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11-909-002I e G 7 1/411 RAILING-1R5 TI O EL. +70' -0" TOP OF LANDING N s J, J, RAILING -1R4 I - -- - -- G 1/2" 2 "X I "1116" TUBE STEEL GUARDRAIL TOP CHORD. 11 12 "X 1112"X311 G" TUBE p WALLRAIL- -1W2 . \ / _ - STEEL GUARDRAIL FOR POST. �f TOP OF ANGLE 13_3 ,f` DETAIL I'D" DETAIL IC" - II Lu 6„ �. >3 DETAIL "C" Ian EL. +G5' -0" I 112" O.D. PIPE IG 1 1 EL. +G5 ,f a, �" °� STEEL HANDRAIL TOP OF LANDI �,«,`, 6` 3�1b I N TOP OF LANDING • • • WALLRAIL -1 W ° L4X4X3/ s, „ EL. +G�4'- I 1 13/1 G '_L. +G4'- I I 13/ \ a p TOP OF ANGLE �,_o„ RAILING-1R3 I DETAIL "E" aU.n TOP OF ANGLE 1 /2 "X 1/2" PICKETS 50LID BAR. 00 3 7 /6" MAXIMUN CLEAR OPENING. f 33 W EL. +GO 0 /g// RAILING-1R2 I TOP OF LANDING N .. - - - - G I - - - - 4" SPHERE CANNOT ANY OPENING 2'\og�WALLRAIL^- 1W2,f'��% EL. +59' -1 1 13 /1G \ / O TOP OF ANGLE aU;n 3 7/8 DETAIL I'D" DETAIL IC" - - II _ - .....- _....� w IS EL. +55' -0" `s,. -� 3 13. g, 2 2 m DETAIL "C Ln - EL. +55' -0" TOP OF LANDING ,,'� o« 3�'1b I N ' TOP OF LANDING • • • WALL IL-1W 2'/° I .. / \. / L. +54'- I I 13/1 G L4X�4X3/ spa., RAILING -1 R3 - � o EL. +54'- I I 13/ I G TOP OF ANGLE DETAIL "E" dU TOP OF ANGLE J �1bc I � II Ly D" O :,3 31 EL. +50' -0" RAILING -1R2 Ln - TOP OF LANDING N ` - \ �� - - - - - - - - - - 60 i 'F�``JWALLRAIL- �1W2,,' \ / - G I12 oII , �.��`�` TOP OF ANGLE - aU 3:3 ��' f DETAIL IIDII DETAIL IICII - II uj m O N j 3/1 G" B. PLAT 211 STRINGER / C 9X 13.4 DETAIL "BII SCALE: I "= 1' -011 II . ` 3i ,; ,2 �1 - EL. +45 -0 EX15T. CONC. WALL. EL. +45 -0 ` m DETAIL "C ,,� - .TOP OF LANDING ; : cH� 3�1b I N TOP OF LANDING ! 3 I L 4X4X3/ L4X4X3/ • • WALLRAIL�1W �' / °s,„ .�/ \ / EL. +44'- I I 13/ I G 3/1 G" DIAMOND PLATE Q, l000 .L . +44'- I I 13/1 G ` •/ a RAILING-1 R3 \-- DETAIL "E" aU TOP OF ANGLE - - -- _ .:. P. 3/4" 0 X5 112" LG W.A. TOP OF ANGLE 7� 'n r j �1b II L 4X4X I/ cn R _ a 3� I - /�� RAILING-1R2 �n - 5 I /211 EL. +40 -0' I I � PL 3/8X5 I/2X3 � TOP OF LANDING N I WELDED TO L 4X4X3/8 _ _ _ _ W/ (2) 1/2" 0 BOLT A325. p ti WALLRAIL-•1 W2 \ / - DETAIL "C" .` EL. +39' -1 1 13/1 Ggkt p TOP OF ANGLE —ter dU Ln SCALE: 1 "= 1' -0" 3s ,` DETAIL IDII DETAIL "C" - II V w - --� !' > M DETAIL "C un - " EL. +351 -011 �' �;`3 %- 2 - EL. 1� ��b I I N TOP OF LANDING �`` �' TOP OF LANDING TYP. RAILING POST.