PUBLIC NOTICE City of Lockhart Historical Preservation Commission 5:30 p.m. Wednesday, April 23, 2025 Municipal Building = Glosserman Room 308 West San Antonio Street AGENDA 1. Call meeting to order. 2. Citizen comments not related to an agenda tem. 3. Consider the minutes of the April 2, 2025 meeting. 4. CFA-25-06. Consider a request by Teresa Charnichart for approval of a Certificate for Alteration for the extensions of both a concrete pad and enclosure for an existing barbecue pit on part of Lot 1, Block 13, Original Town of Lockhart, zoned CCB (Commercial Central Business), and located at 102 East Market St. 5. CFA-25-08. Consider a request by Amelia Smith for approval of a Certificate for Alteration for the following types of signage on a newly constructed building: wall, window, awning-mounted, and ground-imbedded, on Lots 1 and 2, Jack Pearce Subdivision, on property zoned CCB (Commercial Central Business), and located at 120 E. Market St. 6. Discuss conceptual exterior improvements to the Lockhart Fire Station located at 201 W. Market St. 7. Discuss the date and agenda of the next meeting, including Commission requests for agenda items. 8. Adjournment. Posted on the bulletin board in the Municipal Building, 308 West San Antonio Street, Lockhart, Texas, at 1:00 p.m. on the 16th day of April, 2025. City of Lockhart Historical Preservation Commission April 2, 2025 MINUTES Members Present: Kevin Thuerwaechter, Christine Ohlendorf, Marcia Proctor, Ray Ramsey, Frank Gomillion, Ron Faulstich Member Absent: Jerry Haug Staff Present: David Fowler, Kevin Waller, Romy Brossman Public Present: Martin Spellerberg (applicant, Agenda Item 4) 1. Call meeting to order. Chair Thuerwaechter called the meeting to order at 5:32 p.m. 2. Citizen comments not related to an agenda item. None 3. Consider the minutes of the March 5, 2025, meeting. Commissioner Gomillion moved to approve the minutes as presented. Commissioner Ohendorfseconded; the motion passed by a vote of 6 - 0. 4. TA-23-01. Consider a request by Martin Spellerberg of Spellerberg Associates, LLC, for a final site inspection and determination of substantial completion as required for certification of approved enhancements for Tax Abatement to include various interiori improvements, a new HVAC unit on the roof, a new window on the rear building façade, the re-pitching of the roof from the east to west sides and replacement of the roof with a different material to also include consideration of the actual amount spent on the enhancements which differs from the estimated amount specified in the approved Tax Abatement Agreement and to also include a recommendation to City Council to extend the one-year timeframe set forth in the Tax Abatement Agreement for completion of the work to the actual timeframe spent, being 17 months, to a building in the Historic District on part of Lot 4, Block 19, Original Town of Lockhart, zoned CCB (Commercial Central Business), and located at 103 South Main St. Planning Staff Kevin Waller informed the Commission that the presentation will be given after the site visit. The Commission departed at approximately 5:35 p.m. for a site visit to the subject property at 103 South Main St., and returned at 6:08 p.m. Mr. Waller proceeded with the presentation. The estimated amount spent on the enhancements is $145,400.00. Staff was informed by the applicant that the actual amount spent was $159,420.00. A motion to approve the completed enhancements could stipulate that the actual expenditure amount is approved. A similar stipulation was made for the tax abatement approval for Ronda Regan's property at 112 N. Main St. in August 2024, in which 1- Historical Preservation Commission Meeting 4-2-2025 the Commission's approval included both the estimated amount as well as any higher amount that exceeded the estimate. Mr. Waller noted that Staff was informed that the time to complete the approved enhancements exceeded the one-year timeframe specified in the approved Tax Abatement Agreement. Specifically, the construction was completed in February 2025, which is 5 months beyond the one-year timeframe. As a result, the extended timeframe for completion must be considered by the City Council for an extension. Staff suggests that the Commission vote on a recommendation to the Council to extend the one-yeartimeframe for completion of the enhancements at today's meeting. In addition, Staff suggests that the Commission also vote on a recommendation to City Council to remove the general one-year timeframe in Chapter 28, and replace it with a timeframe "as approved by City Council," which would allow flexibility depending on the scope ofthe project. The Commission and Staff discussed the process for the approval of the time extension and the original submittal for the project. Applicant Martin Spellerberg, 6312 Woodhue Dr., Austin, TX, responded to Commissioner Proctor's comment about the new rear, second story window. Commissioner Faulstich moved to approve the completed enhancements of TA-23-01, in addition to the actual amount of money. spent on the enhancements, and a recommendation to the City Council to approve the extended timeframe for completion of the enhancements. Commissioner Ohlendorf seconded; the motion passed by a vote of6 - 0. 5. Consider a recommendation to the City Council for a text amendmentto Chapter 28, Historic Districts and Landmarks, to replace the one-year timeframe requirement for completion of enhancements to an approved Tax Abatement application for historic preservation with an open-ended timeframe approved by City Council. Mr. Waller explained that this would be an amendment to two sections of the ordinance, Sections 28-21(k) and 28-23, which point specifically to a one-year timeframe. The change would read "as approved by City Council", as opposed to a more limited, one-year timeframe. This would make the timeframe more flexible to the needs ofthe project, and provide the City Council with the ability to set a custom timeframe for each individual project. The Commission and City Staff discussed how the Tax Abatement is funded and possible timeframes. Planning Director David Fowler clarified that with this change, applicants seeking the Tax Abatement would not have an open-ended timeframe. LHPC would impose a completion date based upon information the applicant provides. The timeframe would then be approved by City Council. Due to the potential for work delays, the applicant will need to come back to the Commission to report on delays and request an extension if needed. Commissioner Gomillion moved to recommend approval to the City Council for a text amendment to Chapter 28, Historic Districts and Landmarks, Sections 28-21(k) and 28-23, to eliminate the one-year timeframe, to be replaced with a project-specific timeframe to be approved by City Council. Commissioner Faulstich seconded; the motion passed by a vote of 6-0. 2- Historical Preservation Commission Meeting 4-2-2025 6. Discuss the date and agenda oft the next meeting, including Commission requests for agenda items. Staff introduced a possible second meeting, on April 16th or 23rd, which would consist of two applications including a presentation by the Fire Department. 