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7031 SW 62 AVE ERPB-10-012-000 Part 1 of 4 City of South Miami, Florida PLANNING AND ZONING DEPARTMENT APPLICATION,MISCELLANEOUS AND DOCUMENT FEES DATE: r/ CHECK NO: ' NAME: r ADDRESS: ; �,�,i 6-4 PHONE NO: 03.41.300 ERPB HEARING FEES 2'a 00 Environmental Review and Preservation Board (T fAL) Applications for new construction in the RS and RT zoning districts Single unit($750) All other applications for: New construction($900); Renovation($450); Signs, fences,walls, et C($22D5) For each additional appearance before the Board($150) VARIANCE,FIRST REQUEST 02.19.161 Advertisement and Notice Fees .................................. ($1,500) 03.41.200 Admin Fee............................................................. ($1,500) (TOTAL$3,000) EACH ADDITIONALVARIANCE REQUEST................($1,125) SPECIAL USE/SPECIAL EXCEPTIONS 02.19.161 Advertisement and Notice Fees ................................... ($1,500) 03.41.200 Admin Fee............................................................. ($1,500) (TOTAL$3,000) 02.19.161 REZONING APPLICATION(10 acres or less)............... ($6,000) 02.19.161 REZONING APPLICATION(More than 10 acres)......... ($20,250) LDC TEXT AMENDMENT I(General standards,misc. provisions) 02.19.161 Advertisement and Notice Fees....................................($1,500) 03.41.200 Admin Fee............................................................... ($1,500) (TOTAL$3,000) LDC TEXT AMENDMENT II(Change Permitted use Schedule) 02.19.161 Advertisement and Notice Fees....................................($1,500) 03.41.200 Admin Fee................................................................($4,500) (TOTAL$6,000) 02.19.161 COMPREHENSIVE PLAN AMEND AD FEE................($1,500) 03.41.200 COMPREHENSIVE PLAN ADMIN FEE......................($28,500) (TOTAL$30,000) 02.19.161 PUD/MAJOR CHANGE LEGAL ADS .........................($1,500) 03.41.200 PUD/MAJOR CHANGE ADMIN FEE .........................($3,750) (TOTAL$5,250) 03.41.200 PUD MINOR CHANGE ADMIN FEE ..........................($1,500) 03.41.200 WAIVER-OF-PLAT APPLICATION .......................... ($4,500) GRAND TOTAL as 00 Planning genesis/Forms/Receipt Forms/RECEIPT FORM Part 112-15-09 Ordinance No.21-09-2013,adopted 9-15-09 White copy to Planning;Pink copy to Customer, Yellow copy to Finance 40 U 7, South Miami b 2, PLANNING&ZONING DEPARTMENT F 1 6130 SUNSET DRIVE w4onriucnr SOUTH MIAMI,FL 33143 TEL: 305-663-6326 ' • MCORPORATEII ' FAX: 305-668-7356 �y 1927 2001 O tt Y'V, March 16, 2010 Re: Environmental Review & Preservation Board Applicant: Paradise Awnings Property Owner: Larkin Community Hospital, Inc. For: Larkin Hospital Project: Awning Installation - Address: 7031 SW 62 Avenue ERPB No.: 10-012 Meeting Date: March 16, 2010 Dear Sir, The intent of this correspondence is to inform you that the City of South Miami Environmental Review and Preservation Board (ERPB) has granted final approval of your application with conditions. The next step in the plan review process is to submit an application for building permit. Please contact the Building Department at (305) 663-6358. The final approval from the ERPB shall lapse after six (6) months if no permit is applied for. This requirement can be found in Section 20-5.11(L), entitled Expiration, Land Development Code. Please be advised that an appeal of an ERPB decision or recommendation may be filed with the City Clerk within thirty (30) days of the ERPB final decision or before a building permit is issued, whichever comes first. Appeals may be submitted by the applicant, interested citizens, or the city administration [Section 20-6.2 (A), City Land Development Code]. If you have any questions regarding this application, please contact Mrs. Lourdes Cabrera- Hernandez at the Planning and Zoning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. Sincerely, Tho as J. Vageline, i for Planning and Zoning Department Y:\ERPB\ERPB Letters\2010 Letters\March 16,2010\ERPB FINAL APPROVED WITH CONDITIONS 10-012.doc Mr. Bedell questioned why the applicant was planting trees along the right of way. The applicant responded that it was a requirement from Miami-Dade County and the C.S.M. Planning & Zoning Department. Mr. Trautman questioned what was the tie beam height on the house and if there was a reason why the applicant did not want to line up the windows and doors on the facade that faces Manor Lane. The applicant responded nine (9) feet and he did not know why the windows doors did not line up, but he will look into it. Mr. Chandler commented that there are two gables that lead to the front entry that will be dumping water in the entrance. He recommended that the applicant consider adding a gutter to avoid the issue and commented that since the entrance is hidden away the applicant might want to consider the option of the roof popping up a little more. He further recommended that the applicant could adjust the situation by the entry piece by pulling it out a little more which could help the massing of the house. Mrs. Mark commented that she has some concerns in regards to the color scheme. She questioned why the applicant was considering the color black for the proposed fascia. The applicant responded that the color selection was chosen by the owner of the property, but if the board has any suggestions the owner will take that into consideration. He commented that the color black includes the fascia board, but the underside over hang will be beige. Mr. Bedell questioned the color of the quoins if they were going to be white or beige. The applicant responded that the color would be dark beige