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3
<br />STRUCTURAL NOTES
<br />GENERAL NOTES
<br />I. THESE NOTES SHALL APPLY EXCEPT WHERE OTHERWISE INDICATED BY DRAWIN65
<br />OR 5PEGIFIGATIONS.
<br />2. ANY DEVIATION IN GON5TRUGTION, FROM WHAT 15 5HOWN ON THE5E DRAWINGS, BY
<br />THE G.G. OR H15 5UBGONTRAGTOR5, WITHOUT APPROVAL OF THE ARCHITECT OF
<br />RECORD, SHALL BE AT THE RI5K OF THE 6.G., AND MAY REQUIRE REMOVAL AND
<br />RECONSTRUCTION, BY THE PARTIES INVOLVED, TO COMPLY WITH THE TYPE OF
<br />GON5TRUCTION 5HOWN ON THE CONTRACT DOCUMENTS. THE C05T OF THI5 WORK
<br />15 TO BE THE RESPONSIBILITY OF THE 6.G.
<br />3. REFERENCE TO DESIGN STANDARDS AND BUILDING GODE5 SHALL MEAN THE
<br />LATEST EDITION OF THE REFERENCE UNLESS 5PEGIFI6ALLY STATED OTHERWISE.
<br />4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS
<br />AND NOTIFY ARGHITEGT OF ANY DISGREPENGIE5 PRIOR TO PROGEEDING WITH
<br />WORK.
<br />5. ALL MATERIALS AND WORKMANSHIP ARE SUBJECT TO THE REVIEW OF THE
<br />ARCHITECT OF RECORD.
<br />6. COORDINATE WITH OTHER 0I5GIPLINE DRAWINGS FOR ANY DRIPS, CHAMFERS,
<br />RE61LET5, RU5TIGATION5, SLOTS, SLEEVES, ANCHORS AND INSERTS.
<br />7. THE CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE MEANS, METHODS,
<br />TEGHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION.
<br />8. THE GENERAL CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL
<br />REQUIRED 05HA REGULATIONS.
<br />q. THE STRUCTURE DE5GRIBED BY THESE DRAWINGS 15 5ELF SUPPORTING ONLY IN
<br />ITS COMPLETED FORM. THE CONTRACTOR SHALL BE RESPON51BLE FOR THE
<br />DE516N AND INSTALLATION OF ANY TEMPORARY BRAGIN6 OR 5HORING OF WORK.
<br />10. THE GENERAL GONTRAGTOR SHALL GOORDINATE WITH THE BUILDING OFFICIAL
<br />RE6ARDIN6 SUBMITTAL OF INSPECTION REPORTS TO THE BUILDING DEPARTMENT.
<br />DESIGN CRITERIA
<br />I. 5TRUGTURAL DRAWINGS HAVE BEEN PREPARED IN AGGORDANGE WITH THE
<br />2015 FLORIDA STATE BUILDING CODE WITH ALL CURRENT FL AMENDMENTS.
<br />2. DEAD LOADS:
<br />PARAPET LOAD = 15 p5f
<br />3. WIND LOADS:
<br />ULTIMATE WIND SPEED (3 5ec. 6U5T) = 140 mph - VULT
<br />NOMINAL WIND SPEED (3 sec. GUST) = 108 mph - Vag
<br />WIND IMPORTANCE FACTOR (Iw) = 1.0
<br />RISK GATEC70RY: II WIND EXPOSURE = B
<br />INTERNAL PRESSURE GOEFFIGIENT = (+/-) O.IS
<br />WALL/PARAPET GOMPONENT5 DE516N PRESSURES:
<br />REFER TO TABLE BELOW
<br />Wind Loads - Components & Claddin h <= 60Nomimt if! nd Pressures
<br />Kh (Dose 1) = 0.86 h = 14:51
<br />Base pressure (qh) = 21.7 pot a = 4.8 A
<br />Minimum parapet bt - 4.3 t GGP = +1-0.18
<br />Root Ar#e (e) = 1.2 dog
<br />Type of roof = Monosknx
<br />ROL
<br />AM
<br />Negative Zone 1
<br />Negative Zone
<br />Nap" Zone
<br />Positive Zon0o 1
<br />Positive zones 2 &
<br />Ouehang zme 1
<br />ovethmp Zane
<br />GCp+/-GCpi
<br />Surface Presswe (PSI
<br />Userioput
<br />10 sf
<br />50 sf "
<br />10D sf
<br />10 sf
<br />1 50 sf
<br />100 sf
<br />200 sf
<br />500 sf
<br />1.18
<br />-1.11 "
<br />-1.0®
<br />,25.t#
<br />@4:93
<br />-23:5
<br />23.5
<br />418
<br />4.49
<br />4.28
<br />-43.
