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Home My WebLink About014-219075-A302CONTINUOUS PRE -FABRICATED GU) RAILING SYSTEM AROUND EN_ PERIMETER OF RAISED PLATF( T.O. OF GUARDRAIL _ @ EL. +/-33'-3-1/2" A.F.F. GUARD RAILING SPACE[ REJECT 22"0 SPH CONTINUOUS 4" x 4" x %" STEEL ANGLE ALI RAILING - PROVIDE 1 "0 HOLES CENTERE[ VERTICAL LEG BETWEEN W1F W18x35 PERIMETER BEAM - STRUCTURAL DRAWINGS SPECIFICAT o T.O. OF STEEL BEAMS_ @ EL. +/-31'-9-1/2" A.F.F. CONNECTORS TO W18x35 BEAM RAILING MANUFACTURER - APPROVED RAILING AND STAIRDRAWIIN B.O. OF STEEL BEAMS_ @ EL. +/-30'-3-1/2" A.F.F. B.Q. OF STEEL BEAM_ @ EL. +/-30'-1-1/2" A.F.F. W10x14 BEAMS @ 6'-0" TYPICAL - SEE STRUCTI, DRAWINGS AND SPECIFICATI( W8x35 STEEL COLU STEEL X -BRACING PER STRUCTURAL SPECIFICATIONS CONTINUOUS PRE -FABRICATED GUARD RAILING SYSTEM AROUND ENTIRE PERIMETER OF RAISED PLATFORM jk T.O. OF GUARDRAIL — @ EL. +/-35'-3-1/2" A.F.F. GUARD RAILING SPACEDTO REJECT 22"0 SPHERE 1 % SQUARE TUBE GUARD RAILINGS AND BALLUSTERS CONTINUOUS 4" x 4" x 3/Q' STEEL ANGLE ALONG RAILING - PROVIDE 1"0 HOLES CENTERED IN VERTICAL LEG BETWEEN W18x35 T.O. OF STEEL BEAMS_ @ EL. +/-29'-9-1/2" A.F.F. PRE -FABRICATED RAILINGS & SUPPORT BRACKETS PER APPROVED MANUFACTURER SHOP DRAWINGS W18x35 BEAM @ 8'-0" O.C. TYPICAL - SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS B.O. OF STEEL BEAMS_ @ EL. +/-28'-3-1/2" A.F.F. B.O. OF STEEL BEAMS __X1 @ EL. +/-28'-1-1/2" A.F.F. SECTION THRU TYPICAL EDGE RAILING 3 SCALE: 3/4" = V-0" A-3.02 ANTENNA & SLED ASSEMBLY BY OWNER PTFE AFFIXEDTO BOTTOM OF MC8x8.5 SLED RUNNERS. 8'-0" LONG MC8x8.5 12" WIDE McNICHOLS PERF -OGRIP 2"x13GA PERFORATED PLANKS Lj T.O. OF STEEL BE @ EL. +/-29'-9-1/2" W10x14 BEAMS @ 6'-0" O.C. TYPICAL - SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS W18x35 BEAM @ 8'-0" O,C. TYPICAL - SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS B.O. OF STEEL BE @ EL. +/-28'-3-1/2" A.F.F. B.O. OF STEEL BEAMS @ EL. +/-28'-1-1/2" A.F.F. SECTION THRU INTERMEDIATE BEAM(" 4 SCALE: 3/4" = V-0" A-3.02 ANTENNA & SLED ASSEMBLY BY OWNER T.O. OF STEEL BEAMS CONTINUOUS PRE -FABRICATED GUARD RAILING SYSTEM AROUND ENTIRE PERIMETER OF RAISED PLATFORM j, T.O. OF GUARDRAIL _ @ EL. +/-35'-3-1/2" A.F.F. GUARD RAILING SPACEDTO REJECT 22"0 SPHERE CONTINUOUS 4" x 