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20170139 Approved Plan Set 03172017H�RA� VE� 5U Lp CV: 2015 INTERNATIONAL BL;G, CODE (IBC) ANq BY REFS NCE uJHERE APPLCABLE THE 2015 INTERNATIONAL RE5IDENTIAL CODE (IRC) A5 AMENDED BY LOCAL JURISDICTION, ROOF LIVE LOAD = 25 PSF (SNOUJ) ROOF DEAD LOAD =15 P5 FLOOR LIVE LOAD = 40 P5F (REDJCIBLE) FLOOR DEAD LOAD =15 P5F UJIND LOAD - 85 MPH U IND SPEED, EEXP05UREE "B" UJIND LOA; =110 MPH UUIND SPEED, EXP05uRE "B" PER IBC SOIL 511E CLA55 "D" CON57RUC7ION TYRE: V OCCUPANCY GROUP: R -3 ;E5 6N CR TER A: TABLE GROUND 5Nl UND SFEED (mph) SEISMIC DESIGN SUBJECT TO DAMAGE FROM 0 R DESIGN TEMP, ICE SHIELD UNDER 1.0N 1.0N FLOOD HAZARDS AIR F9EEZING MEAN ANNUAL ;F -L 1- FbdO psi, Fv =150 psi, Fc =1350 psi, E =1600000p6 FROST LINE TERM IITE DECAY LOAD 2X4 CATEGORY UJEATHERING DEPTH Po5T5 1.4 CFMIUJATT 4X4 EQUIED 4X6 OR LARGER INDEX TEMP DF -L 01 Fb =1200 psl, Fv:110 psi, Fc:1000 psi, E =1600000p5 ANY 15 90 105 SLIGHT- SLIGHT 6001.1500 90 PE 50 50 30 85 DIID2 MOD IS MO; 165 11 NO LOCAL DATE: INIr: #: PROJECT JU815DICTIO CONTRACTOR 5HALL VERIFY ALL NoTE5, DISEN ON5 � CoN;ITIONS PRIOR 70 CONS%CTION, IT 15 THE CONrRZOR'S RE5PON55ILITY To IDENTIFY ALL OMISSIONS AVOR;ISCREPANCIES ro THE ARCHITECT PRIOR rO PROCEEDING UIITH uORK, DIMENSIONS TAKE PRECE ;ENT OVER SCALED DRAJING5, DEFERRED SJBM TT4L TEMS THE FOLLOUJING 15 A LIST OF ITEMS THAT ARE NOT INCLUDED IN TH15 PLAN AND SHOULD BE PROVIDE; BY THE BUILDER Ar TIME OF APPLICATION FOR PERMIT OR 45 A DEFERRED SUBMITTAL ITEM. ALTERNATIVE - JOIST /BEAM MANUFACTURER PLANS, MANUFACTURED TRU55 DESIGNS ANp LAYOUTS - HVAC 6Y5TEM5 DESIGN - ELECTRICAL PLANS � SPECIFICATIONS (IF REQUIRED) FE �O (14PPAI uNLE55 A SOILS INVESTIGATION BY A IALIFIEED 5%1 ENGINEER 15 PROVIDED, FOUNDATION DE5IGN 15 546ED ON AN ASSUME; AVERAGE SOIL BEARING OF 1500 P5, EXTERIOR FOOTINGS 5HALL SEAR IS" (MINIMUM) BELOUJ FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOUJ ORGANIC SURFACE SOILS, BACKFILL TO BE THOROUGHLY COMPACTED, BOLT HEZ5 AN; %75 BEARING AGAINST D 001) 70 BE FROYDED UJITH 1/411616" PLATE D 45HER5, UJOOD BEARING ON OR IN5TALLED 0HIN I" OF MASONRY OR CONCRETE TO BE PRE55JRE TREATED UIITH AN APPROVED PRESERVATIVE, FOJN;ATION 5ILL 5OLT5 TO BE 515" DIAMETER AT 6' -0" O,C, U,N,O, LITH MIN, T" EMBEDMENT METAL FRAMING CONNECTORS To BE MANUFACTURE; BY 5MF5ON STRONG-TIE OR U5F STRUCTURAL CONNECTORS SA�FEV�� GENERAL ALL NAILING TO COMPLY 0H REQUIREMENTS OF IRC TABLE 86023(1) GYPSUM UTALL BOARD Al INTERIOR U1ALL5 TO BE FASTENED ACCORDING 10 TABLE 81023,5 ALL &D IN CONTACT UJITH CONCRETE TO BE PRESSURE TREATED, FIELD CUT ENDS, NOTCHES, AND DRLLED HOLES OF PRESSURE 7RE47E; LUMBER 5HALL BE RETREATED IN THE FIELD IN ACCORDANCE 01-14UJPA M4, PER IRC 3113, FASTENER5 FOR PRESSURE FRE5ERV47IVE AND FIRE RETARDANT TREATED JOOD 5HALL BE OF HOr01`!`Eq GALVANIZED 5TEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER, 611 MIN. CLEARANCE BE%EEN UJOO; AN; EARTH, 1" MIN, CLEARANCE BE%EEN FLOOR BEAMS AND EARTH, 18" MIN, CLEARANCE BE%EEN FLOOR J015T AN; EARTH, po ;TI:Np ;'; ALL NAILS SPECIFIED ON THIS PLAN 5411 BE COMMON OR GALVANIZED BOX (UNLESS NOTED OrNERU H) OF THE DIAMETER AND LENGTH LISTED BELOU OR AS PER APPENDIX L OF THE NATIONAL DESIGN SFECFICATION FOR ZI) CONSTRUCTION (V) Sd COMMON (0,13111 DIA, 2 =112" LENGTH), Ed BOX (0,11311 ;14, 2.112" LONG), 106 COMMON (0.1411 DIA, 311 LONG) ICd BOX (0.128" DIA, 311 LENGTH), 16d COMMON (0.162" D143-111 LONG), l6d 51NKER (0,143 DA 34411 LONG) 5d COOLER (020 11 pIA., 1.5181 LONG ), 6d COOLER (0,211 ;14,, 1-111 LONG) LUMBER GRADES FRAMING LUMBER 54LL COMPLY UJITH THEE LATEST EDITION OF THE GRADING RULES OF THE 15TEERN PRODUCTS 466OCIATION OR THE UJE57 C06T LUMBEER INSPECTION BUREAU. ALL SAUJN LUMBER SHALL BE 5TAMPED UJITH THE GRADE: MARK OF AN APPROVED LUMBER GRADING AGE=NCY AND 5HALL HAVE THE FOLLOUJING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: UJOOD TYPE: 2X4 HF � - Fb =350 psi, Fv =150 psi, Fc -1300 psi, E= 1300000p6 2X0 OR L41RGEER HF � - Fb =350 psi, Fv =150 psi, Fc =1300 psi, E =1300000ps BEAM VERTICAL 4X ;F -L 1- FbdO psi, Fv =150 psi, Fc =1350 psi, E =1600000p6 6X OR LARGER DF -L - Fb =815 psi, Fv =110 psi, FcZO psi, E= 1300000p5 5TUD5 10 2X4 HF = Fb =850 psi, Fv =150 psi, Fc =1300 psi, E= 1300000ps 2X0 OR LARGER DF 1- Fb =900 psi, Fv =180 psi, Fc:1350 psi, E:1600000ps Po5T5 1.4 CFMIUJATT 4X4 HF l - Fb-515 psi, FY-140 psi, Fc-515 psi, E= 1100000ps 4X6 OR LARGER 4 2 - i =b-5T5 psi, Fv-140 psi, i =c-s15 psi, E-1100000p6 0X0 OR LARGER DF -L 01 Fb =1200 psl, Fv:110 psi, Fc:1000 psi, E =1600000p5 GLUE; -LAM NATEp BEAM (GLB) 5HALL BE 2444 FOR 5162 5PAN5 � 24F -VS FOR CONTINJOJS OR CANTILEVER 5P4N5 UJITH THE FOLLOUJING MINIMUM PROPERTIES: Fb = 2,400 P51, Fv =165 PSI, Fc -- 650 PSI (PERPENDICULAR), E =1,800,000 P51. ENG NEERE; XO; BEAMS AN; =J0 ST CONTRACTOR 5H4LL 5ZB IT SHOP DRAUJINGS AND SPECIFICA710N5 FOR APPROVAL BY suILDING OFFICIAL. DESIGN, F45RIC47ION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT, BEAMS DESIGNATED AS "P5L' 54LL HAVE THE MINIMJM PROPERTIES: Fb = 2900 P51 Fv = 250 PSI Fc = 750 P51 (PERPENDICULAR) E = 2,000,000 P51, BEAMS DESIGNATED A5 °LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb - 240 PSI, Fv = 285 PSI, Fc = 750 P51 (PERPENDICULAR), E =1,900,000 PSI, BEAMS DESIGNATED 45 "L51-" 5HALL HAVE THE MINIMJM PROPERTIES: Fb =1,700 P51, Fv = 400 P51, Fc -- 680 PSI (PERPENDICJLAR), E =1,300,000 PSI, C4LCUL470N5 5HALL INCLUDE DEFLECTION AND CAMBER REEZIREEMEENT5. DEFLECTION 5HALL BEE LIMTEED 45 FOLLOUJS: FLOOR