|
I : ,
<br /> � � �,
<br /> ' . � - �
<br /> - �
<br /> � I 12041 22ND AVE NE
<br /> GENERALNOTES
<br /> NOTES AND SPECIFICATIONS APPLY TO WORK PERFORMED,AND DO NOT APPLY TO AREAS THAT ALL SURPLUS EARTH NOT USED FOR BACKFILL OR SITE GRADING SHALL BE REMOVED FROM PLUMBING&HVAC GENERAL NOTES EATT L E WA■ V� Z�
<br /> ARE NOT DISTURBED. SI E. S ' V
<br /> T _
<br /> I PLUMBINCa: _
<br /> THE GENERAL CONTRACTORASSUMES RESPONSIBILITY FOR ALL WORK PERFORMED ON THE ALL SURFACE DRAINAGE OF LOT TO BE CONDUCTED TO STREET VIA 2%GRADE OR �V I Z-7' V
<br /> SITE,WHETHER BY SUBCONTRACTORS,TENANTS OR OTHERS. UNDERGROUND DRAIN LINES. SEE PLOT PLAN. ALL SPECIFICATIONS AND INSTALLATION SPECIFICATIONS TO BE CHECKED AND VERIFIED WITH �O� � � GV
<br /> MANUFACTURER BY GENERAL CONTR,4CTOR PRIQR TO PURCHASE OR WSTALLATIQN.
<br /> THE GENERAL CONTRACTOR,SUBCONTRACTORS AND MANUFACTURER SHALL COMPLY WITH ROOF GUTTER AND DOWNSPOUT DRAINAGE TO BE CONDUCTED TO STORMWATER MITIGATION
<br /> THE CURRENT EDITION OF THE INTERNATIONAL BUILDING CODE,WASHINGTON STRUCTURAL SYSTEMS. SEE SITE PLAN&SPECIFICATIONS. SEEPLAN FOR LOCATION OF GAS JETS,VALVES,HOSE BIBS,GAS AND WATER SERVICES. �0 6 499 2814 ce I I
<br /> SPECIALTIES CODE,AND ALLADDI710NAL STATEAND LOCAL CODE REQUIREMENTS.THE
<br /> 'I CONTRACTOR/MANUFACTURER SHALLASSUME FULL RESPONSIBILITY FORRNY WORK
<br /> KNOWINGLY PERFORMED CONTRARY TO SUCH LAWS,ORDINANCES OR REGULATIONS.
<br /> PLUMBER TO BE RESPONSIBLE FOR OBTAINING UTILITY COMPANYAPPROVALOR WATER
<br /> �I CONCRETE AND FOUNDATION GENERAL NOTES SERVICE AND GAS METER LOCA710N. I u ckeyj o�co m ca st.1 1 V l� .
<br /> I THE GENERAL CONTRACTOR SHALL PERFORM COORDINATION WITH ALL UTILITY COMPANIES AND
<br /> �Ii STATE SERVICE AUTHORITIES: ALL FOOTWGS TO REST ON CLEAN,FIRM,UNDISTUR6ED SOIL OR COMPACTED FILL.STEP USE"PEX''FLEXIBLE PVC WATERAND RLUMBING LINES,WIRSBO,IPEX,OR APPROVED. I ,
<br /> I FOUNDATION FOOTINGS AS REQUIRED MAINTAINING DEPTH BELOW FINISH GRADES. p CONSULTANT STAMP
<br /> li WRITfEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER SCAIED DIMENSIONS. - +��v� - - - "' -
<br /> VENTS AND DRAINS TO BE ABS..
<br /> �'I THE MANUFACTURERAND CONTRACTOR SHALCVERIFY AND ARE RESPONSIBLE FOR ALL ALL REINFORCING STEEI&FOUNDATION STRUCTURAL DESIGN PER ENGINEER'S DRAW WGS AND 3 ROOf
<br /> , DIMENSIONS(INCLUDWG ROUGH OPENINGS)AN�CONDITIONS ON THE JOB AND MUST NOTIFY I
<br /> I ARETE DESIGN WITH ANY VARIATIONS FROM THESE DRAWINGS. CALCULATIONS. ,
<br /> ,I INSULATE ALL SUPPLY&WASTE PIPWG FOR THERMALAND ACOUSTIC.