--, I . • ' ' i 3/1 G" B. PLATE WALLRAIL- -1W:,o L4X4X3/ • • s, „ I = EL. +34'- I I 13/1 G 7L. +34'- I I 13/1 G a RAILING-1 R3 I I '� o TOP OF ANGLE I' -o" DETAIL "E" dU u) TOP OF ANGLE TYP 1/4 GI 3 �1b _11 Lu TYP `G TYP, L I 114"X I 1/4"X3/1 G" � EL. +301 OII '3 / �/ '' STRINGER 1, 61 � g RAILING -1 R2 r C 9X 13.4 TOP OF LANDING N I I r I 1 ALLRAIL�"2, 1 I 13/ 4.. L 3 "X3 "X 1/4" EL. +29' 6o •` �`- TOP OF ANGLE a@ -1 3/ I G END PL W(I) -3/4 0 X 5 112' LG. Of DETAIL I'D" DETAIL "C" 0 II WEDGE ANCHOR. (j) - DETAIL IIAII > n m DETAIL "C" in - EL. +25' -0" EL. +25 -0 ,� s; �- SCALE: I - I -0 TOP OF LANDING �'` ,3�'1� I I N III ' TOP OF LANDING 3 I - -*]P* LRA •'/ \ / -L. +24' -1 1 13/1 G L4X4X3/ WAL IL�1W �o ` •/ spa -- RAILING -1 R3 i EL. +24' -1 1 13/1 G TOP OF ANGLE I _o DETAIL I EII un TOP OF ANGLE oo LU I RAILING -1R2 In EL. +20 -0 II TOP OF LANDING N I \ 'e -N - - -- - - - - -- r - -- - - - - -- - - .• .. - - - -- � 11211 - p`',b WALLRAIL-•1W2 EL. + 19' -1 I 13/1 G TOP OF ANGLE U m DETAIL IIDII DETAIL IICII - II �,.2 ; m DETAIL "C" I 5' Ln _ EL. + 1-0" EL. + 15'-0" '� t „ 6„ 3�b I - N TOP OF LANDING TOP OF LANDING I �. ` r w • ! • WALLRAIL-1 W I /o • 3 • / \• / • - EL +4 - I I 13/ I G RAILING NOTES: - WELDING ELECTRODES - AWS E -70XX -2" X I "X 1/5 STEEL TUBE FOR TOP CORD - 112" X I " STEEL FLAT BAR FOR MIDDLE � BOTT. CHORD - I 1 12 "X I 112"X311 G" STEEL RAILINGS FOR POST - 1 112" O O.D. STEEL HANDRAILS - 112"X 112" PICKETS SOLID BAR. - GUARDRAIL DESIGN IN ACCORDANCE WITH LOADING REQUIREMENT OF FBC. - G.W.S. TO FIELD VERIFY ALL DIMENSION BEFORE FABRICATION. L�4X4X3/ s, - EL. +4'- I I 13/1 G a° RAILING-1 R3 TOP OF ANGLE I' -o�, DETAIL "E" U TOP OF ANGLE " I DETAIL "D" T3 �1 STRUCTURAL NOTES: In '3 = - WELDING ELECTRODES - AW5 E -70XX EL. + 10' -0" I fig„ RAILING -1R2 Ln - - STRUCTURAL STEEL "MC" � "CI' SHAPES ASTM AG TOP OF LANDING N I - STRUCTURAL STEEL 'I L II SHAPES ASTM AG ' - -- - --- o — _'—_ --- — - y�b , �- .. -OTHER STEELS CONFORM TO ASTM A3G p WALLRAI L-'1 W2 . - 2 f.` EL. +9'- 1 1 13/16 v / G 1I2 0 - CONNECTION BOLTS - ASTM A 325 TOP OF ANGLE @) -1 - G.W.S. FIELD VERIFY ALL DIMENSIONS BEFORE DETAIL "D11 DETAIL "CI II w p = DETAIL IC" Ln - EL. +5' -0" EL. +5' -O" 1' I I" ,'' FINISH: HOT- DIP - GALVANIZED ,y rte`'` 3:s„ 6 N TOP OF LANDING �� TOP OF LANDING r D�' • • • a, RAILING-1R1 I .. / L�4X4X 1/4 \• l EL. +4'- I 1 13/1 G L4X4X3 /�` •� °spa TOP OF ANGLE • WALLRAIL -1W1 DETAIL "E" UI TOP OF ANGLE DETAIL "D _u 0 C 9X 13.4 `w NOTES: o — 7 I /4 DESIGN LIMITED TO STEEL STAIR AND RAILING. N I '- I I / 12 ANY CORRECTIONS, INK MARKS, WHITE -OUT _.. DETAIL "B" OR STICK -ONS WILL VOID THESE DRAWINGS L. +01 -011 AND CALCULATIONS "E3-511 STAIR LEVEL DETAIL I"A-/> r � SECTION SECTION "A-All Y • -• •• •• - -Y -- Y --- • • r • Y • ••••• ••• ••• • Y V •••• • • • • • Y • • • • • • • • • • r • Y• •• • •• Y • ••• ••• :9006 • • • • • .. W • • Y W r r 2 "XI "XI /8"TUBE ..