LIVE LOAD MAXIMUM - L /480, FLOOR TOTAL LOAD MAXIMUM - L/240 �NXO NFALLAT ON U IND15 SHALL 5E INSTALLED AND FIN5ED IN ACCORDANCE 0H THE MANUFACTURER'S uRITTEN INSTALLATION INSTRUCTIONS, UIRITTEN IN5%LLATION INSTRUCTIONS 5HALL BE PROVIDED BY THE MANUFACTURER FOR EACH UJINgOIU. PREFA�R CATEp UJOOD TRJSSE�: PREFABRICATED L00; TRUSSES SHALL BE DESIGNED TO SUPPORT SELF UJEIGHT PLU5 LIVE LOAD AN; SUPERIMPOSED DEAD LOADS A5 STATED IN THE GENERAL NoTE5, TRUSSES 5HALL BE DESIGNED � S74MPE; BY A REGISTERED DESIGN PROFESSIONAL AN; FABRICATE; ONLY FROM THOSE ;E51GN5. NONBEARING UJALLS 5HALL BE HELD AUJAY FROM THE TRJ55 BOTTOM CHORD UJITH AN APPROVED FASTENER (SUCH AS SIM1`50N 57C) TO EN5uRE THAT THE %8 5 BOTTOM CHORD UJILL NOT BEAR ON THE I ALL, ALL PERMANENT %55 MEMBER BRACING 54L1- BE IN57ALLED PER THE %81) DE51GN DRZNG5, ROOFIUJ4A0OR SHEATH N TYPICAL D41= � ROOF 5HE47HING 54LL 5E 1/16" SHEATHING MINIMUM UNLESS OTHER( ISE SPECIFIED, MINIMUM NAILING SHALL BE Sd COMMON' 611 OC, i PANEL EDGES AND 71 O,C, IN FIELD U,N,O, ON SNEARUJALL SCHEDULE, SPAN INDEX 5HALL BE 2410 FOR UJALLS AN; 24116 FOR RooF, FLOOR 5HEA74N6 5HALL BEE 314" TAG SHEATHING, uNLE55 07HERU15E SPECIFIED, MINIMUM NAILING 5HALL BE Sd COMMOM AT 6'0,C, i PANEL EDGES AND 12' OC, IN FIELD, FAN INDEX 54L1. 5E 40120 UNLESS NOTED ONNU115E, STAGGER END LAPS Al ROOF AND FLOOR SHEATHING, N��40N AN; V�%�E GENERAL MAINTAIN 1" CLEARANCE ABOVE INSDLATION FOR FREE AIR FLOJ , INSULATION BAFFLES TO E=XTE=ND 6" ABOVE BAIT INSULATION INSDLATION BAFFLES TO E=XTEND 1" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TU55 /SHOUJEERS PARTITIONS AND CORNERS FACE: - STAPLE: FACED BATTS FRICTION =FIT UNFACED 5475 U5EE 4 MIL POLY VAPOR RETARDER AT EXTERIOR UJALLS R -10 IN6pLAT1ON UNDER ELECTRIC UJATER HEATERS, NSULAT ON MATER A IN544TION MATERIAL, INCLUDING FACING5, SUCH A5 VAPOR RETARDERS OR VAPOR PERME45LE MEMBRANES INSTALLED 0HIN FLOOR-CEILING ASSEMBLIES, ROOF- CEILNG A55EMBLIES UJ41-1- A55EM15LIES, CRA4 SPACES, AND 47TIC5 5HALL NAVE A FLAME- 51`READ INDEX NOT To EXCEED 25 UJITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT TO EXCEED 450 L HEN TEE57ED IN ACCORDANCE UJITH ASTM E 54 EXCEPTIONS: I, DHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES THE FLAME SPREAD AN; SMOKE DEVELOPEMENT LIMITATIONS Do NOT APPLY To THE FACIN65, PROVIDED THAT THE FACING 15 INSTALLED INSUBSTANTIAL CONTACT VH THE UNEXPOSED SURFACE of THE CEILING, FLOOR, OR a ALL FINISH. 2. CELLULOSE L005E -FILL INSULATION, UJHICH I5 NOT SPRAY APPLIED, COMPLYING 0H THE RE11REMENT5 OF IRG 8302,1.103, SHALL ONLY SE REQUIRED To MEET THE SMOKE- DEVELOPED INDEX OF NOT MORE THAN 450, NF LTRAT ON CONTROL EXTERIOR JOINTS AROUND UN;1 AN; DOOR FRAMES FENETRA7I01\5 IN FLOORS, ROOFS AN; UJALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED GASKETED OR a EATHERSrRIPPED To LIMIT AIR LEAKAGE, VAPOR sARR ERS GROUND COVERS AN APPROVED VAPOR BARRIER 5HALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSE; CEILING SPACES AN; AT EXTERIOR DALLS, A GROUND COVER OF 6 MIL (0,00611) BLACK POLYETHYLENE OR EQUIVALENT 5HALL BE LAID OVER THE GROUND IN ALL CRAUJL SPACES, THE GROUND COVER 5HALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND 5HALL EXTEND TO THE FOUNDATION a 4LL, �ALL FLASH NC APPROVED CORROSION - RESISTANT FLASHING 5HALL BE PROVIDED IN THE EXTERIOR u ALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY of 2UATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS, THE FLASHING 541.1. EXTEND 70 THE SURFACE OF THE EXTERIOR DALL FINISH AND SHALL 5E INSTALLED 70 PREVENT XER FROM REENTERING THE EXTERIOR D ALL ENVELOPE, APPROVED CORROSION -RH5 74NT FLASHINGS 5HALL BE INSTALLED AT ALL of THE FOLLl NG LOCATIONS: I, AT TOP OF ALL EXTERIOR UINDOUJ AND DOOR OPENING5 IN SUCH A MANNER 45 TO BE LEAKPROOF, EXCEPT THAT SELF- FLASHING JUIND15 HAVING A CONTINUOUS LAP of NOT LE55 THAN 1.1/E 3 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER of THE OPENING, INCLUDING CORNERS, D00 NOT REQUIRE ADDITIONAL FLASHIN6i JAMB FLASHING MAY AL50 BE OMITTEE; UIHEEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL, 2, AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION UJITH FRAME OR STUCCO UJ41 -4 0H PROJECTING LIPS ON BOTH 51DE5 JN;ER STUCCO OPENINGS. 3, UNDER AND AT THE ENDS OF MASONRY, UJ00;, OR METAL COPINGS AND SILLS, 4, CONTINUOUSLY ABOVE ALLPROJECrING Z; TRIM, 5, DHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO 4 UJ4LL OR FLOOR 455EM5LY OF ZD CONSTRUCTION, 6, 47 a 41. ANq ROOF NBE EC71ON5, 1, AT BUILT -IN GUTTERS, �dMP�nr7�INl� EXCEPT D HERE REQUIRED BY SEC, 84063 To BE VERFROOFEp, FOUNDATION a ALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR 5FACE5 AND FLOORS BELOEU GRADE 541.1- BE gAMPRDOFEq FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE, M450N8Y UJALLS 5HALL HAVE NOT LA55 THAN 8" FORLAND CEMENT PARGING APFLIE; To THE EXTERIOR OF THE DALL, PAR5NG 5HALL BE DAMFROOFE; IN ACCORDANCE VH ONE OF THE FOLLOUJING, I, 57IN16 COATING 2, 3 FOUND5 PER 5Q, YD, OF ACRYLIC MODIFIED CEMENT 3 8" COAT OF SURFACE BONDING CEMENT COMPLYING 0H ON C 88l 4, ANY MATERIAL APPROVE; FOR XERPF00RIN6 IN SEC, 8406,2 5, OTHER APPROVED METHODS OR MATERIALS, EXCEPTION: FARGING OF UNIT MASONRY UJALLS I5 NOT REQUIRED D HERE A MATERIAL 15 APPROVED FOR DIRECT APPLICATION TO THE MASONRY, IN AREAS UJHERE NIGH VER TABLE OR OTHER SEVERE SOIL- IUATER CONDITIONS ARE KN1N TO EXI5T, EXTERIOR FOXWION UJIALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SFACES AND FLOORS BELOW GRADE 5HALL BE IllATERPROOFED FROM THE TOP OF FOOTING TO FIN5ED