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Home My WebLink AboutZ-3520-D Map 2BRACE TOP FLANGE OF PURLINS@ 5'-0' MAX WITH 1'xl'xl/8' Ls FLANGE BRACE ALL BEAMS TO PURLINS WITH 1'xl'xi/8' Ls WELD BEAMS TO COLUMNS & PURLINS TO BEAMS I l 1 1 I EXISTING 26'-0' x 78'-0' CANOPY i I i I I E EXISTING { i 8' x 8' COLUMN ! °J ---------- _. ------------ _.li ._._ ----- .----------- .-._.._._._. EI it W 10 x, 12 {{ �I ! I� 1 CuI ? � II x ! x I II t W10xi12 1 I l i a W 10 x112 13'-0' 1 26'-0' 1 13'-0' ROOF FRAMING PLAN ALL COLUMNS 8" x 8' x i4' WALL TUBE STEEL Charles L. Loyd, P,E. is not En-oineer of Record for overatl project, a r�. n Al CHARLES L, LOYD, PZ 2093 CHERRY ROAD CABOT, ARKANSAS 72023 501-843-9790 Phone / Fax Emil loyd@centurytet.net ►�of .-*k 1 E Q Alt AS REGI *S RB FR®F ER Eli No.4533i��! 4 f z��?t ES L MR. CANOPY P.Q. BOX 91 CABOT, ARKANSAS 72023 501-941-2533 KINGWOOD EXXON HIGHWAY 10 & KINGWOOD ROAD LITTLE ROCK, ARKANSAS 3-4-2008 1 OF 5 THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS INDICATED AND APPLIED IN ACCORDANCE WITH 2003 INTERNATIONAL BUILDING CODE AND THE 2002 ARKANSAS FIRE PREVENTION CODE, CHARLES L. LOYD, P.E. DOES NOT CERTIFY THAT THE BUILDING CODES OR LOADS SPECIFIED ARE ADEQUATE OR APPROPRIATE FOR THE INTENDED USE OR LOCATION OF THE PROJECT. ROOF LIVE LOAD = PER SECTION 1607,11.2 SNOW DESIGN DATA GROUND SNOW LOAD = 10 PSF SNOW EXPOSURE FACTOR Ce = 1.0 TABLE 1608.3.1 SNOW IMPORTANCE FACTOR Is = 0.8 TABLE 1604.5 THERMAL FACTOR Ct = 1.2 TABLE 1608.3.2 FLAT ROOF SNOW LOAD = 6.72 PSF (FROM Eq. 7-1) FLAT ROOF SNOW LOAD = 8 PSF (FROM MINIMUM SNOW LOAD - SECTION 7.3) RAIN-ON-SN❑W SURCHARGE = 5 PSF (FROM SECTION 7.10) DESIGN SNOW LOAD = 13 PSF WIND DESIGN DATA WIND SPEED = 90 MPH 3 SEC. GUST WIND IMPORTANCE FACTOR Iw = lA TABLE 1604.5 WIND EXPOSURE = B SECTI❑N 1609,4 EARTHQUAKE DESIGN DATA DESIGN FOR 'LIFE SAFETY ONLY' SEISMIC IMPORTANCE FACTOR Ie = 1.0 TABLE 1604.5 SEISMIC USE GROUP 1 SECTION 1616.2 MAPPED SPECTRAL RESPONSE ACCELERATION Ss = 0.462 Sl = 0.175 SITE CLASS D ASSUMED SPECTRAL RESPONSE COEFFICIENTS Sds = 0.440 Shc = 0.245 SEISMIC DESIGN CATEGORY D TABLE 1616.3(1) EXISTING 24'-0' CROSS SECTI❑N BRACE TOP FLANGE OF PURLINS@ 5'-0' MAX WITH 1'xl'x1/8' Ls FLANGE BRACE ALL BEAMS TO PURLINS WITH 1'xl'xl/8' Ls WELD BEAMS TO COLUMNS & PURLINS TO BEAMS SS A TE p rp# AR