATUM PRC ... POINT OF REVERSE CURVATURE RAD ... RADIAL RN ...RIGHT OF WAY SEC... SECTION SCR...SCREENED S.I.P SET IRON PIPE MK —SIDEWALK U.E UTILITY EASEMENT CHLF CHAIN LINK FENCE p p L ' FL 96D ZONE: AE THIS I5 A FLOOD HAZARD ZONE THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO.:. 93/J COMMUNITY #: 120652 DATE OF Fri• •0711 711 9 9 5 • BAS FLOOD:' .•07117/1995 • 9.00 • • FIN2SH FLCY.31b:. ELEV • • !;WEST • • • .. CERT • • GRADE • •••• •. • • • • • • • •••• • •• • • •• •• • • • • • • • • • • •• •• • Sheet 1 of 2 •••• • • •••• • • • •• • • • •• ME,ViLi OCT ',DV BY: (rte i • • .• • • .• ••• • • • THOMAS J. KELLY, ; INC. L.B. #6486 SURVEYORS - MAPPERS -LAND PLANNERS 333 PALERMO AVENUE CORAL GABLES, FLORIDA 33134 (305) 444 -7692 DADE (954) 779 -3288 BRWD (305) 441 -6494 DADE FAX (954) 779 -3260 BRWD FAX ' DATE FIELD WORK SCALE t er p p SURVEY - 3223 06/25/2002 z 5 ki ti o 41 vk : - ,4.Sc r 1/09-K�9 � • - n _ err rtr It �6J Y co C - A rn ��! l r 0 — 1 3. :M III f - o ��. gip, 4g f OWE 41 F grip, N 3 0 _ 0 N oy ` $1 1 Ni o0 "^34, 1 7 7 C> . °JO •• • W • • • • • ••• v • v N,E � °7 Ae 1_ I 12), � 6.0 461 64' , yww • • .94 CPC; ( 96" STREET 22 P•R K+•)s Y SHEET 2 OF 2 Fr /" Ho ro THOMAS J. KELLY, INC. L.B. #6486 SURVEYORS - MAPPERS -LAND PLANNERS 333 PALERMO AVENUE CORAL GABLES, FLORIDA 33134 (305) 444 -7692 DADE (954) 779 -3288 BRWD (305) 441 -6494 DADE FAX (954) 779 -3260 BRWD FAX 4o :1::: • • • • • •••• • • •. •• • • • • • DATE F IFE¢ WORK OCa 25 o2 SCALE 1„ _ �o ° 02 STRUCTURAL NOTES GENERAL NO TES: ALL DIMENSIONS CtI SCALE THE DRA DISCREPANCIES PRIOR TO PROC THE STRUCTUR THE BUILDING DETERMINE E OF THE BUILD! • •.. • • • • •• • ••••••••• • • • • • • • • • • STRUCTURAL ALUMINUM: •• iHESE.SPEAF.ICATIONS SHALL APPLY TO THE DESIGN OF ALUMINUM ALLOY LOAD • bARR3'II1G NUMBERS. COMPUTATIONS OF FORCES, MOMENTS, STRESSES AND • bEFL :C :IC1•IS SHALL BE IN ACCORDANCE WITH ACCEPTED METHODS OF ELASTIC • STRUCTURAL ANALYSIS AND ENGINEERING DESIGN. 1. ALL ELEMENTS SHALL BE ALUMINUM ALLOY 6061 -T6 UNLESS NOTICED S F SUPPORTING AND STikBkEAF.TER •• OwF.RW SE. ONTRACTOR'S RESPONSI$ILI Y.TQ :: :2 VIMLDS TO COMPLY WITH A.W.S CODE (LATEST EDITION). D SEQUENCES TO INSUni 'S /Fr: : : • •3.;COVER�'VELDS WITH CORROSION RESISTANT COATING. S DURING ERECTION. • • • • e51'RU•TURES ARE DESIGN IN ACCORDANCE WITH THE FOLLOWING CODES: ALUMINUM DESIGN MANUAL T BE VERIFIED IN THE rim: D ;cm' • W I EN DIMENSIONS ONLY. ANY; ; • UGF)T TO THE ATTENTION OF TI1E tNGINEER • • HE AEFECTED PART OF THE WORK. DESIGN LOADS FOR RAILING: THE STRUCTURAL FRAMING WAS DESIGN USING THE FOLLOWING SUPERIMPOSED LOADS. 1618.4.6 RAILING 1618.4.6.1 RAILINGS, STAIR - RAILINGS AND OTHER SIMILAR SAFEGUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 POUNDS PER LINEAL FOOT (74 KG /M) OR A CONCENTRATED LOAD OF 200 POUNDS (690 N) APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES. THE REACTIONS AND STRESSES CAUSED BY THE ABOVE REFERENCED UNIFORM AND CONCENTRATED LOADS SHALL BE CONSIDERED NOT BE ACTING SIMULTANEOUSLY. 1618.4.6.2 INTERMEDIATE RAILS, BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED FOR A UNIFORM HORIZONTAL LOAD OF NOT LESS THAN 25 POUNDS PER SQUARE FOOT (1197 PA) OVER THE GROSS AREA OF THE GUARD, INCLUDING THE AREA OF ANY OPENINGS IN THE GUARD, OF WHICH THEY ARE A PART WITHOUT RESTRICTION BY DEFLECTION. REACTIONS RESULTING FROM THIS LOADING NEED NOT BE ADDED TO THE LOADING SPECIFIED IN §1617.4.6.1 IN DESIGNING THE MAIN SUPPORTING MEMBERS OF GUARDS. 11- 4.26.3 STRUCTURAL STRENGTH. THE STRUCTURAL STRENGTH OF GRAB BARS, TUB AND SHOWER SEATS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING SPECIFICATION: 11- 4.26.3(1) BENDING STRESS IN A GRAB BAR OR SEAT INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF 250 LBF (1112N) SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. 11- 4.26.3(2) SHEAR STRESS INDUCED IN A GRAB BAR OR SEAT BY THE APPLICATION OF 250 LBF (1112N) SHALL BE LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR OR SEAT. IF THE CONNECTION BETWEEN THE GRAB BAR OR SEAT AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. 