7. Adjournment. Commissioner Faulstich moved to adjourn the meeting, and Commissioner Thuerwaechter seconded. The motion passed by a vote of 6-0, and the meeting adjourned at 6:46 p.m. Approved: (date) Romy Brossman, Recording Secretary Kevin Thuerwaechter, Chairman -3- Historical Preservation Commission Meeting 4-2-2025 206 105 101 ST ANTONO 100 111 109 E SAN CHB 115 113 102 ST ANTONIO 104 W SAN 106 101 108 103 110 105 110 114 116 209 111 207 118 113 115 117 ST EN EMABKETS 119 CCB 200 202 117 ST 116 s 202 w MARKET 104 112 106 108 110 206 201 S 100 102 208 203 210 205 212 118 215 212 211 219 216 103 217 218 EAST S EPRAIRIE 120 LEAST 303 PRAIRIE W. 300 301 CMB 202 308 311 315 CFA-25-06 N SUBJECT PROPERTY 102 E MARKET ST ZONING BOUNDARY OUTDOOR ENCLOSURE EXTENSION Scale 1" = 100' STAFF REPORT CERTIFICATE FOR ALTERATION CASE SUMMARY STAFF: Kevin Waller, Historical Preservation Officer/Senior Planner Kw/ CASE NUMBER: CFA-25-06 REPORT DATE: April 15, 2025 MEETING DATE: April 23, 2025 APPLICANT'S REQUEST: Extensions of existing concrete pad and enclosure for an existing barbecue pit STAFF RECOMMENDATION: Approval CONDITIONS: None BACKGROUND DATA APPLICANT: Teresa Charnichart OWNERS: Philip and Claude DuCloux SITE LOCATION: 102 E. Market St. LEGAL DESCRIPTION: Part of Lot 1, Block 13, Original Town of Lockhart EXISTING USE OF PROPERTY: Commercial PROPOSED USE OF PROPERTY: Same ZONING CLASSIFICATION: CCB (Commercial Central Business) ANALYSIS OF ISSUES PROJECT DESCRIPTION: The applicant proposes to extend both the existing concrete pad and enclosure for an existing barbecue pit at the rear of the property for the Barb's-B-Q business establishment. Specifically, the pad and enclosure will be extended two feet to the west, and six feet to the east, with no extensions occurring to the north or south. The resulting dimensions of the expanded structure are 17 feet wide (east to west) by 18 feet deep (north to south), with a height range of 8 feet at the west end to 10 feet at the east end. The applicant proposes to use the same materials for the expanded enclosure that currently exist, being metal framing with screened-in windows and a corrugated, galvanized steel roof. In an email to Staff dated February 12, 2025, the applicant explains that the main purpose of the proposed enlargement is to increase much-needed preparation space in anticipation of higher customer traffic levels in the near future. A new rotisserie is proposed to be added to the expanded smokehouse, alongside the existing smoker pit, with additional equipment possible per the applicant. It should be noted that the eastward extension will result in the structure being located 6 inches from the east property line, of which there are no side-yard setbacks in the Commercial Central Business Zoning District. In addition, the site plan demonstrates that the westward expansion will not conflict with the location of the fire escape stairs or the two exhaust vents encroaching into the subject property from the Old Pal building to the west, nor will the extension interfere with the existing power pole, tree, and manhole in proximity to the structure's southwest corner. The Commission approved the original smokehouse enclosure on April 5, 2023 (Case File # CFA-23-11). COMPATIBILITY: The extended pad and enclosure are not of a design or scale, nor in a location, that would detract from the character of the Courthouse Square Historic District. Smitty's Market is also located within the District, and contains a barbecue pit to the rear, or east end, of the property, that also does not present a visual impact to the area. COMPLIANCE WITH STANDARDS: The proposed extension is subject to approval of this Certificate for Alteration, which is required for all construction within the Historic District (Historic Districts and Landmarks Ordinance Section 28-11(a)). In addition, the proposal is subject to compliance with building code requirements, as well as health and safety regulations. According to a recent discussion with the applicant, the existing and proposed structure footprint is located four feet 8 inches from the business' main building, which is four inches short of the required 5-foot building separation distance per Fire Code. The applicant explains that in discussions with the Fire Chief and Health Inspector at the time, the varied distance was found to be acceptable, due to the type of structure and its intended use. Staff also confirmed the same with the Building Official. According to Section 28-11(d)(1), the only exemption from a Certificate for Alteration when not visible from a public street is for signs. Further, the proposed extended structure, similar to the existing structure, will be visible from the South Commerce Street right-of-way. ALTERNATIVES: None necessary. LOCKHART, TX Bpa N EG' +o nocthn line CURRENT BUILDING Pryperty 19' 4'8" 6' 9' 18 18 Present 8' 18 Enclosure EXISTING BUILDING wRS+ prepertt Vine, 9' 6' 6"toeast Prpertyline 171 Pr-posed wistn 15' Shrwchare Foripript OUTH PROPERTY LINE 25' LOCKHART, TX Bga 102 E Building 19' L 4'8" 17' D 3.3' Expandel Enclosare 18' 100 E BUILDING 26' 4.6' 16.6' - e 5.5' E 9.1' / - - 15' PROPERTY LINE 25' I N 31" 19' BARBS 32" EV 49" 45" 3411 Wall te Stotrs 26 245" P 1 21G 29 48' : 18" 66" 24" - 108" 7" 12" fire escape PP - - Staurs 72" agb 2o'tenc 172" lo" i 32" lwo exhaust Vent S a wotl 18"WIDE power pole, 7"away tree 17" away 32 MAP VoLE emanhale 72" awoy DOOR SCHEDULE Number QTY FLOOR SIZE WIDTH HEIGHT R/O DO1 2 1 SCREEN LRI EX 72" 80" 74"X83" MEASUREMENTS TEM SIZE (W: XI L) WIDTH AWAY LENGTH. AWAY FROM FROM ENCLOSURE ON ENCLOSURE EAST SIDE BARBS EXHAUST 31" X31" N/A N/A VENT FIRE ESCAPE 45" X245" 21" N/A STAIRS OLDPAL 29" X4 48" 21" N/A EXHAUST VENT POWERI POLE 10" X 10" N/A / TREE 18" X20" N/A 12' MANHOLE 32". X32" N/A 72" 1 Number DESCRIPTION HEADER D01 EXT. DOUBLE 2X6X77" HINGED-DOOR 2 2 6 e 1 V N 7 City of Lockhart Caldwell County, Texes Original Town of Lockhart Part of Lot 1in - Block 13 ) 6 (25 Vare L $ tr - r 6. 108 slaireoy bp'sier Sfary. P & 8 as') 2nd In H int a antioraot M9 NBE Tragtk Fint 25:00 Pepegs 29.00 Ease: 285/316 Sastallslen Ca 5 BoRW 20429- 2-stony O.PR. 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Lot - Records 1 Lal 2 HLE DALLED M: COMCEN I 1 oA E A SUMPORE * - 1e ja BADA GpR A a PALE 9 ME HALE ) Bs MUR SURVEYF PLAT GEAK OUE WE. Showng 4 0.072 of land out of the Lok * im Block 13 of lhe ORIGINAL tOWN OF ARR METLE LOCKHARE, in E Teyee mppouing mR @ plat thenedl mcorded in à ONE AGLe ONLE Yolme Q Page Goed Rcaas E Couty Texis E irgrawnga as found sihusled 0P8 OHOL thereon. idoh Hareby hathet - wdo ofa suyermadi ant the, Pie AEDOR goondy my dsts onMah Tos oppenent nor fasearcher ULENE QE MRT record to E weres E the Guveyos fmerer me a eosemeni olcord shbh coukd efloctrthis paroel THIS SURVEYISG CERTIFIEDAND ms CONTENTS GUARANTEED FORL LUSEWITH THIS ONE TRANSACTION. ONLY DATED THIS DATE THE SURVEYOR SHALL NCUR NO LABLITYFORANY USE OF THIS SURVEY BEYOND THISONE TRANSAQTION OR FORANY PERSON/S) NOTA ASSOCIATED WITH THIS TANSACTION Ony thone Arinte: crtaicig te nellod Survayor's seal ands anorighal"LIVE" sionatun eredoligial andreladypgo! l theu user. HNKLE SURVEYORS 69 PQ. Box 1027 11098 Men Sleei Lodhat, 1X 78844 Ph: 162,3862000FaE612 398-7883 Emalk conlacto ernise Suneyon, 2021 hink lesuiveyors.con FimRegsntena 100888-00 5 - C FM 6 - TE LRSS - T Reler 1 opbaies sie plan- desin has Chagea fr-m e oplew. Wales Lne/ Drain Grade '6" V : Ewel pesel EOREK. Caneete çod 17* Pei 17' tEpail Ares - CERTIFICATE FOR ALTERATION APPLICATION ds CFA.25.0G 1512/. 