Loading...
HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/18/2017O N O N I N 1 ,It 0 0 J W 1 / }0 W J L I 3 r- 00 w J W w N O N J_ It m I V) 0 z 0 J m 0 Of z Q N J W Of a / 0 m Q 0 z cn V) Y T/BLK'G 0 PARAPET ELEV. + 18'-9 1/2" T/BLOCKING MrIl ELEV. + 15'-7" B TRELLIS ELEV. + 10'-8" jk T WINDOW _ IV ELEV. + 8'-0" T/SILL VrJ ELEV. + 3'-0" T/SLAB ELEV. + 0'-0" KEY NOTES: cnt lAl SIGN cni iAi e C1 ALUMINUM CANOPY SYSTEM (COLOR: GOLD) C2 ALUMINUM CANOPY TIE -BACK SYSTEM CM CORRUGATED METAL PANEL - SEE 1B/A5.0 C1 -COLOR: Cl = "CITYSCAPE" BY METAL -ERA F HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF SURROUNDING MATERIAL FB CO2— CO2 = BULK CO2 FILL BOX (EQPM SCHEDULE ITEM 49.00) BO = BULK OIL FILL BOX (EQPM SCHEDULE ITEM 700.18) - CONFIRM USE WITH MCD PROJECT MANAGER GR GUARD RAIL -SEE SITE PLAN FOR EXACT LOCATION AND LENGTH HP CEDAR HARDI BOARD PLANK BY JAMES HARDIE H1 \--COLOR: Hl = PAINTED "LOG CABIN" BM -2163-10 BY BENJAMIN MOORE aLIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL Ll -LED LIGHT: L7 = UP AND DOWN FIXTURE L2 = DOWN ONLY FIXTURE LE ACCENT LIGHTING - SEE ELECTRICAL L1 -LED LIGHT: L1 = UP AND DOWN FIXTURE L2 = DOWN ONLY FIXTURE L3 = INTEGRAL CANOPY FIXTURE L4 = UP ONLY FIXTURE LS "MCD PFSW BLEND" LEDGESTONE - BY BORAL - CONTACT: KEVIN RIEDY, (717) 377-2746 ML METAL LETTERING - BY OTHERS 8/TRELLIS ELEV. + 9'-4" 1 DRIVE THRU ELEVATION H1 H1 H1 H1 METAL FASCIA - COLOR TO MATCH CORRUGATED MF METAL PANEL - SEE 1/A5.0 1 -TYPE: 1 = PRE -FAB ANCHOR-TITE FASCIA 2 = PRE -FAB CUSTOM ARCADE FASCIA 3 = PRE -FAB MASONRY CAP FASCIA PB PIPE BOLLARD - PAINTED YELLOW (RMHC) COIN COLLECTOR PT UNIT ##WPT DT2000 STD CALL 1-888-743-7435 TO ORDER RE ROOF CAP ELEMENT BY OTHERS 2 REAR ELEVATION A2.1 4, _ �,_0„ FRO]ROOF DRAIN OVERFLOW PIPE PAINT TO MATCH W1 EXTERIOR WINDOW ASSEMBLY - TEMPERED GLASS SURROUNDING MATERIAL - SEE ASSEMBLY NOTES T7 ALUMINUM TRELLIS SYSTEM W2 DRIVE-THRU WINDOW BY READY ACCESS 600 SERIES, 36" SERVICE HEIGHT WITH TRANSOM - MANUAL OPEN; ELECTRONIC RELEASE XX T2 TRELLIS TIE -BACK SYSTEM SLIDE DIRECTION: RL =RIGHT TO LEFT LR = LEFT TO RIGHT T3 ALUMINUM TRELLIS 2" x 8" WALL FASCIA SYSTEM - REFER TO SIM. DETAIL 3 ON SHEET A5.1 RMcDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT. T/BLOCKING PARAPET ELEV. + 18'-9 1/2" T BLOCKING ELEV. + 15'-7" B/TRELLIS ELEV. +10'-8" T/WINDOW ELEV. + 8'-2 3/4" —� T/DOOR ELEV. + 7'-4" T SILL ELEV. + 6'-2 3/4" T/SLAB ELEV. + 0'-0" N� �Q S(1-i1—too wNP�- 5tk PIUX� wedtil NU�� z O f= IL 0 V) w 0 036-0023.00.0 z Iii A2 o 1 U) ELEVATIONS W } m Q '° C N Q ` a O �-° p` 0 0O o 0 W 1 W w X J Q. N 0 N (nEn a� v o �v° c o Q).Si 0 C V o n QUO q CC) O J w o�Oro N 0 0 p N i- 0 —+ Cc � 0�. a°yv -c °c Np -.i+ Uy— 0 CCr,EV '0 O 3— E C 0 p C U� O y O V p N 0 N! N U N _ N H C O Q J O N oQ v (v q U 0 c yQ- j) N.