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HPB- 10-01-03
MINUTES OF THE HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH DELRAY BEACH, FLORIDA PUBLIC HEARING MEETING DATE: OCTOBER 1, 2003 LOCATION: FIRST FLOOR CONFERENCE ROOM I. CALL TO ORDER The meeting was called to order by the Chairperson at 6:02 P.M. Upon roll call it was determined that a quorum was present. MEMBERS PRESENT: Mary Lou Jamison, Jim Keavney, John Miller, Jr., Randee Schatz, Rhonda Sexton, Francisco Perez- Azua, (Gloria Elliott resigned-no new appointment). MEMBERS ABSENT: None STAFF PRESENT: Paul Dorling, Robert Tefft, Lynne Tuzik, Terrill Pyburn, II. APPROVAL OF MINUTES The Minutes for the Public Hearing/Regular Meeting for September 3, 2003 and September 17, 2003 were before the Board for consideration. Ms. Jamison made a motion to approve the Minutes as written. It was seconded by Ms. Sexton and passed 6-0. III. PUBLIC HEARINGS Mr. Perez read a summary of the Quasi-Judicial Hearing Procedures and swore in all those wishing to speak. A. Sandoway House, 142 South Ocean Boulevard, Individually Listed Historic Property, Michael Kravitt, Authorized Agent. Action Before the Board: Consider a Certificate of Appropriateness and associated Class III Site Plan Modification for a second-story addition to the Sandoway House, construction of a garden shed, and associated variance. Mr. Perez inquired about disclosure of any ex parte communication. Ms. Schatz disclosed for the record that she had hired Michael Kravitt a few years ago as an expert witness. A Ms. Pyburn inquired if she had any current cases with Mr. Kravitt. Ms. Schatz stated that she did not. Mr. Dorling entered the project file and a copy of his resume into record and presented the item to the Board. Michael Kravitt was present to represent the project. He stated that the addition would follow the current building footprint atop the rear, one- story portion of the building. The applicant's concern regarding changing the siding was that it would distract from the original house. In order to maintain the integrity of the historic building, he would prefer to keep the same siding. Mr. Perez noted that members of the public were present for comment and asked if there was any public discussion. Henry Foell, 1120 Coconut Row, spoke against the variance. He stated that the building was in violation of LDR 4.3.4(K) already, and stated that it would negatively affect his adjacent property through devaluation. Carolyn Patton, Sandoway House Treasurer, spoke in favor of the Sandoway House addition. The addition would not be expanding beyond the existing footprint of the building which has been in situ since 1936. The addition would be used to house a 10,000 piece shell collection and would not change the usage of the property. Mr. Dorling inquired if there was any evidence that Mr. Foell's property would be de-valued. Nothing was presented to support Mr. FoeII's claim. Mr. Kravitt stated that the addition would be placed over what was historically the garage. He further stated that there were no setbacks when the building was constructed. He requested consideration of the variance based on the fact that the addition is facilitating the use of the historic building. David DeFrancesco, representative of the Jardin del Mar Condo Association (south of the Sandoway House) expressed his concern regarding the use of the property. Mr. Perez confirmed that the use will remain the same. Mr. Keavney inquired about the differentiation of building materials. -2- HPB Minutes 10/1/03 Ms. Sexton inquired about changing the window style or light configuration rather than the exterior siding. She further inquired whether the stairway was new. Mr. Kravitt stated that there would be no problem with differentiating the windows. He also stated that the stairwell is currently in place, though the landing at the top of the stairs is proposed. Variance After some discussion, it was moved by Ms. Jamison, seconded by Ms. Sexton and passed 6-0 to approve the variance from LDR Section 4.3.4(K) to reduce the side setback from 10' to 5.3' for a second floor addition to an existing contributing building at the Sandoway Nature Center, based upon positive findings with respect to LDR Section 4.5.1(J). Site Plan It was moved by Ms. Jamison, seconded by Ms. Sexton and passed 6-0 to approve the Certificate of Appropriateness and the associated Class III site plan modification for the Sandoway Nature Center, based on positive findings with respect to Chapter 3 (Performance Standards), and LDR Section 2.4.5(G)(5) (Findings), and the policies of the Comprehensive Plan. Design Elements After some discussion, it was moved by Ms. Jamison, seconded by Ms. Sexton and passed 6-0 to approve the COA for the design elements for Sandoway Nature Center, based on positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a, c, g, h, and j), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following condition: 1) That the windows on the second floor addition have a different configuration than those found on the remainder of the building, subject to administrative approval. B. Amelung House, 102 NE 12th Street, Individually Listed Historic Property, Gary and Toni Eliopoulos, Owners. Action Before the Board: Consider a Certificate of Appropriateness for elevation changes and a waiver request for 102 NE 12th Street, the Amelung House, pursuant to LDR Sections 2.4.6(J) and 4.1.4(C). -3- HPB Minutes 10/1/03 Mr. Perez inquired if there was any ex parte communication on this project. Ms. Jamison stated that she had roughly five conversations with Scott Christianson concerning the right-of-way improvements during the relocation of the house and issues related to the variance. Ms. Pyburn inquired about the nature of the communication. Ms. Jamison stated that it was all verbal communication. Ms. Pyburn inquired about whether he showed a particular bias toward the project. Ms. Jamison stated that Mr. Christianson supported the preservation of the house but was reluctant to support a precedent for development of a non-conforming lot in the Seacrest neighborhood. Mr. Dorling entered the project file and a copy of his resume into record and presented the item to the Board. Mr. Eliopoulos was present to represent the project. He distributed photographs highlighting the building in situ, its relocation, and its current location on NE 12th Street. He further described in detail the background of the building's relocation. Waiver It was moved by Ms. Jamison, seconded by Ms. Schatz and passed 6-0 to approve a waiver from LDR Section 4.1.4(C) to allow the development of Lot 9, Block 6, Dell Park, for the property at 102 NE 12th Street, the Amelung House, based upon positive findings with respect to LDR Section 2.4.7(B). Certificate of Appropriateness It was moved by Ms. Jamison, seconded by Mr. Miller and passed 6-0 to approve the Certificate of Appropriateness for elevation changes associated with a COA for 102 NE 12th Street, the Amelung House, based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(b-g) and (k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. IV. CERTIFICATES OF APPROPRIATENESS A. Copeland & Bowman Residence, 10 NE 7th Street, Del-Ida Park Historic District, Copeland/Bowman, Owners. -4- HPB Minutes 10/1/03 J Action before the Board: Consider a Certificate of Appropriateness for the installation of storm protection on a non-contributing building, pursuant to LDR Section 2.4.6(J). Mr. Perez inquired if there was any ex parte communication on this project. There was none. Mr. Dorling entered the project file and a copy of his resume into record and presented the item to the Board. Ms. Bowman was present to represent the project. She stated that the color of the house was a very pale yellow and the storm shutters were white to match the color of the window frames. If they were required to paint the material the contractor stated that they would eventually peel. The shutters did come in other colors, however, other colors would not be appropriate for their home. Ms. Schatz asked why there was a concern over the color as the yellow is very pale and it appears as though the tracks are very close to the white window trim. Mr. Dorling stated that the tracks needed to blend with the body of the building so that none of the color of the house was viewed from the right- of-way. If the tracks were close enough to the trim of the same color, then the white would be appropriate. Ms. Bowman stated that the tracks will be as close to the trim as possible. Mr. Perez stated that as long as the tracks blend in with the trim, the white would be acceptable. After much discussion, it was moved by Ms. Jamison, seconded by Ms. Schatz and passed 5-1 (Sexton dissenting) to approve the Certificate of Appropriateness for the installation of accordion shutters, rollup shutters, and removable storm panels on a non-contributing building located at 10 NE 7th Street, based upon positive findings with respect to LDR Section 4.5.1(E)(8)(g) and the Delray Beach Design Guidelines, subject to the following conditions: 1) That the tracks or channels for the accordion shutters, rollup shutters and storm panels are placed as close to the window frame as possible so that the base color of the building does not show through and that the color be white as presented during the meeting. -5- HPB Minutes 10/1/03 2) That the proposed accordion shutters on the first floor of the front façade for the two, paired French doors be changed to removable storm panels. V. DISCUSSION ITEM A. Public Comments: None B. Report from Historic District Representatives: Ms. Jamison inquired about a house the corner of North Swinton and NE 6th Street where the windows are being boarded up and stucco is being applied to the door facing Swinton. Mr. Dorling stated that he would have Ms. Shay look into it. C. Board Members: Ms. Sexton stated that there was a 1925 house for sale in the warehouse area on NE 3rd Avenue that may be available for relocation. D. Staff: Mr. Dorling stated that to date there was nothing submitted for the October 15th meeting and it is likely to be canceled. Ms. Pyburn clarified that Mr. Dorling was correct in going through the Board to address comments made by the public. VI. ADJOURNMENT There being no further business, the Board be adjourned at 7:18 P.M. The information provided herein is the Minutes of the meeting of said body for October 1, 2003, which were formally adopted and approved by the Board on November 19, 2003. If the Minutes that you have received are not completed as indicated above, then this means that these are not the Official Minutes. They will become so after review and approval, which may involve some changes. -6- HPB Minutes 10/1/03 DEL BEACH SIGN IN SHEET alb illir 1993 2001 Regular Historic Preservation Board Meeting of OCTOBERER 1, 2003 PRINT FULL NAME ADDRESS OR ITEM ORGANIZATION ebeCc(1 PeCkOrdo , No SC Q,NvL 't- . ii a c) Cci v1./,.c t' /Cocv. . (IR( J tit- I1 (g-640 0.a AM r OW _ v tr It : x'-' h i cis \T gzorr J _ CrY tutus. -(� ko, � De6tv ,,-,-, ; , b�,r,�1 Ss; ,I-cuni- Cc A - A k y TDo(A)/4 S1 ry /a A) i 7 -fA5-f-re e_f Cl l 5` M11,) -174 VI D De i::".g.,f/Jcii-ic c- 7:).1Q.b510A) ,g(j. ,,h,„fr.,. ,:„.„, (c--- 9 iz eitc: i (4, - f,4_ Li,,,i --,(.(, . .72L.:4.. ,54_,,,..c4.i.,_'' 7 /1„,_,PPc_,,( - `). c-.0 R&E &) ib' i944 et thcfe, MINUTES OF THE HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH DELRAY BEACH, FLORIDA PUBLIC HEARING MEETING DATE: OCTOBER 1, 2003 LOCATION: FIRST FLOOR CONFERENCE ROOM I. CALL TO ORDER The meeting was called to order by the Chairperson at 6:02 P.M. Upon roll call it was determined that a quorum was present. MEMBERS PRESENT: Mary Lou Jamison, Jim Keavney, John Miller, Jr., Randee Schatz, Rhonda Sexton, Francisco Perez- Azua, (Gloria Elliott resigned-no new appointment). MEMBERS ABSENT: None STAFF PRESENT: Paul Dorling, Robert Tefft, Lynne Tuzik, Terrill Pyburn, II. APPROVAL OF MINUTES The Minutes for the Public Hearing/Regular Meeting for September 3, 2003 and September 17, 2003 were before the Board for consideration. Ms. Jamison made a motion to approve the Minutes as written. It was seconded by Ms. Sexton and passed 6-0. III. PUBLIC HEARINGS Mr. Perez read a summary of the Quasi-Judicial Hearing Procedures and swore in all those wishing to speak. A. Sandoway House, 142 South Ocean Boulevard, Individually Listed Historic Property, Michael Kravitt, Authorized Agent. Action Before the Board: Consider a Certificate of Appropriateness and associated Class III Site Plan Modification for a second-story addition to the Sandoway House, construction of a garden shed, and associated variance. Mr. Perez inquired about disclosure of any ex parte communication. Ms. Schatz disclosed for the record that she had hired Michael Kravitt a few years ago as an expert witness. Ms. Pyburn inquired if she had any current cases with Mr. Kravitt. Ms. Schatz stated that she did not. Mr. Dorling entered the project file and a copy of his resume into record and presented the item to the Board. Michael Kravitt was present to represent the project. He stated that the addition would follow the current building footprint atop the rear, one- story portion of the building. The applicant's concern regarding changing the siding was that it would distract from the original house. In order to maintain the integrity of the historic building, he would prefer to keep the same siding. Mr. Perez noted that members of the public were present for comment and asked if there was any public discussion. Henry Foell, 1120 Coconut Row, spoke against the variance. He stated that the building was in violation of LDR 4.3.4(K) already, and stated that it would negatively affect his adjacent property through devaluation. Carolyn Patton, Sandoway House Treasurer, spoke in favor of the Sandoway House addition. The addition would not be expanding beyond the existing footprint of the building which has been in situ since 1936. The addition would be used to house a 10,000 piece shell collection and would not change the usage of the property. Mr. Dorling inquired if there was any evidence that Mr. Foell's property would be de-valued. Nothing was presented to support Mr. Foell's claim. Mr. Kravitt stated that the addition would be placed over what was historically the garage. He further stated that there were no setbacks when the building was constructed. He requested consideration of the variance based on the fact that the addition is facilitating the use of the historic building. David DeFrancesco, representative of the Jardin del Mar Condo Association (south of the Sandoway House) expressed his concern regarding the use of the property. Mr. Perez confirmed that the use will remain the same. Mr. Keavney inquired about the differentiation of building materials. -2- HPB Minutes 10/1/03 Ms. Sexton inquired about changing the window style or light configuration rather than the exterior siding. She further inquired whether the stairway was new. Mr. Kravitt stated that there would be no problem with differentiating the windows. He also stated that the stairwell is currently in place, though the landing at the top of the stairs is proposed. Variance After some discussion, it was moved by Ms. Jamison, seconded by Ms. Sexton and passed 6-0 to approve the variance from LDR Section 4.3.4(K) to reduce the side setback from 10' to 5.3' for a second floor addition to an existing contributing building at the Sandoway Nature Center, based upon positive findings with respect to LDR Section 4.5.1(J). Site Plan It was moved by Ms. Jamison, seconded by Ms. Sexton and passed 6-0 to approve the Certificate of Appropriateness and the associated Class III site plan modification for the Sandoway Nature Center, based on positive findings with respect to Chapter 3 (Performance Standards), and LDR Section 2.4.5(G)(5) (Findings), and the policies of the Comprehensive Plan. Design Elements After some discussion, it was moved by Ms. Jamison, seconded by Ms. Sexton and passed 6-0 to approve the COA for the design elements for Sandoway Nature Center, based on positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a, c, g, h, and j), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following condition: 1) That the windows on the second floor addition have a different configuration than those found on the remainder of the building, subject to administrative approval. B. Amelung House, 102 NE 12th Street, Individually Listed Historic Property, Gary and Toni Eliopoulos, Owners. Action Before the Board: Consider a Certificate of Appropriateness for elevation changes and a waiver request for 102 NE 12th Street, the Amelung House, pursuant to LDR Sections 2.4.6(J) and 4.1.4(C). -3- HPB Minutes 10/1/03 Mr. Perez inquired if there was any ex parte communication on this project. Ms. Jamison stated