398-3461 - FAX/512/ 398-3833 PO. 239 . Lockhart Lockhart Box Texas 78644 308 West. San Antonio Street TEXAS APPLICANT / PROPERTY OWNER APPLICANT NAME Teresa Charnichart ADDRESS 102 E Market St STE A DAY-TIME TELEPHONE 5122307316 Lockhart, TX 78644 E-MAIL yeehaw@barosbq.com OWNER NAME Philip DuCloux ADDRESS P.O Box 3, Bastrop, Texas DAY-TIME TELEPHONE 5123031477 E-MAIL ucoux@austn.r.com Alfredo Tristan $6500 PERSON DOING WORK ESTIMATED COST PROPERTY LEGAL DESCRIPTION Part of Lot 1, Block 13, Original Town of Lockhart ADDRESS 102 E Market St, Lockhart, TX, 78644 ZONING CLASSIFICATION CCB GENERAL INFORMATION An approved Certificate for Alteration (CFA) is required by City Code for all signage, construction, alteration, or modification of property designated as Historic, if such activities will change the architecture, design, finishes, or outward appearance of a building, structure, object, site, area, or district, as viewed from the exterior (Ord. 93-19, Sec. 11 and 12). A CFA is also required for interior work affecting load-bearing walls. A City Sign Permit and/or City Building Permit may also be required by City Code. Only fully completed applications will be accepted. PROJECT DESCRIPTION AND ATTACHMENTS PLEASE INCLUDE PHOTOS OF THE PROJECT AREA WITH THE APPLICATION, AS WELL AS A DIAGRAM(S) OF THE PROPOSED WORK WITH DIMENSIONS, MATERIALS, METHOD OF ATTACHMENT TO THE BUILDING (IF APPLICABLE), TECHNICAL SPECIFICATIONS, ETC. THE DIAGRAM MAY BE HAND-DRAWN. ALL ATTACHMENTS MUST BE IN 8.5" X 11" FORMAT. PROVIDE A DESCRIPTION OF THE PROPOSED WORK HERE: Extension of Outdoor Enclosure APPLICATION FEE OF $50.00. payable to the City of Lockhart Receipt Number: Ro135551. TO THE BEST OF MY KNOWLEDGE, THIS APPLICATION AND ASSOCIATED DOCUMENTS ARE COMPLETE AND CORRECT, AND IT IS UNDERSTOOD THAT I OR ANOTHER REPRESENTATIVE SHOULD BE PRESENT AT ALL PUBLIC MEETINGS CONCERNING THIS APPLICATION. APPLICANT SIGNATURE DATE 2/2012725 PROPERTY 2/10/25 OWNER SIGNATURE Philyp Ducloug DATE HISTORICAL PRESERVATION COMMISSION APPROVAL DATE CERTIFICATE FOR ALTERATION- SCOPE OF WORK QUESTIONNAIRE This form must be completed by the applicant for a Certificate for Alteration. The Lockhart Historical Preservation Officer (HPO) shall independently verify all information provided on the application and attached questionnaire. The HPO shall review the application and this questionnaire in an expedient manner and notify the applicant of the outcome of the review. Additional information may be needed to complete the application and review process. Final review and action on the application for the Certificate for Alteration by the Lockhart Historical Preservation Commission in a public meeting is required. Any required explanations to answers given shall be attached. The proposed improvements represented on this application will be the limit of construction and alteration work undertaken. Construction shall not begin prior to authorization by the approval oft the Certificate for Alteration. Yes No Verified SCOPE OF WORK QUESTIONS Section One construction Kw 1. Is this application for or alteration on or at a property which is in al Historic District or a City-designated Historic Landmark? What is its zoning designation? CCB Check one: Historic Landmark Historic District J 2. Is this application for construction or alteration work that is NOT described or defined kw any as ordinary maintenance of a historic property? Is it more than limited "Ordinary Maintenance"? 3. Will the construction or alteration covered this Kw by application include any work visible from the exterior of the property? - 4. Will the construction or alteration kw covered by this application remove or physically change any structural elements of the property (i.e. interior or exterior load-bearing walls, columns, posts, foundations, footings, etc.)? Section Two / Kw 1. Is the construction or alteration covered by this application considered an emergency repair of / sudden, accidental, or unforeseen property damage? When did damage occur? Lw 2. Is the construction or alteration covered by this application considered necessary to correct a / F circumstance that endangers a building, business, owner, or the public? Kw 3. Is the construction or alteration covered by this application considered permanent, to be in place more than 90 days? (A temporary construction or alteration is required to be removed within 90 days and the property is to be returned to the original or agreed upon condition.) Kw/ 4. Has a permit been issued for any of the proposed work? Date: Permit No. Has any work actually started? Describe: Section Three Kw/ 1. Will the construction or alteration covered by this application make a physical change to any design elements, features, or finishes visible from the exterior of the property? w 2. Will the construction or alteration covered by this application repair or replace an element of the building or property with a material different from the original material of that element? - w 3. Will the construction or alteration covered by this application include painting exterior surfaces that have not been previously painted? L kw 4. Does the construction or alteration covered by this application include demolition or removal of any part or element of the property visible from the exterior of the property? L kw/ 5. Will the construction or alteration covered by this application make any change in the appearance of the property as viewed from the exterior of the property? Scope of Work Questions Verified Kavhn W-er By: Date of Verification: 2/36/25 CFA-25-oC /71/75 Certificate No. Date Submitted Please Note: A Certificate for Alteration is valid for a period concurrent with the Building Permit granted for the proposed work, or a period not to exceed 18 months. N ANTONIO ST 101 E SAN 100 CHB 102 104 106 108 112 110 110 114 105 116 209 211 207 118 CHB 115 ST S EN MARKET 117 8 119 CCB 218 200 202 B MARKET ST 201 A W 116 S 202 104 112 106 108 110 206 201 S 100 102 208 203 210 205 212 212 215 211 219 216 103 217 218 IBANSNISE 301 LEA ST 120 wW. PRAIRIEI CMB 303 300 300 301 321 308 311 315 CHB CFA-25-08 N SUBJECT PROPERTY 120 E MARKET ST ZONING BOUNDARY NEW SIGNAGE FOR NORTH, SOUTH & EAST WALL FACADES Scale 1" = 100' STAFF REPORT CERTIFIÇATE FOR ALTERATION CASE SUMMARY STAFF: Kevin Waller, Historical Preservation Officer/Senior Planner Kw CASE NUMBER: CFA-25-08 REPORT DATE: April 16, 2025 MEETING DATE: April 23, 2025 APPLICANT'S REQUEST: New signage STAFF RECOMMENDATION: Approval CONDITIONS: None BACKGROUND DATA APPLICANT: Amelia Smith OWNER: Jack Pearce, LLC, c/o Jim and Amelia Smith LEGAL DESCRIPTION AND SITE LOCATION: Lots 1 and 2, Jack Pearce Subdivision (120 and 124 East Market Streets, respectively) EXISTING USE OF PROPERTY: Mixed-use building under construction PROPOSED USE OF PROPERTY: Mixed-use building ZONING CLASSIFICATION: CCB (Commercial Central Business) ANALYSIS OF ISSUES PROJECT DESCRIPTION: Proposed are various signs for four businesses that will locate in the new mixed- use building currently under construction at the southwest corner oftheintersection of East Market Street and South Commerce Street. The businesses include Countywide Realty, Corridor Title Company, Westlake Dermatology, and the Lockhart Chamber of Commerce's Visitor Center. The signage will be located on three of the building's four wall facades. For the north façade along East Market Street, three signs are proposed for Corridor Title, including a flush-mount wall sign, projecting wall sign, and window sign. Countywide Realty will feature three signs on this façade, to include a window sign, projecting wall sign, and awning-mounted sign. Westlake Dermatology will feature two signs on this façade, to include an awning-mounted sign and ground-etched sign. For the east façade along South Commerce Street, one wall sign is proposed for Corridor Title. Westlake Dermatology will feature three signs on this façade, to include a projecting wall sign, window sign, and ground-etched sign. The Lockhart Visitor's Center will feature two signs on this façade, including an awning-mounted sign and window sign. For the south façade along the public alleyway, one wall sign is proposed for the Visitor's Center. According to the application materials, this advertising sign will change periodically, be printed on outdoor-rated material, and located within aframe secured to the wall. The two ground-etched signs noted above will be adjacent one another at the entrance located at the building's northeast corner at East Market and South Commerce Streets. According to the applicant, all signs will be steel or aluminum with drilled studs and backlit, with