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6130 SW 72 ST_EB-08-030 r, CITY OF SOUTH MIAMI INTER-OFFICE MEMORANDUM To: City Commission Date: July 22, 2008 From: W. Ajibola Balogun Re: ERPB Appeal for Awning City Manager Installation at City Hall's north entrance. 4a rAr, Am Request: Update on ERPB's decision regarding Awning Installation at the north entrance of City Hall. Action Taken: As an update to our appeal to the Environmental Review & Preservation Board (ERPB) for the installation of awning at City Hall, on July 1, 2008 we presented our appeal to the board and requested for the board's re-consideration of the original proposed awning installation plan. After much discussion by the board, our request was unanimously approved. Attached is a copy of ERPB's meeting minutes for July 1, 2008. Should you have any questions or comments, please do not hesitate to call me. END OF MEMORANDUM 5°UT1Y U ^" INCORPORATED 1927 CORto CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday, July 01, 2008 8:30 AM EXCERPT I. CALL TO ORDER Action: Mr. Trautman (Chair), called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Bedell, Mr. Balli, Mr. Rivera, Mr. Chandler Mr. Fernandez, Mr. Rivera and Mr. Trautman. Board members absent: Mrs. Mark and Mr. Jude. City Staff present: Mrs. Lourdes Cabrera-Hernandez (Planner), Mr. Marcus Lightfoot (Permit Facilitator) Lluvia Resendiz (ERPB Coordinator) and Alerik Barrios (Assistant) Staff absent: Sanford Youkilis (Acting Planning Director). IV.REQUESTS ARE AS FOLLOWS: 1) [ERPB-08-030] Applicant: City of South Miami Remanded Back Location: 6130 SW 72 Street Request: Awning Installation Applicants Present: Mr. De la Torre and Mr. Balogun Ms. Resendiz read the item into the record ERPB Mins07-01-2008 Pg 1 of 3 i i Mr. De la Torre commented that the City Administration and City Commission strongly feel that t the "L configuration" as approved by the Board does not address the issues. Some safety issues were discussed regarding the "L configuration." The issues include water being dumped right on j the handicap ramp in front of City Hall which may cause accidents. He also addressed that no shelter area will be provided with the approved awning. He added that during a previous meeting the Board deferred option "A" so that the City may revisit the proposal. Mr. De la Torre I advised that he addressed the Board's concerns and modified option "A," thus presenting "L" and "T" configurations. The adjustment that was made consisted of lowering and creating a border where the water will be dumped onto the green space therefore eliminating safety hazard concerns. Mr. Ajibola Balogun also commented that the City Commission saw the need to provide the courtesy to the Board therefore remanded the request back for the Board's review. Mr. Balogun added that the awning installation heavily discussed during the budget process. During the discussion there was consideration of the services that the City provides to its residents and how the awning will compliment the needs to the services provided by the City Clerk's, Human Resources, and Central Services. This covered area as proposed with option "A" will help provide an area for individuals to stand while they wait for a service to be rendered. For that matter the City Commission saw the need to approve the project during the budget process. With the condition previously approved (L configuration) the commission saw it proper to explain the awning needs as well as safety concerns to the Board. Mr. Balogun advised that the "L" configuration approval will create more safety concerns due to the fact that the water will run onto brick paved area as opposed to the landscape area. The City Commission has remanded the request back so that the Board may reconsider their decision while looking at the safety elements, services provided to the residents, and how it will provide a safer and better environment to the citizen and employees. Mr. Balogun added that the City Commission requested that the City administration forward a report that echoes the project will be completed before the summer. i Mr. Trautman questioned if the'services that the city provides were split between the main building and the old library. He also questioned if the east side of the City Hall there is a handicap ramp. Mr. Balogun replied that the services he identified included Central Service which is located behind the Silva Martin Building, City Clerk's office, and Human Resources; all three which are directly in front of office located in this building. With regards to the handicap ramp Mr. Balogun replied that on the east entrance, which is the main entrance, there is a handicap ramp. i Mr. Trautman questioned why the awning was not being placed on the east side of the building instead of the north side. He noted that the north side has a complicated geometry. Instead of j putting a very complicated and cumbersome shape on the north side which will be more visible to all the improvements along Sunset Drive where the City is spending money, another alternative should be considered. Mr. Trautman recommended that it would be easier to put the awning on the east side of the building where it could be a very simple shape and accomplished two of the three expressed concern by the administration. Mr. Balogun responded that the improvements were part of the master plan for Sunset Drive along with the parking lot of City ERPB Mins07-01-2008 Pg 2 of 3 k Hall. A second phase consists of going through the front of City Hall and improves the front that will bring the sidewalk and the ramp all the way around to the north side of the building. In addition the parking lot on the north side will be improved. Mr. Chandler suggested that a permanent structure be constructed instead of a temporary structure. Mr. Balogun responded that the funds for a permanent structure must be secured. The next process is to include it in the five years Capital Improvement Plan. Mr. Balogun added that the awning is a temporary structure that could be removed during a hurricane and can be easily replaced. Mr. Fernandez questioned when the permanent structure will occur and if there was assurance that the permanent structure would be included into the Capital Improvement Plan. Mr. Balogun replied that there is no expected date because that is based on the budget. Mr. Trautman questioned if the color is going to be the same green. Mr. Balogun replied in the affirmative. Motion: Mr. Rivera moved to approve the awning labeled "Option A" as initially proposed. Mr. Bedell seconded. Vote: 5 Approved 0 Opposed ERPB Mins07-01-2008 Pg 3 of 3 E'OUT f+ INCORPORATED 1927 �t O RSV CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday,July 01, 2008 8:30 AM I. CALL TO ORDER Action: Mr. Trautman(Chair), called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Bedell, Mr. Rivera, Mr. Chandler Mr. Fernandez, Mr. Rivera and Mr. Trautman. Board members absent: Mrs. Mark, Mr. Jude and Mr. Balli City Staff present: Mrs. Lourdes Cabrera-Hernandez (Planner), Mr. Marcus Lightfoot (Permit Facilitator) Lluvia Resendiz (ERPB Coordinator) and Alerik Barrios (Assistant) Staff absent: Sanford Youkilis (Acting Planning Director). IV.REQUESTS ARE AS FOLLOWS: 1) @ ERPB-08_-030] Applicant: City of South Miami Remanded Back Location: 6130 SW 72 Street Request: Awning Installation Applicants Present: Mr. De la Torre and Mr. Balogun Ms. Resendiz read the item into the record ERPB Mins07-01-2008 Pg_1 of 8_ - Mr. De la Torre commented that the City Administration and City Commission strongly feel that the "L configuration" as approved by the Board does not address the issues. Some safety issues were discussed regarding the "L configuration." The issues include water being dumped right on the handicap ramp in front of City Hall which may cause accidents. He also addressed that no shelter area will be provided with the approved awning. He added that during a previous meeting the Board deferred option"A" so that the City may revisit the proposal. Mr. De la Torre advised that he addressed the Board's concerns and modified option "A," thus presenting "L" and "T" configurations. The adjustment that was made consisted of lowering and creating a border where the water will be dumped onto the green space therefore eliminating safety hazard concerns. Mr. Ajibola Balogun also commented that the City Commission saw the need to provide the courtesy to the Board therefore remanded the request back for the Board's review. Mr. Balogun added that the awning installation heavily discussed during the budget process. During the discussion there was consideration of the services that the City provides to its residents and how the awning will compliment the needs to the services provided by the City Clerk's, Human Resources, and Central Services. This covered area as proposed with option "A" will help provide an area for individuals to stand while they wait for a service to be rendered. For that matter the City Commission saw the need to approve the project during the budget process. With the condition previously approved (L configuration) the commission saw it proper to explain the awning needs as well as safety concerns to the Board. Mr. Balogun advised that the "L" configuration approval will create more safety concerns due to the fact that the water will run onto brick paved area as opposed to the landscape area. The City Commission has remanded the request back so that the Board may reconsider their decision while looking at the safety elements, services provided to the residents, and how it will provide a safer and better environment to the citizen and employees. Mr. Balogun added that the City Commission requested that the City administration forward a report that echoes the project will be completed before the summer. Mr. Trautman questioned if the services that the city provides were split between the main building and the old library. He also questioned if the east side of the City Hall .there is a handicap ramp. Mr. Balogun replied that the services he identified included Central Service which is located behind the Silva Martin Building, City Clerk's office, and Human Resources; all three which are directly in front of office located in this building. With regards to the handicap ramp Mr. Balogun replied that on the east entrance, which is the main entrance, there is a handicap ramp. Mr. Trautman questioned why the awning was not being placed on the east side of the building instead of the north side. He noted that the north side has a complicated geometry. Instead of putting a very complicated and cumbersome shape on the north side which will be more visible to all the improvements along Sunset Drive where the City is spending money, another alternative should be considered. Mr. Trautman recommended that it would be easier to put the awning on the east side of the building where it could be a very simple shape and accomplished two of the three expressed concern by the administration. Mr. Balogun responded that the improvements were part of the master plan for Sunset Drive along with the parking lot of City ER-P13 Mins07-01-2008 Pg 2 of 8 Hall. A second phase consists of going through the front of City Hall and improves the front that will bring the sidewalk and the ramp all the way around to the north side of the building. In addition the parking lot on the north side will be improved. Mr. Chandler suggested that a permanent structure be constructed instead of a temporary structure. Mr. Balogun responded that the funds for a permanent structure must be secured. The next process is to include it in the five years Capital Improvement Plan. Mr. Balogun added that the awning is a temporary structure that could be removed during a hurricane and can be easily replaced. Mr. Fernandez questioned when the permanent structure will occur and if there was assurance that the permanent structure would be included into the Capital Improvement Plan. Mr. Balogun replied that there is no expected date because that is based on the budget. Mr. Trautman questioned if the color is going to be the same green. Mr. Balogun replied in the affirmative. Motion: Mr. Rivera moved to approve the awning labeled "Option A" as initially proposed. Mr. Bedell seconded. Vote: 5 Approved 0 Opposed 2) [ERPB-08-052] Applicant: Acolite Claude Signs Location: 6200 SW 73 Street Request: Signage Installation Applicants Present: Mrs. Cabrera- Hernandez read the item into the record. Without discussion for the proposed sign,the Board agreed to take a position. Motion: Mr. Trautman moved to approve the signage as presented. Mr. Chandler seconded. Vote: 5 Approved 0 Opposed 3) [ERPB-08-053] Applicant: 64 Development Corp. Location: 5966 South Dixie Highway Request: Signage Installation Applicants Present: Ms. Galliano, Mr. Fernandez and Mr. Mateu Mr. Lightfoot read the item into the record. Mr. Trautman stated that the proposed mural is considered advertising and the permitted sign allowed is one sign that states the name of the business. Mr. Chandler requested to know what ERPB Mins07-01-2008 Pg 3 of 8 5 O iJ Tel 04 `Zir .IV y U • INCORPORATED • 1927 C O DSO July 01, 2008 Re: Environmental Review&Preservation Board—Final Approval Applicant: City of South Miami Project: Awning Installation Address: 6130 SW 72 street ERPB No.: 08-030 Meeting Date: July 01,2008 Dear: Mr. de la Torre The intent of this correspondence is to inform you that the City of South Miami Environmental Review and Preservation Board(ERPB)has approved your application. 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 at any time before a building permit is issued. 