<br />-32.4
<br />a7.
<br />27.8
<br />27.
<br />4.98
<br />4.49
<br />-1.28
<br />-410
<br />-32.4
<br />27.
<br />-27.8
<br />-27.8
<br />0.48
<br />0.41
<br />0.38
<br />10.4
<br />10:0
<br />10.
<br />10.0
<br />10
<br />1.08
<br />0.97
<br />0.92
<br />23.6
<br />21.401
<br />20.
<br />19.0
<br />17.6
<br />-1.70
<br />413
<br />4.80
<br />-36.9
<br />-36.
<br />_U.
<br />-30.1
<br />183.
<br />-1,70
<br />1 4A3
<br />1 -1.00
<br />-38.9
<br />-35.4
<br />34.
<br />30.1
<br />-4.9
<br />egative zone 3 - zone 2, since Para*! - 3R
<br />t7 rrhang,pressures in the table above assume an internal pressure rodent (Gcpj) of 0.0
<br />Qwirttarlp solit pressure equals a4acent wall Pressure minus internal Pessufe 01 3.9 / 3.0 Psf
<br />Parapet
<br />qp = 23.5 psf
<br />S
<br />CASE A = pressure tovvau+ds buiklin a (pot) C
<br />CASE B = sure away imn bids} (noW
<br />CA
<br />Sc
<br />pressure
<br />1Nalls
<br />AM
<br />Negative Zfxe
<br />Negafhe zone
<br />PosWa Zone 4 &
<br />ur
<br />suriecePresse
<br />u
<br />tt.•rlPtt
<br />S3Cp +1- GCpi
<br />sure
<br />Pressure 4350
<br />titer Input
<br />10 sf
<br />100 sf
<br />I 500 sf
<br />10 sf
<br />100 sf
<br />SW sf
<br />25 sf
<br />50 sf
<br />4.17
<br />4.01
<br />-0.80
<br />25.
<br />22.
<br />-19(
<br />-24.0
<br />-23,
<br />4.44
<br />-1.12
<br />-0.90
<br />1
<br />31.
<br />-24.4
<br />-19.
<br />-28.5
<br />_a
<br />1.08
<br />0.92
<br />0.81
<br />23.5
<br />20.0
<br />17.6
<br />22.1
<br />2110
<br />Note: GCp reduced by 10% dire to roof toe - 10 dog,
<br />GOMPONENT AND GLADDIN6 WALL
<br />WIND PRE55RE5 (5f)
<br />I I I I
<br />Oj O4 j5
<br />I I
<br />WALL ELEVATION
<br />PLYWOOD SHEATHING ON L.G. METAL STUDS:
<br />I. ALL PLYWOOD SHEATHING 5HOWN ON THESE DRAWINGS, SHALL BE 1/2"
<br />MINIMUM, 15/52" THICK, APA 4 EXPOSURE RATED PLYWOOD 5HEATHIN6
<br />AND BEAR THE TRADEMARK STAMP OF THE AMERIGAN PLYWOOD
<br />ASSOCIATION (APA).
<br />A. INSTALL WITH LONG E06E PERPENDICULAR TO FRAMING DIRECTION.
<br />B. PLACE EN05 OF SHEATHING ON FRAMING MEMBERS, INSTALL OVER
<br />TWO OR MORE 5PAN5 WITH END JOINTS 5TA66ERED.
<br />G. PROVIDE 1/5" GAP, BETWEEN SHEETS, AT ALL SHEATHING PANEL EDGES.