that will create a color contrast. Mrs. Mark questioned the color of the garage door. The applicant responded that the door is going to be the color brown. Mr. Trautman suggested that the colors being proposed in the rendering are perfect. Mr. Bedell suggested the color dark brown instead of the color black. Mr. Trautman moved to grant preliminary approval with the conditions that allow the architect some discretion with the way he is adjusting the front entrance, accepting his discretion that the height of windows and doors would line up on the facade that faces the street, the color of the trim would be a brown mahogany color instead of black and staff's conditions. Mr. Chandler opened for Public Hearing. No discussion Mr. Chandler closed the Public Hearing. Motion: Mr. Trautman moved to grant preliminary approval with conditions. Mr. Jude seconded. Vote: 5 Approved 0 Opposed 2) [ERPB-10-012] Applicant: Paradise Awnings Property Owner: Larkin Community Hospital, Inc. For: Larkin Hospital Location: 7031 SW 62 Avenue Request: Awning Installation ERPB Mins 3-16-2010 Pg 2 of 4 v Applicant Present: Mr. Orlando Pacheco Mr. Lightfoot read the item into the record. Mr. Chandler moved to approve the application as presented. Mr. Jude seconded. Mr. Chandler opened for Public Hearing. No discussion Mr. Chandler closed the Public Hearing. Mrs. Mark questioned if there were any awnings previously installed on the building. The applicant commented that he was not aware of any other awnings on the building. Mrs. Mark commented that in the photographs provided by the applicant it was seen that there are existing awnings. Motion: Mr. Chandler moved to approve the application as presented with conditions the color of the awnings being proposed match the existing awnings. Mr. Bedell seconded. Vote: 5 Approved 0 Opposed V. APPROVAL OF MINUTES: Mr. Chandler moved to approve the minutes of February 16, 2010 & March 2, 2010 without conditions. Mrs. Mark seconded. Vote: 5 Approved 0 Opposed 1 Abstained (Mr. Jude) REMARKS: Mr. Rivera questioned what entity within the city could request an updated change for a building that was painted twenty years ago and if the business could be obligated to paint the building over. Mrs. Cabrera-Hernandez responded that in the past the issue was brought to staff which was referred to Code Enforcement. Mr. Rivera commented on the building (Bank United) across from City hall did not look so pleasant. Mrs. Mark commented that the portion of the building that is not painted is the stone portion. She commented that the stone portion might need to be pressure cleaned. Mrs. Cabrera-Hernandez informed the Board that Staff invited the new Code Enforcement Director to meet the ERPB Board. Ms. Carmen Quinn introduced herself and commented that Code Enforcement's role in the current situation is to give the property owner a courtesy warning to allow the property owner some time to fix the situation before giving them a citation. ERPB Mins 3-16-2010 Pg 3 of 4 � l Mrs. Mark questioned if Code Enforcement is proactive or do they react to what issues people bring to their attention. Ms. Quinn commented that she could only speak on the two weeks she has been working in the City. Mrs. Mark commented that there are retail businesses such as Karate that have never come before the Board. Mrs. Cabrera-Hernandez commented that Karate retail store is on a historic property and goes through the Historic Board instead of ERPB. Mr. Bedell questioned if landscaping is included in the Code Enforcement review. Ms. Quinn replied that all properties (residential and commercial) are included. Mrs. Cabrera-Hernandez informed the Board that according to the minutes, Staff informed the Code Enforcement Department about the gas station on their underground tanks and making sure the surface is in working order. Ms. Quinn commented that Code Enforcement conducted an inspection of the property and the project is on its way. She commented that Code Enforcement is working with Planning and Zoning to make sure that upon final inspection, the department is involved to record any code violations and make sure everything is taken care of before they reach final inspection. VI. ADJOURNMENT: There being no further business, the meeting was adjourned at approximately 9:18 AM An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing same with the city clerk upon a form prescribed therefore. Appeals may be taken by the applicant, interested citizens, or the city administration [per § 20-6.2 (A)of the City's Land Development Code]. If you have any questions concerning this matter, please contact Lourdes Cabrera-Hernandez, of the Planning & Zoning Department,between the hours of 8:00 AM and 5:00 PM,Monday through Friday,at 305.663.6347. Y:\ERPB\ERPB Minutes\2010 Minutes\March 2010\ERPB.Min.3.16.2010.doc ERPB Mins 3-16-2010 Pg 4 of 4 1 our Q4 �� INCORPORATED 1927 P CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday, March 2,2010 8:30 AM . I. CALL TO ORDER Action: Mr. Chandler(Chair), called the meeting to order at 8:29 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Chandler performed roll call. Board members present constituting a quorum: Mr. Chandler, Mrs. Mark, Mr. Trautman, Mr. Bedell, Mr. Balli, and Mrs. Morales-Fernandez. Board members absent: Mr. Jude and Mr. Rivera. City Staff present: Mrs. Lourdes Cabrera-Hernandez (Principal Planner), Mr. Marcus Lightfoot (Permit Facilitator), Ms. Alerik Barrios (Assistant) and Ms. Maria Stout-Tate (Administrative Assistant II)-. IV. REQUESTS ARE AS FOLLOWS: 1) [ERPB-10-012] F009 M Applicant: Paradise Awnings Property Owner: Larkin Community