<br /> �I THE CONTRACTQR IS RESPONSIBLE FOR COORDINATING DISTRIBUTION OF DRAWWGS TO ALL NO FOOTING SHALL BE UNDERCUT CLOSER THAN 1:1,SEE STRUCTURAL NOTES, . '
<br /> I ' SUBCONTRACTORS,AND ALL WORK IS BASED ON THE LATEST ISSUE OF DRAWINGS. ALL HVAC:
<br /> �I I STAMPED DRAWINGS ISSUED BY ARETE DESIGN TO BE CONSIDERED CONTRACT DOCUMENTS. ALL FOOTWGS TO BE POURED ON UNDISTURBEp SOIL OR COMPACT FILL. PROVIDE BIDDER DESIGNED SYSTEM THAT PROVIDES HVAC(HEATING,VENTILA7ING AND AIR- �
<br /> 'I CONDfTIONiNG)SERVICE WITH REQUIRED FRESH AIR QUOTAS PER CODE REQUIREMENTS.
<br /> I THE GENERAL CONTRACTORAND MANUFACTURERARE RESPONSIBLE FOR THE DESIGN AND SUBMIT DESIGN TO ARETE pESIGN AND OWNER FOR APPROVAL PRIOR TO MANUFACTURE OR
<br /> � PROPER FUNCTION OF THE PLUMBING,MECHANICAL,EQUIPMENT,AND ELECTRICAL 5YSTEMS. CONCRETE FORMS SHAII BE DRESSED LUMBER WITH IEVELING STRIPS PROVIDED WHERE �NSTALLATION. EW WALLS P.
<br /> I THE GENERAL CONTRACTORAND MANUFACTURER SHALL NOTIFY ARETE DESIGN WITH ANY PLAN REQUIRED. ROUGH LUMBER MAY BE USED AS FORMS BELOW FINISHED GRADE.
<br /> CHANGES REQUIRED FOR THE PROPER DESIGN AND FUNCTION OF THESE SYSTEMS.. EXHAUST ALL VENTS AND FANS DIRECTLY TO THE OUTSIDE VIA MEfAL DUCTS.PROVIDE 90CFM
<br /> I� FORMS SHALL BE LEFT IN PLACE UNTIL CONCRETE HAS ATTAINEDA PERMANENT SET. {MIN)1.5 SONES OR LESS FANS TO PROVIDE 5 AIR EXCHANGES PER HOUR IN BATHS CONTAINING
<br /> TUB AND/OR SHOWER AND W IAUNDRY ROOMS.'
<br /> I ARETE DESIGN SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS,ACTS '�'Z.�J4� ; .
<br /> OR OMISSIONS OF THE GENERAL CONTRACTOR,SUB-CONTRACTOR,OR MANUFACTURER,OR PROVIDE BLOCK-OUTS AS RHQUIRED FOR SEWER,WATER,ELECTRICALAND VENTING. VERIFY �'
<br /> FAtLURE OF ANY OF THEM TO CARRY OUT WORK IN AGCORDANCE WITH THE CONSTRUCTION Z SGCOI�CI FIOOC.