- C w U gyp.. cr N 0 VO O N ® W O 0 0 7 w0 y D 0 p Q N 0 ._�-'p 0 o 2 0 cu,3�o o ; 0 0 0 C d 0� O j N N U W -C Q30 CL 036-0023.00.0 z Iii A2 o 1 U) ELEVATIONS W } m o ~ w m m z o 0 W 1 W w X � 0 m 3 m W (nEn 0 o = V) D q CC) O J w N W U 036-0023.00.0 z Iii A2 o 1 U) ELEVATIONS C3 0 = V) O J zLL- W 0 � z o cr W � cn W r z z o z W 0 Q O iL ( U m Q no >p T:0 U) m V)cn ry D 3 LL. 3 mo LmLl _ w Z 3 u' D a Q 0 F- W�L0 O m 4 W M O 0 0 c O 1 LL,O U wo 3 3_3 LLJ (o N d c~ -i, o 036-0023.00.0 z Iii A2 o 1 U) ELEVATIONS O d - N O N t to N I O s� w 1 C� 0 V) J I t� 00 Qw W J w ry N O N J_ CL' d Q I V) O z 0 _J Z) M z V) 0 N =r w d 0 z V) V) Y jk T/BLK'G @ PARAPET ELEV. + 18'- 9 1/2" jh B TRELLIS ELEV. + 10'-8" T WINDOW ELEV. + 9'-4" ACCESSIBILITY SIGNAGE SEE GEN NOTE #6 ON A1.0 T SLAB ELEV. + 0'-0" 4 4 4 4 6UILU11vU MUUr«�3 6"H. CHARACTERS AND 3/4" STROKE1 FRONT ELEVATION T/ROOF CAP ELEMENT ELEV. + 20'-3" T BLK'G @ PARAPET ELEV. + 18'- 9 1/2" T/BLK'G 0 ARCADE ELEV. + 15'-7- T/WINDOW & B CANOPY ELEV. + 9'-4" T/SILL ELEV. + 2'-0" T SLAB ELEV. + 0'-0" 1 � 1 C1 ALUMINUM CANOPY SYSTEM (COLOR: GOLD) C2 ALUMINUM CANOPY TIE -BACK SYSTEM CM CORRUGATED METAL PANEL - SEE IB/A5.0 C1—COLOR: C1 = "CITYSCAPE" BY METAL -ERA HOLLOW METAL DOOR - PAINT TO MATCH COLOR OF D SURROUNDING MATERIAL FB CO2— CO2 = BULK CO2 FILL BOX (EQPM SCHEDULE ITEM 49.00) BO = BULK OIL FILL BOX (EQPM SCHEDULE ITEM 700.18) - CONFIRM USE WITH MCD PROJECT MANAGER GR GUARD RAIL -SEE SITE PLAN FOR EXACT LOCATION AND LENGTH HP CEDAR HARDI BOARD PLANK BY JAMES HARDIE H1 COLOR: H1 = PAINTED "LOG CABIN" BM -2163-10 BY BENJAMIN MOORE L❑ LIGHT FIXTURE (WALL SCONCE) - SEE ELECTRICAL L1—LED LIGHT: L1 = UP AND DOWN FIXTURE L2 = DOWN ONLY FIXTURE CHARACTERS VAND v3/4" STROKE 2 NUN —UKIVL-1 HKU LLLVA I IUN �A2.0 1 /4" = 1'-0" 9 ACCENT LIGHTING - SEE ELECTRICAL L1—LED LIGHT: L1 = UP AND DOWN FIXTURE L2 = DOWN ONLY FIXTURE L3 = INTEGRAL CANOPY FIXTURE L4 = UP ONLY FIXTURE LS "MCD PFSW BLEND" LEDGESTONE - BY BORAL - CONTACT: KEVIN RIEDY, (717) 377-2746 ML METAL LETTERING - BY OTHERS METAL FASCIA - COLOR TO MATCH CORRUGATED MF METAL PANEL - SEE 1/A5.0 1 —TYPE: 1 = PRE -FAB ANCHOR-TITE FASCIA 2 = PRE -FAB CUSTOM ARCADE FASCIA 3 = PRE -FAB MASONRY CAP FASCIA PB PIPE