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HAY JR. 5422 SW PROVAU AVE. n ARCADIA,FL,34266 IL 1 V ■ a L.a...,l;lll { .■.I III I I I ;. .. ,JI;UIIlil6 II±I �1 PICAL CAL �- �i IIIII�lllhl�fl��j►►►II„I�1�1111��ili�i � •... a,pi lA,l il...a. = Irt�l.g7 GUMD HEIGHT I - I 11111111[I111!fl lvl7 �I ��I!I ��I.1!I�!. /I ELEVATION I III �N!I4'III,I►I �1� �I f��ti�F` © ��illlli�i-.i���-�II6 I 1 111111JI I 1 i IIIIYI 1 `T•`'V'l�ll'i'I�VIIII�I I Ili 1 III I'll I 1 ���.l�i 11 II � .� y 11 IP � !,,!,;..,; 1 Ii. ill�il � 1 n Il, I�illlll�g� �ly�l►�►I�►►► (IIIII II 1;�1.-, (p (IIIII III1�1 i1'll� 1 I'I� (I $Jry I �►► �I�!� !�P� lul �I;I 1'I I I �I4. �,,►��.�,,}�� �Illlllalllf,� I�III�--=� I I �� I � Id�Jl6�l ������►�I���������(� �1����� i C =, BULGING SIDE I II li i ICI '� II IIIIO!III� 11I � 1 I � a 4IIIII�II�I�I� ♦ I II Yk 1 �\►I II LI 1'I SSSI � � 1 li ► IIIIIik1 II IIII11 ii, I a ��. i II ul iiii I�pI III i i (IIIIIAIII llll ii i , Illlr tl lei IIIII � fln 9�� � � Ili_` 1'llll lglll 11 II.I) I fl l�llll lr I I I I� *s:i�• _—II .I ��� n ' \II_. 6. (III 1 III'il Y IIIII{/I��'►►►�II►,`�IU�� l I��'+�N Iil � I` I III (IIIII �i'�' • SIZE • CMS0002 4`1 UP -- STAIR PLAN VIEW SCALE: 1/2"=1' 'w.a�.. carts: mw:.xs.n++re zon.io.�o.da.ui. s. fW�o.a em.were mm rs�wacsna smrncx.r mo.r,. c rna ai."m a.ow w:o�..r..aryo. owc�: �n.r�e. wsu°.w'.w yua�wnuc.. ".� � e Irnm�x2Ear."1 MIN. 11" TREA MAX HEIGHT 7" 12'X72" FOOTING W/ (2) #5 REBAR THRU POSTS ONE EACH WAY TYP. STAIR PROFILE VIEW SCALE: 1/4"=V #5 REBAR FOOTING PLAN VIEW SCALE: 1 "=1' {I 04' MAX SPACING TYP. La a —Y —4"x4" P.T. POST TYP. = a m >J 1 2"X10" PERIMETER GIRDER ATTACHED I \TO POST W/ (2) 3/8'X 5 1/2' CARRIAGE ; U BOLTS. 2"X10" JOIST TO BE ATTACHED i v TO GIRDERS W/ LUS 28 TYP. Z O in cc U I z w c mw O I " W E20 O OO I zp 0 7y< z� - � \ Q \ \ ' § N' `! . �� �j 2- ] ( / 0 R > § § K / an ( -to \ b § ! ! < ° w E : \ \40 ) / \ / j \ . � � } ) ! j 00 § \ \ § \ �. . . . . . . � � /� �{ � • � . /( � � � 12" SQUARE. UB- WALL TOP S BOTTOM RAIL IITYIIInl 1 G Q �-11?x t 12' x VB' ANGLE PICKET W ELOED TO TOP & BOTTOM RAIL (TYPICAL) DETAIL 3 TYPICAL RAMP GUARD (VIEW M UE SHOWN Ai DETAIL 4 RAMP LEG & GUARD CONNECTION SCALE 1.4 UARD ELEVATION 5 TYPICAL RAMP CROSS SECTION ream 114' CLEARANCE O WELDED TO BRACKETS) l3 BRALKETSIRANIP HANDRAIL) op ews�o DETAIL 5 TYPICAL RAMP HANDRAIL 8 BRACKET SCALE 12 (SHOWN PERPENDICULAR TO GUARD FOR CLARITYI p CMS0002 I 2 SfAIE 1 101 1 SHEET 401 1 - c, in-NANDRAIL ITVPIcaL) za^ u' i I HANDRAIL AINER ASSEI.tBLY i \—A16'-34 STAINLESS STEEL SOCKET HEAD JOINER SET SCREW _ ES r-z SECTION ES-E5 HANDRAIL CONNECTION DETAIL -- - 1'1 SCALE (TYPICAL ALL LOCATIONSI 5116•-18 STAINLESG STEEL BUTTON- I -HEAD BOLT (THREADED INSERT IN HANDRAIL TSHOVM) \ 05. BRAIN OR a' \ ANCHORING IIOLE [ 18 BTAINL STEEL BUTTON HEAD BOL? WRH TOP TII3 F WVI 'WASHER (TYCAL AT ALL LCOPPTTACHMENMENTLOCATIONS) / FOOT GUSSET (3 P15) ` `1 i6 _— i-RAMP 61 RAIL END PROTECTOR CAP N NEEDED IN PLACE I © r/ TB -SQUARE 1S- HP AT START OF RAMP 6g POLYMER FOOT °8 SECTION DS-D5 -j•--� (VIEW MAYS 6HOWN ROTATEDI 12"SQUARE % VB"WALL LEG 11.. A (LENGTH VARIES MATH LOCATION) a. + 16•4e zwc PLATED Bolr 22 WITHLOCKNUTTHROUGH RAMPSURFACE B. FOOTE LEG 8 5. 8 SECTION FS-FS TYPICAL FOOT DETAIL SCALE 1:2 SUPPORT TUBE BRACKET - 2—c_/U FOOT LEG SETSCREWS LEG MONECaflEPROWCi51H4 WE0R6wG �E: z'ESS ]oa NnwaxxEEavE. xox SECTION G5-G5 �uq AL40.Y0. Wa 980%.]�W SCALE 1:2 u,+ron.oLscMwE�u.Eo SIZE DWG NO. REV CMS0002 3 h PEFwiBOv a+caul SCALE:+.S SHEET 50F6 1'. 'SQUAREX 1R WALL LEG S lV-18 GRADE 5 RI CARRIAGE BOLT W1 WASHER & NUT ON (VASSEMBLX) NOTE'&W BRACE A55EM 'ESCOME ASSEMBLED WITHTHE CENTER BOLT NUT &WASHER THEN ARE FI ELD CUT&DRIL LEOATTHEENDS OFIT THESPECIFICLOCATIDN