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HomeMy WebLinkAboutCOR-2018-Comment Request -Cricchio, Kevin From: Sent: To: Subject: Attachments: Cricchio, Kevin Friday, September 28, 2018 10:58 AM Development Review Group 40 Room Motel Building Permit Application, 907 30th Street, BLD-2018-0594 BLD-2018-0594, 907 30th Street.pdf RE: 40 Room Motel Building Permit Application, 907 30th Street, BLD-2018-0594 Good afternoon all. We recently received a building permit application to construct a 40-room motel at 907cn 30tn Street. The subject application is still deemed incomplete. Nonetheless, for expediency sake please provide any comments to be by 5:00 PM on Friday, October 5". Please either email me your comments/ requirements or use the attached comment form. The complete application including the respective plan -set can be found on the back counter of the Planning Department. If you have any questions, please let me know. Thanks. Kevin Cricchio, AICP, ISA, WPIT � Associate Planner � Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1 904 6'h Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanocortes.orq I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 CrICChlO, Kevin From: Sent: To: Subject: Attachments: Cricchio, Kevin Friday, September 28, 2018 10:58 AM Development Review Group 40 Room Motel Building Permit Application, 907 30th Street, BLD-2018-0594 BLD-2018-0594, 907 30th Street.pdf RE: 40 Room Motel Building Permit Application, 907 30th Street, BLD-2018-0594 Good afternoon all. We recently received a building permit application to construct a 40-room motel at 907cn 30cn Street. The subject application is still deemed incomplete. Nonetheless, for expediency sake please provide any comments to be by 5:00 PM on Friday, October 51n. Please either email me your comments/ requirements or use the attached comment form. The complete application including the respective plan -set can be found on the back counter of the Planning Department. If you have any questions, please let me know. Thanks. Kevin Cricchio, AICP, ISA, 1rVPIT � Associate Planner � Certified Arborist Planning, Community & Economic Development Dept. City of Anacortes I P.O. Box 547 1 904 6th Street I Anacortes, WA 98221 360.293.1937 (work) kevinc@cityofanacortes.org I www.citvofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. it Cricchio, Kevin From: Sent: To: Subject: Attachments: Kevin, Jim Schemmer <jt.schemmer@scgeng.com> Wednesday, October 3, 2018 10:04 AM Cricchio, Kevin Redesign of 3002 Q Street Hotel 10-01-2018-BASE-37-UNIT-HOTELf.pdf; jt_schemmer.vcf The owners of the property are seeking to redesign the hotel. Please see the attached drawing. The off -site Civil Plans showing the street and ally improvements are not changing. Jim James T. Schemmer, P.E. President Schemmer Consulting Group PLLC 301 30th Street, Suite C Anacortes, WA 98221 360.293.9006 office 360.708.4386 cell 1 S89° 59' 07,( fb'1�l[�I�Ie3 S89° 59' 07,03"E� 150,000 S89° 59' 07,03"E 300,003 ALLEY ---, I I I I I I F, I I �I I -I-----f---- II I I I ---- � --_—__----T---_—_ _I___---_---r-- I I I I I I ,� I I I = �� I I I I L L _—_-- `/ I n n-I_..__....�. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _J_. .... ... ........... ___1.. ......... _.—___—I_.. BASEMENT FLOOR EGRESS PLAN FIRE RATED CONSTRUCTION SUMMARY PARAPET ARE REQUIRED BASED ON OPENINGS ALLOWED PER SEPARATION DISTANCE SMOKE AND FIRE ALARMS REQUIRED PER IBC FIRE PROTECTION SPRINKLERS PER NFPA 13 FIRE RATING OF WEST EXTERIOR WALL BETWEEN 0' AND 5' TO PROPERTY LINE: 1 HR RATING UNPROTECTED OPENINGS ALLOWED AT WEST EXTERIOR WALL BETWEEN 0' AND 5' TO PROPERTY LINE:25% OF WALL WITH NFPA 13 SPRINKLER SYSTEM FIRE RESISTANT RATING OF OTHER EXTERIOR WALLS BASED ON SEPARATION DISTANCE: 0 HRS FIRE RESISTANT RATING OF STRUCTURAL FRAME: 1 HR. FIRE RESISTANT RATING OF EXTERIOR BEARING WALLS: 0 HRS, 1 HR AT WEST WALL WALL SEPARATING DWELLING UNITS: 1 HR FIRE PARTITION WITH NFPA 13 SPRINKLER SYSTEM WALLS SEPARATING DWELLING UNITS FROM CORRIDORS: 1/2 HR FIRE RATING FIRE RESISTANT RATING OF INTERIOR BEARING WALLS: 0 HRS (EXCEPT AS NOTED OTHERWISE) FLOOR ASSEMBLIES SEPARATING DWELLING UNITS: 1 HR WITH NFPA 13 SPRINKLER SYSTEM FIRE RESISTANT RATING OF ROOF CONSTRUCTION: 0 HRS CAD FlLE: 17-091-ARCH EGRESS � PLOT DATE: EXIT PATH LEGEND ACTUAL DISTANCE TO EXIT � rALLOWED EXIT DISTANCE XX (XXX) ------ EXIT PATH EXIT EXIT LIGHT WITH DIRECTIONAL ARROWS FE FIRE EXTINGUISHER CABINET -VERIFY LOCATION W/FIRE MARSHAL zolslec OCCUPANCY TYPE: R1 CONSTRUCTION TYPE: VA TOTAL BUILDING AREA: 20,949 TOTAL OCCUPANCY LOAD: STORIES: 4, W/ BASEMENT STORIES ALLOWED: 4 WITH FIRE PROTECTION SPRINKLERS BUILDING HEIGHT:41'-7.25" BUILDING HEIGHT ALLOWED: 40' FROM MEAN LOT HEIGHT CLASS C: ALL INTERIOR /EXTERIOR WOOD 1-HOUR CLASS B: EXIT STAIRWAYS / 2 HR INTERIOR WALLS CLASS B: PARKING LEVEL 2 HR WALLS CLASS B: BASEMENT 1 HR WALLS CLASS B: EXT.WALLS < 5' FROM PROP. 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FIRE RESISTANT RATING OF EXTERIOR BEARING WALLS: 0 HRS, 1 HR AT WEST WALL 2015 IBC OCCUPANCY TYPE:R1 WALL SEPARATING DWELLING UNITS: 1 HR FIRE PARTITION WITH NFPA 13 SPRINKLER SYSTEM CONSTRUCTION TYPE: VA TOTAL BUILDING AREA: 20,949 WALLS SEPARATING DWELLING UNITS FROM CORRIDORS: 1/2 HR FIRE RATING TOTAL OCCUPANCY LOAD: STORIES: 4, W/ BASEMENT FIRE RESISTANT RATING OF INTERIOR BEARING WALLS: 0 HRS (EXCEPT AS NOTED OTHERWISE) STORIES ALLOWED: 4 WITH FIRE PROTECTION SPRINKLERS BUILDING HEIGHT: 41'-7.25" FLOOR ASSEMBLIES SEPARATING DWELLING UNITS: 1 HR WITH NFPA 13 SPRINKLER SYSTEM BUILDING HEIGHT ALLOWED:40' FROM MEAN LOT HEIGHT CLASS C: ALL INTERIOR /EXTERIOR WOOD 1-HOUR FIRE RESISTANT RATING OF ROOF CONSTRUCTION: 0 HRS CLASS B: EXIT STAIRWAYS / 2 HR INTERIOR WALLS CLASS B: PARKING LEVEL 2 HR WALLS CLASS B: BASEMENT 1 HR WALLS CLASS B: EXT.WALLS <5' FROM PROP. 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FIRE RESISTANT RATING OF EXTERIOR BEARING WALLS: 0 HRS, 1 HR AT WEST WALL 2015 IBC OCCUPANCY TYPE: R1 WALL SEPARATING DWELLING UNITS: 1 HR FIRE PARTITION WITH NFPA 13 SPRINKLER SYSTEM CONSTRUCTION TYPE: VA TOTAL BUILDING AREA: 20,949 TOTAL OCCUPANCY LOAD: WALLS SEPARATING DWELLING UNITS FROM CORRIDORS: 1/2 HR FIRE RATING STORIES: 4, W/ BASEMENT FIRE RESISTANT RATING OF INTERIOR BEARING WALLS: 0 HRS (EXCEPT AS NOTED OTHERWISE) STORIES ALLOWED: 4 WITH FIRE PROTECTION SPRINKLERS BUILDING HEIGHT: 41'-7.25" FLOOR ASSEMBLIES SEPARATING DWELLING UNITS: 1 HR WITH NFPA 13 SPRINKLER SYSTEM BUILDING HEIGHT ALLOWED: 40' FROM MEAN LOT HEIGHT CLASS C: ALL INTERIOR /EXTERIOR WOOD 1-HOUR CLASS B: EXIT STAIRWAYS /2 HR INTERIOR WALLS FIRE RESISTANT RATING OF ROOF CONSTRUCTION: 0 HRS CLASS B: PARKING LEVEL 2 HR WALLS CLASS B: BASEMENT 1 HR WALLS CLASS B: EXT.WALLS < 5' FROM PROP. 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EG-4 I #4-1 -1 BED UNIT I R1 45] SF 2005E/OCc 2 OCC — — — — — — — — — — — —1 I ---T-----1--. - r-------- I I EXIT I i I I I O � � a0>pJN J L— I I I I I I � #414 -2BED UNIT R1 I 2995E 300SFIOCC 2 occ I I I CAD FILE: 17-091-ARCH EGRESS I PLOT DATE: �� I I #42-1 BED UNIT I -----j 45/ sF / 2995FIOCC 200c I �------ I I — I I i I I I I I I I I I I I I #4-3-1 BED UNIT R1 255 SF 2905FIOCc 2 OCC I I I I I I r-----------I I I I �� I �I' I I I I I I n 43.5' �-- I I �s/ i � ' I I I � I I it4-4 -1 BED UNIT I ti4-5 -1 BED UNIT —..� #4-6 -1 BED UNIT I Ri Ri Rt I 200.9F/OCC 299SFIOCC 290.4E/OCC I 20CC I 20CC l 20CC-------� I I I I I I L--- --1 I I ____� I I I I I I I I I I I I I N4 HALL,STAIR, I I ELEVATOR II 1I — — 1 — — — — — — — — — — — — — — — — R1 — — — — � — — — — — — — — — — — — — — — — — — r — T ]945F I I 299 sFlOCC I I I aocc I I I I I I � I I I I I 4 I I I I I I I a I I I I I I I I I I I I I R/A I I I I I I ___ � —� I L___________, I I I _____, r__________J I I I I ROUSER EEPING i I I I I 155E/OCC I I I S OCC I I I I I I I I I I ze'n5/ ----� I I I I I #4-13 -1 BED UNIT I I #4-12-2BED UNIT #411 -1 Bf0 UNIT I 2945E I I 2]s sF 2]e SF I I 3905FlOCC I 2005E/OCC 200 sFlocc I _ _ _ _ _ _ _ _ J 2 occ I 2 occ 2 occ i i #4-10 STORAGE I I I I I I �aaarSFi c I I I I t cc j i I I �\ I 3T I 3]'1 4th FLOOR EGRESS PLAN I I �-------------------� I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I V_ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ! 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I I , I J I I I I I � 47-1 BED UNIT I R1 294 sF I 299$F/oCC 2 OCc I I I FIRE RATED CONSTRUCTION SUMMARY EXIT PATH LEGEND EXIT SUMMARY PARAPET ARE REQUIRED BASED ON OPENINGS ALLOWED PER SEPARATION DISTANCE ACTUAL DISTANCE TO EXIT � rALLOWED EXIT DISTANCE ❑ ❑ W � x x 1 ❑w > > >o >cn ¢W ¢w SMOKE AND FIRE ALARMS REQUIRED PER IBC > w � w � O x O o: a a ❑_ XX (XXX) � w � vwi ❑ N � a O z � z > FIRE PROTECTION SPRINKLERS PER NFPA 13 ----- w � x a > a x o x ❑ � � � o: EXIT PATH � p ¢ ¢ ❑ ~ z ❑ FIRE RATING OF WEST EXTERIOR WALL BETWEEN 0' AND 5' TO PROPERTY LINE: 1 HR RATING z � � � � � 5 w � � ¢ v w U w EXIT EXIT LIGHT WITH DIRECTIONAL ARROWS �' O x p X p I_- � = r- � � � � � UNPROTECTED OPENINGS ALLOWED AT WEST EXTERIOR WALL BETWEEN 0' AND 5' TO w O � � � LL w a .�"'.. w � � w � w PROPERTY LINE:25 % OF WALL WITH NFPA 13 SPRINKLER SYSTEM FIRE RESISTANT RATING OF OTHER EXTERIOR WALLS BASED ON SEPARATION DISTANCE: 0 HRS FE FIRE EXTINGUISHER CABINET O Z6 1 1 32" 36" 75' 75' - VERIFY LOCATION W/FIRE MARSHAL FIRE RESISTANT RATING OF STRUCTURAL FRAME: 1 HR. FIRE RESISTANT RATING OF EXTERIOR BEARING WALLS: 0 HRS, 1 HR AT WEST WALL 20151BC OCCUPANCY TYPE: R1 O ZE 1 1 32" 36" 75' 75' WALL SEPARATING DWELLING UNITS: 1 HR FIRE PARTITION WITH NFPA 13 SPRINKLER SYSTEM CONSTRUCTION TYPE: VA TOTAL BUILDING AREA: 20,949 WALLS SEPARATING DWELLING UNITS FROM CORRIDORS: 1/2 HR FlRE RATING TOTAL OCCUPANCY LOAD: O STORIES:4, W/BASEMENT FIRE RESISTANT RATING OF INTERIOR BEARING WALLS: 0 HRS (EXCEPT AS NOTED OTHERWISE) STORIES ALLOWED: 4 WITH FIRE PROTECTION SPRINKLERS BUILDING HEIGHT: 41'-7.25" O FLOOR ASSEMBLIES SEPARATING DWELLING UNITS: 1 HR WITH NFPA 13 SPRINKLER SYSTEM BUILDING HEIGHT ALLOWED: 40' FROM MEAN LOT HEIGHT e} CLASS C: ALL INTERIOR! EXTERIOR WOOD 1-HOUR CLASS 8: EXIT STAIRWAYS /2 HR INTERIOR WALLS FIRE RESISTANT RATING OF ROOF CONSTRUCTION: 0 HRS CLASS B: PARKING LEVEL 2 HR WALLS O CLASS B: BASEMENT 1 HR WALLS 5 CLASS B: EXT.WALLS < 5' FROM PROP. LINE 2 HR WALLS '_ —, `t' I ....._.... I D�VJN nrrlrxom mis II POINT TO �„^. EXIT BELOW- '^-� I I I I - I I L m ❑ p z w D, � Y W O 0 U o� a �� o V ��o �Sm x Noe cVi� �` � Z CQ J G � (n � W J � � Os U �r J � � � = Q Q ¢ Q � r:f-0 M �i Y M Q DESIGNED BY Schemmer Consulting Group, PLLC 360-293-9G06 JOB NO. 17-091 SH EET NO. ��_� / TEMPORARY EROSION AND SEDIMENTA CONTROL(TESC) ACCESS ROAD 1. CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE, UNLESS APPROVED BY THE OFFICIAL A GRAVEL CONSTRUCTION ROAD SHALL BE INSTALLEDWHICH WILL REMOVE AS MUCH MUD AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR TO ENTERING THE PUBLIC ROADWAY. THE EFFECTIVENESS AND EFFICIENCY OF THE REMOVAL SHALL BE TO THE SATISFACTION OF THE OFFICIAL IF CONDITIONS ARE SUCH THAT AN INSUFFICIENT AMOUNT OF MATERIAL IS REMOVED FROM THE TIRES BY CONTACT WITH THE AGGREGATE, THE TIRES SHALL BE WASHED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY. THE WATER FROM THIS PROCESS SHALL BE DIRECTED TO A SEDIMENTATION POND OR OTHER APPROPRIATE SEDIMENT. TRAPPING BMPFOR TREATMENT PRIOR TO RELEASE TO THE PUBLIC STORM WATER SYSTEM. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT SHALL PREVENT THE TRACKING OR FLOW OF MUD ONTO THE PUBLIC RIGHT-0E-WAY. PERIODIC MAINTANANCE OF THE ENTRANCE, INCLUDING THE REMOVAL AND REPLACEMENT OF AGGREGATE, AND CLEANING ANDIOR REPAIR OF SEDIMENT-TRAPPINGDEVICES SHALL BE PERFORMED AS CON DmONS DICTATE OR AS DIRECTED BY THE OFFICIAL. SEDIMENT TRACED ONTO THE PUBLIC ROADWAYS SHALL BE CLEANED ON AT LEAST A DAILY BASIS. SOIL STABILIZATION 2. ALL EXPOSED SOILS SHALL BE PREVENTED FROM MOVING OFF -SITE OR INTO NATURAL OR ARTIFICAL DRAINAGE SYSTEMS THROUGH SUITABLE APPLICATION OF SNIPS INCLUDING BUT NOT LIMITED TO SOD OR OTHER VEGITATION, PLASTIC COVERING, MULCHING, OR APPLICATION OF GROUND BASE ON AREAS TO BE PAVED. PROTECTION OF ADJACENT PROPERTIES 3. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS, DIKES, BERMS, OR MULCHING, OR BY A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE EMP'S. SURROUNDING PROPERTIES SHALL BE PROTECTED FROM STORM WATER RUNOFF FROM THE DEVELOPMENT. THIS SHALL BE ACCOMPLISH ED. BY CONSTRUCTING A PRIVATE DRAIN LINE ON THE PERIMETER OF THE DEVELOPMENT AND DISCHARGING THE STORM RUNOFF INTO A PUBLIC ,STORM SEWER SYSTEM. OPEN SPACE TRACTS AND BUFFERS SHALL NOT BE USED FOR THIS PURPOSE UNLESS OTHERWISE APPROVED, PRIVATE DRAIN LINES SHALL BE CONTAINED IN PRIVATE DRAINAGE EASEMENTS WITH APPROPRIATE STATEMENTS PLACED ON APPROVING DOCUMENTS. MAINTENANCE 4. ALL EROSION AND SEDIMENTATION CONTROL METHODS SHALL BE MAINTAINED AND REGULARLY INSPECTED BY THE PERMIT APPLICANT IN ORDER TO INSURE CONTINUED PERFORMANCE DURING THE LIFE OF CONSTRUCTION. ( NOTE: WITHOUT PROPER MAINTANANCE, COU NTY BUILDING INSPECTORS MAY SUSPEND ALL AUTHORISED WORK ON YOUR PROJECT UNTILL CORRECTIVE MEASURES ARE COMPLETED), UNUSUALEVENTS S. ANYADVERSE EFFECTS OF INCREASED RUNOFF (UNUSUAL OR LARGE STORM EVENTS) RESULTING FROM LAND DISTURBING ACTIVITYES SHALL BE CONTROLLED BY APPROPRIATE MEASURES AS SOON AS POSSIBLE. ADDITIONAL EROSION CONTROL MEASURES MAY BE NECESSARY WHERE YOUR PROJECT IS LOCATED ADJACENT TO A CRITICAL AREA FOR MORE INFORMATION REGARDING GRADING AND DRAINAGE PROVISIONS SEE SCC 14.32. ENERGY CODE NOTES CONTRACTOR TO ADD ADDITIONAL FRAMING OR BLOCKING AS REQUIRED TO MEET CURRENT ENERGY CODE REQUIREMENTS AIR LEAKAGE: SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR RIM JOIST BETWEEN STORIES TO BE CAULK/SEALED. ALL HOLES IN BUILDING ENVELOPE ARE TO BE CAULK/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING &HVAC PENETRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKEDISEALED WITH APPROVED SEALANT, OR HAVE FOAM GASKETS INSTALLED. ALL RECESSED LIGHTS ARE TO TO BE IC RATED, AIR TIGHT & SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS & DOORS TO BE CAULKED/SEALED, ALL CEILING EXHAUST FAN DUCTING TO BE INSULATED AS PER CODE, TO HAVE AS FEW BENDS AS POSSIBLE, AND TO TERMINATE THE EXTERIOR OF THE STRUCTURE. INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT COMPRESS. CUT TO FIT AROUND WIRES, PIPES AND OUTLET BOXES. ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED HABITABLE SPACE TO HAVE SEALED JOINTS, CORNERS & BOOTS, AND INSULATED IN ACCORDANCE WITH WSEC 2015 EDITION SPECIFICATIONS ("WSEC 2016). A ONE PERM OR LESS VAPOR RETARDER (IE: KRAFT PAPER, PVA PAINT, ECT.) IS TO BE INSTALLED ON THE WARM SIDE OF ALL INSULATION. ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED, OR SEALED AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR TIGHT. ALL WATER PIPES IN UN -HEATED SPACES TO BE INSULATED IN ACCORDANCE WITH WSEC 2015. EXTERIOR DOORS TO BE ADJUSTED SO WEATHER-STRIPPING, THRESHOLD, & DOOR SWEEP ARE WORKING PROPERLY & SEAL WELL BLOWN -IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS FOR DENSITY .& COVERAGE. PROVIDE VENT BAFFLES AS REQUIRED & INSULATE & WEATHER-STRIP ATTIC ACCESS DOOR. PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED DIRECTLY INTO THE RETURN AIR PLENUM OF THE FURNACE SYSTEM. INSULATE THE DUCT IN ACCORDANCE TO WSEC 21015. PROVIDE DAMPER TO REGULATE INCOMING FRESH AIR. ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES & CLOTHES DRYERS, TO HAVE COMBUSTION AIR DUCTED DIRECTLY TO THEM. ALL COMBUSTION EXHAUSTS TO BE SEPARATED BE A MIN. 3" VERT. AND 1O' HORZ CAD FILE: 17-091-ARCH PLOT DATE: 08/23/2018 BUILDING CODES CONSTRUCTION SHALL COMPLY WITH BUILDING AND STRUCTURAL 20151BC MECHANICAL 20151RC PLUMBING 2015 UPC ENERGY & VENTILATION 2015 WSEC INSULATION VALUES WALLS ABOVE GRADE BELOW GRADE R-21 R-21 CEILING FLAT VAULTED R-09 R-38 FLOOR CRAWL SPACE' SLAB ON GRADE R 30 R-10 I�t 30th STREET 23 I 24 I 25 V � v 4U15 16 17 18 19 20 21 22 00 O 0 O 0 42 I 41 I 40 I 39 I 38 I 37 I 36 35 I lsoc HIGH POINT 7fi.64' ALLEYWAY SITE PLAN PROJECT INFORMATION Project Info.: This Project consists of a new, 4 story, 40 room, concrete /wood frame Hotel with a indoor _ swimming pool, exorcize room, one elevator, 2 stairways = Owner: EKTERAASARA, LLC. _ 905 20th Street Anacortes, WA 98221 O- ProjectAddress: TBD qFn _ _ Anacortes, WA. 98221 > W Legal Discription : WHITNEY'S 1ST TO ANACORTES, LOTS 11 a 2 AND 3, BLOCK4,'WHITNEY'S FIRST ADDITION Y TO THE CITY OF ANACORTES,' AS PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 32, RECORDS OF SKAGIT COUNTY, WASHINGTON. WHITNEY'S LOTS 1, 2 AND 3, BLOCK 4,HITNEY'S FIRST ADDITION TO THE CITY OF ANACORTES,' AS ° 101 1 H I m PER PLAT RECORDED IN VOLUME 2 OF PLATS, PAGE 32, RECORDS OF SKAGIT COUNTY, z UJ WASHINGTON. a w W Y UJ ❑ ❑ U City Zoning : R2 Assessors Parcel # : 606113 60612 Codes : 2015 International Building Code (IBC) International Mechanical Code (IMC) International Fuel Gas Code (IFGC) Uniform Plumbing Code (UPC) International Fire Code (IFC) Washington State Ventilation and Indoor air Quality Code (WSVIAQ) cv ,.v vaa[ m �ww u,o, Construction Type : Type V-A, Rated Building Height : 41'-7 Y4" Building Areas : Basement - 938 Sq Ft 1st Floor- 1865 Sq Ft. 2nd Floor- 5933 Sq.Ft. 3rd Floor- 5933 Sq.Ft. 4th Floor- 5933 Sq Ft Stairway Area - 347 Sq Et TotalBuilding Area - 20949 59 Ft Parking Area- 11n12 Sq Ft Landscape Area- 3967 SD Ft Total Impervious Area - 13224 Sa.Ft Total Lot Size - 14962 Sq.Ft, Gross Area- 30952Sq.Ft. DRAWING INDEX VV-V are Ilan, rroJeG[ Ini(JrmiitlOfl W-00 Site Layout, Parking Plan W-1 Basement Wall Plan W-2 First Floor Wall Plan .� CD � � .��� � � � �� N \ ���� � � \�\ \ \ \�\\ \ O �, � �� � � � HATCHED AREA REPRESENTS THE 2nd, 3rd AND 4th \ �� FLOORS ABOVE THE PARKING ��. \ :� � ��� ��� � � � � ��. � �, � �� ��.3 A � ,. / �� � �� W eR® C3l i:9].. / � � .� �. I i / � \' Ds �MEDIULP I 72.39 �\ \ � ��� . LOW 68.15 `--__-^III 23 24 25 6 R� - f: l � i � ».e�P � 15 16 17 18 19 20 21 22 0 0 0 0 � ® � � o l o l o l o o l o 0 0 l o l o I� 42 ,41 40 39 38 37 36 35 34 33 32 HIGH POINT 76.64' GROUND FLOOR PARKING PLAN CAD FILE 17-091-ARCH 31 I 30 I 29 I 28 I 27 I 26 =_- z o __��- w ._-. Y o ; > � m 0 0 zz � i w O C1 U �. �� 3� �y �� o �m �d yam W �' �. Wag�"� ����$ Z � J oa � �z wY �� �a J N J N a7 O � ��' _ ��� (n w N OV L i � O � �tiY�Q IESIGNED BV Schemmer Consulting Group, PLLC 366-293-9606 OB NO. 17-091 IHEET NO. W-00 `` III'�li�ll' BSB1 BS1 BASEMENT WALL FF @ 61.020' _0F� FRAMING PLAN WALL FRAMING NOT ES in2x6 Ext. wall framing spaced at 16" on center Provide (1) btm. plate and (2) top plate, plate slices no less than 4' Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R- 21 insulation. Typical U. N. O. Q 2x4 Int. stud wall. Typical at Int. unless noted otherwise. Space studs at 16" on center. �3 2x4 Party Wall. See detail on sheet BS-2 Space studs at 16" on center. TYP. ® 4 x12 DF #2 headers. Typical unless noted otherwise. See FLOOR & ROOF FRAMING PLANS for header size's. Q All windows and doors with glass to be Low-E glazing per 2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval. FAN =Min. 90CFM Exhaust Fan NO Vent to outside of structure ® =Smoke Detector ® =Carbon Monoxide Detector $093 DESIGNED BY fichemmer Consulting Oroup, PLLC � R6^j�j�',p�t,� 360-293-9006 17-091 AR,'N 9/Of iCf etlFWA iN � SHEET NO. W-1 I CAD FILE: 17-091-ARCH N W .P BS 3-run U 19@ V' DS 74. a-s TEMP PIC DOS CAD FILE: 17-091-ARCH PLOT DATE: 08232018 N �� so CHECK IN DESK:H 2,-11z' z� OFFICE 71,t 2 EMPLOYEE CLOSET moo.. 3 �1 8 . uu TE R/A n CHUTE - LUGGAGE - ICARTAREA 4' _ I 3.5 2- e B.