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B18-0453_REV1 Approved Plans_1542408931.pdf
SIMPSON ABU/ ABE TIMBER COLUMN RE: COLUNM BASE - FINISH 77 PLAN PER CNTRCTR WATERPROOFING AT CONNECT COL. BASE TIMBER COLUMN/ FLASH PER MANUFACTURER PER CNTRCTR z Y I [FIELD COORD.] 4) °, $ T.O. PIER SPECIFICATIONS: �—III-1 I . I-1 I Ii bPSE - I I=1 11= -=1 I 1=11 STRUCTURAL DEVON!, 11 DESIGN LOADS: W p I I I I I / '2" CLR. PO BOX 6230 1T_ O I I— v' • ., —111- EAGLE, CO 81631 CODE EDITION: 2015 IRCv LIVE LOADS: -1 I I I- PH. 110-551-6140 FAX. I-888 36 685 • EXTERIOR DECKS 100 PSF \ #3-STIRRUP TIES, A5 DEAD LOADS: REQ�p INFO�bPSE.NET WRAP STIRRUPS AT C WWW.bPSE.NET • EXTERIOR DECKS 10 PSF LATERAL LOADS: VERT. REINFORCING RE: PLAN THESE GLANS AND WRITTEN MATERIAL,HEREIN,ARE Ir „...„ • BASIC WIND SPEED: WA C INSTRUMENTS OF SERVICE AND_ • EXPOSURE: N/A • SEISMIC DESIGN CLASS: WA OR ANY INFORMATION CONTARE THE PROPERTY OF AINED (bPSE). REUSE OF THIS DRANIN6 V NDIC ON A PROJECT TI OTLEROC THAN STEEL HELICAL PIER INDICATED IN THE TITLE BLOCK,Is PER MANUF./ SUPPLIER 4 PROHIBITED WITHOUT NRITTEN CONCRETE FOUNDATION: STRUCTURAL WOOD FRAMING SPECIFICATIONS: _ NERMISSION FROM FORE. bPSE Is A. FOOTINGS HAVE BEEN DESIGNED USING AN (ASSUMED) ALLOWABLE, NON-EXPANSIVE, A. WOOD FRAMING SHALL CONFORM TO THE REQUIREMENTS OUTLINED IN THE ND5 TOP PLATE STANDARD NOTDUE TOR:ESCALED D FOR ERRORS TOP (3)-#5'S RRcrtR ANY'QUESTIONSORSOIL BEARING PRESSURE OF 3000 PSF. "SPECIFICATIONS OF STRESS GRADE LUMBER AND ITS FASTENINGS," LATEST EDITION, VERT - DEPTH PER DISCREPANCIES TO bPSE PRIOR B. CONTRACTOR SHALL CONTACT A LICENSED GEOTECHNICAL ENGINEER TO VERIFY THE AND CONSTRUCTION MATERIAL SHALL CONFORM TO THE CURRENT IBC. MANUF./ SUPPLIER TO OR DURING CONSTRUCTION. (ASSUMED) SOIL CONDITIONS DURING EXCAVATION. VERIFY ANY DISCREPANCIES FROM B. FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR-LARCH (DF), ACCORDING TO THE ORIGINAL DESIGN VALUES IN WRITING TO THE STRUCTURAL ENGINEER FOR THE FOLLOWING RECOMMENDATIONS: ALL 2" NOMINAL LUMBER, EXCEPT STUDS SHALL BE RE-EVALUATION OF THE FOUNDATION DESIGN. DF *2 OR BEI I ER, AND SOLID TIMBER BEAMS AND POST 3" NOMINAL AND WIDER, SHALL I T`rF, rJ- TL, —'EL I GA_. C. IF SOFT SPOTS ARE ENCOUNTERED DURING EXCAVATION, THE CONTRACTOR SHALL BE DF *2 OR BETTER. REMOVE THE MATERIAL AND RE-COMPACT W/ APPROVED MATERIAL (AS ALLOWED BY, C. TOP AND BOTTOM PLATES SHALL BE DOUGLAS FIR-LARCH OR HEM-FIR *2, OR BETTER. AND PER THE GEO-TECH SOILS REPORT). PLATES IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE �S I , 1 FIER5/411 = I I_© II D. IF OVER-EXCAVATION IS REQUIRED; THE CONTRACTOR SHALL PROVIDE FIELD DENSITY TREATED HEM-FIR *I. (PRESERVATIVE TREATED LUMBER REQUIRES ALL CONNECTIONS TESTS ON THE COMPACTED