Al AS tt REGIS; EREH- � [LOPES d L EIN i No.4533A 4ES �. V AV Charles L. Loyd, P.E. is not Engineer of Record for overall project, r� rV CHARLES L. LOYD, P.E. 2093 CHERRY ROAD CABOT, ARKANSAS 72023 501-843-9790 Prone/Fax Email Loyd@centurytel,net MR. CANOPY P.O. BOX 91 CABOT, ARKANSAS 72023 501-941-2533 KINGWOOD EXXON HIGHWAY 10 & KINGWO❑D ROAD LITTLE ROCK, ARKANSAS 3-4-2008 2OF5 C C 3'-0' SQUARE ELEVATION VIEW F❑❑TING DETAIL @ CANOPY COLUMNS FOOTING DESIGN BASED ON 2000 PSF MAXIMUM SOIL BEARING CAPACITY 24'-0' x 52'-0' CANOPY SYSTEM ADDITION Ales PlEGSIEREW L mp F Z ENO xa4533 �-kl it �� 6. t L r�! - Charles L. Loyd, P.E. Is not Engineer or Record for overalA project. �L CHARLES L, LOYD, P.E. 2093 CHERRY ROAD CABOT, ARKANSAS 72023 541-843-9790 Phone / fax Email loyd@centurytet.net MR. CANOPY, INC, P.D. BOX 941 CABOT, ARKANSAS 72023 501-941-2533 KINGWOOD EXXON HIGHWAY 10 & KINGWOOD ROAD LITTLE ROCK, ARKANSAS 3-4-2008 3 OF 5 L 2' x 2' x 1/8' CONTINUOUS 1-1/2' x 1-1/2' x 1/8' L BRACING 2 24' o.c. w cs MAIN BEAM (4 LLI TS 1' SO 16 GA VERTICAL @ 24' o.c. PURLIN 6' CONTINUOUS GUTTER FASCIA DETAIL 24 GA !MASON PANEL vk11 REGIS* BRED RI SI ENGI )� o.4533 ES Charles L. Loyd, P.E. is not Engineer or Record for overall project. t� MR. CANOPY, INC. P.O. BD X 941 CABOT, ARKANSAS 72023 501-94.1-2533 CHARLES L, LOYD, P.E. 2093 CitERRY ROAD KINGWODD EXXON CABOT, ARKANSAS 72023 HIGHWAY 10 & KINGWOOD ROAD 501-843-9790 Phone /Fax LITTLE ROCK, ARKANSAS Emall Loyd@centuryteLnet 3-4-2008 4 Of 5 BEAM TO COLUMN C❑NNECTI❑N DETAIL 116 x 26 BEAM rP PLATE ELD PERIMETER 1'xl'xl/8' L TYPICAL EACH SIDE AT EACH PURLIN 1'xl'xl/8' L @ 5'-0' MAX SPACE 3/16 " 1/2 W 10 x 12 PURLIN 3/16 BEAM TO PURLIN CONNECTION DETAIL PURLIN TOP FLANGE BRACE CONNECTION DETAIL W 16 x 26 BEAM W 10 x 12 PURLIN BEAM FLANGE BRACE CONNECTION DETAIL 24'-0' x 52'-Q' CANOPY SYSTEM ADDITION YP 1/2' x 4' x 6' TCP SPLICE PLATE i ULAM lie VUKLIN Jt'Lll.t JL f HIL 1�,0StJkTE qf�� Alt aSL ` BEC R 0 FEN0.4533 �y� 6 L ES L. &B OTTOM Charles L. Loyd, P.E. is not Engineer or Record for overalt project. CL MR, CANOPY, INC. P.O. BOX 941 CABOT, ARKANSAS 72023 f L1 501-941-2533 CHARLES L. LOYD, P.E. KINGWOOD EXXON 2093 CHERRY ROAD HIGHWAY 10 & KINGWOOD ROAD CABOT, ARKANSAS 72023 LITTLE ROCK, ARKANSAS 501-843-1790 Phone / Fax Ercall loyd@centurytel.net 3-4-2008 � 5 OF 5