Hospital Inc For: Larkin Hospital Location: 7031 SW 62 Avenue Request: Awning Installation Applicant Present: None No Discussion Motion: No Motion ERPB Mins 3-2-2010 Pg 1 of 3 Vote: 0 Approved 0 Opposed 2) [ERPB-10-014] Applicant: Edward Villareal Property Owner: Miami- Dade Transit Location: 5670 SW 70 Street Request: Exterior Renovation Applicant Present: Mr. Alfonso Ledo Mrs. Cabrera-Hernandez read the item into the record. The applicant gave the board a detailed description of the project's intent. Mrs. Mark asked if the applicant had a brochure of the product, and if he provided the Board with a photograph of what the product looked like. The applicant responded that he submitted photographs of the existing building, but did not submit any pictures of the product. He further commented that there is an existing building that has the doors that are being proposing to the Board located on Commerce Lane shown by the photograph. Mr. Trautman questioned if the doors had a vision glass as well. The applicant responded no. Mr. Chandler questioned if the roll up doors are made with hurricane proof vision glass. The applicant responded that they are looking into it, but it is very expensive. Mrs. Mark.questioned if the doors being installed will have the rubberized material and if so, will it be visible. The applicant responded yes and the doors will have the rubberized material that will not be visible. Mrs. Mark questioned if the doors will be painted and what color is the building. The applicant responded that the color of the door will be grey (stainless steel) that will remain as is to avoid a maintenance issue. He commented that the color of the building is beige. Mrs. Morales-Fernandez questioned if the doors will be part of the Miami-Dade fire station standard. The applicant responded yes. Mr. Chandler opened for Public Hearing. No discussion Mr. Chandler closed the Public Hearing. Motion: Mr. Chandler moved to approve the application as presented. Mr. Bedell seconded. Vote: '6 Approved 0 Opposed V. APPROVAL OF MINUTES: Mr. Chandler moved to defer the minutes of February 16, 2010 with conditions. Mrs. Mark seconded. Vote: 6 Approved 0 Opposed ERPB Mins 3-2-2010 Pg2of3 CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD To: Chair & Members, Environmental Date: March 16, 2010 Review & Preservation Board Tuesday 8:30 a.m. Via: Thomas J. Vageline, Director RE: ERPB-10-012 Planning and Zoning De a ent First Review Via: Marcus W. Lightfoot Request: Awning Installatip\n•CA J Permit Facilitator rn� CJ ERPB Applicant: .......................................... Paradise Awnings Property Owner: ............................................ Larkin Community Hospital, Inc. Folio Numbers: ............................................. 09-4025-027-0010 Property Address: ........................................ 7031 SW 62"d Avenue Zoning District: ......I.................................. "TODD MU-5" Transit Oriented Development District — Mixed Use 5 Adjacent Zoning: .......................................... H (North); TODD MU-5 (South); MO (East); TODD MU-5 (West) Future Land Use Category: ............................ T.O.D.D. (4+4-Story) Current Use: .................................................Hospital/Medical Use Flood Zone: ..................................................X-Zone (Not in a Flood Zone) APPLICANT'S REQUEST The applicant is proposing to install one (1) canopy frame system and two (2) awning frame systems along the ground floor area of the above listed property. STAFF ANALYSIS Awning System 1 The applicant is proposing to install an awning frame system that will be located just above an eastern entrance leading into the hospital. This awning will measure out to be approximately 24'-2" long, 5'-7" wide, and 2'-8" high. The awning will also have a minimum unobstructed, clear space of 7'-6" and will be colored brown to match the other proposed awnings. Canopy System 2 The second awning that the applicant is proposing will be located along the walkway in between the eastern portion of the hospital and the temporary CT-Scan trailers that will be located on the property. Pursuant to Section 20-3.6(B)(5) of the Land Development Code, canopies may extend from the main entrance of a principal building to the street line in multifamily or nonresidential districts provided that they: (a) Do not extend beyond eighteen (18) inches from any curb line, (b) Do not exceed fifteen (15) feet in width or twelve (12) feet in height, (c) Are not screened or enclosed in any manner, and (d) Provide a minimum unobstructed, clear space of seven and one- half(7.5) feet between grade and bottom of valance. MWL Y:\ERPB\ERPB Agendas\2010 ERPB AGENDAS\March 16,2010\ERPB-10-012.doc 7031 SW 62"d Avenue ERPB-10-012 presented on March 16, 2010 Awning Installation Page 2 of 3 This awning will measure out to be approximately 61'-6" long, 7'-2" wide and will have a minimum unobstructed, clear space of 8'-0". With a total height of 10'-2", the awning will be colored brown to match the other proposed awnings. Awning System 3 The third proposed awning will be located above the walkway awning (awning system 2) between the eastern entrance leading into the temporary CT-Scan trailer and the awning extending from the eastern side of the hospital. The proposed awning will be approximately 15'-0" long, 11'-0" wide, and will have a minimum unobstructed, clear space of 12'-0". With a total height of 14'-0", the proposed awning will be colored brown. to match the other proposed awnings. Because there are currently no zoning regulations pertaining to awnings of this nature in the Land