that she had roughly five conversations with Scott Christianson concerning the right-of-way improvements during the relocation of the house and issues related to the variance. Ms. Pyburn inquired about the nature of the communication. Ms. Jamison stated that it was all verbal communication. Ms. Pyburn inquired about whether he showed a particular bias toward the project. Ms. Jamison stated that Mr. Christianson supported the preservation of the house but was reluctant to support a precedent for development of a non-conforming lot in the Seacrest neighborhood. Mr. Darling entered the project file and a copy of his resume into record and presented the item to the Board. Mr. Eliopoulos was present to represent the project. He distributed photographs highlighting the building in situ, its relocation, and its current location on NE 12th Street. He further described in detail the background of the building's relocation. Waiver It was moved by Ms. Jamison, seconded by Ms. Schatz and passed 6-0 to approve a waiver from LDR Section 4.1.4(C) to allow the development of Lot 9, Block 6, Dell Park, for the property at 102 NE 12th Street, the Amelung House, based upon positive findings with respect to LDR Section 2.4.7(B). Certificate of Appropriateness It was moved by Ms. Jamison, seconded by Mr. Miller and passed 6-0 to approve the Certificate of Appropriateness for elevation changes associated with a COA for 102 NE 12th Street, the Amelung House, based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(b-g) and (k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. IV. CERTIFICATES OF APPROPRIATENESS A. Copeland & Bowman Residence, 10 NE 7th Street, Del-Ida Park Historic District, Copeland/Bowman, Owners. -4- HPB Minutes 10/1/03 Action before the Board: Consider a Certificate of Appropriateness for the installation of storm protection on a non-contributing building, pursuant to LDR Section 2.4.6(J). Mr. Perez inquired if there was any ex parte communication on this project. There was none. Mr. Dorling entered the project file and a copy of his resume into record and presented the item to the Board. Ms. Bowman was present to represent the project. She stated that the color of the house was a very pale yellow and the storm shutters were white to match the color of the window frames. If they were required to paint the material the contractor stated that they would eventually peel. The shutters did come in other colors, however, other colors would not be appropriate for their home. Ms. Schatz asked why there was a concern over the color as the yellow is very pale and it appears as though the tracks are very close to the white window trim. Mr. Dorling stated that the tracks needed to blend with the body of the building so that none of the color of the house was viewed from the right- of-way. If the tracks were close enough to the trim of the same color, then the white would be appropriate. Ms. Bowman stated that the tracks will be as close to the trim as possible. Mr. Perez stated that as long as the tracks blend in with the trim, the white would be acceptable. After much discussion, it was moved by Ms. Jamison, seconded by Ms. Schatz and passed 5-1 (Sexton dissenting) to approve the Certificate of Appropriateness for the installation of accordion shutters, rollup shutters, and removable storm panels on a non-contributing building located at 10 NE 7th Street, based upon positive findings with respect to LDR Section 4.5.1(E)(8)(g) and the Delray Beach Design Guidelines, subject to the following conditions: 1) That the tracks or channels for the accordion shutters, rollup shutters and storm panels are placed as close to the window frame as possible so that the base color of the building does not show through and that the color be white as presented during the meeting. -5- HPB Minutes 10/1/03 2) That the proposed accordion shutters on the first floor of the front façade for the two, paired French doors be changed to removable storm panels. V. DISCUSSION ITEM A. Public Comments: None B. Report from Historic District Representatives: Ms. Jamison inquired about a house the corner of North Swinton and NE 6th Street where the windows are being boarded up and stucco is being applied to the door facing Swinton. Mr. Dorling stated that he would have Ms. Shay look into it. C. Board Members: Ms. Sexton stated that there was a 1925 house for sale in the warehouse area on NE 3rd Avenue that may be available for relocation. D. Staff: Mr. Dorling stated that to date there was nothing submitted for the October 15th meeting and it is likely to be canceled. Ms. Pyburn clarified that Mr. Dorling was correct in going through the Board to address comments made by the public. VI. ADJOURNMENT There being no further business, the Board be adjourned at 7:18 P.M. The information provided herein is the Minutes of the meeting of said body for October 1, 2003, which were formally adopted and approved by the Board on November 19, 2003. If the Minutes that you have received are not completed as indicated above, then this means that these are not the Official Minutes. They will become so after review and approval, which may involve some changes. -6- HPB Minutes 10/1/03 c,,, AGENDA HISTORIC PRESERVATION v -- e= BOARD MEETING l,PgP CITY OF DELRAY BEACH Meeting Date: October 1, 2003 Type of Meeting: Regular Meeting Location: First Floor Conference Room Time: 6:00 P.M. The City shall furnish appropriate auxiliary aids and services where necessary to afford an individual with a disability an equal opportunity to participate in and enjoy the benefits of a service, program, or activity conducted by the City. Please contact Doug Randolph at 243-7127(voice), or 243-7199(TDD), 24 hours prior to the program or activity in order for the City to reasonably accommodate your request. Adaptive listening devices are available for meetings in the Commission Chambers. If a person decides to appeal any decision made by the Historic Preservation Board with respect to any matter considered at this meeting or hearing, such persons will need a record of these proceedings, and for this purpose such persons may need to ensure that a verbatim record of the proceedings is made. Such record includes the testimony and evidence upon which the appeal is to be based. The City does not provide or prepare such record. Two or more City Commissioners maybe in attendance. I. CALL TO ORDER II. APPROVAL OF MINUTES • September 3, 2003 • September 17, 2003 III. PUBLIC HEARING A. Sandoway House, 142 South Ocean Boulevard, Individually Listed Historic Property, Michael Kravitt, Authorized Agent. Consider a Certificate of Appropriateness and associated Class 111 Site Plan Modification for a second-story addition to the Sandoway House, construction of a garden shed, and associated variance. B. Amelung House, 102 NE 12th Street, Individually Listed Historic Property, Gary Eliopoulos, Owner. Consider a Certificate of Appropriateness for elevation changes to a contributing building and recommendation to the City Commission for an associated waiver. IV. CERTIFICATES OF APPROPRIATENESS A. Copeland & Bowman Residence, 10 NE 7th Street, Del-Ida Park Historic District, Copeland/Bowman, Owners. Consider a Certificate of Appropriateness for the installation of storm protection on a non-contributing building. October 1,2003 HPB Meeting Page 2 V. REPORTS AND COMMENTS A. Public Comments B. Reports from Historic District Representatives C. Board Members D. Staff VI. ADJOURN \'\, .C-1(VI_t �� a I Wendy Shay, Histgc Preservati n Planner POSTED ON: September 25,2003 p MINUTES OF THE HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH DELRAY BEACH, FLORIDA PUBLIC HEARING MEETING DATE: SEPTEMBER 3, 2003 LOCATION: FIRST FLOOR CONFERENCE ROOM I. CALL TO ORDER The meeting was called to order by the Chairperson at 6:00 P.M. Upon roll call it was determined that a quorum was present. MEMBERS PRESENT: Mary Lou Jamison, Gloria Elliott, Francisco Perez- Azua, Jim Keavney MEMBERS ABSENT: John Miller, Jr., Randee Schatz, Rhonda Sexton STAFF PRESENT: Wendy Shay, Lynne Tuzik II. APPROVAL OF MINUTES The Minutes for the Public Hearing/Regular Meeting for June 4, 2003, July 16, 2003, and August 6, 2003, were before the Board for consideration. Mr. Perez made a motion to approve all the Minutes as written. It was seconded by Mr. Keavney and passed 4-0. Ms. Jamison suggested moving "Discussion Items" up to allow time for the applicant to arrive. All members of the Board were in favor. III. DISCUSSION ITEMS A. Public Comments: None B. Report from Historic District Representatives: None C. Board Members: Ms. Elliot said she had acquired some historical photographs, plat map, and the guide books of Coral Gables from c. 1925. She said that she would bring them in for the next meeting. Ms. Jamison inquired about the Election of Officers. Ms. Shay stated that it will be on the next agenda. D. Staff: Ms. Shay reported that the Amelung House (102 NE 12th Street) was slated for relocation on September 7, 2003 and that the City Commission mandated that the historic designation would apply only to the lot that the house will occupy (Lot 9) effective September 30, 2003. Review of the elevation changes and waiver for the lot will be heard by the Board during the meeting of October 1, 2003. IV. CERTIFICATES OF APPROPRIATENESS Ms. Jamison read a summary of the Quasi-Judicial Hearing procedures and swore in all those wishing to speak. A. Sol Kitchen, 4 East Atlantic Avenue, Old School Square Historic District, Michael Krupnick, Authorized Agent. Action Before the Board: Consideration of a COA associated with a Class I Site Plan Modification for elevation changes and site improvements on a contributing property. Ms. Jamison inquired if any Board member wished to disclose any ex parte communications on this item. There were none. Ms. Shay entered the project file and a copy of her resume into record and presented the item to the Board. Butch Johnson and Stewart Hall were presented to represent the project. Mr. Johnson stated he had wanted to open up the entire building and worked with staff to develop this proposal. The color will be changed as presented upon approval by the landlord, otherwise it will remain the same color. Mr. Johnson wanted separation between the two businesses on this property and hoped the proposed improvements would compliment the adjacent business and bring visibility to the corner. No public was present for comment. -2- HPB Minutes 9/3/03 Ms. Jamison expressed her concerned with the reduction of the pedestrian areas. She stated that the sidewalks should be easily navigable even with sidewalk cafes/seating. Ms. Shay stated that despite the proposal for additional outdoors seating, there would be ample room for pedestrians. Further, she described in greater detail, the condition to request a darker sash around the windows to obscure the bi-fold features and help retain the look of the storefront windows. After a brief discussion, it was moved by Mr. Perez, seconded by Mr. Keavney, and was passed 4-0 to approve the Certificate of Appropriateness associated with a Class I site plan modification for Sol Kitchen, 4 East Atlantic Avenue, based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(b),(c),(f),(g), and (i), the Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1) That the window frame around the bi-fold windows be painted white and the sash on the windows be a dark metal finish in order to retain the look of the storefront windows. 2) That the reduction of the landscape island be approved by the City Engineer and that the applicant obtains a sidewalk café permit. V. ADJOURNMENT There being no further business, the Board adjourned at 6.35 P. M. The information provided herein is the Minutes of the meeting of said body for September 3, 2003, which were formally adopted and approved by the Board on. October 1, 2003. If the Minutes that you have received are not completed • as indicated above, then this means that these are not the Official Minutes. They will become so after review and approval, which may involve some changes. -3- HPB Minutes 9/3/03 • MINUTES OF THE HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH DELRAY BEACH, FLORIDA PUBLIC HEARING MEETING DATE: SEPTEMBER 17, 2003 LOCATION: FIRST FLOOR CONFERENCE ROOM I. CALL TO ORDER The meeting was called to order by the Chairperson at 6:04 P.M. Upon roll call it was determined that a quorum was present. MEMBERS PRESENT: Mary Lou Jamison, Jim Keavney, John Miller, Jr., Randee Schatz, Gloria Elliott, Rhonda Sexton, (arrived 6:05). MEMBERS ABSENT: Francisco Perez-Azua STAFF PRESENT: Wendy Shay, Lynne Tuzik II. APPROVAL OF MINUTES Ms. Jamison moved to have Election of Officers at the end of the meeting and Ms. Shay requested that item III. B., consideration of a COA for an addition to the Sandoway Nature Center be removed from the agenda. The item requires a variance and will consequently be heard at the following meeting. The motion was seconded by Ms. Sexton. All members of the Board were in favor. The Minutes for the Public Hearing/Regular Meeting for August 20, 2003 were before the Board for consideration. Ms. Sexton made a motion to approve the Minutes as written. It was seconded by Mr. Keavney and passed 6-0. III. CERTIFICATES OF APPROPRIATENESS Ms. Jamison read a summary of the Quasi-Judicial Hearing procedures. She then swore in all those wishing to speak. A. Swinton House, 123 South Swinton Avenue, Old School Square Historic District, Michelle Parparian, Owner. Action Before the Board: Consider a Certificate of Appropriateness and associated Class II Site Plan Modification for conversion of an office to retail. Ms. Jamison asked if there was any ex-parte communication. There was none. Ms. Shay entered the project file and a copy of her resume into record and presented the item to the Board. Ms. Parparian was present to represent the project. Ms. Jamison noted that no members of the public were present for comment. Ms. Elliott inquired about whether patrons would consist of walk-in traffic or by appointment. Ms. Parparian stated that the hair salon would be by appointment and the retail would be walk-in. Mr. Keavney inquired about signage in the alley and expressed his concern about traffic in the alley. Ms. Parparian stated that future signage may be necessary. She further stated that some of the foliage in the alley will be trimmed or removed upon approval from the neighbors so that there would not be a visibility issue in the alley. Ms. Jamison asked if the Board needed to specify the placement of the bike rack. Ms. Shay stated that if the exact location was not specified that it could be contingent upon Staff approval. It was moved by Ms. Sexton, seconded by Mr. Keavney and passed 6-0 to approve the Certificate of Appropriateness and associated Class II site plan modification for the Swinton House, 123 South Swinton Avenue, based upon positive findings with respect to the Land Development Regulations, subject to the following conditions: 1) That the front parking space be limited to owner or employee use and that an "Employee Parking Only" sign is installed which directs patrons and deliveries to the rear parking lot; 2) That a traffic statement be submitted reflecting the conversion from office to retail; 3) That the material for the rear parking lot be noted on the site plan; -2- HPB Minutes 9/17/03 r 4) That the bike rack be relocated according to staff approval; and, 5) That the current right-of-way improvements within South Swinton Avenue and the alley be reflected on the site plan and engineering plan. B. Kemish Office, 131 N. Swinton Avenue, Old School Square Historic District, Roger Cope, Authorized Agent. Action Before the Board: Consider a Certificate of Appropriateness and associated Class I Site Plan Modification for a metal roof, new exterior siding, and casement windows on the front facade. Ms. Shay entered the project file and a copy of her resume into record and presented the item to the Board. Ms. Jamison inquired if there was any ex parte.communication. There was none. Mr. Cope was present to represent the project. He agreed with all the recommendations stated by Ms. Shay regarding the windows and roof. Regarding the exterior siding, Mr. Cope stated that the owners wanted to replace the entire wood siding exterior with hardiplank due to maintenance issues. The owner wished to re-insulate and install hardiplank to match the original profile and board exposure. Ms. Schatz requested to see the sample of hardiboard. She stated that the hardiboard did not resemble wood. She further asked how much of the building would need to be re-sided. Ms. Shay inquired as to why the new siding was necessary. Mr. Cope said a great deal of siding would have to be replaced because of rot, but the applicant did not want to have the building's exterior consisting