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 Ms. Lourdes Cabrera- Hernandez at the Planning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. Sincerely, VYoukilis Acting Planning Director Planning Department Y:\ERPB\ERPB Letters\2008 Letters\ERPB FINAL AS PRESENTED08-030.doc r« CITY OF SOUTH MIAMI Excellence, Integrity, Inclusion ENVIRONMENTAL REVIEW& PRESERVATION BOARD To: Chair& Members, Environmental Date: July 1, 2008 Review & Preservation Board ' Tuesday 8:30 a.m. Via: Sanford A. Youkilis, AICP Acting Planning Directo From: Lluvia Resendiz Re: ERPB-08-030 Coordinator QN Applicant: City of South Miami (Public Works Department) Location: 6130 SW 72 Street ,� Request: AWNING INSTALLION BACKGROUND: On April 1, 2008 the applicant introduced a proposal requesting Board's final approval for the installation of four (4) different awnings to be installed throughout the at City Hall complex (Police Department, Central Services, and north entrance of City Hall). This Board acted on the request and approved three of the four proposed awnings (B, C, and D). The Board however deferred the awning proposal labeled "A" (north entrance). At that Board's April 15, 2008 meeting the applicant resubmitted two different proposals ("L" and "T" configurations) which addressed the Board's recommendations made at the April 1, 2008 meeting. At that meeting the Board granted the applicant final approval, as presented, for the "L" shaped awning. STAFF ANALYSIS: On June 3, 2008 the applicant filed an appeal with the City Clerk to the decision made by the ERPB on April 15, 2008 regarding the "L" shaped awning installation which was proposed to be affixed to the north entrance of City Hall. On June 10, 2008 the appeal request was reviewed by the City Commission. At such time the Commission unanimously passed a motion that the awning request be remanded back to the ERPB with specific instructions for further action to be taken. The Commission requested that the ERPB reconsider the awning request and include in their report a reevaluation addressing issues regarding to the function of the awning, safety concerns, architectural compatibility, and other applicable issues. Attachments: Appeal Application; City Commission Minutes Meeting June 10, 2008 Excerpt; ERPB Meeting Minute Excerpt for April 1, 2008; and ERPB Meeting Minutes Excerpt for April 15; Awning Proposals Previously Submitted. LR W:\ERPB\ERPB Agendas\2008 ERPB AGENDAS\ERPB JULY 1,2008\ERPB-08-030Remanded.doc RESOLUTION (S)/PUBLIC HEARING (S) (CONrD) 106-08-12703 21. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA RELATING TO THE ISSUANCE OF A CERTIFICATE OF APPROPRIATENESS PURSUANT TO SECTION 20- 5.19 (E) (3) OF THE LAND DEVELOPMENT CODE FOR THE EXTERIOR RENOVATION, PAINTING, AND SIGNAGE ON A DESIGNATED HISTORIC COMMERCIAL BUILDING LOCATED AT 5904 SUNSET DRIVE (AMSTER BUILDINGS) ; PROVIDING AN EFFECTIVE DATE. (Deferred 6103108) 3/5 (City Manager) Moved by Mayor Feliu, seconded by Commissioner Palmer, the motion to approve this item as amended passed by a 5-0 vote. Vice Mayor Beasley: Yea; Commissioner Wiscombe: Yea; Commissioner Palmer: Yea; Commissioner Beckman: Yea; Mayor Feliu: Yea. APPEAL HEARING(S) 22. RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, RELATING TO AN APPEAL OF A DECISION OF THE ENVIRONMENTAL REVIEW AND PRESERVATION BOARD TO APPROVE THE INSTALLATION OF A PROPOSED "L" SHAPED AWNING AT THE NORTH ENTRANCE TO THE SOUTH MIAMI CITY HALL BUILDING, 6130 SUNSET DRIVE; PROVIDING AN EFFECTIVE DATE. 3/5 (City Manager) Moved by Commissioner Beckman, that this item be sent back to the ERPB with specific instructions to re-evaluate this, and to include in their report a re-evaluation of the awning as far as function, safety and architectural compatibility, and other applicable issues . Seconded by Commissioner Palmer, the motion to send the item back to the ERPB passed by a 3-2 vote. Vice Mayor Beasley: Yea Commissioner; Commssoner Wiscombe: Nay; Commissioner Palmer: Yea; Commissioner Beckman: Yea; Mayor Feliu: Nay. 23. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, RELATING TO AN APPEAL OF A DECISION OF THE ENVIRONMENTAL REVIEW AND PRESERVATION BOARD TO DENY PROPOSED TAKE-OUT ORDER SIGNAGE FOR CARRABBA' S ITALIAN GRILL AND OUTBACK STEAKHOUSE RESTAURANT LOCATED AT 5829 SW 73 STREET (SOUTH MIAMI MUNICIPAL PARKING GARAGE) ; PROVIDING AN EFFECTIVE DATE. REGULAR CITY COMMISSION 7 AFTER ACTION SUMMARY - June 10, 2008 oi GOUT 'Zrf � y INCORPORATED 1927 C p Rio CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday,April 01, 2008 8:30 AM EXCERPT I. CALL TO ORDER Action: Mr. Trautman, Chairman called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Bedell, Mrs. Mark, Mr. Fernandez, Mr. Chandler, Mr. Jude, Mr. Balli , Mr. Trautman and Mr. Rivera Members absent: Mrs. Morales- Fernandez City Staff present: Mrs. Lourdes Cabrera-Hernandez (Planner), Mr. Marcus Lightfoot (Permit Facilitator) and Ms. Lluvia Resendiz (ERPB Coordinator) Staff absent: Alerik Barrios (Assistant) IV.REQUESTS ARE AS FOLLOWS: 1) [ERPB-08-030] Applicant: City of South Miami Location: 6130 SW 72 Street Request: Awning Installation Applicants Present: Mr. De la Torre Mr. Lightfoot read item into the record. Mr. Trautman questioned awning "A" and how the awning relates to the Sylva Martin building. The applicant replied that it was due to the ability to provide for a covered walkway. ERPB Mins 04-01-2008 Pg 1 of 2 Mr. Chandler suggested that the canopy does not benefit or tie in with the building. However, an "L" shaped awning will not take away from the building. The Board adjourned to view the exterior facades of the building. The Board reconvened to continue discussing the item. Mr. Trautman commented that the existing entrance from the front of City Hall to the old Library building cover connection.seems excessive. Also, a connection is feasible from the beginning of the steps to Central Services. Mr. Fernandez asked if there were any other options explored for the. covered walkway such as a concrete roof or another structure. The applicant commented that the idea was not to provide a permanent construction, but rather a canopy type. Mrs. Marks suggested placing gutters in addition to canopy "B" Motion: Mr. Bedell moved to approve canopies "B", "C", "D", deferred canopy "A". Also, suggested that gutters be added canopy "B". Mr. Trautman seconded. Vote: 8 Approved 0 Opposed 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\2008 Minutes\March 18,2008\ERPB Mins April 1,2008.doc ERPB Mins 04-01-2008 Pg 2 of 2 Sour O� �f fr V .r INCORPORATED - 1927 � OR-t CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday, April 15,2008 8:30 AM EXCERPT I. CALL TO ORDER Action: Mr. Trautman, Chairman called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL I Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Bedell, Mrs. Mark, Mr. Fernandez, Mr. Chandler, Mr. Jude, Mr. Balli, Mr. Trautman and Mrs. Morales-Fernandez Members absent: Mr. Rivera City Staff present: Mrs. Lourdes Cabrera-Hernandez (Planner), Mr. Marcus Lightfoot (Permit Facilitator) and Ms. Lluvia Resendiz (ERPB Coordinator) Staff absent: Alerik Barrios (Assistant) IV.REQUESTS ARE AS FOLLOWS: 1) [ERPB-08-030] Applicant: City of South Miami Location: 6130 SW 72 Street Request: Awning Installation Applicants Present: Mr. Rudy Del la Torre Ms. Resendiz read the item into the record. Mrs. Cabrera- Hernandez added that "It is important to note, that concerns about the awning design is justified because the existing City Hall building will be designated an historic site in the near future and it was designed by the most famous architect in South Florida." ERPB Mins 04-15-2008 _ Pg l of 2 The Board discussed alternatives "T" and "L," and agreed to approve the awning with the "L" configuration. Mr. Bedell questioned how the water will drain. The applicant replied that the water will drain from the marquee. When the angle comes down the water will drain inside the awning and into the plants. Motion: Mr. Trautman moved to approve awning "L" configuration. Mr. Jude seconded Vote: 8 Approved 0 Opposed 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\2008 Minutes\April 15,2008\ERPB Mins April 15,2008.doc ERPB Mins 04-15-2008 Pg 2 of 2 04 Sour ' rr r D F X " - INCORPORATED JUN 3 2008� •�, t 927 P ' � �OR1O __ City of South Miami �T Environmental Review and Preservation Board -E R P B APPEAL OF DECISION TO CITY COMMISSION An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing the same with the City Clerk upon a form prescribed therefore. Appeals may be taken by the applicant, interested citizens, or the city administration (per Section 20-6.2 (A) of City's Land Development Code). The City Commission will hear and enter a decision on all appeals within60days of the filing of an appeal ERPB Case No.: 08-30 Date Of Decision of ERPB: April 15,2008 Subject Address 6130 Sunset Drive South Miami, Florida 33143 INDICATE YOUR RELATIONSHIP TO SUBJECT CASE: Name(Print Name) ContactNo. APPLICANT City of South Miami 305-668-2510 INTERESTED CITIZEN CITY ADMINISTRATION SUMMARIZE THE DECISION OF THE ERPB: This application was presented to the Environmental Review and Preservation Board on April 1, 2008 and April 15 2008 with an intent to secure approval for the attached Option 1 design During the second board meeting the board approved the "L" shape alternative The "L" shape alternative excludes the open area shown in the attached supporting document as Exhibit"A". SUMMARIZE REASON FOR APPEAL: See Attachment"1" PLEASE SIGN YOU A ON THE LINE ABOVE DATE SUBMIT THIS FORM TO CITY CLERK E:IERPBIERPB Appeals/ERPB Appeal/Application.-doc Attachment "1" The reason for this appeal is to request approval of the original design ( Option 1, pages 1 through 3 attached). To illustrate the difference between the approved "L" shape alternative and the Options 1 design, we have shaded the area deleted from Option 1 (See Exhibit "A" shaded) Removing area "A" from the original design posses the following concerns: 1. The runoff from rain event would now be collected at the open Area "A". Thus creating safety concern, especially since the area is tiled. With the original design, the water would runoff into the landscape area just north of Area "A". 2. With Area "A" covered with canopy, it would provide additional waiting area for residents seeking services from both City Hall and Central Services. n � { _ D � / � D � � � 9 �/ / ��////� %/ 'j r i' �% .__ �/ �, ;� �/ n � � � \\ D < = y ', _ > � , D � � 1➢ '� D r � � ' �>> '�� ; . D / � ��j �/ , m- � P � If % // �/ _- �/ I i iy 1%1 - �} 1 r;- " n� i CITY OF SOUTH MIAMI D � ENVIRONMENTAL REVIEW & PRESERVATION BOARD To: Chair & Members, Environmental Date: April 1, 2008 Review & Preservation Board Tuesday 8:30 a.m. U Via: Sanford A. Youkilis, AIC13 Acting Planning Direct From: Lluvia Resendiz `- , Re: ERPB-08-030 Coordinatior of CK Applicant: City of South Miami, Public Works Location: 6130 SW 72 Street Request: Awning Installation APPLICANT'S REQUEST: The applicant is requesting approval for the awning installation on the property located in a Transit Oriented Development District-Public Intuitional (TODD-PI). STAFF ANALYSIS: The subject property, City of South Miami Government offices consist of several detached buildings; City Hall, Sylva Martin, and the Police Department. It is proposed that four awnings will be installed on four different locations throughout the complex which are labeled on the site plan as "A, B, C, and D." All four awnings will have new structural framework and will be of the same color and material. The awning color will be a solid Glade Green CP2711-62. Refer to the attached awning sample for the exact color and material. The awnings as proposed, comply with the regulations as set forth in the Supplemental Regulations. Pursuant to Section 20- 3.6(B)(5) of the Land Development Code, canopies are permitted as follows: CANOPIES may extend from the main entrance of a principal building to the street line in multi-family 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. It shall be noted that all existing building conditions must remain including landscape, if altered in any manner the applicant shall repair as need. For further clarification regarding signage locations and their installation please refer to the provided attachments. RECOMMENDATION: Approval with the following conditions: 1. Canopy must be consistent with Section 20-3.6(B)(5) of the LDC. 2. Existing painted walls shall be retouched as needed. 3. Complies with the Florida Building Code and ADA. 4. Landscape shall be installed as need. 5. Any comments and/or suggestions from the Bard. Attachments: ERPB Application, dated March , 2008; Proposed Location Photographs; Certificate of Flame Resistance;Awning Sample Material;Awning Specifications; Site plan LR - W:\ERPB\ERPB Agendas\2008 ERPB AGENDAS\April 1,2008\ERPB-08-030.doc ........ ...... t tan 11 i f 3 I Rfl Dat®L'�or�C�e�cem�d IssuEb-5y, o }f.. twaff Fla: #:'r HLR*CJL3Tc PRODUCTS* Lr } ' F'� FEN MIAD, PC iVX 43S ' S FA : 17318 11/1-7/ }: W This is to c r y the tl e rraateri sls:i �serib the r-ev r side l eregf:l3a e ee. flare retardant treate€�S or are arrnererrtlj rl0aflarr: ::6.1� ♦ .. .. ASTRUP COMPANY '. POf{ AT ,2937 YV�ST 25tk SIRE :CITY CLEVELAND STAVE OH10 A4J i _�_.�.__..._..._._ __ �... e _... ' h ckertr{cr trcr;rs seb mad h 61 T6 ssCerfr i have ave fes treat articles reverse side of th � ;iia with ca flame- retardant chemical opproved and regrsterrd b�the Stc-teFire Marshal and that the application � of said chemical:was done in cortfcrm ante uritk theio s of the State of California ancl.the Rules 71 w and Regulations of it e.�ta�Fire:[�iarsl�s�i:. 8 arse of chemical used Chem. Reg:No. method of vpplizcstiora. ix. i (bj The d.rfidas described gars the reverse sods eresaf are €�cade.fra�iri �r l�lcxara�-resin r€t fr��srac.or '4 nZCafieriai registered and app roved liy the..5f ate Fete Marshcil.for such::use. Trade name 6f EBL:ON-r ULYE-ST Re No.-F-613' :as ing ...PETE.F C.QifAi f�IC�-'iAEL... G�4T`€"I, £t C MAiaAGER Name cy acucficn Surarinfender, - .. Title .. Wez:here6y certaf v. la€stoles ca traae a cr of rfae.er€genial:CERT.1F CATS OF FLAME RESISTANCE" Issued to vs. +ri €ial cdpv,. Web hay# e 1 .. tith t to ctlif rr is S to f we h,a€ h # The.ASTRUP COMPANY ANY f ' Controltlot _ d earn€ 5 . O 1 ^� �i LiA WEBLL'tf+3 :CP2'711-6r. -l:_ADE 08rF-N Custorna .order srtptiara 2486767 0�2?23 1 Astrup lnvo€;e.# Prodsixt Gode B I S AYNIE' AWN I k.NG NW STH 5T MS FL 33 1 128-1621 r MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street—North Miami—Florida 33161 Phone(305) 891-4174 Fax(305)891-4175 E-mail: miltoncubas a msn.com PAGE '/32 COVED SHEET DATE: January 25, 2008 PROJECT: "SOUTH MIAMI POLICE DEPARTMENT" AWNING 48'-0" W x 5'-9" PROD. x F-6" H AWNING 4'-6" W x 4'-0" PROJ. x 0'-9" H ADDRESS: 6130 SUNSET DRIVE SOUTH MIAMI, FL. 33143 CLIENT: BISCAYNE AWNINGS & SHADES DESIGN BY: GE This computation book contains manual and computerized structural calculations, certain printed manufacturer's data and Computation pages are numbered 1 thru 32. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code requirements, using nationally recognized computer software and in-house developed software. Prior to'commissioning into service,the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 32. t v Milton Cubas Certification Authorization # 27267 F.L Reg. P.E # 51902 S.I. # 6999901 r' { ti r MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street—North Miami—Florida 33161 Phone(305)891-4174 Fax(305)891-4175 E-mail: miltoncubas a.msn.com PAGE 1732 INDEX DESCRIPTION PAGE AWNING 48'-0" W x 5'-9" PROJ. x V-6" H Wind Loads Calculations. 1 Frame with Longs 7 Wind Loads Analysis 8 Design Members Group 9 Combination Reactions 2.4.1 13 Combination Reactions 2.4.7 14 Anchors Wall Connections Design (Type B) 16 Anchors Wall Connections Design (Type C) 19 Anchors Wall Connections Design (Type D) 22 l n p MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street—North Miami—Florida 33161 Phone(305)891-4174 Fax(305)891-4175 E-mail: miltoncubas(@_msn.com PAGE j"/32 DESCRIPTION PAGE AWNING 4'-6" W x 4'-0" PROJ. x 0'-9" H Frame with Longs 26 Wind Loads Analysis 27 Design Members Group 28 Combination Reactions 2.4.7 31 Anchors Wall Connections Design (Type E) 32 P � i 1/32 MILTON CUBAS PE INC - Project AWNING 48WX5.75PX2H File Subject BISCAYNE AWNINGS & SHADES Date 1/2412008 Location 6130 SUNSET DRIVE SOUTH MIAMI, FL. 33143 Eng. GE Design Wind Pressure, P. Equation 6-25 (ASCE 7-02) Design wind pressures and forces are determined per equations given in section 6.5.1; System Type Structure Type Equation Open Buildings and Rigid Structures p = gz.G.Cf Other Structures Monoslope Roofs qz : at height z above ground over G : given in 6.5.8.1 Open Buildings Cf : given in Figure 6-18 Velocity Pressure Calculations, qz Velocity pressure qz is calculated in accordance with section 6.5.1 L qz =Velocity pressure @ height(z) (Eq. 6-15) qz = Constant- Kz - Kzt - Kd . V2 .1 qz = See wind pressure calculation table Where : Constant = Numerical constant (Section C6.5.10) = '/2 • [ (Air density lb/cu ft)/ ( 32.2 ft/s2)] [( mi/h )( 5280 ft/mi ) (1 hr/3600 S )]2 = 0.00255 Mean Sea Level = 25.00 ft Air Density @ MSL = 0.0764 lb/cu ft (Table C6-1) Category = I (Table 1-1) Importance Factor = 0.87 (Table 6-1) Exposure Category = C (Open terrain) Alpha = 9.50 (Table 6-2) Zg = 900.00 ft (Table 6-2) Basic Wind Speed = 90.00 mph (Figure 6-1) Structure Height = 25.00 ft Kz = Velocity pressure coefficient at height z (Eq. C6-3a) = 2.01-(Z/Zg) " (2/Alpha)for 15 ft <= Z <= Zg (Eq. C6-3b) = 2.01 - (15/Zg) " (2/Alpha) for Z < 15 ft = 0.95 Page 1 n 2/32 MILTON CUBAS PE INC Project AWNING 48WX5.75PX2H File Subject BISCAYNE AWNINGS & SHADES Date 1/24/2008 Location 6130 SUNSET DRIVE SOUTH MIAMI, FL. 33143 Eng. GE Velocity Pressure Calculations, qz (Cont.) Where : Kzt = Topographic factor obtained from Fig. 6-4 = (1 + K1 - K2 K3)Z = 1.00 Topography = None Kd = Wind directionality factor obtained from Table 6-4 = 1.00 Gust Effect Factor, G The gust effect factor for main wind-force resisting building and other structures and for components and cladding of open buildings is in accordance with section 6.5.8.1 G = 0.85 Force Coefficient, Cf. Figure 6-18 The pressure force coefficient is given in Figure 6-18 Roof Angle = 20.00 deg L/B Value = 0.20 Cf = 0.90 Center of Pressure = X/L = 0.30 Design Wind Pressure, P, Equation 6-25 Design wind pressures and forces are determined per equations given in section 6.5.1: Height Kz K3 Kzt Kd qz Cf P feet s s 25.00 0.95 1.00 1.00 1 16.99 0.90 12.99 Page 2 1 t C 3/32 MILTON CUBAS PE INC - Project AWNING 4.5WX4PX0.75H File Subject BISCAYNE AWNINGS & SHADES Date 1/25/2008 Location 6130 SUNSET DRIVE SOUTH MIAMI, FL. 33143 Eng. GE Design Wind Pressure, P. Equation 6-25 (ASCE 7-02) Design wind pressures and forces are determined per equations given in section 6.5.1: System Type Structure Type Equation Open Buildings and Rigid Structures p = gz.G.Cf Other Structures Monoslope Roofs qz : at height z above ground over G : given in 6.5.8.1 Open Buildings Cf : given in Figure 6-18 Velocity Pressure Calculations, qz Velocity pressure qz is calculated in accordance with section 6.5.1( qz =Velocity pressure @ height(z) (Eq. 6-15) qz = Constant • Kz • Kzt • Kd • V 2 •1 qz = See wind pressure calculation table Where : Constant = Numerical constant (Section C6.5.10) = '/2 • [ (Air density lb/cu ft) / (32.2 ft/s2 )] [( mi/h )( 5280 ft/mi ) (1 hr/3600 s)]2 = 0.00255 Mean Sea Level = 25.00 ft Air Density @ MSL = 0.0764 lb/cu ft (Table C6-1) Category = I (Table 1-1) Importance Factor = 0.87 (Table 6-1) Exposure Category = C (Open terrain) Alpha = 9.50 (Table 6-2) Zg = 900.00 ft (Table 6-2) Basic Wind Speed = 90.00 mph (Figure 6-1) Structure Height = 25.00 ft Kz = Velocity pressure coefficient at height z (Eq. C6-3a) = 2.01 (Z/Zg) " (2/Alpha) for 15 ft <= Z <= Zg (Eq. C6-3b) = 2.01 (15/Zg)^ (2/Alpha) for Z < 15 ft = 0.95 Page 1 L . h 4/32 MILTON CUBAS PE INC Project AWNING 4.5WX4PX0.75H File Subject BISCAYNE AWNINGS & SHADES Date 1/25/2008 Location 6130 SUNSET DRIVE SOUTH MIAMI, FL. 33143 Eng. GE Velocity Pressure Calculations, qz (Cont.) Where : Kzt = Topographic factor obtained from Fig. 6-4 = (1 + K1 • K2 K3) 1 = 1.00 Topography = None Kd = Wind directionality factor obtained from Table 6-4 = 1.00 Gust Effect Factor, G The gust effect factor for main wind-force resisting building and other structures and for component.r and cladding of open buildings is in accordance with section 6.5.8.1 G = 0.85 Force Coefficient, Cf. Figure 6-18 The pressure force coefficient is given in Figure 6-18 Roof Angle = 14.00 deg L/B Value = 0.70 Cf = 0.73 Center of Pressure = X/L = 0.30 Design Wind Pressure, P. Equation 6-25 Design wind pressures and forces are determined per equations given in section 6.5.1: Height Kz K3 Kzt Kd qz Cf p feet s s 25.00 0.95 1.00 1.00 1 16.99 0.73 10.60 Page 2 i 1.. l ` 5/32 MILTON CUBAS PE INC Project AWNING 4.33WX3.5PX1.5H File . Subject BISCAYNE AWNINGS &SHADES Date : 1/25/2008 Location 6130 SUNSET DRIVE SOUTH MIAMI, FL. 33143 Eng. : GE Desiqn Wind Pressure, P. Equation 6-25(ASCE 7-02) Design wind pressures and forces are determined per equations given in section 6.5.1 System Type Structure Type Equation Open Buildings and Rigid Structures p = gz.G.Cf Other Structures Monoslope Roofs qz : at height z above ground over G : given in 6.5.8.1 Open Buildings Cf : given in Figure 6-18 Velocity Pressure Calculations. qz Velocity pressure qz is calculated in accordance with section 6.5.10 qz =Velocity pressure @ height(z) (Eq. 6-15) qz = Constant• Kz • Kzt - Kd . V2 .1 qz = See wind pressure calculation table Where : Constant = Numerical constant (Section C6.5.10) = '/2 - [ (Air density lb/cu ft)/ ( 32.2 ft/s2)] [( mi/h )( 5280 ft/mi ) (1 hr/3600 s)] 2 = 0.00255 Mean Sea Level = 25.00 ft Air Density @ MSL = 0.0764 lb/cu ft (Table C6-1) Category = t (Table 1-1) Importance Factor = 0.87 (Table 6-1) Exposure Category = C (Open terrain) Alpha = 9.50 (Table 6-2) Zg = 900.00 ft (Table 6-2) Basic Wind Speed = 90.00 mph (Figure 6-1) Structure Height = 25.00 ft Kz = Velocity pressure coefficient at height z (Eq. C6-3a) = 2.01 (Z/Zg) ^ (2/Alpha) for 15 ft <= Z <= Zg (Eq. C6-3b) = 2.01 (15/Zg) ^ (2/Alpha)for Z < 15 ft = 0.95 Page 1 r. r 6/32 MILTON CUBAS PE INC Project AWNING 4.33WX3.5PX1.5H File Subject BISCAYNE AWNINGS &SHADES Date 1/25/2008 Location 6130 SUNSET DRIVE SOUTH MIAMI, FL. 33143 Eng. GE Velocity Pressure Calculations, gz(Cont.) Where : Kzt = Topographic factor obtained from Fig. 6-4 = (1 + K1 - K2 . K3) 2 = 1.00 Topography =None Kd = Wind directionality factor obtained from Table 6-4 = 1.00 Gust Effect Factor, G The gust effect factor for main wind-force resisting building and other structures and for components and cladding of open buildings is in accordance with section 6.5.8.1 G = 0.85 Force Coefficient Cf, Figure 6-18 The pressure force coefficient is given in Figure 6-18 Roof Angle = 16.00 deg L/B Value = 0.81 Cf = 0.79 Center of Pressure = X/L = 0.30 Design Wind Pressure p Equation 6-25 Design wind pressures and forces are determined per equations given in section 6.5.1: Height Kz K3 Kzt Kd qz Cf P feet s s 25.00 0.95 1.00 1.00 1 16.99 0.79 1 11.45 Page 2 CN . . cy') I— CAC J 7& ;g of &C4 % C&c g f q Kc-% i c4@ � � > &® & CA@.v z . f 4 ' &t » « &® > ~ > � � l &® LO ` � > -d . * � _ . � , &®� co LO f . . l \ LO &® G g \ \ CAC" ' \ � % » y CAC l Cl) \LLj ^ l , = s . 22 /{ / ` = 22= © iVl- � l , =o/ \& L\\\+ ~ ' \/f /L LLI C-1 l Q)0 Of Lu �ws=U �$@j/ � \j ?ge \ / G ƒj % N , M /4101.9 /g10e'9 /4102.9 0e,9 ql pZ•9� LO /ql 0Z'9 00 w Ln O O N y M a N LL U') v /gIOZ•9 v N � C co (O — O LL v z 0,>.g ch O C) _ J=� LL�W , a Q x m 2:00 `On�a ° c0� °wL `2:X L 0 —tq LLj I U)Fo � /g10[ - a 8� .T�� z c7 g�zv% -. — �oz_o-+ cl)>�a � N CO c� B ° C r�. s \a •\o °P, 4 0 L roc, o c, °a L o � rte, LO rn 5 co 00 I CD C. c°v� C-1 N N � D O L- Cl O V 9 c N \ cu O LL V Z \ 0 Cl) = J=a LL..= w a Q_ O X n O 200 LO LO \o ` o UJ'n in-Lax \\� >o- LL ;� m F-b 0 a- � o mow- �5 l\in c? 0 QU)Z Ur c O c ca CD o'� Cl) m >(DQ�❑ N M ' O • r Ln O r- H E-W a H U LO U / O w M M 7 a a M CL cn U Cl) a • FC W � U o Cp H r- co r•1 �' H 1 a rn U O N- 4 4 N OD Ux Utxx � vo Z H Ln H o p (n E >1'H O 91 O w 1 w w m z ° H "' vaw x , a a U) o W P Cl.. 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F; rn rn �n. v z z 9 C.A. M M 07 .7— N -3441113— z z • • ao �o 0 1 07L ti o 0 o LO s. °) o W LLI C) O d N 0 (D H U') Z Z O ( - N F- L/i U LLJ m p LO-� O W � O Cl) N M M LL n LLI Z p O o �� •z •Z Oz O¢ Z -1261 CL J Q LL W LL :E;-- i Q X m =00 ,°n:Da o 0- oWLO? <° in>X c e WZ �o_ w �F-IL U m 5-z m c Z)C7 Q,ZU �c' r- > co Q N X Q Co, O !, M M 16/32 Company: Milton Cubas, P.E. INC Sheet 1 of 3 I� Specifier:GE Project:6130 SUNSET DRIVE,SOUTH MIAMI, FL.3314 User application Address: 1302 NE 125 ST NORTH MIAMI,FL. 33161 Contract No.: PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail: miltoncubas @msn.com Location/Date:-/1/25/2008 Specifier's comments: Anchor type and size: Kwik Bolt 3(KB3)-3/8 Effective embedment depth: h., 1.63 in. Material: Carbon Steel Proof. design method: ICC Uninsp. Stand-off installation: eb=0.00 in. (no stand-off) ;t=0.25 in. Anchor plate: CUSTOM ;fyk=36000 psi ; ; Ix x ly x t=2.00 x 2.00 x 0.25 in. Base material: uncracked concrete 3000, fc'=3000 psi; h=8.00 in. Reinforcement: - Anchor Geometry [in.] plan view Y section A z x t=0.25 , he,=1.63 �£ s: C4 g: Co Ix=2.0 x section B z 1 Y 0 NE E - h-8.00 20.00 20.00 section A ® ly-2.0 Loading . Governing loads[lb, in.-lb] Governing loads[lb, in.-lb] N =45 Vy =84 N 45 MZ = 0 My =0 V -4 Z V 84 Y-7 M 90 ' / M 0 / x I M, 0 Eccentricity(structural section)[in.] e,=0.00; ey =0.00 Vx =-4 Seismic/Wind loads: no Mx = 90 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c).2003 Hilti AG.FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 17/32 Company:Milton Cubas, P.E..INC Sheet 2 of 3 11 !-Audi Specifier:GE Project:6130 SUNSET DRIVE, SOUTH MIAMI, FL.3314 User application Address: 1302 NE 125 ST NORTH MIAMI,FL. 33161 Contract No.: PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date: -/1/25/2008 Load case(governing): + Anchor reactions fib] Tension force: (+Tension-Pressure) Anchor Tension force Shear force 1 152 84 Tension max.concrete compressive strain[ %o]: 0.06 max.concrete compressive stress[psi]: 224 resulting tension force[lb]: 152 E.- 'WMAM -s. r� uinpresabn` a resulting compression force fib]: 107 Loads on the critical anchor 1 Design values[lb] Utilization [%] Proof Load Strength ON/pv Status Tension load 152 399 38/- OK Shear load(no bending) 84 531 416 16 OK Combined tension and shear loads PN Rv a Utilization l+N,V[%] Status 0.382 0.158 1.667 25 OK RN+ Rv<= 1 Details fA,N fA,v flIN fRV 1.000 1.000 0.944 0.500 all N jIb] all V,[Ib] all Ns all V. all M[in.-lb] Nf cf1b] Vre [lb] 423 1062 - 274 399 531 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilli AG,Schaan , y 18/32 Company: Milton Cubas, P.E. INC Sheet 3 of 3 Specifier:GE Project: 6130 SUNSET DRIVE, SOUTH MIAMI, FL.3314 User application Address: 1302 NE 125 ST NORTH MIAMI, FL. 33161 Contract No.: PROMS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail: miltoncubas @msn.com Location/Date:-/1/25/2008 Anchorplate,steel:CUSTOrA fyk=36000 psi Section type: -no profile(0.00 x 0.00 x 0.00) Hole diameter d,=0.44 in. Recommended plate thickness: not calculated Y C. o 0 0 0 x 1 00 00 0 0 1.000 1.000 1.000 .1.000 Anchorplate[in.] Coordinates Anchor[in.] x y x y Anchor x y -1.00 1.00 1.00 -1.00 1 0.00 0.00 1.00 1.00 -1.00 -1.00 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor.(c)2003 Hilti AG,FL-9494-Schaan-Hilti-is a-registered Trademark of Hilli AG,Schaan- 19/32 Company:Milton Cubas,P.E. INC Sheet 1 of 3 Specifier:GE Project:6130 SUNSET DRIVE,SOUTH MIAMI, FL.3314 User application Address: 1302 NE 125 ST NORTH MIAMI, FL.33161 Contract No.: PROFIS Anchor 1.8.0 Phone/Fax: (305)8914174/(305)891-4175 Responsible: hftp://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date:-/1/25/2008 Specifier's comments: Anchor type and size: Kwik Bolt 3(KB3)-3/8 Effective embedment depth: he}=2.15 in Material: Carbon Steel Proof: design method: ICC Insp. Stand-off installation: eb=0.00 in. (no stand-off) ;t=0.25 in. Anchor plate: CUSTOM ;fyk=36000 psi ; ; Ix x lY x t=2.00 x 2.00 x 0.25 in. Base material: uncracked concrete 3000, f�= 3000 psi; h=8.00 in. Reinforcement: - Anchor Geometry in. plan view y section A z X t=0.25 , he,=2.15 K1 0 �?A.. �.. C `" x m -2. 0 X c O U 1 (, section B z o y mk "o . N h=8.00 _ z 20.00 20.00 section A —2.CO Loading Governing loads[lb, in.-lb] Governing loads(lb, in.-lb] ` N = 348 V, =-31 N 348 Mz =0 M,, =-696 V 23 Z V -31 M 0 M -696 % x M 0 Eccentricity(structural section)[in.] ex=0.00; e,=0.00 Vk =23 Seismic/Wind loads: no M, =0 Input data and results must be checked for agreement with the existing conditions and for plausibilityl PROFIS Anchor(c)2003 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt!AG,Schaan 1 20/32 Company: Milton Cubas,P.E. INC Sheet 2 of 3 Specifier: GE Project:6130 SUNSET DRIVE, SOUTH MIAMI, FL.3314 User application Address: 1302 NE 125 ST NORTH MIAMI, FL. 33161 Contract No.: PROMS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail: miltoncubas @msn.com Location/Date:-/1/25/2008 Load case(governing): Anchor reactions[lb] Tension force: (+Tension-Pressure) Anchor Tension force Shear force 1 1176 39 Cor ipres"slo n max.concrete compressive strain[ %°J: 0.45 max.concrete compressive stress[psi]: 1727 resulting tension force(lb]: 1176 resulting compression force[lb]: 828 .. , Loads on the critical anchor 1 Design values[lb] Utilization[%] Proof Load Strength RN/QV Status Tension load 1176 1193 99/_ OK Shear load(no bending) 39 1178 43 3 OK Combined tension and shear loads RN QV a Utilization YN,V[%] Status (� 0.986 0.033 1.667 98 OK RN+ FV 1 Details fA.N fA.V fRN fRV 1.000 1.000 1.000 1.000 all N jIb] all V,[Ib] all Ns all Vs all M[in.