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1 ■ 2 ■ 3 ■ <br />4 ■ 5 <br />■ 6 ■ 7 ■ 8 ■ 9 ■ 10 ■ 11 ■ 12 ■ 13 ■ 14 ■ 15 ■ 16 ■ 17 ■ 18 ■ 19 ■ 20 <br />DIA. STUD w/ <br />1/2" THICK EMBED PLATE 2„ 8„ „ 6" EMBEDMENT. <br />(V <br />m 1/4 <br />`O TYP. SINGLE PLATE <br />1-1/4" x 4" x 6" BENT PLATE ALONG END OF BEAM <br />w/ HILTI KWIK BOLT 3 - 3/4" DIA ANCHORS AT 32" <br />O.C. (4-3/4" MIN. EMBEDMENT) <br />EA BEAM <br />3/16 3 <br />#3 STIRRUPS AT 12" O.C. >� METAL DECK- SEE PLAN <br />,%T.O. STEEL <br />EL. = SEE PLAN <br />i <br />(6) CONT #5 - (2) TOP, <br />(2) MID AND (2) BOTTOM o <br />PROVIDE SOLID 4000 PSI <br />CONCRETE AT W14 BEAM <br />CONNECTION TO WALL <br />W12 BEAM - SEE PLAN <br />SINGLE PLATE CONNECTION <br />PER <br />1/2" THICK PLATE <br />CONCRETE -SEE <br />8" REINFORCED CMU <br />rAASONRY WALL <br />W12 TO WALL CONNECTION <br />3/4" = 1'-0" <br />I- <br />8X32 CONCRETE BEAM <br />- SEE ELEVATION 1 / S301 <br />KI <br />/*' P�, <br />8" REINFORCED <br />MASONRY WALL <br />TYP. B <br />CONT L6x4x5/16 (LLV) WITH HILTI KWIK BOLT <br />3 - 3/4" DIA ANCHORS AT 24" O.C. AT DECK <br />BEARING (4-3/4" MIN. EMBED) <br />METAL DECK - SEE <br />ROOF PLAN NOTES <br />BRIDGING AND BRACING W-BEAM -SEE PLAN <br />SEE PLAN <br />L4x4x1/4 WITH HILTI KWIK <br />BOLT 3 - 3/4" DIA. ANCHORS <br />(4-3/4" MIN. EMBED) <br />RACING CONNECTION DETAIL <br />i T.O. STI <br />TEL. =SE <br />(6) CONT #5 - (2) TOP, I <br />MID AND (2) BOTTOM <br />PROVIDE SOLID 4000 F <br />CONCRETE AT W14 BE <br />CONNECTION TO WAL <br />ILI 5/8" DIA. STUD w/ <br />1/2" THICK EMBED PLATE „ 81' 2„ 6" EMBEDMENT <br />N <br />1/4 <br />tO TYP. SINGLE PLATE <br />STIRRUPS AT 12" O.C. <br />NT L6x4x5/16 (LLV ) <br />TAL DECK - SEE PLAN <br />4 BEAM - SEE PLAN <br />GLE PLATE CONNECTION <br />R <br />'THICK PLATE <br />NCRETE-SEE <br />ZFINFORCED CMU <br />MASONRY WALL <br />W14 TO WALL CONNECTION <br />3/4" — 1'-0" <br />aI METAL DECK - <br />SEE PLAN <br />T.O. DECK <br />EL. = VARRIES ° <br />d <br />8X32 CONCRETE BEAM iv <br />- SEE ELEVATION 1 / S301 <br />CONT L6x4x5/16 (LLV) WITH <br />HILTI KWIK BOLT 3 - 3/4" DIA <br />ANCHORS AT 24" O.C. AT DECK <br />8" REINFORCED BEARING (4-3/4" MIN. EMBED) <br />MASONRY WALL <br />TYP. DECK ANGLE CONNECTION DETAIL <br />SINGLE PLATE <br />CONNECTION <br />PER <br />CMU <br />MASONRY <br />WALL <br />(-3-�, W-BEAM CONNECTION DETAIL <br />1" = 1'-0" <br />1/4V <br />METAL DECK <br />- SEE PLAN <br />SINGLE PLATE <br />CONNECTION <br />PER 17/S611 <br />W12 BEAM <br />- SEE PLAN <br />W14 BEAM <br />- SEE PLAN <br />W12 TO W14 