<br /> D�CUMENTS.ANY ERROR OR OMMISSION D�SCOVERED IN THE CONSTRUCTION DOCUMENTS LOCATION WITH GENERAL CONTRACTOR. KITCHEN EXHAUST HOODS TO HAVE MAKE-UP AIR SUPPLYAND FIRE PROTECTION SYSTEM AS
<br /> I ' SHALL BE BROUGHT TO THE ATTENTION OF ARETE DESIGN BY WRITTEN NOTICE BEFORE REQUIRED AT EACH LOCATION. PRO�ECT INFO
<br /> � I PROCEEDING WITH WORK.REASONABLE TIME NOTALLOWED ARETE DESIGN Tfl CORRECT THE pROVIDE A MINIMUM 18"CRAWLSPACE CLEARANCE BELOW WOOO FLOOR JOIST AND 12"BELOW �;;;� NEW BEAM '
<br /> ERROR OR OMMISSION SHALL PLACE THE BURDEN OF COSTAND LIABILITY FROM SUCH DEFECT y�00D BEAMS.
<br /> UPON THE CONTRACTORAND MANUFACTURER. �',�
<br /> ELECTRICAL GENERAL NOTES ` ���I�� ��'�O�� I
<br /> I 1,1
<br /> PROVIDE 6MIL MINIMUM POLY VAPOR BARRIER CONTINUOUSLYABOVE EXPOSED EARTH IN �''�
<br /> I� SEE STRUCTURAL DRAWWGS SHEETS FOR STRUCTURAL NOTES,MATERIALAND INSPECTION CRAWLSPACEAREAS&UNDER SLABS,WRAPPING VAPOR BARRIER UP FOOTINGS AT EDGES. ALL SPECIFICATIONS TO BE CHECKED AND VERIFIED WITH GENERAL CONTRACTOR. �`�
<br /> REQUiREMENTS;AND TYFICAL DETAILS OF CONSTRUCTION NOT SPECIFICALLY REFERENCED IN OVERLAP VAPOR BARRIER BY 18"MIN AT JOINTS. I '
<br /> I
<br /> THESE NOTEs. �::� RE F U RB P ROJ ECT
<br /> II LOCATION OF ALL OUTLETS,SWI7CHES AND FIXTURES TO BE VERIFIED ON THE JOB SITE WITH
<br /> � RIALS AND WOR MANSHIP SHALL BE NEW AND THE BEST OF ITS CLASS AND KIND. SEE FOUNDATION PLAN FOR UNDER FLOOR VENTING LOCATIONS.PROVIDEINSECT SCREENS AT THE OWNER,ARETE DESIGN AND GENERAL CONTRACTOR. ELECTRICIAN TO INSTALLALL LOW-
<br /> i ALL MATE K ALL FOUNDATION OPENINGS. PROVIDE REQUIRED SQUARE INCHES OF VENTING AREA PER VOLTAGE,AS WELLAS LINE VOLTAGE.
<br /> �' CODE.
<br /> 2517 E GRAND AVE , :
<br /> I DO NOT INSTALL MATERIALS OR COMPLETE ASSEMBLIES WHIGH MAY HARBOR,CONTAMINATE,OR HARDWIRE SMOKE DETECTOR TO UN-SWITCHED POWER, ALL DETECTORS TO HAVE INTEGRAL
<br /> OTHERWISE BE A SOURCE OF HARMFUL CNEMICALS,OR THAT MAY CAUSE CORROSION,ROT OR �/ATERPROOF ALL RETAINING WALLS&BASEMENT FOUNDATION WALLS ON EXTERIOR OF BATTERY BACKUP. '�"O.00 �. EV E RETT WA 98206
<br /> DAMAGE TO INHABITANTS,SITE OR OTHER PORTIONS OF THIS OR OTHER BUILDING(S), CONCRETE SURFACE,SEE SPECIFICATIONS FOR MATERIAL �
<br /> 1 First Floor
<br /> �' ELECTRICtANS TO PROVIDE ELECTRICAL LAYOUT DRAWINGS,PANEL SCHEDULES,AND OBTAW PRO�ECT#, FUNG AQDTION
<br /> I PROCURE,STORE,INSTALL&FINISH ALL MATERIALS AND ASSEMBLIES IN ACCORDANCE TO pROVIDE DRA1N MATf ATALL RETAINING WALLS&BASEMENT WALLS TO WICK ASSIST IN THE ALL NECESSARY APPROVALS AS REQUIRED BY LOCAL BUILDING CODES,AND OBTAIN UTIUTY _ -
<br /> II MANU�ACTURER'S SPEGFICATIONS,INSTALLATION MANUALS AND OPERATWG INSTRUCTIONS. REMOVAL OF WATER FROM BEHIND THE WALLS. CQMPANYAPPROVAL OF METER I.00ATION. ° DRAWN BY:ARETE�
<br /> -0.91 ,, . .