�8 11 GROUND FLOOR WALL FRAMING Sq, FF @ 70.791' 1865 Sg 347.00 q.Ft. Stairs Total 2212 Sq Ft. LOBBY SEATING 3-0' EXERCISE 134-8 Y 268 SF POOL 3E 1 3-0 O W3-0 WALL FRAMING NOTES 2x6 EM. wall framing spaced at 16" on center Provide (1) btm, plate and (2) top plate, plate slices no less than 4'. Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R- 21 insulation. Typical U. N. O. 0 2x4 Int. stud wall. Typical at Int. unless noted otherwise. Space studs at 16" on center. 3O 2x4 Party Wall. See detail on sheet BS-2 Space studs at 16" on center. TYR ® 4 x12 DF #2 headers. Typical unless noted otherwise. See FLOOR & ROOF FRAMING PLANS for header size's. Q All windows and doors with glass to be Low-E glazing per2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval. FAN =Min. 90CFM Exhaust Fan vro Vent to outside of structure ® =Smoke Detector @ry =Carbon Monoxide Detector LINE OF EXTERIOR WALL ABOVE 25'- 211 C 3-0 3-0 UP 'c 19R0 .—.. w w 0 Schemmer Consulting Group, PLLC 360-293-9006 JOB NO. 17-091 SHEET NO. W-2 BB s1 1 -- 1 e-0xasxox ao:aszox e-oxasxox 'I e�oxa�xox 8-0x4-6XOX i eu.asxox I 2nd FLOOR WALL FRAMING FF @ 80.291' Ya' = r-a' 5932.65 Sq.Ft. 347.00 Sq.Ft. Stairs Total 6279.65 Sq Ft. WALL FRAMING NOTES Q1 2x6 Ext wall framing spaced at 16" on center Provide (1) btm, plate and (2) top plate, plate slices no less than 4'. Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R- 21 insulation. Typical U. N. O. 0 2x4 Int. stud wall. Typical at Int. unless noted otherwise. Space studs at 16" on center. Q3 2x4 Party Wall. See detail on sheet BS-2 Space studs at 16" on center. TYP. ® 4 x12 DF #2 headers. Typical unless noted otherwise. See FLOOR &ROOF FRAMING PLANS for header size's. Q All windows and doors with glass to be Low-E glazing per2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval. FAN =Min. 90CFM Fxhaust Fan vro Vent to outside of structure ® =Smoke Detector ® =Carbon Monoxide Detector O �- O� J � Q z J OJ U J Q DESIGNED BV schemmer Consulting Group, PILL 360.293-900fi 17-091 W-3 CAD FILE: 17-091-ARCH I PLOT DATE: OB123/2018 zs'-12' oa x t�.rsro ray 3" BEARING EA SIDE TYP. AT ALL WINDOWS 3rd FLOOR FRAMING FF @ 90.812' 6932.65 Sq.Ft. 347.00 Sq.Ft. Stairs Total 6279.66 Sq Ft. FLOOR FRAMING NOTES Q 14" 90 2.0 BCI or equal spaced at 16" on center with 3/4" T&G plywood sub -floor material and 1 yz' thick light weight concrete Provide fillers, web stiffeners, blocking panels and backer blocks recommended by the manufacturer. See details on sheet BS-2 forfurther details and soundproofing. 02 14" x 1 1/4" Versa -strand or equal rim joist Typical at Rim. 03 4 x 12 DF beam w/ 1 %z' min. bearing each side U.N.O. 2nd floor wall framing below, see Wall Framing Plan /Typical Wall Section for additional details. J w O L_ O M U J N J N �a v4� a� L.L � � W N U r✓ F— O � C I.�LYMQ OgsiOrveu By Schemmer Consulting Group, PLLC 360�293-9G06 CAD FILE: 17-091-ARCH � PLOT DATE: 0823/?016 JOB NO. 17-091 SHEET NO. W-4 BSB1 BS1 WALL FRAMING NOTES 3rd FLOOR WALL FRAMING FF�90.812' 5932.65 347.00 Sq.Ft. Stairs Total 6279,65 Sq Ft. " Sq.Ft. Q1 2x6 Ext. wall framing spaced at 16" on center Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R- 21 insulation. Typical U. N. O. Q 2x4 Int. stud wall. Typical at Int, unless noted otherwise. Space studs at 16" on center. 03 2x4 Party Wall. See detail on sheet BS-2 Space 4 x12 studs at 16" on center. TYP. ® DF #2 headers. Typical unless noted otherwise. See All FLOOR & ROOF FRAMING PLANS for header size's. windows and doors with glass to be Low-E glazing per 2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval, o =Min. 90CFM Exhaust Fan Vent to outside of structure =Smoke Detector ® =Carbon Monoxide Detector > m W ❑ Z y W K 2 ❑ ❑ U _ a 3� _ a PS zp�OM S g, md SchemmerConsulting Group, PLLC 360.293-9006 17-091 W-5 CAD FILE 17-091-ARCH PLOT DATE: OB/23/2018 I B BS1 38'J �" 25'S �:: .....�-_—.. i —..— I 2 ' - - - -' -- - - I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -- -- I I I I I I I 1 1 ( I I I I I `I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I] I I I I I I I I I I s l I I I I I II I I I I I I I I ' I I I I I I I I I I I I I I �I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ' I I i—i--i— t—� — _._..— ..— --- —.... — L....— M t I I I I I I I I I I I I I I I` I�� I I I I I I I I �. I--_ M I I ' I L, I I I I I I I I I I j I I I I 1_ I I I � !�h ;. � � ��JJ � I �..� Y I I I I I I I � I � I. � � � � � � I I II. I I ��-a.L__L.J�' �L_� I I I I I � 1 I I I I I ��-�L,J_Jp� ��_�-� I I I I I` I I I I I I "�.�%-� 4th FLOOR FRAMING FF @ 100.66' Ya' = 1'-0" 5932.65 Sq.Ft. 347.00 Sq.Ft. Stairs Total 6279.65 Sq Ft I I I I I I I I I jl I I I I I I' I I- 1 1 1 1 1 1 1 1 1 I I I I I I I I I U I l l l l f l l I I I I I I I I I I, I I I I I I I I Ijl I I I I I I I I I I I I I I I I I I I I I I I I I I�I I I I I I I' I I I l l l l l l l l I I I I I I I I Ijl I I I I I I I I I I I I I I I I I I I I I I I I I III I I I I I I I I I l l f l l l l l I I I I 'I I I I I II I I I I I I' I I I I I I I I I I I I I 4--I ;I� I I I I C I I I 1 1 1� I' I I � I I I I, J—�...: I I I I I� I I I I I I I I I I I I I II I I L I I I I I Q: I I 1__L� I I I I I I I I I I I I I I �L I I I I I II-�L_1 FLOOR FRAMING NOTES 0 14" 90 2.0 BCI or equal spaced at 16" on center with 3/4" T&G plywood sub -floor material and 1 Yz' thick light weight concrete Provide fillers, web stiffeners, blocking panels and backer blocks recommended by the manufacturer. See details on sheet BS-2 for further details and soundproofing I� 14" x 1 1/4" Versa -strand or equal rim joist. Typical at Rim. ® 4 x 12 DF beam w/ 1 Yz'° min. bearing each side U.N.O. ® 3rd floor wall framing below, see WaII Framing Plan /Typical Wall Section for additional details. I� U J N J N J q � UC � � Q C O � Q N � � d o lJJ N N � � O MliYo¢ IESIGNED BY Schemmer Consulting Group, PLLC 360.293-9006 OB NO. 17-091 SHEET NO. W-6 CAD FILE: 17-091-ARCH � PLOT DATE: 0823/2018 BSB1 4th FLOOR WALL FRAMING FF @ 100.66' Oil 5932.65 Sq.FtFt. .y'lm� 347.00 Sq.Stairs Total 6279,65 Sq Ft, CAD FILE 17-091-ARCH PLOT DATE: 08/232018 WALL FRAMING NOTES (� 2x6 Ext. wall framing spaced at 16" on center Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Provide 7/16" thick OSB sheathing on perimeter bearing walls. Provide R-21 insulation. Typical U. N. 0. 2x4 Int. stud wall. Typical at Int. unless noted otherwise. Space studs at 16" on center. O 2x4 Party Wall. See detail on sheet BS-2 Space studs at 16" on center. TYR ® 4 x12 DF #2 headers. Typical unless noted otherwise. See FLOOR & ROOF FRAMING PLANS for header size's. All windows and doors with glass to be Low - glazing per 2015 WSEC. © Prefabricated Steel Stair assembly. Fabricator to provided shop drawings of installation for review and approval, o =Min. 90CFM Exhaust Fan Vent to outside of structure ® =Smoke Detector ® =Carbon Monoxide Detector J o F- �' J � J o Q 6chemmer Consulting Group, PLLC 360-293-9006 17-091 W-7 __ r - I I I I I I I I�I I I::: I I I I I 1 1rtY I I I I I I I I I I I I' I I I I I I I I I i I_ I I I I I I I I I I I I �- 11 1 i I I if I I I I 5.5 x 11.875 PSL TYP. AT ALL WINDOWS I I I I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I 02 I I I j i I I I I I I I I I I __� I I I I I I I l j l I I I I I I i I I I I I I I I I I I i�I -t r'II .il I I I I I I I II I I�1 I I I I I I ROOF FRAMING NOTES 14" 90 2.0 BCI or equal spaced at 16" on center ROOF FRAMING with3/4"T&Gplywoodsub-floormaterial. Provide fillers, web stiffeners, blocking panels and backer blocks Y4' = 1'-0" rewmmended by the manufacturer. 5932.65 Sq.Ft. See details on sheet BS-1 for further details. 347.00 Sq.Ft. Stairs � 11.875" 6500 1.8 BCI or equal spaced at 16" on center Total 6279.65 Sq Ft. with 3/4" T&G plywood sub -floor material. Provide fillers, web stiffeners, blocking panels and backer blocks recommended by the manufacturer. See details on sheet BS-1 forfurther details. 'B 11.875" 6500 1.8 BCI or equal spaced at 24" on center with 7/s' sheathing w/ 30# felt and owners choice of roofing. Provide fillers, web stiffeners, blocking panels and backer blocks recommended by the manufacturer. See details on sheet BS-1 forfurther details. 02 28" x 30"min. roof access. Provide 2 x12 skirt overjoist. See detail on sheet BS-1 SPOUT Q3 2 x fi bearing wall, studs spaced at 16" on center. Provide 7/16" OSB sheathing at perimeter bearing walls. ® 2 x12" fascia board at pool roof w/ 2 x 4 over 0 Ali load bearing headers at interior doors to be 4 x 12 DF, unless noted otherwise. © TPO single ply roofing membrane w/ a 4" thick rigid polyiso sheet system. 07 Parapet wall system, see sheet BS-1 for details. © 4" rigid polyiso sheet system to have a Ye"per foot fall The arrows indicate the fall direction. Provide 24"x 48" Velux Skylites $099 �: U J N J N J � I-- Q � Q � � �� _ ¢ Q N � � d O W N N L I— O M li Y M Q DESIGNED 6Y Schemmer Consulting Group, PLLC 3fi0-793-9006 DB N0. 17-091 HEET NO. W-8 CAD. FILE: 17-091-ARCH O COPING CAP 1 Yz' SS RING SHANK @36" O.C. AFC CLADDING SYSTEM SEE SHT. E-3 FOR INSTALL DETAILS 24" TALL 2 x 4 WALL FRAMING 3/d' FURRING PER AFC DETAILS %i' PLYWOOD SHEATHING 3/d' FURRING PER AFC DETAILS BLOCKING BETWEEN STUDS 36" TALL 2 x 4 WALL FRAMING eet "E ICR 81 rs wil' SE From addit,..,,�. ....................... See Structural Engineering Plans for Concrete Foundation. 8ackf 11 to provide natural drainage away from structure. 6" perfer. footing drain continuous @perimeter. Provide a fi" tight line roof drain. System to drain to an approved location. �I �O O METAL CAP FINISH COAT COMPONENT © � pT sill, bolted to concrete slab of stem wall. OVER ENTIRE ROOF FINISH COAT COMPONENT COLOR AS SPECIFIED 0 2 x 6 exterior stud wall framing spaced at 16" on center. OVER ENTIRE ROOF Provide (2) top plates with splices a min of 48" apart COLOR AS SPECIFIED Provide 7/16" OSB sheathing at perimeter walls. Provide R-21 insulation at perimeter walls. ROOF DECK SYSTEM — ROOFDECK SYSTEM g 14" 90 2.0 BCI with 3/4"thick T&G plywood sub -floor & 1 %z' light WITH CANT STRIP WITH CANT STRIP weight concrete. No Tight weight concrete at roof. See Floor Framing Plans for details. 2 x 8 PT DF #2 —_ 09 4 x 12 DF#2 headers at bearing walls unless noted otherwise. 1q" BCI 90 2.0 OR EQUAL See FLOOR &ROOF FRAMING PLANS for header size. 3/4' PRESSURE to 2' tall Parapet Wall, see detail sht. BS-1 TREATED PLYWOOD �� R-491oose fill blown insulation. Maintain 1"min. ventilation space 14" BCI 90 2.0 OR and provide PVA paint or polyethylene sheet vapor retarder at interior side. APPROVED EQUAL t2 Provide R-30 insulation @under -floor area Attach w/ twin to under side of I -joist. 13 is Metal Stair System Stair treads to be no less than 12", no less than 48"wide. Risers to be no more than 7" Provide a hand rail no less than 42"and no more than 48" from nose of tread ff more than 3 risers. 2,_9„ 2� ROOF ACCESS DETAIL 1 Y" = 1'=0" C 3" �• 1 w z w 0 z O U w z m m J ai � m Q 3<hemmer Consulting Group, PLLC 36P293-9006 lOB NO. 17-091 SHEET NO. ��_� CAD FILE: 17-091-ARCH I PLOT DATE: 0823/2B18 �I 590Z GREEN GLUE R 131NSUL1"ION _ i I' AIR GAP 2X4WOOD 9TUDx �c R131NSULA'10N DOUBLES/9'GYP3UM 590Z GREEN GWE ICI �/ DOUBLE STUD - DOUBLE GGG�.SSIfjFo 7'3 SBOZ GREEN GLUE STC IBOTH $IDES) IJL FiS9`�AIE3�]Wr 1a 18R s.e7s" O �` CAD FILE: 17-091-ARCH tc,? Y '�� Whisper Gips '�_iSradere.rk Instaudnon Cx,lde ���� Layout Dattem For Whisper Clips tIo 1 � a _� �'.`.'pi'; . yP H .....�,. � ��� gyp` {�i • Y''«��1 � Y,�_ ...,J! ft .11.. r _1 „r—I WMsper Clip Lryout,Tbwe aq Lek): m.,. ," „mil,"„vn.�,.,�, � a�,p �� `px".,,.p��n,apti�,,.,e,�r..m�.,e.lw.,.� ae®wmpea�a»ns Mow Mary Pp I keudt wa 9>ny nne. ra+�mm xnMedv ln. w"" uuu'ThSnLmtl{xuorng ,�m� d WNsper Clips >. Whisper Clips u Trademark In;tai.,na, Guide i_` Trademark Insl'euatiun cL:i.k: v �n r.,. e,,.lx; � :ar,.xcaa STFDt WN.Y wrIWH1OID5 SIiD 1 MpL" PPYIWLLL w+ n n ".hc.. i.�, T wan a�M ��tM x �, sneer tltl _•I Y �e wwni ,m,eavw.o..., wwu.+ew.mv,.N.,e r . ,,,... YAppLV kATnwrNF15 m.,,b wn ���.�L�w�Memxai.m,•atMw .w.mmex<m,.x,o ,..,rs�v mx+x '� ff. i.. A���wMge we wr mowers ee m�in.n9�m,.w"�euu xr�aa��ee.Tn+m wnaJs,w.aw e. m w.a,y���mnm uw, .wnrv. v.t�wa n..�:w xn pmuf �. 4 iDpLY MM,5lNA1. CAIRN , . .. _ I ,� eU,. , .' 1 ... � .. ... w"i ! i L nd).mnflnry.<nm u\.u�.l-tit�nl n�IPro.,lillg,cam _ The products and systems orrSheet "BS-2" are only suggested and shown to identify theantended pertormance and/or appearance of the proposed materials. Comparable products and systemswill be considered as value engineering suggestions. — ... ..:� BUIlD1NG SECTION NOTES - ' � �� ' ,� � See Fo,mdaticn, FborFmmmg.�HPmming, Roof Framing ' I and Elevation Plans fir additional requirements. _ � See StruW,mi�9ine 9 PI -f rConaete.Famdation. _ .. '.� Baclddl4 Provide nafuraldmmage away 4om shucWre. : ® 6"peeler. ionting drain continuous �Pedmeter. - PmvideaS'Sghtfinemofdrain: Sysk,obdmiv man approved location. - 05 - - - � lxrr I.�IrEam�� saf�m-,��r— - - - - - - - - - - — I O zrsa� ma aura gspared.�ls"nnranmr. O . ....... ?mvidel2)lappl tesail6r pl a,48'apart. _ :.:. P avid 7n G'o59 h ath 9 tP rrme�r Ds. -i - - Rnvaf R�21 msUt tlp tpe 1e - Rs ' .- O ® 7A'9g29BC1 mfh314"Yvck7EGplravnd.sWHoar.81 X_'figM I 2 .. _._— - _ ;>Wigtd ranoe�. Ttr L9ht weigMranoete atroof - '. -.Saetlwrftemirlg Plans tordahgs. .-•---- - 5 � �=.tzuFaxt>asdare�tnaak�,gWau:��xaa„o�a�inam�a. ,'SeeiFlCffDR:8fi200F FRAMING PIAN9.6rrheaders¢e. fl-�.2'faRPaeapat WaY; see detail sht 95-1 ..ii�9fo£�'EIpWn:msNafion,idairffiint"nn'. �uenelaton space Wand pmvida�WApeintoryolyeMylelnsheet"+porrelarder et rah or side. ]�j 71] �7 j� ,}'��J �j''L �. - PrvvidaR:30:ihsiistian',@�tmd hoc-wlea �L-/V`�i..L/}�����./�jCJ�i��:. .�.f.�� : •. •Affich:w/ivnn.4.uubr side -of IgoisL .-.�^.:_ q�-0.� :;,/+\ lJ i_ _ Metal StairSystam �'© s>airaeadsmdsnpteasManSz',npt�Manas'wiae. �� -- - �Risms4Se mmom Mani - Pmvide�a�luMmi�rLolessYhan 42"aadnomore171an {8" PLOT DATE nanAr�n18 fivm rwsa of ssadJ.more Mon 3dsa . SPC Solution 3 -Soundproof Ceiling _ ,� -.. �` .F-`° 4 4 .., r � r mac..^ -:� �7y ie" r. a^ Existing SubAoor ;�` 2 Layers SpeedloadTM Green Glue - 2 Layers of 5/8" Drywall Joists Fiberglass Insulation -- 1Fil Soundproofing Clips -�'"- and Drywall Furring Channel — 2 Layers of 5/8" Drywall -�� and SpeedloadT^' Green Glue _ -I ��- Cs+Sol�adproe(IngGomponytom DecoLlpted Ceding Wcth Cop&Channel Fespr�per Lculaiion frcnv Faoifiallimp 't it's rrcc�ssary {a install th eilin3.lrywalf or, its ovn lndependentsusperuian. T1'Ie Cl;p Sv Chapnel 6scllh'. =. ,. aridpT.evkses vlbra°ion lselaticn snilar to youe cartire. You can dr'rvF thra apothaieandor:)y asmakl perilLn otthe �aibration l5ailaweG fc transe.�.-�.- !ha[enc�dy.5ame with the Clip&Cham,2l system: How SoundprodfirrgNps Work I iCOMRaiTER EXERCISE ROOM .: - �EVATOR � ' i WUNDRY _ HO I WATER N1€G1�,1�11GAL � _ TANKS t .. � ' 2 -O�_- .---�� � -� ..., I I RESTROOM RESTROOM II I - _ - II j 6.75" II �I ; ' I i I I t i 9,_ ��� MECHIANICAL EL CTRICAL I ell II , � 6887� li I i I I � _ _ . ------ ao' w 0 U � U Q Z ~ Ow -0 �� U w p � J V— Z � 0 J J J >Q m r J N J � J Q � � � F- Q c � O Q Q � � d O w N m � H O 'r"I � � � MLLY MGC f51GNED BY schemmer Consulting Group, PLLC 3611-293-90D6 DB NO. 17-091 .HEFT NO. ��_� <p. I AFC CLADDING SYSTEM SEE SHT E-3 FOR INSTALL DETAILS R g. l. , ,z-z• MEDIUM LOT W. CAD FILE: 17-091-ARCH PLOTDATE: o8mmmi SIDING eni iTu Gi ��inTinni WOOD HORIZONTAL LAP SIDING SEE DETAIL SHEET E2 Aluminum or stainless steel perforated sheet metal screen as per Direct Metals type "Octagon Cane" or approved equal. SHEET E2 U J N J N J � � Q c 2 � � f (n W N IESIGNED BV Schemmer Consulting Gfaup, PLLC 360-293-9006 OB NO. 17-091 SHEET NO, E-1 1" SOUTH WINDOW DETAIL 1z, NUK I H VVINUUVV Ut I HIL CAD FILE: 17-091-ARCH I PLOTDATE: 08/23/2018 AFC CLADDING SYSTEM SEE SHT E-3 FOR INSTALL DETAILS METAL FLASHING SLOPED 3/4' PLYWOOD 1"x 1"CEDAR CORNER GUARD MOULDING 8"CEDAR WRAP 4' ROL-LOCK FLASHING 2 x 4 FRAM ING 16" O.C. DRYWALL 11.875 PSL HEADER WINDOW LAMINATE TOP 8"CEDAR WRAP Yi' BACK STOP STEEL ANGLE BRACKET A C UNIT CUSTOM SCREEN 1"x 1"CEDAR CORNER GUARD MOULDING 8"CEDAR WRAP 2 x4 FRAMING @ 16" O.C. VENTED HARDIESOFFIT PANELS 14" BCI OR EQ. RIM & FLOOR JOIST AFC CLADDING SYSTEM SEE SHT E-3 FOR INSTALL DETAILS /s' OSB WALL SHEATING 2 x 6 STUD WALL Yz' DRYWALL Fiber Cement Panels as per American Fiber Cement Company - Minerite HD or approved equal. 5/16" FC Panels with 3/8" reveals horizontal and vertical, installed on 314" furring with UV resistant 61ack EPDM backing, attached with exposed stainless steel screws See SHT E-3 FOR INSTALLATION DETAILS WOODHORIZONTALLAP WEST ELEVATION ' SIDING 3/6 = 1 F.011 U J N J N J Oo N Q O cl) a, = Q Q tv O O LLI N U L i H O CO -- MIiYcoQ DESIGNED BY 6chemmer Consulting Group, PLLC 36P293-9006 JOB NO. 1M91 SHEET NO. E-2 ® cladding Arohiteetural Panels s- e SC)LUT ems Standard Installation Guidelines) Rain Screen Application —8mm Panels For ASHRAE 9111 Continuous Insulation, see R-TECOSYSTEM Guidelines as One American Fiber Cement Corporation lie 11 CEItIBRIT Panels All es 1 These guidelines p tan abbreviated gwsbation fell Pop . Retaliation of Car l Cover, Patina, St and Tureforem artmectural panes all vent laced fain applacaam Addhoonall guide Ines and pmrdtr® ebfd arAom it, an pail xm beclwrCladding lracitalon Application imib rrua¢ Sail) Instructions t ryfm bee, k ngs mvr 15U h high, or for buld,ngs in hmgh wick ames. Check whA }our AFC Cladding representative. 1. Panes to be Patina, Solid, Transparent or Cover. and paneVfastener location on building. Edge areas on 2 Vertical and horizontal joints to be Mmm (ti ). This facades and high wind load condivons require closer 6 the minimum distance between the edges of tWv fw'ng distances. adjacent panels, or the distance from panel edge to 3 Comer fasteners ED be located at a minimum of 25 mm metal trim extrusions or structural members (See nG A) (1') horizontally and a minimum of 70mm (I down/ 3. Pre -drill 11 f ed d d- point holes m panel so that gliding u wrticail from each Comer of panel. See PLC C P Y pa ( ) the (See HG E&F) q. 15min (s/e-)dearanceorequired from the edge To T (2) fixed points per panel (F) of wood profile To screw location RE The rest of the hots are to begilding points 5. screws must he located in the center of each hole in the (G). (See HG E&F) panel(FIG.B1). They most be perpendicular to pang a: See Fixing section (and pGs. E & F) for determining Suace (PG. B 2), and not becver tightened, which Would prevent the panel' rural movement. location of fixed pants in each panel 6. T fixed Dints aver 'red r antl nGS.E&F wo P ( ) p 4 Diameter of the fixed point hole is to be seem use a8 drill bit (5 OSmm) Fixed pants (for attachmenmen t to vernal profiles) are: 5. Diameter of the gliding point hole is to be Bmm— Always the Same height it, each panel. use 40 dnllbit (B02 mm). If As close to center of panel as possible, and then then tadjacent point to the left or right. Be 6. Joints between prof les must coincide with joints :n Coneither h ntt the panels Panels cannot bridge a break in the orcentertent d Eighlt, so fixed points are at the same pmriles, (See PG A) level hoito mdly for attachment Eo vertical profles). 