GRADE. D 4LL5 SHALL BE UJIATERPROOFED IN ACCORDANCE 0H ONE OF THE FOLOUJING, I, 2 =FLY HOT MOPPED FELT 2, 55 POUND ROOF ROLLING 3, 6-MIL POLYVINYL CHLORIDE 4, 0I1. POLYETHYLENE 5, 40 -MIL POLYMER MODIFIED ASPHALT 6.60-ML FLEXIBLE POLYMER CEMENT 1, a "CEMENT- BASED, FIBERINFORCE ;, UJATERPROOF COATING 8, 60 -MIL SOLVANT -FREE, LIQUID - APPLIED SYNTHETIC RUBBER EXCEPTION: ORGANIC SOLVANT -54SED PRODUCTS SUCH 45 HYDROCARBONS CHLORNATED HYDROCARBONS, KETONS AND ESTERS 541.1. NOT BE USED FOR ICF JALS 0H EXPANDED POLYSTYRENE FOAM MATERIAL, USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS ANp PAR5NG5 TO SEAL ICF UTALLS I5 PERMITTED, COL;- SETTING ASPHALT OR NOT ASPHALT SHALL CONFORM TO TYFE C OF ASTM D 449, HOT ASPHALT 5HALL BE APPLIED AT A TEMFEVX OF LESS THAN 200 DEG R ALL JOINTS IN MEMBRANE UJAIERPRDOFING SHALL BE LAPPED AND SEALE; UJITH AN ADHE5IVE COMPATIBLE 0H THE MEMBRANE, A�� GENERAL ALL SKYLIGHTS AND SKY UJALLS TO BE LAMINATED CLA55 UNLESS NOTE; OTHERUJISE, BEDROOM EMERGENCY EGRESS UJINDOUJS 5HALL HAVE MINIMUM NET CLEAR OPENING OF 51 SQ, FT, UJITH MINIMUM NET CLEAR OPENING UJI ;TH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24" FINISHED SILL HEIGHT SHAL BE MAXIMUM 441 ABOVE FLooR, MEA E ROM TAE FINI54ED FLooR TO TAE BOTTOM OF THE CLEAR OPENING UJINI31 FLASHING TO BE FASTENE; PER IRC CODE 723 t IN;OUJ GUARDS ARE REQUIRED PER IRC 3121 �E4�CA HEAT NG EOU INT ALL LARM -AIR FURNACES 5HALL BE LI5TE; AN; L45ELE; BY AN APPROVE; AGENCY AN; INSTALLED TO LISTED SPECIFICATIONS. NO LARM =AIR FURNACES 54LL BE IN5TALLED IN A ROOM USED OR DESIGNED TO BE USED 45 A BEDROOM, 547HROOM, CLOSET OR IN ANY ENCLOSED SPACE 0LI ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC, HEATING FURNACES. LIQUEFIED PETROLEUM 6:45-5JRNIN6: APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION UJHERE HEAVIER THAN AIR G45 MIGHT COLLECT, APPLIANCES SO FUELED 5HALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT uNLE55 SUCH LOCATION IS PROVIDED 0H AN APPROVED MEANS FOR REMOVAL of UNBURNED GAS. (HEATING AND COOLING EQUIPMENT LOCATE; IN A GARAGE AN; uHICH GENERATES A GLOU, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS 541-L BE INSTALLED UJITH THE PIL076 AND BURNERS OR HEATING ELEMENTS AND 50CHES AT LEAST 15 INCHE5 ABOVE THE FLOOR LEVEL. VENT LAT ON: SOURCE SPEC F C EXHAUST VENT � FAN EFFC ENCY REQUIRED IN EACH KITCHEN, BATHROOM, VI R CLOSET COMPARTMENT, LANDRr ROOM, INDOOR SLUMMING POOL, SPA AN; OTHER Ro0M5 DI ERE DATER VAPOR OR COOKING O;OR 6 PRODUCE;, (IRC M 1501,4,1 FAN EFFICIENCY FROM DJ6- IIR451.E 84035,1 M N MUM SOURCE SPEC FIC VENT LAr ON CA% TY REQU REME I EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE s G45 VENT OR TYPE BUJ GAS VENT SHALL BE INSTALLED IN ACCORDANCE UJITH THE TERMS OF IT5 LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS, A TYPE L VENTING SYSTEM 5H4LL TERMINATE NOT LE55 THAN 2 FEET ABOVE THE HIGHE5T POINT UJHERE THE VENT P455E5 THROUGH THE ROOF of THE suILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING UJITHIN 10' OF THE VENT, NTEGRATEp MLE HOUSE VENT SYSTEM INTEGRATED 24 HR t HOLE HOU5E VENTILATION SYSTEM, U51NG A SUPPLY FAN U/ MANUAL � MOTORIZED DAMPER, FAN TIMER EXTERNALLY LOCATE; ON THE SIDE OF FURNACE OR GARAGE U ALL. 220 CFM REQUIRED U/ A RUN TIME OF 6 HRS, MIN, FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFEC7IVENE55 CAN BE 1.0 Ell SMOOTH UJ41-L PIPE (OPERATION DESCRIPTION TO BE PROM ;ED PER M15073) SYSTEM TO BE TESTED AT FINAL INSPECTION � LABELED pf LEAKAGE TEST NG: DUCTS 5HALL BE LEAK TE5TE; IN ACCORDANCE UJITH RS -33, USING THE MAXIMUM DJCT LEAKAGE RATE5 SPECIFIED IN 2012 UJSEC, R4031 EgILDING SIR LEAKI+(sE 1ESiING 212 WEC TESTING 5HALL OCCpR Al ANY TIME AFTER ROWN IN /:ND AFTER IN5iA1LAilON OF FENE1R4110N5 Of THE 54DING ENvELOPE. WHEN REQUIRED BY THE 54DING OPFIGIA1 ,THE 1E57 SHALL 8E GGNDgG1ED IN THE FRfSENGE OF DEPGRiMEN15iAff. THE BLOWER RE�47� 5HALL RfA�EDON THE CERiIfICA1E '02 QUASHVON STATE ENERGY CODE - TABLE 402,1. NSJLATION AND FENESTRATION REIIRMENT BY COMPONET CLIMATE ZONE 5 MARINE 4 - HEATING 53 OTHER FUELS FENEFVION U= FACTOR BATHROOM - UTILITY ROO1 KITCHENS IN -LINE FAN INTERMTTEN%L OPERATING 50 CFM 100 CFM VERTICAL CONTINUOUS OPERATIONS 20 CFM 25 CFM 8.49 AIR 1`1.1 RATE MINIMUM V) 10 90 ANY ANY MINIMUM EFFICACY (CFMIUTATT) 1.4 5% 47 1.4 CFMIUJATT 23 CFMWT 2.8 CFMIUTATT AIR FLOUT RATE MAXIMUM (CFM) >90 ANY ANY ANY EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE s G45 VENT OR TYPE BUJ GAS VENT SHALL BE INSTALLED IN ACCORDANCE UJITH THE TERMS OF IT5 LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS, A TYPE L VENTING SYSTEM 5H4LL TERMINATE NOT LE55 THAN 2 FEET ABOVE THE HIGHE5T POINT UJHERE THE VENT P455E5 THROUGH THE ROOF of THE suILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING UJITHIN 10' OF THE VENT, NTEGRATEp MLE HOUSE VENT SYSTEM INTEGRATED 24 HR t HOLE HOU5E VENTILATION SYSTEM, U51NG A SUPPLY FAN U/ MANUAL � MOTORIZED DAMPER, FAN TIMER EXTERNALLY LOCATE; ON THE SIDE OF FURNACE OR GARAGE U ALL. 220 CFM REQUIRED U/ A RUN TIME OF 6 HRS, MIN, FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFEC7IVENE55 CAN BE 1.0 Ell SMOOTH UJ41-L PIPE (OPERATION DESCRIPTION TO BE PROM ;ED PER M15073) SYSTEM TO BE TESTED AT FINAL INSPECTION � LABELED pf LEAKAGE TEST NG: DUCTS 5HALL BE LEAK TE5TE; IN ACCORDANCE UJITH RS -33, USING THE MAXIMUM DJCT LEAKAGE RATE5 SPECIFIED IN 2012 UJSEC, R4031 EgILDING SIR LEAKI+(sE 1ESiING 212 WEC TESTING 5HALL OCCpR Al ANY TIME AFTER ROWN IN /:ND AFTER IN5iA1LAilON OF FENE1R4110N5 Of THE 54DING ENvELOPE. WHEN