FILL UNDER THE FOOTINGS AND THE INTERIOR SLABS ON AND NAILING BE GALVANIVED PER CODE). GRADE (RE: GEO-TECH SOILS REPORT). D. DIMENSION LUMBER (2"+ WIDE X 4"-12" DEEP) HAS BEEN DESIGNED ASSUMING THE E. AVOID EXCESSIVE WETTING OR DRYING OF THE EXCAVATIONS, KEEPING THE FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 100 PSI; HORIZONTAL SHEAR, 110 EXCAVATION REASONABLY FREE FROM WATER DURING THE PLACEMENT OF THE PSI; MODULUS OF ELASTICITY, 1,600,000 PSI; TENSION PARALLEL TO GRAIN, 450 PSI; Nomml CONCRETE. PROVIDE CONTINUOUS PERIMETER DRAINS AROUND THE BASE OF COMPRESSION PARALLEL TO GRAIN, 850 PSI; COMPRESSION PERPENDICULAR TO GRAIN, FOUNDATION AND RETAINING WALLS (RE: GEO-TECH SOILS REPORT FOR THE SPECIFIC 625 PSI. LIU UNDER-DRAIN SYSTEM REQUIREMENTS). E. DIMENSION TIMBER LUMBER (5"+ WIDE X 5"+ DEEP) HAS BEEN DESIGNED ASSUMING THE F. FOOTINGS ARE TO BE PLACED ON UNDISTURBED NATURAL SOIL OR PROPERLY FOLLOWING STRESS PROPERTIES: FLEXURAL STRESS, 1350 PSI; HORIZONTAL 5HEAR, 110 0 < . COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE PSI; MODULUS OF ELASTICITY, 1,600,000 P51; TENSION PARALLEL TO GRAIN, 450 PSI; SIMPSON ABU/ ABE TIMBER COLUMN RE: • GEOTECHNICAL ENGINEER INCLUDING PROOF-ROLLING AND OVER-EXCAVATION, AS COMPRESSION PARALLEL TO GRAIN, 850 PSI; COMPRESSION PERPENDICULAR TO GRAIN, COLUNM BASE - FINISH PLAN te REQUIRED. (NO CONCRETE SHALL BE POURED ON WATER, SNOW, OR FROZEN GROUND). 625 PSI. PER CNTRCTR0 G. FOOTINGS ARE TO BEAR A MINIMUM OF 4'-0" BELOW EXTERIOR GRADE. CENTER ALL OF F. WOOD PLATES INSTALLED ON CONCRETE WALLS/ BEAMS SHALL BE RIPPED TO MATCH WATERPROOFING AT — Z THE FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES, UNLESS OTHERWISE NOTED/ WALL/ BEAM WIDTH. CONNECT COL. BASE TIMBER COLUMN/ FLASH DIMENSIONED ON PLANS. G. BOLTS USED FOR WOOD FRAMING CONNECTIONS SHALL BE INSTALLED WITH STANDARD PER MANUFACTURER PER GNTRCTR I— 00 H. BACKFILL SHALL BE COMPACTED TO MEET A 15% MINIMUM STANDARD PROCTOR WASHERS AND NUTS. DENSITY PER ASTM D-1557, UNLESS OTHERWISE NOTED IN THE GEOTECHNICAL REPORT. H. TYPICAL MINUMUM NAILING SHALL BE PROVIDED, WITH COMMON NAILS, ACCORDING TO BACKFILL SHALL BE PLACED IN 12" MAXIMUM VERTICAL LIFTS (PLACED EQUALLY ON THE 2015 IBC FASTENING SCHEDULE. wI EACH SIDE OF WALL, WHERE APPLICABLE) OR AS DETAILED IN THE GEO-TECH SOILS I. 2X DIMENSION LUMBER FLOOR FRAMING, REQUIRES: 2X "CROSS BRIDGING" BLOCKING �' ` � REPORT AND SHALL BE FREE OF ORGANIC/ VEGETATIVE MATERIAL AND COMPACTED IN SPACED AT INTERVALS NOT GREATER THAN 8'-O"; AT ALL SUPPORTS AND CANTILEVER I � [FIELD COORD.] 2 V A MANNER THAT DOES NOT DAMAGE THE CONCRETE FOUNDATION, WATERPROOFING OR ENDS. i Y T.O. PIER 0 ir1L DAMP-PROOFING MATERIAL. J. ANY HOLES REQUIRED IN THE HOOD FRAMING; SHALL BE DRILLED THRU THE CENTERLINE _ — , I. FINAL BACKFILL GRADES SHALL PROMOTE POSITIVE DRAINAGE AWAY FROM THE OF THE STUDS AND/ OR JOISTS AND SHALL NOT EXCEED A 1/2" DIAMETER. 