of half hardy-plank and half wood siding. They therefore wished to replace all of the remaining wood siding with hardiplank based on its life expectancy and maintenance. Mr. Miller stated that there would be no problem with using the hardiplank if the building were not a contributing property. Mr. Cope said that if the Board decided to mandate replacement of the siding in-kind, he would inform the owner of its decision and the owner would follow the Board's mandate. -3- HPB Minutes 9/17/03 Ms. Sexton asked about the request for casement windows and Mr. Cope explained that windows as small as 30" could be ordered and installed. They do not make the casements any smaller than that in two pieces. She further stated that the exterior siding should be wood. Ms. Shay noted that no public was present to comment. Ms. Elliott mentioned that the landscaping was the biggest contribution to wood rot and that reduction of bushes and shrubs would help. Mr. Cope said that would be the entire north side of the building. Ms. Shay noted that the landscaping strips had been reduced along the north elevation during the previous site plan approval. Ms. Jamison said that she was uncertain about the use of hardiplank fro the entire building. Ms. Shay clarified with Mr. Cope that the proposed windows are wood frame and not aluminum as stated in the staff report. After much discussion, it was moved by Mr. Keavney, seconded by Ms. Sexton and passed 6-0 to approve the Certificate of Appropriateness for building elevation changes associated with a Class I site plan modification for 131 North Swinton Avenue, Kemish Office, based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(c) and (g), the Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following conditions: 1) That repairs/replacement of exterior siding be made in-kind using wood matching the profile of the existing clapboard; and, 2) That any new windows installed on the front façade be casement windows to match the light pattern of the windows on the remaining elevations. IV. DISCUSSION ITEM A. Public Comments: None B. Report from Historic District Representatives: None -4- HPB Minutes 9/17/03 C. Board Members: Ms. Jamison inquired about the boundary for the Old School Square District. Ms. Shay confirmed the boundaries and that it excluded Pineapple Grove Way. Ms. Elliott asked if anyone had seen the Palm Beach Post article about transfer of development rights. Ms. Shay stated that she believed that the city would not move towards adopting them as a preservation incentive. D. Staff Ms. Shay welcomed the new members and mentioned that Gary Eliopoulos would be going before the Board of Adjustment on September 18, 2003. Ms. Shay informed the Board that she would not be at the first HPB meeting in October but that Paul Dorling would cover the meeting. Robert Tefft, Planner, would also be in attendance. Ms. Shay explained to the new members about the Florida Trust Conference which is to be held in Delray Beach, May 13-15 2004. Ms. Sexton asked who would be doing the marketing for the meeting. Ms. Shay said that it is all done by the Trust. Ms. Elliott suggested Dr. Paul George as a speaker. Ms. Schatz asked if the Board had an attorney assigned to it. Ms. Shay stated that they are in attendance as needed on a case by case basis. V. ELECTION OF OFFICERS Ms. Jamison called for the election of officers. Ms. Jamison was nominated by Ms. Sexton but declined as she held the position for the last two years. -5- HPB Minutes 9/17/03 Ms. Jamison moved to nominate Francisco Perez for Chairperson. It was seconded by Ms. Sexton. All members of the Board were in favor of the nomination. Ms. Jamison moved to nominate Mr. Keavney for Vice Chairperson. The motion was seconded by Ms. Sexton. All members of the Board were in favor of the nomination. Ms. Schatz volunteered to take the Second Vice Chair. It was moved by Ms. Sexton and seconded by Ms. Jamison. All members of the Board were in favor of the nomination. VI. ADJOURNMENT There being no further business, the Board adjourned at 7:18 P.M. The information provided herein is the Minutes of the meeting of said body for September 17, 2003, which were formally adopted and approved by the Board on October 1, 2003. If the Minutes that you have received are not completed as indicated above, then this means that these are not the Official Minutes. They will become so after review and approval, which may involve some changes. -6- HPB Minutes 9/17/03 UCLRAY'BFAH DELRAY BEACH H`ISTRIC PRESERVATION BOARD illy. MEMORANDUM; STAFF REPORT Fr 1993 - 2UU1 U9J 2001 Agent: All American Shutters Project Name: Copeland/Bowman Residence Location: 10 NE 7th Street ITEM BEFORE THE BOARD The item before the Board is approval of a Certificate of Appropriateness for the installation of storm protection on a non-contributing residence, pursuant to LDR Section 2.4.6(J). BACKGROUND The subject property consists of Lot 22, Block 2, Del-Ida Park subdivision. The property contains a 2,250 sq. ft., two-story, frame vernacular, single family residence and a 290 sq. ft. guest cottage, both of which were constructed in 1999. The property is zoned Single Family Residential (R-1-AA) and is considered a non-contributing building within the Del-Ida Park Historic District. The Board reviewed and approved, with conditions, the construction of a 2,250 sq. ft. single family home and a 290 sq. ft. garage during its meeting of June 17, 1998. The proposal included requests for a variance to reduce the front setback to 25' and side setbacks to seven and a half feet (7.5') and a waiver to reduce the landscape strip between the driveway and the east property line to three feet (3'). Both the variance and waiver were approved as proposed. The project was completed in 1999. The applicant is now before the Board for the installation of storm protection including white, accordion shutters, rollup shutters, and removable storm panels on a non- contributing building. PROJECT=DESCRIPTION LAN ALYSIS Project Description The project involves the installation of storm protection including: white, rollup shutters, white, accordion shutters, and aluminum, storm panels. The majority of the proposed storm protection will consist of accordion shutters which are proposed on the first floor of the residence on each elevation, the side (east) and rear (south) elevations of the second floor, and on the front (north) and side (east and west) elevations of the guest cottage (see attached plan). Accordion shutters fold to the sides of the opening and secure in the middle upon the approach of a storm. A track will be permanently attached Meeting Date: October 1,2003 Agenda Item: IV.A. 10 NE 7th Street,Storm protection Del-Ida Park Page 2 at the top and bottom of the opening to provide fluid motion of the shutters. The shutters are secured at the sides of the opening when not in use. Rollup shutters are only proposed on the second floor (right) window on the front façade (over the oculus window). These shutters will be permanently affixed above the opening and will roll down vertically on a track from a housing mechanism (shutter box). Those windows on the front elevation on the second floor (center and left); all of the second floor, west elevation windows; and the two windows on the first floor on the east elevation will have removable storm panels. The panels consist of imbricated, corrugated aluminum alloy panels that will slide into a track or channel and be bolted to the building upon the approach of a storm. Only the tracks will be permanently affixed to the building. The panels will be stored when not in use. Design Elements LDR Section 4.5.1(E)(8)(g) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. The guidelines are as follows: The Board Shall Consider: (E)(8)(g) All improvement to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility can include but is not limited to: consistency in relation to materials, texture, and color of the facade of a building in association with the predominant material used in surrounding historic sites and structures within the historic district. Delray Beach Design Guidelines The following is a list of recommended treatments with respect to hurricane protection: Window shutters that are removable are preferred. If the tracks are to be installed year-round, they should be painted to match the exterior surface. Accordion or roll-down shutters should only be considered when they are in locations - not visible from the public right-of-way. Analysis While the residence is considered a non-contributing building within the district, installation of storm protection is still visible from the right-of-way and can have a visual impact on the district. As the building is two-story with fenestration on all elevations and many of the windows are difficult to access, it is reasonable for the applicant to request storm protection that requires minimal preparation time and minimal storage. While the proposed rollup shutters and accordion shutters can be easily utilized, they are typically 10 NE 7th Street,Storm protection Del-Ida Park Page 3 not appropriate on the front façade of a residence if viewed from the right-of-way. It is therefore recommended that removable storm panels be utilized for those openings (two, paired French doors) on the front façade as directed by the Delray Beach Design Guidelines rather than the accordion shutters. Those accordion shutters proposed for the remainder of the residence and the guest house cannot be easily viewed from the right-of-way and the tracks will readily blend in with the exterior of the building once painted. Installation of the remaining accordion shutters, once the tracks are painted to match the exterior, can therefore be supported. The proposed rollup shutters for the oculus window on the front façade, second floor is considered an unconventional shape that presents a challenge when considering storm protection options. As the window is difficult to gain access to, the shape can accommodate few alternatives, and since the window is somewhat camouflaged by the property's landscaping, installation of the roll up window can be supported for that particular window. As all of the storm protection options require some type of tracks or channels for installation, the tracks should be painted to match the exterior of the house in order to conceal their location when the shutters/panels are not in use. This has been added as a condition of approval. Based on the analysis above, positive findings with respect to LDR 4.5.1(E)(8)(g) and the Delray Beach Design Guidelines can be made for the installation of the proposed storm protection once the conditions, as stated above, are addressed. REGOMMENDATiON Approve the Certificate of Appropriateness for the installation of accordion shutters, rollup shutters, and removable storm panels on a non-contributing building located at 10 NE 7th Street, based upon positive findings with respect to LDR Section 4.5.1(E)(8)(g) and the Delray Beach Design Guidelines, subject to the following conditions: 1) That the tracks or channels for the accordion shutters, rollup shutters and storm panels are painted to match the exterior of the building; and, 2) That the proposed accordion shutters on the first floor of the front façade for the two, paired French doors be changed to removable storm panels. Attachments: Shutter plan, Specs Report Prepared by: Wendy Shay, Historic Preservation Planner REAR 6 L CGUEST HOUSE 2 9 7 10 1 11 - - FRONT 12 2ND FLOOR 13317�7 13 31 Mil 7 „TN 5 4 14 3 COPELAND RESIDENCE 15 NE 7TH STREET � 1 2 1 FRONT 418ROLLUP SHUTTER *9 810-22 GAUGE PANELS REMOVABLE 41.8,11-15 ACCORDION SHUTTERS tt1,2,3 GUEST HOUSE-ACCORDIONS �.. . 1...� .r, ,.,��,� .,..,.-.r..-,,.,� ��.., ���nn�a.rnr nr•rn rnn, irr rrn • rm'7 11111 �ISTD 7 7 _ 77y0• 0ID60• e +•••e1w1,..y \ // 0.150' 70 STUD Jf �,e"'m.• 1 H IMF . .135o•I �uea•y j g o�s 110.110111,. c olor. • vs. 4 w+..,.. \I \ I/ ��jj '/ �-`�` Rmm. oma<• C L�y 3'.DJ•a ot3a ' I I I I g 0IDy<• q " �T._ _..T� 1 ®.mow m•4 rw.w • • I-1 L510' _IS60•{�--I LSiO'- - u�'LI 'n p 0084• a <• �� , r- 6 OJ30' in OM. g 1 1 T I 11I1 Inl „Ts. �7ID63• in OIDbt' ..�T J D300•PANEL COVERAGE 10063' 0063' �T • '1 , - I I 1 1 r a • • HOTS'PANEL L@JC TH 1 ^-••0ID67 0315'J �0D67• , JI. �� Lac1 7ID --1 4.; o�o•J {-3 •-1 - II otY�P:� 13IDmo•j. 11•READER I_L'DO,' • .O• O V'READER 03&11LD•OUT V'HEADER O AI.16L J-PA,!CLOSIEL a38O•MAX -�-{f, ® O STUD ANGLE -• 0368'"-� �T'3',"M,y. 03T6' II 03CS• 03p' . IG-70 SIDEWALK OR 0J78'_II I I Oi59' �('O.<57• 0316' � 0A57' 11-1 YL.GIIMACHINE soLT EIa®torswrt. L r Pill__ I I�OtyS' 0190• I I f OiSy' War IaS300• a_ }_r, E 7A•OZ.TrP. n' �{•1 7.....-1---777---JJ_LJJ L ova•• O3�'m. {� - J3!• �/ Q tl1 ,1 ir. ."'. .'''CnliT P IFLr —r , ,� Mr � r In�OD50 B o P ' oIDaa• DWECTICN 'f. y,� } T---�'u��J •f 17.01 • r—►—TYI r�QA�ao — �,�,�����[-t-� oca5'J-I 1-ezx• — =J m aA.,cAP V,STEEL TT. 1•-3IDOCLOA:'JO -- F-J-n OLIO' RODS' 0J08•, W LL ' DENT RATE at ©'3111.D-SIT'T.tRACJC T+•TRACE P• law .z W X " tl' 3iO'AOa•606a-T6 0 a '�-TRkK 9'C'TRAOC aualaERED uElLsr.Jr • z F.LL U A[Ax A,A-+,.• O O ®lzAMAc 3 ALLaT3 • O x>rT10L�E Z 004 Qa U. b��y(( • • GVAE.Ar war1 •• OVERLAP WAI-I. C.7 j J R•a-m g i •TTax A CORNER CLOSURE DETAIL .r OtbT►YL CRIpCTC �•a•TWC. DWAN CR DISTANCE TO CULD•Gt)r z N Z Q�+ Q O • • ,',� ILDOID FRMtG C1• rxtr O 0^DaSTNa E. ) 7 yN7.LPe ..K ORgQSACO PRAMS Ng • • �•L•1yK OWALL MOLNT CLOSURE DETAIL 1ST''•COERETE HOLLOa E STTNI DAY WIND= N.T,S- , acuT DRUM. ":'1.'•;:. ANa10R 66lOILE EAem GN CLO w • MIT Q Ain A • A1Jri.ANGLE CR J-PAN • ir. Damn• CDICSbTe PrCR',(OETALB • HOCL[II BLOOD OR <,4A ADOVE] CLOSURE PIECE MEE I` 1111.1 I.70D Rl41ar Lae• DETAILS i.AA AD WU V 11•70 eiDl,..,r oR • %�'\ .�. MAx.-"1 FASTENER•.le'OL FOR DEMON LOADS LE661HAN- QntD Z MACI6q'e mewl.• • - •::1:.'. 1: .. X./ ae EaLLL To 77 PN'..U.oG FOR DOWN .ii� - '�' ��•O • _ • • LDADa afQATER V`Ta CO F•eF(LEII ANG110R\-2 a ....E FOR ANY ACCEPTABLE MOTOR] J+ '-PASTEL-It.b'OG FOR �',����'• Q b al aALV,STEEL \, 4' (� N ' •I. DE81(Jl R•DS FOR OR •oAI Wcoif Ra7E Ge r x. <•MAX EauL TOT3 re,1•o•oLrefE DUILD-OUT T ICUYT aoa[I�DL rA< ►j. 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STORM PNEcLS SHN.L 7. 77 GALY,E STEEL T[.om::: W•1 LQn W C0.ID EEIN O.GHEIi® j CON•oR1RYA TO ADTM K55,STISJGTRAL C1d1JTY•G60 t A'VM1177II7 � In IL, N P • � 3( aCOATA Py-86ID Iu4TO DE i06) Q�� N:IE. - OVaLAP6.MOSPYI Sochi TTR L� T-b ALU•ISL•1 ALLOY,llll0.yE µ• ATE 1 ' H neov! , y a [.F'RODU t MAR*5 SHALL CfC APPROX-1ATELY LT'Qf CPIt ETID •� U) N 111111 ' +r lw � � .r•--111, 7 CP T A OF Rt+T'W3@i5 PER PANCL.I END SHALL Ce V. MT Wan, •71 NIERIGNI SHURERS.ING: 11 dp• y ip . . ¢S, tlEbT PALM DEACLL PL_ ni33`p i T� 6- ALL DOI.T8 111011-D�WABFFJ.S SHALL EE ZINC CRATED IgD.OR • L H MOW STAIN ESS 8TE11 WITH A EIN T77•I TENSILE BTIE*TH OF.bo km. b.ALL DETAILS AID SF'KPIC T1CN8 SHOVN IEI�•I REPRESENT RID$b' LTIE PRODUCTS TESTED PCR P ACT.CY41C.U IFOR1 STATIC AIR�/ _- \ 1111;%.4,1,-rri.' j ' • TAS 78ELli 0 1 WI I CONSTRUCTION TESTNG CORP..TTESTb DESCRIPTIOREVIN DATE . 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Than: IGI,v(rtN ANCHOR CDNN TYPE, CONN TYPE CONS=.% ...1' w Grade On) Grade(In) 30 it'•r ir-0' E a LOAD CI C2"C3 C4 CS CI C2 C3. C4 C5 C7 C2 "`_"_a_t M 6'-0' 275 1.20 35 10-4' 11'•8" Cl2 1/4'x1 PCEMBED 49 125 125 12.5 125 125 125 125 123 125 17-5 12.5 12.5 12.5 125 12.5 """•� 30 B'A' 275 1.60 40 9'•8' 11'-r 6LC07APCON 62• 123 125 125 725 125 123 12.5 125 123 123 125 12.5 123 12.5 125 12-0' • 299 299 _ 45 9'-1` 10'-10" nom=PSCO2 72 12.5 125 12.5 12.5 12.5 12.5 12-5 17-3 125 12-5 12.5 125 173 125 125 7-0" 275 '120 . 49 8'-9' 10'-7' Tap Oh)•4e3 92 125 12.5 12.5 123 125 12 5 12.5 123 12.5 12.5 12 5 12 5 125 125 125 '•'''''•`•` 40 8'-8' 275 1,79 S5 T-W • 100''.8 Vao 66).475 150 12.5 12.5 125 12.5 12.5 12.5 125 125 123 125 125 125 12.5 125 123 Ira 3.64 3.64 1/4'x77SEBBED 49 125 125 125 125 125 125 125 125 125 123 12.5 12,5 12.5 125 125 • JL 2 2 2002 2.0 275 384 60 T-3' 10'-1- PAWL CAU4IN • 62 125 125 125 12.5 125 123 125 125 12 5 12.5 12.5 12.5 125 125 12.5 _ 50 8'-0" 275 1.353 82 T-E 9'-117 w p.6N20Go PSI coNC)' 72 12.5 123 125 125 123 125 125 125.12.5 12.5 125 125 125 125 125 1r-0' 4.33 4.01 • 75 6•-3" 9•-9' Top(b)•465 92 12 5 125 125 125 125 125 12.5 125 12.5 12 5 125 123 125 123 123 • 2 275 1.39 72 6'-r 9'-P v Vao 661.433 150 123 125 125 125 125 12.5 122 125 12.5 125 125 125 125 12.5 125 ' • so 8'A' 275 1.39 75 S-T 9'•S 2 1I4•4718'EMBED 49 125 125 12.5 125 17-5 12 5 125 125 12.5 12.5 12.5 12.5 12 5 12.5 125 .,,._'I: 12-0- 4,98 4.96 W S.5- 5_7' V ALL-0O1NT35000SET 62 125,123 125 125 123 123 123 125 /23 !25 725 123 123 125 123 .147v m l6i 6'-0- 275 1.49 W'9' MACK SCREW ANCHOR 72 125 12 5,125 123 125 125 123 125 125 12 5 123 12.5 125 125 125 6 Il!90 4'-10' T-11' Tap OW•428' 92 125 125 125 125 125.12 5 12-5 125 125 123 123 125 12.5 125 12,5 /y�Z t5 cM T U 7$• 7 70 0'-S 275 243 92 4•.9' T-9' Vaal Ob)•429 150 12512512512512.5 125 125 125 12.5 125 125 125 125 12.5 .125 . IL- ZJ., _ . 