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Home My WebLink AboutCOMA2025-001602238 DoaIsign Envelope D: 05620ZEE-13F6-489E-92A5-33891AD5AB95 ME* 72092 k--- ---- — - --- ------ ------------ AWNING -I AWNING ELEVATION - PERSPECTIVE CITY I BLACK AWNING MATERIAL ,;Cj: D I 1 �2 ALUMINUM SQUARE TUBE FPAME, P -z' MOUNT TO MORTAR WITH CONCRETE ANCHORS, K BE ---------- 48" 0 AWN!NQ ELEVATION - FLATTENED SCALE 1 r4 _ 1 0' BOTTOM OF AWING TO BE EVEN WITH TOP OF DOORS & WINDOWS BY OTHERS---- ZLOCK- FOR v7" r IND VIEW 9CAILE1-4 Va STOREFRONT kt EVgLDO, s DON 3AT, R!--',A- 0 ,V 0 RZ,13T— 0!�, T 1 P HARGROVE ROOFING pr 28101"'?439 08 seallcasBnsvjc:jno, "or, Address: 1 ?q S MAN STF 100 CAS rIZ- 3 kE- R WED IwY",s,Qnshztu-es wm R E,4LJA!1G',,0F At 2 Q',1S*ate GRAPEVINE, TX , T Clienh ARTOGRAFX;NC T- VJ,-, In ',"LV T11 IST -,,prp,c:,4ED Date 8.26-2025 Sheet 4, 1 OF 4 ,jai Pl- Rigtrozl.: Docusign Envelope lD 05620 ZEE- 1 3F6-48 9E-92A5-33 891AC)5AB95 11172092 F- --- i-AWNING - I Connection Specification - (60" x 238" Awning - 1) Total Connectors Required = Connect Awning to Building w/ One of (3) Types of Connectors, Use Either (16) 112" Dia. Thru Bolts or IN -Wall Thru Bolts into 2X OR (18) 112" Chia. Liberty Bolts into 2X Blocking OR (18) 1/2" Dia. Lags into 2X Blocking - Full Tip Penetration . Attach to Wall with 1/8" Z-Clips TEK Screwed to Frame. 5R�CKWAJL VIIAL_ STi 2X KOCKAG _JBE a C -HRLI SOLT- P PE SLEEVE SPACER TYPICAL TH NNECTION 5R:GKVJA,L — VXi.STL'w 'X E _OCK NG -J9E zRAIJE A 7117 ------ -------- P PE &,HVE — SPA'_R TYPICAL LIBERTY BOLT CONNECTION -I -T HARGROVE ROOFING P1'28!; 313.7439 ra,: searw Tgnsvjcwes,,or Address: 129 13 MAIN STF_IrIQ__ -es , Wec mw,� &c-strxtu om 2C1jy2?',8 G 3RAPEVINE, Tx Client: ARTOGRAFX iNC akNES ",OF A74"H',TN�-TOVnA1 L ONLY OR 05 AE 3j L T Y.Al CONDJ 0'4� pou. ") OR 1111p, =11r -2)( 6LQI,3 KI N S TJBF FRAPX TE� SCRE' BOLT KE&EUE TYPICAL INMALL THRU BQ.LjfQNO_gG7QN: -ANQ-ER ERlCK VVALL VAL STZ 2X 3.CI0KJIO %3E -,7,kk'zF Z-QL LAC 501T ------- i ------- PIPE SLE SPACER TYPICAL LAG BOLT CONNECTION 3'=1 '*- ReLjSe,: Con'— f Re'lw Co'ne'tors 17".-'21 DO 0 F 44111 It, 0. SEAN M. McF ttit so Z/CEN Date 8-26-2025 Sheet t' 2 OF 4 "55 b; 3f�r Ca,4 eLl Ra:4 P CImsign Envelope D: 05620 ZEE- 1 3F6-48 9E-92A5-33 89 IAD5AR95 1 ME#: 72092 AWNING - 2 AWNING ELEVATION PERSPECTIVE OTI, I BLACK AWNING MATERIAL, 1 1,2 ALUMINUM SQUARE TUBE FRAME. MOUNT TO MORTAR WITH CONCRETE ANCHORS 48 END VIEW SCA1 F 3 1 0' F HARGROVE ROOFING Pl�'281�81,-7439 Address: 1129 S 1M.AIN STF. 100 om Cdv!State: GRAPEVINE, TX giiem: ARTOGRAFX INC 120' 0 AWNINC, ELEVAIMN - FLATTENED SCALE 3"8" - I , 0, BY OTHERS SIDE ENTRANCE ELEVATION SCALE 1,4 1 0" - � tAlal D'a" q ro,,.00 11kii A,"-ADIIYDJ T Re'lse'� c'-Od1c'O1'h'j !714tIDS S I EAN M, MCFARLAND ;01, ' ye.dsed !TDR2,[)�O 4R V,1.jA-F U,,Csaws ',"Au 1", 3i'L* C0,4ST OR Date 8,26-2025 Sheet k 3 OF 4 H Docusign Envelope lD 05620 ZEE- 1 3F6-48 9E-92A5-33 891AC)5AB95 ME #: 72092 -------- ------ 'I AWNING - 2 Connection Specification - (60" x 120" Awning - 2) Total Connectors Required = Connect Awning to Building w/ One of (3) Types of Connectors. Use Either: (10) 112" Dia. Thru Botts or IN -Wall Thru Bolts into 2X OR (12) 1/2" Dia. Liberty Bolts into 2X Blocking OR (12) 112" Dia. Lags into 2X Blocking - Full Tip Penetration . Attach to Wall with 1/8" Z-Clips TEK Screwed to Frame. VVXL ETU' ER CV,VA: L L TUBE `RAME - TJBE FR41, VI TE< SCRI=* —'71 Z,CL 0000 onivin Now son Z-CLP M N,,;ALo TlR BOLT PE S.Em"S PIPE S-EEVE SPArER I m�30N TYPICALTMRMMJCQNNECTiON TYPICAL [NWALL TNRLI SOLT CONNE CTR N tX-EIR 3 .1 =1 .9 3 -0, 5R:CKVJA,L — VXi.STL'w 'X E -OCK NG -J9E zRAIJE �Ec SIRE 71A 17 JBERTY 90T - ------ - ------- P PE &EEVE — SPA,_R TYPICAL LIBERTY BOLT CONNECTION -I -T HARGROVE ROOFING Pr 281;5134d39 Era 1: c— Address' I7P S MAIN rtTF 100 -es cc— CJ!v'State CRAPEVINF, TX Cliem ARTOGRAFX INC CRlCK VVAILL VAIL- STJ: 2X 3�CKIIIG "CRE"', Z-C L LAC 501T ------- i ------- PIPE SLE SPACER TYPICAL LAG BOLT CONNECTION V R NQOF mlel Ora- r-ACHVEr' I 10Y!ALLOW ^A3N_' � Q \:R%G Grc E,,ALJA*i0% 0'. AS 31 i! 4k, CONDIT u\s l71412� OS o Z** _'bMF _4,% o 1� SEAN FARS A4d0 86679 4�- Date 8-26-2025 Sheet » 4 OF 4 N'-rT Docusign Envelope lf): 056203EE-13F6-489E-92A5-33891AD5AB95 e: 8/26/25 LD,9" Client: Artografx Inc ion-, Sian: Harqrove Roofinq Project Description ME Job: 72092 Awn I City, State: Overall Height: Wind Speed 129 S Main Ste 100 Overall Size: 60" x 238" 7z"B r!4N Mounting Height: 15-0" Max, Mounting Style: Wall Mounted Awning Structural Variables and Code Loading Specifications Sign Type: Awninq Existing Wall Material: other Sign Weight Per Foot: 1x Connection Design Grapevine, TX SHEET: I OF 1 15'-0" Max. Sean M. McFarland, P.E. 105 mph McFarland Enqineerin Table of Contents Content: Page Design Loads ...................1 Connection Design. .... I "I Code: mi,li w • Wind Speed: noc Wind Exposure: C Wind Loads Per ASCE 7-16 Using ASCE 7-16 (Simplified Procedure) Topography: Homogeneous I Exposure: C lambda Enclosure: Enclosed Structure: Components and Cladding Zone Building: Category 11 Effective Wind Area Net Wind Pressure = 15 Max. Overall Height 1,15 (Table 6- 1) 1,21 (Figure 6-3, Exp, C, height = 