•Y • Y 5TEEL GUARDRAIL 1 1/2" • • • r Y • Y Y••• .Y.•. Y •.. • .•.. TOP CHORD. -�j 112 " O.D. • STEEL HANDRAIL. o ;.n SCALE: I "= I' -0" 3/1 G" DIAMOND PLATE I �� TYP 3 7/8" 3/1 G" DIAMOND PLATE 3/4" STEEL HANDRAIL L4X4X3/8 BRACKET WELDED TO P05T. e �. I /2 "X I "SOLID BAR TYP, L I 114"X 1 1/4" .. © L 5X3X 112 CLIP WELDED m A.: I 112" 1/2",X 112" PICKETS 1/4 X3/1 G" I I/2 O.D. 1 5 LID SOLID BAR-_p,,, TO PL I /2X9X9 TYP. RAILING P05T V3/1 ' ' STEEL HANDRAIL „.,. 3 7/6" N _G7 TYP " CLEAR OPENING. 4" 0.x71 . C 7X 14.75 STEEL GUARDRAIL 1 112 " O.D. I I /41' I I /4" \ � � I 3/ I G" B. PLATE a m STEEL HANDRAIL 11 12 "X 1 1 /2 "X3/ I G" TUBE N 3' -4 5 /6" o STEEL GUARDRAIL I 3/1 G" DIAMOND PLATE _-- TO PL 1 /2X9X9 RAILING-1R5 STEEL HANDRAIL BRACKET 5TEEL HANDRAIL BRACKET FOR POST. 3/ 1 G" B. PLATE 1 N W /(I) -3 /6"O X 4" LG. W 1(I) -318"0 X 4" LG. 112"X I " SOLID BAR II STRINGER II LDT ANCHOR ATTACHED LDT ANCHOR ATTACHED I C 9X 13.4 fix' TO WALL @ 41 -011 MAX Q TO WALL @ 41 -01' MAX 12 "X I "SOLID BAR PL 3/8X5 112X3 . . Q 1/1511 5" a. A b 01 ID BAR. «+ 3/1 G �TYP cv STRINGER W/ (2) 112" 0 BOLT A325. m I • . r 2" TYPICAL DETAIL TYP. CONNECT HANDRAIL SCALE: I " =1' -0" CONIC. DETAIL. TYPICAL DETAIL SCALE: I I'= P -O" PRIM "NO COQ F - -- � T� r s VIEW F Lap[fDRQ)wLap1 I, I 6 i � G GEORGE'S WELDING SERVICES, INC. JOB: D G 11400 NW 134 ST MIAMI FI.3317i M I _ 3 • I I ,, . PHONE: (305) 522 -2445 FAX: (305) 822.5298 , a REVISIONS : W MILTON CUBAS P. E. INC. / ESTORATION 4' CONSULTING ENGINEERS PE � 51902 � DESCRIPTION DATE: REV: 20 I I GARAGE STAI R S R5701 SUNSET DR SUITE 350 �V/ «�? C.A. # 27267 S. I. # 6999901 , 1302 NE 125 ST S' METAL STAIR #E I AS SHOWN � #E2 OPP. HAND (SECT DET) NORTH MIAMI, FLORIDA 33161 PHONE: (305) 891 -4174 FAX (305) 891 -4175 ARCHITECT: THP LIMITED, INC. ! "" E MAIL: miltoncubas om www.miltoncubaspe.com CONTRACTOR: THE SHOP AT SUN pe.com SET PLACE APPROVAL: CHKD BY: DRAWN BY: FBS DATE: 08/23/ I I SCALE: SHEET • III'I 'IX14.75 DETAIL IIDII SECTION 11 1- I" SCALE: I "= I' -0" 3/1 G" DIAMOND PLATE I �� TYP 5 TI 12" LG W. X ° 3/1 G" DIAMOND PLATE L4X4X3/8 w� w TYP, L I 114"X 1 1/4" © L 5X3X 112 CLIP WELDED m 1/4 X3/1 G" , © TO PL I /2X9X9 TYP. RAILING P05T TYP. 3/4" 0 X5 112" LG W.A. i 4" 0.x71 C 7X 14.75 STEEL GUARDRAIL I