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Item 9A - Demonstration and Plans11"Q% SOUTHLAKE PLANNING & DEVELOPMENT SERVICES SIGN VARIANCE APPLICATION Demonstration Please demonstrate that the following conditions are applicable to the requested sign variance: That a literal enforcement of the sign regulation will create an unnecessary hardship or practical difficulty on the applicant. The applicant business carry world class brand that requires visibility that would be possible with 10" illuminated push through letters. The business itself have branding requirements that calls for Reverse illuminated channel letters in 3 lines. That the situation causing the unnecessary hardship or practical difficulty is unique to the affected property and is not self imposed. Applicant is bound to follow the directive requirements in order to open and business. That the variance will not injure and will be wholly compatible with the use and permitted development of adjacent properties. It will be compatible to to the development of the adjacent properties. Detail plans will be submitted to affirm the required compatibility. 4. That the variance will be in harmony with the spirit and purpose of the sign ordinance. Sign installed will not be in hindrance of the sign ordinance in any way. 1400 Main Street, Suite 310, Southlake, TX 76092 Phone: (817) 748-8215 Fax: (817) 748-8077 Revised January 2023 AM] 101X1� sdx31 `3�idlHlnos 00 '1S IIVM 810d W �VNIHIIIM SdTRJP 3NIJ WHAM 'ONI 3ON111M N „0—,Z l 38d SlINn lidM 4NVd8 TV ldOldAl add SNOISONG 3SVOMOHS TV :SAON lbd3N30 rRAGE BAR / ® o0, 2S 0 ®® I L- - m m I o I PU m 11 N I O y oo � ❑lo Z ❑I C �— — � s — ONVISI kNl3M3P ONVISI AN13mw co y� o O O ❑Io t m ❑l o m �-- ( c I _ oro O Ln • c 0 i g $ `U ❑I, �P o m m 11'-5. 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AQ LISTED SIGN COMPANY � Texas d 972-961-3951 www.texassignsinc.com 11621 Reeder RD, STE 200 Q Dallas, TX 75229 Client: MARKHAM F I N E J E W E L E R S Address: 101 Grand Ave Southlake, TX 76092 LANDLORD APPROVAL The undersigned consents to the installations and maintenance of this sign on my property in accordance with the agreement between Texas Signs Inc, and my tenant(s) and any extention, renewals or modification thereof. x (Property Owner/Authorized Agent Signature) Date CLIENT APPROVAL This drawing is the property of Texas Signs Inc and all rights to its use for reproduction are reserved by Texas Signs Inc. x (Property Owner/Authorized Agent Signature) Dole ��: �i.' '�'� '{ yr 'r; i ✓ is S y y y AQ LISTED SIGN COMPANY Texas d 972-961-3951 www.texassignsinc.com 11621 Reeder RD, STE 200 Q Dallas, TX 75229 Client: MARKHAM F I N E J E W E L E R S Address: 101 Grand Ave Southlake, TX 76092 LANDLORD APPROVAL The undersigned consents to the installations and maintenance of this sign on my property in accordance with the agreement between Texas Signs Inc, and my tenant(s) and any extention, renewals or modification thereof. x (Property Owner/Authorized Agent Signature) Dale CLIENT APPROVAL This drawing is the property of Texas Signs Inc and all rights to its use for reproduction are reserved by Texas Signs Inc. x (Property Owner/Authorized Agent Signature) Dole AG LISTED SIGN COMPANY Yexo-F as d 972-961-3951 www.texassignsinc.com 11621 Reeder RD, STE 200 Q° Dallas, TX 75229 Client: MARKHAM F t N E ] E W E L E R E Address: 101 Grand Ave Southlake, TX 76092 LANDLORD APPROVAL The undersigned consents to the installations and maintenance of this sign on my property in accordance with the agreement between Texas Signs Inc, and my tenant(s) and any extention, renewals or modification thereof. io�pan ��enrwman.ae ngam g �re� oo,e CLIENT APPROVAL This drawing is the property of Texas Signs Inc and all rights to its use for reproduction are reserved by Texas Signs Inc. �vmpe�ry owner�winonma ngem g u�e� Dare Am LISTED SIGN COMPANY � .reXas 972-9613951 www.texassignsine.com 11621 Reeder RD, STE 200 Q° Dallas, TX 75229 Client: MARKHAM F I N E 7 E Address: 101 Grand Ave Southlake, TX 76092 LANDLORD APPROVAL The undersigned consents to the installations and maintenance