7. Patina panels have a sanding gran that most be ae. a No two fared points on one panel on be on the counted for when posniar rig panels Rotating some Same profile, and no two fixed points an two panels g0a from the Grain gan of adjacent panels an adjacent panels an be on the same profile. resole the appearance of color sharing. For smaller panel Ell with only Two roe of B. After affixing the two fixed points, work from the tap of fasteners, fixed pants to be Top center and Top the panel Ell the bottom. left or top right modzontal applications AT vertical profiles). For vertical narrow panel applications on Fixing vertical profiles, vertical joints most'rxaporate two separate profiles fas Illustrated in DETAILS - TYP!Gtt — 1. The screw specifications fa Patina, Solid, Transparent or V£RI1CAt PANEL bwT). Cover must be respected (See HG G)Per _ 2. Fixing pattern is typically either 16' or 24' on center Check with talmd�hentAFC Cladding Repressainative horizontally (based upon wood profile spacing) and 1fi' to 24' on center venially, depending upon building AG f-Vertical imra!lafnn ofaertical profiles height. building location design criMH/spe<ifatiom - ♦HG. F-Horizontal screws are inserted `al@anon on insThe Pe!Profile der I using an electric of wile a Nghquality bit suitable for file type head. .be --' --- - insertedP➢ d I to he panel surface AG, and t be if-lover-tightened. G G ght d Check if 44 It torque ofrequently !i It c C' during 1! f he panels. O [gat _ g rGof i(G G� el)re t h panels' free do 11 G that nPeCary t aG accmodate changes n thermal and moisture conditions - -- --- -- -- - Hers , _,tin. —'s --- Construction Practices 1. Air space at top and batten of building to 6. Jabsite storage: be 2omm (ale') in facilitate airflow from out @ Keep material dry and covered with a behind the panels. Do not block venial airflow waterproof tarp. f windovars, Coon, eaves, a at the base of the a Do not use pallets or mates of material as a work building. Airflmv needs to be continuous from surface, and keep dust fame bottom to Top so there is movement behind each a Brush off any material dust generated by billing panel.between rl met 60 feet the ventilated or cutting prior to installation, This Prevents cavity pane aged the panel from dtsmloss ion due m abrasion or should be increased to 30mm (Its-). Air fiovv chemical reaction. behind the Cement fiber panels is a critical necessity ■ Transport material m edge. in screen wM dons. T. For Held cutsand drilling, use Carbide or damond 2. A perforated insect/vermin screen can he affixed to blades/bits and slowerturningifeed rates. panels. Care must be taken to assure the screens' B. All Solid Cover and Transparent field -cut edges geometry does not restrict air flow at the top or must be sealed with Cembrk Edge Sealer See edge bottom of the wall section. sealer application instructions for more information, 3. Instalf panels from top of building To bottom. a Furstraight Ytalb, Stan panel Installation incermar and work outward. Panels p d t 5. For walls with rode comers, startnstallation there tit ! 1 and work across wall n y y b bleb yt C a r n r!/ Sorb CPCa i.'.r- n dro 1� am Rain creation riarieiina weather are Plonad. k Preventing thermal bridges As hae insulating material4 on the outside of the structural wall, N can easily be mounted vinhout interruptions Caused by ficor slabs. In this way,any thermal bridges that occur t each floor slab can be prevented. These thermal bridges are also the cause of surface condensation that may result in fungus growth .._ Dissipating heat from the sun The ve t Inted ranstarthers cladding ynem has a coating effect when temperatures Outside are Most f the w p rays are reflected away from the budding. Heat ugh. passing through the It panel el n by the men t dingppartially the r space nerve the exterior cladding Cal wa8ng y panel and the structural wall. Any panel the ME� reffect residual heat managing to penetrate buildings Is very minor. Ralnstaoen at l I rig anest e the outside of the u lding and keep the structural wall (IyCryThe air space cnnectd to the outside air absolutely dry i va aces water and humidity that right have penetrated behind The wall-Cladding pan Is through is h t vertical joint. This water AN never reach me load bearing II d/orthe thermal insulation Protecting the basic structure and load -bearing wall against temperature variations in View of the fact that the Installation material is applied To the onside of the building, conventional Changes temperaturevery Compared with rho i din conventional a constructions1 Insulation is applied the -Interior.thoselnncnle works in Summer d wintern both hot and cold cl mates Prevention of internal condensation Insulation material can be applied to the outside of the structural wall because it is protected effectivelyby the architectural exteriorwall panel Because of differences in walsour pressure and temperature passing through the wall, conclessation has been shown TD occur dose to the vemll ted area and not in the shoscral wall I As a result the v invlaring effect G easily sufficient to dry our the thermal lnwlat ng material. Ala gee illV3 7 REM, TIFUT'll Fixing (commud) Details a For attachment To horizontal profiles, check with the AFC Cladding Representative, A two -layer ..- . WW=1.. attachment is required and the fixed poin agliding poim parameters are different. \ asti r Komi m 7 Aluminum joint closures and deco24ve Comer profiles a mare (ViT (maximum tit ckrmess of (nnhin C availabledrequiredx ( 9 e Standard practice': m Eraf, ch are arofilem he Bmm or 2l P 9a u9) a MhamexM1 rmall leave'o joints en no Y 1 P �. aw rd 8 fterrlwe residue from drilling fixed and gliding holes � Aaaar a ll prior to installing serewz. Prior m installation brush off =Alm ss„el m drilltna residue.- any dint on pared due _avow °a'manvran, s a sinr-nn m �m nwd n me G- antl Ink Wnpp :. a' ' Ias screw �c�eamm V � .-_..?'yy-____et F.G N- UV-resistant EPDM assimunul rubber joint seahny extedarmuStructure stripIf with ribs & Sheathing Oy Nrsl -. / i Imm7aaa my Typical Pattern Layout (W d+ua eIX rune Panels can beisdfi:Bbe(4 s'inia xIpk aoae atabnated tdsmalleruurrersats nw°„neegr v"'tl„ab 5:raiyht Basin maw) - pattern I ��emn�B wr�aP with ITS. 3'a AFC aadbrry vertical ,,,, Fmtenu tlmxss panels straight Pattern nh horizontal panels Semt pattern Land) horizoncaf panes E amWall H then 1F 1 structure a i I Panel BThollied all linenfI \\ aUnis b/P AMd r (thav ae pIl Metal r " ataleuud uwaa oaxpe 6 b,edrusx Building/Structure 1. Architect/Engineer/contractor to design and B. Joints between verdcal wood profiles to be a TOM build structurally sound, watertight exterior P/a-). A pint between the will profiles; must wall. Special care should be given to building always coincide with a joint between rise panels location, building height, and maximum actual (FIG. A). The joint is preferably continued at the same wind loads. horizonsal height among adjacent profiles (reduces 2. Attach woad profiles to exterior walls. Svuctut sbess in panel). alerrglneer to determine futenfng spedHcatlon, 9. For structures with exterior kUU18don. follow the Le. quantity and type of auadiment and fasteners, as insulation manufacturer's installation Instructions. well as the dmensbns and species of wood Profiles Horizontal wood profiles (the same depth as the compatible With exterior wall mrnwcnon fial D-7). exterior iixulation) can be attached W the exterior Attachment must he sufficient to support 3.2 Bluffs wall. Vertical wad profiles are then attached to the (8mm permit dead load plus design wind loads. horizontal profiles(F1G. 0-2). 3. The qualityof the wood mbe consistent with most prevailing standards in the area Fungi -reptant woods Prepare Profile are required, but must not be treated with agents that are corrosive to stainless steel screws 1. Typical vertical and horizontal joint are left open and 4. Wood profiles foraHMing panels need To provide have a black background (use a black building wrap). a2smm-30mm (1--fYa�)anpace(between Other retinal colors are posslbl rtd d. back panel ad exterior wall), the greater being for 2. At the vertical joints, the vruod profile's covered with buikfings over 60 feet high, up To a maximum height a 90m (34r') UV -resistant black EPDM rubberjoint of 150 feet Fa buildings orer 150 feat high, special sealing strip with ribs (tic EI provisions are required; check with your AFC Cladding 3- The joint sealing sump can be applied with a representative chemically compatible spray adhesive or double -sided S. Profile width at vertical joints to be a90mm(3'hat tape unul panels are affixed with screws The screws minimum, and interior profile Width to be bills min most be PClitlond between the ribs to permit (li urgreater, in allow tolerances in alignment, penetrated water to run off. Maximum length of wood profile s72 feet Minimum4 At interior wood profiles, a 45 min (P/.') W- screffir depth in Wood profiles 25mm IT a) resistant black EPDM rubber seal ng stop with ribs is 61 Profiles in be maight plumb, level and aligned applied. Spray adhesive or double -sided Tape on be careactfy m the building. Far wal"IT no exterior employed to hold strip until screws are fastened. insulation, affix vend furling drectly to exterior wall. 7 it is recommended to take field measurements before panels are cut w drilled. Feld rtceasurerenlsvedfy pr rot dmerLdmp a ensureproper fit FIG. B 2 — nG B 1 InrtrrorproM1le PG.A A Typical Vertrca' Joint PG, C '-tame - 1 See Detafl-lyplu�yerWral treamentusi kvarre - t using nw waodpmliks rem -315 ' h' 25-100 Il 3 %e) v. 70-100 (2F-3ms/i __ _AM Cladding Pan01_ Plead lomm mmm'' taoO2 Fanemr -_ ILIMnliftillitil Details (continued) E we Shmadii Mal moron a } �,���• open tin roema _ file rmvy ILL, I I fare"Ifere. e 13'rs1 er liner eenam rant HuRdlny Wrap --.� - W PF<dads� wind Foriis —_ erni , , idng wrap useful YY kN an rem ametaad firv.eC tire) man al loraM1yl , . ,.e: 8 heathinng areal ere Buadwg Wrap Y F w G wawnmtdtexFCC ddk l twv Exterior Wall intstructure reoj equal ExtericeWall Se Me eibar [enw).nt &sheathing (by outlets fartel -, wood rWmgl ty __ 6aNaa Easservia if P Amai wdiyaldl eliminate Meta$ Pane IW/otlanl E rxuwrw tee ( ) }B Cn P N' a IE g crap iwWrap - AmrCald cosing res award Estedm Wall Sit ling& Sh 71 amid The products and systems on Sheet lI&Y are only suggested and shown to identify the intended performance and/or appearance of the proposed materials. Comparable products and systems will be considered as value engineering suggestions. Profile Attachment — illustrated 6 ffdCC ing wrap per AF r5_e AFCGBuilding Wrap Spec 5111 Check local codes for proper placement Me D-1- vertical proldes are attached Using wood wi thout h ut insulation. ins 02— Exterior insulation, when vertical profiles are attached TO hodmnta )profiles affixed to wall. FIG 1- wood profiles: interiorand vertkaljoint Contact your AFCC representative specific application instruct instructions ursuing Dynamic Bond a6he3tye,. Dynamic Bond Installation untreated Pee tieaiodlund. Pressure gated wood is prerfearon on the bondable side with Dynamic Proten Glue bead Dynamic tape wrapes farbailed ny wraj elemental Exterior wall £kzrior wall y eundro wrap-- zt' --. W-msffiant bled EPDA. min.ProMa wMMmvMlralioieNs lenPr all width IsEi led 90mmpWl mum z smmni'•-Img M& canbearr dve.riCdryeirmyto FYauadrerersnoa=renoreasuratran. M cladding Product Sustainability Statement AFC Cladding is committed to providing the is used Eo affix AFC Cladding panels to the finest high density compressed fiber cement exterior of a structure, offers many benefits panels to the U.S., Canadian and Mexican and green attributes to the performance of budding markets In orderto do this, we feel the building envelope. Durability, resistance to h necessary to provide not onlyhigh quality moisture, and resistance to mid build-up are I followed its ably to the most ngteab e o usta noble products that cancontribute to by ability products, but s P green LEED building projects, easily accommodate external ins ulation, on which hick in tom benefit the environment. addresses the issues of thermal boidgmV These lost a fern of the man areas AFC Cladding products currently have a potential attrlbu[es are j y carat abut on in seven (7) areasm of LEED credits where innovative design app caches can improve across multiple )EEO rating systems, and have the indoor en+nronrtrerral qualities and have a several si stainability attributes in addition to potential contribution to LEED Credits. those recognized by LEED rating systems+ In addition, AFC Cladding G dedicated ins I One of the most important sustainable attributes further research and aria y a of our products is the durability of Al Cladding panels to achieve additional LEED Credits, and help and .With their long Il espan virtually requiring further the cause of building sustainable Poerefurbishment, All Cladding panels can efficient buildings. contribute to less replacement of materials and to drastically lower maintenance costs over the _ - — usefullifeofthebuilding. +YnGsustainabllity — The recommended Ventilated and Insulated American Fiber Cement Corporation — Rain Screen Cladding (VIRSC) system, which Green ProductAssessment Limited Warranty Limitation of Liability America Fiber Ca m tit Corporation LAM IImmune Lee is pmdam are p!axmred n attorbade still As appi muaw sptaA6iima and a tote horn �krp veryM CC'shconscihaie. asrandonMwn minimum am I F and uteri w aamdmrct wiM aPNk �Ip AFfC mmurtiau sod spednmsimsaitm rwmvanama se tie Tmsrormry6arp&axemy by AMC whoa p dpigxd noark, tit AFCC Orin uwly all unto �r dtscmena.na vdmm Flo)) alicpedaxafinedrA t it ens prc waast pa dertlam v as PIIxr rW a bmade he Em+m ren dalefmr.IV,bbnrt of a poMriswa warm b dd«we dwr,mwtsW% YsanVasNataea dammhr HYAff<NoMtm iw Da®AWburetl etWdvelybr. Anurkm Fiber CS7 eemenicorporratfon AFCC DISCLAIMS ALL IAIPLIEO WARRANTIES INCLUDING li f WARR OF MEACMPiTARENY mile WARRMTy of FmTe4 OR A PARMOIAR PU�THIS t@ MWARRANTYieOmmSY EKCW5NERE DyU AIWC, Set OF AFCC PRODUCT. THIS UMfT- EG WARPawIY Wr RE Moseeks OR AMENDED ONLY BY A %N R INSTRUMENT SIGNED BY A DULY 4mHORVM REMESFBEARi E OF AWIDIOIOANEMPP AMC, AUTHORIZATIONRvMOM AFCC, NO RE'AREF OR pS THE W WTAMC e mODIFf A EN ATIES M TO wO OR AMEND 1HK UABRED wARapN1Y. 6gD15ouN Pierte panel s tie lea uuemneoHDua use %tans. 303973rear BDOEB&BB)7 Fvew merhmR-0aOB ova r.Derccmentcom The lineted warreno is Alan sue if eatl:wre raratly R e amrefP wdaad caraermn d cal will be, at AFCC] cement as Pmdod. W ebaxl of MOi Brace of Ow mimld Pp 6Ew ant roam t arag while eery W eeumd.xen'ep«t,n eMx Ae ongam .AMC denxra pa Mai m t¢hakd.AKAtali frwPands sine the Cabe rmas mL� fvnhxidmWAPCCslvaAnwanamy Fm Ore neamestaNAv'mb fabRaxr. AFCCM4 ORBE Ef TIAL NCI GES OR CONSEQUENTIALARC DAlut.N T. FURTHERMORE, DAMAGE M THINOTa LYSBIE WDAMAGE TO DU xWPFAtt TO BITS THE FRODtKT G APPLIED E,P OR ITS CON- 1@rIS,iDRIf-tiME,P0.0H15, GRAM' l,CaavklaOKEA%aRlGadraANi aREACHDPTHGIp DR WALWnb O0.0BnW1x HALL ROT E WARRANTY. AMCArv'c G NOT BE UARIEFOR AAH UPON NEGLIGENCE, ARE BASSMCHO WAR NEGII STRICT 9REACH OF W OTHER, STRICT EMaa1TY, OR ANY OTHER THEORY SET IEFT BATHE LIMITED .W MALA D SET RIH ABOVE AC®INSHALL CON B WENnat DAMAGES IF THE NOT E 0.ECWEPABIF EVEN H THE EnA-6fRrf REMEDv rAAS Of ITS PUW OSF W FQtANYO1HERRFAeON. aE 1EDDBB&Ha17 t es,r.Rx-.enarwww:eap. wesa�Ns t\. J N 00 Lu :3 ~O 2 Qatf Q � y W WW � U L F— co L o LQ mESIGNED BY Schermer Consulting Group, PLLC 3601293-9006 OB NO, 17-091 HEET NO. E-3 CAD FILE: 17-091-ARCH I PLOT DATE: Di163201 1. WORK HOURS: ASPHALT CONSTRUCTION: SANITARY SEWER THE CITY OFANACORTES ORDINANCE ALLOWSWORK FROM 700 A.M.TO 10M SEESECTION SMANO SECTION 9 OF THECURRENTWSOOT SEWER MAINS: P.M, SEVEN DAYS WEEK(COA ORD. 42316). SOMEONE IN CHARGE TO ON SITE SPECIFICATION FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. A ALL PVC SEWER PIPE AND FITTINGS SHALL CONFO RM TO AND MEET THE AT ALL TIMES WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON WEEKENDS, REQUIREMENTS OF THE LATEST ASTM SPECIFICATIONS D3034. ALSO, PLEASE INFORM THE PROJECT MANAGER SO THE CITY OF ANACORTES CAN A. ALL ASPHALT TO BE REMOVED MUST BE SAW CUT. A JACKHAMMER CAN BE USED IF A _ PIPE AND FITTINGS SHALL MEET STANDARD DIMENSION RATIO 35. HAVE AN INSPECTOR ON SITE. CONTRACTOR WILL BE BILLED FOR CITY OF NICE EVEN CUT IS MADE WHEEL CUTTING IS NOT AN APPROVED METHOD UNLESS -ALL SANITARVSEWER PIPES SHALL BEAR THE MARK OF THE NATIONAL ANACORTES OVERTIME. APPROVED BY THE CITY OFANACORTES ENGINEER IN ADVANCE. ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 4 HOURS BEFORE SAW CUTTING TAKES SANITATION FOUNDATION. 2, CALL4S-HOURS BEFORE THE FOLLOWING: PLACE. -ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT. FOR INSPECTION CONTACT 36UNJ 951. - PIPE SHALL HAVE FLEXIBLE JOINTS. A, PRIOR TO WORK START-UP B. ADDITIONAL ASPHALT MAY BE REQUIRED FOR REMOVAL BY THE CITY OF ANACORTES B. PRIOR TO ANY UTILITY CONSTRUCTION IN THE RIGHT OF WAY. ENGINEERORINSPECTOR B. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND C. PRIOR TO POURING CAST41N PLAOE CONCRETE STRUCTURES. FURNISHED BY THE PIPE SUPPLIER OR BE AN APPROVED EQUIVALENT AND O. PRIOR TO PLACING ANY CRUSHED ROCK ON ROADWAY SUBGRADE, C. ALL VERTICAL DROPAFFS`MTHIN THE TRAVELED WAY WILL BE BACKFlLLED EACH HAVE BELL AND/OR SPIGOT CONFIGURATION E, PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. NIGHT. F, PRIOR TO ASPHALT PAVING. IDENTICAL F THAT W THE PIPE. MANHOLE COUPLINGS CORRESPONDING D. ABUTTING EDGES AND CURBS MUST BE THOROUGHLY CLEANED. TO THE SIZE OF THE SEWER PIPE SHALL BE USED, 3. MATERIALS AND WCRIO.MNSHIP: A. ALL MATERIALS USED, MUST MEETWSDOT, AMA AND CITY OF ANACORTES E. ALL ASPHALT EMING WILL BE TACKED PRIOR TO ASPHALTING. C,6-INCH PVC SANITARY SEWER PIPE SHALL BE USED FOR SIDE SEWERS. SPECIFICATIONS. SIDE SEWERS WILL BE CONSTRUCTED AT A MINIMUM SLOPE OF 2%AT THE 5,ALL (AM!WORK AND)MATERIALS THAT GO NOT MEET THE ABOVE F. ALL ASPHALT PATCHES MUST BE A SMOOTH TRANSITION. NO BUMPS OR HIGHILOW LOCATIONS SHOWN ON THE PLANS AN D HAVE A 6 INCH TEST WYE AT THE SPECIFICATIONS MUST BE REMOVED AS DIRECTED BY THE PROJECT SPOTS (SECTION SO4.3(13)). SURFACE SMOOTHNESS MAXIMUM VARIATION IN ID -FEET EXTREMITY, PLUGGED AND BLOCKED FOR TESTING AND FUTURE USE. SIDE INSPECTOR. PARALLEL TO THE CENTERUNE IS 11W AND TRANSVERSE W. SEWERS WYE SHALL BE FACTORY MADE WITH MATCHED ENDS FOR RUBBER C. SUBGRADE COMPACTION TESTS: WILL BE GONE BEFORE ANY C.S.B.0 IS PUT GASKET FITTINGS, NO CUT IN TEES SHALL BE PERMITTED. A SIDE SEWER IN PLACE, ALL TRENCHES WILL BE TESTED FOR COMPACTION. THE G. SUB GRADE WILL BE COMPACTED AND TESTED PRIOR TO ASPHALTING. GRADE THAT IS LESS THAN 2%MAV BE APPROVED ONLY BY THE MATERIAL TESTING LIB NEEDS 24JHOUR NOTICE. USE THE TESTING PROTOCOL PROVIDED BY THE CITY, ITEMS TO BE COMPACTION TESTED H. A MINIMUM OF 34NCH HIM PATCH TO BE COMPACTED TO 92% MAX RICE DENSITY ENGINEER AND THE CITY OF ANACORTES UPON WRITTEN REQUEST, WILL INCLUDE THE PIPE SEDOING(SECTION 7-M.3(1)C), BACKFILL (SECTION DO4.3(10)B). (SECTION 748.3(3) AND SUB GRADE FOR SURFACING (SECTION 246.3(2)) D. THE END OF EACH SANITARY SEWER STUB SHALL BE MARKED WITH A AND ASPHALT I, ALL FINAL JOINTS AND SAW CUTS TO BE SEALED(SECTON SmO3(8)B) USING A HOT PRESSURE TREATED ZX4. IT SHALL BE PLACED AT THE FLOW LINE OF THE Q SEALANT SECTION 9-0421.APREF ERRED SEALANT IS AR-0WD. POURED) TNT ( () OE HERE SHALL BE SECTION 504.3 t0 B. D EXTEND ABOVE FINISHED GRADE. STUB EXT CO D IN THE TRENCH CURING PE RMANENT LABELED "SEWER° WITH A DEPTH TO THE FLOW LINE ALL OF WILL BE INSPECTED J. AREAS IS REQUIRED HAS COVER REMOVED AND FI D.INSPECTION.A I 'SHOWN ON THE 7X4. WEILLAINCLUDFORMS, CURB, GUTTER AND SIDEWALK. IF PORTIOAND N GETSHALT AS RSTEELOUND PLATE IS REOUIREREVENT AE ILA1L FROM RATIU.PRDVIDE CONTRALT T WELLASFORMS, RE IN GUTTER, THE CONTRACTOR TO PORTION GETS AROUND STEEL PLATETA PREVENT CORRECT NYRATTTNNG.THERO IDES OR BACKFINFO INSPE INSPECTION, THE COE REQUIRED.WLL MOW THE CWILL OMPLAINTS. CALLED OUT AT ANYTIME TO CORRECTANY RATTIJNG THAT PROVIDES ERUBBER GASKET NINTOSHALL E INSTALLED PROPERLY TO AVOID WATER O 0 E MANHOLE. co NTS. INFILTRATION INTO THE MA ON FOR NBPE ON 24HOUR NOTICE REQUIRED. KNOW THE MPW PORTI I CTI SCHEDULE AND LET THE CITY KNOW. S ERE TRAFFIC THE PATCH WILL ORS ET WHERE STEEL L.ON MAJOR THEFLEXIBLE G E 0MANHOLES, USE A-LOK E CONNECTING THE PIP T WITH Y. NCH STEEL PLATE UNTIL SUFFICIENTLY COOLED F. WHEN N I BE PROTECTEDVa E. TESTING PROTOCOL PRIOR IT CONSTRUCTION, A PROCTOR AND SIEVECONNECTOR, CONNECTIONS S NP,EQ INC., ORAPPROVED ECTORS, SE THE PIPE ANALYSIS RMS N SUBMITTED REVIEWED ANDAPPROVED BY THE CITY TO MANHOLE CONNECTIONS REQUIRE FLEXIBLE CONNECTORS, SEE OF aTf OFA ANACORALL TES TESTING SCHESED IN THE RIGHTAF-WAY. BEE THE CONCRETE CONSTRUCTION: WSDOT/APWA SPECIFICATIONS SECTION 7-05.3. CITY of ANACORTES TESTING SCHEWLE SECTION&04 AND &140F THE CURRENT WSDOT SPECIFICATION FOR ROAD, F. ALL COMPACTION TEST SHALL BE APPROVED BY THE CITY OF ANACORTES BRIDGE AND MUNICIPAL CONSTRUCTION, G. PICK HOLES SHALL BE GROUTED FROM THE INSI DE AND OUTSIDE AND TO ENGINEER AND PROJECT MANAGER PRIOR TO PLACING OF CRUSHED A, CALL FORAFORMS INSPECTION BEFORE PLACING OF CONCRETE. CALL BE INSPECTED PRIOR TO BACKFILL OF THE MANHOLE BY THE CITY INSPECTOF SURFACING, ASPHALT, CURB, GU BE REQUIRED (INCLUDING TRENCH 360,299.1951 TO SCHEDULE SEE ARCHITECTURAL PLANS FOR CONCRETE RESTORATION WHEN TEST MAY BE REQUIREDIN EACH UFO. COLOR AND FINISH SPECIFICATIONS. H. MANHOLE FRAMES AND LIDS SHALL BE SLOPED TO CONFORM TO THE STREET GRADES. G. CITY ANACORMS CONCRETE, MAY REQUIRE ADDITIONAL TESTS ON SUB GRADE, TRENCHES, CONCRETE OR IN CONTRACT COSTSOFTESTING SHALL BE B. GI MONOLIEER.INTHIC THER RS WORDS, THEDDER THEWALK CITY OF ANACOGUTTERT RI CITY 1. ADJUSTED DOF TO FINAL WITHINGRADE UTHENTIL JUST PUBLIC RIGHRTO PAVING, SHALL NOT BE PAID FOR AS INDICgTEDIN THE CONTRACT DOCUMENTS DRIVEWAY WEELCH IR RAMPS,L ETC. &O BEIN GUTTER, DRIVEWAYS, POURS ADJUSTED TO FINAL GRADE UNTILJUBT PRIOR TO PAVING. 