<br /> �.o
<br /> PROVIDE COPIES OF ALL MANUFACTURER'S SPECIFICATIONS AND INSTALLATION MANUALS TO pROVIDE PERFORATED DRAIN PIPE AT BAS�OF AlL RETAINING WALL FOOTINGS. PROVIDE SIZE, SECURITY REQUIREMENTS �r�
<br /> ' ARETE DESIGNAND OWNER INASSEMBLED PROJECT CLOSE-OUT BINDER. - "� �iRAWLSPACE " `�� °� � ��
<br /> AS REQUIRED,4"DIAMETER MINIMUM. PROVIDE R�TER FABRIC WRAP AROUND PIPE AND 18"
<br /> SQUARE MINIMUM DRAIN ROCK. FULLY WRAP DRAIN ROCK WITH FIL7ER FABRIC,18'CAP
<br /> THE SITE AND BUILDINGS ARE NOT KNOW TO HAVEASBESTOS OR OTHER HARMFUL MATERIALS MINIMUM,BEFORE BACKFILLING. CONDUC7 PERFORATED PIPE TO STREET OR CITY COMBINED ALl DOOR&WINDOW HARDWARE TO BE VERIFIED WITH MANUFACTURER,ARET�DESIGN AND
<br /> � �R CHEMICALS. NO TESTING FOR ANY HARMFUL MATERIALS HAS BEEN DONE BY ARETE DESIGN. SANITARY SEWER VIA SOLID PIPE. OWNER PRIOR TO ORDERWG.
<br /> I NOTIFYARETE DESIGN IMMEDIATELYIFAHARMFUL'SUBSTANCEIS SUSPECTED OR KNOWN T0
<br /> �I EXIST. ALL HARMFUL MATERIALS ARE TO BE TESTED FORAND OR ABATED PER REQUIREMENTS CONTRACTOR TO VERIFY WITH OWNER REGARDING SECURITY SYSTEMS INTEGRATION.
<br /> li � OF LAW BYA LICENSED COMPANY. ARETE�ESIGN IS NOT RESPONSIBLE FOR UNWARY LUMBER AND FRAMING GENERAL NOTES
<br /> , Pw�.crices aY coNTRacroR. � � REI�EASE DATE
<br /> II l OVIDE 30#BUILDING PAPER UNDER ALL BEARING PLATES. BEARING PLATES TO BE PRESSURE �� - � �� 0 Z� 4� $ MARK DATE DESCRIPTI�N
<br /> I� N, ALL SUB-CONTRACTORS SHALL COOPERAFE V�/ITH EACH OTHER IN THE VARIOUS PARTS OF THE PR OO� SCALE: �/4 - 'I -O
<br /> i WORK SO THAT THE WORK OF ONE WILL NOT BE DELAYEQ MORE THAN ABSOLUTELY NECESSARY TREATED.
<br /> SEE CONTRACT DOCUMENT PLANS&SPECIFICATIONS FOR ADDITIONAL NOTES X XX.XX:XX XXXXXXXX
<br /> I BY THE WORK OF ANOTHER:
<br /> I'i PROVIDE SOLID BLOCKING UNDER ALL BEARING WALLS PERPENDICULAR TO JOISTS AND OTHER •
<br /> EACH SUB-CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE PREMISES,FROM TIME TO BEARING POINTS NOT OTHERWISE PROVID�D WITH SUPPORT. FLOOR JOISTS AND RAFTERS TO END OF GENERAL NOTES
<br /> II TIME,ALL WASTE MATERIALS AND DEBRIS WHICH MAYACCUMULATE IN THE BUILDING OR ABOUT HAVE SOLID BLOCKWG AT ENDS OF EXPOSED SPANSAND AT MID-SPANS,IF SPAN IS GREATER
<br /> I � THE PREMISES AS ARESULT OF HIS WORK. THAN 10 FEET.