of this sign on my property in accordance with the agreement between Texas Signs Inc, and my tenant(s) and any extention, renewals or modification thereof. xWW= CLIENT APPROVAL This drawing is the property of Texas Signs Inc and all rights to its use for reproduction are reserved by Texas Signs Inc. General Notes: Design is based on IBC 2021 & Wind speed of 115 mph at 3 sec gust (Risk Cat 2, Exp C) 0 These drawings shall only be used for the intended reasons when issued and should not be used for any other purpose on this project and shall not be used on any other project either by the recipient or others without the prior approval of TMM Consultants. (13 TMM Consultants is not the Engineer of Record for overall project and shall only be responsible for the design of the sign structure and/or sign anchors shown on the drawing. Sign cabinet structure design shall be provided by others. ® Contractor shall be responsible for any discrepancies on the drawings. Any such discrepancies shall immediately be reported to TMM Consultants for verification and adjustments. If any part of existing structure does not meet specifications listed or dimensions shown, contractor shall not proceed with construction and request for a redesign © All HSS sections shall meet ASTM 500 Grade B with minimum yield stress Fy=46 ksi for HSS Square & Rectangular Sections and Fy=42 ksi for HSS Round Sections. 0 All Standard Steel Pipes and Tubes shall meet minimum yield stress Fy=35 ksi. ® All other existing and new steel including plates, angles, anchor rods, etc. shall meet ASTM A36 with minimum yield stress Fy=36 ksi. 0 All Aluminum Tubes and Plates shall meet 6061 or 6063 specs 10 All existing and new structural bolts shall conform to ASTM A325 unless noted otherwise. 11 Bolts Shall not be connected to existing building facia, brick or stone veneer at any location. It should be properly anchored to the building frame w/ appropriate blocking or to Concrete wall or CMU walls that has cells filled with grout 0 All Steel welding shall be made with E70xx electrodes and All Aluminum welding shall be made with E40xx electrodes. Weldings shall be performed by certified welders in accordance with latest AWS standards 13 All Rebars shall conform to ASTM A615 and will be Grade 60 steel. 14 Analysis of existing building structure, where applicable, to support proposed loads not in scope of TMM Consultants and hence not performed and provided. 0 Wall type information, where applicable, provided by the Sign Installer. The Contractor shall not proceed with the installation if the actual Wall type is other than shown and request for a redesign 16 For Concrete Masonry Unit Construction, Masonry Units shall conform to ASTM C90 and the cells shall be fully grouted and will have fm of 2000 psi minimum (attained @ 28 days) Concrete Piers and Spread footing shall have normal weight concrete with minimum compressive strength of 3000 psi (attained in 28 days. Care shall be taken for not placing concrete over soil fill. 1® Prior to construction contractor shall verify dimensions and grade of existing steel and concrete. 19 Field verification for accuracy and structural integrity of all elements of existing structure - including but not limited to - steel support, foundation, connections - not in scope of TMM Management.. �0 TMM Consultants shall not be held responsible for damage caused to existing Building due to the Sign Project. OF �L` `% �Sp .......... ........................... . MUSTAFA BOOTWALA ................................... . o: 129031 :4 — -�).f}.tKnjL' A 8/912024 Texas Signs 11621 Reeder Road, Ste 200 Dallas, TX 75201 MB Drawing #: 1 1 Project & Location: AWNINGS 01 GRAND AVE, SCUTHLAKE, TX 76092 ®TMM CONSULTANTS ENGINEERING & DESIGN SERVICES 19902 Stanton Lake Drive Cypress, TX 77433 FLASHING SEAL TO WALL Lac 8" FLASHING; COLOR: COPPER _ TOP OF WINDOW CUSTOM BENT STANDING SEAM PANEL; `- __ _ - TOP COLOR: COPPER 6" STANDING SEAM PANEL; A❑,-_ ❑B " - BOTTOM COLOR: WHITE —_ ;, - s ALIGN @ TOP Z-CLIP & " 1'50 SQ ALUMINUM - -- - - a .., ___x - - �- _ -=_ - - _- OF WINDOW LAG SCREW 1"SQx.125 