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HomeMy WebLinkAbout0825.96.52J r . L — Ilk NOTEe COLUMN FOOTERS MAY BE SQUARE (A BOLTS) OR RECTANGULAR (6 BOLTS). REFER TO VENDOR'S DRAWINGS TO VERIFY ORIENTATION OF RECTANGULAR BASES RELATIVE TO ISLAM GROUP CENTERLINE. ��: •° , : N. PLAN VIEW ' D I MIENS I ONS "D". "L "W', Ec "X" TO BE SPECIFIED ON CANOPY VENDOR'S DRAWINGS LOCATE FOUNDATIONS AS SPECIFIED ON PLOT PLAN AND CANOPY VENDOR'S DRAWING ONE (1) 1" CONDUIT • ANCHOR BOLTS, NUTS, AND WASHERS FURNISHED BY CANOPY VENDOR AND .�, INSTALLED BY CONTRACTOR __1 , LOWEST FINISH ELEVATION K ADJACENT TO A CANOPY COLUMN LOCATION- - - - - -- - a --- -- - - - - - - - - - - - - - - - - - - - } CUT TOP OF CONDENSATE } I I DRAIN CONDUIT AT SAME z I ELEVATION AS TOP OF TOP OF "FIRST POUR" TO BE 18" BELOW CANOPY COLUMN BASE a,.LOWEST CANOPY COLUMN FINISH GRADE ELEVATION, PLATE FIRST POUR OF ALL FOOTERS TO BE SET AT I THE SAME ELEVATION. SEE PLOT PAN OR �. GRADING PLAN FOR ELEVATION. I x - JTjjrT .1,T • I I I- • I �'W •I I- f CONTRACTOR TO FABRICATE Y4" PLYWOOD INSTALL ONE %0 1" CONDUIT FOR CANOPY TEMPLATES FIXING ANCHOR BOLTS, LIGHTING AID FASCIA FIXTURES, REFER CONDUIT RISERS, AND CONDENSATE DRAIN TO PLOT FLAN' OR LIGHTING PLAN' RISER LOCATIONS AS INDICATED. ANCHOR DRAWIPM• FOR NUMBER OF CONDUITS BOLTS TO BE FURNISHED BY CANOPY VENDOR. REQUIRED AND AT WHICH COLUMN THEY ANCHOR BOLT ORIENTATION AND SPACING PE,R ARE TO BE INSTALLED. CA4WY VPt W S DRAWINGS. IF COLUMN MOUNTED INTERCOM SYSTEM IS REQUIRED, A 1111 CONDUIT FOR SAME IS TO BE INSTALLED AT ANOTHER CANOPY COLUMN IN LIKE MANNER AS SHOWN HERE (SEE PLOT PLAN). �� — — — — — — — — EXP. — — — — — JT. k ' r . L — Ilk NOTEe COLUMN FOOTERS MAY BE SQUARE (A BOLTS) OR RECTANGULAR (6 BOLTS). REFER TO VENDOR'S DRAWINGS TO VERIFY ORIENTATION OF RECTANGULAR BASES RELATIVE TO ISLAM GROUP CENTERLINE. ��: •° , : N. PLAN VIEW ' D I MIENS I ONS "D". "L "W', Ec "X" TO BE SPECIFIED ON CANOPY VENDOR'S DRAWINGS LOCATE FOUNDATIONS AS SPECIFIED ON PLOT PLAN AND CANOPY VENDOR'S DRAWING ONE (1) 1" CONDUIT • ANCHOR BOLTS, NUTS, AND WASHERS FURNISHED BY CANOPY VENDOR AND .