<br /> I UB-CONTRACTOR SHA AS STATED UNDER THE WORKMAN'S ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED OR PROVIDE Y�'AIR SPACE.
<br /> EACH S LL MAINTAIN INSURANC�
<br /> II ' COMPENSATIONACTANDAPPROPRIATEPUBLICLIABIL-ITY.
<br /> I ALL PLYWOOD TO HAVE SURFACE GRAIN PERPENDICULAR TO SUPPORTS. SET NOTES
<br /> �� ON-SITE VERIFICATION OF ALL CONDITIONS AND LOCATING OF BUILDING OR BUILDINGS ON THE
<br /> II PROP�RTY,SHALL BE THE RESPONSIBILI7Y OF THE G�NERAL CONTRACTOR. STAGGERALL JOINTS OF ALL PLYWOOD PANELS.
<br /> '"
<br /> I THE GENERAL CONTRAGTOR SHALL PERSONA�LY INSPECT THE SITE OF THE PROPOSED WORK PRINT DATE Z/Z�IZO�S
<br /> IN ORDER TO BECOME FAMILIAR WITH ALL THE CONDITIONS UNDER WHICH THE WORK IS TO BE ALL NAILING TO CONFORM TO NAILING SCHEDULE. SEE FRAMWG PLANS FOR ADDI710NAL
<br /> PERFORrneo. rvorEs. PRINT TIME 9:56 AM
<br /> II IF WORK CANNOT BE EXECUTED PER DRAW WGS,CONFER WITH ARETE DES�GN FOR OTHER DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. �
<br /> I SOLUTION(S)PRIOR TO PROCEEDING. �
<br /> I PERFORMANCE SPECIFICATION ITEMS MUS7 BE SUPPLIED BY CONTRACTOR FROM ANY w
<br /> THE CONTRACTOR IS RESPONSIBLE FOR THE ABILITY OF HIS CHOSEN SUBCONTRACTORS TO MANUFACTURER THAT MEETS THE SPECIFICATION CRITERIA.:THIS NOTE Al.SO APPLIES TO RLL
<br /> I COMPLETE THE WORK AS SPEClFIED AND PROVIDE WARRANTIES FOR ALL WORK. $UBCONTRACTORS. �
<br /> �, WINDOW SCHEDULE DOOR AND FRAME SCHEDULE
<br /> Q ' '
<br /> i I� SUBMI?TALS THERMAL&MOISTURE PROTECTION GENERAL NOTES SIZE SIZE �
<br /> � .