1-1 1 1 ----1 I I —I 1 I—I F v STRUCTURE AND SHALL CONFORM TO ALL THE REQUIREMENTS LISTED IN THE K. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SUCH AS THOSE MANUFACTURED BY THE 11E1 1- 14 OR74 -IHEI I Q GEOTECHNICAL REPORT. SIMPSON BEAMS AT©LUSH-FRAMED GOND T ONS.SHALL BE USED TO JUSE NAILS SPECIFIED BY THE MANUFACTURER JOISTS OREAMS TO OTHER ' 11E11 , 1"' 1E11 ' .©1 AND PROVIDE THE MAXIMUM NAILS SUGGESTED, CONTACT THE STRUCTURAL ENGINEER I __ • —I 1 I Q 0ill v REINFORCED CONCRETE: FOR ADDITIONAL CONNECTIONS AND DETAILS, A5 REQUIRED. -11 a , 1 1= W ' A. STRUCTURAL CONCRETE CONSTRUCTION WORK SHALL CONFORM TO THE REQUIREMENTS 7 X OUTLINED IN THE ACI "SPEC I F I CATI ONS FOR STRUCTURAL CONCRETE" AND THE AGI 3180 ..‹ ..:( MANUAL. STRUCTURAL WOOD FRAMING ASSEMBLIES: B. CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/II SULFATE-RESISTANT A. EXTERIOR DECK CONSTRUCTION: .; V PORTLAND CEMENT, AGGREGATE AND WATER; TO SATISFY THE FOLLOWING I. WOOD DECKING SHALL BE 2X WOOD DECKING. PLANKS SHALL BE SPLICED AT THE °' REQUIREMENTS: CENTER OF THE SUPPORT MEMBERS WITH ADJACENT PLANKS SPLICED AT WRAP STIRRUPS IN VERT. REINFORCING � F..... Z LTERNATE SUPPORT MEMBERS - EACH DECK PLANK SHALL BE CONNECTED TO z • f . ELEMENT: F c MIX TYPE MAX WC RATIO % AIR EACH SUPPORT WITH (2)-#8 DECK SCREWS, PER MANUF. DECKING SHALL BE GLUED o ' CONCRETE PIER RE: (�/+�- 0CONC. PIERS 3000 PSI ---- ---- AT THE BUTT-JOINT WITH 40% GLUE COVERGE.- TYPICAL, U.N.O. ,• v ,7 . PLAN FOR REINFORCING .3 • FOOTINGS 3000 PSI ---- ---- 2. COORDINATE FACE PATTERN, TEXTURE AND FACTORY FINISH WITH THE ARCHITECT. O I 1' 0 ON G. HOT AND COLD WEATHER CONCRETE PROCEDURES SHALL CONFORM TO THE `- #3-STIRRUP TIES; (2)-AT — RECOMMENDATIONS IN THE ACI "MANUAL OF CONCRETE PRACTICE" (IT IS HIGHLY GENERAL SPECIFICATIONS: ° 3" O.G. ATOP AND AT �"� �- vot),,,,,, RECOMMENDED THAT NO CONCRETE SHALL BE POURED WHEN THE TEMPERATURE 15 A. IF CONSTRUCTION ADJOINS AN EXISTING STRUCTURE; THE CONTRACTOR SHALL BE °a` 24" O.G. REMAINING BELOW 40° F). RESPONSIBLE FOR VERIFYING THE DIMENSIONS, ELEVATIONS, FRAMING, FOUNDATION AND D. THE BUILDER AND OWNER SHOULD BE MADE AWARE OF THE CHANCE OF MOVEMENT AND ANYTHING ELSE THAT MAY AFFECT THE WORK SHOWN ON THE STRUCTURAL PLANS. CRACKING OF ANY STRUCTURE PLACED DIRECTLY ON COMPACTED FILL. (UNDER PINNING, SHORING AND BRACING OF THE EXISTING STRUCTURE SHALL BE THE , ' 7/ 2" CLR. E. EXPANSION/EPDXY BOLTS SHALL BE PLACED A MINIMUM OF 6 BOLT DIAMETERS FROM SOLE RESPONSIBILITY OF THE CONTRACTOR). THE CONCRETE EDGES AND SHALL MAINTAIN A 12 BOLT DIAMETER SPACING, UNLESS B. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. •,. (RE: PLAN) A‘ A e if NOTED OTHERWISE. BOLTS FOR BEAM AND COLUMN BEARING PLATES SHALL BE SET C. COORDINATE REQUIREMENTS FOR MECHANICAL/ ELECTRICAL/ PLUMBING PENETRATIONS '� � �� a a e°. a, :/ti T.O. FT6 WITH TEMPLATES. THROUGH STRUCTURAL ELEMENTS WITH THE STRUCTURAL ENGINEER. PRIOR TO1V)S4 e6\111(j / 44 A •4 INSTALLATION OF SUCH EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE • - ��:� J' a may, STRUCTURE, THE CONTRACTOR SHALL ALSO OBTAIN APPROVAL FOR CONNECTIONS AND z 'N 141 III\ CONCRETE'S STEEL REINFORCING: SUPPORT. CONTRACTOR SHALL FURNISH REQUIRED HANGERS, CONNECTIONS, ETC. v ° • ° A. CONCRETE REINFORCING DETAILING, FABRICATION AND PLACEMENT SHALL CONFORM TO REQUIRED FOR INSTALLATION OF SUCH ITEMS, UNLESS SPECIFICALLY NOTED ON PLANS. Q 4 0 THE REQUIREMENTS OUTLINED IN THE ACI "DETAILS AND DETAILING OF REINFORCEMENT" D. PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD FRAMING EXPOSED ACI 315. TO SOIL. ADDITIONALLY, PROVIDE WATERPROOFING, VAPOR BARRIER, ETC. A5 SHOWN 0 B. ALL REINFORCING SHALL BE HIGH GRADE DEFORMED BARS CONFORMING TO ASTM ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. m RE; PLAN / A615, GRADE 60 (MARKED WITH A "5"); EXCEPT TIES, STRRUPS AND PLATE ANCHORS E. FIRE PROTECTION: STRUCTURAL AND NON-STRUCTURAL ELEMENTS SHALL BE PROVIDED WHICH SHALL CONFORM TO ASTM A615, GRADE 40 OR ASTM A706, GRADE 60. THE ADEQUATE FIRE PROTECTION, PER CODE, FOR THE TYPE OF CONSTRUCTION G. CONCRETE COVERAGE FOR REINFORCING SHALL CONFORM TO THE FOLLOWING: SPECIFIED BY THE ARCHITECTURAL DRAWINGS. RE: PLAN FOR I. CONCRETE POURED AGAINST EARTH: 3" F. THE STRUCTURAL DRAWINGS ILLUSTRATE THE COMPLETED STRUCTURE WITH ALL REINFORCING f1 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH): 2" ELEMENTS IN THEIR FINAL POSITIONS, SUPPORTED AND BRACED. THE CONTRACTOR, IN V 1 z D. LAP SPLICES OF REINFORCING, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 THE PROPER SEQUENCE, SHALL PROVIDE SHORING AND BRACING, AND NECESSARY _ O BAR AND SMALLER, UNLESS NOTED OTHERWISE. CONTACT ENGINEER FOR SPLICING PRECAUTIONS, AS MAY BE REQUIRED DURING CONSTRUCTION TO ACHIEVE THE FINAL #� RECOMMENDATIONS PRIOR TO CONSTRUCTION, WHERE NOT SPECIFICALLY DETAILED OR COMPLETED STRUCTURE. CONTACT ENGINEER FOR CONSULTATION (NOT IN CONTRACT) r 2 TYF1 .7--- "R ROTI ��lC� i NOTED (DO NOT WELD OR USE MECHANICAL REINFORCING SPLICING, UNLESS NOTED AS REQUIRED. w OTHERWISE). G. THE STRUCTURAL ENGINEER SHALL BE CONTACTED DURING THE CONSTRUCTION PHASE TO \ SI . 