11- 4.26.3(3) SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 250 LBF (1112N) SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. 11- 4.26.3(4) TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT FORCE OF 250 LBF (1112N) PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 LBF (1112N) SHALL BE LESS THAN THE ALLOW WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTI STRUCTURE. 11- 4.26.3(5) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS i, Ii G °PRf \ /=0 70 iG DEOT BLDG E SULJECTTOCC:MI: _IVl 5. ALL FRAMES HAVE BEEN DESIGN USING RATIONAL ANALYSIS 6. ALL CONNECTION SHALL BE FULL WELDED (U.Q.N.), WITH THE STRUCTURAL ALUMINUM ALLOY FILLET WELD: 5356 UNLESS NOTICED OTHERWISE. 7. ALL ANCHOR TAPCON SHALL BE TAPER ANCHOR BY POWERS FASTENERS, INC. NOA. 03- 0303.14. WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OF- THE -NUT METHOD. 8. ALL FASTENER SHALL BE SELF DRILLING FASTENERS BY ITW- BUILDEX. 9. ALUMINUM MEMBERS IN CONTACT WITH CONCRETE SHALL BE PROTECTED WITH ALKALI- RESISTANT COATING, SUCH AS HEAVY BODIED BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER ACCORDING TO FLORIDA BUILDING CODE EDITION 2004 SECTION 2003.8.4.4. S`(: -- ALUMINUM ALLOY 6061 -T6 PIPE 1 1/2 SCH 80 ALUMINUM ALLOY 6061 -T6 PIPE 1 1/2 SCH 40 42" 2" 16" 2' - 0" FJIi mi �h v _ '`.�' ,n,.1`172 . i'.1 1 BY OCT 2 3 200? ... -ft"t N CONCRETE WALL 4 0 3" ALUMINUM ALLOY 6061 -T6 4°x3 °x2 °x1/8" THICK PLATE 6X4X1/8 WELDED TO FRAME TO LOCK BOX SEE DETAIL 3 /SD -1 4' -0" 5" GATE ELEVATION SEE DETAIL 3 /SD -1 LOCK BOX LOCK BOX ALUMINUM ALLOY 6061 -T6 4 "x3 "x2 °x1/8° THICK FJECT A 4" 0 SPHERE 4 O C SCALE: N.T.S. 4 C. A ALUMINUM ALLOY 6061 -T6 HORIZONTAL BARS 1/2° 0 SOLID BAR ALUMINUM ALLOY 6061 -T6 PIPE 1 1/2 SCH 80 CONCRETE d a WALL a a d a n 1/8 (TYP.) 2 5/8" 1" 5/8" 1" --I DETAIL 4 /SD -1 3 9/16" HINGES SELF - CLOSING GATE HINGE BY TRU -CLOSE GH- TCA1 -L2 3 9/16°x2 5/8° WITH QUICK -FIT ALIGNMENT LEGS W /(4) SELF DRILLING FASTENERS BY TEKS (TYP.) SELF - CLOSING GATE HINGE BY TRU -CLOSE GH- CA1 -L2 3 9/16 "x2 5/8" WIT H QUICK -FIT ALIGNMENT LEGS W /(4) SELF DRILLING FASTENERS BY TEKS (TYP.) SEE DETAIL 4 /SD-1 REVISIONS NO. DATE N to ( 11 7 I ED WN 1 &CJJ.L. RAWING NO. SD -1 SHEET 1 OF 6 r 42" 6" 4' -0" O/C MAX. SEE DETAIL 1A & 1B / SD -2 GUARDRAIL ELEVATION SCALE: N.T.S. ALUMINUM ALLOY 6061 -T6 GUARDRAIL -PIPE 1 1/2 SCH 40 4 42" d F.F. SECTION B / SD -2 SCALE: N.T.S. 1/2" 1/4" STAINLESS STEEL CABLE PICKETS @ 4" 0/C MAX. ALUMINUM ALLOY 6061 -T6 POST @ 4' -0" O/C MAX. PIPE 1 1/2 SCH 40 & INSERT SLEEVE SOLID ROUND BAR 1 1/2" O.D. X 24" LONG TIGHT FIT ALUMINUM PLATE ALLOY 6061 -T6 6" X 6" X 5/8" W(4) 3/8 0 X 4" MIN EMB. KWIK BOLT III SS 304 BY HILTI SEE DETAIL 1A / SD -1 4 1 /2 " — \ d a 1/2" 1/2 .f��.�' 5" / / d-- 4-6 4 d TOP VIEW DETAIL 1A / SD -2 SCALE: N.T.S. 1/2 TYP. • •• •• • • • ••• REJECT 118 ; • • -.' . .' SPHERE: • • • • • • • • • • . / GUARDRAIL PIPE 1 1/2 SCH 40 • • • . • • • • • • • • • • ALUMINUM PLATE ALLOY 6061 -T6 PLATE6X6X5 /8 W(4) 3/8 0 X 4" MIN EMB. KWIK BOLT III SS 304 BY HILTI ••• • • • • • • : • -:• ••. . • • • • • • •• • • ••• • •• • • ••• • • • • • • • • • • • •• • • 4 2" MAX— REJECT 2 "0 SPHERE ALUMINUM ALLOY 6061 -T6 POST @ 4' -0" 0/C MAX. PIPE 1 1/2 SCH 40 & INSERT SLEEVE SOLID ROUND BAR 1 1/2" O.D. X 24" LONG (TIGHT FIT) ALUMINUM PLATE ALLOY 6061 -T6 PLATE 6 X 6 X 5/8 W(4) 3/8 0 X 4" MIN EMB. KWIK BOLT III SS 304 BY HILTI EXISTING CONCRETE SLAB fc= 3.000 psi ALUMINUM ALLOY 6061 -T6 1/4" STAINLESS STEEL CABLE PICKETS @ 4" 0/C MAX. ALUMINUM ALLOY 6061 -T6 POST @ 4' -0" 0/C MAX. PIPE 1 1/2 SCH 40 & INSERT SLEEVE SOLID ROUND BAR 1 1/2" O.D. X 24" LONG (TIGHT FIT) 3' -6" SEE DETAIL 1A / SD -1 SIDE VIEW DETAIL 1A / SD -2 SCALE: N.T.S. ALUMINUM ALLOY 6061 -T6 PLATE 6 X 6 X 5/8 W /(2) LAG BOLT 1/2 "0 X 3" MIN. PENETRATION INTO WOOD & W /(2) THRU BOLT 1/2" 0 AIL