<br /> � MARK Library Part Name Home Story "U"VALUE W/D Opening Su... COMMENTS MARK Library Part N... W HT Home Story Label Text Unique ID Custom text 1
<br /> PROVIDE'15#TAR PAPER AS WALL VAPOR BARRIER,OR AS APPROVED BY LOCAL CODES AND AS WIDTH HEIGHT �
<br /> I�i ' PROVIpE ARETE DESIGN OF EACH FINISH MATERIALAS SPECIFIED. SAMPLE MUST BE FROM APPROVED BY MANUFACTURER'S SPECIFICATIONS ON ADJACENT MATERIAL. VAPOR BARRIER TO '
<br /> , SAME 40T AS LOT ORDERED,IF APPLICABLE.: BE INSTALLED ATALI EXTERIOR WALLS ON EXTERIOR SIDE OF SHEATHING. FUILY WRAP VAPOR E 1 08610SAA Wn Ho... 3'-3° 4'-5" Fit'Sf F�OOf 0.3� 14.35 E � �B��F)1���f sW... 2�-4�� 6�-$�� FII'St F�OOf 693g�2A6-�44�-... y
<br /> II BARRIER TO INTERIOR ATALL OPENING$. S�E DIAGRAM IN SPECIFICATIONS_ �
<br /> � SUPPLY MINIMUM 6"X 6"SUBMITTAL WITH FINISH COA?�NGSAS SPECIFIED,IF APPLICABLE. E 2 �86��$aA�/�/f1 HO..: 2'-6" 4�-5�� FIfS�FI001' 0.30 ��.�4 E 2 08006AAA Dr Sw... 2�-4" 6�-$° FICSt F�OOC 383AE7AD-9217... " � '
<br /> I � W o
<br /> , PROVIDE 30#TAR PAPERAS ROOF VAPOR BARRIER,OR AS APPROVED BY LOCAL CODES AND AS. E 3 0861 OSAA Wll HO.., 2�-�0�� 2�-10" FIfSt F�00� �.30 8.03 E 3 08006AAA Dr Sw... 2�-f)° 6�-$° FICSt F�OOC �853�5g-6�9/�... Z
<br /> I' ' PAINT:PROVIDE DR,4W-DOWNS OF EACH PAINT COLOR AND TYPE AS SPECIFIED. PROVIDE 3'X 3' APPROVED BY MANUFACTURER'S SPECIFICATIONS ON ADJACENT MATERIAL. VAP�R BARRIER TO � � �
<br /> BE INSTALLED ATALL EXTERIOR WALLS ON�XTERIOR SIDE OF SHEATHING. FULLY WRAP VAPQR
<br /> j MOCK-UP ON SITE OF APPROVED PAINT COIORS ON APPLICABLE WALLS ON SITE. ARETE DESIGN gARRIER TO INTERIOR ATALL OPENINGS. E 4 086')OSAA WI1 HO... 3�-'I O�� 2�-'I O" First Floor 0.30 10.86 E 4 080060AA Dr Re... 4�-9�� B�-8° First Floor E9AEDCCC-1 F9... Q � �9[ O
<br /> I AND OWNER(S)TO APPROVE OF COLORS PRIOR TO FINAL APPLICATION. � V�� �
<br /> i E 5 08610AAA Wn A... 1'-10" 3'-4" First Floor 0.30 6.11 SAFETY GLAZING E 6 08006BAB Dr(2)... 5'-0" 6'-8" First Flaor 3871682D-2732-... � � Q � "
<br /> I ' PROVIDE FLEXIBIE FLASHING ATALL OPENWGS AND ALL BUILDING CORNERS,WRAP ALL SiDES�N ` � �
<br /> 'I FABRICS:ORDER FABRICS OR PLACE ON-HOLD ATTHE INCEPTION OF PROJECT. ORDER ORDER FOR POSITNE LAP TO OUTSIDE OF BUILDING. � � ' ' ' "
<br /> CUTTINGS AND PROVIDE TO ARETE DESIGN FOR APPROVAL. FABR�CS TO BE FROM SAME DYE E 6 Q8610SAA Wn Ho... 3'-9° 2-$' First Floor 0.30 9.38 E 6 08006SRA Dr 2P... 6-0� Fi-8 FIfSt F�001' 999F435�-�gg�-... � � �. � W
<br /> I�I LOTAS APPROVED CUTTING. ORDER ENOUGH FABRIC FOR PROPER ALIGNMENT ON FiNISHED
<br /> � Pieces. E 8 ` 08610SAA Wn Ho:.. 2'-11" 2'-0" First Fioor 0.30 5.83 E 7 08006BAB Dr(2).,. 4'-0" 6'-8" Second Floor BABEBF8GD06... � ^ � �
<br /> i CONTINUOUS METAL FLASHWG ATALL JOINTS BETWEEN WALLS&ROOFS,VERTICALLY ON
<br /> I CORNERS WHERE WALL MEETS WALL,AND HORIZONTALLY OVER JOtN�BETWEEN WALL � � � . j �
<br /> I SHEATHINGANO CONCRETE FOOTER. FLASHING TO BE OVERLAPPED WITH VAPOR BARRIERS, E g 086�OS�1�/ft HO... 3�-5° 4�-8° FI�St FIOOf �.3� 15.94 EGRE�as E 8 08006AAA Dr Sw... 2�-6° 6�-$�� S2COtld F�OOC 64�94385-�3D2C-... � �„�
<br /> I i TYP.
