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1 ■ <br />2 <br />■ <br />3 <br />■ <br />4 <br />■ <br />5 <br />■ <br />6 <br />■ <br />7 <br />■ <br />8 <br />■ <br />9 <br />■ <br />10 <br />■ <br />1 <br />■ <br />1 <br />■ <br />13 <br />■ <br />14 <br />IN <br />15 <br />■ <br />16 <br />■ <br />17 <br />■ <br />18 <br />■ <br />Fg <br />■ <br />20 <br />R <br />■ <br />P <br />■ <br />m <br />i <br />3/4" HANGER ROD (TYPICAL) <br />--------------- <br />3 <br />HSS STEEL FRAME AROUND <br />5301 10 LOUVERS (TYPICAL) <br />S610 BC-01 <br />BC-01 BC-01 <br />8x32 C62 (137'7-7-7= I I I I 1 7 al 1 11 1 1 1 1 1 1 17-7= I I -�QQ) <br />-4} <br />>_ T.O. CMU = 13T-0" <br />(3) PIPE HANGERS <br />EACH MUFFLER <br />6 <br />S610 <br />L2x2x1/4 BEAM UPLIFT <br />N BRIDGING TYPICAL ALL " r) <br />U ROOF BEAMS - <br />04 <br />x 5` <br />- S610 <br />2 co <br />00 <br />M <br />S301 N <br />zo <br />3" - 20 GAGE WIDE RIB <br />- TYPE N METAL DECK <br />(8) #10 SCREWS <br />PER SPAN <br />- - - - - - - - - - - - 8x24 CB1 (127'-4) <br />LOW BC-02 PP <br />1 <br />S610 BC-02 BC-02 T.O. CMU = 129'-0" <br />6 1 <br />d <br />S610 S302 SLOPE _ <br />SEE ARCH <br />m m <br />U co U <br />(0 - <br />It <br />04 <br />4 N X x <br />Op —N — — — 00 M <br />5 — — — — — — — _ — — — — — — — — — — — — — — — — <br />S610 __ <br />L2x2x1/4 BEAM UPLIFT N <br />BRIDGING TYPICAL ALL <br />T.O. CMU = 129'-0" HSS COLUMN BELOW, ROOF BEAMS <br />TYP. - SEE PLAN <br />BC-01 T.O. STEEL <br />FOUNDATION <br />/ BC-01 <br />EL. = 126' - 10" -IS- - 9 <br />2 o S610 T.O. STEEL <br />--- <br />S610 W1 2 �t W1 2 EL. = 126`- 10"1 <br />1— ----- <br />S610 <br />i i S610 i <br />N <br />1 ROOF FRAMING PLAN <br />S121 3/16" = 1'-0" <br />ROOF FRAMING PLAN NOTES: <br />1. SEE GENERAL NOTES ON SHEETS S001 & S002. <br />2. TOP OF STEEL ELEVATIONS VARY. SEE <br />STRUCTURAL AND ARCHITECTURAL PLANS AND <br />SECTIONS FOR REQUIRED ELEVATIONS. FIELD <br />VERIFY PRIOR TO CONSTRUCTION. <br />3. METAL ROOF DECK SHALL BE 3" - 20 GAGE <br />WIDE RIB - TYPE N METAL DECK: Fy = 50 KSI (U.N.O.) <br />DECK SECTION PROPERTIES: <br />1 - 0.848 in4/ ft <br />Sp = 0.501 in3/ ft <br />Sn = 0.552 in3/ ft <br />fy = 50 KSI <br />4. FASTEN METAL DECK TO ALL SUPPORTS - SEE <br />ROOF DECK FASTENING SCHEDULE ON THIS SHEET. <br />5. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, <br />ELEVATIONS AND DETAILS NOT SHOWN. RESOLVE <br />ALL DISCREPANCIES PRIOR TO FABRICATION. <br />6. STEEL DETAILER MUST DETERMINE TOP OF STEEL <br />ELEVATIONS TO PROVIDE A UNIFORM SLOPE. <br />7. SEE DRAWING S501 FOR PRECAST CONCRETE <br />LINTEL SCHEDULE. COORDINATE WALL OPENING <br />REQUIREMENTS WITH THE ARCHITECTURAL <br />DRAWINGS PRIOR TO PROCEEDING WITH <br />CONSTRUCTION. <br />8. SEE DRAWING S603 FOR TYPICAL MASONRY <br />DETAILS. <br />LEGEND <br />INDICATES TOP