�, INSTALLED BY CONTRACTOR __1 , LOWEST FINISH ELEVATION K ADJACENT TO A CANOPY COLUMN LOCATION- - - - - -- - a --- -- - - - - - - - - - - - - - - - - - - - } CUT TOP OF CONDENSATE } I I DRAIN CONDUIT AT SAME z I ELEVATION AS TOP OF TOP OF "FIRST POUR" TO BE 18" BELOW CANOPY COLUMN BASE a,.LOWEST CANOPY COLUMN FINISH GRADE ELEVATION, PLATE FIRST POUR OF ALL FOOTERS TO BE SET AT I THE SAME ELEVATION. SEE PLOT PAN OR �. GRADING PLAN FOR ELEVATION. I x - JTjjrT .1,T • I I I- • I �'W •I I- f CONTRACTOR TO FABRICATE Y4" PLYWOOD INSTALL ONE %0 1" CONDUIT FOR CANOPY TEMPLATES FIXING ANCHOR BOLTS, LIGHTING AID FASCIA FIXTURES, REFER CONDUIT RISERS, AND CONDENSATE DRAIN TO PLOT FLAN' OR LIGHTING PLAN' RISER LOCATIONS AS INDICATED. ANCHOR DRAWIPM• FOR NUMBER OF CONDUITS BOLTS TO BE FURNISHED BY CANOPY VENDOR. REQUIRED AND AT WHICH COLUMN THEY ANCHOR BOLT ORIENTATION AND SPACING PE,R ARE TO BE INSTALLED. CA4WY VPt W S DRAWINGS. IF COLUMN MOUNTED INTERCOM SYSTEM IS REQUIRED, A 1111 CONDUIT FOR SAME IS TO BE INSTALLED AT ANOTHER CANOPY COLUMN IN LIKE MANNER AS SHOWN HERE (SEE PLOT PLAN). .. : •.- ONE (1) 1- CONDUIT TO BE INSTALLED AT EACH COLUMN FOR ., CONDENSATE q COLUMN r I I 12" D ! A. , 12" SO., OR 10" SO. COLUMN BY CANOPY VENDOR. SEE CANOPY VENDOR'S DRAWINGS FOR SIZE REQUIRED. 12" SQ. COLUMNS TO BE USED IF BRICKED COLUMNS ARE SPECIFIED. IF COLUMNS ARE INSTALLED AT EXISTING LOCATIONS *IERE ADJACENT PAVING IS TO REMAIN, THE AREAS REMOVED FOR EXCAVATION AND TRENCHING ARE TO BE SAW CUT TO PROVIDE A NEAT, FINISHED APPEARANCE WHEN AREAS ARE RESURFACED.. t COL. ?' -Q" M I N_ I 2' -0" M I N_ (12" SQ. COLUMN SHOWN THIS DETAIL.) �� — — — — — — — — EXP. — — — — — JT. — , I CL N I EXPANSION JOINT ALL A" X 4" CONDUIT OPENING I CD J - -per•;; IN BASE PLATE OF COLUMN BY CANOPY VENDOR � � i DEPTH TO BASE PLATE - . 1111 - 1 I I• I, 1 . , LTTI I ''D . ' , - • ' , — rf.—` 'I ti `V -•, I� ,ic F - 10 O 1•' 1'- ' EXPANSION JOINT - FULL DEPTH v — OF SURROUNDING PAVEMENT ILI .. : •.- ONE (1) 1- CONDUIT TO BE INSTALLED AT EACH COLUMN FOR ., CONDENSATE q COLUMN r I I 12" D ! A. , 12" SO., OR 10" SO. COLUMN BY CANOPY VENDOR. SEE CANOPY VENDOR'S DRAWINGS FOR SIZE REQUIRED. 12" SQ. COLUMNS TO BE USED IF BRICKED COLUMNS ARE SPECIFIED. IF COLUMNS ARE INSTALLED AT EXISTING LOCATIONS *IERE ADJACENT PAVING IS TO REMAIN, THE AREAS REMOVED FOR EXCAVATION AND TRENCHING ARE TO BE SAW CUT TO PROVIDE A NEAT, FINISHED APPEARANCE WHEN AREAS ARE RESURFACED.. t COL. ?' -Q" M I N_ I 2' -0" M I N_ (12" SQ. COLUMN SHOWN THIS DETAIL.) �� — — — — — — — — EXP. — — — — — JT. — , I I EXPANSION JOINT ALL A" X 4" CONDUIT OPENING I - - I AROUND COLUMN FULL IN BASE PLATE OF COLUMN BY CANOPY VENDOR '•'D I,• '•'D '•'D DEPTH TO BASE PLATE air I ''D . ' , - • ' , - • • • ' ti `V ( TYP. ALL COLUMNS) ' EXPANSION JOINT - FULL DEPTH v — OF SURROUNDING PAVEMENT ILI = I r_ • : I" CONDO I TS i _ tj CL. LLJ - I INTERNAL DOWNSPOUT IF SPECIFIED I = I - �I ( SEE SECTION "A -A ") I .