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4. `t- <,.;Vi� 11 I Lei 02- tL i � N I r 0 I J I IV / � Z r' w r, TREATED AND COMPACTED SUBBASE TO L.B.R. (SEE DETAIL 34" CO NC FLOOR WITH 6 X 6 X 60. ANGLE. 3LZx3'� 27. FLOOR SLAB. 4" COSTEEL ANGLE WELDED CONTINIOUS i I 40. TO TOP CORD OF STEEL JOIST 02. CURBING. 6" X 1'-6" CONC CURB WITH 1 95 TiTTM-T..F REINFORCING OVER 6 MIL VAPOR Q W '- BARRIER ON COMPACTED TREATED FILL @ 95% 61. ANGLE. CORD OF ANGLE WELDED CONTINUOUS �-,.�.__ ___�__._�_,_.__ I +� - �DR1"-T�iIYH 1/2' PRE -MOLDED JOINTS @ 18 �`b�P CORD OF STEEL JOIST - - 1 0" O.C. ENTIRE PARKING AREA. DENSITY. 62. COPING. CONTINIOUS ALUMINUM COPING TO EXTEND' 12" w -� � _ 03. SIDEWALK. 4" CONC SIDEWALK WITH 6 X 6 28. FOOTING. 10 x 1-1/8" COND FTG WITH 3- 5 -,-% = T0/10 W.�.F REINFORCING -CONTROL JOINTS @ SINUOUS AND 4 BARS @ 32" O.C. ON TO ROOF DECK. PROVIDE DRIP AT RAIN GUTTER 1 ACROSS (SEE DETAIL 5/A-1)• 63. FLASHING. FLASH UNDER COPING AND HOLD WITH U 6'-0" O.C. CLIPS ANCHORED TO 2x8 BLOCKING- - 04. ARCHITECTURAL PAVERS. 1" ARCHITECTURAL 64. BEARING PLATE. BXBx, STEEL PLATE WITH HOOKED NON -SLIP EXTERIOR GRADE PAVERS (SIZE 12" 29. BLOCKING. P.T. 2 X 3 CONTINUOUS ANCHORED MASONRY EMBEDEO IN TIE BEAM, TYPICAL �4. X. 12") SET IN 1" GROUTING BED. T�Ar�C�@ 30" O.C. COUNTERSINK ALL ALL BEARING CONDITIONS W ` VJC'J 05. MUD SLAB. 2" CONC MUD SLAB WITH 10 X 10 BOUTS FLUSH. 65. TIE BEAM. 8"xl'-4" REINFORCED TIE BEAM WITH Q X 10/10'A.W.F REINFORCING. 30. GUTTER. 6" ALUMINUM BOX GUTTER. N�RS CONTINIOUS 06. BASE WALL. 8" C.M.U. WITH FILLED U BLOCK 31. TF!=ION. 3/4" R-11 RIGID INSULATION TOTAL 145 CONTINUOUS 8 1-#5 FROM CFILfAG TO UNDERSIDE OF METAL DECK. VERTICAL @ 4'-0" O.C. WITH 5/8' STUCCO 32. 'WALL CONSTRUCTION. 8" CMU WITH \ L}- EXTERIOR FACE AND 1/2" G.W.B. ON 3/4" INFORCING EVERY 2 - I r s_►C -� IZ Poo f; . ) -- _y - - P.T. FURRING STRIPS WITH 3/4' RIGID COURSES AND 1-#5 BAR VERTICAL @ 4'-0" INSULATION BETWEEN. O.C. (COORDINATE WITH DOOR PLACEMENT AND �(p I II "•i �� I-1p" --- 07. CONTROL JOINT. STANDARD 1/4 FRYE LINTEL) WITH 1/2" G.W.B. ON 3/4" FURRING WITH 3/4" RIGID INSULATION BETWEEN. 08. STOREFRONT. ALUMINUM STOREFRONT (0 iL-L- STRIKE EXTERIOR HORIZONTAL JOINT AND FINISA1TT) EQUAL TO KAWNEER TRIFAB PAINT C.M.U. ` I Qb ttt1 450 WITH 3/16" SOLAR GREY GLAZING WITH 33. BASE. 4" BLACK VINYL BASE TYPICAL WITH O I rL�► 65% TRANSMISSION. T= AND OUTSIDE CORNERS. " 09. CHANNEL . C8 X 11 .5 WRAPPED WITH 2METAL 34 • DOWNS MALUMINUM LU IN M DOWNSPOUT WITH I I " r y� C> STUDS AN 5/8" STUCCO TO MATCH FASCIA _ - - BEAM CONSTRUCTION. 