the exception of the window and ground-etched signs. A ground clearance of at least 7 feet above the sidewalk will be maintained for all projecting wall signs. Please refer to the color illustrations and sign location exhibit included with your packet materials. The Historical Preservation Commission approved the new construction, mixed-use building on February 9, 2023 (Case File # CFA-23-03), and the Planning and Zoning Commission approved a Specific Use Permit for the mixed-use element on March 22, 2023 (SUP-23-05). COMPATIBILITY: The proposed signage is not of a scale or design that would detract from the character of the Courthouse Square Historic District. Other examples of wall, window, and awning-mounted signs can be found nearby. The proposed ground-etched signs will add a unique visual element that is not commonly found within the District. COMPLIANCE WITH STANDARDS: The signs comply with the Sign Ordinance, and the required Sign Permits are subject to approval of this Certificate for Alteration. ALTERNATIVES: None necessary LAKEIFLATO LOCKHART MARKETST SIGNAGE PACKET Facade Area TOTAL SIGN AREAI PER ELEVATION 2,500 sqft Total NORTHE ELEVATION 45.43 sqft 4.000 sqft Total EASTE ELEVATION 48.43att 2,500 sqft Total SOUTH ELEVATION 88.0saft 4,000 sqft Total WESTELEVATION 00.0 sqft 181.86sqft 7'8" 107 14.06sgft A R 13 60"7 3'6" 21sqft 14'7" 1215sgft 14'0" 11.67sgft 8'0" BUSINESS mo ADVERTISING a 88sgft Sign frame will be secured to the wall. Sign will be printed on outdoor rated material and will change from time to time. COMMERGESRI 18'0" 97 135sgft COMMERCE STREET 2'5" 510" 9.26sgft 70" 27" 1.51sgft 72" COMM 2'7" 51sgft 22 6'8" PROPERTYLINE ENTRANCE FACING ENTRANCE FACING 1S" 10 118'sgft - - COMMERCE STREET 2'4" 2 I 0.39sgft MARKET STREET 8' 57 0.69sgft - # MARKET STREET 1.4sgft 7o W : 6 : $ E E - B, a 8 5 2 6 3 : a it 2 + - H D 8 - 0 & : a € - I 7 E E : 24 € : - 8 8 * A - I : - 8) - . 3 / J D 7 D 4 - 2 1 ) GERTHICA La TION PRUGATION 25-06% fdA 1512/398-3461 . FAX/512/398.3833 P.O. Box. 239 . Lockhart, Texas 78644 Lockhart 308 WestSanAntono Street TEXAS PRUBAEPRPARYEXNER A LUC L. APPLICANT NAME OMLL.arw, ADDRESS 120 Moll 348 DAY-TIME 198 TELEPHONE 3/2- LOEKRAnVTE E-MAIL shmcha e CPHAmAERLen - A NAME 3. OWNER 300 JNk BeMy ub ADDRESS limmels DAY-TIME TELEPHONE 36-345-149 Lock hart 2X 7814y E-MAIL Same PERSON. DOING WORK ESTIMATED COST Vinw aW YmiolEs MNKMMN PROPERI E as 073 17 LEGAL DESCRIPTION Onbu Tomu 3w Uy LotbhA ADDRESS 1200 B market LockhaA 1X ZONING CLASSIFICATION tDE 56 3 GENERALINEORMATIONK 5 9 An approved Certificate for Alteration (CFA) is required by City Code for all signage, construction, alteration, or modification of property designated as Historic, if such activities will change the architecture, design, finishès; or outward appearance of a building, structure, object, site; area, or district, as. viewed from the exterior (Ord. 93-19, Sec. 11 ànd 12). A CFA is also required for interior work affecting load-bearing walls. A City Sign Permit and/or City Building Permit may also be required by City Code. Only fully completed applications willl be accepted. PROECTDESORPIONAN DSA TACHI BNTS a PLEASE INCLUDE PHOTOS OF THE PROJECT AREA WITH THE APPLICATION, AS WELL AS A DIAGRAM(S) OF THE PROPOSED WORK WTH DIMENSIONS, MATERIALS, METHOD OF ATTACHMENT TO THE BUILDING (IF APPLICABLE), TECHNICAL SPECIFICATIONS, ETC. THE DIAGRAM MAY BE HAND-DRAWN. ALL ATTACHMENTS MUST BE IN 8.5" X 11" FORMAT. PROVIDE/ A DESCRIPTIONOF: THE PROPOSEDI WORKHERE: bf Ay wNm, Pm/NEnNL wihet - matl WL tcet nkA SM Hbh wk - brl Will bL hckuT 7 $MG APPIGATIONFEOAODA IMBHSONALBAN ReceiptNuimbers R01361313 TO THE BEST OF MY KNOWLEDGE, THIS APPLICATION. AND ASSOCIATED DOCUMENTS ARE COMPLETE AND CORRECT, AND IT IS UNDERSTOOD THAT I OR ANOTHER REPRESENTATIVE SHOULD BE PRESENT AT ALL PUBLIC MEETINGS CONCERNING THIS APPLICATION. / , 9A96 APPLICANT SIGNATURE DATE 1 PROPERTY OWNER SIGNATURE SPAS DATE HISTORICAL PRESERVATION COMMISSION APPROVAL DATE CERTIFICATE FOR ALTERATION- SCOPE OF WORK QUESTIONNAIRE This form must be completed by thè applicant for a Certificate for Alteration. The Lockhart Historical Preservation Officer (HPO) shall independentiy verify all information provided on the application and attached questionnaire. The HPO shall review the application and this questionnaire in an expedient. manner and notify the applicant of the outcome of the review. Additional information may be needed to complete the applicalion and review process. Final review and action on the application for the Certificate for Alteration by the Lockhart Historical Preservation Commission in a public meeting is required. Any required explanations to answers given shall be attached. The proposed mprovements represented on this application will be the limit of construction and alteration work undertaken. Construction shall not begin prior to authorization by the approval of the Certificate for Alteration. Yes No Verified SCOPE OF WORK QUESTIONS Section One Kw/ 1. Is this application for construction or alteration on orat a property which is in al Historic District or a City-designated Historic Landmark? What is its zoningdesignation? C& Check one: Historic Landmark Historic District Kw 2. Is this application for any construction or alteration work that is NOT described or defined as ordinary maintenance of a historic property? Is it more than limited "Ordinary Maintenance"? E 3. Will the construction or alteration çovered by this application include any work visible from the exterior of the property? Kw 4. Will the construction or alteration covered by this application remove or physically change any structural elements of the property (i.e. interior or exterior load-bearing walls, columns, posts, foundations, footings, etc.)? Section Two 1. Is the construction or alteration covered by this application considered an emergency repair of sudden, accidental, or unforeseen property damage? When did damage occur? w 2. Is the construction or alteration covered by this application considered necessary to correct a circumstance that endangers a building, business, owner, or the public? / w 3. is the construction or alteration covered by this application considered permanent, to be in place more than 90 days? (A temporary construction or alteration is required to be removed within 90 days and the property is to be returned tothe original or agreed upon condition.) 4. Has been issued the work? Date: kw a permit for any of proposed Permit No. Has any work actually started? Describe: Section Three Aw 1. Will the construction or alteration covered by this application make a physical change to any design elements, features, or finishes visible from the exterior of the property? / 2. Will the construction or alteration covered by this application repair or replace an element of the building or property with a material different from the original material of that element? X . 3. Will the construction or alteration covered by this application include painting exterior surfaces that have not been previously painted? 4M 4. Does the construction or alteration covered by this application include demolition or removal of any part or element of the property visible from the exterior of the property? 5. Will the construction or alteration çovered by this application make any change in the appearance oft the property as viewed from the exterior of the property? Waler Scope ofWork Questions Verified By: KRvin Date of Verifiçation: KA6/73 Certificate No. CFA-25-06 Date Submitted 419/zs Please Note: A Certificate for Alteration is valid for a period concurrent with the Building Permit granted for the proposed work, or a period not to exceed 18 months. 2 N % Mopry SIGNPERMIT APPLICATION - fACAOE SP CITY OF PRLR 558 1512/. 