4. TRAFFIC CONTROL AND PUBUC SAFETY: DRIVEWAY APRONS, WHEELCHAIR RAMPS, ETC. ARE TO 8E INDIVIDUAL POURS AND SEPARATED BY A FABRIC EXPANSION JOINT. A. FLAGGING: ALLDED A FL S MUST HAVE FLAGGING CERTIFICATES AND MUST J. ALL MANHOLES AND D THE A JUS IN UNPAVED AREAS SHALL INCLUDE A HAVE ATTENDEDA FLAGGING COURSE O NI OFF DUTY POLICEOFFICER CONCRETE SEAL AROUNDTHEADJUSTMENTRINGS PER THE CURRENT EDS A EEFLAGGI THEFLAGGING. TOPW BE RKOMT WILL ANYGIVEN NAND ORKWILPLE CONTRA TOR. THE CONCRETE FOOTPRINTS, STHE RESPONSIBILITY INGB E THE STANDARD DETAIL ST-0Z"STRUCTURE ADJUSTMENT AND PERIMETER SEAL". ARE FlAG01NG.A STOPWORK WILL eE GIVEN AND WORKV4LL CONTRACTOR. NO GRAFFITI, FOOTPRINTS, FINISHING BLEMISHES OR OTHER NOTPROCEED UNTILA CERTIFIED PERSON IS FLAGGING. OBJECTIONABLE MARKS ALLOWED. IF ANY OF THIS TAKES PLACE, THE K, ALL MANHOLES SHALL BE PROTECTED FROM INTRUSION OF ROCKS, S.SIGNAGE: ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC SECTION THAT IS DAMAGED WILL BE REPLACED. GRAVEL,WATERAND OTHER DEBRIS DURING CONSTRUCTION, DEVICES, BEFORE JOB IS TO BEGIN, PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS IN PLACE IF NEEDED. EXTRA SIGNAGE MAY BE NEEDED. D. CONCRETE SHALL BE A 5.5 SACK MIX WITH A2&DAY STRENGTH OF 30M PSI. BE READY TO RENT SIGNS IF NEEDED. ANY DEVIATION FROM THIS SPECIFICATION SHALL BE IN WRITING 4&HOURS L THE CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING C. TRAFFIC CONTROL PLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE BEFORE CONCRETEIS PLACED. DOWN STREAM MANHOLES, SCREENS OR PLUGS TO PREVENT FOREIGN ASSISTANT CITY ENGINEER PRIOR TO CONSTRUCTION START, TRAFFIC MATERIAL FROM ENTERING EXISTING SANITARY SEWER SYSTEM. SCREENS 01 CONTROL PLAN SHALL INCLUDE THE LOCATION OF SIGNAGE, FLAMERS, PLUGS SHALL REMAIN IN PLACETHROUGHOUT THE DURATION OF WORK ZONE, SAFE ZONE AND TRAFFIC FLOW AND NEEDED DIMENSIONS. E THE PAN AND WINGS SHALL BE STAMPED. THEUSEOF 11NCH CONSTRUCTION AND SHALL BE REMOVED ALONG WITH THE COLLECTED NO DETOURS ALLOWED WITHOUT APPROVAL FROM THE ASSISTANTCITY CONSTRUCTION FENCING ACCEPTABLE. ROLLING IS NOT AN OPTION. DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF ENGINEER. D. FOR STREET CLOSURE: CALL 911. F. DURING THE FIRST 14-DAYS OF CURING, THE CONTRACTOR MUST PROTECT DESIGNATED REPRESENTATIVE OF THE CITY OF ANACORTES. CALL E. CONSTRUCTION SAFETY: IS THE RESPONSIBILITY OF THE CONTRACTOR. FROM FREEZING. 3W.299.1951 TO SCHEDULEAN INSPECTION. ALLOW 24-HOURS NOTICE. s. ROADWAY EMBANKMENTAND SUEGRADE CONSTRUCTION: X. ALL MATERIAL PLACED BELOW STRUCTURES OR PAVEMENT AREAS M. THE FLOW CHANNEL INSIDE EACH MANHOLE SHALL BE FORMED OF A. CRUSHED SURFACING SHALL BE COMPACTED TO95%OF MAXIMUM DENSITY.SHALL BE CONSIDERED STRUCTURAL FILL CAST -IN -PLACE PORTLAND CEMENT CONCRETE, CHANNEL SHALL HAVE NO RECYCLED MATERIAL ALLOWED. SEMI-CIRCULARCROSSSECTION AND SMOOTH, UNIFORM SLOPE FROM INLET B.EMDENKMENT AND sue GRADE MUST BE COMPACTED To 9s%oF MAXIMUM Y STRUCTURAL FILL MATERIAL SHALL BE FREE OF DELETERIOUS TO OUTLET. WHERE THREE OR MORE PIPES ARE CONNECTED TO DENSITY. ONE MANHOLE, THE FLOW CHANNEL SHALL BE FO RMED TO SMOOTHLY C. PROPER MOISTURE DOUBT BE MAINTAINED THROUGHOUT PLACING AND MATERICOMPAAL,HAV TO MAXI THERE REQUIRED COMPLE AOF CTION INCHES, AND BE DIRECT FLOW FROM INLETS TO OUTLET. COMPACTING. G. COMPACTABLE TO THE REQUIRED COMPACTION LEVEL 0. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A 'MODIFIED PROCTOR". N. STEPS CONSISTING OF ONE H INCH DIAMETER HOT ONE (1) F D D CLAYEY SOILS CANNOT BE REUSED AS Z. NATIVE SILTY AN o0 D BARS SHALL BE INSTALLED AT 1 FOOT GALVANIZED DEFORMED ( ) S UCTURALF FILL SHALL BE IMPORTED. B INCHES OF 6. TRENCHES ANACORTES DRANDARDCON STRUCTURAL EON FILL; SOILS TR HA MANHOLE CONCRETE TINGRINGS EIGHT IN H L, CENTERS. EACH MANH ( ) CO 6 UC ON DETAILS AND SECTION ] SEE CITY OF ANACORTES STANDARD N TR T I 0 OF STRUCTURAL U FILL MUST BE C EADJUSTINRAME. BETWEEN THET P U BLE ON SITE SOILS FOR USE AS TR T RAL I ADJUSTMENT BRICK OR CON RET S ITA AD OF THE CLCONSfw6CIION, CIFlcgnorvs FOR ROAD, BRIDGE AND APPROVED BYA GEOTECHNICAL ENGINEER. THE CONE AND THE BASE OF THE MANHOLE FRAME. MUNIGPALCONBTRUCTION. A. PIPE ZONE SHALL BE COMPACTED TO SD%OF MAXIMUM DENSITY. 0. ALL TESTING AND CONNECTIONS TO THE EXISTING MAINS SHALL BE DON B. TRENCH ZONE SHALL BE COMPACTED To 95% OF MAXIMUM DENSITY IN AA IMPORTED STRUCTURAL FILL MATERIAL PLACED BELOW 124NCH UFTS. STRUCTURAL ELEMENTS AND PAVEMENT AREAS SHALL CONFORM TO IN THE PRESENCE OF A DESIGNATED REPRESENTATIVE OF THE CITY OF c.CRUSHED RECYCLED MATERIAL SHALLBE95%oF MAXIMUM DENSItt.THE MOST RECENT ED171ON(AT THE TI ME OF CONSTRUCTION) OF ANACORTES. CALL HOURS NOTICE 360.299.1955 TO SCHEDULE AN INSPECTION. ALLOW STANDARD SPECIFICATIONS FOR ROAD WSDOT SECTION 9-031N TANDAR, 7. DRAINAGE SYSTEM CONSTRUCTION: BRIDGE, AND MUNICIPAL CONSTRUCTION (ASCOT STANDARD P. A LOW-PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS A. ANY PERMANENT FLOW CONTROL FACIUTY USED AS A TEMPORARY SPECIFICATIONS). IS REQUIRED. PRE -TESTING IS REQUIRED. RESCHEDUUNG A FAILED TEST MA SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION RESULT IN SEVERAL DAYS DELAY DUE TO CONFLICTS WITH OTHER PROJECT: CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE BB, FROZEN SOIL IS NOT SUITABLE FOR USE AS STRUCTURAL FILL CAPACITY. IF THE FACIUTY IS TO FUNCTION AS AN INFILTRATION SYSTEM, CALL 3M.�9.1951 TO SCHEDULE AN INSPECTION. ALLOW 24HOUR5 NOTICE., THE TEMPORARY FACIUTY MUST BE GRADED SO THAT THE BOTTOM AND RE -INSPECTION WILL APPLY. SIDES ARE AT LEAST THREE(3) FEET ABOVE THE FINAL GRADE OF THE CC, THE CONTRACTOR SHOULD SUBMIT SAMPLES OF EACH OF THE PERMANENTFACIUTY. REQUIRED EARTHWORK MATERIALS TO A GEOTECHNICAL ENGINEER Q. UPON INSPECTION APPROVAL BY THE CITY OF ANACORTES PUBLIC B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE FOR EVALUATION AND APPROVAL PRI OR TO USE. THE SAMPLES WORKS INSPECTOR AND THE VIDEO INSPECTION REQUEST FORM IS CONSTRUCTED PER PLANS AND SPECIFICATIONS. NO DEVIATIONS. SHOULD BE SUBMITTED AT LEAST 5 DAYS PRIOR TO THEIR USE AND COMPLETED BY THE CONTRACTOR, THE CITY OF ANACORTES MAINTENANCE AS -BUILT FOR VERIFICATION REQUIRED. CAMERA CREW WILL PERFORM A VIDEO INSPECTION OF THE SANITARY SEDGE C. QUARRY ROCK MUST BE SOUND"HARD" DURABLE ROCK. NO RECYCLED SUFFICIENTLY IN ADVANCE OF THE WORK TO ALLOW THE MAINS TO DETERMINE CLEANLINESS, ALIGNMENT AND PROPER BEDDING MATERIAL, CONTRACTOR TO IDENTIFY ALTERNATIVE SOURCES IF D. GRASS LINED SWALE SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED, AFTER MATERIAL PROVES UNSATISFACTORY. AFTER LINES HAVE BEEN FLUSHED. CALL THE PUBLIC WORKS INSPECTOR AT NO DEVIATION ALLOWED. ALL SWALES MUST BE OPERATIONAL BEFORE 360.299.1955 TO SCHEDULE APPOINTMENT, 4&HOUR NOTICE ACCEPTANCE DD.THE SUBGRADE SHOULD BE TO CONFIRM THAT REQUIRED.(SECTION 7-17.3(2)H). ARE -INSPECTION FEE WILL APPLY PRIOR TO E. CATCH BASINS MUST BE SET TO UNE GRADE USING NO MORE THAN TWO (2) RE-INSPECTIONVIDEO OF THE SANITARY SEWER UNE. A PRE -INSPECTION ADJUSTMENT BRICKS. THE SUBGRADE DOES NOT CONTAIN SOFT OR DEFLECTING AREAS. CHECKLIST IS AVAILABLE PRIOR TO AVIDEO REQUEST. F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. AREAS OF EXCESSIVE YIELDING SHOULD BE EXCAVATED AND e. RESTORATION OF RIGHTAP-WAY: BACKFI11 Pn WITH PROPERLY COMPACTED STRUCTURAL FILL THE A, CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR SUBGRADE SHALL BE PROVED BY A GEOTECHNICAL ENGINEER. 6"UFT BETTER CONDITION COMPACTTO 95% ASTM D1557 B. PLACE COMPACTED TOPSOIL (SECTION 9.14.1(1),(2) AND(3)) AND SEED ALL EE. A FIBERMESH CONCRETE STRUCTURAL SECTION OF 6.01NCHES OF AREAS DISTURBED BY EXCAVATION (SECTION 9.14.2). CONCRETE WITH THICKENED EDGE OF 12,0 INCHES WITH A MINIM UM 3W CRUSHED I WASHED C57 C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND PIPE ZONE BACKFILLED OPERATIONAL BEFORE RNALACCEPTANCE.(SECTION 7-07.3). FLEXURAL STRENGTH OF 650 PSI OVER 6,0INCHES OF CAPILLARY I -yVI BAND T012"ABOVE PIPE 1 i. FINAL INSPECTON AND ACCEPTANCE: BREAK AND 12.0 INCHES OF CRUSHED BALLAST (75% MIN. FRACTURE,-�PER SEC. ]-09.3(70). PIPE ZONE SEE SECTION 145.11 AND SECTION 148.5) WSDOT 9-03.9(1)) PLACED AND COMPACTED. SHALL BE COMPACTED TO SO% A. WHEN CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE PER SEC. 748.3(1)C. APPROVED PLANS, THE CONTRACTOR WILL •COMPLETE THE "FINAL INSPECTION GUIDEUNES FOR CONTRACTORS FF. PRIOR TO PLACEMENT AND COMPACTION, STRUCTURAL FILL 3"MIN. BELOW INSPECTION FORM". SHOULD BE MOISTURE CONDITIONED TO WITHIN 3 PERCENT OF ITS BELLS OR BED SUBGRADE • GIVE THE COMPLEMO•FINAL INSPECTION GUIDEUNES FOR OPTIMUM MOISTURE CONTENT. UNDISTURBED SUBGRADE CONTRACTORS INSPECTIONFORM" O MAIN SEWER TRENCH TUTS TO THE PW INSPECTOR AND REQUESTA SITE INSPECTION, ALLSITE INSPECTIONS ARE ON WEDNESDAYS BETWEEN SAM AND I2 PM. GO. LOOSE LIFTS OF STRUCTURAL FILL SHALL NOT EXCEED 6 INCHES B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTORIN THICKNESS. AND OTHER CITY OF ANACORTES DEPARTMENTS WILL WALKTHE SITE AND CREATE A PUNCH UST. THE CONTRACTOR WILL COMPLETE THE HH. ALL STRUCTURAL FILL SHALL BE COMPACTED TO A DENSE AND PUNCH UST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE UNYIELDING CONDITION AND TO AMINIMUM PERCENT COMPACTION OF INSPECTOR FOR REINSPECTION. THE INSPECTOR WILLVEMFY THAT ITEMS ON WALK THROUGH ARE COMPLETED. 95 PERCENT BASED ON ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED PER ASTM D1557. II. STRUCTURAL FILL FOR SLAB AND UTILITY TRENCHES SHALL BE COMPACTED TO 95 PERCENT.ASMAJ CAREER SEA- SUffillt ROADWAY MOULDER OR GRAVEL DRIVEWAY ��'�I t�efore u dig. CAD FILE. 17-091-ecX PLOT DATE: 08/232018 16 MADE DOLE CODE DIALED DUE EARLY OF N�M) 1w� DO GRAVEL FEE RED ZME WALUNDIR �""` VIMMU 4 �bA13M16 WATER LINE TRENCH NT; SECTION 30 T35, R02, SKAGIT C UNM, WA ;IT P60611,P60612 ANACORTES, WA. 98221 RANGE 02 TOWNSHIP 35 SECTION 30 ; 0: 4rK 4 1 jmj�:� ON 0 '•I I_� I j 1 � [� �� _ I I I "I�IA<�III, I ' U i 1_ L � a f !I 1�I Mon, We ,II �dr Ii9 I 1 - ih I 1 1 is 16 Z l R _ 7 r _ 1 I 1 II SCALE 1"=100' ®D T a 1 PLACE TESC MEASURES AND MARK SITE AND OFFSITE CLEARING LIMITS. A-1 .INSTALL DOWN STREAM OFFSITE DRAINAGE IMPROVEMENTS. A2 SANJCUT AND REMOVE M ACP SURFACE IN EX."Q"STREET • INSTALL ROAD& ALLEY DRAINAGE NETWORK. • GRADE OFF SITE ROAD IMPROVEMENTS. • INSTALL BASE COURSE, CSTC & ACP FOR ALL ROADS & ALLEY. • WAND INSTALLALL CONCRETE CURB GUTTER & SIDEWAU( AS NOTED ON PLANS. • INSTALL OFF SITE ACP AND ASPHALT. A-3 • $RAGE SITE, ACCESS DRIVES AND DRIVEWAY ENTRANCES. • INDTALL SITE DRAINAGE STRUCTURES. • INSTALL HOTEL FOUNDATION$ AND SITE RETAINING WALLS. • DIG TRENCHES FOR POWER, DRAINAGE AND WATER TO HOTEL • INSTALL PIPE & CONDUITAS SHOWN ON PLANS. • STUB OUT WATER SEWER GAS ELECTRICAL AND CABLE SERVICES. • BUILD HOTEL. • INSTALL ALL FEATURES AS SHOWN ON CIVIL, STRUCTURAL' & ARCHITECTURAL PANS. 30TH STREET- a IMPROVEMENTS 4'P 3" CLA$$ B AC OMPACT NATURAL SOIL 3S 5 AC S"GRAVEL SORB CM pNACORTE$ MUNICIPAL CODE NOTES ANO COMPLIANCE GJ. E%ISTING CONDmON9 G'TESC PLAN MISS NOTE$ C6: DFMOLr110N PLAN C): PROJECT SITE PLAN CB: LANDSCAPE PLAN PROJEOT GRADING PLAN C16:30TH 9TREETIMPROVEMENT PLATU & PROFILE STA OO ETA STA . Cif: 30TH $TIiEET DRAINAGE IMPROVEMENTS STA 4+56 TO STA 7+50 Ci2: ]6TH STREET ROADSECTIONS C13: ALLY IMPROVEMENTPLAN IPROFILE Cib: ALLEY GiPROVEMENTSECTION$ 15:OAVENUE IMPROVEMENT PLAN &PROFILE C16:QAVENUE SECTIONS Ct]: PARKING PLAN �1e: DETAILS 1s:DErp&s T�✓�i�y�iy4i �iRi�✓vr�S PROJECT CONTACTS CIVIL ENGINEER SCHEMMER CONSULTING GROUP PLLC 301 30th Street, SUITE C ANACORTES, WA 98221 360.293.9006 360.708.4386 cell JAMES T. SCHEMMER, P.E, jt.schemmer@scgeng. com LANSCAPE ARCHITECT ECCOS DESIGN LLC. PATRIK DYLAN LANDSCAPE ARCHITECTURE & PLANNING 360.419-7400 800-508-2017 - fax www.eccosdesign.com PARKS 8 RECREATION JONN LUNSFORD S &RECREATION A NACORTES PARK 360-299-1953 jonn @cityofa nacortes,org DIARY R OBINSON a clt ofanacortes.o rg 9 rY@ Y NICOLE JOHNSTON nicolej@cityofan aco rtes.org CITY OF ANACORTES 1. STEVEN LANGE: PROJECT MANAGER office: 360-293-1920 cell: 360.661-3468 fax: 360-293-1938 e-mail: stevel@cityofanacortes.org 2. ROB FRISINGER: BUILDING INSPECTOR office: 360.588-8297 fax: 360-293-1938 e-mail: robf@ cltyofanacortes.olg 3. ERIC SHJARBACK: ASSISTANT CITY ENGINEER office: 360-293-1920 fax: 360-293-1938 ADDITIONAL CONTACT INFORMATION 1. CITY OF ANACORTES STREET DEPARTMENT MAC JACKSON: FORMAN office: 360-293-1921 2. CITY OF ANACORTES WATER DEPARTMENT TERRY NEMETH: FORMAN office: 360-293-1921 3. COMCAST CABLE ONES. CONSTRUCTION CASEY ) ce : 425-508-7335 II fax. 360-527-8302 e-mail: caseyjones@cable.comcast,com 4. CASCADE NATURAL GAS DEWIGHT BELL ce: 360-336-2189 ext.4 211 8-5 off ( ) A :1-BOO-552-0615 after h urs fax: 360-336-2564 5. PUGET SOUND ENERGY TERESA LOOP cell: 360-941-2066 fax: 360-647-6518 e-mail: teresa.loop@pse.com VICINITY MAP:NTS PROJECT AREA I� N J N O J .. N 2 _ N N O W N C L Y Q J J d QU C9 N rn � 7 N O U U M U JOB NO. 17-091 SHEET ZONING: • THIS PROPERTY IS LOLATEO WRHIN THE COMMEACIALZONE BOIVLSION TYPE: • IXISTING PUTTED PARCELS. THE PROIER W ILL REgUIRE A BOUNDARY UNEAOIUSTMENTTO AGGREGATETHETWO PARCELS INTOONE. CONTACfTHE PLANNING DEPARTMENT REGARDING THE BOUNDARY UNE ADIUSTMENi PROCE65AND REQUIREMEMS. BU IN PROCESS. WILL BE SUBMIREp BY MIF HERRIGSTAD. CRITICALAREA6: • CONTACfTXEPUNNING DEPAHTMEM REGARDING Pfd5101E(ARILALAREAS REQUIREMENTS.HO CRRICAI MFAS MAVF BEEN FOOND ON SRE. PERMffS RIGHT-OFWAY PEAMR IS REQUIRED FOR WOgK HE1NG PERFORMED INSIDEAND OURIDETHETRAVELED WAY.THE PERMRCAN BE LOCATED ONTHE Cf1Y0FANACORTE WE85RE, UNOERTHE PUBUC WORKS ENGINEERING DEPARTMEM. SO NOTED. RIGHT-0FWPY: NO NGHT-OF-WAY IS BEING PROPOSED TO DE VACATEp. PRO)ECf HAS SUFFKIENi RIGHT -OF WAY TO CONSFRUCTTHE gEgUIRED IMPROVEMENTS. 50 NOFEO. SEWER: • FOR ADDRIONALSEWER INFORMATION AND DESIGN CRRERIA, SEETHE 2011 EDS STANDAfl05, CHAFFER 9-SANRARYSEWER. PERSS-><I, REM GSINCETHERE ARE MORETHAN 10.UNRSTHE PROTECT WILL NEEDTOIRILIZE AN B-INCH PRNATESIDESDNER SERVICEANDT MUST 0E CONNECfEDTO ASANRARY SEWER MANHOLE IN THIS ClSE, THE PROJECT W ILL NEEDTO INSTALLA SANRARY6EWER MANHOLETOSEAVICETHIS PROPERT'.SO NOTED. SEE SHEET CLI. �r • STORM WATER REgU1REMENTS ULLUNDER; • AMC CHAPTER18.30-IWCRDISCHARGEANDCONNECNON3 TOTHESTORM WATER ORAINAGESYSTEM,AND; • AMC CHAPTER I9.]6-STORM WATER,WHI[H INCORPORATES THE 301]/S60EPARTMENTOF ECOLOGY MANUAL • ASTORM WATEROMINAGEANALYSIS WILL NEED TO BESUBMITTEp fOR REVIEW AND ACCEPTANCE SEE DRAINAGEIIEPORT. THIS PROIECTN NOTSERVED 0Y ASUFFKIEMSTORM DMINAGESYSTEM. SEESHFEIS C10TNR000H CL6AND DRnIHAGE REPORT. THIS PROJECT WILLNEED TO OTHERS. SEEABWE NOTE R AVENUETOTNE STORM OPAINAGE WILL NEED TO BE PRWIDEO FORALL NEW IMPERVIOLLS AREAS, INCW DING QAVENUESODTH ANDTHEN TOTHE PUBUCALLF! WAY. SEE AeWE NOTE. DEIGNEDTO ALLOW FOR FUTURE EMENSIONS BY ALLEY WAY; 6-INCH PRNATESTORM DRAIN STUB WILL NEEOTO BE PROVIDEDSO RGN BE EXTENDED BY OTHERS IN THE FUTURE BOTH NORTH ANDSOIRH SIDE OFTHE PUBUCALL£Y WAY. SFE SHFETC33 TOC31. • PROIET WILLBEREQUIRN TOSUBMRASTORM WATERDMINAGEANALVSISCOVERING MINIMUM ftEQUIREMENE R1TOk9. • 1HE PROPOSED PROIECf WILL NEED TO PERFORM DOWNSTREAM ANALV51ST0 DETERMINE IFTHE IXISTING SYSTEM HASTHE CAPACfTY FORTHI6 PROPOSED SUBDNNION. • DEVELOPER NE£OSTOAMICIPATE A3R0 PARTY REVIEW OFTHE STORM WATEfl DPAINAGEANALYSG ATTNE DEVELOPERS COST. THE PROIERG REgUIRE0T0 VFIDZE LOW IMPACT DEVELOPMEM TECHNIQUE. THE VIONRY MAP WAS REVGEDTOIN[ORPORATE PROPO6ED 8161NFILTRATIDN SWAIF3. THiSWILL REgU1RE MWING THESIDEWALK FDRTHER AWAY FROM TNECURB IINETHAN WHAT IS flEgUIREO BYTHEANACORTE MUNICIPAlCOOE. • DESIGNED ASSV6I TO PROVIDE WATER gDAL11Y FORAILNEW POLLLRANTGENERATNG SURFACE. • THE PROPOSED PROIECFWILL NEEDTO PROVIDEAN EgOSiONCONTROLPUN. SEESMEEEGAND CS. TRAFFIC $ff $HEEE C] THROUGH C16. • THIS PROIECTTRIGGER6 ATRAFFIC IMPACT ANALYSIS. ATTHETIME OFTHIS MEMO, THE LEVELOFANALYSG HAS NOi BEEN DETERMINED. COMACT EICSHIAgBACK (CfIY ENGINEERI AT 36D.299.1980 FOR ADORIDNAL INFORMATION. • PEDESTRMN FA<IUTIE ARE REQUIREDAIONGTHE FPONTAGE OFTHE PROTECT WRH ACONNECRONTOCOMMERCIAL • 8-FOOTSIDEWAIKS IN COMMERCLALZONE. • 6FOOTSIDEWALKS IN iNE R4 ZONE. • APPUCABLE WSOOTSTANOARDS AND OETAIE WILLAPPLY. • PROVIDINGATPAffICCONTROLPUNICUflRENT MUTCD MANUALI PRIORTO ANYCONSTRVRION TAKING PUCE FOR ACCEPTANCE BYTHE CRY OF ANANRTE CITY ENGINEER.SO NOTED. STREET LLGMING IS REgUIRED, PERANACORTES MUNICIPAL CODE 16.30.060-SNU:ERANO ROADS, PERTHE CRV ENGINEER A MINIMUM OF 2lIGHTs WILL BE REQUIRED AT UOI INTEFSERTON, HMAL IOCATIONSTO BE WORKED OUT W OH CITY OF ANACORTE. STREET: SO NOTED. • FORADDRIONALSTREET INFORMATION AND DEIGN CRRERM, SEETHE E011EDS STANDARDS, CHAPTER 3-STREET. PERAMC39-20.106ALLIMPROVEMENE REgUIRED SHALLBE EXTENOEDAS NECE9ARY TO PgOVIOE ASMOORI TPAN6RION WRH IXISRNG IMPRWEMENE BOTH UTERALLYACROS6 THESTREETAND LONGRUDINALLY UP AND GOWN THESigEET FOR DRAINAGE, VEHINURAND PEDESTRIAN T0.4FFIG PERAMC36.32THECOMMEPCIALACCES RIGHT-OFWAY W IDTH LS fiOFEET.THIS PROPERTY 2lOGTED IN AN AREA WRH A DEDICATED BOFOOT PIGMY -OF -WAY. NO RIGHT-OFWAY WILL NEEDTO 8E DEDICATED AS PART OFTHE PROPOLIL • PERAMC 16.32 COMMEPCWL ACCSS gEgUIqE A46fOOT ROAD, NqB,GUI-fERAND SIDEWALK WRH PARKING ON BOTH 31DE5. • 30THSTAEET FgOMAGE; THIS PROIECf LS REgVIgED TO PROVIOEN IMPROVEMENTSTIiEETIMPROVEMENE. • 30TNSTREET OFF-6RE;TNIS PROIECTG REgUIREDTOCONSTRUCfTPAFFICCURO AND GURERTOCONTAOLSTREET FLOW RUNOFFTO THE NEWLY INSTALLED OPAINAGESTRUCTVRE. • QAVENUE; THIS P0.01ECT IS REOUIREDTO PROVIDE fULLWIDTH STREET IMPROVEMENTS FORSTREEi OPAINAGE PURPOSES. • SIDEWAll6 TO BE LOCATED 6FEET fROM BEHIND THE BACK OF NRB, UNLESS 810-INfiLTNATION515 PROPOSED FOR LOW IMPACT DEVELOPMENT. • STPEETTREE;CONTACtIONN WNSFORO@360299.1953, PARI6 DEPARTMENT FORALLR OFCIIYAPPRWNSTREETT0.EE. • SEE EDS STANDARDS, CHAPTER 3-STREETS,SECfION STR-18.2 REGARDING STREETTREE AND ROOT BARRIER REQUIREMENTS. STREET: (ALLEY WAY) • FO0.AODTNONAL6TREET INFORMATON ANO DEIGN CRRERIA, SEETHE 2011 ED65TANOARDS, CHAPTEft3-STREET. • SEECWRPTER 3-STREETS, SERION STR-15 ROADWAY STRUCNPAL REQUIREMENTS. • ASPHALT PAVING IMPROVEMENEARE REgUIRED TOA WIDTH OF 20.FEEi, PERAMC 16.33. PRWIDEO TO PROPFATILINE; ENNAE i6 FTPll£T6 PAVFDTO COMMFROAL GgRBAGE: • COMACTCRY OF ANACOATE SANRATION OEPARTMEM MATT KOEGELAT3fi0.293.1921 fOR FURTHER INFORMATION ASTHE DEIGN MOVE FORWARD. SO NOTED. WATER • FORADDRIONAL WATER INFORMATION ANO DEIGN CRRERIA, SEE THE 2013 ED65TANOARDS, CHAPTER 6-WATER • THERE IS NOCIIY OFANACORTE WATERTHATSERVI[ESTHIS PROPERtt.ANB'O DI PIPE WILL RE PRWIDED FROM COMMERCWLTOTHE PROPERTY. • THE PROIECfWILLNEEDTO DOA WATER SKTEM DEIGN AND CONSTRURA WATERSYSTEMTO SERVICETHG PROTECT. PROIER MAY REgUIREA DETERABLE DOUBLE CHECK. W NETHER R G EXTERNALTOTHE BUILDING OR INTERNAL. NNTACTTERRY NEMETH AT360.661.3619 FOP APPLICABLE REQUIREMENTS. A DETECTABLE DOUBt£ CHF(K VALVE G PROPMED FXTERfUITOTNE BUILDING. FIRE[OVERAGE: • ONN ACI"IACK KENNEDV, ASSISTAMfIRECHIEFAT3fiD.Z93.182SREGAgDING FIRECOVERAGEREgUIgEMENE FORTH6 PROLECT. • ROPERTY OOE NOTHAVESUfFiOEM FIRE COVEMGE AS PARTOFTHE WATER SYSTEM OEIGNTHE PROIERWILL NEEDTOINSTALLfIRE HVORANE AS NECESAgV. SO NOTED. THIS PROIER WILL NEEDTOOHTpINTHE SEgVICE DFA 3R0 PMTY CDMPANY TO DETERMINETHEACTUALAVAIUBLE FIRE FLOW IN THEAAEA. DEPENDS ON THE PRESUREZONE USED. COMACTTER0.Y NEMETH AT3fi0.fi61.3G19 FOR PRESSURE ZONE INFORMATION. A psi G AVAIUBIF. IRIUTT COMPANIE: • SEE ANACORTES MUNICIPALCODE,SERION 16.20.000-UTILRIES FOR REQUIREDFMNCHISED IRIUTIEAS WELL AS CITYOf ANACORTE IRILRIE. 