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Permit File BLD-2018-0500 Revised plans 1016 27th Street
QUANTUM CONSTRUCTION, INC. Commercial/industrial/Custom Residential 12761 Quantum Lane �� G, COMMUNITY, &ECONOI\ r�: ((�� (� N7 j , r� Anacortes,WA 98221 i 15 �1 11� _ MITTAL/ PLAN REVISION /A'- �::�"'�� ' `-- ���� (360)293-0656 a3 Mailing Address:P.O. Box Sr,� Fax(360)293-4736 c E = 0 601� Office Location: 904 6th StrE (360)391 23G9 Phone: (360) 299-1984, Om. � chrise@quantumci.com BUILT `1 www.quantumci.com CITY OF ANACORTES . GREEN° ;;$Green= Chris Erickson Lic.QUANTC1166 OF � o r T .a " riziT1—htJ[o riOBI :a)i�Ta o oof-6ii B o aC'+,to r�%o olii`�to e 1ii-b��i --- .. ,. ..__, _...re..-- :. ... Permit/Project#: IL b - 20 / g - 0 f C d Date: 3 - 0 --I q' Project Name: Al iQ,(oAeg fA 4tt Cen ( f e"5 Project Address: 101 Co Z 3''' -1-. Project Contact: LkriS E(`C.G$art) Company Name: axi,44v01. (Oa SitYte?CA) Contact Phone: 3(o o- 3 Cte - Z 30c( Contact Email: Chr;S €. Q tvk-t.ei-.cam. Has the permit been issued yet? _.Yes 0 No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer(if applicable). Has this been done? pes ❑ No What department(s) is this resubmittal/revision/additional information to go to? 0 Planning Dept. 'Building Dept. 0 Fire Dept. Stormwater LPublic Works Dept. Is the plan revision or additional information, in response to a plan review letter? A i B REV ^"1 ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. t w Al-No,the revision or additional information is initiated by the applicant, landowner, designer,or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: • CV\Gtrt P S ale ,( el„e J' r s'Azi Ft-. d f i, 5 CO4 fl crd gK9 Are you submitting a full replacement? &Yes ❑ No If not what page# is being replaced? Two full sized copies of all revised/additional information is required.Has this been done? .:Yes El No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes ] No Check the box next to the type of plan,report, or calculation where revisions or additional information can be found. ❑ Site Plan ❑ Building Plans Structural Plan ❑ Landscape Plan 0 Parking Plan 0 Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist ❑ Wetland Report ❑ Geotechnical Report ❑ Storm Drainage Analysis 0 TESC Plan ❑ Civil Plan ❑ Lot Coverage Calculations ❑ Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) O Mechanical Plan 0 Plumbing Plan 0 Other: 1/tn W 0 � 4 C IS o «i� a. iel v1 Y C Ifs � � � (ti� S RI 1z GENERAL NOTES: SANITARY SEWER NOTES III 1.WORK HOURS: A. ALL PVC SEWER PIPE AND FITTINGS SHALL CONFORM TO AND MEET NE REQUIREMENTS OF THE LATEST Fr` r j - I N RATIO MZ • ENSIO 35. I THE CITY OF ANACORTES ORDINANCE ALLOWS WORK FROM 7:00 AM TO 10:00 PM. SEVEN STORM DRAINAGE NOTES ASTM SPECIFICATIONS D3034. ALSO, - 0 DAYS A WEEK (COA ORD. #2316). SOMEONE IN CHARGE SHALL BE ON-SITE AT ALL TIMES - PIPE AND FITTINGS SHALL MEET STANDARD DI cis _ VD WHEN WORK IS IN PROGRESS. IF WORK IS DONE ON WEEKENDS, PLEASE INFORM THE A. ALL WORK SHALL CONFORM TO THE CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND - ALL SANITARY SEWER PIPES SHALL BEAR THE MARK OF NE NATIONAL SANITATION FOUNDATION. HOSPITAL PROJECT MANAGER SO THE CITY OF ANACORTES CAN HAVE AN INSPECTOR ON-SITE. MUNICIPAL CONSTRUCTION, CITY OF ANACORTES DRAINAGE CODES AND ORDINANCES AND - ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY SEWER CONDUIT. I( TYII ; 35G, I 9W 9m W CONTRACTOR WILL BE BILLED FOR CITY OF ANACORTES OVERTIME. THE CITY OF ANACORTES ENGINEERING AND DEVELOPMENT STANDARDS. - PIPE SHALL HAVE FLDOBLE JOINTS. __r : Z P4 rw� � I I 2.CALL48-HOURS BEFORETHEFOLLgWING B. ALL POLY-VINYL CHLORIDE PIPE (PVC) AND FITTINGS SHALL CONFORM TO AND MEET THE -." I -1 REQUIREMENTS OF THE LATEST ASTM SPECIFICATION D3034. PIPE AND FITTINGS SHALL B. ALL FITTINGS AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED BY THE PIPE SUPPLIER OR BE 2501 i nisI _ - � �' MEET STANDARD DIMENSION RATIO 35. PROVISIONS MUST BE MADE FOR CONTRACTION AN APPROVED EQUIVALENT AND HAVE BELL AND/OR SPIGOT CONFIGURATION IDENTICAL TO THAT OF THE PIPE. meS ssvco FOR INSPECTION CONTACT 360.299.1951. AND EXPANSION AT EACH JOINT WITH A RUBBER RING, SECURELY PLACED TO PREVENT MANHOLE COUPLINGS CORRESPONDING TO THE SIZE OF THE SEWER PIPE SHALL BE USED. II 00 A. PRIOR TO WORK START UP. DISPLACEMENT. - m B. PRIOR TO ANYO UTILITY COIN-PACE IN THE RIGHT-OF-WAY.ES. C. ALL CONCRETE STORM PIPE SHALL BE RUBBER GASKETED, REINFORCED CONCRETE CULVERT PIPE C. 8-INCH PVC SANITARY SEWER PIPE SHALL BE USED FOR SIDE SEWERS. SIDE SEWERS WILL BE I _ 9_10 -- r, V) aj D. PRIOR TO POURING CAST-IN-PLACE ROCKCO ON ROADWAYE STRUCTURES. CONFORMING TO SECTION 9-05.3(2) OF THE SAID APWA STANDARD SPECIFICATIONS. CONSTRUCTED AT A MINIMUM OF SLOPE OF 2% AT THE LOCATIONS SHOWN ON THE PLANS AND HAVE A - _ 26TH ST. - q 'c1 ,,� D. PRIOR TO PLACING ANY CRUSHED ON SUBGRADE E. PRIOR TO PLACING CURB, GUTTERS AND SIDEWALKS. D. ALL CORRUGATED POLYETHYLENE PIPES (CPEP) SHALL BE SMOOTH INTERIOR AND 6-INCH TEST Wit AT THE EXTREMITY, PLUGGED AND BLOCKED FOR ItSIING AND FUTURE USE. SIDE SEWERS 12Q' 1 r a.:F. PRIOR TO ASPHALT PAVING. MANUFACTURED FROM HIGH-DENSITY POLYETHYLENE RESIN, WHICH SHALL MEET OR EXCEED WYE SHALL BE FACTORY MADE WITH MATCHED ENDS FOR RUBBER GASKETED FITTINGS, NOT CUT IN TEES SHALL l "" ma my iou W O THE REQUIREMENTS OF TYPE III, CATEGORY 4 OR 5, GRADE P33 OR REQUIREMENTS OF BE PERMITTED. �, 901 ICJ ec i FITTINGS VD 3.MATERIALS AND WORKMANSHIP: AASHTO M249. ALL AND ACCESSORIES SHALL BE MANUFACTURED AND FURNISHED xaor A. ALL MATERIALS USED, MUST MEET WSDOT, APWA AND CITY OF ANACORTES SPECIFICATIONS BY THE PIPE SUPPLIER. A SIDE SEWER GRADE THAT IS LESS THAN 2% MAY BE APPROVED ONLY BY THE ENGINEER AND THE CITY OF �ai2 zoo - p��+ .-i ANACORTES UPON WRITTEN REQUEST. B. ALL WORK AND MATERIALS THAT DO NOT MEET THE ABOVE SPECIFICATIONS, MUST BE E. SEWERAEL AND12-INC CULVERTS S6SHALL CDOMPLY WITH CORRUGATED REQUIREMENTSPOLYETSLENE PIPE (CPE) FOR STORM - REMOVED AS DIRECTED BY THE PROJECT INSPECTOR. AND SHALL COMPLY WITH NE OF BE SOI -liG SECTION SITE �ea 111 :915 , u,e Q x9-05.19 CORRUGATED POLYETHYLENE CULVERT PIPE. JOINTS SHALL BE SOIL-TIGHT. ALL 3-INCH D. THE END OF EACH SANITARY SEWER STUB SHALL BE MARKED WITH A PRESSURE TREATED 2X4. IT SHALL BE � �I Cs]C. SUBGRADE COMPACTION TESTS: WILL BE DONE BEFORE AN C.S.B.C. IS PUT IN PLACE, THRU 1O-INCH DIAMETER CORRUGATED POLYETHYLENE PIPE (CPE) SHALL COMPLY WITH ALL PLACED AT THE FLOW UNE OF THE STUB AND EXTEND 4-FEET ABOVE 1� ¢ era ai9 cn a 41THE REQUIREMENTS OF AASHTO M252 AND BE MANUFACTURED WITH A SMOOTH INTREGRAL ptALL TRENCHES WILL BE TESTED FOR COMPACTION. THE MATERAL TESTING LAB NEEDS FINISHED GRADE, THERE SHALL BE A PERMANENT MARK lABE1.ED 'SEWER' WITH A DEPTH TO THE FLOW UNE ����� Q24-HOUR NOTICE. USE THE TESTING PROTOCAL PROVIDED BY THE CITY. ITEMS TO BE LINING THAT COMPUES WITH ALL MATERIAL AND STIFFNESS REQUIREMENTS OF PASHTO SHOWN ON THE 2X4. 27TH ST. (t RACOMPACTION TESTED WILL INCLUDE THE PIPE BEDDING SECTION 7-08.3(1)C) BACKFILL M294. JOINTS SHALL BE SOIL TIGHT AS DEFINED IN SECTION 9-05.19. . (j W � cSECTION 7-08.3 3) AND SUB-GRADE FOR SURFACING ((SECTION 2-06.3(2) AND ASPHALT Irw ('��(SECTION 5-04.3(10)B). F. ALL FITTINGS SHALL BE OF LIKE MATERIAL AS THE PIPE FURNISHED BY THE PIPE SUPPLIER. E. RUBBER GASKET SHALL BE INSTALLED PROPERLY TO AVOID WATER INFILTRATION IN THE MANHOLE. °n5 1U W L9n sm °may `�" '-' wD. INSPECTIONS: ALL ASPECTS OF THIS PROJECT 1VILL BE INSPECTED INCLUDING PIPING, G. ALL PIPES SHALL BE SUITABLE FOR USE AS A GRAVITY DRAIN CONDOR. F. WHEN CONNECTING THE PIPE TO MANHOLES, USE A-LOK FLEXIBLE CONNECTOR, KOR-N- SEAL BY NP, INC., am ncz ` �' I �1 44 CD BACKFILL, SUB-GRADE, CONCRETE AND ASPHALT, AS WELL AS FORMS, CURB, GUTTER AND H. THE END OF THE ROOF AND FOOTING DRAIN STUB OUTS SHALL BE MARKED "STORM DRAIN" ON OR APPROVED EQUIVALENT. THE PIPE TO MANHOLE CONNECTIONS REQUIRE FLEXIBLE CONNECTORS, SEE . _ _.r- _� ams O z 0.2 -CSIDEWALK. IF A PORTION GETS BACKFILLED BEFORE INSPECTION, THE CONTRACTOR WILL ' ' U Q C"� Z A PVC PIPE. WSDOT/APWA SPECIFICATIONS SECTION 7-05.3. �J DIG UP THAT PORTION FOR INSPECTION. 24-HOUR NOTICE REQUIRED. KNOW THE SCHEDULE �" j - A d. aAND LET THE CITY KNOW. I. THE MARKER SHALL EXTEND A MINIMUM OF 36-INCHES ABOVE THE GROUND. THE PORTION G. PICK HOLES SHALL BE GROUTED FROM THE INSIDE Af1D OUTSIDE AND TO BE INSPECTED PRIOR TD BACKFlLLnnQ'E. TESTING PROTOCAL: PRIOR TO CONSTRUCTION, A PROCTOR AND SIEVE ANALYSIS SHALL ABOVE THE GROUND SHALL BE LABELED "STORM SEWER" WITH BLACK LETTERS. IT SHALL ALSO °11 mrsBE SUBMITTED, REVIEWED AND APPROVED BY THE CT(Y OF ANACORTES ON ALL MATERIAL IDENTIFY THE INVERT OF THE STUB. OF THE MANHOLE BY THE CITY INSPECTOR. "" "" "mm' "s Ism xe -.)02 USED IN THE RIGHT-OF-WAY. SEE THE CITY OF ANACORTES TESTING SCHEDULE. J. CLEAN-OUTS SHALL HAVE CAST IRON CASES. H. MANHOLE FRAME AND LIDS SHALL BE SLOPED TO CONFORM TO THE STREET GRADES. I 28TH ST. F. ALL COMPACTION TEST SHALL BE APPROVED BY THE CITY OF ANACORTES ENGINEER AND 101 K. DRIVEWAY CULVERTS LOCATED WITHIN THE RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH ors MU AND • PROJECT MANAGER PRIOR TO PLACING OF CRUSHED SURFACING, ASPHALT, CURB, GUTTER TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF I. TOPS OF MANHOLES WITHIN THE PUBUC RIGHT-OF-WAYS SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AND SIDEWALK (INCLUDING TRENCH RESTORATION WHEN TEST MAY BE REQUIRED IN EACH LIFT). THE DITCH. JUST PRIOR TO PAVING. ji: zso, - um G. CITY OF ANACORTES MAY REQUIRE ADOfT10NAL TESTS ON SUBGRADE, WENCHES, CONCRETE, L. FOOTING DRAINS, ROOF DOWN SPOUT AND CURTAIN DRAINS ARE TO BE CONNECTED TO THE J. ALL MANHOLES AND CLEAN-OUTS IN UNPAVED AREAS SHALL INCLUDE A CONCRETE SEAL AROUND THE • -.^ OR ASPHALT. THE COST OF TESTING SHALL BE PAID FOR AS INDICATED IN THE CONTRACT STORM DRAINAGE OR SWALES AS SHOWN ON THE CONSTRUCTION PLANS. AJDUSTMENT RINGS PER THE CURRENT EDS STANDARD DETAIL ST-02, "STRUCTURE ADJUSTMENT AND PERIMLItR I -^- ;.-4DOCUMENTS. M. MINIMUM SLOPE ON ROOF AND FOUNDATION DRAIN STUBS SHALL BE 0.5% AND HAVE A SEAL'. \6,/ 4.TRAFFIC CONTROL AND PUBLIC SAFETY: MINIMUM OF 1-FOOT OF COVER. ROOF DRAINS AND FOUNDATION DRAINPIPES SHALL BE +� CONSTRUCTED •OF PVC ASTM D3034 SDR 35, AND ASTM F679. K. ALL MANHOLES SHALL BE PROTECTED FROM INTRUSION OF ROCKS, GRAVEL, WATER AND OTHER DEBRIS A. FLAGGING: ALL A FLAGGING COURSE SE OR AN GGERS MUST OFF DUTY POLICE OFFICER IS IS REQUIRED.MUST THE JOB WILL BE N. DRAINAGE OUTLETS (STUB OUTS) SHALL BE PROVIDED FOR EACH INDMDUAL LOT. STUB-OUTS DURING CONSTRUCTION. SHUT DOWN IF ANY UNCERTIFIED PEOPLE ARE FLAGGING. A STOP WORK ORDER WILL BE SHALL CONFORM TO THE FOLLOWING: GIVEN AND WORK WILL NOT PROCEED UNTIL A CERTIFIED PERSON IS FLAGGING. L THE CONTRACTOR SHALL INSTALL, AT ALL CONNECTIONS TO EXISTING DOWN STREAM MANHOLES, SCREENS OR VICINITY P LAN - EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO PLUGS TO PREVENT FOREIGN MATERIAL FROM ENTERING EXISTING SANITARY SEWERSYSTEM. SCREEN OR PLUGS .►� A B. SIGNAGE:ALL SIGNAGE MUST BE PER THE MANUAL UNIFORM TRAFFIC DEVICES. BEFORE AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS, FOOTING DRAINS, DRIVEWAYS, YARD SHALL REMAIN IN PLACE THROUGHOUT THE DURATION OF CONSTRUCTION AND SHALL BE REMOVED ALONG WITH rr > THE JOB IS TO BEGIN, PROPER SIGNAGE WILL BE IN PLACE WITH FLAGGERS IN PLACE IF DRAINS. AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE COLLECTED DEBRIS AT THE TIME OF FINAL INSPECTION AND IN THE PRESENCE OF A DESIGNATED SCALE: 1 - 160 co NEEDED. EXTRA SIGNAGE MAY BE NEEDED. BE READY TO RENT SIGNS IF NEEDED. JR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, REPRESENTATIVE OF THE CITY OF ANACORTES. CALL 360.299.1951 TO SCHEDULE AN INSPECTION. ALLOW Cs/ C. TRAFFICCONTROLPLAN: NEEDS TO BE SUBMITTED AND APPROVED BY THE PUBLIC WORKS 24-HOURS NOTICE. D-,71d C I APPROVED oUTFALL LOCATION. �� � „�.� � DIRECTOR PRIOR TO CONSTRUCTION START. TRAFFIC CONTROL PLAN SHALL INCLUDE THE ca �+ 0 LOCATION OF SIGNAGE, FLAGGERS, WORK ZONE, SAFE ZONE, AND TRAFFIC FLOW AND NEEDED - OUTLETS ON EACH LOT SHALL BE LOCATED WITH A SECTION OF PVC PIPE MARKED M. THE FLOW CHANNEL INSIDE EACH MANHOLE SHALL BE FORMED OF CAST-IN--PLACE PORTLAND CEMENT " C A t� DIMENSIONS. NO DETOURS ALLOWED WITH APPROVAL FROM THE PUBUC WORKS DIRECTOR. "STORM" ON THE END OF THE PIPE AND SHALL EXTEND 36-INCHES ABOVE THE GROUND. CONCRETE. CRNNEL SHALL HAVE A SEMI-CIRCULAR CROSS-SECTION AND SMOOTH, UNIFORM SLOPE FROM E �-1 G� N D. FOR STREET CLOSURE: CALL 911 OR FOR CELL PHONES, CALL 360.336.3131. - DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO INLET AND OUTLET. WHERE THREE OR MORE PIPES ARE CONNECTED TO ONE MANHOLE, THE FLOW CHANNEL CONVEY FLOWS THROUGH INDIVIDUAL LOTS. SHALL BE FORIIED TO SMOOTHLY DIRECT FLOW FROM INLETS TO OUTLETS. 1. Dust control ^ ai � c E y E. CONSTRUCTION SAFETY:IS THE RESPONSIBUTY OF THE CONTRACTOR. U - THE ENGINEER/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB OUT CONVEYANCE LINES WITH RESPECT TO UTILITIES (E.G., POWER, GAS N. STEPS CONSISTING OF (1) INCH DIAMETER HOT BENT AND GALVANIZED DEFORMED BARS SHALL BE0 5.ROADWAY EMBANKMENT AND SUBGRADE CONSTRUCTION: TELEPHONE, CABLE, ETC.) INSTALLED AT ONE (1) FOOT CENTERS. EACH MANHOLE SHALL HAVE A MINIMUM OF EIGHT (8) INCHES OF -T-= % c C A. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO - ALL INDMDUAL STUB OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT ADJUSTMENT BRICK OR CONCRETE ADJUSTMENT RINGS BETWEEN THE TOP OF THE CONE AND THE BASE OF p RECYCLED MATERIAL ALLOWED. OWNER. THE MANHOLE FRAME. � cg -¢ ("9B. EMBANKMENT AND SUBGRADE MUST BE COMPACTED TO 95% OF MAXIMUM DENSITY. 0. CATCH BASINS AT THE CURB LINE SHALL BE RECESSED 0.1 FEET. C. PROPER MOISTURE MUST BE MAINTAINED THROUGHOUT PLACING AND COMPACTING. 0. ALL TESTING AND CONNECTIONS TO THE EXISTING MAINS SHALL BE DONE IN THE PRESENCE OF A +� D. COMPACTION TESTING TO BE PERFORMED BY AN INDEPENDENT LAB. USE A "MODIFIED P. ALL STORM DRAINAGE STRUCTURES. SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED DESIGNATED REPRESENTATIVE OF THE CITY OF ANACORTES. CALL 360.299.1955 TO SCHEDULE AN INSPECTION. tv PROCTOR". WITHIN A TRAVELED, PAVED ROADWAY OR CONCRETE SIDEWALK, SHALL HAVE LOCKING LIDS. ALLOW 24-HOURS NOTICE. ;..1 CQ pi ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT DETENTION FACILITY SHALL HAVE SCHEDULE OF DRAWINGS o o 6.TRENCHES IN DEVELOPED RIGHT-OF-WAY: LOCKING LIDS. ALL DRAINAGE STRUCTURES LOCATED WITH A BIKE OR WALKING PATH SHALL P. A LOW-PRESSURE AIR TEST AT 5 PSI FOR 15 MINUTES FOR SEWER MAINS IS REQUIRED. PRE- TESTING IS r-'T SEE CITY OF ANACORTES STANDARD CONSTRUCTION DETAILS AND SECTION 7 OF THE HAVE LOCKING LIDS. REQUIRED. RESCHEDULING A FAILED TEST MAY RESULT IN SEVERAL DAYS DELAY DUE TO CONFLICTS WITH OTHER CU ) CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. Q. ALL CATCH BASIN GRATES SHALL INCLUDE THE STAMPING "OUTFACE TO STREAM, DUMP NO PROJECTS. CALL 360.299.1951 TO SCHEDULE AN INSPECTION. ALLOW 24-HOURS NOTICE. A RE-INSPECTION Cl Cover Sheet, Vicinity Plan A. PIPE ZONE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY. POLLUTANTS". WILL APPLY. & ��'1 Ct CO B. WENCH ZONE SHALL BE COMPACTED TO 95% FO MAXIMUM DENSITY IN 12-INCH LIFTS. Construction Notes 1-1 C. CRUSHED SURFACING SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY. NO RECYCLED R. CATCH BASINS SHALL CONFORM TO TYPE 1, TYPE 11, OR THE INLET TYPE AS DEFINED IN SAID 0. UPON INSPECTION APPROVAL BY THE CITY OF ANACOKItS PUBLIC WORKS INSPECTOR MD THE VIDEO r.°.-1 O MATERIAL ALLOWED. APWA STANDARD SPECIFICATIONS AND STANDARD PLANS WITH FLAT TOP FRAME AND GRATE. INSPECTION REQUEST FORM IS COMPLETED BY THE CONTRACTOR, THE CITY OF ANACORTES MAINTENANCE C2 Erosion Control Plan & Q+ 1-4 7.DRAINAGE SYSTEM CONSTRUCTION: S. CATCH BASINS MUST BE SET TO UNE GRADE USING NO MORE THAN TWO (2) ADJUSTMENT CAMERA CREW WILL PERFORM A VIDEO INSPECTION OF THE SANITARY SEWER MAINS TO DETERMINE RINGS. CLEANUNESS, ALIGNMENT AND PROPER BEDDING AFTER LINES HAVE BEEN FLUSHED. CALL THE PUBLIC WORKS Site Development Plan & Details A. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTUNG BASIN SHALL BE INSPECTOR AT 360.299.1955 TO SCHEDULE APPOINTMENT. 48-HOURS NOTICE REQUIRED. (SECTION P MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE T. THE CAST IRON FRAME MAY BE PLACED FLANGE DOWN ON THE ADJUSTMENT BLOCKS IN UEU OF 7-17.3(2)H). A REINSPECTION FEE WILL APPLY PRIOR TO RE-INSPECTION VIDEO OF THE SANITARY SEWER UNE. STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, THE PRECAST COLLAR. THE INSTALLATION OF CATCH BASINS SHALL INCLUDE FINAL ADJUSTMENT AS TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST MAY BE REQUIRED TO FINISH GRADE. INSTALLATION WITH THE PAVED ROADWAY SHALL BE A PRE-INSPECTION CHECKLIST IS AVAILABLE PRIOR TO A VIDEO REQUEST. THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. PER THE CITY OF ANACORTES TYPE I CATCH BASIN WITH 18-INCH BARRIER CURB DETAIL B. OVERFLOWS, SPILLWAYS, GRAVEL FILTER WINDOWS, MUST BE CONSTRUCTED PER PLANS AND UNLESS SPECIFIED AS A THRU-CURB INLET. SPECIFICATIONS. NO DEVIATIONS. AS-BUILT FOR VERIFICATION REQUIRED. U. CAST IRON FRAME FOR TYPE I CATCH BASIN SHALL ACCOMMODATE A 20-INCH X 24-INCH 1.CITY OF ANACORTES: v C. QUARRY ROCK MUST BE SOUND 'HARD" DURABLE ROCK. NO RECYCLED MATERIAL. GRATE. A. STEVEN LANGE: PROJECT MANAGER B. JUSTIN: PUBLIC WORKS INSPECTOR 4-; D. GRASS UNED SWALES SHALL BE CONSTRUCTED PER THE DETAILS PROVIDED. NO DEVIATION OFFICE: 360.299.1983 OFFICE: 360.299.1972 O ALLOWE. CATCHED. ALL SWALES MUST BAS BASINS MUST BE SET TE TO UNERGRADEL BEFOSINGRE NO MOREATHAN TWO (2) ADJUSTMENT CE. V. CITY OFPRESSURE AIR ANACOTES MAINTENANCE T AT 5 PSI CAMFOR ERA CREWMINUTES W VIDEO SANITARY MAINS SEWER AND REQUIRED. NE FAXL360.293.19388 FAX: 360.293.19387 BRICKS. STORM SEWER MAINS. CALL 360.293.1921 TO SCHEDULE APPOINTMENT. 48-HOUR EMAIL: STEVEL®CITYOFANACORTES.ORG EMAIL: JIMBOCITYOFANACORTES.ORG CONSTRUCTION SEQUENCE r1 F. MINIMUM 1-FOOT SEPARATION BETWEEN PIPES IN TYPE II CATCH BASINS. NOTICE REQUIRED. (SECTION 7-17.3(2)H). C. ERIC SHJARBACK: ASSISTANT CITY ENGINEER e.RESTORpT1oNOFRIGHT-0E-WAY: W. THE CONTRACTOR SHALL BE REQUIRED TO PLACE MEFALUC TAPE OVER ALL NON-METALLIC OFFICE: 360.293.1920 1. INSTALL TEMPORARY EROSION CONTROL MEASURES. PIPES. THE METAWC TAPE SHALL BE A MINIMUM OF 2-INCHES IN WIDTH AND PLACED FAX: 360.293.1938 "i-D ct A. CONTRACTOR MUST LEAVE THE RIGHT-OF-WAY, EQUAL TO EXISTING OR BETTER CONDMON. CONTINUOUSLY THE LENGTH OF THE STORM DRAIN WENCH. 0 B. PLACE COMPACTED TOPSOIL (SECTION 9-14.1(1), (2) AND (3)) AND SEED ALL AREAS THE PROJECT MANAGER IS THE KEY PERSON OF CONTACT FOR THE CfTY OF ANACORTES 2. COMPLETE OFFSITE STORM WATER IMPROVEMENTS. , I- � EXCAVATION. X. ALL TRENCHES FOR STORM DRAINS SHALL BE IN ACCORDANCE WITH THE SECTION 7 OF THE REGARDING TECHNICAL AND ENGINEERING MATTERS. � f p-I DISTURBED BY (SECTION 9-14.2) CURRENT WSDOT SPECIFICATIONS FOR ROAD, BRIDGES AND MUNICIPAL CONSTRUCTION, THE PUBUC WORKS INSPECTOR IS THE KEY PERSON OF CONTACT FOR THE CITY OF ANACORTESFes{ C. ALL DRAINAGE SYSTEMS MUST BE FULLY CLEANED, RESTORED AND OPERATIONAL BEFORE FINAL FOR QUALITY ASSURANCE, SAFETY, FIELD COORDINATION AND INSPECTIONS. .I U ACCEPTANCE. (SECTION 7-07.3) Y. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE ANY OTHER CITY PERSONEL SHOWING IMPLIED AIITHORIT ON-SITE SHOULD BE DIRECTED TO THE Y MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDEC/D B.FINAL INSPECTION AND ACCEPTANCE: ADEQUATE STORAGE CAPACITY. IF THE FACILITY IS TO FUNCTION AS AN INFILTRATION SYSTEM, PROJECT MANAGER. IF THE PROJECT MANAGER IS UNAVAILABLE, THE LINE OF COMMUNICATION SEE SECTION 1-05.11 AND SECTION 1-08.5 THE TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST SHOULD BE FOLLOWED. PROJECT DATUM THREE (3) FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. pODITIONA4CDNTACTINFORMAPQN: • pillpillA. WHEN NE CONTRACTOR HAS COMPLETED ALL OF THE WORK ON THE APPROVED PLANS, THE 2, B. CITY OF ANACORTES WATER DEPARTMENT NAVD88 AT TOP OF NE CONTRACTOR WILL: TERRY NEMETH: FOREMAN PW 18- 140 - DEV co A CITY OF ANACORTES STREET DEPARTMENT - COMPLETE NE "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM". BILL LARSEN: FOREMAN OFFICE: 360.293.1921 CORNER OF POWER VAULT I ' - GIVE THE COMPLETED "FINAL INSPECTION GUIDELINES FOR CONTRACTORS INSPECTION FORM" OFFICE: 360.293.1921 COMCAST CABLE This plan sheet is accepted for construction in accordance rah the CONTRACTOR Bill Inamo, Construction Maintenance TO THE PUBLIC WORKS INSPECTOR AND REQUEST A SITE INSPECTION. ALL SITE INSPECTIONS OWNER REPRESENTATIVE(PROJECT MANAGEf1i C. COMCAST CABLE N SOUTHWEST C 0 R N E R 0 F My of Anaeories ordinances and policies. Actual conformance of the ARE ON WEDNESDAY BETWEEN 9 AM TO 12 PM. COMPANY NAME Quantum Construction CASEY JONES: NEW CONSTRUCTION CELL: 360-815-6354 design with applicable laws is the sole responsibility of the OWNER NAME Dustin Johnson CELL• 425.508.7335 FAC: 360-527-8302 PROJECT professional engineer, whose name and stamp appear on the sheet B. THE PROJECT MANAGER, ENGINEER OF RECORD, INSPECTOR, CONTRACTOR AND' OTHER CITY CONTACT NAME Chris Erickson OFFICE 360-293-2993 Ext. 102 EMAIL bilUnamoOcable.comcast.com OF ANACORTES DEPARTMENTS WILL WALK THE SITE AND CREATE A PUNCH LIST. THE CONTRACTOR OFFICE 360-293-0656 CELL 206-599-9823 FAX: 360.527.8302 Acquiring, complying with, and providing mitigation for all Federal, WILL COMPLEIL THE PUNCH LIST AND CHECK OFF EACH ITEM, THEN RETURN IT TO THE INSPECTOR CELL 360-391-2309 EWUL• dustinOonacortesfomly.org EMAIL CASEY_JONESOCABLE.COMCAST.COM CASCADE NATURAL. GAS V ' State, County, and Local Lows, permits, and mandates, including but SHEET NO. ELEV .=70.57 not limited to the Endangered Species Federal Wetland Permit, FOR REINSPECTION. THE INSPECTOR WILL VERIFY THAT ITEMS ON THE WALK THROUGH ARE COMPLETED. EIWL ChriseOquantumd.com D. CASCADE NATURAL GAS Jim Hobbs HERB Ted McCammant OFFICE: 360-336-3911 �• �y �' - State Deportment of Fisheries Hydraulics Permit, Federal Flood Plain ry C. THE CITY WILL NOT MAKE THE FINAL INSPECTION UNTIL THE PHYSICAL WORK REQUIRED BY THE ENGINEERING FIRM: EROSION CONTROL SUPERVISOR OFFICE: 360.336.3842, CELL 360-941 0499 �'\�,or As''d. Permits National Pollutant Discharge Elimination System Permits is IL1 CONTRACT AND APPROVED PLANS, INCLUDING FINAL CLEAN-UP AND ALL WORK ORDERED BY THE Cell: 360-708-4689 FAX: 360-336-2564 - �Y o the responsibility of the Developer, Landowner, and their Engineer. PROJECT MANAGER, HAS BEEN COMPLETED. (SECTION 1-05.1 1 COMPANY NAME Herrigstad Engineering PS �J " .` Zg The issuance of this ennit shall not be construed as f of ) NAME GrogLatta FAX: 360.336.2564 EMAIL amen-hobbsOcn c.com 1 PI REV., - OWNER NAME Dole Hemgstad PE 9 :�, • i :::!:)eZ2_k_01__f;:4 with applicable laws and permit requirements. D. FINAL APPROVAL OF THE PROJECT WILL NOT BE GRANTED UNTIL "AS-BUILTS" OR "DRAWING OFFICE: 360-299-8804 OFFICE: 360-293-0656 EMAIL ted.mccammantOcngc.com ,r OF RECORD' (BOTH DIGITAL AND HARD COPY) HAVE BEEN RECEIVED AND APPROVED BY THE CELL• 360-770-2585 CELL 360-770-0684 PUGET SOUND ENERGY Frontrier -, iJOB NO: 2017-117 PROJECT MANAGER. EMAIL greglOquantumci.com E. PSE/INTOUGHT Jane Major-Municipal Construction Bret Murdock .o 27807 4 �j- 1AC•tuEMAIL doteOherrigstad.com Lane Mahler, Project Manager Planner OFFICE 360-707-0641 DATE: Nov. 2018 E. THE CONTRACTOR MUST FURNISH ALL DOCUMENTATION REQUIRED BY LAW, TO ALLOW THE CITY OFFICE: 425-462-3624 OFFICE: 360-766-5571 CELL 425-417-7085 eSSONAL E$$ CITY ENGINEER DATE OF ANACORTES TO PROCESS FINAL ACCEPTANCE OF THE CONTRACT. CELL 425-429-1356 CELL: 360-791-2748 FAX: 360-757-4338 The acceptance will expire one year from the date SCALE: Noted FAX: 425.462.3149 EMAIL Jane.majorOpse.com EMAIL bret.t.murdockOftr.com noted above. DRAWN: D. HERRIGSTAD 10.MISCELLANEOUS: EMAIL: Iane.mahlerOPSE.COM A. AS-BUILTS/DRAWING OF RECORD: REFER TO 'GEN-13 - DRAWING OF RECORD". November 10, 2018 CHECK: D. HERRIGSTAD B. UTILITY LOCATE NUMBER: 1.800.424.5555. REQUIRED BEFORE STARTING ANY GROUND WORK. Rev. - , November 10, 2018 SHEET OF PROVIDE INLET ' EROSION CONTROL NOTES E I BMP PROTECTION q SITE PROTECTED WITH 6' CONSTRUCTION DOT STND PLAN A. A CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR (ESC) IS REQUIRED. TALL TEMP, CHAIN LINK ENTRANCE THE ESC SUPERVISOR MUST HAVE ATTENDED A CERTIFIED EROSION AND SEDIMENTATION NEW SSMH DOGHOUSE MH) 140.20-00 CONTROL CALSS WITHIN 3-YEARS FROM TODAY'S DATE. MUST PROVIDE CERTIFICATION EXISTING 6'' C CONC. SS, DEPTH UNKNOWN I CONSTRUCTION FENCING DOE BMP C105 CARD. REMOVE 6' CONC. PIPE TO SET MANHOLE. - 3— - - - EDGE OF ASPHALT B. THE CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR WILL OVERSEE AND 1 UTILIZE B=INCH PVC FOR CONNECTION TO .4 I BE RESPONSIBLE FOR ALL EROSION CONTROL. THE FACILITIES SHALL BE INSPECTED DAILY --j I MANHOLE AND REDUCERS FOR EXISTING 6' EX, STEEL BLDG �q 325Y. AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT CONC. PIPE. I N89'S8'19'E92,4416' ALLEY OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES EXTEND 8' PVC SS TO BUILDING W/ CLEAN ALLEY PAVEMENT / DURING THE WET SEASON (OCTOBER 1 TO APRIL 30). MONTHLY REVIEWS DURING THE SEE ADDITIONALUT AT GNQQOTESrTION 2SECASPNALTSHED 1 / IA DRY ROJECTSON (MAY 1 TO SEPTEMBER 30).R OR NSPECTOR qN A WEEITT BASISEN O AT THERDS A WEEKLYLL BE URNED ILEDNTO THEoEXIST. SSCq G 03V B2' CTSC ! x PROJECT MEETINGS, CO b' GRAVEBORROWADD IRON CASE AND ! C. EROSION CONTROL MEASURES SHALL BE IN PLACE PER THE APPROVED SET OF PLANS yLID _ J _J 10l PRIOR T❑ ANY CONSTRUCTION START, 68 8'\ b�1D" LOGE OFAST'HALT -1 / II _ D. THE EROSION CONTROL SHALL BE INSPECTED ONCE A DAY AND MODIFIED Tq MEET THE �- 11 SURROUNDING CONDITIONS AS NEEDED. -41 `�� 3,25'/. PROVIDE A 25D SFus.2% 3,255 SF 1% 67,30' SURFACE AREA TEMPORARYE, PROVIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE ESCcx76 ASPHALT 16' ALLEY y . 1j.16:a, 9,153 SF LET SUPERVISOR, THE LETTER SIZE SHALL BE A MINIMUM OF 2-INCH LETTERS. THIS SHALL BE �+ 1 _�_ - �, J SEDIMENT TRAP BHP C240 IN PLACE PRIOR TO CONSTRUCTION START, REMEMBER, THE LOOK OF THE SIGN WILL BE A � N89'S8'19'E 92,E CURB CUT i EXISTING HOUSES x OVERFLOW TO ASPHALT u REFLECTION OF THE CONTRACTOR, DEVELOPER AND DEVELOPMENT. AND SHED TO B �- STABILIZE SOILS WITH m '"� REMOVED SEEDING, SODDING OR rn 1 F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY (SECTION 7 '`I ,q al: o / m I GARBAGE N. _ ¢ 07.3>. ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE ACCEPTANCE OF THE CITY OF "y ENCLOSURE `` mx MULCH q w 4886 a; 1012 43 I ANACORTES PRIOR TO THE ACCEPTANCE OF THE PROJECT. '� W �., I_ r I 27TH S T. ¢ G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING a `6840' 1 �'� o >-- 4 ti OF CONSTRUCTION AND MAINTAINED DURING THE DURATION OF THE PROJECT. ADDITIONAL 52 LF 6' PVC $D PROVIDE SILT FENCE y r J I ¢ MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE Q �}70,40' ROOF AND-� 5=.0156 FT/FT o I HMP C233 OR WATTLES ¢ J x KEPT CLEAN. NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. �� J ° LOT AREA = FOOTING DRAINS CB TYPE1 I ox BMP C235 ON d ¢ w H. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET .-1 ° TO TEE INTO 6' m RIM=66,5' EXIST, y DOWNSLOPE OF I ¢ o SEASON OR SEVEN (7> DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITHcs5 3 3 a; c, I EXIST., XIST. PROPERTYa 9,153 SF PVC SD x Q I.E:64.5' m HOUSE 1 o tU APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC COVERING, ETC.) ce o BUILDING AREA - 1012 27TH ST, _ la I ce r w "• 10 2 0 HOUSE x f o I I. TWO (2) WEEKS PRIOR TO THE BEGINNING OF THE WET SEASON <OCTOBER 1), ALL DISTURBED r�� E x = 4,409 SF o FAMILY �, '�679 1018 4 ` w AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATION FOR ^ r GARBAGE DUMPSTER SOUTH I �J I THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE y 'O s x ACROSS 27TH STREET AT x BMP CI 4 _ BEGINNING OF THE WET SEASON, A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE rT, CI FLOOR CONCRETE NIPANDU /-LIGHT AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER. THE PROJECT W ELEVATION FIRE `� SHELTER o w 1 yFAMILY SHELTER _� _ /GCS POLE _ _ _ a N89'58'I9'E 42,44' AREA _ (EX. MANAGER CAN REQUIRE ADDITIONAL AREAS IN gRDER TO PROTECT SURFACE WATERS, ADJACENT c ZRISER 116 LF 6' PVC SD " c JI /� SIDEWALK PROPERTIES ❑R DRAINAGE FACILITIES, Q �,7Q'40ROOM VSL❑PE ,010 FT/FT x ¢ /w J. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A S300 TO 51,000 FINE CB TYPE1 I a o ! EX. SIDEWALK . ' UNDER CHAPTER 17,66 - PENALTIES FOR VIOLATION (AMC). EACH DAY IS CONSIDERED RIM=b85' I tti • A DIFFERENT VIOLATION. o PERIMETER 6' CHAIN LINK 57 0 W I.E.b5.64' w CONSTRUCTION FENCE K. REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SEE IS LANDSCAPED AND SOILS ARE J F o 11 x \ X '�PRQVIDE WATTLES I STABILIZED. I I L7040'1 -� - w I `�_ L X X` X X (BMP C235) ALONG f L AU. DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. •PROVIDE COVERED NEW ASPHALT • DATUM I i-LIGHT EDGE OF EX. ASPH L�,g,1Y/ PROVIDE INLET NE CORNER N89'58'19'E 92.44' 6� p POLE _ STORAGE FOR CONSTRUCTION EDGE BMP PROTECTION 18.2' M. THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM TO BE INPLACE POTENTIAL ENTRANCE 27TH STREET I40.20TODD PLAN DURING CONSTRUCTION. OF VAULT NEW 5' SIDEWALK N1 . 5' Si WALK EX. SIDEWALK RAMP _ POLLUTANTS _DOE BMP C105 _ _ - _ _ _ - � _._ ELEV.=70,57' ` - - 1:.EXIST. _� �70.40' �69.9® f 69,40' T` P.AI1P I 24 HOUR CONTACT SIGN I - • WITH NAME AND CELL PHONE 14.4' PROVIDE INLET e� REV B \ ~ 18 r 1 NUMBER SEE NOTE 'E' 67.691 BMP PROTECTION ; 4 1,479 SF ABOVE. T pG QF CURB DOT STND PLAN . it•• ASPHALT SW RAMP I40.20-00 B CB B aF"i END OF EXIST. r 170.29' -�/ f ` 4 CEIMERCIAL AVE A CURB EDGELOF EX. SPH Lt9.11'/ = EXIST, 18.2' �� & 27TH o co 69.82' PERPENDICULAR CURB _ 16 GARDEN I CURB/GUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS �>� y�,-, RAMP TYPE B S CT ON A-. - _ 1 _ 27TH STREET _ _ _ _ _ _ t_ _ _ STND PLAN F-40.15-03 NEW CROSSWALK ` �4 r. cd O) W/ DETECTABLE -STRIPPING f EXISTING SITE PLAN & EROSION CONTROL 1. CURB/GUTTER AND SIDEWALK CONSTRUCTION SHAD FOLLOW A TRUE AND UNIFORM .r d ARMING SURFAC 14,4' - • HORIZONTAL AND VERTICAL ALIGNMENT. AS SHOWNE ;...1 cg co EXIS . C 'B CUT g /b7,69'� — PROJECT DATUM LEGEND 2. THE VERTICAL AND HORIZONTAL SURFACE SHALL BE A SMOOTH BROOM FINISH WTM V EXIST. RAMP ':- SW RAMP NAVD88 AT TOP OF NE NO DETECTABLE FINISHING BLEMISHES, UNDULATIONS, RIPPLES, SWELLS, WAVES, RUTS, Gri Co c U) FACE OF CURB // FUCERr FURROWS, GR FFFITIS OOR RALLY EFINISHED RN OBJECTIONABLE EDCT P BLE MARKS. THE END RESULT SHALL BE A a Co)am Q n o CORNER OF POWER VAULT 1 ,_, STORII N F 1 RELOCATE WATER METER IN 6' WATER TAP AND VALVE N SOUTHWEST CORNER OF 3. THE EDGE FINISH ADJACENT TO THE EXPANSION JOINT MATERIAL SHALL BE CLEAN AND �^ g 1"- t-i a VArot FREE OF EXCESS SLURRY. THE EXPANSION JOINT MATERIAL SHALL BE TRIMMED TO A ["� CO C m SIDEWALK W/ DRIVE-OVER IN IRON CASE AND COVER PROJECTRAM = I LID 70 LF 6' DI FIRE SERVICE LINE TO p LEVEL EVEN WITH THE ADJACENT CONCRETE RESULTING IN A NEAT AND PROFESSIONALLY BLDG SEE FIRE SUPRESSION DESIGN FOR PIV AND FOG. I ELEV.=70.57 vrj- a ET M FINISHED APPEARANCE. °"v 4. THE CITY ENGINEER IN HIS SOLE DISCRETION RESERVES THE AUTHORIY TO ORDER THEco O REMOVAL OF SECTIONS OF CURB/GUTTER AND SIDEWALK THAT DO NOT MEET THE C O PROPOSED SITE PLAN I N P R U V E M E\T S0 WORKMANSHIP AND AESTHETIC STANDARDS OF THE CITY OF ANACORTES. `� 20 0 10 GRAPHIC SCALE 80 5. SECTIONS OF NEWLY CONSTRUCTED CURB/GUTTER AND SIDEWALK THAT EXHIBIT p� CRACKING FOLLOWING THE CURING, SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. - CRACKING RESULTING FROM SUB-BASE FAILURE OR CONSTRUCTION SITE DAMAGE SUPPLEMENTAL SANITARY SEWER NOTES: SHALL BE IMMEDIATELY REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT. �rl " ( Ili 1?EET ) - MINOR HAIR LINE STRESS CRACKS MAY, AT THE DISCRETION OF THE PROJECT ��t 1 inch = 20 ft. MANAGER, BE MONITORED AND RE-EVALUATED FOR POSSIBLE REMOVAL AT THE END OF PUBLIC RECORDS INDICATE THAT THE LOCATION OF THE PROPOSED MANHOLE IS WHERE THERE ARE NO THE MAINTENANCE PERIOD. SIDE SERVICE STUBS LOCATED FOR PRIVATE SEWERS. IT IS NOT DETERMINED IF THE SERVICE TO THE NORTH IS ACTIVE. IT IS ANTICIPATED THE SERVICE TO THE SOUTH IS ABANDONED \JITH THE REMOVAL CONSTRUCTION STANDARDS OF THE HOME PREVIOUSLY THIS YEAR. ALL IMPROVEMENTS IN CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED TO THE CURRENT WSDOT PROJECT NEEDS TO VERIFY PROPER ABANDONMENT OF THE EXISTING PRIVATE SIDE SERVICES FROM THE SPECIFICATION AND CURRENT CITY OF ANACORTES ENGINEERING STANDARDS. PREVIOUS TWO HOMES TO ENSURE MINIMIZING INFILTRATION INTO THE SANITARY SEWER SYSTEM, P--- t SOIL AMENDMENT NOTE TRAP OUTLET SECTION C-C BMP T5.131 POST CONSTRUCTION SOIL QUALITY AND DEPTH. -� r SEE APPENDIX OF DRAINAGE REPORT FOR SPECIFICATION ON PROVIDING SOIL AMENDMENTS FOR ALL ' w•••1 le 1, DISTURBED SOILS OUT SIDE OF IMPERVIOUS AREA AROUND BUILDING AND PAVED AREAS. C y 15' I— 4 - 1' _ 1-- 3,5' OVERFLOW DISHARGE TO STABILIZED p•A••••1 2 4' ROCK RIPRAP CONVEYANCE F 4 3�1SLOODP BOTTOM ELEVE , 3d SIDE r.--4 = 66.5 SLOPE/� FLAT BOTTOM / 1' -' 3/4'-1.5'� L, WASHED ROCK �GEOTEXTILE a } Cfp 3 I- T Y P I C A L TRAP CROSS SECTION B-B PAVED 27TH Eri rei 0PW #18-140-DEV NEW PAVED PARKING a. SCALED 1'=5' 14' a' s' AVERAGE 6, 22% This plan sheet is accepted for construct on in accordance with the HER, City of Macertes ordinances and policies. Actual conformance of the SHEET NO. 1' MIN. DEPTH 2' ASPHALT 4' THICK CONC. , k oe wasi` ! design with opplcabie lows is the sole responsibility of the OVERFLOW 2' CToC SIDEWALK �4 '% '� professional engineer,whose name and stamp appear on this sheet SPILLWAY i 6' GRAVEL BORROW illik Ga� kqu ring, complying with,and providing mitigation for all Federal, • Stale,County,and Local Lows,permts,and mandates,including but 2'-4' ROCK 1 i, not limited to the Endangered Species Act, Federal Wetland Permit, REV.'A State Department of Fisheries HydrouTics Permit,Federal Flood Plain PARKINGSECTION A-A , 278(17 Q- Permits,National Pollutant Discharge Elimination System Permits is JOB NO:2017-117 3f4'-1.5 )srEr ° the responsibility of the Developer, Landowner,and their Engineer. - GEOTEXTILE WASHED ROCK 'SIGNAL 6N�' The issuance of this permit shall not be construed as proof of DATE: Nov 2018 - SCALE1"--10 r co with a GcobIe laws and permit requirements. SCALE: 1=20' TRAP OUTLET SECTION C-C November 10, 2018 \,.\c.YO DRAWN: D. IIERRIGSTAD- SCALE: 1'=5' CITY ENGINEER DATE CHECK: D. HERRIGSTAD November v e C�b e r 10 2 018 The acceptance will expire one year from the date REV, B, noted above. SHEET 2_OF 2_ F IRO JE CT I N FORMATION £a ", x _, -Ht t . 4 i . s " PROJECT DESCRIPTION J. STERLING $ ' f FJ' taa . "S`^' � `���� ‘, - k n��* 4 � �. v�r '7v^� �+ � .s �y PROJECT ADDRESS: 20151BG — — a- q q +� Q �}-} q, q i 0201 i 0 1 S 2 1TH ST ANAGORTES NA 1b22 1 < Ffi - " "r OCCUPANCY TYPE: R2 IJEJ. STERLING CONSTRUCTION TYPE:VS ! OCET) i µ '`x ," r a P,4RGEL# P +F� s t-� a� a „ ��, _ , �, '�� - _ ' , ,. �_?• ZONING. R4A 1/4" = 1' U.N.O.y� MAR � 6 2019 I' 4 COPE rr ,,r�L COMPLIANCE L I N /� E ," :e n 5 4itIWir .� €' s TOTAL BUILDING AREA: 12,771 r ( '� 2 —18 . :m� CITY OF ANACORTES 1- LOT SIZE: 9,153 S.F. --ALL CONSTRUCTION TO COMPLY WITH LOCAL CODES AND BUILDING FOOTPRNTCOVE GE 4 02-21-19BUILDING i 4 409 5 FI RA 8.2% REVSORDINANCES AND T IE FOLLOWING: LANDSGAPEAREA:2,4995.F. � EV S i- 2015 INTERNATIONAL BUILDING CODE ,, {c ,y LANDSCAPEGOVERAGE:27.3% i Y � c 'W) ' f ,'„" ROAD& SIDEWALK AREA:2,245 5.F. - 20151^IASHINGTON STATE ENERGY CODE :r "SS �. / PROAD& SIDEWALK COVERAGE:24.5% tT�- 2015 UNIFORM PLUMBING CODE L! 2009 IGG A111.1 L TOTAL NUMBER OF UNITS:20 �; . $ �a�STUDIOSSPERMIT,.. ,_. „:, � L;1 BEDROOM UNITS: 11 �€" <: 2 BEDROOM UNITS:b ADDRER DTTA . P __ _=�� ----a� Ro, n -�. _--- _ lip STORIES. 3, NO BASEMENT _- 1. MECHANICAL. HVACDRAWINGS sroRiESALLOW — —--_ r SYSTEM ED: 3 WITH FIRE PROTEGTIO - iriNKLBR ( . 1. a SHALL N ,P •I(: U • a 4 ,- -u ` fM; wr e .:, NOT fit HLl IL(' 44iI(i>✓Vf ' T.„,,,;., ,Jr i , 2. ELECTRICAL POWER DISTRIBUTION DRAWINGS , c s$ ;y +, 5 r "` BUILDING HEIGHT: 1/2"(AVG. ORG. GRADE TO TOP OF ROIF) E It lr;Z);,; 3. NATURAL GAS DISTRIBUTION DRAWINGS I. cg4� � li ft �? i+ BUILDING HEIGHT ALLOWED:50' PER GOA 4. PLUMBING DRAWINGS CLASS c INTERIOR NALL&CEILING FINISHES REQUIRED CI it 5. ROOF TRUSS DRAWINGS / CALCULATIONSJ., CLASS c ROOF REQUIRED 1. OF ANACORT 6. FLOOR JOIST DRAWINGS / CALCULATIONS fyt PLANNING & BUILDING s FIRE SUPPRESSION: "' "t 1. LANDSCAPE PLANS NFPA 13 COMMERCIAL FIRE SPRINKLERS. APPROVED PLANS.t s b. LIGHTING PLANS PERMIT#: — O • 9. CABINET SHOP DRAWINGS PARKING REQUIRED PER ROOMING/BOARD STAntiRESS: 04 _, 2'3' r9- 1U. CUSTOM HARDWARE / BRACKET SHOP DRAWINGS k, ,,5t. APPROVED BY: ; 1 SPACE PER RENTED ROOM =20 I N • tain 11. FIRE SPRINKLER (IF APPLICABLE) SPECIAL INSPECTIONS PER IBC: NONE REQUIR " " ; '' -' �SPIBIECT TO FIELD INSPECTION, Aftt'VF.0 :'LAMS 12. SOLAR PANELS (IF APPLICABLE) , `< ENERGY CREDITS TO BE USED: 1 D,2A,3D,BA. SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. Z x F ' , " 13. ELEVATOR PERMIT (IF APPLICABLE) ` — — _ SPY :'t 5 .. �� � t^ 4 IG INFORMATION y PLAN AREAS CLIENT: THE ANACORTES FAMILY CENTER -, '•fr`t — �" 2� . ' _T MAIN FLOOR 5Q FT BUILDER: QUANTUM CONSTRUCTION INC. r z + ,, ,5 12161 QUANTUM LANE 4,200 SQ.Ft , !_. ANAGORTES, WA 98221 2ND FLOOR 11.1 Q 360 293 0656 3RD FLOOR 4,018 SQ.FT. UTILITY/MEGH. ROOMS 552 SQ.FT `� a ARCHITECT OF RECORD: BROOKS MIDDLETON - BROOKS MIDDLETON ARCHITECT TiFi[ j, .., A,N, Alk, C0i:ins-71.� � SJrn �,." LALP�1[1.,, TOTAL LIVING AREA: 12,771 SQ.FT. ,,, brooks@brooksmiddletonarchitect.com -360-293-0106 ENGINEER OF RECORD: TIM K.Time TmKGa�son.comT360-018-D BUILDER'S ENGINEER" k r st @ 6 ,0 d �� � � �� Ca" ENTRY PATIO 148 SQ.r T. (-1 DRAFTSMAN: JASON STERLING - STRANDBERG CONSTRUCTION INC. LL JASONS@STRANDBERGCONSTRUCTION.COM Z uj _--- LAYOUT PAGE TABLE REVISION _TAE3LE =___ —_ z lLt PG# TITLE —_ :-- COMMENTS ' CONTRACT DATE PG# DATE DESCRIPTION __-- ' ' d 3 �— Al COVER SHEET 01-30-18 PUT FIN. ENG. NOTES ON: A7,52,53. CHANGE0 JANI. DR SiNINC�. v z Cl SITE PLAN, GRADING, EROSION CONTROL, 08-24-18 ADDED ENG. NOTES, FOUND. NOTES, AND DRAFT STOPS {-- - 1—` to A2 LANDSCAPING PLAN 02-04-11 CHANGES TO FOUNDATION & FLOOR FRAMING FOR ELEVATOR O. 0 a A3 STORMWATER BMP'S — 01-24-11 CHANGES TO ROOF AT ELEVATOR p 0 N A4 CURB, SIDEWALK, AND DRIVEWAY 02-21-11 FINAL CHANGES TO ROOF AT ELEVATOR "( Z o A5 FOUNDATION PLAN — — Ab FOUNDATION DETAILS - - ni Al 1ST FLOOR FRAMING PLAN - - AS 1ST FLOOR PLAN A 2ND FLO O FR_AMING PLAN _ — H= O�VV oWY A10 2ND FLOOR PLAN �,aosw al All 3RD FLOOR FRAMING PLAN _ _ �IUwpO —._ _ ....- _.__ ______________ -W - Al2 3RD FLOOR PLAN NN — --- -- --- - - -__._. — --- -- - - --- ------------ ---- ------------ �� w A13 ROOF FRAMING PLAN _F,'g _ __. _.__.__ _____ s A14 BUILDING SECTIONS u ��Na QVLL O O� A15 BUILDING SECTIONS _ a -- - ------Alb b EXTERIOR ELEVATIONS Tgin Al EXTERIOR ELEVATIONS _ - i, - --- ------- --- 51 ENGINEERING INFO FOUNDATION FLOOR PLAN 'hP6 ingt 52 ENGINEERING INFO 1ST FLOOR PLAN =` s 53 ENGINEERING INFO 2ND FLOOR PLAN _- °INNERAPPROVAL 54 ,ENGINEERING INFO 3RD FLOOR PLAN INITIAL.: 55 STRUCTURAL NOTES PAGE: C2 CODE SUMMARY 15T FLOOR PLAN - C3 CODE SUMMARY 2ND FLOOR PLAN C4 ; CODE SUMMARY 3RD FLOOR PLAN OF: ------- CS 'ADA INFO 1ST FLOOR PLAN CS SCHEDULES AND NOTES1 _ - - 6Iv' I W 1 I 2 " PROVIDE INLET EX. CB TYPEI c_2 " EROSION CONTROL NOTES I BMP PROTECTION 'IM=65,51' Co 6 Q SITE PROTECTED WITH 6' CONSTRUCTION DOT STND PLAN I . . 