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1 ■ 2 ■ 3 ■ 4 ■ 5 ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />R <br />TYI <br />(QQ PP <br />1.51F 1.5G 1.5H <br />45'-4" <br />22W 3/4" 22'-8 1/4" <br />2 <br />I <br />W-BEAM <br />-SEE PLAN <br />i <br />-BEAM <br />= SEE PLAN <br />W-BEAM <br />= SEE PLAN <br />S302 <br />L X4X /16 1 1 1I <br />1_6 4 <br />5 16 1 <br />1 <br />I <br />I <br />IX <br />I <br />I <br />I <br />I <br />I <br />I <br />m m <br />t r <br />X X <br />X X <br />Ui can <br />= HSS6X4X5/16 = <br />co i c� <br />r r <br />X X <br />X <br />� can <br />= HSS6�4X5/16 = <br />m m <br />r r <br />X X <br />X X <br />U) U <br />_ HSS6X4X5/16 _ <br />• <br />KX <br />KX <br />L6X4X5/16 <br />_ i <br />i <br />1_6X4 5/16 <br />L6X4X5/16 <br />LOUVER ELEVATION <br />1 /4" = 1'-01, <br />DOUBLE L4x4x3/8"x12" LG. AT TOP OF <br />POST W ITH (2) 3/4" H I LTI H IT-HY 200 <br />EPDXY WITH 5 5/8" EMBEDMENT INTO <br />CONCRETE TIE BEAM (TYPICAL AT TOP <br />OF HSS POST AT JAMB) <br />L4x4x3/8"x12" LG. WITH (2) 3/4" HILT[ <br />HIT-HY 270 EPDXY WITH 5 5/8" <br />EMBEDMENT INTO CMU WALL <br />(TYPICAL AT HSS POST AT JAMB <br />AT 32" O.C.) <br />6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS <br />ANCHORS WITH 4" EMBEDMENT. WELD HSS POST <br />TO BASE PLATE ALL AROUND WITH 1/4" WELD. <br />(TYPICAL) <br />_GENERATOR LEVEL <br />118' - 11" <br />LOUVER ELEVATION <br />1 /4„ = 1'-0" <br />1 ■ 2 ■ ■ 4 ■ ■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 1;: ■ 14 ■ 1 r <br />DOUBLE L4x4x3/8"x12" LG. AT TOP OF <br />POST WITH (2) 3/4" HILTI HIT-HY 200 <br />EPDXY WITH 5 5/8" EMBEDMENT INTO <br />CONCRETE TIE BEAM (TYPICAL AT TOP <br />OF HSS POST AT JAMB) <br />ZOOF FRAM_ ING PLAN <br />133' - 0' <br />L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI <br />HIT-HY 270 EPDXY WITH 5 5/8" <br />EMBEDMENT INTO CMU WALL <br />(TYPICAL AT HSS POST AT JAMB <br />AT 32" O.C.) <br />6"x12"x1/2" BASE PLATE WITH (2) 5/8" HILTI HUS <br />ANCHORS WITH 4" EMBEDMENT. WELD HSS POST <br />TO BASE PLATE ALL AROUND WITH 1/4" WELD. <br />(TYPICAL) <br />GENERATOR LEVEL <br />118' - 11" <br />McElroyEngineering-, <br />0 <br />STRUCTURAL DESIGN GROUP <br />1835 EDGEWATER DRIVE ORLANDO, FL. 32804 <br />PHONE: 407.245.8775 FAX: 407.245.8744 <br />WEBSITE: mcelroyeng.com <br />Firm Registration: #33835 <br />ME PROJECT NO: 1621-04 <br />"TO THE BEST OF MY KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY <br />WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE <br />SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN <br />ACCORDANCE WITH CHAPTER 533.79 AND CHAPTER 633." THE DRAWINGS <br />ARE BELIEVED TO BE CORRECT TO THE .BEST OF MY KNOWLEDGE. THE <br />ACCURACY OF THE AS -BUILT CONDITIONS CANNOT BE GUARANTEED. <br />SEAL <br />Craig E. McElroy P.E. - FL No. 44741 <br />Not-11111/1" <br />!�k� � E mD,C�'Ii <br />* ; No. 44741 � <br />�-)q©}�. STATE OF <br />XI,. �. <br />%,V f �C�,S,CC�Rt� <br />bN <br />oil <br />!i. <br />12�ZZI <br />Advlent Health <br />ZEPHYRHILLS <br />ZEPHYRHILLS GENERATOR ADDITION <br />Hunton • <br />A R C H I T E C T <br />DATE SUBMISSION NO <br />12.17.21 CONSTRUCTION DOCUMENTS <br />WALL ELEVATIONS AND SECTIONS <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN Author <br />■ 16 ■ 17 ■ 181 ■ 19 ■ 27 <br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407) 839-1709/Fax www.huntonbrady.com License AAC001744 <br />