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1
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<br />1u
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<br />15
<br />■ +r
<br />■
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<br />19
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<br />20
<br />■
<br />K
<br />■
<br />1.5
<br />i
<br />i
<br />3/4" HANGER ROD (TYPICAL)
<br />i
<br />1
<br />S303
<br />SUSPEND MUFFLER FROM ROOF
<br />WITH (6) 3/4" THREADED RODS -
<br />COORDINATE DETAILS WITH
<br />MANUFACTURER (TOTAL WEIGHT
<br />1500 LBS.)
<br />6 �r
<br />S610 2
<br />r.
<br />x
<br />5
<br />S610
<br />F 1.5G 1.5H
<br />45'-4"
<br />01
<br />22' - 7 3/4" 22' - 8 1 /4"
<br />2
<br />S303
<br />10 HSS STEEL FRAME AROUND
<br />LOUVERS (TYPICAL)
<br />S610 BC-01
<br />BC-01 BC-01
<br />3x32 CB2 (137'-4)
<br />MC6X12 MC6X12 MC6X12 MC6X12
<br />T.O. CMU = 137'-0"
<br />MC6X12MC6X12 MC6X12 i MC6X12
<br />(3) PIPE HANGERS
<br />EACH MUFFLER
<br />i MC6X12 — — MC6562 — — MC6X12 MC6X12
<br />—
<br />6
<br />S610
<br />aCD cfl
<br />~ m CD M L2x2x1/4 BEAM UPLIFT
<br />N ? N BRIDGING TYPICAL ALL
<br />m ROOF BEAMS
<br />U
<br />N
<br />cY 5
<br />x
<br />— — — — — — — — I — — -- — — — — — — — I — — — — — — — — — — — — — — — — — —
<br />S610
<br />HI
<br />10
<br />T.O. CMU = 137'-0" BC-01 S610 BC-01
<br />BC-01
<br />bo
<br />Cn
<br />OD
<br />M
<br />N
<br />b
<br />LO
<br />-QQ
<br />8x32 C132 (137'-4) 3" - 20 GAGE WIDE RIB
<br />-TYPE N METAL DECK
<br />- - (8) #10 SCREWS - - - - -
<br />8x24 CB1 (127'-4) gC-02 PER SPAN
<br />LOW
<br />1
<br />S610 BC-02 BG-02
<br />I � T.O. CMU = 129'-0"
<br />6 1or
<br />� v
<br />S610 ti S302 SLOPE _
<br />SEE ARCH
<br />m m
<br />U U
<br />— — — — — — — --cfl
<br />X N X X M
<br />N
<br />-- — — — — — — — — — — x -- — — — — — — — — —
<br />> -
<br />- — — — — — — — — cc
<br />i
<br />10 L2x2x1/4 BEAM UPLIFT
<br />�I BRIDGING TYPICAL ALL
<br />T.Q. CMU = 129'-0" HSS COLUMN BELOWROOF BEAMS
<br />TYP. - SEE PLAN
<br />BC-01 FOUNDATION BC-01
<br />T.O. STEEL
<br />EL. =126'-10" , 9
<br />2 o S6104 T.O. STEEL
<br />S610 W 1 2 W 1 2 E L. = 126' - 10" - --- - --- - - �---_ _ ��-=- - -- - - - --{M M)
<br />S610
<br />N
<br />ROOF FRAMING PLAN
<br />S121 3/16" = V-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 />8INDICATES 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 />INDICATES PRE -CAST CONCRETE LINTEL AT OPENING
<br />Q -- D BELOW. SEE SCHEDULE FOR SIZE AND REINFORCEMENT.
<br />10: - 0.
<br />FP
<br />D3 D2
<br />i
<br />101 - 0•
<br />TYP
<br />D2 D1 D2
<br />D3 D2 0 D3
<br />D3 D2 0 �3
<br />D2 D1 D2
<br />D3 D2 0 D3
<br />10' - 0"
<br />TYP
<br />ROOF DECK FASTENING SCHEDULE
<br />FASTENING SIDELAP FASTENER
<br />INTERIOR FASTENER
<br />ZONE PATTERN FASTENER PER SPAN
<br />O5/8" DIA. PUDDLE
<br />D1 WELDS 36/5 #10 TEK SCREW 8
<br />D2 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8
<br />WELDS
<br />03 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8
<br />WELDS
<br />NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT.