60 NOTED. FO0. UNDSCAPING AND LANDSCAPE REQUIREMENR, SEE PLANNING DEPARTMENT. MAIL 8O%E ISEE CHAPTER 3-STREETS, SECTION STR-19); FO0. MAll80X LOCATIONS, COORDINATE LOCATION, TYPEAND M2E W RH THEANACORTE POST MASTER.THEACCES ANUAREAS A0.0UNDTHE MAILROXE NEEOTOMEET ADp REgUIPEMENTS.50HOTED ENCROACHMENE ISEECHAPTER 3-STREEE, SECTON STR-18.3); Pfl10RT0 ANY PUCEMENI OFANV BARRICADE, MATERIAL, EARTH, GRAVEL, ROCK DEBRl60R ANY OTHER MATERIALORTHING OVER, UNDER OR UPONTHE PUBLIC RIGHT�OF-WAY OR EASEMENT, AN ENCROA[HMENTAGREEMENTSHALL RE OHTAINEO FROMTHECIIY OFANACORTE. SO NOTED. SEETHEANACORTE MUNICIPAL CODE, SECTION 12.3D ENCROACHMENT AGREEMEMAND PROCESSE. 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I I � I i i __) I' _II ; I 7eP�t I I I � � I I I� II ' I I I I LI I I I I I I' II + I I I j 1 I ! i 8i9 f , / !� I I 811 i � I � !! � ! + ! �%�y)soe INN. 6' V N SCALE 1"=20' a®a EROSION AND SEDIMENT CONTROL NOTES 1. FROM OCTOBER 1 THROUGH APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR MORE hIAN TWO DAVG. FROM MAV 1 THROUGH SEPIEMBER3D, NO SOILS SHALL REMAINEXPOGED AND UNWORKED FOR MORE iFWN SEVEN DAYS. 2. SOILSHALL BE MANAGED IN A MANNER THAT DOES NOT PERMANENILV COMPACT OR DETERIORATE THE FlNAL SOIL ANO LANDSCAPE SYSTEM. IF DISTURBANCE ANDIOR COMPACTION OCCUR THE IMPACT MUST BE CORRECTED pTTHE END OF THE CONSTRUCTION ACTVItt, TRIG SHALL INCLUDE THE REGTORATION OF SOIL DEPTH, SOILOUALItt, PERMFABILItt, AND PERCENT ORGAWC MATTER CONGTRUCTON PRACTICES MU6T NOT CAUSE DAMAGE TO OR COMPROMISE THE DESIGN OF PERMANENiIANOSCAPE ORINFlLTRATION AREAS. 3. LOCATE ANY SOIL PILES AWAY FROM ORgINAGE GVSTEMS. SOIL PILES SHALL BETARPFD OR MULCHED UNTIL 1HE SOILIS EITHER USED OR REMOVED. PILEG SHALL BE SITUATED SO THAT SEDIMEM GOES NOT RUN INTO THE GTREET OR ADJOINING YARDS. 4. REMOVE EXCESS SOIL FROM THE SITE AS SOON AS POGSIBLE AFTER BACKFl W NG. THIS WILL ELIMINATE ANV SEDIMENT LOGS FROM SURPLUS FILL. 5. THE CONSTRUCTION ENTRANCE SHALL BE STABILIZED NIHERE TRAFFIC WILL BE LEAVING THE CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED GURFgCES, 6. PROVIDE FOR PERIODIC STi2EET CLEANING TO REMOVE ANY SEDIMEM THgT MAY HAVE BEEN TRACKED OUT. SEDIMENT SHALL BE REMOVED BV SHOVELING OR SWEEPING qND CAREFULLY REMOVED TO q SUITABLE DIGPOSALAREA WHERE IT MALL NOT BE RE{RODEO. ]. GAWCUTTNG SLURRY, CUTTINGS, AND PROCESS WATER SHALL NOT GRAIN TO ANV NATURAL OR CONSTRUCTED DRAINGE CONVEYANCE. COLLECTED SLURRY AND CUTTINGS SHALL BE DISPOSED OF INAMANNERTHAT DOES NOT VIOLATE GROUNDWATER OR GURFACE WATER OUALItt STANDARDS. CLEANING WAGTE MATERIALAND DEMOLITION DEBRIS GHALL BE WTNOLEDAND DISPOSED OF IN A MANNER THAT DOES NOT GAUGE CONTAMINATON OF WATER. IF THEARE415 SWEPT WITH APICK-UP GWEEPER, THE MATERIAL MUGT BE HAULED OUT OFTHE gREA TO qN APPROPRIATE DISPOSgL SITE. B. CONCRETE TRUCKCHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUf ONLY IMO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. UNUSED CONCRETE REMAINING IN THE TRUCKANO PUMP GHALL BE RENRNED TO THE ORIGINAL BATCH PWJT FOR RECYCLING. NANO TOOLS SHALL BE WASHED OFF ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR ASPHALT. WHEN NO FORMED AREAS AREAVAILABLE, WASHWATERAND LEFTOVER PRODUCT SHALL BE CONTAINED IN A LINED CONTAINER CONTAINED CONCRETE GHALL BE DISPOSED OF IN A MANNERTHAT DOES NOTVIOLATE GROUNDWATER ORGURFACE WATER DUALITY STANDARDS. 9.OPERATIONAL SOURCE CONTROL BMPS: 9.1 AGSIGN ONE OR MORE INONIDUALG TO BE RESPONSIBLE FOR STORMWATER POLLUTION COMROL HOLD REGULAR MEETNGS TO REVIEW THE OVERALL OPERATON OF THE BMPS. ESTABLISH RESPONSIBILITES FOR INSPECTONS, OPERATON ANO MAIMENANCE, AND AVAILABILITY FOR EMERGENCY SITUATIONS. TRAIN ALLTEAM MEMBERS IN THE OPERATION, MAINTENANCE qNO INSPECTIONS OF BMPS, AND REPORTING PROCEDURES, 92 PROMPRV CONTAIN AND CLEAN UP SOLID AND LIQUID POLLUTANT LEAKG AND SPILL6 INCLUDING OILG, SOLVENTS, FUELS, AND OUST FROM MANUFACTURING OPERATIONS ON ANY EXPOSED SOIL, VEGETATION, OR PAVED AREA. 9.3 SWEEP PAVED MATERIAL HANDLING AND STORAGE AREAS REGULARLY AG NEEDED, FORTHE COLLECTION AND OISPOGALOF DUSTAND DEBRIS THATCOULD CONTAMINATE GTORMWATER. DO NOT HOSE DOWN POLLUTAMS FROM ANV AREA TO THE GROUND, STORM DRgIN, CONVEYANCE ORCH, OR RECEIVING WATER UNLESS NECESGARY FOR OUSTCONTROL PURPOGEG TO MEETAIR pUALIN REGULATONG AND UNLEGG THE POLLUTAMG ARE CONVENED TO A TREATMENT GYSTEM APPROVED BV THE LOCAL JURISDICTON. 9.q PROMPTLY REPAIR OR REPLACEgLLLEAIONG CONNECTIONS PIPES HOSES VALVES ETC. VJFiICH CAN COMAMINATE STORMWATER 10. GILT FENCES N COMBINATION WITH STRAW WATTLES, SAND BAGS, GRgOED BERMS OR IMERCEPTORSWALES SHALL BE PLACED ALONG THE BELOW -GRADE PERIMETERS OFTHE POROUS PAVEMENTAREAS WHILE THEY PRE UNDER CONGTRUCTON, TO ELIMINATE ANY INFLOW OF SILT, SEDIMENT OR DEBRIS�LADEN RUNOFF INTO THE INFlLTRATON BEDS OF THEGE FACILITIES. A. A CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR IS REQUIRED. THE ESC SUPERVISOR MUST HAVE ATTENDED AND EROSION AND SEDIMENT CONTROL CLASS WITHIN3- YEARS FROM TODAY'S DATE MUST PROVIDE CERTIFICATION CARD. 0. THE CERTIFIED EROSION AND SEDIMENT CONTROL SUPERVISOR WILL OVERSEE AND BE E C L ES SHALL BE INSPECTED DAILY AND RESPONSIBLE FOR ALL EROSION CONTROL TH FA I ITI MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). MONTHLY REVIEWS DURING THE DRY SEASON (MAY 1 TO SEPTEMBER 30). WRITTEN RECORDS SHALL BE TURNED INTO THE PROJECT MANAGER OR INSPECTOR ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED PROJECT MEETINGS. C. SHALL BE IN PLACE PER THE APPROVED SET OF PLANS PRIOR TO ANY CONSTRUCTION START. D. THE EROSION CONTROL SHALL BE INSPECTED ONCE A DAV AND MODIFIED TO MEET THE SURROUNDING CONDITIONS ASNEEDED. E. PROVIDE A SIGN DISPLAYING A 24HOUR CONTACT NUMBER AND NAME OF THE ESC SUPERVISOR. THE LETTER SIZE SHALL BE A MINIMUM OF 2" LETTERS. THIS SHALL BE IN PLACE PRIOR TO CONSTRUCTION START. REMEMBER, THE LOOK OF THE SIGN WILL BEA REFLECTION OF THE CONTRACTOR AND DEVELOPER AND DEVELOPMENT. F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY (SECTION 7- D O E CCE TANCE OF THE CITY OF D7.3). ALL DRAINAGE SYSTEMS SHALL BE CLEANE T TH A P ANACORTES PRIOR TO ACCEPTANCE OF THE PROJECT. G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED DURING THE DURATION OF THE PROJECT. ADDITIONAL MEP.SURES MAV BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN. NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. H. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC COVERING, ETC.) I. TWO (2) WEEKS PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL 8E SEEDED WITHIN ONE (1) WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER THE PROJECT MANAGER CAN REQUIRE SEEDING IN ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT PROPERTIES OR ORAJNAGE FACILITIES. J. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A $300 TO $1000 FINE UNDER CHAPTER 17.fi6-PENALTIES FOR VIOLATION. EACH DAY IS CONSIDERED A DIFFEREM VIOLATION. TESC SYMBOLS © BMP C101: PRESERVE NATURAL VEGETATION © BMP C103: HIGH VISIBILITY FENCE CE BMP C105: STABILIZED CONSTRUCTION ENTRANCE ® BMP C106: WHEEL WASH CS BMP C107: CONSTRUCTION ROADIPARKING AREA STABILIZATION SO BMP C233: SILT FENCE SE BMP C120: TEMPORARY AND PERMANENT SEEDING CH BMP C151: CONCRETE HANDLING PP BMP C152: SAWGUTTING AND SURFACING POLLUTION PREVENTION BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT ® BMP C154: CONCRETE WASHOUT AREA CL BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD SC BMP C162: SCHEDULING IP BMP C102: INLET PROTECTION Z C� F J � W � J N O J � d � � f0 N�� � � Q O � N.L.. M � � � Q U J J a � � N D O . ND � O � UUrnrn � � j ._, N > N N to � � Lfl O��fh U o � C = N � � MQD_ a�i t U U JOB NO. 17-091 SHEET CAD FILE: 17-091-ecX I PLOT DATE: OB123l2016 C4 DF 19 m // eq PaN ONanq. TEFL Taw PosT - ( r sd MIH�1F11511EE4fnEKi�i11, w sM&llrt➢ /� s z.x wvab �/j(_j](//\i / _ _ °x Wl s�uw�uo4. � wTENMI �� awmnt,°-.�\,_ 1/,� af°'NINTEx5ILe5mE,ro,a. ELEVATION ,,, PROTECTED ,�, AREA "�/l \ BTE¢TasF Pa51 TYPICAL 9ECnON ISOMETRIC NOTE 1. Post shall have sufirient ztrengm antl du2bilily b support me mnce mmugh ma lim of Vie PojeQ FENCE ON SLOPE ��� MARI(�Wa�MAl1RFR HIGH VISIBILITY FENCE STANDARD PLAN I.10.10-01 Pasco BekatichPlll uun 08-ii-09 �w sr o.P.n.n aT,ay...,.,. 1me eln renLa m ppml wpnuy Vpslcpo m plasm wln9 amuntl Iha ends of me fenm. nce m exwtlance wim ShrWartl SPecIRaRona -019(13). tt �4 d In my spots Or wmp bmtians. if NI In Imr �� eepnp aurae, 9a mnm may neetl m be '. Ne Prtgecl En jmar approwa Ne msMllaGon. �, parelkl m mapped cpnmpr Illres , 3- ma�T RY�p�� / ��� L,»o�� v 4NOR< L. SALISBURT frvNpW . yyr. SILT FENCE STANDARD PLAN 1�0.1SA2 s�ET1 aP t s�� EcaPwp TNapupN THE PENCE AT TNEpwvUr. Pero Sakotleh tll 1R0/N EPucE OEruL N.000 POSTS sxpwla �•.�e�a-�a�.�-+•T�+- b NOTE Petlam melmm�anLa in armNanea wnh Smntleed Spadfiraban 5-01.3(e)A antl 9-01.3(15). —SEE eRL6Y0.3a]IiA TA9�iE! '. POST sEe sm. SPEC. wr.staLV U YANIES IPEaapN a: eapS�aEppla� NI ,I OAz'`-Pe�� ki�_i; 'Eno TaEnTeaexr 41�I. / r F' �� tE0 P �G Q(LO SILT FENCE DESIGN .\ i Sip. PUN Id610 e 1% I i/� / t - /'/' LP K-ENOTzeeTNENi vnPlEs IPE tacH �! _ �\\ ��� QpP� ` �G(E Qp,0 COMPOST BERM DESIGN EELTON OA ��� MARx�W��MAIIRER EROSION CONTROL AT CULVERT ENDS STANDARD PLAN 1.30.20-00 Pasco Sakptich Illu�n 09-20-07 �w n.. e•r�*ww+��o�� NOTES 1. Size ma Selaw Inlet Grate Devi® IBIGD) for me storm want shucmm n will seMce. 2. The BIGD shall hags a bull4in hgh-flow relief system (avedlow bypass). 3. The mtnaval system must allow removal of me BIGD wimdal spilling me mlleGed mamdel. 4. Peemrm maintenance In aaoNance wim SlandaN SpetlOceliDn 8O1.3(151. pPATe PawaE . � 1 �--1,-aEcva+puunraTE Show+-:� _ _-aErnlevu srsTEN mP.I sEOINENT nnp peaNs � _ovaxPrpwennss 'y _�����\ �"+p�. > snow mar pawTeoe�eE �QdW �; 1,� `'� i sNccnocx�Ew \, @ / ovEaapw prPads mPa ���JJI� / ��� MARK YI�MAIIRER IsoMETRIc nDv m STORM GRAIN INLET PROTECTION STANDARD PLAN 140.20-00 Pascd Bakdtich 111 uun 09-2U07 �w ... .. �I O Z U W � J N O J N 2 Q � � a ��>� C N L O3 Q � N w N � O � L{) p M LJJ O U � O N Y Q U J J a QU � 0)N� O � � O t� �..; Q � .�-. ��N 3 N O N (n � (O O M U w o O U M = N �oQ�- C M 0) L U N JOB NO. 17-091 SHEET :AD FILE: 17-091-ecX I PLOT DATE: 0823/2018 C5 OF 19 r- ,� �2758� INV.2.7' < �I 1.3' �.�`� � I I I I � ,I `�___ 0 U . 1 's�- ... -_ ._- n , _ � ■ pr ��'I�r�i:� _. , �I"r';' �;,,�.....y_ ,�:� 1 N I, , � it I _J o � � 'd_ I i I 31�01 3;�D03 3�)05 I i r I 14 ;-� � 15 y�� 16 � 1� 7 � 18 � 19 ; � � J I I I I I I L _.._„_..� I_ _ L_ _,._. _,._L,_ _ .i_.._..1 _.._.,_.._..L.._.._.._.._..I_ _ ._.._„J REMOVE 3 SF EXISTING GRAVEL AND ACP o IS to I� 'o 0 + I� o I j� �.: In i C I I - -�� R�ET I I _� ����� , I 3,OTF- I _ � �-- i I � � � ' � ENI}�9 NU�ME�- R MOVE ` &,Z F�fD FEBAP, o: i ' G IS��1E I I � EXlST1N � 1�A L ; �:-1 I � I ��S' �t S I �� --� ,:� �i� i �—"1 -� � � � 0,19' HL�7fa� _ I� �, � � - - ,-- T.�...-�, ---- _ —�.-- /lf ,��. 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E�Rf IPEiF/i[l/lli�llldElEllEi �e��ml <l•�S�EIItIEt/[tlll_1[]l[J !lJ ltllVllBEi 1 lll3l[•Jl![l � - �u a�E_:aleuitflli•11EAi4 J{llLIIC 1LE[]:EIi+11f3JltEI�F/i[liF1 �ea{et,/IFm�{tveveflFtxtruiF n{uutt{t5llt lEE]1it/Iv/!1/!v _ tEll•ill..IIFSIt_1F:3II! ■llt:.{LAl [L{FJ[�IILTI■ Eft{A■ Et/lYEE41 iL�itF.11i31lSllUTIIL {L HF tIF A■FJIFSfI{Ul�{t]fiLafli]/thlleYR/ �\ E{fi_]:EIFYfJF �[_tIIFAS■t 1[ Efl[31{ ]{F•S•llk SfF S1F-..f fl Ff{IFl{EPJ e' I �_ f-7fa OC�T'^R p o _ �sF i A SCOPE OF WORK 1. PROPOSED NEW WNVENRONAL UGM-FAMAm WOOD WNSIRUCIION WMNERCW. BUIWING THREE STORY MULD FAMILY RESIOBONL SRiUCTURE POSE-TFNRONm CONCRETE PODIUM WITH FlRSf FlDOR ON GRADE, 8'SEMEM LEVII, WMINUOIA WP11 AND COLUMN FDOIWGS. B. DESIGN CRRERM CODE: INIEANATgNN. BUIWING CODE - 2015 mIRON ROOF (Rut) _.._.._.....-20 PSF REOUCIBIE (eloped) .............-..16 PSF RFWCIAIE FLOOR (main) .......___..40 PSf REOUCIBtE (cortidar/afils/sta'us) ..tOO PSF NON-RmUCiB1E flA9C WIND SPEm ..._.._....ASCE7-10, 130 MPH, GTEWRY 2 SESSMIC D61GN CMERN; SEISMIC RBK GTEWM ..._._..._... N SEISMIC IMPOMNJCE _._..__..._IB = I.0 SEISMIC ACCELEMDONS ..._._...,5 = 1 W.3x, St = 43.3i 511E CUSS ......_..._.._.._.._.._.._D SEISMIC DEIGN GIEWRY ._.._..O R61511NG SYSTEM _.._.....UGM FPAMm WALLS WRH SHEM PANETS DESIGN BYSE SHEAR .....................Y = .119Wd1 RESPoNSE COffFlCIENf _.._.._..CS = 0.119 RESPONSE MOOIFlGDON .._:_.......8 = B.5 ANLLY56 ....._...mUNN.ENf LITERAL FORCE N14LYSIS G GENERAL WNDIRONS 1. THE WNTPACIOR SHNL EXAMINE THE SIRUCNTUL DMWINGS MIII SHALL NWFY THE SIRUCNPAL ENGINEER OF IVY DISCREPANCES HE MAY FlND BEFORE PROCEEIMNG W1IH THE WORK. 2. THE WNIHACfOR SHALL VERIFY ALL DIMENSIONS, EIEYADONS AND SITE WNDIRONS BEFORE STARING WORK THE MCNMCT ENGINEER SHALL IMMmWFlY BE NWFlm IN WRffING OF AM DEC ANCIES THE WN1RACfOR SHNL N50 INNmMRLY NO11F1' 1HE ARCHIIECf AND THE STRUCNRM ENGINEER OF ANf CONDIRON WHICH IN H6 OPINION NIGM ENNWGER THE STABILLTY OF THE SIRUCNflE OR GUSE OISTNE� TO THE STRL'CTUAE 3. ALL OMISSIONS OR WNFUCIS BEIWIDI THE VARIWS ELA1EH15 OF THE WORKING DRAWINGS SFLW. BE BROUGM TO THE ATIENDW OF 1HE PRCNNECT AND THE SIRUCNRAL ENGINEER BEFORE PRWEEDING WRH PNY WgtK 50 IN`ALND. 4. IN GJSE OF WNFllCT, N076 AND DETALS OF THESE STRUCNPAL DRAWINGS SHALL TAKE PRECEDENCE OVER THE 'GENERAL NOTES' AND/OR 'fiTPN0AH0 OETNLS'. 5. IF A SPEgFlC DETNL IS NOi SHOWN FOR ANY PART OF THE WORK, THE WNSIRUCWN SWML BE THE SWE AS FOR SINIWt WORK. 6. WORKING OINENSONS SHALL NOi BE SCALm FROM PLANS, SECTIONS, OR DETNtS ON THESE DRAWINGS 7. THE WNINLTOR SHAH SUPERNSE PNO DIRECT HIS WORK AND HE SHPL. BE SOLELY RESPONSIBLE FOR WNSTRUCWN MEANS, METHODS, TECHNIQUES, SEQUENCES MID PROCEDURES. PROVIDE PDEOGTE SHONNG AND BRACING OF All SIflUCNRM MEMBERS DURING WNSIRUCWN. B. ALL WORK SNA11 WNFORM TO THE MINIMUM STANDARDS OF 1HE UTESf mIRON OF DIE UNIFORM BUILWC WOE 1997, AND ALL ODiER REWURNG AGENCIES IXfACISING AUIHORRY OVER AM PORTION OF THE WORK, 8. SPECIFlC NOTES ANO DETALS SHAll TAKE PRECmENCE OVER GENERM NODS AND 1YPIGL DETAILS. WHERE THE NOTES, DRAWINGS, AND/OR SPECIFlGBONS DIFFER DIE MORE STRINGEM REOUIREMEM SHALL APPLY. 10. REFER N 1HE MCFBIECRIRAL DMWINGS FOR INFORMADON NOT COVWm BY THESE GENERAL N076 OR THE STRIICNPAL DRAWINGS. 11. NOTIFY ENGINEER OF N1 FlETD CHANCES PRIOR TO INSTALLADON. 12. DSCREPANCIES FOUND BETWEm SIRUCNRAL DRAWINGS AND OMm OOCUMEIKIS ME 7D BE NDTm IN WRIRNG 10 THE ENGINEDt PRIOR 70 WNSfRUC110N. 13. ALL WNSTRUWON SHALL BE WNE WRH NAiERVLS, METHODS AND WORKMANSHIP ACCEPTED /5 GWD PMLNCE Bi TM WNSTRUCWN INDUSTRY IN WNFORMWCE TO THE PRONSIONS OF THE 2015 mIRON OF THE TNIERNADONIL BUIWING WOE' QBC), ANO STANGRDS REFBtENCm THEREIN. 14. PIPES, DUCTS, SLEEVES, OPENINGS, POCIU:75, CHASES, BLWK-OUTS, ETC., SHML NOf BE PUCm IN SLABS, FOUNGRONS, ETC., NOR SHALL AM SIRUCWPAL MENBm BE CUT FOR SUCH REVS, VNL.E(S SPECIFlGLLY DDNLm ON THESE SIRUCIURAL DRAWINGS 15. WNSRtUWON M41ERN15 SHALL BE SPREAD OUT WHEN PIACm ON RUMm FIJ70RS OR ROOFS THE CONSTRUCTION MATEAML LORD SHAM. NOT IXCEm THE D61GN LIVE LORD PER SOINAE FWT. PROVIDE IOmGTE SHORING ANO DR BRACING WHERE SIRUCNRE FVS NOT ATTNNm DESIGN SIR D. FOUNGTION 1. SOIL DESIGN INFORNADON PER GEOIECHNICAL flEPOM (SEE NOTE 2J: DESIGN SOIL AUNNG PRESSURE; D.L + LL 2,500 PSF D.L + Ll + SESMIC = 3,375 PSF OESGN SOIL PA55NE BEARING PREWRES; PER FOOT OF DEPTH 250 PSF COEIFICIFM OF FRICTION ON SOIL 03 EpUNALEM FLUID PRESSURE (YFIWING WALLS) = 35 CONTRACTOR 70 PROVIDE SIZE GEOTECHNICN. SOIL BORINGS AND EVNJIARON REPORT WNFlRMING 501E BEARING ANO DESIGN INFORM4DON. E RENFORCED WNLRETE (Coid'd) G E �l E R A L STRUCTURAL NOTE S 6. 1HE WNIRACfOR SHNL SUBNR MI% DESIGNS FDR EALIi CIAO OF CONCRETE FOR RENEW PRIOR TO CWSIRUW W. NIX DEIGNS MID TESTS SHNL BE NODE BY FN APPROVID IABORATOflY AND SUBNRIED TO 1HE RESOEM OFFlCEA W GN/AGE OF COFSTRUCWN AIK1 THE ENgNEER FOR REVIEW ANO APPROVN. PRNNt TO CONSTRUCTION. 7. THE DESIGN NIXES FOR WNCREIE BEU15 AND SWS SHNl LAHT SHRIN%- AOE lO O.GSS PER ASTY C157 BY USING LOW WATER CENFM AAlIO AW MPROVm ADNIXNREI STABS SHVL BE NEPf NOISE BY PONOING, CONf- INUDUS SFflINIgING, Oft USE pF PN APPROVID WRING WMWNO. B. ADMIXNRES NAY BE USm WDH PPoW APPRWM OF THE ENGINEER ADNI%WRES SNN.L COMPLY WDH ASIM M94 AND BE OF A TYPE DMT WCREASm THE WORKABILITY OF THE CONCRETE, BUT SHAH NOT BE CONSIOERm 70 REDUCE THE SPECIFlm MWINUN CFMEM CONTENT E SHORING AND BRACING 1. DIE IXGINEER HAS NDT DESIGNm TOR ERECTION SINESBES OR PRWmURE 1HE MPROVM OF THE ENGINEER IS FOR COMPLETED SIRUCWRES ONLY. 2. TEMPORARY BRACING: ALL CBAAq�TSHORI�RESHOR�INGNAND ERECIIOON PROIECIION OFM/41 WORK. 3 DR4MINGS�INTCOWOING OESIGNMGLCUU 0 5, PRffMm ANU SIGNm Frc A PROFES510NM ENGINEER 10 THE R61DFM OFFICER IN CHNRGE OF CONSTRUCWN ANO THE ENGINEER SHOP DMWINGS AND GILUUDONS FOR FORMS AA9 SUPPOM GF ELEVATED SUB SURFACES. 4. WNSfPoIWON SUPPORTING FORMS FOR GS7 W PVCE CONCRETE SHId1 NOT BE REIJOVED UMIL WNCRETE NAS HUFDmm SUFF1gENRY TO PEAMR 7HBR SAFE REMOVAL UNESS OMERA15E APPROVID, THESE mwJs SHALL REMNN UNDISNRBm FOR THE Fg1DN1NG MINIMUM TINE PERIODS: FORMS SLIPPORRNG VERRGL SU MACES 24 U HO RS FORMS SUPPoRRNG SI/JS 7 aK H. WOW SIRUCNRAL CONNECTIONS BY SWPSW STRONG -TIE COMPANY OR ENGINEER APPROVED EOUN. Nl FPN9NG PNCHORS POSE EMS RASE, HMIGEFS, STRAPS, ETC, SWJL BE AS M/NUFACNRm R GW-(AMINAIm DNBER 1. CW-ULIN47m WOOD BEANS, OOUGUS FlR C00.Sf REGION, NILN OPom, AIIC SPECIFlGRG4 24F-Y4 FOR SIMPLE SPANS, ANO 24F-VB FOR GNIILEVFR-SPANS (Fb = 2100 P51 iENSgN, 7YPICW. PRWIDE AIIC SW1P ON RMBE12 D SUBMR CEIRRFlGTE TO ARCH ANO ENGINEER MATERUIS MUST BE OBFNNm FROM AN AW MPPOVID FABRIGTOR NL GW-WA BEAMS SWLL FR SNUG Al87 TIGM IN THEIR CONNECTIONS AND DEVELOP NLL BEIJdNG AS WgGTm. NO SUBBTTTIJDON OF OTHER SPECIES. GW-L1N ADHESNE 10 BE ^hET- USE' TYPE PROVIDE 2W0 Ff IUDNS CALIBER, U.N.O. 2 MPNUFACNRER'S CE]iRFlGTE SWJL BE PRESENTm TO THE BUIWING INSPECTOR PRIOR 10 WSTALLADON. L tANINATED VENEER WMBER (LVL) 1. 18E WS NICROLLVA LVL BY iRUS JOEf LLACMILVJI OR APPRPVm MTERNATE PRONOE ICBO REPoRIS SHgNNG PRODUCT DESCRIpfIONS. N. PARNIEL STRAND WNBEA (PSL) 1. 2.1E-31 WF WS PA2llINA P51. BY TRUS JOIST MACNIILW OR APPROVm ALTEPNATE PAOADE IOW PEPORIS SHOWING PRODUCT DESCRIPTIONS. G. gMm510NAL WMBER 1� MSOFlW'OODUID NENSION4. LUMBER.7BEU2 STANp OF Y�A;NC RULES FOR 2. MWINUN DIMENSIONAL WMBER GRADE TO BE (IOW ORIm, N/C 19W MA%): WAIL SWDS: 2x OR 3x OF j2 WALL PUTES 2z OF }2 J01515: Sx6 OF }1 GRADE 2xB ANO UP DF 2 BUMS, HFMERS 6x DF}2; 4x DF 2, WWPA CRPDING. POSTS: 4x, 6w DF i1. LUMBER NOT N07m TO BEM }2. 