|
o ��
<br /> o Zw
<br /> N
<br /> (/�S O ��'
<br /> W � �
<br /> w¢
<br /> CODE COMP�IANCE GENERAL NOTES: � � � m�
<br /> ALUMINUM MODULAR RAMP �c STAIR SYSTEM CONFIGURATION OPTIONS
<br /> � �- O 3
<br /> 1. IBC 2Q15, CHAPTER 10 COMPUANT 1. THESE PLANS AND SPECIFICATIONS ARE NOT VALID FOR ANY OTHER THAN WELCOME � � � z� �
<br /> 2. ICC/ANSI A1 17.1-2009 COMPLIANT RAMP SYSTEMS, INC. PRODUCT PRODUCED THE STANDARDS SET FORTH IN THESE � ,-, �a�
<br /> TYPICAL COMPONENT SIZES 3. RAMP DRAWINGS AND ACCOMPANYING DESIGN. � z m �n��;
<br /> 2. THE RAMP SYSTEM, STAIRS AND PLATFORM HAVE BEEN DESIGNED TO MEET IBC � " Ur � � C0 �"
<br /> 3.1. SLOPE, MAX.RISE = 1:12 (VERT/HORZ) _ z o o�..�
<br /> REQUIREMENTS. THE D ES I G N L O A D I N G C R I T E R I A I S 1 0 0 P S F L I V E L O A D. p C 6 ; oc - �W m
<br /> • LANDINGS: 5'x5', 5'x6' OR 7'x7'; CAN BE BOLTED TOGETHER FOR LARGER PfATFORMS 3.2. RISE = 3Q" MAX. BETWEEN LEVEL PLATFORMS 3. RAMP DESIGN LIMITS: THE SLOPE SHALL BE 1:12. THE MAXIMUM CROSS SLOPE SHALL �0 y � � � ~ ��3
<br /> • RAMPS: 4', 8' OR 10' LONG x 48" WIDE; CAN BE BOLTED TOGETHER TO FORM A MAXIMUM 30' RAMP RUN 3.3. WIDTH = 48" SURFACE W/ 36" MIN. BETWEEN _ a
<br /> • STAIRS: MAX. 6"-7° RISE x 12" TREAD x 48" WIDE ln HANDRAILS BE 2%. THE MAXIMUM RUN SHALL BE 30'. THE MAXIMUM HEIGHT WITHOUT ADDITIONAL - � ,.,,, z o�„�
<br /> � ���� a m s e m 11 IC. 3.4. CROSS SLOPE, MAX. = 2% ENGINEERWG JUSTIFICATION SHALL BE 48" FROM THE PLATFORM TO FINISHED GRADE. � W �C � � � o��
<br /> NOTE: WHERE DOOR CLEARANCE ALLOWS, STAIRS CAN BE ADDED TO ANY/ALL OF THE CONFIGURATIONS SHOWN BELOW. � ' 4. STAIR: 4. WELCOME RAMPS, PLATFORMS, AND STAIRS ARE DESIGNED TO BE FREE STANDING. z m = � ���
<br /> 4.1. RISE = 7" MAX., 4" MIN. I- Z
<br /> Com�onent Aluminum Ramp System for 4.2. DEPTH/RUN = 12" STEP W/ 1" OVERHANG MATER IAL S P EC I FI CATI O N S W C7 m o N
<br /> 4.3. WIDTH = 44", MIN. SURFACE (51" STANDARD), 42" PLANKING: � z � �
<br /> �+ ' ' ' MIN. BETWEEN HANDRAILS • THIS DESIGN IS LIMITED TO GS .ME(�ALS PLANKING MATERIALS. �' � z�
<br /> ❑ /� TYPICAL SINGLE DOOR CONFIGURATION ❑ B TYPICA� SING�E DOOR CONFIGURATION ❑ C TYPICAL DOUBLE DOOR CONFIGURATION J a f�, U s e r-F r i e n d l� B u�l d�n g A c c e s s. 4.2. SLOPE, MAX. = 2� • RAMP: ALL PLANKING sHa�� sE 13 GA. 12��w X 1 1/2�° DEEP. N m o�
<br /> R A M P L E N G T H V A R I E S; M A X. 3 0� R U N N U M B E R O F R I S E R S�T R E A D S V A R I E S R A M P L E N G T H V A R I E S; M A X. 3 0' R U N 5. DESIGN LOADING: • PLATFORM: ALL PLANKING SHALL BE 13 GA. 12° W x 1-1�2" D. SEE PLAN FOR a w�
<br /> ,:....�....................................� ,.��.�.W�._�.,�.w���,�.�.�._...�..,,.�v..�.�v,��.�v�.�..�.... � ��J m 5.1. DECK RAMP 100 PSF LENGTH. �a
<br /> ` �i►Il.�velcomerampsystems.Co111 / /TREAD • STAIRS: ALL PLANKING SHALL BE 1 1 GA. 12"W x 2" DEEP.