<br /> SUBS7ITUTIONS
<br /> , � 10 08610SAA Wn Ho... 2'-11" 1'-10" Second Floor 0.30 5.35 E 9 08006AAA Dr Sw... 2'-6" 6'-8" Secontl Floor 97954931-12A2-... � W �/ J W
<br /> I' � GONTINUOUS METAL COPING ATTOP OF PARAPET W A L L S. S E A L J O INTS W ITH STANDING S E A MO � .LL J � �
<br /> � NO SU9STITUTIONS OF PROPRIETARYSPECIFICATIONS WILL BEALLOWED UNLESS SUBMITTED SEAL ORAPPROVED 8EALANT. � �� 0861OSAA WI1 HO... 2'-11" ��-�0" Second Floor 0.30 5.35 E 10 08006AAA Dr Sw... 2=4° 6�-$�� Second Floor 405552F1-A3F3-... �
<br /> I TO ARETE DESIGN IN SUFFICIENT TIME FOR REVIEW,AND APPROVED BY ARE7E DESIGN. SUBMIT � � > � �
<br /> uTEwaTUReaNQ s,aMP�Es. � 12 0861QSAA Wn Ho... 2'-11" 1'-10" Second Floor 0.30 5.35 E 11 08046BAA Dr Bi... 3'-0" 6'-8" Second Floor 9A8D4D1 F-3135... N W '
<br /> INSULATE ENTIRE ENVE�OPE PER CODE REQUIREMENTS. PROVIDE BATTS WITH WTEGRAL �� � �
<br /> VAPORBARRIERASSPECIFIED. PLASTICVAPORBARRIERSARENOTALLOWED. SEECODE � �3 �861�SAA�I�/Il E-10... 4'-��� ��-4 1/2". Second Floor 0.30 13.50 EGRESS E 12 08006BAB Dr(2)... 4�-0° 6�-8° S@C011d F�001' �C4CB84�-$�E... � � �■ �
<br /> EXCAVATINGAND GRADING GENERAL NOTES
<br /> SUMMARY SHEETS IN SPECIFICATIONS. ��'i
<br /> �I I � 14 08610SAA Wn Ho... 3'-10" 2'-10" Second Fioor 0.30 10.86 E 12 080060AA Dr Re... 3'-6" 6'-8" Second Floor CB2pF17GCC0.., � � _ ;
<br /> � VERIFY SLOPE OF EXISTING TOPOGRAPHY. JOINT SEALANT: SONOBORN SONOLASTIC 150 OR APPROVED ALTERNATE. COLOR`SPECIAL '_ ° 3�-8�� S@CO d FIoOC 0 30 11.92 E? 08006AAA DI'SW... 2�-4° 6�-8° Fit'St F�OOP 44707759-BF35-... � F
<br /> : BRONZE OR TQ MATCH AOJACENT SURFACES. � 15 OSF)'I ODAA WCt D.:. 3 3 � . � //�
<br /> V♦
<br /> � 16 08610TAA Wn Tr... 3'-0" 4'-9" Second Floor 0.30 14,25 N 1 08006AAA Dr Sw... 2'-4" 6'-8° First Floor 53231 DBB-A2E9...