15 ft) 5 (End -Wall - Worst Case) 10 Sq. Ft. -19,5 (Figure 6-3) Total Load Pnet = (lambda)*I*Pnet g-jo w- Tem'11 Foot (15) -27.13 PSF 8 L) SEAN M. McFARLAND Awning Loads Area Pressure (Suction) Forcetrr c $8579 lip 0' CEN Total Awning Area 99 FTA2 -27A4 3 PSF -2691 LBF S V-AA'.4' 1 " Aluminum Tube Frame, Fully Welded w 1/8" Z-Clips or Directly Attached Through Frame Connection Design Connections Force Per 112'Dia. 1/2" Dia, 1/2" Dia. Total Connection Thru Bolts Lags (2x) Liberty Bolts Awning to Building 16 -177 LBF 500 LBS (OX.) 18 -157 LBF 345 LBS 395 LB S (OK) Connection Specification Total Connectors Required = Connect Awning to Building w/ One of (3) Types of Connectors. Use Either (16) 112" Dia. Thru Bills or IN -Will u Its into 2X OR f,1811/2" Dia, WeQ Bolto into 2X Blockin R 18 1 2" Dia, Laos into 2X I TOM N if I# 1111illilm. I I= E I *A wdRR I Af M I I L W Docusign Envelope ID: 056203EE-13F6-489E-92A5-33891AD5AB95 Date: 8126/25 City. State: Client: Artografx Inc Overall Height: Siqn: Harqrove Roofinq Wind Speed Project Description 129 S Main Ste 100 ME Job: 72092 Awn 2 ih.l 1i',,IA E LC; Al."S Overall Size: 60" x 120" ,,.a' t 'r Mounting Height: 15'-0" Max. Mounting Style: Wall Mounted Awning Structural Variables and Code Loading Specifications Sign Type: A%unmo Existing Wall Material: oti7c, Sign Weight Per Foot: i�. # Grapevine, TX SHEET: 1 OF I 15'-0" Max. Sean M. McFarland, P.E, 105 mph McFarland Engineeringl Table of Contents Content: Page Design Loads. . . ...... 1 Connection Design. . ... I 1W Code: �v,21 iBc 1W Wind Speed: m� 1W Wind Exposure: C 1W Wind Loads Per ASCE 7-16 Using ASCE 7-16 (Simplified Procedure) Topography: Homogeneous Exposure: C lambda Enclosure: Enclosed Structure: Components and Cladding Zone Building: Category 11 Effective Wind Area Net Wind Pressure = 15 1W Max. Overall Height 1,15 (Table 6- 1) 1,21 (Figure 6-3, Exp. C, height = 15 ft) 5 (End -Wall - Worst Case) 10 Sq. Ft. -19,5 (Figure 6-3) Total Load Pnet = (lambda)*I*Pnet Yt'J'q%11 0"Usignov, V. Pnet (15) -27,13 PSF SEAN K McFARLAND Awning Loads Area Pressure (Suction) Force $8679 Total Awning Area 50 FT A 2 -27,13 PSF -1357 LBF Connection Design Connections Force Per 1,12" Di& 1/2" Dia, 1/2" Dia, Total Connection Thru Bolts Lags (2x) Liberty Bolts Awning to Building 10 -143 LBF 500 LBS (0, K.) 12 -119 LBF 345LBS 395 LBS (O.K.) Connection Specification Total Connectors Required = Connect Awning to Building wl One of (3) Types of Connectors. Use Either (10) 1/2" D Thrw Bolts or IN -Wall Thro Bolts into 2X OR 112) 1/2" Dia. Li gei6 Bolti into 2X Blockin OR 12 1/2" Dia. Laos into