-lb] NfJlb] Vrecllb] 1193 1178 274 1193 1178 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003 Hilti AG.FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 23/32 Company:Milton Cubas,P.E. INC Sheet 2 of 4 Specifier:GE Project:6130 SUNSET DRIVE,SOUTH MIAMI, FL. 3314 User application Address: 1302 NE 125 ST NORTH MIAMI, FL.33161 Contract No.: PROMS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: z-- http://www.us.hilti.com/ E-Mail: miltoncubas @msn.com Location/Date:-/1/25/2008 Load case(governing): Anchor reactions[lb] Tension force: (+Tension-Pressure) Anchor Tension force S hear force 1 1447 12 Tenslon max. concrete compressive strain [ °/aaJ: 0.30 I T. 1 max. concrete compressive stress[psi]: 1151 resulting tension force[lb]: 1447 Gnm rea6lon resulting compression force(lb]: 767 Loads on the critical anchor 1 Design values[lb] Utilization[%] Proof Load Strength RN/OV Status Tension load 1447 1451 100/_ OK Shear load(no bending) 12 1255 -/1 OK Combined tension and shear loads aN QV a Utilization ON,V[%] Status 0.997 0.010 1.667 100 OK t�N+ a-<= 1 Details fA,N fA,V f. fRV 1.000 1.000 1.000 1.000 all N jlb] all V jIb] all N. all Vg all M[in.-lb] N_[lb] Vf jIb] 1451 1255 - 274 1451 1255 Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! pROFIS Anchor(c)2003 Hilti AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilti AG.Schaan 22/32 Company: Milton Cubas, P.E. INC Sheet 1 of 4 Specifier:GE Project:6130 SUNSET DRIVE,SOUTH MIAMI,FL.3314 User application Address: 1302 NE 125 ST NORTH MIAMI, FL. 33161 Contract No.: PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail: miltoncubas @msn.com Location/Date:-/1/25/2008 Specifier's comments: Anchor type and size: Kwik Bolt 3(KB3)-3/8 Effective embedment depth: h,,=2.70 in. Material: Carbon Steel Proof: design method: ICC Insp. Stand-off installation: eb=0.00 in. (no stand-off) ;t=0.25 in. Anchor plate: CUSTOM ;fyk=36000 psi ; ; Ix x ly x t=2.00 x 4.00 x 0.25 in. Base material: uncracked concrete 3000, f�=3000 psi; h=8.00 in. Reinforcement: - Anchor Geometry [in.] plan view y section A z x t=0.25 N .;: h -2.70 u o P ��- KK Co I,-2. 0 d x 0 z section B 1 Y o CD ' N .� 7 s x4 h=8.00 f 20.00 20.00 section A ® fy=4.0 Loading Governing loads[lb, in.-lb] Governing loads[lb, in.-lb] N =680 Vy =-12 N 680 MZ =0 My =0 V -2 Z V -12 Y M 1360 /V1 M 0 i X M 0 Eccentricity(structural section)[in.] e,=0.00; ey=0.00 VX =-2 Seismic/Wind loads:no MX = 1360 Input data and results must be checked for agreement with the existing conditions and for plausibility! - PROFIS Anchor(c)2003 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilt!AG,Schaan u 23/32 Company: Milton Cubas,P.E. INC Sheet 2 of 4 Specifier:GE Project:6130 SUNSET DRIVE,SOUTH MIAMI, FL. 3314 User application Address: 1302 NE 125 ST NORTH MIAMI, FL.33161 Contract No.: } PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date:-/.1/25/2008 Load case(governing): Anchor reactions[lb] Tension force: (+Tension-Pressure) Anchor Tension force Shear force 1 1447 12 Tensmn max.concrete compressive strain[ %°]: 0.30 ! max. concrete compressive stress[psi]: 1151 resulting tension force[lb]: 1447 G�dMpreasbn resulting compression force[lb]: 767 ;gt Loads on the critical anchor 1 Design values[lb] Utilization[%] Proof Load Strength RN/pV Status Tension load 1447 1451 100/_ OK Shear load(no bending) 12 1255 -/1 OK Combined tension and shear loads FAN PV a Utilization RN,v[%] Status �y 0.997 0.010 1.667 100 OK pN+ RV 1 Details fA,N fA,V fRN fl'V 1.000 1.000 1.000 1.000 all N jIb] all V°[Ib] all NB all Vg all M[in.-lb] NfeC[lb] vrecllb] 1451 1255 - 274 1451 1255 , Fastening meets the design criteria! Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003 Kill AG,FL-9494 Schaan Hilti is a registered Trademark of Hilli AG.Schaan i S= 24/32 °1 Company:Milton Cubas,P.E. INC Sheet 3 of 4 Specifier:GE Project:6130 SUNSET DRIVE,SOUTH MIAMI, FL.3314 User application Address: 1302 NE 125 ST NORTH MIAMI, FL.33161 Contract No.: PROMS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date:-!1/25/2008 Anchorplate,steel: CUSTOM fy,=36000 psi Section type: -no profile(0.00 x 0.00 x 0.00) Hole diameter df=0.44 in. Recommended plate thickness: not calculated y CD C, 0 0 0 N N X 1 0 0 Co Co N N 1.000 1.000 1.000 1.000 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003 Hilti AG,_FL=9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan ,A 25/32 Company: Milton Cubas, P.E. INC Sheet 4 of 4 MLE Specifier:GE Project:6130 SUNSET DRIVE,SOUTH MIAMI, FL. 3314 User application Address: 1302 NE 125 ST NORTH MIAMI, FL. 33161 Contract No.: PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail: miltoncubas @msn.com Location/Date:-/1/25/2008 Coordinates Anchor[in.] Anchorplate [in.] Anchor x y x y x y 1 0.00 0.00 -1.00 2.00 1.00 -2.00 1.00 2.00 -1.00 -2.00 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor I c)2003 Hilt!AG,FL-9494 Schaan Hilli is a registered Trademark of Hilti AG,Schaan N M co it N by , � v Off, d _, �\ cb LO v co o ° "> o N LO t N C W (6 O LL n M W R Z 0 Cl) J � LL LL Q N �X•j �\ 0 Lq Lq0a-f- o 0 cU)C) y>x L X c_W z0 Ld _ JL LL NW NJ LU mZ� U) Q U)Z - �O_ C: X .—_-- Q -O..- N id 7' N ch 0 K N r C c+0. 0 o ' 6 0 C-1 moo. 0 Lo rn 0 00 LO o ° O N v C14 a LL 7 N 1 t � CO O LL r6 W � Z , O Cl) = J a LL=LJ Q o m l 0 O C)~13f o Lq 0 d= U)o cn Lij N L :3 U X c y - L CJ N � u=i O O O O O C:) CYJ Q m Z O t[) O LO O +. 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En Project: Desingn: CMILTON CUBAS, P.E., INC. 32/32 CONSULTING ENGINEER Subject: Sheet No. Inspection: CC 1. Milton Cubas Address: Investigation; of sheets 1302 N.E. 125 ST *North, Miami, Florida 33161 Job No.: Date: Desingn by: Reports: Phone: 305-891-4174 Fax: 305-891-41.75 E-mail: iiicu.bas99(@.Covad.net .. ........ AJOPIP5__k"Rf ....................... j 6 T f. _4- L S 4.2 J S T -4- -4 T t .7 T- Sour& 3 ADO RHO CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: �,t,� (,�Q SOUTH MIAMI,FL PROPERTY OWNER: �� Q�( TEL.NO. � ADDRESS: Lo �j Z STREET CITY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE r� BUSINESS OFFICE - RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED: WHAT WILL THE TOTAL COS TO COMPLETE THIS PROJECT? $ "r, Q - TEL NO. �— I J 4 APPLICANTS NAME: �— ADDRESS:�� S�A��S�`e'� STREET CITY STATE z>P FAX NUMBER: AS THE APPLICANT,PLEASE,INDICATE YOUR RELATIONSHIP TO THIS PROJECT OWNER OF THE PROPERTY ___[_TEN /LESSEE CONTRACTOR OTHER: OWNER OF THE BUSINESS ARCHITECT ENGINEER PLEASE,INDICATE CONTACT PERSON ERPB's decision will be mailed to the contact person indicated below): PROPERTY OWNER APPLICANT OTHER(provide name and address) -P 6 a®cq? PLEASE SIGN YOUR NAME ON THE LINE ABOVE DATE Y:\ERPB\ERPB Application Form REVISED FOR-2007-2008.doc South Miami City Hall awning back to drawing board - 06/14/2008 - MiamiHerald.com Page 1 of 2 ...................... ................................................................................................................................... .................................................................................................................................................................................................................................................................................................................................................................. Miami,FL ` 6� `,■■ Partly sunny 83'F e. Hi/LOW:88°/75° iamiHeraldxom ,A, ,i L SAY NO TO HIGH GAS PRICES ! i ... ...._ _ ___.. .. Welcome Guest Search: iii News Cy Archives Web Search powered by YAHOO!SEARCH GO Login I Register NEWS SPORTS ENTERTAINMENT I BUSINESS I TROPICAL LIFE I OPINION JOBS i CARS I REAL ESTATE I SHOPPING I CLASSIFIEDS I ELNUEVOHERALD.COM Food I Health Home&Design I People I Travel I Style 1 Books I Family&Parenting I Pets I Religion&Values SOUTH MIAMI South Miami City Hall awning back to 5°bs`riberServi°es drawin g board " CORAL GABLES& &_ SOUTH MIAMI AREA A proposed awning to the City Hall entrance, land development ; c FDOT holds meeting for of historic sites and the Fourth of July event were all on proposed Red Road Tuesdays commission agenda Improvements __ ._„_ ._,_.. _.,_ ,,, .,,__.. .__ _ __,. ,_ _._•. ____, Posted on Sat,Jun.14,2008 email print reprint Coral Gables Chamber of AIM del.icio.us Digg Facebook Commerce's goals conference begins ' Thursday BY ERIKA CAPEK mm New award honors ecapek @MiamiHerald.com Gables'visionaries The proposed installation of an"L”shaped awning at the north entrance to the South South Miami City Hall Miami City Hall building is once again being sent back to the Environmental Review and awning back to drawing Preservation Board. board The ERPB approved the commissioners'request for the awning but did not approve an x Scholarships help additional extension that would cover the brick patio area. : Palmetto,Southwest High The board agreed the extension was overwhelming and not architecturally compatible with wM The Summer of Audi Evert; School grads go to college the building's design. - Police reports from local municipalities "Since the people on that board are experts,we should take their advice,"Commissioner Jay Beckman said. More However,other commissioners said the awning is a necessity to create a safer MOST POPULAR environment when it rains.With this cover and paving of the front entrance,the water could " - STORIES run into the grassy area. ;;' G Causeway lane is a bit out I The commission is asking the board to remand the resolution and include specific of line instructions about function,safety and architectural compatibility. Dolphins are big but cant "I'm surprised they'll let the run off go right into the slippery bricks,"City Manager Ajibola j putt Balogun said."The board didn't indicate safety,only aesthetics." F Canes top FSU to stave The commissioners unanimously voted to send the resolution back to the board was off elimination In other action Tuesday,the commission: Davie man sues Disney ........ for discrimination Voted down an ordinance amending land development"designation of historic sites"in QUICK JOB SEARCH order to provide limitations on reinitiating a historic designation,by a 3-2 vote. 'Mountain Man'climbs to Enter Keyword(s): rightful spot •Passed a resolution to authorize the city manager to enter into a contract with Fisher Auction Co.Inc.to sell"surplus"equipment and vehicles. ....... McCain:Allow oil drilling Enter City off coast The auction will take place Saturday at 10 a.m.at 4795 SW 75th Ave.and will include Dolphins'Porter has no surplus computers,bicycles,trucks and other items. Select a State All United States ..... ; excuses Authorized the city manager to negotiate a grant agreement with the Children's Trust for Select a Category: All Job Categories Moumer charged with the July 4 event for$10,000. Search by Category shooting man Technical difficulties Search°v Advanced Job Search CEOs are spared the Join the discussion economic pain The Miami Herald is pleased to provide this opportunity to share information,experiences -.1.L..0 1 C I A I L 1.N. '- and observations about what's in the news.Some of the comments may be reprinted EWS VIDEO NEWS ON THE GO elsewhere in the site or in the newspaper.We encourage lively,open debate on the issues of the day,and ask that you refrain from personal comments and remarks that are off point News by Mobile In order to post comments,you must be a registered user of MiamiHerald.com.Your P Y 9 ,, b; ► News by Email usemame will show along with the comments you post.Not a registered useR It's Free! Tceh Revlexvt Fa tr aticzn Canr4leavt ter Register here.Thank you for taking the time to offer your thoughts. k�tnusa t etl�a at, oma a RSS feeds Brvotooth fradua[eon party Podcasts ....................................... .. .......... _......_...._ _ .. ............ Aaasmr speaks out Recent Comments Be the first to post a comment using the form below Post Your Comment You must log in to post comments. i I http://www.miamiherald.com/news/miami_dade/coral_gables/story/570168.html 6/17/2008 I� 'Oury South Miami r Al 9 All-America City v = 1 Iti CORPORATED CITY OF SOUTH MIAMI o Rio OFFICE OF THE CITY MANAGER ° INTER-OFFICE MEMORANDUM zoos To: The Honorable Mayor Feliu and Members of the City Commission Via: Ajibola Balogun, City Manager -� From: Sanford A. Youkilis, Acting Planning Director Date: June 10, 2008 ITEM No. Subject: A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, RELATING TO AN APPEAL OF A DECISION OF THE ENVIRONMENTAL REVIEW AND PRESERVATION BOARD TO APPROVE THE INSTALLATION OF A PROPOSED 11L11 SHAPED AWNING AT THE NORTH ENTRANCE TO THE SOUTH MIAMI CITY HALL BUILDING, 6130 SUNSET DRIVE; PROVIDING AN EFFECTIVE DATE. APPLICANT'S APPEAL The Land Development Code Section 20-6.2(A) provides that a decision or recommendation made by the ERPB may be appealed to the City Commission by the City administration, the applicant, or an interested citizen. Attached is an appeal filed by the applicant, City of South Miami Public Works Department, dated June 3, 2008. The City Commission has 60 days from the filing date to hear the appeal and enter a decision (reverse, affirm or modify the ERPB decision). At its April 15, 2008 meeting, the Environmental Review and Preservation Board (ERPB) approved the applicant's request for the installation of the awning with the "L" configuration located at the north fagade of 6130 Sunset Drive (ERPB-08-030). The applicant is contending that an alternative design for the awning (rejected by the ERPB) is preferred thereby resulting in the subject appeal. ERPB ACTION: The ERPB first reviewed the proposal for awning installation on April 1, 2008 and approved three of the four ("B, C, and D") awnings with conditions. The Board however, disapproved the awning labeled "A," which was proposed to be installed from entrance to Central Services to the north entrance of City Hall, including all of the brick patio in front of the building. At that time the ERPB expressed its opinion that the proposed awning labeled "A" was not only overwhelming and excessive but-also not in character with the design of the building. It was recommended that the proposal be redesigned to an "L" shaped configuration, connecting the entrance to Central services with the north entrance to City Hall. The Board felt that this limited design would be more compatible with the architectural design of the building. At the ERPB's April 15, 2008 meeting the applicant implemented the Board's recommendation and resubmitted two different awning proposals ("T" and "L") The ERPB approved the proposed configuration labeled "Alternative L." SPECIFIC APPEAL ITEMS: The appellant has claimed that the Board's recommendation of April 15, 2008 to approve only the "Alternative L" design failed to consider safety issues related to the weather elements and the adequate customer service that it will provide to the residents seeking services from both City Hall and Central Services. Therefore, the appellant requests that the City Commission reverse the decision made by the ERPB and approve the previously denied awning design "A" which was proposed on April 1, 2008. STAFF OBSERVATIONS: I. In order to properly review the appeal, attached to this report is the ERPB approval letter, application, staff report, meeting minutes, awning details, and photographs presented to the ERPB on April 15, 2008 for Item No. ERPB-08-030. The applicant requested that the awning cover the north entrance of City Hall however, the ERPB ruled that the awning with the "L" configuration will serve the function that the applicant desires. 