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REVIEW COMMENTS TO: THRU: FROM: DATE: PROJECT NAME/NO: REQUEST: DEVELOPMENT DEPARTMENT PLANNING AND ZONING DIVISION MEMORANDUM NO. PZ 04-205 STAFF REPORT Chairman and Members Planning & Development Board and City Commission Michael Rumpf Planning and Zoning Director Eric Lee Johnson, AICP 4- Planner (] August 17, 2004 Church of Jesus Christ of Latter-day Saints / MSPM 04-002 Major Site Plan Modification Property Owner: Applicant: Agent: Location: Existing Land Use: Existing Zoning: Proposed Use: Acreage: Adjacent Uses: North: South: East: PROJECT DESCRIPTION The Presiding Bishop of The Church of Jesus Christ of Latter-day Saints Corporation of the Presiding Bishop of The Church of Jesus Christ of Latter-day Saints, a Utah corporation sole Mr. Franz J. Shropa, AlA Northeast corner of Woolbright Road and Knuth Road (see Location Map- Exhibit "AU) Medium Density Residential (MDR) Planned Unit Development (PUD) 5,004 square foot addition to existing church 4.26 acres (185,570 square feet) Developed residential (Belmont) with a Medium Density Residential (MDR) land use classification, zoned Multi-famly residential (RM); Right-of-way for Lake Worth Drainage District Canal L-26, then further south is right-of-way for Woolbright Road, still further south is developed residential (Quail Run Villas) with a Low Density Residential (LDR) land use classification, zoned Planned Unit Development (PUD); Developed residential (Lakes of Tara) with a Low Density Residential Staff Report - Church of Jesus Christ of Latter Day Saints (MSPM 04-002) Memorandum No PZ 04-205 Page 2 (LDR) land use classification, zoned Planned Unit Development (PUD); and West: Right-of-way for Knuth Road, then farther west is a developed golf-course (Quail Ridge Golf Course) with a Low Residential (3) land use classification, zoned Palm Beach County Agricultural Residential (AR). PROPERTY OWNER NOTIFICATION Owners of properties within 400 feet of the subject major site plan modification were mailed a notice of this request and its respective hearing dates. The applicant certifies that they posted signage and mailed notices in accordance with Ordinance No. 04-007. BACKGROUND Proposal: Mr. Franz J. Shropa is requesting major site plan modification approval for the construction of a 5,004 square foot addition to an existing 11,755 square foot church for a total of 16,759 square feet. The City Commission approved the original site plan (NWSP 00-010) for the one-story church on August 1, 2000. The site plan was subject to 21 conditions of approval. According to the applicant, the classrooms that are in the building are used for religious teaching purposes and would not be used for shop classes. Also, the number of seats in the chapel area would increase by 88 seats, from 172 to 260 seats. Site Characteristic: The survey shows the site has been developed with the church with its required drive aisles and parking areas. The parcel was previously vegetated with trees and undergrowth of a native scrub habitat. At that time, the City Forester required the preservation or relocation of the 73 specimen trees. The northern area of the subject site contains a 0.76-acre detention lake for the Planned Unit Development (PUD). ANALYSIS Concurrency: Traffic: A traffic statement for this project was submitted and sent to the Palm Beach County Traffic Division for their review and approval. The Traffic Division certifies that the proposed expansion meets the Traffic Performance Standards (TPS) of Palm Beach County. However, no building permits are to be issued after the 2005 build-out date (see Exhibit "C" - Conditions of Approval). Drainage: Conceptual drainage information was provided for the City's review. The Engineering Division has found the conceptual information to be adequate and is recommending that the review of specific drainage solutions be deferred until time of permit review (see Exhibit "C" - Conditions of Approval). School: School concurrency is not required for this type of project. Driveways: This project has two (2) existing 22-foot wide driveway openings on Knuth Road. Staff Report - Church of Jesus Christ of Latter Day Saints (MSPM 04-002) Memorandum No PZ 04-205 Page 3 The driveway separation, measured from centerline to centerline, is 305 feet. Both driveways accommodate two-way traffic. The proposed addition has no impact on the driveways. Parking Facility: Required parking for churches are based on the following ratios: one (1) parking space per four (4) seats in the sanctuary, one (1) space per 100 square feet of youth meeting room, one (1) space per 500 square feet of classroom area, and one (1) space per 300 square feet of church office. Therefore, a total of 136 parking spaces would be required subsequent to the proposed interior renovations coupled with the proposed building addition. The site plan (sheet SD1.1) indicates that there are 137 existing parking spaces on-site, an excess of one (1) extra space. No new parking spaces are proposed other than the new handicap accessible spaces. These new spaces would adhere to the dimensions of current standards. The number of standard parking stalls in conjunction with the design of the original parking lot was previously planned for this type of building expansion. Landscaping: The site plan tabular data (sheet SD1.1) indicates that the proposed open space or "pervious" area would be 1.99 acres or 46.7% of the site. The landscape plan (sheet Ll.1) shows that several Slash Pines and palm trees would have to be removed as a result of the proposed expansion. These trees, in particular, the Cabbage palms, would be relocated elsewhere on-site. Generally, the survivability of relocated, mature Slash pine trees is low so it makes more sense to replace them with a similar and hearty, native shade tree. The front of the building addition would be "softened" with clusters of Dwarf Schefflera. Also, the project's existing landscaping was originally designed in 2000, prior to the revisions made to the landscape codes. Therefore, the landscaping for the entire site would have to be brought up to current standards because this application is a major site plan modification. In response to the new landscape code, the front (west) landscape buffer along Knuth Road would still contain the existing Live Oak trees but new plant material would also be installed as well. According to the master plan list itemized on sheet L1.2, this new plant material would include the following species: 149 Variegated Dwarf Schefflera, 42 Pine Land Allamada, 88 Wild Allamanda, 107 Simpson's Stopper, 42 Sweet Acacia, and four (4) Tibouchina granulsola trees. However, the plant list does not indicate the total number of existing and proposed native trees and shrubs. It is believed that at least 50% of the plant material is native but staff cannot confirm this at this time. Therefore, at the time of permitting, a revised landscape plan plant list is required to ensure compliance with Chapter 7.5, Article II, Section 5.P. of the Land Development Regulations. The plans should provide the overall percentage of native plant material by categorizing the following plant types: canopy trees, palm trees, and shrubs / groundcovers. Staff recommends using an asterisk to identify the native plant material (see Exhibit "C" - Conditions of Approval). Building and Site: The proposed building addition was planned when the church was first constructed several years ago. This major site plan modification now represents the proposed expansion. The building and site design as proposed would generally meet code requirements when staff comments are incorporated into the permit drawings. The Staff Report - Church of Jesus Christ of Latter Day Saints (MSPM 04-002) Memorandum No PZ 04-205 Page 4 church would be a total of 16,759 square feet upon completion of the building addition. The site plan tabular data (sheet SD1.1) itemizes the uses and varying room sizes inside the building. The list includes the following uses: auditorium, office, recreation, elementary classroom, and secondary classroom. Design: The existing church building is constructed from Indian red brick. The building's architecture reflects a traditional church design complete with a steeple constructed in white aluminum. The roof is made of charcoal gray architectural grade fiberglass shingle. The north and south entrances mirror each other and consist of three (3), paned doors topped by large clerestory windows. Although the design is different from the residential development of the PUD, it is not incompatible. The subject property and the residential development to the north are separated by a detention lake, which allows the church to stand alone in terms of its design. The eaves, window frame, doors, fascia, brick, and roof of the proposed building addition would match the existing structure. A note on the elevation indicates "all materials and colors will be consistent and uniform on all buildings on the site. The existing church, the new church, and the existing storage building will have identical materials and colors". However, the center section (shown on the west elevation of sheet A-3) would be made of solid white block material, which is used to break up the solid brick. Signage: The elevations show that the existing wall sign, approximately 15 square feet in area, would be removed from its current location on the west building fa~ade and relocated to the same position on the west fa~ade of the building addition. A note on the elevations (sheet A-3) indicates that the sign surface would be made of stone. The applicant informed staff that the materials used in the construction of the sign is shipped from Utah. The sign area would comply with the Land Development Regulations. RECOMMENDATION: The Technical Review Committee (TRC) has reviewed this request for major site plan modification and is recommending approval contingent upon satisfying all comments indicated in Exhibit "C" - Conditions of Approval. Any additional conditions recommended by the Planning & Development Board or City Commission shall be documented accordingly in the Conditions of Approval. 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MrlI1U RlJ~[]Cct.PoPoNCyAl![AtI'LDDIlPL-AN FDRPARlfINGCI\l.cu......'IOMPUIlPOSES EXHIBIT "B" -""""'- -~ "LlTID-MY ~ "'WlnlllHS'''ll[lI/lT/~ TDlI'EDNlOtlIlEACHIo'llRlI WSTI'J\UlJ[Al:H, rU:RIIlAS11III([ ~oo~]1 lAJ IIWIZRIIIDfI.......AU. ~.1ltoIMIa.1I'Ie JI.....7mlll'\ltNlL$UfYt """'.1.....