|
F.F.
<br /> APD
<br /> '0 i�
<br /> 6-8" O HSS 6x6x1/4. EMBED IN 18"
<br /> 14"x36"WALL CAPS, 8" CMU STONE O DIAMETER x 3' DEEP CONCRETE
<br /> HANDALSTONE M-51x14 COVERED WALL, TYP. POSTAL FOOTING WITH #4 BARS. SEE
<br /> #5 @ 24" OC �j LOCK BOX \\ STRUCTURAL& DETAIL 4/A1.6 American Property Development, Inc.
<br /> 6 1/2 x 6 1/2 TILE ON POSTAL LOCK BOX \\\ 4 x8x16 CAP, TYPICAL 15 Lake Bellevue Drive,Suite 200
<br /> 8" CMU STONE COUNTER WITH 8" CMU WALL, SPLIT FACE, KHAKI Bellevue,WA 98005
<br /> COVERED WALL, BACKSPLASH AND BULLNOSE V-74 \�\ COLOR, GROUT SOLID, WITH#4
<br /> • TYP. EDGE, DAL CASTLE DE VERRE • �1 BARS @ 16" CO EACH WAY
<br /> CV11 1/4" x 4" L - CONDUIT TO GATE
<br /> T.O. Counter METAL T.O. Counter
<br /> II
<br /> 2'-10" LEDGER 2'_10"
<br /> ' BBQ UNIT
<br /> CULTURED �
<br /> CONCRETE } - 4x4 TS, 6"
<br /> STONE OVER LL
<br /> PAVER TRIM CMU POWDERCOATED `0
<br /> ui GAS BBQ
<br /> CULTURED STONE SLOPE FLOOR INTO o ACCESS DOORS, 18" DIAMETER x 2' DEEP
<br /> OVER CMU WEEP HOLES
<br /> w SIZE PER MFR CONCRETE FOOTING 1'-8°'
<br /> AT THE BACK, TYP. u- 13 -
<br /> F.
<br /> CONCRETE < FF. 1/4" STEEL � ° ° � °
<br /> 1111111111111111: ° 0-0
<br /> FOUNDATION ., illllllllllll: 0'-0" BASEPLATE WITH 4 �O /�/�C
<br /> -III=111= ° I11=III= :` ANCHOR BOLTS AND � 5 y
<br /> - ° ° ° ° ..a ° ° a 1=III= I - ° ° ° a ° a 1=III- NUTS I 6"THICK SLAB /
<br /> ° ° _ CONCRETE III- ° ° ° III—II. >`
<br /> FOUNDATION -I° ° < ` a ° 5'-0" ° ° 1=1I1=i W/#4 REBAR @ 18" O.0 C)
<br /> II
<br /> . 4 °° I� ° �I-1�1-
<br /> -IIIO.C. EA WAY 14 ° ° -III EA. WAY
<br /> I_ ° 1'-6" J FATAH BOUALAMALLAH
<br /> I1= BOTTOM I =1I1=1'
<br /> =1 ��• 1=11 =1 a ��• 1=11 18" DIAMETER DEEP -37782
<br /> ° ° ! - J
<br /> -� - - - - °- - - - - - i�l - - - - - - POST FOOTING
<br /> ° °
<br /> M - - - - - Barbecue SectionK'1`� M - - - - - - 86rb"
<br /> eue Section 5 Postal Lock box 13 Refuse enclosure section 17 RENEWAL DATE
<br /> #4 BARS @ 16" O.C. SEE DETAIL 1 FOR FDN. „_ �� � ��
<br /> _ -9 03/31/2
<br /> 1/2"=1'-0" REINFORCING 1/2 -1 -0 1 =1 —0 1 /4"=1 '—�" _ Al OF CAS- O
<br /> 5.5 WELDING NOTES
<br /> ALUMINUM BALL 1. WELDING PROCEDURES, ELECTRODES, AND WELDER QUALIFICATIONS SHALL CONFORM TO THE "CODE FOR WELDING IN COPYRIGHT © 2005, ALL RIGHTS RESERVED
<br /> BUILDING CONSTRUCTION", AMERICAN WELDING SOCIETY (AWS), D1.1 AND THE AISC "SPECIFICATIONS FOR THE DESIGN,
<br /> 1'-6" 8'-0" 8'-0" FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS."