3. PROVIDE STANGFd] CM WASHERS FOA BOLT HEADS ANO NU15 BEAPoNG AGNNSf �000. 4. ALL SILLS OR PUTEB RESTING ON CONCRETE OR MASONRY, WHICH IB IN WMACf WITH OR RESTING ON FOUNGDONS SHALL BE PRESSURE 7RLIlm WUGIAS FlR PU16 SFM11 NAVE MWINUN 3/4'7 ANCHOR BOL75 EMBE➢m 7' PLACE NA%IMDN 9' FROM 1HE END OF A PUTE AND SPACm AT INTERVALS SHOWN IN DETALS OR MA%IMIIM 48' O.C. SPACING. 5. BOLTS IN WWD SHALL NOT BE LE55 THAN 7 OLLLIEIERS FROM THE END AND 4 OW.IEIE1tS FROM THE EWE OF THE MEMBER. B NNIS: COMMON WIRE NNLB A61N f16fi7. WVUNG IN ACCORDPNCE WITFI IBC TABLE 2304.9.1 FASTENWC SCHWUIi, UNLESS NOTED OTHERWISE 7. FRAMING PNCHOFCi, POSE CMS, BASES. HANGERS, SIWPS, ETC., SHALL BE AS MINUFACNRm BY SIMPSON STRONG -TIE COMPANY OR ENGINEER APPPoNID EQUAL CWNEWNG HARDWARE SENLL BE INSTNLm PER THE MANUFACNRBt ftEWNMENGDONS. FlLL A11 NNL OR SCREW HOLES WITH 1HE FASIENEN TYPE (DNMEIER ANO LENGMJ. B TAG SCREWS OR BOLTS SHAH BE PREORILLfD EQUAL TO 60X OF SCREW DVIYEIEA ANO INSTPLIID BY NRNING SGP WFIHIGRON IS ILCEPTPBIE 00 NOT SPM WWD MEMBERS aJ NNUNG SCHEWLE-SheaUing . WNMON OR BO% NNLS AflE PERMTRED TO BE USm IXCEPT WHERE OIHERWSE STATED. h. NNW SPICED AT 6 DICHES ON CENTER AT EDGES, 12 INCHES AT INTEAMEDUTE WPPORIS IXCETR 6 INCHEB AT SUPPORTS WHERE SPANS ARE !8 INCNm OR AKIRE FOR NNUNG OF WOOD STRUCNRM PANEL ANO PMTICLFBOMD OUPHAADNS AND SHEAR WALLS, REFER TO SECTION 2305. NNLS FOR WALL SHUTHING ARE PERMffim 10 BE WMMDN, mX OR CASRG. u WNMON OR OEFOPMm SWNK (fi0-2' % 0.11J'; BO-2 1/2' % 0.131'; 1W-3' X 0.148�. d. COMMON (fiD-2' X 0.113'; BD-2 1/2' % 0.131'; 1OD-3' X 0.148� . e. OE1DRMm SHANK (6D-2' % 0.113'; BD-2 1/2' % 0.131'; 100-3' X D.14B) . E WRROSION-RFSISFAM SIDMG (6D-1 7/g' X 0.106'; BD-2 1/2 % 0.128') OR CUING (fi6-2' X GO99'; 80-2 1/Y X 0.113� NNL g. FASIENEFS SPACm 3 WCHES ON CENTER AT EILIERIIIR mGm ANO 6 WCH6 W CENTER AT INTERNEOUTE SUPPoRTS, WHEN USm AS SIflUCNPAI SHGIHINC. SPACNG SHNL BE fi INCHEB W CENTER ON iM mGES PND 12 INCHES ON CENTER AT INTmMmMTE SUPPORTS FOR NONSIRUCNRAL APPUGDWS. h. CORROSION-RESISTPM ROOFlNG NNIS WAH 7/16 INCH gANETER HEAD PND 1 1/2 INCH IFNCTH FOR 3/8 INCH SHGTHINC AND 1 J/4-INCH LENGRI iDR 15/32 INCH SHGTNING. i. WRflOSION-R6ISTAM STML6 WRH NOMINAL 7/16 INCH CROWN OR I INCH CROWN PND 1 1/4 INCH IENCIH TOR 3/8 INCH SHGTHWG AND 1 1/2 INCH LENGTH FOR 15/J2-INCH 91EA1HING. PANEL BUPPORIS AT 16 INCHES (2D INCHES IF STRENGTH AXIS IN THE LONG DIRECTION OF THE PAN4 UNLESS OIHBWASE NPRNm). j. CUING (1 1/2' X 0.080� OR FlNISH (1 1/2' X 0.072) NMLS SPACm 6 INCHES ON PANEL EWES, 12 INCHES AT INTERMmN1E SUPPoRIS k PANEL SUPPORTS AT 24 INCHES. CASING OR FlNSH NNIS SPACm 6 INCHES ON PANEL EDGES, 12 INCHES AT INTFRNmNTE SUPPORTS. I. mR ROOF SHATHING APPLLGDONS, BD NNW (2 1/2' % 0.113� ARE THE NWINDM REDUIRm FOR WWO SIRUCNRN. PANF15. m STAPLES SHAH HAVE A MINIMUM CROWN WIDTH OF 7/16 INCH. n. FOR RWF SHATHING APPUGT%1NS, FASTENERS SPACm 4 INCHES ON CENTER AT mGES, 8 INCHES AT INIERMmNTE SUPPORTS a. FASTEJERS SPACED 4 INCHE ON CENTER AT EDGES, B INCH6 AT INIERMEDLI7E SUPPORTS PoR SUBFLWR AND WNL SHUTHWG N71 3 INCHES ON CENTER AT EDGES, 6 INCHEB AT INTERMEOUTE SUPPORB FOR ROOF SHATHING. p. FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHEB AT INTERMmMTE SUPPORTS A) NV W- SCHEOV F-dmen•' I I he 1. CEILING J0615, UPS OVER PARIIRONS: 3 - 1m COMMON (3 1/ 2' X 0.162� MINIMUM FPLE NNL (SEE SECTION 2708.100V.1, TABLE 2308.1004.1) 4 - J' X 0.1J7' NNLS 2 ALL SOIL COMPACTION AND SITE PREPAAARON WORK SHALL BE PERFORMm PER 4 - 3' 14 GAGE SRPlFS RECOMNENGDONS PER RFPOM Bf GEOTET SEANCES WC. PRWECf }18-0218 2 CDUNG J06I5 TO PPRNJEL RAPIERS: DATED MAY 7, 2018 ANO SHALL WMPLY WITH THE LO(UL J(1RISDICIION ANO 3 - 1W CWMON (3 1/ 2' X 0.162� MINIMUM FILE NNL WDE INDIGTm HEflBN. (SEE SECTION 2308.1004.1, TABLE 2708.tOG.1) 3. THE FlNISH IXGVADON FOR FOUNGDONS SHALL BE NUT AND TRUE TO UM WITH 4 - J' % 0.131' N415 A11 NOSE M47mW. AND STANDING WATER flENOVID BEFORE CONCRETE IB PLACED. 4 - 3' 14 GOE STAPLE 4. PRIOR TO THE PUCFMEM OF AM' CONCRETE, TM IXGVADONS SHNL BE WSPECIEO 3. RAFTER TO PUTS 6EOLL PGPGISRT0.m' IN WRTNNG, BY A REgSTERm CML ENGINEER OR ENGINEERING 3 - g0 WMMDN (2 1/ 2' % 0.731� 5. A TESTING IPB SHALL SUBNR WMPAWON REPORTS FOR P11 FlLL 10 THE ENgNEFR (SEE SECTION 2308.tO.f, TABLE 23OB.10.1) PRIOR TO RFAUESIING THE FOUNGDON INSPECTION NNED IN N0. 4 PBOVE 3 - 3' X 0.131' NNLS TDENNL 6. All SOIL AND FlLL DIM UNDER FWTWCS OR STABS SHALL BE WMPACfm 10 AT J - 3' 14 GAGE STAPLES IEASf 95X OF MAXIMUM DENSITY. 4. 1' X 8' SHEATHING TO EACH BEARING: 3 - 80 COMMON (2 1/ 2' X 0.131'J FILE NNL E REINFORCm CONCRETE 5. WIDER THAN 1' X 8' SHUTHING TO EACH ffARING: 3 - BD COMMON (2 1/ 2' X 0.1J1� FACE WUL 1. CEMEM SXA11 BE TYPE II PORTUNO CENEM ANO SHAH CONFORM lO g. WILT -VP CORNER SNDS: ASIM C150. PROCWURE FOR FORMWORK EREWON, RBNFORCWG STEIl 160 WNNON (3 1/ 2' % 0.1fi2� 24' O.C. DETNUNG AND PULING CWCREIE MIXING, PULING, FlN45FIING, AND WRING SHALL WAFORM TO THE RESPECTIVE GOVERNING 3' X Q131' NNLS 16' O.C. SEWON OF THE SPECIFlG11ON5, kl 318 'BUIWING CODE REQUIRE- J' 14 GAGE STAPLES 1fi' O.C. MENNS FOR REINFORCED CONCRETE', ACI 301 SPECIFlGTIONS FOR SIRUCNRAL WNCREIE FOR BUIWINGI', AND SP-15 T7LLD REFERENCE 7. J06f TO BAND JOISC MANURE'. A11 CEMEM USm SHNL BE OF ONE NANUFACNRER FOR 3 - 160 WMWN (J 1/ 2' % 0.162� UCH DEIGN, LE, BENS, BUGS, COLUMNS, ETC. 4 - 3' % 0.f31' NUE FILE WUL 2 /LGREG7E FOR NORMAL WEIGM WNCRETE SHNL CONFORM TO AtifA1 C33. 4 - 3' 14 GDE STAPLE 3. PDMIXTN2E FOR NORMAL WE1GM CONCRETE SHNL WNFOPN TO ACI 301, SECT 2.2 , R IIDGER SIRIR 4. READY -NIX CWCREIE SHALL BE MIXED ANO DELLVERm IN ALCORNWCE WRH /IIM C94 3 - 160 WMMDN (3 1/2' % 0.1fi2' S WNCRETE SWJL COMPLY WITH THE FOLLOWING REOUIREMENIS: 4 - 3' % 0.131' NULS FACE NNL AT EACH JOIST 4 - 3' 14 GEGE STAPLE SIRENGIH M41(IMDM I W%C M NR MA%IMUN 9� WOOD SfRUCNRAI PANF15 AND PARIICLEBOMO: SUBMOR, RWF rW0 WAIL SNUTHWG (IO F17AMINC): LOCADW O7B GYS AGGREGTE RARO CONIEM SLUMP 1/2' AND LE55: BD (2 3/ B' % 0.113� NNLS -WNL FOOTINGS 3W0 PS 1-1/2 IN 0.45 -- MIN 1 3/4' 16 CPDE FOUNGDWS 3000 P51 3/4 IN 0.40 3 i 4 IN 1B/3Y TO 3/4'; BD OR fi0 (2 3/ B' % 0.113� NMLS RFlNFORCm SUBS 4000 PSI 1 IN 0.40 3 1f 4 IR 2' 16 GALE SUBS ON GRADE 4W0 PSI 3/4 IN 0.40 3 7. MIN 7/e' TO 1': BD 6ROM 5000 P51 1 1/8' TO 1 1/4': 100 OR eD 10. pMEL srowc (m FRAMING): 1/2' OR fE55: 6D 5/B': BD 11. INIERRIR PANELING 1/4': 80 3/g': go TAB I. JOIST G97 F NIN HED FAD TON TO SILL OR gROER: 3- BO WNNON 2 T 2 % O.1J1 ( / � 3 - 3' X 0.131' NULS IOENVL 3 - 3' 14 GPOE STAPLES 2. HiIOGING 70 JOISC 2 - BD WNNON (2 1/ 2' X 0.131� 2 - 3' % 0.131' WJLS TOENNL ULH END 2 - J' 14 GAGE STAPLES 3. SOLE PLIIE TO JOIST OR BLOCI(ING 160 (71/2'X0.135�AT 16'O.C. 3' % 0.131' WVI$ AT B' O.C. 1YPICV. FACE NNL 3' 14 G1GE SFMLES AT 12' O.C. (NOTE HEAVER NNLLNG A7 SHEPRWNIS-SEE SCHmULF/PIAN) 4. TOP PULE TO SND: 2 - 16U WMMDN (3 1/ 2' X 0.162' 3 - 3' X 0.1J1' NUTS END NNL 3 - 3' 14 GOE STAPLES 5. SND TO SP1E PLITE 4 - BD COMMON (2 1/ Y X 0.131'f 4 - 3' % 0.131' WUIS TOFNNL 3 - 3' 14 CJGE STAPLE 2 - 16D WNMON (31/ 2' X 0.162� 3 - 3' % 0.131' NNIS ENO NUL 7 - 3' 14 GGE STAPLES 6. WUBIE SNDS: 1fi0 (31/ 2' % 0.1J5� AT 24' O.C. 3' X D.131' NNL AT B' O.C. FACE NNL 3' 14 GOE STAPLE AT B' O.C. 7. WUBLL TOP PU1FS: 16O (3 1/ 2' % 0.1J5� AT 18' O.G 3' % O.1J1' NNL AT 12' O.C. TfPIGL FACE NNL 3' 14 CAGE STMLE AT 1Y O.C. WUBW TOP PUTES LAP SPLICE: 8 - 1fi0 WMMDN (3 1/ 2' % 0.1627 12 - 3' % 0.131' NNIS UP SPLICE 12 - J' 14 GAGE STAPLES 8. gACgNG BEIWWEENN JOISTS OR RAFRRS TO TOP PUTE: 3 - BD WNNON (2 1/ 2' X 0.131� 7-3'x0.131'NNLS IOQUIL 3 - 3' 14 GAGE STAPLES 9. PoM JOIST TO TOP PUTS 3' X 0.131' NNL AT 6' O.C. TOENNL 3' 14 GAGE STPPW AT fi' O,C. 10. TOP PULES, TAPS AND INIEPSEWONS: 2 - 18D WMMDN (3 1/ Y X D.162� 3 - J' X 0.131' NNIS FACE NNL 3 - 3' 14 GAGE STAPLES 11. CONM'UOUS HUDW, 7W0 PImE4. 160 COMMON (3 1/ 2' X 0.162� T6' O.C. AWNG mGE 12. CBUNC J0615 TO PLITE 3 - BD COMMON (2 1/ 2' % 0.131'J 5 - 3' % 0.131' NUTS TOENUL 5 - 3' 14 GOE STAPLES 13. WMINUOUS HEADER TO SWO: 4 - BD WNMON (2 1/ 2' % 0.131� TOENNL 1. THE COIBAKTOR SHALL TAKE PPoECNIIIWS TO INSURE TIiAT NIX DESIGNS, CURING PRWEWRES ANO PL1gNG METHODS WILL MMIMQE SHAINIfAGE CPALKMG. WMPLETED SUBS (MTEA STRESSING) WHICH MPUH TO HAVE A IMGE NUMAEA OF CRACKS WILL RWUIRE AFPNR THE WNWLfOR SFWL RE RESPONSIBLL FOR NWFIGDON OF 1HE POSE -TENSIONING ENGINEER FOR RENEW OF UNUSGL AMOUNR OF CRACKING WHERE REPNflS AAE REOUIRm TO MNMNN THE INIEGRFlY OF TME SUB, THE WNRtPLTOR SWUL RETNN 1HE PoST-TENSIONING ENGINEER 70 PROWOE REPNR OETNLS. CWCREIE SFLLLL PRODUCE OF YINILIUM SIPoENGRI OF 40W PSI AT 28 GYS NA%WUM 5� OF AGGREGTE SHALL BE 1 INCH PER ASIN C57 GR C33. PORRANO CENEM SHALL CONFORM TO ASIM C-150, TYPE II. CWCREIE MDES SHALL BE DESIGNm BY A CERIIFlm INOEPmDEM UBORIT(IRY ANG MPROVED B/ THE ENGINEER 3. CONCRETE PIILENEM SHALL BE IN ILCORDWCE W1M RmONNENGRONS IN Ad fi14, AGI 301, AND ACI 318. MECHWIGAILY NBRATE CONCRETE WLY ARWND PoSf- 7m510NWG ANCHORS ANO UNDER FLWR OUSTS, ETC. REMOVE 2 ALL OmfliS FROM FORMS BEPORE PWflWG CONCRETE PIALENEM SWNP SHAll BE 6 WCHES MAXINUAI. 4. WHEN PLACING CONCRETE, W NOT NLOW WNCRETE 10 DROP SLCH THAT FlLL MAlEAN1 W NI%ED WIIN CONCRETE OR THAT CABLE SUPPORTS NTE DISNPoTm. A CREN MEMBER SHNL FOLLOW THE WNCREIE PU%.TNG WTIH A HWKm BAR TO WSURE TMT TFNWN SUPPORTS ARE UPRIGM IN THE WET CONCRETE AND THAT CABLES AAE EIEVATm 70 NID-DEPRI AT TINE OF WIICREIE PLACQIEM. 5. SEAL TOP OF SUB WITH WPoNG COMPOUND AS REWMMENDm Bf MWUFACNRER GAE SHOUW BE TN(m DURING HOf AND WINDY WEATHER TO PROTECT CONgEETE FflOM ORONG. FOLLOW INSTRUCTIONS OF ALI 305 ,k 306. fi. VEPoFlGDON OF WNCREIE STRENGTH PRIOR TO SR7ESSING TO BE OMNNm BY C(IINDER TEST. PRFSREFSSING _':IFTI 1. PRFSTAESSING SLED: SHNL BE SEVEN -WIRE WW REIAXADON SIRWO IN ACCORgWCE WTIH lSIM A416, GRADE 270 K51, W1IH A CWWAM® ULTIMATE TENSILE SRET7CM OF 41.3 MPS. All MATERML SHALL BE CLEAN ANO FREE FROM WRR051ON. NOMINAL OIWEIER 1/2 INCH NOAGNAL ARG 153 S0. INCHES NA%IMUN TEMPORMY JN:NWC FGRCE J3 KIPS ANCHORAGE FORCE 28.9 KIPS FlNAL EFFECTIVE fDRCE 26.8 NIPS 2 FABPoGDON AND NMJUFACNRE OF THE UNBONDm S'SIEM SHW. BE IN AWOR0.NJCE WITH THE GUIDE SPECIFlGDONS AS OUNNm BY THE PoSf-TENSIONWG INSRRRE 3. SRUWO IS CGTEO WRH A RUST PREYETRNE GREASE MID ENCWSm IN A SEAMLESS PLASTIC SHEATHING (TENDON). TORN OR OPMAGm SHUTHING SHALL BE PAlpim BEFORE WNCRETE POURING SMALL lUAS LESB 1HW 6 INCHES IN LENGTH NEm NOF ff PATCHm. 4. ANCHORADE SFNLL BE NONOSIHAND TYPE ANCHOR Sh7EM WRH WRREM ICBO APPROVAL USING A DUCTILE TRW CASRNG OF AT IFASf 225 INCHES BY 5.0 WCHES OF BFMING. RmsABLE POCKEf- FORNERS ME N BE USm ON NL SFRESBINC ENDS. THE POCKLT- FORNm SHP11 PROVDE ADEpGTE CONCRETE CglERAOE FOR THE PNCHOR AS REOUIRm. gPPMG PWNEf-mRMFRS IN OIL OR OTHER MATFALAIS, FOR EASE OF RENOVPL, IS ACCEPTABLE NL DUD END ANCHORAGES SHNl BE SHOP FABRIGIm, PRSUTm WEDGES. u_IuPmuIT,�A�rnE1NDlNm>� 1mDON PIACENEM 1. REFER 70 THE PUNS AND OR THE TENDON PULFMEM FOR THE LAGT%)N OF EACH TENDON. IFNWN PIALING SEQUENCE 1. UNROLL 1ENOON COIL STARNJC AT THE OFAD ENO FlflM. AT THE STRESSING END PA55 THE TENDON THROUGH 1HE ANCHOR NJO PoLHhT FORMER REMDVWG THE PLASTIC SMAIHINC WIMIN 1 INCHE OF THE BM.K OF THE ANCHOR. SECURE TXE DEAD ENDS AT STRESSING ENDS WITH NAll2 BE SURE 10 PROVIDE TFIE PROPER WNCRETE COVDNLE AT THE DFM ENO. 2 SECURE ALL TFNWNS AT EACH INTERSECTION WfTH THE APPRWRMTE CHNA OR 00081E BLOCKS. PUSNC CEWRS WHICH PRONE SNDLE OR SIDE CUPS FOR THE IENTJONS NEm ONLY BE llm AT EVQO' THIRD IENWN INTERSECTION. WOBIE BLOCK OR OTHER CHNAS WHICH ALLOW TENDONS 10 MOVE LITERALLY SWJL BE Dm AT U121 TENGON INIERSEWON. TIE ML TENDON INTERSEWON AT THE PEPoMEIER OF THE SUB. 3. PULENENf OF NOD STEII RBNFORCEMEM SWML BE WOROINATm WRH THE PIALEMEM OF POSE -TENSIONING 7mWN5. PROPER TENDON PLICEMEM HAS PRIORAY. 4. R LS THE PESPONSIBIUIY OF THE CONCRETE CONAUCfOR TO E%EHCISE GRE NOT 70 D6NRB TME LDGDONS OF THE TENDONS DURNG WNCRETE PLACENEM. TENDONS DISPIACm DURING CONCRETE PULENEM SHNL BE flESfORm TO PPESCPoBm WGDON LOGDON PRIOR TO CONCRETE SET. TENWN STRESSING 1. Nl IENWN STRESSING OPERATONS MUSE � PmFORNm UNDER TXE INNEOUTE CONTROL OF PERSON IXPERIENCm IN POSf- TENSIDNING STRESSING OPERATIONS. THE PEfl50N IN CONTROL SHALL NNMNN STRICT SPFEIY PflECAUTI0N5 AND A RIGID WNIROL OF GAUGE PRESSURE RUOING AND EIDNGTION NEISDREMENIS. 2 imWN STNESSINC AMY PROCEm WHEN THE WNCfQIE STRENGTH OBTNNS JOW P51. SEE INSPEWW SECWN (NOTES B J FOR WNdEEIE TESTING REOUIflEMENIS. J. ALL TENWNS SMPLL BE SIRESSm BY MEANS OF A HYORAULLC JACK, mUIPPm WDH A OWBR47m PflmSURE GN1GE ULH JACK SHALL BE ACCOMPANIm BY A CURRFM CNIBRADON CHNRf. IF THE AIEARURm E]DNGDON DOES NOT WRRESPOND TO THE GLCUUTm DDNGTIDN BY PWS OR MINUS 7 PERCEM, REPOM DISCREPANCIES TO THE ENGINEER BEFORE CUFlING. THE STRESSING ENDS ON IENWNS ?5 FEET IN LEHGRi OR LESS, GAUGE PRESSURE GOVERNS OVER ELWGRON. 4. STRESS 7mWN5 TO BOX OF ULTIMATE CMACITY, I.E 33 K6'S (SEE RMI GLLBRADON WRVE FOR GANGE PR6SURE). SLIT WEDGES IN THE ANCHOPAGE USING THE HYDRAULIC DEUCE BUILT IMO THE RAM. MEASURE AND RECORD FlNM ELONGDON. S TPl(E 54FEIY PPEGURONS AS NECESSNEY, W NOi BTAND BEHIW THE JACK WHIN STR6SINC TmWNS. B. AFTER STRESSING IS COMPLETED AND EWNGDONS YERIFlm, TENDONS SHAH BE CUT OFf WOHIN 3/4' FROM SLAB EOCE 7. AFTER 1ETJWNS HAVE BEEN CM OFF THE LONRULTOR SHN1 PROPERLY SF/1. IXPWm ANCHORAGE BWCKOUIS. R 6 RECOMMENDm THAT A NW- NDAWC EPO%'T MIX BE USm FOR THIS PURPOSE. WNCREIE CRACKING 1. CONIRPLTOR SHALL PRONOE A BUWET FOR CRPLK MIDGTION AT A RATE aF 0.009 LLNFAR FEET PER SQUARE fEEi OF SLAB FOR A PEAIW OF TWO YUf6 AREAS REQUIRING SPECW. INSPECTION: FAEpUENCY COMMEN6: Y COMINUOUS PERIWIG 1 SOILS IBC 1705.8 VERIFY ADmGTE NATERLVS BE]lIW FOOTINGS % X PRIOR TO PLACENENf OF CWCRLIE IXCAVADON IXIEND 10 PROPER DEPRI FNO MAIEAVJS X % PRIOR 70 PLACENEM OF WMPACIED FlLL 6 CONCRETE tlASSIFlGDON NJD TESTING OF FlLL MAlEAWS % % CHECK CUSSIFlGDON ANO GAAOADONS Ai FALH LIFT, BUT NOf L� 7FIFN ONCE mR ULH 7D,000 54. FL OF SURFACE MG VERIFY PROPERLY PRFPATFD SRE AND SUBGHADE X X PRIOR TO PVLFMEM OF CONCRETE VERIFY PROPER FlLL INTERNS, LLFf THICKNE55E AND IN-PIPLE OENSRIES X X CONCRETE WNSIflUWON IBC 1705.3) Po3NFORCMG SRII PLACEMEM % X VERIFY SRE, CLFMNNCEI SPLICES AND PROPm DES ENBmOm BOLTS OR RATE % % VERIFY REOUIRm DESIGN MIX % % VERIFY MIX DEIGN NEEIS STRmGIH ANO IXPoSURE REOUIflQA L151ED ON MPflOVED PUNS. WNCREIE PULEMEM/BA4IPUNG X X INCWDEg SAMPLING FOR NR, SWNP, SRiENGRI ANO 1EMPERAIU IECHNKIUE. INSPECT FORNWORN X X VERIFY SHAPE LOCADON ANO MDABER DIMENSIONS. POSE-MSTALLm M'CHORS % X IN /LCOR0.WCE WRH APPROVED IOC-E REPOM. PERIODIC INSPECWNS N10WED IF STATED IN E PEPOM. FABPoGTORS (IBC 17042.5) X % IF FABRIGTOR 6 APPROVED, ON-SRE WSPEWgI W NOT REOUIRm, BUT A CEIiRFlGTE OF COMPLETION NUSf BE PPoIVD 70 THE BUIWING OFFlCIAL IBC 17043.52. SPmW. INSPECTIWS 1. SPECLJL IN$PEWDN IN WNFOflMNJC�W� SECTION 1704 OF THE 2015 mIRON OF THE INIEANIDONAL BUIWING WDE WC IS REOUIRm FOR TXE mLLONING WORK: (� WS¢fEEIIN,OIX�f�Wfl➢LNG PFAFORNED N�NIOI DPW �INGFN3RIGTDR'S SHOP. THE APPROVED FABAIGiOR MUSE SUBNR A CERDFlGTE OF COMPLIANCE IN ACWRDWCE WRH IBC SECTION 1704 TO THE ARCHIIECf. 2 1HE FOLLOWING REOUIREMEITIS SHALL BE NEf FOR SPmIA1 INSPECTION: (A). 1HE SPECNL INSPECTOR SWd1 BE UNDER 1HE SUPERJ610N OF A REGISfmm PROFESSIONAL ENGWEIA. (BJ. THE SPECVL INSPECTOR SHAH OSETWE THE WOflK A4IGNm FOR WNFDRMWCE WITH THE MPROYID DESIGN DRAWINGS ANO THE SPECIFlGRONS (C). THE SPECVL INSPECTOR SNN1 Fl1Po85H INSPECTION REPORTS TO THE 1HE AACHRECf, AND OTHER OESICNATm PERSONS. ALL DISCREPANCIES SWJL BE BROUGM TO THE IMNmNTE ATTENTION OF 11{E CONRUCfOR FOR WRRECRON. (D) TMENGMEEA $UPSERWS NG lFff WOflK, STATING WHED&A THE WORKM TME REWIRING SPECVL INSPEWON WAS IN WNFDRMWCE WRH DiE MPROVID PEWS ANO SPECIFlGTgNS AND THE APPLIGBLE WORKMANSHIP PflON51ON5 OF 1HE 2015 IBC. INSPECTIONS 1. REFERENCE STANDNNS: 2015 IBC 17W, TABLE 17G. INSPECTIONS PAE 70 BE PERFORNm BY AN INDEPENOFM lESTINC LPB APPROVED BY TXE BUILpNG OFFlCW.. 2. SOIL• VERIFY SUBCRADE IS DRY AND DENSE PRIOR TO POURING FWDNGS. Vfl21FY SUBGRADE PRFPPFARON IS WNSISTEM WRH SOILS REPOM. 3. CONCIEIE: TAI(E CONCRETE CYLNDEflS AS flEOUIRm. VEflIFY SWNP AND SIRmCIH. 4. RDNFORCING: VETO DP RAWINGi.RCIICJGHECK PoRRFp�Wm CO�vER SIWZE ANU 6R DE 5. WOOD: DIAPHRAGM NNLLNG, BLOCKING, HOW -DOWNS ANO WNNEWON FWiONME 1705.11.2 SIRUCNRAL W000. WMINUOl15 SPmLLL INSPECTION IS RmUIRm DURWC FlEW GLUING OPERADONS OF BEA1ENf5 OF THE SEISMIC FORCE-RESISTWG SISTEN. PERIWIG SPmUL INSPECTION IS flEOUIRm FOR NNLING, BOLTNG, ANCHORING AND OTHER FYSIENING OF CONPONENIS WRHIN THE SDSNIC FORCE-RESLSDNC 5Y5@1, INCLUDING WOW SHEAR WALLS, WOOD DNPHRPOMS, DRAG STRUTS. BRACES. SHFPR PPNEIS NIO HOLD-DOWNS. IXCEPIION: SPmNL INSPEWON 6 NW RmUIRm FOR WWD SHEVi WN1S SHFPR PANELS AND OLIPHRAGMS, INgU01NG FUILLNG, BOLTING, ANCHORING AND OTHER USIFNING 7D OTHER WMPONENIS OF THE SEIBNIC FORCE -RESISTING 5'ISIEM, WHERE THE FASTENER SPACING OF THE SHG7HING M AN)RE THAN 4 INCHES ON CENTER (O.C.). G WELDING: PROVIDE INSPEWON IN ACCORGNCE WITH 2O15 IBC SECTION 17W TPHLE 1704.4. 7. PERIWIG AND FlNM INSPECTION REPORTS: WSPECTOR TO OBSERVE ANO PRONOE REPORTS ON OUPHRAGMS, NNLING, ETC., ANO COAIPLNNCE W(M APPROVED DRAWINGS AND MPUCABLE CODES 8. SPECML INSPECTIONS A CONCRETE R BOL15 INSTALLm IN CONCRETE G SIRUCNAAL WWO OR STER PPNE75 USm FOR SEISIAIC RESISTANCE D. POST INSTNIID ANCHORS UTILIZING EPDXY ADHESNE, IXPANSION Oft 1. SUBMR PRINK AND REPRODDCIBLES FOR RENEW PRlgi 10 FPBRIGTION FOR: RDNFORCING SIFD. GLU-LAMINATm BGNS ��� SLED. - AWNDSTR�UCNRAL GiLQIIUiIOHS PoPE SONUlID WINGS MISCFLLANEWS STEEL FLOOR FJOISIS 2 SUBIJR 3 WPIES FOR RENEW PRIOR 1Q FPBRIGDON FOR: CONCRETE DESIGN MIX CONCRETE INSERTS EPoXY ADHESIVES SIRUCNPAL OBSER/ARONS 1. SIRUCNRN. OBSEINADONS WILL BE PERFORAIm IN ACCORgWCE WRH 2O15 IBC SEWON 1709. CONII7ACTOR TO APPRISE ENGINEER OF WNSIRUCIION SCHEDULE FOR OBSETNATKIN DUPoNG F➢UNGDW PULmEM, ROUGH CMPENIRY MID ROOF DMPHRAOM SHEATHING PUCEMEM ��; 1. MTERNAIE /SSEMq.IES ANO MATERWS WILL BE WNSIOERm FOR RENEW. mGINEDL NAY REWEST PAYNEM FDR REVIEW; WNTRALIOR WBl BENT BDROETJ FOR ADDIRONAL PAYMEM AT NO PDDRIONAL WSf TO OWNER. JOBSTIE SAFEry: 1. 