<br />D. 5EGURE SHEATHING, WITH 5GREW FASTENERS, TO EACH SUPPORT
<br />MEMBER AT 5PAGIN6 INDICATED BELOW.
<br />E. USE 51MP50N P5GA PANEL 5HEATHIN6 GLIP5 AT ALL UNSUPPORTED
<br />5HEATHING EDGES, WITH 16" MAXIMUM 5PAGIN6.
<br />WOOD 5HEATHIN6 FASTENING 56HEDULE:
<br />PANEL EDGES AND AT BLOGKIN6: BUILDEX #10-24 x I" LONG, WAFER HEAD,
<br />TEK5 #3 WOOD TO METAL 5GREW FASTENERS AT 6" O.G.
<br />INTERMEDIATE 5UPPORTS: 13UILDEX #10-24 x I" LONG, WAFER HEAD, TEK5 #3
<br />WOOD TO METAL 5GREW FA5TENER5 AT 12" O.G.
<br />STRUCTURAL STEEL NOTES
<br />I. STRUCTURAL STEEL MATERIALS:
<br />GHANNELS, ANGLES $ PLATES: ASTM A36, Fy = 36 ksi
<br />STRUCTURAL TUBING: ASTM A500, GRADE B, Fy = 46 ksi
<br />WELDING ELECTRODES: E70-XX, UNLESS NOTED OTHERWISE.
<br />2. STRUCTURAL STEEL DETAILING, FABRIGATION, AND ERECTION SHALL BE IN
<br />ACCORDANCE WITH THE LATEST EDITION OF THE "MANUAL OF STEEL
<br />CONSTRUCTION" OF THE AISG.
<br />4. SHOP OR FIELD 5PLIGE5 BETWEEN SUPPORTS THAT ARE NOT REQUIRED BY
<br />DE516N WILL NOT BE ALLOWED. ANY MEMBERS GONTAININS 5JGH SPLICES
<br />SHALL BE REMOVED AND REPLACED WITH UN5PLIGED MEMBERS AT THE
<br />FABRICATOR'S EXPENSE.
<br />6. MINIMUM 51ZE OF WELD 15 3/16" UNLE55 NOTED OTHERWISE. ALL WELDING
<br />SHALL CONFORM TO THE CURRENT PROVISIONS OF AWS DI.I-04, 5TRUGTURAL
<br />WELDING CODE BY THE AMERIGAN WELDING SOCIETY. ALL WORK SHALL BE
<br />PERFORMED BY CERTIFIED WELDERS EXPERIENCED IN THE TYPE OF
<br />GON5TRUGTION INVOLVED. PROOF OF WELDER GERTIFIGATION SHALL BE
<br />AVAILABLE AT THE JOB SITE.
<br />C1. ALL STEEL SHALL HAVE A PRIME GOAT OF PAINT EXCEPT AREAS TO BE
<br />FIELD WELDED.
<br />II. PRIME AND PAINT ALL WORK RELATED ABRASIONS AND FIELD WELDS AFTER
<br />INSPECTION WPRIMER 6ON51STENT w/SHOP PRIMER AND PAINT USED BY SHOP
<br />FABRICATOR.
<br />12. STEEL FABRICATOR TO BE AN AI5G CERTIFIED FABRICATOR.
<br />13. ALL PLAN DIMENSIONS ARE TO GENTERLINE OF STEEL MEMBERS EXCEPT FOR
<br />STEEL CHANNELS. CHANNEL DIMEN5ION5 ARE TO THE BACK FACE OF THE WEB.
<br />METAL L.G. STUD FRAMING NOTES
<br />I. METAL STUD MANUFAGTURER SHALL BE A MEMBER OF THE STEEL STUD
<br />MANUFACTURERS ASSOCIATION, (55MA).