Development Code for the City of South Miami, it is staff's recommendation that the installation of awning system 1 and awning system 3 be governed by the regulations listed in the Florida Building Code. After review of canopy system 2, it was found that this system complies with Section 20-3.6(B)(5) of the Land Development Code. However, it is staff's recommendation that the installation of awning system 2 be governed by the Florida Building Code as well. It is important to note however, that the dimensions shown on the attached renderings do not match the signed and sealed plans that were presented for review and approval. Because of this, staff recommends that the dimensions in the rendering package be revised so that they are consistent with the signed and sealed plans. For additional information pertaining to color and location of the proposed awning, please refer to the attached material sample and awning installation package. RECOMMENDATION: Approval with the following conditions: 1. Approval Letter from the owner of the property; 2. The dimensions in the attached renderings must be revised so that they are consistent with the signed and sealed plans provided for review. 3. The installation of all three (3) awning systems be governed by the regulations as listed in the Florida Building Code; 4. Signage is not a part of this application, and will require a separate submission to the Environmental Review & Preservation Board; and 5. Any comments and/or suggestions from the Board. MWL YAERPB\ERPB Agendas\2010 ERPB AGENDAS\March 16,2010\ERPB-10-012.doc 7031 SW 62nd Avenue ERPB-10-012 presented on March 16, 2010 Awning Installation Page 3 of 3 Attachments: • ERPB Application, undated • Certificate of Flame Resistance w/Material Sample • Structural Calculations for Canvas Awning • Larkin Community Hospital Renderings • Birds Eye Perspective, sheet A2 • Plan Enlargement, sheet Al • Birdseye Perspective—East View, sheet.A3 • Roof Top View Rendering, sheet A4 • Canopy#2 Sidewalk View, sheet A5 • Dimensioned Site Plan, sheet A6 • Sections, sheet A7 • Awning System Isometric Plan(Upper& Lower Awning), sheet 1 of 5 • Awning Plan View, sheet 2 of 5 • Awning System Isometric Plan (Upper Awning), sheet.3 of 5 Awning System Isometric Plan (Lower Awning), sheet 4 of 5 • Awning Details, sheet 5 of 5 • Awning, sheet 1 of 2 • Awning Details, sheet 2 of 2 MWIL Y:\ERPB\ERPB Agendas\2010 ERPB AGENDAS\March 16,2010\ERPB-10-012.doc CITE' OF SOUTH M7kMI PLANNING &ZONING IDEPARTMTNT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: l7aJ I j SOUTH MIAMI,FL PROPERTY OWNER: v►i �^ TEL.NO. �S— 6 S— 7S►S ADDRESS: STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF,THE PROPERTY? SINGLE-FAMILY RESIDENCE BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE V1 MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: WHAT WILL THE TOTAL COST BE TO COMPLETE THIS PROJECT? APPLICANT'S NAME: � ui w' TEL NO. ADDRESS: '795O X/C,/ STREET T C= STATE Zip FAX NUMBER: AS THE APPLICANT,PLEASE,INDICATE YOUR RE ONSHIP TO THIS PROJECT OWNER OF THE PROPERTY TENANT/LESSEE CONTRACTOR OTHER: OWNER OF THE BUSINESS ARCHITECT ENGINEER PLEASE,INDI.CATE CONTACT PERSON(ERPB's decision will be mailed to the contact person indicated below): PROPERTY OWNER APPLICANT / OTHER(provide name and addre s dr' ✓ /Art�O uC Lev f� PLEASE SIGN•Y(. 7R NAN/fF.ON THEE LINE AJ30VE DATE K I RPBIERPB Application Form PEVISED FOR-2007-2008.doc Ir Certificate -of $lame Remi£5tanre REGISTERED Date Work Performed APPLICATION ISSUED BY CONCERN No. WEBLON INC. DIVISION OF HERCULITE PRODUCTS ABERDEEN ROAD, PO BOX 435 F-69 EMIGSVILLE PA 17318 IPZ14ZO4 717-764-1192 This is to certify that the materials described on the reverse side hereof have been flame- retardant treated (or are inherently nonflamable). FOR ASTRUP COMPANY AT 2937 WEST 25th STREET CITY CLEVELAND STATE OHIO 441 13 Certification is hereby made that: (Check "a" or"b") F1 (a) The articles described on the reverse side of this Certificate have been treated with a flame- retardant chemical approved and registered by the State Fire Marshal and that the application of said chemical was done in conformance with the laws of the State of California and the Rules V and Regulations of the State Fire Marshal. Name of chemical used Chem. Reg. No. Method of application N X] (b) The articles described on the reverse side hereof are made from a flame-resistant fabric or iffil material registered and approved by the State Fire Marshal for such use. Trade name of flame-resistant fabric or material used WEBLON--POLYESlReg. No. E •69 The flame Retardant Process Used WILL NOT Be Removed By Washing (will or will not) PETER COHAN By MICHAEL GATT I, 0 C MANAGER Name of Production'Superintendent Title gl, A A A A A .4 IlAt AS W.M.". WE 16112!1 M We hereby certify this to be a true copy of the original"CERTIFICATE OF FLAME RESISTANCE" issued to us, "original copy" of which has been filed with the California State Fire Marshal. The ASTRUP COMPANY By Control/lot# Quantity 50. 000 YD Customer order#FR ANS 3:SC 0 Description WEBLON CP2710-62 Astrup Invoice # 2805474 Product Code 857210 PARADISE AWNINGS CORP. INC. 7491 NW 8TH ST MIAMI FL 33126-2912 COVER SHEET Structural Calculations for Canvas Awning Project: LARKIN COMMUNITY (WALKWAY AWNING) R&D CNGINCCRS Research & Design Engineers, Inc. 13400 SW 134 AVE.