398-3461 . FAX/512/ 398-3833 PO. Box. 239 e Lockhart, Texas 78644 Lockhart 308 West. San Antonio Street TEXAS CONTRACTOROWAER A CONTRACTOR NAME ÇOONTYWIOE BuIupoks LICENSE NO. DAY-TIME TELEPHONE, 512) 185516 ADDRESS 245 BUFLIN 4. E-MAIL wsl County wide Pe,com OHMRT, TX 78l44 OWNER NAME TACL PEARCE uE ADDRESS 20 5. COMMERLE SEA DAY-TIME TELEPHONE 572 787 5180 LOCHANI,TE 18644 E-MAIL amelia p comnhpedercon & PROPERTY ADDRESS OR GENERAL LOCATION 120 B. MALLET S1 ZONING CLASSIFICATION (CB HISTORIG LANDMARK OR DISTRICTYN) NUMBER OF STREET FRONTAGES (Property lines abutting a public street) 3 PRINCIPAL USE OF LAND AND/OR BUILDINGS ON THE SITE MIKED USE Nw Cosina CORRIOOR NAME OF BUSINESS TO OWN OR USE PROPOSED SIGN TE CDVNTYw2E D69cty WLHLE ipo2w - REQUESTED PERMIT PROPOSED CONSTRUCTION (Check all that apply) ON-PREMISE OFF-PREMISE NEW SIGN STRUCTURAL REPAIR STRUCTURAL AL TERATIONRELOCATION TYPE OF SIGN PROPOSED (Check all that apply) V WALL MARQUEE & awns-meaAt faune Tmballas LOW PROFILE MEDIUM PROFILE HIGH PROFILE INSTITUTIONAL DEVELOPMENT ENTRANCE RESIDENTIAL IDENTIFICATION +1o of 25co y - - 5p44 lowek 515 1 e Praç-seb Sisnan Ltotal) a 45.43P CHARACTERISTCSOFSION IF ATTACHED SIGN, TOTAL AREA OF BUILDING FACADE ON WHICH LOCATED 2500 SQ. FT. IF FREESTANDING SIGN, SETBACK FROM NEAREST STREET RIGHT-OF-WAY LINE FT. HEIGHT TO TOP OF SIGN FT. TOTAL SIGN FACE AREA (One side only) 45.435Q. FT. ILLUMINATION NONE INTERNAL REFLECTED BARE BULB wan Si5ns wi e back-l* SUBMITTAL, REQUIREMENTS DRAWING, PREFERABLY SUBMITTED ON PAPER NO LARGER THAN 11" X 17", SHOWING: 1) The location of the proposed sign on the site or building, including dimensioned references to adjacent building features or nearest property line, as appropriate; 2) Dimensions of the sign and sign structure, including foundation or mounting details; 3) Material and electrical specifications; 4) Name of sign manufacturer, if applicable; and, 5) If the sign is to be freestanding and over six feet high, certification by a licensed engineer for structural compliance with the building code. LIST OF SIGN FACE AREA OF ALL EXISTING SIGNS, IF ANY, ON THE SAME BUILDING FACADE (for attached signs) OR ALONG EACH STREET FRONTAGE OF THE PROPERTY (for freestanding signs). COPY OF STATE PERMIT OR AUTHORIZATION IF APPLICATION IS FOR AN OFF-PREMISE SIGN. COMPLETED APPLICATION FOR A CERTIFICATE OF ALTERATION IF SIGN IS IN HISTORIC DISTRICT OR ON HISTORIC LANDMARK PROPERTY. PERMIT FEE OF $100, PLUS $1.00 PER EACH SQUARE FOOT, (applied to only one side of double- faced signs), APPLICATION FEE OF $ L A5.43 PAYABLE TO THE CITY OF LOCKHART WHEN THE PERMIT IS ISSUED. I HEREBY AFFIRM THAT IF - AM NOT OWNER OF THE PROPERTY UPON WHICH THE SIGN IS TO BE LOCATED, I AM AUTHORIZED BY THE PERSON, ORGANIZATION, OR BUSINESS ENTITY OWNING THE PROPERTY TO REPRESENT, HEM IN THIS APPLICATION. TO THE BEST OF MY KNOWLEDGE, THIS APPLICATION AND ASSOCIATED DOCUMENTS ARE COMPLETE AND CORRECT. - - - SIGNATURE 5/ DATE 414/25 PRINTED OR TYPED NAME MIMy Smini NOTE: All freestanding signs require a pre-pour foundation inspection to verify the location and reinforcement of the sign. It is the contractor's responsibility to call for the inspection. OFFICE USE ONLY APPROVED BY Planning Building Inspection 25 PERMIT NUMBER 25 SP- CERT. FOR. ALTERATION NUMBER CFA 06 DATE FEEEI45.43. RECEIPT # R : - 3 EAST FACADE SIGNPERMIT APPLICATION - SP CITY OF S ESA 1512/. 398-3461 . FAX/512/ 398-3833 PO. Box. 239 . Lockhart Texas 78644 Lockhart 308 West. SanAntonio Street TEXAS CONTRACTOROWAER CONTRACTOR NAME (OONTYWIOE BvIcpols LICENSE NO. DAY-TIME TELEPHONE 512) 3R 551 ADDRESS 245 BUFLIN y. E-MAIL wse County wide pe.com OMRT,TE 7B444 OWNER NAME JACLR PBARCE ue ADDRESS 300 5. COMMERLE SEA DAY-TIME TELEPHONE 512 787 5180 LOCLHAI,TE 18644 E-MAIL amelia D cohpecerecow PROPERTY ADDRESS OR GENERAL LOCATION 120 5. MALET BL ZONING CLASSIFICATION CCB HISTORIC LANDMARK, ORDISTRICDYN) NUMBER OF STREET FRONTAGES (Property lines abutting a public street) 3 PRINCIPAL USE OF LAND AND/OR BUILDINGS ON THE SITE MIKED USE Nw Coushuna NAME BUSINESS CDERIOOR OF TO OWN OR USE PROPOSED SIGN TE NEME ow LoCuHp VISTIDÉS CoKmR REQUESTED PERMIT 3 6 - PROPOSED CONSTRUCTION (Check all that apply) ON-PREMISE OFF-PREMISE NEW SIGN STRUCTURAL REPAIR STRUCTURAL ALTERATION/RELOCATION TYPE OF SIGN PROPOSED (Check all that apply) WALL MARQUEE twinkow wi-menb . Sr ) 1 imbRlled LOW PROFILE MEDIUM PROFILE HIGH PROFILE INSTITUTIONAL DEVELOPMENT ENTRANCE RESIDENTIAL IDENTIFICATION 71. Atovos -250 - Allewro :< aRa Rc-peses 5350 arRa stha A 46A3B CHARACTERISTICSOFSIGN IF ATTACHED SIGN, TOTAL AREA OF BUILDING FACADE ON WHICH LOCATED A000 SQ.FT. IF FREESTANDING SIGN, SETBACK FROM NEAREST STREET RIGHT-OF-WAY LINE FT. HEIGHT TO TOP OF SIGN FT. TOTAL SIGN FACE AREA (One side only, 433Q.FT. ILLUMINATION NONE INTERNAL REFLECTED BARE BULB wal Sisns wii be baek-k4* SUBMITALREQUREMENTS DRAWING, PREFERABLY SUBMITTED ON PAPER NO LARGER THAN 11" X 17", SHOWING: 1) The location of the proposed sign on the site or building, including dimensioned references to adjacent building features or nearest property line, as appropriate; 2) Dimensions of the sign and sign structure, including foundation or mounting details; 3) Material and electrical specifications; 4) Name of sign manufacturer, if applicable; and, 5) If the sign is to be freestanding and over six feet high, certification by a licensed engineer for structural compliance with the building code. LIST OF SIGN FACE AREA OF ALL EXISTING SIGNS, IF ANY, ON THE SAME BUILDING FACADE (for attached signs) OR ALONG EACH STREET FRONTAGE OF THE PROPERTY (for freestanding signs). COPY OF. STATE PERMIT OR AUTHORIZATION IF APPLICATION IS FOR AN OFF-PREMISE SIGN. COMPLETED APPLICATION FOR. A CERTIFICATE OF ALTERATION IF SIGN IS IN HISTORIC DISTRICT OR ON HISTORIC LANDMARK PROPERTY. PERMIT FEE OF $100, PLUS $1.00 PER EACH SQUARE FOOT, (applied to only one side of double- faced signs), APPLICATION FEE OF $ 4543 PAYABLE TO THE CITY OF LOCKHART WHEN THE PERMIT IS ISSUED. - HEREBY AFFIRM THAT IF I AM NOT OWNER OF THE PROPERTY UPON WHICH THE SIGN IS TO BE LOCATED, I AM AUTHORIZED BY JHE PERSON, ORGANIZATION, OR BUSINESS ENTITY OWNING THE PROPERTY TO REPRESENT, HEM IN THIS APPLICATION. TO THE BEST OF MY KNOWLEDGE, THIS APPLICATION AND ASSPCIATED DOCUMENTS ARE COMPLETE AND CORRECT. - - - SIGNATURE DATE 414/25 PRINTED OR TYPED NAME WIMy gmiT1 NOTE: All freestanding signs require a pre-pour foundation inspection to verify the location and reinforcement of the sign. Itis the contractor's responsibility to call for the inspection. OFFICE USE ONLY APPROVED BY Planning Building Inspection 25 25 PERMIT NUMBER SP. CERT. FOR. ALTERATION NUMBER CFA- 06 DATE FEE AB.k3. RECEIPT # 50vrk SIGN PERMIT APPLICATION HACADE SP- 2s CITY OF 1512/398-3461 . FAX/512/ 398-3833 P.O. Box239 . Lockhart Texas 78644 Lockhart 308 West. San. Antonio Street TEXAS CONTRACTOROWAER CONTRACTOR NAME (OONTWIOE BvILDoks LICENSE NO. DAY-TIME TELEPHONE (512) PR 5516 ADDRESS 215 BJFLIN L. E-MAIL wse County wide Re,com LOCLHMRT, TX 78144 OWNER NAME ACLPEARCE ue ADDRESS p0 5. COMMERLE STEA DAY-TIME TELEPHONE 572 787 5180 LOCLHAKI,TE 18644 E-MAIL Ouelia D couhpecere.con PROPERTY ADDRESS OR GENERAL LOCATION 120 E. MALVET ST ZONING CLASSIFICATION CCB HISTORIC LANDMARK ORDISTRICI (Y/N). NUMBER OF STREET FRONTAGES (Property lines abutting a public street) 3 PRINCIPAL USE OF LAND AND/OR BUILDINGS ON THE SITE MISED USE NwWw Cosina NAME OF BUSINESS TO OWN OR USE PROPOSED SIGN Locknart Visitris Senter REQUESTED PERMIT PROPOSED CONSTRUCTION (Check all that apply) ON-PREMISE OFF-PREMISE NEW SIGN STRUCTURAL REPAIR STRUCTURAL ALTERATION/RELOCATION TYPE OF SIGN PROPOSED (Check all that apply) WALL MARQUEE LOW PROFILE MEDIUM PROFILE HIGH PROFILE INSTITUTIONAL DEVELOPMENT ENTRANCE RESIDENTIAL IDENTIFICATION 14.o 3500 y = 5Y4h llovebs si A Papaseb S13n dRA Gota of 683 CHARACTERISTICS OF SIGN IF ATTACHED SIGN, TOTAL AREA OF BUILDING FACADE ON WHICH LOCATED 3,500 SQ. FT. IF FREESTANDING SIGN, SETBACK FROM NEAREST STREET RIGHT-OF-WAY LINE FT. HEIGHT TO TOP OF SIGN FT. TOTAL SIGN FACE AREA (One side only). FT. S6sa.F ILLUMINATION NONE INTERNAL REFLECTED BARE BULB Pessible lummaion w Sev V * No y ker)a. uge 33 a SireRAlamp . 