1 SCALE. AL N.T.S. ( 1 > W MAKE THE JOB SITE OBSERVATIONS NECESSARY TO CONFIRM THAT THE CONSTRUCTION \ VV U IS PROCEEDING ACCORDING TO THE PLANS AND SPECIFICATIONS. JOB-SITE \\\ OBSERVATIONS SHALL NOT BE CONSIDERED CONSTRUCTION APPROVALS (STRUCTURAL " " ~ 0 ENGINEER SHALL BE CONTACTED BY THE GENERAL CONTRACTOR AND NOT THE 6 SUB-CONSULTANTS. GENERAL CONRACTOR IS ALSO RESPONSIBLE FOR THE ILI a \ SUB-CONSULTANTS WORK). j H. ALL OMISSIONS OR DISCREPANCIES BETWEEN VARIOUS ELEMENTS OF THE WORKING OR +' © O EXISTING DRAWINGS AND/OR SPECIFICATIONS, AS THEY MAY OCCUR, SHALL BE BROUGHT tO TO THE ATTENTION OF THE STRUCTURAL ENGINEER PRIOR TO OR DURING THE NOTE: W W CONSTRUCTION WORK INVOLVED, RELEASE OF THESE DRAWINGS ANTICIPATES CODE COMPLIENT ( � COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT HANDRAIL FRAMING V R 0 0 AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE PER CONTRACTOR DECKING .,.=-'s"``‘‘‘+ BEEN PREPARED FOR THE USE OF A LICENSED CONTRACTOR, EXPERIENCED WITH THE ;-_rt t°LI +IS 0 ' CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. ''ZI%•' , P~ •is *.. Ire RE: ARCH ' ..01`'""" • ii T.O. DKNG luiti•----.1. 00---2.1. 00.-- ----........--1001s1 � _ �7� . i 0 (1 1- /� -� 77 /�f T8s�, �CONNECT BEAM TO GOL ':'+ `98/4NA1.0 ^ V / Q O 0 W/ I/2" LAG BOLT AT ``\.....- z ANGLE OR SIMPSON BEAM BASE/ COL CAP 2X DECK FRAMING RE: PROJECT: 1448 PPLAN TIMBER COLUMN RE: STRT DT: 1/2018 WOOD BEAM RE: PLAN PLAN DRWN BY: PUP SHEET 5 TY '. 1:7EC‹ ESE sI . I .c S \s441/ EC/IK AM \S EXISTING UPPER -1\r— DECK PPER `� DEGK b PS E (UNAFFECTED) "` 0 2' 4' 8' sTRUGTURAL DEVON!) EXISTING TIMBER iWi PO BOX 6230 �� �� 51 COLUMN, TYP 4 CANT 6X12 ~TIMBERFLUSH ~ CANT PH. cr/O 331-6EAGLE, CO �4O SCALE: I/4 = -O ::::::: ' ' ' FAX. I-888-362-4685 NOTES: INFOOPPSE.NET HUCx 7"1///' ' NEW 6X6 TIMBER WWW.bPSE.NET EXTERIOR DECK FLOOR SYSTEM SHALL BE (2)-2XI2 FLOOR JOISTS, RE: PLAN FOR SPACING, w COLUMN [TYP • En . (4)-PLACES] Tit=PLANS AND WRITTEN W/ 2X DECKING. MATERIAL,HEREIN,ARE • 0 INDICATES COLUMN DOW (2)-2X12 DECK ARE THEHE N OR THRU FRAMING. NTS OF STROKE AND PROPERTY of bPSE,1 i C. XXXX"-XX" INDICATES TOP OF BEAM ELEVATION. • JOISTS AT I6" ORANYINFORMATION OF CONTTaIN • U O.G., TYP. WITHIN,ON A PRO.EGT OTHER THAN • ALL WOOD SILL PLATES IN CONTACT WITH CONCRETE; PROVIDE "GREEN" TREATED WOOD W , / INDICATED IN 1 TITLE BLOCK IS Q / PROHIBITED WITHOUT WRITTEN • SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. PERMISSION FROM bPSE. bPSE IS • HANG JOISTS FROM FLUSH ^- BEAMS AND LEDGERS WITH SIMPSON HUS-TF TOP FLANGE ," NOT RESPONSIBLE FOR ERRORS DUE TO SCALED DRAWINGS. Z REFER ANY QUESTIONS OR DISCREPANCIES TO bPSE PRIOR HANGERS, TYPICAL, U.N.O. fY . .A' .RE: ARCH TO OR DURING CONSTRUCTION. • RE: CONTRACTOR FOR HANDRAIL AND STAIR FRAMING. W • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND NEW SIMPSON HUC t . , T.D. DGKNG ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, 2 SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN ' D// EXISTING TIMBER —�� 0 , CONNECTION WITH THE CONSTRUCTION WORK, COLUMN, 1'1° CANT 6XI2 TIMBER CANT (UNAFFECTED) z FLUSH EXISTING UPPER X DECK (UNAFFECTED) J ____\/\____ W a < < Oo — z I 0 11.1 zv 0V ‘C) F= vcl U0 111 0 CA01/4) W .