12-0"•_ 5.66 , 5.66 _ 100 4*-4" T-17 ' 174•x2 EMBED 49 123 12.5 125 125 125 125 125 125 12.5 12.5 12.5 12.5 12.5 12.5 125 QZ- W IL,N Q' 110 7-11• 8'-S ELCOPANELIMTE 62 125 115 125 12.5 125 12.5 125 12S 12.5 1ZJ 125 12.5 125 12.5,125 • 120 3'-r 5'-11' • pAN 3350 Pal CONC) 72 125 125 125 125 123 125 125 125 125 12-5 12.5 12.5 125 12.5 12.5 (ZJ iii 130 3--4' 5"-5' • Tap(Ib)•603 92 12.5 125 125 125 125 125 17_5 12.5 12.5 12.5 125 12.5 125 12.5 125 m lh _.f'a. 27. , 140 3'-1' 0-1' . Vac,Ob).400 150 125 125 125 125 125 125 125 125 125 125 125 12.5 125 12.5 125 �F a.O 7_ >. 150 2-11' 4•-9' ' ' �j . 1E0 r-0' 4'-5' 1N'x1174-W8ED 49 125 10.9 10.0 125 125 125 7.8 69 9.4 47 12.5 7.5 6.8 9.3 6.9 . N Z Q`I. ..1• 170 7-6' 4'.2' 3.COTAPCON 62 12.5 8.6 7.9 10.7 9.9 125 7.3 6.7 $1 $4 125 7.3 8.7 9.1 8.8 . • 180 r-S 3'-11• • 72 123 7.4 0.8 9.3 83 123 7,3 6.7 9.1 44 12.5 7.3 6.7 9.7 6.8 Y ._�, U. • 190 2-3' 3'-9' d Tap(b)•218 92 123 7.3 8.7 9.1 $4 122 7.3 87' 9.1 8.4 125 7.3 8.7 9.1 8.8 IIILLL `7 .0 ig 200 r-r 7-8• $ Vas(Ib).398 150 125 7.3 6.7 9.1. 8.4 125 7.3 8.7 9.1 8.4 125 7.3 6.7 9.1. $8 �V Y m m PAOVmE K•HOl.E6 N .�.1I4'x7/8'EMBED 49 12311.0 10,1 125 120 125 7.6 7.0 9.383 125 7.5 69 9.4 $Z ADAACFNIT PANEI-y TD 111'CEIVQ 4•M4GIOC i RAWLCALWN 62 12.5 8.7 40 10.8 95 125 7.4 8.8 9-28.0 125 7.4 $8 9.2 8.0 BOLL OR 72 115 7.5 6.9 93 8.1 123 7.4 8.8•91 8.0 123 7.4 6.8 9 2 40 •rues1.8 0.,OVER lap Ob).220 92 12.5 7.4 6.8 92 8.08 0 125 7.4 8- 9 2 40 12.5.7.4 6.6 91 40 EACH AD.1AcaNT PANEL '19 WAS Ob)•335• 150 12.5 7,4 6.8 92 40.125 7.4 6.8 92 8.0 12.5 7.4 8.8 92 8.0 AND PA61LN N6NIPJ Oil m 114•x718'IMBED 49 125 125 123 125 123 123 123 123 125•125 12.5 125 12.5'12.5 123 z FROM THEE OaloC. ALLPOI rre scuDSET 62 12 5 12.5 125 125•.123 125 12 5 125 12,5 125 125 012.5 125 12.5 125 / IV taa>HNLLR•PAsitaED UAOL SCREW ANCHOR 72 125 125 12 5 125 125 125 125 125 12.5 125 125 125 12.5 12.5 12.5 t15DOL Mo HAInuND4.LE ANCI-TOR NOTES: o v®�mi-z49 ts�9 ins i25 1252.5 ii5 iz�5 iz�s iu i2us tis its iz s its tis its 125 rn J V4-Texr 1I4'xI1!4•QA9ED 49 125 125 122 125 11.7 12.5 92 8.4 11.4 8.1 12.5 9.1 •$3 11.3 8.0 W 81DE74L7_' l SPANS AND LOADS'.,1•NoeN HERE A72£ O CR M14O18E FORAi I�E 1dt4�G�O�R SPANS FCR ONLY. 2��PANE'LAN17E 72 123 9.0 8.3 11.2 8.0 12.5 49 8.1 11.1 7.H 123 8.9 8.1 11.1 7.8 - U. z Q xm ODLT T'1•) SPEL'FiC LOADS MIST BE LFIfl737 TO nap Ob).265 92 125 8.9 6.1 11.1'7.8 125 89 8.1 11.1 7.8 12.5 8.9 8.1 11.1 7.8 ' = := . Q 1. ENTER AND--0R So1EDt1LE BASED cN Vao(lb)•237 730 725 89 41 11.1 7.8 125 8.9 8.1 77.1 T.8 12.5 8.9 8.1 11.1 7.6 u '�{'/' •.*.. T1E TING STRUCTURE MATERIAL N Z Q IL N1Cti1OR TYPE AND EDGE DISTANCE. TMx13N'@ABED 49 12.5 12.5 125 125 8,8 125 12_5 11.9 125 6.1 125 12.5 11.7 125 $0 -7' • ...-.2... s¢Ecr DFSNGN LOAD;RE.tTFJ¢THAN OR LAG Eyt 82 125 125 125 125 7.0 12.5 123 11.5 125 i9 123 125 17.5 12.5 i9 iT. �LT Q THIS PETAL DEPICTS TL6 EG0.Le1,TO NEGATIVE DESIGN LARD QNZ IVJV W Q �+II:C'UCN OF THE LIST S14JTTER AND SELECT SPAN GREATER THAN 72 125 123 11.7 125 6.0 12.5 125 11.5 12.5 i9 12.5;125 11.5 12.5 5.9 "Ct• V I- PANEL 13 AN CP04111 W ' OR EOUAL TO SIAITTER EPAN - Tap Ob)•497 92 12.5 12.5 11.5 125 49 12-5 12.5 11.5 125 5.9 12.5 12.5 11.5 12.5 5.9 V N P.eJILa►BTALL,Ep RCN 3. 8a;•I.O10 54.8 SECTIQI DETAILS FOR MOUNITG DETAILS p�INSIDE.RD1ERENcE iDENnr4CA.T1ca•1 CF C474ECTIOrt TYPE, Vaotlb)•153 150 1251Z5 11.5 125 5.9 12.3.123 11.5 125 i9 125 123 11.5 125 5.9 �/ J '�,Qrct TOP I Borlo'I MOUNTING ......4 --_� 4. DtISTNG STRUCTURE MAT BE 7718•%SIS"EMBED 49 125 8.7 40 10.9 $B 12.5 BA 5.5 7.5 4.7 125 6.0•5.5 7.4 4.8 (L Q W W CC/EJECTIONS. CO'7C✓ENE.NOtlOU BLOCK OR WOOD BRASS BUSHING i 62 ?25 49 6.3 6.8. i3.125 5.8 3.4 73 4.5 123 5.8 5.4 7.3 4.5 - E..�.� .. N.W FRA NN REFERENCE AN310R SCHEDULE .' DADS SCREW . 72 125 5.9 5.4 7.4 4.8 125 5.8 5.4 7.3 4.5 12.5 5.8 5.4 7.3 4.5 'Q - I- FOR PROPEL¢A71 BASED Tao Raj•174 92 125 5.8 5.4 7.3 4.5125 SA 5.4 7.3 4.5125 5.8 5.4 7.3 4.5 I••' N to Tt'PE OP D(197PY.,TR STRUCTURE. D S. 4NCHOI05 SHALL BE INSTALLED N 5 Vao OH)•158.4 150 123 i8 5.44 7.3 4.5125 5.8 5.4 7.3 4.5 12-5 5.8 5.4 7.3 4.5 --IHA )].I O ACCORDANcE� WITH h1ANFACTiIRE.Q.S' p 154 x 1 3/4-EMBED 49 125 123 725 125 105 12.5 9.3 6.4 11.5 7.3 123 9.1. ${ 11.4 73 _I b• e.FIERE EASTi45.3T12)CTURE IS ELCOTAPCON 62 125 10.6 9.7 125 8,3 125 85 8.2 11_2 7.0 12.5 8.0 8.2 11.2 7.0 Q B. 0 'TE OR HOLLOU CR4CRETE BLOTJC 72 123 9.1 83 •11.3 72 125 9.082 11.2 7.0 125 9.0 8.2 11.2 7.0 ' MNPixY EDGE DCTANCE SMALL BE 2I' Tap(ib)•287 92 125 9.0 6211.2 7.0 125 9.0 8.2 11_2 7.0 125 9.0 8.2 11.2 TA MG1M L FT. F t u ALL ANCHORS. 57Fa1C1UFa:n BpOp V�(ID)•In 150 _12.5 9.0 8.211.2 7.0 32 5 9.0 8.2 11.2 7.0 125 9.0 8.2 112 7.0 • 1/4'x 1314-EMBED 49(AS I�oTTPE D) • PO4)19y p68Ti+G cu10(71 45 MAT,VARt,. 125 12-512.5125 125 12.5125 12.5125 12.5 12-5 125 12.5 12.5 125 t3C0 PANEI LATE 62 12.5 12.5 125 125 12.5 125 115 125 12.5 125 123 12.5 125 125 12.5 FIELD VERIFY THAT FASTENERS ARE INTO ADE0 418 BOCCIFFiNMEMBERS,MEMBERS,NOT 72 12.5 125 123 125 125 123 125 125 125 12312.5 125 125 125 12.5 REVISIONS • W PL11000D. FASTENING TO PLYWOODIS Tap(61)•658 92 125 125 123 125 12.5 123 125 125 12.5 125 125 125 125 125 125 DBS Or1UPTIOII DATE 'ACCEPTABLE CHLY FOR 51DE CLOSURE Vao OM•266 150 115 125 125 125 125 125 125 125 125 125 125 125 125 125 125 • 8. WERE LAG SCRIMS FASTEN TO NARROW PACE R+STUD FRAMING,FASTENER SHAH BE LOCATED N CENTER OP NOMINAL 3'X 4'MN)9 000 STUD P.E.FTIRF DISTANCE IS ACCEPTABLE Appnwad Saari with t09. [II) FOR HOOD FR.A11NDA WOOD STUD BNAU.BE•SOUTHERN PRE'G•4735 OR GREATER DENE4T T.O OPT10Y1AL R1TE72UOR FASTENIG DETAIL fL•CMETRICJO LAG SCRE7U SHALL HAVE PH1WP3 P.4N HEAP OR IEX 1840. ` ,Florida 0 5" Cade NTS, S. MAGNNE SC,P us St1ALL WAVE MNCuy OF y'FNG.GEMBIT CF./NW-ADS N BASE ANCHOR Daft'Win(ixt 221 2:a02 ,sy1Lt1 AND MAY WAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(SIDF0IAI K BOLT)DNO. NOM O�"nid9c9 •O i t I0. MINIMUM EMBEDMENT AND EDGE DISTANCE Ddr1UDES STUCCO OR OTHER MALL FNL51•E3. Waal Dade PTdxl Caatl01 B 1.4 a ®DESIGNATES ANC140FE CONDT17CN5 W-0C34 ARE NOT ACCEPTABLE USES. �L $ SNE• 1: •• 3 OF 3 e 2.874" 2.782" n3 • - 3.874" .11,5-_-{f 1f 1.994" HESE A NOTES" .0684 1.825" ' 1. THESE ACCORDION SHUTTER SYSTEMS ARE DESIGNED IN 1.825" / o ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. ' .997" 1.BZ5" 0 115" 1. 5" 143' 0 MIAMI-DAOE COUNmiSe TY 1994 EDITION. n .100'�� 1.708" 100" 14o 3068"-,ii .r,(+143" .143" n ,100",� 1,708" 100" 2• P(ISITIVE ANO NEGATIVE DESIGN PRESSURE CALCULATIONS 96" m 11 �,[143' -� SMALL BE PERFORMED FOR SPECIFIC JOBS IN ACCORDANCE m �4 • 717 143 1. '096" WITH ASCE 7-88"MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES".TABLES SHALL BE REFERENCED o m .195" om^• IM AT APPROPRIATE DESIGN LOA05. u.195" N17 062' I in 3. ALL EXTRUSIONS SHOWN SHALL BE 6063-T6 ALUMINUM Z4 •P 4 3 : 195" pp 62 .095'• .062' _J ALLOY,UO.N.,WITH q MINIMUM Fy OF 30.125 K.5.1, :- y W .062 4.EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY F CS 971 LABELED AT THE BOTTOM ENO OF THE LOCKING CENTERMATE yi K .200" ,6 2'.630' .200" I^ OR SLAT AS FOLLOWS: wr- .Ofi2" 30" 62" .200" .062" m j [fJj6L0i ' 062"- •30"' / /r-.095" 1.2502.822••971" .971'• MUMFOADE CDU�Ni�'FPROOUCi ¢0 3 1 .095-+{ .971" CONTROL APPROVED V d ` 1.250" 1.200" / / 1.250' 1.200" 5. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL 0• Q 3.745" / 3.fi10" / WITH A MINIMUM TENSILE STRENGTH OF 60 K.5.1. U.O.N. h•• 4.745" POP RIVETS SHALL BE 1/4"0 OR 3/16"0.5052 ALUM.ALLOY. Hs $qQ••` 6, ACONSISTING OF THUMBSC THUMBSCREW O SHALL HAVER PUSHKING LOCK AT CENTER ER a"' E O W 1 WALL HEADER(6a ONLY) WALL HEADER HEADER O BUILD OUT WALL HEADER(6.8 ONLY) OR SIDE CLOSURE. W 6 SCALE.HALF SIZE 2 SCALE:HALF SIZE. O SCALE:HALF SIZE SCALE:HALF SIZE '6u �r' 6 m 7. THE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT g _Fy - THE PRODUCTS TESTED FOR IMPACT CYCLIC AND UNIFORM x,f, R. • R9 • 4.596" 4,596'• STATIC AIR PRESSURE IN CONFORMANCE W/MIAMI-DADE V 2.655" / / COUNTY PROTOCOLS PA 201,202,AND 203. j= U Z 79 " 4.190" / 2.298" 8. DESIGN IS BASED ON CONSTRUCTION TESTING CORPORATION Wj p .258" MARK .219"� HR ID. (CTC•1 TEST REPORTS No.98-050 8 No.00-013. N> >..x�"I x¢ .SBB o .03OR MARK .219" 9. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS w•• t"a 3 .600 484" o .0618" .0618'• FIELD CONDITIONS REOUIR E. Zz a P ry t0.LOCAATIOLOOR N5 USE REMOKS MAY VABLE ANCHORS SUCH AS POLE AT WERS KING Yu fi• CALK-IN ANCHORS. : r400" 90• 7a TYP.HR SLAT 8a ALT.HR SLAT 11.THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE U o SCALE:HALF SIZE SCALE:HALF SIZE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED L❑+. v c 105" LOADS ANO TO VERIFY ALL DIMENSIONS AT THE JOB SITE •1 • L 510" BEFORE COMMENCING WITH THE WORK. aC•1,y TYP. • ^ 12.ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR {4U Y1.• I TySP•. �. 1.230 4.140�•- ACCORDION SHUTTER SYSTEMS,U.O.N. �[ y igE'_ AI' 4.102" S I II I 875" 3.635" r { 13.THE HR ACCORDION SHUTTER SLAT HA A BULGE CENTER Y+ X 2.300" 1,14_250., .25B" ,297 I 227"I OF SLAT TO DISTINGUISH IT FROM SrHE 6.6 A�COROION. 4.510" fl .030R .054" - i.054" SHUTTER SLAT. �� 16 N �80 OBASE SILL. O BASE TRACK. Oj TYP.6.8 SLAT O8 )ALT.6.8 SLAT �¢ fir - SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE Wq , f / 1.5 W o //.250"TYP 060" c' 1.950" YLON WASHER „ I 1.110" IL 1.750" I. I' / 4 Q 307" -+`c28P!'. (NYLON BUSHING L�11 7.00"MAX. I 1.048" 4 4 - OPTIONAL) * >r �' •• HR STARTER ASSEMBLY STEEL .. m `� r-VJ.KN a a.. • ASSEMBLY ' O ANGLE MRONLY) {I SCALE:HALF SIZE 3200 HOLE 6 1 0�- q1 FL-LI• NO: 9a Ic c. (` m m ? f •,gp 4 x 2-3/C" Eet SCALE:3"a 1'-0" E.200"MIN. m' I - ' .r oI2 = o 410 H7 S.S;SCREW 0 '... 30.225• .314•• m �°: II'l �.\� ��Iwa 9r' PE�r r r983 IN m W/A JS500 I 1 325" NYLON -1 PLATING ITYP. NI 7 YP .06• .04150R�� .050'• `J II WHEEL I - 1 i .120•- TOP b BOTTOMI A 1 I L�� ;100'• .240" ^ 1,• 11 �.0 2" 1750„I NYLON BUSHING W/WASHER: $_100� 3.444" �.069" TIP.AT'EVERY OTHER #' k 7/16"0 x 1/2"INTERIOR INTERIOR JOINTJOINT' BOTTOM TOP �. 5.00"MAX. 1, - INSIDE JOINT AT TOP. 0., E7/16"1,ITHER C 1"CD BOTTOM EITHER CAN BE USED ON EXTERIOR p f ANGLE(6.8ONLY) ,3.:i: 910 MALE I FEMALE LOCK(6.8ONLY) 11 6.8 STARTER 12 ROLLER ASSEMBLY 13 BRASS PUSH LOCK 1q BUSHING ASSEMBLY DETAIL n aq r qq • SCALE:3"a 1'-0" SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE- SCALE:HALF SIZE SCALE:HALF SIZE _,q 8 d a,, 2.702" 2.642" - .3750 c_ d tl a• O 1125" Minn SCREW THUMB +32 Y SCREW "S 1125... �` 'll''11 I:b ��i'rlf Xii III 1 t.100" T.,o o.. m APFROVEDAS COMPLYNG WITH THE o if-- ;., ca SOUTHFLORIDABOLDINGCODE _2aVARIES - o I .190" .250" N 11 ir.w / .250" .125VFOR 6.8 AND HR WHERE LOCK PINS ARE USED, \ �� .n �' - --- 1DSN i1' ,roJ1a'•""er, THEY ARE ENGAGED IN THE STACKED POSITION �O R US�W I T H BUILDING CODE COMPLIANCE OFFICE AND ARE NOT REQ•D IN THE CLOSED POSTRON. .1255(i� L125" (a••�o"�y 1r."..:,.�e1{ 190" .125" I' 6 ANO 1 ONLY ACCEPTANCE NO.O1-OCIIO.0% .,�11a"a, 1 15 ALUMINUM OR PVC LOCK PIN(NOT REQUIRED) 16 CENTER MATE 1 17 CENTER MATE 2 18 SLIDE ROD 01-861 SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE SCALE:HALF SIZE I sheep 1 of 11 01-861-1•1wg 8-13-01 12:30:10 pm EST • 6_43 ACCORDION SHUTTER NOT APPLICABLE TO HR ACCO ROI ON SHUTTERal • FASTENER @ 18"O.C. EXISTING GLASS imilli (USE ANY ANCHOR SHOWN 1-1/2" IN ANCHOR SCHEDULE). - MIN. EXISTING GLASS IG gm_ _______.._ z„,,, 4 F.4, i W ~am ALT.DIRECTION ~�m W d qq�$ W Si <�F OF ANGLE �I/ SILL •£ct < - '- tl e _ J7 a E w lia u NMI ��_— ���� MIN.0. 93"ANGLE THICK 6(ANGLE L .I- y '^ , �� I� � ALUM.ANGLE 1"x 1"MIN, �� v r' — U! C R j— TO 2"x S"MAX. LEG --,R =— ! ON e y• MAY BE REVERSED) v u �� ��_-4.,-- FASTENER @ 18"O.C. 0 W07 0 O IN ANCHOR SCHEDULE).(USE ANY ANCHOR SHOWN Mr. 0/y 0 �i 0 �r ear... Ei st k12.x 1/2"GALVANIZED 0 ® �' SW OR S.S.5M5,3/16"0 ALUM. TO' 8. 1/4-20 THUMBSCREW Uu 6 1/4-20 THUMBSCREW INTO POP.RIVET,OR 1/4-20 .BOTTOM INTO CENTERMATES 1/3 _ THREADED HOLE.LOCATED @ MACHINE BOLT 8 NUT w °F u 1/3 SPAN TO 2/3 SPAN FROM @ 18"O.C. TO 2/3 SHUTTER SPAN NN a TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR BLADES MULTIPLE SHUTTER ASSEMBLY z ¢¢ SCALE:3"=1'-0" 5 8'-3":.USE TWO THUMBSCREWS o $ ' b ON BLADES>8'-3",ONE @ 1/3 SPAN SCALE:3"=1'-0" Yv - IN/ 1/11Mffimmi 2 FASTENERS 2"x 2"x 1/8"ALUM. AND ONE AT 2/3 SPAN FROM BOTTOM EACH ANGLE TUBE 6063-TE ALLOY OF BLADE,TYPICAL.FOR LOCKING -i/2 FASTENER @ 18"O.C. 1-1/2 _ _ CM.' .e ^] SHUTTERS,A BRASS PUSH LOCK (USE ANY ANCHOR SHOWN i� IN ANCHOR SCHEDULE). n 1"x 2"x 1/8"OR - MAY BE SUBSTITUTED � �„` �G°e14 2"x 2"x 1/8" -. ALUM.ANGLEnu H4I€; �- .� --�� ® �' �N e _._.r_ STARTER 11 CICATION MUST BE ADJUSTED D P Ir TO .0 v RIVET OR#1ALUM.POP �� ! 161n -is RIVET ORit12.SMS �II~^ AND COMPLETE INTERLOCKING OF ADJACENT II BLADES. i A O �I � �3/16"b ALUM.POP _ sr.L� 2„x 2„x - - mr�.0 Mp t It RIVET OR“12 SMS VARIES-NO LIMIT .890"6063 T6 Z NR WR•�, 0 v II ii i @ 1B"O.C.(TYP.I SECTION► ALUM.TUBE TYP. Z<Q m — Q TYPICAL 6.8 BLADE(MAY TOP TRACK =Q r'- "J";:(;{•- z"x s"x 1/8" a o w .. USE MALE OR FEMALE LOCK-SLAT) I�x CONTINUOUS 1n" II .V.1 PLAN ALUMINUM ANGLE 101 .°• O I - VIEW OPTIONAL ANGLE �� Z II ORIENTATION TYP. II 0 Fi 4•63: 3/16"�ALUM.POP - RIVET OR 012 SMS a, �T!_) ®®ICI■. @.18"O.C.YTYP. M� PE�q q e 3/16"41 ALUM.POP w.W-I l�^'--\ .®— • J LO0/ 60 x 2"x 1/8" 1' RIVET"D.C.it12 SMS DI- it _`�� —® 6063-T6AWM.TUBE �I.� CO 18" . (TYP.) >Q I- fillri 1"x 2"x.093" I 2 FASTENERS N w 6063 T6 ALUM L N 0 ANGLE,TYP.. 11 EACH ANGLE X.-. 012 x 1/2"GALVANIZED 0 34. y N Ix THREE 3/16"0 ALUM. a - OR S E.SMS,3/16"41 ALUM. SIDE CLOSURE OPTIONS °_"$ F ;T —11111111 POP RIVETS OR THREE POP RIVET,OR 1/4-20 SCALE:3"=1'-0" c <' ><'. al JI q72 SMS,TYP. - • - MACHINE B BOLT J:NUT €3 e t na, 1"x 2"x 1/8"OR @ ; " 8 2"x2"x1/8" , - •i i4,4"i ALUM.ANGLE I II `• •t E-=— O TYPICAL 6.8 BLADE(MAY 's I - I APPROVED AS COMPLYING WTTHTHE .0 fi e p i USE MALE OR FEMALE — "—BOTTOM TRACK SOUTH FLORIDA BUILDING CODE • °° - LOCK-SLAT) 1/4-20 THUMBSCREW LOCKING city Zhu DEVICE OR BRASS PUSH LOCK ] 1' /'1/vv °°I' t2/OB/98I AT CENTERMATE.SEE TYPICAL 81' I,A F� //KK✓/ "n 0M CQ PLAN VIEW FOR REQUIREMENTS PRODUCT OL DIVISION l'Is` °ji°" 1 � Iv""er a BUILDING CODE COMPLIANCE OFFICE I +.��"�� %� TYPICAL CORNER CLOSURE DETAILS TYPICAL ELEVATION ACCEPTANCE NO.O1-OR1O.Oa SCALE:3"=1'-0" N.T.S. 01-861 01-861-2.dwg 8-13-01 12:30:17 pre EST I sheet 2 of 11 • • EXISTING CONCRETE 6.8 ACGO RaION SHUTTER OR BLOCK ONLY. no NOT APPLICAEiLE TO Fa:ACCORDION SHUTTER WOOD FRAMING&WOOD XISTING re ANCHORS NOT ACCEPTABLE • EMBED. STRUCTURE ,EXISTING STRUCTURE EDGE •ISTI CONNECTION TYPE •CONNECTION TYPE EMBED. Cl C NTYPE i REFERENCE ANCHOR REFERENCE ANCHOR REFERENCE ANCHOR w MIA SCHEDULE FOR MAX. SCHEDULE FOR MAX. m '/' •II /� SCHEDULEPC FOR MAX. _ r��j SPACING SPACING SPACING(STAGGER w " 1/4"MAX.FROM PIN Ui R i SPACING AS SHOWN �'��'r w ��Pi 1/2" 0 IN DIAGRAM ON PG.5). .I Rail 0 GUIDE TO BUSHING ?W d L.. W w I- 1/4"MAX-FROM PIN 1/2" � WASHER(TYP.) G a o 7/xa .01 4 II, - GUIDE TO BUSHING /v 1/4"MAX.FROM PIN �� Y •I- .411 Tal4 -'_'_ WASHER(TYW.) GUIDE TO BUSHING II�II. O w • w uIV I I re =WASHER(TYP.) GLASS ww Fu a 1.1 O: F • w - )a OR DOOR 8 rN moo.. ao 3 ..LaFORMIN. r GLASS OR A2FORM•. m"'w �w>>' 3/16"O ALUM, I I � owm v�� �1 ODOR I Iu F,N=O•- (EPARATIO l7 O Q Ina 8 F1 u �.EPARATIO Ir zum ov I,. POP RIVETS I FROM � I� Xz ZI- W FROM �IQ —O78O=_�_.� (�6"O.C. I'GLASS Q�pQQW RwGLASS ) W Rzr GLASS II SEETABLE yl-Zumy �az Wair � < Q _ OR DOOR U 2 FOR MIN, Z .121 111111y 4 'A a8u oYJoN SEPARATION 1t a w as~ QS AND© W O1 t 1/4-20 S.S..MACHINE FROM E-'�a 1/4"MAX.FROM PIN Urr SCREW&NUT(d1 GLASS uvI ASSEMBLY GUIDE TO �+�7I- 11" 12"O.C. Q "1/2'1e�2" WASHER(TYP.)NG >s R 1 u R 1/4"MAX.FROM PIN ( p , 4'• I N> > �—�e:�1/2" I 1 GUIDE TO BUSHING v l� I1/4"MAX FROM PIN m Nl _d w,, 4 y� w O� r ��"'O WASHER(TYP.) '�+'• 2Q GUIDE TO BUSHING wr'- I'' )LA .P LETE SCHEDULE FOR MAX. ��� •CONNECTION TYPE EXISTING Ir m STRUCTURE WOOD FRAMING&WOOD /� SPACING AS SHOWN REFERENCE ANCHOR r- ANCHORS.NOT ACCEPTABLE CONNECTION TYPE IN.DIAGRAM7ONPG.51 SCHEDULE FOR MAX. - - REFERENCE ANCHOR - v SPACING' 1 I -612 x 1/2"SMS SCHEDULE FOR MAX. �a°3"x 3"x 1/4"CONT. CONNECTION TYPE 12"O.C.OR „ aaa888 EXISTING STRUCTURE 6063-T6 ALUM.ANGLE • O, ., E0 REFERENCE ANCHOR 3 SPACING.ALT.FASTENER M /. 3/16"0 ALUM, LOCATION,FRONT AND ll. v a • (MAY BE REVERSED SCHEDULE FOR MAX. POP RIVETS BACK ANCHORS NOT REO'D �'' ti e AS SHOWN DASHED) SPACING (n 6"0•C- WITH THIS LOCATION8.1 OA WALL MOUNT 0" SCALE Og WALL MOUNT SECTION �07 $.g O CEILING/INSIDE MOUNT SECTION 4 0. SCALE:3 V-0" 1 6 j �OC4CONNECTIONTYPE EXISTING WOOD 1 " 3.• 1 .• -REFERENCE ANCHOR TRUSS OR RAFTER C11YY°11REFESPAESTRUCTURE '". W 1/�aODOOR- SEPARATIONQB00 20 MACHINE BOLT - REFERENCE ANCHOR W/NUT OR M14 SMS GLASS O: I-. MATERIAL - Q v. SCHEDULE FOR MAX. I 1 .