REQUIRED BY THE 54DING OPFIGIA1 ,THE 1E57 SHALL 8E GGNDgG1ED IN THE FRfSENGE OF DEPGRiMEN15iAff. THE BLOWER RE�47� 5HALL RfA�EDON THE CERiIfICA1E '02 QUASHVON STATE ENERGY CODE - TABLE 402,1. NSJLATION AND FENESTRATION REIIRMENT BY COMPONET CLIMATE ZONE 5 MARINE 4 - HEATING 53 OTHER FUELS FENEFVION U= FACTOR CEILING uJALL ABOVE GRADE �JALL ESELoUI GRADE M455 uJALL FLOOR SEAS ON GRAPE VERTICAL OVERHEAD 050 0,50 8.49 8.21 8.10115121 8.21121H 8.30 8.10 15 9O 105 3001.4500 TB 15 90 2' ?FE�A%�E THE PRIMARY SPACE CON;ITIONING 5Y6TEM a ITHIN EACH %ELLING UNIT 5H41-L BE PROVIDED UJITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPER%RE 1HC SEC, 403.1 DRAFrSTOPP NC UJHEN THERE IS USABLE SPACE BOTH ABOVE � 5EL1 THE CONCEALED SPACE OF A FLOOR/CEILING A55EMBLEY DRAI7575 5HALL BEE INSTALLED So THAT THE AREA of THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET, DRAFTSTOPPNG 5H4LL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS, UNERE THE ASSEMBLY 15 ENCLOED BY A FL00R MEMBRANE ABOVE d A CEILING MEMBRANE BELOIU DRAFTSTOPPING 5HALL BE PROVIDE; IN FLOORICEILING 455EM5LIE6 JN;ER THE FOLLOUJING CIRCUMSTANCES: I, CEILING 15 5u51PENDED UNDER THE FLOOR FRAMING, 2, FLOOR FRAMING 15 CONSTRUCTED OF 7U5-TYPE OPEN -DIES OR PERFORATED MEMBERS, DRAFTSTOFFING 541-1- CONSIST OF MATERI45 LISTED IN IRC 5ECTION R302] ffiffly,4n1 FIRESLOCKING 5HALL BE PROVIDED TO cur OF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORZON%L) AND TO FORM AN EFFECTIVE BARRIER BE FEN STORES, AND 5F4EN A TOP 510RY AND THE ROOF SFACE, FIREBLOCKING SHALL BE PROVIDED IN D00; -FRAME CONSTRUCTION IN THE FOLLOUJING LOCATIONS: I. IN CONCEALED SPACES OF 5TUD UALL5 AND PARTITIONS, INCLUDING FURRED 5PACEE6 AND PARALLEL ROLJ OF 5TUD5 OR STAGGERED 5TJD5 AS FOLLOUJS: I,I, VERTICALLY AT THE CEILING AND FLOOR LEVELS, 1 HORIZONTALLY AT INTERVALS NOT EXCEEDING Vt 2, 47 ALL VERCONNEC710l 5E%EEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH 45 OCCUR AT 5071, DROP CEILINGS, AND COVE CEILINGS, 3, IN CONCEALED SPACES BE%EEN STAIR STRINGERS AT THE TOP AN; BOTTOM OF THE RUN, ENCLOSED SPACES uNgER 574IR5 541=1= COMPLY JITH IRC SECTION R302,7 4, AT OPENINGS AROUND VENTS, PIPES, AN; DUCTS AT CEILING AN; FLOOR LEVEL, UJITH AN APPROVED MATERIAL 70 RESIST THE FREE PASSAGE OF FLAME AN; PRODUCTS OF COMBUSTION, 5, FOR THE FREBLOCKING OF CHIMNEYS AND FIREPLACES, 5EE IRC SECTION 8003,1 SAFETY GLAZING 5HALL SE IN5TALLED IN THE FOLLOUIING LOCATIONS OR 45 OTHN8 I E REQUIRED PER IRC SECTION 8308,4: 6, FIBEBLOCKING OF CORNICES OF A %O- FAMILY %ELLING 15 REQUIRE; 47 THE LINE OF 61DEE HINGED DOORS EXCEPT JAL1625 ;DUELLING UNIT 5EPEVION, SLIDING C1-455 DOCRS AND PANELS IN SLIDING s BI -FOLD CLOSET DOOR 455EM51-IES FIREBLOCKING 54LL CONSIST of MATERIALS LISTED IN IRC SECTION R302,11,13 LOOSE -FILL INS44710N OF A DOOR IN THE CLOSED POSITION 4 BOTTOM EDGE 15 LE55 THAN 6011 45OVE MATERIAL 5HALL NOT BE USED 45 A FIREBLOCK uNLE55 SPECIFICALLY TESTED IN THE FORM I. 5HOl ER AND E547H TUB, HOT TUB, IUHIRLP00L, SAUNA, 57EAM ENCLO5URE5 AND MANNER INTENDED, THE INTEGRITY OF ALL FIREBLOCKS 54LL BE MAINTAINED, 2, GLAZING U/ THE EXPOSED EDGE: 0I-IN A 2411 ARC OF EITHER VERTICAL EDGE: 3, STORM DOORS 4. THE UJALKING SURFACE 5. GLAZING GREATER THAN 9 5,F, AND LE55 THAN 15" ABOVE FINISHED FLOOR 6. GLAZING IN GUARDRAILS 7, GLAZING LESS THAN 18" ABOVE= FINISHED FLOOR 8, STAIRS AND RAMPS ADJACENT 1HERE THE BOTTOM EXPOSE; E ;GE OF THE GLAZING 15 LE55 THAN 3611 ABOVE THE PLANE OF ADJACENT DJALKlU4 SURFACE OF STAIRUAYS LANDINGS BE%EEN FLIGHTS OF 574IR5 AND RAMPS 5HALL BE CON5I1DER A HAZARDOUS LOCATION, PER IRC R308,4,6 �64N� ZC SECTION 8404- LIGHTING EQUIPMENT 404,1 LIGHTING EQUIPMENT: A MINIMUM OF 15 PERCENT OF PERMANENTLY IN5T41.1.E; LAMPS IN LIGHTING FIXWU SHALL BE HIGH =EFFICACY LAMPS, 404,1,1 FUEL 645 LIGHTING 5Y5TEM5 SHALL NOT HAVE CONTI%15LY BURNING PILOT uoHTS, ZC 84013 A PERMANENT CERTIFICATE 5HALL BE POSTED VHIN THREE FEET of THE ELECTRICAL DISTRBOON PANEL THE CERTIFICATE 5HALL BE COMPLETED BY THE BUILDER OR RE6ISTERED ;E56N PROFESSIONAL AND 5HALL NOT COVER OR 056%CT THE V1515ILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REZe EASELS , THE CERTIFICATE 541=1= LIST THE PREDOMINANT R- VALUES OF INSULATION INSTALLED IN OR ON CEILINGIROOF, u1AL5 FOX4TION (SLAB BASEMENT UTALL CRALSPACE JAL AVOR FLOOR), ANp;UCT5 OUTSIDE THE CONDITIONED SPACES, U =FACTORS FOR FENESTRATION, AN; THE SOLAR HEAT GAIN COEFFICIENT $6C) OF FENESTRATION, IUHERE THERE 15 MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE 5HALL LIST THE VALUE COVERING THE LARCE57 AAA, THE CERTIFICATE 5HALL LIST THE TYFE AND EFFICIENCY OF HEATING, COOLNG, AN; SERVICE XA R HEATING EQUIPMENT, DUCT LEAKAGE R4TE5 INCLUDING TEST CON;ITION5 A5 SPECIFIED IN SECTION 84031 2EC, AND AIR LEAKAGE RE51T IF A BLOIR DOOR TEST UJAS CONDUCTED, �00r VE� JUHERE THE EXHAUST DUCT 15 CONCEALED 0HIN THE suILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT 5HALL sE IDENTIFIED ON A PERMANENT LABEL OR TAG, THE LABEL OR TAG 5HALL BE LOCATED UJITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION, 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED UJITH MAKE JP AIR, UJHERE A CLOSET 15 DESIGNED FOR THE INSTALLATION of A CLOTHE5 DRYER, AN OPENING HAVING AN AREA OF NOT LE55 THAN 100 5Q, INCHE5 FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR 5HALL BE PROVIDED BY OTHER APPR, MEANS, CONTINUOUS UJHOLE -HOUSE MECHANICAL VENTILATION SYSTEM 41EN RATE REQUIREMENTS FLOOR AREA BEDROOMS (172) 0.1 2.3 4.5 6.1 >1 < 1500 30 45 60 15 90 1500.3000 45 60 15 9O 105 3001.4500 