8' PVC `' A. A CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR (ESC) IS REQUIRED. NEW SSMH (NO DOGHOUSE MH) TALL TEMP, CHAIN LINK ENTRANCE 140.20-00 EA T=63,69' w THE ESC SUPERVISOR MUST HAVE ATTENDED A CERTIFIED EROSION AND SEDIMENTATION CONSTRUCTION FENCING DOE BMP C105 EX, SSMH G-036 CONTROL CALSS WITHIN 3-YEARS FROM TODAY'S DATE. MUST PROVIDE CERTIFICATION EXISTING 6' CONC. SS, DEPTH UNKNOWN 1 RIM=66,06' CARD, REMOVE 6' CONC. PIPE TO SET MANHOLE, x ' r x -— =X——" — I I,E,=53,36' I UTILIZE 8=INCH PVC FOR CONNECTION TO �� I EDGE OF ASPHALT r B. THE CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR WILL OVERSEE AND MANHOLE AND REDUCERS FOR EXISTING 6' EX. STEEL BLDG v�� ss 3,257 ss ��� BE RESPONSIBLE FOR ALL EROSION CONTROL. THE FACILITIES SHALL BE INSPECTED DAILY CONC. PIPE. 1 x =QQ e AND MAINTAINED TO ENSURE PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT k ALLEY OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES EXTEND 8' PVC SS TO BUILDING W/ CLEAN ALLEY PAVEMENT o ,U„y N89 5819E 92,44 _ _ DURING THE WET SEASON (OCTOBER 1 TO APRIL 30), MONTHLY REVIEWS DURING THE 0O vl OUT AT BUILDING SECTIDN EX. CB TYPEI DRY SEASON (MAY 1 TO SEPTEMBER 30). WRITTEN RECORDS SHALL BE TURNED INT❑ THE Z I? SEE ADDITIONAL NOTES 2' ASPHALT RIM=65,51' `Co I I I SHED /- 7 p PP PROJECT MANAGER OR INSPECTOR ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED O Ell i EXIST. SSCO G- V B 2 CTSC IXIJI 6' SD I:E. 8' PVC X ` < C >, PROJECT MEETINGS. - BORROW ,�U WEST EAST=63.69' w co e I in �, ADD IRON CASE AND EX. SSMH G-036 i 8 6 . C. EROSION CONTROL MEASURES SHALL BE IN PLACE PER THE APPROVED SET OF PLANS W LID 6' GRAVE RIM=66,06' I 10' PRIOR TO ANY CONSTRUCTION START. W x1 - - I LE,=53,36' T _ "_ I " w �� B Q - - b 68,81\ " . x D. THE EROSION CONTROL SHALL BE INSPECTED ONCE A DAY AND MODIFIED TO MEET THE 6�� EDGE DE ASPHALT Tii I � FC, SaMH �� a 3,25% 1 L �X, CB TYPEI SURROUNDING CONDITIONS AS NEEDED, 2% 3,255 SF 1% PROVIDE A 250 SF „) w N N 67,30' Sp 9 153 SF LOT SURFACE AREA TEMPORARY Ca RIM=66,41' E. PROVIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE ESC co ASPHALT 16 ALL-Y h _ a -J c- ' SEDIMENT TRAP BMP C240 o v SUPERVISOR. THE LETTER SIZE SHALL BE A MINIMUM ❑F 2-INCH LETTERS, THIS SHALL BE I N89'S8'19'E 92.44' r ' CURB CUT i� \ y ¢ - °m EXISTING HOUSES OVERFLOW TO ASPHALT " IN PLACE PRIOR TO CONSTRUCTION START. REMEMBER, THE LOOK OF THE SIGN WILL BE A 6 / / 7 PP Y 3 AND SHED TOB " w REFLECTION OF THE CONTRACTOR, DEVELOPER AND DEVELOPMENT. 1-4 C�2 1STABILIZE SOILS WITH m GARBAGE o 1, -^ SEEDING, SODDING OR x Y F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY (SECTION 7 CZ �, ti . o REMOVED 1012 1 w w 07,3). ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE ACCEPTANCE OF THE CITY OFco ENCLOSURE y: o MULCH w w :44 6880' `c h 1 m • I y ANACORTES PRIOR TO THE ACCEPTANCE OF THE PROJECT. Q co �n 6840' a , H C! 1 , w 27TH S T, o G. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING Cl] Cc P2 C v ROOF AND 52 LF 6 PVC SD I J �" r ❑F CONSTRUCTION AND MAINTAINED DURING THE DURATION ❑F THE PROJECT. ADDITIONAL �70,40 RIM=66,41 a1-3-) PROVIDE SILT FENCE 6 J a MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE Q __ ri, ti X, CB TYPES �� S=.0156 FT/FT o BMP C233 OR WATTLES J X KEPT CLEAN, NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS. m - FOOTING DRAINS CB TYPE: off z � ,, BMP C235 ON N Q w 3 m LOT AREA - TO TEE INTO 6' RIM=66.5' ci o —_ EXIST, EXIST '- DOWNSLOPE OF I ¢ H. ANY SOILS EXPOSED THAT WILL NOT BE DISTURBED FOR TWO (2) DAYS DURING THE WET a o SEASON OR SEVEN (7) DAYS IN THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH a 3 9,153 SF PVC SD m O7 'Cc z HI- USE PROPERTY 1 o cu APPROVED ESC METHODS (SEEDING MULCHING, PLASTIC COVERING, ETC.) Ely; I.E.64.5 m w 1012 27TH ST - Y HOUSE xw c BUILDING AREA Y Iw Q 1020 Lii I. TWO (2) WEEKS PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1), ALL DISTURBED ~y x Cl) �` c u°i ,� 66.79' 1 w 101� w H AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATION FOR �y Z - 4 409 SF E A I L Y J GARBAGE DUMPSTER SOUTH = I THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE 21 x FLOOR o !n x BMP C1a4 BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE r'\ �' CD H c o >- ACROSS 27TH STREET AT CONCRETE WASHOU- LIGHT AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER. THE PROJECT 44 Cr-; p U ELEVATION FIRE SHELTER o w NFAMILY SHELTER ' _ _ OPOLE N89•5819E 9244 AREA MANAGER CAN REQUIRE ADDITIONAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT cCg Z RISER 116 LF 6' PVC SD �' = U 1 ---I X / , EX. SIDEWALK PROPERTIES OR DRAINAGE FACILITIES. Q d1 70.40' SLOPE ,010 FT/FT = h ¢ - ROOM n Al =___ i . J. PENALTIES FOR AN EROSION CONTROL VIOLATION ARE SUBJECT TO A $300 TO $1,000 FINE CB TYPO. Q o in I EX. SIDEWALK ppP UNDER CHAPTER 17.66 - PENALTIES FOR VIOLATION (AMC). EACH DAY IS CONSIDERED RIM=68.5 cU 0 PP A DIFFERENT VIOLATION. LE.65.64' I w PERIMETER 6' CHAIN LINK 8,57 ww -CONSTRUCTION FENCE ._) K. REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SITE IS LANDSCAPED AND SOILS ARE I II -PROVIDE: WATTLES � & ti STABILIZED. I /70,40'I Q I^ L. x x x x x x— (BMP C2 5) ALONG �i `_ N y PROVIDE COVERED EDGE NEW 'ASPHALT L. ALL DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. DATUM N89° 8'19'E 92 4' _ it ! i--- �PULET STORAGE FOR POTENTIAL CONSTRUCTION ASPH L�9,11'/ EDGE PROVIDE INLET Q TION BMP PROTECTION EX. CBMH #819182' M. THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM TO BE INPLACE OF VAULTNE CORNER �' S r C' G POLLUTANTS ENTRANCE 2 7 T H STREET I40 20 DOT STND PLAN 8' SD RIM TYPE67,01' DURING CONSTRUCTION. 1114'1 NEW.5 . SIDEWALK .: a+ , S S : WALK N EX. SIDEWALK RAMP _ jf DOE BMP C105 -ELEV 70.57 \ pp EXIS j EX, BURLINGTON CB - I,E.-61,06' F_R --- -? 70;40' 6996' 69.40'1 ` r RAMP I 24 HOUR CONTACT SIGN I RIM-66,70 ,h �` 18, \ Q� ! PAR ING i y I p PP WITH NAME NUMB R SEE NND OTE PHONE 14 FRB 6440 67,69' 4' BMP RE INLET '1 �_ 1 " r _, rFr - 6. ABOV REV B "• ~ 1,479 SF y w N DOT PROTECTIONSTND PLAN .r ASPHALT IN \ FACE �F SW RAMP I40.20 00 @ CB @ f -0 COMERCIAL AVE END OF EXIST 70.29' ti I & 27TH 0 �, CURB EDGELUF EX. ASPH L$9,11'� z EXIST, 69,82' 16' RAIN I EX. CBMH #Si918 P' EX. FIRE d CQ PERPENDICULAR CURB _ I TYPE2 HYDRANT . ' CURB/GUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS ��� RAMP TYPE B S CT ON A-- 1 _ 27TH STREET GARDEN 8 SD RIM=67,01' _ _ �� co a, W/IDETECTABLE D PLAN '15 03 f NEW CROSSWALK EX, BURLINGTON CB IE.=61,06` E XIS T I \ G SITE PLAN & E P U S I 0 \ CONTROL 1. CURB/GUTTER AND SIDEWALK CONSTRUCTION SHALL FOLLOW A TRUE AND UNIFORM . r f � ARNING SURFACE 1 STRIPPING RIM=66,70 HORIZONTAL AND VERTICAL ALIGNMENT. �__, cC 0 AS SHOWN LE,=64,40' 14 4' W EXIS C 'B CUT` w w /6T691 ll - PROJECT DATUM LEGEND 2. THE VERTICAL AND HORIZONTAL SURFACE SHALL BE A SMOOTH BROOM FINISH WITH Cr m E rn y NO DETECTABLE FINISHING BLEMISHES, UNDULATIONS, RIPPLES, SWELLS, WAVES, RUTS, cp o au O EXIST, RAMP I SW RAMP NAVD88 AT TOP OF NE FENCE - -X-----X X X-- FURROWS, GRAFFITI OR OTHER OBJECTIONABLE MARKS. THE END RESULT SHALL BE A �� z� / CORNER OF POWER VAULT I SEWER n NEAT AND PROFESSIONALLY FINISHED APPEARANCE. ,S1 o o FACE OF CURB EX, FIRE N SOUTHWEST CORNER OF `t `t sroRN Di v) £ I RELOCATE WATER METER IN 6' WATER TAP AND VALVE HYDRANT SEWER s° 3. THE EDGE FINISH ADJACENT TO THE EXPANSION JOINT MATERIAL SHALL BE CLEAN AND p WATER „ FREE OF EXCESS SLURRY. THE EXPANSION JOINT MATERIAL SHALL BE TRIMMED TO A � - G'2 - - = SIDEWALK W/ DRIVE-OVER IN IRON CASE AND COVER PROJECT M LID 70 LF 6' DI FIRE SERVICE LINE TO SSMH a LEVEL EVEN WITH THE ADJACENT CONCRETE RESULTING IN A NEAT AND PROFESSIONALLY a) BLDG. SEE FIRE SUPRESSION ELEV.=70.57 vru w FINISHED APPEARANCE. DESIGN FOR PIV AND FDC. WN'1 4. THE CITY ENGINEER IN HIS SOLE DISCRETION RESERVES THE AUTHORIY TO ORDER THE O REMOVAL OF SECTIONS OF CURB/GUTTER AND SIDEWALK THAT DO NOT MEET THE ® 0 O PROPOSED SITE PLAN I N P N V E M E N T S WORKMANSHIP AND AESTHETIC STANDARDS OF THE CITY OF ANACORTES. GRAPHIC SCALE 8 20 0 10 20 40 80 5. SECITONS OF NEWLY CONSTRUCTED CURB/GUTTER AND SIDEWALK THAT EXHIBIT 00 N CRACKING FOLLOWING THE CURING, SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. - CRACKING RESULTING FROM SUB-BASE FAILURE OR CONSTRUCTION SITE DAMAGE SHALL BE IMMEDIATELY REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT. O SUPPLEMENTAL SANITARY SEWER NOTES : ( IN FEET ) - MINOR HAIR LINE STRESS CRACKS MAY, AT THE DISCRETION OF THE PROJECT I 1 inch = 20 ft. MANAGER, BE MONITORED AND RE-EVALUATED FOR POSSIBLE REMOVAL AT THE END OF PUBLIC RECORDS INDICATE THAT THE LOCATION OF THE PROPOSED MANHOLE IS WHERE THERE ARE TWO THE MAINTENANCE PERIOD. SIDE SERVICE STUBS LOCATED FOR PRIVATE SEWERS. IT IS NOT DETERMINED IF THE SERVICE TO THE - p, NORTH IS ACTIVE. IT IS ANTICIPATED THE SERVICE TO THE SOUTH IS ABANDONED WITH THE REMOVAL CONSTRUCTION STANDARDS OF THE HOME PREVIOUSLY THIS YEAR. ALL IN CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED TO PROJECT NEEDS TO VERIFY PROPER ABANDONMENT OF THE EXISTING PRIVATE SIDE SERVICES FROM THE SPECIE CATIONENTS AND CURRENT CITY OF ANACORTES ENGINEERING STANDARDSE CURRENT WSDOT p3 • IZ• 1 c1 Go'`' ct PREVIOUS TWO HOMES TO ENSURE MINIMIZING INFILTRATION INTO THE SANITARY SEWER SYSTEM. SOIL AMENDMENT NOTE , S�' Y TRAP OUTLET SECTION C-C BMP T5.131 POST CONSTRUCTION SOIL QUALITY AND DEPTH. t' • r SEE APPENDIX OF DRAINAGE REPORT FOR SPECIFICATION ON PROVIDING SOIL AMENDMENTS FOR ALL \..._, - c ,1 gl r- 15' 1' DISTURBED SOILS OUT SIDE OF IMPERVIOUS AREA AROUND BUILDING AND PAVED AREAS. CID CD 4 1 3.5' �------- OVERFLOW DISHARGE TO STABILIZED til 2'-4' ROCK RIPRAP CONVEYANCE 311 LIE BOTTOM ELEV. 311 SIDE SLOPE = 66.5 SLOPE FLAT BOTTOM 1' 3/4' L5' it., Y J a - WASHED ROCK GEOTEXTILE } En TYPICAL TRAP CROSS SECTINN B-B PAVED 27TH ti = STREET NEW PAVED PARKING ce PW # 18 - 14 0 - D E V r4 SCALE: 1"=5' r 14' 20' . 5' coAVERAGE 6' ?� This plan sheet is accepted for construction in accordance with the HERB City of Anacortes ordinances and policies. Actual conformance of the SHEET NO. 1' MIN. DEPTH 4' THICK CONC. �' wa I design with applicable laws is the sole responsibility of the OVERFLOW 2 ASPHALT c pF 3y CJ, 9 PP P tY 2' CTSC SIDEWALK PE tiro professional engineer, whose name and stamp appear on this sheet. SPILLWAY 6' GRAVEL BORROW a d Acquiring, complying with, and providing mitigation for all Federal, 2' 4' ROCK Irk - State, County, and Local Laws, permits, and mandates, including but `J not limited to the Endangered Species Act, Federal Wetland Permit, REV.: A • / State Department of Fisheries Hydraulics Permit, Federal Flood Plain 3/4'-1.5' P A R K I \ G SECTION A - A ` • R 27807 0 <, Permits, National Pollutant Discharge Elimination System Permits is JOB NO: 2017-117 GEOTEXTILE 90�T F0/STERE O,\�F' the responsibility of the Developer, Landowner, and their Engineer. WASHED ROCK SIGNAL EN The issuance of this permit shall not be construed as proof of DATE: Nov 2018 SC A L E 1 u—10 r compliance with applicable laws and permit requirements. SCALE: 1-20' TRAP OUTLET SECTIDN C-C November 10, 2018 DRAWN: D. HERRIGSTAD SCALE: 11=5' CITY ENGINEER DATE CHECK: D. HERRIGSTAD REV , 3 N o v e n o e r 10 2018 The acceptance will expire one year from the date noted above. 1 ) SHEET_2_0F____ — _ 4 I _ J. TCRL6NC� s EDGE OF ASPHALT C PROPOSED DUMPSTER 1 ALLEY J. STERLING u_ LOCATION \-- 8'-5 .13 o 3.25% f LtNRB _ 5 _ ® ._ _ _ z. 1" = 10' U.N.O. I LLN b9°5611c1" E 92.4A ' - -w xi- cc!. I y /- / �I, PP STNI YMDThK+TO BE AISLE WIDTH TO 9E 022719 to :1 5 6 8b ; fi 2 ill 3 ;: , .` q a GARBAGE CONCRETE i , '' ENCLOSURE o j 3 A. - ai I 20' STREET SETBACK 1 f ii q —_- _:z- J 9 L---. J 1 ___ _..__...-__ O RI — 6.4 1 � MULCH I -� NT� 1 '+ °wed' BED�� T X } EXGBT { "L PI rye y. O SETBACK:.I WEST WALL: 1 ,920 SQ. FT. 71 ch TO WEST OPENINGS. 450 SQ. FT. I �,_ — �I EAS V' LL: 1 ,355 SQ. FT. I r OPENINGS ALLOWED: 25% C EAST OPENINGS: 332 SQ. FT. i� f OPENINGS USED: 23.43% K i W OPENINGS ALLOWED: 25% - I = OPENINGS USED: 23.ai"�% ° s, g -��. s� r-- 153, ,� m a ,� M . TRONG MAPLE li aL___, ,,,, icy TO 15° SETBACK: R S Q a EAST LL: 512 SQ. FT. ci) Z. b CI EAST OPENINGS: SQ. FT. p v �; w OPENINGS ALLOWED; 45% e O ; R OPENINGS USED: 31 .f 4% v J ` s _ -' ) ._ (�) - STUDIO - 5oa ��. �T. w (11 ) - 1 BEDROOM UNITS = 900 SOEf) . ET. W ARBORVITAEHEDGE Ir- ri o ( "Rt '{� M UI� I IW'S = 9 C � . PT. O c w ; Re 3P, , 'D COMMON AREA� TOTAL COMMON AREA NEEDED: 2,300 ea, CE� T. ,,, - I' l-�I I r. i i L i , I 1 h 3 T I p (T �� Prvy.. �✓+a lc) aria'... \ `] 1 �y ST. .k' ,$'� {.�.. I y�, r L�.'r Y OA T' 1 i"» _ ^N.., �[,�$+u _._. __ - , 1 PROPOSED NEW AMENITIESIN ' I ® ® RAMP STAMP MINIMUM TREE DENSITY ANAGORTESMUNICOPE- 1b.50.070 III . 1 r NEV' COMMON ACCESS AREA: llJI (� AND DWD prol ided by a regulated prroject its Rree conservation l nu t er of tal�Iisnit in Sectionto be � ' u i v iNSPOT STND Q 7T-11" C16.50.100 shall be calculated by dividing gross site area, minus any public or private m - LANDSCAPED PLANTER BEDS w �' _ 4.4 W PLAN street rights-of-way, by one thousand Table 16.50.120(D). The result of the calculation will - LANDSCAPED 5_p - o o a 1 101, be the total number of tree units required for the project approval within the building site.- LATTICE LL �� 10' STREET F-40. 1 -02 ° LOT SIZE : 1,153 SQ.FT. 1 TREES REQUIRED: 10 J �' - PICNIC TABLE i ; POLE LOT INFORMATION I I 0 51BG 2 6 NEVI SIDE LK N 69 5S 19 E 92.44 aTMx II EX. SIDEWALK RAMP — w N z "' OCCUPANCY TYPE: R2 f ? _ f I ,. — I 1 I 1 = 1: Tr 1----1 1 g 1 --1 t C — . r m- r— 1 I I �— I I i CONSTRUCTION TYPE: VI3 - 0 tl Z POY\IER VAULT II I, . �, , I t �I . I EX. DE 3LK �� PP ZONING: R4A o w I, C I "M U z 4 i� j" �t I Gt3YNtlFZE e} s- . � ' 11 PP �' I �� TOTAL BUILDING AREA: 12,77 me 11.1 1 j 0 b SD i� .:w. ..vim. k :a".'F'• I t. __ 1-- REMAINING' COMMON AREA I �t . GATED I 'I i 4 5 CBS # 619 LOT SIZE: 9,153 S.F. W a , . : RE.A BEHIND I +� 1 , i � t E �� —' t .+ I i I \ ; 8'-3" -- 13 i z BUILDING FOOTPRINT AREA: 4,4015.F. 0 H a� 44l / TYPE2 BUILDING FOOTPRINT COVERAGE: 48.2%ACROSS STREET T , EDGE OF EX. PARKING SPACES 16-20 LOCATED - I cL " 2,6160. PT. RIM=61.01 LANDSCAPE AREA: 2,49q S.F. Z. o fir ASPHALT AT ADMINISTRATIVE BUILDING -- _ I \ i ! I .E.=61 .06' LANDSCAPE COVERAGE: 27.3% -1 �4 I ROAD & SIDEWALK AREA: 2,245 S.F. Cl 'girt f tr, tras, trars. \ I 1 EX. BURLINGTON CB ROAD & SIDEWALK COVERAGE: 24.5% z c `_I RIM=66,.` 0' I TOTAL COMBINED COMMON AREA NEEDED: 3,300 SQ. FT i —._._ — ER OFUNIT5. 2o I 64.4U TOTAL NU I iCOM l s i' AREA 'Rut- r r` "I . I ~ � STUDIOS 8 3 e°� I Z ` .. =oa< 1 BEDROOM UNITS: 11 �" LL iliaelc4 A. posrk - yet tej 1 4 k I z� 2 BEDROOM UNITS: b 0— _ °°� ;.mara 1,,,'/-/1. a cucessa fr toy iii b4- .- orn to r €gage- / yrl�t'� b �<�� 0�'� � a - 5TORIES: 3, NO BASEMENT 64g ® STORIES ALLOWED: 3 WITH FIRE PROTECTION SPRINKLERS ZAKOII Iw� 9n �,�,, - ��` t 4D �o� � 1n ` , c sf / , RAMP zW' , w�wwo w§n i EX, FIR �=LL \� ____.._-__ 1 �C�IR BUILDING HEIGHT: 42'-7 1/2" (AVG. ORG. GRADE TO TOP OF ROOF) _ `°° E HYDRANT n BUILDING HEIGHT ALLOWED: 50' PER COAo HYDRANT 1j a \- — _ _ - _..� 1 1 V II 1 1 I 41 q L I GLASS C INTERIOR WALL & CEILING FINISHES REQUIRED 611 w 11 LL °re s°�� 11 CLASS C ROOF REQUIRED 7 goo aTU FIRE SUPPRESSION: az nil ---- -- -- -- — — — I! li I NFPA 13 COMMERCIAL FIRE SPRINKLERS. I Iy�I� PARKING REQUIRED PER ROOMING/BOARD STATUS: OV'INERAPPROVAL 1 SPACE PER RENTED ROOM = 20 INITIAL: PAGE: SPECIAL INSPECTIONS PER IBC: NONE REQUIREDet OF: BMP C154: CONCRETE PNASHOUT AREA O BMP G235: Y4ATTLES 0 BMP C105: STABILIZED CONSTRUCTION ENTRANCE J EXIT G. BMP T5. 13: POST-CONSTRUCTION SOIL QUALITY AND PURPOSE PURPOSE PURPOSE DEPTH J. STERLING PREVENT OR REDUCE THE DISCHARGE OF POLLUTANTS TO STORMYNATLR FROM CONCRETE WASTE BY CONDUCTING WATTLES ARE TEMPORARY EROSION AND SEDIMENT CONTROL BARRIERS CONSISTING OF STRAW,COMPOST,OR OTHER STABILIZED CONSTRUCTION ENTRANCES ARE ESTABLISHED TO REDUCE THE AMOUNT OF SEDIMENT TRANSPORTED ONTO -- PURPOSE AND DEFINITION WASHOUT OFF-SITE,OR PERFORMING ON-SITE WASHOUT IN A DESIGNATED AREA TO PREVENT POLLUTANTS FROM MATERIALPAVED ROADS BY VEHICLES OR EQUIPMENT.THIS IS DONE BY CONSTRUCTING A STABILIZED PAD OF QUARRY SPALLS AT THAT 15 WRAPPED IN BIODEGRADABLE TUBULAR PLASTIC OR SIMILAR ENCASING MATERIAL.THEY REDUCE THE NATURALLY OCCURRING(UNDISTURBED)SOIL AND VEGETATION PROVIDE IMPORTANT STORMW _____ATER FUNCTIONS o ENTERING SURFACE WATERS OR GROUND WATER. VELOCITY AND CAN SPREAD THE FLOW OF RILL AND SHEET RUNOFF,AND CAN CAPTURE AND RETAIN SEDIMENT.WATTLES ENTRANCES AND EXITS FOR CONSTRUCTION SITES. INCLUDING:WATER INFILTRATION;NUTRIENT,SEDIMENT,AND POLLUTANT ADSORPTION;SEDIMENT AND POLLUTANT J° STERLING n ARE TYPICALLY 8 TO 10 INCHES IN DIAMETER AND 25 TO 30 FEET IN LENGTH.WATTLES ARE PLACED IN SHALLOW CONDITIONS OF USE --------- --- - -- n BIOFILTRATION;WATER INTERFLOW STORAGE AND TRANSMISSION;AND POLLUTANT DECOMPOSITION.THESE FUNCTIONS u CONDITIONS OF USE TRENCHES AND STAKED ALONG THE CONTOUR OF DISTURBED OR NEWLY CONSTRUCTED SLOPES.SEE FIGURE 11-4.2.14 CONSTRUCTION ENTRANCES SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE 501E AND VEGETATION AND REPLACES IT WITH MINIMAL -- - -- - - -"---"""---"--- - 1. 15- CONCRETE WASHOUT AREA BEST MANAGEMENT PRACTICES ARE IMPLEMENTED ON CONSTRUCTION PROJECTS WHERE: WATTLES(P.318)FOR TYPICAL CONSTRUCTION DETAILS.WSDOT STANDARD PLAN 1-30.30-00 ALSO PROVIDES INFORMATION SITE IF PAVED ROADS OR OTHER PAVED AREAS ARE WITHIN 1,000 FEET OF THE SITE.FOR RESIDENTIAL CONSTRUCTION TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES 1/4" = 1' U.N.O. v -CONCRETE 15 USED AS A CONSTRUCTIONMATERIAL. ON WATTLES(HTTP://LNWW.W W SDOT. A.GOV/DESIGN/STANDARDS/PLANS.HTMfiSEGTIONf) PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE,RATHER THAN ONLY AT THE MAIN SUBDIVISION -IT 15 NOT POSSIBLE TO DISPOSE OF ALLLCONCRETE CONCRETE WASTEWATER AND WASHOUT OFF-SITE(READY MIX PLANT,ETC.). ENTRANCE.STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, THEMSELVES BECOME POLLUTION GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, ti -CONCRETE TRUCKS,PUMPERS,OR OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON-51TE. NOTE:IF LESS THAN CONDITIONS OF USE BASED ON LOT SIZE/CONFIGURATION.ON LARGE COMMERCIAL,HIGHWAY,AND ROAD PROJECTS,THE DESIGNER SHOULD FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS,THE CONCENTRATION OF PET a W 10 CONCRETE TRUCKS OR PUMPERS NEED TO BE WASHED OUT ON-SITE,THE WASHWATER MAY BE DISPOSED OF IN A USE WATTLES: WASTES,AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER.ESTABLISHING SOIL QUALITY AND DEPTH REGAINS in INCLUDE ENOUGH EXTRA MATERIALS IN THE CONTRACT TO ALLOW FOR ADDITIONAL STABILIZED ENTRANCES NOT SHOWN 0`1-21-15 z IN THE INITIAL CONSTRUCTION SWPPP.IT 15 DIFFICULT TO DETERMINE EXACTLY WHEREACCESS TO THESE PROJECTS GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE,PROVIDES INCREASED TREATMENT OF FORMED AREA AWAITING CONCRETE OR AN UPLAND DISPOSAL SITE INHERE IT MILL NOT CONTAMINATE SURFACE OR -IN DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION,AND MINIMIZES THE NEED FOR SOME ti GROUND WATER.THE UPLAND DISPOSAL SITE SHALL BE AT LEAST 50 FEET FROM SENSITIVE AREAS SUCH AS STORM -ON EXPOSED SOILS DURING THE PERIOD OF SHORT CONSTRUCTION DELAYS,OR OVER MINTER MONTHS. WILL TAKE PLACE;ADDITIONAL MATERIALS WILL ENABLE THE CONTRACTOR TO INSTALL THEM WHERE NEEDED. POLLUTANTS CHEMICALS,THUS REDUCING POLLUTION THROUGH PREVENTION. �y DRAINS,OPEN DITCHES,OR WATER BODIES, INCLUDING WETLANDS. -ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. APPLICATIONS AND LIMITATIONS O2'2 1-gyp 1 -t -THE MATERIAL USED DICTATES THE EFFECTIVENESS PERIOD OF THE WATTLE.GENERALLY,WATTLES ARE TYPICALLY - - - NOT TO SCALE ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH 15 NOT THE SAME A5 PRESERVATION OF NATURALLY OCCURRING _. T_. .. . ,. .. . - - - _. ------- EFFECTIVE FOR ONE TO TWO SEASONS. SOIL AND VEGETATION.HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITE PREVENT RILLING BENEATH WATTLES BY PROPERLY ENTRENCHING AND ABUTTING WATTLES TOGETHER TO PREVENT y,-•-- MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY.SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH ''' r- r" - WATER FROM PASSING BETWEEN THEM. 411 - -' � NUMEROUS MATERIALS SUCH AS COMPOST,COMPOSTED WOODY MATERIAL,81050LID5,AND FOREST PRODUCT ^ -' - ---" 'i -- 4' - - r �----''Al! RESIDUALS. IT 15 IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE -' I,-.) I ' ' Id DESIGN CRITERIA ..`-"- AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED.LIKEWISE,IT 15 IMPORTANT THAT IMPORTED TOPSOILS • R �: r• �/J r. . ..,ao -INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. ) IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES.THIS BMP CAN BE CONSIDERED _� �_ ' -MARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE ON CONTOUR TO A DEPTH OF 3-TO 5-INCHES ON CLAY SOILS ,;✓''�Y�r- INFEASIBLE ON TILL SOIL SLOPES GREATER THAN 33 PERCENT. C751 -i-t AND SOILS WITH GRADUAL SLOPES.ON LOOSE SOILS,STEEP SLOPES,AND AREAS WITH HIGH RAINFALL,THE TRENCHES 0�,,}} i ID ,$ r e�.ax) �..-"''' `tF" DESIGN GUIDELINES _ • '-y ! -.;r,,;, ,, ,,,;,3 _ SHOULD BE DUG TO A DEPTH OF 5-TO T-INCHES,OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. ,'""""'~ a [31 i..--� -501E RETENTION.RETAIN, IN AN UNDISTURBED STATE,THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT 'x _ r -START BUILDING TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UP.SPREAD• -.^-" - r X ,�• r PRACTICABLE.IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A N A;. I - I-E-` EXCAVATED MATERIAL EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHODS. 5 a" --' DESIGNATED,CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS,TO BE REAPPLIED TO , ' -�. - I' -- - -CONSTRUCT TRENCHES AT INTERVALS OF 10-TO 25-FEET DEPENDING ON THE STEEPNESS OF THE SLOPE,SOIL TYPE; 'ter _ _�.""-y OTHER PORTIONS OF THE SITE WHERE FEASIBLE. ` AND RAINFALL.THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES. " J a , • r� "may,, -SOIL QUALITY.ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS a '*� -INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. __._ ....t�«-,u` ..-_ .. _.._..__ � ,_. � � `�- S�r•r: ", 1I SURFACE,INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED A5 STRUCTURAL FILL OR SLOPE SHALL,AT L I �`` -INSTALL STAKES AT EACH END OF THE WATTLE,AND AT 4-FOOT CENTERS ALONG ENTIRE LENGTH OF WATTLE. PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: ` �' \ �' _ -IF REQUIRED,INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE -i 1 - »1 ' i >% r' ");, 16fS min: 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10%DRY WEIGHT IN PLANTING BEDS,AND 5% s. , I: �� 1 t� r ii:°E4s.Jr 0.: AND INTO THE SOIL. I' '' i .a At .. y, ORGANIC MATTER CONTENT IN TURF AREAS,AND A PH FROM b.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. 1? Y -WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES MIN.WILLOW CUTTINGS OR 3!8-INCH REBAR CAN • - _ .; i ,.:,-,., THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF -! ALSO BE USED FOR STAKES. �I: r r .r i � •,,..( 1. :,:w ,y INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE R -1.J :c 1 ` j' , lulu, c -STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE,LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING - ;( ;( { ?� SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYS o"1 i� C. . ` _el .t ABOVE THE WATTLE ceJ;;; p n' WHERE FEA518LE S � R5 . (-Ail!r_ r ..;:.: INCHES OF ORGANIC MATERIAL. - 5 r Y `, 2. MULCH PLANTING BEDS WITH 2 I MAINTENANCE STANDARDS ^. r , 3:r'',Int -urn ----- ' P'i° °1ti - 3.USE COMPOST AND OTHER MATERIALS THAT MEET THESE ORGANIC CONTENT REQUIREMENTS -WATTLES MAY REQUIRE MAINTENANCE TO ENSURE THEY ARE IN CONTACT WITH SOIL AND THOROUGHLY ENTRENCHED, . ti Y-i "s `� A.THE ORGANIC CONTENT FOR"PRE-APPROVED"AMENDMENT RATES CAN BE MET ONLY USING COMPOST MEETING I __ ESPECIALLY AFTER SIGNIFICANT RAINFALL ON STEEP SANDY SOILS. • ", THE COMPOST SPECIFICATION FOR BMP 71.30:BIORETENTION CELLS,SWALES,AND PLANTER BOXES(P.959),WITH THE ' � ` � ""' EXCEPTION THAT THE COMPOST MAY HAVE UP TO 35% 81050LID5 OR MANURE.THE COMPOST MUST ALSO HAVE AN ° J 1 ". _ __... _ _ _. ORGANIC MATTER CONTENT OF 40%TO 65%,AND A CARBON TO NITROGEN RATIO BELOW 25:1.THE CARBON TO NITROGEN - N pII ' rats 1 e ' " ,j r 1 a ' r C'.;`,1 RATIO MAY BE A5 HIGH A5 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND j I 1 iI OF., - }fit r :' LOWLANDS REGION. a r ��1` -, 6 I B.CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIAL MEETING(A.)ABOVE;OR - 1 If y J+ -` OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS,AND NOT i IY EXCEEDING THE CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-5,TESTING PARAMETERS,IN WAG 113-350-220. : A 15'.mm. " - r Nam" THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. • :: 'f , ff 1. Driveway strap meet ��A111 I - $n „°rots Mat be "'. r4! it minimum thickness L IMPLEMENTATION OPTIONS:THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE ;. _t an the requirements enl�of its -.,._. . -.c.E i,, lq, plated WangSYdpa --' a; _la -._ permjltkng ggency- METHODS LISTED BELOW: " roeatours .; . " " 1.LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL,AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 19 „1°. la_°° J' t 2• It is recommended trac That. Provide tub width: - £V 17 "PRE-APPROVED" OR AT CI r,o-=trou-r_ 2.AMEND EXISTING 517E TOPSOIL OR SUBSOIL EITHER AT DEFAULT RATES, CUSTOM , .1x12 rough �')a:.;? � --;' - crothewned ned So e be orliaresstegrErsg CALCULATED RATES BASED ON TESTS OF THE SOIL AND AMENDMENT. - waod frame ( _ \ z7nwalsd that xunaf# area 3.STOCKPILE EXISTING TOPSOIL DURING GRADING,AND REPLACE IT PRIOR TO PLANTING.STOCKPILED TOP50tL MUST _ 'crt ,_y r_, r :�_ , ; , r,,,•+ +1:; rtc; : ., ..`' _' 3 �y urns off the AL50 BEAM ENDED IF NEEDED TO MEET THE ORGANIC MATTER OR DEPTH REQUIREMENTS,EITHER ATADEFAULT"PRE- 47.' CY`4 C'; - ` a """"'"""'""""""""`""""-""'"""" "`""" "`"`" "".„",..."`- - _<.'..,,,...., FSUFFICIENT R ANIG CONTENT AND DEPTH TO MEET THE REQUIREMENTS. CZ ' ' µ .._; 1 APPROVED' RATE OR AT A CUSTOM CALCULATED RATE. �. tom- , -i'r1Y t 4. IMPORT TOPSOIL MIX O ORGANIC w Q ` ff) r 1g'-25'#3-8rn) vI 1 F'. yr . MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE.SOIL THAT ALREADY MEETS THE Q T •` �\ t 0 Ir €e II-4'. I DEPTH AND ORGANIC MATTER QUALITY STANDARDS,AND 15 NOT COMPACTED,DOES NOT NEED TO BE AMENDED. m rw'� ,J►f - l C . GI 1v te s! ' : 1 Are'' �l # C� rtAi3StliPi Irltc'�k £ MAINTENANCE r c'_:.- _ '•7 Spacing depends o - Revised June -ESTABLISH 501E QUALITY AND DEPTH TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED,PROTECT FROM on sod type and DEPARTMENT' OF r Ear,. ,gg ti,3 t COMPACTION,SUCH A5 FROM LARGE MACHINERY USE,AND FROM EROSION. �r slope.Meanness inatIt,sown: 1 °. ter €.9 ti3 T p, AMEecy.wregowtoc trghf.hertfor copyngtit tine includinVEGETATION AND MULCH THE AMENDED SOIL AREA AFTER i._ . g r?Ra3e s,ae y' 9 F m "" s. .1 -PLANT INSTALLATION. and nerve seedy rite if -LEAVE PLANT DEBRIS OR ITS EQUIVALENT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER CA a S€ate of WaaTtrtsgtan iimi%at{a�of$a(rthtlt Sidi tliscimer. _...._ __ .._.. _. ... ., captured behind the rafts. -REDUCE AND ADJUST,WHERE POSSIBLE,THE USE OF IRRIGATION, FERTILIZERS,HERBICIDES AND PESTICIDES, RATHER THAN CONTINUING TO IMPLEMENT FORMERLY.ESTABLISHED PRACTICES. 8 BMP C1230: SURFACE ROUGHENING �s ' .` a STORM DRAIN INLET PROTECTION I-40.20-00 Purpose: j I 1.SIZE THE BELOW INLET GRATE DEVICE(BIGD)FOR THE STORM WATER STRUCTURE IT WILL SERVICE 0 B M P G233: S iLT F E N G E Z ���,,,rrr Surface roughening aids in the establishment of vegetative cover,reduces runoff velocity,increases infiltration,and provides for sediment _ ""°� 11,1. trapping through the provision of a rough soil surface.Horizontal depressions are created by operating a tiller or other suitable equipment I } e. 3"_ t73-'125r'tvn7 2.THE BIGD SHALL HAVE A BUILT IN HIGH-FLOW RELIEF SYSTEM(OVERFLOW BYPASS). PURPOSE d,G� on the contour or by leaving slopes in a roughened condition by not fine grading them. Use this BMP in conjunction with other BMPs such / thi 1-- USE OF A SILT FENCE REDUCES THE TRANSPORT OF COARSE SEDIMENT FROM A CONSTRUCTION SITE BY PROVIDING A i 1 as seeding,mulching,or sodding. ,�/ i j TEMPORARY PHYSICAL BARRIER TO SEDIMENT AND REDUCING THE RUNOFF VELOCITIES OF OVERLAND FLOW.SEE FIGURE !.L•- .. f; \ ,,r 8"-tor pj3 3 THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. Ot CONDITIONS OF USE: •'-. s. ,,'r - _. 11 `� /" (2{NI-Z ditii4t➢) 11-4.2.12 SILT FENCE(P.3b9)FOR DETAILS ON SILT FENCE CONSTRUCTION. -AIL slopes steeper than 3H:1V and greater than 5 vertical feet require surface roughening to a depth of 2 to 4 inches prior to seeding, ., - 4.PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.305). -Areas that will not be stabilized immediately may be roughened to reduce runoff velocity until seeding takes place. , ---- t CONDITIONS OF USE -� � -� -Slopes with a stable rock face doed not require roughening. "' i+ �, 1 �" -` SILT FENCE MAYBE USED DOWNSLOPE OF ALL DISTURBED AREAS. 0 '' `--- -Slopes where mowing is planned should not be excessively roughened. " _ ° ' SILT FENCE SHALL PREVENT 501E CARRIED BY RUNOFF WATER FROM GOING BENEATH,THROUGH,OR OVER THE TOP OF "� -"( !/ :1"x?Stake -Iebx - THE SILT FENCE,BUT SHALL ALLOW THE WATER TO PASS THROUGH THE FENCE. ' ..°. p (25 x 2 t1,1 awwuEewuE-� Set SILT FENCE 15 NOT INTENDED TO TREAT CONCENTRATED FLOWS,NOR 15 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS LE q,{)! OF OVERLAND FLOW.CONVEY ANY CONCENTRATED FLOWS THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT POND. -- - --- -- - °� r i �5 DO NOT CONSTRUCT SILT FENCES IN STREAMS OR USE IN V-SHAPED DITCHES.SILT FENCES DO NOT PROVIDE AN � �� trew ice rose ratatxirt iequire+s the la,tcenrlsmt a :. .::i:"_I S t'--.-^�:., . a, i- EN �,. ADEQUATE METHOD OF SILT CONTROL FOR ANYTHING DEEPER THAN SHEET OR OVERLAND FLOW. 4 r,. k G:.i� 14 1. �Z L. .1 , 1.�., . ) - t '-. .._ SEOP6.M AM0 DEBRVS INN �\ (/�y�■ ��\ y .Y �..'L 44 �.. `:1 ... '� 012ROtlNBTPAN5 M„v r. L-na. C I- /y '.\,`.\ ti i__ tom, w. Lam' `max_ 'y y a' ir';� - 1'� 8J.-. O mCC , y`-a I 4.-.ram` "_ _ r d - - .. _ dELDW oar sun CEYIGE ' �_� ' • '�, aCs..� ". Y' .tea _ _ ..-..__..__ �, ""J F_".1 � L� I I" �' ICI Vd 840 CI d � t WIRED I t � I i v, -, \ I ...• .Yudtn�ocr.missians5 �-T ."'- � .\ " . \a, ") . ., :„p_. Stutz of snmg:oi , - a. I; . and dt1;141a • \ l J) t - F BMP C123: PLASTIC COVERING A r , i / / �, J ° i $iO; . _ •: ..ri _ . _ � ` � '�.a. - - PURPOSE r?'r /2; t " , yti., itt.I ' (1 fc i8 • - PLASTIC COVERING PROVIDES IMMEDIATE,SHORT-TERM EROSION PROTECTION TO SLOPES AND DISTURBED AREAS. \ `( ! •i. `z-I' T''y',.t r'a - I °o I „• .'." _;.) GONDITION50F USE: \ \ \ I t tan „r oxm TO? rw PLASTIC COVERING MAY BE USED ON DISTURBED AREAS THAT REQUIRE COVER MEASURES FOR LESS THAN 30 DAYS, -.:� ---- Y LY �'�u� Minimum -- - ' its`. r ; y EXCEPT A5 STATED BELOW. 41x4"trench I A' ! 1 t �=o� <W, PLASTIC 15 PARTICULARLY USEFUL FOR PROTECTING CUT AND FILL SLOPES AND STOCKPILES.NOTE:THE RELATIVELY " 'i 3". in o s f '? R RAPID BREAKDOWN OF MOST POLYETHYLENE SHEETING MAKES IT UNSUITABLE FOR LONG-TERM(GREATER THAN 51X Post spatula maybe increased >' ( v Mitt` I ,III-t11 MONTHS)APPLICATIONS to C'd the backing-is.used ! I. il"11k=ITT) uwwce oaa E de �- -I' -DUE TO RAPID RUNOFF CAUSED BY PLASTIC COVERING, DO NOT USE THIS METHOD UPSLOPE OF AREAS THAT MIGHT BE -1c.crnre�iwn AGRATEIRAG sltt>i+a+ I ill =�, 1 fi ADVERSELY IMPACTED BY CONCENTRATED RUNOFF.SUCH AREA5INCLUDE 51EEP AND10R UNSTABLE SLOPES. � If1 T �R1` ._.�. ` _... ; (.-., -PLASTIC SHEETING MAY RESULT IN INCREASED RUNOFF VOLUMES AND VELOCITIES:REQUIRING ADDITIONAL ON-SITE I °II �z1. ', MEASURES TO COUNTERACT THE INCREASES.CREATING A TROUGH WITH WATTLES OR OTHER MATERIAL GAN CONVEY _ 2"x2"by 14 Ga.wire or equivalent, B ..2 ''; if standard strength fabric used I �" ° .:,,-ifI I I, GLEAN WATER AWAY FROM THESE AREAS. / �: �,-_ ° I -, � P, �L I I01. I)? ' ..17 -TO PREVENT UNDERCUTTING,TRENCH AND BACKFILL ROLLED PLASTIC COVERING PRODUCTS ' �i�,;`F IL .y _ t i�.� o go`° SC Cr" m-. '-III a if; �` v -.- bF._ �' oo° 1 -WHILE PLASTIC 15 INEXPENSIVE TO PURCHASE,THE ADDED COST OF INSTALLATION, MAINTENANCE,REMOVAL,AND . s� -• _ L3 L - to { �eeo ' ' T''0 ""''! _ . I ; DISPOSAL MAKE THIS AN EXPENSIVE MATERIAL,UP TO$1.50-2.00 PER SQUARE YARD -,„, ' ;."--• " %\\, Filler faftrec 1 �1- -F ` `,. 1 'WHENEVER PLASTIC 15 USED TO PROTECT SLOPES INSTALL WATER COLLECTION.MEASURES.AT THE BASE OF THE \, „ �, ; - ` / 2,1 i �- SLOPE.THESE MEASURES INCLUDE PLASTIC-COVERED BERMS,CHANNELS,AND PIPES USED TO COVEY CLEAN :t\t " " _ 6i gOzai`s- ��� -, r --it RAINWATER AWAY FROM BARE SOIL AND DISTURBED AREAS.DO NOT MIX GLEAN RUNOFF FROM A PLASTIC COVERED vb, .. 1�BI y I Ill` L o! "O .,(`" t`" t(;"!1_ 5'V SLOPE WITH DIRTY RUNOFF FROM A PROJECT. BELOW INLET GHAT DEVICE ice - ` avE ZEurA Swiss rB.) � \ GI 4 111 Ili"h °4 Bazk trench wilt) --� �f -ic,V III I� �I]-- Iata._ t r native soft or "- vx�i;e'�i j'�. cr.r,✓.,1r. °I f. 11 111 'gym i r%4 f y I-1t a, 11 , 1.5'washadgravei , OWNER APPROVAL \ i2 \�\; \ kro... r. vnsAnlINOTON / �N./`f / f r°'� I , - as aEa oAen x4 t trench \f\ l\ (3rnQves vAlt C:dtidi S'Cd f fYdtt±_ --y (�" _ LANDx^P'E"',"^E°r 4n ., INITIAL: ;With_rarrirt9N.andOft:man iur„1; -ifl Ill I-11"-I Iteti '1 - { } i-111 11- ll of i11- AI , _ PAGE ' III! Ii 1 . I1IIIIfiIIOf "" • IF r -TT. MOMETRICVIEW cENnFICR1E NO 000590 r'x2".-,+ca".posts steel ,I . , IIII <I_;. 1, ;v-.I. .�,. uhL,. hos. er t...,iVt I,•nt I 1....-, '..,.era .. NQT. SCALr= ! f iture Ii �{ 1 5 Surface 11 • -ry STORMY DRAIN .. U.. _.- r . ,_ i �7j°.. (' u lr': i s«.((`r�(�I I I K, I. ,' I � Ce I.K i�1 t INLET PROTECTION 1.� `1 fL� t III._°. i2 $TANDARO PLAN 1 4p.Z0 Oq _ Fence and Contour Cf i o{ }!� uP f` SHEEP 1 OF^SHEET SIIt OF: t1 t.15 klLJ Tilt /�i..^i ri.l:rR' u" Y_- P I r_ -_ AP RUJFJ YCJ.3 PU911CATWN t .. J cr.". I` I C. 1 Inc. I , _C71•� Pasteamkuticti 2 ' 'I''r "-On;-'` 1u ! c S 1 r "1,., ...rl_M-,. .,�.•, : _r�F',..6• LI,:C:`I ,. i.. c"ii:AU!'s. te WMuvw+:una WPa* rMTmw+mb+ i k- C. `J { °_. D,IJyri.ght notice ii`..I(. crg ae missions, 3rut_ ,r ,.,Icr, 1g:cr, I ni a+ior of to ili g. ar 11 _ I. _ _ __. _.. .._ _ I _. _. : nit 1-i I alp _D__..._ �_ g9 it GONG, y� y`` Qom' L5 �i d �s " G �w 'Sae+" C 1E m 9 - ..,,,ag, _._.�.__na._ _STANDARD AN .' o __._- "--._�4_. TEDRIVENAY ENTRANCE __J....STERLING - - I NMAX 20' DRIVE/NAY l4IIDTH PER STR-2S OF ED STANDARDS- v J. STERLING 0 _ VARIES(SEE CONTRACT) FACE OF CURB - VARIES 12"TO 24" - FACE OF CURB -- FACE OF CURB - FACE OF CURB BROOMED (SEE NOTE 1)-- VARIES(SEE CONTRACT) _-" _---- --- "-""--`- S. VARIES 6 12" I 6 12" VARIES FROM 6"(IN)TO Cr(IN)- FINISH(TYP:) ----"-- I _ BROOMED DRIVEWAY 1/4" - 1' U.N.O. �`/�, , /.,_. . - _. _..... 3/8"(IN)EXPANSION JOINT(TYP.) - _,. 1 7 FINISH(TYP.) 1" 1p"TO 22" 1" j MAINTAIN 111:6V SLOPE /ff' CEMENT CONC. PEDESTRIAN CURB(TYP.) SEE STANDARD PLAN F-30.10 (SEE NO E 1) -S ENTRANCE LL (SEE CONTRACT) 1" 5 12" 1^ VARIES 1"(IN) ON SIDE OF CURB S (WHEN SPECIFIED IN CONTRACT) - i / SIDEWALK MATCH ROADWAY R. MATCH ROADWAY 1"(IN)R. I • R MATCH ROADWAY �•/ I I SEESTANDARDPLANF-10,12 ------ - _ _//7 12 (IN)R. ROADWAY - r (TYP.) - z SLOPE ��� / SLOPE . SLOPE 12" N)R. - CEMENT CONC.SIDEWALK CEMENT CONCRETE _ -g r� q _ -- - `- 3"(IN) R. (TYP.) ^SEE STANDARD -•, SIDEWALK \ /�, O -21- !6 of 1/2"(IN) R. ° " v _ . 1/2"(IN) R. ° w R2"(IN) ROADWAY ° '� R"(IN) - ROADWAY (TYP.) �� PLAN F30.1D a if \ * - - __. _l * - a. ROADWAY - �. :-_ .:-__. _.__-t. -._ ROADWAY I MATEADTH ; _., ' "D9 a9 y0. >,% OT\P. . o " NI D •` FLUSH 1,MT11 GUTTER PAN AT CURB , i /`. = �� a \��\� • fP RAMP ENTRANCE- 1/2' (IN)VERTICAL 7 //,G " -� /� J (SEE CONTRACT) `v �� ., 1 LIP AT DRIVEWAY ENTRANCE 7. // \ v ��� DUAL-FACED CEMENT CONCRETE CEMENT CONCRETE DEPRESSED CURB SECTION TRAFFIC CURB AND GUTTER TRAFFIC CURB AND GUTTER AT CURB RAMPS AND - PLAN VIEW CEMENT CONCRETE CURB ,y DRIVEWAYTAPER TYP.) DRIVEWAY ENTRANCES - CEMENT CONCRETE / AND GUTTER(SEE NOTE 3) _-_" CC 5'-0' 2'-6" \ DRIVEWAY ENTRANCE TYPE 1 CURB AND GUTTER -- "--.----" - PLAN VIEW SIDE SLOPE (TYP.) NOTES (TYP.) (TYP,) v . ._.. .._ _ ._ __ - ._. _ _ ... ..._ _, (SEE NOTE.3) TYPE 2 )4 1q 1. When the driveway width exceeds 15' (ft), construct a full depth ~< �? ill 15'MAX.(SEE NOTE 6) VARIES 15'MAX (SEE NOTE 6) - expansion joint with 3/8" (in) joint filler along the driveway centerline. 12"(IN) LIP BETWEEN s^-'rx' r; GRADE (TYP.) '(SEE CONTRACT) (TYP') See Standard Plan F-30.10. Construct expansion joints parallel ,,. ROADWAY GUTTER a 1"(IN) R. CEMENT CONCRETE NOTE BREAK GRADE _ ,- GRADE BREAK- with the centerline as required at 15' (ft) maximum spacing when ' AND CURB,OR SEE '` \`- 12"(IN)R 8" (SEE CONTRACT) (SEE CONTRACT) , re CURB RAMP, LANDING, .. BREAK ' NOT STEEPER THAN a ddVBWa -- - --- -- ---i CONTRACT PLANS . c y CEMENT CONCRETE OR 12"(IN)R. a i * * y widths exceed 30' (ft). I- , ;,.,, Y to ASPHALT CONCRETE r 1°(IN) OR DRIVEWAY -_,_.__.,_,�- �\ ROAD GRADE � _a--- i s ENTRANCE 1. See Standard Plan F-30.1n for Curb Expansion end - 2, See Standard Plan F-30.10 for sidewalk details. 1/2"(IN)R. (TYP. SIDEWALK OR PATH VARIES FROM f R Contraction Joint spacing and see Standard ` ! . f- ) * , -_ DEPRESSED CURB AND 6"(IN)TO 0"(IN) Specification Sections 8-04 and 9-04 far /' 3. Curb and Gutter shown; see the Contract Plans for the - iG I I, `\ GUTTER(SEE NOTE 3) .Y additional requirements. PEDESTRIAN RAMP O- W 1 PEDESTRIAN RAMP curb design specified. See Standard Plan F-10.12 for 5li a I 3/8"(IN)PREMOLDED JOINT FILLER CEMENT CONCRETE I<. SECTION A 1 --- Curb Details. 1 ' - "'� m 3l8"(INj PREMOLDED O 378"(IN)EXPANSION JOINT(TYP.)- DRIVEWAYsl (WHEN ADJACENT TO CEMENT JOINT FILLER " SEE STANDARD PLAN F.301p 4. Avoid placing drainage structures junction boxes (SEE NOTE 7) SIDEWALK •- DRIVEWAY RAMP CONCRETE SIDEWALK) or other obstructions in front of driveway entrances. 3(8"(IN) EXPANSION JOINT(TYP.)- _ 1 'xiss o 1/2"(IN)LIP BETWEEN SEE STANDARD PLAN F-30.10 z ROADWAY GUTTER 5. Where "GRADE BREAK" is called out, the entire length of the SECTION ( C J SEE CONTRACT) (SEE CONTRACT) AND CURB (OR SEE line between the two adjacent surface planes shall be flush. �--� _.c CEMENT CONCRETE PEDESTRIAN CURB CEMENT CONCRETE PEDESTRIAN 3 CURE - ( CONTRACT) LEGEND § AT CURB RAMPS, LANDINGS, 1/2"(IN) R. 6, The Pedestrian Ramp length is not required to exceed15 feet AND DRIVEWAY ENTRANCES (TYP.). ti. DEPRESSED CURB (unless otherwise shown in the Contract Plans). When applying - - SLOPE IN EITHER DIRECTION " (SEE CONTRACT) AND GUTTER the 15-foot max. length (measured from back of sidewalk) the 1.5%OR FLATTER RECOMMENDED FOR - J . ° --->, * .. (SEE NOTE 3) running slope of the peestrian ramp is allowed to excee 8.3%. * DESIGN/FORMWORK(2%MAX.) ' r c �TRI • Use a single constant slope from bottom of ramp to top of R FLATTER RECOMMENDED FOR 0'TT z u O p- (' 7.5%O TE R C ED CZ,L DRIVEWAY RAMP J ramp to match into the sidewalk over ahorizontal distance * * ° 4F Ms ""�,,;. ' =1 4 OF us/77 4 ` Of 15 feet. DESIGN/FORMWORK(8.3h MAX.) Aki, -,_ \ )ram Se LL z " .`� +1 \ < 3/H'{IN) EXPANSION JOINT - (SEE NOTE 6) '`�" h " O T' w FACE OF CURB FACE OF CURB - FACE OF CURB '(' •cY' \� DRIVEWAY SEE STANDARD PLAN F-30.10 5 3 -• VARIES 12"TO 24" a 5 - (SEE NOTE 7) 7, Beyond limits Shown. Pay item does not Include driveway. . •. -,) r a - FACE OF CURB p �-- 7-1 w /'\ See Contract Plans. 0 m VARIES 71/4" W '` wC = o SECTION ( B l '"6 1" 10"TO 22" 1" 6 12° 0 `.../ _ "CEMENT CONCRETE DRIVEWAY .• - MEI .. ra a; -1 ENTRANCE TYPE 2"PAY LIMITS f '•� O (SEE CONTRACT) 5 12" 1" 1 12"(IN)R. "CEMENT CONCRETE DRIVEWAY O CONTRACTION JOINT(TYP.) -SEE STANDARD PLAN F-30.10 O/ q�, 2seeo 0� +' ,;., aQ, OA .9,, 34363 Qq Q+ w FOR RAMP LENGTHS GREATER THAN 8'-0"PROVIDE A', 61 S1 ER .*�` 'J r_• 1"(IN) R. 1"(IN) R. 12"(IN)R "J� 1"(IN)R. cti C1 S TOY l� ENTRANCE TYPE 1"PAY LIMITS '6 U ,. -T '� ( 1/2"(IN)R. ;.� Bs,IQNAL �'•�Q m CONTRACTION JOINT EOVALLY SPACED 4'-0"MIN. OC. 570w,AL �,,C• `.. L. - 1 ROADWAY - } ROADWAY _ o 1 DR z tlr,s att co ,s• D > m.. [ ROADWAY , ROADWAY . Harry,Edy IVEWAY FIR", m I2xo16n:26PM D y • ° " May 62014,3:31PM (SEE NOTE 7) �, DRIVEWAY _ l ' _ a _ y. e . Y O -r (SEE NOTE 7) - GeftllET CONCRETE O + // \ pgay� yam,,,d�,�y,� g�py c..6,y p V ! D ,• 9 • , D > •. . &"' I� ., ' �" Y DR®W E®g'T6 9 N L o6iPo: i3CE Z •,: r 1+ ' ' D •. . CEMENT CONCRETE ILIRS. CL 4000 CONCRETE A - • D a 9 n '/ A TYPES '1 y 1 1 Q/ • CL. 4000 CONCRETE ,.