4" x %" STEEL ANGLE ALONG RAILING - PROVIDE 1"0 HOLES CENTERED IN VERTICAL LEG BETWEEN W18x35 W18x35 PERIMETER BEAM - SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS T.O. OF STEEL BEAMS_ @ EL. +/-31'-9-1/2" A.F.F. CONNECTORS TO W18x35 BEAM BY RAILING MANUFACTURER - SEE APPROVED RAILING AND STAIR DRAWINGS B.O. OF STEEL BEAMS_ @ EL. +/-30'-3-1/2" A.F.F. B.O. OF STEEL BEAM_ / @ EL. +/-30'-1-1/2" A.F.F. ONAL W10x14 BEAMS @ 6'-0" O.C. TYPICAL - SEE STRUCTURAL )NS DRAWINGS AND SPECIFICATIONS @ EL. +/-29'-9-1/2" A.F.F. Digitally signed by Brent A. Wood B.O. OF STEEL BEAMS @ EL. +/-28'-3-1/2" A.F.F. DASHES LINES INDICATE I PERFORATED PLANK T.O. OF TILT PANEL SYSTEMS BEYOND T.O. OF TILT PANEL x 15" x 5" SPLICE PLATE Architecture, LLC., EACH SIDE OF WEB PER FIELD WELDS PER STRUCTURAL SPECIFICATIONS %z' x 7" x 16" PLATE UNDERSIDE / %2" x 7" x 16" PLATE UNDERSIDE — — OF SPLICE PER STRUCTURAL ol" SPECIFICATIONS SPECIFICATIONS W8x35 STEEL COLUMNS STEEL X -BRACING PER STRUCTURAL SPECIFICATIONS PRE -FABRICATED GUARD RAILING SYSTEM BEYOND NEW FREE STANDING PRE -FABRICATED METAL STAIR AND GUARD RAILING ASSEMBLY STAIR LANDING TO ALIGN WITH TOP OF PLANK SYSTEMS -------------- T.O. OF STEEL BEAMS ------------- @ EL. +/-29'-9-1 /2" A.F.F. O DASHES LINES INDICATE LINE OF SLED PERFORATED PLANK RUNNER BEYOND O SYSTEMS BEYOND W10x14 BEAMS @ 6'-0" O.C. TYPICAL 6000 PSI NON -SHRINK GROUTTO LEVEL W18x35 EACH END W18x35 BEAM B.O. OF STEEL BEAMS Digitally signed by Brent A. Wood B.O. OF STEEL BEAMS @ EL. +/-28'-3-1/2" A.F.F. @ EL. +/-28'-3-1/2" A.F.F. I a T.O. OF TILT PANEL a O1 4 to T.O. OF TILT PANEL @ EL. +/-28'-3" A.F.F. Architecture, LLC., 4V @ EL. +/-28'-3" A.F.F. FIELD WELDS PER 4- %z' x 7" x 16" PLATE UNDERSIDE / STRUCTURAL SPECIFICATIONS — — OF SPLICE PER STRUCTURAL ol" of a to SPECIFICATIONS %Z' "U" BUCKET x 10" WIDE PER 4 I � STRUCTURAL SPECIFICATIONS a — --- _— FIELD WELDS PER -04'00' STRUCTURAL SPECIFICATIONS ±%4' NON-COMPRESSIBLE NYLON OR : o STEEL SPACERS / SHIMS AS REQUIRED AT TILT PANEL RECESSES a I . %z" "U" BUCKET x 10" WIDE PER STRUCTURAL SPECIFICATIONS (4) %"0 A325 THRU BOLTS PER Uj STRUCTURAL SPECIFICATIONS°o a 1 10 (4) 3/4'0 A325 THRU BOLTS PER co 0) 8 � STRUCTURAL SPECIFICATIONS EXISTING 9-%4" TILT -PANEL STRUCTURAL J w� J WALL SYSTEM TO REMAIN a