`- ' I POSSIBLE OUTLINE OF "FIRST POUR" x I BELOW. S I ZE AND CONE I GURAT I ON i EXTERNAL DOWNSPOUT `t 'y MAY VARY. REFER TO CANOPY VENDOR'S IF SPECIFIED DRAWINGS. .. b ( SEE SECTION. "B -B") 4- P. V, c 1 ilk JT I ----- - - - - -i I• —EXP. - - - -- - -I —=---- DOWNSPOUT /STORY DRAIN - SEE � "P PLAN" - - - --� - - - -- - - -7 1 P i X DRAW I NG OR OWNER' S ,•. I ENGINEER FOR SIZE. MATERIAL AND I 1 ROUTING — ---- - - - - -` - - - -- - - - -� DOWNSPOUT- TO-DRAIN A B CONNECTION. SEE or SECTION "A -A- OR "B 'HSTA�t COLLECTOR LINES ONLY IF SHOWN OM PIPING PLAN, OR DIRECTED BY OWNER'S ENGINEEIC OTHERWISE DOWNSPOUTS WILL OUTLET ONTO FINISH GRADE AT BASE OF COLUMN AND WILL BE COMPLETED BY CANOPY VENDOR. - PLAN VIEW INSTALL SEAL -OFF ON LIGHTING OR INTERCOM CONDUITS AT HAND HOLE. LIGHTING AND INTERCOM CONDUITS ARE NOT TO BE IN SAME MINK NK ' --- 4" X 6" HAND HOLE WITH COVER AND GASKET BY CANOPY VENDOR rr --- 1 � II -, II r - -- v II PROVIDE ACCESS PANEL TO HAND HOLE iI IN FACE OF BRICK IF BRICK VENEER IS II SPECIFIED. II II • - II �"` D I A. CONDENSATE WEEP I I E- IV- CONTRACTOR, . H&D CONCRETE " MIN. _..HIGHER AT I I '^ 111TtBIEST ADJAZfkT AVE- '1B:f<YT I ON TO WHICH "SECOND I I POUR" IS TO WTCH j v -N, I I � 11 •SLOPE,( TYP.) - r,,. II DO NOT ALLOW "SECOND -POUR" TO EXTEND (I M EDGE OF ADJACENT PAVEMENT OR ISLAND. , r X 3" X V INTERNAL DOWNSPOUT BY CANOPY VENDOR t EXPANSION JOINT ALL AROUND CANOPY COLUMN FULL DEPTH TO BASE PLATE EXPANSION JOINT FULL DEPTH OF SUMUO M I NG PAVEMENT ALL SIDES OF - SECOND POUR" II \ i X AFTER CANOPY COLUMN HAS BEEN SET AND TRUED BY CANOPY VENDOR AND APPROVED BY OWNER'S ENGINEER. CONTRACTOR IS TO PLACE NON - SHRINKING GROUT BENEATH BASE PLATE. REFER TO STANDARD SPECIFICATIONS. DIV. 3, ITEM 18 FOR APPROVED TYPES. INSTALLATION OF GROUT TO BE APPROVED BY OWNER'S ENGINEER PRIOR TO PLACEMENT OF "SECOND POUR". 1 I r------------------- - - - - -- ONE( 1) JOINT ON EACH SIDE OF FIRST COURSE OF MASONRY IS TO I ' -D • . • - '• D • , - '''D ' .: '•'D . - I BE LEFT VOID OF MORTAR TO ALLOW I _ D - , , , ', - _ D. -' - , • , , _ D' ' , • ' I CONDENSATE TO DRAIN FROM CAVITY I ' ' • - i I , • I INTERNAL DOWNSPOUT IF SPECIFIED I t -SEE SECTION "A -A ") I D D' , EXTERNAL DOWNSPOUT 12" SO. COLUMN BY CANOPY I F SPECIFIED VENDOR WHEN BRICKED I - _ I.'