4 V % R< Sapplicanh." SUBMITTAL REQUIREMENTS DRAWING, PREFERABLY SUBMITTED ON PAPER NO LARGER THAN 11" X 17", SHOWING: 1) The location of the proposed sign on the site or building, including dimensioned references to adjacent building features or nearest property line, as appropriate; 2) Dimensions of the sign and sign structure, including foundation or mounting details; 3) Material and electrical specifications; 4) Name of sign manufacturer, if applicable; and, 5) If the sign is to be freestanding and over six feet high, certification by a licensed engineer for structural compliance with the building code. LIST OF SIGN FACE AREA OF ALL EXISTING SIGNS, IF ANY, ON THE SAME BUILDING FACADE (for attached signs) OR ALONG EACH STREET FRONTAGE OF THE PROPERTY (for freestanding signs). COPY OF STATE PERMIT OR AUTHORIZATION IF APPLICATION IS FOR AN OFF-PREMISE SIGN. COMPLETED APPLICATION FOR A CERTIFICATE OF ALTERATION IF SIGN IS IN HISTORIC DISTRICT OR ON HISTORIC LANDMARK PROPERTY. PERMIT FEE OF $100, PLUS $1.00 PER EACH,SQUARE FOOT, (applied to only one side of double- faced signs), APPLICATION FEE OF $ $5 PAYABLE TO THE CITY OF LOCKHART WHEN THE PERMIT IS ISSUED. I HEREBY AFFIRM THAT IF I AM NOT OWNER OF THE PROPERTY UPON WHICH THE SIGN IS TO BE LOCATED, I AM AUTHORIZED BY THE PERSON, ORGANIZATION, OR BUSINESS ENTITY OWNING THE PROPERTY TO REPRESENT, IHEM IN THIS APPLICATION. TO THE BEST OF MY KNOWLEDGE, THIS APPLICATION AND ASSOCIATED DOCUMENTS ARE COMPLETE AND CORRECT. - SIGNATURE 5/ DATE 414125 PRINTED OR TYPED NAME NIM SmimM NOTE: All freestanding signs require a pre-pour foundation inspection to verify the location and reinforcement of the sign. It is the contractor's responsibility to call for the inspection. OFFICE USE ONLY APPROVED BY Planning Building Inspection 25 PERMIT 06 NUMBER SP.15 CERT. FOR ALTERATION NUMBER CFA- DATE FEE RECEIPT 156.00 # CITY OF (512) 398-3461 Box 239 e Lockhart P.O. Lockhart, Texas 78644 TEXAS 308 West San Antonio Street TO: Lockhart Historical Preservation Commission FROM: Kevin Waller, Historical Preservation Officer Kw/ SUBJECT: Conceptual Exterior Improvements to Fire Station (Agenda Item 6) DATE: April 17, 2025 This item is included on the agenda to offer the Commission a chance to provide feedback on the future planned exterior improvements to the City's Fire Station #1 located at 201 W. Market St., ahead of a formal Certificate for Alteration application submission. The anticipated improvements include replacement of the roof with a different material, asbestos removal, new gutters and downspouts, restoration of the bell tower and replacement of the bell tower roof, replacement of the windows, re-pointing of brick where needed, replacement of the overhead doors with similar-style doors, and the repainting of all exterior wood features of the building with a color to be determined. Please refer to the enclosed, detailed narrative and llustrations for additional information. Once the final design has been completed and a formal application has been submitted, we will place the proposal on the agenda of a future meeting. studio steinbomer ARCHITECTURE & INTERIORS April 10, 2025 Mr. Kevin Waller Senior Planner/Historical Preservation Officer Cityof Lockhart, Texas 308 W. San Antonio St. Lockhart, TX 78644 Re: Proposed scope of exterior improvements to City of Lockhart Fire Station #1,201 W. Market Street, Lockhart, Texas Dear Mr. Waller, In preparation for our upcoming presentation to the Historic Preservation Committee, we would like to offer this description of the proposed scopes of work to the exterior of the building. Generally, the works can be classified as hazardous materials abatement, repair, and maintenance. Both the roof and the existing windows have been determined tol be deteriorated, contain asbestos, and need to be replaced. OBSERVATIONS AND FINDINGS Per the attached Condition Assessment of the existing roof, it was ascertained that the roof and belitower require the following repairs, reconditioning, and renovations: Lower Level Low- -sloped Roofs: Maintain, clean, remove and re-install new sealants throughout Where possible, improve drainage on the roof to eliminate any pooling of water. This will require redirecting some of the current downspouts on the West side of the building. Existing Cement Asbestos Tile Roof: Removal and abatement of existing cement asbestos cementitious tile roof Replacement of tile roof with synthetic slate tile similar in appearance to the existing cementitious tile roof (pending budget compliance). Install new sheet metal lashings at roof edges and transitions. New gutters and downspouts Bell Tower and Bell Tower Roof: o Remove Bell Tower from roof. Note: Means and Methods to best perform this scope of work are being discussed with the contractor. Removal may not be required, buts safe access to perform the scope of work is important ands scaffolding may be cost, prohibitive. Clean, & Paint bell tower structure. o Inspect structural supports; Maintain and/or replace beil tower guy cables, mounts, etc. Rework bell tower penetration flashings as needed Replace Bell Tower metal roof w/ similar flat seam structural metal roof, 4303 Medical Parkway Austin, TX 78756 512.479.0022 WWW. steinbomer, com, studio steinbomer ARCHITECTURE & INTERIORS New replacement wood windows: Existing windows are not functioning properly, broken and rotted in many locations. The glazing compounds all contain asbestos, and any repair will require removal of the glass and lead paint. Many of the existing frames have deteriorated to the point they will not withstand the abatement process. Replacement is suggested. Replace existing windows with new windows in same configuration and as close to the same profile as possible. The exact window to be used is being vetted with architect and CMAR and will be determined by the time of the committee meeting. New re-pointing of brick Areas of deteriorated or missing brick mortar will be repaired. New Overhead doors ) Existing overhead doors will be replaced with similar style doors. New Exterior Paint o All of the wood on the building is to be repainted. Studio Steinbomer will suggest a color palette for review. We willh have the complete llustrative package of documents prepared on April 16thin preparation for the Historical Preservation meeting on April 23rd. Thank you for your consideration, Amy Bramwell Principal Studio Steinbomer Architecture and Interiors 4303 Medical Parkway I Austin, TX 73756 I 512.479.0022 : www.steinbomer.com Fire Station No. One Roof Assessment 201 W. Market Street Lockhart, Texas 78644 For: Studio Steinbomer Architects and Interiors 4303 Medical Parkway Austin, Texas 78756 May 20, 2024 USELH Roof Consultants, Inc. Fire Station No. One USELH May 20, 2024 Scope Austech was commissioned to provide an assessment of the roofs and the bell tower on the facility in Lockhart, Texas. We conducted an examination on May 13, 2024. The survey included a limited interior review, limited review of the existing attic space, visual review of each of the roof areas, and a visual review of the bell tower. The opinions, comments, and recommendations expressed below are based upon available information at the time of this report. We reserve the right to revise this report if additional information becomes available. Summary Based upon the information in our possession at this time. We find the low-sloped roofs to be in fair condition. We find the sloped tile