I /41' I I /4" \ � � I 3/ I G" B. PLATE a - I L 5X3X 1 /2 CLIP WELDED 3' -4 5 /6" it I 3/1 G" DIAMOND PLATE _-- TO PL 1 /2X9X9 RAILING-1R5 9' 3/ 1 G" B. PLATE 1 -- 0 o i L 4X4X 1/4 ATTACHED TO THE WALL 112"X I " SOLID BAR II STRINGER II W/ (4) 3/4" 0 X 5 112" LG W.A. I C 9X 13.4 fix' PRIM "NO COQ F - -- � T� r s VIEW F Lap[fDRQ)wLap1 I, I 6 i � G GEORGE'S WELDING SERVICES, INC. JOB: D G 11400 NW 134 ST MIAMI FI.3317i M I _ 3 • I I ,, . PHONE: (305) 522 -2445 FAX: (305) 822.5298 , a REVISIONS : W MILTON CUBAS P. E. INC. / ESTORATION 4' CONSULTING ENGINEERS PE � 51902 � DESCRIPTION DATE: REV: 20 I I GARAGE STAI R S R5701 SUNSET DR SUITE 350 �V/ «�? C.A. # 27267 S. I. # 6999901 , 1302 NE 125 ST S' METAL STAIR #E I AS SHOWN � #E2 OPP. HAND (SECT DET) NORTH MIAMI, FLORIDA 33161 PHONE: (305) 891 -4174 FAX (305) 891 -4175 ARCHITECT: THP LIMITED, INC. ! "" E MAIL: miltoncubas om www.miltoncubaspe.com CONTRACTOR: THE SHOP AT SUN pe.com SET PLACE APPROVAL: CHKD BY: DRAWN BY: FBS DATE: 08/23/ I I SCALE: SHEET • DETAIL IIDII SECTION 11 1- I" SCALE: I "= I' -0" SCALE: I °- 11 -011 w� w 1/4 ' TYP. RAILING P05T i 2 "X I "1116" TUBE 0.x71 STEEL GUARDRAIL , , - I TOP CHORD. 3' -4 5 /6" it I 3/1 G" DIAMOND PLATE _-- 2 I / " RAILING-1R5 4 3/ 1 G" B. PLATE 1 -- 0 o i L 4X4X 1/4 11-2 112"X I " SOLID BAR 1 112" O.D. 0 PIPE 5TEEL HANDRAIL ..... . PL 3/8X5 112X3 1 2" 112" PICK 5" WELDED TO C 7X 14.75 01 ID BAR. «+ STRINGER W/ (2) 112" 0 BOLT A325. C 9X 13.4 4« DETAIL IIDII SCALE: I "= I -0" .� . t iI « It II Il i i 37/511 211 1 _ I 1�2 "X I 1/2"X3/1 G" TUBE if i 4" SPHERE CANNOT PASS STEEL GUARDRAIL ° THROUGH ANY OPENING POST. -FOR L-- L---------------- ---- --___ ( PL 3/ 116" fOP PLATE WELDED TO RAILING INSIDE) — - - - - -- ---- ---- -- _— l I A ws 1 �?— i ' ' i I; I 11 PRIM "NO COQ F - -- � T� r s VIEW F Lap[fDRQ)wLap1 I, I 6 i � G GEORGE'S WELDING SERVICES, INC. JOB: D G 11400 NW 134 ST MIAMI FI.3317i M I _ 3 • I I ,, . PHONE: (305) 522 -2445 FAX: (305) 822.5298 , a REVISIONS : W MILTON CUBAS P. E. INC. / ESTORATION 4' CONSULTING ENGINEERS PE � 51902 � DESCRIPTION DATE: REV: 20 I I GARAGE STAI R S R5701 SUNSET DR SUITE 350 �V/ «�? C.A. # 27267 S. I. # 6999901 , 1302 NE 125 ST S' METAL STAIR #E I AS SHOWN � #E2 OPP. HAND (SECT DET) NORTH MIAMI, FLORIDA 33161 PHONE: (305) 891 -4174 FAX (305) 891 -4175 ARCHITECT: THP LIMITED, INC. ! "" E MAIL: miltoncubas om www.miltoncubaspe.com CONTRACTOR: THE SHOP AT SUN pe.com SET PLACE APPROVAL: CHKD BY: DRAWN BY: FBS DATE: 08/23/ I I SCALE: SHEET