OF STEEL ELEVATION. <br />C _ $�" INDICATES REQUIRED POSITIVE CAMBER IN W-BEAM. <br />INDICATES BEAM CONNECTION EMBED PLATE AT CONCRETE <br />BC## BEAM, WALL OR COLUMN, OR CONCRETE BLOCKOUT AT <br />MASONRY WALLS. SEE EMBED PLATE SCHEDULE. <br />C# INDICATES STEEL COLUMN TYPE. SEE STEEL COLUMN <br />SCHEDULE FOR COLUMN AND BASEPLATE DETAILS. <br />] INDICATES CONCRETE COLUMN, BEAM, OR WALL BELOW. <br />INDICATES CONCRETE WALLS. SEE PLAN FOR TYPE AND <br />WALL SCHEDULE FOR SIZE AND REINFORCEMENT. <br />INDICATES 8" MASONRY WALL. SEE MASONRY WALL <br />SCHEDULE FOR REINFORCEMENT. REINFORCED w/ <br />#6 VERT AT'24" O.C. (MAX) <br />LL i -;� INDICATES PRE -CAST CONCRETE LINTEL AT OPENING <br />BELOW. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. <br />SUSPEND MUFFLER FROM ROOF <br />WITH (6) 3/4" THREADED RODS - <br />COORDINATE DETAILS WITH <br />MANUFACTURER (TOTAL WEIGHT <br />1500 LBS.) <br />41 6 <br />S610 M <br />N <br />m <br />U <br />1 N <br />co <br />S301 00 <br />5 <br />_ S610 <br />T.O. CMU = 137'-0" <br />Lj <br />MC6X12 <br />La <br />LA <br />MC6X12 <br />La Lj <br />MC6X12 <br />La <br />MC6X12 <br />I <br />I <br />1 I <br />s3o3 I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />MC6X12__+_-� <br />M <br />MC6X12 I <br />I MC6X12 <br />i <br />I MC6X12 <br />I <br />I <br />— <br />j <br />_ <br />— <br />— <br />— <br />MC6X12 <br />MC6X12 <br />MC6X12 <br />M66X12 <br />13 <br />X <br />a <br />x <br />co <br />P <br />w <br />3 <br />S303 <br />2 <br />S303 <br />HI <br />10 <br />BC-01 <br />S610 <br />BC-01 <br />711/ <br />BC-01 <br />8x32 CB2 (137'-4) <br />ROOF DECK FASTENING SCHEDULE <br />FASTENING <br />SIDELAP <br />FASTENS <br />ZONE <br />INTERIOR FASTENER <br />PATTERN <br />FASTENER <br />PER SPAN <br />DIA. PUDDLE <br />O5/8" <br />D1 <br />WELDS <br />36/5 <br />#10 TEK SCREW <br />8 <br />D2 <br />5/8" DIA, PUDDLE <br />8 <br />WELDS <br />36/7 <br />#10 TEK SCREW <br />O5/8" <br />D3 <br />DIA. PUDDLE <br />8 <br />WELDS <br />36/7 <br />#10 TEK SCREW <br />NOTES: <br />1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT. <br />L4x4 ANGLE WITH 5/8" DIA_ PUDDLE WELDS AT 6" O.C. <br />FASTENING <br />36/4 <br />PATTERNS: <br />36/5 <br />36/7 <br />McEtroyEngineering-, <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 />,��►1r1111//j/ <br />•"`� P� •�G ENS •.' �:► <br />�Ir ; No. 44741 <br />STATE OF ,'<vWZ <br />s:�OR10 Q��,�'` <br />r /0N <br />AdventHealth <br />ZEPHYRHILLS <br />ZEPHYRHILLS GENERATOR ADDITION <br />lHunton <br />WL <br />A R C H I T E C T <br />DATE SUBMISSION NO <br />12.17.21 CONSTRUCTION DOCUMENTS _ <br />03.22.22 CCD No. 1 1 <br />ROOF FRAMING PLAN <br />PROJ. NO. H-20232.00 SHEET <br />DRAWN VMM <br />is ■ 2 13 ■ 4,4 ■ 1■ 1 ■ 17 ■ 18 ■ 1, <br />j■ 7 i <br />:i <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 />