<br />2. METAL STUD 5TRENGTH GRITERIA:
<br />A. GAGES 20 THROUGH 18 - 33 k5i MIN. YIELD STRESS
<br />B. GAGES 16 THROUGH 12 - 50 k5i MIN. YIELD STRESS
<br />G. TRACK RUNNER - 33 k51 MIN. YIELD STRESS
<br />3. METAL STUD MEMBER DESIGNATION: (500 5 162-55
<br />WEB DEPTH: 600 = 6"---7 7
<br />MEMBER TYPE: 5 = STUD
<br />FLANGE WIDTH: 162 = 1.625" (1 5/8")
<br />MINIMUM THIGKNE55 IN MILS
<br />MILS
<br />6A6E
<br />33
<br />20
<br />43
<br />18
<br />54
<br />16
<br />68
<br />14
<br />q7
<br />12
<br />4. METAL STUDS AND AGGE55ORIE5 SHALL HAVE A 660 GALVANIZED COATING,
<br />UNLESS NOTED OTHERWISE.
<br />5. FASTENERS:
<br />A. 5GREW GONNEGTION5
<br />FA5TENIN6 STUD TO STUD:
<br />USE #10-16 TEK5/3 x 5/8" LONG BY ITW BUILDEX OR APPROVED EQUAL,
<br />UNLE55 OTHERWISE NOTED. MINIMUM E06E D15TANC-E = 3/4", MINIMUM
<br />5PAGIN6 BETWEEN FASTENERS = 3/4".
<br />B. POWDER ACTUATED FASTENERS (P.A.F.):
<br />FASTENING TO STEEL:
<br />USE 0.157" dia. DOME HEAD KNURLED SHANK FASTENER BY HILTI OR
<br />APPROVED EQUAL, UNLESS NOTED OTHERWISE. MINIMUM EMBEDMENT = FULL
<br />PENETRATION, MINIMUM E06E P15TANGE = 1/2", MINIMUM 5PAGIN6 BETWEEN
<br />FASTENERS = 1".
<br />6. FASTENING:
<br />A. MINIMUM FA5TENIN6 REQUIREMENT5, UNLE55 NOTED OTHERWISE
<br />TRACK TO STRUCTURAL STEEL:
<br />12" O.G. TYP. w/ADD'L FASTENER 3" FROM END OF TRACK AND
<br />(2) FASTENERS AT ENDS.
<br />STUD TO TRACK:
<br />(1) 5GREW MINIMUM AT EACH FLANGE
<br />STUD TO STUD:
<br />(3) 5GREW5 MINIMUM
<br />STUD TO STEEL:
<br />USE POWDER ACTUATED FASTENERS REFERENGED ABOVE.
<br />SEE DETAILS FOR CONNECTIONS, MINIMUM (2) FASTENERS.
<br />7. WHEN ONLY ONE FACE OF THE PARAPET STUDS RECEIVE SHEATHING,
<br />PROVIDE BRAGIN6 BY ONE OF THE FOLLOWING METHODS:
<br />A. GOLD ROLLED CHANNEL, RUN HORIZONTALLY THROUGH STUD
<br />PUNCH OUTS AND ATTACHED AT EACH STUD.
<br />B. 2" WIDE, IS GAGE, STEEL STRAPS RUN HORIZONTALLY, ON BOTH
<br />SIDES OF THE STUDS, AND ATTACHED AT EACH STUD.
<br />VERTICAL 5PAGIN6 OF THE BRAGIN6 15 LIMITED TO A MAXIMUM
<br />OF 4'-0" THROUGHOUT THE HEIGHT OF THE WALL.
<br />MECHANICAL BRAGIN6 OF 5TUD5 15 NOT NECESSARY WHERE WALL
<br />SHEATHING 15 ATTACHED ON BOTH 51DE5 OF THE PARPET STUDS.
<br />8. PROVIDE ALL AGGE55ORIE5 AS REQUIRED BY THE METAL STUD
<br />MANUFACTURER.
<br />q. NO LIGHT GAGE MEMBER, THAT HAS BEEN TRIMMED OR GUT, SHALL BE
<br />INSTALLED 50 THAT AN EDGE OF A WEB PUNCH OUT OCCURS WITHIN 10"
<br />MINIMUM OF THE TRIMMED OR GUT MEMBER END.