- ' PER STANDARD SPEC.8.06.3 S. " D . STANDARD PLAN I--'I a"1 2-a3 PER STANDARD SPEC.8 06.3 r -41 ' TANDARD PLAN -sa 1 a-a4 lLl Q /� Q ., 1 3/4"d �-1 3!4" 8 1/4" 8 114" SHEET 1 OF 1 SHEET = �' SHEET 1 OF 2 SHEETS -I "" APPROVED FOR PUBLICATION ��,i'/- i' APPROVED FOR PUBLICATION Da K cm°ann tint - ' ,F-bJ.�_. Jun 112111d 135 PM / ", ems . n Jul 152016&A PM - FF""""^""`S"TATE DESIGN ENGINEER t ISOMETRIC VIEW ISOMETRIC VIEW STATE DESIGN ENGINEER DUAL-FACED CEMENT CEMENT CONCRETE MOUNTABLE CEMENTWashington Slate Department of Transportation Washington 5ime Deparlmont of Tmmrwelolion I \\`-- ' / i r- in ele TYPE 1 _ PAY LIMITS - TYPE 2 - PAY LIMITS CONCRETE TRAFFIC CURB TRAFFIC CURB CONCRETE TRAFFIC CURBI I T�k ® a 1 �io �...K - a . 1 - V A N BAN 0 ` MAX 20' DRIVENAt Y'IIDTH PER STR-2S OF EDS STANDARDS - < Z 2 1•-D" 6" SIDEWALK - SEE 0C, 612` - 2 'VARIES -..- 2 - FOR SIDE TREATMENT SIDEWALK 8 1/2" GROOMED - 3/8"(IN) EXPANSION JOINT(TYP.)- FACE OF CURB -\ (SEE CONTRACT PLANS) rt (SEE CONTRACT) «-- -- CONTRACTION FINISH (TYP.) - SEE STANDARD PLAN F-30.10 1'-0"11'-0" SEE OTHER SIDEWALK SECTIONS (SEE CONTRACT) \ WI 0 i 'cl 8 JOINT 512" 1" Lrr _ V 2 1/2"(IN) R. (TYP.) CEMENT �,,o \� �\\",. --------- C- MATCH SIDEWALK WIDTH _ - ,�, 4 ROUNDING 0 12"(IN) R.(TYP.) CURB NOT INCLUDED IN BID ITEM- . CONCRETE -\ , \�� . (SEE CONTRACT) 'r. a f 2.0%MAX, SEE STANDARD PLAN F-10.1Y 0 2.0%MAX,` v SIDEWALK \ '1r v9y�I7 lid , D . . ; X. -�} ° , 'MATCH SIDEWALK WIDTH I- `< etSk,0$ ����\��•�/ ..'-'..-. ' ,. ..,.,.. T . ., V - •. . "(IN)R. °G OADWAY - __ - (SEE ' _ 8 0 _- -__ 6 0 ` " R � * gig. ' . D _ ) _ .i \ SE CONTRACT) �'' i ARIFS '°""°° `� / � v b tt " \ 1 s�Fc.oNTRAc;r �. ��, •.. :' • 9 01 fie C2P SEE RAISED EDGE 3/8"(IN) PREMOLDED SEE CURB FACE DETAILIr. 9 , w _ DETAIL-THIS SHEET JOINT FILLER • a \ \. '"' �� - ; `-, 3/8"(IN) EXPANSION JOINT(TYP) ------ ---- 1-_._T� -/- ' r A .. J �S��" b - - SEE STANDARD PLAN F_30.10 1 Q- ���� - FMNISHM(TYP) iti 18 , „ " WITH RAISED EDGE fa1ONOLITHIC CEMENT CONCRETE • OFINISHED GRADE 1"(IN) BELOW 8" 81/2" 1" '"' +" ,� ` Z "° / \ i- \' E IN- TOP OF CONCRETE SURFACE CURB AND SIDEWALK -+- N, �� ♦F O ", I / O .,\ .sr 2'-0" SIDEWALK --�. NOTE ,- ",. y VI w o„ W. ,, DI 00 _ MIN. (SEE CONTRACT) CURB FACE DETAIL ', ,. 41 EL. - 1. Four feet of the sidewalk width shall be the minimum pedestrian accessible '' aa 12"(IN) R. (TYP.) EXTEND SIDEWALK TRANSVERSE EXPANSION , -. --- ---- �- _ \ -,.-.. �-•- ROUNDING CURB NOT INCLUDED IN BID ITEM- route free of vertical and horizontal obstructions. Gratings, Access Covers, JOINTS TO INCLUDE CURB(FULL DEPTH) , \\ _2.0% 1 20%MAX, SEE STANDARD PLAN F-1012 Junction Boxes, Cable Vaults, Pull Boxes and other appurtenances within the , sidewalk must have slip resistant surfaces, be flush with surface, and match 1 ' • • '- grade of the sidewalk, \ (SEE NOTE 1) y_g" 2,_6" CEMENT CONCRETE DRIVEWAY ENTRANCE (SEE NOTE 1) - _ r Qti�$➢ v 3/8"(IN) BUFFER STRIP(TYP.) J r CEMENT CONCRE R g4 p0 ' PREMOLDED WALL OR BARRIER (TYP) '(TYP. CURB AND GUTTER SIDE SLOPE(TYP.) ® CURB AND GUT I Cft -_ 1` (SEE NOTE 3) (SEE NOTE 3) (A{AN PLAN VIEW JOINT FILLER w \\ _ DRIVEWAY ENTRANCE 1 ADJACENT TO CURB PLAN VIEW (STEEP FILL SLOPES) SIDEWALK �® ❑ TYPE SIDE SLOPE(TYP.) TYPE 4 GROOMED FINISH(TYP.) '' \ g 4''Q Z. �'. THIS ENTRANCE TYPE SHALL NOT BE USED ALONG A PEDESTRIAN ROUTE ao38 .Z< 12'(IN)R. 0 4"(IN)WIDE,SMOOTH-TROWELED °a O ALL CUT � 0" SIDEWALK fZ PERIMt)tR u' °`°'" � i SLOPES MIN. (SEE CONTRACT) 'vtY Ca ` > Apo iiimer1J CEMENT CONCRETE CURB 'n �-d °i o 112"(IN) R(TYP.) •t, oSINtiole. (CURB AND GUTTER SHOWN) N CURB NOT INCLUDED IN BID ITEM- NOT INCLUDED IN BID ITEM �wN° =1 - 2 0°h 1 _ MATCH SIDEWALK WIDTH (SEE CONTRACT) - (SEE CONTRACT) a `* 2.0%MAXI SEE STANDARD PLAN F-00.12 3/8"{IN}PREMOLDED SEE STANDARD PLAN F-10.12 p 112"(IN) R. (TYP,) - `°s.4o Q (SEE CONTRACT) o� Ewm 1`➢OP - -I _ JOINT FILLER A,.. RI ��4 'S =lidFL -. .. •. '•y ` : ' r © ,•. WAY "� _ 1/2" IN)LIP BETWEEN ROADWAY - 12"(IN) LIP BETWEEN ROADWAY oisa401.' ' (SEE NOTE 7) \ - v `Db. 1/2"(IN) R. (TYP.) a iof H,,,,F ,. r•"' •* } GUTTER AND CURB(OR SEE - 1 GUTTER AND CURB(OR SEE Frc z`S 3/8"{IN) PREMOLDED V' ~ � CONTRACT) / CONTRACT) �S�wG a JOINT FILLER \ ,. _ -� \. • • ,( ° wo S➢DEWALKADJACENT'TOWALLDETAIL ! /� Jf. . �.- -j ��" EH�LL BRIDGE OR PEDESTRIAN ADJACENT TO CURB `�� �T�/►., '`�'' •"...- / DRIVEWAY (SEE NOTE 7) "� ' _°P"o SIDEWALK DRIVEWAY w0< G DRIVEWAY -' zg17 $ 3!8"(IN) EXPANSION (TYP.)- DEPRESSED. J RAMP /_ DEPRESSED °zo RAILING RAMP �.� CURB AND GUTTER SECTION F CURB AND GUTTER $5°�a y CONTRACTION JOINT SEE STANDARD PLAN F-30.10 ,�° (SEE NOTE 3) (SEE NOTE 3} N o z BARRIER-SEE SIDEWALK � �.'' J IN SIDEWALK ONLY SECTION E CONTRACT PLANS ,-�rr (SEE CONTRACT) 8 ta- �p`�, CA / • LEVEL tY1" Iy� �ll /FEXPANSION JOINT IN BOTH 1 TRI l)lT' '/ oo°Z~ 1Y2"(IN) R.(TYP.) - 1/2"(IN)R. � + 1. CURB AND SIDEWALK �'.03 F WA C� j t _ : . `Leta 0 6 CURB NOT INCLUDED IN J ! `+ 2.0%MAX SEE STANDARD PLAN F 10.12 ID ITEM imeniu m ' �� h ��[. .. 40 ,f1 _ 4: I / / D < $S o i° FLUSH pool- rtL W� nIv � � � / a'� �o . 0 fay 2w vier r-Allig 1"(IN)R. ISOMETRIC VIEW ,� .� "CEMENT CONCRETE DRIVEWAY °coil VERTICAL WALL- 3/8"(IN)PREMOLDED _ --" ► • ro '� ENTRANCE TYPE 3" PAY LIMIT /\.� "CEMENT CONCRETE DRIVEWAV A - t SEE DETAIL JOINT FILLER(TYP.) JOINT AND FINISH 00 4:.,,,434363 '� 'b� -, ,e./ 9� 28ct _ DET,I. 'Pc4 . 3 3T8„`4 ',4` DRIVEWAY �` `'\ ENTRANCE TYPE 4" PAY LIMIT sl `` ADJACENT TO CURB AND RAILING OR WALL s G (SEE NOTE 7) 11111‘ 7„ / 1 s 8/ \., y RAISED EDGE DETAIL �� � � PER STANDARD SPEC.8A6.3 / - � ,f 70 =3L �� oNdL CL.4000 CONCRETE �• �y 7 ' DRIVEWAY ,._ OYVNER APPROVAL EXTEND SIDEWALK TRANSVERSE '" 3'-0"MIN. JOINTS TO INCLUDE RAISED EDGE. ,r try,Ed ., P ' (SEE NOTE 7) f --�/J�7 a.11cr Swot FOR SIDE TREATMENT SIDEWALK BUFFER STRIP ,{ , .� / /! '•-• - _ �:; Jul 18 2016 7:07 AM -r" McY620143:41 PM / Y /� SEE OTHER SIDEWALK - (SEE CONTRACT) (SEE CONTRACT) l =7^ INITIAL: SECTIONS are" z 1/8"To 1/4" CEMENT T CONCRETE f E �nnENT CONCRETE CL.4000 CONCRETE _ DRIVEWAY ENTRANC PAGE: 12"(IN)R. CURB NOT INCLUDED IN BID ITEM- • SIDEWALK / �,,, '' PER STANDARD SPEC.B-06.3 SEE STANDARD PLAN F-10,12 -J / . ' 7 e� 2.D%M_nxy (TYP.) TYPES 1 2 3 & 4 1L, :. D ,T . ". . . I, ' STANDARD PLAN f-Sa.1 a-a3 STANDARD0.1 a a4 PLAN f-8 • P O o O SHEET 1 OF 1 SHEET �" SHEET 2 OF 2 SHEETS FINISHED GRADE 1"(IN) BELOW TOP OF CONCRETE ' n APPROVED FOR PUBLICATION `-�,_ i - .!'- APPROVED FOR PUBLICATION SURFACE FOR PLANTING-FLUSH IF PAVED / - ' " �'" OF: lt�kmmh tram '*-_ „ice ' (�gwnmq Jcff Jim 112ma I:25 EM } ij S �tcij2a t, Peii Jul 182016.12.22 PM PREMOLDED =ate" �., ��`" ISOMETRIC VIEW ISOMETRIC VIEW JOINT FILLER STATE DESIGN D NINES 7✓ TYPE 3 PAY L,1411➢Tei TYPE 4- PAY LIMITS STATEGESICNENGINEER ----- ADJACENT TO BUFFER STRIP 0) EXPANSION JOINT 7 CONTRACTION JOINT waahingtan Same Department of Transportation Washington State Dapartmentof Transportation _____ ____ ______ _____ ___ _ F"---- f I I GENERAL I [ NOTES p ,fig-p- VI`1L 1�1V I JTRL19J0 ELEVATOR o -I to - a CONSTRUCTED 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ED AS �, l 4' , " r SH,4FT ENCLOSURE I 32,_1„ -- -- _ 7I " ,1-0" 5•-1d, 1.0MN sb b -- ----- � 2.ALL HEADER MATERIAL TOBE4x1QD.F.#2 U.N.O. J. STERLING { I - / 1 BASEMENT SLP+'c �( L 3 VERIFY HEADER HEIGHTS WITH SUPER - I _ - , r co r1 .\ 2,,•_11 vz' , - ` a•-0" _- -1 1 va t i 9 4 I /�1 4.ALL EXTERIOR WALLS ARE 2 x b 16"O.G. 5TUD5, UNLESS NOTED _ I I` ' I - - OTHERWISE. 1/4 - 1 U.N.O. 4 it�� Ab 1 `A6� m I I Ab TIE GRAVITY FED DRAINAGE_- �� 5.ALL INTERIOR WALLS ARE 2 x 4- 1 b"O.G. STUDS, UNLESS NOTED LL Q F- `1 ( �- I INTO STORM DRAIN OTHERWISE. R\ 4\ b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER ---01-21-18 Ft - -- :� ` 4" OF PEA GRAVEL FOR DRAINAGE DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR -II __ , - - �a� 4" OF PEA GRAVEL FOR DRAINAGE-- / Q -��-�9 - --_ O 0 o I 1 \ LOCATIONS. CRAWLSPAGE VENTILATION - t P A6 #4 ,~Gu 24 O.G. TOP PER DETAIL IlAb ° J ° 8 14 ` FOUNDATION NOTES ' GRAN-SPACE AREA: 4,355 5&.FT, ry° ry Li_ n LL I -------_ _ - 1 O'-4 1/2" ------ ---.--L---''a 4,3a5/150=21.23 SQ.FT.OF VENT IS REQUIRED. X tHu.I X till_ X Imo-. - O 24" Oi bb'. 2 USING 6 X 16 FOUNDATION VENTS,44 VENTS ARE U �V k&I I _ 1. ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE @FROST DEPTH. ." #4 @ O.G. �} REQUIRED. ONE SUCH VENTILATING OPENING z z z I _ CENTERED IN #4 @ 24" O.G. r I SHALL BE WITHIN 3 FEET OF EACH CORNER OF 3 �]- 2. JOISTS MAY RUN PERPENDICULAR TO DIRECTION SHOWN. Z WALL TYP. THE BUILDING. 2015 IBC-1203.4.1 0 GRAVITY FED DRAINAGE IN GRAWLSPAGE I 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. s 0, q„ 0,- „ O-6" 01_q„ C FINAL LOCATIONS OF FOUNDATION VENTS TO BE '' �:. I - DETERMINED ON SITE. .1 . I ✓ L - L _J ( 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. CI - --- 9'-4 1!2" - - ''c -\ - - �, A._ ---- I ®` -...--- 21•-11 trz" -- ------ --- - 2._0' ��,7-3v2° -_2'A"�,�--z,-7" `4,-2.O"-4. 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. 2 11" O.G. MAX EACH YY I _ v _ j e. . -" i r I i - b.ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. ; ,� 0 pp _ -- 11 -1O 1/2" --- -- - I I -- A6 1'-51/2 _3yA. I \ I SIMPSON HANGER TYPES SLAB REBAR, USE MIN. ( I ni - f ,� ; - __.._.__� ¢0 ( I y #4 11" EACH WAY, - o 4 -, MARK TYPE SIMPSON HANGER MODELS E MONO POUR FOOTING A5 I s°xz4°CONCRETE FOOTING ry = / J 1.AG/AGE 4. BC @ ONE SLAB FOR ELEVATOR SHAFT \, `� a4'-31/2" -- 8"X24"GONGRETEFOOTING n 8"X24"GONGRETEFOOTING n / 3" FROM BOTTOM I I- - ,� _ _ - _ J - POST GAP ` j } • 2 LGE -7 �-8 �`� A / : S -t 8 3. RTC L s " IT_ S. I -, 5"X 24"CONCRETE FOOTING I ry � / 1.ABU e 16'-2„ X 51,_y„- - POST BASES 2. ABA I a 1 ( ELEVATOR PIT DETAIL I 1. A2.5A SCALE: 1 /2`+ = 1 ' o TRU55 SEISMIC & n 4' OF PEA GRAVEL FOR DRAINAGE---` n 4 OF PEA GRAVEL FOR DRAINAGE -- -T� 2.H1 ili HURRICANE TIES ELEVATOR _ �� 10 w , r LL CONSTRUCTED AS 6 ---- GRAVITY FED DRAINAGE IN GRAWLSPACE . - _l 5H4 EXP. BEAM SEISMIC HGA SHAFT ENCLOSURE - len ' '_ & HURRICANE TIES - - - a .! I § I - $ \ .._i e Ab I $ 1. ITS ; - k rt.; 1 . a; x / r r a- ._ _--- , s I TOP PER DETAIL 1lA6 - I GRA 4"X 30"MIN 5 - J 24"X 30"MIN. I-JOIST HANGERS 2. MIT/HIT I 3. IU5/ MIU ,"r 16 Li 'f'�._.�#4 @ 24 O.G. >, :-I - __ ;__� ._.. . . _-------- -33,.1. - __ -, 1 'Su_ � ,I "- - - -- -- --- 8'-1 1/2"- - _-. (- _ - ( Th ( FACE MOUNTRS LU5 4. L55U z I I r b"X 24"CONCRETE FOOTING 9 5"X 24"GONG ETE FOOTING 9 . I r SH6 2. HU5 5- 5KH - =_; T'1 I CENTERED N b ' 1/2 --- - ---- -.-38-t0 �� Ixo" JOIST RANGE it ► r` C @ „ , 'o / ---.-_- - - 3. TAUS CUSP HANGER) 24" j #4 24 O.G. / + S' 8"X 24"CONCRETE FOOTING 8"X 24"CONCRETE FOOTING R '-1 / GLULAM BEAM AND 1. Hu 4. HHGU Cr Z V 25 04-8„ ° WALL TYP. 0'4i � ) C- n q 7- 0'- I" ' -\ - ----- b'-11 1/2"--.-. - ---- \ \ --\0'-9" - - - - f -I DOUBLE SHEAR 2. HUG (USE OFFSET �_ HANGER FOR 8 8 I JOIST HANGERS 3. HUG& EDGE OF DECK) tt, / 11,' OG. MAX EACH WAY r n r Ab o� _ � Abi o _' @ r 8 I NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. CA { 9v "',I72P, CONCRETE FOOTING ' I m �1 f e =1 cc) } ° = - 1 1 r r = 8 X 24" o xa,-0„_. 10-3" \Ab/ 2 Cl • ._1. / X 24 CONCRETE FOOTING. I II,, M 18„ „ RET OTING I . To- 9 5112" \ ~ 4 74- n S I I j 8"X 24"CONCRETE FOOTING 3"X24"GONG ETE FOOTING N a - SLAB REBAR, USE MIN. MONO-POUR FOOTING A5 1 - -r -� - - - - - -I . t" r-11 tn" z-3 t tt a" --I-: 1 Z #4 11" EACH WAY, ONE SLAB FOR ELEVATOR SHAFT = � 111 3" FROM BOTTOM 8 8\ I 71- N + CONCRE E FOOTING I ,w I m f o - I I- r l j - - I . I I 8"X 24"CONCRETE FOOTING = /" ELEVATOR PIT DETAIL \ 13'-101n" ,,_ 6-1 vz' 7-o^ T T-111t2 - J -�- Q SCALE; 1 r2" = _ ( Ab1 a2'_o,n • o ` tYX 36 GONGREtE FOOTIN Y G 't 4" OF PEA GRAVEL FOR DRAINAGE-- -, f I -SLAB REBAR,USE MIN. I _- 4" OF PEA GRAVEL FOR DRAINAGE .-_"._-.-.� q¢ �&`� _.J 1 m m ((�O� 64 77"EACH VW. I -� 0 9 • I`., � .`- 9 1z 3"FROM BOTTOM < I �,- tn;1_ , -ier tu_ tZ CS4, GRAVITY FED DRAINAGE / r SLIME o orR 0'6^ " Z I. tuna WAS) 1'6'_\ m ! 0 O da LL 0 I O IN GRAWLSPAGE Flo e LLB I N �I=. / r 1 n SEE A1/A5 FOR MORE ELEVATOR Z to �.•� o BUFFER- tzs. ;4 2 FOUNDATION SPECS. IL d r I I-' I 3'-T 3/a^- 1.I I - Cr SEE ELEVATOR DWGS FOR ADD'L __ (K _ ' L -? 1I 1 i-} I_-m'4- , (. REQUIREMENTS y-e.3 m w } e /'- '1 \ C �' 1 AFU 7-- - r-III 5"WIDExa"HIGHELEG.RACEWAY, \ O I i ) ,, / / a ` I 3 x 5"PIPE SLEEVE,LOCATIONF- i A6 ) TO BE COORDINATED WITH - - i, - (4) #4 IN o L , / _ _ co Q y ADDITION TO ts-----J, " -- - --a-pELEVATORSUPT. ✓ -•-� 11'1 I N -0'-k' NI �dFOOTING &T. i ✓ L r „ a ✓ �' _ ✓ a SLAB BARS 0' 4" 0' 10" 0' 4". - - - \- 30'-5„ r \ -- --14'-0"--_ . L. ) smats ° ° \. _ rt_q t'-57l2" I -22 b112"- `� $yea wiz. rcos 1 3" - _ - 5'-5 1/2' - - '- 1' 6" 1' 3" ! 23_11„ \- 111-0" ------5'_o""--- it o _ � ._ _ �zoINT �� II k iota- _ O / I a- :o / / o o a \ 14'-11"- .- x - ra O m ,1t4 11"O.G.MAX EACH WAY "� .;1 / rah //Q SLAB REBAR, USE MIN. pa �+ �+ W� n 19 s p h j #4@11" EACH WAY, - en vSj I min (9It 673d . ag¢ _ O UO 3" FROM BOTTOM 10, • ,� -' YetGiek^ pf, t oo=9.6- - s BUCKOUT FOR A "' SUMP LOCATION - ;_A. __� a U o, 6" CONC. MIN. i SUMP SUC,KOUT DETAIL Z %szw itiSCALE: 1 /2 = 1 D g= 6'-2 1/2" -- \ 3'-5" \ a i SLABS s • ALT 1 - HOEDOWN - EMBEDDED STRAP TYPE r , V owa * SUBGRADE: U5E STRUCTURAL FILL OR NATIVE MATERIAL, COMPACTED TO 95% RELATIVE COMPACTION- IT 15 STRONGLY * M . CAPACITY: GOOD FOR 2185 LB UPLIFT. IL fi9Efi`Ei RECOMMENDED THAT ALL STRUCTURAL FILL BE CHECKED BY A GEOTECHNICAL CONSULTANT. * HOEDOWN: USE L5THD8 FOR NO RIM JOIST CONDITION. ,°; got # ' + ,, --------- J\YP..1V PLAN* UNDER SLAB INSULATION: MAY U5E XP5 OR EPS RIGID FOAM WITH MIN, 25 P5I COMPRESSIVE STRENGTH UNDER SLAB. - FOR RIM JOIST CONDITION USE LSTHDBRJ. f , `' II F r LAN AREA OWNER APPROVAL NAILS: USE 16, 16D TO FULL-HEIGHT STUD A5 FOLLOWS.IF USED, PROVIDE AND INSTALL PER MANUFACTURERS RECOMMENDATIONS. i ' - ----- MAIN FLOOR 3 921 SQ.FT. INITIAL -- * SLAB THICKNESS: USE 4" MINIMUM. * STUDc USE LARGER OF: KING STUD AS SPEC°D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. '&k< f r ' e�4?.``��r ✓.a+f: ,- PAGE: • REINFORCEMENT: USE ANY OF THE FOLLOWING: ALT 2 - HOEDOWN - BOLT TYPE. 2ND FLOOR 4,200 SQ.FT. - MINIMUM #3 REBAR AT 24" O,G- EACH WAY CENTERED IN SLAB. -- Alai. .Y I HOEDOWN: USE HDU2. aii WELDED WIRE FABRIC, MINIMUM W2.9 X, 6 X 6 (6 Ga.) CENTERED IN SLAB. SPLICES OVERLAY 8" MIN. 3r `�,`_ ,; - -_- 3RD FLOOR 4,098 SQ.FT. LAGS: U5E 6 SLS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE - - FIBERMESH PER MANUFACTURERS RECOMMENDATION. * ANCHOR BOLT: IF NET SET, USE 5/8" DIAMETER 55T816, OR 5/8" ALL THREAD WITH NUT AND 3" WASHER ON EMBEDDED END., UTILITY/MECH. ROOMS 552 SQ.FT. * CONTROL JOINTS: MAXIMUM RECOMMENDED SPACE - 8' O.G. EACH WAY. THIS i5 A NON STRUCTURAL ITEM AND • TOTAL LIVING AREA. 12,111 56 FT, HELIX MICRO REBAR, MIN 5L85 PER CUBIC YARD. MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 1O-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3 COVER AT MAY BE CHANGED OR OMITTED BY OWNER. BOTTOM OF FOOTING. _ * VAPOR BARRIER: USE MINIMUM 6 MIL PLASTIC VAPOR BARRIER UNDER ANY INTERIOR SLAB. - IF ROTOHAMMER, USE 5/8" TITEN HD OR ALL THREAD & EPDXY, WITH 6" MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL. ENTRY PATIO 145 50.FT. J. STERLING - CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION - I/ i BRACED RETAINING WALL - TOP OF WALL 15 CONNECTED TO FLOOR DIAPHRAGM R-21 INSULATION- i 3 1 1/16 0 MATERIAL J. STERLING \ SIDING MATERIAL \ 1116 05B r BRACED RETAINING WALLTOP OF WALL I 7/16 05B \ 1/2" SHEETROCK-- 1/2" SHEETROCK- NAILS OR SCREWS 2 / TOG STGGD i `- G 3/4" SUBFLOOR I 1/4" = 1' U.N.D. �' 3/4" SUBFLDOR _1 A B C D E F V W X Y Z _.. - L .- - I � OPTIONAL 4"SLAB a Y 1 - - (GARAGE,PATIO) o A B C D E F G V W X Y ZrH ' e I ( - w - -- - U a, - _NAILS 1N BLOCKING -..___ -p ey�q n LENGTH -A35 TYP. I LENGTH - FLOOR JOISTS / I S: - \, 01-2 f`15 iy RETAINED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT VERTICAL HORIZ. FOOTING FOOTING / FLOOR JOISTS (JOISTS PARRALLEL ONLY) RETAINED NALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT VERTICAL HORIZ. FOOTING FOOTING 1ryy rc HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING "" SPACING REBAR @ REBAR REBAR TRANSV CONT. I REQ IF A ONLYN' I HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING SPACING REBAR�l REBAR REBAR TRANSV CONT. -- , 02-2 (-1 DOT. L BEND ,G OPTIONAL 4"SLAB BOT LBEND ' --- - -_-. l 4 ._:._._ I I !� -._-_(GARAGE, PATIO) I---- -_I ' Ci c _ I - ae u u -} a NOT oil 24" 24" / F- 0' 4' u u u 12" NOT as „ 24" 51MP50N HA GER — U O' - 4' CENTERED 18 6 6 12 NOT #4 @ #4 @ N/A (2) # 4 1F JOISTS PARAI l FI -1` Q - CENTERED 1 8 6 6 REQUIRED b #4 @ 24 #4 @ N/A (2) # Q JF JOISTS PARAI i FI __ _ `� I O -INSTALL"G"BLOCKING W_- d. -INSTALL 'G' BLOCKING E IN(2)BAYS. IN(2)BAYS. I- w 4' u e u 24" n u 56" u u „ 24" 24" -SCREWS OR NAILS 1 - b 5 8 b 48 b #4 @ 24 #4 @ #4 @ (2) # 4 E 4' 1 "- 6' S" 24" 8" b11 56" 48/e 61e #4 @ 24" #4 @ 24" #4 @ 24" (2) # 4 R NAILS 3"0.C.THORU SUBFLOOR 1^� • \D 3' O.G.THRU 5UBFLOOR A — ----`---- - rj ~ w -- A I. , a u - e 6" 32" u u p,u u n 16" " " GRAWLSPAGE ' 18' MIN. x m a u a • u n n h w u " GRAWLSPAGE 1b"MIN. J v ( �,. b 1 8 1 0 b 28 28 8 #4 @ #4 @ 1 #4 @ 16 (3) #4 BELOWIGRADE '0 _ GRADE J z b 1 a b• 32" 1 o b a8 28 a #4 @ 16" #4 @ 18 #4 @ 16 (3) #'/} BELOW u u n u �� F" Il.I X ._ O — -- X Si 1" 10' 8" 42" 10" 8 18 1 PJ 8 #5 @ 14" #5 18 #5 © 14" j 4"TIGHTLINE u 10' 4aa at /�ea u n u " " — --14" a 1 4"TIGHTLINE m @ (4) # 4 1 X 4 P.T.EXPANSION JNT.- -, II�1'`° EXT.WALLS ONLY DI Z al 1 - 8 42 1 V 8 18 18 8 #5 @ 14 #5 @ 18 #5 @ (4) # 4 1 X 4 P.T. EXPANSION JNT.- I(m R-10 \ ,i'._ p ----- R_10�; - EXT.WALLS ONLY z0 - — \ . I t — -CONDITIONED AREA SLAB LLw — w h CONDITIONED AREA �B \ Ir__- „-----_MIN LAP SPLIICE 24" Z ON GRADE o Y -_......._--MIN LAP SPLICE=24" , �. o 11 bII ON GRADE 4,-- its SLAB OR FILL-SEE OTE#1 - B----' ` ( " GENERAL NOTES: NOTE #1 LAB OR FILL-SEE ruoTE#1 B - w 41 GENERAL NOTES: NOTE #1 * COLUMNS G, D, E, W, X, Y, Z, ARE MINIMUMS. MAY USE GREATER. FILL OVER FOOTING IN GRAWLSPAGE \ * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS- MAY USE GREATER. FILL OVER FOOTING IN CRAWL5PAGE R_10 FOAM * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. WHEN NO SLAB 15 NEEDED. WR10 FOAM D •c.__ • DRAIN ROCK * COLUMNS F, G, ARE MAXIMUMS. MAY LESS. I^IHEN NO SLAB 15 NEEDED. VW 10 MILVB D _ L. r • DRAIN ROCK k UNDER, MIN. \` 3 .-. t— ��1 _.. �-- - '—'- , t-- y (, �,e 4„PEKE --- __._- __._._ --_------- ----- UNDER. MIN. , -3" --T--�/ ii 4"PERK 'OE w * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF -—_ _ ,� i * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF RETAINED HT.(A) FILL REQUIRED 6 MILL VB N- (EXT.WALLS ONLY) `ys. RETAINED HT(A) FILL REQUIRED b MILL VD (Exr.WALLS ONLY) a s.: IF NO SLAB 1.._v _ O -4 --- NONE -_.-. IF NO SLAB �—�/ ," * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. p' 4' NONE �, * MAX LOAD - 3 RESIDENTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. G__ �• , * REBAR MINIMUM GRADE 60. 5'-6' 12" TOE HEEL * REBAR MINIMUM GRADE 60. 5' - 6 12" TOE HEEL * CONCRETE MINIMUM fc 2500 psi 7 e_—_-- 18 * ASSUMED 501E BEARING PRESSURE: 2,000 PSF CONCRETE MINIMUM fc 2500 psi - - _--- -_-- ASSUMED 501E BEARING PRESSURE: 2,000 PSF ‘4rt .bra,, ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR W q ALL CALLOUT. '- 1o' 24" ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. q' - 10' 24" 3 tii -- -- --- NOT TO SCALE NOT TO SCALE ,. �� \ � C -SIDING MATERIAL NO FLOOR --SIDING MATERIAL 4 j RETAINING WALL - WALL HAS FILL ON INSIDE WITHIN 12" " -- AL 2 CANT. RETAINING WALL - TOP OF WALL IS NOT CONNECTED TO FLOOR DIAPHRAGM t/16 a5� l/1.60$B , �� ��� 12" MIN. . - .� _ y 2 X 6 WALL \ PONY WALL _ 1 X4 P.T. EXPANSION JNT- ._..._.. _ ------ y R-10 @: , - ------- - --- ---- - 2 X 6 WALL A B G ---,D E F G V W X Y Z - BASEMENT PERIMETER A B G D E F G V W X Y ABOVE CO CONDITIONED DE DAREAS S' 14. ��� LENGTH — ---- - -------- - ti - ---- ---..-. .__. �° LENGTH I 4^SLAB F �� F- C 1 6" MIN. I 0 UNBALANCED WALL FOOTING FOOTING WALL ANCHOR BOLT BLOCK OF VERT. VERTICAL HORIZ. FOOTING FOOTING b-11 ua RETAINED WALL FOOTING FOOTING WALL - ANCHOR BOLT BLOCK OF VERT VERTICAL HORIZ. FOOTING FOOTING 1' - HEIGHT POSITION WIDTH HEIGHT THICKNESS SPACING"" SPACING REBAR REBAR REBAR TRANSV. CONT. A - I p HEIGHT POSITION WIDTH HEIGHT THIGKNE55 SPACIN& SPACING REPAIR REBAR REBAR TRANSV. GONT _ DOT.LBEND ABC BOTLBEND .--'GRNAILSPAGE Q ILI Q -' - o _ u u u SEE NOT u „ „ R-tOFOAM R-1 O FOAM- U u u u SEE NOT `�� u u u '� --__- E [L� 0' - 4' CENTERED 18 6 6 SHEARWALL REQUIRED 6 #4 @ 24 #4 @ 24 N/A , --(2) #4 W!10 MIL VB E w O - 4 CENTERED 18 6 6 5HEARWALL REQUIRED b #4 @ 24 #4 @ 24 N/A (2) # 4 UNDER,MIN. 24' MIN. m \� �i W-- F- U 18 #4 244 18W4' 1 "- 6' 5 6 #4 @ 1 a #4 @ 24 @w i I ----------_ 4' 1 " 6e a 24" p,a .e SEE NOT 6" -.. @ " @ re i @ " (3) #4' - A z`11 24" b., gu SEE REQUIRED "� ��- �� �� 1�" (3) # 4 3.. v 6 SHEARWALL REQUIRED -44 /_ i� --J - !l V SHEARWALL y 4"TIGHTLINE Z CI 1. ---p,--- ----- -- da E NOT b 1 8 6" 36" 10" 6 SHEAERWALL @ ' @ @ (4) # 4 o b' 1 " - 5' 1 36" 10" b SHEAERWALL REQUIRED 8 #5 @ i 1 #4 @ 18 #5 @ 11 (4) #4 A e se ---'. n NOT n `�� -. .'�.. " ----- X — w u ee --- ..-.. NOT at "1 \ „'. ' - (*lull 18"MIN. in REQUIRED 8 #5 4E4 1& #5 110 __-- a pp,, /y - X ! BELOW GRADE 4 e ee - e to " " ., SHEAEEE REQUIRED 11. / @ " @ " @ " t4) # 5 0 Sa 1 ee - 1®' U 4V" 10" 8 SEE S� #5 q #5 18 ��#5 q ,iI'.� p 8 1 10 8 48 10 8 8 - #5 q #5 18 �# q 2"aR. iL SCREENED 2"PVC MIN LAP SPLICE=24" W SHEARWALL REQUIRED @ @ ,.@ t4) # 5 R1t0X 4 P.T. EXPANSION JNT:----�\ �" _--2"GER. I di _-- _ - `\ -CONDITIONED?REASv \\ ---- - w U-I WEEP HOLES 6'0.G '� L I w �,.� �� -- --- -\ / \ ON GRADE \ MIN LAP SPLICE=24" m `� � %� - -,\ 4"TIGHTLINEI / \ bII Z I.L-� ci .._- / _.- 18"MIN -" _ LU GENERAL NOTES: 11I , '^■ O �, Z- -\ Y-- ___.B_„ % . . 24"MIN FOR GENERAL NOTES: / SLABORFILL-SEE OTE#1 --B----� J �+ , A v 10'WALL i NOTE #1 d * COLUMNS G, 0, E, W, X, Y, Z, ARE MINIMUMS.MAY USE GREATER. I � 1 * COLUMNS C, D, E, W, X, Y, Z, ARE MINIMUMS:MAY USE GREATER. FILL OVER FOOTING IN GRA 4LSPAGE _s - +� - --- N- 0 a Z . * COLUMNS F, G, ARE MAXIMUMS. .MAY LESS- D _ - «, DRAIN ROCK * J9 WHEN NO SLAB IS NEEDED. R-10 FOAM \\ i. - c- DRAIN ROCK 4 COLUMNS F, G ARE MAXIMUMS. A1' LESS. NV 10 MIL VB D __ `-- _.____ ...___ -___.---_-- _--__.__ _..._. ._._ UNDER, MIN. -I .._3 f�— '. ( i 4"PERF. * ASSUMED 501E BEARING PRESSURE: 2,000 PSF 3 e a°PERF. * ASSUMED SOIL BEARING PRESSURE: 2,000 PSF - --- - RETAINED HT (A) FILL REQUIRED 6 MILL VB -- * MAX LOAD = 2 RESIDENTIAL STORIES AND ROOF IN/ 25 PSF MAX SNOW. V * MAX LOAD = 2 RE510-E1dTIAL STORIES AND ROOF W/ 25 PSF MAX SNOW. o' - 4 NONE IF NO SLAB �`` G �� / — —7 * REBAR MINIMUM GRADE 60. TOE '-----HEEL * REBAR MINIMUM GRADE 60. 5' - 6' 12' TOE NE EL 0 CCV * CONCRETE MINIMUM fc 2500 psi * ASSUMED SOIL BEARING PRESSURE."2„Q00 P5F * CONCRETE MINIMUM fc 2500 psi 1'- 8 1a' --_.--__ * ASSUMED SOIL BEARING PRESSURE: 2;00QP5F ** ANCHOR BOLT SPACING - USE LESSER OF THIS OR SHEAR WALL CALLOUT. )ANCHOR BOLT SPACING USE LESSER OF THIS OR SHEAR WALL CALLOUT. q 10' 24" IL I ( a NOT TO SCALE �' �i - NOT TO SCALE 4- O N , A 7/� - / / o �..v f� 3/4" 055 2 X WALL �" 12" SONO-TUBE � II i 6 X b P.T. POST ./ 2�< 11 718" BGI JOISTS k•i'�II 'I Is� R-21 INSULATION aZ°* =W I01 ABU66 POST BASE � <In �� (WHEREfNEEDED) GARAGE DOOR �a�g" N \ ini 1 i ,- zro"� R-38 INSULATION f \, i BUCK OUT FOR GARAGE DOOR I--- c s, w Q I I I 1/4" X31/2" DRIVERAINL :w " -_ d an „ 1/2" SHEETROCK `., 4" CONC. SLAB OVER b MIL MH CONTINUOUS BLOCKING 0.-... tK 48 f VAPOR BARRIER ON j� „�„ V (4) GRADE 40 #4 REBAR \ \\\ GRANULAR FILL = 6 STUDS / VERT. HOOKS RGONDi "14 -c 2 X STUDS 16" O.G. WITH / _ \I �� CONDITIONED / `, Z 6=riwg DOUBLE TOP PLATE. `\ ® ct3 ON GRADE \. ; 2 X TREATED PLATE _ nc-q -1 "� (4) GRADE 40 #4 REBAR d�UO w 7 pzt°° - ¢R° 'F 1 l4" X 3 1/2" DRIVE RA1NL 1 - b — Ct� 1a �©aa EAGHWAY � F�' 48" O.G. _ _ i' Vo Js\ �/� R-10FOAM - \ • IV // �jb' a� `; �tVia et „gz2 TREATED SOLE PLATE = __ �/ vm1oMILVB .o/� \ �` `Pr `, cc;thrgo;z a _ e� UNDER, MIN. - 2 GRADE 40 p"g° ! \_ ) J Y. \ #4 REBAR 40 #4 REBAR / �c ' so" ;6 8" X 24" GONG. FOOTING W/ I / b (3) GRADE 40 # 4 HORZ. REBAR - MAY VARY-PER PLAN--- % � w° N. i ltr i O a q L. "� 6 MILL VAPOR BARRIOR ,/ / :ityi r UNDISTURBED SOIL 7' OWNER APPROVAL / / �� ! INITIAL: j' PAGE: / 11-6041 am, / - N l � `) STRIP FOOTING & PONY WALL Il l POST FOOTING ��� THICKENED FOOTING (� \ TYPICAL FOUNDATION WALL @ GARAGE DOOR ,, 8 ;, SCALE: 1 " = 1 ' ' SCALE: 1 " = 1 ' \ 6 , SCALE: 1 " = 1 ' - SCALE: 1 " = 1 ' OF: • GENE L NOTES FLAN AREASJ. STERLING? — ' '"`` 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. —_- 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.tt 2 U.N.O. S ' MAIN FLOOR 3,121 SQ.FT. • — \ ei 2ND FLOOR 4,200 SQ.FT. •— —_ —_. ,4•_„'_-- __ — J. STERLING \ — 32_T" . _.._ \ s'-10" \ -67 \ 3 VERIFY HEADER HEIGHTS WITH SUPER. 3RD FLOOR 4,0c1b SQ.FT. / / 1 _ ® E I / ( _,_ ® ® 4. ALL EXTERIOR WALLS ARE 2 x 6- 16" O.G. STUDS, UNLESS NOTED _ r ___ - � _ 1/4 - 1 U.N.O. a' r .. 4 t —I 1 {1 .j `G _ {�— �{ I. { OTHERWISE. - i :( v ( ._ 1 _. — j .. y.,. �`_. .«-—'.F� I i y 51MP50N HANGERS--'� '.,lir '1 u_ UTILITY/MEGH. ROOMS 552 SQ.FT. l i '' I 1 W 1 _ A 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O,C. STUDS, UNLESS NOTED p 7:J7,4LLWINGAREA: 12,111 SQ.FT. f 1 I i 1 li ,, I { l 1 I �) I I� 11 I �I OTHERWISE. 0� 2�-18 ' F I t- --1 I I L " E u I i I I f I 1 f 1 b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER ° I ENTRY PATIO 14b SQ.FT. l (' �' I I l Al j ' ii t j I DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR _ iia�_ ll it E LOCATIONS. ( } 02 21-1 CI II I I • P> I HANGERS 1 I I I j )I ! 1 4 I • !1 , FRAMIN6 NOTES I' z A6 ' i �"1' A6 }� ( I E i j 1 II I I �•� POST SCHEDULE A I �A I A _� �' I i I DEFAULT MATERIAL:DOUG FIR No.2 OR B£TT£R AlI • �'. . - `. Al i 11 v A7; 7I I I I I I 1 i I 1. REFER TO SHEET Ab FOR FOUNDATION NOTES AND DETAILS. >. DEFAULT BOTTOM CONNECTION ON PLATE:2,FC OR 2,A34 WITH SCREWS,OR 4, 16D FACE NAILS. [ I, I, 1 II -- I '; a, ! 1 I I ' - i DEFAULT BOTTOM CONNECTION ON BEAM:2,FG OR 2,A34 WITH SCREWS,OR PGZ. 1 i - �� • • '' 1 i I I I ``' !air BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR ABW,OR GBSQ bpi' { 1 II I E m I I I '1�3a Q I r"�: ' :I I I I II: l J v-I t I �� ,fl : -o m 2. COORDINATE W/MECH. & ELEC. FOR LOCATIONS& SIZES OF F," ALTERNATE BOTTOM 6 MIN CONNECTION OD CONCRETE:iSS REBAR OR 5/8"ALL-THREAD,EPDXY IN CONC.CONC EMBED MAY E WET SET OR EPDXY.6"MIN. -T �'', 14"BC!6000 1.8 OF"I"JOISTS 12"O.G. 1 I _ __ _I( __, _ I,. 14"BC 6000 1.8 OF u , - t I I I 1 ' 11 LJ FOUNDATION/SLAB/JOISTS BLOGKOI�TS. --- - - -- - ,'. rc,y'I ,I,.J015T51b"O.G. .. _� INTO POST BUTT,AND 6"MIN.,EMBED � L �' 12 FD FLOOR DIAPHRAGM - ) "e�"eexs CONNECTOR I 12 FD FLOOR DIAPHRAGM I I _� I! ,I , I 4 U.I MIN., USE AL71 MIN., USE ALT 2 MIN., USE I' ' I e I ,' r j j { 1 I I' j 1 I 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR 1 I MARK (IF BLANK, USE DEF.ABOVE) i :E I I ° 1 I I1 j (� �I i I I w, SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT C a [^ 6i I i I ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 2-2 X 4 4 X 4 PRIOR TO THE FABRICATION AND INSTALLATION. n • • I L_ L.-._1 1_ r _i '1 L I BF 1 1 i 71 F) 3-2 X 4 2-2X6 4X6 I I I i i i • I I . f I i 1 I 4. ALL TRUSS TO TRUSS &TRU55 TO BEAM CONNECTORS TO BE DESIGNED I I i a ttI 1 BY MANUFACTURER < _ " -29'-a" - - -- —. A 4-4 1/2 f' `4' r l i- 1 ,j I I ) Ti # I tI 11 I; , II 72P 3-2 X 6 4 -2x4 6 x b I j I 1 I I {f 11 I {il i I • I1 I I) 1 I I I I 1 f 1 t j 5. FLOOR SHEATHING TO BE 314" COX OR OSB STURDI-FLOOR T&G, GLUE g I -- '� , I; 1 .- .♦ 3�-b' �I �, z'6 • ' AND NAIL WI RING SHANK Bd's @ 6" EDGES& 12"IN THE FIELD. FACE r `; BEAMS SCHEDULE \ i 14 a 11 9 ; _ S _ _ _ 2 GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING O E b Ii E r- — " ■ _ ! ■6 6 ) {p — — j1�-' )r sH A7) 05B OR EQUAL. i DEFAULT SAWN MATERIALI5 DOUG FIR NO 2 OR BETTER. I ( fl) ® I A - z - _'I - _w, q , i , ��,' --- - " �- !j , _ 1I ,, ii i m DEFAULT GLULAM,LVL,P5L MATERIALS SEE STANDARD STRUCTURAL SPECS HEREIN. _ I - • ,\ _ —L �A _ ;r __. .,_ .:— __... _ -14 41 P` __'=_ =: N^'=" = T-, `�F'. _ N TH ALL P05T ' -` `1 Ali /7f 1__55- • J r arsr,_ / b. PROVIDE SOLID BLOCKING IN THE J015T CAVITY BE EA �y. zx DEFAULT WALL CONNECTION'3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. L_ — _ —___..:� i _',,,� L� _ }t " ,-.I SEARING 1_ AOCNE p ,1 A7 _. 6EARtM&wA_ _ J T t DEFAULT END POST CONNECTION:LGE,AGE,EPGZ,OR EGGQ. I 8 - - - - I 8 v _ {L _ _j LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR O g DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LGE4,LGE4Z,OR RTG44. i — Ab �... .� -_.-. _.._ ....._ -._ — .._. ,b,b I l I Ab ^ L` II I' i (1 __ 11 } I FLOOR HOLDOWN LOCATIONS. t I I , 1111 I I it 1 1 14, DEFAULT MID-POST CONNECTION:LPGZ, PGZ,GGQ OR SIMILAR. n A j 1 I +I 1 t A6 ' 11 I i I , DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HUGQ OR SIMILAR. ? Al 4 I 1 I �1 I I I 1 �-� 1 i I I I 1. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING g !Ho:Ne ss CONNECTOR - 1 f`1 1 ' 1 I I 1' I 41 i i I' i i I I I I j 1 [ I LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. MARK MIN., USE ALT 1 MIN., USE ALT 1 MIN., USE - _ L _ .I �. _. — -._ __ .._. ._.. �_ _._ I ' I ` ' I { I - (IF BLANK, USE DEF.ABOVE) -r■ jL 7 e I I t. I I l I ii , I €. Eli I 1j I I 8.ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 30B 4x12 bx10 1.75x14 LVL I Ii II h� % 1 1 1 I 09 1 1 (� {I I I 1 I 7 I -i I I l I I I INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE �I I' II } {{{ �, I I I I 35B 1.15x14 LVL q , I I j jj 1, CONNECTIONS A5 WELL AS FROM TRUSS OR RAFTER TO BEAM 1 I I 11 I 1 ;�w I Il I iI I 1 �1 1 CONNECTIONS. it (2)_ I I i �' I II 1 a 1'1 I [ I 1 I•�i SIMPSON HANGER TYPES I I I� i ( I c - ITYPE A ODELS _ I1 l ) ��� `" MARK 51MP50N H NGER M 37$ (2) 1.75x14 LVL f!) • m 1 I i G I I ( tom- • 11 lc, c 1.AG/AGE 4. BC 405 (2) L75x14 LVL �, I 1 I I: R m 1 1 4 POST GAP - ��. e I x ) 1 _ I I i 2. LGE CI -N a �-� . ,Pf i �I k� _ 14"BG2 PLOQRDIAPHRAGM O.G. j j 1 1 1 (` �� —_. 3. RTC c Y 4i5 1.75x14LVL I ' 2-0" �� I C !"11! I I. 1 I 1 I 1 r { 1 ABU � # I 1k ) i 1 I - 1, 1 425 (2) 1.15x14 LVL I r E I 1, ' `I 1 I I lI „ POST BASES 2. ABA es ` ��� _� �I I 1 3 ASW z z m t: � — --• - .�-1 - - 19'-6" t , ?o'B" r; I - -- X tom- - 435 1.75x14 LVL - A , • A I1 I ;1 I �� I I 1. H2.5A W I I' - �,A7 - - - - mi. it I III ,I I II I II I A6 1, ��I I 11 � ,- ,:.0„� TRU55 SEISMIC & 2. H1 z m 505 1 USE MIN., 1.15X14 LVL UNDER SHEAR WALL IN ADDTION TO TYPICAL FLOOR JOISTS. ® I- •' :- - _ I & -- --- - HURRICANE TIES - ___--- ..... _.__-.-. ! $ i Il 8�1 n 6'-a3r4" _ •- --11 1r=1 I L D fl . lu I I I I i I I I I l I - I it - :)� / En til iiS. JOIST SCHEDULE I I Rb J1 4, A7 �a° �u lop) �( _: ram- . �. ,� _ A7, �® ,E_ Q 1 i I � I ( ® _I _ _ _ DEFAULT RAFTER OR DECK JOIST TO BEAM CONNECTION IS GON'T OR SKIP BLOCKING AND H2.5, I. r I I 1 1 1 II I I I — - -— -- — �' — -- -' 1, { I 1 1, - " I - - _ — __ 0 '.A7 HGA10 DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. 1 i �� m I 11 I I 1' 1 - r �� II - i— h I�� EXP. BEAM SEISMIC 3 . , I� I I I IIi 11 „ -22'-91r4' __ F OR H1,OR A34 WITH SCREWS. I I I I , i' it - _._-... � . - I,- --_-- — -__ ir I" { i I' & HURRICANE TEES DEFAULT SAWN FACE MOUNT HANGER 15 U,W,OR LUS.USE SLOPED/SKEWED WHERE APPROPRIATE. et - 1 l I { I I I} 11 I DEFAULT SAWN TOP FLANGE HANGER IS JBA,LB,BA,ORB(WELDED AFT, USE LB,BA,OR B) f I { 1 1 ' I I /-- I I I -- - ei ANY NATIONAL I-JOIST BRAND,EQUAL OR STRONGER MAY BE SUBSTITUTED •' 11 1 I 1 1I I I I I' 1 I I 11 i i ) " 1 I r' -- `�' ' _ .� I u+ !_ I I I L 8. , I I I • I� 'I DEFAULT 1-JOIST FADE MOUNT HANGER 15!US OR MIU • ri il - -1- ITS _ DEFAULT 1-JOIST TOP FLANGE HANGER 15 ITS,HIT,OR MIT .. -- {$ II , 'I _ ;::.�. ,,.7 I ��t �._ _ I Ab __ __. ! I-JOIST HANGERS 2. MIT I HIT PLAN ENs'NcERs. MIN., USE ALT. 1 MIN., ALT.2 MIN., CONNECTOR OF BLANK r i -E -1 Ab ( _ I " a -- •- -- f 4 41tz° 4 , 6 MIU . +- I I I I • CALLOUT MARK USE USE USE DEFAULT, ABOVE) -- — ° ! f ` A7�_ _ __ � — _ - - _ _ I I 3IUS 14" BGI 6000 Lb A a _:,'_ _ �_ _ - • • — -- �9-10 v2" i '! I 1. LU5 4. L55U _ 64J 60J I - , A-1, /_ , $7` -; -.* ;I ' Al ' - , ,. ,I I, fa f— � - g FACE MOUNT Q 16 — L_ _ _ _ _ - Ab _ - I 5H6 2. HU5 5. 5KH {- 61J 61J I I Al ; - JOIST HANGERS 12" 16" I jl ( - I I` r 3. MU5 (U5P HANGER) lL� 1.11 12 FD FLOOR DIAPHRAGM I ( I I 1 I` I (I }__ --- — H — — _ — - ( ( Ii Q O 14" BC!bOpO 1.8 14' BGI 60 2.0 _ T A � 11 I i I 1 I 1 - - ' AlA7 I :_ i- -i _r D 4. HHGU 1 1 1 HU ` SHEATHING: WITH JOISTS AT 24" OR 19.2" OG, USE MIN„ 24 OG RATED, f I I GLULAM SEAM AN J -- ." 1 1 - 1' 1 1 1 I I I I I I ( DOUBLE SHEAR 2. HUG (USE OFFSET ! ' 6.6"-+ a'-� 1n:. �-y. L_-.i 12�-11 1�z —-- 1 I 11 'a - HANGER FOR 1 t I JOIST HANGERS 3. HUGQ APA STURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1 r 1 k' I • ; I_ 1 14' BG16000 i,BDF t Jo15T516' o.C. ,y ,� EDGE OF DECK) ( I l ( 1" 1 12 FP PLooR DIAPHRAGM 1 _ 1 11 II I {- I OR 7/8" SPECIES GROUP 4. MAY BE D5B OR PLYWOOD. 1 { I' — — � ' 11 NOTE: IF ALT. HANGER NEEDED VERIFY W/ SUPERVISOR. t) _' I I 1 i # ; `' 1 " 1 A7 .ii I �� 1 CI 11 it 1 II II if Lit GOOD FOR 130 PSF, TL @ L/360 DEFL. Iii I it oRINo A�©�r I . • SHEATHING: WITH JOISTS AT ib" OG, " 1 1� 1 "'" it I �� =1 i � .g t - USE MIN. 16 OG RATED. i•II ' ! ! ;� I ( N 1 l{ I !! I ! 1 I I 1 i `i 2lc— � Q s";; *� — tv APA STURD-I-FLOOR MIN., 19132" THICK. MAY BE OSB OR 1 I' I I i i : 1 1 cU PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL. j' II I 1 11 I i " I I I )I • SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) i j I I II 1 I . i• l ! I I i I I H = '� , ORIENT SHEETS CONTINUOUS OVER TWO OR I I I i 1 ( i I � ' - i 'f o I CLI 1__ _ 7 1 I . I MORE SPANS, WITH THE LONG DIMENSION 1 _•' II 1 II I I rI 11 I i ( i j I If I �� 1 f j "Ij i tAt.. 1 11 II SIMPSON HANGERS ' I 1 , 7/0 1 i t 11 1 1 ,1 i t { I `� 1- © J i ...._ts___ t l '.L _a.I i i.. II 1 I, I 1. F ante" " l ACROSS SUPPORTS. 1 ��' _ _. Ia' .r_ —. i_' 4 _., �' t -r SIMPSON HANGERS* NAILING: GLUE, AND CONNECT WITH 10D RING SHANK NAILS OR L 5IMP5GN HANGrRs �� '�� — —_ _ " I 7 1-- --1 • E's.. gt c;€3z'a .4t. s L I ; N -„11.1 . '''-'._L ..�.4 1—e. _ 2._ a _ii_ ." , in #9 SCREWS, AT b" EDGES, 12" FIELD. • y ,,._�____. ..y- ,_—_ L — ' 1� , —Zn _ �__. r _.__ -_ -_ ,.....__.. !._ I __ Alf _ • f , A7 J ( cfi2 �m y. 20°q * BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND \ — ' r — 22'-61/2" \ T A&S aM4 t ' Z 2SH _ -1 _ CONNECTIONS TO SHEAR WALLS BELOW- \ __ _._- 30`5 -.._-_ \ 14'-0"- `, \ � 6" \ .�.� q40 \ ,a' t1' \ +C �g� .G FLOOR-CEILING SYSTEMS DETAIL, 1/N000-FRAMED " � „, § ,,w,,w icl A FILENO. FC 5106 GENERIC: 1 HOURI ..75 to 59 STC y� FIRE SOUND -, o" WOOD I-JOISTS, GYPSUM WALLBOARD, - .-, =o° ESL IVTCHANNELS — ,� i, „ _1, �1 'r alitarlard ap !fed al right angles to resilient channels — -- Face Mount —� t; Uk! I C. ,,r. I - -I ' ,"- 1 z" o.c. Resilient channels applied at right • ''► �..� 3 `; 5C1 cll I �, . ��;� JOI5th g TOL EFU LTD BETW£ENLE 9NG RAND `�-' ��`' { - ci.o r '. ' < k„ rs — Floor Joist Blocking per IRE 502.1 I !� an er AGQ-D GA-8 TREATED SILL E n o l�,k „ ir , § I + 11! Ir,+ , 1/ i ' deep x. 1 wide i l (Se(Seismic Design Categories D 1 &D2) ■ " o �,<1 I - r 7 ri 'li - �r :1 ,1,i1 I '":' drywall screws. :C:e lager - BGI Joist -- _ \ r \ oiliriggis SILL SEAL J i- I„ r'"'tli ,r,F tl- ..1 ,t- - ii,v. Cr`(Yt1f+ t` BIOGkIng //, - ,� vEiao 1 ;,t , f Sl iM i : 1 :e, 1 i ; 8 r •�. ,� , , JC c� ._ le.a...111 111 .(� c � it ,':11 „ and �.. �t I,� V / 17 •• "k! i.z.;,! H,',.; . .. h:H 1.±:,:i ';LP-in U L ;.IJ",: "q.-,-;!!t-H :-'1 "'N., i‘NSN.4 90 „-',,,-"> "'N*,:2,:i '--' : I , ..:. ; COI. `:i . ;- i o.c. THIS 1ET" lu. OR EQQI�JILRNT \ ~ I ?. (' OI NERAPPROVAL Tl [al C:s and uit1l: i I floor 'Irl 3?'�, �,t 2" glass r 1 4 i➢ 4 RATEDFRAMING ! EM � � • „ r r „ X intermediate Nail Boise Rlmboard Simpson Strong-Tie INITIAL: U SUIEI.-ii:_:1'. '- st spaces. Third layer of 112 ear 518 type gypsum wallboard Approx.lrox Ceiling Bearing to BCi�joistwith 8d Versa-Lam or Boise GLULAM Beam: T511.66 • PAGE: regUired w--,ch eve 1 hour fire resistance rating Vrhtttn glass fiber insulation t5 FASTENA NITHD i1= Weight (WALLORBEAM) Nailing per local nail into each flange. Beam width shall exceed w H1oa1 `i: usetl. i (}' code provisions p g lengthwE STIFFENERS Fire Test" 2x specified hanger nail ARE NOT USED CONTINUOUS BLOCKING 1 RIMBORRP i JOIST TO BEAM � OF: Sound Test: � I .: �-:� ,,_ TOP PLATE HANGER il ` Test EA) NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE ..... • • - PLAN AREAS FLOOR .AN NOTES . . . . - - J. STERLING _. 3 1 SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED ! MAIN FLOOR �,�121 �VC.I. 1. \- — 36'-4 NEVERY BEDROOM AND ATAPOINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA a- ___- - - -- - ---- - - - 2'-1 1/2" GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, \---- 81-111/2" \ 6'-0 1/2" - --- \- --- 8'-8" ------------ ---8'_17 \ \ 5-51/T' \ • -ib`-5 t12"- ---- \ ----1T-5112"-- ---- - -----\ 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE J. STERLING c' 2ND FLOOR 4,200 SQ.FT. 0.7" STEP • BUILDING WIRING AND SHALL BE EQUIPPED WITH ABATTERY BACKUP. SMOKE - ._...._.._. ______.___-._.-._ \--3•_p^_.-_� -.5•-p _. ___B-0,•__-.__ ___--{�- g.p„_-._.- - _______ =.-_11'-7"- -- 4'-10" \ \ -8'-10"- 5'-0" 'i __ ... _ 5,.0„- \ -g_p•_. \ DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. - _____ ___-_ 14 6 rv055060 FIX/4L. ._ . --_-- __-__ a /� T yu2 5oS0 FtX _ WG4 SAGO FIX+SL _ _ _ _ ki 3RD FLOOR 4,0/8 50.FT^ / / / a -- Ir - s __c - -__ IIl� /�I: I _ _4'_ _ _-- __ ...I / / / 2 SHELF AND HANGING ROD. u _ , DU.N.O..i E — 1/4 1 U. of UTILITY/MECH. ROOMS 552 SQ.FT. 0 C _ 4-,0 . u; c, 1 m 4X8 @96" 5:j a iv 5'-0,,_ 0 Ti, 7 - m 96 5 ! 1-:, @ o� n ..-. _.. __ -- - __-_. - - - _ __ - - - iJ @ m 96" A Bl 11 v ' �I I . '-: . _ / 3 BUILT IN SHELVES. -_-- - - .. '� N n pq�aep Epp wy ik • ---__ ._---- �2, i 3 Y G.i{.I"T. ..- 1�,, _' .,11 -IS XI;®80" 4beP - m = ui b- d 3 1 ., r `D X __.--___- _.-___ TOTAL LYING AREA -- I ':,': I. I ' II- _ ebb.- ®9 a - o (a. CABINET-OWNERI CONTRACTOR TO VERIFY. ENTRY PATIO 148 �aQ.rT. a'aur' 4_, eE - .-_ . - _ - __. __.�_ ..._ .- m I X `,- - { III i - ' ? —n-iit o 1 0° (�' � " -' 14?, r _ Q- I 9'CEILING i I 0 EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRE55 5.7 ---- --- - - - -- - x e f o V"". r ( /` .-�s,w.Emr. L J - 1 --- -6'-a ------\---- -6'-5 1/2"------- SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" m <,xb3Tr z1,.b21 I 5 HIGH- SILL HEIGHT MAXIMUM 44'OFF FLOOR. : 1I46EILBED .1- in N 10 - mit x r • `A r : 0s�T _ __ _ / WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL,SUCH '44 4 / � y Pil, -L 1i _( �--I-p 1 1 - - - in qa 1 u= r ¢-rr: CJ ASACLOCK TIMER WITH OZONE RATING OF 1.5 OR LESS. '�%" r s t,_ °, m "'--..t3AT 4 ® ....� 2 p m v >f£�." G1 i I i G1 r -r `. _..__..._. ._....__._........ __,... ,�:--- GPI-. „ _. I, ,I Q T �t _ .._,._ 1� I - ,� - - ��j #1A 2BED ADA APT. '� '^ m FA. .ON 8"HIGH PLATFORM_TOP OF PLATFORM TO 8E 11/8"T&G PLYWOOD. F.A.U. O H -•R r'S -MP. TYF'r iv • _ �'/_ _ _ -.' -'--_-- 1 K - - --- ---- I-1- ------ �" �'-' ' - --�•�^_"-- F —/ EXPOSED FADE AND SIDES TO HAVE 1 LAYER 5l8"TYPE"X"GYP.BD- NO FURNACE SHALL - ,N � --II yG�ay cu_L �. �, "t.' . -a F;;, E„> 71:. ,, - r A U. - - T 5 - -- r'YII -"' 5Q P'"(• 1 BE INSTALLED IN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, -- ^�-f 'I' YES F!>V5L. , ? t ' •/ 1II �+y 4„1P r- -.__ ' ]- k'GEILiNG I BATHROOM,OR CLOSET. PROVIDE ATLEAST 50"OF WORKING SPACE IN FRONT OF r`� 1 .w. __.._..._ _..�.._ �� - �" s.ro2 sa ,.' 4X6 @ 80" I a © FURNACE. ,'" " f•' s 0 72 FIX/51- _ *I' Y 4 1465 Lib -A.✓ Y:5 }'It . cv .. • '-04 'r °- °-- ----•---•-- �q r' --'^--^-- ty .JIi , O ODB _ -_ R lV.01i, �\ _ 'i b 5 ( ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE r. • ,.._,, ____I. _ wnb)�i '"4'" i 1 ,-- FIX/SA.. ' ' ¢ rat ra°er is, 1u ' —` INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES m i 1 t 9PhO 00" I l2 YES __.