~..333lY -- I I EXHIBIT "C" Conditions of Approval Project name: Jesus Christ Church of Latter Day Saints File number: ~SP~ 04-002 Reference: 2nd review plans identified as a ~aior Site Plan ~odification with a July 20. 2004 Planning and Zoning Department date stamp marking, , , DEPART~ENTS INCLUDE REJECT PUBLIC WORKS - General Comments: None PUBLIC WORKS - Traffic Comments: None ENGINEERING DIVISION Comments: 1. Show all existing utilities on Site Development plan (LDR, Chapter 4, Section 7,A.3). 2, Show all existing drainage on the plans. Show or provide documentation that the existing and proposed storm water system is adequate to handle the proposed addition. 3. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5, will be required at the time of permittinf!. 4. Paving, Drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES Comments: 5. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g.p.m. (500 g.p.m. some residential developments) with 20 p.s.i. residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-l6(b)). COA 08/17/04 2 , II DEPART~ENTS INCLUDE REJECT 6. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application, FIRE Comments: None POLICE Comments: None BUILDING DIVISION Comments: 7. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2001 FBC, Section 1606 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application, 8. At time of permit review, submit signed and sealed working drawings of the oroposed construction, 9. Vertical accessibility to the second floor area shall be required per the 200 I FBC, Sections 11-4,1.2, 11-4-1.3(5) (New Construction) and Section 11-4.1.6 (Alterations). 10. From the F~ map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. II. If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: ~ The full name of the project as it appears on the Development Order and the Commission-approved site plan. )> The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) COA 08/17/04 3 , II DEPARTMENTS INCLUDE REJECT 12. Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 13. This structure meets the definition ofa threshold building per F,S. 553.71(7) and shall comply with the requirements ofF.s. 553.79 and the CBBA to the 2001 FBC, Sections 105.3,1 through 105.3,6. The following information must be submitted at the time of permit application: The structural inspection plan must be submitted to the enforcing agency prior to the issuance of a building permit for the construction of a threshold building; All shoring and re-shoring procedures, plans and details shall be submitted; All plans for the building that are required to be signed and sealed by the architect or engineers of record shall contain a statement that, to the best of the architect's or engineer's knowledge, the plans and specifications comply with the applicable fire safety standards as determined by the local authority in accordance with this section and F.S. Section 633. 14. The minimum number of sanitary facilities shall comply with the 2001 FBC, Plumbinl!:, Table 403. PARKS AND RECREATION Comments: None FORESTERlENVIRONMENT ALIST Comments: 15. At the time of permitting, a revised landscape plan plant list is required to ensure compliance with Chapter 7.5, Article II, Section 5,P. of the Land Development Regulations. The plans should provide the overall percentage of native plant material by the following categories: canopy trees, palm trees, and shrubs / lIToundcovers to ensure comnliance with this code requirement. PLANNING AND ZONING Comments: COA 08/17/04 4 , , DEPARTMENTS INCLUDE REJECT 16, The Traffic Division certifies that the proposed expansion meets the Traffic Performance Standards (TPS) of Palm Beach County. However, no building permits are to be issued after the 2005 build-out date, 17, The parking calculation table (as shown on sheet PZl.l) should indicate that 136 parking spaces are required and that the plans provide an extra parking snace, Revise the note to reflect the same. 18. On the site plan tabular data (sheet SDl.l), indicate all project information under the "Sq,ft" and "% of site" and ensure that it is comolete and accurate. PLANNING & DEVELOPMENT BOARD CONDITIONS: Comments: 19. To be determined. CITY COMMISSION CONDITIONS: Comments: 20. To be determined, ~WRJelj S:\Planning\SHARED\WP\PROJECTS\Church of Jesus Christ of Latter-Day- Saints\MSPM 04-002 Expansion\COA.doc FRANZ JOSEPH SHROPA, A.I.A. ARCHITECI'S & PLANNERS, INC. SUITE 205 300 N.W. 70th Ave. PLANTATION. FLORIDA 33317-2349 PH: (954) 584-7700 FAX (954) 584-7701 L1C. # ^^ COOO408 THE CHURCH OF JESUS CHRIST OF LATTER DAY SAINTS APPLICANTS RESPONSES TO THE 1" REVIEW COMMENTS MAJOR SITE PLAN MODIFICATION 15 JUNE 2004 JLl. 2 0 PUBLIC WORKS General Comments: NONE Applicants response: NONE Traffic Comments: 1. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. Sec attached letter from Palm Beach County Traffic Engineering. ENGINEERING DIVISION Comments: 2, Add a general note to the Site Plan that all plans submitted for specific permits shall meet the City's Code requirements at time of application. These permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other permitting agencies such as Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (L WDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and any others, shall be included with the permit request. The above note has been added to the Site Plan. 3. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. O.K. 4. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at pennit review. O.K. 5. Provide written and graphic scales on all sheets. The scale should match between all sheets depicting the site (LDR, Chapter 4, Section 7.B.I, 7.C.I, and 7.F.1.) We have revised our drawings to provide written and graphic scales that match on all site plans. We have revised all other drawings to provide both written and graphic scales. 6. Show all existing utilities on Site Development plan (LDR, Chapter 4, Section 7.A.3). I We have revised the Site Plan to show all existing utilities. 7. Show all existing drainage on the plans. Show: or provide documentation that the existing and proposed storm water system is adequate to handle the proposed addition. We have lidded Sheet RCO.! - Existing Drllinage Site Plan, that was approved, permitted and Inspected by the Boynton Beach Building Department, LWDD, and SFWMD during phase 1 construction. The proposed new addition was part of this first phllse permitted application. Consul tech Engineering has confirmed that the existing and proposed storm water system is adequate to handle the new addition, 8. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5, will be required at the time of permitting. O.K. 9. Paving, Drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. Page 2 O.K. UTILlTIES Comments: 10. Fire flow calculations will be required demonstrating the City Code requirement of I ,500 g.p.m. (500 g.p.m. some residential developments) with 20 p.s.i. residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). O.K. Fire flow calculations will submitted at the time of permit application. 11. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. The four existing fire hydrants that service the project arc shown on the originally submitted site plan, Sheet SD.l.l. All points of all buildings on the site are within 200 feet of an existing fire hydrant. 12. Utility construction details will not be revicwed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application. O.K. EIRE Comments: NONE Applicant's response: . NONE POLICE Comments: NONE Applicant's response: NONE BUILDING DIVISION Commcnts: 13. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the commission and at permit review. Page 3 O.K. 14. Indicate within the site plan the type of construction of the building as defined in 2001 FBC, Chapter 6. We have revised Sheet SDl.l . To include table "Building Design Criteria" that states type of construction. IS. Indicate within the site data the occupancy type of the building as defined in 2001 FBC, Chapter 3. We have revised sheet SDl.l to include table "Building Design Criteria" that states type of occupancy. 16. The height and area for buildings or structures of the different types of construction shall be governed by the intended use or occupancy of the building, and shall not exceed the limits set forth in Table 500 ofthe 2001 FBC. We have revised sheet SDl.l. to include table ~Building Design Criteria" that states the code and actual building height and areas.' 17. Gencral area modifications to buildings shall be in accordance with 2001 FBC. Sections 503.3, 503.3,3. Provide calculations verifying compliance with the above code sections and 2001 FBC, Table 500. See sheet SDl.l - Table "Building Design Criteria" for information verifying compliance. 18. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of2001 FBC, Section 1606 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. O.K. 19. Every building and structure shall be of sufficient strength to support the loads and forces encountered per the 2001 FBC. Section 1601.2.1 and Table 1604.1. Indicate the live load (pst) on the plans for the building design. We have revised sheet SDl.1. to include table "Building Design Criteria" that states Page 4 the live load PSF. 20. At the time of permit review, submit signed and sealed working drawings of the proposed construction. O.K. 21. On the site plan and floor plan, indicate the number of stories that are in the building including, where applicable, mezzanines. Indicate the overall height of the building. We have revised Sheet SOLI to include table "Building Design Criteria" In this table is Iistcd the number of stories including the Mezzanine and the overall height of the building. The height of the building was on the original S01.1. submittal in the table "Site Data". The height of the buildings was also shown on Sheets A-3 and A-4 Exterior Elevations. We have added a note on Sheet A-I that again tells you the building height and number ofstories. 22. The building plans are not being reviewed for compliance with the applicable building codes. Therefo~e, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheeets A-I and A-2. Sheets A-I & A-2 bave been revised to add the note "Floor Plan Layout is Conceptual". . 23. Add a labeled symbol to the site plan drawing that represents and delincates the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance doors to the building. The installed symbol, required along the path, shall start at the accessible parking spaces and terminate at the accessible entrance doors to the building. The symbol shall represent the location ofthe path of travel, not the location of the detectable warning or other pavement markings. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route. (Note: The minimum clear width of an accessible route shall be 36 inches, except at curb ramps that are a part of a required means of egress shall not be less than 44 inches). Add text to the drawing that would indicate that the symbol represents the accessible route and the route is designed in compliance with 2001 FBC, Section 11-4.3 (Accessible Route) and 11-4.6 (Parking and Passenger Loading Zones). Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the 2001 FBC. This page 5 documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. Sheet SD1.1 has been revised to show the path of travel, width of path of travel, sidewalk sections that show no obstructions due to height sidewalk ramp locations. 24. Vertical accessibility to the second floor area shall be required per the 2001 FBC, Sections 11-4.1.2, 11-4-1.3(5) (New Construction) and Section 11- 4,1.6 (Alterations). This is not a Code Requirement as per 2001 FBC 11-4.1 (5) & 11-4.1.3 (5). The Mezzanine is an equipment catwalk not designed for human occupancy; but for service personnel for repair purposes. Iryou would like to visit the site and inspect the existing Mezzanine, we will do so at your convenience. 25, Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed for the building. VerifY that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: , The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation_._ NGVD is above the highest 1 OO-year base flood elevation applicable to the building site, as detennined by the SFWMD's surface water management construction development regulations." From the FIRM map, identifY in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. If there is no base flood elevation, indicate that on the plans. Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/drainage (civil plans). The site plan, floor plan and civil plan has been revised to Illustrate the above comments. 26. A water-use permit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. Page 6 This is an existing irrigation system that was permitted, inspected and approved by the city and the South Florida Water Management District when the first phase of the project was constructed. 27, Ifcapital fees (water and sewer) are paid in advance to the City ofBoynton Beach Utilities Department, the following information shall be provided at the time of building permit application: The full name ofthe project as it appears on the Development Order and the Commission-approved site plan. The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) O.K. 28. Add a general note to the site plan that all plans submitted for permitting shall meet the City's codes and the applicable building codes in effect at the time of permit application. I This has been added to sheet SD1.1. 29. Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. O.K. 30. Ifpossible, provide photo metrics as part of your TRC plan submittals. The parking lot lighting is existing and was permitted, inspected and approved by the city at the time the first phase of the project was constructed; we submitted a photo metrics plan during that process that was approved by the city. We are not changing or altering the existing parking lot lighting system In any way what so ever. , 31. This structure meets the definition ofa threshold building per F.S. 553.71(7) and shall comply with the requirements ofF.s. 553.79 and the CBBA to the 2001 FBC, Sections 105.3.1 through 105.3.6. The following information must be submitted at the time of permit application: Page 7 The structural inspection plan must be submitted to the enforcing agency prior to the issuance of a building permit for the construction ora threshold building. All shoring and re-shoring procedures, plans and details shall be submitted. All plans for the building that are required to be signed and sealed by the architect or engineers of record shall contain a statement that, to the best of the architect's or engineer's knowledge, the plans and specifications comply with the applicable fire safety standards as determined by the local authority in accordance with this section and F.S. Section 633. We Agree to all of the above comments. 32. Sheet G-l-"Oesign Criteria"-Wind pressure design shall be based upon 140 mph per the 2001 FBC, Section 1606.1 and Figure 1606. We have deleted I>esign Criteria table from Sheet G-t. And added table "Building Design Criteria to Sheet SOU. w/140 mph wind pressure design. 33. Sheet PZl.l, A-I and A-2-Clearly IabeVidentity all new and existing construction on the plans. Sheets PZl.l, A-land A-2 have been revised to show new and existing construction. We have also added sheets RO.l (Existing Site Plan), RI.l (Existing Floor Plan), R1.2 (Existing Exterior Elevations) and R1.3 (Existing Exterior Elevations). 34. Indicate the type of construction and the square footage ofthe existing structure on sheet SO 1.1. See Table "Building Design Criteria" table Sheet SOU. 35. Indicate the square footage of the proposed addition on sheet SOU (include 2nd floor). See Table "Building Design Criteria" table Sheet SOI.I; however the mezzanine is not a second floor, but a mezzanine. 36. The minimum number of sanitary facilities shall comply with the 2001 FBC, Plumbing, Table 403. They do. Page 8 37. Sheet A-I-Indicate on the plan the intended use ofthe toddler restroom after the plumbing fixtures are relocated. This has been noted on Sheet A-t. 38. Usable space under stairs within an exit enclosure shall comply with the 2001 FBC, Building Section 1006.1.4 (see relocated water heater). Show the required fire rating and access to the water heater, Florida Fire Prevention Code Section 7.2.2.5.3. We have relocated the water heater to the mezzanine level. PARKS AND RECREATION Comments: NONE FORESTER/ENVIRONMENT ALIST Comments: Landscape Legend-Abbreviations Sheet Ll.l 39. The landscape design should include installation of City signature trees (Tibochina granulosa) common name at the two (2) project ingress/egress locations. (Environmental Regulations, Chapter 7.5, Article II Sec. 5.C,N.) Tlte landscape plans Itave been revised to incorporate onl! Tibocltina Granulosa tree on each side of each of the two Ingress/egress locations, for a total offour (4) Tibochina Granulosa trees. 40. The applicant should show the calculated 50% native species of trees, and shrubs. Scc tlte ncw table tltat wc have addcd to Sltcet Lt.t, 41, The plants listed in the abbreviations table should include the height, spread, planting spacing and quantities for each type of vegetation. We have added Sheet Lt.2 that itemizes trees. 42. The 5 existing Slash Pine trees and I Palm tree noted to be either removed or relocated should all be removed and replaced on the site. We have revised Sheet Lt.t to remove trees and show locations of new replacement trees. 43. Any of the existing trees and landscape improvements installed on the site Page 9 that may have died should be replaced throughout the site. O.K. We agree and will replace all dead landscape materials. PLANNING AND ZONING Comments: 44. Secondary schools rcquire one (I) parking space per one hundred (100) square feet of classroom floor area, plus one (I) parking space per two (200) square feet of floor area occupied by shops (Chapter 2, Section 11.H.16.c). Is any secondary classroom space proposed? If so, indicate the proposed building area on the parking calculation table on the floor plan (sheet P21.1). See reviscd Parking Calculation Table, Shcct PZ1.1. Thc classrooms that are in the building are for teaching Sunday school religious classes, they will not be used for shop classes, iej automotive, metal working, wood shop, ete. These classrooms will be used for teaching religious instructions on Sunday during and after religious services, the parents and adults who drovc to the facility have now left the chapel and gone to separate classrooms for individual instructions. They are not new drivers that have arrived for studying classes that are normally taught in the public or private school system. In fact other than BYU thc church does not have any elementary or secondary schools. You are invited to attcnd Sunday services at your convenience to confirm the use of the classrooms as stated above. 45. The parking calculation table (as shown on sheet PZl.1) should indicate that 131 parking spaces are required and that the plans provide an excess of six (6) parking spaces. O.K. The rcvision has bccn madc. 135.62 parking spaces arc rcquired, we havc provided 137 parking spaces; the project has provided an exeess of 1.38 parking spaces. 46. On the site plan tabular data (sheet SDI.I), indicate all project information under the "sq. Ft" and "% of site" and ensure that it is complete and accurate. O.K. This has been done. 47. How many existing seats are in the church? How many new seats are proposed? Net difference? The new chapel seats = 260 The existing chapel seats = 17~ Page 10 Tile net difference is = 88 48. Are any new parking spaces proposed? If so, their dimensions would have to adhere to the current standards. Regardless, they would be subject to the Engineering Division of Public Work's review and approval. Only the accessible parking spaces are new. They have been detailed on sheet SD1.1. 49. The removal/ relocation of trees is subject to review and approval of the City Forester / Environmentalist. O.K. SO. The proposed building addition will be processed as a major site plan modification and therefore, the site landscaping must be brought up into compliance with current code. The landscape buffer (adjacent to Knuth Road) must be comprised of the following elements: The first outside layer shall be a combination of colorful groundcover plants and a minimum of two (2) colorful shrub species. The next layer shall consist of a continuous hedge or decorative site wall (Chapter 7.5, Article II, Section 5.D). We have revised our Landscape Plans to reflect the above referenced landscape burrer. 51. Fifty percent (50%) of all site landscape materials must be native species (Chapter 7.5, Article II, Section 5.P). On the landscape plan, please categorize and quantify the existing and new plant material as follows: Shade trees, Palm trees, Shrubs & groundcover. Ensure that the site complies with code. We have revised our Landscape Plans to reflect the above comments. 