<br />10. ALL MEMBER GUTTING MUST BE PERFORMED U51116 A SAW OR SHEAR. NO
<br />TORCH GUTTING 15 ALLOWED AT ANY TIME. AL50 GUTTING OF ADDITIONAL
<br />HOLES, OTHER THAN TH05E PROVIDED BY THE MANUFACTURER, IN THE
<br />MEMBER WEB 15 NOT PERMITTED AT ANY TIME.
<br />EXI5TIN6 GONDITION5 DEMOLITION NOTE:
<br />G.G. 15 TO 5AWGUT EX15TIN6 BRICK VENEER, 5TRAI6HT AND TRUE, AND
<br />REMOVE, IN LOCATION OF NEW PARAPET ELEMENT 5Y5TEM THAT 15
<br />DETAILED HERE. AL50 ANY WOOD 5HEATHING, UP A6AIN5T EXI5TIN6
<br />STEEL 5UPPORT FRAMING SHALL BE REMOVED TO EXP05E 5TEEL FOR
<br />PROPER GHANNEL ATTACHMENT.
<br />b 5/I6'
<br />WRAP ARCH. FIN15H 5Y5TEM OVER TOP, AND DOWN BACK
<br />OF NEW PARAPET ELEMENT.
<br />TOP OF CHANNEL ® -
<br />+18'-2 V21
<br />Gbx8.2 VERTICAL GHANNEL5, 5PAGED AT 48" O.G. PROVIDE -
<br />5PAGER PLATE, 4" x 3' x 5/16' THICK, L.L.V., AT TOP CONNECTION
<br />TO EXISTING ROOF EDGE ANGLE. HOLD BOTTOM OF CHANNEL UP,
<br />AND TOP OF CHANNEL DOWN, A5 5HOM, FOR CONT. L.G. TRACK
<br />IN5TALLATION. WELD BOTTOM OF CHANNEL TO 0.5. FACE OF
<br />GONT. EXISTING ANGLE A5 5HOM.
<br />PLATE TO EX.
<br />AN6LE 3/I0 4
<br />EXI5TIN6 6" TALL ROOF E06E ANGLE, G.G. TO F.V.
<br />ATOP OF STEEL BEAM 0OF 5Tl$ BEAM
<br />+13'-4 Ill' - 6L.15 TO F.V.
<br />ARCH. FIN15H 5Y5TEM, 5EE DETAIL5.
<br />Gb TO EX.
<br />ANGLE 3/I6 2
<br />CONT. 600TI25-43 TRACK AT BOTTOM OF PARAPET.
<br />BOTTOM OF
<br />+10'-4 VT
<br />EXI5TIN6 GONT. 4AW16" THICK AN6LE TO REMAIN IN PLACE TO 5UPPORT
<br />BOTTOM OF VERTICAL CHANNEL. 6.G. 15 TO F.V. AND INFORM ARCH. OF
<br />RECORD IF CONDITION DOE5 NOT EX15T A5 5HOM HERE.
<br />EXI5TIN6 GONDITION5 FRAMING NOTE:
<br />6L. 15 REQUIRED TO F.V. ALL EXISTING GOWITION5, MEMBER 51ZE5
<br />AND MINIMUM WELDING 51ZE5/LE%TH5 THAT ARE SHOWN HERE. IF
<br />EXISTING GOWITION5 DO NOT MATCH, PROVIDE MINIMlM5 5HOM HERE,
<br />AND CONTACT ARCHITECT OF RECORD ABOUT 015GREPANGIE5 FOUND
<br />IN FIELD.
<br />GONT. 600TI25-43 TRACK AT TOP OF PARAPET.
<br />PROVIDE 6005162-45 INFILL 5TUD5 AT I6' O.G. ATTACH EVERY
<br />THIRD 5TUD, DIRECTLY TO VERTICAL Gb GHANNEL5, H/BUILDEX
<br />I #12-14 x 3/4', HWH, 5GREW FA5TENERS, 5PAGED AT 6' O.G.,
<br />5TA656ERED ALONG ENTIRE CHANNEL LENGTH. EXTEND 5TUD5
<br />PAST CHANNEL EN05 A5 5HOM HERE.
<br />3/16
<br />PROVIDE 1/2" APA RATED PLYWOOD OR OSB. 5HEATHIWG ON
<br />FRONT FACE AND BACK FACE OF PARAPET ABOVE ROOF LEVEL.