- - ' __ '_z. - ;, o `\ - i$ I m -� � _ # fiv 5 4" 72" riX(5L. h-- - -7_ F' "� '-+ ��� \ -4 3 I`,,`'l;' 2'-5 1/2" Q RESULTING FROM THE QUICK CEASING OF THESE VALVES. DRAIN OUT,NO TRAPPING, I s r f 5-4 - `� -_,,-I'_- - -_ _- -7.. --_ - 8A 4412 4-41/2 -_ . A 4 oI I r b (J 2 ;e s"".ie;:: na m = \ �- STAIR OFFNlpfe TO HAYF �_ G1 r 1 )A - BED 2 END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE a 1 t' S4 � 12' YES FIX15L. • -' °p 1R"1NR I2ATFD DRAFT ATnPra _ �"` ""' my °' EARTHQUAKEITHIN UPPER 1/3 AND t0 PREVENT IN d t t 46 +• 54 '12' YES/ FiX15i_. i_ i tv \ ".____ _. �(B " a 6 tt4,.-,z 12• YES FIX/54- , if £� at m r r p 1. . ii CEILING ( .. .r. s; --.-. - - i„ -- r r - -- .a-'-'3-".. _ D0. o y- 4'10" 1,, - T-1 1/2"-- PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF Y #k1E t Eli AF, so - I I , -' - 9. .. -.__._..._..._. _ m 1 _ _ _ - a ( ( CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED ATO7AL 1,�, i 5%36C J ',2 „__ _•-!X/5L. 'v 4X6 2G� ,- r�.a.. , '" _ - -- '�' - II Q COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET- THE MAXIMUM LENGTH OF g - 1 'Y 2D' .7r,?' Y':.5 _ PIG. _ "" 1-� ) _ 2 4 _ / 1 THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR -..._ _. --}.-- --.- __- B2 HOOD,MIN.100 GFM .. 52 N I _ r i 4 CEILING 4 V�(H m I q L -,S„ w�_._ i ,1 ES6L' ,20.'„ 9G -„---„-,,, (F5 PIG. o : iv 82 WITH BACK DRAFT DAMPER 1DUCT OF , ,_, 5(760 B s" T2" F1.X/SL r _ __.._ .. �{ - __ --_- _- �^ _ 1 -�I G 1 H: �'+ BlT < 0 4 506/i 5d" T;2 FIwSI. / „-_,_ - - _ . _ —_ _ ° SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED - ?`"-`•-._ __ ,_....__._._...-,:;_ _ ---- r A"'"` �"' I a : _OSE ,' - �� 1 - --- .' - -- -----'"" ,,'-- / / MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS SHALL BE a `i 5!: lu" 5G ' i'�' YES_ FIY.'SL. "_. _ _ ,, 7 y .._i ..- L-.w ...... . _ -rat k . _�'..1 FT - -HOOD.MIN.t00 LFM I� / o __ ----� - - 2'-4 1/2 'I_ _-_.__. -_ 10 1„ -ry-J:.- -0, _u, 7 ` " ' 5 0 6G 72 YES rIX/5L, / / / ---,-- • ' i HOOD,MIN.100 GFM i ,,, r ,,' f p • �- _ - }I --�2 PROVIDED WITH MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF Sp h" . 1 >~(if 09 12 Ilf27 i 51/51. "�--- - IIII _ 1 111/2 n . t _.,-, F-i y;, �r� � 7?� C.F.M-AND SHALL NOT TERMINATE CLOSER 7HAN3FEET 70 ANY OPERABLE WINDOW :-, � p�'^' r 1 _ >w° Tom';--- ,� -yt13 it 1 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 1541NGHE5. DRYER.KITCHEN, :.___.. .-....-..___._.�._-. 4, i - _ II, I, ,__ "' ' ,t,;, ,I y ` ' /- • 1 O ANd BATM FANS TO BE SEPARATELY VENTEd 70 THE OU751DE. INSTALL DUCTWORK ;, kl 1 "%?6, „_�' , l- --„_ 'IX!`,1.. m - - I' jG:>• �. - j,�� a' " 511 ( PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE �`' _ 2 5060 60-"L 72.••, YL:.S _„_ FIX,SL. - r-�`- fj'-` ij All l�•f.•l/" N•'i L� j1 /' d' - _ ; i Tj CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX � a' t y �'• 6 72 I SL 4X6 @ 80'• 1 • _ CONNECTORS NOT EXCEEDING b FEET IN LENGTH MAY BE USED IN CONNECTION WITH 4- - „ , G ,i 0„ 72„ ---"- 1>1 L •' __._ _-_-_. .. _13'2"-- --_ \ a'-6" - _ _12'-'P' ry �I , y�' fit �'- :o DOMESTIC DRYER EXHAUST. ;" ,_ 7 K -...�..P I 'r m E'1�✓�� j^ �� r lam, 8 •I „6 _..,,,., 2.... _ - I J #1 B,.^D t ' as `�' 22°x 30°MIN ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. 4s i �Jti9 b0 11 Yu5 1 ,L- „ rI w $1E - f15S STUDIO _ I �' r� ,- 1J' � a +'"- ei1 -n R 54 ��y 72 _ �� �-, X a- r�r�.G FT 1 0� I; Ip r ��r 4 CEILING , " 1 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LE55 THAN 1l2"PLYWOOd. -" di fer SO 1 < 4;6 54" 72 _ .t_,5 I</5L R o _._..-__— •• ._.--__._.. ___...._ _ �a O, (, o a G1 1 erv,re°ec -� -� '6 -------- 9-5 V `t, 10' T. 1@ f 1 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR - d '66a a4 a , YES FIX/54. .n 'I 1 a i o u+ 9'CEILING ry .n / �I / SEALED TIGH7. LL _ r 1 f'r ✓ '3<b o! i !'Q�L GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAll36"ABOVE STAIR NOSING. 1 I O Q i 12 4„ -i 1 rSL. 10 11/2 G1 l0 12 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS c C -, c c 1 > \ -4 11 tl2' THROUGH PER LR.G.SECTION 312.2. r ` h = -+ !�'- 5 "� —" /*_' - --`' 'I; / l #�1 E - 2 BED APT -- _iv b --- _ _ -- - - - - - in PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR (..:..-,.- - I, _i- -a_.._...T-._,_.. IX/5L.. f r:. .. -� 82 'p _ o o _ _ .:v-_ / Fr n h� � ,x 5L ,L - b - --1 - I :- L I .. pl TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO j L I 1 i� h( 7 f _ -ISC S I' A - - - �'- (!") r ,-. 313 SQ FT G1 _ €J 1 SURROUND 8 HEARTH MA FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE Y r , /5 'r !ice" i _.2 s__ �- -~`_ - I - ,' _ . -- _ -. -. -_ _. 4GEILIN6 Q SURR SURROUND HESPARTH MATERIAL. re _ --L 1, i060 _ 1 �.-_..,�. I f 1Y;5 ..-, .ol o I':,, ! / ; 1 ate" - A A ! �, m 4 q 1 112, '"•l f b -�d I z � Lr t:! 7<" YL':� ___,-,___ f 'SK15L-. o I y $#1-•H {` ,,,�I--, 1 `. 1 m v r." cer f GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR } 1 ! -'l"7 @.!i 7_ ' 1 YES 7" IX/5L. o m B11 L N,'r' 10 �eql p I; '' 5 -'I 14 MIN.1/8"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN, p i i t �.ir) btti ' r 72 YLS ___.._. _'�"_-`-IXfSL 'o / 2'-0"`t 3 - 7 0" --`�,2 8 112`- N f':u� Q T v J'S , . il� HALL o e / ea ccc {G ,` �Et,? 1 �i 6,^. 3 7 7"1 I c r 1 _ _ _ +.-_: .. ... } L _' r� L ry .. I 1 2 506U` 60 I l,2:. ; ,-._..,_.-.. ._- ETxsL. f 1 - _\ �-�: t� -'';i .a"-d - t74. r li t ...Gt-1 4GE CEILING O sr'o"eO 1 2 to? I;I - I:.L/ e. ? ui TEMPERED GLASS O • , x.. i 3- i 506C _ 6 t ,,.b f-IxI,L,L. ') `_. - . .r ..r ro 15 _ i G ,r m ° 2 4 T i � �� s 4 E, Z IJ 111 cc 5 SC S S,;.iO cG •1 __._.,.._._..� _ IX.aL `P i. WI-i i- - :.,�, , .. i'4 CHASE �' iv \` 4 CEILING - • I. 3 s t C"t>"5L. _ " [52 . 2 11 S _ - -- '. -_.. . .._. .. .. 5 JbP �w,• I"1•' t `re C"iX75L. m m \ a' - f' _ ` - t G11 61 ,=r ( ... :G.,. -� "-__ , _t, 1, r. .. _!?f,' d •-8 r. d v 16 20 MIN.FIRE RATED DOOR W/SELF-CLOSING DEVICE. III 22 • s 46F• 7 ' `r wSt. Bt lal @ - WH A 1 -- J t3i ._4 9 eG 54 ' 2" _ ` �IX,rL 9'-p„ 9 � -� a 1/2@--80 [}`�] @ 80" _.1G'-1 1t2 ( .\ Hoop.Mw.1o0eeMp. .._. 2, a Jo ` t 7 J - - t0' 1' _. __.. B2 �;..., ! .;2•-0" Q ''����y7�yII uy1� • '._�_I & L -... X _ ..mva'r::sa'•' - -i _.-.._..- ; .'s:p B2 -_-.- HGOD,MI;J.100 CfM _.._._ .� 4'-11"- 2 4 1/2'j:' B .. --r" / / GENERAL NOTES W ] V h, 3 4 bG 54 7 Y E_.___„-.-,._ FIXJ5L m CI (_ - 1 i _-_- ... - _ i,- .TFp 54 ; 13" YES , f=tXJSL Q - _ _ _ _.-W-rra'..;..=-..1 I �1 1• G2� - r•I __,-..__.. r 1 :� ' c UTILITY ` 13'-6 ( - v 1't'S - f3t I i"I -- ry-. B•-4'• ..._. .. 4 71/2 - rt • 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 13 50b0 Si) 12 IX/�F. 4X6 !. . ` .. ?"' - , m m Y r. STAIR 1a u�_1 yl Fu v7 ? YES r X/ L of `- m _ -, -'-�.1 3 5U,�D .x712--_1 _ FIY,'SL. _ { p 1 ` srrR ' m a- y 00 ho" 7- rIX5L n � � I 15 BE, #1D 1 B�DA ' . , L_i i3 PT { ! " 1' Bt ,/ L �Gr 2.ALLHEADERMATERIALTOBE4x10D.F.#2 U.N.O. 1v _-'...L l 1__ _-.i r _"_'__.-._.._�..._...._. rL. III • -rgr: ''. F' it II JT V' 11✓SQ FT ` 1 m Fi '.,„,_ ,�+'/. ; • • I _ t. / p -_b•_y ` ADA1TR1C3M �( 3 VERIFY HEADER HEIGHTS WITH SUPER �' , „' � {;J 0" 12 . ._ � s IXfSL. - . CEILING I. g 4cEluNG 0'-3 tl2 , 3_ • NM • 3� 51250 6 12 Y'L5 — 5L o �h 1 r t� ,� — KT •CAI In b 4.ALL EXTERIOR WALLS ARE 2 x b- 16"O.G. STUDS, UNLESS NOTED �° � ..--,* ! '' ,,,gf so YE:5,_ _._ IX/SL. x -i -__�s.wKe°n, N -� _ Ip r I- 4 tHANDRAIIS PEB • CODH B1 G LLUNDER STAIRS S 1 3X0 Ism b OTHERWISE. "_. y i :• r,;! 3[ (62 N _ rill I Cr FURR OUT -..- - .. — i , WINDOW OPENING CONTROL DEVICES ILL BE REQUIRED AT SILLS OF FIXJ5L i` - --"-- " - ""- - -' "- - _ _ _ _ - 0 re t -- L WAL'`7 712 32 E L' / 5.ALL INTERIOR WALLS ARE 2 x 4- 16"D.G. 5TUD5, UNLESS NOTED Z ln 11 rl WINDOWS BELOW 36". CONTROL DEVICES CAN BE RELEASED TO ALLOW / '`� - - C I OTHERWISE. _- __---- _ / ��, - - I Imo_ : STACKED STACKED STACKED STACKED � r� ICI' ��// al 17-01/2 -___ � 78-21t< --- WH li , 1I _���__HANDRAILS PER LODE P�0' DRYER PRYIASHERI ER DRYER� DARYCF ISHER/ 1 11 10 1 / iF_ 1 OPENING TO MEET EGRESS. Hoop.MIN.100LFM -' "_ 4 • u v i ,_ _ -_-�'_ _"._: - _.,-. _. ...., 'Iji-,G1 j „_ del B1 B1 i i _____- 2- 1 CI 6 { — 2 0 ©, b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Z n f = ' z -• $ III / I 9 mat�,' ;il 11 DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR (� HEADER SCHEDULEIQ AR'�G �L LOCATIONS. i--� DEFAULT HEADER MATERIAL:DOUG FIR N0.2 OR BETTER _ o - - hi = 1 iv B2 17'-9 3/4" �121 -- 10-0 1/2 - A.- b-4" 4-7 i/2 -__-- a.,o. -2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN"L"GONFIG. N r' D2b 4Gbb L_�Il _ -` iv 4X II _ - ` tu# "u SAtI 10"'$�� o reArr ry a �- m a T.---, .hc' tJ 8 °ET C'�I'Y- It 'tM p } 1 NOTES DEFAULT KINGTRIM STUD: OPENING STUD OR SIDE ANDSON LESSUC USE 1,FULL H END. '^ 1 I y FT 1\<_ 'n m :✓/ woir.-_ FRAMING ` • DEFAULT KING STUD:OPENING 6-FE-T WIDE AND LE55 U5£ t,FULL THEIGHT RIMMERTEAGH END ND(PL-TO PL-) CH O.v r ] ?e - 1 LOQT / I i "� ` r I v 4 �"� <, (IF BLANK USE / -- - TA*4Ne,/ I L ° PLAN MAwc MIN-, USE F ALT. 1 MIN., ALT. 2 MIN., KING STUD, 1i 7.- : 12-5112 \ --5.9 \ 82 .;82 1. REFER TO SHEETA6 FOR FOUNDATION NOTES AND DETAILS. a ° m DEFAULT KING STUD:OPENING WIDER THAN 6-FEET, USE 2, FULL HEIGHT STUDS EACH ENO(PL.TO PL.) Q III m_ - --- - CALLOUT USE USE DEFAULT ABOVE.) EACH END , _ HR FIRE RATED _ �, 1 BED AFT II�I ! ! e,,, I �'',� MECH.DOOR 2. COORDINATE W!MECH. & ELEC. FOR LOCATIONS& SIZES OF ' °� m ® , m I 6- H-I FOUNDATION/SLAB/JOISTS BLOCKOUTS. 4X6 20 H 2X6L-GONE. 4X6 > •t l =D24 065 .- q 4CELING 14-T1/2" - • t, h 7'^6" �'� �6'-1tt/2" 't, O - 29v 5Q F: _ 2 �� a B2 3. FLOOR JOIST OR ROOF TRU551RAFTER LAYOUT SHOWN HERE 15 FORIt I �/ J I/ tv it D203670 I�e LAUNDRY ROOM o SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT (1-.• 4X5 21 H 2X10 L-GONE- 2 2X8 4X8 ai • a a s ELEVATOR YA b'-6" ° 30 SG t-T /- ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- 0 L-GONE. Q 1r 1 'SG 1r : _ JI 46EILING I PRIOR TO THE FABRICATION AND INSTALLATION. . r- LL- - u_ �, VERIFY HEADER p- ! • - W o - m WIDTH&LOCATION Q' oin" • - ERVISoR ' ' @1 v m ONST C ENCLOSURE A5 ? 4)-- 'I - 4.ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED N U u, '° � i11:»i BED SHAPC { ,. { Cai BY MANUFACTURER O 4111 22 H 4x12 6X10 �- `" ., 5a... ,' 1 WIN.IHDR O ION DOOR HOW\ 5Mil .5x10.5 ,ING STUDS 'M m : i- Er �szg ;a P)rN t t I u. C. Ir. 5 5 4cELING t 27R MMERS I GLB @ B2' { s;5c PT 4x6 5. FLOOR SHEATHING TO BE 3!4"COX OR 055 STURPI-FLOOR T&G, GLUE • © ( i 4 CEILING d AND NAIL W/RING SHANK Sd's @ b" EDGES & 12" IN THE FIELD. FACE DEFAULT MATERIAL DOUG FIR NO.2 OR BETTER I " _ „� _-_,_.D27 b0.� .a. ____ ,�-o GTO SUPPORTS. ROOF H SHEATHING N ' N0 SPLICES . PLATES I @ 96" A 1 A T GRAIN PERPENDICULAR S E TO Be l/16" DEFAULT BOTTOM CONNECTION ON PLATE:2,FC OR 2,A34 WITH 5GREW5,OR 4,16D FACE NAILS. 4 ,^ 18b8 W12 1868 w OR RIMS @EXT.ELEVATOR DEFAULT BOTTOM CONNECTION ON BEAM:2,FG OR 2,A34 WITH 5GREW5,OR PGZ. "' = °�96" A Cl + @ q6" LA i-2•-0" 0 70•.0° o 1v iv SHAFT rw.Ll �: 321 r B2 „ O58 OR EQUAL. s z ' P OR OR ABU OR ABW OR GBSQ �- _- -- __... __-_, -; .._-.. _ ._:__.. ., _ .. _ - __. iv / 2'-0° ii- •a -_ - -.-- - ,.'tt.> 1 _- �. ..__. _ £,::_.':,�- _ ,. �(L. ij �o°u c', DEFAULT BOTTOM CONNECTION ON CONCRETE. : O B, ::; _ r ___,_,-_, - - - _--_ _ I , - _ tc ,3:4; ;. 1„,, - _--- - y-'. fi 52, . -yam. -:--.. - '_____„_—_;,,,_ i..._ _ b. PROVIDE SOLID BLOCKING IN THE J015T CAVITY BENEATH ALL P05T §_§° ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBED OR 5I8"ALL-THREAD,EPDXY b MIN. / �y/ / _..___- - _f. ,- .- .__.______..- ---- -..-- / -I P1i i S,. 1.•>� �.� / / °� INTO POST BUTT,AND 6"MIN.,EMBED IN CONG.GONG EMBED MAY BE WET SET OR EPDXY W S f'tr� !xi5+- '"4 SOU•. a�2=- - '" - N LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO ENGINEERS CONNECTOR \_-_- a,-0"------ ' —5-0" -- " --- B,_5„- ---- X 5'-0" -8'-0^ ---- - ---�.,- - -. ..---- —14_0•,_ \ ----21-6' -- - ---- -- ------ X s-o° y, ap \. 'V FLOOR HOEDOWN LOCATIONS. oa y MARK (IF BLANK, USE DEF. ABOVE) _ q 7•.5» -_ _ �. �.ty_7•--- „ \ <ko°w MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE \ • 12'-o,/z' te'a tn^ < 'v \ \ P.Lv.r t 7 PROVIDE BLOCKING BETWEEN I-J015T5 AT INTERIOR BEARING ° o - T3" % i\ Imo wr 2-2 X 4 4 X 4 23-tr' \ 6'-6°— 4-6 y� 5'-0" ---- 4'-6" \ — 6^ \ a) ( I' LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. s � --- -- 30-5"- --- / / \ 90 6 \ \— 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. nit Gla3-2X4 2-2X6 4X6 _ r— r0 50 11'a'— —.._r :&o i� I 9, INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE y zia • EXTERIOR WALL WALLCALLOUI PLANYIEW_ o��� 12P 3-2 X 6 4-2x4 b x b SIDING I art I 1 FORT ' 1 l 5I CONNECTIONS AS WELL A5 FROM TRUSS OR RAFTER TO BEAM ,- Y 2 9 r I 1 I ) S V t'� bv» CONNECTIONS. �J °" r" 5l8 EXT. GINS ONLY(a) 1as BEAMS SCHEDULE " t E. & W.WALL- 1 HR P.R. iI `E' 5/8" SHEETROCK TYP- _. z : {, 0 to 54 SIC,,' JJy (/'J� }}�'+'/�++�� DEFAULT SAWN MATERIAL I5 DOUG FIR N020R BETTER. __-._. - ..-_- _. _---- '.'.! '' '- . .` " , � �( 1 BATHROOM NV TjrV DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. TREK HOUSE WRAP R-21 INSULATION - A ".•°,�,,,,, ,, „„„,,.-,_,,, - - t DEFAULT GWLAM,LVL,PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN, t+#( SOUND --_.`- T;16 05B SHEATHING 2 X b WALL TYP. 5l8 EXT. GWE GYPSUM #� • A. 60" FRONT APPROACH, 18" PULL SIDE CLEARANCE AT DOORti- DEFAULT END POST CONNECTION:LGE,AGE,EPGZ,OR EGGQ. - ON E. $,W. R &"" 1,+e50 ��'+ •" - --"---•---• ili DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER LCE4,LCE4Z,OR RTC44. ----'--�"-- "r 1 STUDS 16" G.G. , ••�y� • .. EAT TOILETDEFAULT MID-POST CONNECTION:EPGZ, PGZ,GGQ OR SIMILAR. AC \ I: I: EXT- WALL II,' `'-'`""r 'i.,dC'#. +w <" , . ,` B.60"WIDE X 54"DEEP CLEAR FLOOR SPAG DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HUGQ OR SIMILAR. NOT SHOWN - .� .; )- C.60" DIAMETER CLEAR TURNING SPACE eNE= CONNECTOR TOP SIDE }( ';, t)p(} $1lICIS � ' MARK MIN., USE ALT 1 MIN.,USE ALT 1 MIN., USE - - '- - -- IeSllielit channels C3,C. attached 11:i3C1"1£':Ct e'"$.t rip -0-I'' �iS t+ lS.1N SI�.' - ` r1 ;1 y / ` it iI, �. �� , D.30"X 48"CLEAR FLOOR SPACE BEYOND DOOR SWING A.o�z (IF BLANK, USE DEF.ABOVE) wallboard or ; . t E.30" X 48"CLEAR FLOOR SPACE AT TOWEL DISPENSER Y o ° 1 HR FIRE WALL GALLOUT PLAN YIEYV , or 24'" o.c. with 1 I/4" Type S drywall �g 5/8" t#, :; u. ! , , : ems f 3Q$ M 4x12 bx10 1-75x14 LVL i fX •`' `' " j i Esi um veneer base applied at right ic; rr',;s,, " : drywall all screws 1 ) A it (((� ` F. 30"X 48"CLEAR FLOOR SPACE AT LAVATORY-.- -..-_ - 5/8" SHEETROGK TYP- 1 5/8' SHEETROGK TYP, I/ yid I :i. } f T = 35B f 1.75x14 LVL _ '- - T _ G. X 6 60"CLEAR FLOOR SPACE AT BATHTUB , 8" � ' 30" LO CHANNELS 16" i R-13 INSULATION 2 X4 WALL o.c. vertical jointslocated midwayi f{LIIC�CICed with Cyl� RESILIENT O.G. ONE 5 DE 2 X 4 WALL TYR, resilient channels. mineral or lass fiber insula,' in t rt B2 3fiB f (2}- 1.75x14 LVL space. t " . _. ..- ___ _ _, .__._. os-f SWAt,pti� OWNER APPROVAL STUDS O.G. i ir 1A OPPOSIT SIDE: One la er 5/8" t e sum WalIL/ . ;I'd or sum veneer base a lied " • ,fi,%Ct led!lie INITIAL: 3 B (2)- 1.15x14 LVL 11111111111111111C - 1 1 Y l 1 Thickness: r7 /f} TOP SIDE SEE WALL DETAIL 1 2 X b VYALL at parallel or at right angles to studs with 6d cement coated nails, 1 P/8" long, 0.0915" Appr'ox. Weight 7 psi ++ , ` PAGE: 40B (2)- L15x14 LVL STANDARD INTERIOR WALL _._.. WALL GALLOUT PLAN VIi Nt_-- shank lS/16" heads,ds, 7" o.c. Fire Test: Based on U L, R1419v, ' � 5!8" SHEETROGKTYP. Vertical joints staggered 4'' on opposite Sitter, Sound tested with studs spaced 224" o.c. 05NK055371 , 2-`l55-0? /G3Vtl�� 141 B 11.75x14 LVL C 1 5/8"SHEETROGK TYP, ' _ 1 5 44 '- 42B (2)- 1.15x14 LVL 2 X 4 WALL 7 (STC=50).. Also sound tested with studs spaced 15 o.c. and tt1ith twO layers of /8" type L Design U395 2 X 4 WALLTYP. ___ __-- X gypsum board on the resilient channel side (STC--5O). (LOAD-B�Rt ) Sound Test: NRCC TL93-103, 3-98 s OF: 1.43$ 1.15x14 LYL STUDS 16" O.G. - - aa4 . _ } / NRCC TL93-118, 3-98 t G2 '!'Jr, b /1t11� f per I {�(� ffet �7✓Za / a[ n5 rtrtG . 5os USE MIN., 1.75X14 LVL UNDER SHEAR WALL IN ADDTION TO TYPICAL FLOOR JOISTS. TOP SIDE 2 X 6 WALL I/r a3""- PLAN AREAS GENERAL NOTES MAIN FLOOR 3,921 SQ.FT. J. STERLING ter; ' •• 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWISE. T4'-11' 2. ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.D. ry 2ND FLOOR 4,200 5Q"FT. - - -- J. STERLING - ----- - -- ----- --- ---- • b D' 36.4" _ 3. VER ^ 3RD FLOOR 4,0oIS SQ•FT. ItYHEADERHEIGHTSWITHSUPER. _. $ .,... 1aLaxla va.�Laoas;:r•-a g .,.,. ,.•-. cat e «d +IIIIII .a�a:sm.,z IK,Ia..s5.,I;7 , ., .- . .ff` -, .,..- - ^..•; _ _ .._'v: �;� - 48r..§`. .a•n. :,..., ,_., � b. 5. ..:."v, a;ai'. s' .,.0 - , a7"' - � /� I._.__.-_- ----- -- .- _- .... .- - -- ._ -._-_....__-_ - la .;. . . . .I., �; ._Aq, --_--�.. . ,...,",". , .., z ;�".^ B ..�a a...-�.,,,. .��.�"�,... .< a 1 ,. s�" %': a?'Ft ^��.u'".�a:.•. ..�r , �� �. �',�.s�" ::+�:i s... .. v -�- . i,=�..�'�° � - I I i, Al sIM 0N! i i I G e 1 ( I { ( ,., .-1K.xr, 4 OTHERWISE RWALLSARE2x6 16"O.G. 5TUDS, UNLE55NOTED 1/4` = 1` U.N.O.UTILITY/MEGI-I. ROOMS 552 SQ.FT. IF HAN ! Rs': _I } Al { IL ° ®i 11 y fi II • TOTAL LIVING AREA: 12,7 1 1 SO.FT. li ifi (I { i . i 1{' ,; rI { II 31 {1 I � OTHERWISER WALLS ARE 2 x 4 16 O.G. STUDS, UNLESS NOTED W I • 1 07 , II { 1li I 5 D5 U I \ : r: { I( ,i it ,� I t3 �i. _ kL' , • II I. -2 ('�GJ .. R { _ . I f I b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER °- �Aq I1 I ! I ( ! I -5- DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR ENTRY PATIO 148 SQ.FT i- - Al ' ,I ! o I i LOCATIONS. } 1 f { I ( Al 02-2719 N FRAMING NOTES POST SCHEDULE I, II ( ,- I f I I �} DEFAULT MATERIAL:DOUG FIR NO,2 OR BETTER • {{ I I V IJ �, n d> f I r j I , I I } DEFAULT BOTTOM CONNECTION ON PLATE:2,FC OR 2,A34 WITH SCREWS,OR 4, 160 FACE NAILS. 7 l I I I :,'{ I I 1 I •I (� �I, I .3. DEFAULT BOTTOM CONNECTION ON BEAM:2, FG OR 2,A34 WITH 5GREW5, OR PGz. I j ",�_ - I• ! ( ' i' { ''I •-- - - - '- "' 1. REFER TO SHEET Ab FOR FOUNDATION NOTES AND DETAILS. e DEFAULT BOTTOM CONNECTION ON CONCRETE: PB,OR AB,OR ABU,OR Anil,OR CBSO o -1- I , B )i B { I 1 I �'- , I t ! ALTERNATE BOTTOM CONNECTION ON CONCRETE.#5 REBAR OR 5/8"ALL-THREAD,EPDXY 6"MIN. � - f 1 t I I ' Ir - ,- : I i I :• I I I 3 2. COORDINATE W/MECH. & ELEC. FOR LOCATIONS & SIZES OF Aittaatx INTO P05T BUTT,AND b MIN.,EMBED IN GONG.GONG EMBED MAGONNEGTOR R EPDXY. I ! --- Al } IIIi ( I { 1 " : r ` - ' .•:_...h 'i FOUNDATION/SLAB/JOISTS BLOGKDUTS. II (_J MARK MEN., USE ALT 1 MIN., USE ALT2 MIN., USE m r II ( ) = • •°6 (J) 1 (IF BLANK, USE DEF. ABOVE) I �� ®I i 1 g ^-- i 11 e ;, i 1 i II {, 3. HE FLOOR IC DE IGR RONL . MANUFAFTURLRSHALYOUT 5PROVIINN EAN 15 FOR i0P 2-2 X 4 4 X 4 l , ii1 Al, I I I 1 �1 SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT t � I ,,, ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL I j ' I I i (( { 1 I I f Bi PRIOR TO THE FABRICATION AND INSTALLATION. , 0 3-2X4 2-2X6 4X6 � __.__._._.-_..____ __ _____.--23'-41n" iI II 'I I -,I -SIMP50Ni9P�NGERS 11 `�I' tl i I:., i. II I ,I I' I' 'I I� I ( it II l i( II Iii iy' A � y ; 4- 11'o -_- B5_101n" I - 4.ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED I m • i m { ( • u'-• BYMANUFAGTURER 3-2X6 4-2x4 6 x 6 ' to au 6000 t.a DF^I^JOISTS _I i i ; __ _I I I y 'I II _ 1 -! ! : 14"BGI 6000 1.5 DF 'I' JOISTS 16 O.G.__ _ {_ C i 11 - -,--, -61 J . 2 oc i I: BEAMS SCHEDULE 2Fv FLOOR DIAPHRAGM i (( I i 72 FD FLOOR DIAPHRAGM <( T { { ( " 5. FLOOR SHEATHING TO BE 3/4" GDX OR 05B STURDI FLOOR T&G, GLUE I1 I', II 1 I I -{ 1 11 AND NAIL IN/ RING SHANK 8d's 6" EDGES & 12" IN THE FIELD. FACEIt 4- -----14'-loin' --- -- -.._.. ...__ ----. --_ ._-'-1l-b 1/2" ` I�b'-7 in" i, rTl'- 1 �---- - B310tn' 1 - DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. sF N oaR a a!A , :_ - !1 t \ GRAIN PERPENDICULAR TO SUPPORTS. RODE SHEATHING TO BE 7/16" A I� [! i (1 1 050 OR EQUAL. DEFAULT GLULAM,LVL,PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. } I, ,, , ...-:_ _� fYr` r _ _ iz__-, _- • -^`'� ,- _, pE,atelN,S try.y..L ! I ,I I , II DEFAULT WALL CONNECTION:3 BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. " 4,:,�, ;i i i ;; I: II ': !: ?" / +I_ 1 • 7 -' - --a'^• : -:.- - ;;41 ,',-. Al _ : -•�- -r + - 7�:,__� '� i _-i _ ::� _B_ "dn:m ..: ' :: . '! It ''. ;: ,,. ,-. , t I t -�, • ,� ® G � ` .. :•: . .{' .�:.,.: . .. ;.'. -`, . .:, `�.;-' •-v' ,.._. � .. , - ,-:-{fir s <. � ,`,''-- ,.,:} ':'_ ,/ B'� ;Ni I. DEFAULT END POST CONNECTION.LGE,AGE,EPGZ,OR EGCO. ! y -i -i 1+ I', •: +•- : T ._.... " I... 1 -- • ^ , I r ",.` ,•` -., • 1 *r1•! ' . 1I""_.,f -•- - g"_- _�.; - ti qq I 1 { { ®© {/ qq q ( 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST a DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LCE4,LCE4Z,OR RTC44. 'I" - - -• -'- -, ,- E s-! ,,, _____,-,,,-„ ( _ WV/ b r i ( I- I , FLOORD N DEFAULT MID-POST CONNECTION:LPGZ, PGZ,GGQ OR SIMILAR. ry \ 2'-0" `"i ,I ;:--� II, I 7f 1 I SIMPSON ,1 �II �,I 4-4 \.A9 J N5 AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO ` x s DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HUGQ OR SIMILAR. `v ��- , r__A I _ , : : I I ( t • I1. HANGERSJ !1 1 I I • ` I I I + I01` ZA �' FLOOR HOEDOWN LOCATIONS. - Aq • _ = vC J ,"i fxk_' 1 :':..6 _ _ I I 1 ., _._II SI 1 ` 1 , t� tIW.; w ENGINEERS CONNECTOR BB Ir+o `� MARK MIN., USE ALT 1 MIN., USE ALT 1 MIN., USE 11 1 I 1{ I I I ( I I ( I' I I j 7. PROVIDE BLOCKING BETWEEN 1-JOISTS AT INTERIOR SEARING y (tF BLANK,USE DEF. ABOVE) t I 1 ,{ { i (t "- I, • I I I ll'h I) I _ • II LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. „ , „ 30B 4x12 bx10 1.75x14 LVL 1 tte" 1 I I 1i 1I I I'• I II11 II ; i { : { ! j i C )', ( {' '� I it 8. ALL CONNECTIONS TO BE 51MP50N OR EQUAL. �� ' I1 i i r 35B 1. 15x14 LVL ( • ( {': 6 / g ' {i ? 1 i I I= ) ( I' I II 11 1. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE r iL o CAggql If II I i I II I I y I I I CONNECTIONS A5 WELL A5 FROM TRUSS OR RAFTER TO BEAMiii 3bB (2)- 1. r5x14LVL �I I 1 I 1 I I II I! I { I CONNECTIONS. I I ( I i • 11 I 1 II j _ ' 318 � (2)- t75x14LVL 11 tI ! H `1 1. LI �_ L tit:: •' �,=t { ' i� I " �! I 1 I � ®• 51MPSON HANGER TYPES JIi i II,. } , . . it Ii I I I I }% !• I i ) MARK TYPE SIMP50N HANGER MODELS 40B (2) 1.75x14LVL �I,• II d1 it [:. -: • it I I �I I� f I ® 1.AG/AGE 4- BG I i t tI a ;.' r ► !t '' • 1-.--'"`- t 11 11 1 i ! - ..._ ?. 1_ It 11 i. --�� .-_, - ---- I n---�14 Bel 6000180F I JOISTS 116 o�G.._ I II sI 4- �1 •, ,w _ 10 POST CAP 2. LGE L',� I416 � 1.75x14LVL 2 I �I �1 I i( I j ;� Ii I - ooRDIAPHRAGM I i • I L I � � " B J I a2 F { 3 RTG _ A9 I i { I I 42B (2) 1.75x14 LVL II I I. I 1� n I 1I 1 ABU �. .._ .�i _ .i • ( 1 {� '� �i ` 11 1I I` IC I I I d POST BASES 2. ABA ° �x. ._ I I 1 1 � 43BF 1.75x14LVL 1 it ick { i { 11 -ANN -' _ x v ;' �4"Al I j _ " . I I, E4.4R.15 nh i 1 1 A9 ( _ I, • t'5 314" I I 1 I I :' 3. H2.5A - Wet ` j - i 506 USE MIN., 1 TS 14 L L UNDER SHEAR WALL IN ADOTION TO TYPICAL FLOOR JOISTS. { I ----, _-- - _-, I beARtHG 1 I I I i„-. _ ----- ) I I ' [a .-1 II j I '' ! ! { I �� b-51rz ..... .,., 11r•a3ra" . _:, . �" I 'fig,\ HURRICANE TIES 2. H7 JOIST SCHEDULE , �{ I I r II I� !I II , L � -. ® ;F : :: ®. , _. = : 2ato :,1� Aq TRUSS SEISMIC & z ' DEFAULT RAFTER OR DECK JOIST TO BEAM CONNECTION 15 CON'T OR SKIP BLOCKING AND H2.5, , ' !I I I I I - i p { I SIMP50N MANE RB- #2" "' x 14 ;i, I �' _ 1. HGA10 �. II s - 1 OR HI,OR A34 WITH 5GREW5. I ( II 1 i I I e1 LBs- i ,, '1 1 a ;II DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. I, I II I 1 i ; { I. 1, I ! II I ,; I �. tj Tf . " < .. m � " j I j I I� (' I '' sic EXP. BEAM SEISMIC DEFAULT SAWN PACE MOUNT HANGER ISU,W,ORWS.USE SLOPED/SKEWED WHERE APPROPRIATE. In I 11 Ii .I II �' I Ii iI i{ I III ' ;n' I II Ij ;': I, 9 f.' �i.J ? ` tJ f h I� II � .I� $, HURRICANE TIES DEFAULT SAWN TOP FLANGE HANGERI5JBA,LB,BA,OR B(WELDEDAPP, USE LB,BA,ORB) a' ,I : i ( II 1 _, I I ,I 1( I 1 I fr� !� 1{ 1 i_ I ,i Ii_, ,•: m , 'Y I; I r.;:: - (yANY NATIONAL I J015T BRAND,EQUAL OR STRONGER MAY BE 5U65TITUTEO I [ `� r o - rIDEFAULT I JOIST PAGE MOUNT HANGER ISIUS OR MIU ;` I 1 It } - !,DEFAULT I-JOIST TOP FLANGE HANGER 15 ITS, HIT,OR MIT j II I I1 II I I ,• f j {,Q • _• - $ 1 Y 1 � - " I ITSSPLAN -�„ - MIN., USE ALT 1 MIN.. ALT.2 MIN., CONNECTOR(IF BLANK litI i Ii { I I ( I I I; „ -- A iI lli - GALLOUT MARK USE USE USE DEFAULT ABOVE) I I} IIIt isi t II I 42B �q - iltI I-JOIST HANGERS 2. MIT/HIT ® .-.. 14"BGI 6000 1.8 : . ,. A ." o - k �tF,es svfNl. i 3. IU5 / MIU IL X 60J 60J 16„ .,:.1 .- . Aq -- i iI :._ ! 4r ' .; • =,, • • iI UP t Ii f ,r,i.i ' - Z. �/ - Q ,. A9 t I { In" 1 LU5 4 L55U • • ;, ">tBi i' 1 1 I , FACE MOUNT LU W 14" BC' 6000 1.8 14"BGI 60 2.0 \ , _ __ 3z-5 _.._ fl ;f 61J 61J " '�:. ( iI g2. HU5 5. SKH {- H • 5H6 @ 12 @ 16 0 JOIST HANGERS -------- ------ U- III -- - • jz n -j 32:.g• .... .. _- , . f -- AzT estiR,w�wt 1 A 1 I I 3. MU5 12 FD FLOOR DIAPHRAGM _�--_ _.-- t HANGER)1f1/4 �ir-63ra" _ 1 .r CUSP HAN R (� (� * „ ii I( 1 Y �' I i I' 1+10 II 1 B I e } t AMf I ii ..t' 1. HU 4, HHGU ili ten 1 1--{ l3 SHEATHING: WITH JOISTS AT 24 OR 14.2" DC, USE MIN., 24 OG RATE%, I 'i II `i I I I I 11 . i" '• 1 '! I ' .. II i ;{ j 11 II I I I II 1 I i I GLULAM BEAM AND _ ,I B I I • If I , i II iIDOUBLE SHEAR 2. HUG (USE OFFSET APA STURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1, if , 4„BC' i_enF r JOISTS �6"o.c. ! �- � 1 J i. I I} • HANGER FOR { 14"pG160001.8DF"I"J015T516"O.G_ JOIST HANGERS �� �.. ,t i I I •, I 12 I i} tn•Bu soon i.e DF^I•JOISTS 1 2: tZ FD FLOOR DIAPHRAGM 'v FLOOR DIAPHRAGM �- 1 ry 3. HUGQ EDGE OF DECK) PD FL OR lib SPECIES GROUP 4. MAYBE OSB OR PLYWOOD- 1 • (I I? I' I 11 a'o.c. i I �' 1 i I I 1 < { 1II 1 I I. 1 2FOFLooRrnnaMRnGM I 1` g � try LL ' i I 1 j! i i B` NOTE: IF ALT HANGER NEEDED, VERIFY W/ SUPERVISOR. GOOD FOR 130 PSF, TL @ L/360 DEFL- ,;y II I 1 �I I j I I 1 1 11 1 ) V , , I AG1 II i A9,q; .-ax * SHEATHING: WITH JOISTS AT 16" OG, USE MIN-, 1b OG RATED, �;` ( 1 I I' l{ { I I { + I �. _! al t, I i w a {, I ( ) 11 II ( a I i m I. i E APA STURD-I-FLOOR, MIN., 11/32 THICK. MAY BE OSB O 4 I I 11 I I I' I ; �- I I1 • 1 CV PLYWOOD. GOOD FOR 245 PSF TL LI3b0 DEFL. I I( r, I I IIi• jI ,..I' } [ �l 1= ); { I T C� I 1 II I{ ! ! ) I it 1 } I 111 I1 f, I I 0' , e * ! 1 �� I I I i; iI lI �` �I 1 0 SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) it j II I I i { II i1 I +i ! f I� I, • II • !} !, •! 1II1 , - ;- I I , t ; - ORIENT SHEETS CONTINUOUS OVER TWO OR IiI 1 ' R r CONSTRUCTED AS • �' ; I I, I i I' I )I f I tt, ( I I I i 1' 11 I I1 i srwF ENCLOSURE I I1 j 11 t' <ICO MORE SPANS, WITH THE LONG DIMENSION '' ' I j 4 * ACROSS SUPPORTS. I l{ �� { ,II I I I, i it • I `, II B I I q cA. ai i ,, I {I { II• NAILING: GLUE, AND CONNECT WITH 10D RING SHANK NAILS OR I I II i it l ! I I II I IJ :i I I ( ''1 1 f.'3 & ;x I #9 SCREWS, AT b EDGES 1 FIELID. a !! • r ; �^ 2 E D. : I a I� �.__ 1 Aq ! 5 . 4 t 6- -SEAL-Aq I I !, B , . * BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND Al, Al n .. , Lea CONNECTIONS TO SHEAR WALLS BELOW. • 14'0" 30.6' . - - a aTesv.i rar.. 14 . Z �-a-'I �/�� /y �1 C L^� R t'1 FLOOR-CEILING SYSTEMS DETAIL r iOVY- I I�l'�ME �J 15FF FLOOR-TO-FLOORHOLDDWN hag" * MIN., CAPACITY: GOOD FOR 1105 LB TENSION. < ; _. '6ggxzn GA FILE NO.. . '1 g GENERIC E HOUR i � T'`. * STRAP: USE C516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE CY sg=.,y,. N512Q cEs FInE SOUND AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 100. e WOOD I LPIT GYPSUM WALLBOARD, P,5i g - 1F STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. ly 4 < o RESILIENT IL.IENT CHANNELS / I * END DISTANCE: 13" MIN O Pam °° T EACH UPPER AND LOWER STUDS. APPR <�° E i '' r , Ilboard applied at ricer I s to resit W. -:h 4..; 0 U - OX TOTAL LENGTH = 26 DEPTH OF FLOOR SYSTEM. i ° Face Mount 1 1 . , 1 1. = „-i II ;`.r.; 12' o.c. e silie. channels a p II,. r ,' , ` l-11 3l MN P * �z 2 32' I LYWOOD/053 z°<_ . zSY 1 '`> !'(;,`i:_ 1 ', I -'StS with rlliii!R'li:;? 1 1' C!'.3i>l "1e '- - __ Floor Joist Blocking per lRG 502.'i Joist hanger OR RIMBOARD CLOSURE, ;� ZZ 11r. ems•} and minim:�1, .i ';[ I ype f ,c• It oo ,.'.1 .) 1 f ' es, `4" CJ.C, .vitl? i . " 1 e 16 dr vvai1 ;. , layer " BGI Joist (Seismic, ignGategoriesD1 & D2) trill w�°wV j[3 face ray j/.,�..• ""' o +., 4.: �'r .i , rill. ) �7 -I" i at rf;tla angles " S�Tir1 l3 with , I " k: J g l // ® gg �'� * '* BGI JOIST BLOCKINGw'O angles to Ci'1' Blocking '. REIxJIREp FOR CANTILEVER. Q �� If , I - . .. !�! _ �., �7 NAIL.WITH bd NAILS / �o'dx `')r y a , I I : 7 ", F r end j `J !oca'tG-d midway between a I'. itels an / Fzo� rco y M�oar INTO EACH FLANGE. Z < z ;11 r -:_I ' I '2 ' Type screws rews 12" o.c Edge joints orlsei 2,1„ From R� / / ___� ,I 1 J 5/8" oriented strand hoard' applied at / g� %�� �� : a= l 1 common�t',4Ur ;t tli5 _I :" G.C. "Is,,,„ I . �� \A� OWNER APPROVAL I --di and without vinyl floor covering and with 112" glass fiber Intermediate \ Nail Boise ftimt�aard -"- .4 INITIAL: i, ,r1:1. ,r- , l.,z�; : u . Third layer of 1f2" r 518" type gypsum wallboard \ CC .: a i!!?its Bearing to BGI®'oistwith ge Versa-Lam°or Boise GLULAM Beam: �\ \ PAGE:required to achieve 't hour fire resistance rating when glass fiber insulation isA ) t .z ^ -„-.-' (WALL OR Nailing nail into each flange. Beam width shall exceed used. #. #, . 9Periocal code provisions Fire Test: 1,1 H.: . ,----1- Re 'sy^ew 2x specified hanger nail length Sound Test: CC " I ' ' ' " - CONTINUOUS BLOCKINGEppt-- RIMBOARD C JOIST TO BEAMG NTILEVERED FLOOR JOIST oF: - STAIR STRUCTURE TO HAVE ;Ic & Pest: 46 (50 `.vinyl floor covering I , - - - _ NRCC 13 3 .53,3, 6-30 0t3; ____Y NOT TO SCALE Lof / NOT TO SCALE NOT TO SCALE NOT TO SCALE SAME 1 HOUR FIRE RATING NRCC B-3150.6. 6-30-00 ' PLAN AREAS FLOOR PLAN NO,, ,a \— — — - __— 14'-„' — --\ STER LING LING tviAI - O y� ------ - -- --- --"- -- -11 "-"'/'� }� _FLOORSO.FT. 'a. --- --- '•2'-5 t12" - -\ IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA I • 1 'WING ACCESS TO EACH SEPARATE SLEEPING AREA IN NEW CONSTRUCTION, _.___--..__ ___-. _. _-. . ____--. - - _5,-0„ \ _ __-_g_p.___...- *__._ g-0^ .:. *__. I__. _ .12:0•:_ . 5p - `C _._.___..�.q-5" _ __ _--__- 5_C- _. .._._.. _-- ----__ _ :.- +, `},-3'-0" \ REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE J. STERLING ry 2ND FLOOR 4,200 SO.FT. 72 �060 F1Xh / / / I'UILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE` ! '` 'S' °� REQUIRED N EACH LEVEL OF THE STRUCTURE. ...-__... ____ - __ __ _ .. ..-._._..... ... / /.. / � ...- _ _-. .. -. _-t,_�_.�_ - . ,i'. I._ . . __-.._ -__ 1,.[ __..- _.._ ._-__-__ -- 4 -- 1 .` -i EGTORAND COGO DETECTOR ARE REQU O EA E 3RD FLOOR 4,01& SO FT. T ( __ 4X 2HELFANDHANGINGRQD. it A Q i' @'lb„ 5 ry �'. ---5'0 It @q6" A �1 IIIII � Q96' -. _._ g_p __ �A� V�96" � "-I�Gl ��6 5 '�` iv 1/4" 1" U.N.O. ' 11 UTILITY/MECH. ROOMS 552 SOFT. 1 }� ,I Via, STAIR 1D� 1.1 a Y ,__-.... --- - - - 1 1 - ._. . .-... r o .µ @ ry BUILT SHELVES. W _, zz4, ••!, 0 I,' I ,, 4r d '�! {}l'J �Uc 1-T " c� { � r t+".GA ^ BED 1 B IN -_ _ l] __ --__ -_ _- !2, 1 d ��. T. - .o J, 4'-41/2" - i T ..--N 'i ., ` '-` r r -rrr'cL LIVING�7 AREA: _ Fe ~� 7 - �, A� C, TILIITIMECH2,,. , 4 CABINET-OWNER/CONTRACTOR TO VERIFY. ENTRY PATIO 148 SO FT. o o M a I I ' \_ 02-21-11 _ --._._-_. . - ---- - ~z :,_ ;_ - o I I ,! - 4 �__ --4. 62 r I n• _ -6'3 �i_�' - - - -- u 5 J2" - Ik� / EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRE55 5.7 - - ------- ----- -------- I1 t „yM _ •_ + :- - I-_ _ : I 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION'TO BE 20"WIDE AND24" O BED ` r " it ?' "'�` - _I_ - �I t , ...._. / HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR 1 VCEILING 11 - -_ -I�1 m1 1 F' k 4/% oec d I IN ._ z "`g'II Gll �� ,n s oesS� $1lX' n ma' I I . I -f'' _ G17-. 1 -Y G1 - 2 IL r '"_ A�pLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CANTROL,SUCH' I,, I _ ,r, ® A - ED AP! - - "^ 'mW GLOGK TIMER WITH ASANE RATING OF t.50R LE55.// ..__.., . 1 G2�; 64328b1 III ^ / ISOM zb 'I ��cc_..___._.-._.._.____ _ w : 1' .- - - I m L°a 3600 SG FT F,AU.ON 76"HIGH PLATFORM.TOP OF PLATFORM TO BE 1 1/8^T&G PLYWOOD. `-� . .. _I,L r Q . l Iri II Per ct 'v-- n� N3 4" "1 1- '�` R. - G T MP Yr" - SHOVE 2 I I I II . DM C)P y ' 1 b'-1 1/T' X 4GEILIN6 N EXPOSED FADE AND SIDES TO HAVE 1 LAYER 5/6"TYPE::X::GYP.BD. NO FURNACE SHALL {f� '�' , tc7 1 1 .'y 506,0 6 7L,T"' YE:5 51X/5?. n G - _ _ - SHOVE�,. OR CLOSET. PROVIDE AT LEAST 30 OF WORKING SPACE IN FRONT OF f X,..i_, �. ,i t.l �yl� t,�l-1 �® - ,� o v qd a i' BATHROOM,7 Be 0 �d _ _ I _ 0 0 of IJf Q toIN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH ABEDROOM, I' du' y r 7� 1 fT7r ,h d0' YE.. FIG. �.:: '� ;t, Jt`,�' /'� m n 5 1 FURNACE 1i+i ^ _ I -�Otf� _�72" FIx/5L. Ft _ - _-. `'. - - -. �._- II D75 �{f . . II IT ry CV rA� 2 11 .0 __! m ALL BUILDING WATER SUPPLY 5Y5TEM5IN WHICH QUICK ACTING VALVES ARE 0 fs t FITJSL.. �- -" r -� y - j----5•_q -- q_t^ 5.1 --- - u { 4'-51/6" 4'31/3 --- v� °•""^�<< 'X '- 1b INSTALLED,SHALL BE PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES > i a9FC -' k _ I I d I; 1A - � © I V m RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, , _ ^• r 34" 72" F1X/SL. 11 ;-" _ STAIR OPE[{IFIG4 To YF W _ •'^Je: __, .. _�aL%; ._ _. Cl '1. c{9 "(�` ,.�T .F END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE µ _ woes m ._. .- ry 1 -.. �_ -72„__ m - G / F %,,4 b,. m - -. - - STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN AN ;". v . I._ o ,n D46 6g • o L.I 4 GELING it �0 - I 1 1 5G5J 54 ' 1'J.' YES ('IXf�L. #26 T. I BE , . - ,r,e=sa^r�s`s... . i ;,.,am I . .. EARTHQUAKE. F c 7 - - lb"1HR RATED DRAFT STOPS r _ 4 sr. I { _--'T-60 - 12," --„ m "r s oer. '' > - it - PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&GOLD SHUTOFF .:...._• 1 o -, '� HOOD.MIN.100 GPM�"_ ! `i - If In $2 ; . _,I , _,L„50(:,4) 5�' 2 ' _._,_,_ X/5L o ry �$ r__. . "�'I CONTROL VALVES&WASTE AT WASHER EXHAUST DUCTS SHALL NOT MAXIMUM LE ATOTAL T ""' a'"' } c �' - 4 CEILING - - N - B2 - 1-'i B1 .il in COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF Lti ,,.1-1') _ '~._ ,, '" FI%J5L_ o m _ _ I _ - 8 _oG PT -_� �;�{ -id iTH THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR ?- I 1 IL d1 ! 1 6t)� Jr) '. Y PIG. - 1 - - I EACH q0 DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF i _ _ 1 ,w �,, _--_,,,_-„ FIX/EL - - - - it - 8 ( --1-: _ �1 / - " "' - - - - '.._ 1- / / SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. �) I o. _._._.__._._.2:.--y...._..._ F r / / -r- - .I HOOD.MIN.100 CFM 1 ? � I / - 4'-5 172" ,� 1 T-5 i s-2'-4 112"_,r ___._ t0,_1„ _',_-1:- _ 2-0,. x I^*_ :::a, a. _ _ - _2 -+-��S 2 p 1 B2 �i WH1 I I ry -a HOOn,MIN.7o0 B1 111" E-B7 --�- I 'il 1 T MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWDER ROOMS BE { '�; t _.. .-. _ ..__ _,,.. ' `-' _ LX7SL. , ,,. 1 II 4 L 2 ! , __ ---i_ " r---'-I_ ' 1 I 1 ' - PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 '-..- 3 -' i SGfr 12 v F 'cl .o',�[:, -.___.._.____ �.la , ""'�' o ,h; 4. o ;I' / G.F.M.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLE WINDOW '' b a_ � - '�/ „ 2 ��'---'� 15• ,. _ , ___ _" ( OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE IS 4 INCHES. DRYER,KITCHEN, i Oh 111 �.._ b {.._ _. =Iw51_ j k w5 3 L a t. ' FIXJ "'� , �'- t .4.1' p I 4 I :I u' 10 AND BATH FANS TO BE SEPARATELY VENTED TO THE OUTSIDE. INSTALL DUCTWORK - _t o -----.--- -- --- 1 , , __ __ _ ®@ __ -I I• o�- '� I PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE �_ ) i - �1 " YCc✓ _ FIX/5L. yi', -- - ----- - -,<"�- a''6" `�, �y Ij I ry es rl I .t c - r CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX 1 12 Y #25 1 s v CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH _ - t r G0 , FIDE_ I tl, SC :e- q DOMESTIC DRYER EXHAUS 2 SOh( bJ ?1 YE5 rIX15L. _ {I +, �rClI 1C . ELI FT : I m w 8 t - t._. ___ ____._._.-...._ _ I _ b } Y q ! 9 CEILING 22"x 30"MIN.ATTIC AGGE55 TO BE AGGE5516LE WITH UNOBSTRUGTCD HEADROOM w t�i f 46b 44" i ___ r-I tL, b Z?0 si FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. 'w', Y --I - ' --I E� ` ' e V- - I i^ in ;p STUDIO m 4 ') O QI11 ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR j 4, 4 - k'> ^h L - I 4 4 CEILING Y 1 I\-� mo 6NOKEOEr Iii SEALED TIGHT. i ._ _.c -` 4X6 1 .E,.. ...I 4& 1 1 I f" ,2 ', -_,-_,'"1-' „_ 7_ ( I ' GE vet r.= vI I vi GUARDRAIL36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. it iI T�1 74, /6 r:,' �'' ' 4Cg3L. 5 R, 0 `,,' I'' _ I __�- __ I' ia:, m 12 INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A4"DIAMETER SPHERE TO PASS 2. h. 2 es ws1. B2 �G� iv o n 2e5 4 {1.1.-'-n._._r_ .: .....-3_....�.... _........__,_...-..... 74 R-11" `� _-_- _ -tp_5 _.. - _ -10'1" ,L.� - L,'ED !St _....1 . -.. �.e ., ..,e.,.-�_......_.�x... THROUGH PER I.RG.SECTION 312.2. r..i a t> 1. ,7' „._ sue___ r"! 6C I __. r1w51_ , A / - _- ____ - __ - n--_ _ - , 5 `-I PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR F: - W- 64.2 -_ - _ -- -- , Il 9'CEILING �� ! TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO q I.�3 6 4/54. II N f ✓) 60 7 _ __ : I`U a s- I /. _I 'I Ti s. _ _^A" `" FINS-2_ b 'L' -' I ''I!, -I q'A 1/2 Q I 1 In 0 alo� t"( ' 1 MANUFACTURERS SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE -• r i ° OE+ 50 ' 7` I C' `o m u,� R „ rvcr v ` IN __-.._._,.T. -___I - _-�- ! - Ti__ ''.I '3 SURROUND&HEARTH MATERIAL. "- �,r ..__.._... ~Y �)r_ `',- 72 � - f.'/�(✓'� 2'-0"`� r-0 \ 3 2 1t2 m li $1 �� II 1!i `? I - F7-BATH: N HALL co VET, G1 5 I �D $ GARAGE FLOOR SURFACES SHALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR cf,3 v 1 2 50bJ au rE" YES I, �'� 5;ar 10 �I y v 2 .1 'Jeo 60 Z YES /-F c • m n 0 1 tr , 1 X �v I MIN.1/b PER12"TOWARDS MAIN VEHICLE ENTRY DOORWAY ORTOWAR05FLOORDRAIN. ; L J.._1'C - ___ - - -- } _ 542 SOFT tr ,Ti _ _.J..__ ._f..-- L0 V` I � {X/5=:.... m _ S :,'n I / ! sl+oaeoer. r J , L� t'Y 1 v so E«+ . Ud '- o ;.._._.�._.. Y I Bl "�' I ' 4GEILING cpi Lv I._I _ _ � iO o uw 5✓6 b," 2 TI aL G1 - .r..._.- _ 5 ! I?Ca . m WH / T I', - .__.-__ 82 I g' •- _ t i TEMPERED GLA55 (;- r_ ! y OE+C E,0" T2 YES -J`�i_.... m ' Q, G,11 :I `I .. 1 B1 _:.e C 4 3�9A •* °°- _ 9 GEILtNG - 1 ,{ m -� m . -._,__ :kt54. ��� f @ 4, o, ,. Il. ,i_ .-,.-. -_ __ _ _ _._ i .".".,-, _ __ v _ ._ s;") 1'.) � _ so �h'z -.. .`i "7 _ '1'Ci' f r D6$6066.. ' . L jl! . . - .. :6 ---- - - 11 '1 .� .. ;;,'I /z / (4y. 1-_ q.. 0E 60' EL' :-UV5_. --_. --q'-0 --3-2 V2; _ __ _ 10'-1 U2' __-_-_ -- `Ih __ -._10'-, - lij 'II WH -AI re u" - e [ �, 80 _ 1 20 MIN FIRE RATED DOOR W/SELF-CLOSING DEVICE a yr 0 E' l�:. its_ ,...i. ""RT T', _'�-"" F�?t/JL. a <./ { 61 CIi1. . 52 ` HOOD,MIN.t00 GFM @ I .,. 41/9 , —. cs L _tISC S rIX9 o , HOOD.MIN.100 1,, g:e X 1'_y� 4-11 - U 10'-1" - _ --� • I E��E. � @80 @80" cPM ! -- -- . nR,N;:. . . - ------- --- — _ . III __ I ! . �_ I . - �- - - --- '.1- / 1 - . _4 u tx ti I 14651 _54" 12" Yc5 r r^ X m m .... - a, ..', ! ! �i," �_ _. ... _ _. _ _ _ i - - __-- _ '�' _ �__ 4 -G� 1 Y IXi.I. IIf ° ran:.i. 1 _ _ __ al .. 14'45 F — GENERAL NOTES t m___. 60 4 12 1=" i51$15u -uRj L) 1 0 HANDRAILS PER CODE r 1'-0" I F �� i :N � G B2 bi __-,05a_ .;;" 72 _ YET-- �_ FIX/517 r�r �_..- 13'44 -_ 1S-7 - - --- - t2 6 --- - - � �, bo 6 w5 m _ 1 F DN --- i-`„ STAi R 01 ( 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. '��_L_� �..._.,..._ '(ib'? & . .__"'_`- F'iwaL. �_. IIJ ne t II ,�i ,717 APT. -- 0'-10114" I `i'T 5t?2 rrT 1 :.� it in I 87 r -- _ ! c fit EC< FT Et 5u5 I `I s "'' ;, 1 NAILS PER A' ! 1 2.ALL HEADER MATERIAL TO 8E 4 x 10 D.F.#2 U.N.O. ��E .L:A 60 ' 72' -I i, ;' , f'Al ;j 4GEJLING c�over. i ���i� HAND� 5 RGOD�E _—_I, m R BT I I _.. h0 11 ,�,, ._ . r n7S 4'CEILING "l '• ._ .- - _::_ to - ,, m II h 60 ' 12 ' Yr, rxiS{_ G1 635 .v, cian ( _ GtI L��� Ea. G ,N. B J 3.VERIFY HEADER HEIGHTS WITH SUPER. 1 I 3 0 60" - X 51. p I r 4 HANDRAILS PBRCOPE I -- _- ; I 4.ALL EXTERIOR WALLS ARE 2 X b- 16"O.C. STUDS, UNLESS NOTED "" . al it'll_ ._. u ..€.0 54_.. I.s..__._ Flwc✓ Ii (B2 a'_"-__ �_ _._-- _ L62 cv\ _.� _ ds - rii FURR OUT OTHERWISE. - r __ UP i 'i - .___' rr / __.. . Q._ f d;1"'I`•' �-�_ -- /- _ ""-.- I "e1' _ _ _ I ' �62 __I aT..�. 1, L_2� 4T& real BC" x _- y ,�,.. V WINDOW OPENING CONTROL DEVICES WILL BE REQUIRED AT SILLS OF , ----�h--- ��-12'-O 1/2" - - - -- ---I - - •'}, >� ~i�--- 18'-27/2"- Yv Lk I - ------ I, I !I 9- c..0., .,.