#1 Miami, FL 33186 Tel: 786-293-1500 Fax: 786-293-4999 www.RnDEng.com CA# 9857 ;silk. {yam 7/ 0 Aq"'" r 1 % NO 4 a x / 2- a Wayne A. Su bth rjdnd R Structural*---, -$�UVII" �,k S%,% PE# 44353,,,,,.,..3 LARKIN COMMUNITY WALKWAY 1 of 11 2/4/2010 DESIGN WIND LOADING FOR CANVAS AWNING (Height Less Than 60 ft) Wind Code: ASCE 7-05 Wind Speed: V= 90 mph Importance Factor: I = 0.77 Mean Roof Height: Z= 15 ft Exposure category:= "C" Width:= 11-ft Length := 15-ft Area := Width-Length = 165•ft2 K,t:= 1.0 Kd := 0.85 KZ= 0.85 qh := 0.00256•KZ•Kn•Kd•V2•I qh = 11.52psf GCp = —1.76 GCpi := 0.0 Pdesign gh.(GCp + GCpi) Pdesign = —20.2psf FULPI LOAD ON PERMETER OF UPPER FRAME Perimeter:= 2•(Width+ Length) = 52-ft Uplift:= Area•Pdesign Uplift= —3339 lb Uplift _1 ULP:= ULP= —64.21 ft -lb Perimeter rUP1 LOAD ON LOWER FRAME Width2 := 7.17-ft UP:= Width2 •Pdesign UP= —72.55 ft 1 lb [LXI LOAD (X-DIRECTION) ON SIDE TRUSS Height—front—truss = 12 in Height—of—side—truss = 2 ft Height—of—side—truss = 2 ft LARKIN COMMUNITY WALKWAY 2 of 11 2/4/2010 Area := Width t .(HT- HpB) + HDB•Width = 1 2 ft—.(2-ft- 12-in) + 12-in-11-ft Area = 16.5 ft 2 LR:_ �HT- HDB)2 + Width = (2-ft- 12 dn)2 + Width 2 LR= 11.05 ft Perimeter_side_truss:= HT+ LR+ HpB + Width = 2-ft+ (2•ft- 12•in)2 + Width + HpB+ Width Perimeter—side—truss= 25.05 ft Load-on-side-truss := Area•I Pdesign I Load-on-side-truss = 333.9 lb Load on side truss -1 Load_perimeter:= -Perimeter r -side truss Load_perimeter= 13.33 ft •lb fLZI LOAD (Z-DIRECTION) ON SIDE TRUSS Height-of—side—truss = 2 ft LZ:= Height_of side_truss•Pdesign LZ= -40.47 ft-1.lb CHECK MEMBER # 137 CIRCULAR HSS SUBJECT TO COMBINED FLEXURE AND AXIAL FORCE (BASED ON AISC ASD DESIGN) Fy:= 35•ksi E := 29000-ksi L:= 7.5-ft K:= 1.0 Pr:= 494-lb Mrs:= 55-lb-ft Mry:= 92-lb-ft DIMENSIONS AND PROPERTIES: Shape= "PIPE" Designation = "Pipe1STD" Wt= 1.7 ft OD = 1.315 in ID= 1.049 in t,0, = 0.133 in t= 0.124 in A = 0.46 in D t= 10.60 1 = 0.083 in S = 0.1260 in3 r= 0.423 in J = 0.166 in Z= 0.177 in BENDING LARKIN COMMUNITY WALKWAY 3 of 11 2/4/2010 �. _ 0.07-E _ 0.07.29000•ksi X = 58.00 p Fy 35•ksi p OD 1.315-in �, :_ — _ 10.6 t .124-in 0.31•E 0.31-29000-ksi �r:_ _ Xr= 256.86 Fy 35•ksi The_section_is:= q "Non compact" if a,p <x <Xr q "Slender" if X >Xr q "Compact" otherwise The-section-is= "Compact" Calculate the available flexural strength Qb := 1.67 Mn—yielding Fy•Z = 35•ksi•.177•in3 Mn-yielding= 516.3 ft-lb 0.021•E 0.021.29000•ksi 3 Mn_compact�_ + Fy 1.315-in •S = + 35•ksi 126-in OD t .124-in Mn—compact= 970.5 ft.lb F 0.33-E _ 0.33.29000•ksi F 902.4 ksi cr OD 1.315•in cr= t .124.in Mn slender Fcr'S = Fcr•.126•in3 Mn slender= 9475.39 ft-lb Mn := m +- min(Mn_yielding Nn_compact) if The_section_is = "Compact" m +- min(Mnyielding,Mn—slender) if The-section-is = "Slender" Mn = 516.25 ft-lb LARKIN COMMUNITY WALKWAY 4 of 11 2/4/2010 Mn Mn Mc— — = Mc= 309.13 ft-lb Ob 1.67 COMPRESSION QC:= 1.67 K•L 1.0.7.5•ft — _ = 212.77 r .423-in E 29000-ksi 4.71 — = 4.71 = 135.58 Fy 35 ksi Fe n2•E — n2.29000•ksi - — — F — 6.32 ksi :— 2 2 e — CKr L1 (1.0-7.5.423 nft) Fy 35•ksi 0.658 Fe •Fy = 0.658 Fe •35•ksi = 3.45 ksi Fy F E Fcr:= f<— 0.658 e •Fy if K L— 5 4.71 — Fcr= 5.54 ksi r Fy K•L f F— 0.877•Fe if — >4.71•J—E — r Fy Pn := Fcr•A = Fcr•.46•in2 Pn = 2.55 kip Pn Pc:_ — Pc= 1.53 kip 92c Pr 494-lb M, 55-lb-ft Mry 92-lb-ft — _ = 0.323 — _ = 0.178 — _ = 0.298 Pc Pn Mc Mc Mc Mc 92c Pr 8 M, Mry 494-lb 8 (55-lb-ft 92•Ib•ft H1 1a := — + — — + — _ + — + Pc 9 Mc Mc Pn 9 Mc Mc 1.67 Hl—la = 0.746 LARKIN COMMUNITY WALKWAY 5 of 11 2/4/2010 Pr Mrx Mry 494-lb 55-lb-ft 92-lb-ft H1 1b := + — + — _ + + 2-PC MC Mc Pr, MC MC 2 1.67 H1 1b = 0.637 P I := i +- Hl-la if - >_0.2 1 = 0.746 Pc Pr iF- Hl-lb if — <0.2 PC if(I <_ 1.0,"OK" ,"N G") _ "OK" CHECK MEMBER # 126 CIRCULAR HSS SUBJECT TO COMBINED FLEXURE AND AXIAL FORCE (BASED ON AISC ASD DESIGN) Fy:= 35•ksi E := 29000•ksi L:= 5.5-ft K:= 1.0 Pr:= 294-lb Mrx:= 163-lb-ft Mry:= 296-lb-ft DIMENSIONS AND PROPERTIES: Shape= "PIPE" Designation = "Pipe1-1/4STD" Wt= 2.3 Ib OD = 1.660 it ID = 1.380 in tnom = 0.140 in ft t= 0.130 in A = 0.62 in2 D t= 12.80 1 = 0.184 in S = 0.2220 in r= 0.543 in J = 0.368 in Z= 0.305 in BENDING 0.07-E _ 0.07.29000•ksi XP 58.00 P Fy 35•ksi P OD 1.66-in X := — = k 12.77 t .13-in 0.31•E 0.31.29000•ksi �r:_ = A,r= 256.86 Fy 35•ksi LARKIN COMMUNITY WALKWAY 6 of 11 2/4/2010 The_section_is:= q E-- "Noncompact" if Xp <X <Xr q <- "Slender" if % > Xr q F "Compact" otherwise The-section-is = "Compact" Calculate the available flexural strength Q b := 1.67 Mnyielding= Fy•Z = 35•ksi•.305•in3 Mn-yielding = 889.6 ft-lb 0.021•E 0.021.29000•ksi 3 Mn_compact�= OD + Fy •S = 1.66.in + 35•ksi 222-in t .13-in Mn-compact= 1529.8 ft-lb Fcr:_ 0.33•E 0.33.29000•ksi = Fcr= 749.5 ksi OD 1.66-in t .13.in Mn slender:= Fcr•S = Fcr•.222•in3 Mn—slender= 13864.97 ft-lb Mn := m +- min(Mnyielding)Mn_compact) if The-section-is = "Compact" m E- min(Mnyielding,Mn—slender) if The-section-is = "Slender" Mn = 889.58 ft-lb Mn Mn Mc:= — = Mc= 532.68 ft.lb Qb 1.67 COMPRESSION nc:= 1.67 K•L 1.0.5.5•ft — _ = 121.55 r .543-in LARKIN COMMUNITY WALKWAY 7 of 11 2/4/2010 J E 29000•ksi 4.71 — = 4.71 = 135.58 Fy 35•ksi n2•E �2.29000•ksi Fe :_ = Fe = 19.37 ksi K•L 2 1.0.5.5•ft 2 r ) ( .543-in ) Fy 35•ksi (0.658 Fe •Fy = 0.658 Fe •35•ksi = 16.43 ksi Fy Fcr:= f F 0.658 Fe •Fy if K—L <_4.71•FE Fcr= 16.43 ksi r K•L [E— f 0.877 Fe if — >4.71 r y Pn := Fcr•A = Fcr•.62•in2 Pn = 10.19 kip Pn PC:= — Pc= 6.1 kip K2c Pr 294-lb Mnc 163-lb-ft Mry 296-lb-ft — _ = 0.048 — _ = 0.306 — _ = 0.556 Pc Pn Mc Mc Mc Mc f2c Pr g Mrx Mry 294-lb 8 (163-lb-ft 296-lb-ft1 Hl-1a:= Pc + 9 Mc + M c P n + 9 M c + M J c 1.67 H1 1a = 0.814 Pr M, Mry 294-lb 163-lb-ft 296-lb-ft H1-1b:= + — + — _ + + 2.PC Mc Mc 2• Pn Mc Mc 1.67 Hl—lb = 0.886 LARKIN COMMUNITY WALKWAY 8 of 11 2/4/2010 Pr 1 := i <– H1_1a if — >_0.2 1 = 0.886 PC P, iFH1_1b if — <0.2 Pc if(1 1.0,"OK" ,"NG") = "OK" CHECK COLUMN MEMBER#86. 