<br /> s ........v,,...�m�� F � ' � .
<br /> � _�" 3 m.,;_; _ = a � � 4 5.2. STAIR TREAD 300 LBS.
<br /> � � ; ? 5.3. RAILING 50 PLF/200 LBS. CONC. LEGS:
<br /> �I P55 � �j ' P55 � j � ? �I � P55 P55 ; P55 ' �
<br /> , � � , ; 5.4. LATERAL LOAD 600# PEDESTRIAN • LEVELING FEET ASSUMED TO BE PLACED ON SUITABLE FIRM BEARING GROUND.
<br /> � � � , in � ; ? ; � � = 130 MPH EXP B t= .0 • LEG MATERIAL SHALL BE 1-1 2 S .X . 20' AL.TUBING. � �
<br /> , , . 5.5. WIND LOAD
<br /> : � Kz 2 / " Q 1
<br /> �
<br /> ��� �m.� '��� a��` �� � 5.6. SEISMIC LOAD Sds=1.0, SITE CAT. 'D' • LEG POCKETS SHALL BE 1.781" SQ X .125" AL. TUBWG. �
<br /> � 5'-0'� ( 5'-0'� � 5'-0'�_I 6. DOOR CLEARANCE �PER 18C • ADJUSTING BOLT - 3�8" X 2-1�4" GRADE 5 CAP SCREW W�NYLON LOCK NUT, ZWC
<br /> 5'-0'� 5'-0" I , . ��-� ..r�-� 7. STANDARD 3 LINE RAIL FOR COMPONENTS 30" OR LESS PLATED
<br /> FROM GRADE TO WALKING SURFACE OF RAMP, LANDING, ALUMINUM: ���W BA
<br /> OR STAIR. • THE 1-1/2" AL. HANDRAIL SHALL BE 6063-T5 WITH A YIELD STRESS OF 16 KSI.
<br /> �Fl�°°F w,a,s°°ti
<br /> 8. 42" VERTICAL PICKET GUARDRAIL FOR COMPONENTS • A�L OTHER ALUMINUM PARTS SHALL BE 6061-T6 ALUMINUM WITH A YIELD STRESS OF oo,o��o e• �,�°oG
<br /> OVER 30" FROM GRADE TO WALKING SURFACE OF RAMP, 35 KSI. ��,:
<br /> ❑ � TYPICAL TWO-BUILDING COMMON LANDING CONFIGURATION ❑ E TYPICAL INTERMEDIATE LANDING CONFIGURATION ❑ � TYPICAL SWITCHBACK CONFIGURATION �NoiNc, oR STAIR. HAND RAi�s:
<br /> RAMP �ENGTH VARIES; MAX. 30' RUN RAMP LENGTH VARIES; MAX. 30' RUN RAMP LENGTH VARIES; MAX. 30' RUN 9. GRASPABLE CONTINUOUS 1.5" � HANDRAIL AT 36" OFF • STAIRS AND RAMPS: USE 1-1/2" SQ. X 5/32" THICK WALLED TUBING FOR POSTS AND o � �
<br /> RAMP, PLATFORM, OR STAIR NOSING. INSTALL BOTH HORIZONTAL RAILS EXCEPT THE TOP 1-1/2" ROUND HAND RAIL. -O°;�' '� � �
<br /> �.v���wv�����������.������� , SIDES OF STAIRS AND RAMP. • STANDARD HANDRAIL (W�O PICKETS) IS ALLOWED ON FINISHED PLATFORM HEIGHTS OF �p°000�c 1 3 �����°��
<br /> i e E.,,.,,.�.....,._,..,.,..,......,.�., �........,.............,....,....u...�...�
<br /> ' ;�w.......v...�...��..-...�.�....� E 10. HANDRAILS TO EXTEND 12" HORIZONTALLY OVER 30" AND LESS. ALL PLATFORM HEIGHTS ABOVE 30 SHALL USE PICKET STYLE °°�AA�ENo�° ��
<br /> E '��s�o o �,
<br /> o � j € i.mo�����,w,� „ E .