BOLLARD - PAINTED YELLOW (RMHC) COIN COLLECTOR PTI UNIT ##WPT DT2000 STD CALL 1-888-743-7435 TO ORDER RE ROOF CAP ELEMENT BY OTHERS RO ROOF DRAIN OVERFLOW PIPE PAINT TO MATCH SURROUNDING MATERIAL T1 ALUMINUM TRELLIS SYSTEM T2 TRELLIS TIE -BACK SYSTEM T3 ALUMINUM TRELLIS 2" x 8" WALL FASCIA SYSTEM - REFER TO SIM. DETAIL 3 ON SHEET A5.1 ❑S McDONALD'S SIGNAGE BY OTHERS - UNDER SEPARATE PERMIT. EXTERIOR WINDOW ASSEMBLY - TEMPERED GLASS W1 - SEE ASSEMBLY NOTES W2 DRIVE-THRU WINDOW BY READY ACCESS 600 SERIES, 36" SERVICE HEIGHT WITH TRANSOM - MANUAL OPEN; ELECTRONIC RELEASE XX SLIDE DIRECTION: RL = RIGHT TO LEFT LR = LEFT TO RIGHT T/BLK'G @ PARAPET ELEV. + 18'-9 1/2" 7/BLOCKING ELEV. + 15'-7" B/TRELLIS ELEV. + 10'-8" B/TRELLIS ELEV. + 9'-4" T/DOOR ELEV. + 7'-4" $� T/SLAB ELEV. + 0'-0" DDI bwS V ®ng;nal Submittal z O 0- U) U) W 0 w t - Q fl > Q) N v ooc vv��Oa�c to U N °a J boa .co 2,Qi-2 ° J ° oar v° o Qo c a a � o 3 °o O to W dp M U U � _ UC O c SN_ a y ar p �sasa°Gn. ° c N � c -00,i, µ' a O O cL ° N U C Oa -sem N p V 0° c O U C C ++ V7 .° N Etc o V E a 0 0 O �-+ X •+ N aN V Cala) 2-1 caw-'Oav U C U �L- c' — ® 0- c N w w 4V- V'12' V N 0 a 0 7 tam O app a O U n N t O o o 3��c0,3� o o a a 2 o 3 a a Ld � �'m�°44'i0 QN W0:5 U_ U Q5 j to (1).0 a: -4a) F- o_ 3 ° c U) a U)} > Q mm p w v m O IL ZmI 3w Lr) LU Ei5 0 a N N a W dp M O U O p � N � J til 036-0023.00.0 z i A 2 9 C) ELEVATIONS (3 �3 0 = U) O Z J til U tr Z 0 Of w ILLLJ U)} z W Z o Z W 0 _jr) _ 0 t M p Q a p > 2 U N m \ Z — _ Z Y iz n 3 �` U Q Q O it _ J V) w z 3 = �: w W t__ m Z in XLLw zo `� m a X � M L0 l- w 0 �c),�oo�00 ACV 3 3 -t 0 0 v~—i 036-0023.00.0 z i A 2 9 C) ELEVATIONS 0 I 0 N 20'-0" I I ,I„ I I I ' 18'j-8" 20' 0" 1 I I 1/2" E.J. W/ FILLER (7)—#5 x 6'-0" DOWELS z EXTERIOR CONCRETE SOG 0 7" THICK W/ #5 ® 16"OC N BOTH WAYS (f'c = 4,000 psi) / NOTE: 1. SEE SITE PLAN FOR LOCATION.. 2. SEE S4.0 FOR STRUCTURAL GENERAL NOTES. I 6" DIA. SCHEDL 80 GAl POST 2"..212_.9 /A" 11TC[-1 T IMY c c C\ 0 N 20'-0" 9 D- d- 00 LINE OF FOUNDATION 0 BELOW, TYP. 4'-8" 4'-8" 4'-8" 4'-8" —'"- HOLLOW METAL W/ DOOR e� NOTE: FLOOR DRAIN TO BE 0 LOUVERED VENT. SEE P.M. FOR INSTALLED IF REQ'D. BY CODE. SLOPE SLAB TO DRAIN. ADD'L. SPCIFICATIONS EXTERIOR CONCRETE SOG 6" 0 GALV. STEEL BOLLARD FILLED 7" THICK W/ #5 ® 12"OC 4 W/ CONCRETE - SEE CIVIL FCR BOTH WAYS CD- TYP. BOLLARD DETAIL (TYP. 0 4) (f'c = 4,000 psi) 1 1 1 1 1 1 I I I ,I„ I I I ' 18'j-8" 20' 0" 1 I I 1/2" E.J. W/ FILLER (7)—#5 x 6'-0" DOWELS z EXTERIOR CONCRETE SOG 0 7" THICK W/ #5 ® 16"OC N BOTH WAYS (f'c = 4,000 psi) / NOTE: 1. SEE SITE PLAN FOR LOCATION.. 