- I (SE� SECTION "B -B") fOLUMN IS SPECIFIED I ,�p : ♦'.•D. '.�;•''.:r�''D. 'D L------ - - - - - ------ - - - - -I �- ------- - ---i- I -- _- - - - - -- Nd� • REMAINDER OF DETAIL TYPICAL PS DETAILED AT LEFT IF COLUMNS RECEIVE BRICK VENEER TREATMENT WITH EXTERNAL DOWNSPOUTS, THE DOWNSPOUT IS TO BE INSTALLED ON OUTSIDE OF BRICK VENEER (SEE BRICKED COLUMN PLAN VIEW.) PLAN VIEW j BRICKED COLU ZURN OR JOSAM HEAVY DUTY TRAFFIC RATED, _ COATED CAST IRON CLEAN OUT MR 6" PIPE , W I TH ROUND BRONZE OR CAST I RON CAP. — 4" X 3" X INTERNAL ADJUST TO MEET FINISHED CONCRETE Ei:VATION. 3" DOWNSPOUT- TO -ORAIN CONNECTOR DOWNSPOUT BY CANOPY VENDOR BY CANOPY VENDOR PVC CLEANOUT PLLUG 3"' N, P. T. X 4" PVC - 4 AND FElMAVAD TRRAND PIPE INCREASER i NIPPLE IF EXCEEDS B") 8" PVC PIPE TO ACT • . - - • - ' AS SKIRT TO ISOLATE - F' PAVEMENT MATERIAL FROM CLEANOUT RI SER f° PVC 6" X 6" X o" PVC ' SANITARY REDUCING TEE 6" PVC NIPPLE , •'� ', •, , �� :; ,• t.. • ' . Q' •' LENGTH AS REQ. • • Vie • • - • • • • • ` I _O" M I K 4" COLL TOR f TOP OF "FIRST POUR"' IIII II I r i 16 M I K -8' OR LMGER COLLECTOR I ELEVATION PER PIPING OR GRAD I NG PLAN I I I I fill- fill II I 66- SAN I TARP .TEE OR I xv. PER V REDUCING PIPING PLAN SANITARY -Ta / • - SEE PIPINQ PLAN TO VFJNIFY SIZE OF DOWNSPOUT COLLECTOR PIPE. SECTION "A —A" ! I INTERNAL O WNSPOUT f • - ZURN OF1 JOSAM HEAVY DUTY TRAFFIC RATED, COATP CAST IRON CLEAN OUT FOR 6" PIPE 4" PVC COUPLING WITH DOWNSPOUT W I TH ROM BRONZE OR CAST 'IRON CAP. ADAPTER I Nlsf "tRT ADJUST TO MEET FINISHED CONCRETE ELEVATION. PVC NIPS - LENGTH AS t PVC CLEANOUT PLUG REQ. TO COUPLE FITTIMS AND MALE ADAPTER 4w 90' PW; aim rt ( FEMALE ADAPTER AND NIPPLE IF "X" EXCEEDS B") - • , • . • : • . , r> , , 8" PVC P 1 PE TO ACT " AS SKIRT TO I SOLATE % • " ; , ° , . ' -PAVEMENT MATERIAL FROM 4" PVC CLEANOUT RISER 6 "X6 "X4"PVC rAl r l SANITARY REDUCING TEE D ,' '• ' 6" PVC NIPPLE •• • • �•••• ti� •' , LENGTH AS RED. I( I I I A II IIII �I I'-(r MIN. -6" COLLECTOR I TOP OF "FIRST POUR' I I IIII I + I ' I' -6" MIN. -8" OR LARGER COLLECTOR ( ELEVATION PER PIPING OR (III II I GRADING P L AN F I'' -I' -i*t t r • 1' I I f IIII I I I G" DOWNSPOUT R I SER ( P. V. C. ) I I i IIII I I I ' .I - D " • I ( 11% I I - D = • - ROUTE TO STORM DRAIN PER PIPING PLAN ( IIII . I • I . , • • • I h , . ♦ I • , I I NV. PEA i I I I I I I OR OWNER'S ENGINEER. 6" SANITARY TEE OR I NV. PER I I IIII I = I - �.