<br /> I � P55 P55 ; P55 E - ! � �� ; �i ' P55 � P55 1NALKING SURFACE AND REfURN TO WALL OR RAIL HANDRAILS. Q�A�„�
<br /> o `n ; ; � o ` p55 I i P55 � ;n € � � COLUMN. � • PLATFORM: USE 1-1�2 SQ. X 5�32" THICK WA�LED TUBING FOR POSTS AND ALL
<br /> � E � ' � � = 0 11. RAMP AND RAILINGS TO HAVE CURBS OR BOTTOM RAIL HORIZONTAL RAILS.
<br /> I �� - ���.� ,o .� ---- ---� ip E , , ' � , = ENEWS:09/27(2017
<br /> . � � ` ' , ° ,.........� �..�. .: ; ..�...........`....`.....� I WH CH D NOT AL OW PASSAG OF 4" SPHERE WHERE . HEIGHT: TOP OF GRIPPING SURFACES OF HANDRAILS SHALL BE 36 INCHES VERTICALLY �
<br /> � - ' � ; ; -���mmm,..�..,..e_.....w�eF --R� I 0 L E �
<br /> �I ' P55 � P55 3 P55 � ADDITIONAL AMP OR STAIR 5,_�,> ��� 5'-0" � �
<br /> � ORIGINAL POSITION OF SPHERE IS WITHIN 4" OF THE ABOVE WALKING SURFACES.
<br /> `n � ; � ��� � 12. OOTING INF RMAT�ON: WELDING:
<br /> :
<br /> � i ALL REFERENCES TO WE��ING ON PLAN SEI� REFER TO IN-PLANT FABRICATION. NO
<br /> � .�.a,���.� °
<br /> l5'-0" I 5'-0" 5'-0'� I ' _ `w � � � ' 2"x12"x12" P.T. WOOD OR ABS PAD REQUIRED UNDER � �BRICATIONLPLANTI WELDING BY WELDERS CERTIFIED BY A THIRD PARTY INSPECTOR AND
<br /> - - � � _ ALL ADJUSTABLE LEGS
<br /> , -, -,- -�-, 5'-0" IN ACCORDANCE WITH ANSI/AWS D1.2 CODE.
<br /> • WELD SIZES ARE EQUAL OR LARGER THAN THE ELEMENT BEING WELDED.
<br /> • WELDING IS ALL AROUND UNLESS OTHERWISE NOTED. CARE IS TAKEN TO AVOID EXCESS
<br /> WARPING OF WELDED ELEMENTS.
<br /> � G DOUBLE DOOR EXIT1/8" = 1'-0" � H A�TERNATE DOUBLE DOOR EXIT1/8" = 1'-0" � I DUMPSTER RAMP�/8" = 1'-0" • FABRICATOR TO CERTIFY ASSEMBLED PART ARE PER THE DRAWINGS PER IBC 1704.2.2.
<br /> BOLTS: �
<br /> 1-1/2"x12"x60"TRACTION TREAD PLANK (+32") • ALL BOLTS SHALL BE GRADE 5 ZINC PLATED, UNLESS OTHERWISE SPECIFIED. PROVIDE
<br /> 1-1/2"X12"X48" TRACTION TREAD PLANKS LOCKtNG YVASHERS UNDER ALL NUTS AND ANCHOR BOLTS UNLESS OTHERWISE Z •
<br /> � �� SPECIFIED.