� HANDRALS PER CODE 13 D 7ta ` HOOD,MIN.1.,0 GFM - -I L- _i I 1 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED F_- tn WINDOWS BELOW _11 1 MOOD,MIN.100 GFM ` '�I � 1-0 '.:_: Lt-:�:".. L•-. OTHERWISE. i OPENING TO MEET$EGRE55.ROL DEVICES CAN BE RELEASED TO ALLOW - m II'-'I i '.�-`f j- I II,. f¢e3 . , - - -;`:-- -- "'-`- 11 �1 '•� �" J / r rldpi ry " � I ry L ® m _ b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER z r + G1 II ee A HEADER SCHEDULEI A L: 8 -; II .- N O� i I I iN DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR W tunc2di 0 I Doi IN - ry m U N DEFAULT HEADER MATERIAL: DOUG FIR NO.2 OR BETTER "' I2D ' •ATH I Ip�.- _ o :o •ff SMOKE Oft ' LOCATIONS. Ill `� ry r- 9/�OEi ,,„, -2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN"L"CONFIG. II; 64 SOFT , iv I 1 J 3.-/ o `, ` I b m 2 /I'. Y o w co nec FRAMING �/'� �``� La in -- --- Gl - 12'-5112" \, 5'-q" -- t4'_2„ . . l b 4XE , ;n r NOTES '°'� dam-° DEFAULT KING STUD:OPENING WIDER THAN 6-FEET,USE 2, FULL HEIGHT STUDS EACH END(PL.TO PL.) / ._, _ _-- - -`- \ - 82 - 11 9'-10"- \ 3'-101/2" '�- 9'-3 1/2" ---- -- - Q DEFAULT TRIMMER:USE 1,2X STUD OR 51MPSON LUG HANGER,EACH END. I ,Q GOM \ 'Z d' _ 6 4. DEFAULT KING STUD:OPENING 6-FEET WIDE AND LESS USE 1,FULL HEIGHT STUD EACH END(PL.TO PL.) _ _ r��9 ENGINEERS TRIM ER,EACH E '/ i 1.-- �"'- PLAN MIN., USE ALT 1 MIN., ALT 2 MIN., KING STUD, _ I 1. REFER TO SHEET Ab FOR FOUNDATION NOTES AND DETAILS. 0'1, MARK {IF BLANK USE - n •,•� li �'+t 72D - LIED APT GALLOUT USE USE DEFAULT ABOVE.) EACH END I B2 m - B2 Imo„ (L ' f �0 SQ FT a � ' 1 -- ® 1 �h, _ 2. COORDINATE W/MECH. & ELEC. FOR LOCATIONS& SIZES OF U I 4X6 20 H 2X&L-CONE. 4X6 > / / 51/ - 4_1^ -� '�✓ 1� p//f acELl 7�et c f 4`r- Fa ti 1, n #2 C" - 1 BED AFT. Dsa3o6''pt __ -- Rory FOUNDATION/SLAB/JOISTS BLOCKOUTS. 7 *� ` E pW I I. ; 2:. it r ! / wr F� J - - a I I/ 0 V t t- 11, 7,, I4-•L- zniefor` /•-L �{ 1 9'CEILING a •2 : a I ye. 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR ((''�� H v Q rh EKdSS r a M I WH , 1 .wle SCHEMATIC DESIGN ONLY MANUFACTURER SHALL PROVIDE AND SUBMIT OJ- 2-2X8 -I is q I m 5 U- 4X8 21 H 2X10 L-GONE. L-GONE. 4X8 Q q �(' Ud ,y - r 'X d: < ;, o (3 „ ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL O in ( , be lI ' y woe VERIFY HEADER �j I ; in IF 6 I ! I I I z PRIOR TO THE FABRICATION AND INSTALLATION. Z _ +' r ! G WIDTH a LOCATION-' - - II L c t� @ © 2 in a 4.ALL TRU55 TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED to u, m 4X6 - -2 1 E> / -f� Sri r1�/U Q 1 m 5 15 _.-_ A ELEVATOR _m d° f B1 "1 • ' n BY MANUFACTURER O �� 22 H 4x12 6X10 reRv 9'GEILING - s �4X� ( N /m SNAFTENGLOSURE W o c •$ :,t W34 1 ,r1 U3- I410 or m 6U 9'CEILING I' 5. FLOOR SHEATHING TO BE 3/4"GDX OR 058 STURDI-FLOOR T&G, GLUE 4 - �.. '� /(�"„/I CONSTRUCTED AS �7 POST SCHEDULE I « < . p x+ r^w 9 j = ' r AND NAIL W/ RING SHANK MI5 @ b"EDGES & 12" IN THE FIELD. FACE DEFAULT MATERIAL:DOUG FIR NO 2 OR BETTER m r 4X @ 96" © G1 - * ego- © q161, h l = 111j @ 96" I A 1 I A II GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" DEFAULT BOTTOM CONNECTION ON PLATE.2,FG OR 2,A34 WITH SCREWS,OR 4, 16D FACE NAILS. (I a . • as __ T yx Gast ! - -' ' - _ --- - -- - - - '4. - - OSB OR EQUAL. z> yr /` ! / `"Y,,,,,.,:.<,, ra.,Tsa.Q"..-_ - -_ T ,rx n a :/„." _. _ - 7 2 - t " __ _ ...._. ._ -- _. _ -i.. uz> DEFAULT BOTTOM CONNECTION ON BEAM:2,FG OR 2,A34 WITH SCREWS,OR PGZ. �--- �E'?�' "„"- ' '� - "�•----- -1 - �-- "'� `� - 'p / !S_.-_ I. . � _ ..,�- s a„ DEFAULT BOTTOM CONNECTION ON CONCRETE: PB,OR AB,OR ABU,OR ABW,OR CBSQ W36 5060 PIX/5L 1N35 5060 FWSL. I /v.7s 5v:`-. I -- ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR ORS/8"ALL-THREAD,EPDXY b"MIN. \ 4'-0" )e-- 5'-0"- `}N 8'-5"----- -- `l. 5'-0" `�N 5.-0^ \ 4'-6"-- \ 5'-0" \ 4'-b" \ -------&-b"---- ---`I, -5'-0" - -- -'h S'-0'- `e- ---- 5=0 - 4'-0"----- b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST s ) INTO POST BUTT,AND 6"MIN.,EMBED IN GONG.GONG EMBED MAY BE WET SET OR EPDXY. LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO o u o ENGINEERS CONNECTOR \----- rr-o1F2" --- --------------- --t6'-a,rz^- - \ \ r-q- \ 1o•-tto°-- -. ----- \ 3•_1 9'sv2" - .._. \ N FLOOR HOLDOWN LOCATIONS. ga°g . MARK MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE �:g� (IF BLANK, USE DEF. ABOVE) \ - 30,-5:: - \ -14,-0„ \ ..__ 30._y.: -._ - —� ao l0f 2-2X4 4X4 -,-- LOCATIONS WHERE THERE 15 A7. PROVIDE BLOCKING NLOAD BEARING WA I-J015T5 AT �ABOVE.R BEARING ;%uwo gip 3-2 X 4 2-2X6 4X6 - 24, _ B. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. 6'OP- \` �� --._.__._.___... -- - ____. _ __.-._.-___..-. ____ _ _-_-. 2 E E a EXTERIOR WALL WALL GALLOUT PLAN 'LIEN i - Y Y CONNECTIONS WELL FROM TRUSS 0R RAFTER TO BEAM 9 INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE „ gip 3-2 X b 4-2x4 b x 6 SIDING DETAIL n 'FE- INAL CONNECTIONS AS �'--Vi 5/8 EXT. GWB ONLY @ .. ._..--,._.- ._-._- _ _ _ ._._ s�tott tt BEAMS SCHEDULE s` .' +,ey E. & W. WALL 1 HR F.R. t 5/8" SHEETROGK TYP. 1 s 0 o ph r DF_FAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. } 1 € 2,_.E . DEFAULT GLULAM,LVL,PSI_MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. TYVEK HOUSE WRAP R-21 INSULATION A • •- . , , . r -^ - -„�--�- r f I k SO 1 z-„ S"o DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. c - 5/8 EXT. GWB `' ` '� i- �<5 DEFAULT END POST CONNECTION:LGE,AGE,EPGZ,OR EGGQ. 7116 OMB SHEATHING 2 X 6 WALL TYP. GYPSUM .- - _ a _ i -, - '"� << DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LCE4,LGE4Z,OR RTC44. ---- --- ----- STUDS 16" O.G. ON E. & W. rG r SUM f' - ' '' ' - ` ' ` ' """"'_ ""^ ` & DEFAULT MID-POST CONNECTION:LPGZ,PGZ,GC&OR SIMILAR. —.`I- { EXT. WALL MINERALOR . .! '3 _,,, -___ _ °�� DEFAULT BEAM TO BEAM CONNECTION:HU, HUG,HUGQ OR SIMILAR. .' I NOT SHOWN - - - - gengl ENGINEERS CONNECTOR TOP_-_ SIDE ---_-_--_----__--, ____. . . . . MIN., USE ALT 1 MIN., USE ALT 1 MIN.. USE - Resili Resilient channels 16 " c.c. al: .: I fight angles LG ONE vi L)�• x 4 wood studs F 6 r� {y _ \ r` �. - - 6-64� MARK (IF BLANK, USE DEF. ABOVE) 1HR FIRE WALL WALL GALLOUT PLAN VIEW_ a� _ or 4+, 0.c, with 11/4re Th.....; -11 screws. One layer 5/8"' tyi'' it gypI 1,' • ( j * '4 W E 3Q� F 4x12 bx10 1.75x14 LVLgypsum wallboard}C}ctrC or '' ° 5/8"SHEETROCK TYP. 5/8"SHEETROGK TYF. , 51 •gypsumVeneer base a )1 I I ,. r.',' 'u channels with Type drywall screws {I 3555 1.75x14 LVL een studs End joints backb(ocked with _ I crsm e RE5tLIENTGHANNEL516Hil1/4' R-13tN5ULATiON 2X4 WALL o.G. #itli vertical �CalritS loci;' _ _ _O.G. ONE SIDE 2 X 4 WALLTYP., resilient channels. 3" mineral G' 'iation In stud space. ! __ _ _- 6k4. .,i' te4AEWS ,6:4�. OIAINER.APPROVAL �b8 (2)- 1.75x14 LVL STUDS 16"O.G. ` -' L_ 82lpC71TEfl : Cane la er /I "' t e sung 1r1/allEc�ard o Burn ve(7eer base Beds It Is >M �'r� ��E (2)- 1.75x14 LVL (xi r- 4 yp � � zr T IIC CII`v°SS: �Ei -Items Z* 4„t, . INITIAL: TOP SIDE SEE WALL DETAIL 1 2 Xb WALL at parallel or at right angles to studs with 6d cement coated nails, 17/8 long, 0.091 U Approx. Weight: 7 psf PAGE: - --------- E � 1408 (2)- 1.75x14 LVL =_!C 1 shank, 15/16" heads, 7" o.c. Fire Test: Based on V L P-1 1 96. 41 B (• 1.75x14 LVL 5/8" SHEETROGK TYAARD INTERIOR WALL WALL GALLDUT PION VI_El^ Vertical joints staggered 24" on ;apposite sides. Sound teste '' Studs spaced 24" o•c tJ�SI� I' �J i , ,I ), 5/8" SHEETROCK TYP. L 1 q _ 5 '� Design - 42B } (2)- 1.75x14 LVL 2 x4WALL 'STD:"--50 i. Also sound tested with studs spaced 1fi o.c. and + "''c) layers of / type UL L}e ign U ,i?5 2X4 WALL TYP. X gypsum board on Me resilient channel side ;ST =51 . t1 I . gRiNG Sound Test: l�#RCC TL9 !C13, 3-98 OF: 436 �' 1.15x14 LVL 99 STUDS 16" O.G. L _ IRC TL93 t ?, ( i(' �•1 I I 02I 505 10 USE MIN., 1.75X14 LVL UNDER 5HEAR WALL IN ADDTION TO TYPICAL FLOOR JOISTS. TOP SIDE 2 X 6 WALL _ G NERAL NOT ES[ PLAN AREAS - - J. 5TERLING MAIN FLOOR 3,121 SQ.FT. - 1.ALL DIMENSIONS ARE TO FACE OF STUD UNLE55 NOTED OTHERWISE. cr- E .- ---- _.- - - - - ,w_ 2ND FLOOR 4,200 SQ.FT. \ � " '" � Ta'-tt"-- _ -"- _-_-� 2.ALL HEADER MATERIAL TOBE4x10D.F.#2 U.N.O. J. STERLING 14'-11"- °I. 3.VERIFY HEADER HEIGHTS INITH SUPER. ------ --- - - c $ $ ... ,._ 1 _. f 5 .FT. "- - -'. -- . - _ :.� " _ / ;;; L1 ,-. a : _ ------.=._ • R .� . . . ,se ;.. z,.- 4.ALL EXTERIOR WALLS ARE 2 x b- 16 O.G. 5TUD5 UNLESS NOTED 3RD FLOOR 4,098 Q / / -� �. �l . .„ _.;-,. a ,�., .}: ?: it `-:t,` Fa*x�% �' u.,' ., n�; '" ,` $ -%rt�i,�,�.+^�'" .'�' °. ."'a 3e�rY'+'� FkB., tl'1 d'.s!�"ES`�#' .la-* 3k�f, .{.2'skb,..&. _ku; ,$r., _ rr � r • ,: ,I '',,, , „ .,n 1 ''; , . . OTH 1/4 1 U.N.O.____- - - -- ----------- - --- ------- i"i�rt : ,' Aq "i ! ,i 'j • ! ! itl ERWISE. v "E 1�, .' .i , I' II .. I ' I t ' LL UTILITY/MEGH. ROOMS 552 SQ.FT. , I r 11 ! i, 1 l I it 1 '- C iii i ' I I ( j II I I l • 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED 6 ! ' I OTH ' fi I f I( fs 1 11 I ; ! ERWISE. �}� � �PJ Z III TOTAL LIVING AREA: 12,771 5Q.1='f ' ' E i I I I1 I b ' I I I ,•I1 �, 1 1 I. - - f b. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER '' Li I $ 1 } 1 • i 1 I I DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR 1. ENTRY PATIO 148 5Q.FT. 1 LOCATIONS. 02-27-11 m j i� •�I I ' HHHH ° I I I i I{ ,j ,, , •, , „ , , , ,_ � I ; ry ,1 , 8. • fi� MIND' NOTES P05TSCHEDULE ,I'1 I 1I I! II I -. I,. DEFAULT MATERIAL:DOUG FIR NO.2 OR BETTER ' ! - Al Aq - ji - I 1 I I j 1• • , . � � DEFAULT BOTTOM CONNECTION ON PI-ATE:2, FG OR 2,A34 WITH SCREWS,OR 4,16D FACE NAILS. h. !! ;! 11 ! + ! ' {`-- I --+ ---� 1. REFER TO SHEET Ab FOR FOUNDATION NOTES AND DETAILS. I II f I II I; !� i 11 DEFAULT BOTTOM CONNECTION ON BEAM:2,FC OR 2,A34 WITH SCREWS,OR PGZ. ; I ! ` i ! !I it:: I I i I I { i = 1 " I I I - I i I I I' w„ DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR ABY4.OR GBSQ b • I; i 1 I, - -" i?a I I I' j „ I 1 !I a ''. -t, }j 1I I. {., (s I j 2. COORDINATE IN/MECH. & ELEC. FOR LOCATIONS& SIZES OF • F r is I ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 5/8"ALL-THREAD,EPDXY 6"MIN. #. i ji s 6. I I I -: _ j I;, I; I !. I j 1 '' ""-ji � I .I `I°,::°: i : FOUNDATION/SLAB/JOISTS BLOGKOUTS. INTO POST BUTT,ANDS"MIN.,EMBED IN CONC.CONC EMBED MAY BE WET SET OR EPDXY. •! i i' j! 1::, l j I t I' 1 s I i'+ I I I I ` I I I I J I! I 'i }'" UJ �' L 1 I ,� £ I, if It 1 t. .. I 11 I II ""}i. II I I; i, :I II II I • 1(1).E ENGINEERS CONNECTOR t #=' s, I, �' ,� ', �4i0 4,7^ ! zjk' }e �I 'r I r I 1' ! I, I t 3. FLOORJOISTORROOFTRUSS/RAFTERLAYOUTSHOWNHEREISFOR �., MARK MIN., USE ALT 1 MIN., USE ALT 2 MIN., USE I, h t , it I l I 1, SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT . , _, (IF BLANK, USE DEF. ABOVE} _ i' I ' CC -' I II I 7 I 11 Ii 1 II ii 11 'II I ( 111f II I II !1 :F I I. ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL ;;' ,, 70P 2-2 X 4 4 X 4 ti �I j I SIMPSON HANGERS A9q� I I1 i i PRIOR TO THE FABRICATION AND INSTALLATION. LL I I I 1 I I 1 I11 I (. 11 P 3-2 X 4 2-2X6 4X6 I I 1 I 11 i I I I• 4. ALL TRUSS TO TRUSS &TRUSS TO BEAM CONNECTORS TO BE DESIGNED #51*+ 3-_ I 3 111 \ zJ " I 1 -8'9 I 11 a BY MANUFACTURER 301 II h 1 .. ;: , 11 I i m I I! I II , i I • 14"BCI 6000 1.8 DF"I"JOISTS 16"D,G. I 12F 3-2 X 6 4 -2x4 6 x 6 ► i i. , 61 J I 7 ' } I I 5. FLOOR SHEATHING TO BE 314" COX OR 05B 5TURDi-FLOOR T&G, GLUE d rI-su¢oqq l.v nr l ,olsl., l► 'I , ' I l 4 0� ll ., 1 a -- log F , 1 I I I ;I y 12 FD FLOOR DIAPHRAGM 1 I, ,a; ; T BEAMS SCHEDULE 1 i1 12F➢FLooeMAPHRAGM I I l i 11 ! 11 i ;• AND NAIL W/ RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE r -_ - I 1 t - • e'- 1/2" V_ I I _ r.- - •55 t0 112 I I i GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE V1b" -__ 14'-101i2"---. -- flb112" II ,, [I� { 1• ._.I�_ - -A i .i! II I OSBOREQUAL. Ita.30 :1 DEFAULT SAWN MATERIAL IS DOUG FIR NO 2 OR BETTER. �z' + I Nv I - ,, i+ 'i '1 ' _ `W� _ .._t'"�. ' =T;.. _<n.W„ -:... .,-...._ .�.�, P i' i. ' ..,j. 'firARa r NU!.L .• I , . _, ._ as t _ ss l I DEFAULT GLULAM LVL PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. !� 11 Y ': „ - T.''"6- . " -. ." :"- -..�-,-� . �, - -�._- ,�.., � . ..-_ . -.:.. - � --- -'� 10 � ��}--:-� " ' "<- �--= ,.. "`„� �' •Aq '•-�-.-_ -� _ A , II ' A9 DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. B -•, - 4 - � - " ° "` ,4 t , / b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST ri {{, j 1 , , oo m sNs G f �- „., .� � , DEFAULT END POST CONNECTION:LGE,ACE,EPGZ,OR ECCQ. f ,r p,q i/ I I II I I 1 ,i :' 'l I}:t i .1.� --}- -- --- ...- ... i --.,1I I+ `� 3 /" •I' Aq •I 11 I I ��_ : 1 i I 1 . I {I I 1' A9 LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LGE4,LCE4Z,OR RTC44. ! iv - '"t-`" 11 -II :- ;. --.� --L .." ti 1.- 4i 11 I I I - SIMPSON I f I I + i I I I I - I 1, I( 21'd"-"�" FLOOR HOEDOWN LOCATIONS. I. DEFAULT MID-POST CONNECTION:LPCZ, PGZ,GGQ OR SIMILAR. 2'-0• ' i { • DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HUGQ OR SIMILAR. s:..>: :-- ' .. t I l 1 F I '' / 1 { +i,F , '� ' i / ii I I ! 1I ANGE I: i 11 I I I I I It i+ -I. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING ' I I ENEINEAF CONNECTOR ft �ING' "LL d , }I • I - d LOCATIONS WHERE THERE I5 A LOAD BEARING WALL ABOVE. MARK MIN., USE ALT 1 MIN., USE AL71 MIN., USE I I } - ! II ! I I I 'L H i I 1 .1 I " Ii i I•• i '' g (IF BLANK, USE DEF. ABOVE) i II I 1T-a"- 4-- I , , r I I 11I `I II I I E 3I r �' I ( I 1 �' I 8. RLL GONNEGTIONS TO BE SIMPSON OR EQUAL. F351 4• x12 6x10 1.15x14LVL 11 1 I II 1 ( I� II I II I 1 I If = t I I 1 i1 f I - Jit ! 1 1 II I! II Ii j �� 1 I �� I } I j t )I I I +1 I. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE �� i 35B 1• .15x14 LVL a B \` I 11 , I I1 1 I I i t j I I I 1 WELL AS FROM TRUSS OR RAFTER TO BEAM LL I I I d I I I I' I j 1 I CONNECTIONS A5 N l' ( II I P i I I I I 1 it I t I, ji j1 �I I1 ., CONNECTIONS. A9 II I I +4 II 1. I� ' 1368 (2)- 1.15x14 LVL 1 : , i ' ER TYPES I li I} i I 1 I[ ! ( i ,, I, ,I 1 1 � 1 I I �- ,I I' II I' II I f I II II I 11 i I SIMPSON HANG 1 I I' II II I 1 II '1 ! I a I I I o (. I II $ MARK TYPE SIMPSON HANGER MODELS `' 1 37B � (2)- 1.15x14LVL H.,11 I � I II II j1 1 i? 1.A 4. BC I t 1 (� i 11. `i Aq ,I 1 i, ,I I .I ., i1 1 `*g�, e,. ., ,. "i I1 �I •i E- 1 "d, :,, . ,y 1 1[ I. f 1I . GAGE I I I� I Ii i . II :„ l _ 1 II I tI i I ;4 40B (2)- 1.15x14 LVL I I I •i' I ; :I i i ; __ _� 1l I • POST CAP 2. LGE i.:,' 4 2 ➢ i I I I I I I ;; I t J. II I( I' 1I I i : :I i t I 11-'- -I - 1 ` '1 I t f ,}�_ 14"BGI2 FDOFLOO R-DIAPHRAGM O.G. I 1 i i I I ' 11 [ I I ,f . II ,� ---._.. .----- 3. RTC , 41 B 1.15x14 LVL t I l I I t.I / lI II * I I <_� 1 . / / B I �f ._ I� .. ;I 11 I 1' I I I I, ` 1,ABU I !� 1 �I I I , (I �! I it I I -II 11 I1 POST BASES $25 (2)- 1.75x14 LVL Aq 1 I I II I ! I) L II It i1 ( 1 I • I' 1 l ± I I, lI ' 2 ABA O di m I-_ i t I • i I S m 11 I I I I II 1' f` ' }I 3. A$W : I } I II I I { I I. 1 43B 1.15x14 LVL l I I A II I, A } A I F to `` , I � � I >� l 1 II 'j .� 1 H25 47l' �� `� , ±i TRU55 SEISMIC & En \ 50B ► USE MIN., 1.15X14 LVL UNDER SHEAR WALL IN ADDTION TO TYPICAL FLOOR JOISTS. I q'-0" ! -I \ I ;1 i i I 23.5 1 -- ,"- --- 6'-5 V2 -• - " "-- -- " ---- - 34'-0 1/2 kI" ' I I ' ' 2'-0"� -- Q : ' 1 m I I 1 I / HURRICANE TIES 2. H1 I I j 11 I ? _ . .. I I A , t RMS. t.I $o .f egnR1 awe - I �1 I I � � - JOIST SCHEDULE i I I • I I r = ,h m9F.) .- �B� �jF -- 5' ' Aq s4 - t . - 1 �, ., Aq .1 / _ u s G Al• I I 1. HGR1D DEFAULT RAFTER OR DECK JOIST TO BEAM CONNECTION 15 GON'T OR SKIP BLOCKING AND H2.5, I! j I ` I SIMPSON HANGERS- 4 �VH rry- l n \ 1 S 1/4' - - I I I( I' • ` +I '( t I 4 OR H1,OR A34 WIrH SCREWS. ' I I �! I it • i ! ! + ; DN If. .1 II , • „ .' EXP. BEAM SEISMIC II I � Aq II 1: i 'I I DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. 11 I 1 ':il _ I , ' I I I I I I . 1h t & HURRICANE TIES DEFAULT SAWN FACE MOUNT HANGER 15 U,LU,OR LUS.USE SLOPED/SKEWED WHERE APPROPRIATE C I I I I ! I I I I I j i m - "i II I I I I I f I _, I q DEFAULT SAWN TOP FLANGE HANGER IS JBA,LB, BA,ORB(WELDED APP, USE LB,BA,ORB) m _ I I II II I I I I I I I _ I ''I I I `T `� I: 1I - i I I } { I C ' I ANY NATIONAL I-JOIST BRAND,EQUAL OR STRONGER MAYBE SUBSTITUTED II - 1 - I : -I 1 I� I! I I Ii I m I I� I I II1I+ I 1. ITrJ .11 DEFAULT I-JOIST FACE MOUNT HANGER 15 IU5 OR MIU I I 1': I 1 I i - ,I _ a • ( • _ __ _ _ _ _ DEFAULT i-JOIST 70P FLANGE HANGER 15 ITS, HIT,OR MIT I I II I Aq 1 'I I + 'z1 -- „®,,,.„,,,. !; I ;I I '` I 1 i-J015THANGERS 2. MITIHIT [^� ' PLAN ENGINEERL MIN., USE ALT. 1 MIN., ALT.2 MIN., CONNECTOR(IF BLANK I I I '• ill I I I I I I I © I V ' MARK I 1 i, II f; I t 1 _� 44, .. ,,;. = a 3. IU5 / MIU I.L. - GALLOUT USE USE USE DEFAULT, ABOVE) ' l 1 1 I , „ I 1 I I ,I h i pp A9 11 I' 1: 1 I I I I I I ! i _ l I M1'EaktlS WAt, I l ,;I ., ( . Lt. 1 _I 11(,. . 1 UA _ I� 1 j fit. Z l51 14 B@ 16" 1.8 - : - , i �! . . (_. .: = : _ _:. -._ _ "4 . �_. _>_ m� w. 11 "� I I ,o / 1. LU5 4 L55U { _-. I AlAq , v . 60J @ 16„ I 1 1.- _ I, I! ii � n�iia l^t 1 „ .,� '.. �I E -. :it - �� 11 # ' , !j s € �� I I i 1 I 11 ll I i I t 1 � r +1 a it _ 'I 32'-t trr ,I • II ,, i 5H6 FACE-MOUNT 2. HU5 5. SKH I- 1-- b 1 J 61 J 14" BCI 6000 1.8 14" BC! 60 2.0 _ It I., 1 I I i I I i t 1 i 1 I 1 I t ... 1_ - ---11 : 11 } _ 11 STD $ /�: l ; j I I I I j f 1 I �4 z IL @ 12 @ 16 0 I ,1 I I� i ��.v Ir I I j.,. JOIST HANGERS z O - 3. MU5 (U5P HANGER) II I I I I 1 1 i, I I , I ?; ,! I �` i I I �� (� I I!'' 1. Hu 4. HHOu l� ,1 �' I 'I t � � � eE�w k el 12 FD FLOOR DIAPHRAGM I I I GLULAM BEAM AND I I 1 F 11 > I. II 11 J - * SHEATHING: WITH JOISTS AT 24" OR 1q.2" OC, USE MIN., 24 OG RATED, l ;� I� ! f .I I ( j I ; !I t I I I DOUBLE SHEAR 2. HUG (USE OFFSET tj LLI '' 1 I I I 14"BGI 00001.8 DF"I"JOIST51b"O-G, 1 I I't., q --I HANGER FOR 12FDFL 1' J015T516"O.G. I 14•ea 1"a➢F"I"J015rs.,4 0, - ,, I d JOIST HANGERS '� { __/ -',14"BGI60001.8DF" APA STURD I-FLOOR; EITHER 3/4" SPECIES GROUP 1, 'I bit FLOOR I I i2FDFwo�°� � ti 1zFDFLOORrnAPHwwM t1 I I! II 3. HUGGt EDGE of DECK) OR 7/6" SPECIES GROUP 4. MAY BE OSB OR PLYWOOD. -g y II3, I I' i 'I 1! I I I 'I '' it B ARINO;HALL , ,, , I I I I I� 1 it I II .,.1 II NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. 0 k 1 I I II , Imo = - ._� 4 I GOOD FOR 130 PSF, TL @ L/360 DEFL. A9 I I Il l li I l 1 I I N.. '�T.,. I I I j A9efri al I (.-_.. ( m , t i azist �aa • SHEATHING: WITH JOISTS AT 16" OC, USE MIN., 16 OG RATED, ', lI_ I - II I 1 I I I i1 r I I I F i I. I j I i F �� I II I l • III ' t } l 1 I ., * Ocm APA STURD-I-FLOOR MIN-, 1q/32" THICK. MAY BE 05B O F I; I 1 I I '( ?i i n 1 I I !I L. l �� � i jj� I, I � I I li i.. - 3 i I pAtk ./.4 w w (? PLYWOOD. GOOD FOR 245 PSF TL @ L/360 DEFL, II 1 I } ( 1 II 11„ t t • IL .�' I II j} ( 111 } I • I 1 i II I I I • lI - •14- I •/ . ' 4• =�':`' • SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) ll I II d II I i �' i I, 1 I an ORIENT SHEETS CONTINUOUS OVER TWO OR I I I ! �� �; I II I I{ I. I 0 I I t v.,II H �, � a MORE SPANS, WITH THE LONG DIMENSION I' !! I I� • II i II 1 Aq 1 ' I II I I I li ll• ry A � 1 1 I I 1 O - . CONSTRUCTED AS , I 11 I j '+.a°•, ACROSS SUPPORTS. II 1 I { x " : _ $ I. ,�s 1 2 Ins, w': SHAFTENCLOSURE I i I I 1 II 1 '2 r13. lad • _'.�> 1 I I 1 I I I • t.. -- Aq) - t . { II }1 fit)• NAILING: GLUE, AND CONNECT WITH 10D RING SHANK NAILS OR !I II I I1 i I II II 1 A6 q n rik. I} I ii I zr I• I I I `4 ''` a #q SCREWS, AT b EDGES, 12 FIELD. J1 B �� ®>t cts 4 „s .w ._ e u A28 ` BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS)AND Al' o CONNECTIONS TO SHEAR WALLS BELOW. 14 48.1 FLOOR-CEILING SYSTEMS DETAIL, V'4OOD-F AMED v U m hil � ��¢WS�Zn ALE I I I :.J. > 1 `'t GENERIC 1 U T 32 .00 P,O. I § 2 ��H^^{{i.,bUR S':�"' 59 >_g.3 i-IL-. Noa z� ARE UNDii WOOD I-JOIST , GYPSUM WALLBOARD, it ` , - q R1= IL4 �9T :F�ABI�IEL • s , -'-: am =go0 '.- ,: _ 7e X. gypsum r t i b /1 applied a right ' resilient i1, i _..___._._. to q k „ type ,'TU,jrJ,3411 r r3ii.'CJBC�, r3i'1r;1,tFd a1 r1gl"1, angles to iE'S,IIG'n channels Pace Mount ����5 I ' • : .:i,l: I . -I Type S drywall screws 12" ©.c He-illent channels applied at right .� 23/32"MIN.PLYWOOD/O5B ® zVt.” {'3�3 ' i J015t hanger OR RIMBOARD CLOSURE. --.i c�oz � c r �,•, tTj C2 ?" ld Floor Joist Blocking per lRG 502.7 w°-ak et tt ,. . ,tit, i;`t. ,a8 ' wood I-joists, r' -'1 fl i�lrl 1 ! - ' deep ? I I}. ;t/ �: . I �- • (Seismic Design Categories D1 &D2) - „no 000; i+ 7 -r.-S a71_.l ril rlinILlr 318 webs; 2 („ o.c wi i : I I I tl: 4'1 lrry '311 sr•r .,I `-. I ace IF'" '•.'r BCI Jois Ym „ t o - 4 1 r n i r 1 g \ NAIL WITH Sd NAILS �j� / I-z0, 1 BI➢ckin °°t3I I 4,rt, r r SE1+Y' 1'�lii t:i`., i i at right angles to channels L -•s ‘001 BGI J015T BLOCKING f '`P r {., \\� �% AEC.®JIBED FOR CANTILEVER Q =1- <° 71'' tli of t !J*t , _ I t, t9 Ir',(r 1't? r I 1 ,1i u I .-.31f,'�. midway h.J l irf'r:l 11< , 'fie 1!i and 6 a INTO EACH FLANGE. ---"-� / it `<�u I- l 14 . I T.,n. „ • 12" on. Edge ibir t - , from G� / it,y o0 .413 L. . ,' 1318" oriented strand t ,:1 applied at4,,,, e - �� J ° r Ile. ul _ C. \ .AIt OWNER APPROVAL c and It;. ':-tf1 with anti 'without vinyl floor covering and with 3 112" glass fiber - ���" INITIAL: lns'J! ;icn ,i' ' ; a, +(t s_. lsSC 1 layer of 1/2"ar 5/$" fi/I% . fi ;r3:yfFrri 'A7wi{I.C2�3Y 1 Intermediate % tO I®jose Rimboard ` f achieve 1 hour fire resistance r�atsr, when glass fiber insulation is Approx. l€� Bearing � to BGI joist with 8d Versa-Lam or Boise GLULAM Beam: PAGE: required to achieve / ; i (WALL OR SEAM) Nailing per focal nail into each flange. Beam width shall exceed used.dFlif ) code provisions 2x specified hanger nail length y t3 t '' Test: II " 0 B ` 5 0 -\ CONTINUOUS BLOCKING r RIMBOARD re` JOIST TO BEAM \ Gf�NTILEVBRED FLOOR JOIST OF: STAIRSTRUCTURE TO Irz) / NOT TO SCALE E3) NOT TO SCALE NOT TO SCALE \ D NOT TO SCALE SAME. 1 HOUR FIRE RATING NH-'.., L..; ,:A. b- -U., 1 I 1 r- PLAN AREASFLOOR _ - - - L� � . J. STERLING F ----- --- ----- - -'- -- ''MOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED --- _-- ------_ MAIN FLUOR 3,921 SQ.FT. �__________-_._q-5" \ j.T^ \ _-_-.__-__$•4}" \ 8_q _-_-- _-_ \ b'•71/2" ____.-_\ 23'-5" __ _ _ - \ 2'-512" - _-- -____v IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORR/DOR OR AREA • (11V1610 ACCESS TO EACH TE SLEEPING AREA. IN ION, ___ ____.____. ________-. - - _ __ __. __- �___. ..-__.__... __ - .. _- % 7 .. .-- __. . -__-._. 14•_6"--_... -_- -_____ 5'_0 _.. 1.; S•_0„ \ 1 REQUIRED SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE STERLING . Et_�. _1. /___ - ry v-*25060 FIX/�L. '0" l'd 5-0 `}, 12-0 _._ ,Ir, -'I. -__..._ g_p•. 'ic - -. ....-J_-. JTLI�LINV c BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE 12ND FLOOR 4,200 SQ.FT. \ -3•-0sk----- -5'-0" )"t`} - DETECTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. - s R FLOOR 4,098 SQ.FT. : n s 5 P" ti1.G 16" 5 A 1O " f 5 _ II _ ue_ 4X (c�96 1 _ _ _- m I__-- / Z 5'-0 lICC _ SHELF AND HANGING ROD. ei t6 I. 1 G1 @qb A 81 L @96" .� A @96 1 Q ----- 3 D 1/4 = 1' U.N.O. UTILITY/MEGH. ROOMS 552 SQ.FT. { N. 5T 10� ' c11 • • - - - - __- __ - _._. a '- `l..-- - 11 t' `' o F 5 ' - 3 BUILT IN SHELVES. - Q TOTAL LIVING AREA: 12,771 SO.FT. Ir. 4 4'-4112' I �� #3A BED 1 • 'L -I O�f 27 1 1'f F. In p+,' -_ I'-I -b'-31/2" �GEILING -6�1 , v- 4 GAOINET-OWNER/CONTRACTOR TO VERIF1'. ENTRY PATIO 148 5Q-rT. r. o o 1t3A02-21-11 I - - • l o I D79 9P68 r- 61 6(, '..f"„•: I S / EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS 5.7 FT I i _ - ^' -"' +- L _ • ea s,� 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" •_ft •II I 'Tub SO I- Nl N 'I• I�I II q cooZr`- ! m 1 0 a z' > s- f HIGH SILL HEIGHT MAXIMUM 44"OFF FLOOR 4'[CEILING •,j �:' ry �i III 13. .- „y 4 iz Ott . . ,.G, O`a .�� . I,,1 � z Never. _- r1v '� • +;z 5Q s" = Y J WHOLE HOUSE FANS SHALL HAVE AMANUAL CONTROL AND AUTOMATIC CONTROL,SUCH ,gig' 1 .1 - I „ �(�, m BED APT. / R�® �_- -_--_ -_ '" ry [J AS A GLOGK TIMER WITH OZONE RATING OF 1 5 OR LE55 ? ""` ' 10 1 G'I 1a r N i, l am a _-._ ..._�-,__...__.-� cy _ _ ",f o 0�- -8 DI "--,1 it m / 360 D`'�' FT I F.A.U.ON 18'HIGH PLATFORM TOP OF PLATFORM TO BE 1 1/8"T 8 G PLYWOOD. YVI N1201N ScffieDVL' -ac Y;.F r PL / f .__._.7 - 2 -_. 1 . -6'-1 1I2" `�, 5 CEILING ,9 EXPOSED FADE AND SIDES 70 HAVE 1 LAYER 5/0"TYPE"X"GYP.BD. NO FURNACE SHALL Y'1^ 1 , ! % ✓r F. '" `� f �H .. ,1 1 CT4 1 IC) �" BE INSTALL£D IN ANY CONFINED SPADE WITH ACCESS ONLY THROUGHABEDROOM, r ! _ D 74 3G63 1 �rst P FI [ S'y f' rGRC�a r "� T ` 1301 i 1 ' 1 OF„ .60 ' T µ YES. I � q - J c`, q' sN Boer- f�, /' BATHRt70M,OR CLOSET PROVIDE AT LEAST 30"OF WORKING SPADE IN FRONT OF JT i ,j EE V- "��_.__..,_. _ _.- ._._.....,.�.-..,_ .r , G1 G. ` _ ¢,ib•; J - 4 it > = 51 1 FURNACE. I' 2 1 _ i t'yISL r 01 T .1_5J59 00 Y_" --._._.I - FIX/5L Q _ m R 10'1 -,..1- ' :lh'1' 1b ,J' g YEyi PIG.. / Il ' - _ D1132@68 _ -zDi'I5 / . . _ V . 1= o iY covet II I r-a'y, _ I' o q 1 I `4 X ALL OUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE in 7UiN:1 7 , 12 �„ r..._.__..-.._. ______ 1 L. - "=s. _ -- ..-_ air o 1 r u__ ---'i ' �A- - ' 5-4 4'-1"- 5'-T"- @'-@"- I- 4'-1"'- 4'-8" w e"oNc -" ^, "- ' !.22 INSTALLED,SHALL BE PROVIDED WITH DEVICES TO A050R6 HIGH PRESSURES < > > 1 shU �J" 12' YES IX75L -- -�'1 R a I Lii #3A - EED t 2 � RESULTING FROM THE QUICK CLOSING OF THESE VALVES. DRAIN OUT,NO TRAPPING, '�.r'- _ Q •ibhJ 54 ' ' I Yr. FIXJSL STAIR nPFNINt-.sin STO Cl I c�O F-' m (J END OF PIPE LESS THAN 2 FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE " 4 - 1 Y 660 54" .) 18"7 HR RA7F"4RAFT STOP$ " k `• �l,r-- 1 VbhO 15 Il N lh7ralr,--, m c f/ " ,._r-j q GEWNG °.� STRAPPED WITHIN UPPER 1!3 AND LONER 1/3 TO PREVENT OVERTURNING IN AN a " 2 - Y ' cover Dd6 86C' .` h ua r, o .. EARTHQUAKE. < r1; ,�,) 7 ag6 74 T.'x..'_.~,_` ?•IX7SL. iv - • ® # 0" ` DAPT. 'T / - - _ _ _ = n m I I 'i"i I + vb) 54 J , YES EIXISL m ICI ., G 5 FT v 1 (" _ d. - .. , - ::�.: - o C?(n-148 1 / _. `i'•" : m r •- r v 2'(0 s`ri&e' MT 2 I- .. d. r- -1 ry w PROVIDE DRYER VENT 70 EXTERIOR. PROVIDE RECESSED HOT&GOLD SHUTOFF -s Y T I _ 72ld;" .� G N `� 4nb o T CEILING �� N B2 `^'`-{ HOOD'MIN'l00 CFM� , - v i-}`' a - pi CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL " e rY t I _.� 3G� ?i) ' T E'" FIG. L _ Ali L 1 B2 Q - ' 0 81 - 1 COMBINED HORIZONTAL AND VERTICAL LENGTH OF 35 FEET. THE MAXIMUM LENGTH OF 6 `"-2„ bO ES IG - ® 'ms '� `N - ` ",: II,'ll lmy THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 4SDEGREE BEND AND 5 FEET FOR 1 c - _ Lf 8 .JL. • I 7 n o " y L _ '' -" gym - - M 6H DIAMETER ER EXHAUST DUCT OF " i, �c)bv 69" 7.: c FI J5 / , - - _ _ -" __ EACH 90 DEGREE BEN AMINIMU 41N "'-'- 60' T - -.-" I 5 J1 I 1 - - - - - -r - -- "®f� '""�" "r3 - / / SMOOTHBO E ONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 4 + 1 ,. ` I 1' 1� ,-HOOD,MIN.100 GFM ._ _ .__-. _.._. __ r 1_ 15G66 60 ' 72 ' FtX/✓L. -/ --1 /- _. - d , • I -__-4'-5 1/2"--.__�`c -_. 77,5„ f 2'-4 172" 10'-1"" \- 2' R N a.. a 1 HOOD,MIN.100 GPM _.r..L " YF'0 I I 2 0 }� - Bt •N Wf'I 12 it ...-.,,_ / I ,-B1I MECHANICAL FAN. BATHROOM,LAUNDRY ROOMS AND POWbER ROOMS SHALL BE ,r n I 1. N _- - ! , IB1 T' t�! *a _ PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 _.,__ .,.}., 5060_ 0,0 rt µ2" ,._YE Fv,./ I :__ 82 '7Qb4' cJ ' • '°_ Y`u`:✓ EIFJrzI_. - --- - ------- - Jr,- ,i 1i >F- �' I .. . o :I it,-,j m ,_ '' / G.EM.AND SHALL NOT TERMINATE CLOSER THAN 3 FEET TO ANY OPERABLEWINDOW L- _ b 4 -- -I-- ---- m �_ ; y L.. '• lt:16,a:2:::::::11: b 5 c 10 OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 154INCHES. DRYER,KITCHEN, '3;,. 77/ r 2 -Da - 12" .-._.-.... . _ Pixl -t,. _ J` _ _ ..- :r al . .. , � j - AND BATH FANS TO BE SEPARATELY VENTED t0 THE OUTSIDE. INSTALL DUCTWORKrr aJ _, -_, � •G„46a i __I _, r.hty,L 1 �%- � PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS TO BE 2S. 1 2 5060 6�0 T YES 11111111..� fFIX/51.. -___-.___ -151-2„ _ _- _ __-_y" �.4.6"_ 'ic_.--_ -12,-9„ _...._-., _ h _-1 i- _= ,),_,r--�,,,,_,,,,,, i -_,_,_, , o sT iv CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX " 5 1v22 2 5050 z 72 E1X - I #33 - BED 1 2 -yCONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH f, 7 5060 s0 12' F1X/SL, b' 4DOMESTIC DRYER EXHAUST• a1n; 5n,� -)• 4X6 m tqj r V �' _L 040 W' 12 F.X/SL. 16 : 11 I 4GEILING : v 5 6J 6i 11 1 C- ,iVf5I �- ; j y 22"x 30"MIN.ATTIC ACCESS TO BE ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. £ ) 4 c,1 ry " m o # / s 1 1 FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD. • a •- `' 1 660 X/5t.- 3F - STUDIO c 1 a I 1 641 5", 72 , YEE `XISI N in :o . o m a �° _ ACCESS COVER IN GARAGES TO 0E HINGED AND SHALL 0E WEATHER-STRIPPED OR N. W r5/ FT coon 5 'A Der "r SEALED TIGHT _1 } 661 74 y. _1 Cr_FP..-,._ ( xieL 4X6 2 0 t4) '1 ? Q i 060 >4 1 - l 1 r , IXISL I W CEILING I 1 « I GUARDRAIL 36"ABOVE FINISHED FLOOR.STAIR HANDRAIL 36"ABOVE STAIR NOSING. (•IWr1 - __ 82_ G1 ___ ry,(_ r` #" _ P'I" I I - -'--- - 4 - m 12 INTERMEDIATE RAIL SPACING SHALL NOT ALWWA4"DIAMETER SPHERE TO PASS >0.p; _ 7 _ =1xJaL. - _ o ,, BED s - ��-•---n lr' / THROUGH PER I.R.G.SECTION 312,2, N.: 1: .r..(,bG r. r-I, - M. ----- - ---•--- "i1" A f' .�.-� ': 0110 28 J 375 SG FT PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE.CONSULT WITH OWNER FOR Cho t S ' 72 FIX/57L --� .-....._�,.�.....---- -._-- - _ I 9'CEILING h ;. -, 2 ----- -1Xl-,1 / 1 t/2 ,r - m.632 b, ' TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS, REFER TO ..L_�- ), cCJ____ _,._..- - - o " 1 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 1 < b^✓ E^. •r ,. c,Klfi- _ m .I -- 9'A 1/2 _ ' .- __.' $Gbf by • 1- I .„_I)SI�.L. h 1/ `Bl p"s 1 `P 4 ml 1 Doer. G ( Id i SURROUND HEARTH MATERIAL. !,_.: ;''`"v bV ! -L.YES 1 JL�" 0 2 p • - I- 1, .,,__ - 3:2 2 - '7 S _ c 1 iy '= `� WORT = i n GARAGE FLOOR SURFACES SHALL 0E MIN.4"CONCRETE. SLOPE CONCRETE FLOOR ] 2 -. =xiL - 4 L HALL m ' 060 2 !2 LS ' r m - �,- `D I n 14 MIN. 118"PER 12"TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. C�" i ,_i (Tb0 E bfi 7.. C.. �._� - ,,..., R „ I i_ '" 5 .?W' FT r eMc«e _ ...341) "!__Y - ._...�-_.z1(n-)..w_•54 �~ ._,_.,,-, • r 'K;St - �!q f: _ • � ''. 1�1 ry _.. f ...D m _- y_r n ,V,L i pf� i c'' y �i ^1 ' "- _.• 1 1 / .� iall" r+ n,"-'...�,' F" ' rym 9'CEILING 0 r 1 I I •tt.DJ i .- 7.:�•-...r .4 ® o . - ...-p.,v �J. tI 6J" 7Z ' .�„ 'IXFSL, m :p •II {1Ni-I ,`` - - I I :1 1-1 p ��9•c=IUNG 4X6 1' .'It I 6 C'. ..__.{.....g {.'___Y !! -_ CI c ... m X:.1 01G it a iv. . 1'_t ,,'t', te '-I� `� L -.Jr �.. B1 ....,�i- .-.=,,,,;r au F.. Wu,. - m II 1 5 TEMPERED GLA55 U- r T ., W 1 60_: 72' YES I X7:'rl.. I.. / t- 1.1 I. .! ) I 1 - r D9230 Wu,., L. '� y-. .I..�.._.. ..:...-_ 5G{±G _bv'_,. 7.l _._.-..- FIlJ,aL E �... ' w 1. I i'. - G - - _ 'i i j! �.�.,�.� � j =_ ., -- - - El �/ -�� --- a'�6'a :_._- ,- - -t - - - b T. IQ_ y' 'I I ,P __ - 'S". _ „2" F1xI5t.. / I , _ -0=r,,,, { �., '' i. - - -- - - 1 t ------ -�- .- -1 -'-'_-- ;I -,rya; ., " -,y_ s,t}5C'..' •►' - _a- a 1" _fi_____ .. 5060 b -� 1 __._..._.__�__._._._._.._.- -- - t0-i t/2 --- - - --- r tp,-1,._ 1 ._ WH �`' t4 IAI •,,�I a l ._r �, ,_,..._,_._._.Y._._ .r�_._.^ - ._-9'G' 1 3 2 1\�1_ .._._._ _--- -_ - -_ _ -.Ys-_---__. - r, 6x10 DF BEAM I .. ._ ' 4Xa @80„ `4 120 MIN.FIRE RATED DOOR NUSELF-CLOSING DEVICE. W "1` < r - •TOP 109 1/8" ^1-;ub" 6U' 1.___. 1'r.., r_,�- r _._i Bl LIp B2 --HOOD.MIN.t00 GFM 1,_9�� � f J1 _.1.-- ' _ w „ .:._..�.. v r, ® L� 4'-11 'S4Tr}1 ._10• t _ 2•_p. mil - _._# 466C 54 •' l2 ' _,-„-__- 5 X'LiL. 1 >n c r. 4Xa �Ql aO" (Ci1 .100 GFM l - __.WRAPPED _ i __ _ -.. - J .__._ .,._ ,.GEAR{xs iKA.L - i 1�' l is.:-[,- . .'.!, 4660_ h4_�'i2� Y�5 Ft. (�I_. 1 �, _l �r 80" HOOD.MIN. L __ _ iL 70 ---_ _ - "O� l bl CIF i lCrO 54 ' 7�,' YEa F1X15L_ i"p t1 _ H1361LS PER CODE -' - _. in _ _-._...-._ ___ 10-b �- -2'- GENERAL NOTES y__.....-.1 - r �rnn O � N 4 G2� .` r „ 82 2�� > 1 _ [ 5060 bU 7 4X6 . • p1 rI. # Bto BATH'o i. N a=1 ��co 6,, t_ Ewa, m . STAIR 10 ' L i_.__ 3_ b E.n 72„ MIK 51 n + ! 5 # QED 1 BED AP j rINO 5£x FT n -lel \ 1 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. g._. ..._.�...,�,._ aGGO ,f;)" 72" IXtSL. I '7 G, FT Cu- " 1'-0" I �yy ,^�yy in .. 3 _ - / I A 1 ! uQ , HANDRAILS iL 33t8 DE 4'-i v@° # G - A 3 I`f I [19J 2,ALL HEADER MATERIAL TO BE 4 x 10 D.F. #2 U.N.O. f\ _ ! 3 DQ(,6_;. .•G 2'�����-� °!X/5L I'", q CEILING 4 CEILING - IrJ _ P " 5060 60, 12•, _'_'....."-" irWGL. cover a s _ sue_} ' : (�i 63 °LJ�1x F7` , �. ce o: 6� ' y 72 .''XrS . \ 1 _ - e 3.VERIFY HEADER HEIGHTS WITH SUPER. 11 3_-..-,5 60.v. 12 _.. YE5 IIX/S,L. ii uC a _ r '" °.a..^ YES, .�. _,_._-_., 1 O - in ,c 1'41/2' -Bl r 1sr+aKeuer-_ of I Gl cx.ar� +, 9 rir 60 7 ES _I 'Si_ 82 A 52 iN RI FURR OUT W r - } _ -A 4.ALL EXTERIOR WALLS ARE 2 x 6- 16"O,G. STUDS, UNLESS NOTED _ 4. , I _ v F Lbr z" YES r �L 6S 5. rt 3 ?£f r 54. ' xa53 I - wnu t vx B2I •� Y e G2� OTHERWISE. LL - bril 32.: 4c.. l __ - .__---. -_ I _ _ �,If ' ...__` OD.MIN.100 CFM -Z WINDOWS BELOW 36". CONTROL DEVICES CAN BE RELEASED TO ALLOW - - ---' 12-o v2° -- 18•-2 vz"- 2 )- - -�I z-2 • Q ,11 I • _ -- ,-,) - 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G.STUDS, UNLESS NOTED 4(1 WINDOW OPENING CONTROL DEVICES WILL BE REQUIRED AT SILLS OF f ,a _ -- • - " . ,.0 1` `� F�,.„3 OTHERWISE. B - HOOD,MIN.100 GFM WH.. ��I L } [ __.. -_., �'I _ ,-a�'..,,....•.: A -I , � � {{ {-- OPENING 70 MEET EGRESS. _. .. I 1 ". N G1-. .- - ,�- - - T -- - -=I -" - 6 / i-E-- ■tee,ems Ii i" -_ 8 p; N 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER Z 2 5 /4" HEADER SCHEDULE d n 62 Nq .#;3D _ %'"'`• D1o.3aoba i'_ ': • .icvss N �, , it DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR l`�► Q DEFAULT HEADER MATERIAL: DOUG FIR NO.2 OR BETTER '° SA1"?�; ` xloNever $� \ �, q � Ua 1 9 LOCATIONS. � X� DEFAULT TRIMMER:U5E 1,2X STUD OR SIMPSON LUG HANGER,EACH END. 1 O N i. 1 9"a Dsr 'O in '�' i 11 / m °� 1 "' - '- �+ ��/l� 1 ,iv' �.+� NOTES (/'/� �/�°'j `,J '^l 6+ Sx FT �-: I __^I a. Y r co Dec 4}((D ao "v i1 1 / 1 'V 1 ' V ��Y/ tn _ _ ..._ _ ._ i -.____-__. _..._51-q -r\ 14'_Y' - } B2 --T-6" 91•10" \ 3'-101/2"- "1. --9'-31/2" , ^a. DEFAULT KING STUD:OPENING WIDER THIDN b FEET,USE 2E FULL HEIGHT STUDS EACH ENO(PL TO PL.)) ( y - -}}- - 12-51/2 - IYp""`U -2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED _ DEFAULT KING STUD:OPENING 6-FEET E AND LESS 1,FULL HEIGHT STUD CH END / �- (-...�....... -<_- .,.. ...« - -,d....._ III BEh"s'{ ad0.i.i - PLAN N INFERS MIN., USE ALT. 1 MIN., ALL 2 MIN., Lu TRIMMER, EACH END KING STUD, ry / j( _ I I - MARK (IF BLANK USE �.-' 1 2 Il - /�, "" r' 1. ;r t. REFER TO SHEET Ab FOR FOUNDATION NOTES AND DETAILS. ~ _ , ALLOUT USE USE DEFAULT ABOVE.) EACH END n m #51) - 1SEt APT. B2 N B2 I Ice "' S1 MOJ GEi 4 1 G1 2, COORDINATE WI MECH. & ELEC. FOR LOCATIONS& SIZES OF ILL 0 I -1v.-; , u 4 CEILING I 6- ( y / 'i b G w Y ry N ;-- _ ; p) T 962668 D963068 --_ FOUNDATION/SLAB/JOISTS BLOGKOUTS. `70 ` 4X� 20 H 2X6 L-CONF. 4X6 -/ T-Ti 112' -____._.__\_-_- 4•_7^- a'cF1uNe�" -/ J m Ill 2 8 Iq f 3. FLOOR JOIST OR ROOF TRU55/RAFTER LAYOUT SHOWN HERE 15 FOR F a' 11 i n II II WH WOKE Mt 1 f Sl ' a SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 4X8 21 H ci 2 2X8 J I L J ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL 0- q 2X10 L-GONE. L-GONE. 4X8 Q o w CdJ o m • IL ;, Q cDDer vEwFYHEADER __ `'? an +^ 'Ti. PRIOR TO THE FABRICATION AND INSTALLATION. r- W N 4X6 o WIDTH&LOCATION w 4 " ? ELEVATOR R o .I 11 q in # D - 5D 110 71 5 . t'T tr ' 2 i - - _ 0 4 eNo eoE: e ! o " n o 4. ALL TRUSS TO TRUSS&TRUSS TO BEAM CONNECTORS TO BE DESIGNED ni w rr 11 113 ^C �r 443C - EED it 22 H 4x12 6X10 "' S `� I 1rCEILING 1 - I n BY MANUFACTURER O / -- 81 i 4X8 @ 96 A [ '7 f '-- •.,r,� FT in -c r- 1 � p�..t, m CONSTRUCTED AS , '� - / 46EILING "' � �'-` `" uuZ _ SHOP ENCLOSURE I 5. FLOOR SHEATHING TO BE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE POST SCHEDULE o I@"' © 4X 96" A Gt 4 yb.. V1555060 FIXISL. 4 CONSTRUCTED i 4X8 qb„ A AND NAIL WI RING SHANK 8d's Ga b" EDGES & 12" IN THE FIELD. FAGS A " N -_ 4X8 96" A m GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" DEFAULT MATERIAL:DOUG FIR N0.2 OR BETTER mAi 1 _ DEFAULT BOTTOM CONNECTION ON PLATE:2,FG OR 2,A34 WITH SCREWS,OR 4, 1bD FACE NAILS. ,48' �- ® © - - - --I' 2v iv - �� -- -- - - - OS$OR EQUAL DEFAULT BOTTOM CONNECTION ON BEAM:2,FC OR 2,A34 WITH SCREWS,OR PGZ. ' - -- - :. -- ---- - - �- - RI DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR ABW,OR CBSQ W57 5060 FIXISL. W56 5060 FIX/Si- rd54 5060 FIX/51. W53 5060 FIX/5L e / / / / o I ALTERNATE BOTTOM CONNECTION ON CONCRETE:4*REBAR OR 5/8"ALL-THREAD,EPDXY b"MIN. \ eV-0 `1, W-0" 'I, 8'-5" -`',„__-5'-0" S 8'-0" \ 4'4"- \ 5'4" \ -4'b" \ 8'-@' `1‘ 5'-0" 'f, -d-0 `I, 5'-0' --* 4-0 \ b. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST g� 8 INTO POST BUTT,AND 0"MIN.,EMBED IN GONG.CONG EMBED MAY BE WET SET OR EPDXY. LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO Z gig ENGINEERS CONNECTOR \ 12'-P 1l2" \ 18'-4 1/2" \ \ ------ T-6"-- \ - 19'-8 tl2' \ 9'-3112"- \ FLOOR HOEDOWN LOCATIONS. x ga2mN MARK MIN., USE ALT 1 MIN., USE ALT2 MIN., USE (IF BLANK, U5E DEF.ABOVE) -.__ 5p'.6 \ j' 'V� 'meow S \ a-5"----" \ 14'-P" \ �� 7. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING roa . -raP 2-2 X 4 4 X 4 \ p,, , 14'-11^ --\ f� LOCATIONS WHERE THERE 15 A LOAD BEARING NALL ABOVE. = 2 8 - 112aB inTh 3-2 X 4 2-2X6 4X6 - 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. wvIi - _ �< - EXTERIOR YV 4LL �- - YVALL GALL OUT PLAN VIEYV ^T I. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE fle roq o�.E 3-2 X b 4-2x4 b x b SIDING TA• l TYPE#- B PN „�,,, CCONNECTIONS ONNECTIONS AS WELL A5 FROM TRUSS OR RAFTER TO BEAM 24 Y SEAMS SCHEDULE 5/8 EXT. GWB ONLY R _ �+ bli3�.a *-"E, & W. WALL- 1 HR F.R.-\ 1115/8" SHEETROCKTYP, _ ?t j Jj DEFAULT SAWN MATERIAL 15 DOUG FIR NO 2 OR BETTER. -------1 . -- -- 'was 1. x a .",#w,. t'4 `ad a 1' "" .,,, :sew. - .: n„,u a..,#( .k k-' - fII 50 t 4 STDEFAULT GWLAM,LVL,PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN TYVEK HOUSE WRAP R-21 INSULATION _ _ ... . ,, _ ,�,„„"_„",,. L „�,„a .-,..• .. - - ¢ 3l."' ,p'� §&'"9, ... DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. 7/16 056 SHEATHING '�' • 2 X b WALL TYP. C-'"1 5/a EXT' C7Y')F3 �;�gg ;tom E s r ` SOUND G.i _ 0 g Noa¢i DEFAULT END P05T CONNECTION:LGE,AGE,EPGZ,OR EGGQ. ON E. & W. GYPSUM -a Sl I. --- - 1`' 1 1--`_ -- -T--w•'J - --• - '- - • �-1- rg-'Ei`g-lg DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OVER:LCE4,LCE4Z,OR RTG44. '-`----- - STUDS 16" O.G. ' ` '" DEFAULT MID-POST CONNECTION:LPCZ,PGZ,CCO OR SIMILAR. "---„ EXT. WALL MINERAL rr " - _ S�wa SiiL, 1 g 112 DEFAULT BEAM TO BEAM CONNECTION:HU, HUG,HUGQ OR SIMILAR. IRE NOT SHOWN ! Pg ENGINEERS CONNECTOR TOP SIDE p sa r. •�- p " , ` ''. - ` _ - mE.eo MARK MIN., USE ALT 1 MIN., USE ALT 1 MIN., USE Resilient channels E .u. [`' ,Ct GI -.1( k .t3 �U `" �_!'" .. _. 1 Jt. I `i ' ( '. .S c_.-;>0 E:' : • ¢ice (IF BLANK,USE DEF.ABOVE) 1 HR FIRE WALL WALL GALLOUT PLAN VIEW w wood studs '• I \ i or 24` c�.c. with 1114 Type c=.` lG L.tr wallboard or ( , : m 3aB 4x12 bx10 1.75x14 WL 1 _ j' y' � g J` f �� gypsu veneer base applied , , ;:. �, char r:..� r ;. 27.s,,�r.; � _ ri , , � '., ,I ._ • 5/8" SHEETROGK TYP. 5/8" SHEETROGK TYP, 1._1-- 35S it 1.75x14LVL R-13 INSULATION 2X4WALL as Q.G. wwitl1 vertical joints to ted r})ii ;ve;y between S .; :; rid joi tt ; s 1 'l . . a :`,'i!.l - i -- _ _ __ .; RESILIENT CHANNELS 16" q 365 s (2)- 1.75x14 LVL D.G. ONE SIDE 2 X 4 WALL TYP., I I _-__ - resilient channels, 3" mineral or glass fiber insulation in, . ud space. -i Irv-^ .----..- i t++L A'S "a '� OWNER APPROVAL _ STUDS 16" O.G. C:=:-.- tl, F+ '-,4 'a1515 It (2)- 1.75x14 LVL ' $ OPP ITE SIC E:: ?ne Dyer 5/8" type X gypsun' wallboard or gyp`}um ver ees base applied Thickness: 53/8" '"ram' am 44 . INITIAL: TOP SIDE SEE WALL DETAIL 1 2 X6 WALLat parallel of at right angles to studs with ed cement coated nails. 11;':; Jong, 0-0915'" f5,pprox Weight: 7 psfPAGE: 405 (2)- 1.75xl4 LVL24"• .. -_ { 24" Q is l J G l _ 1 gg { posite sides. Sound tested wr.. G. 05 05371 2-1 t; 4`' 41 S 1.75x14 LVL 5/8" SHEETROGK TYPRRD INTERIOR WALL1 L GALLOUT---- PLAN VIEW i Clll t7[Cl(S6S$ QL'rE?C o.c. Fire Test: Based on UL i per 1' 5/8" SHEETROCK TYP. ' I ,r n e S 42S (2)- 1.75x1a I vL 2 X 4 WALL ( TC-50)' Also sound :t , ids spaced 10 :,U, and watt 1 y e a s of Is" type UL Design U305 OF: _ _ 2 X 4 WALL TYP. ____ gypsum beard on w; nel side {DTI }. ( C 3 l '.. } Sound Test: NRCC TL93' 103, 3 98 435) 1.75x14 LVL STUDS 16"O.G. • l`�ll���C TL93-'118, 3-98 ,a5 USE MIN., 1.75X14 LVL UNDER SHEAR WALL IN ADDTION TO TYPICAL FLOOR JOISTS. h TOP SIDE{ r--_7 �� w -i. V . _ ! r I 2 X 6 WALL 1ST FLOOR REAR ENTRY ROOF j -- -- ` GENERAL NOTES J. STERLING - - _ - - \' , " 1. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. �•-5•_._, - y 2•-0' to'_o^ ro" `hill 2. ALL FADER MATERIAL 70 BE 4 x 10 D.F. 1k2 U.N.O. J. 1r 24"OVERHANG-2' X 12' FASCIA DOWNSPOUTS 24"OVERHANG-2"X 12"FASCIA 3 VERIFY HEADER HEIGHTS WITH SUPER. • - T I T f 1 , 1 T lit I1.._ F iI i i( ; QE55 NOTED i ' OVERHANG,2"X 12'FA5 IA • • f I , I ; I I ' ( I I I n 4.ALL EXTERIOR YVAL LS ARE 2 x b- 16" O.G. 5TUD5, UNL 1/4„ - 1 IJ.�I.O, I OTHERWISE 36 y /i Ill -: eR� .Cr,r ,s. l, p... ...1- .; rfle .... d - ... `.1r" I F ''^f" - ® ,I C t ,�, ".Y.. P � - KHC60n4:C �,' pppM4E I;- t ) .'I : _- ;,., WALLS ARE 2 x 4- 16 O.C. STUDS, UNLESS NOTED DOWNSPOUTS I I,. I i ■o- , _ 311.- . PLATE 1091/8 12 HEEL- -,,,,,,,,T.,-__ !, \r I A - `=" 10 `' - )11 I •' PLATE 1091/8" -12"HEEL I . 5 ALL INTERIOR 1 Y i_ i. : • ,, ; iii- • , .V1i. ; II.+I1 tI •.1' 'i � a ___.___.._ . - .___a, ____��- _ ,._�+... __ ,icy"G4 ,�,_ _ �•� °' ` -r_j� - ' y A13 � • b. PROVI BACKING IN ALL BATHROOMS FOR TOWEL BARS TOILET PAPER °- f01-21-18 , l • ! 'I` -- l 4S:121i ..__ 4.5:12 �' f, _ DEB G 4 I 4.5.1a , U �4.5.12Ii I V: I • I • ( DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR I {__._ ._. .__. I LOCATIONS.\'t sl' I I i rl I( a1, 1{ 02-21-11 / _,m 4 b5L` 1 l E .. n 1 7',11 _�- _ _ t 1 -_a f=L.._ _. _. _II • {;' 2 1 I ` .(e +I • I'i I I i } w � � '' f, 11 i fir -Ili " ; , ! ;I ; I J l l a ,A131 f __.-_,r :_: ._ i II I � iI t � , 1 t. N 1'I1I `� _ __-_ R G NOTES U I ��- ( • a ;I { j �tt �►!j $g • if 1. REFER TO SHEET A6 FOR FOUNDATION NOTES AND DETAILS. ®. .. -.. ____..___ ® _ „ •N ._ rc a -� ___.,.:=._- I- ail ems-• II ,, !� ( ,t N I r - ' t 1 - - ____ • a w w i j I ` ! .. I I =- - z12 =_ ! iu { x 2. COORDINATE W/MEGH. & ELEG. FOR LOCATIONS& SIZES OF x FOUNDATION/SLAB/JOISTSBLOGKOUTS. n I o �! 111 CD , =q III v q b N ; I! ` . 4.5.12 ; o o i! 4,5:12 1 d I •,! l � d 1 ♦4,5:12 1 4{5:12 - ._� t ( 9 ' i - w It I 1 { i I i it ( -!' j ;I z 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE IS FOR ,I 2 a z t_ I m I ' r ¢ SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT r a +� z { ! a I I _ k \ i: �, D I I I \ ;, P I ry T, i1 rc ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL „' __ f I II iI II II I I I I yO PRIOR TO THE FABRICATION AND INSTALLATION. - = __-_ w / =` Il 3 I I t1 'II I ' d m 4. ALL TRUSS TO TRUSS &TRU55 TO BEAM CONNECTORS TO BE DESIGNED1,:.:7;,,,,c'et.,,:,;,,,:41.4m411<...:1 • MI II w - - -- - Zo I-- `, ai ) _ I - N\ / I I II t ! It + r t ATTIC VENTILATION CALCULATIONS g I II ,1 { { { if l I I 1 i I Ik gII BY MANUFACTURER Il MANUFACTURED TRUSSES 24" I. { I .: + 41 I I O.G. I { ! ` I 5. FLOOR SHEATHING TO BE 3/4" COX OR 05B STURDI-FLOOR T&G, GLUE • if -_ I I' ' i I Ii / AND NAIL W! RING SHANK 8d's @ b"EDGES 8 12" IN THE FIELD. FACE ATTIC VENTILATION PER IBC 1203.2 i 1r di # GOMP051TION ROOFING I iI r w 1 I It i ROOF DIAPHRAGM TYP. II I I GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 7/16" k • mx ' N l i, 11 RD iI I .III u I °j OSB OR EQUAL. I • 1 SEMI • TOTAL ATTIC AREA: 4 40q 5Q. FT. + 4 5.12 I w I! W L. •I I5:1 Iw 4 2 0 If_ / f ' i1 G i'! 0 I I 1 II a b ( I ,°' I 1 \ - __ . 6. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST Ce •`.I I Ii I, I a I! _ . . `' . ¢ 11 > I - } a '; o . .r , .. . . {. .., < !¢ . - . .f ,' _I ,.,:II {-, E,e„ E 1 ] LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO w ID cnec9 s"..,��'., I, Il i i Ii .Q • II I 1 K a1 a :1_ t „„ ,.-. -.�-... „. _,..._.,., _, <-.__:_.-_ o 1/150 ,4TTIG EXHAUST REQUIRED: . . , . .1 , r ": Il l ,,. { H ALL, , {, zI I FLOORHOLDOWNLOCATIONS. f ( I �._ ID b m� J i. { � ) I II �y I { GIRD=RTRU55 o a GIRDER TR 5 I g p 1( I' p •;I z d : Ij , i $ 1 I o p I I w 7. PROVIDE BLOCKING BETWEEN 1-JOISTS AT INTERIOR BEARING y !4 233 MiN EQ. IN. OF NET FREE AREA OF 4 IL I �ma !I IoaII i1 au Cl I { I / rovn ' r O „ II I 11 ! z 1° a =--- M - - `3 ' LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE. i EXHAUST NEEDED OR NEAR THE RIDGE. • '� N I '" °"{ ,o rc: -`I: I o �I +C I f a 6 v' -.2-0^_' 31_0„ s ` -9'-0"- 7-0v , ;� I. it m¢u. !I ii I �'. mdL �'1 I,I ma I j 'f It : III II I ✓ `i'¢,� I _I I B. ALL CONNECTIONS TO BE 5IMPSON OR EQUAL. N • cY ._-' _..._ -,1� ,, 1 11 4/�rY 11 I I \ 1 I aP_g ,; li ®j 1 ! 1 tl , ` 2_ 1 II f + �zfL ° i __ -._ __.. .s.-:. '., i• ,a _ o p '+ o+ I / o I t I 9. INSTALL HURRICANE TI E5 AT ALL TRUSS OR RAFTER TOP PLATE • 1/150 ATTIC INTAKE REQUIRED: - s / tii x I' w, o N I' , �kc `� I i!, � - # I! �U� �JU ', � i I (• �5111 i tnFF II I �� CONNECTIONSA5WELLASFROMTRUSSORRAFTERTOBEAM 0 o a `II s< I ! �¢¢ I _ AA13 1_ • CONNECTIONS. 4,233 MIN. SQ. IN. OF NET FREE AREA OF o Z .A13:4 z I �wW 1\ �ww ? I; _t I I ( §ww Iwo 1 I �� =a N 56 4.5:12 I 0'b *4.5:12 { °vQolil! 1i w (' I � p /I 14.5:12� ;�Qo i o d In 51MFSON HANGER TYPES0 INTAKE NEEDED AT OR NEAR THE RIDGE. 3 o f c°� I II I, �� II I jo '� � I ;i N,si w�� X MARK TYPE 51MPSON HANGER MODELS � . i p sw o o m I \ l ‘1:: I y I ' • f 1j-1No a � m 1.AG/ 12 --SCREW OR RING SHANK PER GALLOUT w j' i II ` _Ii '><0 • 11 �,• j i '`'� , f i ix z w r A 4 BG V__ 3 0 __. :;_ 2'-0 o d , 1 11.' rc� ` ! ' 1I 1'.: �_ 000 0I ' q POST GAP 2, LGE c-4 +jel 1, STANDING SEAM METAL ROOFING, D �cv a -. u. _ i { li, q �,,, w,y -" cq i .-7/16"SHEATHINGOWNSNC.IUTS " s, I m ,_ I I. € ,' a °°o w 3. RTC-..... [" ------1---- - ' _ • •- {('-"-_ I -� V a f I II I 11 n I i ; I. • '�; F n I ,1 a o o d. Q 0 _.__- o ' r 1 I I 1Ii 6,1 i1 II I, .a C1_L'VENT I, ' i � , ��rc _� b 1. ABU 16y b U !J ZX ,-ALUM. DRIP ED6 ,D � i GIRDER TRUSS I --- _! - {�. {i II' II Ei I, MA PAGTURED TRU55E5 24 , 'I! • Q ..-->- ° .. • 5D5 OR �._ m - ,, E ,I I :, , N o G '�i I F I !:- III ,. , I, 1,� POST BA5E5 2 ABA ,- .-- 4aD h 1 „ _ P { I 1, 11 RD ROOF DO PHRAGM TYP. I i I - z , c- e LEDGERLOK -% I/ 10 - .. ._.._._,.,'_ , 9 fi • PER GRI_LOUT _ .I/ �. ER ,. - -GUTTER Fnessis+ee +..'+ . it t ` I p, I '� 11, i I • i i 3. ABA - • (To d- "j J/ �' ' • I IIi 'I / I I. 4. �+ 2-0. . O s 0„- 1. H2.5A w t SIMPSON 2 X 12 FASCIAii I ) I I 11 " I 512� 4.5:12 m HANGER �` r::� "..�:._ - - - I', 4.5.12 :, i f i.DOWNSPOLIT5 --- -... ------ - Q t-tt) „� I, Il - { TRU55 SEISMIC & I 4.5.12 e 4 a m ® - Y �; { II E, ! �ri - { HURRICANE TIES 2. H1 m 'ti;N ram^ j �" t ( i; �� 1f { STRIP VENT _ _ ____ I III ,) ( } ! i f 11 II I, i ``�tI 1 II 1 1'1 1 ., iv li CA i U��T&G PINE CEILING "" - ice`" III I� {) ' I I ,/ "I ! -_-"-- _ "i • "i p+;,z., :GIRD IRTRUSS hi I --- ;'��� I. I # I iI �I tr. / �� F - _s� / 1. HGA10 is iI { ( ;, I I iIDl- i u fi IIIf i ,A ; I =r F„EE:a 1 EXP. BEAM SEISMIC - (�i' @8'-G"OG,50#POINTLOADS_, f - I,I II y: ;I ; VERIIFY LOCATION&SPECS.W!FIRE aUPPRE5510N INSTALLER ,, - -• i 4 { !: I ` I I I I I bPRINKLER MAlNIWITH HA I • I, ri . . _ ... ._ _�! & HURRICANE TIESCA • 4 i 1 • II I I DN I - G I ` - � cOn _ . _ / I I I 1 1 s 1. ITS ---- -..i R , eCr r_ LLj '• I 1 i . i I !1 w` , II I fI I I-JOIST HANGERS 2. MIT/HIT ®- I I I11 I I ,. • 4.5:1 i \\ I r /I � al { ee ` tie . •4.5:1a ✓` 1 9I i. •1! j , �! 2+ ! I II r - I) 3. IU5 / MIU IL_ W REAR ENTRY ROOF DETAIL 5 I i I ti i Y j II ., I j i. r ;. . i' I. ;!: -- 1. LU5 4. L55U Z in (y - + -1 SCALE. 1l2 1 II II , I + ,1 I }, y t - . 'y� .1 ., r , ICII II la in i a I� I . \ I j ' { ✓ I in '•) iri I{i1 '^ ii II ,I II t, I 5H6 FACE MOUNT 2. HU5 5. 5KH 1- 1- := ( Il it n a , 4 I. , `� (I :II ; II I I+ ! I J015T HANGERS z 1�-- L�I IX 11 RD ROOF DIAPHRAGM x "- I ) I' MANUFACTURED •TRU55E5 24 O.G" , I f ' II I' I -._ . . _:- 3. MU5 (USP HANGER ) II II �" - \• 11 ' f I �' III ! !> .__, ..__ + •'4+ I I l' I II II l I i d - .. _ n i COMPOSITION ROOFING - .+ ' I' 1. HU 4. HHGU ^ v- t k I I I ;, 1' i, I t "SHEAR CAPACITY:GOOD FOR EH=230 PLF-SEISMIC,EH=322 PLF-WIND. ''oP iv 1, -ti` _ .. ...... .w... 41 .:. - S ,> N II , I I ':, I' I. 11 RD ROOF DIAPHRAGM TYP. `R aEARING Wns,. - Cy � 1 f I II I _ �• ... .____--__._. _'�LL GLULAM BEAM AND .-- ---- - _.- ._.._ _( .� MAX ASPECT RATIO=Si. i • )I ! 11 '::::.- .. II I ` '....� ! ' ' '' I) -' , H DOUBLE-SHEAR Z. HUG (USE OFFSET v �r (1 z II I'' + I ( I' / i i:_.___ , x JOIST HANGERS HANGER FOR "FRAMING:TRUSSES 0R RAFTERS:2X AT 24"OG, MAX. Y r. j i1 4 li I .I ! 1 Ir 11 • 11 II 3. HUGQ v I EDGE OF DECK) Li-1 'FRAMING CONNECTION AT SUPPORT: V I: 1 m 1 1 I ` • at tri - WHEREGONNEGTEDT0 SHEAR WALL,CONNECT PER SHEAR WALLGALLOUT.-TOP _-- iti,k. + '•'ii'!I OE ti -' rt _ !' -=_==Ff' II j� 1 a ' • ilk - II i _ '----'---- -r--J� NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR- 1- �- __ 1 I 1. • I �u • - -- -- ti ii3 o=WALL. ;- fl i 1 (� I 11 I A13 it- "-' - I.. II • I' l i w m z - WHERE TRUSSES OR RAFTERS CONNECT TO BEAM,USE H2.5,OR A34 WITH _„-- I`+_r-,_-- 11"I`' - o j - 1 i '( I i i .. HEARrtifvs^W.� • _ 1 _ -__ '\. ![1 I II v GAR ILI a y I I €sa,r:.-,. . ,. ,. '�,.J 1 -=in ‘2-.: j } g ri Kn1 5 SCREWS,OR SIMILAR,TYP. __. ._.._..._ 'V_ .- - :: 'I {{ i:Th 1 { 1, . ... I I"1 ' 4.5:1a ,� 4.5:12 o dst � ' 0 c�v - AT LEDGER,CONNECT PER LEDGER CALLOUT. 1„,, CO lit _ 4.5j:1 a 4•5j:12 • i ! it Ip (.{ I, I "� I! _ v ( �.. ry h > N • „ X WQQD. ``.-F - ' J „ ' •• t - I 13'-rvo wnTERrROaP MEMaR+Ne ROOFING - :q -t; - m l� SHEATHING.V16 MIN.,0580R GD PLY I' ,. .,I . „- # !< `" 1 1 2412 RAPTER524"0.C. :", f- ) o Q w to 1 , 0 b*,'N, I I _ ., O '' It..- _-=.--_, ..--.__:.: I I - I': i : ' 11 RD ROOF DIAPHRAGM 7YP. y I.� a ,V I „s;p�kLr, �, f - �°1,�1 it _._ _-._A.IP; __ I _-'I ' -- s ` :i t,I M' • i M 1 if . . _... __ .,e C1 i' a ,lei t'� �, �,,. - it, el' t'- - y. 1 111 .. _-..� ry 5 _ iI V NI_ _4'.'_-'_" .___: 1- .... ... _..,+ ; 11 D tt 1 I m�f , _ _ i _ �:, 1 c*1 _ 31 - . . ! 1-_._,_ .__.._' ,yr� f, ,.; • 'SHEATHING LAYOUT:CASE 1 PER IBC 2306.2.(1) -'-' '"- g- '1 i ( I ^cf II, i I I 7 + z - `1 O 'NAILING: USE 8D AT b"EDGES, 12' FIELD. II II Ill -- N o w -•I ' I', I, I'r I I r .. y:{ a - II. - : -:. t,I _I ''k- E j ....,+ �3` :.. /' :r9 �L,� w o y r NOa'L .� I , ,s I I t a I ! r x I * S C'V 'BLOCKING:NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO 5HEAR- -__ ':11 �I I ''1 z a,. 11 _I1y • 1. lI ![l I I a, ' 11 -� _._ 1 --: . -: 05 - - �''`' _I-}�=.. _,.__....._ ` " �4 WALLS BELOW. ' ' ' rc o•-' I ¢ �, ° ( ! /I tV ) '--`- - `1}"- " ,+ o C❑ d�-- _ 1 _lil � � e �V 4 _.._ _. _w__e___ 1 pay I I 65J., I FP<oFR-ROOF DIAPHRAGM 3 " .o - Ii I 1 o i � �AL f z°� i I 11 jP I{.� +► {III { �, � 2 1 'LEDGER CONNECTION.WHERE A LEDGER 15 GALLED FOR BELOW, IF CONNECTING TO I - ' -- 1 '; _,• - u o i' - - I I v 1 ''' : °.o _ _ _ ..---. -_._. ,if- .. _.: i ELEVATQRPARA T 1-I .= :,; z U -tl- .. �-A `d`i`Jrl + - { I 13 RIM OR HEADER, USE SOS,OR LEDGERLOKAT MAX 12"OG,STAGGERED. IF CONNECTING +� _ - -., - - - , II 'S 5"OYE&HANGI . , _ II .. ' `ets50a3 4' '. ., w , / iI l 4.5:12- I t • . FASCIA:1 .11 _II il_ - , ..,. _ ...y i• , 2 t - {{ il. 1 (. . _ _ -._.i:.-_ _} Z s r MIN -_ ..._;_,_._._... ,: • , ,,. [ - ,,,z�:, I I OOHS TED AS y - 4.:_._. . .._. _. -l.l - L:. _. _- ---- • ' u F 5D5 0R LEDGERLOK FULL DEPTH PENETRATION INTO RIM,OR 2.5 _ -- _. ........... . .+- ___ - : ._-_._..,C_,.:__.... - ..two ,. b �_ .-.-, , _ _ - � _ . - - w't:L. s a - LENGTHO - ._ , ,_._ - _ - - , -" - , Id sMAPr p�LSUR� fF;: 1 : tA4 E b EMBEDMENT INTO SOLID FRAMING. _.__. h', •'i .. - L " .:' t 1 - °i - -+ 7 ! % t doog g$ :. '., 2 ( - ` , - - I. I'' - ,( _ !.- j's's I MANUFACTURED tRU55E524"0.0. isr' It ' , q { - i 1 t ) I- - I1. 2 1 cwt.,. ..Jl QCrLs„ ' CF ' . sz�u ''" t' I COMPOSITION ROOFING PLATE 161 PLATL 109 t18"I:-12"HEEL Il 11I! M+ 4 a - MIN DISTANCE Or CONNECTOR TO END OF LEDGER OR SPLICE=Z".MIN EDGE I J p - 2!PLATE @ 109 1/S'i- 12"H�.EL 1i - i- ,. q '. _ G L , I - 1-F.---- aw ,. 111 KneE.ER`>e e A13 i - 1 1 „ .. _...- -'` :I S-•., I: 11 RO ROOF DIAPHRAGM TYP. 4 XX q {- i1: - A 13 - _ __ •'` + .Y rK �{ 4 m u a'i v ". +�5.. ._ ._ _,. ..,'..: .,: _ - j 4if2. -� 4./S rfaf ,2 I, O '' a I ` - .:ro R•I':, IZh• :., &:33 t: •3' tl._ _... .. _-.... . TE.. ] 0444s4 « O ,. DISTANCE TO TOP OR BOTTOM OF LEDGER 2 -_,_ ,_ =` + _ _ _ � - v?�:_ .._-.> -- 'FRAMING CONNECTION TO WALL, GENERAL: USE ANY OF THE FOLLOWING,WHICHEVER 1 1 - i I 1 DROP TOP GABLE TRUSS -'-, - � y Ii . 148"OVERHANG-T X 12"FASCIA (�"'_'I I .,.;,d..,.. - •ROP TOP GABLE TRU55 _ I I { . I _.. n wa== I i • it, 1 o •A A - a� �G� ISAPPLIGABLE. _ • ! d j1I ' , L II , + i ;j 1 I i I , PLAN l'l o-'awo - RAFTERS PERPENDICULAR: USE 2X OR LVL LEDGER,MIN HEIGHT TO MATCH m __.._ „, 1 11 v 11 1 I 6; j I I ` I 2,-0,.� _-y�,,.-,„„,;- ---- ... - - '2'.0•• ) I I j I + ! I I I t f { '� m L N AREAS € � I ' it I4 I I A I I RAFTERS.APPLY LEDGER OVER WALL SHEATHING. USE HANGERS TO HANG . 6 ( f I - - {J_... ._1 __- _11-. .___I L.____it .'1._.._ _di !.L-.. _LL.-.__a.L__ _ '1 _`____,_''. Q R _ I _.1.!_ i.i___.___J .__._ I ._.._. .,.::.�i:...m....�..1.1-"-a -�3--- �...-3,-_-....r `I _ �:,.`� 5.1,.. - -- - -----_ .__._. ._--- - - - -- ------ RAFTERSONLEDGER. -/--I` _ '-v:-.�..�. _ �.-.,.-.-..�,,.... W.-..�.... :_..�..-.,..:._..,.._ ....... -.«.--..- -- __..1,{ 10,_0„- rw-..e.:.-. !g_-,:,.�...m._..� I .__ ,,3_ - -✓ --f- - j � yy 36"OVERHANG-2"x12"FASCIA 36"OVERHANG 2"X12"FASCIA MAIN FLOOR 3,g2I SO.FT. B oa - PARALLEL RAFTER OR TRUSS TOP CHORD:LEDGER MAY BE TOP CHORD OF TRUSS g•0" __._-. _..__-..________ _g0•_5"---- 14'-0"-- -- \ --- ----- -- --- b'_----_ -_-'_- - - --_-- ' '�"• ____ __ ____ ____ _ _ ________ ___ _____ _ _ _ '-1 OR LAST RAFTER OR SIMILAR.LEDGER TO BE PLACED OVER WALL SHEATHING. ____ __ _ _ _ _ __ F g gE F - TRUSS TOP CHORD PERPENDICULAR: USE CONTINUOUS 2X BLOCKING BETWEEN \ _- -- -- -- - - - - _ - 00'-11' j -- 2ND FLOOR 4,200 SQ.FT. I Wed e' _ yK _ _ OUO TRUSSES NAILED THROUGH WALL SHEATHING WITH 16D @ b"OG TO SOLID WOOD ; --- a - pp /y G T M4 BACKING(CONTINUOUS RIM,PLATE,LEDGER,OR BLOCKING.) " -- `7- 3RD FLOOR 4,016 SO.F t. ioz�o Q ,Nm • ROOF DIAPHRAGM:CONNECT ROOF DIAPHRAGM TO LEDGER WITH SD RING SHANK OR r" _T'-"----__ ------ - -- -- -"-- - -- w`cz'i zSOo SGREWSAT3"OC. UTILITY/MECH. ROOMS 552 5Q.FT. =o !X 4 COMPOSITION ROOFING ILL- Hon, oUTLOOK•ER\ - TOTAL LIVING AREA: kt�. COMPOSITION ROOFING AIR BAFFLE 1/lb"SHEATHING -----_____, g°PS'SR 12111 .,- WT6X 11 W(2)5/8"DIA. _-... -- _ ___ ? //1b"SHEATHING W/1"GAP . �..�.'�.. BOLTS THROUGH STUDS I _--- --. -_ ___ _ -.-- --- -- -- - amp,nO Q NFO 12 AIR BAFFLE IN/1"GAP MANU.TRU55v I �1 ENTRY PATIO 148 SO.FT. ozo� X------- _ - I <> z - OH 4.5 MANUF.TRUSS- R-49 INSULATION GLEVI5 IN/l/8"PIN. TAO WATERPROOF MEMBRANE ROOFING I =gam R-441NSULATION /% -- _-. -._ ._.__ I _.2 ,W, L LONER ROOF CONNECTION --- . - __-- - . -. --_-_- ......... .. . ... . ' ----_ -- 5/8' DIA. ROD W! OVERBUILD - 2X12 RAFTER 2 X4 BLOCKING CONTINUOUS I ...._1 �� ,� _ - - _ 1 - -- TURN BUCKLE \_ ! TO SHEAR WALL \ BEHIND TOP CHORD OF TRUSS) ! Ot - ----- _ ---- -ROOF -- - - -... __ -.__ _ _ ____ /�� li v I7116"WALL SHEATHING sT FLOOR FRONT ONT ENTRY R_ __OOF �� 1 ; ---2 X 12 FASCIA .__ NAIL TO STUDS (2) 16d HEEL VARIES- !' ,-�/ ! . = GLEVI5 IN/V8"PIN. --- --=- -. . .--._.: ----- _ _-......- .----- ---------_-- _. _ _ -_. . .. OYVNER APPROVAL - ENGINEERS MANUF.TRUSS---""-�,.- \ \ t �' -------2 X NAILER 1� - _SHEAR WALL - [ail WT b X 11 W(2) - II HS' 3x2x1/4 or U CHANNEL PER PLAN MARK 2 X 4 BLOCKING CONTINUOUS -- - ---------------->1a i 3ALUM. DRIP EDGE "� \Lim . \ STRIP VENT 5/8 DIA. BOLT., \ 1/4 TO ACTA5 REAR GUTTER- BETWEEN TRU55E5. ROOF DIAPHRAGMPITCH , ��"_ " \ -- - -__---- :1 ENCLOSED SOFFIT ii t SCREW OR RING SHANK EDGE NAILED TO BLOCK. NAIL BLOCK 13 - INITIAL: a THROUGH HS5 6x4x1f4 - _ GUTTER-- 1 - \ . -_. _ _ o; GLASS ROOF PER PLAN ------ ---- ._..-.__ ..-_---- ----- .. _M' PAGE z. - -- '5/8"SHEETROGK -----2 X NAILER 1/2"LIP FRAME �.� ALUM.DRIP EDGE - �5 TO BLOCKING BEHIND SHEATHING ! - WN POUTS ' 1/2 SHBETRQGK--- OVERHANG 1 11 9x5/8' DIA BOLTS LOWER ROOF 2 X b BLOCKING CONTINUOUS m o 2 X 12 FASCIA----- _ - ��I� PER GALLOUT ry O S FOR GLASS W/16d @ 6"O.G.STAGGERED VENTED BLOCK n DOWNSPOUTS I D VARIES -'I HS5 6x2x114 d THROUGH BLOCKING - - FOR HANGER. ® o i 4 %� IN STRIP VENT`' 5/8"SHEETROGK� • 2 X b WALL I HS5 bx2x1/' - S '. - -F n ----NAIL TO STUDS W/(3) ibd. `• -- '.: `1`' --- " a ENCLOSED SOFFIT'; -112"SHEETROGK R-21 INSULATION I`a ! HS5 bx4x114 Hf:SS 3x2x11'______ .__ NG BETWEEN STUDS TOP CHORD OF TRUSS OR MIN.HEIGHT --" LU2_b OR LU52b-4 NAIL WALL SHEATHING TO 1 ' -___ _._. . .. - - IN "' (V '':I 0°6' C' 2 X 6 WALL 2X*LEDGER @ . N- 6-6 -' 4'-0'---- � ' o L__._ BLOCKING W!8d 4"O.G. R-211NSULATION- ,I / ATBOLTLOGATION5 -TO MATCH ti I a/ T� 5D5 LAGS PER CALLOUTb5LR LOK OR TRUSS CONNECTION ROOF TIE-IN LL� b y ry l �6„ • CUSTOM �� 2 OF: n ik 1 J I TYPIECA2 EAVE DETAIL - - 'I SROOF2EAVE DETAIL a� TRUSS RAKE SG�RYM ROOF OVERHANG DETAIL sHEArrnNGRGALLour ELEVATOR O F - p MAX.BUILDING HT.(50')_- ,., .__ ....---_. _ _- -. ._ __ -- _._ __ .. _. __ -__ _._ __ _. _. ...- _ _. -- __. __ --_ -. __ __- __ __ BUILDING SECTION DETAILS J. STERLING_ 0- 1 RIDGE VENT J. STERLING G s 50 YEAR PRESIDENTIAL COMP. ROOFING. — x 1 2 TYPE AND COLOR TO BE DETERMINED. 3116" = 1' U.N.O. . OVERALL BUILDING HT. 4r. -_ _ -. =_"'_ S _ - PO WATERPROOF MEMBRANE. u_ , - - -- - - - a . 2 X 12 METAL WRAPPED FASCIA = 12 1 _est Tyr ss—='t_ — - *>� 11 72 OPEN SOFFIT ---_� 4.5 "�� �T-_T _L `'I 4.5 ----- 2 2 1- 1 s i�v. � �s � 4 + CONTINUOUS ALUMINUM GUTTERS. ~ I /I 2 mow ,ept5 Pr " sr,„ /II\aTI 1 I . 'iv = � . - � � � i, T � % � `� 3 ' � DOWNSPOUTS TO MATCH S 'liti 5..._ �„ ' '' �i 1l� 1 : ^ I�l EXISTING AFC BUILDINGS illYZ .v,�, 8 IA i� � ; ` ' 1 �� t 9 \ `Q ��� . 9 I &........�. i• CO il PLATE HT. .r - f k.�1 f- 3 -. . _. 511�.. l in d I,71�, o n - - -- s. in _` 10 r I,;,-__- 10 ` r 10 (? KNEE BRACE it _ _ t^YNODW HCADERy ®e.�.. ..,...:..� .__ ..., , �war-. I 5 Imo® '„,i / 1< �. %a � --� I 1 a rO Ev' a 6 ,� 11 if 71I r, L_ J L:-� 1 12 _ I� } III I z [ r MANUFACTURE TRUSSES 24 O G I . 1 #3E �PIH L 9Ii i #3G- 1 BFDAPT T u i. I. LI �'"a 8 ATTIC DRAFT STOPS - 5I8" GWB . t_ 1 - - __. , �_ : j� dp I ..- _- -_-�... TO DIVIDE ATTIC INTO AREAS <1000 S.F. _ r_,,,,., .: lb 3R0 FLOOR---:'}- 4 /. .- _- --. , _. _ _ T4- >NF- TJ . 14 3/4'FLOOR SYSTEM � --__'� _ __: . ..v� ,�l '��e�� �a�il.� e . 13 1 la .�I. __ -._ __ _. `� - _ _ _ �' PLATE HT '2RiI. F S STAIR - ._ .: - scvx artnL.rr2evv 10 110 ,HSRATEDDRAF 51"0 _ I 10 Q R-41 INSULATION WINObN WADERS r �_—._ _� ,-_ ...' l:In, I; 1 BFD APy.._. . I HAI I #,2�: 1 BPD AFT 1 O I 3 LAYERS OF 1/2" SHEETROGK ON CEILINGS 9 �:, I11 I ` _ - ; I I .I�A'III - , ;II 1 _ 1 1 5/8" SHEETROGK ON WALLS, I !� `� 2ND FLOOR r _ ,. ,I -' -- -:— —. - �. I `p'I' ,. --� 1 RESILIENT CHANNEL WHERE INDICATED ,„ ft �I PLATE HT. .r . 143/4"FLOOR St ;r GM iltila'�:.., u • - •tU***.a1111. /a* -_* at,s UUh11.3'pY Ci 4TAIR i. �. --. _- —JA -tA----A-- _ _I la R-21 INSULATION 1Q r 1HNgneINssro HToE y 41 i'. 111 10! 10 y9•,HRWrEDDR pT5OF5 12 (B) R- 3 INSULATION WMDgNHEA0EF5 �� r11 I �_ ' 1111 412B. ;20 111i - 12 V 1a � 1zB ' 11 74? r 6 I I 1 L #1 D- 1 B D AP G' HAI - f 'LAUNDRY? O AVA RESrWvat� 13 14" BC! b000 1.8 „I" JOISTS 16" O.G. E ��. / 10, kir-Th--Tili; . : '' I _ I___, , 1 ; `� : 14 R-13 INSULATION MAIN FLOOR--• '_ �_ ._.._ _ - _ ..._ _- -. ._... _ - - -GRADE- m t3 _ - r is - -- -- 15 D[ ah I II 1111 ILL 11 II Ii�I 1 iI I II 11 II 1 IIIIII� IIIII III1 I 16 R_38 INSULATION OVER o z zIIIIIHH11111111111111 'L I � ' ' ' ( 41 —_-_ 15 CRAWL OR CANTILEVER. I I 1 ' 1 / ,,, m 1 g COMPACTED OR UNDISTURBED SOIL BUILDING SECTION SCALE:3,16'=1• 16 STRIP FOOTING & PONY WALL (DETAIL 8/A6) BUILDING SECTION 0-- ____ — — — MAX.BUILDING HT(50)4-alb- _ _ .. _. _. _. -. - -. - _.. __.-._.- __ _ __ -. __ __ _-__ _ _ . .- __ - - - __ _._ _.__._ ._ _- - --- ._ - _- ___ _ - -- _- _ __ _... _ _ - __ ... -_ __ __ 0 se. LU Z CZ IL! tn :an 8 Q OVERALL BUILDING HT_ - -_ -. -. __ ... ..__ --_-.- ___ .___ - _ __ _.. __. __ _._ ILI 0) 12 I1j ' 1 2 - • I- • I— ® lc; . . IryirC[ r1 N ��\ 8 ► 1 8 ► I —i�I \YiL. S IQ -Ai" 1 !o _ 1�.� Y 7 —� \I 3- 7/ a I9I �� a 1.J � a I a �"� k P 1. PLATE HT-_Y -_` / - r I d -` _ �.'.,.'i.�' r ,r� 11 „ 10� B ,I,10i 10 �.: 10 / wmoavHWDees I b � lir MRRATFP DRAFrsroPA t ,; 1,._ I __ sTAlRnvc'Nrs TO HAW • w.�.v. (�,@ ...._. s Fm �11 I 11 I s11 d 3 �7 � E r I t Y 9z� .#3fz - 1 B.ED APT, 1 Ij t4,.5 AIR HAI J .`,, i -7 F+B D APT. I u ?g Z. m_W a O~4 U-2 , 111k SRO FLOOR _-._ ,.:a1a .- _a - - a . is. �134 , , j14 A A 1 l - 14314'FLOOR SY.IEId G V ' � � � m- 0 PLATfMT. r -_ _- _ . '"�1 � � . ._._.: � � ... I', 'ems �wgMy �— 14 413 �1 14- 10! 2B1 ,'10� 10! �5 1 IJ,I F I r . raw W NINDONIWAMe Z s11 11 4TAIROPFNINAS tO HAVE I II ti . i'f a�Dw_.� .Ig_wR R.?pD rn4.'J5IOP5 1ftT] to +.— ,1 �I I I I �Y2+ _ .126 R i#26- 1BFDAPT N�j AIR °"d by,l_ � it2A-2 BED APE i !t ill' 10 jJJJt Lbw m f _ 111I 11 -; oR� zo0.cc L�J R m '11 o m� _:1a� — t_ a- _ _ � a I:: I m omZp2ND FLOOR r . - , ,- - r��---'y5�7i 'T�( - - - imgmm143/4'PLOOR SY>TEM 'I 4 - ,-.. 125 1� 14 21._._ �13 sat sea•:, :�ss t .. EN 12, III ?m6A ao,AL 13 14 13 t PLATE HT—G? - :. - s�rw 6861WMDQYHfA0ER5 � LL m{ ®b' _, 1- g 10p w Da o:, 11 <r Hgnpe,uNee row\, 11. �n...�._ _ 1 AREAS s#1P 1 BEDAP� N 5TA113 _ tiALi. f '-. # 1A-a BED APT I a1 FLOOR 3 4121 SO.FT.I I I I MAIN OWNER APPROVAL II I II I ' I 2ND FLOOR 4,200 SaFT. fII _ PAGE r 9iI1a�,r.�_-_ --.--s-.-._ - _: - -- -- - - ----- '•- 3RD FLOOR 4,0985C .FT. Ave.ORG.GRADE . O�Ifl. ---- 13 15. 13 ,,15,. — 13 15 .------ ------ — --_.. I Ili* 16 L'6} GRAWLSPAGF UTILITY/MECH. ROOMS 552 SO.FT. TOTAL LIVING AREA: 12,111 50.FT. / COMPACTED OR UNDISTURBED SOIL BUILDING SECTION — - ___ - OF: ENTRY PATIO 145 SO.FT. SU I 1 NG _. _ -_- n MAX BUILDING HT.(50)- � _ _ _. __. --__ - _. - _ _._ _. .- _ __ - _.. .. . EUILPIN& SECTION DETAILS J. STERLING 6 1 RIDGE VENT J. STERLING n r 50 YEAR PRESIDENTIAL COMP. ROOFING. f 2 TYPE AND COLOR TO BE DETERMINED. 3/15"= 1' U.N.O. 41 F OVERALL BUILDING HT. i - -- - __ ..- -- -- .. -__ -- '-- -- - - - -- -_ - __. _- _. - -_ -. B TPO WATERPROOF MEMBRANE. = .nl V _ . 2 X 12 METAL WRAPPED FASCIA 01-21-13 Z z rr • a re OPEN SOFFIT -- D_ 1 - �''1 = ,a '. " ", #` t � ' 27-11 _ _ �� __ .� x—._ . , _. . , '"w 'gyp ; � tr. �Ss • �- r_ 3,, "i 4 \oo 1 , I 4* ;N % � -�____z 4 CONTINUOUS ALUMINUM GUTTERS. y � _ + ( ,�// 0 \ 7 ,N ' `I�1\ , b1di `r, 17 F' 8 \ .Y( 11 I `\, , � �—F ' r` °" v, fr t t� , , t k In N V t I fk / I , 5 DOWNSPOUTS TO MATCH , r' _ � � is �) 1 �l �� ti4111:2,L� I y/�� EXISTING AFC BUILDINGS 1 G I►y. , 1���� i�1, I. � : . !k ,. I 411 1111: 1 9Iit . 11: ,. ill Vt4 . A:/ ._..-- �����-`^_1. $'PLATE HT.. -._.-__ _._- 1L 1I :r � AI� - -.�� __: _a_ _ 6.1 1_ 1 SI. I () � wl ? 101 I 10 " 1 6 KNEEBRACEo q 11 ( I 411 (11 A6 II _.._� n4 2 bit 12 $ i2 12 s_ �� '( MANUFACTURED TRUSSES — 24" O.C.I #30- RFD APT I 4.5F- 1 BFD AP7 #'F - 57tJn) }1AI I 1 I ,� a , II �i � I ;1 % / 1 _ — a t I I1 II IMMO ' S ATTIC DRAFT STOPS - 5/b" GWB " _,h— 'e e TO DIVIDE ATTIC INTO AREAS <1000 S.F. ii 3RP FLOOR .F —_— _ ' I ^ 143/4•FLOOR SYSTEM 1131 414 � 13 ,_ — �� 914P . 13� ,'; z , 10� 0 10 10 1! STAIR PLATE HT. / WHpOWHE0ER5 — — -- --- - _ ,B•,HRRTF R <rF•s q R-491NSULATION ROr iin 11� 11 ? 11�� 1 11I �1> ° (B) R_3S HD INSULATION e12 II 1 — Y12'', 1 , „12� 12 {12b RESILIENT CHANNEL WI 10 4 a $2D- 1 BFD APT_ a ? #2E- 1 BFD APT #2F- STUDIO NAl 1 3 LAYERS OF '1/2" SHEETROCK ON CEILINGS E d 1 1 5/8 SHEETROCK ON WALLS, ip ENTRY ROOF°STALL(11A13) i • �..4 1 &LASS ROOF OVERHANG '• RESILIENT CHANNEL WHERE INDICATED 3: w 2ND FLOOR aF I 'I - ' d — li14:3/4a FLOOR SYSTEM 113f ____. 114►-. —._413/ 141 — _-----.__._._—.. 13 C __._.�_.__ I'�;iiPLATE HT.- 'F - ,tea ' -- $. ' - ,n•iHenRPnr=>"N STOAIR�o] [io] toI 10 11 12R.21INSULAT�oN11 WHOOPiHEADERS01i� 111 11 �11 [ (R6.32 B) R-13 INSULATION - 112! I I l _, 121 I 12 a� 112 11 12 1G- 1 BED APT l LI e #1 D- 1 SFD APT,. #1 E-ADA STUDIO a�LL 13 14" SCI S000 1.8 "I" JOISTS — 16" O.G. IIP;n1I''''Ll----1 ii ,„ ,, _ , s�t,. . L � ' htill__ is99 g �j 14 R 13INSULATION 6U AVG.ORG.GRADE -�'-:_�Y fZ DI - 113P a-� 15� a13F--�� _ 15C —. .—�M _ _ —Y �b 16 cRAYVLSPAGF 16 j 1 — — R-38) INSULATION OVER w a ' _ 116) 16 1161" 1511 CRAWL OR CANTILEVER.• Q J ^ COMPACTED OR UNDISTURBED SOIL BUILDING SECTION SLKE.5/16.V 16 STRIP FOOTING & PONY WALL (DETAIL 8/Ab) ini da MAX BUILDING HT.(5IX) - - _. _.. ._ __ _ __ - -- - mac__ _._-..-_ z < ZLi zo w to oi v 0 l 1 OVERALL BUILDING HT. • - - - -._. ... _. —_ __ __ .. ... .._. _ __ —. __ __ — __ _. -- _. — _— .— L __. __. __ __ __ .. __ _ _. __. .-. .__ __. -- — — —_ . . 12 -2 12 4 °u�'e 11 ) Y 9 " Cl �I''a� GLEAR5FWEABGVESAFEN BEAM j —= ._- - mow_• _ F 6X13 SAFEtt BEAM REGp 17 t 8 � ,yP � - _ _ v f �— z� 3I 0 MIN.CLEAR OVERHEAD y =j„— �_ `i. 1-5 V \ I ° CA a ,b.PLATE HT. 'Y -./ l m �.� e i" r -.,....e.... .a. c41J� r �..� � _qj 1� 1 MK e11� LLEAROpU6HOPGENINfi - _ -F 1 14T NIR OP-Nil R R.TfU QR6tL5�i.r- .- 10 I-_ -1- 1; 1`Ji. I Y I IWHDOWHEAOERi ni pp _ r'_1/ 1 - .. I I. 412 sp12—II 112. 12I ill a `U HAIL �' #63B -2BFDAP1 #SA-2BEDAPT 4 pgs K A BALLOON FRAME ORDFlAOR WILL-. - , UHUO 6 ) I OR it m , O0� r y Itl I`N. ri IMP �w Win NMS0EXSPLICES ELEVATOR-- • 12 O U m bRRIMS®E%L PIEYATOR--, 1 i F, 3RD FLOOR F N. -� / 14 __— - ._ ____all� . ¢arcw � SHAFT WALL k,� ESdIRQPEtlIkhs TO HAVF ��1^. i C� r � H '�a o ]! 1 HRRATFRD({AFl9TOF:y 2 WWI 143f4'FLOOR SYSTEM `1 I. ` 10,—._.-._-- .._.____.__ .� _� _ . o b'�p�" .J11� '�13 ' �r 13r 14® 13P 14> 4_13-s 6 - PLATE HT.-_Yf. - � —_. S Si ;TADS 'J a -. -_._....._.-_-- �- 10 10 10 till Yg"° ruNDbw«rEADEra 11 1_1 11' — I 'AIl --- . �11 a�� �yµ�° ir 412 12 12 1{ 12 p .— 1 Tgaoo rcSw��4 , I HAII 1#2�-2BEDAPT #t'2A-2SL0A �o°zoow10 '' 41 g soS OR Li- w TIIx IN r -, I. Av 1 (P � j* Ew a (, !L.—JI 51ANDIN6 SEAM METAL ROOFINGSTNBDPENING5T0 HAYF mpENTRY ROOF DETAIL(3U,3)- IBIHR RATEDDELEUT.E312 �O�V&LASS ROOF OYER YANG —r- 12pt�� aaNv FLOORS _. . i I - �i :.1: .. _ 4 +—s € . 143/4"FLOOR SYSTEM �, 14 131 AI �13P �14�P 113► Al14► t131 4 w""' I1ms 4 STAIR — a" b PLATE HT—A. / .---_--.—..—. 1 ._ .__—. _ _ ^___"_ ---__. _1. 3 �06' - / 1J 10i 10 101 1 — < W NDOW HEADERS 12 T 12 f 12 1 1' _..-.. --- ---- .�J P 11 1 11 11 R a<�� i 11l li - Ire i t_ { I II l ' I 11► b PLAN AREAS z F FVATOR HALL s #1 B 2 BED APT #1A-2 BED APT s CONSTRUGTEDA5 - , MAIN FLOOR 3,121 SQ.FT. OWNER APPROVAL SHAFT ENCLOSURE 1 O I I 2ND FLOOR 4,200 SQ.FT. ri,__. , I _ - __ _..____ INITIAL:gI �__L _ _ ,I_ ,zri ,_ , 5 1, �� ��� i �_ - `" - ' 3RD FLOOR 4,098 SQ.FT. PAGE: AVG.ORG.GRADE 1�1��1 ✓ -1_.1_ _._._ -.--, 1 _._ ...__-- __-. . __. _.. -_.._ _-I f____._.____- MAIM FLOOR ---- - �D.G TOP PER DETAIL 4151 � - 413► � --- 115P +130 .� t15P - 113 ..„,,--CENTEREDIN 04024•b.L. t 4161 16 fRAWI SPA(F H16' I1b1• 16� UTILITY/MECH. ROOMS 552 SQ.FT. WAtIlYP _ BUILDING SECTION TOTAL LIVING AREA: 12 111 562 FT qn �Ma®Y,j OC.MAX.AfAI YI{'T 1 -.. I,. '� 1't DRw.R use MIT+\ ONE RFOOTING ELEVATOR COMPACTED OR UNDISTURBED 501E �P:�,IN \.....------ --- A �.��— —ld; ^ I r I I f�" I 1H@D RPRAA use L MONOFOURFDOfINbA5 / 3.FROM BO'(TOM - __ FORENTRY PATIO 14b :t(. .1 T. EXTERIOR DETAILS J. STERLING — — 1 RIDGE VENT J. STERLING _6 MAX.eur rnNG HT(5o•) ._ __._._.- L v m 2 STANDING SEAM METAL ROOFING. 311&' = 1' U.N.D. 4 COLOR TO BE DETERMINED. - COMPOSITION ROOFING. TYPE AND 1 W J 3 COLOR TO BE DETERMINED. 01-21-15ri OVERALL BUILDING HT. - - - - -- -- -'- - � � _ — _ __ -_ "___ -_-_ -- 11-1-=,,s,liair,,:...„, ---,,,,,,„amaiict.H.2.AH-- _ (B) TPO NATERPROOF MEMBRANE �, � .; t 02-2�—11 1 ,. *- � ~7- y � '� 1 METAL WRAPPED 2 X 12 FASCIA n iks ,..w �° . r .; , liot 4 ENCLOSED SOFFIT (VENTED) x % . - ,-. ,�...... .. �mae - xamc ', —,irks. _ �>rA � ' -'� say" ., . , . 5... :•r.-+. a y � r ram, �_ � - � ---- rj CONTINUOUS ALUMINUM &UTTERS. , ' 1 "' ar..a,gral - �„t Fa; 6 DECORATIVE KNEE BRACEPO ii ea31:„„, x �.rt / NNs.^"' ,y,^e is� .v'x.n+mw.E..sr,"v. lrcnm :< � L "„ v: 101(1),„_ ,,, fig' PLATE HT 4. �" "� CUSTOM GLASS ROOF AWNIN& z awlnbaw«tEeoeas a. �{ - .I 1 I II I1 _ ��� I ��Y" 0o LI ., i. 1 I i I f , Iit Il r ` k� rki l �� II - I li Ji PI _ PREFORMED METAL CORNERS . '"'J_-_—�� Iifi� — fs FIBER CEMENT 51DING INSTALLED ti �5r»E=7,�,5_ s.50,',=IX/.. PIoS-�E. IY/5. �,3 „I SL .��x,r_ " q W/ l" OF EXPOSURE.BRD FLOOR ,.. 743/4"FLOOR 5Y5TEM - i I , �r r3 b 'il Pl l TYPE AND COLOR T.B.D. o �_ L FCI - -1 =PLATE HT METAL SIDING - STYLE AND COLOR TO BE_ a - I ( ji { 1 DETERMINED ir _ i1. �1----- i:�: 1': ili v 1 -I r -12 rvlrvoow uenoee=, II f( I � 4rIII i r &, Zo 1 , L L_ a R I:— • (11 � j I �a Is � I1 1LATTICE OR DECORATIVE WALLo II- � - V,HsaFC,FIs1_ 1 f3S�:60'IX,__ li �1 �oHa�.�5� �,b� L 60FIX�oLGOBBLE STONE PATIO AREAIr12NPFLOOR8E - _ - @ O 101 8 . e '1a s.,.. 743/4"FLOOR 5YSTEM �7I � �'wPLATE HT. "L. w I � ro1341xGONG. SLAB .,15 / rIN�aYi HEADERS Li11 hi �- t"`: +`. 11 jE E- II ii ; 7 : 4c vsx t. II 11.. III I�_ i i ' 17� :r � I� ; I11 1. ) I ' I lrsii1 t, _ 1::' uII i 14Qf dit hi � Ili I z il it ILI �� 121 3� ! = ( _ _ � CI C`� MAIN FLOOR .�'� 4.-_-. I;- -�) - 7 ._ :._.:" - - _ _--_,__ �I .y,.-'': L / >-.- _. - ---_- -__r ___.__-_ ,. ,I. - =:__3r-...,..___x'� -! 2. (D. ILl AVG-ORG.GRADE In ,. n_ K SOUTH ELEVATION 1 s 1.7 SCALE:3/16"=t' - -__ -. _ . --- -------- ---- -- --------_—._- —�-- .__-------- ,r.— - - ---. OUT ELIONri l j -- - Z to o MAX.BUILDING HT.(50 - IL T W in CI 8 v 0z F OVERALL BUILDING HT ---- - .- __ _- -- - --- -. -_. -__ _- -_ ._ .__ - _- - `& I _- ._. _- _- -- __. _. __- _� -. ___ �._. -. ---- -- -- - �y g _ _ - - __ --_ -. -'z µ� 1 -- . b_- Ri t �, . j0/ :, 'qi' `r rtE �... 7y airi.f"iP mod.«>ia er ,,."." Leweoew.y..elnwl- ... :r� ..:. .:'a .: 1 .•...ter ax' ._. '•' °°�: za,..,.'�'^".. "' >..�. m^ ' r '-I^^ - si•..„ .,,s. '^N4c e 4 h "y.a cave _ �. N .win CS 3 O dyy'p g,�r ,h s r 4 I 11 • "'" '" z"; _ 14. ' Wy a/ .ti -.._ ' .c p r EAST IN j(�`'��y §Su«'0 1 5� a mp. Y Y m I Y t ay,Y' ` I-J 4 v r -, (, - "v -"' _i /_ 1 ti-� /.�. ! ,rI' I i .i i ( r ` p- y f uva'> ^c„v, � v �q r a ha f,.r` -. I v1 .ra - f.r r"-' �_�.. "�i"j EAST y! : FS" PLATE r=_._' '_ f 'i 1 r OPENINGS : a n A e$a. / _ ,- ,r-----II _.'-1 -- -ll� - , v---- -li, — .°,w�6 �1,1 U '' +'���- , ''� '� -- '- - - - _.._ III OPENING LLO ED: 25% a�� W�oNb 6 1 hr lri h h�, I; a , OPENINGS U� D : 23.��% �= awoerr�� - I I L _xa I� ,, Il - 1 ILL _il I,_:— I L _ I - L w�.hr --' ,c� ar_ ' vI cf;-'Ixr.>_ 1 h'e,_ 6E0-EGlE �^v. -IXc— w 1 D TO 1 � Ili wPLarEHr. / - i .r - 3 -U I - Tq� .L� ��3RD FLOOR / .P I � t x_ -. I. I ............ .. _._ ___ ..�._ _ " �� - I .i' A L: 5 RJSK 5& mill KO JO(� y TII r ' ' .—E1 = cke AST' O 'ENI NG sO. �a 1— I s III 1 [ - — - - _,� i' it �� ` 11 I �( II : - o�z» i, I Ili I �11 e8 �� OPENINGS , L.L01 : 45% w ,66 mthU - III I i - I �Iii L -� i' ��-- I 1 = �e 10 OPENINGS USED: 31 .64% gti pol W9 al6L'Ix.__ - - n.l ee9-Iw Yr,.re=O IXL_ NI. ,LEOfIKb� I'46�bEnr WS • Ird". .trg0 2N0 FLOOR / / a1 fyl I - q - - �i � - �� �P - IQi '..._ "Z� IPLAN AREAS 14 _ 1 � ! �ao 14 314" _..JR SYST`"t ; ( ---"' - �Y" ' y i � PLATE HT. / r - I I; 'w,-.'^a - __- _ , l� _ r - MAIN FLOOR 3,121 SQ.FT. i ! �i I il �� �I ---- — — OWNER APPROVAL NI 1 2ND FLOOR 4,200 SQ.FT. I IIII, �� �' - I II �II � I F iI III : Ili F �I INITIAL: a m a rji III i I I I i ,ta!I I 113RD FLOOR 4,098 SQ.FT. PAGE: r r;5,od>IX, BENCH _ - . II I I: L,,,,.,,,b,:;,,,,,“ ---- UTILITY/MECH. H ROOMS ._ ..------ -------- -- ---- 12 113 0 L. 1' % - n ---- -- —___ aAVG.OR.&RRADE ,.I - _.---- ___ - _ - - "- ---_ --,_.r. . - ._.�.. _ TOTAL LIVING AREA: 12,111 50.FT. -- LITY EAST ELEVATION ___- — OF: ENTRY PATIO 148 SQ.FT. SCALE:5/1 = l EAT ELEVATION EXTERIOR DETAILS J. STERLING MAX.BUILDING HT(501 - - -' - - -- -- — 1 RIDGE VENT J. STERLING el_ s 2 a 2 STANDING SEAM METAL ROOFING. 3/16" = 1' U.N.O. COLOR TO BE DETERMINED. — a. COMPOSITION ROOFING. TYPE AND ri 3 COLOR TO BE DETERMINED. 01-21-18 a yy OVERALL BUILDING H7. 'r . -- ____..._-._...___ -.- - __.. _.- .-_ - _._ ___ _-_ ._. _- _._.. - _..._. .___ ___ .�_ -_ �. - - ,4`� f .` r��i�E� .F#5'+ i'�„ti. -- - -- __ _- _ ___ _ - �_ __ __ - _- -. _- __. -_ (By TPa WATERPROOF MEMBRANE _ :,: of .s. - '°" -f�.: � SOFFIT (VENTED) A III ,. METAL WRAPPED 2 X 12 FASCIA _ - • � 4 I ENCLOSED (V D) ,r. I --� _—,� � =yes _ 1 -� �..� - _---===_ ® Y _ -- "- =�� """ n® rj : ::::::T � 6 lir y 'S r -,.: ei""'L,_ 'AH" '°gfx°. ..ut16`'F",...«..:a. °�«.7h :�.,°.7, --.1uw'^ ".,S°"`. �w"" ..a...• .,..e.� � ^+«y., ,��'lw" X h,k :_ ry '+,v.4 �. ass°' M ,„`� ' itft7f • PLATE HT I rirs r . ", `=`"a^' s> .,.s - __ _ �`' l --I, .. I I,t k. Cr -_:? "3 ` I r "j CUSTOM GLASS ROOF AWNING alifgalt WINNGW HEAVERS �')1 - 1°I ( 1,11 Il If. - I 1 q I II 3� -11 c� t1 ia . �_ I $ PREFORMED METAL CORNERS nifig I 5 e FIBER GEMENT SIDING INSTALLED I A 6,06.: I _ , 3506 _ 4425" X,_: q b , I'— 1l I I �� W/ i OF EXPOSURE. �� ,- - r-1 - - - 1 - ,� a TYPE AND COLOR T.B.D. - 3 3RD FLOOR I " , Ic.�� - i.� --11. ( 7I o 14374°FLOOR SYSTEM - -- r - PLATE HT ,•• METAL SIDING STYLE AND COLOR TO BE • NUNDGYl HEADERS it r _ - ---.._ - 1-- - I i �1 Ir— �1 1a DETERMINED r II ! r If Ir 'I._.._._..... ,I i'' .. +III 1 '�_... _i ;I - - 'I' I �- ; N _ (1 '.� 4 �I i ) I I, 11 P. 1, 1 il 'I 1 1 LATTICE OR DECORATIVE WALL N 1 LT �_ : �� _-_ -__ - VC;Svc 1`C - W925060 FI`C% _ _ V'�^'Sr( IAA J 12 GOBBLE STONE PATIO AREA E 2ND FLOOR -' • L1 - - LIB,- _: _ 2v.1.�__ 5 _ ril ::. q I I1 81 Ct .. 14 3/4"FLOOR SYSTEM 1 - _ I I , _.. . - - -- PLATEHT- _ I �� ,a...n ..... 1. _._ . .I .x-° / WINDOW HEAVERS I - f I�a t� -; } Pa - - I = - Ir = -III 13 (�„ GON4/. SLAB � c C. __ 12 -.1 'I l Ili. - ) 1 - - t k� Qa '.iI I ( _ ADM 11 d li, A £_, li — 1 II III- 1 r 1 1 1 I Fi L' _ 1 1 j _ b II 1 4 �TM al^. 'I I •• I !' ' CO a, ''' II I; 'I II �Ik i I i =i % I I ji it a. illtli 'Sr �.? �l- II! �I )I ��I �'�I�' �L_ �I I� •JL `' �` A ,o.nI'.'LL. vtC:.5. I...__ - _ - v2 E IX rDi oN *� 15 a MAIN FLOOR �1��1 s:,. z:::v - ... v-- x_:.,r-_ -.-- .,_,. . __.- - --___ __ _ _... -- --.. __ - _ - --_ - _- .. D al 'Th -� _ AVG.ORG.GRADE c(] r ANORTH ELEVATION 16 SCALE:3/16"= 1' - NORTH ELEVATION ),..... c kr z a< Zw MAX.BUILDING HT. 50 '. -- -' '- - --- ""- -- — — Z ILt ii in CI 0 .� . I- OVERALL BUILDING HT. _-_._-___.-_ _. _ .._._ _..._. __._ ____ -_ _" __ __ tl-K-1, -._ .___ - ___ _-. --_ __ -_. __. _ - _ qq,, 33 iJ 4 0I co te re m ifr co � ...• . — s�, ..a suss .Ra ti r:117 -ererm ... Ai-,�"„'. r -----,..� ya... ..�.s- --. �a M�. ate. x ^� ... "{` ` CAI A� • '-�:, _u F� iTM Y" t �~ri..."/ ., �� • i JIv � � 1'-- I -_ ,d .-5- G I "'` uro.�sw.n..,«£x .x�.,xxsa. ulw.a-1ua.a'Na wra„'...� TI 5 --' S PLATE HT. f ....._ "F r LL a�a r i h j ,� Ir _ - ... o o 5 / rr.Naow HEADERS i� ,I II r tt-- ___( ti - mz 1 II • —) i 601-°fib = y 1 � " Ii �� � �6:1 L_I II 1 I 1J i- jJ� II� I� _. I IL - oa , ___ _ .. _^6JFh;IL_ m�v Yuo.vOr., Vx - h� -e&i.-L'v I nb _..R IYSL h�._vcv-CIS YS aLl 7sxy BRVFLooft / / 8 - i 4� - Fi' I __._ 6r __-__.. _.__ rl _ ._.._.____ y �� 743/4"FLOOR SYSTEM I _. - I �� Ziaio PLATE HT / - _.., ° S'°.' iwQo I/1E5 Q •ALLa C “-n) / c [ --- I II i, 7 ` I o og WIN➢ON H-.KERB p II I•.. _ - i- _ - - II .) !, _ l i. ICI ! it i' I I � til' OPENINGS .� � . 450 5 ° FT ° BOO 1sn 1 i' _ u 4 I I 1 OPENINGS LLDV4EI� e 25 /o �� 'a o ,__ „. I• j , I 111 ��= OPENINGS USED: 23.43% _ � N 5Jp6'IX_L - N IY(N rITI'._ - l^J_55e60 FWD_: yss�,�O�=q, = - W l5v'6` xIS r �Egw°2ND FLOOR / IL � � 1 ' - r _ - I�� � - �P��� AREAS r 143/4'FLOOR SY5TEM _ , ` { ILI w- • • WINDGYI HEADERS ;= I" - I -- I F- v _ - - - , 1( II i MAIN FLOOR 3,121 SQ.FT. owNERAPPRovAL II M a II Il: �— 2ND FLOOR 4 200 SQ FT. , I I I I _ I.j. .i i� 1, !I III IF - - _ - -"- — --- - - INITIAL: i. I II II -I 4 1 jII �I is �J 3RD FLOOR 4,013 SG? FT. PAGE: II 1 I. H ROOMS • VU'Owoo FIRIOL - Y. dr. -W.-n °�s_ - -.L\t._ - ,: ,! UTILITY/MSG 552 SQ.FT. 1 �_ __. .MAIN FLOOR {� / / 1_�__ r.�. ..... - ....:. - __ .� TOTAL LIVING AREA: 1.d 771 ra" Q.FT. AVG.ORG.GRADE A / / a TTTT - ..: --.__ - e 4)±'ZEST ELEVATION ENTRY PATIO 143 SQ.FT. oF: vGAL='. 311F"= 1' -- -_.. - .... --- ----- -- - -------_-_. . NESTEL A oN e 15 FF FLOOR-TO-FLOOR HOLDOWN MIN., CAPACITY: GOOD FOR 1105 LB TENSION. J. STERLING * STRAP: USE CS16 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 100. o- - IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. J. STERLING ei * END DISTANCE: 13" MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26" + DEPTH OF FLOOR SYSTEM. 2 1/4" = 1' U.N.O. i 11 HD ALT 1 - HOLDOWN - EMBEDDED STRAP TYPE. MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. 07-2/-1 1- * HOLDOWN: USE LSTHDB FOR NO RIM JOIST CONDITION. rl - FOR RIM JOIST CONDITION USE L5THD8RJ. 02-21-11 * NAILS: USE 16, 160 TO FULL-HEIGHT STUD AS FOLLOWS. • * STUD: USE LARGER OF: KING STUD A5 SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. / • � ALT 2 - HOLDOWN - BOLT TYPE i_� L] I; i r h * HOLDOWN: USE HDU2. t * LAGS: USE b 5D5 1/4 X 2.5 TO FULL HEIGHT STUD PER ABOVE .* * ANCHOR BOLT: IF WET BET, U5E 5/8" DIAMETER 55TB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. j i, MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 10-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF FOOTING. tat $S N n 2 ' :. q, - IF ROTOHAMMER, USE 5/6" TITEN HD OR ALL THREAD & EPDXY, WITH b" MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALLI - 4 - — a 4 N t, ir i ig p 1 A W i 4l n 3 t O ..4rl LL p r l � 17I E 4 i 1N m Z 1-- 4al r 1:. 01 ‘11 CZ < X TI 'S` m I o CA a 1'-r. n a II a to F L- Cr al f l ® __ 0) PLAN AREAS i III ,141N_, Qi h I- - -1 MAIN FLOOR 3,921 SOFT Z O _W '2ND FLOOR 4,200 SQ.FT. —5 . v I 3RD FLOOR 4,018 SQ.FT. h 1= UTILITY/MECH. ROOMS 552 SQ.FT. T wi fY L�U I TOTAL LIVING AREA: 12,'C"t 1 S&.FT. ® 0 Ea. ell— ENTRY PATIO 148 SQ.FT. W ' A- co fl- 0 HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP SHEARWALL TOP CONNECTIONS SHEARWALLTOP CONNECTION 1 SHEARWALL TOP CONNECTIONj O PARAI I EL FRAMING PERPENDICULAR TRUSS • O ;4 <-- / \ / \\ "„ • ! CD1/ NO SHEATHING SPLICE ( D�� TRUSS OR RAFTER IIR' �' - - c - tIREM TRU55OR ._� hO -' NOSPLICE IN6 -'OO 5PLIGE I .� ---- y��O , xrEFl � ' H1 LX,U,SOPLION p, pW a U "'I p 1 1-- CEILING { cR CzC OOW ' -9p`G,WIJ'oPNax Z z Z yF2=" '' ' _ tee OUW FOUNDATION AND 1ST FLOOR FRAMING = =w; " x-k, o. SHEATHING SPLICE TRUSS HEEL ++''- - - L TYPE ,� ;4u � �'1 PY�d ' SHEAR WAL J ALL FLOOR SHEATHING 15 12FD, TYP. w"w= - ,,,k_ • TRUSS.RAFTER rsoor>uvuru ^ $o ro { IA ORJOIST MINIMUM LENGTH OF SHEAR PANEL. "� PERIMETER FOOTINGS ARE PER ARCH., ELEVATOR BY OTHERS. �— WR wL i tt Po hR w0 . . -< ruxT.ov�u rcu. of '' Lrr.orrc,ox -nrscr+m. � � 'W'F a •z --- IF " IN" , CONSTRUCT ENTIRE WALL PER THIS CALLOUT. INTERIOR FOOTINGS ARE 8" X 24" WITH 3, #4 CONTINUOUS, 3" FROM BOTTOM, TYP et r/ 2 �o� - 1 ,, t ", - / - {-- sNEnrHn+s .� ___I - __� l _ _._..-. _.___--_.___.__.—._-___ - rc Erb 1 J' sv�cE .� ... msorncx a ee ----- ---_ _--- ------ -------- � ` f C! S 4 il \ OpXV CEILIN6 . ewvclx»cmw+ IF NS MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM i.1_i � �o1� I - TOP OF WALL TOP OF WALL BOTTOM PLATE " g y r< I', GALLOUTSTUD MATERIAL NAIL EDGE/FIELD TOP PLATE SILL PLATE& BLOCKING AT MUDSILL ANCHOR SILL ANCHOR ® $_�s z 1 j CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE 'fOPPLATE CONNECTION AT CONNECTION AT TO FRAMING MAX N o t ______--- ------- ----- SIDES OF WALL (SEE STD STRUC. SPACING Q STUD MINIMUM SPLICE STUDS W/EDGE UNSUPPORTED TO CONCRETE MAX SPACING ® { a u r?F -"- WIND/SEISMIC MINIMUM SCREW SIZE MAX.FT. MAX.INCHES MINIMUM PARALLEL PERPENDICULAR SPACING IN �.! . ,,1 I ; iJ LOWER ROOF CONNECTION TRUSS HEEL SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN.EMBED �� o0o w w ` j x TO SHEAR WALL NO.SHEATHING SPLICE " FRAMING FRAMING INCHES _ " r, pp V S`'. 5HEnR WALL EMARK 10NGNEER9 ' 24" 2 X 4 616 4" l 1V{ s+� of � /- PER PLAN ROOF NNW*-, _ SAWN /12 lb" - OR A340R LTP4CONT G CONT.BLOCKING KINGON Nolo 2 �_ J +, 450RESI OR RING SHANK coxr by @ 6MAXSEE 1/16" OSB ONESIDE .2e 6" 250R SDWG R 5/8"'TITEN DR' , -FER cnLLour 65 2 1 x AT 36"M„ APPLY EITHER " -t2n "L P'n1 1 1 2 X 6 SAWN 48' LAP W/1. 