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Home My WebLink AboutCA2022-56A Future With A Past 17 October 2022 Brooke Jones Roxanne Bunkoff Classic Home Dallas 5333SH 121 Suite #101 The Colony, TX 75056 972 841-4044 RE: HISTORIC PRESERVATION COMMISSION CERTIFICATE OF APPROPRIATENESS #CA22-56 HISTORIC JACKSON HOUSE, #HL06-02, ORDINANCE #2006-67 326 EAST TEXAS STREET GRAPEVINE, TEXAS 76051 This letter confirms on October 17, 2022 the Historic Preservation Commission approved with conditions #CA22-56 for the property addressed 326 East Texas Street, legally described as Block38, Lot 37, City of Grapevine, to the Grapevine Historic Preservation Ordinance 91-73 (Appendix G — Grapevine Code of Ordinances), as amended, for the following.- 1 Construct a new approx. 18'-l" x 25'-9" pergola above the existing deck, in the rear yard of the house; as per the attached plans and specifications with the condition at permit is obtained from the Building Department. An approved Certificate of Appropriateness is not an approved building permit; a building permit is ! is not required. Contact the City of Grapevine's Building Department at 817.410.3165 for fees and information regarding permits. Thank you, I / ) G David Klempin Historic Preservation Officer cc. Property Owner THE CITY OF GRAPEVINE HISTORIC PRESERVATION • 636 South Main Street • Grapevine, Texas 76051 Phone 817/410-3556 - Fax 817/410-3038 Date 10/4/22 CERTIFICATE OF APPROPRIATENESS APPLICATION Ll _ Number -Pro,3erty Owner Name, Address & Phone Number _Fabien + Yasmine Goury Phone: Mobile: 817 247 9895 Email: Property Address include any suite number 326 E Texas St. ,Applicant Name, Address & Phone Number AlyJo Chism- Classic Home Dallas 5333 SH 121 Suite 101, The Colony, TX 75056 Phone: 972 8414044 Mobile 469 600 7801 Email: Legal Description Block 3 Lot 37 Subdivision historic Tenant Name/Occupancy/Use Fabien + Yasmine Goury, single-family residence Request/Description of Work to Be Done installing open air patio cover on existing patio deck Drawings/Sketches Attached [—photographs Attached X Yes 0 No X Current 0 Historic Material Sample(s) Attached lease list Extruded Aluminum 1 hereby certify that this information is correct to the best of my knowledge and that the said work will be done in conformance with all submissions herein set forth, and in compliance with the City of Grapevine's Historic Overlay District Ordinances and Building Codes. APPROVAL OF A CERTIFICATE OF APPROPRIATENESS DOES NOT CONSTITUTE APPROVAL OF OTHER REQUIRED BUILDIN PERMITS. Signed x Print Name Brooke Jones Owner or Contractor Office Use Approved- Approved with Conditions: Staff HPC v Denied i x x Char - hiistonc Preservation Commission Histo c Preservation Officer X Date � % � if . Z�L- BuBding OfficialTHIS IS NOT A BUILDING PERMIT. A SEPARATE BUILDING PERMIT MUST BE FILED AND APPROVED BY THE BUILDING DEPARTMENT BEFORE STARTING WORK. DELIVER TO: HISTORIC PRESERVATION DEPARTMENT OFFICE 817-410-3556 636 SOUTH MAIN STREET, GRAPEVINE, TEXAS This form must be completed by the applicant for CASE NO. if CA A;�- NEW CONSTRUCTION, ADDITIONS AND RENOVATIONS