<br /> 36" OSHA RAIL ON RAMP • HIGH STRENGTH BOLTS ARE DESIGNED AT LESS THAN 50� CAPACITY FOR ADDITIONAL J �
<br /> ` ' a � � �u� �m� �_ �� ACTOR 0 SAFETY AND DO NOT REQUIRE SPECIAL INSPECTION p� �
<br /> �.�._._��._..I ��-� � � � _._...�e..... b�w��.�, TECH FSCREWS:F
<br /> �
<br /> � ; i � _ � p , � 3 Q
<br /> a�-
<br /> ""`��`�"`�`� = I £ ; _ ; ; • ZINC PLATED �10x1�", SELF TAPPING. � �
<br /> � � ; in � ; ; P55 � P55 ; P55 ; p P54 ' P54 R
<br /> ' � ' _ ,
<br /> ;
<br /> ,
<br /> P55 Q P55 ' ; i � , � � 41 �t W
<br /> < <
<br /> �} r , �_.__�.........L-.t & E i s i '
<br /> ; �
<br /> . , a '
<br /> �
<br /> � � t,�.�����..�.,..,ww.�.m...�,<..mm_.:�..,e...�.....mm.,......u....�,�,_a� ..,......
<br /> a ,
<br /> 8 i � �.� .�m.��.��
<br /> 6 = �- �5' -, a �
<br /> ��������� ti
<br /> 10' 8� 10'
<br /> 5'-0", 6'-0" OR 7'-0"
<br /> Q
<br /> 42" OSHA RAII � �
<br /> Q �
<br /> ❑ � CUSTOM CONFIGURATION � � w
<br /> T-SHAPE EXTRUSIO
<br /> � ¢ 01/8" = 1'-0" . z z .
<br /> � ~ Q
<br /> I N v
<br /> i� � w �
<br /> �
<br /> O � �
<br /> �
<br /> 0
<br /> I
<br /> � �
<br /> . A AS REQUIRED N ;
<br /> o � �
<br /> 1 m �
<br /> � i� 0 `
<br /> (3) 1/2"4 BOLTS y4" NOSING RADIUS, `z `_ ' �.
<br /> EQUALLY SPACED THRU TOP & BOTTOM ;m c° ; O
<br /> 1/4" X 7" STAIR END o o ;
<br /> ALUMINUM PLATE (4) 3/8" BOLTS, TYP. PER � N i
<br /> , INTOPLATFORM. TREAD �
<br /> PLATFORM 3,4, OR 5 AL. TREADS PER ; �
<br /> HEIGHT VARIES � -9 STAIR. � ;
<br /> � p €
<br /> � 11" RUN \ ;
<br /> v 16 GA. X
<br /> rn ; c�
<br /> � ��� AL. STAIR � � : �; w
<br /> 47-15/16"
<br /> F- FLAT GALV. PLANK, o o :m o ; r=n
<br /> � STEEL, TYP. 2"x12"x48��
<br /> J ..............._.._._.._........__._i......_..._...._.....i_.._......._. .
<br /> ¢ 1/4" x 8" ALUM.