EXISTING 1 "X6" PT WOOD S45 ANGLE 4 X 4 X 1/4 X 12" LG W/ (2) LAG BOLT 1/2" 0 X 3" MIN. PENETRATION INTO WOOD 5' -0" WOOD FRAME 3'-6" LAG BOLT 1/2" 0 3" MIN. PENETRATION INTO WOOD SCALE: N.T.S. GUARDRAIL ALUMINUM ALLOY 6061 -T6 PIPE 1 1/2 SCH 40 EXISTING 2 "X10" PT WOOD S45 HANDRAIL ALUMINUM ALLOY 6061 -T6 PIPE 1 1/4 SCH 40 POST © 4' -0" O.C. ALUMINUM ALLOY 6061 -T6 PIPE 1 1/2 SCH 40 & INSERT SLEEVE SOLID ROUND BAR 1 1/2" O.D. X 24" LONG (TIGHT FIT) ELEVATION RAILING STAIR PICKETS @ 4" 0/C MAX. 1/4" STAINLESS STEEL CABLE REVISIONS NO. DATE I C 0 0 W DRAWING NO. SD -2 SHEET 2 OF 6 SECTION C 3D SKETCH • • • • • •.•• • • • •• • • • '•• • • • •. • • • • • • • • •S.••• • • • ! • • • • • •�• • • • ••• • • _ ALUMINUM ALLOY 6061 -T8 PIPE 1 112 SCH 80 ALUMNUM ALLOY 6051-T6 PIPE t 1f.ISCH80 ALUMINUM ALLOY 6061•T6 4"x3"x2"x1/8' THICK PLATE 6X4X1!8 WELDED TO FRAME TO LOCK BOX d SELF-CLOSING CATE HINGE BY TRU -CLOSE GH- CA1-L2 3 9/16N2 Sir WIT QUICK -FIT ALIGNMENT W/(4) SELF DRILLING FASTENERS BY TEKS {7Y SEE DETAIL41SD41 o tl s. 1/8 V < CrYP ' ) GATE ELEVATION LASE NX..8. SEE DETAIL 3 /SD-1 LOCK BOX LOCK BOX ALUMINUM ALLOY 5061 -T6 4"x3"x7x1f8" THICK ALUMINUM ALLOY 6081 -TS HORIZONTAL BARS 1Q 0 SOLID BAR 118 ALUMINUM ALLOY 8061 -T6 PIPE 1 112 SCH 8O CONCRETE n a WALL d (TYP.) 4 1 4 • F.F. SECTION B 4 � /2' TOP VIEW DETAIL IA • • ••• • •• • • • •. • • ••• • -� • • • • • •.. • • • • • • • GUARDRAIL -PIPE 1 1/2 SCH 41- • • • • : •: • ALUMINUM ALLOY SCALE:. N,T.S, 1/4" STAINLESS STEEL CABLE : '; • •• ••; • PICKETS © 4" O/C MAX. _ • a ALUMINUM ALLOY 6061 -T6 .. POST @ 4'-Q" O/C MAX. .0 PIPE 1 1/2 SCH 4O & INSERT ..• a SLEEVE SOLID ROUND BAR 42" k 1 1/.2 " O.D. X 24" LONG IGHT F ALUMINUM PLATE ALLOY 6061 -T6 6 "X6 " X 518 "W(4)3180 X 4" MIN EMB, MIK BOLT III SS 304 BY HILTI SEE DETAIL 1A / SD -1 T.S d ALUMINUM PLATE ALLOY 6061-T6 1/27. PLATE 6 X 6 X 5/8 W(4) 318 0 X 4" MIN EMB. • MK BOLT lit SS 304 BY HIL a.q CIVC UPX 101 OFINVPL-4-; 1 ' J* GUARDRAIL ELEVATIQ VOW &ETA 42" 48" C/C MAX SECTION B 3D SKETCH a &� �'�'S2Fx;ry ALUMINUM ALLOY +» 1-T6 PLATE 6X6X518 W /(2) LAG BOLT 11213 X 3" MIN. PENETRATION INTO WOOD & W1(2) THRU BOLT 117 0 EXISTING 1"X6" PT WOOD S45 ANGLE4X4X114X12"LG W1 (2) LAG BOLT 112" 0 X 3" MIN. PE! ',E TION INTO WOOD 1/? WOOD FRAME TOP V1EVV DETAIL IA SCALE N •. • • ••• • • • ••• • • • • • • ••.• • • • • • • ••• • • • • • • • • • • • • • • • • • •. ••• • •• • • Me T • • • • 112" 0 3" MIN. PENE TIOIT INTO. D • •, ... • •S...... • •0•.• • . • • TING 10" PT S45 42" ALUMINUM PLATE ALLOY 6061 - PLATE 6X6X 5/8 W(4)3/80X4" MIN EMB. KVVIK BOLT III SS 304: BY HILTI 48" C/C MAX SECTION A 3D SKETCH SECTION B SECTION C SECTION B SECTION A ON TOP OF "IPE" WOOD DECK SECTION A STAIR RAILING ...';!= a5..e'. :.__ •::, to ) • •• . ; • • . o f . •• •.• • • • • • • • • • SKETCH OF PLAN VIEW (JUST FOR REFERENCE / NOT OFFICIAL SITEPLAN) NTS •• • • .•. ••• • ... • • • : :. • • • — .. • ... • • . • :.. •,� •,S . • SECTION C ON TOP OF CONCRETE WALL •• • 1 •• o : • • . • • '.. .. GATE DATE: October 19, 2007 • • • • • • • • ••• .• • • • • • • . • •• • . MILTON CUB4g, P.S., I11 • : 1302 N.E. 125 Street — Nortfl Mia ni•-• Flciric2a 2316 t • Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: miltoncwbas@msn. u ••. • •. • co . • • • • • ••• . • • • • ••• • ADDRESS: 1287 NE 96th ST MIAMI SHORES, FLORIDA. 33138 CLIENT: MR. CURTIS BRODSKY DESIGN BY: AA • . • • • • • •• • •• •••• • . • • • ••••• • ••• • •• •• • •• • • . COVER SHEET PROJECT: ALUMINUM GUARDRAIL, GATE & HANDRAIL • •• • • • • • • • • • • • • • • • • • • ••. • PAGE 1 /21 DESCRIPTION • • • • •• •• • • • • •• •• ' :• MILTON CUBAS; t.., ]�l • 1302 N.E. 125 Street —Nord Miafni "Florida 33161• . •. Phone (305) 891 -4174 Fax (305) 891 -4175 E -mail: milton�ubassmsn.coui • • • • • • . • • .. • • • . • • • • • • .:. •. • • • ' ' ..