<br />REFER TO FRAMING NOTES FOR TYPICAL ATTACHMENT
<br />INFORMATION REQUIRED.
<br />EXI5TIN6 ROOF BEAM, AND DECK, 6L. 15 TO F.V.
<br />EXISTING INSULATING CONCRETE
<br />/ ROOF COVERING AND ROOFING
<br />EXI5TIN6 2x2 ANGLE KIGKER5 SPACED AT 45' O.G., MAXIMUM. THE
<br />6.G. 15 TO F.V. EXI5TENCE OF, CONDITION OF, AND QUALITY OF
<br />EXISTING WELDING. MINIMUM WELDIN615 TO BE VERIFIED TO BE A5
<br />SHOWN HERE. IF ANGLE KICKER5 ARE NOT PRE5ENT, PROVIDE
<br />2x2xl/4" ANGLE KIGKER5 AT 24' O.G. UP TO NEW 4x4x3/8' ANGLE
<br />BETWEEN FIRST J015T TOP CHORD PANEL POINT LOCATION. VELD
<br />TO 5IPPORT5 A5 5HOM IN THI5 DETAIL, MINIMUM.
<br />EXI5TIN6 2x2 ANGLE SUPPORT MEMBER5, 5PAGED AT 24" O.G.,
<br />6L. 15 TO F.V. CONDITION AND WELDING SHOWN HERE.
<br />MIN. EX15T. YEW REOV,
<br />3/I6 V 1 1/2 TYP. AT ALL EX15T. Y`ELD5
<br />New Parapet Su
<br />EXI5TING GONDITION5 DEMOLITION NOTE:
<br />6L. 15 TO 5AWG1T EXI5TIN6 BRICK VENEER, STRAIGHT AND TRUE, AND
<br />REMOVE, IN LOCATION OF NEW PARAPET ELEMENT 5Y5TEM THAT 15
<br />DETAILED HERE. AL50 ANY WOOD 5HEATHIN6, IF A6AI%T EXI5TIN6
<br />STEEL SUPPORT FRAMING SHALL BE REMOVED TO EXPOSE 5TEEL FOR
<br />PROPER CHANNEL ATTACHMENT.
<br />6 5/16'
<br />WRAP ARCH. FIN15H 5Y5TEM OVER TOP, AND DOWN BACK
<br />OF NEW PARAPET ELEMENT.
<br />l'
<br />ort at Existing Framing Detail
<br />SCALE: NTS
<br />EXI5ING GONDITION5 FRAMING NOTE:
<br />6L. 15 REQUIRED TO F.V. ALL EXISTING GONDITION5, MEMBER SIZES
<br />AND MINIMUM WELDING 51ZE5AB46TH5 THAT ARE 5HOWN HERE. IF
<br />EXI5TIN6 GONDITION5 DO NOT MATCH, PROVIDE MINIMUM5 5HOM HERE,
<br />AND CONTACT ARCHITECT OF RECORD ABOUT DI5CREPANCIE5 FOUND
<br />IN FIELD.
<br />GONT. 600TI25-45 TRACK AT TOP OF PARAPET.
<br />PROVIDE 6005162-43 INFILL STUDS AT I6' O.G. ATTACH EVERY
<br />TOP OF GHAWEL ® THIRD STUD, DIRECTLY TO VERTICAL Gb GHANNEL5, H/BU ILDEX
<br />+1&-2 VT I I I #12-14 x 3/4', HWH, 5GREW FA5TENER5, 5PAGED AT b' O.G.,
<br />I I 5TA66ERED ALONG ENTIRE CHANNEL LENGTH. EXTEND 5TUD5
<br />I I PAST CHANNEL EN05 A5 SH M HERE.
<br />I I
<br />I I
<br />Gbx82 VERTICAL GHANNELS, 5PAGED AT 48" O.G. PROVIDE I I
<br />SPACER PLATE, 4" x 3' x 5/I6' THICK, LI.V., AT TOP CONNECTION I I PROVIDE 112' APA RATED PLYWOOD OR 0.5B. 5HEATH1% ON
<br />TO EXI5TIN6 ROOF EDGE ANGLE. HOLD BOTTOM OF CHANNEL UP, I I FRONT FACE AND BACK FACE OF PARAPET ABOVE ROOF LEVEL.