<br /> 1�"xl�"x�'� FILLER ANGLE. � PLATE CARRIAGE 7" RISE ? �
<br /> 3"X1-1/2"X.125" AL. � 7" RISE� ; W
<br /> 12" PLATE W/TECH PLACE ENDS UNDER TREAD o SEE DETAIL 5
<br /> SCREWS FOR HOLDDOWN ANGLE TO SECURE `� LEVEUNG FOOT U ; �
<br /> ALIGNMENT IN PLACE. 4'-3 1/2" S T E P DEfALL 2 - STAIRWAY ELEVA T I O N Z � O
<br /> 0'-5 3/4" SCALE: 1/2"=1' z
<br /> HANDRAIL BOTH SIDE OF RAMP 5 CLOSED E UAL RISERS (n ; Q �
<br /> 12" � � 4" MIN TO 7" MAX. HT. NOTE: � �
<br /> �� � --- �- STAIR TO MEET ANSI ICC A1 17.1-2009 � ~ �
<br /> i S' BRACKET W/TECH �- ----" TYPICAI. STAIR & LANDING PLAN
<br /> � SECTION 504 ANO 18C 2012 SECTION 1009 W
<br /> 0'-2 3/4" SCREWS �_ � ? � Q
<br /> � � � � �
<br /> "' �- ; W
<br /> 1�" SQ. TUBE, �° � ; � \
<br /> 1�"0 (TYP) �' THICKNESS, 6063 T6 ;
<br /> � 42" VERTICAL PICKET' GUARDRAIL ; �
<br /> HHS1�x1� (TYP) 3-3�4 Z w/BALLASTS TO PREVENT A 4" �
<br /> M � �--- T-SHAPE ( )$��4�x 4" LAGBOLT, 12 � �
<br /> T-SHAPE EXTRUSION END GALV. OR SDS300 @ EACH SPHERE FROM PASSING THROUGH p'-� ��2" � � Z
<br /> • WHEN OVER 30" ELEVATION, BOTH � Q � � Q
<br /> EXTRUSION PLATE S-FT PLATFORM SECTION s�oEs OF STAIR. HANDRAIL
<br /> � i� _ CONNECTION, � ' �
<br /> � � OPTIONAL END PLATE ADJACENT BUILDING � � o DEfAIL 6
<br /> ADDITIONA� 5'X5' SECTION A r� � W ' (�
<br /> • B RAMP CONNECTION ; (�
<br /> PLATFORM/S. S C A L E: 3��=1' 1/4" TRACTION 23�� 4"LONG X 1-3/4" � , W 0
<br /> TREAD X 1-3/4" X 0.25" 0 �
<br /> � � PLANK PLATFORM AL. ANGLE WITH (2) ' U G�
<br /> 1/4" TRACTION :� INSTALL BO�T WITH 1" 3/8" TRCK SCREWS � ; U �
<br /> SEE SECTION C SEE DETAIL 5 NOTE: USE THIS RAILING �� TRF1aD � MIN. CLEAR IN . INTO POST. WELD W : Q z .
<br /> PLANK - N HANDRAIL TO ANGLE ,
<br /> TYPICAL ELEVATION (WITH STANDARD RAIL) TOTA� PLATFORMRH GHT � � AROUNDRHOLE. (TYP.) � DEl'AIL 3 ALL AROUND. � ; Q
<br /> SCALE: �"=1'-0" d- � -
<br /> � 2" x 2" x 3/16" _ _ HANDHOLD �
<br /> ;� RECEIVER TUBE r- � SCALE: 1/2"=1'
<br /> 3"X1-1/2"X.125" AL. N 5" LONG (TYP.) W
<br /> SEE DEfAIL 6 FOR PLATE W/TECH 1/4" MARGIN, IYP.
<br /> �
<br /> HANDRAI� BOTH SIDE OF RAMP CONNECTION DE7AIL SEE DETAIL 3 SCREWS FOR 1 �" � STAIR PLANK,
<br /> FOR HANDHOLD ALIGN�IENT � 2" X 12" X �•� 781 �
<br /> PICKET � ' SECTION D 4g"
<br /> SUPPORT RAIL �
<br /> g' OR 10' LENGTH OF RAMP SECTION � PLATFORM SUPPORT RAIL &
<br /> HHS1�"x1Yz° 3 HOLES PER � SECTION B � COt�NECTION TO BUILDING
<br /> SUPPORT, TYP RRMP SUPPORT RAIL DEfAiL 1 - STAIR HAND RAIL ����Z�� AL. ANGLE,
<br /> D �"DIA. GRADE SCALE: 3"=1' TREAD STIFFENER 1�" =v� w g
<br /> SCALE: 1/2"=1' 3 16" THICK STAIR N W W �m �
<br /> 5 ZINC SCA�E: 3"=1' AL. VERT. HAND RAIL � f-_��cn= .