<br />L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C.
<br />FASTENING 36/4
<br />PATTERNS:
<br />36/5
<br />36/7
<br />McOroyEngineennciuj
<br />"l-i
<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 />,14t1ill#I110,
<br />�� P •�G � N � • �'o
<br />ftz
<br />C).'' �. fi •, ,�
<br />I
<br />No. 44741
<br />��Q• STATE OF ;
<br />A
<br />1212�2�
<br />AdventHealth
<br />ZEPHYRHILLS
<br />ZEPHYRHILLS GENERATOR ADDITION
<br />Hunton
<br />PAR
<br />•CH I TT C T
<br />DATE SUBMISSION NO
<br />12.17.21 CONSTRUCTION DOCUMENTS
<br />ROOF FRAMING PLAN
<br />PROJ. NO. H-20232.00 SHEET
<br />DRAWN VMM
<br />S1211
<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744
<br />HI
<br />10
<br />T.O. CMU = 137'-0" BC-01 S610 BC-01
<br />BC-01
<br />bo
<br />Cn
<br />OD
<br />M
<br />N
<br />b
<br />LO
<br />-QQ
<br />8x32 C132 (137'-4) 3" - 20 GAGE WIDE RIB
<br />-TYPE N METAL DECK
<br />- - (8) #10 SCREWS - - - - -
<br />8x24 CB1 (127'-4) gC-02 PER SPAN
<br />LOW
<br />1
<br />S610 BC-02 BG-02
<br />I � T.O. CMU = 129'-0"
<br />6 1or
<br />� v
<br />S610 ti S302 SLOPE _
<br />SEE ARCH
<br />m m
<br />U U
<br />— — — — — — — --cfl
<br />X N X X M
<br />N
<br />-- — — — — — — — — — — x -- — — — — — — — — —
<br />> -
<br />- — — — — — — — — cc
<br />i
<br />10 L2x2x1/4 BEAM UPLIFT
<br />�I BRIDGING TYPICAL ALL
<br />T.Q. CMU = 129'-0" HSS COLUMN BELOWROOF BEAMS
<br />TYP. - SEE PLAN
<br />BC-01 FOUNDATION BC-01
<br />T.O. STEEL
<br />EL. =126'-10" , 9
<br />2 o S6104 T.O. STEEL
<br />S610 W 1 2 W 1 2 E L. = 126' - 10" - --- - --- - - �---_ _ ��-=- - -- - - - --{M M)
<br />S610
<br />N
<br />ROOF FRAMING PLAN
<br />S121 3/16" = V-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 />8INDICATES 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 />INDICATES PRE -CAST CONCRETE LINTEL AT OPENING
<br />Q -- D BELOW. SEE SCHEDULE FOR SIZE AND REINFORCEMENT.
<br />10: - 0.
<br />FP
<br />D3 D2
<br />i
<br />101 - 0•
<br />TYP
<br />D2 D1 D2
<br />D3 D2 0 D3
<br />D3 D2 0 �3
<br />D2 D1 D2
<br />D3 D2 0 D3
<br />10' - 0"
<br />TYP
<br />ROOF DECK FASTENING SCHEDULE
<br />FASTENING SIDELAP FASTENER
<br />INTERIOR FASTENER
<br />ZONE PATTERN FASTENER PER SPAN
<br />O5/8" DIA. PUDDLE
<br />D1 WELDS 36/5 #10 TEK SCREW 8
<br />D2 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8
<br />WELDS
<br />03 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8
<br />WELDS
<br />NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT.
<br />L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C.
<br />FASTENING 36/4
<br />PATTERNS:
<br />36/5
<br />36/7
<br />McOroyEngineennciuj
<br />"l-i
<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 />,14t1ill#I110,
<br />�� P •�G � N � • �'o
<br />ftz
<br />C).'' �. fi •, ,�
<br />I
<br />No. 44741
<br />��Q• STATE OF ;
<br />A
<br />1212�2�
<br />AdventHealth
<br />ZEPHYRHILLS
<br />ZEPHYRHILLS GENERATOR ADDITION
<br />Hunton
<br />PAR
<br />•CH I TT C T
<br />DATE SUBMISSION NO
<br />12.17.21 CONSTRUCTION DOCUMENTS
<br />ROOF FRAMING PLAN
<br />PROJ. NO. H-20232.00 SHEET
<br />DRAWN VMM
<br />S1211
<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744
<br />10: - 0.