roof functioning as intended without indications of water intrusion. We find the bell tower roof to be seriously deteriorated and the bell tower framing to be in fair condition. Therefore, we recommend maintenance type repairs to the low-sloped roofs and the bell tower mounting and cable bracing. We recommend replacement of the cementitious tile roofs. We recommend replacement ofthe bell tower roof, and cleaning and coating of the bell tower framing. We recommend scheduling a wholesale replacement of the low-sloped roofs in the future. General Description A. The Facility consists of a multi-story brick building with a one-story section on the west side. The one-story section wraps around a portion of the north side. The general construction is load-bearing masonry walls above a concrete slab on grade. The Facility includes low-sloped single ply membrane roofs, and steep sloped cementitious tile roofs. B. The main building is constructed as a hipped roof witha a low-sloped upper section. The west and north lower roofs are shed roofs which drain to the west and north exterior sides. C. The Facility houses a fire station. Therefore, it has large bay doors, along with truck parking and equipment areas on the first floor and the offices, meeting room, sleeping area, and common areas are generally on the second floor. D. Roof access for the one-story portion of the Facility is by exterior extension ladder. Roof access for the upper level is through a roof hatch above the interior attic space. Roof System Description A. The roofs over the low-sloped portions of the Facility are white, single ply membrane systems. It appears that the single ply membrane has been installed over a limited insulation cover board. Page 2 a * : Fire Station No. One MSELI May 20, 2024 B. The upper hip roofs include cementitious tiles over and underlayment over the wood decking. History File Review A. In preparation of this report, we have reviewed: 1. Fire Station #1 Condition Report by Studio Steinbomer Architects and Interiors dated March 2021. Observations & Comments A. General: Below items were found during a cursory review. Destructive testing was not accomplished therefore, items, such as actual attachment techniques used to fasten the roofs and insulation thickness, were not observed during this review. If additional items are discovered in future site visits, they would need to be added to the list below. B. Low-Sloped Roofs: The lower level low-sloped roofi is a white, single ply membrane. This roofis on the west side and a portion of the north side of the two-story building. The drainage of this roof area is poor which results in substantial areas of standing water. The standing water along with the poor drainage results in large areas of dirt and algae growth remaining on the roof. The roof membrane, in these areas, is in fair condition, but the standing water will reduce the amount of remaining service life. (Photo 1) C. Low-Sloped Roofs: The top of the two-story portion of the Facility includes a low- sloped roof which is a white, single ply membrane system over what appears to be a limited thickness of insulation. Review of the attic space found insulation fasteners through the wood decking. The single ply membrane is fully adhered to the insulation. This roof area includes slope to the north and south roof edges. When measured the slope is slightly over a % inch per foot. The slope results in good drainage oft this roof area therefore, the roof area remains clean, and the roof membrane is performing well. (photo 2) D. Low-Sloped Roofs: The facility includes an offset over the main pedestrian entrance on the east side of the building. That offset includes a limited low-sloped roof which does not include slope therefore, this roof ponds water similar to the lower-level low- sloped roof. The service life for this roof area will be reduced as described in item B. above. (photo 3) E. Steep-Sloped Roofs: The two-story portion of the Facility includes a hipped roof which slopes from the upper low-sloped roof to the roof edge. These areas are covered with cementitious tiles. The tiles are fibrous mineral and hydraulic cement. The tiles were manufactured to be lightweight, economical, and fireproof. To make the tiles fireproof asbestos fibers were included in the manufacturing ofthe tiles. Because these tiles include asbestos, they will require special handling when removed or repaired. The cementitious tiles are old and have not been produced for many years. The tiles Page 3 S Fire Station No. One USELI May 20, 2024 were likely installed over organic felt over the wood decking. While the tiles are in fair condition the felt beneath the tiles has likely deteriorated and become very brittle and susceptible to damage and leakage. Because the tiles are water shedding not waterprooft fthe felt is critical in making these roof areas watertight. (photo 4) F. Roof Decks and Framing: Two by dimensional lumber creates an attic space. There are two by ceiling joists over the occupied space below, with two by rafters that create the slope for the tile roofs. The sloped rafters go to a strongback beam which supports the deck rafters for the upper level low-sloped roof. There are two by braces that ceiling joints to the sloped rafters. The braces are not installed at each rafter but are typically installed at every other rafter. The low-sloped upper section of deck joints includes a steel brace assembly near the roof hatch. That steel assembly appears to have been installed to help support the bell tower assembly that rises above the roof. Interior review ofthe attic space found no indications of water leakage through or water deterioration of the wood framing or decking. Note that the decking and framing of the lower-level roof areas were not reviewed. (photos 5, 6, &7) G. Drainage: Drainage on this facility is accomplished by allowing the water to flow over the roof edge at the tile roofs where the water is collected in gutters and through scuppers at the low-sloped roofs. The water collected in the gutters at the tile roof edges is directed to grade on a portion of the north side, at the east side, and at the south side of the upper level. The downspouts at a portion of the north side and at the west side drain onto the lower low-sloped roof. H. Drainage: The drainage at the lower roofs is poor with large areas of standing water which has resulted in debris accumulation and algae growth. The standing water on this roof will shorten the remaining service lift of the system. When this roof area is replaced, the work should include installation of tapered insulation to provide positive drainage. I. Drainage: The drainage at the upper level low-sloped roof is good as this roof area includes substantial slope to the north and south roof edges. The roof edge includes shallow scuppers but due to the slope of the roof the water flows over the roof edge along the complete length. The water that drains from this roof area drains onto the sloped tile roofs below. J. Drainage: The drainage at the sloped tile roofs is to the roof edge where the water is collected in gutters and directed down through downspouts. The water drains onto grade at certain areas and onto the lower low-sloped roofs below. The gutters and downspouts are in fair condition and appear to be working as intended. K. Bell Tower: The facility includes a open frame bell tower assembly that rises above the upper-level low-sloped roof. The bell tower anchors are set inside a penetration flashing which is filled with a liquid-applied sealer, The assembly includes four support cables that attach to the bell tower framing and are anchored into the sloped deck assembly through the roof tile system. The tower includes a manually operated bell assembly, which is currently inoperable, and active