87(SEE STAAD OUTPUT) P := 700-lb Mx:= 3577-lb-ft My:= 103-lb-ft Pu := 1.6•P Pu = 1120 lb Mix:= 1.6-Mx Mux= 5723.2 ft-lb M„y:= 1.6-My M„y= 164.8 ft-lb �t:= 0.90 0.90 Lx:= 12-ft Ly:= 8-ft K:= 1.2 Fy:= 46•ksi F„ :=46•ksi E := 29000•ksi Shape = "HSS3X3X1/4" A = 2.44 in rx= 1.11 in Zx= 2.48 in ry= 1.11 in Zy= 2.48 in K•Lx KLx:= KLx= 155.68 rx KLy:= K-Ly KLy= 103.78 ry if(KLy> KLx,"Bucling about Y-Y controls" ,'Buckling about X-X controls") _ 'Buckling about X-X cor KLr:= max(KLx,KLy) KLr= 155.68 KLr Fy ?,C:= E Xc= 1.97 LARKIN COMMUNITY WALKWAY 9 of 11 2/4/2010 F cr � (0.658 /f xcz F y if 5 c 1.5 (0.658 X,2)Fy= 9.01 ksi 0.877 f •F otherwise 0.877 2 y Fy= 10.36 ksi c �c2 Fcr= 10.4 ksi �c:= 0.85 �cPn Oc'Fcr'A OCPn = 21.5 kip Mnx:= Ob'Fy'Zx Mnx= 8.56kip•ft Mny:= Ob•Fy•Zy Mny= 8.56 kip-ft M M Egn_H1_1 := h <— Pu + 8 ux + uy if Pu >0.2 Pu (�cPn 9 Ob'Mnx Ob'Mny OcPn = 0.052 M h Pu + ux + M uy otherwise OcPn 20CPn Ob'Mnx Ob'Mny Egn_H1_1 = 0.791 Pu 8 M M + ux- + —) - 0.732 uy 4CPn 9 Ob'Mnx Ob'Mny M My Pu + ux- + — = 0.791 20CPn (Ob-Mnx Ob'Mny if(Egn_H1_1 s 1.0,"O.K." ,"N.G") _ " O.K." COLUMN FOOTING SIZE (at node 52) Uplift:= 2268-lb VolumeRequired := Uplift-1b.5 VolumeRequired = 22.68ft3 150•- 13 Width:= 3-ft VolumeRequired Thickness_regd:= 2 Thickness_regd = 2.52 ft Width COLUMN FOOTING SIZE (at node 159) LARKIN COMMUNITY WALKWAY 10 of 11 2/4/2010 Uplift:= 1158-lb VolumeRequired := Uplift-1b.5 VolumeRequired = 11.58ft3 150•- ft3 Width:= 2.5-ft VOIUmeRequired Thickness_regd:= Width 2 Thickness_regd= 1.85 ft CHECK COLUMN ANCHOR BOLTS Based on 5/8" Dia x 4-1/2"embedment into CONCRETE wall using Simpson WEDGE-ALL - TENSION - - - — - Uninfluenced–Allowable–Tension = 2690 lb No–of–bolts = 4 fssl := 0.68 Load adjustment factor for Bolt Spacing fccl ;= 1.0 Load adjustment factor for Edge Distance fcC2 := 1.0 Load adjustment factor for Edge Distance Calculate Allowable Tension load per bolt: Tension_allowable:= Uninfluenced_Allowable_Tension•fssl.fccl'fcc2 Tension–allowable= 1829 lb Applied–tension = 2268 lb SHEAR Uninfluenced allowable shear= 3150 lb Applied_shear= 529 lb Fss, := 1.0 Load adjustment factor for spacing Cact 12-in edge distance Fc1 := 1.0 Load adjustment factor for edge distance Fc2 := 1.0 Load adjustment factor for edge distance Shear allowable:= Uninfluenced_allowable_shear•Fss,-Fcl•Fc2.1.33 Shear–allowable= 4190lb CHECK ANCHORS FOR COMBINED TENSION, SHEAR,AND MOMENT Applied_Moment= 210 ft-lb Applied_Moment= 2520 in•lb Moment Arm = 7.00 in Applied_Moment Tmoment�= Tmoment= 360 lb Moment Arm Applied–tension + Tmoment Applied_shear Tension–al Iowa ble-N o of bolts Shear–al Iowa ble-N o of bolts 1 = 0.39 if(I <_ 1.0,"O.K." ,"N.G.") _ "O.K." LARKIN COMMUNITY WALKWAY 11 of 11 2/4/2010 Job No Sheet No Rev 9 R-Ofpt 1 1 Software licensed to RND Part Job Title Ref By DatF03-Feb-10 Chd Client File St►2.std Date/Time 04Feb-2010 07:52 Job Information Engineer Checked Approved Name: Date: 03-Feb-10 Structure Type I SPACE FRAME Number of Nodes 299 Highest Node 301 Number of Elements 507 Highest Beam 513 Number of Basic Load Cases Number of Combination Load Cases 3 Included in this pfintout are data fora Nodes 51,52,238,239 Beams 85,86,126,137 Induded in this Dfintout are results for load cases_ Type UC Name Combination 6 0.6D+(ULP+UP Combination 7 0.6D+U Combination 8 06D+LX PrintTime/Date:04/02/2010 08:56 STAAD.Pro for Windows 20.07.03.16 Print Run 1 of 11 44 Job No Sheet No Rev now Part Software licensed tb RND Job Title Ref BY Da"03-Feb-10 Chd Client File Str2.Std Date/Time 04-Feb-2010 07:52 6 6 6 6 s 6 6 Ibf 651bfm Ibf 65 Ibf 65 Ibftft 651bf 65 Ibft t 65 IbTM 55 IbfM 65 Ibftft ULP Print Time/Date:04MV2010 08:56 STAAD.Pro for Windows 20.07.03.16 Print Run 2 of 11 :7 Job No Sheet No 3 Part Software licensed to RND Job Title Ref By Dat�03-Feb-10 Chd Client File Str2.std ern— 04-Feb-2010 07:52 1 dI lb 41 lbf 411bf Ibt �1 Ibf -41 lb 1 lbf 1 Ibf/R f -41 Ibffft d Ibffit di IbflR di Wirt 41 fbf/f At Ibftft t•1 PrintTimeMate:O"2/201008:56 STAAD.Pro for Windows 20.07.03.16 Print Run 3 of 11 ^� Job No Sheet No Rev F2 4 i#W—A Software licensed to RND Part Job Title Ref By DatF03-Feb-10 Chd Client File Str2.std DaWrime 04-Feb-2010 07:52 ft 14 Win \ 14 lbftft LX PrintTime/Date:04102f2010 08:56 STAAD.Pro for Windows 20.07.03.16 Print Run 4 of 11 Job No Sheet No Rev 5 Software licensed to RIND Part Job Title Ref By Dat`103-Feb-10 Chd Client File Str2.std DaWr,-e 04-Feb-2010 07:52 Ib lb Ib�llttlb Ibfff\ 7g 33Ib lb 7g Z3. 73 3\ib IbrRtl Ib Ib1At IbZy Ib?11Dflnlb��lbT/RIbT{ftlbiHt Iblht iRt lltt �1 ��qqI b% t I#�Ib ID 33 III b�l�tlb� Ib�f�llbl /�tlb�l�tlb�AltlD#/�t \ I b IbTIttID IbiJn � IDTrt[Ibf�IbfAilbTnl�lft gg� IbfRt Ib 7�1 Ib�llb�b IbThtlbjlhtlb IbiAtIb IbT/ttlb ImMbi�'AlA 31b lb Ib�17C @#A1t� h Ib tb do 31bf1�1 Load 1 Vl-p Print Time/Date:04/0212010 08:56 STAAD.Pro for Windows 20.07.03.16 Print Run 5 of 11 ' 7 Job No Sheet No Rev 6 dip Part Software licensed to RND Job Title Ref By Date3-Feb-10 Chd Client File Str2.std DateTme 04-Feb-2010 07:52 ,d1,y1\� IDllttlDr/ Ib�tm,y� l��l roflt dt l Ib11IbM ;hlb ft 1Atl6#Atro�At ro#Adb�At ls9 Ibillb At 69At' Ib At Al IdAt's4htl I ro l b�At' Ib'#Atro$h< At6}At .at m#At dIii Ib�Atl��lb�'�t I Load 3 LZ Print Tine/Date:04!022010 08:56 STAAD.Pro for Windows 20.07.03.16 Print Run 6 of 11 Job No Sheet No Rev dw 7 Part Software licensed to RND Job Title Ref By Dat 03-Feb-10 Chd Client Pile 9tr2.std Date/ri— 04-Feb-2010 07:52 1 � 1 \ 15 CRITICALMEMBER NUMBERS Print Time/Date:04/0=010 08:56 STAAD.Pro for Windows 20.07.03.16 Print Run 7 of 11 ' 7 Job No Sheet No 8 p Rev y Pert Software licensed to RND Job Title Ref By Dak03-Feb-10 Chd Client File Str2.std Daterr'me 04-Feb-2010 