• PAGE 11 / IND•• • : :::;• • • • • • • . • • : • • •• • • • • • • • 21 PAGE Aluminum Handrail Design 250LB, F.B.C. 11- 4.26.3(1) 1 Aluminum Handrail Design 50LB/FT, F.B.C. 11- 4.26.3(1) 2 Aluminum Handrail Section 3 Aluminum Guardrail Design 200LB, F.B.C. 1618.4.6.1 4 Aluminum Guardrail Design 50LB/FT, F.B.C. 1618.4.6.1 5 Aluminum Guardrail Section 6 Aluminum Post Design 200LB, F.B.C. 1618.4.6.1 7 Aluminum Post Design 250LB, F.B.C. 11- 4.26.3(1) 8 Aluminum Post Section 9 Aluminum Guardrail Design 200LB, F.B.C. 1618.4.6.1(Gate Frame) 10 Aluminum Guardrail Design 50LB/FT, F.B.C. 1618.4.6.1(Gate Frame) 11 Aluminum Guardrail Section (Gate Frame) 12 Aluminum Picket Design 25LB/FT, F.B.C. 1618.4.6.1(Gate) 13 Aluminum Picket Section (Gate) 14 Base Plate Design 15 Anchor Design 16 Wood Design 19 Anchor Design Connection for Wood 20 Table Allowable Stresses Aluminum Alloy 6061 -T6 21 PROSgCT: . • . • • 4_ . • • • . : • : • • AIATN+Ill RAILING . _ . • • • • 4 1 SUBJECT: • • ADDRI96 . • • • : • .'. • . • • • . ' 4887 AIta 96TH ST •' a MIAMP SHORE, FL. DATE! • • • • • ..1Q119(,2U07 SHEET No. OF DESIGN BY: AF S= M /Fb S = 0.125 INA3 Sx= 0.235 INA3 C M'LTO N CUB P.E., INC. CONSUL ENGINES t Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305-891-4174.* Fax: 305 -891 -4175 E- mail: mcubas99 @covad:net ALUMINUM HANDRAIL DESIGN F.B.C. 11-4.26.3 (1) M = PxL /4 3,000.00 LB -IN ALLOWABLE STRESS APPLY TO NONWELDED MEMBERS AND TO WELDED MEMBERS AT LOCATIONS FARTHER THAN 1.0 IN FROM A WELD. I Fb = I 24,000.0 PSI I ROUND OR OVAL TUBES. ALUMINUM ALLOY 6061-T6, -T651, -T6510, -T6511 USE: • • • •• • • • •• • '•• • • • • • • •• • • • • • • • • • • • • • • • • • • • P = 250 LB 48 IN 0.125 INA3 < ISxI OK ALUMINUM ALLOY PIPE 1 1/4 SCH 40 Sx = 0.235 IN ^3 Sy= 0.235IN"3 6061 -T6, -T651, - T6510, -T6511 PIIOJECT:: • • • . . • • • ALUIVI�NUM•FTAILI1'R3 • - . . • • • • • • • SUBJECT: • .. - • • • 4 ADDRRS : . • • • °. . • 0.235 IN "3 JVIINvn §-fORE,•FL. DAIS! • • ' • 1 1071912cZ 7. •.' SHEET No. OF DESIGN BY: AF S= M /Fb S = 0.050 IN "3 Sx= 0.235 IN "3 C M IL T°N `f�/ M BA , P.E. INC. C. CONSULTING ENGINEER 1302.N.E. 125 ST. • North. Miami, Florida. 33 Phone: 305 -891 -4174 • Fax: 305 - 891 -4175 E -mail: meubas99@covad.net ALUMINUM HANDRAIL DESIGN F.B.C. 1618.4.6.1 M= M= WxL "2 /8 1,200.00 LB-IN ALLOWABLE STRESS APPLY TO NONWELDED MEMBERS AND TO WELDED MEMBERS AT LOCATIONS FARTHER THAN 1.0 IN FROM A WELD. IFb = 24,000.0 PSII ROUND OR OVAL TUBES. ALUMINUM ALLOY 6061- T6,- T651,- T6510, -T6511 USE: Milton Cubits • • • • • • • •••• • • • • • • • •• ••• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • W = 50 LB /FT 11111 h 48 IN ►� 0.050 INA3 < Sx OK ALUMINUM ALLOY PIPE 1 1/4 SCH 40 Sx = 0.235 IN "3 Sy= 0.235 IN "3 6061-T6, -T651, -T6510, -T6511 MILTON CUBAS, P.E., INC. • • • PROJECT: rESIGN: AF ... . I CJ M MARY • • • • • ••• • • • HANDRAIL.. •.; PIPE 1 1/4 dC1q,40 • ALUMINUM ALLOY 6061 -T6 & • • • ••• • • •• •. • • • • •.. •.. •. • • ••. •• • • . . •• • . 3/ \ Area: 0.6683590 Perimeter: 9.5498281 Bounding box: X: - 11806.0065301 -- - 11804.3465301 Y: - 2938.5977159 -- - 2936.9377159 Centroid: X: - 11805.1765303 Y: - 2937.7677157 Moments of inertia: X: 5768258.3964441 Y: 93143972.6447893 Product of inertia: XY: 23179268.3887393 Radii of gyration: X: 2937.7677652 Y: 11805.1765426 Principal moments and X -Y directions about centroid: I: 0.1946095 along [1.0000000 0.0000000] J: 0.1946096 along [0.0000000 1.0000000] Section Module: Sx =0.1946/(1.66/2) = 0.235 in "3 Sy =0.1946/(1.66/2) = 0.235 in "3 DATE: OCT - 19 2007 PROJE : ; • • • • • •• .ALUI�IINUF .,ri • • RAI! •: . • . ,; • SUBJECT: Sx= 0.330 INA3 ADDRESS! : :1$13T • • . • • • •• IIILA�II SOW, FL. • DATE: • • • • 10/49/2007 . : .. • , SHEET No. OF DESIGN BY: AF S= M /Fb S = 0.100 INA3 Sx= 0.330 INA3 C - C MILTO CN G AS,. RE" INC. CONSULT ENGI ROUND OR OVAL TUBES. USE: Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305 -891- 4175 E -mail: mcubas99 @covad.net ALUMINUM GUARDRAIL DESIGN F.B.C. 1618.4.6.1 M= PxL /4 2,400.00 LB -IN ALLOWABLE STRESS APPLY TO NONWELDED MEMBERS AND TO WELDED MEMBERS AT LOCATIONS FARTHER THAN 1.0 IN FROM A WELD. IFb = 24,000.0 PSII ALUMINUM ALLOY 6061-T6, -T651, -T6510, -T6511 • • • • • • • • • • • • • • • ••• .