52. Landscaping at project entrances shall contain a signature tree at both sides of the entrance (Chapter 7.5, Article II, Section 5.N). A signature tree is a tree with blossoms or natural color other than green intended to beautity project entrances and contribute to the city's image with this element of aesthetic confonnity. Signature trees include Yellow Elder, Tibouchina Granulosa, and Bougainvillea. Note that signature trees do not contribute toward the total number of required perimeter trees. Signature trees must have 8 feet of clear trunk if placed within the safe-sight triangle (Chapter 7.5, Article 2, Section 5.N). We have revised our Landscape Plans to incorporate the Tibouchina Granulosa trees at the two existing means of ingress/egress. Page 11 53. New trees are required to be at least 12 feet overall height at the time of installation (Chapter 7.5, Article II, Section 5.C.2). O.K. See Sheet Ll.2 54. All shrubs and hedges are required 'to be at minimum 24 inches in height, 24 inches in spread, and planted with tip-to-tip spacing measured immediately after planting to adequately cover the planted areas on the site (Chapter 7.5, Article II, Section 5.CA). O.K. See Sheet Ll.2 55. Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes (Chapter 7.5, Article II, Section 5.C.8). See Sheet L1.2 for mulching details and notes. 56. All elevation dmwings shall include the paint manufacturer's name and color code. Staff recommends using a color schedule (Chapter 4, Section 7.D). ' The only puint color on the cxterior of the building is white. So there will be no confusion as to what color white is we have revised our Exterior Elevation drawing sheets to include the paint manufacturer and his color co~e for the color of white. Page 12 FROM :AHLSTEDT J)"'-.lIt 01 ~1a..ri"II .1Id Paba. 'l\brlla P.O. ao.21229 West Palm Btlch. Fl. '~"l6.1229 (561) 6.114-4000 wWw.pbcgov.com " ''''W _ B...II COUIIqI Boud of Co'UIlC'y Commi..it:lnen Xlren T. Marcus, Chalr Ton)' M.ui1bW. Vice Chairman JeU Moons wanen It Newell Mtry McCarty &urt Aarent!)" Mdic L Grnnt' COUlllY Mmllli.CIOCOr ,.. ._ .....AoMrt-Wti&Au.t1-- "M Eq..1 Opporlw1ily t\V~tI\I, ActfoJl Employft'" @"""IOdMrHy<ifd_ FA>< NO. : 30575485'35 Tun. 2'3 2004 ll:26AM P2 June .., 2004 , Mr. Michael W. Rumpf Director of Planning & Zoning Oeplrlment of Development City of Boynton Beach P,O. Box 310 Boynton Beach. FL 34425.0310 RE: Chun:h of JIBUB Chrllt of Litter Diy SalnUi . .,. .".,!RAFFIC PERFORMAI':l.C.E.~TA.~~A~~6 ~E'y~W. _ Dear Mr. Rumpf: The Plllm Beach County Traffic Division has reviewed thl traffic statement for the proposed church expansion project entitled; Church of Jelul Chrl,t of Latter DIY Saints, pursuant to the TrafflcPer1ormanoe Standerds in ArlIcle15 Of the Palm Beach County Land Development Code. This project is summarized as follows: ._-.---" Loutlon: MuniCipality: ExI8tlnll U..,: PropOHd Una: N.WOIUy TrI~: New Dally Trips: 8ulld-out Year. Woolbright Road. & Knuth Road Bcynton Belch 11,755 SF Church Addition of e 5.004 SF Church 46 4 AM IInd 4 PM 2005 Baeed on our review. the Traffic Division h... determined thst the proposed church expanSIOn project meets the Traffic Performance Standards of Palm Baach County. No building permits are to be i$sued by the town, liner the bulld-out date specified above, The County traffic concurrency approve! Is ll\Ibject to the ProJe<::t Aggregation Rules set forth In the Trefflc Performance Standards Ordinance. If YO\I have Bny questions regarding this determination, please contact me at 584-4030, . SlnCerely;-- OFFICE OF THE COUNTY ENGINEER /YJ. , cc: J..bon M. AhlslBdt P.E, Flit: Clene,.l. TPS. M"" . Tr.ffIc Study R.vlew F;\TRAFFIC.....'Admln\Al>Prov.Ia,o.oe20.doc 1 st REVIEW COMMENTS Maior Site Plan Modification (\;lCl s+-e~ Project name: Jesus Christ Church of Latter Day Saints File number: MSPM 04-002 Reference: I"review plans identified as a Maior Site Plan Modification with a Mav 21.2004 Planning and d ki Zonm!! Deoartment ate stamo mar n!!. DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: NONE PUBLIC WORKS - Traffic Comments: 1. Provide a notice of concurrency (Traffic Performance Standards Review) / from Palm Beach County Traffic Engineering. , ENGINEERING DIVISION Comments: 2. Add a general note to the Site Plan that all plans submitted for specific / permits shall meet the City's Code requirements at time of application. These permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other permitting agencies such as Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and any others, shall be included with the permit request. 3. All comments requiring changes and/or corrections to the plans shall be /' reflected on all appropriate sheets. 4. Please note that changes or revisions to these plans may generate additional / comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review. 5. Provide written and graphic scales on all sheets. The scale should match ~ between all sheets depicting the site (LDR, Chapter 4, Section 7.B.I, 7.CI, and 7.F, 1.) 6. Show all existing utilities on Site Development plan (LDR, Chapter 4, 1ST REVIEW COMMENTS 06/24/04 2 DEPARTMENTS INCLUDE REJECT Section 7.A.3). 7. Sbow all existing drainage on the plans. Show or provide documentation / that the existing and proposed storm water system is adequate to handle the oroDosed addition. 8. Full drainage plans, including drainage calculations, in accordance with the ~ LOR, Chapter 6, Article N, Section 5, will be required at the time of permitting. 9. Paving, Drainage and site details will not be reviewed for construction t/ acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES Comments: 10. Fire flow calculations will be required demonstrating the City Code J requirement of 1,500 g.p.m. (500 g.p.m. some residential developments) with 20 p.s.i. residual pressure as stated in the LOR, Chapter 6, Article N, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(h)). 11. The LOR, Chapter 6, Article N, Section 16 requires that all points on eacb building be within 200 feet of an existing or proposed fire hydrant. Please -/"" demonstrate that the plan meets this condition, by showing all hydrants. 12, Utility construction details will not be reviewed for construction / acceptability at this time. All utility construction details shall be in J accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application. FIRE Comments: NONE POLICE Comments: NONE 1ST REVIEW COMMENTS 06/24/04 3 DEPARTMENTS INCLUDE REJECT BUILDING DIVISION Comments: 13. Please note that changes or revisions to these plans may generate additional / comments. Acceptance of these plans during the TRC process does not ~ ensure that additional comments may not be generated by the commission and at permit review. 14. Indicate within the site data the type of construction of the building as ~ defined in 2001 FBC, Chapter 6. IS. Indicate within the site data the occupancy type of the building as defined in 2001 FBC, Chapter 3. t../ 16. The height and area for buildings or structures of the different types of construction shall be governed by the intended use or occupancy of the ~ building, and shall not exceed the limits set forth in Table 500 of the 2001 FBC. 17. General area modifications to buildings shall be in accordance with 2001 FBC, Sections 503.3, 503.3.2, and 503.3.3. Provide calculations verifying ~ compliance with the above code sections and 2001 FBC, Table 500. 18. Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or / structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2001 FBC, Section 1606 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 19. Every building and structure shall be of sufficient strength to support the / loads and forces encountered per the 200 I FBC, Section 1601.2.1 and Table 1604.1. Indicate the live load (pst) on the plans for the building design. 20, At time of permit review, submit signed and sealed working drawings of the ./ proposed construction. 21. On the site plan and floor plan, indicate tbe number of stories that are in the / building including, where applicable, mezzanines. Indicate the overall height of the building. 22. The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is ~ conceptual" below the drawing titled Floor Plan found on sheets A-I and A- 2. 23. Add a labeled symbol to the site plan drawing that represents and delineates 1ST REVIEW COMMENTS 06/24/04 4 INCLUDE REJECT DEPARTMENTS the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance doors to the building. The installed symbol, required along the path, shall start at the accessible parking spaces and terminate at the accessible entrance doors to the building. The symbol shall represent the location of the path of travel, not the location of the detectable warning or otber pavement markings. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route. (Note: The minimum clear width of an accessible route shall be 36 inches. except at curb ramps that are part of a required means of egress shall not be less than 44 inches). Add text to the drawing that would indicate that the symbol represents the accessible route and the route is designed in compliance with 2001 FBC, Section 11-4.3 (Accessible Route) and 11-4.6 (parking and Passenger Loading Zones). Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the 200 I FBC. This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. 24. Vertical accessibility to the second floor area shall be required per the 200 I FBC, Sections 11-4.1.2, 11-4-1.3(5) (New Construction) and Section 11- 4.1.6 (Alterations). 25. Identify within the site data the fmish floor elevation (lowest floor elevation) that is proposed for the building. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: ~ The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _. _ NGVD is above the bighest lOa-year base flood elevation applicable to the building site, as determined by the SFWMD's surface water management construction development regulations." ~ From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation. Ifthere is no base flood elevation, indicate that on the plans. ~ Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/drainage (civil plans). 26. A water-use permit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. 27. If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: ~ The full name of the project as it appears on the Development Order and the Commission-auuroved site ulan. / / / / / 1ST REVIEW COMMENTS 06/24/04 5 DEPARTMENTS INCLUDE REJECT )> The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) , 28. Add a general note to the site plan that all plans submitted for pennitting / shall meet the City's codes and the applicable building codes in effect at the time of pennit application. 29. Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for / review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission. 30. Ifpossible, provide pboto metrics as part of your TRC plan submittals. ,/ 31. This structure meets the definition ofa threshold building per F.S. 553.71(7) and shall comply with the requirements ofF.S. 553.79 and the CBBA to the 2001 FBC, Sections 105.3.1 through 105.3,6. / The following information must be submitted at the time of pennit application: )> The structural inspection plan must be submitted to the enforcing agency prior to the issuance of a building pennit for the construction of a threshold building. )> All shoring and re-shoring procedures, plans and details shall be submitted, )> All plans for the building that are required to be signed and sealed by the architect or engineers of record shall contain a statement that, to the best of the architect's or engineer's knowledge, the plans and specifications comply with the applicable fire safety standards as detennined by the local authority in accordance with this section and F.S. Section 633. 32. Sheet G-I - "Design Criteria" - Wind pressure design shall be based upon ./ 140 mph per the 200 I FBC, Section 1606.1 and Figure 1606. 33. Sheet PZ1.1, A-I and A-2 - Clearly label/identify all new and existing / construction on the plans. 34. Indicate the type of construction and the square footage of the existing /' structure on sheet SD 1.1. 35. Indicate the square footage of the proposed addition on sheet SD 1.1 J' (include 2nd floor). 36, The minimum number of sanitary facilities shall comply with the 2001 ,/ FBC, Plumbing, Table 403. / 37. Sheet A-I - Indicate on the plan the intended use of the toddler restroom ./ after the plumbing fixtures are relocated. 1ST REVIEW COMMENTS 06/24/04 6 DEPARTMENTS INCLUDE REJECT 38. Usable space under stairs within an exit enclosure shall comply with the / 2001 FBC, Building, Section 1006.1.4 (see relocated water heater). Sbow the required fire rating and access to the water heater, Florida Fire Prevention Code, Section 7.2.2.5.3. PARKS AND RECREATION Comments: NONE FORESTERJENVIRONMENTALIST Comments: Landscape Lel!end- Abbreviations Sheet LI.I 39. The landscape design should include installation of City signature trees ,/ (Tibochina granulosa) at the two (2) project ingress/egress locations. [Environnemental. Regulations, Chapter. 7.5, Article II Sec. 5.C.3, N.] 40. The applicant should show the calculated 50% native species of trees, and V shrubs. 41. The plants listed in the abbreviations table should include the height, L-/' spread, planting spacing and quantities for each type of vegetation, 42. The 5 existing Slash Pine trees and I Palm tree noted to be either removed V or relocated should all be removed and replaced on the site, 43. Any of the existing trees and landscape improvements installed on the site V that may have died should be renlaced throu"hout the site. PLANNING AND ZONING Comments: /~~ Secondary schools require one (I) parking space per one hundred (100) ,-,V square feet of classroom floor area, plus one (I) parking space per two (200) square feet of floor area occupied by shops (Chapter 2, Section 11.H.16.c). Is any secondary classroom space proposed? If so, indicate the proposed building area on the parking calculation table on the floor plan (sheet P2U ). f2 (t. ~U!l k"_ ~j The parking calculation table (as shown on sheet PZU) should indicate that / 13 bparking spaces are required and that the plans provide an excess of M ('1"parking space~ (11 1ST REVIEW COMMENTS 06/24/04 7 DEPARTMENTS INCLUDE REJECT - r I .~ On the site plan tabular data (sheet SD1.I), indicate alI project information under the "sq.ft" ~ ~'~l of si,f and ensure that it is complete and accurate. ',U. L- )( How many existing seats are in the church? How many new seats arc proposed? Net difference? >( Are any new parking spaces proposed? If so, their dimensions would have to adhere to the current standards. Regardless, they would be subject to the Engineering Division of Public Works' review and approval. K The removal/relocation of trees is subject to review and approval of the City Forester / Environmentalist. X The proposed building addition wilI be processed as a major site plan modification and therefore, the site landscaping must be brought into compliance with current code. The landscape buffer (adjacent to Knuth Road) must be comprised of the folIowing elements: The first outside layer shalI be a combination of colorful groundcover plants and a minimum of two (2) colorful shrub species. The next layer shalI consist of a continuous hedge or decorative site walI (Chapter 7.5, Article II, Section 5.D.). ~ Fifty percent (50%) of alI site landscape materials must be native species (Chapter 7.5, Article II, Section 5.P). On the landscape plan, please categorize and quantify the existing and new plant material as folIows: Shade trees, Palm trees, Shrubs & Groundcover. Ensure that the site complies with code. X Landscaping at project entrances shalI contain a signature tree at both sides of the entrance (Chapter 7.5, Article II, Section 5.N.). A signature tree is a tree with blossoms or natural color other than green intended to beautify project entrances and contribute to the city's image with this element of aesthetic conformity. Signatures trees include YelIow Elder, Tibouchina Granulosa, and BougainvilIea. Note that signature trees do not contribute toward the total number of required perimeter trees. Signature trees must have 8 feet of clear trunk if placed within the safe-sight triangle (Chapter / 7.5, Article 2, Section 5.N.). ~ New trees are required to be at least 12 feet overalI height at the time of installation (Chapter 7.5, Article II, Section 5.C.2.). ~ AII shrubs and hedges are required to be at minimum 24 inches in height, 24 inches in spread, and planted with tip-to-tip spacing measured 1ST REVIEW COMMENTS 06/24/04 8 DEPARTMENTS INCLUDE REJECT immediately after planting to adequately cover the planted areas on the site (Chapter 7.5, Article II, Section 5.C.4.). )( Place a note on the landscape plan indicating that mulch other than Cypress shall be used and maintained for landscape purposes (Chapter 7.5, Article II, Section 5.C.S.). ~. All elevation drawings sbal1 include the paint manufacturer's name and color code. Staff recommends using a color schedule (Cbapter 4, Section 7.0). MWR/sc S:IPlanningISHAREDlWPIPROJECTS\.Jesus CMst Church of Latter Day SainlslMSPMI1 ST REVIEW COMMENTS,doc -- 15t REVIEW COMMENTS Major Site Plan Modification .- Project name: Jesus Christ Church of Latter Day Saints File number: MSPM 04-002 Reference: 1 "review plans identified as a Maior Site Plan Modification with a Mav 21. 2004 Plannim! and Zonin" Denartment date stamn marIOn". DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: NONE PUBLIC WORKS - Traffic Comments: 1. Provide a notice of concurrency (Traffic Performance Standards Review) L~; from Palm Beach County Traffic Engineering. , ENGINEERING DIVISION Comments: , : 2. Add a general note to the Site Plan that all plans submitted for specific ..... . permits shall meet the City's Code requirements at time of application. These permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other permitting agencies such as Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and any others, shall be included with the permit request. ", .-:7" 3, All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. 4. Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not , ensure that additional comments may not be generated by the Commission and at permit review. ,.-. 5. Provide written and graphic scales on all sheets. The scale should match "--- . between all sheets depicting the site (LDR, Chapter 4, Section 7.B.l, 7.C.l, and 7.F.1.) I','. Show all existing utilities on Site Development plan (LDR, Chapter 4, .' 6, ~ 1ST REVIEW COMMENTS 06/24/04 2 DEPARTMENTS INCLUDE REJECT Section 7.A.3). I ' 7. Show all existing drainage on the plans, Show or provide documentation ;iJ that the existing and proposed storm water system is adequate to handle the ! proposed addition. \ 8, Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5, will be required at the time of permitting. 9. Paving, Drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details sball be in - accordance with the applicable City of Boynton Beach Standard Drawings I and the "Engineering Design Handbook and Constrnction Standards" and will be reviewed at the time of construction permit application. UTILITIES Comments: 10. Fire flow calculations will be required demonstrating the City Code or/-- requirement of 1,500 g.p.m. (500 g.p.m. some residential developments) with 20 p.s.i. residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is lITeater (CODE, Section 26-161b))' II. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each ,v' building be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. 12. Utility construction details will not be reviewed for construction - . acceptability at this time. All utility construction details shall be in - - accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application. FIRE Comments: NONE POLICE Comments: NONE 15t REVIEW COMMENTS Maior Site Plan Modification ~W60. Aff~ w I U/J'b (T/OM? 1{~ Project name: Jesus Christ Church of Latter Day Saints File number: MSPM 04-002 Reference: I "review lans identified as a Ma'or Site Plan Modification with a Ma d ki 21 2004 PI Zoninll Denartment ate st.rnn mar 'nl>, DEPARTMENTS INCLUDE REJECT PUBLIC WORKS - General Comments: NONE PUBLIC WORKS - Traffic Comments: 1. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. , ENGINEERING DIVISION Comments: 2, Add a general note to the Site Plan that all plans submitted for specific permits shall meet the City's Code requirements at time of application, These permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation, Permits required from other permitting agencies such as Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and any others, shall be included with the permit request. 3. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets. 4. Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review, 5. Provide written and graphic scales on all sheets, The scale should match between all sheets depicting the site (LDR, Chapter 4, Section 7.B.I, 7,C.I, and U.l.) 6, Show all existing utilities on Site Development plan (LDR, Chapter 4, 1ST REVIEW COMMENTS 06/24/04 2 DEPARTMENTS INCLUDE REJECT Section 7.A.3). 