07:52 \ 88 1 89 238 168 glillM 51 E6169 52 12 Load a SUPPORT NODE NUMBERS Print Time/Date:04/02/2010 08:56 STAAD.Pro for Windows 20.07.03.16 Print Run 8 of 11 Job No Sheet No Rev 9 Part Software licensed to RND Job Tide Ref By Datq)3-Feb-10 Chd Client File Str2.Std DateRme 04-Feb-2010 07:52 1168 4151 Ehi69 jh52 SUPPORT NODE NUMBERS PrintTime/Date:04/02/201008:56 STAAD.Pro for Windows 20.07.03.16 Print Run 9 o 11 Job No Sheet No Rev 10 Part Software licensed to RND Job Title Ref By Da"03-Feb-10 Chd client File Str2.std Datefr111e 04-Feb-2010 07:52 Lo to co 13� CRITICALMEMBER NUMBERS Beam End Forces Sign convention is as the action of the'oint on the beam_ Axial Shear Torsion Bending Beam Node LIC Fx Fy Fz Mx My Mz (Ib) (Ib) (Ib) (lb-ft) (lb-ft) (Ili ft) 85 51 6:0.6D+(ULP+1 -2268 -93 -529 133 886 -210 7:0.6D+LZ 740 -34 520 -70 -3577 -103 8:06D+LX 122 -58 27 -5 31 -146 53 6;0.6D+(ULP+I 2308 93 529 -133 3349 -531 7:0.6D+L7 -700 34 -520 70 -582 -169 8:06D+LX -83 58 -27 5 -246 -318 86 52 6:0.6D+(ULP+I -1349 -3 252 -8 -1194 -14 7:0.6D+LZ -416 -1 708 -28 -4074 8 8:06D+LX 103 3 -34 4 1931 16 57 6:0.6D+(ULP+1 1389 3 -252 8 -825 -9 7:0.6D+LZ 456 1 -708 28 -1587 -16 8:06D+LX -63 -3 34 -4 79 7 126 77 6:0.6D+(ULP+I 294 209 62 108 -163 295 7:0.6D+LZ -113 -35 -37 17 127 50 PrintTime/Date:04!02201008:56 STAAD.Pro for Windows 20.07.03.16 Print Run 10 of i1 Job No Sheet No Rev 11 Part Software licensed to RND Job Tide Ref By Dacca3-Feb-10 Dhd Client File Stl2.Std Date-fr1Te 04-Feb-2010 07:52 Beam End Forces Cont... Axial Shear Torsion Bending Beam Node L1C Fx Fy Fz Mx My Mz (Ib) (!b) (Ib) (Ib-ft) (Iti ft) (Ivft) 8:06D+LX 13 -6 -44 -3 30 -10 79 6:0.6D+(ULP+I -294 -206 -62 -108 4 235 7:0.6D+LZ 119 37 37 -17 -32 -42 8:06D+LX -13 8 8 3 37 -8 137 75 6:0.6D+(ULP+I 494 -144 32 -55 -33 -92 7:0.6D+LZ -43 37 142 -30 -171 36 8:06D+LX 32 2 2 8 -18 2 90 6:0.6D+(ULP+I -494 24 -32 55 -27 -66 7:0.6D+LZ 43 -35 -65 30 -24 31 8:06D+LX -32 -1 -2 -8 14 1 Reactions Horizontal Vertical Horizontal Moment Node L/C FX FY FZ MX MY MZ (Ib) (Ib) (Ib) (Ib'ft) (Ivft) (Ib'ft) 51 6:0,6D+(ULP+I 93 -2268 -529 -886 133 -210 7:0.6D+LZ 34 740 520 3577 -70 -103 8:06D+LX 58 122 27 -31 -5 -146 52 6:0.6D+(ULP+I 3 -1349 252 1194 -8 -14 7:0.6D+LZ 1 -416 708 4074 -28 8 8:06D+LX -3 103 -34 -193 4 16 238 6:0.6D+(ULP+I -2 -1129 12 76 21 10 7:0.6D+LZ 4 186 348 2277 -19 -12 8:06D+LX -1 4 3 18 3 7 239 6:0.6D+(ULP+I -0 -1158 10 70 6 -4 7:0.6D+LZ -6 -188 338 2252 12 18 8:06D+LX -21 121 3 18 3 11 Print Time/Date:04J02=10 08:56 STAAD.Pro for Windows 20.07.03.16 Print Run 11 of 11 r 6 c CD CD CD - { Y= sw j AW AMW in t� m r • S � r i a� o ' , . -, x r; n ` •I a t �— Traffic harriers Existing MRi Temporary Trailer .. 'I --- i .r � .. Larkin 2 ,k i• : t Community Al Hospital i(( SW 70th Stree 1 3/4" I� A7 / ��,5 4-7" 2 i _ 7 C Al > U CT Temporary Trailer �� ti -0 �, II � I � C N x t0 It - it , -- s �� 1/2" Ke Plan — r 1 1 = 100'-0' New Canvas Canopies unless otherwise noted Existing Canopy Plan.Enlargement j_/1 614 11-011 • '°:',EC's="9;c; t��`• LARKIN COMMUNITY YiuSPITAL Al aURBuANaWORKSs '! � r � .n�y�'t'.y"� „x.' 3 :v# �'i +f1 '':� �� � t � - x-� f= j"�. � �5 � ?. Y h ,�. � �1. e, i� 3 �,�,�°' .�' ��" .A qF i ti ,`i �r",�r'� 'r ..Y.:� '. 3 _ 1}� t'. � �� � ' l' t i r _ � � s , ti'. �_ .c,�� yi� r4i���t�� Y,�,� �.�� k�; f �: . t �u i �`Z�t t� ex S 1. �'� p, �'y-�; �-' ' i Sn'4��� � ?r eta': ,i, I k '''"; i �� 1 { � 4+��:� �. t }� i;_ - i i {. • .• s n Roof.Top View r U1 2- = 1'-0" - ---- -- — LARKIN COMMUNITY HOSPITAL A4 ,U„RBANWOR�KS K may. •�y,L � S � � � -�� � � �� k /Ff/f1 �.i�.. -..iii i✓.�.:.v"` �-� ft Y _ �i ID 16'-0" 44'-6" 10'-6 1/2" Water filled traffic barriers(match existing) 0 0 0 0 0 0 0 0 0 0 0 0 CT Temporary Trailer C? 00 ' I I 0 Existing Concrete Walkway Main Building Landscape Area n Dimensioned Site Plan U 3/32" 1'-0" -- LAR IN COMMUNITY HOSPITAL A6 URBANW�O,RfKSs ,,-Canopy#3 Section Canopy#1 Beyond Note:Angle Canopy#1 to provide clear sight lines of windows beyond CT Temporary Trailer Lo — ih i �r I( I 1 { �- _ M (V AL r Section 1 Canopy#2 Section Water Filled Traffic Barrier -- ----- — ___^_ i 2 Section 2 LAMUN C I I UNUT HOSPITAL A7 aURBAWWOR�KSa rr 1 � Roo,/— CL z U _z 4 J U m C \ L-L C E rn I Y E I C 10 m 9— / W 'vi = p i Z ❑_-o c •off y W Y z � Q Q I o W VI L c/'' U) " P--3 Y2� N o < ry Z NOTE: I. ALL COLUMNS ARE N5S3x3x'/4 GALV STEL TUBES 2. ALL OTHER MEMBERS ARE PO GALV STEEL PIPES I J 3. VERIFY ALL DIMENSIONS BEFORE FABRICATION PE•'•44353 Structural Civil Civil 4. CONTRACTOR TO LOCATE UNDERGROUND PIPES;`- �oa ,= Y �J CABLES 4 OTHER UNDERGROUND UTILITIES BEFORE EXCAVATION FOR COLUMN FOOTINGS ., Tor rJ 1�'-SC//TII � 0 z z N � � O � Yz_ _ (Y 4 ci� G r FLAN VIEW N-W C, �J� IIn/I N U YI C Uwm`Og n •� U 5—i L �J Z o p dt02 zca� L N UCo U) N N 0) C 11'-/TII_ SG/ N7 J Q Q O N W to f— 1O N "yam `o y� 1 Ula�netFierland PE !"44353 _. {. .. =Strui�tvem Givii O; ^^. ENS V1ELJ- Hof � J i� N 0 z 1 �c nJ ID �I n/� y LL Y w Y v 1z7 0-,:. X33 \ N ='nN • / \ / CV W _ t.f) cO Y 2� f ,50M T IC VIEW _ _ ° Q � � ( Uff=EfR AWNING ) ,... to w / \ NOTE: t I. ALL COLUMNS ARE I-I563x3x'/4 GALV STEL TUBES \ / 2. ALL OTHER MEMBERS ARE 1110 GALV STEEL PIPE ' UNLESS NOTED OTHERWISE) J ,�6" 4 Ufa yne�LtJ�nis'�id'y \ / 3. VERIFY ALL DIMENSIONS BEFORE FABRICATION ` '-, ,ll �, � •� Structural: Givtl 4. CONTRACTOR TO LOCATE UNDERGROUND PIPES, GABLES 4 OTHER UNDERGROUND UTILITIES BEFORE 4 EXCAVATION FOR COLUMN FOOTINGS 3 = o f OL N Z Z d N. 11 J J YI G E / N N 0 g n IC o co INN I o� won I z I "' ' Y2 d Q C Lo _ Y2J N N f VIEL 10 ` ( LOW AWNINCT ) Lo I co cL Y�21 NOTE: 1. ALL COLUMNS ARE H6S3x3x'/4 GALV STEL TUBES .:- �' �J 2. ALL OTHER MEMBERS ARE 1110 GALV STEEL PIPES, _ ,1 UNLESS NOTED OTHERWISE) u)aaeer,J ,d >I S A rP !' 