2. SEE S4.0 FOR STRUCTURAL GENERAL NOTES. I 6" DIA. SCHEDL 80 GAl POST 2"..212_.9 /A" 11TC[-1 T IMY c c C\ 0 N 20'-0" 9 D- d- 00 0 —'"- HOLLOW METAL W/ DOOR e� LOUVERED VENT. SEE P.M. FOR ADD'L. SPCIFICATIONS 6" 0 GALV. STEEL BOLLARD FILLED 4 W/ CONCRETE - SEE CIVIL FCR CD- TYP. BOLLARD DETAIL (TYP. 0 4) 0 6" CONCRETE CURB STOP o N TYPICAL WALL REINFORCEMENT #5 @ 00 48" O.C. VERTICAL GROUTED SOLID I FULL HEIGHT W/ DOWELS INTO `t FOUNDATION. PROVIDE 2.-#5 BARS AT ALL CORNERS AND EACH END OF OPENINGS (f'm = 1,500psi) SEE CIVIL DRAWINGS FOR GRADING 6" b GALV. STEEL POST RILLED W/ CONCRETE - SEE 11 TE1.0 (TYP. OF 2) 00, 1 0 I \ I 0 0 ( I 0 / \ PROVIDE AND INSTALL - 1 "0 X 6" PIPE SLEEVE 0 FOR EACH CANE BOLT 0 I AT FULL OPEN AND CLOSED I NIt POSITIONS, TYPICAL. _N -0" FLOOR PLAK y'A • 3 CD - 20' -0" `• �- - -� �TYPICAL GATEDETAIL -1 N.T.S. 41 '-0" C ® VERIFY REQUIRED CLEARANCE WITH LOCAL TRASH PICK-UP SERVICE T CMU _WALL 4 EL. +9'-6" T CMU WALL , IF EL. +8'-0" T POST EL. +7'-10" SP -Cl T/SLAB � EL. +0'-0" _ • _ 3 ELEVATION CD -1 1 /4"=1'-0" FLASHING CAP - PAINT TO MATCH BASE BUILDIP FINISH EXPOSED AREAS TO MATCH BASE COLOR OF BUILDING PREFINISHED ALUMINUM /� FLASHING CAP - PAINT GUTTER & DOWNSPOUTS / TO MATCH BASE BUILDING d-\ T/CMU WALL �F EL. +8'-0" FINISH EXPOSED FRAMING MEMBERS TO MATCH BASE COLOR OF BUILDING T SLAB EL. +0'-0" 4 ELEVATION D7- 1 ��= _11 --o - PRECAST WALL CAP COLOR TO MATCH CB -C1 KEY NOTES: CB CONCRETE BLOCK SP -C1— COLOR: Cl = STANDARD CONCRETE BLOCK TYPE: SP = SPLIT FACE D] HOLLOW METAL DOOR - PAINT TO MATCH BLOCK D I--- I cB BARS SAME S12 SPACING AS ADJACENT BARS 0 m 'znfAti CORNERS 300b '-0" MI TYPICAL BARS SAME SIZE SPACING AS ADJACENT BARS INTERSECTIONS CORNER BAR ----DETAIL METAL COLLAR TO FIT /� OVER 6" OR 8"0 POST / GREASE AREA BETWEEN „ POST AND HINGE �— WELD TO FRAME 2"x3" TRIM ANGLE TACK WELD TRIM ANGLE TO THIS SIDE ONLY ALEMITE 1610—BL HYDRAULIC GREASE FITTING, DRILL & TAP HOLE (TYP. 8 PLACES) z 0 tr co w 0 00 e� m 3 SLOPE 3/8"/ FT. MIK .� SINGLE PLY MEMBRANE ROOFING z O 46 B.O. STEEL �, +9 -6 MEMBRANE FLASHING ADHERED TOCL _ BACKER 2 GASKETED FASTENERS w CD -Z GALV. METAL FASCIA CAP T.O. CMUNTH CONT. CLEAT - FINISH .. +8'-0"* PER ELEVATIONS WOOD CANT FASTENED TO WOOD NAILERS 2X6 MIN. WOOD NAILERS ATTACHED TO SUBSTRATE REINFORCING: ASTM A615, GR 60 VERTICAL -#5 @ 40" O.C. IN GROUTED FILL CELL. HORIZONTAL -(2) #5 @ TOP o & BOTTOM AND @ 48" O.C. �.' TYPICAL WALL CONSTRUCTION •- Ce #5 