8083-T52 __ - - - - - �__ - --- BTM OF CANOPY `r X (ALIGN@ ALUMINUM TUBE WINDOW FRAME) (1" SQ ALUMINUM EVERYWHE For_ -- R3' 58" UNLESS NOTED) `U'01" -Ab 3, WEST ELEVATION VIEW ) 1, I12'7 12a7 2'.8" T 3' P01 [38"1 i 3, AWNING SECTION VIEW 4 -110 A B SITE PLAN VIEW Usa: v,b•.,•a• A.F.F.F SOUTH ELEVATION VIEW sm: ana-,w OF r -AN .................................... MUSTAFA BOOTWALA .............................. . o: 129031 :4r Texas Signs 11621 Reeder Road, Ste 200 Dallas, TX 75201 rawn by: I MB cale: Not to Scale evision: 0 rowing #: 2 roject & Location: AWNINGS 01 GRAND AVE, SOUTHLAKE, TX 76092 ngmeer ®TMM CONSULTANTS ENGINEERING & DESIGN SERVICES 19902 Stanton Lake Drive Cypress, TX 77433 1' [12 STANDING SEAM AWNING (A) i [223'1 19'-7' 6" T 2'_�9 rrP [3 . g 7 [36'1 1' STANDING SEAM AWNING (C) [121 s.r yr-no T 2W"TRIM M 1' ZI [3D1 h _..\NDING SEAM AWNING (D) 4 STANDING SEAM AWNING (B) s� ur-,•a• END PANEL DESIGN a 23'-3" [279'7 W., BD 6" Z 9' TRIM 1' 7 3„ B�_7„ 18" I303'7 TYP [103"] 2'SQ" TRIM [377. 1• 2'SQ" TRIM [12'7 1 _B. 'F [20"] .,� .TYP [42161 3 / 1' AI00 10'-7" 2,��, [12'1 [127-J 130"] S STANDING SEAM AWNING mil 5 STANDING SEAM AWNING E sa.,rr=,•v 1' 12� 2'SQ" TRIM 1' 2'_1176' X' 5 TYP za-7^[3 [247"] OF Apr MUSTAFA BOOTWALA `'MyA aN{ 819PL(Y14 6" [20"] 1"x2" T-1" [31 "] 1 [12"] 1 Prepared for Texas Signs 11621 Reeder Road, Ste 200 Dallas, TX 75201 [30"] Project #: 2 [30"] Date: AugAu 2024 l��� 10" + OF Trx1 Drawn by: MB ••.. Ei% Scale: Not to Scale Revision: 0 Drawing #: 4 Project & Location: END PANEL DESIGN MUSTAFA BOOTWALA % AWNINGS U FRAME SIDE PORFILE ISOVIEW ; 129031 01 GRAND AVE, smk: 3-=r--0• �� �Ot : �l/ �/ SOUTHLAKE, TX 76092 ' ..C.N5� •'( Engineer.... "` ' ®TMM CONSULTANTS ENGINEERING & DESIGN SERVICES 19902 Stanton Lake Drive 1'' rI Cypress, TX 77433 Project: Awning Design Location AWNINGS @ 01 GRAND AVE, SCUTHLAKE, TX 76092 Risk Category II Exposure C V 115 Applicable Design Code IBC 2021 Design Loads Awnings B (ft) s (ft) h (ft) Kh Kd K,Y V mph qZ (psf) G Cf ASD LF Force (lb) Centroid (ft) Moment (lb-ft) # of Fasteners in a Row Dist bet two rows (ft) Tension per fastener (lb) AwningA 25.33 3.00 14.00 0.85 0.85 1.00 115 24.5 0.85 1.83 0.60 1,735 1.50 2,603 6 1.33 325 Awning B 19.67 3.00 14.00 0.85 0.85 1.00 115 24.5 0.85 1.81 0.60 1,332 1.50 1,998 5 2.33 171 Awning C 19.58 3.00 14.00 0.85 0.85 1.00 115 24.5 0.85 1.81 0.60 1,327 1.50 1,990 5 3.33 119 Awning D 25.25 3.00 14.00 0.85 0.85 1.00 115 24.5 0.85 1.83 0.60 1,729 1.50 21594 6 4.33 100 Awning E 20.58 3.00 14.00 0.85 0.85 1.00 115 24.5 0.85 1.81 0.60 1,394 1.50 2,091 5 5.33 78 Awning F 10.58 3.00 14.00 0.85 0.85 1.00 115 24.5 0.85 1.80 0.60 713 1.50 1,069 4 6.33 42 OF `% .................................... MU5TAFA i3OOTWALA ................................... . o: 129031 - -�)-&-njL'-A 8/912024 Texas Signs 11621 Reeder Road, Ste 200 Dallas, TX 75201 MB Drawing #: 1 5 Project & Location: AWNINGS 01 GRAND AVE, SCUTHLAKE, TX 76092 ®TMM CONSULTANTS ENGINEERING & DESIGN SERVICES 19902 Stanton Lake Drive Cypress, TX 77433 ASCL AMERICAN SOCIETY OF CIVIL ENGINEERS Address: Grand Ave Southlake, Texas 76092 ASCE Hazards Report Standard: ASCE/SE17-16 Latitude: 32.941474 Risk Category: II Longitude:-97.13076 Soil Class: undefined Elevation: 632.9499594899623 ft (NAVD 88) 411d 'P;oUd Ln �' L.i rlt' �N(IOti t'f fS� *a1 -irl cC`J � C tton Ln Dasis Ct u Icderal � ,y3y � Ott JA4T z ScUlhlale O.v,ndv' Avz �l rwvn Square rJo` Q Southlake;) sumnnr Rai k ku t 709: N* IF S-111AA, Uvd - o lerw Rucker Rd .� �oodsof a t Weslmo it Ct R W On' Pr z —'t ��. Ur Forest Htlh fit 1 v �'�Y V cater 6d'fr. Vl C 1ff _ =a.wyv f <n t cl Wind Results: Wind Speed 106 Vmph 10-year MRI 74 Vmph 25-year MRI 80 Vmph 50-year MRI 86 Vmph 100-year MRI 91 Vmph k L.ln1JAl �'X �. WkbM TI1 I q:liii. Pert Il ghlaid 1= L.h. -- - Pri VELA . Mob Rloh•er klound , - � own ran j-� Tfc L•I'N �I Jt--_ -- btur,k -_ Pork _ �` ( Coppell. t ' Grapevine Keller l _m a �I ?la\ -F— ..a laws tt j, J tiJIU+x s North ° Rl.hl-ln..t Hurt $ Hill ��— E .lhlI EUI TI(-1891E urea 3 _ H,1"1m r:lty InQ .l� y 'f :I Fat Vor th ' �- — — '" TAT - r.3lfrud Plnnie