•. • • • • • • • • • ••• • • • • • • • • • • • • • •: • • 14 48 IN S = 0.100 INA3 < Sx OK P = 200 LB ALUMINUM ALLOY PIPE 1 1/2 SCH 40 Sx = 0.33 IN 1 '3 Sy= 0.33 INA3 6061 -T6, -T651, - T6510, -T6511 PROJ@CT:� : • • • • . • • ALQMIIybM R� Lvv : • • • • • • I- • - SUBJECT: _• -- • • • ADDRB6Y: ' : • • • - i 2$7 • • • aVII:1IV�S1Ic IE FL' DATE: •' • • 1'0/1912007: • •' , • • SHEET No. OF DESIGN BY: AF S= M /Fb S = 0.050 INA3 Sx = 0.330 I N ^3 C MILTON CUBAS P . E. , INC C ENGINES t 1302 N.E. 125 ST. • North. Miami, Florida 23161 Phone: 305 -89 -4174 • Fax: 305 -891 -4175 E- mail: rncubas99 @covad.net ALUMINUM GUARDRAIL DESIGN F.B.C. 161.8.4.6.1 M M= WxLA2 /8 1,200.00 LB -IN ALLOWABLE STRESS APPLY TO NONWELDED MEMBERS AND TO WELDED MEMBERS AT LOCATIONS FARTHER THAN 1.0 IN FROM A WELD. IFb = 24,000.0 PSII ROUND OR OVAL TUBES. ALUMINUM ALLOY 6061-T6, -T651, -T6510, -T6511 USE: 1VLi Iton Cubas • • • ••• • • • •S• 11 •• • • • • • • • • • • • • • •• •• • • • • ••• • • • 0•• • • • • • i • • S = 0.050 IN ^3 < Sx OK ALUMINUM ALLOY PIPE 1 1/2 SCH 40 Sx = 0.33 I N ^3 Sy= 0.33 INA3 6061 -T6, -T651, - T6510, -T6511 W = 50 LB /FT 1lll 1 11 777 / % > I=— 48 IN N MILTON CUBAS, P.E., INC. • 1.9" • ••• • • • • • ••• GUARD • ' .' • PIPE 1 1 /2S'H�0 • • ALUMINUM ALLOY.60 • 9 -T.6 : : : :• .• ••.. •• • • • • •• • • •• • • • • • ••• •• • 1 5/8" Area: 0.7994568 Perimeter: 11.0269902 Bounding box: X: - 11794.0278768 -- - 11792.1278768 Y: - 2938.7219618 -- - 2936.8219618 Centroid: X: - 11793.0778768 Y: - 2937/719618 Moments of inertia: X: 6899715.4179219 Y: 1.1118580E +08 Product of inertia: XY: 27697479.1287062 Radii of gyration: X: 2937.7720278 Y: 11793.0778933 Principal moments and X -Y directions about centroid: I: 0.3098944 along [1.0000000 0.0000000] J: 0.3098944 along [0.0000000 1.0000000] Section Module: Sx =0.3099/(1.9/2) = 0.326 in "3 Sy =0.3099/(1.9/2) = 0.326 in "3 1 PROJECT: pESIGN: AF •• • - -- • • • • •' S�U M MARY • • • ■ • DATE: OCT - 19 - 2007 , • .: '; • • • Project: • :... 4 t rit N;M : . it -i N'g . _ Design: Subject: r Sheet No. Inspection: • : : . • • . ,• :..'. Address►.. . • • • : ; : Investigation: izt37 NE q& Rs-T .. • - Z' M tAMI 5 S f . ., of sheets Job No: '. :, • • .. ..ja lat: • • :'.: •.' • .. • i9 : . 1 • • Qe9ign by: ,, /4A Reports: O E ENGINEER •E. INC. Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305 - 891 -4175 E -mail: mcubas99 @covad.net gym nub -tv% °�1e: 9 er S:�_.i c .. oir. `.u_rzv1 F b - v. ' oo ..� .ge f + f io e K , Project: :•••• ' :' . •• • •.. • • . Design: Subject: • . • • • . . • 1 Sheet No. • . . Z � . • of sheets Inspection: : 1 257 NE 90 5T M(AM1.StiC E5,.ft:.. Investigation: Job No: '. : • •. ::I page :. :'.: • • ; ` fQ Design by: : AA Reports: T ILTO� N CUBAS P.E. INC. CONSULTING ENG Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305 - 891 -4175 E -mail: mcubas99 @covad.net 246* X1 b • MILTON CUBAS, P.E., INC. Ma .. •• ••. • • • POST POST @ 4' -0" 0/C MAX PIPE 1 1/2 SCH 40 ALUMINUM ALLOY 6061 -T6 SOLID BAR INSERT 1 1/2" OD ALUMINUM ALLOY 6061 -T6 1 1/2" • .• • • • ••• • • • •. •. ••• • ••. • , • • • •. • • • • • • • • • • • ••• • • • • : :: 9 4 1 Area: .. • : L.Q61e?411 6 . Perimeter: 10.6814150 • • • Bounding box: X: - 11801.4990034 - -11799.5990034 Y: - 2945.3510348 - - 2943.4510348 Centroid: X: - 11800.5490034 Y: - 2944.4010348 Moments of inertia: X: 9260250.4250138 Y: 1.4874186E +08 Product of inertia: XY: 37113162.5806541 Radii of gyration: X: 2944.4010970 Y: 11800.5490189 Principal moments and X -Y directions about centroid: I: 0.3912068 along [1.0000000 0.0000000] J: 0.3912068 along [0.0000000 1.0000000] Section Module: Sx- 0.391/(1.9/2) - 0.412 In "3 Sy- 0.391/(1.9/2) - 0Al2 In "3 Area: 1.7671459 Perimeter. 