VERT. @ 32" O.C. TRASH 8" CMU (SOLID GROUT) BACKER EXTENDED BEYOND BLOCKING — — — — — — — MASONRY WALL SEE PLAN I FOR EXTENT RIGID INSULATION Q E.. GALVANIZED METAL ROOF DECK PER DETAIL 2/CD-6.a - PAINT TO MATCH BUILDING BASE COLOR #5 DOWEL CSD EACH HSS BEAM PER DETAIL 2/CD-6.a - I #5 VERT. PAINT TO MATCH BUILDING BASE COLOR w HSS COLUMN PER DETAIL 2/CD-6.a - .; CONT BOND BLOCKW� a PAINT TO MATCH BUILDING BASE COLORLai 0 5 GROUTED SOLID 2-#5 SEE PLAN FOR SLAB N FINISHED GRADE AT TRASH ENCLOSURE F oil OR PAVEMENT AS APPLICABLE ° (3) #5 CONT. , I 5" CONCRETE SLAB PER NCL Q a V GALV. METAL FLASHING DETAIL 4/CD-6.b. T.O. GRADE a 7//j N o 4) tq 10 dd yt 44 �4 4 a .0-0 \ d d d.. if a o V _ Q _ d e C b_ Q' d d p / a Q o 0 0 0 0 0 0 0 0 0 e / Q_ 1W a O.C. a a ������������������������������������������������������/#5 @ 16 d \/\\/\\/\\/\\/\\/\\/\\ �4 ��/ Sol \ j \% N u�• P \\\ \\\\/// �d \//\\//\ /` w w W •O P_ o x \/\/ v O a �i\//\\//\\///\� a c . .. Q ♦ : U N C N ipi •p O o O :D v N 0 O C a d 41,N p r ROOF PERIMETER � U 3.O N - N ujECTION U Cp—SN. CD— osi m Q .T.S T.S.N Q U ip C N p C.D'3++ p 0) L °= p � r U o y p C v� (A .a U y — p c C:. N ® •p O 3W E U C p C U o p 0 0 p O X a_ f" o U C o.c N U Q p� U ` ® ."- V) O N c to w U =+' p U C N (� N v= o vU- U a> oaaviy` � �.tamL`I_ SINGLE PLY MEMBRANE ROOFING. a` V poor , 0-0, SLOPE ---� MEMBRANE STRIPPING SHEET ADHERED TO BACKER 0' C � 0 w a -o zp� _ FASTENERS 3"-6" O.C., 1" STAGGER ow o o o o GALV. METAL FLASHING WITH 4" FLANGE - PAINT TO MATCH BUILDING BASE in `0 Uc �®yj COLOR CO �U = �ai too�r ' MEMBRANE SHEET EXTENDED BELOW BLOCKING (n " _ GUTTER SPACERS INSTALLED BETWEEN GUTTER BRACKETS — PREFINISHED ALUM. GUTTER & DOWNSPOUTS; FINISH TBD BY MCDONALD'S m F o rn m o w v=io v � o 0')CONSTRUC1ION MANAGER 3 Y w�) BEAM TO 4 2X6 MIN. WOOD NAILER ATTACHED TO SUBSTRATE o o � o c� v PLATE 4rn RIGID INSULATION 1/4 GALVANIZED METAL ROOF DECK PER DETAIL 2/CD-6.a - PAINT TO MATCH (3 o BUILDING BASE COLOR COLUMN _ o TO PLATE 5/16 HSS BEAM PER DETAIL 2/CD-6.a - PAINT TO MATCH BUILDING BASE COLOR z W ' R 1/2"x5"x8" � ` � Co�� o HSS COLUMN PER DETAIL 2/CD-6.a - PAINT TO MATCH BUILDING BASE COLOR r� '� DbD2��P w w GALV. METAL FLASHING t z z R 3/8"X7"X12" W/ (2) 1/2" DIA. X 6" LONG WHS CENTERED IN ADJACENT CMU ' "' "� 00- v CELLS Do bwvs (� 6 m o Q o > a m \ Z z _ ry C) 3 LA- w 3 QO L-WM_ O �5 V)w a Q Z � � in w w Z O Z m w U) w N o ate eceived r di Q O O O 0 3 O O (n M 3 (n o 3 TTER �NT. 1y 036-0023.00.0 Z -2 CD— S r o6gi al S�lbmittai w SECTIONS & DETAILS