<br /> SOLITAIRE SRS1 GLOBE 6„ 2 x 2 TS CROSS BEAMS 2. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATION TESTS AND SHALL BE CERTIFIED SUBMITTAL/REVISIONS
<br /> EXTERNAL LIGHT, LED 4'-0"
<br /> STATIONARY NOTE: GRAPHICS OF LIGHT Y 3. PROJECT WELDING SHALL BE PERFORMED ONLY IN ACCORDANCE WITH WELDING PROCEDURE SPECIFICATIONS (WPS) # DATE DESCRIPTION
<br /> /. . . SUBMITTED
<br /> TRUCK FIXTURE IS CONCEPTUAL 3 x 6 TS BEAMSTYPICAL ACCCORDANNCEYWITH AWS THE TD.1 RACTD1R.4 CDURRENT EDITION.REVIEWED BY THE EOR AND PROJECT WELDING INSPECTOR. THE WPS SHALL BE IN 11-15-19 Bid Set
<br /> 4. WELDING OF STRUCTURAL STEEL SHALL BE PERFORMED PER AWS D1.1 USING E70XX ELECTRODES, DINO. 5-22-20 For Construction set
<br /> 5. WELDING OF REINFORCING BARS SHALL BE PERFORMED PER AWS D1.4 USING E90XX ELECTRODES.
<br /> 3 x 3 TS POSTS, 3 x 6 TS BEAMS 6. WELDING OF METAL DECK AND LIGHT GAGE STEEL SHALL BE IN ACCORDANCE WITH AWS D1.3.
<br /> TYPICAL TYPICAL 7, ALL FULL PENETRATION WELDS SHALL BE ULTRA-SONIC TESTED PER AWS D1.1.
<br /> 8. ALL GROOVE OR BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS, UNG. ALL EXPOSED BUTT WELDS SHALL BE
<br /> GROUND SMOOTH.
<br /> POLE TO LIGHT ADAPTOR C? o? 9. ALL EXPOSED WELDS ON ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL COMPLY WITH AISC CODE OF
<br /> POLE BY MFR CO �o STANDARD PRACTICE, SECTION 10.
<br /> 10. FIELD WELDS HAVE BEEN INDICATED WHERE THEY ARE EXPECTED TO OCCUR. THE CONTRACTOR SHALL DETERMINE THE
<br /> 3 x 3 TS POSTS, EMBED POSTS FULL ACTUAL FIELD WELDING NECESSARY TO COMPLETE THE PROJECT AND INCLUDE ALL ASSOCIATED COSTS WITHIN THE BASE
<br /> ALUMINUM POLE, TYPICAL BID.
<br /> FOR STATE AND US WHATLEYSR4, 12' ROUND POLE, DEPTH OF PIER, 11. WHERE WELDS ARE DESIGNATED AS DEMAND CRITICAL, THEY SHALL BE MADE WITH A FILLER METAL CAPABLE OF
<br /> FLAGS (15' SHAF LENGTH) TYPICAL ADD T GING A MINIEQUREMECHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FT# AT 70 -F. SEE AISC 341-10 SECTION 7.3b FOR
<br /> COMPOST FE FIBERGLASS, 100 12. ALL WELDS WITHINRBFRS DESIGNATED AS PART OF THE LATERAL FORCE RESISTING SYSTEM (LFRS) SHALL CONFORM
<br /> mph RATED. WHATLEY DIRECT TESTING, AND INSPECTION REQUIREMENTS OF AWS D1.8.
