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<br />DOUBLE L4x4x3/8"x12" LG. AT TOP OF
<br />— — — — POST WITH (2) 3/4" HILTI HIT-HY 200
<br />i EPDXY WITH 5 5/8" EMBEDMENT INTO
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<br />I
<br />BEAM ( -BEA W-BEAM
<br />- E N - E
<br />•
<br />6X4 5/16 I I I( 1_6 4 5 16 1 1 1_6X X5/1
<br />co c0 (D c° c0
<br />/ X X \ / X X \ / X L4x4x3/8"x12" LG. WITH (2) 3/4" HILTI
<br />C° (° \ / HIT-HY 270 EPDXY WITH 5 5/8"
<br />CD \ / m EMBEDMENT INTO CMU WALL
<br />\ / U) I \ / \ / (TYPICAL AT HSS POST AT JAMB
<br />HS 4 5l16 z _ HS*X4 5/16 m AT 32" O.C.)
<br />OPEN 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 />34'-8"
<br />10" CONCRETE RETAINING WALL
<br />GENERATOR LEVE
<br />118' - 11"
<br />10" CONCRETE RETAINING WALL
<br />�n
<br />WALL ELEVATION
<br />1/4" = 1'-0"
<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 PO"T AT AMB � J )
<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 />,TOP OF CONCRETE
<br />ELEV. = 127'-4"
<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 />10" CONCRETE RETAINING WALL
<br />HcOro Eng
<br />STRUCTURAL DESIGN GROUP
<br />1835 EDGEWATER DRIVE ORLANDO, FL. 32804
<br />PHONE: 407.245.8775 FAX: 407.245.8744
<br />WEBSITE: mceiroyeng.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 />t f
<br />-- * • No. 44741
<br />—
<br />%� '•. STATE OF
<br />�0R4U�'•
<br />�Ile N
<br />.�
<br />/Ilrf� t
<br />A
<br />tl
<br />AdventHealth
<br />ZEPHYRHILLS GENERATOR ADDITION
<br />u nton Bra
<br />ARCHITE -CT
<br />DATE SUBMISSION NO
<br />12.17.21 CONSTRUCTION DOCUMENTS
<br />03.22.22 CCD No.1 1='
<br />WALL ELEVATIONS
<br />PROJ. NO. H-20232.00 SHEET
<br />DRAWN Author
<br />S303
<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
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