• SPACING -� r ((1 2"D.C.0C (TYP.TOP F L.m ow i' 1 " 1- 6063-T6o:� 1/4 MAX. IN � =2 , �WlIIIIl I"'{ GUISE BHNV'O . ` IZ OP. XZ � • ■, t-a. w "10` FLUo 0Q4 „.„,....w - - E-I a IN W000(�EACH RAFTER fl �+m OF TRUSS,24"O.C.MAX. '1!y" • ' a 1/4"MAX-FROM PIN ' w , WHERE TUBE EXTENDS SEE TABLE BEYOND LAST TRUSS, �I( 03 GUIDE TO BUSHING 2 FOR MIN. O ww�j 1`1� EXTEND TRUSS TUBE TO NEXT eorip�I� WASHER(TYP.) llSEPARATION ' , , � ¢ 4110`3 200FROM a 1/4"MAX.FROM PIN GUIDE FIB "GLASS GLA55 =12u-' I % .,,r/2" 1 TO BUSHING WASHER(TYP.) w w�-� OR DOOR:1 'Au m0Q J << �._, .., ,I- 111 f-w _ .:�£.`�` ago<~ / 2,_ -___ja,_.- rf 4 O.C.-20 SIN BETWEENTRUSSES EW °ON=o u VI i Y uN TWO 1/4"0 WOOD WITH 1/2"0 ACCESS HOLE ON Q w_ :S °LAG SCREWS(:D 24" BACKSIDE OF TUBE OR 1114 SMS Xz:viozl- a:"a"F.'O.C.MAX.WITH 2" 24"O.C.MAX.IN BETWEEN Q"' QoFTHREADEDPENETRATION TRUSSESY-' a :•vo Y Svi� N ©Q "T"INTO CENTER OF STUDS "w o 0oQ THREADED , .,, ' " �I :.Y�ir..+ ♦ li w` 1/4"MAX.FROM PIN PENETR.'T" 14SMS(d MIDSPAN BETWEEN (MAX.DESIGN LOAD:72 P.S.F.) b" /2" fa. - STUDS CONNECOR TION TRACK TO 1"x 4" """56 Cl CONNECTION TYPE GUIDE TO BUSHING. •o a e;o REFERENCE ANCHOR .� t1/2" °' WASHER(TYP.) PLYWOOD& TUBE CONNECTION O TRUSS MOUNT SECTION " E STUCCO FINISH SCHEDULE FOR MAX. APPROVED AS CWAPIYING WTTH THE SCALE:3 1'-0" , SPACING 1"x 4"x.125" _• ,L •CONNECTION TYPE - 6063-T6 ALUM.TUBE SOUTH FL IDA URDINGCODE °' 12/oe/se'1 REFERENCE ANCHOR C(D_1:E:THIS DETAIL MAY.BE USED AT TOP DA r r 2U I I EXISTING - SCHEDULE FOR MAX. BY [..V:_ I°'' d'n°I STRUCTURE SPACING MAX-DESIGN LOAD,72 P,S.F, EMBED. PRODUCT OLDNISION I°--,.,e I''''''°.:1 0 BUILD OUT MOUNT SECTION WALL MOUNT SECTION BUILDING CODE COMPLIANCE OFFICE drawl,°no. SCALE:3".1'-0" O SCALE:3".1'-0" ACCEPTANCENO.ti-0/le)•cg 01-861 I sheet 3 of 11 01-861-3.dwg 8-13-01 12:30:25 pm EST 6.8 AGGORIDIONJ SHUTTER EXISTING NOT APPLICABLE TO FIR ACCORDION.SHUTTER STRUCTURE f ALT.LEG DIRECTION • 1/4-0 RAWL CALK-IN .1 SEE NOTE G1.THIS tk BEAM SCHEDULE ANCHORS W/7/8"MIN. I PAGE FOR ANGLE SIZE 1/4-20 MACHINE BOLT cc EMBEDMENT IN CONCRETE AND ANCHORS REDO W/NUT OR t114 x 3/4" SUMMER PROM TO OR BLOCK(SEE NOTE 01 rTw SMS @ 12"O.C. 1 TOM A"e SE.II MIN.SHUTTER GLASS H o U U THIS PG.FOR NUMBER OF f ALUM.BEAM(SEE BEAM 2"x 5" 5'-0" 9'-5" 9'-0" SEPARATION FROM OR DOOR I- i Uz i'bry'g a ANCHORS RECT.) :10 /} SCHEDULE THIS PAGE FOR Tw•.125'•B'-0- 8'-1" 0'-0" GLASS(SEE TABLE 2) 7 I- C. —, ACCESS HOLE) BEAM DESCRIPTIONS Tt`.12S" I_ O I n F W�Tf 3" N yWMAX.HORIZONTAL SPANS) 5'-0" 11'-4^ e'-S" H14 x 1/2"SMS X . <_1 1/4"MAX.FROM PIN GUIDE 2"x7" Q a F= 1 HZm t1 Tw..p72'8•-0" 9'-B" T-6". OR 3/16"N ALUM. (r!1 TO BUSHING WASHER TYP. TI..130" POP RIVETS 6"O.C. E ms• III III, 10'-3" e'-9" T-0" �° Y N •Q o u `'. O3 _ - x Y x 9.. 5•-0' 15'-5" 9'-L` /o� U: ., mw' IG E uZ Tw..072"8'-0" 13'-2" 8'-4^ A AND �I, _ _ w m u n TI a.224"10'-3'11'-11"T-9" SSEMB Y I 1/4"MAX.FROM PIN GUIDE vI„ v 0 ..W.'m "LairEa. X TO BUSHING WASHER TYP.) �� $ GLASS7d SEE TABLE 2 FOR II go w'•"�!= * �_yti_ __ it F1/8"TILE 1 g 18 W OR DOOR U MIN.SEPARATION O.-¢ 2 USE BE SCHEDULE FOR w ` _ FINISH MATERIAL �1u �s g 1 a y o FROM GLASS I O r'S= DETAIL G. :::2 �F L'::.�L�::::::01Y.::.:''' LI 6•x n m I- I-� 3/4'PLYWOOD o g VIA x TOP IL BOTTOM BEAMS MAY „ I��-�__- ■�1 2"x 4"x 1/8-063- UO 3 _ o . .o � 1_�.Ir ALUM.TUBE(6063-MIST N= ,�. Y THREE 1/4"m i BE USED TOGETHER OR IN I■ 'I 1/4"0 POWERS RAWL CALK-IN 6" _ iii Z_ THRU BOLTS <. rc COMBINATION WITH OTHERCONN w� 3 - m O.C.WITH 7/8"MIN.EMB.IN CONC.OR w„ O USEDETOGETHER CTION DETAILS. MWMUST -� . .9 1� •1 �� 1/4"MAX.FROM PIN GUIDE BE LIMITED TO TOP BEAM II., HOLLOW 0 W/1-1/K 2"1M N EMB. SCREW Yv mu TO BUSHING WASHER(TYP.) SPANS. W IRE S0 / Lam. GRAVITYVID.G OF 0.55 OR GREATER 1/4-�RAWL CALK-IN `r �� Tf ANCHORS W/7/8"MIN. wa_r Ar. tf EMBEDMENT IN CONCRETE - ALUM.BEAM(SEE BEAM NOTE G7: I 1/2"0 THRU BOLT @ 12"O.C. (�" ,om�.� OR BLOCK(SEE NOTE G1 /i SCHEDULE THIS PAGE FOR. '�° IV x. BEAM DESCRIPTION b x LE x P BOTTOM. ALUM. - Ir WITH POWERS RAWL CALK-IN @ 12"O.C. THIS PG.FORCI*0.)NUMBER 0' Or, ANGLE TOP-b BOTTOM FOR WITH 7/8"MIN.EMB.IN CONC.OR a�`?Tw MAX.HORIZONTAL SPANS) ANCHORS REO'P.1 2"x 5"8.2"x 7"BEAM,USE .� HOLLOW BLOCK OR.1/4"O LAG SCREW CC E v SEE NOTE.GI,THIS 20 MACHINE BOLT THREE 1/4'0 POWERS CALK- EXISTING CONCRETE, @j„I'1/4- 24"O.C.W/1-1/2"MIN.-EMB.IN WOOD. EXISTING PAGE' FOR ANGLE SIZE IN ANCHORS @ 3"0.C.IN EACH HOLLOW BLOCK OR WOOD SHALL BE OF SPECIFIC I „'O W/NUT OR M14 x3/4" ,7 B�=" STRUCTURE AND ANCHORS RELIT ANGLE AND.USE 8"LONG WOOD FRAMING.SEE GRAVITY G OF0.55 OR GREATER CO $a}�SMS @ 12"O.C. ANGLES FOR 2 x 9"BEAM, ANCHOR SCHED.BASED �" EMBEI. ALT.LEG.DIRECTION ACCESS'HOLE USE FOUR 1/4"0 CALK-IN ON TYPE OF STRUCTURE 2"x 2"x 1/8"CONT.ALUM.ANGLE 6063-T6 4 0 r. y ��0 (MAX.DESIGN LOAD e 2 72 P.S.F.) ANCHORS @3"O.C.IN EACH 0 ANGLE AND USE 11"LONG (MAX.DESIGN LOADP.72 P.S.F.1 I/ 8 Ff3 O BUILD-OUT MOUNT SECTION SCALE:3".1'-0` ANGLES O PASS THRU DETAIL SCALE:3"e V-0" �U�� '.O1 Q .J( $ a EXISTING CEILING HEADER STRUCTURE FULL LENGTH INSIDE (SEE NOTE BELOW).* - FASTENER,SEE DETAIL( EXCEPT AT"NOTCHES" @ EVERY 2"TO 3"PIECE :. EXISTING FINISH E E m 3 O ,. f�UT LINE(SEE DETAIL �� MATERIAL- Y © L FOR INFO.),TYP. IJ 1I �.er_ 1101HS 3 CUT IN Y' TO 3"INTERVALS I ++ FL LIC pE r, - O: o 1/4"MAX.FROM PIN GUIDE TO FORtg,�URVE(SEE TO BUSHING WASHER(TYP. ' CEILING:HEADER O3 1.83 DETAIL L FOR WELDING PROVIDE MITER CUTS IN 2"2"@ TRACK © INFO). TY .TOP 8 BOTTOM. ANGLE TO MATCH TRACK ./ (SEE DETAIL 1 FOR FASTENER @EACH 2' TO 3"CUT w - CURVATURE WELDING INFO. SEE ANCHOR SCHEDULE BASED 0' I-. *CEILING HEADER BUILD-OUT ANGLE / ON Ci CONNECTION TYPE TO "w j7 �` � S Z001 VERIFY ANCHOR SPACING I-IA xo'" *NOTE:WHEN CEILING HEADER IS USED IN ®?' IS ACCEPTABLE 7 ©i '^ �_ A BOTTOM MOUNTING CONDITION, T +' m ` y�pNQ WELDING LOCATIONS ARE THE SAME. �^P p"a." 0 i - X m Pz. - (USE ER4093 FILLER ALLOY FOR ALL WELDING.) , ' q�� =F i E t.c E IIN01 o 1/2" 1/4"MAX.FROM PIN GUIDE ; $"'" TO BUSHING WASHER(TYP. O WELDING DETAILS _ CURVED TRACK PLAN VIEW :S, EXISTING- 1/4-20 MACHINE BOLT' - SCALE i'3"e V-0" N.T.S. STRUCTURE ^' W/NUT @ 2"O.C. AppRoYEpABCONDLYINOWITHTHE ` §:s a (2 CUT AT INTERVALS TO BOUTH IDA pOp�NO QQl1E ggiz=g al EXISTING FINISH .FORM CURVE(SEE DETAIL© T-_ MATERIAL FOR WELDING INFO.) QA ( I Z -- �9 U CONNECTION TYPE BY e.r. 12/08/98 REFERENCE ANCHOR SCHEDULE FOR MAX. PR NTFtOLDMSION iTsIi4orzor"*'eC I SPACING(FASTENER @ EACH 2"TO 3"PIECE BUILDING CODE COMPLIANCE OFFICE O CURVED TRACK DETAIL ACCEPTANCENO.AI-OS1:•O� ('••""`MIL`"•<..tM� 01-861 1'SCALE:3"e -0" .mo sheet 4 of 11) 01-861-4.dwg 8-13-01 12:30:32 pm EST HR ACCORDION SHUTTER no NOT APPLICABLE TO 6_03 ACCORDION SHUTTER • FASTENER @ 18"O.C. EXISTING GLASS (USE ANY ANCHOR SHOWN 1-1/2" INSe FAA—N AANCHOR SCHEDULE). MIN. EXISTING GLASSyy ZIA? ��' , Z{fl4 ZUx g1 x -°m ALT.DIRECTION 2¢ W a:• W ?a LT¢ OF ANGLE LEG grAZ¢�Q Z` 45 , E¢El" g _ i4 El- SILL u+u h v t4�!i� w ' _. MIN.0.093"THICK 6063-T6 a . ^ ' 2 2: r =7 ALUM.ANGLE 1"x 1"MIN. d7 = —=— •�=— TO 2"x 5"MAX.(ANGLE LEG r' u` 114 • �,�,. AIM MAY BE REVERSED) �/�l �ir� � tn. -N W-- T �—� FASTENER @ 18"p.C. WA _I�— :7 +e` 1�11 QW $I7 i IUSE ANY ANCHOR SHOWN , x 9 i...4 T�) lir �1�' TF�=" f� lir IN ANCHOR SCHEDULE). �w 4 *Ake 0,1 mg '. #12 x 1/2"GALVANIZED ED ® r ED 2W g•TO- & OR S.S.SMS,3/16"0 ALUM. TO- & TO- & vu • BOTTOM 5/16-18 THUMBSCREW INTO POP RIVET,DR 1/4-20 BOTTOM 5/16-18 THUMBSCREW BOTTOM >? THREADED HOLE.LOCATED @ MACHINE BOLT&NUT INTO CENTERMATES OR 0 1/3 SPAN TO 2/3 SPAN FROM @ 18"O.C. BRASS PUSH LOCK LID t q' S g TYPICAL PLAN VIEW BOTTOM OF SHUTTER FOR MULTIPLE SHUTTER ASSEMBLY zx g 3 SCALE:3"=.1'-0" SLATES 515'-6".FOR LOCKING SHUTTERS,A BRASS PUSH LOCK SCALE:3" 1'-0'• Yuo 4 elminion 2 FASTENERS 2"x 2"x 1/B"ALUM. MAY BE SUBSTITUTED • EACH ANGLE TUBE 6063-T6 ALLOY -1/2" FASTENER @ 18"O.C. 1-1/2" NOTE; lip (USE ANY ANCHOR SHOWN Q 1"x 2"x 1/8"OR STARTER 11 LOCATION MUST READJUSTED IN ANCHOR SCHEDULE), II J� vi .L4 2"x 2"x 1/8 TO INSURE LL DEPLOYMENT OF SNVTTER. E- CE. g �. ALUM.ANGLE ii� ANO COMPLETE INTERLOCKING OF ADJACENT �- �� --�� �� TT $ '�° 3/16"0 ALUM.POP C -- v - - - BLADES. - ! LOPAr 14 A RA v RIVET OR a12 SMS ink 'g I KI 0 ~.g0' .y- 3/16"0 ALUM.POP - 1-9 " 2"x .' 1 it RIVET OR#12 SMS AL(lc".TUBE T '^ y VARIES-NO LIMIT ft ALUM.TUBE TYP. p m Lo „@18"O.C.(TYP.) 000 r¢� Cy SECTION► —_— i¢0 m — Q a- _ TOP.TRACK E.2 E r¢• T. TYPICAL HR BLADE - �•� 2"x 5 x 1/0" w Kw _ - PLAN I�ALUM ALUMINUM ANGLE m a� II VJ-- VIEW OPTIONAL ANGLE nialLI, ® I• I, 0. II ORIENTATION TYP. II�F • FPE.,1 I No: 3/16"0 ALUM.POP / 983 RIVET OR#12 SMS 4_- I L� --Till+ e @ 18"O.C.(TYP. g. y1m 0 ' I • J v 3 3/16"0 ALUM.POP m 0���� —WM/BM -® 200 60 x 2"3-T x 1/8" I-..� RIVET .C.(T SMS F~-¢ - c • ®�- - ,—_ Ati6063-T6 ALUM.TUBE @ 18"O.C.(TYP.) .2 1 1"x 2"x.093" ( 2 FASTENERS W w i '"$4 6063-TANGLE.6 ALUM. EACH ANGLE V1ANGLE,TYP. {� XLI #12 x 1/2"GALVANIZED w s',3f>1m` THREE 3/16"0 ALUM. 4 OR S.S.SMS,.3/16"0 AL7 , , SIDE CLOSURE OPTIONS d "'8 2 d�•�I� E - POP RIVET,OR 1/4-20 ' IL_ JI POP RIVETS OR THREE SCALE:3"=V-0" .0 mii #12 SMS,TYP. MACHINE"0 BOLT&NUT �!a 1"x 2"x 1/8"OR ' ai`- 2"x 2"x 1/8" i„y,. ALUM.ANGLE I ( APDRpyWA9 COMPLYING IMTKTHE "-ar- C:,_. TYPICALHRBLADE SOUTHF BUILOINOCODE :iOOTTOM TRACK BAT'Et.- 2�bJ ooE • ' 5/16-18 THUMBSCREW INTO Ir/ll+J// a.�° llf THREADED HOLE.LOCATED @ PRODUCT OLDNISIGN a/oeisa 1/3 SPAN TO 2/3 SPAN FROM ccz [':�'J12. ',1 BOTTOM OF SHUTTER FOR BUILDING CADECAMPLIANGE OFFICE f°..i°"ar.'"*,1 BLADES S15'-6", ACCEPTANCE NO,OI"Oa11O.OS I tt TYPICAL CORNER CLOSURE DETAILS TYPICAL ELEVATION °"""° v SCALE:3"+1'-0" N.T.S. 01-861 I sheet 7 of 11 I 01-861-7,dwg 8-13-01 12:30:54 pm EST •• CONNECTION TYPE EXISTING CONCRETE REFERENCE ANCHOR HR ACCORDION SHUTTER OR BLOCK ONLY. SCHEDULE FOR MAX. EXISTING SPACING NOT APPLICABLE TO B.B ACCORDION SHUTTER WOOD FRAMING&WOOD ANCHORS NOT ACCEPTABLE1.1 • STRUCTURE —R CONNECTION TYPE - XISTING STRUCTURE EDGE IST R CONNECTION TYPE REFERENCE ANCHOR EMBED. CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. REFERENCE ANCHOR m �/ ,��///�/, SCHEDULE FOR MAX. SPACING 1/4-20 MACHINE BOLT W/ SCHEDULE FOR MAX. m „/ �/ I//I. 7"MAX. W _��� SPACING l70 U NUT OR q14 SMS(al 12"O.C. Pv SPACING(STAGGERS1/L"MAX.FROM PIN(TYP.?OP b BOTTOMI NPOIAGRAM ON PG.91 ACING AS SHOWN ;) GUIDE TO BUSHINGr1/4"MAX.FROM PIN 1/2" OWASHER(TYP.I 1,2" ( III GUIDE TO BUSHING u © 1/4"MAX.FROM PIN �� `(TYP.) 11 GUIDE TO BUSHING o:� GLASSj _ WASHER(TYP.) ORDOOR a 11/2' wW N14 x i/2".SMS SEE TABLE I F ®�_a X J Qd 8 I_ SEE TABLE iRi^: W 0 a WW rJ Ca 12`O.C.OR 4 FOR MIN F wm NNy4 FOR MIN. ¢ I-w 7 1/4"0 ALUM. I mQ Hm s •I� SEPARATION F w _ '-EPARATIO Nl7 0IIIIIIFROM I�®wF< jinIWPOP RIVETS FROM XQw- 1- aWT�^. JOF �'®==ZUJ (m 12"O.C. I GLASS JP Z •+ ,�„� GLASS GLASS II SEE TABLE yI'-0VI¢t 2 uN el_ ���+++ i tt= OR DOOR ll 4 FOR MIN. - Q II =W tl ti —GLASS �'r—T— w Vl-W' X Z 0Zr- IS l .Q 'o _ ,. > I SEPARATION ¢w m¢ 5 AND 6 OR DOOR r ^ I-z 0 1/4-20 5,5. FROM -1$0. O O 11/4"MAX,FROM PIN tJ =0 II�I�I ASSEMBLY a n t L� , V MACHINE SCREW GLASS m 1/2" �I�1/2" GUIDE TO BUSHING j_ . EXISTING 01 Ism &NUT C0 12"O.C.4 Q c LJ mil—�R WASHER(TYP,) w� o ox.STRUCTURE 0 r PA/ 4I�j w« S ��I 1/4"MAX.FROM PIN m ►' Y EE ,,,,Fro - _ ¢W 11 ��' I QW 1MW —� REFERENCEMN YPER xu 8 F Q GUIDE TO BUSHING /J / o w �.�`' ljr ©E WASHER(TYP.1 EXISTING CONCRETE EDGE 4 SCHEDULE FOR MAX. �. 1/4"MAX.FROM PIN , EXISTING OR BLOCK ONLY. �/ /► SPACING 4 ffII/2" GUIDE TO BUSHING nI STRUCTURE WOOD FRAMING&WOOD (SPACING SHOWN Cr 1' "`T' r _ P CONNECTION TYPE R`.�ro �1/2" WASHER(TYP.) 1�I ANCHORS NOT ACCEPTABLE IN DIAGRAM ON PG.91 , vm m n REFERENCE ANCHOR� % � N14 x i/2"SMS SCHEDULE FOR MAX. ti....L....5 Pie C2 CONN ECTION TYPE 3"x 3"x 1/4"CONT. Fr 5 CONNECTION TYPE 12"O C,ORREFERENCE ANCHOR 6063-T6 ALUM.ANGLE � REFERENCE ANCHOR �a SPACING.ALT.FASTENER1. SCHEDULE FOR MAX. (MAY BE REVERSED �' w�// SCHEDULE FOR MAX, 1/4"0 ALUM. v LOCATION.FRONT AND tq POP RIVETS BACK ANCHORS NOT REO'D I= '�. .+D,_nh I I SPACING AS SHOWN DASHED) SPACING 12"O.C. WITH THIS LOCATION .a. EMBED. REF•FEERENNCEON ANTCHHOR N WALL MOUNT SECTION •Z n :N X e SCHEDULE FOR MAX, SCALE:3".1'-0" p C SPACING MO 5 ' / r O BUILD OUT MOUNT SECTION 0 CEILING I INSIDE MOUNT SECTION .Q') e. SCALE:3".1'-0" SCALE:3".1'-0" (0.t Q EXISTING / CEILING HEADER E �.E Cr `\ STRUCTURE FULL LENGTH INSIDE (SEE NOTE BELOW) FASTENER,SEE DETAIL® o EXCEPT AT"NOTCHES" (a)EVERY 2"TO 3"PIECE EXISTING FINISH m *3 - ®UT LINE(SEE DETAIL �� //�� MATERIAL //11/ w O R FOR INFO.),TYP. .YJ•qi •a t Le/CUT IN 2"TO 3"INTERVALS .. { I v, FL Lk• O: TO FOR CURVE(SEE 1/4"MAX.FROM PIN GUIDE 1LING 1B3 t� " TO BUSHING WASHER ITYP.) MITER CUTS IN 2".Cal TRACK HEADEER 3DETAIL(R)FOR WELDING ILII II (SEE DETAIL`J FOORINFO). TV TOP&BOTTOMANGLE TO MATCH'TRACK FASTENER(al EACH 2 TO 3"CUT CURVATURESEE ANCHOR SCHEDULE BASED w W'--, *CEILING HEADER BUILD-OUT ANGLE ( ZOO ONC3CONNECTIONTYPETO I-VERIFY ANCHOR SPACINGm 2Om *NOTE:WHEN CEILING HEADER IS USED IN21— IS ACCEPTABLE 'A BOTTOM MOUNTING CONDITION, Ti" ����N�p�Im WELDING LOCATIONS ARE THE SAME. t'`P a Q w oZ¢1Q- (USE ER4093 FILLER ALLOY FOR ALL WELDING.) , ' qo� 11! ram an urn Fa ::r .rwwww+w w /,-.-? 1/4"MAX.FROM PIN GUIDE 'jl/2.• TO BUSHING WASHER(TYP.) O WELDING DETAILS CURVED TRACK PLAN VIEW 6 i LiMei�EXISTING 1/4-20 MACHINE BOLT SCALE:3".1'-0" N.T.S, AS CO)APLYINGWITHTHE STRUCTURE - W/NUT(ol 2"O.C. �yj ����yy77CUT AT INTERVALS TfQ SOUTH FID(bDA ®CODE OHIHNNI!EXISTING FINISH RN CURVE(SEE DETAIL R DA MATERIAL FOR WELDING INFO.) BY I°'1' 12/0e/98I CONNECTION TYPE .OLOMSION REFERENCE ANCHOR pR000CT .. SCHEDULE FOR MAX. BUILDING CODECOMPUANfC�E OFFICE �e,nve scull.•..v e�� SPACING(FASTENER ACCEFTANCENO. 1-O°II I'0. I m II"• ,+4 ED EACH 2"TO 3"PIECE ° Q er•lno fie. CURVED TRACK DETAIL .I"86 SCALE:3"•V-0" O 1� � I sheet 8 of 11 1 01-861-BMwg 8-13-01 12:31:02 pm EST HR ACCORDION SHUTTER • NOT APPLICABLE TO 6.8 ACCORDION SHUTTERrti • ANCHOR SCHEDULE ANCHOR SCHEDULE • FASTENER SARONG ONOIES)REWIRED FOR VARIOUS DESIGN LOADS AND SPANS FASTENER SPACING(INOIES)REQUIRED FOR VARIOUS DESIGN(DADS AND SPANS �i/� MIN.Y EDGE DISTANCE MIN.3/4•EDGE DISTANCE • LOAD SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO LOAD Vi hi i IOU) (W) SPANS UP TO SPANS UP TO SPANS UP TO ZF ^,a _ 2 P.S.F. 6'-0 8'-8" 10'_2" 15'-6" L7 0� 6'-0" 6'-8" 15'-6" _„ .4 ANCHOR TYPE MAX. EE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) a ANCHOR TYPE MAX. (�NOTE 1) (SEE NOTE 1) (SEE NOTE 1) 8 g (SEE CONNECTION CONNECTION CONNECTION CONNECTION (SEE CONNECTION CONNECTION CONNECTION _i w� F NOTE TYPE TYPE TYPE TYPE NOTE TYPE TYPE TYPE 1 R 1 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) 1) (SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3) ..1,,,:,, r C1 C2 C3 C4 CS C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS V 4 C1 C2 C3 C4 CS Ci C2 C3 C4 CS C1 C2 C3 C4�CS1 i a 75.0 9 12 12 12 9 9 12 9 12 6 9 12 7 12 5 9 10 5 10 3 ,,Tst 27/32�, 75.0 9 12 8 12 6 9 12 S 12 1. 9 12 3 12% �„ • Y. vl 9 W• s :N)11111111lOOO11111111611111}> 90.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9 8 I. 8 3 :OXIIII w.l. I 90.0 9 12 6 12 5 9 12 4 12 4 9 11 V 11/ -it',1; 3 W / 1/4•0 WOOD LAG SCREW t/c•m riw OR ELCO 140.0 9 12 7 12 5. 9 10 4 10 3 9 8 4 8 3 9 7 3 7 7 w/MIN.1.27/32•THREADED 140.0 9 12 4 12 3 9 12 3 12 7 9 9 9 / 07= R$ 'N"ppp0 TAPCON W/ 180.0-9 11 5 11 4 9 7 3 7/ j PENETRATION PARALLEL / 2 g a µr1 1-3/4-MIN.EMBEDMENT 9 7 3' 7�. 9 7 3 7!!!{ SHEAR OR 180.0 9 12 3 12/ 9 9 9 9 9 9 =�u QAtl43.000 RS.L CONQIETD 230.0 9 6 4 8 3 9 7 3 7 9 7 3 7 9 7 3 7 PERPENDICULAR TO / .. / / % • � / // / p W000 GRAIN 230.0 9 11 11 9 9 9% 9 9�/ 9 > i ( pp 75.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9. 11 3 11 3 C3j `` 11 75.0 9 12 12 9 8 8 6 4/ H * (� 90.0 9 12 8 12 6 9 12 5 12 4 9 12 5 12 4 9 9 3 9 APOVDASCOMPLYINGNflHTHE * ' 1 90.0.9 10 10/ 9 7% 7 5 3 Lsn.1/4•mPOWERSFASTENING140.0 9 12 5 12 4 9 11 3 11 3 9 9 3 9V 9 88 / SOUTHFLIDASAQRIOCODE 7/16-mWOODBUSHING 140.0 f TALK-IN W/7/8•EMBED. O lO)ZOO) W/7/8•MIN.EMBEDMENT 8 6 b5 4 4!� 4 3 T EL STAINLESS 180.0 9 12 4 12 3 9 8% 8 9 8 f 8 /'9 8�/' 8 / 1 STAINLESS STEEL 180.0 6 5 / 5./ 4 3/ 3 4 3 - SiEEI MACHINE SCREWre It/ /r ,47� `' STEEL MACHINE SCREW (NH.3,000►ALCONOUETE) 230.0 9 9 3 9'7 9 8 f/ 8 V 9 8 l 8% 9 8/ 8% A Jf_L S 230.0 5 4� 4 4 3. 3 f 4 3 C gl R PRODUCT 75.0 9 12 12 12 12 9. 12 12 12 10 9 12 11 12 9 9 12 7 12 5 ERHTKO ANCHOR NOTES: r7 �( �1�1 �1jq 1� 8UIU)IN000OBCOMPUANCE OFFICE h �� y 4{ 1.11\! 90.0 9 12 12 12 12 9 12 11 12 8 9 12 9. 12 7 9 12 6 12 4 �[I 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. 14y� ,R, ACCEPTANCE NO.( 'CRIC)A� ALLOWABLE STORM SHUTTER SPANS FOR SPEOF(C LOADS MUST BE UMTTED TO THOSE CC v gi." 140.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9 12 5 12 4 SHOWN IN TABLE 3,SHEET I I. I= • 1/4•0 ELCO CRETE FLEX 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL, .L U- W/2-MIN. 180.0 9 12 8 12 6 9 12 5 12 4 9 12 5 12 4 9 12 5 12 4 ANCHOR TYPE AND EDGE DISTANCE.SELECT DESIGN LOAD GREATER THAN OR 03.S) y EMBEDMENT EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER Z h '' Ei 0.8IL 3,300P.S.L CONCRETE) 230.0 9 12 6 12 5 9. 