<br /> BURY RO ND. SEE
<br /> SPECIFICATIONS FOR 1 1 Q I
<br /> ADDITION L INFORMATION POLE MOUNTED SECURITY o J 1;
<br /> CAMERA. CONNECT TO 1 1 v 1
<br /> SECURITY SYSTEM IN THE 1/4
<br /> �0 RECREATION BUILDING. I '. I '. POWDERCOAT METAL I I
<br /> Ln MOUNT CAMERA AT+ - 10'-0". L-°1 L-°i BLACK Z2"-O"
<br /> 2LOCATIONSATTHEFRONT SIDE VIEW ELEVATION1'-6" 1/4
<br /> ENTRY GATE ONLY DIAMETER
<br /> o CONCRETE FOOTING,
<br /> TYPICAL FRONT VIEW ELEVATION (n
<br /> Trellis pool detail 18 (V
<br /> 1 4" 1 ' n
<br /> = -0" —
<br /> WHATLEY COMPOSITE CLAM / z
<br /> SHELL POLE BASE. DARK
<br /> BRONZE TO MATCH POLE. ♦^
<br /> D3S 3'-4" +- OPENING v)
<br /> PET WASTE STATION, ^
<br /> ® SEE SPECIFICATIONS �J J
<br /> ATTACH 2 x 2 x 16" SQUARE O
<br /> ALUMINUM CLEAT _ _ _ - TUBE TO CMU W/ANCHOR
<br /> BOLTS EACH SIDE PER PREFABRICATED BENCH, ACCESSIBLE: 6 FEET
<br /> SPUN ALUMINUM E STRUCTURE LONG. INSTALL PER MANUFACTURES
<br /> FC-11 FLASH o INSTRUCTIONS. COMPLY WITH ANSI SECTION 903. U
<br /> COLLAR 1 NOTE: BENCH MAY BE ANCHORED WITH LAG
<br /> I I PROVIDE SQUARE BALL BOLTS ALSO Q
<br /> FINISH GRADE BEARING HINGES _
<br /> TT
<br /> LOCK LTH 1 1 Z"x .095 SQUARE TUBE CONCRETE z
<br /> \` \`\` o LEVE FRAME 20"to 24" SIDEWALK WIDEN AT
<br /> /
<br /> \ \ \ \
<br /> \�//\�
<br /> HANDLE I 3/4" SQUARE TUBE PICKETS BENCH LOCATIONS. Z O
<br /> / W -j
<br /> 24" DIA. CON C E I I\//\� o � 1 \\\\\\ I 2% CROSS SLOPE J
<br /> COMPACTED SOIL AROUND BENCHES,
<br /> \, \ \\ \ \\ \• I I PERFORATED METAL V
<br /> PIER FOOTING 1 \//\ M //\//\� 2 - \//\/ ! SCREEN, 50% OPEN, ROUND MAXIMUM O
<br /> O HOLES, ATTACH TO INSIDE `_9 6'to 7'-0" .
<br /> \ \ WIRE ENTRY OF DOOR
<br /> PVC GROUND \I I \� %% \ 1 /\/ 1 -, 5 O
<br /> SEE DETAIL 20 FOR SLEVE /I �//\: /\//\i ° =1 -I (-
<br /> ADDITIONAL BURIAL .`\/ lab SIN I IE I I1=1I1=1I1=1I I—III—III 11I I1I 11I III III III -111-111-111- III .111-11 I I-III J
<br /> �/ ` \ \ SAND _ =1 I I I III—III—III—III— ISI Imo—III—III—III—III—III= =1 1=III=III—III—I II III Y
<br /> 6" SAND ---- o�' n \ \ o° ° o \ \:. N - - POWDERCOAT GATE BLACK o
<br /> INFORMATION — ° \ 000 ` \\ I I 11=�- fi — I III1=111=1L=111�II1=1I1 (III ,111— V
<br /> _� \/7� �` GRAVEL N III III— III—I ISI —I II I(III-1 Z O