< ir) S II 0 F. .< < ( FLD VRFY ) Z "`— FQU\ 'AQ\ F A\ DC0 7'-3yQ" (+/-) T .ct. 0 2' 4' 8' / ( FLD VRFY ) Li9 t n " EXISTING I -1 —mo 11) 4: CONC SCALE: 1/4" = 1'—O° FOOTINGTE PIER "'IL(UNAFFECTED) l� A..) NOTES: �— • FOOTING ELEVATIONS SHOWN ARE BASED ON FINDING ADEQUATE SOIL CONDITIONS AS DETAILED IN THE THE GEOTECHNICAL REPORT. IF THE FOOTINGS ARE LOWERED DUE TO SOIL CONDITIONS, VERIFY THE CHANGES WITH THE STRUCTURAL ENGINEER. • CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN GEOTECHNICAL REPORT. w FOOTING BEARING ELEVATION SHALL SE 4'-O" MIN. BELOW GRADE; GRADE SHALL BE 6" MIN. ?id 3 N5 BELOW TOP OF FOUNDATION WALL. yJ 0 Di • CONCRETE "SOMA-TUBE" PIERS ARE 10" 4', TYPICAL U.N.O. • [] INDICATES CONCRETE FOOTING; SPREAD AND/ OR ISOLATED. I � ECI • ED INDICATES CONCRETE FOUNDATION WALL OR PIER. '0 d- • ( XXXX"-XX" ) INDICATES TOP OF CONC. FOOTING ELEVATION. 7 [ XXXX"-XX" ] INDICATES TOP OF CONC. FOUNDATION WALL OR PIER ELEVATION. EXISTING -1 • CONCRETE PIER 8 • PROVIDE POSITIVE DRAINAGE AWAY FROM THE NEW DECK CONSTRUCTION. FOOTING , ,-1 z • COORDINATE THE LOCATION OF UTILITY PENETRATIONS WITH MECHANICAL. PROVIDE A I" (UNAFFECTED) VP I ✓ 4► p THICK VOID FORM MATERIAL AROUND MECHANICAL AT FOUNDATION WALL PENETRATIONS. L— L > • AT ALL WOOD SILL PLATES IN CONTACT WITH CONTRETE: PROVIDE "GREEN" TREATED WOOD VERIFY EXISTING O 'NEW 10" n- i W GONG PIER W/ (4)-#44 5 ili R SILL PLATES ON INSECT AND MOISTURE SUB-SILL SHIELD IN BETWEEN CONCRETE AND PLATE. VERTICAL IN/ 6" DOWEL; ON A } w • COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL DRAWINGS. 2'-0" X 2'-0" X 10" CONC FTG 7 Ll 0 AC • CONTRACTOR SHALL COORDINATE FOUNDATION PLACEMENT WITH AN APPROVED SITE PLAN. PAD W/ #51S AT 12" O.G. EACH I, PK N PLACEMENT INCLUDES ORIENTATION WITHIN BUILDING ENVELOPE/ SETBACK AND WAY. ALTERNATE: STEEL HELICAL PIER W/ 12 0 GONG VERIFICATION/ SETTING OF FOUNDATION WALL HEIGHT ELEVATIONS IN/ DATUM. PIER CAP - 1.5-klp LD - Z 0 ni • ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER THE SITE PLAN AND [TYP (4)-PLACES] ' I Q, W DETAILS. SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS OTHERWISE © 0 N NOTED. D • THE ENGINEER HAS NOT BEEN ENGAGED FOR CONSTRUCTION SUPERVISION OF ANY KIND, AND . w111 ASSUMES NO RESPONSIBLITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, N N SEQUENCES AND PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE CONSTRUCTION WORK. 0 3 c\v V nOr'N iI p z ©O0 LIC',,, ' 4�' P it PROJECT: 1448 t. • . '17 i STRT DT: I/2018 t A /008 14 f DRWN BY: PUP 52 . I