12 5 12 4 9 12 5 12 4 9 12 5/12 4 THAN OR EQUAL TO SHUTTER SPAN. p CC p 75.0 9 10 6 10 4 9 7 4 7 3 7 6 3 6 % 5 3%/ 3 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. Ma id'F Y / 4. EXISTING STRUCTURE MAY BE CONCRETE HOLLOW BLOCK OR WOOD FRAMING. W¢••1rV!! i�J111111111111( 1NIIQ1{}> 90.0 9 8 5 8 3 7 5 5 6 5 3 5/ 4 3 f. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF T1 1 2 x S EXISTING STRUCTURE ANO APPROPRIATE CONNECTION TYPE.SEE CONNECTION QpyY 1]1/ 140.0 7 5 3 5 4 3 4 j 3 % 3 DETAILS FOR IDENTIFICATION E CONNECTION TYPE. 1/4•m ITW V __ O2 HEADER S. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' Q TAPCON W/ 180.0 5 4/ 4 // 3 3 3 / C RECOMMENDATIONS.EMBEDMENT LENGTHS SHALL BE AS NOTED ANO DO NOT 1-1/4-MIN:EMBEDMENT 230.0 4 3/ 3 /4 3 / 3'� % / 1 x S INCLUDE STUCCO OR OTHER FINISHES. ,TI. < //� 3 TYP. 6. WHERE.EXISTING STRUCTURE IS WOOD FRAMING WOOD FRAMING CONDITIONS I' /(�•-�',0 75.0 9 12 6 12 4 9 8 4 8 3 9 7 3 7 f 6 4 4 �_-_ VARY.FIELD VERIFY THAT FASTENERS ARE INTb ADEQUATE ACCEPTABLE FRAMING �� * CAD MEMBERS NOT PLYWOOD.FASTENING TO PLYWOOD IS ONLY FOR y� SIDE CLOSURE PIECES. VD.101' y 90.0 9 10 5 10 J3/ 9 7 3 7 % 7 6 3 6 / 5 4 4 f RL LI R m 140.0 8 6 3 6 I/ 6 4 7 L. 5 3 f 3 J 4 3 3/ 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING FASTENER CALIF POWERS FASTENING SHALL BE LOCATED IN CENTER OF NOMINAL 2"x 4"(MIN.)WOOD STUD.3/4" FL LI �NO: CALK-IN W/7/8"EMBED. , f / / EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING.WOOD STUD SHALL BE PE!R Ti 983 µr1 &1/4-20 STAINLESS "SOUTHERN PINE"0.0.55 OR GREATER DENSITY.LAG SCREWS SHALL HAVE / STEEL MACHINE SCREW 180.0 6 5�j` 5�� 4 3 3 //!'4 3 3'f 4 3 / 3 %/ 1 x S PHILLIPS PAN HEAD OR HEX HEAD. z 230.0 5 4/� 4//� 4 3 3 %/j 4 3 3 / 4 3//� 3 11 TYP. II�II 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2"ENGAGEMENT OF THREADS IN 00O.77Y,�� 8 /� Mk-_ BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD.OR WAFER / 1� 75.0 9 12 9 12 7 9 12 6 12 5 9 12 5 12 4 9 8 3 8 HEAD(SIDEWALK BOLT),U.O.N. PSI 3 2OO+ 1 W .1,Z1,\A 4'W 9.0.0 9 12 7 12 66 9 12 5 12 4 9 10 4 10 3 8 6 3 6 9. VA DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. �F r C t/4'•m EL[O CRETE FLEX 140.0 9 11 5 11 3 9 7 3 7 7 8 6 3 6 7 5/ 5 G__ 10.*DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE S2 x S 2 HEADER SCREW.NUT OR WASHERED WINGNUT. .' '` �� / / w/1-1/4-MIN. 180.0 9 8 3 .8 3 7 6 %/ 6 7 5 7/ 5 j'7 5 5 USED AS SILL . g 9 V;i V, EMBEDMENT �/ ./, .. `S a.8 8 a 230.0 8 6 3 6I/ 7 5 /� 5 7 5 /// 5/ 7 5_ 5/ «,a S a., 75.0 12 12 8 12 6 12. 9. 6 9 4 10 8 5 8 3 6 5 3 5 o Y 2 x S TYP.I ! d 2 x S OUTSIDE 1 it1111101111111111111111111{IIIIU> 90.0 12 11 7 11 5 10 7 S 7 3 8 6 4 6 3 5 47 4 %/ TOP FLANGE ANCHI�R(SEE 5 /©COMBINATION - 8 Az 140.0.9 7 4 7 3 6 5 3 5.% 5 '4 7- 4 4 3 3 // PICTURE ABOVE) `.K2'q«« 1/4•0 ELCO �' a TAPCON w/ 180.0 7 5 /3 5 / 5 3 ' 3 // 4 3 ,/ 3 % .4 3 / 3, n n 0 Q Q O 0 0 O_ a e"'"-''0 1.1/4•MIN.EMBEDMENT � // I f a Q 230.0 5 422' 4 % 4 3 % 3 %-4 3 % 3 % 4 343/ n 0 0 0 0 O d O O O O ' _• �a�'° I x S ITYP.) 1 x S INSIDE 0 HEADER/SILL 11 x S(TYP.)1 N." 12/08/981 BOT.FLANGE ANCHOR(SEE PICTURE ABOVE) - L L.P"--„11 NOTE: •'S"INDICATES ANCHOR SCHEDULE SPACING. Ia..II."cµ lfn.a.a �{ SPACING DIAGRAM FOR Cl CONNECTION TYPE: SPACING DIAGRAM FOR C3 CONNECTION TYPE: •w.Ila �'1 - Cl CONNECTION TYPE USING PIECE© - C3 CONNECTION TYPE USING PIECE® 01-861 . APPLICABLE TO HR SYSTEM ONLY WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO HR SYSTEM ONLY (sheet 9 of 11, 01-861-9.dwg 8-13-01 12:31:10 pm EST • —MDUM I • I IIII I / B1I1 T Eur r"n"n[rm.N Y ALUM TUBE TO MATCH BUILD-OUT V/I-1/4' EMBEDMENT • e EACH END OF BOX • ��� ..--4- .7:--------- 1 a Z ..... 0 1/4'TAPCUNS• REEL Z+w • V/l-1/4'EMBEOHENi �� o Q EACH ENO OF BOX 4±) 1/4' TAPCBNS tiO AO ,� . CC u/ t-1/4•EHBEDHENi r e • U `V e EACH END OF BOX j o • F. • \\ B— O.o_ 0 i • SLATS C , `, O ---_-_ O n• _ �Qo • IiiOan�n 1 TRACK :&RLD Our TUBE - N�D N • A • PA r D r~ D r z o .... _...._ _„ .... ........ MIN..SLAT.ENGAGEMENT o I INSIDE TRACK = 1-1/2" TYP. 10 0 �r1�� 11 ii: C J • • U. O • SYPICA ATION ^y • O"ii cr n41 x1-t/z•x1/a • vlNANGLE LONGFd TYPICAL LOGE,D-IS12d(m TD ^ CONC.&BLalC Izd(I2ANCHOR OIANETERS) _� , WOOD'•.•'SdJ I FOR.IFSSER EDGE DIS NCES SEE SHEET a Of 14, InA .4 ;••. PISTRUCTURAL SILL ANCHORS:ENBEDMEHF!c EOGE 13/4•:Niy. ALUi ANGLE pLT. SIL NU7 STRUCTURAL SILL �(: DISTMICES SHOWN ARE BEYONp .... •'�— ALUM 1ANGIE x I/E' • THE WAIL do FLOOR ErG)CONDOM ::::::'''''3 ANCHORS EOUALY SPACED ,.3' . •..3 A x I-IL4• TAPWNS •..;. •: r�'•.^�.'a• .TILES•EIC.) �o .. ! 3.ANCHORS EOUAIY SPACED • • •.• FOR NETAI TON ALET CONNECTION,USE v,C"— —•-7• . 1/4 x 1-1/4• TAPCONS - ... _...._ SECTION A-A SUINLESS STEEL.SCREWS' ?r---- �ECTi_ �N 1]_M1g SEE SHEET 7 A 304 HOT FItiISH Fu 75 KSI,Fy 30 KSI 1-3 4• FOR SPACING SECTi_ D_ r NIN �'—Ed—•1 Ed I Z• c • • � .., 1. � • • ..MIN. o �1 r 14 SNS OR 4 SEE SHEET 7 �� •~ 1/4'TEKS O C O.C, FOR ANCHOR SPACING FOR SPACING I • TYP, u OF VARIOUS TRAGIC ATTACHMENT a SEE SHEET 7 / 14 SNS OR SEE SHEET 7 ��- .n 1/4'TIXS O 12`O.C. E • FOR SPACING c o • r-�—Ed 3/4. o a • y . . MIN. ' � • • / 14 SNS OR• 1�. 1 ., � �! BFHijT :T i/4•MS 0 6.O.C�, • •••, o • TYP ACCESS MOLE V/?LYOS I MEI MUM Ed ,...!.rbllIll - ACCESS HOLE V/PLUGS hi t • MAX.SPAN SEE GRAPH SECTION O-TI MAX'SPAN SEE GRAPH drawing no. • SECTION E-F KU.SPAN SEE GRAPH '• 00-14 • SEf TIf1N F-F (sheet 3 of 14) .• i • ___- X L7= ==si CC o iar—� I 7 znor r REEL I REEL G I I o0� • , TYPICAL ELEVATION aOaMULTIPLE SPAN, 11 •lift— TOP SUPPIXiT TOP 5� 16'0 X 2-1/2" o.07o H ll • STORM BAR S SUPPORT (RED HEADCOR� w�' 1111 ALUM•T•0.[P ■I it MI EOUAI) ' ® ALUM'T'CLIP � Z N II ;•____,.,., __.....•._.__.._.-.. STORN BAH ..._..-1...-...... .•,..�..._,..._ EMBLY ill BALL BEARING ASS ._....•.. STORM BAR M� 1 .�•. 2 I I TRACK J I STDRH 8AR (2) 1/4'BOLTS _ -1 0 . a�/F I i �I I TRACK WITHANO NUT lil Ip ��I I SLAT II I i`2%M3 FEEI(IiWGCA)EI' N Q5 A SLAT SHUTTER COVER 4 O • 1 • I i I` SEE SHE.5 FOR �, DETAIL 'A' (PlAN� � ~' ® i I ® CONNECTION DETAIL ----I SIDE BRACKET "Y---' MUL7IP PAN CFfT*nN o CF[LIN, TO FI Ma Mnli Irc MULTIPLE SPAN SECTION a -K— - !� .. I/2'Dui BOLT WALL MOUNTS L SEE SHT.7 FOOR R NO.2..RRE O o ro ® ® in a �Irrrrn. n�, I�- ® ID a c., 66 a c _ Env:DR.HUMAYOUN FM000 $ ; a a .. STRUCTURES _ a a FLA.PE 1 16557 I 'Z. i tacit UN� ,p p STORM eM�- AS REQ0. 'r 00� drawing o no.MULTIPLE SPAN PLAN HEADER NOT SHOWN S• IN OOCUMT IS NOT Yµlp WTR{pU1 00—1 4 [MS ENGINEER'S EMBOSSED SEV., l (peel 4 of 14 1 .r- ' HISTORIC PRESERVATION BOARD CITY OF DELRAY BEACH --- STAFF REPORT--- MEETING DATE: October 1, 2003 AGENDA ITEM: Ill. A. ITEM: Sandoway House (142 South Ocean Boulevard)— Consider a Certificate of Appropriateness and Associated Class Ill Site Plan Modification for a Second-Story Addition to Sandoway House, Construction of a Garden Shed, and Associated Variance. __ 1 __L.__ GENERAL DATA: - LDWRY TRH it zEi�� Owner Palm Beach County a Applicant Rebecca Redondo w ,..i Agent Michael Kravitt "� = Location • TBA W 3 CAMINO REAL Property Size 0.32 Acres ( ",a HOLIDAY INN Future Land Use MD (Medium Density — ` ap Residential, AVENUE 5-12 Units/Acre) II III 111111 IIIIII HIM I. --<-. Imo_ Current Zoning CF (Community wir,imm Cm. a =ram --.rpm Facilities) Ell C-C.=mum Adjacent Zoning North: OS (Open Space) � �iiz�� �" - East: OS (Open Space) o mom m• um mom mom um N South: OS (Open Space) •. 11111111111111 West: RM (Multiple Family la Residential— Medium I"=IIII IliLril ' Density) IIIIIIW�: > Existing Land Use Nature Center ==T OCEANN PLACE j Proposed Land Use Second-story - - o z addition and construction , ... .. m Q of a garden shed. ,• �.. „�,1,1 Z w Water Service Existing on site. Willi I c) Sewer Service Existing on site. U R- o Co Ell I I o �1MIN S T. I W Z BAY STREET J I— LANIKAl VILLAS CONDO Q LANGER WAY / III. �Y G,,,'NA.,,, ROAD Ill. A. 7r ITEM BEFORE THE BOARD The action before the Board is that of approval of a Certificate of Appropriateness which incorporates the following aspects of the development proposal for 142 South Ocean Boulevard, Sandoway Nature Center, pursuant to LDR Section 2.4.5(G)(1)(c): U Class III Site Plan Modification; ❑ Design Elements; and, ❑ Variance Request. The subject property is located on the west side of South Ocean Boulevard, between Miramar Street and Ingraham Avenue. BACKGRO.UND� - The subject property consists of the south 73' of the north 100' of Lot 24 less the west 355', Beach Lots. The property is located on the west side of South Ocean Boulevard and is zoned Community Facility (CF). Designed by famed architect Samuel Ogren, the 3,688 sq. ft., frame vernacular building was constructed in 1936 and was individually listed in the Local Register of Historic Places in December 1996 and listed in the National Register of Historic Places in March 2002. In July 1995, the City of Delray Beach and Palm Beach County entered into an interlocal agreement to purchase the Sandoway property for the preservation of the historic house and to facilitate the conversion of the house to a nature center including the provision of additional parking. On October 9, 1996, the City Commission approved Ordinance No. 44-96 to rezone the Sandoway property from Medium Density Residential (RM), which did not allow the museum/community educational facility use, to Community Facilities (CF). On April 16, 1997, the Historic Preservation Board (HPB) reviewed and approved a Certificate of Appropriateness (COA) for the conversion of the single family home to the nature center. The HPB reviewed and approved a COA for the landscape plan and conversion of the swimming pool to an artificial coral reef during its meeting on November 19, 1997. During its meeting of October 18, 2000, the Historic Preservation Board reviewed and approved a COA and associated Class I site plan modification for the installation of a green, vinyl mesh awning over the rear yard swimming pool. On September 5, 2001, the Board reviewed a COA and associated variance request to reduce the side interior setback from 10' to 0' to accommodate the installation of a fabric cover for the pool equipment and a sound proof box to cover the existing pool pumps. The project was approved and completed. HPB Staff Report Sandoway Nature Center —Class Ill Site Plan Modification Page 2 The applicant is now before the Board for review of a COA and associated Class Ill site plan modification for a 529.9 sq. ft. addition to the Sandoway House, construction of an 80.6' garden shed, and a variance to reduce the side setback of the historic building. DE=VELOPMENTPROPOS°'AL The development proposal consists of the following: ➢ Construction of a 529.9 sq. ft. second-story addition on the-rear (southeast corner) of the Sandoway House; ➢ Construction of an 80.6 sq. ft. concrete block garden shed with a 48 sq. ft. covered porch; and, ➢ A variance request to LDR Section 4.3.4(K) to reduce the side (south) building setback from 10' to 5.3'. SITE PLAN MODIFICATION ANALYSIS COMPLIANCE WITH THE LAND DEVELOPMENT REGULATIONS: Items identified in the Land Development Regulations shall specifically be addressed by the body taking final action on the site and development application/request. Community Facility (CF) Zoning District Development Standards: The following table indicates that the proposal either meets or exceeds the requirements of LDR Sections 4.3.4(K) and 4.4.21(H)(2), as they pertain to the CF zoning district. Required Provided Building Height (max.) 48' 23' Building Setbacks (min.) - Front 10' 92' Side (Interior)-south 10' 5.3'* (existing house and proposed addition) -north 10' 33'(house) 10'(shed) Rear 10' 44.5'(house) 26'(shed) Open Space 25% 46.24% *The variance request for this building addition is discussed below. HPB Staff Report Sandoway Nature Center —Class Ill Site Plan Modification Page 3 Parking Requirement Pursuant to LDR Section 4.6.9(C)(6)(g), the parking requirement for the CF zoning district is established by use. As the Sandoway Nature Center is considered a museum by use, parking is established at five (5) spaces per 1,000 square feet of floor area open to the public. The current square footage of the building is 3,688 sq. ft. Factoring in the additional square footage for the proposed second floor addition and garden shed, which totals 610.5 sq. ft., the total number of parking spaces necessary to support the enlarged facility is 22 spaces. -- In order to convert the Sandoway House from a single family residence to a public education facility/museum, the City entered into an interlocal agreement with Palm Beach County in order to provide adequate parking for the facility. Within this agreement, the City of Delray Beach provided 30 parking spaces adjacent to the site (to the south of the building), known as the Ingraham Parking Lot. Based on the required parking for the current square footage and the proposed additional square footage, 22 parking spaces are necessary. Once the parking calculation for the new proposal is factored, the existing parking lot has an excess of eight (8) spaces. VARIANCE REQUEST The applicant is requesting a variance from the 10' side interior setback requirement in order to permit the construction of a second-story addition to the historic building. Pursuant to LDR Section 4.3.4(K), the requirement for Community Facility(CF) zoning district is 10'around the perimeter of the property. The current side setback measures 5.3' based on the existing footprint of the building. Required Findings Pursuant to LDR Section 4.5.1(J), in addition to the required findings of LDR Section 2.4.7(A)(5) (copy attached), the Board may also be guided by the following as an alternative to the above criteria: (1) That a variance is necessary to maintain the historic character of property through demonstrating that: (a) A variance would not be contrary to the public interest, safety, or welfare; (b) Special conditions and circumstances exist, because of the historic setting, location, nature, or character of the land, structure, appurtenances, sign, or building involved, which are not applicable to other lands, structures, appurtenances, signs, or buildings in the same zoning district, which have not been designated as historic sites or a historic district nor listed on the Local Register of Historic Places; (c) Literal interpretation of the provisions of existing ordinances would alter the historic site to such an extent that it would not be feasible to preserve the historic character, of the historic district or historic site;and, (d) The variance requested is the minimum necessary to preserve the historic character of a historic site or a historic district. HPB Staff Report Sandoway Nature Center —Class Ill Site Plan Modification Page 4 (2) Or, as an alternative to Sub-Section (J)(1), that a variance is necessary to accommodate an appropriate adaptive reuse of a structure within a Historic District or upon a Historic Site through demonstrating that: (a) A variance would not be contrary to the public interest, safety, or welfare; (b) The variance would not significantly diminish the historic character of the Historic District or Site; and, (c) That the variance requested is the minimum necessary to effect the adaptive reuse of an existing structure or site. (3) The Board shall otherwise follow procedures and impose conditions as required of the Board of Adjustments. Analysis The variance would allow a second-story addition on the existing, non-conforming historic building. Granting the variance would not be contrary to the public interest, safety, or welfare based on the fact that the proposed addition is adjacent to_a public parking lot and is set back 44.5' from the residentially zoned property to the west. Special conditions and circumstances exist due to the historic nature of the property and based on the use of the surrounding lots as public parking. Further, as the addition is proposed on the second story within the existing footprint of the extant building, the addition will not further encroach into the side setback. The second-story addition will be constructed above the 24.83' portion of the building which currently encroaches into the side setback. Therefore, the variance requested is the minimum necessary to sustain the adaptive reuse of the existing, historic building. Given the conditions under which this variance is being requested it is reasonable to believe that the variance would be granted elsewhere under similar circumstances. Therefore, positive findings to reduce the side (south) set back from 10' to 5.3' can be made with respect to LDR Section 4.5.1(J) and 4.3.4(K). PROJECT DESCRIPTION/ANALYSIS LDR Section 4.5.1(E)(4), (E)(7) and (E)(8) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. These guidelines are as follows: The Board Shall Consider: (E)(4) A