<br />FP
<br />D3 D2
<br />i
<br />101 - 0•
<br />TYP
<br />D2 D1 D2
<br />D3 D2 0 D3
<br />D3 D2 0 �3
<br />D2 D1 D2
<br />D3 D2 0 D3
<br />10' - 0"
<br />TYP
<br />ROOF DECK FASTENING SCHEDULE
<br />FASTENING SIDELAP FASTENER
<br />INTERIOR FASTENER
<br />ZONE PATTERN FASTENER PER SPAN
<br />O5/8" DIA. PUDDLE
<br />D1 WELDS 36/5 #10 TEK SCREW 8
<br />D2 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8
<br />WELDS
<br />03 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8
<br />WELDS
<br />NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT.
<br />L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C.
<br />FASTENING 36/4
<br />PATTERNS:
<br />36/5
<br />36/7
<br />McOroyEngineennciuj
<br />"l-i
<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 />,14t1ill#I110,
<br />�� P •�G � N � • �'o
<br />ftz
<br />C).'' �. fi •, ,�
<br />I
<br />No. 44741
<br />��Q• STATE OF ;
<br />A
<br />1212�2�
<br />AdventHealth
<br />ZEPHYRHILLS
<br />ZEPHYRHILLS GENERATOR ADDITION
<br />Hunton
<br />PAR
<br />•CH I TT C T
<br />DATE SUBMISSION NO
<br />12.17.21 CONSTRUCTION DOCUMENTS
<br />ROOF FRAMING PLAN
<br />PROJ. NO. H-20232.00 SHEET
<br />DRAWN VMM
<br />S1211
<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744
<br />10' - 0"
<br />TYP
<br />ROOF DECK FASTENING SCHEDULE
<br />FASTENING SIDELAP FASTENER
<br />INTERIOR FASTENER
<br />ZONE PATTERN FASTENER PER SPAN
<br />O5/8" DIA. PUDDLE
<br />D1 WELDS 36/5 #10 TEK SCREW 8
<br />D2 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8
<br />WELDS
<br />03 5/8" DIA. PUDDLE 36/7 #10 TEK SCREW 8
<br />WELDS
<br />NOTES: 1. FASTEN ALL DECK EDGES ALONG PERIMETER TO CONT.
<br />L4x4 ANGLE WITH 5/8" DIA. PUDDLE WELDS AT 6" O.C.
<br />FASTENING 36/4
<br />PATTERNS:
<br />36/5
<br />36/7
<br />McOroyEngineennciuj
<br />"l-i
<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 />,14t1ill#I110,
<br />�� P •�G � N � • �'o
<br />ftz
<br />C).'' �. fi •, ,�
<br />I
<br />No. 44741
<br />��Q• STATE OF ;
<br />A
<br />1212�2�
<br />AdventHealth
<br />ZEPHYRHILLS
<br />ZEPHYRHILLS GENERATOR ADDITION
<br />Hunton
<br />PAR
<br />•CH I TT C T
<br />DATE SUBMISSION NO
<br />12.17.21 CONSTRUCTION DOCUMENTS
<br />ROOF FRAMING PLAN
<br />PROJ. NO. H-20232.00 SHEET
<br />DRAWN VMM
<br />S1211
<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744
<br />McOroyEngineennciuj
<br />"l-i
<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 />,14t1ill#I110,
<br />�� P •�G � N � • �'o
<br />ftz
<br />C).'' �. fi •, ,�
<br />I
<br />No. 44741
<br />��Q• STATE OF ;
<br />A
<br />1212�2�
<br />AdventHealth
<br />ZEPHYRHILLS
<br />ZEPHYRHILLS GENERATOR ADDITION
<br />Hunton
<br />PAR
<br />•CH I TT C T
<br />DATE SUBMISSION NO
<br />12.17.21 CONSTRUCTION DOCUMENTS
<br />ROOF FRAMING PLAN
<br />PROJ. NO. H-20232.00 SHEET
<br />DRAWN VMM
<br />S1211
<br />Copyright HuntonBrady Architects P.A. All Rights Reserved. 800 N. Magnolia Ave., Suite 600, Orlando, Florida 32803 (407) 839-0886 (407)839-1709/Faxwww.huntonbrady.com License AAC001744
<br />
|