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RF COLUMN <br />4" (MIN.) <br />YYF- 1 <br />WF-1 — RF1-3 8 A325 5/8" 1 1/2" <br />1AIF _'I _ R1='J_ z R e <br />VVF — I YY1 LU`FL <br />WF-2 W10842 <br />EB-1 W10x12 <br />EB-2 W10x12 <br />B-1 10x25C16 <br />E-1 L10ES12 <br />E-2 L10ES12 <br />E-3 L10ES12 <br />E-4 L10ES12 <br />E-5 L10ES12 <br />E-6 L10ES12 <br />E-7 1 10ES12 <br />E-8 L10ES12 <br />G-8 C10x15.3 <br />G-9 10x25Z12 <br />G-10 10x25Z26 <br />G-11 C10x20 <br />G-12 10x25Z14 <br />G-13 10x25Z12 <br />G-14 C10x20 <br />G-15 10x25Z14 <br />T <br />10x25Z12 <br />C10x15.3 <br />10x25Z1EF(M 10x25Z12 <br />G-20 C10x15.3 <br />G-21 10x25Z16 <br />G-22 10x25Z12 <br />G-23 C10x15.3 <br />G-24 10x25Z16 <br />G-25 10x25Z14 <br />G-26 10x25Z16 <br />G-27 10x25Z14 <br />'-2" G-28 10x25Z16 <br />G-29 10x25Z16 <br />G-30 10x25Z14 <br />G-39 10x25C14 <br />" E-1 E-2 E-3 E-4 E-5 E-6 E-7 E-8 1T G-40 10x25C14 <br />3-41 10x25C14 <br />ji4'—_ 4H- <br />^ I^ I ITI 1 4'-4G-42 10x2255CC114---- --- _ _1 1 1 — _ _ — —x— 0 G-44 10x25C16 <br />N N N— N N — 7 I E. 2G-45 10x25C146CD DETAIL K' I —Zb BLDG G-46 10x25C16 — —6 <br />-j o 0---------0------------ 0 0� �o 0 --------- 2 5 -1 ------------------- 0x3 C120 <br />D SAG250 CID CID CIG @I] CICICID DJ-2 1 Ox5C12 <br />EC-2 (TYP) RF1-3 RF1-3 RF1-3 RF2-3 RF2-3 RF3-3 RF3-3 RF4-3 DJJ-3 10 5C14 <br />D-41 25C14 <br />DJ-5 1 x25C14 <br />DJ-6 x25C16o0 26'-0 7 8" 29'-11 3 4 30'-5 1 2" 27'-8 3 4" 28'-0 1 4" 20'-119'-11 1 2" 0 5/8"147 5/8"Tfi <br />!�I <br />viRT 3'-1T 3'-1' _ 3'-1"I 3'-1T <br />LAPS3-1 3- 3'-1" 3'-1" 3'-1" 3'-1" 3'-1" 3'-1" NS+'••'9 <br />1 /2" THK. PIL RF Cf I """ <br />I <br />I I <br />(6) 5/8"0 A325 BOLTS <br />w/ 1/2" THK. PL. U.O.N. <br />DETAIL W <br />SPANDREL BEAM <br />(HOT -ROLLED CHANNEL) <br />(6) 5/8"0 A325 BOLI <br />w/ 1/2" THK. PL. U.O.N. <br />SPANDREL BEAM <br />(HOT —ROLLED CHANNEL) <br />EBI1 EBI1 EBI1 EBI1 EBI1 EBI1 EBI1 EBI2 <br />FASCIA FRONT FRAMING: LINE A <br />236'-11 7/8"OUT—TO—OUT OF STEEL <br />2 3 40 O © l/ J <br />32'-0 7/8" 33'-11 3/4" 34'-5 1 /2" 1, 31'-8 3/4" 1, 32'-0 1 /4" 1, 24'-1" 23'-11 1 /2" 24'-8 1 /4" <br />4"x14 a. flat <br />bars yp. <br />4x2x16 a. vertical <br />angle field notch <br />SIDEWALL FRAMING: FRAME LINE A <br />NOTE: WALL INSULATION (BY OTHERS) <br />7825 ; <br />FJUN 2 2fl12 = p • <br />SEALING CONSTITUTE (THAT AGSCGGLO� IMPLY <br />ORf EER TATE OF •A <br />IS THE ENGINEER OF RECORD B&ION A ` <br />PROFESSIONAL FOR THIS PROJEC <br />DESIGN OF THE METAL BUILDING ••• <br />FURNISHED BY GSC IS INCLUDED. F O R,Q <br />•••••••••••V <br />ANALYSIS, ELECTRICAL, AND MECHANI ,OIY �` �`�, <br />SYSTEMS, AND/OR OTHER PARTS SUPPL �r , <br />ANYONE OTHER THAN GSC ARE SPECIFICALL I""",,'%` <br />EXCLUDED. NO INSPECTION OR SUPERVISION IS <br />IMPLIED. <br />DESCRIPTION DATE DRN CHK DES. DESCRIPTION SIDEWALL FRAMING ELEVATION <br />'PROVAL/PERMIT 5/31/12 NMH JYW JEP CUSTOMER Sunrise Properties <br />CONFIRMATION 6/19/12 JMD MYG JEP END USER Sunrise Properties <br />ELEND USE Commercial <br />e LOCATION 6520 Fort King Road Zephyrhills, FL 33542 <br />NMH JYW JEP NOT TO SCALE <br />4685g m 662 55 17 (Main — — F006 B <br />