60 15 90 105 120 4501.6000 15 90 105 120 135 6001.1500 90 105 120 135 150 > 1500 105 120 135 150 165 AC 8602,6 DRILLING AND NOTCHING 5TUD5, DRILLING AND NOTCHING of 5TUD5 5H41- 5E IN ACCORDANCE UJITH THE FOLLOUJING: I, NOTCHING, ANY 5TUD IN AN EXTERIOR UJALL OR BEARING PARTITION MAY BE cur OR NOTHCED TO 4 DEPTH NOT EXCEEDING 25 PERCENT OF IT5 0TH. 5%D5 IN NONBEARING PARTITIONS MAY BE NOTCHED To 4 DEPTH NOT To EXCEED 40 PERCENT of 4 SINGLE 570 4TH, 2, DRILLING, ANY STUD MAY BE 5OREID OR DRILLED, PROVIDED THAT THE !DIAMETER of THE RESULTING HOLE 15 No MORE THAN 60 PERCENT THE HOLE I5 No MORE THAN s% INCH (16mm) OF THE STUD UJI;TH, THE EDGE of TO THE EDGE OF THE S% ;, AN; THE HOLE 15 NOT LOCATED IN THE SAME SECTION AS A cur OR NOTCH, 5TUD5 LOCATE; IN EXTERIOR UALL5 OR BEARING PARTITIONS;RILLE; OVER 40 PERCENT AN; UP TO 60 PERCENT 5H4LL 4L50 BE;OUBLE; UJITH NO MORE THAN %0 SUCCESSIVE ;0ZLE; 5745 BORE;, 5EE FIGURES R602.6(1) AN; 8602,6(2), - EXCEPTION: JSE of APPROVED S%D SHOE515 PERMITTED uHEN THEY ARE IN5TALLED IN ACCORDANCE UJITH THE M4%F42RER'S RECOMMENDATIONS, 8602.6,1 DRILLING AN; NOTCHING OF TOP PLATE, D HEN PIPING OR DUC%ORK 15 PLACED IN OR PARTLY IN AN EXTERIOR DALL OR INTERIOR LOA; BEARING WALL, NECE5517ATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE 5Y MORE THAN 50 PERCENT OF 1 DJI;TH, A GALVANIZED METAL TIE OF NOT LE55 THAN 0.054 INCH THICK (131mm) 1 pa) AND I %INCHE5 (35mm) UJI;E 5HALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING UJITH NOT LE55 THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT, 5EE FIGURE 9602,6.1, = EXCEPTION: LHEN THE ENTIRE SIDE OF THE UJ41-1- 0H THE NOTCH OR CUT 15 COVERED BY uJOOq STRUCTURAL PANEL SHEATHING, APPROVED By John R City of Yelm at 8:55 am, Mar 01, 2017 I 0 N C c 20 i.2 0 0 3> >, " N 2Ec 3NaLQ 0 C L. 04D QL �N cLo041 +10 9 -Q >00 000+ Q�Q3 04- L 0 Q =4- J Q C0 t OL �0 J L L?�,� N O N �OJ 0 �Qj °OwN�E[ NOwg26i L �_0� 41 0��N��NO�'��uJ 0 .— cao0000 00 0 0L 0100E'' -90 - 0o >0�0>1LL.0 L. C 0 0 L C00J��0 ldaO�+j 0 > QJ +'J U L, = o �00 N � ro � o u 00 �M00 aim roN4 m 00 Ln N �N� } "N WN X r-z taU. REVISION DATE: IV: PROJECT #: DATE: INIr: #: PROJECT I', , ER VEN , PROVIDE DIR14NEN1 LAMOL IDON1111 % AI=I=OW4E 40N61H 01 DRYER YK DUCK UCAT FHIN 6 Ut 01 DUC1 CONNOCHON) M[R MIN02.45 ,NO)O, 5KIAN0 AID 4EAK4 1051 OUID[D A5 PER kc 84024.1? 3W€ IS Al iRAG €kWIR€ R[WR €D At ill NCI M €idl WaIER SERVICE PIPING PER VFC 649 DU015 DUC15 IN 4CCORDANC[ 01111 R5 -11 M[M OPEC R41)") DUC10, AID HAND40D0, I'VER 0oXE0 5HA44 BE OEAS AO DOD M160L4.1 DA01C0 PROVIDE ONE 4AYOD'/ I" a tyPE IIX" Al cKINCO COMMON 01111 HAMHAD40 AD[A5 0H0M01 B 51EN 11ON 10 414000 $[% A55OM54Y, UAD 444 5UDDODI C04UMN5, 5O4M5 AND 04445 0110 ONE 4AYOD 1/�11 U0 1H0 CADACO 511444 BE 4EDARATI)1DOM 1HM R51)ENCM AND A111C AREA 01H No L[55 WN /p" 0017 ON H 600[ CIDE. 4ANDIN6 Al [X10DIOD DOODOAY 5HA44 N01 DO MORE 1HAN 11/411 M04001H0lop 01 11M044D PROVIDED 1H0 DOOR, OtHOD 1HAN rXTROD 50DMM OR OCDIEON D000 D000 Not 00100 OVER 1H0 4AN06. IDC R3112 %% 0D00 51440 II IN 1436 WH5, UJNORO 1H0 ODONINO 01 AN ODORAKE UJINDOO 115 40041ED MORE 1HAN 12 INCH ABOVE 1H0 11N10HOD CDADE OR MACE BI4041HI 10151 DAD101 1H0 040AD ODONINC 011H0 IUIND00 011444 BE A MINIMUM 01 24 INCH00 ADOVO 1HM 1INURP 14008 01 ItE DOOM IN OHICH 1H0 OINDOO 110 4OCA10D, ODOD45410K110N 01 0D00 0HA44 001 D0R1I1 ODONIN601HAl 44400 PAUUAOO 01 A 4 INCH DIAMNIOD 0MH0 OHONO OUCH ODONINON ARF 40CATI) OHHIN 24 INCH15 011HB 1INI0HOD 1400D UPPER FLOOR PLAN � 2016 Level Design, lic. SCALE: 1 1411 =1' -0" • PROVIDE fIREBLOGKINCs 45 REQUIRED (5EE NOTES ON 5NEE1 I) D312.2 - ODI HEADERS AT 61-S" 450VE 505 FLOOR, U.N.O. = EXTERIOR J ALL510 5E 2X6 AT 1611 O,C., U.N.O, - INTERIOR PARTITION510 5E 2X4 Al 1611 0,0, (2X6 � PLUMBING UJALLS) U.N.O. = PROVIDE SUPPLEMENTAL JOIF / /LOCKING 5ELOUJ SHEAR BALLS AS INDICATED ON FRAMING PLAN = PROVIDE SOLID FRAMING EQUAL TO THE UJIDTH OF THE MEMBER 5EING SUPPORTED V SCHEDULE VENTILATION REQUIREMENTS Of IRG TABLE MI601.4 SYMBOL 0 0 KIICNENS 100 GFM IN1EF'1111EN10R I (V.i.0) 25 CFM GON11NU15 4100 >. 9 'L 41 0ro J �C 3 S1 BATHROOMS- TOILET ROOMS �ECN4NIC4L EXN4ll51 CAPUCIIT p (vi.01 OF 90 CFM MIN. IN1ERh17iENi OR 20 t 0 L 0�0 >, J GFM CONiINU15 I AREA SUMMARY MAIN FLOOR: UPPER FLOOR: i� �1 fi I I R' HDD4 AN0M 4t1]0 CONUNINO ADD4IANC05 4HE44 DO DDOVIDO CNIA UN055IDUCTI) DA0U4 Nk N014501HEN 10111 H16H AND ??II ON AND NOt MORE HN 20140N6 MPOU D 4ON0 H=R CON10D4IN[ 0114 1`45546004Y DOD MI10UJ0 940 5F, 1140 5F, TOTAL: 2080 5. COVER PORCH 54 5F, OpiD00R LIVING AREA: 84 5. GARACsE: 4m6 5F, GLAZING SUMMARY �INMO : 0 F, DOORS U / MORE THAN S0% GLAZING: 0 5, XK LIGH15: 0 5, TOTAL: 0 5, GLAZING PERCENT: 0 % XJ 5 I FLR 5, M MAIN FLOOR PLAN � 2016Level Desip, LLC, SCALE: 1 @' =1' -0' ALL DOORIUJINDOUJ HEADERS TO 5E 410;�� AT 2x6 SEARING uALLS , U.N.O, 61.011 MAX. SPAN = ALL DOORIUJINDOJU HEADERS TO 5E 410 DK AT 2x4 SEARING �ALLS, U,N.O. 61 =011 MAX. SPAN UJINDOUJ HEADERS AT 6141 45OVE SU5 FLOOR, U.N.O. PROVIDE PIRE5LOCKING 45 REQUIRED (SEE N01E5 ON SHEET 1) EXTERIOR �ALLS TO 5E 2X6 AT 16" (W') O.C. U.N.O. INTERIOR PARTMON5 TO 5E 2x4 AT 1611 O,C, (2X6 � PLUMBING JUALLS, U,N,O.) = DUGS THROUGH UJALL OR CEILING COMMON TO HOUSE MIN, 26 CAGE FEEL NO DUCIOPENINGS IN GARAGE = PROVIDE 50LID FRAMING EQUAL 10111E OTD OF THE MEMBER 5EING SUPPORTED APPROVED By John R Cify of Yelm of 8;58 am, Mar 01, 2017 I 0 0 0 N C c 0 C]00 0 4100 >. 