35. SPLASHBLOCK. PRECAST. i 10. BOX BEAM. FALSE BOX BEAM @ THE CENTER OF 36. FOOTING. I -O" X 2'-8" REINFORCED CONIC T,iTNDaA-TdOLLION SYSTEM ONLY. SEE NOTE 11 77797•WITH 4-d5 BAR AT BOTTOM AND 1-45 Z' -� - �_-JI �, FOR SIMILAR CONSTRUCTION. BAR @ TOP, CONTINUOUS WITH #4 BAR AT 32" W W ^ �--- w---Cj4 11. FASCIA PANEL. W 14 X 26 WITH R.T. 2 X AND WRAPPED WITH 5/8" O.C. ACROSS. V STUCCO ON SELF FUYRICGAWNING METAL LCOBALT XN6IWOODDSILL WITH BULLNOSEr bT�-AAC`ftbiiF6•- 37. TIE BEAM. 8" X 16" TIE BEAM WITH 2-d5 - � 12. AWNING. 100% ACRYLIC ( 38. SILL 1 ' 7. _ _K_ ..� BLUE) 0 3/4" GALVANIZED METAL PIPE -[FAi'A'fED) . SEE DETAIL 9/A-5 FOR (�l }"•• I CONSTRUCTION. v kf \ I PARAPETSWALLRFFORDATTACCHMENT•BLOCKING @ 39. FLASHING. CONTINUOUS FLASHING AND Lu rDIIATEiiFCASHING TO EXTEND 12" UNDER Q Q -r�� '�"1 - 13. LINE OF WALL BEYOND. STEP C.M.U. AND ROOFING FELTS. i ;/�/ ION @ 45 PROFILE .r _- AND COVER WITH 5/8" 2 COAT STUCCO. 40. TIE BEAM. 8 X 8" U BLOCK FILLED WITH '�' ..„j L}�j i I .I �� II 2-00 14. PARAPET WALL. 4" 18 GA. METAL STUDS @ CONIC � ND 1-#5 BAR CONTINUOUS. I�"�-AiTfi 5/8" 2 COAT"STUCCO ON SELF 41. TURN DOWN SLAB. 1'-0" X 1'-4" THICKENED V vv j� �jCj FURRING METAL LATH ON 1/2 EXTERIOR 245 BARS CONTINUOUS (SEE G.W.B. WITH 3-1/2" FOIL BATT INSULATION DETAIL 6/A-1). �+ . R-19 BETWEEN. PROVIDE 1/2" G.W.B. @ 42. JOINT. 1/2" PREMOLDED EXPANSION JOINT @ Q -__ _._.-_ HEAD CONDITION OF STOREFRONT SYSTEM. ALL�LAB EDGES. , -- LL rl j - }'� 43. PARAPET COPING. 6" FACE ALUMINUM {.l.i 15. PARAPEwT. 5/8@ 16X PLYWOOD 235 LB CLEATS. GAUGE ISH BLACK WITH ANCHOR METAL S FIBERGLASS SHINGLES FOR VERTICAL 44. DEMISING WALL. 8" C.M.U. WITH ALL CELLS <- rJ APPLICATION. PROVIDE CONTINUOUS FILLED WITH ZRMICULITE AND FILLED CELL o i.1L¢- _ �' FLASHING ABOVE CANT. SEE DETAIL 7/A-5. AS INDICATED IN FOUNDATION PLAN AND r , 16. CANT. 4" CONTINUOUS FIBER CANT STRIP. JOINT REINFORCING EVERY 2 COURSES WITH Z 17/ STEEL BEAM. W-14 X 26 WITH CONT 3-1/2" 1/2' G.W.B. ON 3/4" FURRING TYPICAL BOTH d Ln -- - �/ 18. A'3-1/2" X-3/8" ANGLE WELDED TO TOP AND SIDES. [[ 11 BOTTOM FOR STUD ANCHORING. PROVIDE 3 X 45. 'WALL. 8" CMU WALL WITH JOINT REINFORCING v, + + 3 X 1/4" TUBE 'WELDED TO BOTTOM @ EPERY 2 COURSES AND FILLED CELL AS Q d n. LOCATION OF TRANSVERSE BOX BEAM AND INDICATED. 