<br />AND TOP OF CHANNEL DOWN, A5 5HOM, FOR GONT. L.G. TRACK I I REFER TO FRAMING NOTE5 FOR TYPICAL ATTACHMENT
<br />I145TALLATION. WELD BOTTOM OF CHANNEL TO OS. FACE OF I INFORMATION REQUIRED.
<br />COW. EXISTING ANGLE A5 5HOM.
<br />1 /113/I6 V
<br />PLATE TO EX. I I I
<br />ANGLE 3/I6 V 4 I EXIDTIN6 ROOF BEAM, J015T AND DECK, 6.G. 15 TO F.V.
<br />I I
<br />I I
<br />I I EXI5TIN6 INSULATING CONCRETE
<br />EXI5TIN6 b' TALL ROOF ED6E ANGLE, 6.G. TO F.Y. I I I ROOF COVERING AND ROOFING
<br />+OLT - 6L. 15 TO F.V.
<br />ARCH. FIN15H 5Y5TEM, 5EE DETAILS. I I I EXISTING 2x2 ANGLE KIGKER5 5PAGED AT 48' O.G.,
<br />I MAXIMUM. TIE 6L. 15 TO F.V. EX15TENGE OF, CONDITION
<br />OF, AND QUALITY OF EXISTING WELDING. MINIMUM
<br />Gb TO EX. I WELDING 15 TO BE VERIFIED TO BE A5 5HOMHERE. IF
<br />ANGLE 3/I6 2 ANGLE KICKER5 ARE NOT PRE5ENT, PROVIDE 2x2x1/4'
<br />I I ANGLE K6KER5 AT 48' O.G. UP TO NEW 4x4x3/8" ANGLE
<br />BETWEEN FIRST J015T TOP CHORD PANEL POINT
<br />GONT. bOOT125-43 TRACK AT 130TTOM OF PARAPET. LOCATION. WELD TO 5UPPORT5 A5 5HOM IN THI5
<br />DETAIL, MINIMUM.
<br />BOTTOM OF GRAN$ e -
<br />+1041/2' L
<br />EXISTING 2x2 ANGLE SUPPORT M6MBER5, 5PAGED AT 24' O.G.,
<br />G.G. 15 TO F.V. CONDITION AND WELDING 5HOM HERE.
<br />EXI5TIN6 GONT. 4x4x5/I6" THICK ANGLE TO REMAIN IN PLACE TO SUPPORT
<br />BOTTOM OF VERTICAL CHANNEL. 6L. 15 TO F.V. AND INFORM ARCH. OF
<br />RECORD IF CONDITION DOE5 NOT EX15T A5 SHOWN HERE. MIN. EX15T. VELD REQV,
<br />3/16 1 1/2 TYP. AT ALL EX15T. WELD5
<br />New Parapet Support at Existing Framing Detail
<br />�eMOJ2 SCALE: NTS
<br />S,/�/���•g� I IRK
<br />a. -GE tV�e-.�0�'�
<br />Qz.TZE
<br />731700
<br />%- OF `�•
<br />..OR• •
<br />\\�
<br />// //QNAL
<br />ARCHITECTURE
<br />ENGINEERING
<br />3680 Pleasant Hill Road
<br />Suite 200
<br />Duluth, Georgia 30096
<br />p 770.622.9858
<br />If 770.622.9535
<br />www.hiIIfoIeyrossi.com
<br />0 Copyright (as dated below).
<br />This drawing and all reproduction" thereof am the
<br />property of Hill Foley Rosa & Assodatm LLC(HFR).
<br />It is inimded for the sole use of the project named
<br />hwem. Reproduction without the wrttEm consent of
<br />HFR is unlawful. All copies are to be returned to HFR
<br />upon project mahpletion.
<br />Sealed:
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<br />04/16/19 For Construction
<br />mk date issue
<br />Structural
<br />Details
<br />A302
<br />HFR 18.945:AOS1
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