<br /> I REMOVE ALL EXISTWG OBSTRUGTIONS THAT MAY WC!-UDE FOOTWGS,SLABS,TREES,ROCKS, p�NISHES GENERAL NOTES;
<br /> Roors,Erc. � 17 08610TAA Wn Tr... 3'-0" 4'-9" Second Floor 0.30 14.25 N 2 08006BAA Dr Bi... 2'-0" 6'-8" First Floor 38B13C3F-7F6E... � �'.
<br /> I�'i PROVIDE FfNISHES AS SPECIFIED. FOLLOW CODE REQUIREMENTS,MANUFACTURER'S � �� . 2'-4" Fj'-H° Firs F o i' 84CF)6EB4-DEAH
<br /> , PROVIDE 3RD PARTY ENGINEER'S REPORT ON SOILS AFTER EXCAVATION,SEE ENGINEER'S NOTE SPECIFICATIONS AND INSTALLATION/APPLICATION MANUALS. PROVIDE ARETE DESIGN AND E �8 08F)'I OSAA Wt1 HO... Z�-"I O�� 2-'I O Seconcf Floor 0.30 8.03 N 3 08006AAA Dr Sw.. t I O �
<br /> PAGE 51.0. OWNER WITH COPIES OFMANUFACTURER'5 SPECIFICATIONS AND INSTALLATION/APPLICA710N
<br /> MANua�s. E 19 08610SAA Wn Ho... 4'-0" 3'-4 1/2" Second Floor 0.30 13.50 EGRESS N 4 08006BAB Dr(2)... 5'-0" 6'-8" First Fioor 48D43E61-CB09... �
<br /> I ' SLOPE CRAWL SPACE TO DRAIN.MAXIMUM SLOPE IS 2 HORIZ.TO 1 VERT.BETWEEN FOOTINGS AT �2O OS610SAA W11 HO... 4�-0" 3�-4 1I2° SBCOtId FIOOf 0.30 13.50 EGRESS N S O$OO6BAB DY{Z�... 5�-�" 6�-8�� S2COIlCI FIOOf B�EAA3AC-'I4'I J... �
<br /> DIFFERENT ELEVATIONS. : SOME FINISHES MAY REQUIRE SPECIAL STORAGE,TEMPERATURE,VENTILATION,INSTALLATION �
<br /> I� MEANS OR INSTALLATION METHODS TO EITHER PROTECT THE MATERIAL,THE BU�LDING,THE C)Z.69 s ft N 6 OSOOSAAA DP SW... Z�-B° C�-S" Second Floor 13832A72-FAOZ-...
<br /> ENVIRONMENT OR THE INSTALLERS FROM HARMFUL FUMES,DAMAGE OR OTHER LOSS
<br /> �' FILL,PU DLE AND TAMP UNDER ALL SLABS TO THE PROPER ELEVATION,AS NOTED: SH�ET NUMBER
<br /> : N 7 08006BAB Dr(2),,. 5'-0" 6'-8° Second Floor EFE1C86C-39E... �
<br /> �I , ALL BAC FILL SHALL BE TAMPED OR COMPACTED IN 6"LAYERS WHERE NECESSARY. FOR XTR"I OSOO6AAA DI'SW... 3�-0° F)�-S�� FICSt FIOOf ESO3D3Z4-72EA...
<br /> �i iil STRUCT RAE FI�L,SEE ENGINEER'S DRAWWGSAND CALCIJLATIONS. � '
<br /> I, ; ALL BAC FILL SHALL BE RETURNED IN ACCORDANCE WITH THE LANDLORD'S CRITERIA.
<br /> I � �
<br /> , ANY FIL OVER 12"MUST BE COMPACTED WITH ENGWEER'S COMPACTION REQUIREMENTS �°��� �� ��������
<br /> „
<br /> �.��/���1�C:� ��� ����1`�
<br /> I DO NOT ACKFILL FOUNDATION WALLS UNTIL FOUNDATION WALLS HRVEACHIEVED DESIGN '
<br /> I , STRENG H AS LISTED tN STRUCTURAL NOTES.
<br /> II� I _
<br /> II i
<br /> ?!' .
<br />
|