historic site, or building, structure, site, improvement, or appurtenance within a historic district shall be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, as amended from time to time. (E)(7) The construction of new buildings or structures, or the relocation, alteration, reconstruction, or major repair or maintenance of a non-contributing building or 4tructure within a designated historic district shall meet the same compatibility HPB Staff Report Sandoway Nature Center —Class Ill Site Plan Modification Page 5 standards as any material change in the exterior appearance of an existing non- contributing building. Any material change in the exterior appearance if any existing non-contributing building, structure, or appurtenance in a designated historic district shall be generally compatible with the form, proportion, mass, configuration, building material, texture, color, and location of historic buildings, structures, or sites adjoining or reasonably approximate to the non-contributing building, structure, or site. (E)(8) All improvement to buildings, structures, and appurtenances within a designated historic district shall be visually compatible. Visual compatibility can include but is not limited to: (a) height, (c) proportion of openings, (g) consistency in relation to materials, texture, and color of the façade of a building in association with the predominant material used in surrounding historic sites and structures within the historic district (h) roof shapes, and (j) scale of a building. Delray Beach Design Guidelines Additions Locate an addition as inconspicuously as possible, usually to the rear or least public side of a building. When possible, design and construct the addition so that the basic form and character of the historic building would remain intact if the addition were ever removed. Do not introduce a new architectural style, or too closely mimic the style of the existing building. Additions should be simply and cleanly designed and NOT attempt to replicate the original design. Accessory Structures New accessory structures should compliment the principal building and should be located to either the rear or the side of the principal building. Secretary of the Interior's Standards for Rehabilitation The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. Each property shall be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings shall not be undertaken. New additions, exterior alterations, or related new construction, shall not destroy historic materials that characterize the property. The new work shall be differentiated from the old and shall be compatible with the massing, size, scale, and architectural features to protect the historic integrity if the property and its environment. HPB Staff Report Sandoway Nature Center —Class Ill Site Plan Modification Page 6 New additions and adjacent or related new construction shall be undertaken in such a manner that if removed in the future, the essential form and integrity of the historic property and its environment would be unimpaired. Project Description The proposal involves the construction of a 529.9 sq. ft., second floor addition to the rear of the building (including the covered landing) and an 80.6 sq.-ft. shed to be located at the northwest corner of the property. The addition will measure 19'10" x 24'10" and will include a 6'0" x 6'0" covered landing. The addition will have a median height of 23' and will be constructed of wood frame with board and batten siding, 6/6 single hung sash, wood windows, and shingle, hip roofs to match that found on the remainder of the second floor. The addition will be constructed on what is currently a landing over the first floor and will therefore not increase the building's footprint. An existing stairwell, providing access to the first floor, will remain as a second means of egress from the second floor. The proposed garden shed will measure 10'8" x 8'0" (excluding the 12'0" x 4'0" covered porch) with a median height of 11' and will be wood frame and display clapboard siding, paired, divided light French doors, and a shingle, hip roof to compliment the adjacent frame building. An existing concrete slab is located at the northwest corner of the property. The new shed will be constructed in the same general location as the previous shed, however, the proposed shed does not encroach into the setbacks. Analysis Construction of the addition and the garden shed will not negatively impact the contributing status of the historic building as the addition is proposed to the rear of the building as directed by the Delray Beach Design Guidelines and the Secretary of the Interior's Standards for Rehabilitation. The shed will not encroach into the setbacks, however, the second story addition on the building will encroach into the side setback by 4.7' thus requiring approval of a variance (see analysis above). Neither the addition nor the shed will exceed the maximum height of 48'. Both will be painted white with green trim to match the existing color scheme. The proposed addition and garden shed are pragmatic in design and are consistent with those design elements, scale, and massing displayed on the original historic building. While the addition does compliment the original design elements of the building it blends into the building too seamlessly and should be differentiated more clearly from the original building in order to be noted as a recent addition. It is therefore recommended that the second floor addition display a varied type of siding in order to be differentiated from the original. Positive findings can be made with respect to LDR Sections 4.5.1(E)(4), (E)(7), and (E)(8)(a, c, g, h, and j), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation provided the condition of approval is addressed. • HPB Staff Report ` Sandoway Nature Center —Class Ill Site Plan Modification Page 7 REQUIRED FINDINGS Pursuant to LDR Section 2.4.5(G)(1)(c)(Class III Site Plan Modification), a Class III site plan modification is a modification to a site plan which represents either a change in intensity of use, or which affects the spatial relationship among improvements on the land, requires partial review of Performance Standards found in LDR Sections 3.1.1 and 3.2.3, as well as required findings of LDR Section 2.4.5(G)(5). Pursuant to LDR Section 2.4.5 (G)(5) (Findings), with a Crass III site plan modification formal findings under Section 3.1.1 are not required. However, a finding that the proposed changes do not significantly affect the originally approved plan must be made concurrent with approval of a Class III modification. The development proposal involves construction of a 529.9 sq. ft. second-story addition on the historic building and construction of an 80.6 sq. ft garden shed and associated variance. Pursuant to LDR Section 2.4.5(G)(5), this minor modification does not significantly impact the findings as they relate to consistency with the Future Land Use Map, Concurrency or the Comprehensive Plan. Compliance with the Land Development Regulations was discussed earlier in this report. The development proposal has a minor impact on Concurrency items as discussed below. Traffic Based on the increase in square footage to 4,298.5, the 610.5 sq. ft. museum building addition and shed will generate an additional four (4) average daily trips which can readily be accommodated on the adjacent roadways. The projected increase will therefore not negatively impact the traffic flow of the surrounding area. Solid Waste Requirements The proposed 4,288.5 sq. ft. museum (3,688 sq. ft. and the 610.5 sq. ft. addition and shed) will generate 3.43 tons of solid waste per year [(4,217.9 sq.ft. x 1.6 lb./sq.ft./year = 6,861.6 lbs/2,000 lb. = 3.43 tons)]. The Solid Waste Authority indicates in its annual report that the established level of service standards for solid waste will be met for all developments until 2021. ASSESSMENT AND—CONCLUSION The development proposal consists of a 529.9 sq.ft. addition on the rear (west) elevation of the Sandoway House and construction of an 80.6 sq. ft. garden shed. The proposed addition will increase the required parking to 22 spaces, however, per the interlocal agreement, 30 spaces are available in the parking lot to the south for this facility. The proposed design elements for the addition and the shed are complimentary to the extant historic building though the addition is not adequately differentiated from the original and should be easily distinguishable from the original exterior, which is attached as a condition of approval. The development proposal will be consistent with the policies of Chapter 3 of the Land Development Regulations and the Comprehensive Plan. HPB Staff Report Sandoway Nature Center —Class Ill Site Plan Modification Page 8 Further, granting the variance to reduce the side setback from 10' to 5.3' would not be contrary to the public interest, safety, or welfare. The variance requested is the minimum necessary to permit the adaptive reuse of the existing building. Given the conditions under which this variance is being requested, it is reasonable to believe that the variance would be granted elsewhere under similar circumstances. Based upon the above, positive findings can be made with respect to LDR Sections 4.3.4(K), 4.5.1 (J) and 4.5.1(E)(8)(a, c, g, h, and j) once the condition of approval, as stated in the staff report, has been addressed. : ALTERNATIVE ACTIONS A. Continue with direction. B. Approve the COA and the associated Class III site plan modification, design elements, and variance for the Sandoway Nature Center, 142 South Ocean Boulevard, based upon positive findings with respect to LDR Sections 4.3.4(K), 4.5.1(E)(4), (E)(7), and (E)(8)(a, c, g, h, and j), and Section 4.5.1(J), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to conditions: C. Deny the COA and associated Class Ill site plan modification, design elements, and variance for the Sandoway Nature Center, 142 South Ocean Boulevard, based upon a failure to make positive findings with respect to LDR Sections 4.3.4(K), 4.5.1(E)(4), (E)(7), and (E)(8)(a, c, g, h, and j), and Section 4.5.1(J), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. RECOMMENDATION By separate motion: Variance Approve the variance from LDR Section 4.3.4(K) to reduce the side building setback from 10' to 5.3' for a second floor addition to an existing contributing building at the Sandoway Nature Center, 142 South Swinton Avenue, based upon positive findings with respect to LDR Section 4.5.1(J). Site Plan Modification Approve the Certificate of Appropriateness and the associated Class Ill site plan modification for the Sandoway Nature Center, 142 South Ocean Boulevard, based on positive findings with respect to Chapter 3 (Performance Standards), and LDR Section 2.4.5(G)(5) (Findings) and the policies of the Comprehensive Plan. Design Elements Approve the COA for the design elements for Sandoway Nature Center, 142 South Ocean Boulevard, based on positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(7), and HPB Staff Report Sandoway Nature Center —Class Ill Site Plan Modification Page 9 (E)(8)(a, c, g, h, and j), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation, subject to the following condition: 1) That the siding on the second floor addition be varied from the original board and batten on the second floor of the historic building. Attachments: Proposed Site Plan, Elevations, Floor Plan, Survey, Map Staff Report Prepared by: Wendy Shay, Historic Preservation Planner • 4. b M POINT OF LOT 23 COMMENCEMENT NORTH LINE BEACH LOT 24, PLAT BOOK 1, PAGE 25 g b SET WITNESS S FOUND LOT 24 SANDOWAY PARK IRON ROD WITH POINT OF Z a ROD &CAP CAP / 4733 BEGINNING n a�,� d a LS / 4459 1.0'WEST --- WALL N89,•23'28"W 215.06' D/S EAST�', J' ASPHALT DRIVE FOUND 2'xt a B.2' WOOD SHED ON '• CONCRETE MONUMENT pp n 11 CONCRETE SUB CONCRETE CONCRET_J7 k N W B.2' STEPS WALK B,xi SHELLROCK "47 23.9' PARKING ro ASPHALT 3.2' R I 94.7' o O i7 �` _ f 1 `3.1' 8 `4. `` BRICK Lr J7• 12' 15.5' ►S' N O PLANTER J U CONCRET d Y - RAILROAD J ¢ 0 M 0 BLOCK \ ^ 415 w TIES Oqk 0 r STUCCO 6' WALL `, 7' 2 STORY WOOD /10 I-0 _ CONCRETE POOL 20' FRAME RESIDENCE 2.7_ I . 0 CO BLOCK / 142 STUCCO" ....., H TIE 4.9' N N L2 WALLa TIE 3.7' A/C UNITS , $ 0a. POOOL DECK. / 40.7' 14.4NCRETE ' 89.E' ^ ti CI WALL FOUND 7 �/ CONCRETE 0.35' IRON R00 20.7' :.../ W POLE �! WEST p OVERHEAD POWER LINES WI HT TH GUY ..>• MO ANCHOR �Wµ9 N89.•23'38"W `�POWERW 209.01' D/S w000� FOUND 4'x4' 0Z POWER CONCRETE NORTH POLE POLE MONUMENT m ENCROACHMENT SET WITNESS 7. LOT 24 IRONER ROO WITH CAP / 4733 1.0' WEST N N CA �.L LEGEND • m b 1 N P - PLAT j II D - DEED Cl) S s SURVEY g • M a MEASURED ) Cij C o CALCULATED 31 0/S/S a OBRIEN, SUITER, OBRIEN LAND SURVEYORS 1° cn 0 m 0 u Soievey • -r, 1 J 0 HOUSE LOWRY STREET MANOR HOUSE N.E. 1ST ST. w CONDO w_ \ D Z FIRE a VETERANS SUMMIT a a GROVE a NO 2 Q PARK CONDO w CONDO ATLANTIC I PLAZA t //� Q I- S BARB CE W 3 w CONDO ¢ SPANISHI 'ADELRAY BEACHL MARRIOTTZ `) RESORT ATLANTIC AVENUE O 1 [ WATERWAY EAST w w COMMERCIAL a 'a - CONDO a Q W > o v Q a �' BAR a o cn - Q HARBOUR co CONDO I _ Ct IO "I w ® =_ ■©llA11 = J= ►— t. ( """'- DOVER HOUSE CONDO w - __ Q _-0 OCEAN PLACE'' --I' _ " CONDO • M� �- m =II I ''C INGRAHAM\ A QM (Q, ii. .-■ JARDIN DEL MAR ( W - JCONDO ( v ■ OCEAN TERR. I 0 SEAGATE ■ OCEAN TERR. I - Q TOWERS ■ Ij i, - f- - i -LI •l! M!ll S T. �} Q - i 0 < WINDEMERE HOUSE ~ C.) w CONDO > BAY STREET _ LANIKAI VILLAS CONDO _ ,z LANGER WAY Q i w (n 1 N SANDOWAY HOUSE • —71111111111"-- SUBJECT AREA PLANNING DEPARTMENT ici����;ii;�;; CITY OF DELRAY BEACH. FL ••••••'••' -- DIGITAL BASE MAP SYSTEM -- MAP REF: LM087 uutwveFAPi uuaAroucH HISTORIC PRESERVATION BOARD" MEMORADUM STAFF REPORTill '.UU1 - 199J 1U01 Agent: Gary & Toni Eliopoulos Project Name: Amelung House Project Location: 102 NE 12th Street ITEM BEFORE THE BOARD The item before the Board is consideration of a COA for elevation changes and a waiver request for 102 NE 12th Street, the Amelung House, pursuant to LDR Sections 2.4.6(J) and 4.1.4(C). • BACKGROUND The subject property consists of Lot 9, Block 6, Dell Park subdivision, which is zoned R- 1-AA (Single Family Residential) and currently contains an individually listed, contributing historic house, known as the Amelung House. The subject property is located on the south side of NE 12th Street, approximately 300' east of North Swinton Avenue. Originally located at 1125 Vista Del Mar Drive, the Sears & Roebuck kit house, constructed in 1937, was relocated to its present location in September 2003 due to a threat of demolition. During its meeting on June 18, 2003, the Historic Preservation Board reviewed the designation report for the relocated dwelling. At its meeting of July 16, 2003, the Board held a public meeting to discuss the proposed designation and recommended to the City Commission approval for the individual historic property designation. On August 19, 2003, the City Commission on second reading approved Ordinance No. 25-03, to individually list the historic property in the Delray Beach Local Register of Historic Places. The applicant is now before the Board for an elevation change to create an entrance on the front of the building and to request a waiver to allow the development of Lot 9, Block 6, Dell Park. PROJECT.DESCRIPTION, The two-story, four bay, frame house displays wood shiplap siding, casement windows, a front-facing gable entryway, and side-facing gable roof with two symmetrical, gabled dormers. A chimney lies to the west of the center of the building, asymmetrical to the entryway. The façade is symmetrical with the exception of the one-story extension on Meeting Date: October 1, 2003 Agenda Item: III.B. Amelung House-102 NE 12`h Street Elevation Changes &Waiver Request ' Page 2 the east elevation (a later addition). The proposal includes the orientation of the building with the original front façade (displaying dormers) facing the side interior (east property line), due to the lot configuration. This re-orientation mandates the creation of a new entrance on the north elevation in order to maintain the solids to voids pattern consistent with the surrounding neighborhood. The new entrance will include the installation of a gable hood with decorative knee braces which are intended to mimic the front facing gable roof above. The door hood will shelter a multi-light single, panel door which is centered on the north elevation to provide access on the front façade into the first floor of the house. Development of the non-conforming lot requires approval of a waiver by the City Commission. Analysis of this request follows. WAIVER ANALYSIS. The waiver request is to allow the development of Lot 9, Block 6, Dell Park, a vacant lot that does not currently meet the minimum lot requirements of 75' width and frontage