2. The Planning Department did observe that the applicant's proposal is within the canopy guidelines pursuant Section 20-3.6(B)(5) of the Land Development Code and therefore staff supported approving any one of the four alternatives submitted. RECOMMENDATIONS (1) The City Commission may wish to affirm the ERPB decision; this action denies the application submitted by the Public Works Department. The awning would then be constructed in the limited"L" shaped design. (2) The City Commission may wish to reverse the ERPB decision; this action is essentially a modification of the ERPB decision allowing the applicant to construct the more extensive awning design "A"which was proposed at the April 1, 2008 meeting of the ERPB. Documentation: Draft Resolution ERPB Appeal Application ERPB Staff Report/Application ERPB Minutes Excerpt 4-1-08 ERPB Minutes Excerpt 4-15-08 Public Notices LR/SAY X:\Comm ltems\2008\6-10-08\ERPB Appeal CM Report.doc Affirm ERPB 1 RESOLUTION NO. 2 3 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH 4 MIAMI, FLORIDA, RELATING TO AN APPEAL OF A DECISION OF THE ENVIRONMENTAL 5 REVIEW AND PRESERVATION BOARD TO APPROVE THE INSTALLATION OF A 6 PROPOSED "L" SHAPED AWNING AT THE NORTH ENTRANCE TO THE SOUTH MIAMI 7 CITY HALL BUILDING, 6130 SUNSET DRIVE; PROVIDING AN EFFECTIVE DATE. 8 9 WHEREAS, the Environmental Review and Preservation Board (ERPB) at its April 15, 10 2008 meeting reviewed Application No. ERPB-08-030 submitted by the South Miami Public Works 11 Department and approved the applicant's request for the installation of an "L" shaped awning to be located 12 at the north entrance to the South Miami City Hall building 6130 Sunset Drive; and 13 14 WHEREAS, the Environmental Review and Preservation Board approval did not include an 15 additional extension of the awning to the east covering the brick patio area (Exhibit "A") because the 16 Board agreed that the awning in this extension was overwhelming and not architecturally compatible with 17 the design of the building; and 18 19 WHEREAS, the applicant, on June 3, 2008, filed an appeal to the decision of the Environmental 20 Review and Preservation Board claiming that the ERPB decision did not consider the need for safety and 21 for improved customer service to citizens; and 22 23 WHEREAS, Section 20-6.2(A) of the Land Development Code allows for an appeal of an ERPB 24 decision to be made to the City Commission by the applicant, interested citizens, or the City administration; 25 and 26 27 WHEREAS, Section 20-6.2 (E) of the Land Development Code provides that the City Commission 28 may reverse, affirm, or modify any decision of the Environmental Review and Preservation Board on which 29 there has been an appeal. 30 31 NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY 32 COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: 33 34 Section 1. The City Commission rejects the applicant's appeal and affirms the decision of the 35 Environmental Review and Preservation Board on April 15, 2008 which decision approved the "L" 36 configuration for the installation of an awning at the front entrance to City Hall. 37 38 Section 2. This resolution shall be effective immediately after the adoption 39 hereof. 40 41 PASSED AND ADOPTED this , day of , 2008 42 43 44 ATTEST: APPROVED: 45 46 47 48 CITY CLERK MAYOR 49 50 51 1 Affirm ERPB 1 2 2 3 Commission Vote: 4 READ AND APPROVED AS TO FORM: Mayor Feliu: 5 Vice Mayor Beasley: 6 Commissioner Wiscombe: 7 Commissioner Palmer: 8 Commissioner Beckman: 9 CITY ATTORNEY 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 X:\Comm Items\2008\6-10-08\ERPB-08-030 Appeal Resol.doc 2 Reverse ERPB 1 RESOLUTION NO. 2 3 A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH 4 MIAMI, FLORIDA, RELATING TO AN APPEAL OF A DECISION OF THE ENVIRONMENTAL 5 REVIEW AND PRESERVATION . BOARD TO APPROVE THE INSTALLATION OF A 6 PROPOSED "L" SHAPED AWNING AT THE NORTH ENTRANCE TO THE SOUTH MIAMI 7 CITY HALL BUILDING,6130 SUNSET DRIVE; PROVIDING AN EFFECTIVE DATE. 8 9 10 WHEREAS, the Environmental Review and Preservation Board (ERPB) at its April 15, 11 2008 meeting reviewed Application No. ERPB-08-030 submitted by the South Miami Public Works 12 Department and approved the applicant's request for the installation of an "L" shaped awning to be located 13 at the north entrance to the South Miami City Hall building 6130 Sunset Drive; and 14 15 WHEREAS, the Environmental Review and Preservation Board approval did not include an 16 additional extension of the awning to the east covering the brick patio area (Exhibit "A") because the 17 Board agreed that the awning in this extension was overwhelming and not architecturally compatible with 18 the design of the building; and 19 20 WHEREAS, the applicant, on June 3, 2008, filed an appeal to the decision of the Environmental 21 Review and Preservation Board claiming that the ERPB decision did not consider the need for safety and 22 for improved customer service to citizens; and 23 24 WHEREAS, Section 20-6.2(A) of the Land Development Code allows for an appeal of an ERPB 25 decision to be made to the City Commission by the applicant, interested citizens, or the City administration; 26 and 27 28 WHEREAS, Section 20-6.2 (E) of the Land Development Code provides that the City Commission 29 may reverse, affirm, or modify any decision of the Environmental Review and Preservation Board on which 30 there has been an appeal. 31 32 NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY 33 COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: 34 35 Section 1. The City Commission reverses the decision of the Environmental Review and 36 Preservation Board on April 15, 2008 (ERPB-08-030) and approves a modification of the ERPB decision 37 allowing the applicant to construct the awning design identified as Exhibit "A" at the front entrance to City 38 Hall. 39 40 Section 2. This resolution shall be effective immediately after the adoption 41 hereof. 42 43 PASSED AND ADOPTED this , day of , 2008 44 45 46 ATTEST: APPROVED: 47 48 49 50 CITY CLERK MAYOR 51 1 Reverse ERPB 1 2 3 2 4 5 Commission Vote: 6 READ AND APPROVED AS TO FORM: Mayor Feliu: 7 Vice Mayor Beasley: 8 Commissioner Wiscombe: 9 Commissioner Palmer: 10 Commissioner Beckman: 11 CITY ATTORNEY 12 13 14 15 16 17 18' 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 XAComm Items\2008\6-10-08\ERPB-08-030 Appeal Reverse Resol.doc 2 Reverse ERPB RESOLUTION NO. A RESOLUTION OF THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA, RELATING TO AN APPEAL OF A DECISION OF THE ENVIRONMENTAL REVIEW AND PRESERVATION BOARD TO APPROVE THE INSTALLATION OF A PROPOSED "L" SHAPED AWNING AT THE NORTH ENTRANCE TO THE SOUTH MIAMI CITY HALL BUILDING,6130 SUNSET DRIVE; PROVIDING AN EFFECTIVE DATE. WHEREAS, the Environmental Review and Preservation Board (ERPB) at its April 15, 2008 meeting reviewed Application No. ERPB-08-030 submitted by the South Miami Public Works Department and approved the applicant's request for the installation of an "L" shaped awning to be located at the north entrance to the South Miami City Hall building 6130 Sunset Drive; and WHEREAS, the Environmental Review and Preservation Board approval did not include an additional extension of the awning to the east covering the brick patio area (Exhibit "A") because the Board agreed that the awning in this extension was overwhelming and not architecturally compatible with the design of the building; and WHEREAS, the applicant, on June 3, 2008, filed an appeal to the decision of the Environmental Review and Preservation Board claiming that the ERPB decision did not consider the need for safety and for improved customer service to citizens; and WHEREAS, Section 20-6.2(A) of the Land Development Code allows for an appeal of an ERPB decision to be made to the City Commission by the applicant, interested citizens, or the City administration; and WHEREAS, Section 20-6.2 (E) of the Land Development Code provides that the City Commission may reverse, affirm, or modify any decision of the Environmental Review and Preservation Board on which there has been an appeal. NOW, THEREFORE, BE IT RESOLVED BY THE MAYOR AND CITY COMMISSION OF THE CITY OF SOUTH MIAMI, FLORIDA: Section 1. The City Commission reverses the decision of the Environmental Review and Preservation Board on April 15, 2008 (ERPB-08-030) and approves a modification of the ERPB decision allowing the applicant to construct the awning design identified as Exhibit "A" at the front entrance to City Hall. Section 2. This resolution shall be effective immediately after the adoption hereof. PASSED AND ADOPTED this , day of ,2008 ATTEST: APPROVED: CITY CLERK MAYOR 1 Reverse ERPB 2 Commission Vote: READ AND APPROVED AS TO FORM: Mayor Feliu: Vice Mayor Beasley: Commissioner Wiscombe: Commissioner Palmer: Commissioner Beckman: CITY ATTORNEY X:\Comm Items\2008\6-10-08\ERPB-08-030 Appeal Reverse Resol.doc 2 of s0urb 3 y JUN - 3 208 INCORPORATED `y 1927 (i:- ------. ... City of South Miami Environmental Review and Preservation Board -E R P B APPEAL OF DECISION TO CITY COMMISSION An appeal of an ERPB decision or recommendation may be filed at any time before a building permit is issued by filing the same with the City Clerk upon a form prescribed therefore. Appeals may be taken by the applicant, interested citizens, or the city administration (per Section 20-6.2 (A) of City's Land Development Code). The City Commission will hear and enter a decision on all appeals within60days of the filing of an appeal ERPB Case No.: 08-30 Date Of Decision of ERPB: Aril 15 2008 Subject Address 6130 Sunset Drive South Miami Florida 33143 INDICATE YOUR RELATIONSHIP TO SUBJECT CASE: Name(Print Name) ContactNo. APPLICANT City of South Miami 305-668-2510 INTERESTED CITIZEN CITY ADMINISTRATION SUMMARIZE THE DECISION OF THE ERPB: This application was presented to the Environmental Review and Preservation Board on April 1, 2008 and April 15, 2008 with an intent to secure approval for the attached Option 1 design. During the second board meeting, the board approved the "L" shape alternative. The "L" shape alternative excludes the open area shown in the attached supporting�document as Exhibit"A". SUMMARIZE REASON FOR APPEAL: See Attachment"1" aZA �--�--- PLEASE SIGN YOURVA ON THE LINE ABOVE DATE SUBMIT THIS FORM TO CITY CLERK E:IERPBIERPB Appeals/ERPB Appeal/Application.doc- Attachment "1" The reason for this appeal is to request approval of the original design ( Option 1, pages 1 through 3 attached). To illustrate the difference between the approved "L" shape alternative and the Options 1 design, we have shaded the area deleted from Option 1 (See Exhibit "A" shaded) . Removing area "A" from the original design posses the following concerns: 1. The runoff from rain event would now be collected at the open Area "A". Thus creating safety concern, especially since the area is tiled. With the original design, the water would runoff into the landscape area just north of Area "A". 2. With Area "A" covered with canopy, it would provide additional waiting area for residents seeking services from both City Hall and Central Services. n � � z z 3 __ ___ DD 9 . r � l 09 � / P rn__ a �.:�, ' :'. ;� ,.... - ,� �:.��r�`�'. °�v. �( :';�,- �� _ .. \ �/ ,A ,:. .(; _ _ ,,; i.' ;,, I I i I ' � ^ V � O r (� C - --� � �. �'_ -< Z s Z � � � _ �..Jam,' �— � ��,. i .1�� fP�� Y I :.�..� `:��. \ .. .+'.� �. .�.� \ 5_ n��"'�A 1 ��(�� J J�r / r -��- j � �� - �r- � . ;_ / `� _, i 4��' \�'� '� "r��, � :,•,.> ,:�.