9 'L 41 0ro J �C 3 S1 4 40'00L+100 0 0 UO �roOC'�� 'Q 0." L L >,ONO -�t� -0 o0m°Doa3moC� 0��L0Q= , -JQOCO t 0 L 0�0 >, J 000.0 0 LOOD 004 - 0200 -,C L L ldC+,JN0j00X 4J C 0�00NN�00 01000 4- N td0_N00 No0W0 L 0>0 L0 .c0 c 0 �0d00 0 >0. J J Uo _ 0 C � N � ro � o u 00 �M00 QcoM roN� E m 00 Ln N } "N WN (A Z �0" tILL �v151oN gAfiE, INIfi, ��oJEc� �. gAfiE; INI1: 4 �: PROJECfi 4" SPHERE NOT PA55/ 0� 0� Q� �V z� v 10' MIN, HANDRAIL TO BE PRESENT ON ON AT LEA5T ONE 51DE OF STAIR. HXN GRIP PORTION OF HANDRAILS 5NALL HAVE CIRCULAR CRO55 5ECTION OF I/4" MIN, � 2314" MAX, EDGES 54LL HAVE A MIN, RADIUS of /g" ALL REQUIRED GUARDRAILS TO DE 36" 4 I MIN, IN HEIGHT, OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOU A SPHERE 43ia INCHES (10Tmm) TO PA55 THROUGH. 3/4" MIN. =11/4" MAX NOSING 2X4 THRUST BLOCK 6' 5PHERE UN45LE TO PA55 THROUGH OPENING 15TAIR INSTALL /z" CEILING, ANq uJALLS 312X12 STRINGERS DIRE 5X%NG � MID -SPAN AND IN 50 UJALLS ALONG AND IN LINE 0H STRINGERS IF AREA UNDER STAIR515 UN� NI5HED INTERIORIGUARDRAILSTA1R NOTES: HANDRAI1.5 MU5T NOT PROJECT MORE THAN 4 %" INTO THE 5TAIRX AND MUST EE ADLE TO RE515T A 200 Ib, POINT LOAD FROM ANi DIRECTION, IRC SECTIONS R311,11 - LIGHTING 15 REQUIRED AT THE TOP, 5070M, AND ANY LANDINGS 0H CONTROLS AT THE TOP AND BOTTOM OF 51AI85 0H 6 OR MORE R5E85, IRC SECTION 8303,6 AND 311.1.8 THE SPACING EETOEEN INTERMEDIATE HANDRAIL MENDERS MUST NOT 41.00 A 4' SPHERE To P455 THROUGH ANA OPENING, IRC SECTION 83123 MINIMUM Sfi41RX IUIDTH A504 HANDRAIL 541.1. DE NO LE55 THAN 36 INCHES, IRc SECTION R311,11 STAIR s STAIR LANDING MINIMUM ZJ H SHALL BE No LE55 THAN 36" (31 %" CLEAR F ONE HANDRAIL, d 21" CLEAR IF 2 HANDRAILS, IRC SECTION 8311,1,1,1 THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX, RADIUS OF 9116, THE MAX, REVELING of THE NOSING SHALL DE No MORE THAN IRC SECTION 8311.1.4.3 RI5ER OR TREAD MAXIMUM DIFEREN%L SHALL 5E NO MORE THAN IRC SECfiION 8311,1,4,1 NOSING IS NOT REQUIRED FOR STAIRS 0H TREADS GREATER THAN 11" IRC SECTION 8311,1,43 EXTERIOR 514IR NOTES; EXTERIOR STAIR LIGHTING AT TOP LANDING 0H CONTROLS IN51;E THE % LLING, IRC SECTION 8303,6 8 R303,6J A MAXIMUM SLOPE OF 14 (2%) 15 REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE, IRC 5ECTION 8311.1.6 INTERIOR I INDER STAIR NOTES: 01DER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6" DEPTH AT INNER EDGE, IRC SECTION X11,14 UNDER TREAD DEPTH OF 10" 211TH IN 12" OF THE INSIDE, IRC SECTION 8311.1.4.2 LANDING NOTES. LANDING UIIDTH SHALL NOT DE LE55 THAN THAT of STAIR SERVED IRC 8311.13 LANDING 5411 N07 BE LE55 THAN 36 INCHE5 IN DIRECTION OF TRAVEL IRC 8311,5,5 5TAIRDE1AlL � %° URVOALL Navies TaMess in place of standard tank 2x 51UD5 16' 0 0 WER HEATER 2x4 C&I Z6111C 5RARRIN6 PER — MANU1ACiURNKS SRNCI11KA11G 6° MIN. �/1 "III /2 z 0 z } HAR%OOD HANDRAIL SOLID BLOCKING A5 REQUIRED PRE FINISH METAL BRACKET TMP, TYF, HANDRAIL VENT TLUE up THKU Root � %" DKYOALL 2x %D5 6" ok 7 2x4 KLEAT 2x4 KLEAI 5EKUKE 5HAKED 2x10 5KACEK fio 2x4' CLEATS 01TH 15)16M NAI15 �' SHADED 2x10 5RAKEK5 GILL 5E KUT 10 INSURE 4 TIGHT 1IT fio WER HE4TER UER VIER 51KAR5 0111 KE515T LAIERAL 1ORKE5 EOVAL 10100% O1 6RAY11Y LOADING z HNSED 1LOOR R1A110KM MU51 DE ANCHORED To GALL 7T TYPICAL WATER NEATER DETAIL E N15, KONCREIE CANN01 BE KOUKED DIKEKILV A6051000D. 0001) 5V N65, OR MANIAKVRED NIOINO RKODUKI5, CONKREIE CAN RE POURED VIC WOD IN 5UKH M MANOR A510 RKNVENI ENTRY O1 WER IN10 THE GALL CAVI Y OR 51RUCIURAL 1RAMIN6 COMRONENI5 OHEN 1L4540 AND 1ELI KMKNK HAVE KEEN APPLIED OVER THE VD, VH 000D NIOINO 41" VERTICAL CLEARANCE H45 10 3E MAINTAINED DE10 THE 50% AND THE CONCRETE. VH MANUTACIURED 5IDIN6, THE MINIMUM VERTICAL P61ANCE 01 I" HA510 H MAINTAINED OR AN 51AIED IN IHE MANUTAKIUKE'S IN51A11A110N GUIDE, 51DIN6 RROZt 1UCK CORRO51ON RE5151ANT MEtAL 1LAONIN6 UNDER NIDINO OAR (VARIES) PER t'RE 01 51DIN6 I" MIN, 5IDIN6 5DEKIIIKAI65 5108E KONCREIE 40AV 'Rom 13[l (IAll PER 1001 MAX SLOPE 108 LANDIN05) KORR0510N RE5151ANT MEfiAL 26 6A.11=45 % OVER 151 141 IN5I4L MEUEN KONKREIE AND GOOD, EXTEND 1LA500 UK ftl, SRAM% AND 00 KONCKEIE 10UNWION. 8101.3 m WOD T CONX1E kAN1% DFAL UU FW ION K 151 1ELT RARER 1116" 54AIHIN6 R00E 1KAMIN6 N IN5U14110N 3UH VENIED KLOKKIU 514 x 61A5CIA CONtINW METE R-10 RIKID IN5i 2X6 STUDS � 6" R-)1 IN5uLAlION 1116" SHEATHING TVVEK &P T' 51DINO PERELEG 3�¢" 190 RLY000L 11008 J0615 R1 UJINDO� HDR, REli 514 TRIM 5SOIJ UND00 V N5.61, �q" 190 RLY0001 11OOR J0615 PI 514 X 101KIM KH 2X R.I. MOD 5IL 4 � Kos fio 5T0( 4" RE 5ET IN I 0111LTE� r��i� vv�r FICA a 5EC 10N i 5UD1L 5u� 0 I. 4" COW, IIOHlK to YORM UR 4" 9 DEK1. DLA511C 1 5E1 IN 05ED 6R4 V IVER 1A13KIK OV PER RL4N SECTION "R' 216 levol Deslgp LLC. SCALE: 141 1'� TYPICAL ROOF CONSTRUCTION - COMP051TION ROOF SHINGLES = 51 ROOFING FELT - 7/16" SHEATHING RATED 24116 = STRUCTURAL 5i5TEM A5 NOTED ON FRAMING PLAN - R -49 INSULATION 15, CEILING -115" 10114" MESH SCREEN OVER OPENINGS MINIMUM NET FREE VENTILATING AREA 5N4LL 5E 11150 OF VENTED AREA SPACE OR 11300 IF 40 =50% VENTING IN UPPER ATTIC OR RAFTER SPACE, PER IRC W6,2 - PROVIDE 1" MINIMUM CLEARANCE 5E%EEN INSULATION AND SHEATHING AT VENTS PER IRC SECTION 88063 TYPICAL WALL CONSTRUCT ON - 51DING AND /OR VENEER PER ELEVATION = 7/1611 PLi OR 055 SHTG,( U,NO ) - T1'VEK 54DING AAP OR EQ, - 2X6 STUDS i 16" O,C, EXTERIOR U ALLS U,N,O, EXTERIOR U ALL NOTCH 25%, 50RING 40% 60% 5ORIN6 IF M13LED � NOT MORE THAN %0 SUCCESSIVE 5TUD5, - 2x4 STUDS � 16" O.C., INTERIOR PARTITIONS (2X6 � PLUM51NG UJALL5) NON - SEARING UJALL MAXIMUM NOTCH 40%, 5ORING 60% HOLES NO CL05ER THE 518 INCH TO FACE OF STUD - R -21 INSULATION 1U11H VAPOR BARRIER -112" GUJ5, INTERIOR 5HE4THING TYPICAL FLOOR CONSTRUCTION = FINI5HED FLOOR PER PL4N5 314" TAG FNOOD SU5UOR (GLUE AND NAIL) FLOOR JOISTS PER PLAN = R =30 INSULATION OVER UNHEATED AREAS 5EE NOTE ON SHEET Yp. ON rp. J3 AMINO. APPROVED By John R Cify of Yelm of 8,59 am, Mar 01, 2011 I 0 6 C X102 0 0 GNU 0 CC .L 0 +N+ ��J2Ec �N,II tNON00L+'00 0 ajaC'LPOOOt�'L 0." L 00m°- 000. 