or the minimum square footage of 9,500 square feet of the R-1-AA zoning district. The non-nonconforming lot measures 50' x 140' and is 7,000 square feet in area. The lot is currently owned by the adjacent property owner (also the applicant for this proposal) to the east of Lot 9 that encompasses the west half of Lot 7 and all of Lot 8 and measures 75'x140'. According to LDR Section 4.1.4(C), if two (2) or more adjoining lots of record are under the same ownership they shall not be developed except in accordance with the minimum frontage and the lot area requirements. Approval of the waiver would allow the relocated house to be permanently located on Lot 9 also known as 102 NE 12th Street, adjacent to the owner's current residence at 106 NE 12th street (the west half of Lot 7 and all of Lot 8, Block 6, Dell Park). REQUIRED FINDINGS: Pursuant to LDR Section 2.4.7(8)(5), prior to granting a waiver, the granting body shall make findings that the granting of the waiver: a) Shall not adversely affect the neighboring area; b) Shall not significantly diminish the provision of public facilities; c) Shall not create an unsafe situation; and, d) Does not result in the grant of a special privilege in that the same waiver would be granted under similar circumstances on other property for another applicant or owner. Immediately west of the subject property there are three 50' wide lots, each occupied by a single family home. To the north, across the street, exists single family homes on 50', 60', and 65' wide lots. The predominant development pattern along this section of NE 12th Street (between Swinton Avenue and NE 2nd Avenue) consists of single family homes constructed on lots less than the required 75' width and 9,500 sq. ft. area, with 50' being the prevailing lot width. Based on the existing development pattern, the waiver can be supported. Amelung House-102 NE 12th Street Elevation Changes&Waiver Request Page 3 Given the discussion above, the waiver request will not adversely the neighboring area or is a special privilege being granted as other non-conforming lots already exist in the neighborhood. No public facilities will be at risk and no unsafe situations shall be formed by the granting of this waiver. Therefore, positive findings with respect to LDR Section 2.4.7(B)(5) can be made. ANALYSIS . . LDR Section 4.5.1(E)(8)(g) "Development Standards" provides guidelines in evaluating Certificates of Appropriateness for the alteration or addition of exterior architectural features. The guidelines are as follows: The Board Shall Consider: (E)(4) A historic site, or building, structure, site, improvement, or appurtenance within a historic district shall be altered, restored, preserved, repaired, relocated, demolished, or otherwise changed in accordance with the Secretary of the Interior's Standards for Rehabilitation, as amended from time to time. (E)(8) All improvements to buildings, structures, and appurtenances shall be visually compatible. Visual compatibility shall be determined in terms of the following criteria: (b) Front Facade Proportion: The front façade of each building or structure shall be visually compatible with and in direct relationship to the width of the building and to the height of the front elevation of either adjacent or adjoining buildings within a historic district. (c) Proportion of Openings (Windows and Doors): The openings of any building within a historic district shall be visually compatible with the openings exemplified by the prevailing historic architectural styles within the district. The relationship of the width of windows and doors to the height of windows and doors among buildings within the district shall be visually compatible. (d) Rhythm of Solids to Voids: Front Facades: The relationship of solids to voids in the front facade of a building or structure will be visually compatible with the front facades of historic buildings or structures within the district. (e) Rhythm of Buildings on Streets: The relationship of buildings to open space between them and adjoining buildings shall be visually compatible with the relationship between historic sites, buildings, or structures within a historic district. (f) Rhythm of Entrance and/or Porch Projections: The relationship of entrances and porch projections to the sidewalks of a building shall be visually compatible with the prevalent architectural styles of entrances and Amelung House-102 NE 12th Street Elevation Changes &Waiver Request Page 4 porch projections on historic sites, buildings, and structures within a historic district. (g) Relationship of Materials, Texture, and Color: The relationship of materials, texture, and color of the facade of a building shall be visually compatible with the predominant materials used in the historic sites, buildings, and structures within a historic district. (k) Directional Expression of Front Elevation: A building shall be visually compatible with the buildings, structures, and sites in its directional character, whether vertical, horizontal, or non-directional. The following is suggested by the Delray Beach Design Guidelines regarding relocation: Location is an important element in satisfying the integrity requirement. The location, (the place where the property was constructed or the place where the historic event occurred), is important in determining its character, why it was created, and its relationship to the history of the area. If a property is moved, it may lose its historic significance unless it can be demonstrated that: • The new location is sufficient in size and character to recall the basic qualities of the original historic environment and setting; • The property is oriented appropriately in relationship to its historic natural and/or manmade surroundings; and, • The relationships between such historic features as landscaping and foundations are maintained. The Secretary of the Interior's Standards for Rehabilitation suggest the following: The historic character of a property shall be retained and preserved. The removal of historic materials or alteration of features and spaces that characterize a property shall be avoided. Each property shall be recognized as a physical record of its time, place, and use. Changes that create a false sense of historical development, such as adding conjectural features or architectural elements from other buildings shall not be undertaken. Deteriorated historic features shall be repaired rather than replaced. Where the severity of deterioration requires replacement of a distinctive feature, the new feature shall match the old in design, color, texture, and other visual qualities and, where possible, materials. New additions, exterior alterations, or related new construction, shall not destroy historic materials that characterize the property. Amelung House-102 NE 12th Street Elevation Changes &Waiver Request Page 5 Conclusion The proposal includes the creation of a new gable entrance on the single family home and a waiver request to permit the accommodation of the historic single family home. While the orientation of the building is not that of its original design, the re-orientation and alteration to the front elevation can be supported based on the retention of the historic home (being saved from demolition), consistency with the solids to voids pattern on the front elevation, and that the proposed alterations are complimentary and reversible and are the minimum required to accommodate the adaptive use of the building in its new location. Based on the analysis above, positive findings with respect to the LDR Sections 4.5.1(E)(4), and (E)(8)(b-g) and (k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation can be made. REVIEW BY OTHERS; On September 18, 2003, the Delray Beach Board of Adjustment reviewed and approved a variance request (5-0) to reduce the side (west) setback from 10' to 4'8" for Lot 8, Block 6, a portion of the property at 106 NE 12th Street which lies adjacent to (east of) the historic house at 102 NE 12th Street. The variance allows the retention of an existing guest cottage to the rear (southwest corner) of the property on Lot 8. This was submitted in anticipation of the proposed waiver to facilitate the placement of the historic house on Lot 9. AL-TERNATIVE AC:TIONS. . A. Continue with direction. B. Recommend to the City Commission approval of the waiver and approve the COA for 102 NE 12th Street, the Amelung House, based upon positive findings with respect to Sections 2.4.7(B), 4.5.1(E)(4) and (E)(8)(b-g) and (k) of the Land Development Regulations and the policies of the Comprehensive Plan. C. Recommend to the City Commission denial of the waiver request and deny approval of the COA for 102 NE 12th Street, the Amelung House, based upon a failure to make positive findings with respect to Sections 2.4.7(B), 4.5.1(E)(4) and (E)(8)(b-g) and (k) of the Land Development Regulations and the policies of the Comprehensive Plan. RECOMMENDATION .. By Separate Motion: Waiver Recommend to the City Commission approval of a waiver from LDR Section 4.1.4(C) to allow the development of Lot 9, Block 6, Dell Park, for the property 102 NE 12th Street, Amelung House-102 NE 12th Street Elevation Changes&Waiver Request Page 6 the Amelung House, based upon positive findings with respect to LDR Section 2.4.7(B). Certificate of Appropriateness Approve the Certificate of Appropriateness for elevation changes associated with a COA for 102 NE 12th Street, the Amelung House, based upon positive findings with respect to LDR Sections 4.5.1(E)(4), (E)(8)(b-g) and (k), the Delray Beach Design Guidelines, and the Secretary of the Interior's Standards for Rehabilitation. Attachments: Site Plan,Elevations,Aerial, Survey, &Map Report Prepared by:Wendy Shay,Historic Preservation Planner • • • I AVEWUEINToI.I' �.^ �I�I _ 11 ITT lO�,4�1 THE WEST M OF LOT 7AND ALL OF LOTS 8 AND 9,BLOCK 6 °, - ° DELL PARK fn No p,<,Nctt_ It 31500' 1. i w1'NE Q ,K°24,•'4e2„ , - L According to the plat recorded in Plat Book 8,Page 56, recorded in the public 1 . `� fo.,No 2''X2" I 27• Oo i+ d records of Palm Beach County,Florida;said land situate, lying, and being in GoNc✓;E.� 70 r' mo Ni vN t JJ T ��- (�`� Palm Beach Cotcnty,Florida. 0 0 AsPµAL.T ! 10.7 t mot PF� r1dNvMF�lT �� I SEE • ?1N , • ,�'1NpTC o ' r c loco I-1,E, Iz1 STREET ' • pp d .,,11 o G,, T,�,,,, .zz O V' I U PL.'N'TER. �`'`','r•`Y DLhL�I'I,F(+ cu{- N ....tST.,, :_:.L L EA9Tv1EW `'"'t l.t (F i; -n5 ' BEARINGS SHOWN HEREON ARE RELATIVE TO PLAT HE.; He 11112 •ppgK v ^tip v f' 3 - -J ` AND ARE ASSUMED. o-BOWVE HIe r ry St ep , dy �A i t 4 , I'�'•�, >--fIZre'1 20,e,0 , ` ELEVATIONS SHOWN HEREON ARE BASED ON '�j SL "'•' 13 '.•SY • ;�?1jB ibs • . ^y,a,Yp•RRR 0 H NATIONAL GEODETIC VERTICAL DATUM OF 1929 6Y "� �'DE telo9, i' ^ QO `DJC0. 1 . ' o UNLESS OTHERWISE NOTED. 1 Tic may. "; P Well& � ' �7T11g1r4• Ut' NO BELOW GROUND IMPROVEMENTS,FOOTERS, > / ve►o ri' ?.. 1n NORTH G o > r. '' 10 ST r •.f..- pT- Q FOUNDATIONS OR UTILITIES HAVE BEEN LOCATED N .• d M°K EE LA,4, µ O W c' ). 'rf, I•ST 1! OR SHOWN ON THIS SURVEY. S • 9 T -1 tT�^ f' Gc 1 r a'�1'1 '® Not to Scale •Z _ ('� 0 A . RESI (� c. NO ABSTRACT OR TITLE SEARCH WAS PERFORMED '1 . ' " �•��' 4 0 �+ ---I -1-'-1 BY THIS OFFICE TO DISCOVER THE EXISTENCE IF ANY i I v... ' • (Mire • * .� Vicinity T M •a EASEMENTS OR RESTRICTIONS OF RECORD. •=— -• 4. 'r� ' '; - . ate' ^" ' Map • t O , Q \ Q <t 4,. <20,4.0=- O tic, O.R.B.=official record book Tren.:trenetonner pad P.B.=plat book P=plat PO.=page w ; 1� S,0 , yet f3 r. O R C.B.S.=concrete block etrueture F.P.3 L ee Florida Power&Light Typ=typical JY=power pole I.R.=iron rod ` P.C.C.=point of compound curve CM=concrete monument RIW=right-of•wey M=measured R=radius • /j P,C.P,=permananent control point P.R.C.a point of reverse curve A.central angle I.P.=iron pipe D=deed Wu .> C, P.O.C.=point of commencement P.I.=point of intersection BQ=bearing basis line RP=radius point 0/S=offset - r X ' % P.O.B..point of beginning PT.=point of tangency Mph=asphalt L=aro length Cone=concrete 1 L- 1 - 4 { �> D/E=drainage easement *=not field measured MH.=manhole CL=centerline Esmt=easement S . O c. C.M.P.=corrugated metal pipe WPF=wood privacy fence U/E=utility easement ALUM.=aluminum Calc=calculated - •, 4. , ) ' . / R.LS.=registered land surveyor Chaff=chattahoochee CLF=chain link fence P.C.=point of curvature ,mow r S2.9.4' 4, / LB.=licensed business ELEV.elevation P.R.M.=permanent reference monument TO f•$� 4', w •.Na p°N ��a�o ? C • 01l t7-} Renner,Burgess, Inc. Certified To: W, L•jt; iy P� 21 QI \��� 1 S.E.4th Ave.,Suite 205 STt I • (a yZ I z Delray Beach,FL 33463 GARY ELIOPOULOS AND ALISON ELIOPOULOS z 0 Phone 561.243.4624 OIIIO SAVINGS BANK, Nl 2� M�fit- t1,2' - '�� l;.t'` n w ' Fax 243.4869 N 2 5}f EV t1£V, f. / t,,,,,, West Palm 735.7839 Its Successors and/or Assigns As Their Interest May Appear Z Irl r o West Palm fax 735.7841 pp1 AA --- - PERRY&KERN,P A o 7�-1N 10 1 - Toll Free 1•800.773.6531 i5 A,70` 2..1, 1 J t Fax Free 1.800-954.4408 ATTORNEYS'TITLE INSURANCE FUND,INC © 0j . �.1 Aulhodoatlon Number Lae504 Flood Zone: !IX J Rr 10. r <r a 1 i'- t1 1_F �' r n.-'/(—/A-- I here y ertify'that the Sketch of Boundary Survey shown hereon Map No:IZIQZ Z (7 meet b minimu technical standards set forth in Chapter 81G17.8, p I �-131 2 00 F kt „4 Flora dministra'ye Coda p ant to Section 472.027, Florida Ma Data: Not valid unless •• 9oNc,Z'X211 ` Statu .0t'iCP,z, �O r 21 of t-o-(' ' Date: 8-I5.OZ. sealed with embossed • MDhIVr f3lrET I LO i Z II' Job No: �J��O�7•= surveyor's seal L SLOG� : —Her .B rge sl P.LS.No.5089 Revised: .-!,-4,- --„-•''• 4- •-'-.-.,,,,,-'''''''-)r-. .....,''''' '''-i"::':•:'-':„-: .".4r21:Jil. t':. ;',';-'''' -iiiiiii "'''.' ri.'-'r-.'-'i-'-','• ,.- , • iari,i;r:,:rr'•F '' c k xg ' 444- } ' , 6r1Pa Y ..{ 4 ' C." r e R Ei,..Oiiiiii A , r r +a '-ef� C l IF4 [ .'°ws'.. �:.RRb. � E ""r".'t•�a f r ��,". i �,' sI N E TH r STREETT k'1 -. y & .i. ! !A §•..73 to • $ ally 11s -s<. _ ..,„L •' •"r ylh,-,X i` -7;-i--:.:!,!.,,,:,„i js,'s -- �► ,' vim", 4` ilk .r !�,L{•C k t i 1�-, ?t_.�,: 3' {„'` s7'. ^ �f...,), `-i<'4 1H1,3 44 t !'"' I S ti ram: ,fV M ... • �'i ^ , ,�'ti- t ``31 -,e r` ""d $ E^' � � :; � ;.i2S# i 'z icy t 1 :$i" N.E. �2TH 'I'RE T I c r _ { .x , 'x ,I YEt ' i 1 F 9Y _t [ � . It � . Yn;' z . K z . y 143 ." > w z A I � Y _; b k p 01�J ; :ty,.._ ' £ br7' f ' { -�.^'( Ny f ,•,j 111111111 0 'A} # . i i sszgo , ,fw 1t... x».A- f" 'y�r" ,i,,+ t '1 c/�"" ' ,� I 3y'•,j3!f+*ri..� E . i '� "i'Y ,. -"s"a4 ram$ °� "s` Y.71 p>, k3> '7 i. ,-,r---.04r- -' . : ." ., !. .'7-' ik + 'ate ,avx-x: . r+ 'dry e ; ,4 3rti6 + a � t �".r�- s'SNd'�+lYl ' t s 4v may .nodIa . � , a I 3 ,, . ., i ~'-y�e �.'4� ta_ A` '. y�� l 't - }..'`� # f -- . I:ill '14'..''' ':eillir''''''::'":'''''.:::-'r4":-'7';:444114',1::::;°i;- ',::;:it'':.'•'L'ET!','14--,';;/:ii,::',!fr'''' ,•':.-•,,,,,:ii':',::':',i':'-i'''''' 'l:rii''''''J''..i'-''''''''''::':': '''''''':::i'll'''' '•::' -:::'"1";,!'.:.,i'':(''';';'1.r ':;:'''''''4':".'i't.',.,,,;-..,.i.'1';'''.'::::"';'':7:.';'.1•7::::i::':,.,„.%:::4",:'.:.',':':'::',.','Ilit'H'''.!!,1'.,:r11' "'--;:',::,:::',J,••,6'171.1t, -:E:''',',.': iriF E i I I:t- Y.."-'. F i,Y ;,-.--"-=."riii'' :.„- " -"-..''.'. -'' - ' '' ' ' ' ' ':.::'''' '' ' t �� 3� " " f f"" i l; �i „.� c � v v»' ri yi ,erg t'id ;t f`• "�' ,,.,: §. 'I: 1 Y. Cal- ✓{ • f5 Y S :.e t N --igmmm' AMELUNG CITY OF DELRAY BEACH, FL WAIVER REQUESTHOUSE PLANNING do ZONING DEPARTMENT AERIAL PHOTOGRAPHY DATE: JAN. 2003 -- DIGITAL BASE MAP SYSTEM -- MAP REF: LMA163 I I I I I 4. \ I I 1 (...... -- LEGEND -- > uI1I HOUSE Ian". / N. E. 14TH ST. o HIGHLAND - - - z N PROPOSED *NI " ( RELOCATION o� z IIIIIIIII. as SITE N.E. 13TH ST. WAIVER REQUEST 122./ T N.W. 12TH ST. 102 N.E. 12TH STREET IN.E. 12TH ST. SUBJECT AREA R-] _ , \\\\\\7i m 0 g N PROPERTY BOUNDARIES m r `F- r 1 N.W. `'11TH ST. N.E. 11TH T. L 1 II I l SUPPLEMENTAL INFORMATION IN PCNt.124346-09-28-006-0071 in N.E. 10TH ST. APPROXIMATE ACREAGE:0.40 e Lli ABRIDGED LEGAL DESCRIPTION: > _ LL. DELL PARK,LOT 9,BLK 6 Z ZONING:R-1-AA(SINGLE N.E. 9TH ST. FAMILY RESIDENTIAL) N.W. 9TH ST. FLUM:LD(LOW DESNITY RESIDENTIAL,0-5 UNITS/ACRE) EXISTING LAND USAGE: RESIDENTIAL o N.w. 8TH ST. o . BUSH BOULEVARD z ¢..uj 11111111111111 W ITHIN CAYSIS ZONE:I cv - 1 [7/1 •. WITHIN...... CENSUS TRACT:6.2 N.W. 7TH ST. .■ -111111 . N.E. 7TH ST. 49 -- \,P • / N ---\ 3 , m , ' Z ~Mill ,, X ZONING DEPARTMENT N.W. 6TH ST. •• N.E. 6TH ST. , , P�� �, iff W �--E f, - __' 3 L ` ,♦ 44T/'7 _Q ` ♦, 1Le ♦ M 1 S Iz ♦ ♦ WOOD LANE �\ I a_ 1 LONG-RANGE DIVISION T 11 z DIGITAL BASE-MAPPING N —�, I ,,♦ I GEOGRAPHICSTEM INFORMATION o}�' N.E. 5TH CT. 1 >2 W i MI= MAP BEFEBENCEP Lar708A a 1 j — SEPTEMBER 2003-- I ol F D I, - TRINITY N.E. 5TH ST. --111 LUTHERAN I xI W W_ 4■z HJZ� I �r,�j o , PV � LAKE IDA ROAD N.E. 4TH ST. \Y a . I PUS I \ OFFICE I I 10/15/03 .i 'C 11/5/03 i -