DATE O 13 2 Z SITE & BUILDING PLAN REQUIREMENTS Reference: Ordinance No, 2013,23 Fvww ra evinete as cov/docitn�cntcenter/v ew 85 The following information is required for properties with Historic Landmark Subdistrict Overlays and/or properties located within the boundary of the Historic Grapevine Township District to make application for new construction, additions and renovations, Historic Preservation Officer Consultation Date: l U 13 Zz Time: 3 : 06 Pryl Contoct: (817.410.3197 817.410.3185) 1. Survey Plan X 2. Site Plan X included in survey/drainage plan 3. Floor Plans included in shop drawings 4. Elevations included in shop drawings S. Roof Plan open-air patio pergola 6. Street Facing Elevations G of proposed structure with building elevations of structures on adjacent properties. in rear/backyard space 7. Photographs\of any elevation for any building or structure to be altered or demolished. Property Lot Size 25,528 Square Feet Building Size (not less than 1,200 sq. ft. or greater than 3,400 sq. ft.) 1,660 Building Coverage (40% max) 20.2% Building Height (35 ft, max) 30 ft Garage (Detached 500 sq, ft. maxi NOT included in 3,400 sq, ft. 800 (Attached Is included within the 3,400 sq. ft. mac) Storage Shed (200 sq. h. max) For Commercial Uses: Impervious Area % of lot Open/Green Space Area % of Lot Parking Spaces ADA Parking Spaces Easements PLEASE NOTE this page is for ALL NEW CONSTRUCTION & ADDITION APPLICATIONS for PUBLIC HEARING: 1. THE ABOVE INFORMATION MUST BE COMPLETE; WITH 2. ALL REQUIRED ATTACHMENTS COMPLETED; AND 3. A SCHEDULED CONSULTATION WITH THE HISTORIC PRESERVATION OFFICER IS RECOMMENDED SIX WEEKS PRIOR TO REVIEW BEFORE THE HISTORIC PRESERVATION COMMISSION. FORM: 0:14PC/CA'S/APPLICATION/CHECKLIST/2021 October 01, 2022 LETTER REPORT OF FINDINGS Attention: Mr. Rick Jones Classic Homes Dallas 326 East Texas Street Grapevine, TX 76051 Benjamin M. Thompson, P.E. was furnished a set of Architectural Drawings from StruXure Outdoor sheets A100, A101, A102, A103, A104, A200, A201, A300, A301, A302, A303, A304, A305, A306, A307, A308, A309, A310, A311, A312, A313, A314, A400 and A500. The latest set of drawing which I reviewed were dated as 09/22/2022 and was unrevised. I, Benjamin M Thompson, PE performed structural calculations for an Aluminum Framed Awning on October 01, 2022 to verify that the structural members are acceptable for the following imposed loads: 5 psf Live Load (Awnings and canopies Fabric Construction supported by a lightweight rigid skeleton structure). 5 psf dead load and the self weight of the structural beams. The structure is an approximately 25'-9" x 18'-1" open structure with aluminum louvers which is partially supported from the adjacent structure. The four 8x2xl/8"x 18'-1" long typical interior beam shown on the plans have been designed and are structurally capable of supporting the applied loads. The double 8x2xl/8"x 18'-1" long typical exterior beams shown on the plans have been designed and are structurally capable of supporting the applied loads The double 8x2xl/8"x 25'-9" long typical end beam shown on the plans have been designed and are