�: r .:�� _ �j \\ \\ �\ / / v/ (^1 /^� V I � C � - � - � Z � � � � Z D _ m r-- �- D CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD `J To: Chair & Members, Environmental Date: April 15, 2008 , Review& Preservation Board Tuesday 8:30 a.m. Via: Sanford A. Youkilis, Al C`P � �\J Acting Planning Director From: Lourdes Cabrera- rnandez Re: ERPB-08-030 y Planner Applicant: City of South Miami, Public Works Location: 6130 SW 72 Street Request: Awning Installation APPLICANT'S REQUEST: The applicant is requesting approval for the awning installation on the property located in a Transit Oriented Development District-Public Intuitional (TODD-PI). STATUS UPDATE: At its April 1, 2008, Environmental Review and Preservation Board (ERPB), the Board granted approval of three of the four proposed awnings, "B, C and D" The awning located on the north fagade of City Hall, previously labeled on the-site plan as "A," was suggested by the Board to be restudied. The Board raised concern and questioned if different awning alternatives had been considered. It is important to note, that concerns about the awning design is justified because the existing City Hall building will be designated an historic site in the near future (fifty years old / designed by the most famous architect in South Florida). It is the Planning's Department observation that for the proposed awning to appear as a part of the building is difficult task. However, as indicated on the attached plans, Option Number One reflects the Boards' comments and concerns. The proposed awning design illustrates horizontal lines, which are best suitable with the architectural vocabulary of the existing building design. Furthermore, two additional configurations, "T and L," are attached for consideration and review if necessary. STAFF ANALYSIS: The subject property, City of South Miami Government offices consist of several detached buildings; City Hall, Sylva Martin, and the Police Department. It is proposed that one awning will be installed on the north side of City Hall leading to the Central Services Department at the Sylva Martin Building. The proposed awning will have new structural framework and will be consistent in color and material as the other three awnings previously approved by the ERPB on April 1, 2008. The awning color will be a solid Glade Green CP2711-62. The awnings as proposed, comply with the regulations as set forth in the Supplemental Regulations. Pursuant to Section 20-3.6(B)(5) of the Land Development Code, canopies are permitted as follows: 6130 SW 72 Street ERPB-06-030 presented on April 15, 2008 Awning Installation Page 2 of 2 CANOPIES may extend from the main entrance of a principal building to the street line in multi-family 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. RECOMMENDATION: Approval with the following conditions: 1. Canopy must be consistent with Section 20-3.6(B)(5) of the LDC; 2. Signage is not a part of this application; 3. Existing painted walls shall be retouched as needed; 4. Complies with the Florida Building Code; 5. Complies with the American Disability Act; 6. Landscape shall be installed as need; and, 7. Any comments and/or suggestions from the Bard. Attachments: Option Number 1 Alternative "T" Configuration Alternative "L" Configuration On file: ERPB Application, dated March 26, 2008 Proposed Location Photographs Certificate of Flame Resistance Awning Sample Material Awning Specifications Site plan LCH Z:\ERPB\ERPB Agendas\2008 ERPB AGENDAS\April 15, 2008\ERPB-08-030R.doc SOUTH ' U � O RiD r CITY OF SOUTH MIAMI PLANNING &ZONING DEPARTMENT ENVIRONMENTAL REVIEW AND PRESERVATION BOARD APPLICATION STREET ADDRESS OF JOB: �J\f`; S'F(P i SOUTH MIAMI,FL PROPERTY OWNER: �� A ay' TEL.NO. � — C� L-0— (S ADDRESS: 12 STREET CnY STATE ZIP WHAT IS THE PRESENT USE OF THE PROPERTY? SINGLE-FAMILY RESIDENCE '� BUSINESS OFFICE RETAIL STORE OTHER: APARTMENT OR TOWNHOUSE MEDICAL OFFICE AUTO REPAIR PLEASE,BRIEFLY SUMMARIZE THE WORK TO BE PERFORMED T�nl-� - WHAT WILL THE TOTAL COSTJ3,E TO COMPLETE THIS PROJECT? $ e- l C, 0Iry C., I , APPLICANTS NAME: —� �L�4� - _` TEL NO. `� ADDRESS: l� S Z S-I e e STREET CITY STATE ZIP FAX NUMBER: AS THE APPLICANT,PLEASE,INDICATE YOUR RELATIONSHIP TO THIS PROJECT [OWNER OF THE PROPERTY TENANT 1 LESSEE CONTRACTOR OTHER: OWNER OF THE BUSINESS ARCHITECT ENGINEER PLEASE,INDICATE CONTACT PERSON ERPB's decision will be mailed to the contact person indicated below : PROPERTY OWNER APPLICANT OTHER(provide name and address) PLEASE SIGN YOUR NAME ON THE LINE ABOVE DATE Y:\ERPB\ERPB Application Form REVISED FOR-2007-2008.doc 50U7 O � U "+ INCORPORATED 1927 CORV0 P CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday,April 01, 2008 8:30 AM EXCERPT I. CALL TO ORDER Action: Mr. Trautman, Chairman called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Bedell, Mrs. Mark, Mr. Fernandez, Mr. Chandler, Mr. Jude, Mr. Balli , Mr. Trautman and Mr. Rivera Members absent: Mrs. Morales- Fernandez City Staff present: Mrs. Lourdes Cabrera-Hernandez (Planner), Mr. Marcus Lightfoot (Permit Facilitator) and Ms. Lluvia Resendiz (ERPB Coordinator) Staff absent: Alerik Barrios (Assistant) IV.REQUESTS ARE AS FOLLOWS: 1) [ERPB-08-030] Applicant: City of South Miami Location: 6130 SW 72 Street Request: Awning Installation Applicants Present: Mr. De la Torre Mr. Lightfoot read item into the record. Mr. Trautman questioned awning "A" and how the awning relates to the Sylva Martin building. The applicant replied that it was due to the ability to provide for a covered walkway. ERPB Mins 04-01-2008 Pglof2 Mr. Chandler suggested that the canopy does not benefit or tie in with the building. However, an "L" shaped awning will not take away from the building. The Board adjourned to view the exterior facades of the building. The Board reconvened to continue discussing the item. Mr. Trautman commented that the existing entrance from the.front of City Hall to the old Library building cover connection seems excessive. Also, a connection is feasible from the beginning of the steps to Central Services. Mr. Fernandez asked if there were any other options explored for the covered walkway such as a concrete roof or another structure. The applicant commented that the idea was not to provide a permanent construction, but rather a canopy type. Mrs. Marks suggested placing gutters in addition to canopy `B" Motion: Mr. Bedell moved to approve canopies `B", "C", "D", deferred canopy "A".. Also, suggested that gutters be added canopy"B". Mr. Trautman seconded. Vote: 8 Approved 0 Opposed An appeal of an ERP13 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\2008 Minutes\N4arch 18,2008\ERPB Mins April 1,2008.doc ERPB Mins 04-01-2008 Pg 2 of 2 F SOUT O f„ 'Y U '* • INCORPORATED • 1927 toato CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday, April 15, 2008 8:30 AM EXCERPT I. CALL TO ORDER Action: Mr. Trautman, Chairman called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Bedell, Mrs. Mark, Mr. Fernandez, Mr. Chandler, Mr. Jude, Mr. Balli, Mr. Trautman and Mrs. Morales-Fernandez Members absent: Mr. Rivera City Staff present: Mrs. Lourdes Cabrera-Hernandez (Planner), Mr. Marcus Lightfoot (Permit Facilitator) and Ms. Lluvia Resendiz (ERPB Coordinator) Staff absent: Alerik Barrios (Assistant) IV.REQUESTS ARE AS FOLLOWS: 1) [ERPB-08-030] Applicant: City of South Miami Location: 6130 SW 72 Street Request: Awning Installation Applicants Present: Mr. Rudy Del la Torre Ms. Resendiz read the item into the record. Mrs. Cabrera- Hernandez added that "It is important to note, that concerns about the awning design is justified because the existing City Hall building will be designated an historic site in the near future and it was designed by the most famous architect in South Florida." ERPB Mins 04-15-2008 Pg 1 of 2 The Board discussed alternatives "T" and "L," and agreed to approve the awning with the "L" configuration. Mr. Bedell questioned how the water will drain. The applicant replied that the water will drain from the marquee. When the angle comes down the water will drain inside the awning and into the plants. Motion: Mr. Trautman moved to approve awning "L" configuration. Mr. Jude seconded Vote: 8 Approved 0 Opposed 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\2008 Minutes\April 15,2008\ERPB Mins April 15,2008.doc ERPB Mins 04-15-2008 Pg 2 of 2 3) [ERPB-08-031] Applicant: Thomas Jackson Location: 6521 SW 64 Court Request: New Construction Revision Applicants Present: Mr. Thomas Jackson Ms. Resendiz read the item into the record. The applicant explained the reason behind the changes to the plan and advised that the water meter was not moved from its original location. He added that the fence on the southern side of the property was not complete due to a personal injury. The cost of the driveway was not affordable therefore could not be completed. The shutters were not placed because of personal preference. Motion: Mr. Chandler moved to approve the changes as presented. Mr. Bedell seconded. Vote: 8 Approved 0 Opposed 4) [E B-08-301 I Applicant: City of South Miami Location: 6130 SW 72 Street Request: Awning Installation Applicants Present: Mr. Rudy Del la Torre Ms. Resendiz read the item into the record. Mrs. Cabrera- Hernandez added that "It is important to note, that concerns about the awning design is justified because the existing City Hall building will be designated an historic site in the near future and it was designed by the most famous architect in South Florida." The Board discussed alternatives "T" and "L," and agreed to approve the awning with the "L" configuration. Mr. Bedell questioned how the water will drain. The applicant replied that the water will drain from the marquee. When the angle comes down the water will drain inside the awning and into the plants. Motion: Mr. Trautman moved to approve awning "L" configuration. Mr. Jude seconded Vote: 8 Approved 0 Opposed ERPB Mins 04-15-2008 -Pg 3 of 4 - F/ SOUT U • INCORPORATED • 1927 C o Rxo P April 15, 2008 Re: Environmental Review&Preservation Board—Final Approval Applicant: City of South Miami Project: Awning Installation Address: 6130 SW 72 Street ERPB No.: 08-030 Meeting Date: April 15,2008 Dear: Mr. Del la Torre, The intent of this correspondence is to formally inform you that the City of South Miami Environmental Review and Preservation Board(ERPB)has approved your application. 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 issued, except as may be extended by the ERPB for a period not to exceed six(6)months. 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 at any time before a building permit is issued. 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 Ms. Lourdes Cabrera- Hernandez at the Planning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. Sincere , an rd Youkilis Acting Planning Director Planning Department Y:\ERPB\ERPB Letters\2008 Letters\ERPB FINAL AS PRESENTED08-030.doc CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD J� To: Chair & Members, Environmental Date: April 15, 2008 Review & Preservation Board Tuesday 8:30 a.m. Via: Sanford A. Youkilis, AICV� Acting Planning Director ?� From: Lourdes Cabrera- rnandez Re: ERPB-08-030 Planner 1K Applicant: City of South Miami, Public Works Location: 6130 SW 72 Street Request: Awning Installation APPLICANT'S REQUEST: The applicant is requesting approval for the awning installation on the property located in a Transit Oriented Development District-Public Intuitional (TODD-PI). STATUS UPDATE: At its April 1, 2008, Environmental Review and Preservation Board (ERPB), the Board granted approval of three of the four proposed awnings, "B, C and D" The awning located on the north fagade of City Hall, previously labeled on the site plan as "A," was suggested by the Board to be restudied. The Board raised concern and questioned if different awning alternatives had been considered. It is important to note, that concerns about the awning design is justified because the existing City Hall building will be designated an historic site in the near future (fifty years old / designed by the most famous architect in South Florida). It is the Planning's Department observation that for the proposed awning to appear as a part of the building is difficult task. However, as indicated on the attached plans, Option Number One reflects the Boards' comments and concerns. The proposed awning design illustrates horizontal lines, which are best suitable with the architectural vocabulary of the existing building design. Furthermore, two additional configurations, "T and L," are attached for consideration and review if necessary. STAFF ANALYSIS: The subject property, City of South Miami Government offices consist of several detached buildings; City Hall, Sylva Martin, and the Police Department. It is proposed that one awning will be installed on the north side of City Hall leading to the Central Services Department at the Sylva Martin Building, The proposed awning will have new structural framework and will be consistent in color and material as the other three awnings previously approved by the ERPB on April 1, 2008. The awning color will be a solid Glade Green CP2711-62. The awnings as proposed, comply with the regulations as set forth in the Supplemental Regulations. Pursuant to Section 20-3.6(B)(5) of the Land Development Code, canopies are permitted as follows: 6130 SW 72 Street ERPB-08-030 presented on April 15, 2008 Awning Installation Page 2 of 2 CANOPIES may extend from the main entrance of a principal building to the street line in multi-family 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. RECOMMENDATION: Approval with the following conditions: 1. Canopy must be consistent with Section 20-3.6(B)(5) of the LDC; 2. Signage is not a part of this application; 3. Existing painted walls shall be retouched as needed; 4. Complies with the Florida Building Code; 5. Complies with the American Disability Act; 6. Landscape shall be installed as need; and, 7. Any comments and/or suggestions from the Bard. Attachments: Option Number 1 Alternative "T" Configuration Alternative "L" Configuration On file: ERPB Application, dated March 26, 2008 Proposed Location Photographs Certificate of Flame Resistance Awning Sample Material Awning Specifications Site plan LCH Z:\ERPB\ERPB Agendas\2008 ERPB AGENDAS\April 15, 2008\ERPB-08-030R.doc - V/ � C --� � ► - Z Z � � ! D _ � . D � � �¢ ;� � � i s^ ( �� . .�..._.._..'..._ 1 i f ;} :? �__ �� i i o a i i } i V` ,, _ � ,,. �� --� � ; - � Z `� � � � : �� - �; / /� D � ! \ ,�. \: � `� � - � � �/ � , ,� � /� �� - � � �- '� �� o � -� / ,, � ;� o - o � r � \�, -� � � � � � ;� ��--- w z ,- �� ;� ;� ;,. ,� ,� `: , . ,- f ,� ; . ,- �' ��" /� f 1 i r ��' O CA o � SOUT�l U INCORPORATED 1927 April 1, 2008 Re: Environmental Review& Preservation Board—Final Approval Applicant: City of South Miami Project: Awning Installation Address: 6130 SW 72 Street ERPB No.: 08-030 Meeting Date: April 1,2008 Dear Rudy De la Torre: The intent of this correspondence is to formally inform you that the City of South Miami Environmental Review and Preservation Board (ERPB) has approved your application with conditions. The Board approved the two awnings which will be installed on the Police Department and one on Central Service (Sylva Martin Building). The fourth awning proposal was deferred for the following reasons: 1. The awning in the main entrance of South Miami City Hall must be revisited to create a more subtle design which will be compatible with the existing building design. 2. Gutters shall be installed on the side entrance of Central Services. The next step in the plan review process is to submit a building permit application for the two awnings to be installed on the Police Department and one in Central Services. 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 issued, except as may be extended by the ERPB for a period not to exceed six (6) months. 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 at any time before a building permit is issued. 