1 e r:., L, Lf.WYER ROOF " � � 168 / 120 OR 7/16 Sd (2)2X4 2X NA DETAIL15600024"MAX 16d @ b W/3"WASHER / 4 1' I � - SIDE DIRECTLY e " 6d NAIL' f,R 16 12 2 X 6 SAWN 6/12 @ 17' SEE DETAIL, OR MASA OR3, t:',A. I ! PLYWOOD To STUDS D1� (/D2� MASAP zy `� , S 1 5 I TOP CHORD OF TRUSS OR MIN HEIGHT L ' �.. .f I TO MATCH RAFTERS.LEDGER LOK OR rwrss � -_ Dtl ,., lbrw. 5D LAGS PER SEFenOo °a 22' 12" 1.75X5.5 LVL @ ' yN 'drO `v r MRE RstyromORJ 6/12 12' ( 6i� �) II p I MW W CI d>OPRO \✓ a EDGERPER&MWNT OWNER APPROVAL '){ I Ai 10' 16" 2 X 4 SAWN GONT SHEATING CONT SHEATING fib ' J; ✓ '0 .. eHFATHING OR A34 OR LTP4 1"U BLOCKING OR 5/8"J-BOLT OR i, t'"k " `} k'' 1/16" 056 ONE SIDE. e n 12 16 2 X 6 SAWN " H25OR SDWG 5/8' TITEN HD r" INITIAL f i 2PW , rr APPLY EITHER 4/12 @ 16" 4PJ LAP W( AT 36"MAX SEE n " " ,- ` ' b i '•--_-_-- SHEARWALL TOP CONNECTION 410 / 350 OR '1/16 Sd — DETAIL @ ` r (2)2X 4 2X 2X 15600 @ 24"MAX 16d 4 WI 3"WASHER 36 / 4 , PAGE: `'� PERPENDICULAR JOIST W '' SIDE DIRECTLY 1 b' 12" 2.X 6 SAWN OR 12 O ba NAILS SEE DE OR �y� =�,mno° s:,`n,, PLYWOOD e 1 DETAIL OR ' _-.__.. _.__.- -_-_--._.------ - TO STUDS "" e"wr JOIST JOIST W/SHEATHING �.., - W/SHEATHING SPLICE OVER RIM JOIST 22' 12" 1.15 X 5.5 LVL D1 D2 MASAP COINI NT. .SF/EATING T I NG .,_ A=-=- _ 10' 24" 2 X 4 SAWN GONT.SHEATING aims eilni7^ /ter OR OR A34 5/8"J-BOLT OR "` " R • / OIE.r .'_ • 1 OR LTP4 H2.5 OR SDWG 5! OF. 5(�W` F !?TH 5d FOR 1/2" 48" LAP W! A736"MAX SEE 5DS 1/4 8"TITEN HD E:ia : sHEATwN --. No I --- 220 / 220 OR 5/8 14' 16" 2 X 4 SAWN 4!4 @ 24" (2)2X 4 2X NA DETAIL 15600 @ 24' M NI 3"WASHER 72 / 4 s r- NO { IN SIDES bd FOR 5/b" @ - : SPLICE _. "xsarnOx SPLICE ,a a, l/7 @ 16" (8� 16d NAILS SEE DETAIL X 4.5 6" pR 1" 'T` :.&'.f OR MASA I 1 OR c•, 1 sfie,,,R — u. sOYC IM90OPrrox 5N[nWWLL— DRYWALL (\ MASAP tea t .A.4. em ti..'', -•- _, Mi i, 16' 1 b" 2 X 6 SAWN D1/j D2 ( 15 FF FLOOR-TO-FLOOR HOEDOWN * MIN., CAPACITY: GOOD FOR 1105 LB TENSION. J. STERLING * STRAP: USE C516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 100. 2W W J. STERLING cr - IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. I I1111 * END DISTANCE: 13" MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26" + DEPTH OF FLOOR SYSTEM. 1/4" = 1' U.N.O. i - - Pw 11 HD AET 1 - HOEDOWN - EMBEDDED STRAP TYPE W ui o * MIN. CAPACITY: GOOD FOR 2155 LB UPLIFT. 2PIN k __- - w'I 01-21-18 W * HOLDOWN: USE LSTHDS FOR NO RIM JOIST CONDITION. ' 1 - FOR RIM JOIST CONDITION USE LSTHDSRJ. 02-27-19 * NAILS: USE 16, 16D TO FULL-HEIGHT STUD AS FOLLOWS. * STUD: USE LARGER OF: KING STUD A5 SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. 1.' to ALT 2 - HOEDOWN - BOLT TYPE. _� * HOLDOWN: USE HDU2. 1 ,.-, * LAGS: USE 6 5175 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE * ANCHOR BOLT: IF WET SET, USE 5/8" DIAMETER SSTB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END.I I — — MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 10-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT ' cli Q BOTTOM OF FOOTING. »' - IF ROTOHAMMER, USE 5/6" TITEN HD OR ALL THREAD & EPDXY, WITH 6" MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL. — - _ n i ,,.. tilts KT I^ u 5 N p a 2PPI •\I 2 j \ti) A7 id= J =1 w 5w61A1 II— I_ Irl 1. Z 1 a JI et D r • it ( I he1 cr S {W- • PLAN AREAS 5 >> z < Z. w _ _ I Z 1� lU o MAIN FLOOR 3,921 SQ.FT. W N. 5GW1 , l _ a 8 2ND FLOOR 4,200 SQ.FT. 2F -�W j 2PIN J °J t� z 5RD FLOOR 4,098 SQ.FT. I III I. r I- �--�LY s UTILITY/MEGH. ROOMS 552 SQ.FT. !l S I. - •_ F . al I— TOTAL LIVING AREA: 12,111 50.FT. -- ® r- - N ENTRY PATIO 148 SQ.FT. co 0- HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP SHEARNALL TOP CONNECTIONS 1 O ...._MOTTO SGALB ;,;,;, - SHEARWALL TOP CONNECTION 1 SHEARWALL TOP CONNECTION 1 — "-+-'! PARALLEL FRAMING PERPENDICULAR TRUSS : .y " .-_.. _-.. __..... ____..__ -_—____ _ _ — `<I n I I. 1 , kph) NO SHEATHING SPLICE 1(1)2) TRUSS OR RAFTER ah3 ` 01 1I w I f y. . r c TRUSS RAFTER._- __. -.... -.. 5 aQ ! 3 TRU55,RAFTER F' z al 2PW ,t2PW OH k ORJ015i _ a NO SHEATHINGNO SPLICE w04 i ... to tel 1 —HI ORM2tlOMOX �tl6KiN IL Z• o -- CEILING °Rw wppi .--svVLl ornox k z o _J'9 - _ __ _ _ _ I'i �UQm w +.wr a" THIN SPLICE TRUSS HEELTYPE15T LEVELWALLS AND 2ND FLOOR FRAMING =� �! SHEATHING 5 LIC 1 t- SHEAR WALL w"wH 1 _ - ALL FLOOR SHEATHING 15 12FD, TYP. �ppg ad 1 °o41u-, -1 PYV� 'On' TRUSS. OS R MINIMUM LENGTH OF 5HEAR PANEL. STAIR FRAMING PER ARCH. AND CODE MIN., ELEVATOR BY OTHERS. �.. ® q i-- ., o o ---Nunr eiax ,,,,, vrvarn°N - nM°m°N w E" °�, __ SHEATHING �� IF " 1N" , CONSTRUCT ENTIRE WALL PER THIS GALLOUT. ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW. INTERIOR SHEAR WALLS ARE SHOWN. =<� o fiS?c, SPLICE 1 IF "N5" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM — (� (� oo=,tiatic ei CEILING -50NOIMNOPTION y� m iii a -N CALLOU7- TOP PLATE TOP OF WALL 70P OF WALL BOTTOM PLATE o i? STUD MATERIAL NAIL EDGE/FIELD SILL PLATE& BLOCKING AT MUDSILL ANCHOR SILL ANCHORLLI i z'O q CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD 5PAGING STUD SIZE TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAX ! ----- WIND/SEISMIC MINIMUM SIDES OF WALL SCREW SIZE MAX.FT. MAX.INCHES MINIMUM (SEE STD STRUG. SPACING @ STUD MINIMUM SPLICE STUDS WI EDGE UNSUPPORTED TO CONCRETE MAX SPACING Z z r PARALLEL PERPENDICULAR SPACING IN IL -I j LOWER ROOF CONNECTION TRUSS HEEL SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN.EMBED o°o8$ N „� TO 5HEAR WALL NO SHEATHING SPLICE ; FRAMING FRAMING INCHES �ppO b- y SHEAR WALL E. r 24" b/6 @ 4" ., �.,=..,_„_,L S.r - SMnRK N°.__. o b/1 6 _ 10 2 X 4 SAWN CONT SHEATING GONT SHEATHING . ('� '600<p OLT 1 I { _� SLREWORRINGSl4ANK RooFNni B ONE rjIDE. 12 16 2 X b SAWN 6/1 AXSEE 16 'i2 / 4 vr—, rio I , . ^f Jj7PEIRrUDUI 65L ° �. 2@16" �}8"LAP YV/ O73 MR H250 SDWGR 5/b'TIBEN HD oEm{ c xT.Dow , r n , Ian M*„ P 168 / 120 APPLY ESd DET IL(2) X4 NAILS NA A �Q,. ••••s.aSIDE DIRECLY W/3"WASHE:zz; 2 d br, R Nu To STUDS / \ / \ I TOP CHORDLEDGER rnLLHEELTNU55 - d* \oi) 02) MASAP w'GA ,� a ` -^"` r 1 -TO MNLGH RAFiER51EWER LOK OR H25omox� \3J -, .EX,d6WIN w I 1\ 5125 I AG5 PER CALLOUT ESL. I.5HEATIMOSPLICEO oR 7 22' 12" 1.15 X 5.5 LVL bn2 @ 12" //'yy`'��"�'y'�4,. .• y t'` 2, j ~ �, \ HERE USE N350R {k'Yx" O 9VAsi,F `,,{4�y mwl»m w ci ° ro b V o�� y -LED6HR PER CALLOUT , „ GINNER APPROVAL 10 1 b 2 X 4 SAWN CONT.SHEATING CONT.SHEATING 1. - r gs, u°'5 jf{.- _.- - - OR A34 ORLTP4 H2.5 OR 5DWGR 5/b"J BOL HDR 1 m IN/BLOCKING r, -SHEhYNING y O5 B 12' 1 b 2 X b SAWN _ I 1/16" ONE SIDE re , � 4S LAP W/ AT 96 MAX SEE e� �.� �� O � taa INITIAL --- -- 1ST. - ...... - ._.-- �` fi t% rr SIDE DIRECTLY r a 4JOR@12'� �YJ) 16d NAILS TAIL E @24" OR "WASHEMASA OR e :�%,•, F.+3J3 / g, PAGE: ... ? 5H€ARWALLTOP CONNECTION - )- 49O i 35O OR 1/1 b Sd ( )?X 4 2X 2X DE SEE @AIL WO( 16d Q 4" OR WASHER 38" / 4" -, # . PERPENDICULAR JOIST 16 12 2 X b SAWN ;a. '°.'. �_I,,Wi .E PLYWOOD sE - I JOIST JOIST W/SHEATHING KD1) /D2\ MASAP `.)'tint,/ - _ W/SHEATHING SPLICE OVER RIM JOIST 22' 12" 1.15 X 5.5 LVL �4 ' . ii �` 24 2 X 4 SAWN NG 4 , a 1 O' W/BLOCKING ORP y Lskfi -namatr =, „ CONT.SHEATING /I d a �; OR A34 0R LTP4 /b'J-BOLT OR OF: �,� Y p wsT�' rl- - 1/2" OR r AT 36"MAX SEE H2. OR5 WG SOS 1/4 /9'TITEN HD NO 5GW BOTH d FOR 112" 14' 16° ar4 @ 24" 4 48' LAP YV/ NA 15600 @ 24"MAX 1 _ 220 ! 220 OR 5/8" 5 SHEATHING G OR 5 srucr.G--.._ 11 - <� IN ,,'/ SID- , 2 X 4 SAWN 7/7 @ 1b" � )2X (6) 1 bd NAILS DETAIL SEE DETAIL X 4.5 6" 3"WASHER 2" / 4" "^ zsrrrcm >, LrJ bd FOR 5/8' OR MASA OR SI.A,,-�L I,�°anON -- DRYWALL �D - 1 ,I W 1) (D2) MASAP 16° 1b" 2 X 6 SAN — 15 Fr F OOR-TO FLOOR HOLDOWN MIN., CAPACITY: GOOD FOR 1705 LB TENSION. J. STERLING * STRAP: USE C516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RN JOIST. FILL ALL NAIL HOLES WITH 10D. IN W J. STERLING ch- - IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. 1 I I I I I I * END DISTANCE: 13" MIN. TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26" + DEPTH OF FLOOR SYSTEM. _ 1/4" = 1' U.N.O. g 11 HD ALT J DZQL^dN - EMBEDDED STRAP TYPE. MIN. CAPACITY: GOOD FOR 2155 LB UPLIFT. 2PW84- III * HOLDOWN: USE L5THD8 FOR NO RIM JOIST CONDITION. IN 2W 0`i-21-18 a - FOR RIM JOIST CONDITION USE LSTHDSRJ. 02-21-11 * NAILS: USE 16, 16D TO FULL HEIGHT STUD A5 FOLLOWS. _ ' 00. * STUD: USE LARGER OF: KING STUD AS SPEG'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. I LL "" ALT 2 - HOLDOWN - BOLT TYPE. rNi II * HOLDOWN: I�USE HDU2. `I r 16.0 T * LAGS: USE b 5D5 1/4 X 2.5 TO FULL HEIGHT STUD PER ABOVE I4 • / E * ANCHOR BOLT: IF WET SET, USE 5/8" DIAMETER SSTB1b, OR 5/5" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. I7 _ i MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 610-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT T in v BOTTOM OF FOOTING. t.I I � IF ROTOHAMMER, USE 5/8" TITEN HD OR ALL THREAD & EPDXY, WITH 6" MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL) a II 71 NI w II 'Aiu •.a jf LI 2PW , 2PW fri, r i 1 P I NI • W ttgt is tit W ; U- J r---' LLI L (_ I' J R� • C NI • __ O LnaiLl A- Z 1 co -4- t. I q t tY) 1 111: co (y I c0 NI g� I Q PLAN AREAS , N < Z al al — _ ID_ o z MAIN FLOOR 3,921 SQ.FT. W 2ND FLOOR 4,200 SQ.FT. ,2P <-2PN41 J 0 S w I v Z 3RD FLOOR 4,098 SQ.FT. — 1 `� M 552 5Q.FT. l U ~ UTILITY/MECH. ROO 5 W S in TOTAL LIVING AREA: 12,771 SQ.FT. • • 1L1l ® N ENTRY PATIO 148 SQ.FT. Di < 1-- `o a- o HDU2 HOLD DOWN STHD HOLD DOWN MSTC STRAP SHEARWALL TOP CONNECTIONS Z. :6,_.z - SHEARNALL TOP CONNECTION SHEARWALL TOP CONNECTION O "-" PARALLEL FRAMING PERPENDICULAR TRUSS ` . ' I i o I \D 1 / NO t'HEATHING SPLICE 02) TRUSS OR RAFTER 2yW i LI —_J `i I— ' : _.T ORJAFTEF RAFTER--� I __. _. -. - _. -. _. .... -. - _.. - . hi TROR• 2PW .2PW y � z\.W/ w. ■ SPLICE - -- -- IL p0� f LELING 3w�pi wa"x 33k��. ll SHEAR WA TYPE ', - r SHEATHING SPLICE TRUSS HEEL =- ------ WALL 2ND LEVEL WALL AND 3RD FLOOR FRAMING \h 1 {��/� ALL FLOOR SHEATHING 15 12FD, TYP. v "gi o .• r ,.i e a o TRUSS.RAFTER rsooExuLl"w__ .._ ' .014, "N tl ta OR JOIST _ MINIMUM LENGTH OF SHEAR PANEL. - STAIR FRAMING PER ARCH. AND CODE MIN., ELEVATOR BY OTHERS. MA a tl LiV10 ...•. %ORIGx -NLLM CIO(!. W�62Z ° ` A 1 ®\\\ IF " W" , CONSTRUCT ENTIRE HALL PER THIS GALLDUT. ALL EXTERIOR WALLS AT THIS LEVEL ARE 2PW. NO INTERIOR SHEAR WALLS. "`LL a-Luo MSTC 55P LE 1soRlox IF "NS" MEANS NOT A SHEAR WALL. BUILD PER CODE MINIMUM _-_ 1.1..i 0 r. ,_o CEILING —soatxwonlox "m'a 1 `e 2b 2y1 . 1 • ', '; _ -^ ``� STUD MATERIAL NAIL EDGE/FIELD SILL PLATE& BLOCKING AT TOP OF WALL TOP OF WALL BOTTOM PLATE SILL ANCHOR 1 �?z GALLDUTTOP PLATE MUDSILL ANCHOR """ CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD SIZE TOP PLATE SPLICE CONNECTION AT CONNECTION AT TO FRAMING MAX ro • - --- ------ ----�-- -- ----- ----- SIDES OF WALL (SEE STD STRUG. 5PAGING @ STUD 5TUD5 W/EDGE UNSUPPORTED TO CONCRETE MAX SPACING Z Lw,g`� "_LOV4E WIND/SEISMIC MINIMUM SCREW SIZE MAX.FT. MAX.INCHES MINIMUM MINIMUM PARALLEL PERPENDICULAR SPACING IN Egg LOWER ROOF CONNECTION TRUSS HEEL SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN.EMBED ee� ESo Lwi u • TO SHEAR WALL NO 5HEATHING SPLICE o — FRAMING FRAMING INCHES "4=o _ .} _. " �`_,..• --- Srn nR raLL__. =xvi.EEN, 9 , „ blb 24" .ye 8mEoo "-$ C1 GONTCONT.SHEATING .5HEATHING /^� -I _ , ..-- ,�� YER PLAN MARK moor rvuL xb .� 6/1 ➢r 12 16 2 X 6 SAWN IN/BLOCKING OLT " _ .y, _/ SLNEWDR RINGSHANK -.cow eLccp1O I _ _ �/16" 05B ZiP �NESDE 6/1 (j AX SEE ' y 65 L I Sx ��L� 48° LA ATOR36"M 250R WING R 5!8' TITEN HD R gips ', R ....,. / 7 PI=N GALLDUT •1 PI 1�l 2@1b" OR LTP4 s' " APPLY EITHER 2 1 ° 16S1120 OR'i/16 Sd (2)2x4 P 2x NA 15600@24"MAX 16d@6" W3' WASHER 72" / 4" __° el - Tor ,RRDOF — ip I IN V SIDE DIRECTLY a e, (8) 16d NAILS DETAIL w "`�S� v �LOvuP r. J �• ;_ I I S': _.1r PLYWOOD 16 12 2 X b SAWN b/12 @ 17 SEE DETAIL OR MASH OR \ ti HORDOF TRUSS OR MIN.HEIGHT T�5TUD5 `--TO MATCH RAFTERS.LEDSERLOKOR HEEL„tcso �O ''} / MASAP " sot I.AG5 PER LAIJ.DUT bSL. S E HONOR wson ox,�� 22' 12" y. 15 X 5.5 LVL @ \D 1> CD2> ' �,,. L 1 Y �� ���)�� <`; 6J12 17' ' Eovc,saoa .pwbtmorna ff+ r'"'�• IIL', LE04ERPERGALLDUT e J P ec c 8, '~ `'., Y if SNEPE ESEENThE00 L ' 'P � a ,�., / GONT SHEATING �� � v �_ 1� 16" 2 X 4 SAWN CONT.SHEATING �" � �0��'� �� 'y OYVNER APPROVAL �' i I'ntr+Ixv W!BLOCKING O 5/B' J-BOLT OR .. ///" •( •• � 7 —___-_.__ 1/16" 05B ONE SIDE. _J{ -- OR A34 OR LTP4 H2.50R WING R 5/8"TITEN HD {'� i r L,y 12' 16" 2 X 6 SAWN 48`LAP �(� AT 36"MAX SEE ,z ti' ' INITIAL: :;I ., ----- - -_.----.._ __.__- ------ 1 2FIN a APPLY EITHER 4/12 @ 16" u „ „ n ' (F' SHEARWALL TOP CONNECTION V. -- 7 4�f0 / 350 OR 7/16 Sd (2)2x 4 2x 2x DETAIL 15600 @ 24"MAX 16d Q 4 W/3"WASHER 36 / 4 p .�„r ':' PAGE: I ,A „R" PERPENDICULAR JOIST W v' SIDE DIRECTLY e OR (8) 16d NAILS SEE DETAIL OR MASA OR +`"` sy"`37s 1 "bA„iA,„,�Strn, --- PLYWOOD T05TUD5 1b 12" 2 X 6 SAWN �`p" yy -- JOIST JOIST IN/SHEATHING — (01) (D2) MASAP , ty 571 v .. , -•.I W/!:;HEATHI NG SPLICE OVER RIM JOIST 22' 12" 1.15 X 5.5 LVL `�a a • -.,. - 10' 24" X 4 SAWN CONT.SHEATING GONT.SHEATING . 'Mr"} t7 t i 1 2 W/BLOCKING OR _._,_ 1/2" OR OR A34 OR LTP4 5/8 J-BOLT OR OF. �"2 `+ JOIST °' 5/8"TITEN HD No J015t 56— N.'_ 220 / 220 OR 5/8" BC�TH 5d FOR 1/2" 48"LAP IN/ AT36"MAX SEE H2.50R5DWG 5D5 1/4 �. , , AX sHEnrwxc- - __CE _ SHEATHINlr—. �_. W �.'` DRYWALL 5i E5 bd FOR 5/8" 14' 16° 2 X 4 SAWN T/T @?6„ (2)2x 4 (8) 16d NAILS 2X NA DETAIL SEE D15600 ETAIL M X 4.5 Q� (�" OR WASHER 12" / 4" vs fat ` .usornory c.,e..row:_._._ � ' , 16" / \\ / \ OR MA5 OR R. z.7 `r a sxrASPLlw^w.L - Eo:^esw vnox SPUGE \ D 11 \ D2/ MASAP ya '�.. Lsk -.•'Sf . II lb 2Xb SAWN \\ ` A S .ti 15 FF BOOR-TO-FLOOR HOLDOWN * MIN., CAPACITY: GOOD FOR 1105 LB TENSION. J. STERLING * STRAP: USE CS1b VERTICAL STRAP APPLIED TO OUTSIDE OF }HALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE pw 1Py�. 1Pri 1 � --,� AND BELOW RIM JOIST. FILL ALL NAIL HOLES WITH 100. w Aar J STERLING cr - IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. I L ��II III o _ -. I _- _I LJ --__ ___._._ __..- _.. * END DISTANCE: 13" MIN, TO EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26" + DEPTH OF FLOOR SYSTEM. 1/4" = 1' U.N.O. it. 11 HD ALT 1 - HOEDOWN - EMBEDDED STRAP TYPE, Q * MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. in - 01-27-1 S07 D_ * HOEDOWN: USE LSTHDB FOR NO RIM JOIST CONDITION. - FOR RIM JOIST CONDITION USE L5THD8RJ. 02-21-1q * NAILS: USE 1b, 16D TO FULL-HEIGHT STUD AS FOLLOWS. - - * STUD: USE LARGER OF: KING STUD A5 SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X, 3X, OR 4X. ,-)ALT 2 - HOEDOWN - BOLT TYPE 1/1 PINI I r.PW � fry - * HOEDOWN: USE HDU2. v * LAGS: USE b SOS 1/4 X 2.5 TO FULL-HEIGHT STUD PER ABOVE 1 * ANCHOR BOLT: IF NET SET, USE 5/8" DIAMETER SSTB1b, OR 5/6" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END. n_— _I MIN EMBEDMENT = 12". IF TOO LONG TO FIT IN FOOTING, BEND 10-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT -1 n BOTTOM OF FOOTING. I ) itcl - IF ROTOHAMMER, USE 5/8" TITEN HD OR ALL THREAD & EPDXY, WITH 6" MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL- L - a _ - it 11 'c ,s •e. a � � i w ara s 1Y 9., , •3 — m y� y, I , 1 Pn IL J G 1 L- -II O I — IL- __,- _ Z , - It ___1 I p z _iiI 1 In r CI CV d3 L__..-� _ ® is la_z e� '� PLAN AREAS - I _ Z w MAIN FLOOR 3,121 SQ FT. 1 Z IY W O I2ND FLOOR 4,200 SO.FT.� ('PI"- ' '13RD FLOOR 4,0g8 SQ.FT. P -- , 1 J UTILITY/MECH. ROOMS 552 SQ.FT. ' w TOTAL LIVING AREA: 12,111 SQ.FT. L O i- r' el ENTRY PATIO 148 SQ.FT. 9_- co Z44: o HDU2 HOLD DOWN STHD HOLD DOWN MSTG STRAP SHEARNIALL TOP CONNECTIONS O fNOT T05GAL1 SHEARVALL TOP CONNECTION SHEARWALL TOP CONNECTION - PARALLEL FRAMING PERPENDICULAR TRUSS I I - { D11Pw — SHEATHING SPLICE D2 TRUSS OR RAFTER .v P - ! _� - --_"-1 I W 7 1 I__. z> NO ' .. I a + c O - O�' TRUSS OR RAFTER___ - -.. -. _ _ /� 7.4 Fb 1 _TRU55 RAFTER <:" •s ( 1 7u. U r lVj! o- 0 o g I OR JOIST +1PW`' W Dose, o : I". I ` W i I` oywo: No SHEATHING —_ . - j„L— w� � 3 SPLICE - o- co �� Oxsa o =6..w v > v CEILING ._.-SIX-G,SNY or4io" G w z o s .1 - ! � q 5 - 3R y Z�;p_ 0 _--T SHEAR WALL TYPE P- „z_r _ SHEATHING SPLICE TRUSS HEEL i _ f l F >=I WALLS AND ROOF FRAMING 0 IL - am t9 }��(` ROOF DIAPHRAGM 15 11RD TYP �/ ��uo 1 ._'{ ,, TRUSS RAFTER \ }O V a 6 MINIMUM LENGTH OF 5HEAR PANEL. - TRUSSES AND LAYOUT ARE PER ARCH., TYP, — 4=-L, L � 110 OR JOIST r - 'n r°a o a 7 a A A L1P,T'II0 /,—s% MwivK IU W�rySZ t -_- a ° i OPTIONI I l - - . ..--------- IF " Y l" CONSTRUCT ENTIRE WALL PER THIS GALLOUT. - ALL EXTERIOR WALLS AT THIS LEVEL ARE 1 PW. NO INTERIOR SHEAR WALLS. � <to F ,. " —_-- eHEnrwrlU-- l Imo- e I - -----_ _._. �zwo� ST SP L` �" IF "NS" MEANS NOT A 5HEAR WALL. BUILD PER CODE MINIMUM C) `���z aD=.,D I'CEILING --saar00 on;co a"'CI m'4 N027`t TOP PLATETOP OF WALL TOP OF WALL BOTTOM PLATE LLIo a"o I • STUD MATERIAL NAIL EDGE/FIELD SILL PLATE& BLOCKING AT MUDSILL ANCHOR SILL ANCHOR zirc ag ' " �- �' - CALLOUT CAPACITY SHEATHING NAILS OR STUD HEIGHT STUD SPACING STUD 512E TOP PLATE CONNECTION AT CONNECTION AT TO FRAMING MAX z W o 1"'�'-' -- -------------- ------ --- ------- -------- ------- SIDES OF WALL (SEE STD STRUC. SPACING @ STUD SPLICE STUDS WI EDGE UNSUPPORTED PARALLEL PERPENDICULAR SPACING IN TO CONCRETE MAX SPACING 2 u�� WIND/SEISMIC MINIMUM SCREW SIZE MAX.FT. MAX.INCHES MINIMUM MINIMUM Z =va - -:i is '�;i LOWER ROOF CONNECTION TRUSS HEEL SPECS.) SPACING IN INCH MINIMUM NAILING EDGES MIN.EMBED S o�w s TO SHEAR WALL NO SHEATHING SPLICE FRAMING FRAMING INCHES $ Cs ' L e-. __- __-_ _ Svwxzeus d e24" 6/6@24" GONT.SHEATHING `,^) Ae "m �o ,� -.. gHEAR WALL l 10 2X4 SAWN CONT.SHEATING V { V za _;_ , PER PLAN MARK „oar rwun5- °� 6/12 16" it °z�E -" .� ,t 1/16" OSB - - OR A34 E4 6361 • - ',h.� S4,REW OR RING SHANK —r ya" € - e ___ ONE SIDE e " (ql 4P!° LAP AT MAX1 b A� 12 / 4 m< s 1 LOY4ER ROOF 65 L b!1 6 X 4 2X NAMAX� 12 1 b 2 X b SAWN 2 1 " H2 5 OR SDWG 5/b"TITEN HDR � F �\ 11 {- 168 / 1.20 E DIRECT R Sd 1 e 12ee O (8) 1 bd NAILS TAIL 15600 @ 24" Y /3"WASHER F. a,is M d 6" R " u Z +I,_ .,) of OR 1/16'° P 2 X b SAWN 6/12 @ 12" SEE DETAIL OR MASA OR ,a�,-� 1' // yy ,? SIDE 2 2 1" !`� 10PLHORD OF TRUSS 0R MIN HEIGHT TELL HEM -- Y0 ��' PLYWOOD TO STUDS 1 MASAP I I • --TO MATCH RAFTERS.LEDGER LOK OR CD -) (D2) c C A SVS LAGS PER LALLOUT65L. SHEATHIHO OS s M OV OR �� d-RISornoA 22' 12" 1.15 X 5.5 LVL 6/12 @ 12" ( ,„E, � aN �Q � � OWNERAPPROYAL -LOSER PER LALLOUT e u '--- 10 16 2 X 4 SAWN GONT,SHEATING GONT.SHEATING a*e���C� "' °� �i - SHEATH N6 - - — OR A34 OR LTP4 �. I 1I1 b" 05 B ONE SIDE. „ W BLOCKING OR 518"J-BOLT OR H2.5 OR SDWG 516E TITEN HD ?t INITIAL: . . _. -. ___. _.. .___ J_- -_.____- -_--------- 2@W l " APPLY EITHER 12 1 b 2 X 6 SAWN 4/92 @ 16" 48' LAP W/ AT 36"MAX SEE " „ „ .;`.: . ` 5HEARWALL TOP CONNECTION 410 / 350 OR 1/16 Sd (2)2X 4 2X 2X DETAIL 15600 @ 24"MAX 16d @ 4 !W 3"WASHER 36 i 4 = , PAGE: PERPENDICULAR JOIST SIDE DIRECTLY e " OR 12" (8) 16d NAILS SEE DETAIL OR MASA OR ____-_ PLYWOOD TO STUDS 1b 12 2 X 6 SAWN / ra p " - 1 JOIST JOIST W/SHEATHING - CD1> CO2> MASAP a� „ , „ , " WI SHEATHING SPLICE OVER RIM JOIST 22' 12" 1.15 X 5.5 LVL "Ae CON? SHEATING GONT.SHEATING �.SO y � I- �� 10' 24" 2 X 4 SAWN W/BLOCKING OR > � :.,�, x^'=.^'- ' ' - R OR A34 OR LTP4 5!B J-BOLT OR ��: e 1 `-- 1/2" O H2.5 OR SDWG 1 zr I 1 AT 36"MAX SEE SD5 1/4 5/6"TITEN HD P t.;'es,{ Z ( ' " `�`w NO JOIST .. , " 4/4 @ 24" 46° LA@ 1M/ 15600 @ 24"MAX ° " SHE THINd -- _.= S EATHI G- _._ 56>v 1- 220 / 220 OR 5/8'° BOTH Sd FOR 1(2" 14 lb" 2 X 4 SAWN (2)2X 4 2X NA DETAIL „ W79"WASHER 12 /4 - 1/1 @ 16" (a) 16d NAILS SEE DETAIL X 5 6 OR MASA OR SPLICE : „�,oP,a„ 6^1 SIDES bd FOR 5/8" °" DRYWALL - 5NE/�W'V.�.,.- \-30✓'LISbiOOPIION SIKRPMeiLL \ MASAP 1b' 1b" 2 X 6 SAWN CD1) CD2) _ PREFAB NOOD PRODUCTS FRAMING AMINO CONNECTORS CONVENTIONAL liN0012 FRAMING, FOOT. , FOUNDATIONS, SLABS ON GRAPE GENERAL NOTES J. STERLING PREFABRICATED TRUSSES. WHERE SHOWN ON THE PLANS, MANUFACTURER: SIMPSON BRAND IS SPECIFIED, HOWEVER GENERAL CONSTRUCTION: PREDRILL ALL NAIL HOLES WHERE REQUIRED TO AVOID SPLITTING. GEOTFJ:HNIQeL REPORT:CCI IS NOT AWARE OF A GEOTECHNICAL REPORT FOR THIS PROJECT. CCI SA51S OF DESIGN -APPLICABLE CODES: J. STERLING n ALL PREFABRICATED STRUCTURAL ROOFING MEMBERS ANY OTHER NATIONALLY RECOGNIZED BRAND MAY BE USED CONNECT ALL WOOD MEMBERS PER THE PLANS AND APPLICABLE BUILDING CODE. WHERE STRONGLY RECOMMENDS THAT A GEOTECHNICAL REPORT BE PERFORMED BY A QUALIFIED GOOF, THE DESIGNS HEREIN ARE PREPARED IN SHALL BE DESIGNED BY A CERTIFIED PROFESSIONAL PROVIDED THAT THEY ARE EQUIVALENT IN THEIR ABILITY TO STRUCTURAL PLANS DO NOT SPECIFICALLY ADDRESS A STRUCTURAL ELEMENT, CONSTRUCT SAID GEOTECHNICAL ENGINEER FOR ALL CONSTRUCTION PROJECTS. SOILS ANALYSIS AND GEOTECHNICAL ACCORDANCE WITH THE 2015 IBC. CONSTRUCTION SHALL vis 2 ENGINEER. THE PREFABRICATED STRUCTURAL ROOFING CARRY ALL APPLIED LOADS IN ALL ORIENTATIONS. ELEMENT PER MINIMUM BUILDING CODE. ENGINEERING ARE NOT A SPECIALTY OF CGI. CCI DEPENDS ON OTHERS FOR THE PROVISION OF SOILS CONFORM WITH THE MOST RECENT BUILDING CODE 1/4" = V r U.N.O. a DESIGNER SHALL PROVIDE TO THE CONTRACTOR STAMPED INSTALLATION: THE CONTRACTOR SHALL INSTALL ALL FRAMING MATERIAL. ALL SAWN FRAMING LUMBER, NOT INCLUDING BEAMS, POSTS,AND COLUMNS, DATA,WHICH INCLUDES BUT 15 NOT LIMITED TO:ALLOWABLE BEARING CAPACITY, LIQUEFACTION ADOPTED BY THE APPROVING JURISDICTION. It DESIGN DRAWINGS WITH APPROPRIATE NOTES SHOWING PREFABRICATED ITEMS IN STRICT ACCORDANCE WITH THE SHALL BE SPRUCE PINE FIR, HEM FIR, OR DOUGLAS FIR-LARCH, NUMBER 2 OR BETTER, UNLESS POTENTIAL, SLOPE STABILITY.ACTIVE AND PASSIVE LATERAL PRESSURES, INTERNAL FRICTION ANGLE, w MEMBER SIZES, FORCES, INSTALLATION PROCEDURES, MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. OTHERWISE SHOWN.ALL SAWN MOOD SHALL HAVE MOISTURE CONTENT LESS THAN 25%. AND COHESION. IN THE ABSENCE OF A GEOTECHNICAL REPORT CCI HILL MAKE ASSUMPTIONS REGARDING OM MEMBER THE CALCULATIONS INCLUDED HEREIN ARE O7 21-1 b rc SOIL PARAMETERS, HOWEVER, CCI TAKES NO RESPONSIBILITY OR LIABILITY FOR FUTURE SETTLEMENT, OR a BLOCKING, BRACING, ETC. THE LOAD CARRYING CAPACITY OF THE PREFABRICATED REAMS AND POSTS.ALL SAWN STRUCTURAL BEAMS, HEADERS, AND POSTS SHALL BE DDUG FIR ONLY THOSE REQUIRED TO ENSURE COMPLIANCE WITH -- ENGINEERED WOOD-GENFRAI . THESE PRODUCTS MUST BE ITEM CANNOT BE GUARANTEED IF THIS PROVISION 15 NOT LARCH NO 2 OR BETTER, EXCEPT WHERE EXPOSED TO WEATHER AND SPECIFIED AS PT(PRESSURE DAMAGE OR INJURY DUE TO EARTH MOVEMENT OR FAILURE OF ANY KIND. CODE. WE DO NOT INTEND TO COMPUTE EVERY STRUCTURAL 0 -21-1 q TREATED) MAY BE HEM FIR NO. 2 OR BETTER. GLULAMS, PSLS, LVLS, ETC. SHALL BE PER 5TRI/CTIIRAL FILL: "STRUCTURAL FILL"SHALL BE GRANULAR MATERIAL CONFORMING TO LOCAL OR STATE ELEMENT NOR EVERY LOAD COMBINATION. MUCH OF OUR PROVIDED, STORED, AND INSTALLED IN ACCORDANCE WITH ADHERED TO. NAILS AND SCREWS WHICH WILL BE EXPOSED HIGHWAY SPECIFICATIONS FOR IMPORTED ROAD BASE OR 5UB BASE; OR USE SAND OR OTHER CLEAN MANUFACTURER'S RECOMMENDATIONS. FAILURE TO DO THIS TO WEATHER SHALL BE GALVANIZED OR STAINLESS STEEL. IF PREFABRICATED WOOD PRODUCTS SECTION BELOW. GRANULAR MATERIALS NO LARGER THAN PEA GRAVEL.ALL STRUCTURAL FILL MUST BE COMPACTED PER ANALYSIS 15 "BI" (BY INSPECTION.) MAY VOID THE WARRANTY AND DIMINISH LOAD CARRYING INSTALLATION RISKS CRACKING OF WOOD, CONTACT NAZI @: NAILS CALLED OUT HEREIN ARE "COMMON" SIZES, I.E. 16D, 12D, 10D, 8D.SMALLER DIAMETER, THE FOLLOWING SECTION. CAPACITY. ANY NATIONALLY-RECOGNIZED BRAND THAT ENGINEER FOR ALTERNATE NAILING AND/OR ALTERNATE SIMILAR LENGTH NAIL GUN NAILS MAY BE SUBSTITUTED PROVIDED 50% MORE NAILS ARE USED. FOR NON-5TRI1G7l1RAL FI! ABBREVIATIONS: I : "NON-STRUCTURAL FILL" 15 SOIL (NATIVE OR IMPORTED)WITHOUT: ORGANIC MEETS THE BELOW SPECIFICATIONS 15 ACCEPTABLE. CONNECTOR. EXAMPLE IF 8, 16D ARE CALLED OUT, THE NUMBER OF SIMILAR LENGTH .131 DIAMETER NAIL GUN NAILS MATERIALS; ROCKS AND LUMPS GREATER THAN 3" IN ANY DIMENSION; TRASH;AND THE LIKE. IF USED A5 A:Area E:Elastic modulus or Elective' AC'Asphalt Concrete al E):E BI:Bylnspechon sting CCC ConstructonCate Inc. 2 te ed or Co 1-BEAM COMPOSITE WEB / FLANGE JOIST PRODUCTS. THE SIMPSON SD5 WOOD SCREWS: WHERE SPECIFIED, INSTALL REQUIRED 15 8"1.5 = 12. AS ANOTHER EXAMPLE IF 16D NAILS ARE CALLED OUT AT 4" SPACING, THE CentCMLCotsmousasonry but OF:Douglas oo HE H ConcreteFi - COMPACTED FILL, IT MUST BE COMPACTED PER THE FOLLOWING SECTION. HVAC. eal SF: Gypsum shear HE Hem v HVAG Healing,Ventilation,&Air Con. GW. wall Gyp:Gypsum was board CO �` SPACING OF SIMILAR LENGTH, NARROWER NAIL GUN NAILS SHALL BE 4/1.5=2.7". GCB:Minot Beam I:Moment of Inertia IBC:International Budding Code w CONTRACTOR SHALL INSTALL THE I-JOIST PRODUCTS PER MANUFACTURER'S RECOMMENDATIONS. IN GENERALCOMPACTION: PLACE ALL FILL MATERIALS IN LIFTS NOT EXCEEDING 8-INCHES. COMPACT USING CR!esteem('ConcreteFo n RC'International Residential Code K:Kip(LUBB lbs.) 4 } Square KSI:Kips par Inch LVL arNnated Veneer Lumber LSL'.Laminated Strarxl Lumber -� 0 WITH WEB STIFFENERS AND OTHER BLOCKING/ THESE DO NOT NEED PILOT HOLES. HOWEVER, IF WOOD 15 `+HEAR WALLS: WALLS CALLED OUT AS SHEAR WALLS ON THE PLAN SHALL BE CONSTRUCTED PER THE MECHANICAL (VIBRATORY OR IMPACT) METHODS. Lx Left NA'Nal Applicable NB:Not Bearing .it x NIC:Not Ino OE On Center spacing OSB:Odenled Strand Dowd p. < BRACING A5 SHOWN ON THE PLANS AND/OR A5 OLD AND OR VERY DRY PILOT HOLES MAY BE REQUIRED TO STRUCTURAL SHEAR WALL TABLE HEREIN USING MATERIALS DESIGNATED FOR LATERAL LOAD IN PAVED AREAS AND UNDER STRUCTURES, USE STRUCTURAL BACKFILL COMPACTED TO 95% RELATIVE PCF:Pounds per cubic foot PLF:Pounds per Lineal Foot Ply.Plywood N PSL:Parallel Strand Lumber PSF:Pounds per Square Foot PSI:Pounds per Square Inch S RESISTANCE BY NATIONALLY-APPROVED MANUFACTURERS. ALL SHEAR WALLS MUST BE POSITIVELY COMPACTION. PT.Pressoo Treated with preservative Pw.Plywood or OSB shear wall RC Relative Compaction TSa RECOMMENDED BY THE MANUFACTURER. AVOID SPLITTING, USE LENGTH A5 SPECIFIED IN PLANS BUT REF:Reference,not actual REO or Reqd.Required ROW:Right Of way PSL (PARALLEL STRAND LUMBER)AND VERSA-LAM. USE NEVER LESS THAN REQUIRED TO ENSURE FULL STRENGTH. CONNECTED AT TOP AND BOTTOM 70 DIAPHRAGMS. WALLS NOT SPECIFICALLY GALLED OUT, OR IN NON-PAVED OR NON-FOOTING AREAS USE STRUCTURAL BAGKFILL OR NATIVE BAGKFILL MINUS ROCKS, RxRgh SI StrucuxNInse Sc:Skecalom SD:Stone Grain SIP:Section modulus Insulated Panes SK:Sketch STA Slab OnGrade ONO Spruce NotedAroundr wine li WHERE PIPES ENTER AND EXIT STRUCTURES (DISTRIBUTION BOXES, UTILITY BOXES, CATCH BASINS, Vo Shear(Ibs)or unit shear(pK respectivelyw wa i,lull length WM1VF:Welded Wire Fabric N 5TRE55. CONNECTORS, CONTRACTOR MAY USE SDI IN LIEU OF 10D 5HE4THlN6. "PIN"WALLS, USE PLYWOOD OR 058, MINIMUM THICKNESS AND NAILING A5 INDICATED INP E LVL(LAMINATED VENEER LUMBER). USE MINIMUM 1.9E, 2,600 NAILS, AND(OR 5010 IN LIEU OF 160 NAILS. THESE ARE SHEAR WALL TABLE, ORIENTED EITHER DIRECTION. "GW" WALLS ARE DRYWALL 5HEAR WALLS, USE MANHOLES, ETC.) USE STRUCTURAL FILL AROUND THE STRUCTURE. CAREFULLY PLACE AND COMPACT TO LIMITED SCOPE OF CONSULTANT'S WORK: PSI MINIMUM ALLOWABLE BENDING STRESS. PROVIDED IN 1-1/2"AND 2-1/2"LENGTHS. USE THE LENGTH PER SHEAR WALL TABLE. 95% RELATIVE COMPACTION UNDER AND AROUND ALL PIPES. > J RI (LAMINATED STRAND LUMBER). USE MINIMUM 1.3E, 1,100 NECESSARY FOR FULL PENETRATION INTO THE MEMBERS) SHEATHING JOINTS. USE BLOCKING BEHIND JOINTS IF INDICATED IN THE SHEAR WALL TABLE. WITH WHEN ROOTS, ROCKS, OR OTHER UNDESIRABLE MATERIALS CAUSE OVER-EXCAVATION, FILL OVER- CONSULTANT. THE CONSULTANT IN RESPONSIBLE CHARGE -` x a EXCAVATION AND COMPACT PER THE ABOVE. PSI MINIMUM ALLOWABLE BENDING STRESS. CONNECTED. "FYI WORK INDICATED HEREIN 15 TIM K. GARRISON, P.E., Ww GI 11F-I AMINATFD TIMRFRS. UNLESS OTHERWISE NOTED,ALL DOOR OR WINDOW CORNER. FOUNDATIONS FOOTINGS ON SOU : FOOTINGS AND FOUNDATIONS TO BEAR ON UNDISTURBED DOING BUSINESS AS CONSTRUCTIONCALC, INC., HEREAFTER ti i, MULTIPLE PLY MEMBERS. EXISTING SOIL OR STRUCTURAL FILL.ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH FOOTINGS AND GLULAM BEAMS SHALL BE 24F-V4 DF/DF. ANY THAT SPANINDICATED A5"CCI." ' a CONTINUOUSLY OVER ONE OR MORE INTERIOR SUPPORTS TRIMMERS, KING STUDS, HEADERS. WHERE MORE THAN ONE 2X IS PLACED AGAINST ANOTHER AND FOUNDATIONS TO BE REMOVED AND REPLACED WITH STRUCTURAL FILL. BOTTOM OF FOOTINGS TO BE , BELOW LOCALLY PRESCRIBED FROST ZONE, NOT LESS THAN 12". SCOPE OF CONSULTANTS WORK. THE SCOPE OF WORK OF OR ARE CANTILEVERED, USE 24F-VS DF/DF. USE INDUSTRIAL USED A5 A MULTIPLE PLY KING STUD, TRIMMER, OR HEADER, CONNECT ALL PLIES WITH 16D AT 4"OC, ci ARS ON GRADE. SUBGRADE BELOW SLABS SHALL BE SIMILAR TO THE ABOVE. A LAYER OF FREE APPEARANCE GRADE, UNLESS VISUALLY EXPOSED TO STAGGERED. DRAINING MATERIAL CCI 15 LIMITED TO STRUCTURAL ANALYSIS OF A NEW $v.3-STORY, f INTERIOR LIVING SPACE USE ARCHITECTURAL APPEARANCE BEAMS, COLUMNS. WHERE MORE THAN ONE 2X, OR LVL, OR L5L IS PLACED AGAINST ANOTHER AND ALL INTERIOR SLABS AND A SUITABLE VAPOR BARRIER(DESIGNED BY OTHERS)ARE RECOMMENDED FOR MULTI-FAMILY RESIDENTIAL BUILDING. CCI TAKES RESPONSIBILITY ONLY FOR ITEMS SPECIFICALLY ADDRESSED -' GRADE. USED A5 A MULTIPLE PLY BEAM OR COLUMN, CONNECT ALL PLIES WITH GLUE AND 2, 160 AT 4" FOOTING DRAINS.. FOOTING DRAINS, WITH WASHED DRAIN ROCK OR MIRA DRAIN OR EQUIVALENT IN OUR DRAWINGS AND CALCULATIONS. CONSTRUCTED PRESSURE TREATED (PT) GLULAMS SHALL BE NOT LESS THAN SPACING. EXTENDING TO FINISHED GRADE, SHALL BE PROVIDED AT THE BASE OF ALL FOOTINGS AND RETAINING ITEMS NOT SPECIFICALLY ADDRESSED HEREIN SHALL BE 10%WEAKER THAN THE ABOVE IN BENDING, SHEAR, AND 61 L W EPDXY. WHERE SPECIFIED, WOOD GLUE SHALL BE COMMERCIAL GRADE WITH MINIMUM 5HEAR WALLS WHICH WILL HAVE EARTH PLACED AGAINST THEM. FOOTING DRAINS SHALL BE 4" PERFORATED PIPE BUILT PER MINIMUM CODE. x, MODULUS OF ELASTICITY, USING SUITABLE WOOD SPECIES STRENGTH OF 450 P51 AT 28 DAYS. USE LIQUID NAILS LN-940 OR SIMILAR. PREP AND APPLY PER ROUTED DOWNGRADIENT TO DAYLIGHT, UNLESS OTHERWISE SPECIFIED. FOR PRESSURE TREATING. MANUFACTURER'S RECOMMENDATIONS. STANDARD CONCRETE: 1 OADry: '014 13 ALL GLULAMS SHALL BE MANUFACTURED BY AN AITC EPDXY USED WITH WOOD DOWELS OR DRIFT PINS SHALL BE SIMPSON ET-HP, OR OTHER BRAND STANDARD CONCRETE. CONCRETE FOR FOOTINGS, SLABS,AND WALLS SHALL ATTAIN A MINIMUM 28 DAY FOLLOWING ARE THE LOADS USED FOR THE SUBJECT DESIGN r APPROVED FABRICATOR. STORE AND INSTALL IN INTENDED FOR WOOD USE. WOOD AND DOWEL SHALL BE CLEAN AND DRY PRIOR TO EPDXY STRENGTH OF EC=2,500 PSI UNLESS OTHERWISE NOTED ON PLANS. MINIMUM CEMENT CONTENT=5 0 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. INSTALLATION. SACKS PER CUBIC YARD. MAXIMUM WATER/CEMENT RATIO SHALL BE 0.45.ALL MATERIALS SHALL BE IN /ANALYSIS: `: WINDOW AND DOOR OPENINGS. ACCORDANCE WITH AGI 318, LATEST EDITION. MIXING AND PLACING OF ALL CONCRETE TO BE IN O T k) *-- - zACCORDANCE WITH IBC AND ACI 304, LATEST EDITION. 0 ROOF LIVE: 20 PSF. - • m uJ LINHEADER. USE MINIMUM SIZE AS CALLED OUT ON PLANS. ALL HEADERS SHALL BE INSTALLED YdlTH . , 17 r- THEIR TALL DIMENSION VERTICAL. IF HEADER 15 LE55 THAN 3 INCHES WIDE (I.E. A SINGLE 2X OR ADMIXTURES. INDUSTRY RECOGNIZED AND APPROVED ADMIXTURES AFFECTING SET TIME, FLOWABIL17Y, 0 ROOF + CEILING DEAD: 15 PSF W , SINGLE LVL) USE A FLAT 2X NAILED TO THE BOTTOM OF HEADER IN AN "L" CONFIGURATION WITH 16D AND/OR WATERPROOFING MAY BE USED PROVIDED THE STRENGTH AND DURABILITY OF THE CONCRETE 0 ROOF SNOW: 25 PSF Q • ,`1 .r AT 4" MAX SPACING. IF NO HEADER IS SPECIFIED, THE WALL 15 ASSUMED NON-LOAD BEARING AND 15 NOT ADVERSELY AFFECTED. 0 FLOOR LIVE, PRIVATE ROOMS AND CORRIDORS SERVING5 AIR ENTRAINMENT. PROVIDE 5%AIR ENTRAINING IN ALL CONCRETE EXPOSED TO THE EARTH OR THEM: 40 PSF in1 WALL TOP PLATE MAY SERVE AS THE HEADER. MULTIPLE ADJACENT OPENINGS. W L,HERE ADJACENT DOOR OR WINDOW OPENINGS OCCUR IN A WAL WEATHER• 0 FLOOR DEAD: 15 PSF HEADERS FOR EACH OPENING SHALL BE INDIVIDUAL MEMBERS WITH FULL-HEIGHT KING STUDS El Y ASH• HIGH QUALITY FLY ASH OR OTHER NATURAL POZZOLAN MAYBE USED IN ACCORDANCE WITH 0 EXTERIOR WALL DEAD: 10 P5F ASTM C618 WITH A CORRESPONDING REDUCTION IN CEMENT CONTENT. ANY SUCH CONCRETE SHALL 0 INTERIOR WALL DEAD: 1 PSF C4 BETWEEN THEM. EACH HEADER SHALL USE THE NUMBER OF KING STUDS SPECIFIED BELOW OR IN OBTAIN AT LEAST THE STRENGTH AND DURABILITY CHARACTERISTICS AS STANDARD CONCRETE LISTED 0 SEISMIC FACTORS: 55= 1.011, 51=0.432 )1.- THE STRUCTURAL CALLOUTS. co ABOVE. 0 SEISMIC DES CATEGORY: "D" — TRIMMERS,AKA JACK STUDS. USE SIZE(OR LARGER) PER STRUCTURAL CALLOUTS. CONCEALED CONCRETE REINFORCING: 0 WIND EXP05URE'C', 3-5€G GUST: 120 MPH. 0 "RN*: Vast ` FLANGE HANGER OF SIMILAR BEARING LENGTH AND CAPACITY MAY BE SUBSTITUTED FOR TRIMMER. STRFNfTH• c)TANDARD FOOTINGS W STFM ALLS 5I ASS ON GRADF. REINFORCING BARS(REBAR) EL--FOR 0 ASSUMED ALLOWABLE SOIL BEARING PRESSURE: I c KING STUDS. UNLESS OTHERWISE SHOWN ON PLANS USE THE FOLLOWING.THESE MUST BE FULL- STANDARD FOOTINGS, STEM WALLS, AND SLABS ON GRADE SHALL BE GRADE 40(FY=40 K5I) OR BETTER, 2,000 PSF. Z Z W HEIGHT, BOTTOM PLATE TO TOP PLATE, IE DIAPHRAGM TO DIAPHRAGM. UNLESS OTHERWISE SPECIFIED IN THE PLANS. •" OPENING LESS THAN 6'WIDE- USE MIN., ONE KING STUD EACH END OF HEADER. 5PI ICING RFNDINCz.ALL REINFORCING SHALL BE SPLICED, DETAILED, BENT,AND SUPPORTED IN I- Situt 51N61 F PRO [FGT. Z •" OPENING 6.1'WIDE TO 1'WIDE-USE MIN., TWO KING STUDS EACH END OF HEADER. ACCORDANCE WITH THE MOST RECENT ACI CODE ADOPTED BY THE JURISDICTION. �"� O •" OPENING 9.1'WIDE TO 16'WIDE, USE MIN., THREE KING STUDS EACH END OF HEADER. WFLDED_W113F FABRIC,. UNLE55 OTHERWISE SPECIFIED, WELDED WIRE FABRIC(WWF) SHALL BE W2.9, 6"Xb„ THE CALCULATIONS, DRAWINGS, NOTES, SPECIFICATIONS, w 1--A DISCONTINUOUS TOP PLATE.WHERE WALL TOP PLATES ARE CUT, OMITTED, OR OTHERWISE (6 GA.),ASTM A-185. SPLICE BY LAPPING ONE MESH+2"ALL SIDES. AND/OR TABLES PREPARED BY CCI ARE VALID ONLY FOR -.4 1 f 1 DISCONTINUOUS AT A HEADER, THE END OF THE HEADER SHALL BE CONNECTED TO THE REMAINING ranPROVIDE THE FOLLOWING MINIMUM COVER: THE PROJECT INDICATED HEREIN. THESE DOCUMENTS ARE R TOP PLATE BEYOND WITH A HORIZONTAL C518 STRAP WITH MINIMUM 12" 0 LENGTH ON THE HEADER FOOTINGS AND OTHER UNFORMED SURFACES, DISTANCE FROM THE BAR TO EARTH FACE...3" NOT VALID,ARE NOT APPLICABLE TO, AND SHALL NOT$€ to 1 FORMED SURFACES IN DIRECT CONTACT WITH EARTH 2" USED FOR ANY OTHER PROJECT AT ANY OTHER LOCATION. AND 12" LENGTH ON THE TOP PLATE BEYOND. STRAP MAY BE ON TOP, INSIDE, OR OUTSIDE OF WALL. v ANCHOR ROI TS. SURFACES EXPOSED TO WEATHER 1-1/2" GOMPFTFNT CONSTRUCTION PF.RSONNFI /SAFETY: W 0 It I SURFACES EXPOSED TO SALT WATER 3" ONLY COMPETENT PERSONNEL FAMILIAR WITH _7 v IaI-.�—.� SHEAR/�G4LL ANCHOR BOLTS CONNECTING MUD SILLS, USE 5/8'° DIAMETER X 8" MIN EMBEDMENT AT "� Y THE SPACING SHOWN IN THE PLANS BUT NEVER GREATER THAN 60"OG AND WITHIN 12"OF ENDS AND FOR SLABS ON GRADE, CENTER THE REINFORCEMENT IN THE SLAB UNLESS OTHERWISE SPECIFIED, CONSTRUCTION AND SAFETY PRACTICES GERMANE TO THE ® ,) fV BOLTS AND DOWELS IN CURED CONCRETE: PROJECT SHOWN HEREIN SHOULD BE EMPLOYED TO rX CORNERS, WITH 3"X 3"X .229" STEEL WASHERS, WRENCH TIGHT. NET SET ANCHOR BOLTS SHALL "l ON_ c0 HAVE A HOOK OR HEAD ON THE EMBEDDED END. ROTOHAMMERED ANCHOR BOLTS AT THE SAME GENERAL. THIS SECTION SHALL APPLY TO BOLTS AND DOWELS INSTALLED IN CURED CONCRETE USING ASSEMBLE AND CONSTRUCT THE WORK. -fir .4" O SPACING MAY BE USED IN LIEU OF WET SET-SEE SPECIFICATIONS IN PREVIOUS SECTION. AN ROTOHAMMER TECHNIQUES. MINIMUM CONCRETE EMBEDMENT =4-INCHES UNLESS OTHERWISE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH ALL i� ALTERNATE TO WET-SET ANCHOR BOLTS AND WASHERS MAY BE SIMPSON MASA OR MASAP AT THE SPECIFIED. MINIMUM DISTANCE TO ANY EDGE OR END OF CONCRETE =3" FROM HOLE CENTERLINE OSHA AND STATE LABOR AND INDUSTRIES STANDARDS. < LS UNLESS OTHERWISE SPECIFIED. CONTRACTOR ASSUMES FULL RESPONSIBILITY AS TO SAME SPACING SPECIFIED FOR WET SET ANCHOR BOLTS. EXISTING REINFORCING. IT 15 IMPORTANT THAT NO EXISTING REBARS ARE DRILLED OR CUT DURING CONSTRUCTION METHODS USED, SAFETY PROVISIONS NON-SHEAR{NALL ANCHORBOLTS SHALL BE SPACED A MAXIMUM OF 72-INCHES AND WITHIN 12- ROTOHAMMER OPERATIONS. LOCATION OF EXISTING REINFORCING BARS MAY BE BY NON-DESTRUCTIVE EMPLOYED, AND THE FINISHED AS-BUILT CONDITION OF THE INCHES OF ENDS AND CORNERS AND SHALL BE FITTED WITH 2" STEEL PLATE WASHERS. USE EITHER METHODS (PACHOMETER, RADAR, OR SIMILAR). STRUCTURE AND RELATED SYSTEMS. 1/2" DIAMETER X 8" MIN EMBEDMENT WET-SET, OR 1/2"TITEN HDW1TH 4"MIN EMBEDMENT. WASHERS. USE 3"X3"X.229"WASHERS ON ALL WOOD MUD SILL ANCHOR BOLTS. SUCH WASHERS MAY BE 3: 'i NON-SHEARl'1'ALL ANCHORS MAY BE 0.145" DIAMETER POWDER-ACTUATED PINS WITH 1-1/2" MINMATERIALS AND METHODS: oz � SLOTTED, WITH PLATE WASHER UNDER THE NUT AS ALLOWED BY THE IBC.AT NON-MUD SILL LOCATIONS, PROVIDE AND INSTALL ALL MATERIALS IN ACCORDANCE WITH g CONCRETE EMBEDMENT, AT lb"OC, UNLE55 OTHERWISE SHOWN . SMALLER WASHERS MAY BE USED. USE A STEEL PLATE OR MALLEABLE IRON WASHER UNDER NUTS AND wgig MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS. Pa4sN DECKS: JOIST HANGERS USED AT DECKS SHALL BE CONNECTED TO ALL WOOD MEMBERS WITH THE HEADS OF ALL BOLTS THAT CONNECT WOOD. =oF CORROSION-RESISTANT SCREWS, SIMPSON 5D9 OR SIMILAR. HANGERS SHALL BE U OR LU ONLY(NOT NON-EPDXY SYSTFM4. USE SIMPSON TITEN HD WHERE SHOWN IN THE PLANS.THESE ANCHORS MAYBE IT I5 THE CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL h!"4' FIELD PERSONNEL UNDERSTAND AND ADHERE TO THIS. �xm LUS.) LEDGERS SHALL BE ATTACHED WITH SCREWS OR LAG BOLTS PER CALLOUTS. ALL HARDWARE USED TO RESIST TENSION LOADS AND SHEAR LOADS. INSTALL PER MANUFACTURER'S -WA AND CONNECTORS SHALL BE AT LEAST MEDIUM-DUTY CORROSION-RESISTANT WITH GALVANIZING OR RECOMMENDATIONS. TEMPORARY SUPPORT AND BRACING: i0E0. GFNFRAI . PROVIDE ADEQUATE TEMPORARY SUPPORT TO "'mow= SIMILAR. EPDXY'Y5TFM5. FOR BOLTS, USE SIMPSON EPDXY-TIE BOLT SYSTEM WITH ET-HP OR SET HIGH N�`1o° ALL WALLS, ROOFS, BEAMS, COLUMNS,AND FLOORS DURING PO PRESSURE TREATED LUMBER USE PRESSURE TREATED LUMBER IN CONTACT WITH CONCRETE AND/ g��STRENGTH EPDXY,WITH ZING PLATED,A301'ALL-THREAD' BOLTS A5 SHOWN IN THE SKETCHES. FOR 40. OR SOIL, AND WHEN DIRECTLY EXPOSED TO WEATHER. PRESSURE TREATING CHEMICALS SHALL BE DOWELS, USE ET-HP OR SET HIGH STRENGTH EPDXY AND REBAR A5 SPECIFIED ON THE PLANS AND CONSTRUCTION. DESIGN OF SAME IS NOT INCLUDED HEREIN. 1 IRR �"a`2F�o�a1= CALLOUTS. DRILLING OF HOLES AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH EPDXY CONTRACTOR OR OWNER SHOULD CHECK ALL TEMPORARY- i`sw°o INERT, OR OTHERWISE NON-REACTIVE WITH METAL CONNECTORS(INCLUDING NAILS, BOLTS, FRAMING p4`i MANUFACTURER'S RECOMMENDATION. SUPPORTING DEVICES WITH A QUALIFIED PERSON. sw8ai CONNECTORS, ETC.) OR STRUCTURAL STEEL MEMBERS. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ADEQUACY oo IN CERTAIN CASES NON-PRESSURE TREATED LUMBER MAY BUTT AGAINST CONCRETE. IN THESE Paaz OF ALL TEMPORARY AND/OR PERMANENT SUPPORT wo-F O F; CASES USE A LAYER OF HEAVY,ASPHALTIC-TREATED CONSTRUCTION PAPER BETWEEN WOOD AND SYSTEMS. g8gP ps CONCRETE. lP� tn w BLOCKING/ BRIDGING. PROVIDE CONTINUOUS BLOCKING AT ALL BEARING LOCATIONS. PROVIDE FULL �bin DEPTH BRIDGING OR BLOCKING AT 8' OC MAX. IN JOIST OR RAFTERS WITHOUT CONTINUOUS <»a s<mo PLYWOOD DIAPHRAGM CONNECTION ON THE TOP . ./b � 2,2 S2,g FRAMED FLOORS WHICH SUPPORT POSTS SHALL BE SOLIDLY BLOCKED WITHIN THE FLOOR CAVITY TO ,� °'g w ygi -0 L POSITIVELY TRANSFER POST, COLUMN, OR OTHER CONCENTRATED LOADS THROUGH THE FLOOR TO y* ;' C, THE SUPPORTS BENEATH. ,I(EI s " OWNER APPROVAL '^u - ;-i✓ y� INITIAL: ' PAGE: „:,2: ` )t - 4 &Ib6 h4(6/G.'S -664c 21 `, 1'e'trr` ' ,. OF: reA s O i L.( , - - J. STERLING _ ..„,; fir :,- . . ' d . JANITORIAL - ,,. JA 2 J. STERLING a 60'2509 595E r 60'250-r __.__ -.__----_---- -� 200 SF/000 1000 _ _ _ _ 1 r I I 1/4" = 1' U.N.O. i I it I a EXIT V I"'r' 0"' I d✓ Ic 1 al (1, Lk- �I lb .1 02-21-11 of I r— — rl 9 II it 1 1 t ; k I€- I Lb #1A - 2 BED ADAAPT. aNdm `° nn 66665 41 ( tl' II 2005F/000 , d' 11 4 00G � L. A . I _ __ — _.. ._ _ _. _ #1F _ 1 BED APT. _ - --- I (I x v ry R2 4615E - - 4 200 SFIOGG 3 0GG X A G 2s T P I— -i 0r I qm HALL, STAIR, ELEVATOR g R-2 I #1 E - ADA STUDIO ft,55F '' r R 2 200 5F/06c ,:4xaw.