1HE ENGINEER AND/OR NRCHf1ECf HAVE NOT BEEN RETNNm OR CONPmSAIm TO PRNNOE DESIGN ANO/OR WNSIRUCIION Rfl1EA' SERrIC6 ftEUTm TO THE CONR2ACfOR'S SME7Y PRECWIIONS OR 10 MEANS, METHODS, TECHNIQUES, SEOUEtICm GR PROCEOIIRES FOR THE CONTRACOR TO PERFORM HIS WORK. THE UNDERTAKING aF PEPoOOIC SRE WSRS BY THE ENGINEER SWLL NOT BE CONSIRUm PS SUPERVSION OF ACRfiLL WNSTRUCIION NOR MAKE HIN RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR TME PERFORWINCE OF WORK BY THE WNTRACTOR, SUBCONRUCTOAS, SUPPUEIS OR THBR EMPLOYEES, OR FOR ALCmS, V61IS. USE WORK, TRAVEL, OR OCCUPPNIX BY ANY PERSON. TRU55 MNJUFACWRERS: - SEE PUN FOR STRAP HIXD GOWN, POSTS INO BEAMS, SIXID GWN SNDS, SLLS ANO PULES, Jd516 ANO RAFTERS PoNBOAAO, BLOOONG I gtlOtlNC, WILAM (dB), WNNECIWYi, BOL15 IN 800O3 9MPml1 Sn2ONG-/E OR APPRO\FD EWA4 AiBI AiG di Ai01 W1 WASHER UNOEA HFI➢ AND NUT, MICAL - NNL SDF3 SHOYM ARE'CdlYON' UN.0.T1P. NNUIEG NOT SHONN 91ALL BE PER IBC TABLE 230A.9.1 - NL GVN WWBER SNNL BE IQNibEIED lO A MAMYU4 Md6n1RE CdOENT 6 19i - Bd.T HqS W MOW 91ALL EWM BOLT pM1ETER PWS 1/8' MNOWN. UC SLREMS (dT LAG 80.15) SHAM HAVE PNEDPoLLID HOTS EWAL 70 APPRO%MATFLY SDx ¢ Sq£W OUMEIFR AND SHNL BE INSTALLID BY IURNINQ W NOT HAYYER IN70 HME SOPP W�IGRON W DNEADS IS - SPUFlWG CF MOW 4EM6FA5 BY OPoNNC NNLS OR SCAEWi IS NOi ACCEPTABLE R SPU70NG ODOIRS. PRWPoLL NL HCAS S REWIRm. - CWNECIORS ALL WNNECIING NAROWME SHALL BE INSTNJID PER 7XE MANUFACNRFRS PECWMENDARWS FILL ALL NAIL W SCI✓E'M XdES WRX THE F/SIDSA 111'E (OINIE1Bi ANO IFNGW) MDIGRD BY THE YNIUFACNI6R. - SND WADS ALL SND WAUS 91ONN ON WE 51RUCNRAI PUNS ARE SRTJCNRM WNLS AND 91N1 BE CWSTRUCIED PER 1HE SRNCNRAL NDIS AND DEWLS d- THESE DRAWNGS TYPICAL SIRUCNRM WAllS AAE 2%60.5' ON CENTER, UNLE4 NO1FD OWIXWSE 11PIG1 SIINCNRAI WADS ARE O]NSIRJCIED MUH 9NGIE SILL ANO DWBLE TIP PULE CWRNJE MULRPLE SNO PWTS W WNL9 FRdI LEVEL REWIRED DD`Ml 701HE FWNDARW. CCNIWJE HdbWWNS AT SHEAR WALL END POSTS FA0A1 LEVTL fEWIRED 0011N 701HE FWNDARW. - RAFTERS/JOISR PRDNDE ML-DEPTH BIllWNO OR �OtlNO UN6 AT ND IE4IXIN B-0' W CENTER BEIYkTUI WPPdtS AT BUAINC 9VPPIXOS BUR RAFRAS NID Jd515 Y YINIMUN ON PU16 OR BEUIS U.R0. AT OIXFR SRPPGRIS PRDNCE HANIA6 PER RIE TYPICAL DETMLi MHEAE ND DEWL APRlES USE AS A YNIMIIM NI.PStlE W SERIES FACE MWM NINQ:RS INSTALLED PER WE MMNFACNRFR PRONOE A DWBFD .MAST (NNWDM) BENUIN Udl PARALLEL WALL, IN011dNG PAR11IgN WALLS - BEAN4 BEAR F�euS 3 1/2' YININUM W SIPPWRNG WALL PU1E5, UNLESS SNOMN mFRANSE PER IYHCPL DETNII 00 NOi NOIOi BEAMS UYR XgNZOMAL XqE SM IN �A11510 20X OF THE DEPW PUCED W ME CENTER M OF 7NE SPAY MW IN THE CENTER Y. DF RIE OFPW, ONE 91tl1 HqE YANNW PER BUN UNLESS AFPROVID BY 719: EN6WEFA PRONOE GWLUI BFAY CAMBER EWAL N 3500-FWT RAMUS FW NL BYRE SPAN EFANS, IXCEPf N1EAE SPEDM CAMBER IS NOIGlEO W THE PL/N5; INSTALL NIH UPWATA WRVANRE gINHEST AT NI0.5PAN). DWOT CMIBEA C4IRLEVEA BEAMS UNLF56 SPECFlCNLY NORO. ABBREVIATIONS: AB MICHOR BOLT MT MTEANATE MPRO% APPRO%IN41E BN BEAN BIM BOTTOM Bor eonqu BRG BEARING � CONTROL JOWT CJf CWSIRUCIION JOWT CLR CLFAA CMU WNCRETE AVSONRY VNB LOL WWMN CONC WNCRETE WNN WNNECIION CONSf WNSIRUWON WM CDMINUOUS WHIR CONTNILTOR CTR CENTER oEr oETNL ou DIAMETER ouc ouWNa DL OEN WAD G EACH E� mUIP OIM iliR I IXISRND E?. FULL PENERiATION FP FOOT FTG FOWNG FG FAR SIDE GN1GE GLLV GLLVANIZm GL 0.UE VJJINATEO GR GRADE HOR HORROMAL M HDGM INCH JOIN LJVE TOAD LOC LOGDON NA% NA70NUM Ng NKHINE BOLT MFR MPNUFPLR1Rm NECH MECHANICLL MIN MINIMUM 11(�C NISCELANEOUS NEW MEMBER OR DESIGN ELEMEM �` NUMBER NEAR GIDE �S NOT TO SCALE OH OPP�I E IWID OPNG OPENING OSF OUTSIDE FAZE PLCS PULES PSF POUN0.S PER SgUME FOOT PPPODUIU55 PER SgLLARE INCH R� Rff RffWENCE REINF RDNFORCING SEpD A�OPE� SCHD SCHmULE SFC �WRE F00T SM SHEET SIN 51MIUR SPCS SPACES SPEC SPECIFlGDONS sTo srANgwo rn s1EEL SIRIICT UCNRM � 1HK THICK TN l0E NNLWG TOC TOP OF WNCRETE lU5 lOP OF SLID. TOW TOP OF WALL TS NBE STEM TYP TYPIGL LINO UNLESS NOTIFlm O1HWIWSE VEM VERRCM W WRH xFAom sTuo �Wm WWF WE18m WIRE FPBRIC NW8 HOW OOAN WWD WNNECR)R BY SIMPSON 8 KIPS MONTHµ CAPACITY, SU MR MTEflFNTi OC ON CENTER (SPACING) PL PLITE PSF POUNDS Pm SgIWiE FOOT M TY�IGL (E) IXISIING MEMBER OR STRUCNRE WMPONEM AHV ABOVE BLW BELOW CHRO CHORD ou oWAETER G UCH G GGE (SPACING) SHEEP INDIX s 1 GENERAL STRUCTURAL NOTES s-z FOUNDATION PLAN s-3 FlRSTFLOORPLAN g_4 2d FLOOR FRAMING PLAN s_5 2rd FLOOR DECK PLAN s-6 3TTJ FLOOR FRAMING PLAN s-7 4tl1 FLOOR FRAMING PLAN s-B ROOF FRAMINGFlJW g_g NORTH ELEVATION FRAMMG s-1 o SOUTH ELEVATION FRAMING s-1 t SECTION ELEVATION FRAMING s-,2 EAsrawEsrELEvnnoNs s-t3 SECTION ELEVATION FRAMING s-tA FOUNDATION DETAILS s-ts POST TENSION CONC REINF DETAILS B-1 B WOOD FRAMING DETAILS s-n WOOD FRAMMG DETAILS QNJ I.L Z /W V V! W O Z QNJ 1.,1� U^ 'J VJ J N J � O � �� = Q Q N ,,^�^ ry v! V L � 0 `v MIiYMB 17-091 S-1 -u �: m 1 2 3 4 5 6 7 8 119'-12" I I FB I l i � I i" 10" CONC i it I I � I � RETAINING WALL I I II I - � t / I �o ,1=OUNDAl10N PLAN COLUMN REINF SCHEDULE NARK TM�FPIx REINFDRQNG C9 16"x18' CONC COL 8—�'9 v. w/�4 TES do X—TIE 6"oc FH C10 16"x18' CONC COL 8—�10 v. w//'4 TIES k X—TIE 6"oc FH C11 18"x1B" CONC COL 8—$11 v. w/y4 '. TIES & X—TIE 6bc FH NGTES '•.. • '�}j 1. W W4N RE1NFdifA.IENi p0Yh15 AT FOO11N6 NAIi]I 9g ANO xuueFfl aF NwncALs swoxx Ix 9TIEWIE 2 bPALE n6 B'a FN TYP. - CONC SPREAD AND WALL MAT FOOTING ', FOUNDATION, TYP SPREAD FOOTING. SCHEDULE MARK onl � wNGM � owm '.. flDNFOR(,NG F15 15-0"x15-0"x3'-0"d. ' 15—/10 b. E.W. F10 10'-0"x10'-0"x3'-0"d. 10—�9 b. EW. FC1 25-1-4"x2'—fi'd' �7 t , , X CONT FC2 25'-10"x14'-0"x2'-6"d.- � t./6. E,W, X CONT FA '. 3'-0"x2'—fi"d.xCONT FTG ¢ t . z CONT. w FB '. 3'-0"x1'—fi'd.xCONT FTG —d6b. x CINJT_ w FR 6'—D"z2'—D"d.xCONT FTG SEE ELEV SECTION xnTc� t, sRREAo FnOnN6 To eE o=x,wm e¢nw cawxxs ux� xmm onlmwg ax FaxoAnox FtAxs 2 AB9iENAnONS: t - lq' b. - 60T1G4 EW - EA WAY SW. � 91ptT WAY LW. - LWIG WAT 17-091 iHEET NQ S-2 PLOT DATE: I I I I I I I i I I ;I I I GDFlLE 17-091 I PLOT DATE: 3 7 Y 119'-12" I Y RETAI lYP � I �yory5 I I 1 C„ CONC I I WALLS � I -� i COLUMNS, 1YP NC I I _ 31 32 33 34 SLAB REINFGRCING�SCHEDULE MARK I l�iNFd1dNG I RQAARKS PIACFMENT { 0 �{t x B'-6' AT 12'a.e UNIF SPTCWATCP RdNF. Rff PNN FCR LGCATIGN6 QB J5t z Y-6' AT 12'aa z Y-6' AT 12'o.e UN16 SPAS TOP AND SOT flEINF. AT WA11 Rff PLW FGR LGCATIdNS © j5t ilb z 5'-6' AT 12"o.a n 4'-6' AT 1Yac UNIF SPACE ATOPAND SOT flEINF. AT WAll PEF PUN FGR LCCAR S ' AT 4a.a 9'-G' AT 4a.a UNIF SPACE TOP EA WAY CENTER AT CGWNN SPACE 4'0.GTYP © ATx1126�-G0� UNIFORM SPACED BGT. RE1NF. ( CFN7ER AT WG SP N 0 #Bb z C AT ifi' . U IFGRM SPACED BDT. PE1NF. LACE ABV ARIf' BARS ( IENPERANRE RE]N�. � A�1Yaa � WA 014T. pff AT -,STAIR LANCING TW I�F. AT STNR LµGING �3 m ncs APpll 2a, 2G1a OESI NED BY SdemmatonsWN{GrouP, Pllt 3f'4793-9GG6 JOB NO. 17-091 SHEET NO. S-3 y 8'-9» 1tf-42 1tS-42.. 27'-0" lti-42 L ItS-42 y-lU2 36'19" 13'-6" 13'-6" 36 9' I el Ad1 24"x24"Dp I a 10" P/T CONIC' PERIMETER PT r SLAB _. / 1 1 CONC BEAM, TYP 2nd FLOOR FRAMING PLAN CAD FlLE3 77-081 PLOT DALE: 18"x18" SQ CONC COLUMNS, TYP SLAB REINFORCING SCHEDULE MARK PE7NFORdNG REMARKS PLACEMENT O ,{Bt x 17'-8' AT 18'o.c UNIF SPACE TOP REINF. TP. UNIFORM AT BEPN sracGER ENDS 2'-D• Bt x 12'-0AT 160¢¢ UNIF SPACE TOP REINF. TYP, UNIFORM AT BEAM STAGGER ENDS T-0' © tY'it x Id -Ow AT 16•ac UNIF SPACE IOF. TYP, UNIFORM AT BEAM 0 7-/6t x 8'-0' AT 4'¢¢ SID, HOOK END TOP BAR REFER TO DETAIL® 7- t x 6'-0' AT 40.¢ UNIF SPACE TOP EA WAY O {6t x 6'-8' AT 18'".¢ UNIF SPACE TOP AND HOT REINF. TYP, UNIFORM AT Exr. BEAM b x 5'-6' AT 18'¢e STD HOOK ENDS F 0 �St z 7-O' AT 16'¢c UNIF SPACE 70P AND HOT REINF. TYP, UNIFORM AT EKT, BEAM b x 4'-6• AT 16'a.c I STD HOOK ENDS 12'-0m AT 16'c¢ UNIF SPACE TOP AND HOT REINF. TYP, UNIFORM AT BEAN b x 6J-60 AT 16'n.¢ STAGGER ENDS 1'-6' 0 ryt z 8'-6' AT 12'".¢ UNIF SPACE TOP REINF. TIP. UNIFORM AT CONO WALL BLW #5b x 4'-8' AT 12'ac STAGGER ENDS 2'-0' © /Bb x 7H'-O' UNIFORM SPACED HOT. REINF, CENTER AT MID SPAN 0 1B'ac 20.on,#Sc 11-0' UNIFORM SPACED HOT. REINF, PLACECEN1 ASOMID IS'AN G z CDNT: 0 1Y¢¢ EA WA CONT. AT STAIR LANDING TYP REINF. AT STAR LANDING REF PUN x CONT. 0 IS'¢¢ STAGGER TOP AND SOT PLACEMENT TYP TEMP REINF. 18'¢¢ NET PLACEMENT) NOTES 1. SEE SHEET 5-1 FOR GENERAL NOTES AND SHEETS 5-15, REM TO ELEVANONS FOR PT BEAM MILD REINF (5'.E PH MARKS) 2 TYPICAL SdB REINFORCEMENT COVERAGES l6LD REINF. 1 •TOP 7/4' BOTRMI P/f REINF. 7 1/4' TOP J/4' BOTRkI LEGEND: TENDON ANCHORAGE LOCATION J 1/2 S I—: TENDON CGS MEASURED FROM BOTTOM OF SLAB s� TENDON STRESSING ANCHORAGE LOCATION iE 1 NED BY ShcemmvCmwNln' Gmuq PILL 3H0•A3-9000 OB N0. 17-091 THEFT NO. S-4 1) (2 3 119'-12" C►1 7 1„ 1„ 1„ 1 1„ 1„ 'I L 81-9 18'-42 18'-42 - 21 1) 18'-42 18'-42 9'-102 36,9„ 5n L 361j-9„ L STRUCTURAL PANEL NOTES 1 INSTALL PANELS EITHER HORIZONITALLY OR VERTICALLY. 2 WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 2X FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATED ON THE SAME STUDS, E3] BLOCKING IS REQUIRED AT ALL PANEL EDGES, 4 PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, OR DOORWAYS OR AS DESIGNATED ON PLANS, FOR HOLD-DOWN REQUIREMENT, REFERENCE PLANS. [5] SHEATHING EDGE NAILING IS REQUIRED AT ALL HOLD-DOWN POSTS. EDGE NAILING MAY ALSO BE REQUIRED TO EACH STUD USED IN BUILT-UP HOLD-DOWN POSTS. FOR ADDITIONAL INFORMATION, REFERENCE THE HOLD-DOWN DETAILS. [6] INTERMEDIATE FRAMING TO BE WITH 2X MINIMUM MEMBERS, ATTACH SHEATHING TO INTERMEDIATE FRAMING WITH 0.131"OX2-1/2" NAILS AT 12"OC WHERE STUDS ARE SPACED AT 16"OC AND 0.131"OX2-1/2" NAILS AT 6"OC WHERE STUDS ARE SPACED AT 24"OC. [7] BASED ON 0.131"OX1-1/2" NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING, USE 0.131"OX2-1/2" NAILS WHERE INSTALLED OVER SHEATHING. [[8 FRAMING CUPS: SIMPSON A35 OR LTP5 OR APPROVED EQUIVALENT, SHEAR WALL NOTES: [101 TYPICAL ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 0.229"X3"X30 . EMBED ANCHOR BOLTS 7" MINIMUM INTO THE CONCRETE. [111 PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS, PROVIDE HOT -DIPPED GALVANIZED (ELECTRO-PLATING IS NOT ACCEPTABLE) NAILS AND CONNECTOR PLATES (FRAMING ANGLES, ETC.) FOR ALL CONNECTORS IN CONTACT WITH PRESSURE TREATED FRAMING MEMBERS, 12]] DO NOT APPLY STRUCTURAL WOOD SHEATHING OVER GYPSUM BOARD. 131 AT ADJOINING PANEL EDGES ALL BUILT-UP END POSTS SHALL BE NAILED SIMILARLY, (2) 2X STUDS NAILED TOGETHER MAY BE USED IN PLACE OF A SINGLE 3X STUD. DOUBLE 2X STUDS MAY BE CONNECTED TOGETHER BY NAILING THE STUDS TOGETHER WITH 3" LONG NAILS OF THE SAME SPACING AND DIAMETER AS THE PLATE NAIUNG. [741 CONTACT THE STRUCTURAL ENGINEERS OF RECORD FOR ADHESIVE OR EXPANSION BOLT ALTERNATIVES TO CAST -IN -PLACE ANCHOR BOLTS, SPECIAL INSPECTION MAY BE REQUIRED. 1 _1 2nd FLOOR DECK PLAN SHEATHING SCHEDULE TOP PLT TO MARK WALL SHEATH PLATE ANCHOR BOLTS SILL PLATE NAILING S1UOS TRUSS OR BLKG Q 15/32" STRICT 1, Bd 6-6-12 3/4Y x 1YANCHOR BOLTS 1fid O 10. O.C. 54-2x4 AT A35 AT 32'O.0 0 3YO.G, w/3x3A229"PW 16"O.C. AS AN ALTERNATE USE LIP5 AT 24" O.C. Q15/3Y SIAUCT I, IN 4-6-12 3/40 x 1YANCHOR BOOS 16d 0 5" O.C. SS-2x6 AT A35 AT 16"O.C. 2 O 24"O.Q, w/34A22VPW IV= AS AN ALTERNATE USE LTP5 AT 12" O.C. 15/32" SIRUCT I, 10d 3-3-6 3/4"0 x 127ANCHOR BOLTS 16d 0 3" DO, S6-2x6 AT A35 AT 12"O.C. USE 3X NOMINAL AT ADJOINING PANEL EDGES 0 i6"OX,(U.N.O.), w/3x3x0.229"P1 STAGGER HALING 16'0.11 AS AN ALTERNATE USE UPS AT B" D.C. STRUCT I, 8d 2-2-6 3/4"O x 1YANCHOR BOLTS 16d 0 Y O.C. SG—W AT A35 AT BODO. Q15/32" USE 3X NOMINAL AT ADJOINING PANEL EDGES 016"O.C., w/3x3A229"PW 16"O.C. AS AN ALIERNATE USE LIPS AT If O.C. STAGGER NAILING STAGGER NAILING NOTES: 1. GLB HEADERS TO BE SUPPORTED BY (3) CRIPPLE STUDS. 2. INDICATES 2ND STORY SHEAR WALLS, SEE SCHEDULE FOR SHEATHING, NAILING, BLOCKING. X,�-,.-,.--..--,.-., INDICATES SIMPSON CMST14 STRAP AND LENGTH, SEE DETAIL 18/S76 FOR INSTALLATION. 4. TYPICAL EXT FRAMING ELEVATION, SEE SHEETS S9, 510, 5. SEE SCHEDULE FOR BEARING OR NON -BEARING DHEATHED WALL STUD SPACING, 6. USE SIMPSON ff52.37/14 HANGERS FOR SINGLE TJI 360 14" JOIST, MIT4.75/14 FOR DOUBLE JOISTS. 7. REFER TO 20/S16 FOR TOP PLATE CHORD SPLICE NAILING. 8. INDICATES SIMPSON TYPICAL HOLD DOWN ANCHORAGE. REFER TO PLAN FOR SIZE AND LOCATIONS, SEE DETAILS SHEET S16 FOR ELEVATIONS AND ANCHORAGE BOLTS, 9. SPRINKLER MAIN FRAMING PER DETAIL 21/S16. 10. BRICK VENEER LINTEL OVER DOORS AND WINDOWS PER DETAIL 19/S16. 0 L 17-091 S-5 1) (2 3 �! 119'-12" �; 8'-9" I_ 18'-4j" � 18'-4�» 2T-D" I_ 18'-42» � 18'-42" � 9'-102' i d �Ir 00 N WOOD SHEATHING 1. REFERENCE 2. ROOF SHEAT 19/32" MINA STANDARD, EUGt JtHLtU YAIVtLJ UtJ16NtU IU JYAN Z4 IKI:KtJ tIIKtK YAKALLtL UK PERPENDICULAR TO LONG AXIS OF PANEL WITH 25 PSF LNE LOAD. LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TD ALLOW FOR EXPANSION. NAIL 6 INCHES ON CEMER ALONG EDGES, AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE 10D COMMON NAILS, U.N.O. PRDVIDE IXP-1 RATING. 3. FLOOR SHEATHING: 3/4" NOMINAL APA RATED PANELS, PRP-108 PERFORMANCE STANDARD, NAILED AND GLUED. CONFDRM TO UBC IDENTIFICATION INDIX 40/20 FOR SUPPORTS TO 20 INCHES ON CENTER. ADHESNES ARE TO CONFORM TO APA SPECIFlCATION AFG-01. PROVIDE T&G EDGES AT LONG PANEL EDGES. LAY UP WITH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER AT END SUPPORTS ANO 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE 10D COMMON NAILS. PROVIDE EXP-1 RATING. 4. BLOCKING AND NAILING 10D® 4" O.0 AT PANEL EDGES, 10° O.C. AT INTERMEDIATE SUPPORTS. 5. WOOD SHEARWALL SHEATHING: PLYWOOD OR OSB APA RATED PRP-108 PERFORMANCE STANDARD PER UBC STD 23-2 OR 23-3. USE EXTERIOR ADHESIVES. USE 10d COMMON NAILS. PROVIDE IXP-1 RATING. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HOR20NTAL JOIMS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE SPUDDING. REFER TO SHEAR WALL SCHEDULE FOR OTHER RATINGS (STRUCTURAL 1) AND PANEL THICKNESS. SHEATHING SCHEDULE TOP PLT TO MARK WALL SHEATH PLATE ANCHOR BOLTS SILL PLATE NAILING STUDS TRUSS OR BLKG Q 15/32' 51161CT 1, ed 6—fi-12 3/4Y x 12'ANCHOR 6OLT5 0 72'0.0., w/Ox3xO.229'PW 1fid 010' 0.0. S4-2x4 AT 16'0.C. ASS AT J2b.0 AS AN ALIEANATE USE LTPS AT 24' O.C. Q 15/32' SiRUCT I, i6d 4-6-12 3/4Y x 12'ANCHOR 6OL15 0 24'0.C, w/Ox3x0.229'PW 1fid 0 5' O.C. S6-2x6 AT 16'0.0. A35 AT 16'Q0. AS AN ALIFRNATE USE LTPS AT 1Y O.C. Q15/dY SDiUCi I, 1Od 3—�6 U� 3% NOMINAL AT AOJOINOIG PANEL EDCES 3/4'/ x 12'ANCHOR BOL75 0 16'0.0., w/3x7xO.229'PW t6d 0 3' O.C. STAGGER NAIl1NG S6-2x8 AT i6'0.0. A35 AT 170.0. AS AN AL1fANATE Uff L1P5 AT 6' 0.0. + 15/32' SIRUCT I, PA 2-2-6 USE 3% NOMINAL AT AOJOINWG PANEL EDGE STAGGER NAILING 3/4'/ x 12'ANLHOR BOL75 0 16'0.0., w/Sx3xO.229'PW t6d 0 3' O.C. STAGGER NPRIIIG 6fi-2r6 AT 16'0.0. A35 AT 6'0.C. AS PN ALTFRNAIE USE L1P5 AT 6' QC. CAD FlLE 77-001 I PLOT GATE: 1 _1 3rd FLOOR FRAMING PLAN %e = T'-O° NOTES: 1. GLB HEADERS TO BE SUPPORTED BY (2) CRIPPLE STUDS. 2. �� INDICATES 3RD STORY SHEAR WALLS. SEE SCHEDULE FOR SHEATHING, NAILING, BLOCKING. 3. x--*-�--w-*-* INDICATES SIMPSON CMST14 STRAP AND LENGTH, SEE DETAIL 18/St6 FOR INSTALLATION. 4. TYPICAL EXT FRAMING ELEVATION, SEE SHEETS 59, 510. 5. SEE SCHEDULE FOR BEARING OR NON -BEARING DHEATHED WALL STUD SPACING. 6. USE SIMPSON IT52.37/14 HANGERS FOR SINGLE TJI 360 14" JOIST, Mff4.75/14 FOR DOUBLE JOISTS. 7. REFER TO 20/Si6 FOR TOP PLATE CHORD SPLICE NAILING. 8. � INDICATES SIMPSON TYPICAL HOLD DOWN ANCHORAGE. REFER TO PLAN FOR SIZE AND LOCATIONS. SEE DETAILS SHEEP S16 FOR ELEVATIONS AND ANCHORAGE BOLTS. 9. SPRINKLER MAIN FRAMING PER DETAIL 21/516. 10. BRICK VENEER LINTEL OVER DOORS AND WINDOWS PER DETAIL 19/516. 11 !� FURRING OR WOOD STUD WALL REFER TO ARCHITECTURAL DRAWINGS 0 0 I LIJ cJ 0 Q 0 aad8 -_ _____-__ QK" - ��,W �'� tD V' -...� ..' _A WOOD SHEATHING a R �� a 1. REFERENCE STANDARDS: UBC STANDARD 23-2 OR 3-3. � 4-9 2. ROOF SHEATHING: 19/32° MINIMUM THICKNESS APA RATED PRP-108 PERFORMANCE STANDARD, EDGE SEALED PANELS DESIGNED TO SPAN 24 INCHES EDHER PARALLEL OR PERPENDICULAR TO LONG AXIS OF PANEL WTfH 25 PSF LIVE LOAD. LAY UP WffH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER ALONG EDGES, AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE 10D COMMON NAILS, U.N.O. PROVIDE EXP-1 RATING. 3. FLOOR SHEATHING: 3/4" NOMINAL APA RATED PANELS, PRP-108 PERFORMANCE STANDARD, NAILED AND GLUED. CONFORM TO UBC IDENTIFlCATION INDEX 40/20 FOR SUPPORTS TO 20 INCHES ON CENTER. ADHESIVES ARE TO CONFORM TO APA SPECIFlCATION AFG-01. PROVIDE T&G EDGES AT LONG PANEL EDGES. LAY UP WfTH MINIMUM 1/8" CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER AT END SUPPORTS AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE tOD COMMON NAILS. PROVIDE EXP-1 RATING. 4. WOOD SHEARWALL SHEATHING: PLYWOOD OR OSB APA RATED PRP-108 PERFORMANCE STANDARD PER UBC STD 23-2 OR 23-3. USE EXTERIOR ADHESIVES. USE 10d COMMON NAILS. PROVIDE EXP-1 RATING. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING. REFER TO SHEAR WALL SCHEDULE FOR OTHER RATINGS (STRUCTURAL 1) AND PANEL THICKNESS. SHEATHING SCHEDULE TOP PLT TO MARK WALL SHEAhI PLATE ANCHOR BOLTS SILL PLATE NAILING STUDS TRUSS OR BLKG SIRUCT 1. 8d 8—B-12 3/4�w x 12'ANCHOR BOLTS IBd 010" O.C. S1-2x4 AT A88 AT 32'O.C. Q18/32' d 0 32'QC., w/3x3x0729"PW 16'O.C. AS AN ALTERNATE USE LTPS AT 24' O.C. SR2UCT I, 18d X-6-12 3/41 x 12�ANCHOR BDLTS 16d 0 6' O.C. S6—Zx6 AT A35 AT 1G0.0. Q15/32' 2 0 24'QC., w/3x3x0.229'PW 18'O.C. AS AN ALIEANAIE USE L1P6 AT 12' O.C. 15/3Y 5R211CT I, 10d 3—�6 3/4Y % 12'ANCHOR BOL15 18d 0 3' O.C. S6-7x6 AT A35 AT 12'0.0. ' USE 3% NOMPIAL AT AOJgNINC PANF1 mGE6 016'0.0., w/3x3x0.229'PW STAGGER NNLHG 16'0.C. AS AN ALTEANATE USE LTPS AT B' D.C. 16/3Y SBiUCT I, Bd 2-2-6 3/4Y x 12'ANLHOR BOL15 tbd 0 Y 0.0. 56-2%6 AT A35 AT B'O.C. ` USE 3X NOMINAL AT ADJgNING PANF1 mQ5 0 16'0.C, w/3x3x0.T2B'PW 16'0.C. AS PN ALIFRNAIE USE LTPS AT B' 0.0. STAGGER NNUNG STAGGER NNLINC 4th FLOOR FRAMING PLAN e/e = 9,-0. NOTES: 1. GLB HEADERS TO BE SUPPORTED BY (2) CRIPPLE STUDS. 2. �� INDICATES 4TH STORY SHEAR WALLS. SEE SCHEDULE FOR SHEATHING, NAILING, BLOCKING. 3. " " ' X�-' " " " INDICATES SIMPSON CMST14 STRAP AND LENGTH, SEE DETAIL 18/S16 FOR INSTALLATION. 4. TYPICAL EXi FRAMING ELEVATION, SEE SHEETS S9, 510. 5. SEE SCHEDULE FOR BEARING OR NON -BEARING DHEATHED WALL STUD SPACING. 6. USE SIMPSON ffS2.37/14 HANGERS FOR SINGLE TJI 360 14° JOIST, Mff4.75/14 FOR DOUBLE JOISTS. 7. REFER TO 20/Si6 FOR TOP PLATE CHORD SPLICE NAILING. 8. � INDICATES SIMPSON TYPICAL HOLD DOWN ANCHORAGE. REFER TO PLAN FOR SIZE AND LOCATIONS. SEE DETAILS SHEET S16 FOR ELEVATIONS AND ANCHORAGE BOLTS. 9. SPRINKLER MAIN FRAMING PER DETAIL 21/516. 10. BRICK VENEER LINTEL OVER DOORS AND WINDOWS PER DETAIL 19/S16. A 11 �� FURRING OR WOOD STUD WALL REFER TO ARCHITECTURAL DRAWINGS � 7 I ��� a__._ i N sx', :� _._ �- aar -- -- ..----.._..._ OOR JOIST PER PLAN 8 HANGER AT BM BEAM SHEATHING PER PLAN 100R JOIST PER PLAN 68 HANGER AT BM BEAM SKEWED HANGER AT BM z>< STAIR BLKG LANDING 2X8LEDGER WI(4)16d EA STUD INTERMEDIATE STAIR LANDING PLAN SCALE 3/4"' = 1 "-0" 2X8CONTLEDGER W/(4)16d EA STUD J W 0 M U J N J N O� d �a Q Q d ��o $ C °Y�a JOB NO. 17-091 BHEET NO. S-7 cAO FBF: n-0BT I PLOT W1TE: 1 O2 T 4 5 6 T 8 119'-1 Z" y 8,_9„ 18'-42„ 18'-42„ 21.0" 1 18'-42" 183-42" 1 9'-102„ 1 1 I 1 36' 9" L 36't 9 WOOD SHEATHING 1. REFERENCE STANDARDS: UBC STANDARD 23-2 OR 23-3. 2. ROOF SHEATHING: 19/32" MINIMUM THICKNESS APA RATED PRP-108 PERFORMANCE STANDARD, EDGE SEALED PANELS DESIGNED TO SPAN 24 INCHES EITHER PARALLEL OR PERPENDICULAR TO LONG AXIS OF PANEL WffH 25 PSF LIVE LOAD. LAY UP WITH MINIMUM 1/8° CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION. NAIL 6 INCHES ON CENTER ALONG EDGES, AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE 10D COMMON NAILS, U.N.O. PROVIDE EXP-1 RATING. 3. FLOOR SHEATHING: 3/4° NOMINAL APA RATED PANELS, PRP-108 PERFORMANCE STANDARD, NAILED AND GLUED, CONFORM TO UBC IDENTIFICATION INDEX 40/20 FOR SUPPORTS TO 20 INCHES ON CENTER. ADHESIVES ARE TO CONFORM TO APA SPECIFlCATION AFG-01. PROVIDE T&G EDGES AT LONG PANEL EDGES, LAY UP WITH MINIMUM 1/8° CLEAR BETWEEN PANELS TO ALLOW FOR EXPANSION, NAIL 6 INCHES ON CENTER AT END SUPPORTS AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. USE 100 COMMON NAILS, PROVIDE EXP-1 RATING. 4. WOOD SHEARWALL SHEATHING: PLYWOOD OR OSB APA RATED PRP-108 PERFORMANCE STANDARD PER UBC STD 23-2 OR 23-3, USE EXTERIOR ADHESIVES, USE 10d COMMON NAILS, PROVIDE EXP-1 RATING. ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS, HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO THE STUDDING, REFER TO SHEAR WALL SCHEDULE FOR OTHER RATINGS (STRUCTURAL 1) AND PANEL THICKNESS. ROOF FRAMING PLAN SHEATHING SCHEDULE TOP PLT TO MARK WALL SHEATH PLATE ANCHOR BOLTS SILL PLATE NAIUNG STUDS TRUSS OR BLKG 15/32' SRUICT 1, Bd 6-fi-12 3/40 x 1YPNCHOt BOLTS 16d 0 17 O.C. SA-2x4 A7 A35 AT 370.C. Q 0 32'O.C., W/3x3xO229`PW 16'O.C. AS AN ALTERNATE USE LTP5 AT 2e O.0 STRUCT I, 1Bd 4-6-12 3/4Y x 17ANCHOR BOLTS 16d 0 5" O.C. S6-2x6 AT A35 AT 16'O.C. Q15/32' 2 0 24'OC, W/3x3a229'PW 16'O.C. AS AN ALTERNATE USE LTP5 AT 120 O.C. SIRUCT I, 10d 3-3-6 3/4'0 x 17ANCHOR BOLTS 16d 0 Y O.C. S6-2x6 AT A35 AT 170.0 Q15/37 USE 3X NOMINAL AT ADJOINING PANEL EDGES 016'0.C., W/304229'PW STAGGER NAILING I O.0 AS AN ALTERNATE USE LTP5 AT 6' O.0 SIRUCT I, Bd 2-2-6 3/4W x 17ANCHOR BOLTS 16d 0 3' D.C. S6-2x6 AT A35 AT COX, Q15/37 USE 3X NOMINAL AT ADJOINING PANEL EDGES O 16'O.C., W/W)A229mPW 16"O.0 AS AN ALTERNATE USE LTP5 AT B' O.C. STAGGER NAILING STAGGER NAILING d r NOTES: 1. GLB HEADERS TO BE SUPPORTED BY (2) CRIPPLE STUDS. INDICATES 4TH STORY SHEAR WALLS. SEE SCHEDULE FOR SHEATHING, NAILING, BLOCKING. 