7. Show all existing drainage on the plans. Show or provide documentation that the existing and proposed storm water system is adequate to handle the proposed addition. 8. Full drainage plans, including drainage calculations, in accordance with the LDR, Chapter 6, Article IV, Section 5, will be required at the time of permitting. 9. Paving, Drainage and site details will not be reviewed for construction acceptability at this time. All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES Comments: 10. Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g,p.m. (500 g.p.m. some residential developments) with 20 p.s.i. residual pressure as stated in the LDR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, wbichever is greater (CODE, Section 26-16(b)). II. The LDR, Chapter 6, Article IV, Section 16 requires that all points on each building be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all bydrants. 12. Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application, FIRE Comments: NONE POLICE Comments: NONE 1ST REVIEW COMMENTS 06/24/04 3 .. DEPARTMENTS INCLUDE REJECT BUILDING DIVISION Comments: 13. Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ~ ensure that additional comments may not be generated by the commission and at permit review. 14. Indicate within the site data the type of construction of the building as V defined in 2001 FBC, Chapter 6. 15. Indicate within the site data the occupancy type of the building as defined in 2001 FBC, Chapter 3. t/ 16. The height and area for buildings or structures of the different types of construction shall be governed by the intended use or occupancy of the building, and shall not exceed the limits set forth in Table 500 of the 2001 t/ FBC. 17. General area modifications to buildings shall be in accordance with 2001 FBC, Sections 503.3, 503.3.2, and 503.3.3. Provide calculations verifying ;/ compliance with the above code sections and 2001 FBC, Table 500. 18. Buildings, structures and parts thereof sball be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure sball be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2001 FBC, Section 1606 (Wind Loads). Calculations that V are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 19. Every building and structure shall be of sufficient strength to support the loads and forces encountered per the 200 I FBC, Section 1601.2.1 and Table V 1604.1. Indicate the live load (pst) on the plans for the building design. 20. At time of permit review, submit signed and sealed working drawings of the V proposed construction. 21. On the site plan and floor plan, indicate the number of stories that are in the /' building including, where applicable, mezzanines. Indicate the overall height of the building. 22. The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is / conceptual" below the drawing titled Floor Plan found on sheets A-I and A- 2. 23, Add a labeled symbol to the site Dlan drawing that represents and delineates l 1.. 1 1ST REVIEW COMMENTS 06/24/04 4 1 DEPARTMENTS INCLUDE REJECT the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance doors to the building. The installed symbol, required along the path, sball start at the accessible parking spaces and terminate at the accessible entrance doors to the building. The symbol shall represent the location of the path of travel, not the location of the detectable warning or other pavement markings. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. IdentitY on the plan the width of the accessible route. (Note: The minimum clear width of an V accessible route shall be 36 inches, except at curb ramps that are part of a required means of egress shall not be less than 44 inches). Add text to the drawing that would indicate that the symbol represents the accessible route and the route is designed in compliance with 2001 FBC, Section 11-4.3 (Accessible Route) and 11-4.6 (parking and Passenger Loading Zones). Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will veritY that the accessible route is in compliance with the regulations specified in the 2001 FBC. This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. 24. Vertical accessibility to the second floor area shall be required per the 200 I ( FBC, Sections 11-4.1.2, 11-4-1.3(5) (New Construction) and Section 11- 4.1.6 (Alterations). 25. IdentitY within the site data the fmish floor elevation (lowest floor elevation) that is proposed for the building, VeritY that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: )> The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building ~ site, as determined by the SFWMD's surface water management ~nstruction development regulations." )> rom the FIRM map, identitY in the site data the title of the flood zone that 1/ ../ the building is located within. Where applicable, specitY the base flood J elevation. If there is no base flood elevation, indicate that on the plans. I'- Cihl,? I' )> IdentitY the floor elevation that the design professional has established for ..... ~ the building within the footprint of the building that is shown on the 1.71 ;r drawings titled site plan, floor plan and paving/drainage (civil plans). 26. A water-use permit from SFWMD is required for an irrigation system that / utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. 27. If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be / provided at the time of building permit application: )> The full name of the project as it appears on the Development Order and the Commission-approved site plan. 1ST REVIEW COMMENTS 06/24/04 5 DEPARTMENTS INCLUDE REJECT ~ The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 28. Add a general note to the site plan that all plans submitted for permitting shall meet the City's codes and the applicable building codes in effect at the V time of permit application. 29. Pursuant to approval by the City Commission and all other outside agencies, the plans for tills project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order ./ and approved by the City Commission. 30. Ifpossible, provide photo metrics as part of your TRC plan submittals. V 31. This structure meets the definition of a threshold building per F.S. 553.71(7) and shall comply with the requirements ofF.S. 553.79 and the CBBA to the 2001 FBC, Sections 105.3.1 through 105.3.6. The following information must be submitted at the time of permit application: ~ The structural inspection plan must be submitted to the enforcing agency prior to the issuance of a building permit for the construction of a threshold / building. ~ All shoring and re-shoring procedures, plans and details shall be submitted. ~ All plans for the building that are required to be signed and sealed by the architect or engineers of record shall contain a statement that, to the best of the architect's or engineer's knowledge, the plans and specifications comply with the applicable fire safety standards as determined by the local authority in accordance with this section and F.S. Section 633. 32. Sheet G-I - "Design Criteria" - Wind pressure design shall be based upon V 140 mph per the 2001 FBC, Section 1606.1 and Figure 1606. 33. Sheet PZ 1.1 , A-I and A-2 - Clearly label/identify all new and existing / construction on the plans. 34. Indicate the type of construction and the square footage of the existing structure on sheet SD 1.1. V 35. Indicate the square footage of the proposed addition on sheet SD 1.1 vi (include 2nd floor). 36. The minimum number of sanitary facilities shall comply with the 2001 /' / FBC, Plumbing, Table 403. 37. Sheet A-I - Indicate on the plan the intended use of the toddler restroom ,/ after the nlumbing fixtures are relocated. 1ST REVIEW COMMENTS 06/24/04 6 DEPARTMENTS INCLUDE REJECT I 38. Usable space under stairs within an exit enclosure shall comply with the / 2001 FBC, Building, Section 1006.1.4 (see relocated water heater). Show the required fire rating and access to the water heater, Florida Fire Prevention Code, Section 7.2.2.53. PARKS AND RECREATION Comments: NONE FORESTER/ENVIRONMENT ALIST Comments: Landscaue Lel!end- Abbreviations Sheet L1.1 39. The landscape design should include installation of City signature trees (Tibochina granulosa) at the two (2) project ingress/egress locations. [Environnemental. Regulations, Chapter. 7.5, Article II Sec. 5.C.3, N.] 40. The applicant should show the calculated 50% native species of trees, and shrubs. 41. The plants listed in the abbreviations table should include the height, spread, planting spacing and quantities for each type of vegetation. 42. The 5 existing Slash Pine trees and I Palm tree noted to be either removed or relocated should all be removed and replaced on the site. 43. Any of the existing trees and landscape improvements installed on the site that mav have died should be replaced throughout the site. PLANNING AND ZONING Comments: 44. Secondary schools require one (1) parking space per one hundred (100) square feet of classroom floor area, plus one (I) parking space per two (200) square feet of floor area occupied by shops (Chapter 2, Section II.H.I6.c). Is any secondary classroom space proposed? If so, indicate the proposed building area on the parking calculation table on the floor plan (sheet P21.l). 45. The parking calculation table (as shown on sheet PZI.I) should indicate that 131 parking spaces are required and that the plans provide an excess of six (6) parking spaces. 1ST REVIEW COMMENTS 06/24/04 6 V~ ~f o'-{ -11~ DEPARTMENTS INCLUDE REJECT 38. Usable space under stairs within an exit enclosure shall comply with the 2001 FBC, Building, Section 1006.1.4 (see relocated water heater). Show the required fire rating and access to the water heater, Florida Fire Prevention Code, Section 7.2.253. PARKS AND RECREATION Comments: NONE FORESTERJENVIRONMENT ALIST Comments: Landscane LCl!end- Abbreviations Sheet LI.I 39. The landscape design should include installation of City signature trees ~ (Tibochina granulosa) at the two (2) project ingress/egress locations. [Environnemental. Regulations, Chapter. 7.5, Article II Sec. 5.C.3, N.] 40. The applicant should show the calculated 50% native species of trees, and V shrubs. 41. The plants listed in the abbreviations table should include the height, ~ spread, planting spacing and quantities for each type of vegetation. 