<br /> 6" GRAVEL /� %\/ / / //\ L - - J-1 3 -3 �I- - - I- -III 11I111I1111�Ti- w �
<br /> =111111= 12x18 CONCRETE �-
<br /> - - - J - - - IIIII IIIII FOOTING
<br /> State Flag Pole detailr-3`� Light Pole detailr-6-`� Pool Equipment Gate PET WASTE STATION Site Bench 15 0
<br /> 11POST, COMPACT SOIL
<br /> 1 /2" 1 )—0" �AD" 1 /2"=1 1-0- 1 /2"=V-0"
<br /> TYPICAL ADA MANUVERING (�
<br /> CLEARANCES
<br /> STONE CAP 16'-0" O
<br /> WATERPROOF �^
<br /> OUTLET EACH V, z
<br /> STONE FINISH, 5 SIDE F zr-" - - -1 a ° J O
<br /> ALL SIDES, 36" SLIDE-IN - - LIGHT FIXTURE, MAN GATE 1 1�
<br /> TALUS HEWN GAS BBQ,
<br /> L6
<br /> TYP. NUVO 77-892 41 a 601 _ _ ° �<
<br /> /—START COUNTER TILE (12X24) 17'-4" STONE EACH SIDE 3x12 BACKSPLASH 160" I ° I ° ° aIF ALIGN ° \ �' ' ' U
<br /> 16'-0" LAYOUT AT MIDDLE OF COUNTER 14'-8" V-4" c� _ -_ _ - _ - -_ _ _ -_ = COUNTER TI ENTS T JOINT 36 1 d ° 1 / 6� LJJ
<br /> -_- - -
<br /> ° ►
<br /> 1 14'-8" --= —=_ __-- __ -__- —=_ -_- TILE COUNTER, aL 48 - J d° a ° L.L
<br /> cn - __ _ - __ __ DALTILE 12x24 ° o� �d ° w
<br /> 8" CMU WALL --_ - - _ - _ -_ - - `� �/'1
<br /> WITH STONE _ -__--_ - -- - EXHIBITION STARK ° < � /o \ / v�
<br /> FINISH _ _ - WHITE EX01 WITH ° _ _ /
<br /> o N _ _ oo_ o0 00 00 - _ _ _ _ - CUSTOM TRASH `�A�E a ° d �- (�/� z
<br /> �, �n o - - - — - - - — 382 BONE GROUT ° a "� O
<br /> N 7 - - - - a U
<br /> GAS
<br /> `" � - - A1.6 ° ° Q
<br /> - - - - - - - - - - - - - - - - - - - FIREPLACE SIM. ° N
<br /> - � W L.L
<br /> GAS BBQ UNITS. SET IN 38 1/2"W co ° a ° w
<br /> BY 19 3/4" D BY 9 1/2" D ROUGH O
<br /> GAS ON/OFF VALVE N �
<br /> _
<br /> 12x24 DECORATIVE COUNTER OPENING (VERIFY WITH FRONT 8' 6'-8" 6'-8" g' 6"THICK SLAB W/#3 IL
<br /> g"
<br /> TILE. ALIGN TWO 3X12 MANUFACTURER) 24" O.0 EA. WAY, TYP
<br /> ( ) EDGE OF CONCRETE 16'-0" @ DRAWN BY Q
<br /> BACKSPLASH TILE TO ONE11 GC w
<br /> (12X24) COUNTER TILE FOUNDATION (2) 4' CONCRETE WHEEL
<br /> NOTE: PROVIDE 20 SQ. STOPS PER ENCLOSURE SHEET NUMBER
<br /> PLAN VIEW, BBQ
<br /> IN. UPPER & LOWER VENTS
<br /> BBQ Foundation plan ( 8 IN COUNTER WALL FOR BBQ elevation SLOPE SLAB TOWARDS FRONT. Ref use enclosure vv JJ
<br /> COMBUSTION AIR, 1 2 2% MAXIMUM SLOPEAAND 16 —
<br /> 1/4" - 1'-0" - EACH BBQINSIDE ENCLOSURE „
<br /> 1 /4 =1 —0 1 /4 =1 —0
<br /> ■
<br />
|