NOT structurally capable of supporting the applied loads. Therefore, the plans have been updated to reflect a triple 8x2xl/8"x 25'-9" long typical end beam which is structurally capable of supporting the applied loads_ The 8x8x3/16 x 10'-0" long columns loads have been calculated are structurally capable of supporting the applied loads. The structural Aluminum elements are 6063-T6 and have been verified by my structural calculations to be acceptable in accordance with the 2018 International Building Code as amended and accepted by the City of Grapevine. These recommendations are based only on the information furnished by the supplier. No guarantee or warranty as to future life or performance is intended or implied. Please feel free to contact us if you have any questions. We appreciate the opportunity to provide structural engineering services to you. Sincerely, Benjamin M_ Thompson, P.E_ e4% 4'4077 % President, Architectural Consulting Engineers, Inc. F-9405 P •. •+�.S' Encl: Appendix A: Drawings fi * ; • oMTOT� I: Cr, 14 rn� _ S 1 ......or frvV F . ..� . . 4667 10/01 /2022 'Xi `3NIA3dVEO " 1S SVX31 '3 9Z£ 30N3GIS3H Aanoo Ol N011lGGV rzZ-5(p LE LJIA f- W W cr H Cl) U) F- U) Q W J Z w Q w 0 F- 0 tu- Q 0 � w rn x w N z co zOz z co F N LL LL ((A LL LL LL LL co w M 0) LL LL LL CO) Cl) co LL W �! LL N w LL LL LL LL tp� tp fq LL fq LL* f^� W W W W ru W �w (O f0 0 9) co 00 co Lr) �� Nw mm N N I cWp t� � O m OnD �a}D N t0 P N {LLL LL LO 11 tD h R l9 aD ' N 06 - n n _�� Cw� �w0 a U S S W J xpx xpx e C9 U)00 O w Z taw Z00 yaae - O p pad g [ li °C �OIL cr ad z ¢ 2 �k 2 L U 0 ¢ as e 1 t�y ik 0Iz O a a a 0 U pcc o L)<Y KKK �o p 0 awow vvchi 5 m 24 o a Qd= 3 s c�i cp> o o g 0 s ti R0 0$ 3 ti t� o o c¢�`i o 0 1• ri ti U S R cc - p w t>S a_ Q Q z O y co U) uj co Z 1- W Qz� ar3�t1w Z W W QW U � Z F-Q wF- s�3j >�� rF oz o m0W 0 a u� N 0) W ~ Z O UZ , w � O � a Q z z_ ozozoo J�w00 ¢a ZVXOa0 Q�— Z� Q W J F-a. NWZ=(0 ti U N p 0 F¢-O o0F00 p Wa>pza C � LU CL �� Oypr z J tiQa w p co _ � g � w 3 � b ZpZp a C7 Y . Y M 4 Z0 5 U JCD eyey >a 30 �S of § ULu U U a. - w uj rt .rm ou W F W uSO w�u zaz b zot zip 7m y w 0P'0�8 "€ yam¢ 000 ern �u9 5UE 3AIk10'ONOO ONiISD 3 . ',_ ,, •`., '.. .' '.. _" _ '' 3ON3i 000/A'_' N O'3'11' W 198.24' m Z rn r y W (Wry W � U gco Z H 1� W Q LU '0 ¢ co try 0 FEBRUARV28,2022 rovieed m PRESENTED BY CLASSIC HOME DALLAS PROJECT LAN D-MARKEr PROPERTX FABIAN + YASMINE GOURY ADDRESS 326 EAST TEXAS STREET GRAPEVINE, TX 76051 CONTRACT NO. 2106892 S l RU'/.URA'" STRUXURE INC. 154 ETHAN ALLEN DRIVE DAHLONEGA, GA 30533 F 0C1- 0 4 2022 I B Y SHEET INDEX 5 T RUIURE- 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800)303-5248 TITLE SHEET NO. COVER PAGE A100 PERSPECTIVE VIEW A101 TOP VIEW A102 BEAMS & GUTTER PLAN A103 FAN & LIGHTS PLAN A104 SECTION 1-1 A200 SECTION A -A A201 DETAILS A300 DETAILS A301 DETAILS A302 DETAILS A303 DETAILS A304 DETAILS A305 DETAILS A306 DETAILS A307 ~ W � W Ln + OrvCD c-- l'- z (5 co X Q W Q W Z m z F- - _ i W a_ L Q Q LLJ QN C") > DETAILS A308 DETAILS A309 DETAILS A310 DETAILS A311 DETAILS A312 DETAILS A313 DETAILS A314 MOTOR SPECIFICATIONS A400 REVISIONS A500 