EXISTING 9-%4' TILT -PANEL STRUCTURAL wz - WALL SYSTEM TO REMAIN SECTION THRU SADDLE CON N ECTOR AT TI LT PAN EL 5 SCALE: 3/4" = V-0" A-3.02 6000 PSI NON -SHRINK GROUT TO LEVEL W18x35 EACH END 4 Digitally signed by Brent A. Wood OI 10 I I �I o I Of to Architecture, LLC., _.L 4- � J f a�I � I I. bIa I° I ol" to I I. J I � ALI 1 " x 14" x 14" BASE PLATE PER STRUCTURAL SPECIFICATIONS (4) %"0 A36 THREADED ROD ANCHOR BOLTS w/20" MIN. EMBEDMENT II W18x35 PERIMETER BEAM �__NYLON NON-COMPRESSIBLE OR STEEL SPACERS / SHIMS AS II REQUIRED ATTILT I I PANEL RECESSES SECTION THRU SADDLE CONNECTOR AT TILT PANEL SCALE: 3/4" = V-0" A-3.02 ONAL )NS W8x35 STEEL COLUMNS MIN. CHAMFERED EDGES — a 2'-6"0 C.I.P. CONCRETE —J� a _ . ° SONO -TUBE PIERS TO T-6" I ABOVE ADJACENT GRADE ' f'T (5) #4 STIRRUPS @ 4" 0.C. FROM TOP OF PIER m CD d - ` #4 STIRRUPS @ 12" O.C. LT .. SLOPE GRADE AWAY FROM C) 1i : .: { { _ f.{ : PIERS @ %2" PER V-0" MIN. LL FINISH FLOOR �7 TF- " � .4 E . EL. 0'-0" A.F.F. �\ \ s EACH I�: `e 4� ° . @ /C STRUCTURAL \ �1:T • :1J_.`T° F1 P IFQ�IS Y TOP AND TI RRUPS @ 1 SAL x 0 P \� SECTION THRU COLUMN PIER AND FOUNDATION ; SCALE: 3/4" = 1'-0" A-3.02 CD N N LO ti J Q H H W `Z) VJ F— Y - w 7 O Brent Digitally signed by Brent A. Wood w DN: cn=Brent A. Wood, CIO o=Brent A. Wood A. i6 Architecture, LLC., ou=Architecture, � J email=erick@bawoodarc O Z h.com, US Wood Z 20.0 Date: 2020.07.27 1623:53 ry -04'00' r } V O Uj J Ir 0) co 0) 8 � w z U} V J w� J J w w wz N tD T L z0 U U� 1Ox � J Z E ❑ 0 O m N ��--I O c �0 r U W Q v N LL Z w ti w (n Q ^ m N H Q1 3 ['n "l -i -f ,6 f~ o] Brent Digitally signed by Brent A. Wood w DN: cn=Brent A. Wood, CIO o=Brent A. Wood A. C� Architecture, LLC., ou=Architecture, � J email=erick@bawoodarc O Z h.com, US Wood Z 20.0 Date: 2020.07.27 1623:53 ry -04'00' r } V O Uj J Ir 0) co 0) 8 � w z U} V J w� J J w w wz N tD T L z0 U U� 1Ox � J Z E ❑ 0 O m N ��--I O c �0 r U W Q v N LL Z w ti w (n Q ^ m N H Z O LLI 2 O LL Q J I� Z J_ 0 U) O B- E 0 z z ry 0) fi LZ C) C/) w 0 CIO •) (DD C� 0 � J �-- O Z L7 Z Z Q 4? ry w�z Z O LLI 2 O LL Q J I� Z J_ 0 U) O B- E 0 z z ry 0) fi LZ C) Z 0 •) T N N Q � O E Z L7 W � 4? ry Uj J Ir 0) L w z J J w w tD T L z0 � J Z E � Z �0 r U LL Z O LLI 2 O LL Q J I� Z J_ 0 U) O B- E 0 z z ry 0) fi LZ C) •) T N N � E L7 � 4?