�♦ _ 'I I P PIPING i NG PLAN 11 I I I �" X 0" X 6 RM, I NG PIPING PLAN ' I SANITARY TEE 16 ~ ' ' •'D ; '?t<' '-', -'• {' : ''� i;', p '- ' , ', SEE P i P 1l�iG PLAN TO VERIFY SIZE OF DOWNSPOUT COLLECTOR PIPE. 174 STATE OF k. 4 . ; ,I `, �- J�,. _ ' �� ..� ' ' , ♦ 7. I I� �\ I SECT [ON "B—B"s,�.� �,, �. - •. , - I D• I 1 F DOWF15A4EIT I S AT THE END \\ I - .� A - ��'; - OF THE LINE. USE 6" 90• \� EX ERN L DOWNSPOUT L ELBOW OR G" REDUCING ELBOW j , I ' , "•� = i I OF SIZE AS REQU I RED INSTEAD /( ' • ' . • ' �' ,. I OF SANITARY TEE. — � ® 1968 MARATHON PETROLEUM COMPANY J n '1 � C 5061035224. DGN, D D D D SEE "F I RST POUR" ,. . ' ` DETAILS AT LEFT I I . ............... I Mamflwn >� - -- ---------------- IMARATHON ■ ■ ■ ny Findlay ' Ohio 4WD " 'I REINFORCING BARS FURNISHED ANd I NSTA ONE (1) CU. FT. (M i K) INSTALLED BY CONTRACTOR. SIZE AND �`- Ca' COARSE GRAVEL AT CONDENSATE SPACING AS SPECIFIED ON CANOPY DRAIN OtRET ` VENDORS DRAWINGS. _ �• 'jREUMII�Y A/► _ DATE FINIAL A". DATE - 0. R wLARKY STANDARD' CANOPY BASS SECTIONAL ELEVATION . - _ • � WON ` SECT I. kAt ELEVAT K,? N120 11 q*m RAM X�Lmwwto OL 's - J • � , .."l �,L' N` x - . r pole No !' .� 3 a- inn T a tt 1 , EC D- -P/OUR r , r _ r r e ,. .fir 1 �. _ 4 _ a. -,... .`. - r. r 3 _ . � •' ,2.. ,-, t r. r a ) . x . � ,�.. -.,^.. ?�. .� .�.7F"ie . • , � _ i �+ < r < fir' -,.•. r . _ _ _ _ _ • � , •. 1 �.r� .. TSB _ 3 a., � .. ,... .: _. .. _ . � �,�,, " .. a � _ '¢"-• ».. ti `V j BRICKED COLU ZURN OR JOSAM HEAVY DUTY TRAFFIC RATED, _ COATED CAST IRON CLEAN OUT MR 6" PIPE , W I TH ROUND BRONZE OR CAST I RON CAP. — 4" X 3" X INTERNAL ADJUST TO MEET FINISHED CONCRETE Ei:VATION. 3" DOWNSPOUT- TO -ORAIN CONNECTOR DOWNSPOUT BY CANOPY VENDOR BY CANOPY VENDOR PVC CLEANOUT PLLUG 3"' N, P. T. X 4" PVC - 4 AND FElMAVAD TRRAND PIPE INCREASER i NIPPLE IF EXCEEDS B") 8" PVC PIPE TO ACT • . - - • - ' AS SKIRT TO ISOLATE - F' PAVEMENT MATERIAL FROM CLEANOUT RI SER f° PVC 6" X 6" X o" PVC ' SANITARY REDUCING TEE 6" PVC NIPPLE , •'� ', •, , �� :; ,• t.. • ' . Q' •' LENGTH AS REQ. • • Vie • • - • • • • • ` I _O" M I K 4" COLL TOR f TOP OF "FIRST POUR"' IIII II I r i 16 M I K -8' OR LMGER COLLECTOR I ELEVATION PER PIPING OR GRAD I NG PLAN I I I I fill- fill II I 66- SAN I TARP .TEE OR I xv. PER V REDUCING PIPING PLAN SANITARY -Ta / • - SEE PIPINQ PLAN TO VFJNIFY SIZE OF DOWNSPOUT COLLECTOR PIPE. SECTION "A —A" ! I INTERNAL O WNSPOUT f • - ZURN OF1 JOSAM HEAVY DUTY TRAFFIC RATED, COATP CAST IRON CLEAN