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 Ms. Lourdes Cabrera- . Hernandez at the Planning Department, between the hours of 8:00 AM and 5:00 PM, Monday through Friday at 305-663-6347. Sincerely r San rd Youkilis Acting Planning Director Planning Department Y:\ERPB\ERPB Letters\2008 Letters\ERPB FINAL WITH CONDITIONS08-030.doc O 4 SOUT�I � � r U • INCORPORATED • 1927 Cp �i4 CITY OF SOUTH MIAMI ENVIRONMENTAL REVIEW & PRESERVATION BOARD REGULAR MEETING MINUTES Tuesday, April 01, 2008 8:30 AM I. CALL TO ORDER Action: Mr. Trautman, Chairman called the meeting to order at 8:30 A.M. II. PLEDGE OF ALLEGIANCE Action: The Pledge of Allegiance was recited in unison. III. ROLL CALL Action: Mr. Trautman performed roll call. Board members present constituting a quorum: Mr. Bedell, Mrs. Mark, Mr. Fernandez, Mr. Chandler, Mr. Jude, Mr. Balli , Mr. Trautman and Mr. Rivera Members absent: Mrs. Morales- Fernandez City Staff present: Mrs. Lourdes Cabrera-Hernandez (Planner), Mr. Marcus Lightfoot (Permit Facilitator) and Ms. Lluvia Resendiz (ERPB Coordinator) Staff absent: Alerik Barrios (Assistant) IV.REQUESTS ARE AS FOLLOWS: l �E - _ 0] Applicant: City of South Miami Location: 6130 SW 72 Street Request: Awning Installation Applicants Present: Mr. De la Torre Mr. Lightfoot read item into the record. Mr. Trautman questioned awning "A" and how the awning relates to the Sylva Martin building. The applicant replied that it was due to the ability to provide for a covered walkway. Mr. Chandler suggested that the canopy does not benefit or tie in with the building. However, an "L" shaped awning will not take away from the building. ERPB Mins 04-01-2008 Pg 1 of 4 c 1 The Board adjourned to view the exterior facades of the building. The Board reconvened to continue discussing the item. Mr. Trautman commented that the existing entrance from the front of City Hall to the old Library building cover connection seems excessive. Also, a connection is feasible from the beginning of the steps to Central Services. Mr. Fernandez asked if there were any other options explored for the covered walkway such as a concrete roof or another structure. The applicant commented that the idea was not to provide a permanent construction, but rather a canopy type. Mrs. Marks suggested placing gutters in addition to canopy"B" Motion: Mr. Bedell moved to approve canopies "B", "C", "D", deferred canopy "A". Also, suggested that gutters be added canopy`B". Mr. Trautman seconded. Vote: 8 Approved 0 Opposed 2) [ERPB-08-029] Applicant: MR Properties Location: 5829 SW 73 Street Request: Sign Installation Applicants Present: Mr. Vint Mr. Lightfoot read the item into the record. Mr. Fernandez questioned if the dimension of the box sign is similar in height to "Carrabbas" and "Outback Steakhouse." Mr. Trautman responded by saying that it is similar in height. However, "Carrabbas" and "Outback Steakhouse" sit above the canopy on the wall and the proposed signage has a space in between the canopy. Motion: Mr. Chandler moved to approve the application as presented. Mr. Trautman seconded. Vote: 8 Approved 0 Opposed 3) [ERPB-07-088] Applicant: Armando Bardisa Location: 6050 South Dixie Hwy Request: New Construction/Final Applicants Present: Mr. Bardisa Mrs. Cabrera- Hernandez read the item into the record. ERPB Mins 04-01-2008 Pg 2 of 4 b r MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street—North Miami—Florida 33161 Phone(305) 891-4174 Fax(305) 891-4175 E-mail:miltoncubasArnsn.com PAGE 1/29 COVER SHEET DATE: February 4, 2008 PROJECT: "SOUTH MIAMI CITY HALL" AWNING 64'-1.3" W x 28'-4" PROJ. ADDRESS: 6130 SUNSET DRIVE. SOUTH MIAMI, FL, 33143 CLIENT: BISCAYNE AWNINGS & SHADES DESIGN BY: GE This computation book contains manual and computerized structural calculations, certain printed,. '\\,data and Computation pages are numbered 1 thru 29. Computations were performed to the best�., of our knowledge according to sound and generally accepted engineering principals and Code ,requirements, using nationally recognized computer software and in-house developed software. Prior to commis.;ioning into service, the in-house developed software was thoroughly checked by performing parallel manual computations. The sign and seal provided herein are meant to cover all computation sheets pages 1 through 29. `�1 Milton Cubas Certification Authorization # 272,611 \� F.L Reg. P.E # 51902 S.I. # 6999901 •� t MILTON CUBAS, P.E., INC. 1302 N.E. 125 Street.—North Miami—Florida 33161 Phone(305) 891-4174 Fax(305) 891-4175 , E-mail::mi ltoncubas@ msn.com PAGE 11/29 INDEX DESCRIPTION PAGE Wind Loads Calculations. 1 Frame with Longs 3 Wind Loads Analysis 7 Design Columns Group 11 Design Members Group 14 Self Weight Reactions 17 Wind Reactions 18 Footing Design 19 Combination Reactions 2.4.7 23 Anchors Base Plate Design (Type B) 24 Anchors Base Plate Design (Type C) 27 1/29 Project File Subject BISCAYNE AWNINGS & SHADES Date 1/29/2008 Location Eng. GE Design Wind Pressure p Equation 6-25 (ASCE 7-02) Design wind pressures and forces are determined per equations given in section 6.5.1; System Type Structure Type Equation Open Buildings and Rigid Structures p = gz.G.Cf Other Structures Monoslope Roofs qz : at height z above ground over G : given in 6.5.8.1 Open Buildings Cf : given in Figure 6-18 Velocity Pressure Calculations, qz Velocity pressure qz is calculated in accordance with section 6.5.10 qz = Velocity pressure @ height (z) (Eq. 6-15) qz= Constant • Kz • Kzt • Kd • V 2 .1 qz= See wind pressure calculation table Where : Constant = Numerical constant (Section C6.5.10) = '/ •.[ (Air density lb/cu ft)/( 32.2 ft/s2)] [( mi/h )( 5280 ft/mi ) (1 hr/3600 s)] 2 = 0.00255 Mean Sea Level = 25.00 ft Air Density @ MSL = 0.0764 lb/cu ft (Table C6-1) Category = I (Table 1-1) Importance Factor = 0.87 (Table 6-1) Exposure Category = C (Open terrain) Alpha = 9.50 (Table 6-2) Zg = 900.00 ft (Table 6-2) Basic Wind Speed = 90.00 mph (Figure 6-1) Structure Height = 25.00 ft Kz = Velocity pressure coefficient at height z (Eq. C6-3a) = 2.01 (Z/Zg) ^ (2/Alpha) for 15 ft <=Z <=Zg (Eq. C6-3b) = 2.01 (15/Zg) ^ (2/Alpha) for Z < 15 ft = 0.95 Page 1 i r 2/29 n Project File Subject BISCAYNE AWNINGS & SHADES Date 1/29/2008 1 Location Eng. GE Velocity Pressure Calculations, qz(Cont.) Where : Kzt = Topographic factor obtained from Fig. 6-4 = (1 + K1 • K2 K3) Z = 1.00 Topography = None Kd = Wind directionality factor obtained from Table 6-4 = 1.00 Gust Effect Factor, G The gust effect factor for main wind-force resisting building and other structures and for components and cladding of open buildings is in accordance with section 6.5.8.1 G = 0.85 Force Coefficient, Cf. Figure 6-18 The pressure force coefficient is given in Figure 6-15 Roof Angle = 10.00 deg UB Value = 0.20 Cf = 0.75 Center of Pressure = X/L = 0.30 Design Wind Pressure. a. 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U) Z 46' G Z ®a 9 0 � � ®'• C) ® ® W o ®, ® ® 9 3651 Z Ste. pF- 6e 4® o n 00 ® ® °� J LL ® ® -3801 -79.71 ® ® o A -4591 ® ® -10541 ® ® ��. ® ® o ® ® �^ 282 1 4 '° ® ° e ® ® \o ®® -V2 fb IV 00 a ° `® -1102 1 °, p 0 -291 1 LO co CO. LL `O C(n v� Q- ® ® ° o �m -0o ®. Q c U} 'n 0 ® 356 Itr a°i 19/29 Company Milton Cubas, P.E. January 30, 2008 Designer GE Job Number : Checked By: Sketch X 1 ft t� x i�� z- asp -�Wit- �" L'"��•s G 3Ytg 4. F.., 2 ft Details B X #5 @5.67 in Z w a N N LLEJ C.' #5@5.67 in Ln 1 1 2 ft Footing Elevation Bottom Rebar Plan Geometry, Materials and Criteria Length :2 ft eX :0 in Net Allowable Bearing :2000 psf Steel fy :60 ksi Width :2 ft eZ :0 in Concrete Weight :150 pcf Minimum Steel :.0018 Thickness :24 in pX :.0001 in Concrete f :3 ksi Maximum Steel :.0075 Height :0 in pZ :.0001 in Design Code :ACI 318-02 Footing Top Bar Cover :3.5 in Overturning Safety Factor :1.5 Phi for Flexure :0.9 Footing Bottom Bar Cover :3.5 in Coefficient of Friction :0.3 Phi for Shear :0.75 Pedestal Longitudinal Bar Cover :1.5 in Passive Resistance of Soil :,0 k Phi for Bearing :0.65 Loads P (k) Vx (k) Vz (k) Mx(k-ft) Mz(k-ft) Overburden ( sf) DL .094 -.001 .001 0 WL -.492 .003 .005 +P �+Vx +Vz (R. +Mx +Mz +Over A D D C D C A D RISAFoot Version 2.Oa [C:\temp para risa\FOOTING 2.5 DIA.rft] Page 1 20/29 Company Milton Cubas, P.E. January 30, 2008 Designer GE Job Number : Checked By: Soil Bearin_g Description Categories and Factors Gross Allow.(ps� Max Bearing (psf) Max/Allowable Ratio ASCE 2.4.1-1 1DL 2300 326.5 D .142 ASCE 2.4.1-2 1 DL+1 LL 2300 326.5 D .142 ASCE 2.4.1-3a 1DL+1WL 2300 212.5 A .092 ASCE 2.4.1-3b 1DL+.7EL 2300 326.5 D .142 ASCE 2.4.1-3c 1DL+.75LL+.75WL 2300 240.25 A .104 ASCE 2.4.1-3d 1DL+.75LL+.7EL 2300 326.5 D .142 ASCE 2.4.1-4 .6DL+1WL 2300 83.1 A .036 ASCE 2.4.1-5 .6DL+.7EL 2300 195.9 D .085 ACI9-2 1.05DL+1.275LL+1.275WL 2300 198.15 A .086 ACI9-3 .9DL+1.3WL 2300 146.85 A .064 A B A B A B A B A B D C D C D C D C D C 1 DL 1 DL+1 LL 1 DL+1 WL 1 DL+.7EL 1 DL+.75LL+.75WL QA: 323.5 psf QA: 323.5 psf QA: 212.5 psf QA: 323.5 psf QA: 240.25 psf QB: 320.5 psf QB: 320.5 psf QB: 194.5 psf QB: 320.5 psf QB: 226 psf QC: 323.5 psf QC: 323.5 psf QC: 188.5 psf QC: 323.5 psf QC: 222.25 psf QD: 326.5 psf QD: 326.5 psf QD: 206.5 psf QD: 326.5 psf QD: 236.5 psf NAZ:2612 in NAZ:2612 in NAZ:283.333 in NAZ:2612 in NAZ:404.632 in NAX:2612 in NAX:2612 in NAX:850 in NAX:2612 in NAX:1537.6 in A B A B A B A B D C D C D C D C 1DL+.75LL+.7EL .6DL+1WL .6DL+.7EL 1.05DL+1.275LL+1.275WL QA: 323.5 psf QA: 83.1 psf QA: 194.1 psf QA: 198.15 psf QB: 320.5 psf QB: 66.3 psf QB: 192.3 psf QB: 175.875 psf QC: 323.5 psf QC: 59.1 psf QC: 194.1 psf QC: 167.55 psf QD: 326.5 psf QD: 75.9 psf QD: 195.9 psf OD: 189.825 psf NAZ:2612 in NAZ:118.714 in NAZ:2612 in NAZ:213.495 in NAX:2612 in NAX:277 in NAX:2612 in NAX:671.243 in A B D C .9DL+1.3WL QA: 146.85 psf QB: 124.65 psf QC: 115.65 psf QD: 137.85 psf NAZ:158.757 in NAX:391.6 in RISAFoot Version 2.Oa [C:\temp para risa\FOOTING 2.5 DIA.rft] Page 2 a 1•� T 21/29 Company Milton Cubas, P.E. January 30, 2008 Designer GE Job Number : Checked By: Footrn_q Flexure Design (Bottom Bars) Description Categories and Factors Mu-XX (k-ft) Z Dir As (in 2) Mu-ZZ (k-ft) X Dir As (in 2)ACI 9-1 1.4DL+1.71-1 .454 .005 ..454 .005 IBC 16-5 1.2DL+ILL+1EL .389 .004 .389 .004 IBC 16-6 .9DL+1EL .292 .003 .292 .003 Note: Overburden and footing self weight are included in the DL load case. Footin_g Flexure Desi_qn (Top Bars) Description Categories and Factors Mu-XX (k-ft) Z Dir As (in 2) Mu-ZZ (k-ft) X Dir As (in2 SW+OB 1SW+1013- IBC 16-6,I13C 16-6 .01 0 01 0 Moment Capacity of Plain Concrete Section Along XX and ZZ=24.301k-ft,24.301k-ft Per Chapter 22 of ACI 318. Footing Shear Check Two Way (Punching)Vc: NA One Way (X Dir. Cut)Vc 53.074 k One Way(Z Dir. Cut)Vc: 53.074 k Punching X Dir. Cut Z Dir. Cut Description. Cate ories and Factors Vu(k) Vu/)2Mc. Vu(k) Vu/,oVc Vu(k) Vu/,(zA/c ACI 9-1 1.4DL+1.7LL NA NA .000909998 0 .000909998 0 IBC 16-5 1.2DL+1LL+1EL NA NA .000779998 0 .000779998 0 IBC 16-6 .9DL+1EL NA NA .000584999 0 .000584999 0 Note: Overburden and footing self weight are included in the DL load case. Concrete Bearinq Check (Vertical Loads Only) Bearing Bc: 2.55 k Description Categories and Factors Bearing Bu (k) Bearing Bu/0Bc ACI 9-1 I 1.4DL+1.7LL 1.812 1.093 IBC 16-5 1.2DL+ILL+1EL 1.553 .937 IBC 16-6 .9DL+1EL 1.165 .703 Note: Overburden and footing self weight are included in the DL load case. Overturning Check(Service) Description Categories and Factors Mo-XX (k-ft) Ms-XX (k-ft) Mo-ZZ(k-ft) Ms-ZZ(k-ft) OSF-XX OSF-ZZ ASCE 2.4.1-1 1DL .002 1.294 .002 1.294 647 647 ASCE 2.4.1-2 1DL+1LL .002 1.294 .002 1.294 647 647 ASCE 2.4.1-3a 1DL+1WL .504 1.294 .498 1 1.296 2.567 2.602 ASCE 2.4.1-3b 1DL+.7EL .002 1.294 .002 1.294 647 647 ASCE 2.4.1-3c 1DL+.75LL+.75WL .378 1.294 .374 1.296 3.419 3.47 i ASCE 2.4.1-3d 1DL+.75LL+.7EL .002 9.294 .002 1.294 647 647 ASCE 2.4.1-4 .6DL+lWL .503 .776 .498 .778 11.543 11.561 ASCE 2.4.1-5 .6DL+.7EL .001 .776 .001 1 .776 1 647 I 647 ACI 9-2 1.05DL+1.275LL+1... .642 1.359 .635 1.361 2.116 2.143 I' ACI 9-3 .9DL+1.3WL .654 1.165 .647 1.166 1.78 1.802 { Mo-XX: Governing Overturning Moment about AD or BC Ms-XX: Governing Stablizing Moment about AD or BC OSF-XX: Ratio of Ms-XX to Mo-XX RISAFoot Version 2.Oa [C:\temp para risa\FOOTING 2.5 DIA.rft] Page 3 c � a 24/29 Company:Milton Cubas, P.E. Sheet 1 of 3 Specifier:GE Project: User application Address: 1302 NE 125TH STREET,NORTH MIAMI, FL, 33fttract No PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date:-/2/4/2008 Specifier's comments: Anchor type and size: Kwik Bolt 3(KB3)-1/2 Effective embedment depth: he,=2.25 in. Material: Carbon Steel Proof: design method: ICC Insp. Stand-off installation: eb=0.00 in. (no stand-off) ;t=0.25 in. Anchor plate: CUSTOM ;fyk=36000 psi ; ;Ix x ly x t=5.00 x 5.00 x 0.25 in. Base material: Reinforcement: uncracked concrete 3000, f�'=3000 psi;h=30.00 in. _ Anchor Geometry[in.] plan view y section A z x t=0.25 her=2.25 , 1, WIF 3 x m =5.00 ch r o section B z O O �, CD a y o � F h=30.00 3.50 3.00 X3.50 , section A ly=5.00 Loading a Governing loads(lb,in.-lb] Governing loads(lb, in.-lb] N =663 M, =0 My =0 N 663. z V -116 V -21 0 c 0 , x M 0 I Eccentricity(structural section)[in.] e,= 1.25; ey=0.00' Vx =-116 Seismic/Wind loads:no M,, =0 Input data and results must be checked for.agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan f I 1 ® 6 -3541 • `ro. o ® -3481 . s ° ,. ® ® -4351 ®. U) ® ® ® ® z Z ® ® -435 I". O (� ®'® ' U W W ry Q U 0 Q ® to N.3121 O U) �. 0 Z CD ® ® ® ® -331 1 ULU ® ® Q 0 9 moo, -51.81 W cr ® ® 0 O Q -4191 s�. ® ® ® 934® ® o 21 i e s ® -2381 �L °• o ® 63 ® sb ®® �a ®• ®. e ® 10 ®. • ° ..e -9891 . wa ® ® ® ® 0 ® o ® ® lei ® ®. ��® '® ®'.® -246 1 ® � o Lo o ° o .O ®.® C=) — ® ® Sri o C N O C ®. -3981 H _ e ® .p Z�N W ®. a ® ® 1 m. e " m 13151 g c U �l> N f � 7 24/29 Company:Milton Cubas, P.E. Sheet 1 of 3 Specifier:GE Project: User application Address: 1302 NE 125TH STREET,NORTH MIAMI, FL, 33&tract No.: PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date:-/2/4/2008 Specifier's comments: Anchor type and size: Kwik Bolt 3(KB3)-1/2 Effective embedment depth: he,=2.25 in. Material: Carbon Steel Proof: design method: ICC Insp. Stand-off installation: eb=0.00 in. (no stand-off) ;t=0.25 in. Anchor plate: CUSTOM ;fyk=36000 psi ; ;1,x ly x t=5.00 x 5.00 x 0.25 in. Base material: uncracked concrete 3000, f�'=3000 psi;h=30.00 in. Reinforcement: - Anchor Geometry[in.] plan view section A Z y x t=0.25 h —2.25 t1'Y W O O Od x m =5.00 C! s c ;. x o f 0 section B Z O O ? rn Y o � � � cvf r h=30.00 3.50 3.00 3.50 l section A ly=5.00 Loading Governing loads[lb,in.-lb] Governing loads[1b, in.