0L +1 0�SL0Q =wJ0 C0 t 0 000 >, 0 J ON OJ cL�Lo) WO*'NO ld�+, 10�t00 Lo C CUa0 000 00 oE WOEg' 0E -wo 00 o OOco i.cLo oo 0. 15, > '4cJJ U L, — 0 C� N � ro � o u �0 �M00 Qco m roN4 E m 00 Ln N �N� } „ Ln W N (AZ �0" tIU. �VI51ON DATE: /NIT: PROJECT : DATE: 3 /NIT. 4, PROJECT I 0 0 0 N C c 0 [ "00 0 4100 EC 3NaQ L0 41roJ t0O0'00 00 �ro '00�000� �Q 0t L L .0 7tt -l� t 0000 -0 OQ 00 0'- L00= -JQO c0 �, t 0 0 > . J ro N' 0a�L0D 0 oN 004- OL6 0'C0�0o) ldC"JNcC 0(I0EN ft'NpCt0Q000 L OZONE � NOE� -ON ldE -NON LO NLN�0N� coo �N0. �0 N >QJ J Uo _ 0 N N� � o u 00 �Mco > "r, QOOM 04 m co Ln N } "N WN (A Z �0" tILL R VI510N gAfiE, IV; FKJECfi #. gAfi�. INI1. 4 �. PROJ�Cfi VF OF NFagFR (fiUJO �RaCFq UTAL� FAN��S) �xfi��fi n� u�d��R In>J� RRdr.�n iildl I pdN�l I 5c, oN FTA� �VE 5��:) tR �k[ POUNDATION VENTUTION u5E 14" z 7' SCREENED FDN. vENiS (U VENT :.52 5Q. FT. NET FREE VENT N�fA (U VENT i0 BE LOCATED WIiNIN 3' OF EI+CN CORNER FDN, AREA , NET vENi AREA �EQD (N,vA) 300 N.VA. : QiT. OF VENTS REQUIRED 5P 940 3.13 3.13 ,H2 VENTS RfG''D 300 52 (6) vEN15 REQgIRED I. UEKOEK PER KLAN (MINIMUM 3YCI 11) U MINIMUM (2 x4 510 IRAMINO IT I. `K51EN IT K [AfiE 10 UEKOEK V 105 0116d UINKEK NKLd 6 U" 0.0, rF 4. 5IM150N [5tXd RAP HE NEKOEK 10 ft[ ON 4) I00E IKCE NOTE: u5 11N, GUIDE PO F 5EL15EZ FLICES MOTING REDUCE u5E F.F. 4 X 4 F05F5 HLI 4 X BEAMS u.N.0. uH F.T. � X � F05fi 5UL 6 X HAI �.N.0. 1 IE F.F, F05T ON 1�" DIA, X �" THICK CONC, FOOTING 1 24 F.T. F05T ON 24" DIA, X 12" THICK CONC. FOOTING �1 30 F.T, F05T ON 30" X 30" X 12" THICK CONC, FOOTING UJI 3- 15 54R6 EACH U 4A 36 F.T. F05T ON 36" X 3�" X 12" THICK CONC, FOOTING UJI 3- # 5 5AR6 EACH U AY 42 F.T. F05T ON 42" X 4 :" X 12" THICK CONC, FOOTING JJI 4- 5 5AR6 EACH U AY FOOTING 51ZE5 545ED ON 100 p5I` 501L SEARING CAFACIFY E, I'SEN 51HEK14NO 10 UEKOEK VJ d COMMON OR 64V. KOX NKU IN I" 6KIK'4110 45 UNOUN � I" 0.0, IN AU 'RAMINO (F05, UCKINO, 51[[5) IT, 6 Yb' MINIMUM 1UICKNE55 WOW 01KU01UR4 PANEL 5VIRNO 1. 'OK KKNU 5KUC1(I1 NrEDID), KKNr ME5 5HAU KF K[OCKFO V 1x OR (2) ?x, � OCCUR VIHN 24" 0D MIK NEIV. F 2x K[OCKINO lU kl), [ACE NKI, V (I)16d UINQKd. �. 400151R4K HE NONN PER KLAN 5H1P50N NODU HOLD OOI N PER KLAN 9, %" W. ANCHOR 5011 V T MINIMUM [MBIN1. U�[ /6 x_ X_ K[Kr U 5[R MINIMUM (15r0 K55[M5[i) 10. 'OUNOQIION p[R PLAN 11, UN KININO HUR I[ NEEDED lU I0001 UIRKP III HOLM PER PLAN N E O RAMING PLAN �K16 Level DesgqLLC. S - ALL ZID IN CONTACT OIL CONCRETE TO H FREH5U E TREATED - 50FFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS FROVIDE 50LID 5LOCKING OVER SJFFORTS = ALL FOOTINGS TO REF ON a I6%RH; 50IL FROVIDE S�FFLESTAL 5EL1 SHEAR �ALLS A5 INDICATED ON FRAh1 NG FLAN FROVIDE 50LID FRAMING EQUAL TO THE OTH OF THE �NEM 5EING SuFFORTED (u.N,0) = FROVIDE COFi OF CONCRETE 1154TCH TICKET11 ON FE FOR REY& 5Y 5U01NG OFFICIAL IF AN ENGINEERED JOISF FLOOR FRAMING LAYOUT 15 FROVIDED 5Y TNT JOIST SuFFLIER, THAT J015F LAYOFF SHALL 6uFERZE THE J015F LAYOFF INDICATED IN THE FLANS, FROVIDE 1 =J015T LAYOUT X 5FEC5 ON 51TE FOR INSFECFION. APPROVED By John R Cif of Yelm of 8, 59 am, Mar 01, 2011 B �z A� w� W � U AeA A U1 a 1 " =z :z ii e o 11 G, iJ tl 0 ME h 51.0 SHEAR WALL NOTES TVPICk SHEFRWFLL NOTES I') qSE 5 8' DIG, 6Y Im' ANCHOR 50L15 (451S) WITH SINGLE PLA1E5 AND 5.8" DID, BY 14 GB'S 0H DOgB�E AND 3X PXE5 SP42C 45 541GaN ON iNE DRZMGS BB'S S4II NAVE 1' Of EMBEDMENT IN10 PoO11N�, SHALL 8E GENffRED IN iNE 51gD WG1l, AND 5NlLl PROJEGi iNRCUaN iHE 501101 Pl47 OF iNE WALL AND HAVE A 3664 Pl47 WASHER �,) ALL U)4LL SHEATHING SHALL �� LIZ" CDX PLYUJOOp, 518" TI1151DINC, OR 7116" 05� 11TH EXTERIOR EXPOSURE CLUE AND SPAN RATED "SR 2410" OR SETTER. ALL I'REE SHEATHING EDGES SHALL 5E 5LOCKED 0H 2X4 OR 2X6 FLAT 5LOC(NG EXCEPT D HERE NOTED ON THE DRk NGS OR 5EL1, 3,) ALL NAILS SHALL 5E �d OR IOd COMMON (�d COMMON NAILS MUST 5E 0,131 INCH DIAMETER, SENCO K2 NAILS ARE EQUIVALENT, IF IOd COMMON NAILS ARE CALLED I'OR THE DIAMETER MUST 5E 0,148 INCHES, SENCO MD23 NAILS ARE ElY4ENT), NAIL SIZE AND SPACING 47 ALL 5HE47HING EDGES SHALL 5E A5 REQUIRED 5EL1 OR A5 IN THE gRAUJINGS, NAIL SPACINGS SHALL qE 71 O,C, I'OR ALL I'IELD NAILING EXCEPT 45 NOTED, 4,) HOLD DOM ARE 5IMF5ON "STRONG TIE' AND SHALL DE IN5T4LLED PER THE MANUFACTURE'S RECOtM Np40N, EOUIV4LENT HOLD DOINS 5Y UNITED STEEL PRZ5u COMPANY "KANT -54G" THAT H4VE IC50 4PPROYAL CAN �E S4STITZED IN PLACE OF 5IMF5ON HOLD DONS, ALL FLOOR 51TEM5 MUST BE 5LOCKED 50LID 5ELl ?5ER T4T THE HOLD DOIN 15 4774CHED 70, THIS 5LOCK SHOU0 5E EQUAL TO OR L4RGER THAN THE M?15ER THE HOLD D1N 15 4774CHED TO AND 5E PLACED 45 411 145H 5LOCK 5.) ALL DOUBLE AND TRIPLE STUDS SHALL GLZ AND NAILED TOGETHER UJITH IOD'S 4T 3" O,C, FOR EACH L41R, ALL 4 STUDS ARE TO 5E DF AND ALL 6X STUDS ARE TO 5E 11 DF THEN USED I'OR HOLD DOM AND SHEAR UALLS, 6,1 ALL FASTENERS INCLUDING NUTS AND l AMR5 IN CONTRACT DJITH PRE55URE TREATED LUMBER SHALL 5E HOT=DIPPED EINC COATED GALVANISED STEEL, STAINLESS STEEL, SILICON �RONEE OR COPPER, I=ASTENERS OTHER THAN N41L51 TIMER RIVETS, XOD SCREUJ AND L4G SCRE 5H4LL 5E PERMITTED TO 5E OF MECN4NIC4LLY gEP0517ED ZINC C04TED STEEL IN ACCORDANCE 0H 45TM 5 6951 CLASS 55 MINIMUM, FASTENERS EXPOSED TO U EATHER MUST MEET THE REQUIREMENTS OF THE PRESSURE TREATING MANUF4CTU'S MINIMUM, IN ADDITON, THE