4.7123890 Bounding box: X: - 11800.6257368 - - 11799.1257368 - Y: - 2948.3041807 - - 2946.8041807 Centroid: X: - 11799.8757368 Y: - 2947.5541807 Moments of inertia: X: 15353097.2283131 Y: 2.4605221E +08 Product of inertia: XY: 61462699.3866796 Radii of gyration: X: 2947.5542046 Y: 11799.8757427 Principal moments and X-Y directions about centroid: I: 0.2485049 along [1.0000000 0.0000000] J: 0.2485049 along [0.0000000 1.0000000] Section Module: Sx-0.2485/(1.9/2) - 0.26 In"3 Sy- 02485/(1.9/2) - 026 In *3 PROJECT: bESIGN: AF • 1 . • • ••• ARY • • DATE: OCT - 19 - 2007 PROJECT: : . ••• : •3ATEE•• ALBMINJM R4�ILWQ : ": - '•• • : : SUBJECT: • • • ' • . ADDRESS: • • 7 •1477 99T'kSt' • „ • • fideutI $HQRE, FL '• DATE: 10/19//007' • • • • SM ET No. OF DESIGN BY: AF S= M /Fb S = 0.178 INA3 Sx= 0.412 INA3 C MI L TO N E AS P.E INC. CONSULT ENGI Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305 - 8914174 • Fax: 305 - 891 -4175 E -mail: rncubas99 @covad.net M= M= PxL /4 2,400.00 LB -IN ALLOWABLE STRESS APPLY WITHIN 1.0 IN OF A WELD. 1Fb= 1 13,500.0 PSI ROUND OR OVAL TUBES. ALUMINUM ALLOY 6061-T6, -T651, -T6510, -T6511 USE: •. .• •• • • • • • • • • •• • •�• • • • • • • • • • • • • • ••• • • • • • • •• • • ALUMINUM GUARDRAIL DESIGN (GATE FRAME) F.B.C. 1618.4.6.1 P = 200 LB 747 48 IN S = 0.17811\1^3 < Sx OK ALUMINUM ALLOY PIPE 1 1/2 SCH 80 Sx = 0.41 INA3 Sy= 0.41 INA3 6061 -T6, -T651, - T6510, -T6511 PROJECT: : : • ••• • . }1L!JMINWM R/LILINQ .: • .: b AT F� • • : • • • SUBJECT: •• • Sx = 0.412 IN ^3 ADDRESS: • • : 8TNP 991'4 Sr'' • • , • • • DATE: 10/19h00t • • • • I6i-rEET No. OF DESIGN BY: AF S= M /Fb S = 0.089 IN ^3 Sx = 0.412 IN ^3 C MI LTON CUBAS, P.E. INC. CONSULTIRWG ENGINEER Milton Cubes 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 89.1 -4174 • Fax: 305- 891 -4175 E- mail: mcubas99 @covad.net M M= W x LA2 / 8 1,200.00 LB -IN ALLOWABLE STRESS APPLY WITHIN 1.0 IN OF A WELD. Fb = 13,500.0 PSII ROUND OR OVAL TUBES. ALUMINUM ALLOY 6061-T6, -T651, -T6510, -T6511 USE: ALUMINUM GUARDRAIL DESIGN F.B.C. 1618.4.6.1 • • •• • • • • • • • • • •• •• •• • • • • • • • • • • ••• • • • • • • •• • • S = 0.089 1N"3 < Sx OK W = 50 LB /FT 11111111 z/ l / ALLOY PIPE 1 1/2 SCH 80 Sx = 0.412 IN ^3 Sy= 0.412 6061 -T6, -T651, - T6510, -T6511 MILTON CUBAS, P.E., INC. 1.9" PROJECT: bESIGN: I FRAME : •; •.: PIPE 1 1/2 SCI ALUMINUM ALLOY 6,061 -T6 • • • • •. ••• • • • • .°°°° • •• • • • • .•• • ••• • • • % • : St7 M MARY • • AF DATE: • • • .. ,••• • • • • • 1 1/2" •• • • • O■ Area: 1.0681415 Perimeter: 10.6814150 Bounding box: X: - 11786.1617707 -- - 11784.2617707 Y: - 2938.7137766 -- - 2936.8137766 Centroid: X: - 11785.2117707 Y: - 2937.7637766 Moments of inertia: X: 9218548.6357028 Y: 1.4835547E +08 Product of inertia: XY: 36981374.7937849 Radii of gyration: X: 2937.7638390 Y: 11785.2117862 Principal moments and X -Y directions about centroid: I: 0.3912068 along [1.0000000 0.0000000] J: 0.3912068 along [0.0000000 1.0000000] Section Module: Sx =0.3912/(1.9/2) = 0.42 in "3 Sy =0.3912/(1.9/2) = 0.42 in *3 OCT - 19 - 2007 PROJECT: : : ••• •aATE... 6L I MI \IUM RATLIQIc • - '.• e SUBJECT: • • ' • ADDRESS: • .. •IIIAII� ~ A?$7 96�TH• • •' • Sf I PI. . • • DATE: 10719/2007 • ' • • 6414ET No. OF DESIGN BY: AF S= M /Fb S = 0.008 INA3 Sx= 0.012 I N ^3 C MI L TO N E N AS, r.E., PIC CONSULT ENGI Milton Cubas 1302 N.B. 125 ST. • North. Miami, Florida 33161 Phone: 305 - 8914174 • Fax: 305-891-4175 E -mail: mcubas99 @covad.net ALUMINUM PICKET DESIGN F.B.C. 1618.4.6.2 M= M WxL "2 /8 225.00 LB -IN ALLOWABLE STRESS APPLY TO NONWELDED MEMBERS AND TO WELDED MEMBERS AT LOCATIONS FARTHER THAN 1.0 IN FROM A WELD. IFb = 28,000.0 PSII SHAPES BENT ABOUT WEAK AXIS, BARS, PLATES. ALUMINUM ALLOY 6061- T6,- T651,- T6510, -T6511 USE: • • ••• ••••• • • • • • •• •• ••• • • • • ••• • • • • • • • • • • • • ••• • • • • • • . •• • •• S = 0.008 IN "3 < Sy OK W= 9.4 LB /FT , 11111111, / / / I mo- 48 IN ---►I LL PRESSURE = 25 PSF DISTANCE BETWEEN PICKETS = 4.50 IN ALUMINUM ALLOY SOLID BARS 1/2" Sx = 0.0124 I N "3 Sy= 0.0124 I N "3 6061 -T6, -T651, - T6510, -T6511 MILTON CUBAS, P.E., INC. PROJECT: bESIGN: • PICKET ••• . SOLID BAR INSERT 1/2 ".OD. . ALUMINUM ALLOY 6061 =T6i j I s.: I• *:: 1/2" f O Area: 0.1963495 Perimeter: 1.5707963 Bounding box: X: - 11800.0050401 -- - 11799.5050401 Y: - 2937.7819979 -- - 2937.2819979 Centroid: X: - 11799.7550401 Y: - 2937.5319979 Moments of inertia: X: 1694318.6948253 Y: 27338574.9752717 Product of inertia: XY: 6805898.8077561 Radii of gyration: X: 2937.5320006 Y: 11799.7550407 Principal moments and X -Y directions about centroid: I: 0.0030680 along [1.0000000 0.0000000] J: 0.0030680 along [0.0000000 1.0000000] Section Module: Sx= 0.0031/(0.5/2) = 0.0124 in "3 Sy =0.0031/(0.5/2) = 0.0124 in "3 AF .• • •• . ••• •• :s. ••• DATE: S M MARY • • •• • •• •� OCT — 19 — 2007 1 2. . -2. 1.293 .05 -- ry 0. '. \ • "'•/ N.A. N.A. N.A. VV11lull IQUV11 AISC EQ.4(E) 2. 2. 1.293 .05 0 N.A. N.A. N.A. AISC EQ.4(E) 3 -2. -2. . 1.292 -.05 0. N.A. N.A. N.A. AISC EQ.4(E) 4 -2. 2. 1.292 -.05 0. N.A. N.A. N.A. AISC EQ.4(E) .. 6 in Plain Base Plate Connection Base Plate Thickness :.625 in Base Plate Fy : 16. ksi Bearing Surface Fp 2.8 ksi Anchor Bolt Diameter :.374 in Anchor Bolt Material : Other Anchor Bolt Fu : 60. ksi Column Shape : PI1.9X0.145 Design Code : AISC ASD 9th Anchor Bolts Bolt X in Loads DL LL P (k) Z in Tens. Vx (k) . . .. •• • • . Base Plate Title: Vz (k) alt • • • • • • • ••• • • . Q•• • • - Bearing Pressure MmatnuCri Bgaieinp • •: Max/iiIlowable.Ratjo Base Plate Stress Maximum Stress Max/Allowable Ratio fiv (ksi) Mx (k -ft) • ••• • • • • • • • • ° • • • • ••• 167 1.1fr7 kola .1Z4: .AISC EQ.2 •• • :(ABIF = 1.000) 1.187 •. (ks( 0 :• 10.658 ksi .888 AISC EQ.2 (ASIF = 1.000) 10.658 (ksi) .049 .2 .7 No Yes Mz (k -ft ) Reverse N 0 V 0 ' V -200 NIL 8400 M 0 M, 0 • • •.. i• 041 • • 0 • •• •• ••• • Siti�t d3 • User application PROFIS Anchor 1.8.0 http://www.ushilti.com/ Company • • Specifier. Address • . •• • • Phone/Fax -/- • • • • • • • • • ••• • E-Mail: PROFIS Anchor (e) 2003 Hg9 AO, FL -9494 Schoen HIV Is a tegIsteied Tmdema,k of HIM AG, Schoan • . Project Contract big., Re dbie • • • . •: Lo on e: - / $/1$/a07 • Specifiers comments: Anchor type and size: Kwlk Bolt 3 (KB3) 304318 Effective embedment depth: he 2.80 in. Material: AISI 304 Proof: Stand -off installation: Anchor plate: Base material: Painforcement Loading Governing loads[lb, in.-lb] N = 0 nn 0 .• • -. • • • • • • • • • • ••• .. • • • •. • • • •• • .. • • • • • •S. dedgn method: lilts ASD from lilt Product Technical Guide e = 0.00 in. (no stand -off); t = 0.62 in. CUSTOM; 4=280000; ; I, x I„ x t = 6.00 x 6.00 x 0.62 in. unaadced concrete 3000, fQ = 3000 pd; h = 8.00 In. • • Anchor y [in.] plan view section A 0 N 4 section B Vy = =0 . rdr = Br100 Governing loads[lb, in. -lb] Ecoentridty (structural section) [in.] e„ =0.00; e =0.00 Input data and moults must be checked toragmement with the existing condi9ons and forplausibiiltyl Anchor Dedgn values [lb] Utilization [ %] a Proof Load Strength PN / fly Status Tendon load 916 920 100 / - OK Shear load (no bending) 50 1274 -/ 4 OK Anchor ON P a Utilization I Status 0.996 0.039 1.667 100 OK a°. +a °. .1 Anchor Tendon force Shear force 1 N CO cr 0 50 0 50 916 50 916 50 f A,N fA,v fRN fRV indeheartiuead 0.627 0.899 0.960 0.856 0 1 "" User application PROFIS Anchor 1.8.0 http: //w m..ushilti.corn/ Company: • . e Spedfier. Address • • •• • • PhPhone/Fax - / - • • • • • • • • • .. •• • E-Mail: PROFI$ Anchor ( c ) 2003 Hitti AO, FL -9494 Schrum Hilt) is a registered Trademark of HMI AG, Schnee Project. C t.110.: - Rgsppnsible: • . • •'; Cacetie0/Qate: V 6/19/2007 Load case (aovemtng): Anchor reactions [I b] Tendon force: ( +Tendon - Pressure) max concrete compresdve strain [%c]: 0.13 max concrete oompreaive stress [pd]: 488 resulting tendon force [lb]: 1833 resulting compresdon force [lb]: 1833 Loads on the critical anchor 4 Combined tension and shear loads Details ••• ..: :• •• :•• •• • • • . • . • .. 