NOTES FRAME: WHITE CERTIFICATE: OF APPROPRIATENESS DESCRIPTION LOUVERS: WHITE CITY OF GRAPEVINE RELEASED ELEVATION: AT GRAD E'DATEANTTO 2- BY_ D PAR MEN DATE 09/22/22 DRAWN BY DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS I Q S P FOR PERMIT INFORMATION SCALE I DURING SUCH PERIODS OF TIME AS ARE DESIGNATED BY THE U.S. WEATHER BUREAU AS A HIGH WIND OR SNOW ADVISORY SHEET NO. V FOR THE AREA, THIS SYSTEM MUST BE LOCKED IN THE OPEN O POSITION, WITH THE LOUVER BLADES VERTICAL THE STRUCTURE SHALL ALSO NOT BE WALKED UPON AND IS NOT I 0 0 T DESIGNED FOR HUMAN ACTIVITY OR STORAGE. AL UMINUM T YPE.- LOUVERS 6063—T5 ALL OTHER COMPONENTS 6063—T6 LEGEND LANDIMARKi-, CERTIFICATE OFAPPROPRIATENEbS CITY OF GRAPEVINE RELEAS PYD-a D PE ANTE—NT OF DEVELOPMENT SERVICES CONTACT BUILDING WSPEC'Tir-+tvs' FOR PERMIT INFORn&J if2l STRUXURE- 154 ETHAN ALLEN DR. DAHLONEGA,-GA=3G533 (800) 3'03-5248& rvw + �wL-0 O�'o � r-- Z Q x ~ Q x 111 w z mzI- Q W ' W Q—/ `o QN cl) (� DESCRIPTION PERSPECTIVE VIEW DATE 09/22/22 DRAWN BY &S SCALE N.T.S. SHEET NO A 101 (7) 8" x 8" Posts LANDAHARKEr PROPERTY L.IVUUIc u ciaaa LU support 25'9" span d with flat plate 'it m;1"4119k CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED PURSUAN DATE ME A�2 D P RJME N D P R MENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERN111 IWORMATION A L UMINUM T YPE LOUVERS 6063-TS ALL OTHER COMPONENTS 6063-T6 TOP VIEW �! SCALE: 3/8" = l'-0" CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED PURSUAN T A DATE �� L Z- BY w97- D PA TMENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION 18" STRUXURE- 154 ETHAN ALLEN DR. DAHLONEGA. GA 30533 (800)303-5248 W W Lf) CD + 0 'o ZUcf)x Q Q Ww Z Q �> W I.--L w c J Q QN C") DESCRIPTION TOP VIEW DATE 09/22/22 DRAWN BY I&S SCALE 3/8" = T-0- SHEET NO. A 102 AL UM/NUM TYPE - LOUVERS 6063-TE ALL OTHER COMPONENTS 6063-T6 CORNER BEAM CONNECTOR ------------- COLUMN 8" x 8° x 3/16" (8 x8' POST PENETRATING THROUGH DECK APPROXIMA TEL Y 18" & MOUNTED TO THE TOP OF A 12" WIDE x 12' WIDE x 36" DEEP -DOTING VIA (1) FUNCTIONAL POST BASE BRACKET PER POST) COLUMN 8" x 8" x 3/16' (8 x8' POST PENETRATING THROUGH DECK APPROXIMA TEL Y 18' & MOUNTED TO THE TOP OF A 12' WIDE x 12' WIDE x az" DEEP -DOTING VIA (1) FUNCTIONAL POST BASE BRACKET PER POST) TYPICAL BEAM CHASE SINGLE PERIMETER BEAMS (2) 2" x 8" x $" 1-1 Azoo CORNER BEAM CONNECTOR SINGLE PERIMETER BEAM 2'x8'xg" 211" A -A A201 CERTIFICATE OFAPPROPRIATENESS GM( OF GRAPEVINE Ei EAS PUPS(;ANT, Tci CA ' S� SIN LE PERIMETER / � � t�;o � w: a I LZ. BY CORNER BEAM FLAT PLATE BEAM 2' x 8",x g' CORNER BEA' A TMENT OF CONNECTOR CONNECTOF2� `'P'�ENTSERVtCES CON TACT St-JI LINO INSPECTIONS FOk PERMIT INFORMATION I 16' SINGLE INTERIOR BEAMS 2" x 8" x gCHASE 138.25' 138.25" >r _ t d I r DOUBLE INTERIOR NT BRACKET BEAMS(4)2'x8'x8' I ' r FAN BEAM 8' x 2' x 8" z + k d i b FAN BEAM 8" x 2" x g" i % �_,. ,H' -$INIC�I-E-PE�RiiMETER ' �BEAMS(2)_24x8°x$" TYPICAL BEAM CHASE i E g6„ } 1-1 PASS THROUGH GUTTER —- 127.25" I 127.25° i�' I ill III r COLUMN 8" x 8" x 3/16" — COLUMN 8" x 8" x 3/16" 5 z" GUTTER (8 x8" POST ATTACHED TO DECK (8 x8" POST PENETRATING VIA (1) FUNCTIONAL