CONNECTION <br />1/4 <br />W 14 BEAM <br />- SEE PLAN <br />SINGLE PLATE <br />CONNECTION <br />METAL DECK <br />- SEE PLAN <br />W14 BEAM <br />- SEE PLAN <br />W12 BEAM <br />- SEE PLAN <br />CONNECTION TO CENTER BEAM <br />3/4" = 1'-0" 10 3/4" = 1'-0" 5610 1 1/2" = V-0" s�1� 3/4" = 1'-0" <br />3/8" STIFFENER <br />PLATE EACH SIDE <br />3" METAL DECK - SEE PLAN <br />W-BEAM - SEE PLAN <br />3/4" CAP I <br />WITH (4) 3/4" DIA. <br />TC BOLTS IN STD F <br />STEEL COLUMN - SEE <br />AN NOTES FOR ROOF <br />CK FASTENERS (TYP) <br />W-BEAM - SEE PLAT' <br />3/8" STIFFENER <br />PLATE EACH SIDE <br />3/4" CAP PLATE <br />WITH (4) 3/4" DI) <br />A325N TC BOLT; <br />IN STD HOLE: <br />STEEL COLUMI <br />- SEE PLAT <br />VIEW A -A <br />TYPICAL COLUMN CONNECTION <br />3/4" = 1'-0" <br />(6) CONT #5 - (2) TOP, (2) <br />MID AND (2) BOTTOM <br />LT.O. STEEL <br />TEL. = SEE F <br />#3 STIRRUPS AT 12" O.C. <br />PROVIDE SOLID 4000 PSI <br />CONCRETE AT W 18 BEAM <br />CONNECTION TO WALL <br />W 16 TO WA <br />3/4" = 1'-0" <br />5/8" DIA. STUD w/ <br />2" 8" i2' 6" EMBEDMENT <br />1/4 <br />1 1 <br />TYP. SINGLE PLATE <br />1/2" THICK EMBED PLATE <br />1/4" x 4" x 6" BENT PLATE ALONG END OF BEAM <br />r/ HILTI KWIK BOLT 3 - 3/4" DIA. ANCHORS AT 32" O.C. <br />MIN. EMBEDMENT) <br />:ONT L6x4x5/16 (LLV) <br />V16 BEAM - SEE PLAN <br />1ETAL DECK - SEE PLAN <br />GLE PLATE <br />VNECTION PER 1 / S501 <br />2 CONCRETE BEAM - SEE 1 / S502 <br />'EINFORCED CMU <br />MASONRY WALL <br />LL CONNECTION <br />SINGLE PLATE <br />McEIMME, <br />J <br />J <br />STRUCTURAL DESIGN GROUP <br />1835 EDGEWATER DRIVE ORLANDO, FL. 32804 <br />PHONE: 407.245.8775 FAX: 407.245.8744 <br />WEBSITE: me *oyeng.com <br />Firm Registration: #33835 <br />ME PROJECT NO: 1621-04 <br />"TO TH_E 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 533.79AND CHAPTER 633" THE DRAWINGS <br />ARE BELIEVED TO BE CORRECT TO THE BEST OF MY KNOWLEDGE. THE <br />ACCURACY OF THE AS -BUILT CONDITIOUS CANNOT BE GUARANTEED. <br />SEAL <br />Craig E. McElroy P.E. - FL No. 44741 <br />`%W1111111.® <br />° �s <br />No. 44741 <br />.• •• STATE OF ;•`� <br />� `SOON • �> <br />/ft 11 <br />G• <br />t2'zz�21 <br />AdventHealth <br />ZEPHYRHILLS <br />ZEPHYRHILLS GENERATOR ADDITION <br />Hunton <br />. <br />A R C H I T E C T <br />DATE SUBMISSION NO <br />12.17.21 CONSTRUCTION DOCUMENTS <br />FRAMING SECTIONS AND DETAILS <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN VMM <br />1 ■ 2 ■ 3 ■ ■ 8 ■ ■ 8 ■ ■ ii ■ " i ■ ■ 13 ■ ■ 1 <br />■ 16 ■ ■ 18 ■ ■ CI <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 />