3/8" 2 COAT STUCCO BOTH '420 Z - CHANNEL ATTACHMENT FOR LATERAL BRACING. SIDES. G' ..� o19. ANGLE. CONTINUOUS 3 X 3 X 3/8" ANGLE CONTINUOUS BOTTOM CORD OF STEEL JOIST 46. ROOF CONSTRUCTION. 2 X 6 @ 12" O.C. IN (SEE NOTE 20) 2.2 X 10 @ FASCIA WITH 5/8" COX ROOF --a( °5 " 20. DIAGONAL BRACING. 418 GAUGE METAL DECK AND STANDING SEAM METAL ROOF WITH -S�CTNG @ 32' O.C. WELDED TO " PARAPET CONSTRUCTION AND CONTINUOUS RIBS @ 12 O.C. AND 15/8 EXTERIOR G.W.B. 1�_ ! ll . /f ,,,✓ ANGLE (SEE NOTE 19) • ON 3/4" FURRING WITH 5LA 2 COAT STUCCO j ON SELF FURRING METAL LATH. t) - ►. ' 21. CONC WASH. PROVIDE NO NON SHRINK GROUT 47. FRAME. 2 X 10 FRAME (PAINTED BLACK). DRAWN =ET -FRAM CENTER TYPICAL ALL BLOCK � PARAPET WALLS. 48• 777.2 X 2 'WOOD STOP (PAINTED COBALT 22. ROOF CONSTRUCTION. 3-PLY BUILT UP ROOF LATTICE. 'SY'STEM WITH BREATHER VENTS @ 150 SQ FT 49• LATTICE. i X 2 WAIN LATTICE WITH 1-1/2" CHECKED INTERVALS ON 2 LAYERS 1-1/2" RIGID XIRCULAR GRID (PAINTED WHITE) . N BOARD. (R-20 COMPOSITE) ON 1- 50. CIRCULAR FRAME. IOR PLYWOOD FRAME 6" INSULATION - IOR DIAMETER (PAINTED .DATE 1/2" METAL DECKING ON 12H3 STEEL JOIST @ COBALT BLUE). 4-1 5'-0"SPACING(METAL DECK SHALL MEET ALL 51 X 6 REVEAL (PAINTED COBALT M-a I i+ p„II 0 STRUCTURAL REQUYREMENTS FOR DESIGN REVEAL__ 2 (P SCALE I v - - - - SPACING). 52. HURRICANE CLIPS. PROVIDE HURRICANE HOLD. 23. STEEL BEAM. W 18 X 35 ST. BEAM WELDED FRAMING MEMBERS T(f•S�X-5/8" PL. ANCHORED TO ANCHORED TO 2 X 8 ANCHORED TO TIE BEAM. JOB NO REINFORCED FORMED AND POURED COLUMNS. ,,�.►• �' � .I ,/ . +� 53. PENT. 12 X 12 ALUMINUM VENT WITH INSECT •' /� j�'� "n� i I /i�,,� �j r� f�' "'' + ' " 'I �' I f "� -t 24. CEILING. 2 X 4 SUSPENDED , �v 4i"L.i�y t f` (/ t� }i_ZG� I✓ {� I 1-'t-* i%"'� ✓° �%'�' G fi �� l./ �Ci(E''N CENTERED EACH ROOF SOFFIT. SHEET - ACOUSTIC CEILING @ 8'-0" A.F.F.C. UNLESS FISSURED 54. CAULK. 1/4" CAULK JOINT TYPICAL ENTIRE -�� - /n ('. ,, J� G✓ �� -� COI OTHERWISE SPECIFIED. FERIMER ALL DOOR AND 'WINDOW FRAMES. 25. COLUMN. 8 X 1'-6" REINFORCED FORMED AND 55. REAR DOOR. 1-3/4" H.M. STEEL DOOR AND POURED -GONG COLUMN WITH 645 BARSMLIALFK}(pIE WITH JAMB ANCHORS. VERTICAL AND N4 STIRRUPS @ 12" O.C. 56. STEEM BEAM. W 14 X 26 (SEE NOTE 11)• HORIZONTALLY. 57. CASI M STANDARD WOOD RANCH CASING. 58. TNTERIO WALL CONSTRUCTION. 3" METAL STUD WITH I/Z" G.W.B. BOTH SIDES. SOUND INSULATE WALL AS INDICATED. unrwnmw]iSeI.MtM S•X�tM1� :t,:::-"�n1 Ott: 'i;•.'-". American Btueprmtmq 6 Suoply Inc