POST BASE THROUGH DECKAPPROXIMATELY BRACKET PER POST) 18' & MOUNTED TO THE TOP OF 12" WIDE x 12" WIDE x 36" DEEP A FOOTING VIA 0) FUNCTIONAL POST BASE BRACKET PER POST) (�) BEAMS & GUTTER PLAN SCALE: 3/8" = l'-0" DOUBLE PERIMETER BEAM (2) 2" x 8" x g" A -A '' A201 CORNER BEAM - CONNECTOR COLUMN 8" ,i�s 8" x 3/16" p (8"x8" POST PENETRATING THROUGH DECK" APPROXIMATELYI8" & MOUNTED TO THE ib OF A 12' WIDE x 12" WIDE x az" DEEP FOOlqyG VIA (1) FUNC ZONAL POST BASE BRACKET PER ti POST) O B T. STRUXURE- 154 ETHAN ALLEN DR. DAHLONEGA. —GA 30533 (800)303-524& LN LIJ IL/ L0 + 0 VJ ,O z (jQ Iyx Q X1 W LLJ Li co Q — U7 Li cl- LL LiQ V J QN c� DESCRIPTION BEAMS GUTTER PLAN DATE 09/22/22 DRAWN BY &S SCALE 3/8" = T-0" SHEET NO. A 103 A L UM/NUM TYPE LOUVERS 6063—TS ALL C-THE,R + OMPONENTS 6063—T6 9 IT OT U wim E OCT 042022 IU FAN & LIGHTS PLAN SCALE: 3/8" = 1'-0" CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASE PURSUAN TO A 2/-'S4., DATE 1 " 2-Z BY CJ - PA MENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTION. FOR PERMIT INFORMATION STRUXURE- 154 ETHAN ALLEN DR. DAHLONEGA, GA 30533 (800) 303-5248 ry W + W EL/ 0 � Lo CD 'o � Z U7 QX Q X� Wwz rn Q Z7 — mow LL w �' Q ry < N DESCRIPTION FAN &- LIGHTS PLAN DATE 09/22/22 DRAWN BY I&S SCALE 3/8" = T-0"" SHEET NO, A 104 AL UMINUNI T YPE.- LOUVERS 6063-T5 ALL OTHER COMPONENTS 6063-T6 SINGLE PERIMETER BEAMS (2)2'x8"x$' TYPICAL BEAM CHASE 120" 102" COLUMN Wx 8" x /16" (8 x8' POST P NETRA ING THROUGH DECK APP OXIMA ELY 18' & MOUNTED TO 7 HE TOP OFA 12' WIDE x 12" WI x iz" EEP FOOTING VIA (1) FUNC IONAL POST BASE BRACKET PERPOST) 18, DOUBLE INTERIOR BEAMS (4) 2' x 8° x 8' - 138.25' 138.25' - LOUVERS F-LOUVERS CERTIFICATE OF APPROPRIATENESS CITY OF GRAPEVINE RELEASED PURSUgNT T DATE I a l� BY DEPAR; MENT OF DEVELOPMENT SERVICES CONTACT BUILDING INSPECTIONS FOR PERMIT INFORMATION - SINGLE PER TER BEAMS / ° x $' - " TIER 5 !' GUTTER TYPICAL BEAM CHASE 5 Z" GLJITEO FAN BEAM 8' x 2' x t" 8' TRAX FAN BEAM P ' x 2' x 8 9 FAN (A c n Struxure Product) FAN (Non Struxure o*v COLUMN 8' x 8" x 3/16' COLUMN 8" x 8" x 3/16' (8 x8' POST PENETRATING (8 x8' POST PENETRATING', THROUGH DECK APPROXIMA TEL Y THROUGH DECK APPROXIMATELY/ / 18' &MOUNTED TO THE TOP OF A 18` & MOUNTED. TO THE TOP OF A 12' WIDE x 12' WIDE x 36" DEEP 12' WIDE x 12' WIDE x l2 DEEP FOOTING VIA 0) FUNCTIONAL POST FOOTING VIA 0) FUNCTIONAL POST BASE BRACKET PER POST) BASE BRACKET PER POST) ;4 A13PROX.18-77 26 241" 8 TRAX WOODEN DECK , Al -i i': �!�; ice:\, \f�'. f ./. / 1 '/ \. '..:\ <\ /, ' /. '%• / \%: / J / \: / 'i /'•\ .\/,. /, /. , , XX i :•./..X,'/<�` / ,/ /' `- J ./,,.., /./ �/ /✓ /\/ ,1,/\ /j // / /,; ram.., ✓,,, / /// ,,;�\/\, �\✓\,;^,,/ , /;, \,\/\////`i�/•,, ./\ /U\i\y 0. y,//\i\i :,,"`;��,;/\./�;�.y\i i,. \y\i\y\i\/`:/\,\; ,\., ,/ ,,,\',,,:/"/�y•y /,.,may\/\ ./ ;\i\r /�\ \1 ✓:r'�\� (A') SECTION 1-1 SCALE: 3/8" = 1'-0" BD P A V' 00 lk STRU URE- 154 ETHAN ALLEN DR. DAHLONEGA, -GA 30533 (800) 303-5248` cv Lu + LLJ P 0 Lr) r,- 'O z U) Q X Q X Wwz LLJ 0o z �- Q _ I- ImoLJ, ' L �-�- LLJ Q QC\I cl) DESCRIPTION SECTION 1-1 DATE 09/22/22 DRAWN BY IaS SCALE 3/8" = T-0" SHEET NO. A 200