42. The 5 existing Slash Pine trees and I Palm tree noted to be either removed v/ or relocated should all be removed and replaced on the site. 43. Any ofthe existing trees and landscape improvements installed on the site V- that may have died should be renlaced throughout the site, PLANNING AND ZONING Comments: 44. Secondary schools require one (I) parking space per one hundred (100) square feet of classroom floor area, plus one (I) parking space per two (200) square feet of floor area occupied by sbops (Chapter 2, Section 11.H.16.c). Is any secondary classroom space proposed? If so, indicate the proposed building area on the parking calculation table on the floor plan (sheet P21.l). 45. The parking calculation table (as shown on sheet PZ1.l) should indicate that 131 parking spaces are required and that the plans provide an excess of six (6) parking spaces. ,- - Facsimile TRANSMITTAL CITY OF BOYNTON BEACH 100 E. BOYNTON BEACH BOULEVARD P.O. BOX 310 BOYNTON BEACH, FLORIDA 33425-0310 FAX: (561) 742-6259 PLANNING AND ZONING DIVISION to: Franz Shropa fax#: 954-584-7701 date: June 24, 2004 from: Sherie Coale re: 1" REVIEW COMMENTS FOR Jesus Christ Church of Latter Day Saints Please find attached the first review comments for your project. To stay on the current review schedule, please do the following steps listed below, and bring all documents to the TRC scheduled for Tuesday, July 20,2004 I. Revise your plans incorporating all comments listed herein, including the addition of notes on plans to confirm response to general statements/ comments, and bring 12 copies to the TRC review meeting (full sets including all pages originally submitted); 2. Submit the additional information as requested within the attached comments; ( i.e. traffic analysis, engineering certification, etc.) 3. Prepare a written response (7 copies) consisting of a list briefly summarizing how each comment has been addressed on the revised plans or with the supplemental information including location on the plans ( this promotes an expeditious 2nd review by staff and your project representatives during the TRC meeting );and 4. Submit reductions (8 y, X 11) and in digital format (JPEG) for the proposed site plans, elevations and landscaping plan (this is required for the final report and public Planning and Zoning Division presentation). City of Boynton Beach Boynton Beach, Florida 33425 742-6260 Fax: 742-6259 The applicant should not attend a TRC (2nd review) until all documents have been revised and copied for staff review. Ifplans will not be fully revised and brought to the scheduled TRC meeting, contact Ed Breese in this office by the Thursday prior to the scheduled meeting date, Proj ects deviating from the original schedule are eligible for review at subsequent meetings, which are held every Tuesday. To reschedule, contact Sherie Coale, by the Thursday prior to the Tuesday TRC meeting that you desire to attend. The remainder ofthe review schedule will be adjusted accordingly. If you have questions on the attached comments, please contact the respective reviewer using the attached list ofTRC representatives. If the plans are reasonably complete and all significant comments are addressed following TRC (2nd review), the project is forwarded to the Planning and Development Board Meeting that falls approximately 2 to 3 weeks following the TRC meeting. An "*,, by any comment identifies a comment that must be addressed prior to moving forward to the Planning and Development board. Note: Items recognized by staff as typically outstanding at this point include a traffic report and/or confirmation ofthe traffic concurrency approval from the Palm Beach County drainage certification by a licensed engineer, signed "Rider to Site Plan Application" form and colored elevations of the proposed project. This information is necessary for the project to proceed. If you have submitted this information, please disregard this note. DEPARTMENT REPRESENTATIVE REPRESENTATIVES' PHONE FAX DESIGNEE Engineering Dave Kelley Laurinda Logan 742-6482 742-6485 Building Don Johnson Timothy Large 742-6352 742-6352 Fire Department Rodger Kemmer Rick Lee 742-6753 742-6357 Police Department Marshall Gage John Huntington 737-6167 737-3136 Utilities Pete Mazzella H. David Kelley Jr. 742-6401 742-6485 Public Works-General Larry Quinn Laurinda Logan 742-6482 742-6485 Public Works-Traffic Jeffrey Livergood Laurinda Logan 742-6482 742-6485 Parks & Recreation John Wildner 742-6227 742-6233 Forester/Environmentalist Kevin Hallahan Kevin Hallahan 742-6267 742-6259 Planning & Zoning Michael Rumpf, Ed Breese 742-6262 742-6259 CHAIRMAN Revised 01/14/02 S:\PlanningISHAREDlWPIPROJECTSlJesus Chrisl Church ofLaller Day SaintsWSPM\]st Review comments FAX COVER-doc ~ Plan nine: Memorandnm: Forester / Environmentalist To: Ed Breese, Principal Planner From: Kevin J. Hallahan, Forester / Environmentalist Subject: The Church of Jesus Christ of Latter Day Saints Major Site Plan Modification - I st Review MSPM 04-002 Date: June 10, 2004 Landscape Lee:end- Abbreviations Sheet Lt.1 1. The landscape design should include installation of City signature trees (Tibochina granulosa) at the two (2) project ingress/egress locations. [Environnemental. Regulations, Chapter. 75, Article II Sec. 5.C.3, N.] 2. The applicant should show the calculated 50% native species of trees, and shrubs. 3. The plants listed in the abbreviations table should include the height, spread, planting spacing and quantities for each type of vegetation. 4. The 5 existing Slash Pine trees and I Palm tree noted to be either removed or relocated should all be removed and replaced on the site. 5. Any of the existing trees and landscape improvements installed on the site that may have died should be replaced throughout the site. Kjh Coale, Sherie From: Sent: To: Subject: Lee, Rick Wednesday, June 16, 2004 2:24 PM Coale, Sherie RE: Church of Jesus Christ of Latter Day Saints -----Original Message----- From: Coale, Sherie Sent: Tuesday, June 15, 2004 3:44 PM To: lee, Rick SUbject: Church of Jesus Christ of Latter Day Saints Hi Rick. Do you have any first review comments for the above set of plans? If you do please forward them to me or let me know, Thanks, Sherie The Fire Department's only comment is that free and easy access shall be maintained throughout this project 1 --' Coale, Sherie From: Sent: To: Subject: Lee. Rick Wednesday, June 16, 2004 3:03 PM Coale. Sherie RE: E-Mail -----Original Message----- From: Coale, Sherie Sent: Tuesday, June 15, 2004 4:03 PM To: Kemmer, Rodger; Lee, Rick Subject: E-Mail I think I finaily have the kinks worked out of my distribution list for TRC, You should now be notified via email for TRC, I thought I had changed both of you but apparently it didn't save the first time. We'iI try it out end of this week with another agenda, Sherie In the mean time. the Fire Department has no interest in File No, MPMD 04-003 which is the John Schiavo pool enclosure, RICK LEE 1 ------ LJ.'Y OF BOYNTON BEACH, FLORIDA INTER-OFFICE MEMORANDUM TO: Michael W_ Rumpf DATE: Dir. of Planning & Zoning 6/2/04 FILE: MSPM 04-002 FROM: Off John Huntington Police Department CPTED Practitioner SUBJECT: Church of Jesus Christ of Later Day Saints REFERENCES: Site Plan ENCLOSURES: I have viewed the above building plans and have the following comments: No Comments '"'- ~ DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION MEMORANDUM NO. 04-093 TO: Michael W, Rumpf, Director, Planning and Zoning FROM: Laurinda Logan, P.E., Senior Engineer DATE: June 3. 2004 RE: Review Comments New Site Plan - 1 st Review Church of Jesus Christ of Latter Day Saints File No. MSPM 04-002 The above referenced Site Plans, received on May 25, 2004, was reviewed for Public Works, Engineering, and Utilities against the requirements outlined in the City of Boynton Beach Code of Ordinances. Following are our comments with the appropriate Code and Land Development Regulations (LDR) referenced. PUBLIC WORKS - GENERAL No comments at this time. PUBLIC WORKS - TRAFFIC 1. Provide a notice of concurrency (Traffic Performance Standards Review) from Palm Beach County Traffic Engineering. ENGINEERING 2, Add a general note to the Site Plan that all plans submitted for specific permits shall meet the City's Code requirements at time of application. These permits include, but are not limited to, the following: paving, drainage, curbing, site lighting, landscaping and irrigation. Permits required from other permitting agencies such as Florida Department of Transportation (FDOT), South Florida Water Management District (SFWMD), Lake Worth Drainage District (LWDD), Florida Department of Environmental Protection (FDEP), Palm Beach County Health Department (PBCHD), Palm Beach County Engineering Department (PBCED), Palm Beach County Department of Environmental Resource Management (PBCDERM) and any others, shall be included with the permit request 3. All comments requiring changes and/or corrections to the plans shall be reflected on all appropriate sheets, 4, Please note that changes or revisions to these plans may generate additional comments, Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the Commission and at permit review, 5. Provide written and graphic scales on all sheets. The scale should match between all sheets depicting the site (LDR, Chapter 4, Section 7,B.1, 7.C.1, and 7F 1,) - Dept. of Public Works. Engineering Division Memo No, 04-093 RE: Church of Jesus Christ of Latter Day Saints, Major Site Plan Modification - 1 st Review MSPM 04-002 June 3. 2004 Page 2 6. Show all existing utilities on Site Development plan (LOR, Chapter 4, Section 7A3), 7. Show all existing drainage on the plans. Show or provide documentation that the existing and proposed storm water system is adequate to handle the proposed addition, 8. Full drainage plans, including drainage calculations, in accordance with the LOR, Chapter 6. Article IV, Section 5, will be required at the time of permitting. 9, Paving, Drainage and site details will not be reviewed for construction acceptability at this time, All engineering construction details shall be in accordance with the applicable City of Boynton Beach Standard Drawings and the "Engineering Design Handbook and Construction Standards" and will be reviewed at the time of construction permit application. UTILITIES 10, Fire flow calculations will be required demonstrating the City Code requirement of 1,500 g.p.m. (500 g,p.m. some residential developments) with 20 p,s,i. residual pressure as stated in the LOR, Chapter 6, Article IV, Section 16, or the requirement imposed by insurance underwriters, whichever is greater (CODE, Section 26-16(b)). 