#'s"€•3"" 361 5F -I,_ — _4 OGG — , 6 I 200 5F/OGG 1 y m r— — I2 0GG d- X w I LT 1 I LSoL - ' J , #1 B - 2 BED APT. c E� I— '_ -- 662 .i . IL:F— 6695E `r"' 1L. 200 SFIOGG C 40GL Si V T S <w �i CS a ,„ -- t JANITORIAL Di IliQ 66 5E CI 1.) t 2005E/OGG 2 455F J Z 1 41'250ROM NEXT FLOOR OF 1 Aft QI 300 5F10LG S .,- L — _ #1 D - 1 BED APT. I De 36 536 N— b 5F I ( .—.__—__ 65}1501 -_ -- -- -- ._ J 2005FIOLL — -- el 1 D 2 OLG 17- ill u.i 'T- r Z In F— < Z iii LU LAUNDRY ROOM rR 2 1 tL 450 SF Z ��/J 200 SF/00G I a. -1 tan j d #�C :z. 1 BED APT. ; I PLAT ,AREAS ILI , : 3 000 200 /o0G -_ _�.___—_—.— - _- __ - — — Y _f Y tv MAIN FLOOR 3,121 SQ.FT. to i V IE 2ND FLOOR 4,200 SQ.FT. 0 1— cv V 4( tL co N 11211 3RD FLOOR 4,018 SQ.FT. IL 4 UTILITY/MECH. ROOMS 552 SOFT. .r o s2�so1 —I 592507 TOTAL LIVING AREA: 12,111 SQ.FT. 15T FLOOR-26 OCCUPANCY LOAD y ENTRY PATIO 143 SQ.FT. -7 FIRE RATED RUCT I O N S `` LEGEND ®®®® w Z 360 PIP �a°g p° ACTUAL DISTANCE TO EXIT — ALLOWED EXIT DISTANCEK<"O PARAPETS NOT REQUIRED BASED ON OPENINGS ALLOWED PER FIRE SEPARATION DISTANCE. I, � —� � yam w�� Wo. SMOKE AND FIRE ALARMS REQUIRED PER IBC XX'(XXX') 111 5w ozx�� ��;, RLL �oo - M FIRE PROTECTION SPRINKLERS PER NFPA 13 EXIT PATH lilt O: �" zN ,_LL FIRE RATING OF WEST EXTERIOR WALL BETWEEN 5° AND 10' TO PROPERTY LINE: 1 HR FIRE RATING. 01,1 EXIT EXIT LIGHT Y',11T'H DIRECTIONAL ARROWS I � gaw�o ,I, ni r. �Lzas�E UNPROTECTED OPENINGS ALLOWED AT WEST EXTERIOR WALL BETWEEN 5' AND 10' TO PROPERTY LINE: `� el �_ Z. L� I I ----1 .�q4� zzoaz 25% OF WALL WITH NFPA 13 SPRINKLER SYSTEM. FIRE EXTINGUISHER CABINET W } } } } ttl -.- Ha a,aR m - VERIFY LOCATION W/ FIRE MARSHAL > ILI P° w L C'S s 0 it et I : a �' I P8 FIRE RESISTANT RATING OF OTHER EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 0 HRS Qe IY In _Q ul to m rt ® z ®ft z % �p°� (� nm.Nn LL kill ioir 1 4 .ry �/ in FIRE RESISTANT RATING OF STRUCTURAL FRAME: 0 HRS 2015 IBC in Q 0 QG al 0 ill I- ® �-- I a C) r zur S i3 _ci z w INTERIOR LL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY FIRE RESISTANT RATING OF EXTERIOR BEARING WALLS: 0 HRS, 1 HR AT WEST WALL OCCUPANCY TYPE: R2 D 0 it ..< A-- < . x < 0 In 0 CONSTRUCTION TYPE: VB Z -t ID GROUP I SPRINKLERED WALL SEPARATING DWELLING UNITS: 1/2 HR FIRE PARTITION WITH NFPA 13 SPRINKLER SYSTEM Fes- ' ;{ 0 X ! y It Or4NI R APPROVAL INTERIOR EXIT STAIRWAYS, INTERIOR CORRIDORS AND ENCLOSURE FOR EXIT ji ROOMS AND TOTAL BUILDING AREA: 12,91cl X 0 W It Ili 6Y X 0 X 0 .tt EXIT RAMPS AND EXIT PASSAGEWAYS ACCESS STAIRWAYS AND EXIT ACCESS RAMPS LOAD: �1 OCCUPANTS ENCLOSED SPACES' WALLS SEPARATING DWELLING UNITS FROM CORRIDORS: 1;2 HR FIRE RATING ILL it Li- # IL Ili 0 [13 V— i Ili I. ILI; INITIAL' PAN-r -- - ' PAGE: R-2 C C C FIRE RESISTANT RATING OF INTERIOR BEARING WALLS: 0 HRS (EXCEPT AS NOTED OTHERWISE) TOTAL OGGU STORIES: 3, NO BASEMENT n 1. Requirements for rooms and enclosed spaces shall be based upon space:; enclosed by partitions. WITH FIRE PROTECTION SPRINKLERS 43 2 2 32" �'34" 125 11 1 f Where a fire resistance rating is required for structural elements, the enclosing partitions shall extend FIRE RESISTANT RATING OF EXTERIOR NON-BEARING WALLS: 0 HRS STORIES ALLOWED: 3 W - BUILDING HEIGHT: 42'-1 1/2" (AVG. GRADE TO TOP OF ROOF) _ from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces FIRE RESISTANT RATING OF INTERIOR NON-BEARING WALLS: 0 HRS (EXCEPT AS NOTED OTHERWISE) OF: and the rooms or spaces on both sides shall be considered one. In determining the applicable BUILDING HEIGHT ALLOWED: 50' WITH SPRINKLERS requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing FLOOR ASSEMBLIES SEPARATING DWELLING UNITS: 1 HR WITH NFPA 13 SPRINKLER SYSTEM CLASS G INTERIOR WALL & CEILING FINISHES REQUIRED 2 @ 1 .. ' 1 ' factor regardless of the group classiAZ. i I fication of the building or structure. CLASS C ROOF REQUIRED FIRE RESISTANT RATiRG OF ROOF CONSTRUCTION: 0 kiRS i t> 34" J. STERLING JANITORIAL I J. STERLING _55'i2" ) R-2 106'2501 � 435f I 200 5F/OGG r v I — I 1/4" = 1' U.N.O. _ ' K I 1 4 — - r- asrem 0271 x I a I Ii j - 1 022?-19 s z , PNE I q 3 1 - - #2A - 2 BED APT. i EXIT EXIT PATH, TYPICAL 6r5 SF j 200 SFIOG4 I 4 OGL ir1 : L #26 - 1 BED APT. i R-2 t 401 5F J; 2005E/OLG Sau :rc " 3 OLL 9 a 1 - iv ug HALL, STAIR, ; z ELEVATOR h vta ill ! LSTUPIO 0055Fa00 5Fro 50GLIOGL —_ — S! e w JT I I 9LoL J #26 - 2 BED APT. J ., c Li E. R-2 r R b695F 200 5F/OOG 4 OLL n a d3 01 IlL 3- _ Z oz - tL R3 "(I- r [i 'x ftS n II. i50)FROM NEXTFLOOR UP p Z „ Z m IL—{EXITH -I— ♦ DN - ::: -1 3 Q 1 ,2' Ili .✓ Iv41'(250')FROM THIS POINT TO EXITBELOY I rn i , _ K. -t {- __ _. _ - _#2E - 1 BED APT. a- 4 35/R-2I-a- I I I I , 2OSF t- ( _. .._ .._ _._.1 I 55�') -J 200 SFIOLL -L 2 occ — —g C� — _ e CS Z di Z.L #2G 1 BED APT. 1- _1R2 -1 Z VI450 5F 200 5Fl000 3 0 ....iLL uJ V � _ v RE 142D - 1 BED APT. J R-2 0 z 200 Sr 200 SFIOLG j MAIN FLOOR 3,121 SQ.FT. y j 0 i --, e 1•— L2ND FLOOR 4,200 50.FT. 0 H CFg 3RD FLOOR 4,01E SQ.FT. 0_ UTILITY/MEGH. ROOMS 552 SQ.FT. o 96 250i i -- ci 01'1 250'� Y TOTAL LIVING AREA 12,111 s FT. o c-^ 2ND FLOOR-270LGUPANGY LOAD ENTRY R'f PATIO 145 SQ.FT. - .»...r.. ,,..:..... ........F...,..a...:..,..... :. ,.e........o.a..e...v..,,..«o..-,,.�.d,.. »...,- - ...3,u .......n. ....>.. .. .v ...«..xi�w...v,..... mmI,,— a .+ C r IRATEDGONSTRUCTION SUMMARY - 6 T LEGENDEXIT ` }— km ands iw0urc r ° PARAPETS NOT REQUIRED BASED ON OPENINGS ALLOWED PER FIRE SEPARATION DISTANCE. ACTUAL DISTANCE TO EXIT -- ALLOWED EXIT DISTANCE -�-I Arob 1 y� w $-X ` LpWWd F/)-_ OF226 SMOKE AND FIRE ALARMS REQUIRED PER IBC XX'(XXX') 65TTI IL! r¢do j �z'< FIRE PROTECTION SPRINKLERS PER NFPA 13 I ditF EXIT PATH �� po" FIRE RATING OF WEST EXTERIOR WALL BETWEEN 5' AND 10` TO PROPERTY LINE: 1 HR FIRE RATING. EXIT EXIT LIGHT YNITH DIRECTIONAL ARROWS t� CCi dose awwwF be r �NK UNPROTECTED OPENINGS ALLOWED AT WEST EXTERIOR WALL BETWEEN 5' AND 10' TO PROPERTY LINE: �✓ I� LII W Z CI T. I .- d d zznaz 25% OF WALL WITH NFPA 13 SPRINKLER SYSTEM. FIRE EXTINGUISHER CABINET w III III j s, F iI1 �w �zaa m` - VERIFY LOCATION !N/ FIRE MARSHAL > u®.1 w Q' CS _ Oft K EL ® CI et a1 !Y u1 w u.t N tL' ihr. FIRE RESISTANT RATING OF OTHER EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE: 0 HR5 OC Q m ® Z O Z > amp w 1i D < } < � ` ' � O O -I 00 =� FIRE RESISTANT RATING OF STRUCTURAL FRAME: 0 HRS 2015 IBC, m Q 0 W O to H CII� v DP X 4 LU rz W. 1K fl o CII- X r_ = ye INTERIOR IAIALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY. FIRE RESISTANT RATING OF EXTERIOR BEARING WALLS: 0 HRS, 1 HR AT WEST iNALL OCCUPANCY TYPE: R2 D 0 W < 0- < --- X Z -- 4( n 01 OID CONSTRUCTION TYPE: VB ;Ts ° O to kliaLl GROUP j SPRINKLERED WALL SEPARATING DWELLING UNITS: 1/2 HR FIRE PARTITION WITH NFPA 13 SPRINKLER SYSTEM 1--- 0 X O X 0 i--- 1 ¢- IL X I' I OWNERAPP1aOVAL INTERIOR EXIT STAIRWAYS, INTERIOR CORRIDORS AND ENCLOSURE FOR EXIT ROOMS AND TOTAL BUILDING AREA: 12,919 x 0 U.i It Ill cz SC v )7 0 < O < +6 EXIT RAMPS AND EXIT PASSAGEWAYS ACCESS STAIRWAYS AND EXIT ACCESS RAMPS ENCLOSED SPACES' WALLS SEPARATING DWELLING UNITS FROM CORRIDORS: 1/2 HR FIRE RATING 11$ 0 let L- itI W i 0 ILI 1--- X Ill X 116 INITIAL Si OCCUPANTS TOTAL OCCUPANT LOAD: R 2 G C G PAGE: FIRE RESISTANT RATING OF INTERIOR BEARING WALLS: 0 HR5 (EXCEPT AS NOTED OTHERWISE) STORIES: 3, NO BASEMENT 1. Requirements for rooms and enclosed spaces shall be based upon space') enclosed by partitions. STORIES ALLOWED. 3 WITH FIRE PROTECTION SPRINKLERS 43 2 2 32" >34" 1 2 ' 1 i 1' Where a fire-resistance rating is required for structural elements, the enclosing partitions shall extend FIRE RESISTANT RATING OF EXTERIOR NON- BEARING, WALLS: 0 HRS BUILDING HEIGHT: 42'-`I 1/211 (AVG. GRADE TO TOP OF ROOF) from the floor to the ceiling. Partitions that do not comply with this shall be O'Iisidered enclosing spaces FIRE RESISTANT RATING OF INTERIOR NON-BEARING WALLS: 0 HR5 (EXCEPT AS NOTED OTHERWISE) OF: and the rooms or spaces on both sides shall be considered one. In determining the applicable BUILDING HEIGHT ALLOWED; 50 WITH SPRINKLERS FLOOR ASSEMBLIES SEPARATING DWELLING GLASS G INTERIOR WALL & CEILING FINISHES REQUIRED ELLING UNITS: 1 HR WITH NFPA 13 SPRINKLER SYSTEM 2 I requirements for rooms and enclosed spaces, the specific occupancy thereof shall be the governing iN " ' factor regardless of the groupclassification of the buildingor structure. GLASS C ROOF REQUIRED 9 ' FIRE RESISTANT RATING OF ROOF CONSTRUCTION: 0 HR5 l J. STERLING "t - JANITORIAL ,9:25or — — — — —� <325F J. STERLING 3T5� — 200 SF1000 r -_. - ----- L ,0GG E - - I 1/4" = 1' U.N.O. 1 LL. in � 07-21-15ez LLI E �-- - 02 27-11 io 11 #3A - 2 BED APT. EXIT EXIT PATH, TYPICAL 6655E ,j I 200 5F10<o 00 0 5 L— _ __ too - 1 BED APT. _I . x R-2 ur 461 5' v 200 5F/OGG 3 OGG P L I , 133�0'S cu P, m HALL, STAIR, ELEVATOR Jai' - STUDIO R2 703 5F r R-2 -- — — .-I 200 5F/OGG 337 5F 4 00G I 2005F100 — 0 I "— 1 2000 L _. — _ —, P I w I _I I r -_ 13 (25a_ J ffe #36 2 BED APT. J 4 r�rR2 • JI E69 5F • 4 OGG F3: 1 l. Z IA. v- u.t Cf) r - 1 •. t- - 1 W ' X Ile 1i: Cl ties _ T- 72250jFROMTHIS POINT TO EXIT BELOW -t Z 'N hHEXITI-- -- ♦ - 3 . `3 m 1 U 1 L #3E - 1 BED APT. I _ 3535 -- F � i En-------1 F--- 126.13501- — _ — --- — -I 200 SFIOLG I I �. 2000 dO I� 4_ _� a cr- Is- 0 I 1 lii 1 L #3C - 1 BED APT. — i R-2 Z tY 450 5F 200 5F/OGG 1 I— 3 OCC w ln Q v #30 - 1 BED APT_. .— I f— -._. A. ..-.5145E PLAN• AREAS 2005F1000 _ _ _ 3000 aa'sV in h MAIN FLOOR 3,4121 SQ.FT. Lii 0- i 2ND FLOOR 4,200 SQ.FT. O 0 1- N fL , CFI 3RD FLOOR 4,098 SQ FT. IL a A. UTILITY/MEGH, ROOMS 552 SQ.FT. ca ffizsapn --i L- alt CA pT25.T Ci TOTAL LIVING AREA 12,771 SO FT. 3RD FLOOR-26000UPANCY LOAD ENTRY PATIO 148 SQ.FT. FIRE R E G T U � SUMMARY EXTPATH LEGENDI EXIT SUMMARY > Hw P rz bib PARAPETS NOT REQUIRED BASED ON OPENINGS ALLOWED PER FIRE SEPARATION DISTANCE. ACTUAL DISTANCE TO EXIT -I f ALLOWED EXIT DISTANCE ,Wi SUYm rW ,9 xUU Uy, � SMOKE AND FIRE ALARMS REQUIRED PER IBC ! XX'( ') lU ;w-, T Fp -I” R "OZ FIRE PROTECTION SPRINKLERS PER NFPA 13 EXIT PATH � i 0M a_ n'gp FIRE RATING OF NEST EXTERIOR WALL BETWEEN 5' AND 10' TO PROPERTY LINE: 1 HR FIRE RATING. j NU' ri XITI EXIT LIGHT WITH DIRECTIONAL ARROWS �, ci NU' UNPROTECTED OPENINGS ALLOWED AT NEST EXTERIOR WALL BETWEEN 5' AND 10' TO PROPERTY LINE: IA III ii I ot Z et I I „04<= 25% OF NALL WITH NFPA 13 SPRINKLER SYSTEM. FIRE EXTINGUISHER CABINET `� It - Q W �__ ""2�4 i✓E" - VERIFY LOCATION W/ FIRE MARSHAL >' w w CI Q1 = O pi 0_ : a_ t? ® Q ;IA FIRE RESISTANT RATING OF OTHER EXTERIOR HALLS BASED ON FIRE SEPARATION DISTANCE: 0 HRSDi Iliill ��"U tY W rtr) Q � DLM a_ ZQ � � Mr w UI D4 } , O O _I 00 °_� FIRE RESISTANT RATING OF STRUCTURAL FRAME: 0 HR5 2015 IBC 4p W al w �O De I- ni Q I Cn =i ---- - - ---- Va INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY FIRE RESISTANT RATING OF EXTERIOR BEARING HALLS: 0 HRS, 1 HR AT NEST NALL OCCUPANCY TYPE: R2 O IL 4 0-- <C -` XX — ' O O tti3 " GROUP SPRINKLERED WALL SEPARATING DWELLING UNITS: 1/2 HR FIRE PARTITION WITH NFPA 13 SPRINKLER SYSTEM CONSTRUCTION TYPE: VS i-- o X O X 0 H U X Iz X Di OI^lNER APPROVAL INTERIOR EXIT STAIRWAYS, INTERIOR I CORRIDORS AND ENCLOSURE FOR EXIT ROOMS AND TOTAL BUILDING AREA: 12,91 cl X li! w IU w X `43 X O 4 l5 41 0EXIT RAMPS AND EXIT PASSAGEWAYS ACCESS STAIRWAYS AND EXIT ACCESS RAMPS ENCLOSED SPACES' HALLS SEPARATING DWELLING UNITS FROM CORRIDORS: 1/2 HR FIRE RATING Liu it IL # ILILI 0 ILI I-- III i II I INITIAL: —_- -- _----_ -- -- TOTAL OCCUPANT LOAD: £51 OCCUPANTS PAGE: R 2 , C 1 G C FIRE RESISTANT RATING OF INTERIOR BEARING WALLS: 0 HR5 (EXCEPT AS NOTED OTHERWISE) STORIES: 3 NO BASEMENT Requirements1. for rooms and enclosed spaces shall be based upon spec-cis enclosed by partitions. STORIES ALLOWED: 3 WITH FIRE PROTECTION SPRINKLERS 43 2 2 32" >34" 12511111 Where a fire-resistance rating is required for structural elements, the encio.1ing partitions shall extend FIRE RESISTANT RATING OF EXTERIOR NON BEARING WALLS: 0 HRS from the floor to the ceiling. Partitions that do not comply with this shall be ,,ansldered enclosingspacesBUILDING HEIGHT: 42' 7 1/2" (AVG. GRADE TO TOP OF ROOF) FIRE RESISTANT RATING OF INTERIOR NON-BEARING WALLS: 0 HRS (EXCEPT AS NOTED OTHERWISE)9 OF: and the rooms or spaces on both sides shall be considered one. In determll ling the applicable BUILDING HEIGHT ALLC>WED: 50' WITH SPRINKLERS requirements for rooms and enclosed spaces, the specific occupancy there/ f shall be the governing FLOOR ASSEMBLIES SEPARATING DWELLING UNIT,. 1 HR NITH NFPA 13 SPRINKLER SYSTEM GLASS C INTERIOR WALL & CEILING FINISHES REQUIRED I i I I5I ,is 3 I111 I I factor regardless of the group classification of the building or structure. FIRE RESISTANT RATING OF ROOF CONSTRUCTION: 0 HRS CLASS C ROOF REQUIRED - GENERAL NOTES 1 ! FLAN AREAS - -- ------. — ---- � ; _ :._.- J. STERLING 1. PLANS TO COMPLY WITH 2O09 ICC/ANSI A111.1 STANDARDS FOR --- _ — — 94(35 > --1 a ± I r — — — — 5o1s5o cc ACCESSIBLE DESIGN. MAIN FLOOR 3,121 Sc2.FT. I, N, STAIR �_ ., I I J. STERLING 2ND FLOOR 4, #1A BED 1 200 SOFT. _ ___ ; r 1 r 2. TYPE B UNIT GRAB BAR REINFORCEMENT SHALL BE PROVIDED r `"'- 3RD FLOOR 4,O & SO FT. ,• 1/4" = 1' U.N.O. FOR THE FUTURE INSTALLATION OF GRAB BARS AND SHOWER - _- _ --#1F -BAT#-1 .� P - - ..: LL SEATS AT WATER CLOSETS, BATHTUBS, AND SHOWER 1 ; UTILITY/MECH. ROOMS 552 50.FT. 1; COMPARTMENTS- IGC Al 1?-1-200L1 1004.11.1, 604.5, b01.4. I #1 F - BED 1 L ;, }TA L r ��- 1 Z TOTAL LIVING AREA: r� �}�}q /� "�,t 1 F - - . - : # 1A -LAVA ai tu ITC- IL 12, 1 1 I StX. Ttj n , •, z! GL�CET — — l? -I ----RATH i 3- ACCESSIBLE AND TYPE-B UNIT THRESHOLDS TO COMPLY WITH , � < I 02-2 _1 1iIIT1TT. 14& 50.FT. _ 11A 2 BED ADA .APT.= 1 -- -- - • 3 42 f llP (� ACCESSIBLE & TYPE-B BATHROOM DIMENSIONS & CLEARANCES Y; CLOSET WH„ GL`s"' I I1 BATHTUB WI REMOVABLE ` -41 ��1I - [ '/ SEAT TO COMPLY WITH 6014.2 ' '! ' - -` - - j ALL 2ND & 3RD FLOOR 51M. TYPE-8 BATHROOMS `) '- #1AS_D 2 ;p 3`-05/8" 4'0"— -2'-8" '{, ,. c ‘44, BYPASS - - F '' at M #15 - 1 BWAPT. - _ • G I 1 60 FRONT APPROACH,10"PULL SIDE O a C --- _ y ry 30'X 48"CLEAR FLOOR . "F L _. :T- - _Li-- � CLEARANCE AT DOOR / " I - I ' I i -1 T W v � SPACE AT LAVATORY / - - - -" t. I 7 C,:Gl'O� / s-OJEY P , L S - BATS I w b0"DIAMETER CLEAR t 9 ry { - m ' , 53/ IN d tit . - TURNING SPADE CD ' ' -.". ._. -- --� c._G`aC7'-"-(- - - .-_ f j '"- - - - _ SPACE AT TUB ' _.,! .. �.. - ,{ 78•(250) _kro J JI o N L 3d'X60 CLEAR FLOOR i `� D - 50"X48"CLEAR FLOOR •c+ - o /' 0 a O • - _ SPACE BEYOND DOOR SWING I'"-"- - -'I p n 'B - 60"MADE X54"DEEP CLEAR ._---_ _-'V-__ Q" • I tt1 G% Df 1 :,; 7/ FLOOR SPADE AT TOILET 1'0" .� - �-• Q\-2'-0" \ \ 2'-6 5/8"-c 1'-6"S 2-8" \ .E - ADA STUDIO- CLI-AVATORY CL TOILET Ld — 1 p-p^ 1-3 2-1 3/8 ADA BATH-AGGESSIBLE NORMAL BATH-TYPE B ' " i- -- ( 1 r µ �t SCALE:114"=1' ZCALE:1f4"=1' _:-.-.__-_4 C-' i� _ _ ?t t u d. BED APT. - 1" #1E AAIcli J T-13/4"-- N, . g.2,0L I I i ` BATH r- - I � __.__ATORY CL DRAIN CL TOILET �""� i_. ., I 0 9, sro i'-b" 1'-10" Z'-93/4„ 1,_6„ -;1. _ . _, , I ,.r CL •VHALL `t.. 2 D ---`�_ CL TOILET CL LAVATORY q A f JJJ #1 �I` t#11� - B Tl` � ' .i } I(- ' - \ 2'8,,. 1._6„ 2'-6 1/4" 2'-3" \ 2'-3" ......,ro - 0 - AIL- I (-rm.- I __ "I .:'" - 1 _„/ ,4 - ="1. 11 { -, _ E L05E_T �l �:. 30"X 48"CLEAR FLOOR _� - . . .f o J -" A~. "A ; - �" .. 1 .0-1 F a \ `q'-0"- \ 2'-8,/2" 10'-11/2„ i� r.,( __'7 „ L 2-8 --X. �_I fY {1 wf'I `I �,1 c£/ ti/ SPADE AT LAVATORY ` ) r a iv f�f `f`f __.._ 1 L�JI i c�g[' y}1 I 1 - e1 6a'wlvE x sa'DEEP CLEAR .. �." � —� _ ", _ • I 4 0 _ „ r i I ' L I �� Ir. ,f1 �i -- '. FLOOR SPACE AT TOILET ,.,., - _ / -- — — _ _ �f U '� UTILi";'f t 1 I- I III �1 G . FIRE ci} �, Lt y ry }� 3 _ #1B - BATH 60"FRONT APPROACH, IL __ _ -_ I,I. _ . . #1 V - BED/ #1 D - 1 BED Al T. - I ... _ ._ _�- ` ' Q 11 o I I 1 \ '7 ADA FRE TROOM ELECTRIC-A! ey 30"X48"CLEAR FLOOR E .` m CLEARANCE AT DOOR _ - � --1�� - 1 < #, P may^, / ROOM -, SPADE AT TOWEL DISPENSER L A v 30"X 46"CLEAR FLOOR TURNING SPADE 2 8 4'-0" 4'-6 1 f4" \ 1` _,..1 I - q;- - B V n, SPADE BEYOND DOOR SWING D _- bd'DIAMETER CLEAR 65'aW3 J ili } — _-_-- _-- _ _ _/ i; 1 J n S" • A• I • PUBLIC BATHROOM -ACCESSIBLE NORMAL BATH-TYPE B i y if E---`I ' C OSEt Hh5_ ~ D el SCALE:1/4"=1' SCALE:1/4"=1' l ) �� _ i 0 L . 13- yy�� 1 #?G BATHI I I r -I _z .^ 30"X 60'CLEAR FLOOR I L - _ _ - - ^I QQ I p � LU SPADE AT TUB - } -_- - 1 - I— L 1.I-- IY 30"X 48"CLEAR FLOOR 60"FRONT APPROACH, - I SPACE BEYOND DOOR SWING 18'PULL SIDE _ , , A}q �;y be'V DEX54"DEEP CLEAR f1�. CLEARANCE AT DOOR 'tF!G " 1 BED AFT. _ ILI FLOOR SPACE AT TOILET \\��LI -'"�-- I fI I � ill! l CL LAVATORY CL TOILET - _L. \ 5 0 �\\-2'-0" 2'-6118" 1'-6" --2'-8" I D �,I" ' ` LE LAUNDRY R in` xB :�— __H m c, °? I � ELEVATOR I -I; ROOM @-'- ' f r I (`d I l 2�-6.• .I'. I SYPA555PfLE-6a�� ^I =xiri I� H—v VA- (._ - e II 30"X48"CLEAR FLOOR -- _. `--J tt' _%"` F SPACE AT LAVATORY _ I -_._ GI ® `� ix 0,$'p O { I. _-_ �/,_ -� B NTH M i� BATHTUB NU �o / �.b ,y ° - I- 1'. REMOVABLE SEAT TOILI -\ ! I1 1): i m L COMPLY WITH607.4.2 o t o #1C BED �64i ELEVATORMEGH 1� i \ 4-0 `. �{ _i� _I O,', CH' O� _ _ U� :r (SIZE7 B.F7.) cy 1 p 60 DIAMETER CLEAR m I :‘.1) ON t m o iV ' 1 - TURNING SPACE .o /_ 1L / IW .. a 5Yf150') I L — 5q'(450) d \ V „ ud I ` - ca P � ' �,nx , . st . , .' " " 4 _ . . .. Y •: - . „ ^�' \1'B•\ 4-61/4" T_b" o O " , *:, ..• „. > aw . _ . . - , <IC CI • 3'-01/8" CL TOILET GL LAAORY w in y / OyV 0'-81/4" e Il ` NORMAL BATH -TYPE B ADA BATH-ACCESSIBLE NORMAL BATH-TYPE BI <� I I a SCALE:1/4"=1' SCALE:1/4"=1' SCALE'.1/4"=1' - ••i o i3 I I �2GU V 2pUo0 4 � d a ® �z�V¢ r z OE ACCESSIBLE DETAILS a C a a' a �° q " L31 a ° a ° . (gy m -- Ira 0 V / A. 60" FRONT APPROACH, 18" PULL SIDE Yfcxw aaslc EN ' EntbtLK a �� Eb�_�e i �p �� CLEARANCE AT DOOR / 9S0 ,e-c rsw...ta o : dtt �t : '. /.,r x.}ctr p o L p,II, �N _ a - a x e •B. 60"NIDE X54" DEEP CLEAR FLOOR / 137054 ' )I' wE v `esvro>.Xe -'rcQ ..... ^� a II • a — dos€ r 12 max ,� l _._- <.- .++s€ �-aM:cX3 - - �` I l ._ --- -' ----- --- ''��"o SPACE AT TOILET , 3a5 H2 � I 1 G.60"DIAMETER CLEAR TURNING SPACE F1 1065 11 F " 'r g ____J —� I I 17_ I I I A9-5 • ii_ Di ` wz D.30"X 48"CLEAR FLOOR SPACE f is t N — §wgw — wz < I IL BEYOND DOOR 5WIN6 a ' EIS seuur saa.4,. M P E.50"X 48"CLEAR FLOOR SPACE AT c 4At o5 1 0 " O zy �`M t qc,/� —{ � B I I g10 �o 'wka y TOWEL DISPENSER / 0s£a.',.: . t�.A,?:x"0fu i n rn ' �> L .i _ `: u`u1: F. 30"X48"CLEAR FLOOR SPAGEAT f ! ti ` — IQso LAVATORY "y 1 < 1 gW� 604.5.2 REAR WALL GRAB BAR 604,5.1 SIDE WALL GRAB BAR 606.3 HT.OF LAV.AND SINKS `, • I ?IC �- © -► iaz �� w sz HOT TO aLN-E' HOi(Ov.I= ' HOT TO SCALE �/ .� _ -, �'--- _ __ w i �' _ -- — — r I s — OWNER APPROVAL 17 i+ `070 I ro s r 8. rs m aE _ -. tr„:ia r _; „"* �_ ��` J� 42max ``7� I _ " ate ,�` - I � . :'x� INITIAL: tT a I� u ¢ ' 'if #, .+3Yix'X.+M'6e_"S .-. - - '9P, ,.:w.y.0 \ 1s n101 wed.Cat I �,,,. PAGE. 8 --_ - - : 1 oc t' v 3 E -/ ` /� I hw11111 s - �I _ �"xs •o r � 1R0 12 • , .J -485 \ EE4 • q I. ,1 - { xx. :.r ,.Yc x�r, OF: . naitrim rintki. 1 1 1 2 1 3 1 4 I 5 I 6 r _. - /� - - — - - 604.4 WATER CLOSET SEAT HEIGHT 604,1 DISPENSER OUTLET LOCATION 601.2 CLEARANCE FOR BATHTUBS ' 601.4.2 GRAB BARS FOR BATHTUBS Mope 1^.,i........a.D.CC1CP° ,1 I g"H -- /- I ciao — y�I ci II }.1 I c I I _ _ _ r g ', _ _ a 1 ciao (II w n a NOT To SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE TYPEBDWELLING UNIT BATHROOM -OPTIONA iv ------ \ (/ (�/ (�f `I.. NOT TO SCALE rL __ --- WIN SGHEDU E STRUCTURAL CALLOUT50 - COPYRIGHT GONSTRUCTIONCALG, INC (COI) �7 g� j� --- PROJECT//�� DESCRIPTION PLAN 5 _ TYPE WIN,# Q1 P . s 6 "Ni � " .? p t GTFLOOR J. STERLING ' t 0�;u 36 ' XTERi(JR w„, 1 , �� PER ARCHITECT '-'�-' . * "OKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED ---'"-- "-"` " "- ----- Q� u + ( „HINGED-DOOR Pal STRUCTURAL ITEM: THIS ITEM AND RELATED CONNECTORS SHALL BE PER ARCHITECT / DESIGNER. "'EVERY KEDETECTOR. OR. EVER DWELLING LOCATED HAVEA IN THEDETECTOR CORRIDOR LOCATE Ob ar" r ii _ - _ - 80" P{G 20151BGAND 12' . OCCUPANCY TYPE: R2 1 1V1N6 ACCESS TO EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, J STERLING.L. !+}r. r 3bLi 60 HINGED-DOOR P01 11 RD ROOF DIAPHRAGM "'SQUIRED SMOKE DETEGTOR55HALL RECEIVE THEIR PRIMARY POWER FROM THE c� _ G YE5 1x'SL. I 45F,- 2j 5q " ✓t St.IDL R-SLA.. W0� 1'1 ALDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. SMOKE _ Bil1 * CONSTRUCTION TYPE:VB r t i I 7!%6" 36'4' 80 ' HINGED-DOOR F!J1 V'{OE 4660 FL'�`'I-_na ? SHEAR CAPACITY: GOOD FOR EH = 230 PLF - SEISMIC; EH = 322 PLF - WIND. MAX ASPECT RATIO = 3:1. !'ETEGTOR AND CO DETECTOR ARE REQUIRED ON EACH LEVEL OF THE STRUCTURE. ---- t -r 1 1 r >)02.S 8" 50 ' r HINGEP-DOOR P01IMMI in 4:60 YES._,.,„,_ 111= FIX/5L. ZONING' R4A zuba 32 " u0 HINGED DOOR P01 1 4660a. YE'S FIX/St.. * FRAMING: TRUSSES OR RAFTERS: 2X AT 24" OC, MAX. TOTAL BUILDING AREA: 12,171 2 "HELFAND HANGING ROD. os i 068 3�„_ ` _ HINGED-DOOR P01 W09 1 4660 Y "� .- 1/4 1 U.N.O. 1 - Mallin FRAMING CONNECTION AT SUPPORT: LOT SIZE:9,153 S.F. 1 I �IIb,i 36 ' � ' HINGED-POOR POl Ih1t7 1 50.G ��� + 1 306E- 36 ' , 0 HINGED-DOOR F01 W 11 1 5060 •7 "' BUILDING FOOTPRINT AREA:4,405 5.F. o I . - WHERE CONNECTED TO SHEAR WALL, CONNECT PER SHEAR WALL CALLOUT - TDP OF WALL. 3 BUILTw sHELves. 61 is ! 07 36 '' 0 " H}NGED-UOORhQ1 W12 I . r 80 PG. BUILDING FOOTPRINTGOVERAGE:48.2Yo i 3068 36°' SO ' HINGED-DOOR P01 1868 I�+- 80 #� WHERE TRUSSES OR RAFTERS CONNECT TO BEAM, USE H2.5, OR A34 YI TH SCREWS, OR SIMILAR, TYP. LANDSCAPE AREA:2,499 S.F. 01- 1-1ri ._J' - 3058 36' SO ' HINGED-DOOR P01 e 50.E a I 1 2 b8 a " Q ' HINGED-DOOR P01 4d15 50A0 AT LEDGER, CONNECT PER LEDGER GALLOUT. LANDSCAPE COVERAGE: 21.3% 4 CABINET-OWNER/CONTRACTOR TO VERIFY, �q ^ 1 2068 32" 80 " 20 MIN. FIREE RATED v416 ® ROAD& SIDEWALK AREA:2,245 S.F. O2 2'-1 - SHEATHING: 1/1b MIN„ D513 OR COX PLYWOOD, 1 30b6 36 z�c ' HINGED DdJR a01 --- - �068 36" 50" 20MIN FIRER fED * FOAD& 51DEWALKGOVFRAGF: 245°ti EGRESS WINDOWS SHALL HAVE AN OPERABLE SECTION FOR EMERGENCY EGRESS5.1 SHEATHING LAYOUT: CASE 1 PER IBC 2306.2-(11 TOTAL NUMBER OF UNITS:20 5 SQUARE FEET MIN. MINIMUM NET CLEAR OPERABLE SECTION TO BE 20"WIDE AND 24" 1 - 3063 3f�, 150 20 MIT•! FIRE RATED HIGH. SILL HEIGHT MAXIMUM 44"OFF FLOOR. t_i 300 12" 34 ' HINGED-DOORFn1 Ma I 1 3060 * NAILING: USE 80 AT 6" EDGES, 12" FIELD. STUDIOS:3 60 3 SO" EX, RIORMilli 60" FIX15L. _Li 306E 12" 60' HINGED-DOORE01 P01 b0 FiXt$L. i• * BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS AND AT CONNECTIONS TO SHEAR WALLS BELOW. 1 BEDROOM UNITS: 11 WHOLE HOUSE FAN55HALL HAVE AMANUAL CONTROL AND AUTOMATIC CONTROL,SUCH -- 3061 Mal 50" HINGED' DOOR P01 .0" FIX/SL 2 BEDROOM UNITS: 6 6 AS A CLOCK TIMER WITH A ZONE RATING OF 1,5 OR LESS. # 1 ache 60 30" 5LIDER-SLAB V124 50.0 tO 12 FD FLOOR DIAPHRAGM /.0;� STORIES:3, NO BASEMENT V E 1 1/ "T 8 G PLYWOOD. '' 28 8 32"' 80"_ HINGED-DOOR P01 5060 .0" F.A.U.ON 18"HIGH PLATFORM.TOP OF PLATFORM TO B 8 .._ y - = IIMMIN SHEATHING: WITH JOISTS AT 24" OR 11.2" OG, U5E MIN-, 24 OC RATED, APA STURD-I-FLOOR; EITHER 3/4" SPECIES GROUP 1 , OR 1/8" SPECIES STORIES ALLOWED: 3 WITH FIRE PROTECTION SPRINKLERS BXP05E6 FACE AND SIDES TO HAVE 1 LAYER 5/8"TYPE"X'GYP.BD. NO FURNACE SHALL - E u7 I 48;; '3C}" 5 ID 'R-SLAB 0E INSTALLED IN ANY CONFINED SPADE WITH ACCESS ONLY THROUGH A BEDROOM, jj 3068 SO" HINGED-DOOR P01 GROUP 4. MAY BE DSB OR PLYWOOD. GOOD FOR 130 PLF, TL L/360 DEFL. BUILDING HEIGHT:42'-11/2"(AVG. ORG.GRADE TO TOP OF ROOF) BATHROOM,OR CLOSET. PROVIDE AT LEAST 30'OF YVORKING SPADE IN FRONT OF 11 1 --- I i 'i 3_In8 3b " u0" HINGED-POOR PO} 4.60 fSIiII DINS HFIfoHT Al 1 QV'Fr)' 50'PFR(MA x t SLIDER-'LAB 1 4 _ SHEATHING: WITH JOISTS AT 16" OC, U5E MIN-, 16 OC RATED, APA STURD-I-FLOOR, MIN-, 19/32" THICK. MAY OSB OR PLYWOOD. GOOD FOR bJaY. 4 d0 ' - GLASS G INTERIOR WALL& CEILING FINISHES REQUIRED ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE s 1 Ma 1(,,f,3 (;" jQ " HINGED-DOOR P01 Y3I'3V 5G60 '0 INSTALLED,SHALL 8E PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES 3bf 32' 80 " HINGED-DOOR P01 iN31 0 50.0 # � . 245 P5F TL © L/360 PEEL. CLASS C ROOF REQUIRED , RESULTING FROM THE QUICK PROVIDED OF THESE VALVES. DRAIN OUT,NO TRAPPING, s T1 - 1 OO&& 136" S> HINGED-DOOR P01 W3 3060 (f END OF PIPE LESS THAN FEET ABOVE GROUND,POINTING DOWN. TANKS SHALL BE o ,-, - * y FIRE SUPPRESSION: STRAPPED WITHIN UPPER 1/3 AND LOWER1/3 TO PREVENT OVERTURNING IN AN -~. 31 W33 �Q,Q � ® SHEATHING LAYOUT: CASE 1 PER IBC 2306.2.1(1) _ EARTHQUAKE, a 3Gb& FLO ?'0 " HINGED-DOOR PQ1 50.0 .11� _ NFPA 13 COMMERC.IAL FIRE SPRINKLERS. "1 306? 36 " a0" HINGED-DOOR P01 5060 .o" - ORIENT SHEETS CONTINUOUS OVER TWO OR MORE SPANS, WITH THE LONG DIMENSION ACROSS SUPPORTS. PARKING REQUIRED PER ROOMING/BOARD STATUS: PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT&COLD SHUTOFF . E -,_.,� . »---•-,--•- - -- CONTROL VALVES&WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED ATOTAL �. ------!- �8!" - 3 �"Q ' - "' UMW * NAILING: GLUE, AND CONNECT WITH 10t RING SHANK NAILS OR 15GREW5, hT 6'" EDGES, 12'" FIELD. 1 SPACE PER RENTED ROOM =20 Q COMBINED HORIZONTAL-AND VERTICAL LENGTH OF 35 FEET THE MAXIMUM LENGTH OF 1 "'""--" µ I THE DUCT SHALL BE REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 FEET FOR 'F 1 30bi7 3b' SO ' HINGED-DOOR i 5v60 YpS " i _1 4668 54 ° SQ SLIDER-SLAB W3a SobG YES • BLOCKING: NOT REQUIRED EXCEPT AT SUPPORTS (BEAMS) AND CONNECTIONS TO SHEAR WALLS BELOW. SPECIAL INSPECTIONS PER IBC: NONE REQUIRED _- EACH ao-DEGREE BEND. AMINIMUM 4-INCH DIAMETER EXHAUST DUCT OF 2 6 32" 30" 50 0 . Y � SIMPSON HANGER TYPES SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 1 3068 s6," 50" 20 MIN FIRE kATE.D 4660 _.._ 15 FF FLOOR-TO-FLOOR HOLDOWN MECHANICAL FAN. BATHROOM LAUNDRY ROOMS AND POWDER ROOM55HALL 8E o 1 ;q6 3. o" HINGED-DOOR P01 MARK TYPE SIMPSON HANGER MODELS PROVIDED WITH A MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 ' Vi�{"d` `�o ( v _ _ 43 "Obb 30" HINGED DOOR P01 5060 �� YE MIN., CAPACITY: GOOD FOR 1 105 LB TENSION. 1-AGI AGE 4. BC C.F.M.AND SHALL NOT TERMINATE CLOSER THANSFEET TO ANY OPERABLE WINDOW 3 2 2365 ❑2" r' �� OR OPENING INTO THE BUILDING. MINIMUM DUCT SIZE 15 4INCHES. DRYER,KITCHEN, - - 1866 Q HINGED-DOOR 5.60 • STRAP: USE G516 VERTICAL STRAP APPLIED TO OUTSIDE OF WALL SHEATHING. ATTACH TO 2X STUDS LINED UP ABOVE AND BELOW RIM JOIST. AND BATH FANS INSULATION FOR RA FRAMING NPECTO N. D(HA51DE. INSTALL DUCTWORK 2 -•- 5`1r,8 32 " HINGE -DOOR P01 W44 r0" LMIN rillp� POST CAP 2. LCE 1 O PRIOR TO FOR FRAMING INSPECTION. EXHAUST FANS TO BE 1 + 466'5 54 5, SLICER-SLAB ' FlX15L•,v, FILL ALL NAIL HOLES WITH 10D. - CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX _ - - 2__,--re,2r 6+3. 32 ,,,,••,x'+ HIND ED-DOOR P01 12 YES- FIX11 3- RTG CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH f 1 cba Sr" 1 ' ' . HINGED-pDl`,7I2 PCi1 F1X/5L. - IF STRAP FALLS ON HEADER OR BEAM BELOW, NAIL TO HEADER OR BEAM AND WRAP AROUND BOTTOM IF NECESSARY. DOMESTIC DRYER EXHAUST. _ 1 2 86G H11.GED-DOOR P01Di $ _ YE5 FiX/5L. 1. ABU ' . 30b3 80 " HiNGEU_DOOpQ1 " 4.44.444_ YE FIXJ L. • END DISTANCE: 13" MlN. TD EACH UPPER AND LOWER STUDS. APPROX TOTAL LENGTH = 26" 1 DEPTH DF FLOOR 5Y5TEl✓. 27'x30"MIN.ATTICACCE55T08EACCE55IBLEWITHUNOBSTRUCTEDHEADROOM. N POST BASES 2-ABA FRAME OUT ACCESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2"PLYWOOD, 11 PiC16F1 36 ' SO" HINGED-DOOR P01 4F.r60 'TIES - - ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR -- µ 2 3063 3h" 150" HINC 1"1 HD ALT 1 - HOEDOWN - EMBEDDED STRAP TYPE 5• ABW SEALED TIGHT. 2 ED DOOR PO1 5 60 . an 36*1 ao HINGED-DOOR Pc1 - W1s�21�t 5,o6G YES e • MIN. CAPACITY: GOOD FOR 2185 LB UPLIFT. GUARDRAIL --_ _--,- 2 3068 36 " 60" HINGED-DOOR P01 I 5• 0.. ■�� - 1. H2.SA - - _____,___ 12 INTERMEDIATE RAIL SPACINGHSHALL NOT ALLOW A4DDIAIMET DIAMETER SPHERE TO PASS 2 3 'S 36" 30' HINGED DOOR P01 W4 50.E 11 * TRUSS SEISMIC & THROUGH PER I.R.G.SECTION 312.2. HOEDOWN: USE L5THD8 FOR NO RIM JOIST CONDITION. 2. H1 S „. - .565 32"_ fl0 ' HINGED DOOR F01 _ �Ir.0 Ma M HURRICANE TIES - --- ------ PRE-MANUFACTURED,ZERO CLEARANCE GAS FIREPLACE CONSULT WITH OWNER FOR _. _ 1 2 3065 1 3 " �0 HINGED-DOOR F01 50.0 .{ -_ - FOR RIM JOIST CONDITION USE LSTHDBRJ. TRIM PACKAGE.CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO 2 2565 3 " 7Q ' HINGED-DOOR PO 5• 06E WM 13 MANUFACTURER'S SPECS FOR MINIMUM REQUIREMENTS OF NON-COMBUSTIBLE 1 _2 ,5F8 336" „� HINGED_DOORP,01 • P0" FIX/5L. * NAILS: USE 16, 160 TO FULL-HEIGHT STUD AS FOLLOWS. 1• HGA10 SURROUND&HEARTH MATERIAL. v-- 9063 3r." HI e"D-Doan P.01 W" FIX/5L EXP. BEAM SEISMIC (,3 . ..,,._..{ '..._, ._...s t. * STUD: USE LARGER OF: KING STUD AS SPEC'D ELSEWHERE; OR CHOICE OF 2- 2X 3X, DR 4X. ` GARAGE FLOOR SURFACE55HALL BE MIN.4"CONCRETE. SLOPE CONCRETE FLOOR in __ 2663 30, " 6a° HINGED-DOOR P01 60" ES FI 5L. & HURRICANE TI E5 1 MIN.1/8"PER 1;.TOWARDS MAIN VEHICLE ENTRY DOORWAY OR TOWARDS FLOOR DRAIN. "1- .a,, 1 1 �11Qa �' 50° HING D DcoR Poi 1 1 4660 5?° � ALT 2 - HOEDOWN BOLT TYPE. 0b3 36 Ir HINGED-DOOR P'01 S�!62 1 '3 5060 72 " FIX/SL, SQ68 b." 0 ' SLIDER-'LAB WINDOW OPENING CONTROL DEVICES WILL BE REQUIRED AT SILLS OF * HOEDOWN: USE HDU2. 1. ITS 15 TEMPERED GLASS O 1 _.- �1 2 "Sb8 3- -, ' HNCjED DOOR P01 WINDOWS BELOW 36". CONTROL. DEVICES CAN BE RELEASED TO ALLOW * Z - _4_,2 _ 42.6.5 4E ' .Q " SLIDER SLAB -. OPENING TO MEET EGRESS. LAGS: USE 6 SOS 114 X 2.5 TO FULL-HEIGHT STUD PER ABOVE I-JOIST HANGERS 2. MIT/HIT - • _ . - , -1 -" cara 36' a' " H°AGED °oQRPut * ANCHOR BOLT: IF NET SET, U5E 5/8" DIAMETER 55TB16, OR 5/8" ALL-THREAD WITH NUT AND 3" WASHER ON EMBEDDED END- 3. IUS/ MIu ;`'7650. �, 16 20 MIN.FIRE RATED DOOR IN DEVICE. W 3b" 0 ' HINGED-DOOR P01 --- 1 " °'c' SLIDER-S Ae MIN EMBEDMENT = 12". IF -roo LONG TO FIT IN FOOTING, BEND 90-DEGREES AT BOTTOM OF FOOTING, MAINTAIN 3" COVER AT BOTTOM OF 1. LU5 4. L55U A z , 655 214" �0" HfNGED-UC'GR F`01 SH6 FACE MOUNT 2. HUS 5. 5KH D 4 _._- _.-.,...___._< [ gab 92° o ' HINGED-DOOR P01 FOOTING. JOIST HANGERS en Ob' se," tic"" HINGEP.PQOR F01HANGER) L NOTES 1 2 25.' 32 " }0" - IF ROTOHAMMER, USE 5/8" TITEN HD OR ALL THREAD & EPDXY, WITH 6'" MIN CONCRETE EMBEDMENT, CENTERED IN STEM WALL. 3. MU5 (U5P �� � �" ..� 1 2 NM 36" 50" HINGED-DOOR P01 __._ 1. HU 4. HHGU 1-ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. 1 1 7 30 5 36 30 ' HINTED-DOOR Pot GLULAM BEAM AND -_..__- ! 2 2568 32 ' 50 ` DOUBLE-SHEAR 2. HUG (USE OFFSET 2.ALL HEADER MATERIAL TO BE 4 x 10 D.F.#2 U.N.O. CN -I 1 2 3063 3 60" HINGED-DOOR P01 JOIST HANGERS ------- HANGER FOR 1 1 4bb8 Sr F,C' ' SLIDER-SLAB 3. HUGQ EDGE OF DECK) 3.VERIFY HEADER HEIGHTS WITH SUPER. Ti) I j 1 .a ' nG ' FLOOD-GL� i� �- SYSTEMS '/ � _--✓ NOTE: IF ALT. HANGER NEEDED, VERIFY W/ SUPERVISOR. 8�b 3 0 ' HINGED-DOOR PO1 4,ALL EXTERIOR WALLS ARE 2 x b- 16" O.G. STUDS, UNLESS NOTED Q6.". 3, 1 3 30 8 56" 0 ' HINGED-DOOR P01 __- OTHERWISE. '' 50 ' HI 'GED-DOOR F0,1 GENERIC ! 1 HOUR 55 to 59 S`TC >i T' ► 64 E 1 t;5 .L 286 yl_- HINGED-DOOR P01 Ce 5.ALL INTERIOR WALLS ARE 2 x 4- 16"O.G. STUDS, UNLESS NOTED ' 1 1.-, 4.. ' 54" 50" SLIDER-SLAB ARESOUND OTHERWISE. 11 865 2" HINGED-DOOR P01 WOOD I-JOISTS,I T , GYPSUM'Ft WALLBOARD, 01 tu 1- 3Q68 3F ' _ d0 ` HINGED-DOOR P01 6. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS,TOILET PAPER Z 3 .?8 b ✓2" b0 " HlNGF',D-DOOR RESILIENT CHANNELS L - " HEADER SCHEDULE DISPENSERS, MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR - ^ 3065 36 `:0 " HINGE?-DOOR POI x 1 wallboard , -1I ICE • t right 1 angles V - , -., ^ ,n I's'S _„ • DEFAULT HEADER MATERIAL:DOUG FIR NO,2 OR BETTER LOCATIONS. - �� C) i � > __ I Base layer ' _ type X gypsum SLIT, LAaiit�Oc1.'. ^' t7 c » C , clil i }lc �� ��;I 1 3J68 96� , �, r!.NF eD-DOOR POI 3/" � 'f r �' - ' -.�IY - I-'Y •" � � -2X HEADERS MUST BE IN TALL ORIENTATION WITH FLAT 2X NAILED AT BOTTOM IN"L"CONFIG. - --� .I al 1. 1 3 i ;068 35" bi " HINGED-DOOR16" drywall crew' + I;: r" - I . N � a c- with i dry. all .3r o.c. Resilient h .: , . 1 c'` "" � DEFAULT TRIMMER:USE 1,2X STUD OR SIMPSON LUG HANGER,EACH END. - - ;�' n F T W AND LESS U5 1 FULL HEIGHT STUD EACH END rt.TO a ggy�""" r t 1 1,w^_• :3063 • 2L, 1 50 HI. GED-DOOR P01 I _ _,:.., , .,- '+ I ' F� - - - - `t.:,,,. __-" ,,.,.<,.__ DEFAULT KING TUD.OPENING.6- EE IDE 5 E ( FRAMING r� I y ..__.i. .1 3068 '''.6" 31' H!NErD-DOORP01 angles to minimum ;3 1 - With ril+rlfri` um . - .,-' ';°°.',s'.).. ._ ` ... .....- ,. „ • 1 --::. t KING STUD:OPENINGHEIGHT ACH END D ITO PL.)" � DEFAULT WIDER THAN b FEET USE 2 FULL (PL. SJ68 _6 �b HINGED-DO'OR a01 Ian S and minimum ;- -. .-. �'i, �I.- ':, i n 1 1/4,. 1._ e ': : - ' . ; (ice layer '�_ , .� r 144te,yLr tes -$641," PLAN MIN., USE ALT. 1 MIN„ ALT. 2 MIN-, KING STUD, ita i--- ' 2363 37" y' ' HMG 0-DOOR P01 rr " GALLOUT MARK USE USE OF BLANK USE EACH END 1. REFER TO SHEET Ab FOR FOUNDATION NOTES AND DETAILS, ri v� ... .... _� .ti. )<a Fire. �..i' 1"> 'F y DEFAULT ABOVE.) 3 SOW J6 ' ,� HINGED-DOUR 1 t2 type X g;psur toilb <ar 11? ;c� �t'. i it to Chr: - { - - �y LOCATIONS & SIZES OF _ .._. ; 4 2866 32 " 8G HINGED-DOUR P01 r : i n[t i , -:r 1:J a`remis M G4 , ui 2- COORDINATE W/MECH. & ELEC. FOR LOG J drywall Sc / 20 H 2X6 L GONE 4X6 FOUNDATION/SLAB/JOISTS BLOCKOUTS 1� _ 3 `,'? 13b ' 50 ' HNC, D-DOOR P01 4X6 > �I i"ThI 3urs abi ' 3.0" HINGED D00R P01 12- attached hers to hd ,r_ as j t ' "!, ' ; bra ' s'. : I . � c,:Ti ,__-i b" 3 50 ' HINGED-DOOR PO1 r 1 ,i _ 4 3. FLOOR JOIST OR ROOF TRUSS/RAFTER LAYOUT SHOWN HERE 15 FOR 0.1 = base Ia er edge JCi.:: - '"> SUr`pii,,F- >'1 - '_' c" , 'r •- t SCHEMATIC DESIGN ONLY. MANUFACTURER SHALL PROVIDE AND SUBMIT 003 3b_ 3G" HINGED-DOOR a_ cla 2- 2X8 '�1,, -�I L 3065 ' 36 T HINGED-POOR P01 right angles to Hoists . :t PLAN AREAS' l 4X8 21 H 2X10 L-CONF. L-CONF. 4X8 D ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL A- 0 6 h3c1GwI:. ;larr ;l-' i� - I br. bC .) SLIDER-SLAP• it. PRIOR TO THE FABRICATION AND INSTALLATION. Z 8( c- +56B 32 ' 50 " HINGED-DOOR P01 Tf ' -_ _ - Wp _ L L J. 4063 - ' SLIDER-SLABSTC C and iii, tested E-i.. 17' th `� th ' v:i:'tI Haar cov-'I--IC and 4't',i,, .. ;ass fiberFLOOR 3,121 SQ.FT X10 � 4. ALLTRU55 TO TRUSS &TRU55 TO BEAM CONNECTORS TO BE DESIGNED (y 48' � r' .E� Ji u�' fl_, .r�ii d:ci I ? 3 bei 36" (,L HINGEDDOORPu"1 MAIN 22H 4x12 b v . BY MANUFACTURER Q I ..5 , �6 0° HINGED-DOOR Pot insulation in joist s' Third layer or r 5/$ type X ;1y'psu:rr: wallboard? - Approx. Ceiling 2ND FLOOR 4,200 SO.FT. i _i_.3 oks , 72T 30 ' SLIDER-SLAB required to achi.:'t , t ` ':.il' ,i f ^ssi starts r ,. : ' wrier1 glass fiber insulation is POST SCHEDULE 5. FLOOR SHEATHING TO BE3/4"GDX OR0513 STURDI-FLOORT&G, GLUE 1 ? �nbb 24 ' 80 ' HINGED-DOOR PO1 Weight: 9 psf ---- - n AND NAIL IN/RING SHANK 8d's @ 6" EDGES & 12" IN THE FIELD. FACE Y 663 32" 50" HINGED-DOOR P01 used. -I 1 / 3'RO FLOOD 4 0 18 50.FT DEFAULT MATERIAL:DOUG FIR N0.2 OR BETTER GRAIN PERPENDICULAR TO SUPPORTS. ROOF SHEATHING TO BE 1/16" Fire Test: NRCC Ii"' '''4 -I�_ (Revised),8€1�, / DEFAULT BOTTOM CONNECTION ON PLATE: T2 FRG OR 2,A34 WITH SCREWS,OR 4, 167 FACE NAILS. - 3 4 2b6322 t70 ' HINGED-DOOR Pl1OSB OR EQUAL. a> 14 b6i' QO 30 „ ; - _ DEFAULT BOTTOM CONNECTION ON BEAM:2, E OR 2,AA WITH SCREWS,OR PCZ. ` ' 4 '3063 36" .`i0 " HINGED DOOR P01 f UTILITY/MECH. ROOMS 5�2 SQ F"r' DEFAULT BOTTOM CONNECTION ON CONCRETE:PB,OR AB,OR ABU,OR ASH,OR G65Q f Dag Sound Test. NRCC B-3 15 .3, 6 30 g4 1 Vf-T ROOMS✓ 52 ALTERNATE BOTTOM CONNECTION ON CONCRETE:#5 REBAR OR 5/8"ALL-THREAD,EPDXY b"MIN. 6- PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL POST z="u . ?_�"^ "' 31;b3 ��36 ' _L'0 " HINGED-DOOR 301 U r---- --------------- - --------------- - ------- INTO POST BUTT,AND 6"MIN.,EMBED'IN GONG.GONG EMBED MAYBE WET SET OR EPDXY. LOCATIONS AND BETWEEN UPPER AND LOWER STUDS AT FLOOR TO iTh) -._ "Mb 32" _ _50 " STAIR STRUCTURE T H Ho & Test; 46 (50 vinyl floor covering) TOTAL LIVING AREA: 12171 SQ.FT. e"ei""`� CONNECTOR FLOOR HOLDOWNLOCATIONS. 0„ r MARK MIN., USE ALT 1 MIN., U5E ALT 2 MIN., USE 98I1 ' 1 R 306£j 36 `" E O ' HINGED-POOR P011� -M1�ij _ �- (IF BLANK, USE DEF.ABOVE) Z. ! 5 " SLIDER-SLAB _. _._ --__-___ _____.. iz°°" -�_ , � ,� 5q " _ 0 - - 1. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING mu SM 1 }� FIR RAT I G , s a" ENTRY PATIO 148 SO FT. 7OP 2-2 X 4 4 X4 LOCATIONS WHERE THERE 15 A LOAD BEARING WALL ABOVE VERIFY DOOR RIO W/SUPERVISOR _ ---- . _ _ -- - 3-2 X 4 2-2X6 4X6 8. ALL CONNECTIONS TO BE SIMPSON OR EQUAL. .2nE2 YNALL GALLOUT PLANVII-W -_ .. I. INSTALL HURRICANE TIES AT ALL TRUSS OR RAFTER TOP PLATE �� a EXTERIORYyALL I _ z°€ 5/8 EXT. GINS ONLY SIDINGOE I F 3 -2 X b 4 -2x4 b x b CONNECTIONS AS WELL AS FROM TRUSS OR RAFTER TO BEAM :u";° A I a CONNECTIONS. @ �y BEAMS SCHEDULE I psI E. & W. WALL- 1 HR F.R. 5/8" SHEETROGK TYP- i GENERIC Rg!�IC l �R >" T FOUNDATION NOTES °p; C71‘ . „ ,�` , !;w, I .,,,, . . ,... ( '13�1�4ER�VyI `. '±"•a + DEFAULT SAWN MATERIAL I5 DOUG F!R NU20R BETTER idTYVEKHOUSEWRAP - R-21 INSULATION I ' • . ,�...„F. .-",..._ - 1 E..,..v. ,- .. # �g - DEFAULT GWLAM,LVL, PSL MATERIALS-SEE STANDARD STRUCTURAL SPECS HEREIN. Z. of oo 5/8 EXT. OM FIRE m E 3 SOUND DEFAULT WALL CONNECTION:3"BEARING IN POCKET OR ON PLATE WITH MIN.,2 STUDS BELOW. III s z c z 1/16 05B SHEATHING 2 X b WALL TYP. p r DEFAULT END POST CONNECTION:LGE,ACE,EPCZ,OR EGGS. 1.ALL FOUNDATION FOOTINGS TO BE 18" BELOW GRADE 0 FROST DEPTH. I.4-ib rz.. - STUDS 16" O.G. ON E. & N. GYPSUM F U}��1 WALLBOARD,ARD, t` Y9"'"""""""" OVER:LG GE4 ,OR RTGga. 2 JOISTS Y RUN PERPENDICULAR DIRECTION SHOWN - - DEFAULT CORNER POST CONNECTION:WITH MITERED BEAMS OV E4 L Z -2 z,2 �^�s� GLASS ,g , „ _ ., - DEFAULT MID-POST CONNECTION:EPGZ,PGZ,GGQ Oft SIMILAR. MAY " �� EXT. WALL MINERAL 5 i�S, I`I INS DEFAULT BEAM TO BEAM CONNECTION:HU,HUG,HUGQ OR SIMILAR. 6�06 NOT SHOWN " '0LL Xf "v'MARK CONNECTOR 3. FOUNDATION WALL HEIGHTS MAY VARY DEPENDING ON FINAL GRADE. 04" ° TOP SIDE C-� ♦ sr ' : : I'E SIDE 1 6r1 l MIN., USE ALT 1 MIN USE ALT 1 MIN.,USE (I BEAN USE DEF.ABOVE) O Resilient channels 1 .{�.. c' t ,I._. r 2 x wood studs 1 EJ 7. 1 C �y `1 )., ) MARK F K, UD 1 1 11Z FIRE WALL WALL CALLOUT pLANVIEW 1 to 8i 11 v ;`' /' / i ,`i 'd£`; 1 1 O 4. FOUNDATION FOOTING MAY VERY DEPENDING ON FINAL GRADE. oim or 24 t).C. with 1{(,,.,, /4 Type /8 type, rX gypsum wallboard or J 1 f �// zw ; 1,/ {f 1; S) 3 B 4x12 6x10 1.15x14LVL gypsum veneerbase t / / Y. t i I 5/8"SHEETROGK TYP. - 518"SHEETROGK TYP. MI B 1 ppli a I` `h Type S drywall all screws -+° ^ i A l 5. FOUNDATION DETAIL MAY VERY DEPENDING ON FINAL GRADE. 4 1.75x14 LVL RESILIENT CHANNELS 16" R-13 INSULATION 2 X 4 WALL rr G` with vertical }Olrlt. FOLcst 'C fTil` 41 tlErtt ckbl ckeci WILT I _ -� - - _ __. m.. .._ 58 b.ALTERNATE FOUNDATION DETAILS AVAILABLE UPON REQUEST. OWNER APPROVAL 3 resilient channels. 3" mineral �I glass fiber kriSLiluti 1 1 s 1�c , L__ ___{ l BATHROOMA OVAL ONE SIDE S X 4 5NALL" TYP., --- l 368 tt)- 1.75x14 LVL rr*� /1��+/'! O.G 1 STUDS 16" O.G. `- J lii//11 NOTES :-'t r"?, I-" ^ 5 " type X r, a t.1a veneer base sr INITIAL: f B2CIT� lil . One Dyer /s i[l',. ; , surrl we 1e >r applied Thickness. Ie g 318 (2)- 1.15x14LVL I 2 X 6 WALL at parallel ar at r ht Bn les tU S;,-. ;ited nails, 1711a" long, 0.0 15" RONT APPROACH, 18" PULL SIDE CLEARANCE AT DOOR PAGE: TOP SIDE /4 rC?X- V Weight: 7 S7 A 60" F _ SEE YVAt L DETAIL1 -_. l STANDARD INTERIOR WALL WALLGALLOUT PLAN VIEW- Sr. I :,'"- 15 '1," 1eadS: T" I^y.C. Fire Test: Based on UL R141f,�.'+6 406 (2)- 1.15x14 LVL B. 60"HIDE X 54"DEEP CLEAR FLOOR SPACE AT TOILET C. 60" DIAMETER CLEAR TURNING SPACE 5/8" SHEETROGK TYP I , 4)� i-i erect 24" on i ad with studs spaced 24" o.c. O5NKOhi!' 'i , 2--1 I 5 055 4113 1.15x14 LVL D. 30"X 48"CLEAR FLOOR SPACE BEYOND DOOR SWING . � 1 ,, _ - ' 5/8" SHEETROGK TYP. {Cli - /7 '- ,-.r, sound ; I I nd with two layers of 5/8" tyre UL Design U305 E. 30"X 48"CLEAR FLOOR SPACE AT TOWEL DISPENSER W 2 X 4 ALL LOAD"B RFN Sound Test: NRCC I LYS'-1 O 9 ( 428 (2)- 1.15x14 LVL F.30"Xq8"CLEAR FLOOR SPACE AT LAVATORY OF: 2 X 4 WALL TYP. ' '.fttc-nr,/, ; cydrri on the . v, r :.Ir ��T(w , . 'M 1 .i:::::::# 1 STUDS 16" O.G. I - NRCC l IFt _1 I r _C 43E3 1"15x14 LVL G. 30"X 60"CLEAR FLOOR SPACE AT BATHTUB , G2 . �"`' III -- ' I rj(JB USE MIN., 1.15Y.i4 LW_UNDER SHEAR WALL IN AODTION TO TYPICAL FLOOR JOISTS. TOP IDE 2 X b WALL