communication antennas. Page 4 - Fire Station No. One MSELI May 20, 2024 L. Bell Tower: The bell tower includes a flat seam, galvanized metal roof assembly that is seriously deteriorated. The support framing is generally in fair condition with areas of corrosion, where the galvanizing has deteriorated. (photos 8 through 13) General Comments A. The roof tiles on the sloped roof include asbestos and there are specific requirements for handling asbestos containing materials. The Contractor must be certified and specifically insured to handle the material. The materials cannot be cut with saws or intentionally broken into pieces. The materials must be bagged and removed from the roofs in specific manners. The material must be put into an enclosed container (dumpster / trailer). The material must be taken to and disposed of in an authorized landfill. B. The asbestos regulations dictate that the City of Lockhart will retain ownership and responsibility for the materials even after the material has been removed from the site. Therefore, it is critical that the materials be handled properly, and manifested to an authorized landfill. The material manifests indicate that the landfill has disposed of the materials according to the requirements. Those manifests must be kept in the Cities files. The manifests are proof that the materials were handled and disposed of properly ifthe question ever arises. C. The low-sloped membrane roofs are in fair condition but the standing water on the lower roof area will accelerate the deterioration ofthat roof. D. The asbestos containing tiles are in fair condition with no broken or cracked tiles found. The concern at the tile roofs is the felt underlayment any work or foot traffic on these roofs can damage the existing underlayment and result in leakage. When leakage occurs repairs without creating more damage is very difficult. E. The roof at the bell tower is badly deteriorated and needs to be replaced. The bell tower framing is in fair condition. F. The interior access to the upper-level roofs does not meet any of the safety requirements for access. G. Assessing the remaining service-life of any roof system is difficult as it depends upon a multitude of factors, such as unusually high winds, hailstorms, other unusual weather events, traffic on the roof, and others. In the absence of events that damage the roof we anticipate the existing low-sloped roofs have approximately ten (10) to fifteen (15) years of remaining service life. Page 5 a a E Fire Station No. One MSECH May 20, 2024 Recommendations A. We recommend the following: B. Maintenance type service work at the low-sloped roofs. We suggest the lower-level roof should be cleaned semi-annually. The cleaning can be accomplished with a power washered low pressure and a mild detergent. C. We recommend replacing the cementitious tile roofs in their entirety. The existing tiles must be handled as noted in the General Comments above. We recommend adding insulation to the new roof system to meet the current energy code requirements. We recommend replacing the existing tiles with a similar appearing product to provide a similar visual effect for the building. D. We recommend replacing the bell tower metal roof in its entirety. The new roof system could be a galvalume finished roof to maintain the visual effect ofthe bell tower. E. When the bell tower roof has been removed, we recommend cleaning, preparing, and coating the existing framing with cold galvanized coating to protect the metal and replicate the previous visual effect. F. We recommend replacing the support cables (guy wires) at the bell tower and reworking the mounting of the support cables at the steep-sloped roof. G. We recommend cleaning and adding pourable sealer to the bell tower mounts to fill the penetration flashings. We also recommend fabricating and installing stainless steel sheet metal cover over the penetration flashings. H. We recommend cleaning the east low-sloped membrane roof. I. We recommend revising the interior roof access to provide a safe access from the second floor to the attic space and an safety ladder from the attic space through the roof hatch at the upper level roof. Anticipated Construction Costs A. Cost Estimates are Statements of Probable Construction Cost. Estimates are based upon available information at the time of this report. During the Development Phase estimates of probable cost can be refined and those revised estimates provided with design review submittals. The costs presented here are for budgetary purposes only and do not include professional fees. There are numerous items that are not in our control such as unseen conditions, changes to use of the Facilities and others. Austech Roof Consultants Inc. therefore makes no guarantee regarding cost estimate accuracy. B. The budgets below were developed in today's anticipated construction costs. If the work is undertaken in the future there will likely be an escalation of the budgets based upon the time frame. Page 6 a - Fire Station No. One USELI May 20, 2024 C. Anticipated Construction Costs: LOCKHART FIRE STATION NO. ONE ROOF ANTICIPATED CONSTRUCTION COSTS ITEM DESCRIPTION ANTICIPATED COST 1 Maintenance. at lower low-sloped roofs cleaning, sealant work (1 time) 5,865.00 2 Removal and abatement of tile roof 92,518.75 3 Replacement oft tile roofwith similar 69,430.00 4 Sheet metal flashings at tile roof 7,700.00 5 Bell tower metal roof. 6,525.00 6 Cleaning & painting bellt towert framing 22,500.00 7 Replace bell tower guy cables and mounts 4,200.00 8 Rework bell tower penetration flashings 1,000.00 9 Cleaning east low-sloped roof 400.00 10 Attic access ladder & attic to roof ladder 6,150.00 TOTAL ANTICIPATED CONSTRUCTIONCOST 216,288.75 END OF REPORT Report By: Ken Ollinger, President Austech Roof Consultants Inc. Attached: 14 Photographs Page 7 4 Fire Station No. One USELI May 20, 2024 Photo 1: Lower-level low-sloped roof on the west side of the facility. Note the standing water and debris. Photo 2: Overview ofthe upper level low-sloped roof. This roof area includes slope therefore, drains well with a limited amount of debris at the roof edge. Page 8 - S Fire Station No. One USELH May 20, 2024 Photo 3: This is a low-sloped roof over the east pedestrian entrance to the facility. 5 Photo 4: Overview ofthe cementitious tile roof. These tiles include asbestos and will require abatement when removed. We recommend replacement with a similar appearing tile. Page 9 3 45 Fire Station No. One USELI May 20, 2024 Photo 5: An overview ofthe attic framing at the upper level. 4 Photo 6: This is the steel support assembly in the attic which seems to be supporting a portion of the bell tower framing. Page 10 ES Fire Station No. One USELI May 20, 2024 9 Photo 7: Ceiling joints with 1 X 4 mounts for the stamped metal ceiling. Photo 8: The bell tower above the upper level low-sloped roof. Page 11 ES Fire Station No. One USELI May 20, 2024 Photo 7: Ceiling joints with 1 X 4 mounts for the stamped metal ceiling. 1 Photo 8: The bell tower above the upper level low-sloped roof. Page 12 a * E Fire Station No. One USELI May 20, 2024 A Photo 9: Bell tower framing and bell. Photo 10: Corrosion at the bottom side the metal roof on the bell tower. Page 13 Fire Station No. One USELH May 20, 2024 Photo 11: A closer view oft the framing and roof above. Note the deterioration oft the metal roof and the corrosion at the metal framing. Note the hole in the metal roof system. Photo 12: This is the guy wire mount through the tile roof, flashed with lead and mastic. Page 14 RS Fire Station No. One USELI May 20, 2024 Photo 13: Penetration flashing at the foot of the bell tower framing. A Photo 14: Access from the attic to the upper level low-sloped roof. Page 15 a : Gujuado 6uuedo 1ybukea 14buled eZIS awely - & - - - $ $ a a B