11, The LOR, Chapter 6, Article IV, Section 16 requires that all points on each building be within 200 feet of an existing or proposed fire hydrant. Please demonstrate that the plan meets this condition, by showing all hydrants. 12, Utility construction details will not be reviewed for construction acceptability at this time. All utility construction details shall be in accordance with the Utilities Department's "Utilities Engineering Design Handbook and Construction Standards" manual (including any updates); they will be reviewed at the time of construction permit application, LL:jam Cc: Jeffrey R. Livergood. P,E., Director, Public Works (via e-mail) Peter V Mazzella, Deputy Utility Director, Utilities H, David Kelley, Jr" PEl P.S,M., City Engineer, Public Works/Engineering (via e-mail) Glenda Hall, Maintenance Supervisor. Public Works/Forestry & Grounds Division Larry Quinn, Solid Waste Manager, Public Works/Solid Waste Kenneth Hall, Engineering Plans Analyst. Public Works/Engineering (via e-mail) File S:\Engineering\Office Associates File\Logan\04-093 MSPM Church of Latter Day Saints.doc .-- DEPARTMENT OF DEVELOPMENT BUILDING DIVISION MEMORANDUM NO. 04-142 List of Acronvms/Abbreviations: ASCE - American Society of Civil Engineers CBB - City of Boynton Beach CBBA - Boynton Beach Amendments CBBCO - City of Boynton Beach Code of Ordinances CBBCPP - City of Boynton Beach Comprehensive Plan Policy CFR - Code of Federal Regulations EPA - Environment Protection Agency FBC - Florida Building Code FIRM - Flood Insurance Rate Map F,S, - Fiorida Statutes lDR - land Development Regulations NEC - National Electric Code NFPA - National Fire Prevention Assn NGVD - National Geodetic Vertical Datum of 1929 SFWMD - South Florida Water Management District TO: Ed Breese Principal Planner FROM: Timothy K. Large ~ TRC Member/Building Division DATE: June 8, 2004 SUBJECT: Project - Church of Jesus Christ of Latter Day Saints File No. - MSPM 04-002 - 1st review We have reviewed the subject plans and recommend that the request be forwarded for Board review with the understanding that all remaining comments will be shown in compliance on the working drawings submitted for permits. Buildinll Division (Site Specific and Permit Commentsl- Timothv K. Large (5611 742-6352 1 Please note that changes or revisions to these plans may generate additional comments. Acceptance of these plans during the TRC process does not ensure that additional comments may not be generated by the commission and at permit review. 2 Indicate within the site data the type of construction of the building as defined in 2001 FBC, Chapter 6. 3 Indicate within the site data the occupancy type of the building as defined in 2001 FBC, Chapter 3. 4 The height and area for buildings or structures of the different types of construction shall be governed by the intended use or occupancy of the building, and shall not exceed the limits set forth in Table 500 of the 2001 FBe, 5 General area modifications to buildings shall'be in accordance with 2001 FBC, Sections 503.3, 503.3.2, and 503.3.3, Provide calculations verifying compliance with the above code sections and 2001 FBC, Table 500. 6 Buildings, structures and parts thereof shall be designed to withstand the minimum wind loads of 140 mph. Wind forces on every building or structure shall be determined by the provisions of ASCE 7, Chapter 6, and the provisions of 2001 FBC, Section 1606 (Wind Loads). Calculations that are signed and sealed by a design professional registered in the state of Florida shall be submitted for review at the time of permit application. 7 Every building and structure shall be of sufficient strength to support the loads and forces encountered per the 2001 FBC, Section 1601.2.1 and Table 1604.1. Indicate the live load (pst) on the plans for the building design. S:\DevelopmentIBuildingITRCITRC 20041Church of Jesus Christ Latter Day Saints Page 1 of 4 8 At time of permit review, submit signed and sealed working drawings of the proposed construction. 9 On the site plan and floor plan, indicate the number of stories that are in the building including, where applicable, mezzanines. Indicate the overall height of the building. 10 The building plans are not being reviewed for compliance with the applicable building codes. Therefore, add the words "Floor plan layout is conceptual" below the drawing titled Floor Plan found on sheets A-1 and A-2. 11 Add a labeled symbol to the site plan drawing that represents and delineates the path of travel for the accessible route that is required between the accessible parking spaces and the accessible entrance doors to the building. The installed symbol, required along the path, shall start at the accessible parking spaces and terminate at the accessible entrance doors to the building. The symbol shall represent the location of the path of travel, not the location of the detectable warning or other pavement markings. The location of the accessible path shall not compel the user to travel in a drive/lane area that is located behind parked vehicles. Identify on the plan the width of the accessible route. (Note: The minimum clear width of an accessible route shall be 36 inches, except at curb ramps that are part of a required means of egress shall not be less than 44 inches). Add text to the drawing that would indicate that the symbol represents the accessible route and the route is designed in compliance with 2001 FBC, Section 11-4.3 (Accessible Route) and 11-4.6 (Parking and Passenger Loading Zones). Please note that at time of permit review, the applicant shall provide detailed documentation on the plans that will verify that the accessible route is in compliance with the regulations specified in the 2001 FBC. This documentation shall include, but not be limited to, providing finish grade elevations along the path of travel. 12 Vertical accessibility to the second floor area shall be required per the 2001 FBC, Sections 11-4.1.2, 11-4-1.3(5) (New Construction) and Section 11-4.1.6 (Alterations). 13 Identify within the site data the finish floor elevation (lowest floor elevation) that is proposed for the building. Verify that the proposed elevation is in compliance with regulations of the code by adding specifications to the site data that address the following issues: a. The design professional-of-record for the project shall add the following text to the site data. "The proposed finish floor elevation _' _ NGVD is above the highest 100-year base flood elevation applicable to the building site, as determined by the SFWMD's surface water management construction development regulations." b. From the FIRM map, identify in the site data the title of the flood zone that the building is located within. Where applicable, specify the base flood elevation, If there is no base flood elevation, indicate that on the plans. c. Identify the floor elevation that the design professional has established for the building within the footprint of the building that is shown on the drawings titled site plan, floor plan and paving/drainage (civil plans). 14 A water-use permit from SFWMD is required for an irrigation system that utilizes water from a well or body of water as its source. A copy of the permit shall be submitted at the time of permit application, F.S. 373.216. S:\DevelopmentIBuildingl TRC\ TRC 20041Church of Jesus Christ Latter Day Saints Page 2 of 4 15 If capital facility fees (water and sewer) are paid in advance to the City of Boynton Beach Utilities Department, the following information shall be provided at the time of building permit application: a. The full name of the project as it appears on the Development Order and the Commission-approved site plan. b. The total amount paid and itemized into how much is for water and how much is for sewer. (CBBCO, Chapter 26, Article II, Sections 26-34) 16 Add a general note to the site plan that all plans submitted for permitting shall meet the City's codes and the applicable building codes in effect at the time of permit application. 17 Pursuant to approval by the City Commission and all other outside agencies, the plans for this project must be submitted to the Building Division for review at the time of permit application submittal. The plans must incorporate all the conditions of approval as listed in the development order and approved by the City Commission, 18 If possible, provide photo metrics as part of your TRC plan submittals. 19 This structure meets the definition of a threshold building per F.S. 553.71(7) and shall comply with the requirements of F.S. 553.79 and the CBBA to the 2001 FBC, Sections 105.3.1 through 105.3.6. The following information must be submitted at the time of permit application: a. The structural inspection plan must be submitted to the enforcing agency prior to the issuance of a building permit for the construction of a threshold building, b. All shoring and re-shoring procedures, plans and details shall be submitted. c. All plans for the building that are required to be signed and sealed by the architect or engineers of record shall contain a statement that, to the best of the architect's or engineer's knowledge, the plans and specifications comply with the applicable fire safety standards as determined by the local authority in accordance with this section and F.S. Section 633. 20 Sheet G-1 - "Design Criteria" - Wind pressure design shall be based upon 140 mph per the 2001 FBC, Section 1606.1 and Figure 1606. 21 Show point of compass on sheets G-1, PZ1.1, SO 1.2, L 1.1,11.1, A-1, and A-2. 22 Sheet PZ1.1, A-1 and A-2 - Clearly labellidentify all new and existing construction on the plans. 23 Indicate the type of construction and the square footage of the existing structure on sheet SOU. 24 Indicate the square footage of the proposed addition on sheet SD1.1 (include 2nd floor). 25 The minimum number of sanitary facilities shall comply with the 2001 FBC, Plumbing, Table 403. S:\Development\Buifding\ TRC\ TRC 2004\Church of Jesus Christ Latter Day Saints Page 3 of 4 26 Sheet A-1 - Indicate on the plan the intended use of the toddler restroom after the plumbing fixtures are relocated. 27 Usable space under stairs within an exit enclosure shall comply with the 2001 FBC, Building, Section 1006.1.4 (see relocated water heater). Show the required fire rating and access to the water heater, Florida Fire Prevention Code, Section 7.2.2.5.3. bf S:\DevelopmentIBuildingl TRC\ TRC 2004\Church of Jesus Christ Latter Day Saints Page 4 of 4