3. _X INDICATES SIMPSON CMST14 STRAP AND LENGTH, SEE DETAIL 18/S16 FOR INSTALLATION, 4. TYPICAL EXT FRAMING ELEVATION, SEE SHEETS S9, 510, 5. SEE SCHEDULE FOR BEARING OR NON —BEARING DHEATHED WALL STUD SPACING, 6. USE SIMPSON IT52.37/14 HANGERS FOR SINGLE TJI 360 14° JOIST, MIT4.75/14 FOR DOUBLE JOISTS. 7. REFER TO 20/S16 FOR TOP PLATE CHORD SPLICE NAILING. B. INDICATES SIMPSON TYPICAL HOLD DOWN ANCHORAGE. REFER TO PLAN FOR SIZE AI LOCATIONS. SEE DETAILS SHEET S16 FOR ELEVATIONS AND ANCHORAGE BOLTS. 9. SPRINKLER MAIN FRAMING PER DETAIL 21/516I 10. BRICK VENEER LINTEL OVER DOORS AND WINDOWS PER DETAIL 19/S16. FURRING OR WOOD STUD WALL REFER TO ARCHITECTURAL DRAWINGS CAD FlLE 17-081 PLOT GATE: 17-091 B" AT W/I srneAu ruuunc ]ILt W/�6 ®12"o.c. EA W/�j5 ®12'o.e. AND REINF, lYP WAY, EA FA, TYP EA WAY, FA FA 4 I 3 2 1 I I I NORTH ELEVATION S-9 �e=9•-0• ;ONf ARIN.,, , 'LAN FOR EM l2AMING AND 7W HDRS AT ENCLOSURE O I REF PIAN FOR IM 2x �"0x1'-4"EMB FRAMING, HOEDOWNS, A.B. PER WALL ANCHOR BOLTS, AND i SCHEDULE SHEATHING REF PLAN FOR EXT _ _ 2%6 FRAMING, — __ HOEDOWNS, ANCHOR _.. BOLTS, AND SHEATHING ��� —"" — TYP 24"x24" EDGE _ - _ _ _ BEAM SECTION — "`'' — _ _ i. . LVL 2 � ' SEE ELEVATION' REF PLAN © FOR EDGE DEAM CONC SLAE REINF ANO #4 REINF, TYP SNR SPACING _ ______. 'ONC WALL / j_prq�ONS AND fA1RWELL RBNF SCHED, TYP i ®12"o.c. EA EA FA, UNO 3) BEAM COLUMN SECTION (���scale� 16$O CONC COL FOUNDATION DOWELS TO MATCH VERTICALS REF PLAN FOR COLUMN SPREAD FOOTING SFLE AND REINF, TYP COLUMN FOOTING ELEVATION (,���scale� �� Z O Q W J W 2 H O Z U J N J N Q � N O � �� = Q Q N .�; � � w�8 s �Ho � MIiYc��� DF51 NED BY Sdemmv tonsWtlnsGraup, PLLC 3fio-29390Gfi JOB NO. 17-091 SHEET NO. S-9 DBL 2x6CONi TOP PLATE BEARING, TYP REF PLAN FOR EXT 2xfi FRAMING AND WINDOW HDRS AT STAIR ENCLOSURE SRR SPCI 10" CONC WALL AT STAIRWELL W/�6 012'o.c. EA WAY, EA FA, TYP 0 0 © o ., ,� —f_\\__ii�ll�ll�ll�ll�ll�il�l� � I■II�II■_II■g■II■II■_II�`�`i_■II■II■II■II■u�� Ili ��_I�ili 1�Ihlllllll�l III �_' �i � ���� � �I�� I �i� ���� ---- — _ � �! �� ���� ���►� ���� III 11�11� �IIIII 11111��-=IIIl11 Illli IIIII 11I ii��_ lill, 1►�il�f�ll�ll�il��lal.���ai��l.�l�ll�li��i■�I■_�.�j.�i.�i�i�����l.�lal.I�li 'lI \I�I�I■III �.;. III!1!I'�lal,l III- II.� '... IIII�'����I1�1.'. �I'II�� laa iii�Ill ,I1111 �.1111 II �I�la�7�I�����ill II,��LlII11�I111V�����'11111�`� _,■ _ ��I,I,�_ ldRl�l'!•III17�I III. Ili, li_�Iillal■I■II■ILLIi���j�ifl�l�■II■II■II■iia�i�ll■Ilalalaiall£� _ I�I<•I■III I�I�I■ul 1■ICI■■■■I ' -- �� � 3 II ■1�■I- - i c. Slsi��l Ili it - L�I�I�um I I I=m- I P I I I III 11 i I���I�I�■�lilililu ��I�I�������'I I����I� � .�:.+IIIEI iiiiiii 1������ I � � _ �. ��. _. _ill. -.III i �iir �ii�_��I��� ��I�� J����� ��_���, _�������_� ,=___,^�_I�pI�I��j�_II��_�II IC.94 �� ®i nS99��'� �� 11Y�_,o i�%��T6 �66�d ��o _- - �_ � f�er� � -I R �®I �I l�l (i�l � _i I Itt 'iu I fl�il CONC SPREAD AND WALL MAT FOOTING FOUNOATON, TYP CAO FlL6: 17-0BJ I PLOT DATE: 1H"SQ CONC COL, REF PIAN FOR LDCATIONS AND REINF SCHED, TYP REF PLAN FOR PT REINF TENDONS AND PROFlLE REf PLAN FOR COLUMN SPREAD FOOTING SIZE AND REINF, TYP H ml0'O.C. REM •f PBC 5 6 7 8 I I I I I I I REF PLAN FOR 2xfi PARAPET �WI,PDCW HDRS,FRAMING (MATCH BLW SND WALL) 10 T .. I �� : I I �• L �;,41 I I: 'J I'I { ' f e' J'I �..: { I I I"1 � 1 � ' T'�C = .T I '� II I 1 - .1 f � , r:.t. '?'!. t -I■Illlilililillll■ICI■Illlilililillll■I® IH"O.C. REM @14'O.C. H 610'O.C. � { I I f ' !'' I � ��. I I r, 1. r 1 I 4 I, "} J� .,.�'., ,: I I 1' I,- I. �_ r�anmr '... I a� ,_ L �.� �. . . . .. .. . .. . .. .... . . ... . . .. . . I REF PLAN FOR COLUMN SPREAD EDDYING SIZE AND RBNF, TYP SOUTH ELEVATION S—� a/je ' 7'-0' 10 'GONG WALL W/jfi 012'o.e, EA WAY, EA FA DBL 2x6CONT TOP PLATE BEARING, TYP REF PLAN FOR EM 2xfi FRAMING AND WINDOW HDRS AT STAIR ENCLOSURE PER WALL SCHEDULE REF PLAN FOR CONC SLAB ANO REINF, TYP PT TEI IA7� 1 B"Sq CONC COL REF PLAN FOR LOCATIONS AND REINF SCHED, TYP H' CONC WALL AT STAIRWELL �6h ®12"oc 10" CONC WALL AT STAIRWELL W/�fi ®12"o.c. EA WAY, FA FA, T1P REF PL41 COLUMN S FOOTING SIZI REINI REF PLAN FOR INT 2x FRAMING, HOLOOWNS, ANCHOR BOLTS, AND SHEATHING LVL REF PIAN FOR EXT 2xfi FRAMING, HOEDOWNS, ANCHOR BOLTS, AND SHEATHING TYP 24'x24' EDGE BEAM SECTION N SEE ELEVATION FOR EDGE BEAM REINF AND �4 STIR SPACING BEAM COLUMN SECTION (8"scale) 5) COLUMN FOOTING ELEVATION ($"scale m SSet R Z O Q W J W 2L r 'O'^ vJ 3� U r J N J N N O ���' = Q Q N � � � � t � H O MLiYMQ DFSIGn®Br Sd■mma �R Getup, PILL 3fi629&9006 JOB N0. 17-091 SHEET NO. w_ I O REF PLAN FOR TJI FLOOR ANO ROOF JOIST SIZE, SPACING, BLOCKING ANO NAILING, SHEATHING, TP OBL 2x6CONT TOP PLATE BEARING, T1P REF PLAN FOR EM 2x6 FRAMING ANO WINDOW HORS AT STAIR ENCLOSURE i4 l.Lf.J STIR SPCNG 10' CONC WALL) AT STAIRWELL WAY, EA FA, UNO CONC SPREAD ANO WALL MAT FOOTING FOUNDATION, TYP REF PLAN FOR Pf REINF TENDONS AND PROFlLE 3 4 5 I I I I I REF PLAN FOR WALL REF PLAN FOR WALL SHEATHING, NAILING, � SiUD SIZE, GRADE HOEDOWNS. ANO BLKNG AND SPACING. TYP REF PUN FOR COLUMN SPREAD FOOLING SIZE ANO REINF, TYP REF PUN FOR COLUMN SPREAD FOOTING SIZE AND REINF, TYP BUILDING SECTION C-C REF PLAN FOR 2z6 FRAMING, HOEDOWNS, ANCHOR BOLTS, ANG SHEATHING TYP 30'x24' INTERIOR BEAM SECTION LVL 2 SEE ELEVATION FOR EDGE BEAM REINF AND #4 STIR SPACING ICI 18'SQ CONC COL REF PLAN FOR LOCATIONS AND REINF SCHED. TYP '�— � BEAM COLUMN e' CONC WALL SECTION (8"scales AT STAIRWELL EA WAY, CTR 10' CONC WALL AT STAIRWELL WAY, EA FA, TYP 18'SO CONG COL FOOTING SZE AND / MATCH ¶VERTICALS REINF, TYP ��11 COLUMN FOOTING ELEVATION ($"scale) GDFLLE: 77-081 I PLOT DATE: JOB N0. 17-091 SHEET NO. �_� EAST ELEVATION A 2x4 STUD WALL FRAMING AT WINDOW BLOCKOUT 2x6 STUD WALL FRAMING PER PLAN, TYP TJI 360 14" FJ — PER PLAN (3) )�"0 THRU RODS —� w/WASHERS, 36"oc 2x6 STUD WALL FRAMING PER PLAN, TYP BAY WINDOWS WHERE — OCCUR, REF ELEVATIONS AND ARCH'L REF PLAN FOR Pf REINF TENDONS AND PROFlLE REF PLAN FOR WALL SHEATHING, NAIILING AND ANCHORAGES REF ARCH'L FOR WINDOW AND MUIWON DETAILS AND REQUIREMENTS 4—L2x2 ANGLE SUPPORT BRACKETS —BLK AND NAILING, CLIP ANGELS PER SCHED DBL 2x6TOP PLATE, TYP TYP BAY WINDOW HDR r=+'-� WEST ELEVATION �. _ �.-0. CAD FlLE 77-087 I PLOT DATE: JOB N0. 17-091 SHEET NO. w_� w OBL 2x6( PUTE BUf C B A C B I I I I I I I I I 0 BUILDING SECTION B-B s BEAM PB4.5 REINF ELEV PLAN FOR WALL EATHING, NAILING, LDOWNS, AND BLKNG REDUCE, lYP D6L 2x6CONf 1 PUTE BEARING, ' �4 STIR REF PLAN FOR TJI FLAOR REF PUN FOR AND ROOF JOIST SIZE, HORS, 11'P SPACING, BLOCKING ANO NAIUNG, SHEATHING, TYP OP IYP 4.10 ___ �,E REf SHI HOI SCI 'i i 30i4 � b•"7. _. t. , ... .�_'=' i �I 6 �fiz12' 6-�6x20'; -�'7x1¢' 6-/6z16'I 6—�6z26' 6 �6z11' 6 ��6z10 6—�6z�3 I 6—�7xze' 4 #7xi3' 6—j6x9' ; f�6—$6x7' ' REM OI4'O.C. ; I'E-�� .. 12 96"0.C. EN 913'O.C. B �9 "O. SPCNG ...... .• .-.. .... PB3 _.- _ PB6 ...._.._....._ .-_..— -. _ �� HOi WATER : � . ........ .. . TA1NK3 REF PUN FOR P� REINF TENDONS .., AND PROFlLE fi,..,• ... .......:.:..."- ......_..:.. ..:.: -..: �., .::..:.., 10' CONC WALL EA WAY, U FA 5.125X13 1/2" GLULAM PER PLAN, TYP ITS2.37-14 JOIST HANGER, TYP 3 BUILDING SECTION A -A !x6 STUD WALL RAMING PER 'LAN, T1P DBL 2x6TOP PLATE, TYP � TYP ALCOVE HEADER PUN FOR WALL i17HING, NAILING, ➢OWNS, ANG BLKNG IEOULE, TYP wa Arxa ze, zoie Z LO r m U op rn� V Q za oQ m �.i � J N J N N ~O � �?' = Q Q a�'i .Ir � � � L �I--'O MLlYc��Q �: __.--. r. rr� :� � u: i.�•ii����x JOB NO. 17-091 SHEEP NO. ^—� w � 1 2 6'-9" I I 1'-2" „' �" 6' 4�" 5'-6' 5'-6" 12 ac�EAbWAY I !Tt/b. Ar I ,roc FA war � I / rl I � � � � / �-� O I� � �/� / / / � o I/ I � f" /� � / / I 9• i —�J N h� p Ht T ��n ��/ � L�_i / � T / /-� I �n � / 1'. / ___;r _ �B2' �� � CONC6C0 LPER / N � I / / � .... / j PUN, T1P N If � -' � ';L � �' _--- � f� je AT 6'oc . / EA WAY. FA / �, � FA THIS WAIL ` ' r /_ _ I I � �/ /� j / � %6 AT 12'oe � /6 AT 12'ac EA� _-������ EA WAY, EA FA WAY, COi AT B' / I NNO) CONC WALLS, TYP / � / I / / -" i / / I ' s1 /,- - .1 13'-112" I i� FOUNDA110N FC1 FOOLING PLAN s—, }• = ray Q I 2 I r 0 1O' CONC AT SFA1R W/j'6 01: EA WAY, E 1YP C WALL MA7 FOOTING FOUNDATION, Rff PUN FOR RE7NF, TYP 0 i1 FOUNDATION WALL ELEV n-0Bt I FR.OT DATE: I ,� 7'-5" 8'-,0" I 6'-6" I I I I I I 3'-1" Rff PUN FOR \ , t i CONC WALL � t � /Tt/b. AT \ a FA' MARK FTG oe j6t./b. AT RE]NF, lYP � � �- / 12' EA WAY IN 12'oe FA WAY —.__—._._.__...........__.—...__.._......._.... I j$ AT 12 i'�--- -- —J- _ --- ��' EA WAY EA FA � / /,/� / j � I — �� - ,� � � / � � � FA FA / /I• � ,�` � / /5h 012'ac COLUMN Rff. PLAN ELEF1�/�T R � / � 1II / p eff� aLUMHFo�ENT 1 EC � / I � / I' •� / � / � � s SLAB -ON -GRADE _ __ ......._ I � / 10, I � / .. \�} / REF. PUN � � II .-! _. _- �. � ._ _ - _ BWONfMAOECON6TRI1CIlON - y / ` � � �' = � 1 ' BINMINOUS � I � / � n � .] i 4TNICKCONOAETE 61A8 r� / r/ / / / ' JOINT FlLLER / � �.I / aN ORAD6WAOArleaxeA °p � 'j/� �'� � ,�.�_� / B TOP RFlNF. WHERE AROUND COLUMN= .; - ..�.-,., - � � �t WAY,Mm0EPi1; OV9316 ML --L � � �,/ _ OCCURS REF. i IJ/ / � � t � VAPORBARPoER,7YP, I�'NN �, i .��/ SCHEDULE I i _!_/ // BtImIIBEPWl2'dYL.R�TO // Cy"0 pF / rJ - / F� r p9./pF � [— /! � I eau�arsrFnn�aurav�e1 _"� `` �p / �x � � � / _ � _ �/ / •/ � I � xC 1 j / � ( FF.E=P1.021' ` / J � I N _ '� ��• IIR"j/ I F!'�..?'_ +r� � i MEi'>l'{141VECrAt ��Ifr? � - r � � ___� 1 TAh� -:... f., / / � - CONC COL PER � _ .. �. ., _..._ _. .�. " PUN lYP � 1 � '_ _ / .,l / - % , _ �L � �N � I N ... / I /� /�� � FOOTING RE1NF., '9 � FA FA � / � Rff. SCHEDULE / /� � ��� / : / /� ' �� I II/ � / � /�/�� / / a•cu�.rm. ' l i'-/:..17 l�: `':' j �Y. s.�. .' /:-.�C - z /.;.:; � �; � /I EA. SIDE ,. . , �� �� / / � i � / .., • / / i � , �/ � • � � � � / / � / /� ate. scHmu� /5 AT 12'oe as � 10' THICK I �" EA WAY, EA FA CONC WAll , ,3'-„- '-��• � SPREAD FOOTING DETAIL 50'-22" 8 10' CONC is� FOUNDATION FC2 FOOLING PLAN �1 FOUNDATION FC3 FOOTING PLAN WAS 5 6 7 S 11 � I ��'"� _ ___ I - Ir I�: I I I I � � L., I I I �: tI I I I l.•:� il�: I I I ,._� _ I I I� . I I ��' 1 1 �� �'_ i I I r 1 :-i- � ' , li' I � I J I. •1.; L�. °I: I. ;. 1 ' I .`I f '.1:' � l�. i i 1 _ 1• I ;1.. r �� I 1 � � I,`. REF PUN FOR COLUMN 6PREA0 FOOTING BQE AND RF1NF, 1T'P z FOUNDATION WALL ELEV io 10' CONC WALL N W/j'S 012•o.c. FA WAY, EA FA 6' CONC WA AT SFPIRWEIJ W/i6v Ofi o �Sh 012'ac 10" CONC WALL AT STAIRWELL W/�'6 012•a.c. FA WAY, FA FA, r� I REF PUN AND ELEV FOR CONC BLAB ANO BEAM - REINF, TYP - Rff CON 2—�6 1RIM, TYP FOR SUB REINF {f6 AT 12'ac EA WAY, CDt AT B' CONC WPLlS, 1YP I — -- I >�y i��/i/ ��/f 1 � �// � WATERPROOF POSRWE E, O�NAGE, EAB WAY COt W�O� /5 AT 12'ce EA FAAY,� 10•TH� : � y /. / //����1 /%//� �//��//� �\////\ ��/��% ��� _..._ I i �� j��/ // �� \// /; I I O ,s FOUNDATION WALL ELEV J_ LQ r W Z O Q Z O J N O � �� = Q Q N •r-� .0 is �"' O 8 MLLYMa DESIGNED BY ShcemmvCmsldl6y GPGYR PLLG B6a29B�Das JOB NO. 17-091 SHEET NO. S-14 r 248SUPPORTBARS TYP IAT DROP CAPS. EXTEND 12 EA SIDE OF DROP CAPS TYP MILD REINF STD, EA WAY BANDED TENDONS rDISTRIBUTED TENDONS 3" I TYPICAL PILE CAP SECTION SGALt: NUNL HIGH POINT SEE PLAN CONIROLPOINTSAS TERMINATED TENDONS TYP, UNO SHOWN ON PLAN STAGGERATIP' AT BANDS CGS STRESS (ANCHOR ATNA) END NA 15'STRAIGHi UNO o?' SPAN14 a TYP L112 OR L212 L22 L32 LZ2 L7 L2 L3 EXTERIOR SPAN INTERIOR SPAN } EXTERIOR SPAN WITH STRESSING �I NO STRESSING DISTANCE FROM BOTTOM OF SLAB 2Ja=0.1 L 3) FOR UNIFORM SLAB NA [SAT MIDDEPTH PARABOLIC TENDON PROFILE SCALE: NONE e— EDGE OF OPENING WHERE IT OCCURS ,OPENING ORCENTER OFTENDONTURN 28' PTSLAB PT TENDON SEE PLAN J if4 HAIRPIN PLACED RADIALLY TO HOLD TENDONS IN PLM1E TENDON-],,,,, OF SLAB AT 121 O.C. ` HAIRPIN HAIRPIN READ WHERE CURVATU EXCEEDS 1:6 11 PT TENDONS AT OPENING �UALt: NUNL LVL 2 13H W 16H MILD REINFORCEMENT TO BE DISTRIBUTED WAN THE DIMENSION LINES, EA WAY I� DROP CAP l iL PERPLAN SPACED �_-- -PER PLAN �= --��-- '�-- --��7- BANDED TENDON, -------- --- SYM. SLAB EDGE 1 4 STRAND MAX PER BUNDLE Mir TYP BETWEEN SEE PLAN FOR THROUGH TENDON ADDED TENDONS #4 Z4" TOP & BOTTO TIED TO ANCHORAG SUPPORT BARS 4 =s a BUNDLES uno ., MIN SPACING PLAN DEAD END ANCHORAGES 1 STAGGERED AND PLACED "+ HORIZONTAL IN SLAB 1T B MAX HORQ GROMMETAT STRESSING END — - — — - — — NA ONLY IC JI I T=SLAB THIGWESS 3r STRA[13R TOP &BOTOM IN EA DIRECTION UMN W=�WI� NTS BARS SECTION IN EA DIRECTION H=COL CAP DEPTH +T REINFORCEMENT AT PILE CAP Q DETAIL AT ANCHORAGE 15 SCALE: NONE 15 SCALE: NONE ADDL REBAR T PER � � 1� rPTTENDON ao? a — � SUPPORT BARS MIN &R AT 4T o.a MAX HAIRPIN PER C io SB � BANDED ANCHORAGE REINF 15 SCALE: NONE 3'-0' MIN STRAIGHT MAX CURVATURE TYPICAL 1T IN B 1f T MIN OUR TENDON HAIRPIN PER is a8 * WHERETENDON CURVATURE EXCEEDSI:6SEE is sa 12 PT TENDONS AT OPENING S15 SCALE: 3/4"=1"-0" Rl POST -TENSIONED GIRDER REINF ANCHORAGE SLAB REINF PER PLAN ADDL 2Y4 T & B AT BANDED TENDON AT ero.0, EXTENDED s GROMMET BEYONDL GTANCHOR EACH ENDI T7[ SUPPORT BARS J %{'-1"MAX LpT TENDON 14 MIN AT STRESSING TAIL 42'O.C. MAX 0HAIRPININBANDED 9' DIRECTION ONLY TOTAL EQUAL TO NUMBER OF ANCHORS2 PLUS BANDED ANCHORAGE REINF S15 SCALE: NONE 1 12" CLR TYP "NIA AT CORNERS YARERE WALLS OCCUR BELOW OPENINGS 1416X3'-0"TOP&BOf — DwcoNALs (TYP) 3#5 (STACIOJD) TP ALL AROUND (EXCEPT OVER WALLS) 13 REINF AT SLAB OPENING S15 SCALE: 3/4"=1'-0" PT TENDON REINF TYP � � T1TP BEAM SECTION � SEE ELEVATION FOR DETAIL BEAM REINF, TYP POST -TENSIONED BEAM TENDONS ANCHORAGE, SEE PUW 14 PT BEAM TENDON ANCHORAGES S15 CAD FILE' 17-081 PLOT DATE: CHNRSAT 3'-0"O.C. MAX ADDED TENDON PLACEMENT 15 SCALE: NONE ANCHOR CASTING 94TOP&BOTfOM NAILTOFORM nnOANCHOR [4GROMMET \ 1" �--•i 16"MIN —1 CHAIR FORM g DISTRIBUTED ANCHOR 15 AGREE: NONE II�N.:.7N 1"CLR TYP 1-tt5 TOP & BOTTYP REDff. FOR OPL3RMQS IN SLAB. 12"-2A" SINGLE OPENINGS OF SMALLER DIMENSION DO NOT REQUIRE TRIM BARS. FOR OPENINGS OF LARGER DIMENSION AND MULTIPLE OPENINGS REFER TO 17188 14 REINF AT SLAB OPENING 15 SCALE: 3/4"=1'-0" 2'-6" � TYPICAL SLAB REINF CONT KEY `SEE ELEVATION FOR CONC BEAM REINF, TYP SLAB SEC110N VIEW REF PLAN FOR CONC COL REINF.TYP 1s SLAB CONST JOINT DETAIL 1 5 SCALE: 3/4"=1'—O" a. BACK UP IN '. a . . `TENDON- VSL-391ANCHOR � VSL-SNV OREQUAL ANCHOR 2-g4CONT 112" OR EQUAL BACKUP BARS DEAD ENDANCHORAGE ITEGS.M ANCHORAGE 5 ANCHORAGE END 1 S SCALE: NONE ANCHOR CASTING NAIL TO FORM GROMMET 1"M 18'MIN • STRESSING TAIL CREASED AND 3MT FORM PLASITC STRAND HAIRPIN&ADD'LREBAR PER 10 BANDED ANCHOR 15 SCALE: NONE NOTE: STRESSED ENDS OF TENDONS TERMINATING IN CLOSURE POUR SHALL BE CUT, SEALED & POST GROUTED AFTER TENSIONING TENSIONED TENDON PLACE AND CONSOLIDATE (DRAPE PER CONCRETE (4000 pan SO DAYS PLAN) (MIN) AFTER TENSIONING 4-N6 CONIT J TIB RBNF PER PLAN 3 1/2"x1 1/2"x12" KEYS AT 36" O.C. 15 DETAIL AT CLOSURE POUR 15 SCALE: 3/4"=1'-0" Uvaaa Jq Co LL 0) d = Q Q ui (1)) at 8 `V MLiYcQ SILL PLATE NAILING 1fid AT 6' O.C., U.N.O. FLOOR SHEATHING E.N. SHEAR WALL NAILING A35 PER SCHED e FLOOR SHEAR W 1 BAY TJI BLKG AT 6" O.C. NAILING AT 48" O.C. U.N.O. CONTINUOUS TJI SHEAR WALL \ NAILING 1�S_ ECTION AT EXTERIOR WAIL 16 SCALE 3/4" = 1'-0" SILL PLATE NAILING —� SHEAR NAILING 2X8 FLOOR JOIST �HUTF28 2X TO BLKG, TYP. SHEAR WALL SHEAR WALL NaluNc NauNc TJI BLOCKING SHEAR WALL / 'CORRIDOR FRAMING SECT S16 SCALE 3/4" = 1'-0" TJI ROOF: tOd AT 6" O.C. SILL PLATE NAILING � FLOOR: 10d AT 6" O.C. U.N.O 1fid AT fi' O.C., U.N.O. ROOF OR FLOOR � rI ROOF OR FLOOR ELEVATION SHEAR TRUSS I ELEVATION TRUSSES AT DRAG FORCE PER TRUSSES AT � SPACING PER PLAN SIMPSON A35 SPACING PER PLAN AT SPACING PER 1 —16d EA SIDE SHEARWALL SCHED 1 20 CONE, TYF TJI BLOC —HEADER, SEE PLAN COMINUOUS TJI SECTION AT EXTERIOR WA�� STRAP AT JOIST MIDLENGTH I FLOOR SHEATHING EN. tOd WT 4' O.C. U.N.O. SILL PLATE NryLING 16d AT 6' 0.0. U.N.O. NT. STRAP PEA PLAN SHEAR WALL\ NAILING 2X TO BLKG, TYP. BLOCKING �51STRAP AT FRAMING S16 SCALE 3/4" = 1'-0" CENTERLINE OF COLUMN � 1/4 3 SIDES I 1/4 TYPICAL W12 BEAM � I �SDFF PL 3/8 EACH SIDE 1/2" MAX. CAP PLATE 3/4 %9X12 � i I i W/ 2-3/4" A325 BOLTS i I I I 1/4 I TSSXSXI/4 � I I I I NOT 1. USE LARGER PLATES AND WELDS AS MAY BE REQ'D BY BEAM CONN. SCHEDULE OR BY AISC SPECIFlCATION SECTION J2 WELDS. WF BEAM AT TS C0� SCALE: NONE jr JiAT DAT@ TS5X5X1/4 COLUMN ROOF: 10d AT 6' O.C. FLOOR: 10d AT 6" O.C.U.N.O. 8d AT 6. O.C. j Y PLATE I i GE NAILING � DGE NAILING SEE 15/32" APA SHEATHING SEE SCHEDULE � SCHEDULE Bd AT 6" O.C., IYP. ALIGNED CONDITION OFFSET CONDITION � SECTION AT INTERIOR SHEAR WA�� 14 SHEARWALL END STUDS AT HOEDOWN LOCATIO S HE z HOLDOWIJ PER PLANS USE ALL FASTENERS SOLID BLOCKING—� UNDER HD / HOEDOWN PER PLANS/ USE ALl FASTENERS STRAP INSTALLATION OVER WALL SHEATHING RAP AT EXTERIOR WALL 5/8%11X11 BASE PLATE W/4-3/4" DIA. X 11" LONG �`1 1/2' N.S. GROUT 3 — #3 TIES I TS COL BASE SCALE: NONE au REINF PER PODIUM ELEV�� CONCRETE BEAM PER SHEAR WALL NAILING SILL PLATE NAILING FLOOR SHEATHING E.N. T A35 PER SCHED 1 BAY TJI BLKG AT 48' O.C. CONNNUOUS TJI SECTION AT INTERIOR SHEARWA�� AMB HD SCALE: NONE SCALE 3/4' = 1 —0 CAP PLATE 3/8° x4°x0'-4°. T1P CC66 w/fi HILTI KWIK PRO #12-24 #5 SELF DRILL TS 5XSC1/4 POST POST PER PLAN 1/2"0 WELDED THREADED NAILER STUD 24"oc EA SIDE, T1P HS54z4z1/4 JAMB POST PER PLAN — HDUB, SSTB28, w/10 HILTI KWIK PRO �12-24 #5 SELF DRILL BASE PLATE 5/8°0x1'-4' EMB ANCHOR BOLT t 061GNm BY Sd+nnmv O�+m+YW+i Getup, PLLC 3fio-79b9000 JOB N0. 17-091 SHEET NO. �_� 2X SCAB PARAPET s� AT EACH TRUSS HEARWALL NAILING PER SCHED. 2X SCAB PARAPET HEARWALL NAILING PER SCHED. gp'. AT EACH TRUSS ��_ 19/32' SHEATHING ROOF E.N. ROOF E.N. ALL SHEATHING ROOF E.N. /'-W� SHEATHING 10d A7 6' O.C. TRUSS BLKG PER MFGR. / ;IS 2X6 BLKG BETWEEN SNDS T& HEARWALL SILL PVSE NAILING PER SCHED. HEARWALL SILL PLATE NAILING PER SCHED. L♦ TC ORD ROOF SHEATHING PER PLA ROOF TRUSS PER MFGR. HEARWALL NAILING PER SCHED. ROOF TRUSS PER MFGR. HEARWALL NAILING PER SCHED. g I ROOF TRUSS PER MFGR. RDOF SHEATHING PER P �g° ROOF SHEATHING PER P m 3$ COM 2x BLKG WBH - - � 4os H2.5 AT EACH TRUSS TO SCAB PARAPET T&B � a� HEARWALL NAILING PER SCHED. � va I HEARWALL NNLING PER SCHED. I ��S H .5 AT EACH TRUS _ y W �� t6d TN AT 6' O.C. H25 AT H TRUSS EADER PER PLAN EAGER PER PLAN g � ��� HEADER PER PLAN TRUSS BLOCKING ®48°O.C. H2.5 CLIP SND TO TRU55 T& �SHEARWALL NAILJNG PER SCHED. TRUSS BLOCKING ®48°O.C, — � SHEARWALL NNLING PER SCHED. e W � 5 NOTE -SEE DETAIL 4/S17 FOR PARAPET ATTACHMENT ROOF SECTION AT STAIRWELL OOR SFj�ATHING E.N. tOd AT 4 O.C. U.N.O. SILL PLATE NAILING 16d AT 6' O.C. U.N.O. WALL �N"UNG BLOCKING TJI AT ELEVATOR S17 SCALE 3/4" = 1'-0° FLOOR 1/2" DIA HEADED STUD®16' 0 CONT.2X12 NAILER- ffi TJI TRUSS HANGER FLOOR TRUSS PER MFGR. SHEATHING XT. WALF/STAIRWELF � ROOF SECTION AT EXT. WALL � ROOF SECTION AT EXT. WAFL � � � R SI{EAIHING E.N. -SILL PLATE NAILING FAR WALL NAILING 2X6 FLOOR JOIST �HUTF26 2X TO BLKG, NP. SHEAR WALL NAILING TJI BLOCKING FLOOR JOIST AT ELEVATOR STRAP AT FRAMING S17 SCALE 3/4" = 1'-0° S17 SCALE 3/4" = 1'-0" SILL PLATE NAILING PER SCHED. TALL NAILING PER SCHED. SHEATHING PER PLAN `-fLDOR JOIST PER PLAN UTF28 HANGER AT PLATE TRUSS P R PLA �W12X79 TJI ffi HANG FLOOR WAIL FRAMING AT W BM TRUSS BLOCKING — �-FLOOR SFj�ATHING E.N. SILL PLATE NAILING 16d AT 6' O.C. U.N.O. WALL NAILING WALL NAILING 10 TJI AT ELEVATOR S17 SCALE 3/4" = 1'-0" TJI END STUDS IN LOCATIONS R PLANS 7ENER5 KING R PLANS TENERS FLOOR fR TJI TRUSS f FLOOR TRUSS PER TRUSS PER TJI fTi AT INTERIOR WAIL 1 1� �fi�NfR SILL PLATE NAILING PER SCHED. VALL NANNG PER SCHED. SHEATHING PER PLAN PER PLAN AT PLATE PER PLAN ROOF: 10d AT 6' 2X8 ROOF JOIST JTF28 2X TO BLKG, TYP. 1R WALL SHEAR WALL NAILING NAILING /� I BLOCKING SHEAR WALL / 12 CORRIDOR FRAMING SECT. TJI APPIL 29, 2919 IESIGNED BY Snc�nmv Canmitln`Group, pLLt 36D79b9006 DB NO. 17-091 CAD FlLE: 17-087 � PLOT DATE