1 • • . • • ••• •• Tenon 4 0 '" : di ear through the bolt 1: shear through the threads all IN all V 1528 1655 all IV all V, all M[in. -lb] Neo[lb] V1o[Ib] 920 1274 328 Fastening meets the design criteria! .Input data and reedits must be checked for agreement with the etdsting conditions and forplabsibilityi • • ••• • • • •• •: •: • • • • : •••• • • ; • STreet 2of.3 : • 17 2\ -3.00 3.00 3.00 -3.00 3.00 3.00 -3.00 3 -3.00 l marl User application PROMS Anchor 1.8.0 httpJ/voww. us hi l ti .corn/ Sheet 3 o 3 • • •.. Protec • • .. CGntra�lyo.: • Resjoonelei, • : • • 1 e rixiatintate:: / 0/11/2007 • Address Company. Spedfier. Phone/Fax -/- E-Mai l: Anchorplate, steel: CtS1OM; f = 28000 psi Section type: Pipe section -48,3 x 2,9 (1.90 x 1.90 x 0.11) Hole diameter d 0.44 in. Recommended plate thickness: not calculated Coordinates Anchor pn.] Anchor x y Anchor x 1 -2.00 -2.00 2 2.00 -2.00 0 1.000 0 0 3 4 1 3.000 2 1.000 3.000 0 0 0 0 0 0 0 0 ri 0 0 0 3 4 -2.00 2.00 y 2.00 2.00 y • • o •. • • • • • • • • • ••• •. • Anchorplate pit] x v x x Input data and results must be checked for agreement with the existing conditions and for plausibility) PROMS Anchor (c ) 2003 Hllti AG, FL -9404 Schaan Hilti Is a registered Ttademadc of Hilti AG, Schaan • • • •• ••••• • • • • • • •• • • • • • • • • • • • • • Project: :' ; . • ; • , , ••. • :•::' •• : ` •..' •: :• :. Design: g Subject: • . ': • • • •'. • :::' • ' Sheet No. ••• �� / 7j of sheets Inspection: • AddreS" • • • • • . Investigation: Job No: • • ;•: datb:: • •• ' : : •tYesign • 1 8 f f: • 8 7 by: Reports: • MILTON NSULTING ENGINEER • •� INC. CONSULTING 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305- 891 -4174 • Fax: 305 - 891 -4175 E -mail: mcubas99 @covad.net Milton Cubas Project: • •' • • „; :•••• • • • ••••• • • • •• Design: Subject '• •. • • ' •• • •. • • •. • • ••, •• • • • Sheet No. ••• . •• • 2 Z of sheets Inspection: Address' • • • ... ' •' • • • • • , � � � • Investigation: Job No: •,, ..• ;• : : : • ba de:; : ; •' resign by: : Wrilq� • p Z f • • Reports: MILTON CUBAS, P.E., INC. CONSULTING ENGINEER Milton Cubas 1302 N.E. 125 ST. • North. Miami, Florida 33161 Phone: 305 - 891 -4174 • Fax: 305 - 891 -4175 E -mail: mcubas99 @covad.net • C'Yl`fitci /pc., a5 Ditto 4 5-0* R r A :f'k uo o k wife tbfaul 41l7 /6/ in y 3 y? 1, a/1 '1 ... Any tension member Rectangular tubes, structural 'shaped bent around strong axis Round or ovattithee Shapes bent about weak axis, . tzars. plates • 1 2 3 4 (19 24 TENSION, axial, net:sedton Type of Stress On rivets and bolts Type of Member or Component Spec. 3.4. 5 On flat surfaces and PinS anion bolts In slotted holes • 6 Allowable Stress COMPRESSION IN COMPONENTS OF .COLUMNS gross section -: ype of Stress Type of Member or Component • Spec. 3.4. Allowable. Stress . Slenderness s S, Slenderness Limit S, Allowable Stress Slenderness Between $ and S, Slenderness Limit S, Allowable Stress Slenderness a Ss .e. COMPRESSION IN COLUMNS, r MSS seated All columns Flat plates supported along one ... edge - columns buckling about a • . _ .[- H. '�metry. L . Flat plates supported along one edge columns not budding about . 7L-FL-1 asymmetry axis.. • _.. Flat plates with both ... edges supported Rat plates with• one edge supported and other edge with stiffener *Rat plates with both . edges supported aril wiitti an intermediate stiffener Curved plates supported . on both edges, wafts of round or oval tubes See Section 3.4.9.1 ••• ••• • • • • • Table 2- Allowable Stresses as , Similar Type Str 1.651, —T6510, —T6511 Extrus ons up thru 1 in., Sheet & Plate, Pipe, Standard Structural Shapes, Drawn Tube, Rolled Rod and Bar, 6351—T5 Extrusions WHITE BARS I members at locations farther than 1.0.1n. from a weld. apply within 1.0 In. of a weld. Equations that straddle the shaded. and unshaded areas apply to both. *For tubes with clrcumferentlal welds, equations of Sections 3.4.10, . .. 3.4.12, and 3.4.16.1 apply for RR s 20. apply to nonwelded members and to welded N (R/NI + R/t /35):. N 3200 ••• • • •• • •• • • • • • • • • • •