<br /> � ����x���>x.125 SQ. � 3�4�� w����g w�
<br /> � THREADED Q p w ��'
<br /> � 12" L O N G 1�"x 1�"x.1 2 5" S Q. ADJUSTMENT Z ��w v o
<br /> �"x.125 AL. ANG�E TUBE INSERT. WELD TO �w o Q�w
<br /> DOWN FOR TREAD. OPTIONAL ���� ~
<br /> T MIDDLE AND ON ADDITIONAL 5'X5' HANDRAIL BOTH - �� w cn
<br /> ENDS THROUGH 4"x4" AL. BASE PLATE w w =�z
<br /> ��� SIDE OF STAIR o W t-�w
<br /> PtATFORM/S. o z o`` "
<br /> HAPE. �° GRADE 5 � -
<br /> 80LTS. � �x2" AL. FLAT BAR THAT W_z o>-w
<br /> CONNECTS RAMP STRINGERS � 4" SQ. TYP. ���W���
<br /> o� ��o�
<br /> :12 = SLOPE, IYP. . 0'-4" ^I 23^ DETAIL 5 ��W W z�
<br /> SEE SECTION C • � = SGALE: 3'=1' � o'=~U'
<br /> o �'x1�" AL. PLATE WELDED TO LEVELING FOOT �>-�o Q�
<br /> � EXTRUSION TO MAKE CONTINUOUS PtATFORM z o- m �w
<br /> B 4x4xYa PIER BASE L SHAPE -g�=o EW--�
<br /> � • . �W/ (2) 5/16"0 _ INSTALL BOLT WITH 1" W��o�-�n
<br /> I ti H O L E S � C OR NERS �** M I N. C L E A R I N - 4" �W �w�o
<br /> � 4-11 FOR 10 RAMP SE TION STRINGER PLATE � o���m��
<br /> (2) �" BOLTS. 3'-11" FOR S' RAMP SECTION AROUND HOLE. (IYP.) cn Q�v N-�=z
<br /> SPACE 2" APART ON CENTER, p 2" x 2" x 3/16" � _ cn w�v w o�
<br /> TYP OF AL� HANDRAIL ANCHORS. WELD EXTRUDED T-BAR SHAPE ON ENDS 1 x1 x.120" SQ. TUBE CROSS NOSING DETAIL O � ����m
<br /> ��� ��� RECEIVER TUBE � ,,� z�o o �w
<br /> OF EACH RAMP SECTION MEMBER IN MIDDLE OF EACH RAMP -�'
<br /> ` USE (3) (GRADE 5) 1�" EQUAL SPACED SECTION. WE�� TO LEG POCKETS AND 5" LONG (TYP.) �
<br /> BOLTS WHEN JOINING RAMP SECTIONS BOTfOM OF EXTRUDEO L-BAR SHAPE. a o�p�Z o�
<br /> � 1/4" MARGIN, TYP. o�Z��w o
<br /> TOGETHER. S T A I R P L A N K w w 3 �
<br /> -(n J-
<br /> >i n (/��QcG?i'F-L�.1
<br /> TRT 16x16 ABS PAD UNDER NOTE: USE THIS RAILItdG 2��x12 x48 w o�w �
<br /> 1 1" SPEEDRAIL =��v~i W�
<br /> Posr w/��� SDS25112 POST TYPICAL ELEVATION (INSTALLED WITH GUARDRAIL) FOR TOTAL PLATFORM �� �� � .
<br /> FOOT TO PAD HEIGHT GREATER THAN 4" HANDRAIL TIE cn Z �
<br /> SCALE: �"=1'-0" 30-Ih1CHES. DETAIL 4 - STAIR HAND RAIL 1-1/2" AL. ANGLE,
<br /> SECTION C SCALE: 1 2"=1' 3/16" THICK STAIR DETAIL 6
<br /> RAMP END TRANSITION END LEG � TREAD STIFFENER HANDRAIL CONNECTION
<br /> SCALE: 3"=1' SCALE: 3"=1' •
<br />
|