453 �� I FL 3. VERIFY ALL DIMENSIONS BEFORE FABRICATION �Stir�ctura���Civil Y1 J k . A��� Date: + 4. CONTRACTOR TO LOCATE UNDERGROUND PIPES, �` '' QIA9"201ID CABLES 4 OTHER UNDERGROUND UTILITIES BEFORE EXCAVATION FOR COLUMN FOOTINGS O{' j GENERAL NOTES: COLUMN 1. ALL STRUCTURAL MEMBERS TO BE SCHEDULE J "o X7 SIMPSON 40 GALVANIZED STEEL PIPES. Q WEDGE ANCHOR 2. MINIMUM 5" EDGE DISTANCE FOR ALL p- FOR PLATE DETAIL ANCHORS SEE DETAIL 'A' 1" THICK STRUCTURAL 3. ALL CONNECTIONS TO BE FULLY WELDED GROUT 304 EACH WAY � z Q U 4. ALL WELDS TO COMPLY WITH THE AWS CODE 1` 103 EACH CORNER (LATEST EDITION) Q w W 5. ALL WELDS COVERED WITH CORROSION Z N 2 104 EACH WAY RESISTANCE COATING. j[ 6. ALL STRUCTURES DESIGNED IN ACCORDANCE d N U WITH 2001 FLORIDA BUILDING CODE AND J ASCE 1-05 (V=90 MPH, 1=0.71). cn I SEE SHEET 1 I -1. NOTIFY ENGINEER OF ANY ERRORS/OMISSIONS FOUND OR IF ANY PART OF THE DRAWINGS IS NOT UNDERSTOOD. 8. OWNER HAS BEEN NOTIFIED THAT FABRIC m LL CONCRETE STRENGTH TO BE v -A 4000 PSI a 28 DAYS AWNINGS WILL REQUIRE REMOVAL OF THE VI S,E FABRIC WHEN A HURRICANE WARNING IS _ 6 E ISSUED. DRAWINGS NOT VALID UNLESS W =m COLUMN FOOTING; DETAIL, SIGNED BY OWNER/AGENT. � Z o' o Uj �, Z co 0) SIGNATURE OF OWNER/AGENT DATE U N 9. CONTRACTOR TO FIELD VERIFY SUBSTRATE N CONDITIONS PRIOR TO FABRICATION AND PRIOR TO ATTACHING FRAMEWORK SHOULD C/) COLUMN SUBSTRATE CONDITIONS IN THE FIELD DIFFER (D FROM THOSE NOTED ON PLAN, ENGINEER z 3/1F' MUST BE NOTIFIED BEFORE PROCEEDING. z J DRAWINGS NOT VALID UNLESS SIGNED BY O O CONTRACTOR (PULLING PERMIT). Q a ° 0 THICK GALV. STEEL PLATE L N o WITH (4) No"O x 6" SIMPSON SIGNATURE OF CONTRACTOR(FULLMG FERMIT) DATE WEDGE ,ANCHOR (MIN. 5" C�l EMBEDMENT INTO MIN. 6" CHICK Q O RE INFO CONC.SLAB) Z .o P O O } ...a ♦ "} y.; ors j r . CL- CL I I lUayri t4 �ianT y . FL " +435 -f Structural 16111 •, ' (late:'•.....•• " , � jl/19/2010 e: COL_U1"N BASE fi LATE Z Z 4 �Q �LL U w Q C s I L Cn J LJ V! ~ O Cn N • - - Q f- O 1 O co Wayne Sutherland NOTE: FL FE • 44353 U� ALL MEMBERS ARE P4) 6GH 40 GALV. STEEL FIFES Structural civil Date: I/19/2IDI0 Scale: Sheet: Iof2 T GENERAL NOTES: 1 I I 1. ALL STRUCTURAL MEMBERS TO SE SCHEDULE 40 GALVANIZED STEEL PIPE 2 MINIt IUM " EDGE DISTANCE FOR ALIJ I ANCHORS O - 3.. ALL CONNECTIONS TO BE FULLY WELDED z 3 � 4. ALL WELDS TO COMPLY WITH THE AWS CODE loo j I I 114"x2"x�:" STEEL fE WITH U 3 I (LATEST EDITION) loo (2) 1/2 11x5l/2 51MF50N z WEDGE-ALL ANCHORS 5. ALL WELDS COVERED WITH CORROSION 1L CM IN. 31%2 " EMBED) INTO RESISTANCE COATING. CONCRETE (o. THIS STRUCTURES IS DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA 1/4 "X2"x6" STEEL 1R WITH BUILDING CODE AND ASCE l-05 (V=90 MPH, (2) i!2 x511/2 "" 6 IMF50N I=0.17). WEDGE-ALL ANCHORS -7. NOTIFY ENGINEER OF ANY (MIN. 31/2 " EMBED) INTO — ERRORS/OMISSIONS FOUND OR IF ANY PART CONCRETE 3116" OF THE DRAWINGS IS NOT UNDERSTOOD. ,s " � 8_ OWNER HAS BEEN NOTIFIED THAT FABRIC J AWNINGS WILL REQUIRE REMOVAL OF THE L E I I O FABRIC WHEN A HURRICANE WARNING IS w m m ISSUED. DRAWINGS NOT VALID UNLESS U - , SIGNED BY OWNER/AGENT. `� Z ow';. o' j II Z SIGNATURE OF OILNER/AGENT DATE m (D O I I 1 , �� �� 9. CONTRACTOR TO FIELD VERIFY SUBSTRATE N /4 x2 11 STEEL fE WITH CONDITIONS PRIOR TO FABRICATION AND Cn (2) 1/2 11 CONDITIONS"" SIMPSON PRIOR TO ATTACHING FRAMEWORK SHOULD WEDGE-ALL ANCHORS SUBSTRATE CONDITIONS IN THE FIELD DIFFER z o (MIN. 31/2 " EMBED) INTO FROM THOSE NOTED ON PLAN, ENGINEER — 1 I I CONCRETE MUST BE NOTIFIED BEFORE PROCEEDING. Z DRAWINGS NOT VALID UNLESS SIGNED BY 1 - CONTRACTOR (PULLING PERMIT). Q Q o li4"x2"x6" STEEL FE WIT-{ L1J N (2) 1/21x51/2 51MPSON U) c~i� J SIGNATURE OF CONTRACTOR(FULLMG PERMIT) DATE a UJEDC�E-ALL ANCHORS Q (MIN. 31/2 " EMBED) INTO z CONCRETE Q 3/16" 1/4"x2"x2" STEEL WITH (1) .3/8"x3" SIMPSON WEDGE ANCHORS (MIN. 11/2 " EMBED) Wayne Sutherland FL FE0 44353 Structural Civil Date: 1/19/2010 Scale: Sheet: 2 of2 Property Information Map Page 1 of 1 My Home Miami-Dade County, Florida MIAMI DADE Property Information Map Summary Details: Folio No.: 09-4025-027-0010 $w 69TH ST + J� Property: 7031 SW 62 AVE k= �- LL-1 Mailing LARKIN COMMUNITY t xd ,nil . � " " Address: HOSPITAL INC 7031 SW 62 AVE SOUTH MIAMI FL 33143-4701 Property Information: Prima Zone: 1 a kf a ._ CLUC: 0043 HEALTH CARE p _ Beds/Baths: 0/0 V Floors: 5 Living Units: 0 d'Sq Footage: 85,963 wtl11t1 p r � , gyp iSi' sT'r' Lot Size: 38,253 SQ FT n, n, Year Built: 1968 LARKIN CENTER PB 27- a m- 67 LOTS 1 TO 9&LOTS i `r Legal 18 TO 20 INC BLK 1 LESS W1 OFT OF LOTS 4 U Description: 1-18-19-20 LOT SIZE IRREGULAR OR 17546- '""� 896-2899 0297 2 15 d f Assessment Information: stir;2n" ear: 2009 2008 SIJ"SET OR '— T ° Land Value: $2,907,228$2,907,228 fe Building Value: $2,615,042$2,615,042 .. � i� - y a:. Market Value: $5,522,270$5,522,270 Digital Orthophotography-2007 0 124 ft Assessed Value: $5,522,270$5,522,270 Taxable Value Information: This map was created on 2/11/2010 1:09:05 PM for reference purposes only. ear: 2009 2008 Web Site©2002 Miami-Dade County.All rights reserved. Applied Applied Taxing Authority: Exempticn/ Exemption/ Taxable Taxable Value: Value: Regional: $5, $0/270 $5,522,270 County: $0/ $0/ $5,522,270 $5,522,270 City: $0/ $0/ $5,522,270 $5,522,270 School Board: $0/ $0/ $5,522,270 $5,522,270 Sale Information: Sale Date: 2/1997 Sale Amount: $5,342,600 Sale O/R: 17546-2896 Sales Deeds which include Qualification Description: more than one parcel View Additional Sales http://gisims2.miamidade.gov/myhome/printmap.asp?mapurl=http://gisims2.miamidade.go... 2/11/2010