-lb] N 663 V _ 21 M= =0 My =0 N 663 V -116 z V -21 Y%� M 0 i ,:. M 0 x M 0 Eccentricity(structural section)[in.] ex=1.25; ey=0.00 VX =-116 Seismic/Wind loads:no Mx =0 Input data and results must be checked for.agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003 Hilti AG,FL-9494 Schaan Hilt is a registered Trademark of Hilt AG,Schaan ')0 25/29 Company:Milton Cubas, P.E. Sheet 2 of 3 _ Specifier:GE Project: User application Address: 1302 NE 125TH STREET,NORTH MIAMI,FL, 3rlftract No.: PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date:-1 2/4/2008 Load case(governing): Anchor reactions[lb] Tension force:(+Tension-Pressure) Anchor Tension force Shear force " � ig 1 49 31 � �, a s Z' 2 299 32 x it w a 3 49 27 Corn ressob ,si eTbnson S; 4 299 28 max.concrete compressive strain[ %oJ: 0.01 axx max.concrete compressive stress[psi]: 31 resulting tension force[Ib]: 696 resulting compression force[lb]: 33 Loads on the critical anchor 4 Design values[lb] Utilization[%] Proof Load Strength ON/pV Status Tension load 299 576 52/- OK Shear load (no bending) 28 388 47 7 OK Combined tension and shear loads ON av a Utilization PN.V[%] Status ryry p P 0.519 0.072 1.667 35 OK F N V<— + 1 Details fA,N f1V fRN fRV 0.499 0.859 0.899 0.259 all N jlb] all VjIb] all Ng all V. all M[in.-lb] N_[lb] Vrec[lb] 1284 1745 - - 678 576 388 Fastening meets the design criteria! Input data-and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003 Hilb AG,FL-9494 Schaan Hill is a registered Trademark of Hilti AG,Schaan 26/29 Company:Milton Cubas, P.E. Sheet 3 of 3 Specifier:GE Project: User application Address: 1302 NE 125TH STREET, NORTH MIAMI,FL, 3:1(1tract No.: PROFIS Anchor 1.8.0 Phone/Fax:(305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date:-12/4/2008 Anchorplate,steel:CUSTOBQ fy,=36000 psi Section type: Pipe section-PIPE2STD(2.38 x 2.38 x 0.15) Hole diameter d,=0.56 in. Recommended plate thickness: not calculated y 1.250 0 0 0 O 0 C' 3 4:a 4 x 'KF . CD v�sai A. 0 N 1 2 0 CD 1.000 1.000 2.500 2.500 Coordinates Anchor(in.] Anchorplate(in.] Anchor x y Anchor x y x y x y 1 -1.50 -1.50 3 -1.50 1.50 -2.50 2.50 2.50 -2.50 2 1.50 -1.50 4 1.50 1.50 2.50 2.50 -2.50 -2.50 Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor(c)2003 Hilti AG,FL-9494 Schaan HIM is a registered Trademark of Hilb AG,Schaan F 27/29 tp*� Company:Milton Cubas,P.E. Sheet 1 of 3 Specifier:GE Project: User application Address: 1302 NE 125TH STREET,NORTH MIAMI,FL, M16 tract No.: PROFIS Anchor 1.8.0 Phone/Fax: (305)891-4174/(305)891-4175 Responsible: http://www.us.hilti.com/ E-Mail:miltoncubas @msn.com Location/Date:-/2/4/2008 Specifier's comments: Anchor type and size: Kwik Bolt 3(KB3)-1/2 Effective embedment depth: he,=2.25 in. Material: Carbon Steel Proof: design method: Hilti ASD from Hilti Product Technical Guide Stand-off installation: eb=0.00 in. (no stand-off) ;t=0.25 in. Anchor plate: CUSTOM ;fyk=36000 psi ; ;I,x Iy x t=5.00 x 2.00 x 0.25 in. Base material: uncracked concrete 3000, fc'=3000 psi;h=6.00 in. Reinforcement: Anchor i I Geometry[in.] plan view section A z y x t=0.25 r��g r. hey 2.25 t x m 4=5.00 o v section B z orF 1'23 ?„ H y h=6.00 3.50 3.00 20.00 section A A lY—2.(0 Loading Governing loads[lb,in.-lb] Governing loads[lb,in.-lb] N = 13 Vy =934 N 13 Mz =0 My = 0 . V -2 Z V 934 y M 0 M 0 x M 0 Eccentricity(structural section)[in.] e. 0.00 ey=0.00 V, —-2 M% =0 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor(c)2003 Hilb AG,FL-9494 Schaan Hilti is a registered Trademark WHIM AG,Schaan ra I, .. .va r �D, "C' ati.: .�" .,VuY' PI fC,. j•i.:...ref I; yam• NI➢ dd��4 it 1. I WI I I i b `i r( tiro a.tare �N�d MIA A.-r"a r1 . AA Alp is ICU ir IN ' �.i �'xr�' ro.t +.: . ... s�• w,,,,�.w- .I .._ 3� fr. 11 _ - P drw 1p; e 5,. `i1` � N`4� ;a.�i•�,1 «!'t�!11 �5#'M•V i T�'r11�"\""' 1 If�� 4r, a t?/t— Jt# fl r J"1 i d�N bV 'W � THE CANVAS NEEDS TO BE REMOVED WHEN WINDS APPROACH 75 M.P.H. ALL MEMBERS • (90 M.P.H. 3 SEC. GUST) TUBE 1.315 O.D. X 14 GA o-- (GALVANIZED GATORSHIELD) 6 " (UNLESS NOTICED OTHERWISE) 2 12^ X03\6� i TYPICAL w. L CONNECTION ' DETAIL "All ` \ \ II SCALE:N.T.S. CONNECTION SEE DETAIL"A" (TYP) EXISTING CONCRETE SLAB 1 ' ALL COLUMNS SEE DETAIL"D" PIPE 2 SCH 40 T (GALVANIZED) ` 1 SEE DETAIL"C" SEE DETAIL"C" i >, •� (ATTACHED TO CONCRETE WALL) L�7 -----------. NOTE: SEE DETAIL"C" ISOMETRIC EXISTING (ATTACHED TO -DESIGN LIMI. ED TO STEEL AWNING CONCRETE SLAB SEE DETAIL"B" WHITE OUT ORISOTICK-ONS WILL VOID CONCRETE WALL) � SCALE:N.T.S. THESE DRAWINGS AND CALCULATIONS. I BISCAYNE AWNING & SHADE CO. , INC. �t MILTON CUBAS, P. E., INC. 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T TMV 3t"T 01011 aR30J3VV C13131T'Si30 ZWA Y8 3M00 38 JIAR2 014:10.13'W {w` MlfCj3W ORA JA 1030J3' .ZWf3tM-OFF GBVOt^339A 2W'A U4333R } M:fiwA 133TZ 04 Cat' -830 STfl3J3 P13rDOR0YH-*+ 0J X= 3 321:13J;+ t t�V Rt's2 1,41 TVjAj- 40 2TA00 qU-HOUOT Q,.t3i:j 014A qoH �:M333Fi.3.EAHa #33TZ!UA E�Et�tT�A:),,M�,e`.W NARO SZZHT ZVOITA0111039Z 31422 HTIW 3014AO34003A : ; .x,1.8 � .A. tesif? H.T W t 8 ratan ACt 9 ®1.MAI1 11•#T t 14 � � V1, T� a Otte � I STEEL PLATE ASTM A36 ° 5X5X1/4 3/16 W/(4)KWIK BOLT-III BY HILTI ° 1 1/4" ° 8 1/2"0 X 3" MIN. EMBED. 3/16 INTO CONCRETE OR OUT FILL CELL MASONRY 3" .5 (f"c=3,000p.s.i.) ° ° °I. ° d 3" MIN. EXISTING ,.-. ... .° , ° . . ,. -:a, 0 2'-6" CONCRETE WALL _5„ a d' TOP VIEW ° EXISTING ° CONCRETE WALL d.. d ° SIDE VIEW DETAIL "B" TOP VIEW 2#5 WELDED AT COLUMN. SCALE : N.T.S. Ell 1111111 1111 EXISTING MIN. CONCRETE WALL d 3/16 3 1/2"° ° 77 311/2" MIN. { ° ° 24" � d a STEEL PLATE ASTM A36 ,�---3"�� ° °° 5 X 2 X 1/4 ° 3 1/2"C L } ° ° W/(2) KWIK BOLT-III BY HILTI 5 1/2"0 X 3"MIN. EMBED. ° #5 @ 6"O/C INTO CONCRETE OR ° o 0 2'-6" BOTTOM E.W. a GROUT FILL CELL MASONRY d° 3 1/2 CL i 3" MIN. (f"c=3,000p.s.i.) EXISTING FRONT VIEW f 0 TING .TOP VIEW NOTE: CONCRETE ALL ., � ., :: �,. �_, �: � r,., ISOLATED CONCRETE F00 SIDE VIEW FOUNDATION DETAIL -DESIGN LIMITED TO STEEL AWNING DETAIL "C" 'DETAIL "D 11 WHITE OURT ORISOTICK-ONS WILL VOID SCALE : N.T.S. SCALE:N.T.S. THESE DRAWINGS AND CALCULATIONS. MILTON CUBAS, P. E., INC. °AO 04/08 BISCAYNE AWNING & SHADE CO. , INC. CONSULTING ENGINEERS PE # 51902 SCALE SOUTH MIAMI CITY HALL 611 NW 5TH Street C.A. # 27267 S.I. # 6999901 N.T.S. MIAMI, FL, 33128 AWNING 64'-1 3/8" W X 28'-4" PROD DESIGNED 1302 NE 125 ST G.E. PHONE: (305) 577-0042 6130 SUNSET DRIVE NORTH MIAMI, FLORIDA 33161 DRAWN - - - - SOUTH MIAMI, FL. 33143 - - - - - PHONE: (30-5) 891-4174 FAX (305) 891-4175 FAX: (305) 577-0049 - - EMAIL: miltoncubas @msn.com SHEET 2 OF 3 STRUCTURAL NOTES GENERAL NOTES: CONCRETE: ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY FOLLOWS: DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 3,000 PSI REGULAR WEIGHT FOR SLAB-ON-GRADE. ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. CONTRACTOR SHALL SUBMIT PROPOSED MIX DESIGNS,WITH HISTORICAL THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S PLACEMENT. CONCRETE SLUMP SHALL NOT EXCEED 4"+/- 1"PRIOR TO THE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND ADDITION OF PLASTICIZER. SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND DURING ERECTION. ASTM C-94 FOR MEASURING, MIXING,TRANSPORTING, ETC. CONCRETE -TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE „ DESIGN WIND LOADS: MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2004 AND THE IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOLLOWING SUPERIMPOSED LOADS. FOR ANY REASON THERE IS A DELAY SUCH THAT A BATCH IS HELD FOR DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 LONGER THAN 90 MINUTES,THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY 2004 AND ASCE 7-02. THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY WIND VELOCITY : 90 MPH EXPOSURE CATEGORY: C NONCOMPLIANCE WITH THE ABOVE.ALL CONCRETE SHALL BE CURED IMPORTANCE FACTOR : 0.87 GCPI: ±0.0 USING A CURING COMPOUND MEETING ASTM STANDARD C-309, TYPE 1. STRUCTURAL STEEL: CURING COMPOUNDS SHALL HAVE A FUGITIVE DYE. THE CURING COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED THE MATERIAL, FABRICATION,AND ERECTION OF STRUCTURAL STEEL OR AS SOON AS THE VISIBLE WATER HAS LEFT THE UNFINISHED CONCRETE. SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, ALL SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED IN THE EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. WORK. OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF ALL STEEL PLATES,ANGLES, CHANNELS & BARS SHALL BE ASTM A36, THE ENGINEER. Fy= 36 KSI OR APPROVAL EQUAL UNLESS NOTICE OTHERWISE. SOIL STATEMENT: ALL STRUCTURAL TUBES SHALL BE ASTM A500 GRADE B, Fy=46 KSI OR APPROVAL EQUAL. BASED ON VISUAL INSPECTION AT JOB SITE, THE FOUNDATION HAVE BEEN ALL TUBES TO BE OUTSIDE DIAMETER ASTM A500 GRADE B, DESIGNED FOR AN ALLOWABLE (LIME ROCK FORMATION)BEARING FY=46 K.S.I. OR APPROVAL EQUAL. CAPACITY OF 2,000 PSI.AT THE TIME OF CONSTRUCTION THE ENGINEER r! , ALL PIPE TO BE NOMINAL DIAMETER ASTM A501, Fy=36 K.S.I. OR SHALL SUBMIT TO THE BUILDING OFFICIAL A LETTER ATTESTING THAT THE APPROVAL EQUAL. SITE HAS BEEN OBSERVED AND CONDITIONS ARE SIMILAR TO THOSE UPON \ ANCHOR BOLTS AT COLUMN BASES SHALL BE ASTM A307 BOLTS WITH WHICH THE DESIGN IS BASED. ' G ` - DOUBLE-NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE ,l rll TIGHTENED IN ACCORDANCE WITH THE TURN-OF-THE-NUT METHOD. � WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING NOTE: (SMAW)SHALL USE E60XX LOW-HYDROGEN ELECTRODES. .DESIGN LIMITED TO STEEL AWNING ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH-UP COATS OF PAINT IN -ANY CORRECTIONS,INK MARKS, WHITE OUT OR STICK-ONS WILL VOID ACCORDANCE WITH SSPC SPECIFICATIONS. THESE DRAWINGS AND CALCULATIONS. MILTON CUBAS, P. E., INC. DA02/04/08 BiSCAYNE AWNING SHADE CO. , INC. CONSULTING ENGINEERS PE # 51902 SCALE SOUTH MIAMI CITY HALL N.T.S. 611 NW 5TH Street C.A. # 27267 S.I. # 6999901 MIAMI, FL, 33128 AWNING 64'-1 3/8" W X 28'-4" PROJ 1302 NE 125 ST DEGIENED PHONE: (305) 577-0042 6130 SUNSET DRIVE NORTH MIAMI, FLORIDA 33161 DRAWN FAX: (305) 577-0049 SOUTH MIAMI, FL. 3.3143 PHONE: (305) 891-4174 FAX (305) 891-4175 EMAIL: miltoncubas @msn.com SHEET 3 OF 3 7+^ THE CANVAS NEEDS TO BE REMOVED WHEN WINDS APPROACH 75 M.P.H. (90 M.P.H. 3 SEC. GUST) 1$ j- ALL MEMBERS TUBE 1.315 O.D. X 14 GA (GALVANIZED GATORSHIELD) (UNLESS NOTICED OTHERWISE) SEE DETAIL"D" T� CONNECTION SEE DETAIL "B" SEE DETAIL"A" (TYP) TYPICAL ALL MEMBERS CONNECTION SEE DETAIL"E" TUBE 1.315 O.D. X 14 GA (GALVANIZED GATORSHIELD) DETAIL "All SEE DETAIL "C" (UNLESS NOTICED OTHERWISE) SCALE:N.T.S. 6 3 moo_ SEE DETAIL"E" Y J � SEE DETAIL"B" CONNECTION SEE DETAIL "A" (TYP) ALL MEMBERS `)- •6 • SEE DETAIL "C TUBE 1.315 O.D. X 14 GA (GALVANIZED GATORSHIELD) (UNLESS NOTICED OTHERWISE) ISOMETRICS NOTE: -DESIGN LIMITED TO STEEL AWNING -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID SCALE:N.T.S. THESE DRAWINGS AND CALCULATIONS. MILTON CUBAS, P. E., INC. DAOE25/08 BISCAYNE AWNING & SHADE CO. , INC. "POLICE DEPARTAMENT" CONSULTING ENGINEERS PE # 51902 SCALE 611 NW 5TH Street C.A. # 27267 S.I. # 6999901 N.T.S. MIAMI, FL, 33128 AWNINGS DESIGNED 1302 NE 1?_5 ST G.E. PHONE: (305) 577-0042 6130 SUNSET DRIVE. NORTH MIAMI, FLORIDA 33161 AWN FAX:- (305) 577-0049 SOUTH MIAMI_, FL. 33143_ _. _P_HON. : MA L:891 4174 FAX @m 0 50891-4175 9 SHEET 1 of 2 STRUCTURAL NOTES GENERAL NOTES: 2 1/2"MIN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO EXISTING EXISTING 5/8"STUCCO EXISTING CONCRETE WALL NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY CONCRETE SLAB 3716 LINE OF FINISH WALL. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE EXISTING CONCRETE SLAB ENGINEER PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE 21/2"MIN. WORK. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE 2^ AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S `, ; 3"MIN. `ti F. 3116 1k RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 2 STEEL ANGLE ASTM A36 STEEL ASTM A36 SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS L2X2X1/4X2LG PLATE X2 X1/4 W 3/8)"0 X 3"MIN.IEMBED. Z3116 W!(1)KWIK BOLT-111 HILTI DURING ERECTION. �,,• 3/8'0 X 3" MIN..EMBED. ED. INTO CONCRETE OR 3"MIN. INTO CONCRETE OR DESIGN WIND LOADS: BOTTOM VIEW GROUT FILL CELL MASONRY SIDE VIEW GROUT FILL CELL MASONRY THE STRUCTURAL FRAMING WAS DESIGNED USING F.B.C. 2004 AND THE (f•c=3,000p.sJ.) (f•c=3,000p.s.I.) FOLLOWING SUPERIMPOSED LOADS. DETAIL "Bit SIDE VIEW DETAIL licit FRONT VIEW DESIGN WIND LOADS WERE DETERMINED IN ACCORDANCE WITH F.B.0 2004 AND ASCE 7-02. SCALE:N.T.S. SCALE:N.T.S. WIND VELOCITY : 90 MPH EXPOSURE CATEGORY: C IMPORTANCE FACTOR : 0.87 GCPI: t 0.0 STRUCTURAL STEEL: THE MATERIAL, FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WITH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION LINE OF FINISH WALL ALL BRACKETS AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, THE AMERICAN TUBE 1.315 OD x 14 GA EXISTING WOOD INSTITUTE OF STEEL CONSTRUCTION,AISC-ASD, 9TH EDITION, 1995. EXISTING 5/8"STUCCO (GALVANIZED GATORSHIELD) OVERHANG EXISTING /,UNLESS NOTICED OTHERWISE) 3/16 ALL PIPES TO BE NOMINAL DIAMETER GALVANIZED ASTM A501, Fy=36Ksi OR CONCRETE WALL APPROVAL EQUAL. ALL TUBES TO BE OUTSIDE DIAMETER, GALVANIZED GATORSHIELD, 1/8 a Fy=50Ksi.OR APPROVAL EQUAL. 3/16 ^ 2.. ALL STRUCTURAL TUBES TO BE GALVANIZED STEEL ASTM A500 GRADE B 4^ Fy=46Ksi OR APPROVAL EQUAL a 1" 1 1/2"MIN EDGE DIS 2"4 ': STEEL ASTM A36 ALL ANCHOR BOLTS SHALL BE KWIK BOLT 111 BY HILTI, NOA 06-0810.13 WITH PLATE 2X4X 1/4 KWIK BOLT-1113Y HILTI 2" PLATE 2 X 2 X 1/4 WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN w/(1)3/8"0 3"MIN.EMBED. W/(1)LAG SCREW BOLT ACCORDANCE WITH THE TURN-OF-THE-NUT METHOD. INTO CONCRETE "MIN. 3/8.0 x 3"MIN.EMBED. 3"MIN. GROUT FILL CELL MASONRY 3 NRY INTO EXISTING WOOD FRONT I{EW WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS USING THE MOST (f•c=3,000 p.s.l.) SIDE VIEW RECENT AWS APPROVED TECHNIQUES. SHIELDED METAL ARC WELDING SIDE VIEW �� FRONT VIEW (SMAW)SHALL USE E60XX LOW-HYDROGEN ELECTRODES. DETAIL D�� DETAIL "E ll /I z ALL STEEL SHALL RECEIVE SHOP AND FIELD TOUCH-UP COATS OF PAINT IN SCALE:N.T.S. SCALE:N.T.S. ACCORDANCE WITH SSPC SPECIFICATIONS. NOTE: J -DESIGN LIMITED TO S1 EELAWNING -ANY CORRECTIONS, INK MARKS, WHITE OUT OR STICK-ONS WILL VOID THESE DRAWINGS AND CALCULATIONS. MILTON CUBAS, P. E., INC. DA0/25/08 BISCAYNE AWNING & SHADE CO. , INC. "POLICE DEPARTAMENT°° CONSULTING ENGINEERS PE # 51902 SCALE 611 NW 5TH Street C.A. # 27267 S.I. # 6999901 N.T.S. MIAMI, FL, 33128 AWNINGS DESIGNED 1302 NE 125 ST G.E. PHONE: (305) 577-0042 6130 SUNSET DRIVE. NORTH MIAMI, FLORIDA 33161 C.C. FAX: (305) 577-0049 SOUTH MIAMI, FL. 33143 - PHONE: (305) 891-4174 FAX (305) 891-4175 EMAIL: miltoncubas @msn.com SHEET 2 of 2 J _ Y - 'may _ •' ; 4t - SOUTH MIAMI CITY HALL rte. '•- _ N s r Y y�W r%� g ti .ham •Z �•iT' .a . � 5 r _ �t n2- Y '•Y� ' f `, a- _wl i .iR.t Y `C•�1[�" . 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