OUT FOR 6" PIPE 4" PVC COUPLING WITH DOWNSPOUT W I TH ROM BRONZE OR CAST 'IRON CAP. ADAPTER I Nlsf "tRT ADJUST TO MEET FINISHED CONCRETE ELEVATION. PVC NIPS - LENGTH AS t PVC CLEANOUT PLUG REQ. TO COUPLE FITTIMS AND MALE ADAPTER 4w 90' PW; aim rt ( FEMALE ADAPTER AND NIPPLE IF "X" EXCEEDS B") - • , • . • : • . , r> , , 8" PVC P 1 PE TO ACT " AS SKIRT TO I SOLATE % • " ; , ° , . ' -PAVEMENT MATERIAL FROM 4" PVC CLEANOUT RISER 6 "X6 "X4"PVC rAl r l SANITARY REDUCING TEE D ,' '• ' 6" PVC NIPPLE •• • • �•••• ti� •' , LENGTH AS RED. I( I I I A II IIII �I I'-(r MIN. -6" COLLECTOR I TOP OF "FIRST POUR' I I IIII I + I ' I' -6" MIN. -8" OR LARGER COLLECTOR ( ELEVATION PER PIPING OR (III II I GRADING P L AN F I'' -I' -i*t t r • 1' I I f IIII I I I G" DOWNSPOUT R I SER ( P. V. C. ) I I i IIII I I I ' .I - D " • I ( 11% I I - D = • - ROUTE TO STORM DRAIN PER PIPING PLAN ( IIII . I • I . , • • • I h , . ♦ I • , I I NV. PEA i I I I I I I OR OWNER'S ENGINEER. 6" SANITARY TEE OR I NV. PER I I IIII I = I - �.�♦ _ 'I I P PIPING i NG PLAN 11 I I I �" X 0" X 6 RM, I NG PIPING PLAN ' I SANITARY TEE 16 ~ ' ' •'D ; '?t<' '-', -'• {' : ''� i;', p '- ' , ', SEE P i P 1l�iG PLAN TO VERIFY SIZE OF DOWNSPOUT COLLECTOR PIPE. 174 STATE OF k. 4 . ; ,I `, �- J�,. _ ' �� ..� ' ' , ♦ 7. I I� �\ I SECT [ON "B—B"s,�.� �,, �. - •. , - I D• I 1 F DOWF15A4EIT I S AT THE END \\ I - .� A - ��'; - OF THE LINE. USE 6" 90• \� EX ERN L DOWNSPOUT L ELBOW OR G" REDUCING ELBOW j , I ' , "•� = i I OF SIZE AS REQU I RED INSTEAD /( ' • ' . • ' �' ,. I OF SANITARY TEE. — � ® 1968 MARATHON PETROLEUM COMPANY J n '1 � C 5061035224. DGN, D D D D SEE "F I RST POUR" ,. . ' ` DETAILS AT LEFT I I . ............... I Mamflwn >� - -- ---------------- IMARATHON ■ ■ ■ ny Findlay ' Ohio 4WD " 'I REINFORCING BARS FURNISHED ANd I NSTA ONE (1) CU. FT. (M i K) INSTALLED BY CONTRACTOR. SIZE AND �`- Ca' COARSE GRAVEL AT CONDENSATE SPACING AS SPECIFIED ON CANOPY DRAIN OtRET ` VENDORS DRAWINGS. _ �• 'jREUMII�Y A/► _ DATE FINIAL A". DATE - 0. R wLARKY STANDARD' CANOPY BASS SECTIONAL ELEVATION . - _ • � WON ` SECT I. kAt ELEVAT K,? N120 11 q*m RAM X�Lmwwto OL 's - J • � , .."l �,L' N` x - . r pole No !' .� 3 a- inn T a tt 1 , EC D- -P/OUR r , r _ r r e ,. .fir 1 �. _ 4 _ a. -,... .`. - r. r 3 _ . � •' ,2.. ,-, t r. r a ) . x . � ,�.. -.,^.. ?�. .� .�.7F"ie . • , � _ i �+ < r < fir' -,.•. r . _ _ _ _ _ • � , •. 1 �.r� .. TSB _ 3 a., � .. ,... .: _. .. _ . � �,�,, " .. a � _ '¢"-• »..