CONTRACTOR 5H4LL COORDINATE CONNECTORII`ZENER C0436 REQUIREMENTS 0H RECOMM VN 101\5 I=RON CONNECTORFASTENER MANUFACTURER AND TYPE OF PRE56R TREATING CHEMICAL AND RETENTION 5EING USED. SEE SECTION 2304,9,5 OF THE 201515C FOR 4DDITION41- INFORMATION, SHEAR WA SCHEDULE iVPICk SHEFRWFLL NOTES ALL AND RCGf PRGMIN� LIMBER SNAIL 8E OR 5E11ER. 1fi SfiRAF� AfifiACNES To 1E) �k OR 4 S%DS IN WAILIL 450YE AND BELOW XE65 NOfiED CiNERWISE, NAIL ALL NOES 0N 8 SINKfR� SHEAR WALLS MARK CFLOUi �I SNVN714 NAILED 0N ed'S Ai 6' ON CENiER All EDGES. SNEAIING NAILED 0H �d"S 1;13' ON GENIER � ALL EPSE6 AND 4 OR bX 51VD5 AT PANEL E65E5, HOLD DOWN TAB E TVPICk HOMOWN NOTES li 15 iNE RESFONSIBIIIir O� iNE CNiRXiOR 10 LOCATE HOED DauJ ANCHOR Ali 10 ACGOt0DG1E ALL SiRVCiVR4L FR4MING, ANCHOR EM i0 BE La41EG NEARf511NE CORJER OR OFENN� A1 14E QED Of THE 54IEAR WALL. ALL fOVNG4110N VENTS 10 BE 4 MMIMMI OF 12' OF GEN1ER11NE Of 1bE ANCHOR E0L1 ON €I1N €R 51D €. NOLC1J 51gD i0 B€ GOXINGi €D lUliN 5N€DR WALL PANEL EDGE fRZN� REZRET1EN1 LARGER S%D 512E GONiR0L5 544iH11NG NAILED 0N 015 X16' ON GBJIER ALL ED6ES. � I'OR NOIDgllN ANCHOR 801 EMBEDSi GREa!R iHAi fOX40N DEPiN, iHIGKfN f001G I'OR 21=0' EIINER SIDE � HGLDM +WGNOR 80110 G DEPTH iNQi PROVIDES I'OR 3' CLEAR 5EL1 THE BOttOM OF THE ANCHOR BM. FPO'vIDE 1 pDDIfiIONAI 14 k 31-0' PECES 01' LCNGIfigDINAL MBAR Gfi fiNlS LOCafilON. HOLD DOWN SCHEDULE TYPE DESCRIPTION 0 NDU2 4114GNE5 i0 CONCRETE fOIMDAiION 0N 51M1`50N 551 5 16 NGU2 4114CNE6 10 DIXIBLE 2X 51VG5 OR 4 OR bX SiVD 0N (6) 51MP50N 5D51'4 X 3 WOOD SCRl5 IN WALL 450V€. 0 Nnp� l74GNE510 GONGREIE fOlMD40N WI1N 51M1`50N SSiB Z4 NDVS 41IAGHES 10 DOVBILE 2k SiVDS OR 4X OR 6X 51VD 0H 1141 SIM1`50N 5D91�4 X 3XOD SCREWS IN W4LL 45OvE 51Mp50N M51445 10 510 450YF i �rM OrOK 51MP50N M51449 10 AD IN AU MOW 1 5E UPPER FLOOR PLAN J - 1 D D 60001.E 0. 16' ROCK � 16 KOIN15 UPPER FLOOR RAMING PLAN � 2016 Level Design, ILC. SCALE: 141 =1'•0" � � • ALL DOORNJINDOW NEADER510 BE 6X8 DF"2 4T :X6 GEARING WAILS , UN.O., 6'•0" MAX. SEAN ALL DOOWWINDOW NEADER510 BE 4X18 7 AT 2X4 BEARINIs WuLLS, uNO., 6' -0" MGX SPAN PROVIDE FlREBLOCKIN� A5 REQgIRED PER I.RG. • WINDOW NE ^DERS ,416'•8" 460VE 5u8 FLOOR, AExrERioR watts TO eE 2x6 Ar 16� oc,, f � pl, - INTERIOR PARTITIONS i0 BE 2X4 AT 16' O.C. (2X6 e PLgMBING W4LLS) PROVIDE SUPPLEMENTAL J01515BLOCKING BELOW SHEAR UTALLS 45 INDICATED ON FRAMIN'a PLAN • PROVIDE 50LID fRZNG EQUAL TO TILE WID1N OF iNE MEMBER BEING SUPPORTED (U.N.O.) • FLOOR JOI615 AND 5E ?.M5 OF EIAL OR 5E11ER GAPAGIiT MAT BE 5u85111g1ED FOR THOSE SHOUM ON THIS PLDN,'EQUAL" 15 DEFINED 45 NAVINCs MOMENT CAFACIiI, SHEAR CAPAGiY, GNC SiIFFNE55 ulI1NIN 3% OF THE SPECIFIED J01515 OR 6E4. AIN F OOR PLAN APPROVED ByJohn R Cify of Yelm of 9;00 am, Mar 01, 2011 B z A � W A W � U A, A A U1 a e� o j� G G, �J IF h STRUCTURAL NOTES GENERAL NOTES: THESE STRUCTURAL NOTES SUPPLEMENT THE DRAUUNGS, ANY DISCREPANCY FOUND AMONG THE DRAONGS, THESE NOTES, AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ENGINEER, MHO SHALL CORRECT SUCH DISCREPANCY IN WTING, ANY ORK DONE BY THE CONTRACTOR AFTER DISCOVERY O5 SUCH DISCREPANCY SHALL BE DONE AT THE CONTRACTORS RISK, THE CONTRACTOR SHALL VERIFY AND COORDINATE THE DIMENSIONS AMONG ALL DRAONGS PRIOR TO PROCEEDING 01H ANY CORK OR FABRICATION. THE CONTRACTOR SHALL COORDINATE BETWEEN THE ARCHITECTURAL DRAONGS AND THE STRUCTURAL DRAUJINGS, THE ARCHITECTURAL DIMEN51ON5 ARE TAKEN TO BE CORRECT THEN IN CONFLICT KITH THE STRUCTURAL DR4N65. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND SHORING DURING CONSTRUCTION. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE PORTIONS OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE EXCEPT UJHERE NOTED DESIGN CRITERIA: LIVE LOAD = 40 P5F (FLOORS) HO PSF (DECKS) U5 P5F (UNOUJ) DEAD LOAD = 15 P5F (ROOF) IJ P5F (FLOOR) 10 P5F 041_1_5) 150 PCF (CONCRETE) PARTITION = 10 P5F (FLOORS) UJIND = U015 IBC EXPOSURE B 110 MPH EARTHQUAKE = U015 15C SITE CLA55 - D DESIGN CAT. = D U5E GROUP I R = 6.5 CD = A UJO T SAIL = 1500 P5F, ASSUMED BEARING CAPACITY TS PCF, A55UMED ACTIVE FLUID PRE55URE 350 PCF, A55UMED PA551YE FLUID PRE55URE 0.45, ASSUMED COEFFICIENT OF FRICTION 110 PCF, ASSUMED SOIL DENSITY CONCRETE � REINFORCING STEEL: ALL CONCRETE CORK SHALL BE PER THE 2015 IBC CHAPTER 19, TOLERANCES SHALL BE PER IBC CHAPTER I9, SECTION 01, MIXING, PLACEMENT, AND INSPECTION SHALL BE PER SECTIONS 03, 04, 05, AND 0t. ALL REINFORCING SHALL BE ASTM 4615 GRADE 60 EXCEPT 45 SHOUJN ON THE PLANS, CONCRETE SHALL BE IN ACCORDANCE KITH A51M 150, Ft = 2500 P51 � 2U DAY SLUMP = 4" MAXIMUM, Oro AIR ENTRAINED. STEEL: ANCHOR BOLTS SHALL BE ASTM 4301. CARPENTRY: 2X STRUCTURAL FRAMING SHALL BE 12 DOUGLAS FIR, 4X STRUCTURAL MEMBERS SHALL BE ? DOUGLAS FIR, 6X MEMBERS SHALL BE 11 DOUGLAS FIR, PROVIDE SOLID BLOCKING IN FLOOR 5Y51EM BELOW ALL BEARING BALLS AND POINT LOADS, UX JOISTS SHALL BE KILN DRIED AND STORED IN A DRY AREA PRIOR TO INSTALLATION. THE MOISTURE CONTENT OF ALL UJOOD SHALL BE LE55 THAN 15%® FLOOR JO15T5 SHALL BE BY BOISE CASCADE OR OTHER APPROVED MANUFACTURER, JO15T TO BE INSTALLED AND BRACED PER MANUFACTURERS REOUIREMENTS. ROOF TRU55E5 SHALL BE BY A PRE -APPROVED MANUFACTURER AND CONSTRUCTED ACCORDING TO THE SPECIFICATIONS OF THE TRU55 PLATE INSTITUTE. TRU55 SHOP DRAUJINGS MUST BE STAMPED BY A LICENSED ENGINEER AND BE ON 51TE AT THE TIME OF CONSTRUCTION. PRELIMINARY TRUSS DRAUUNGS MUST BE REVEUJED PRIOR TO CONSTRUCTION. IT 15 THE TRU55 MANUFACTURERS RESPONSIBILITY TO INFORM THE ENGINEER OF RECORD OF ANY CHANGES FROM THE PRELIMINARY TRU55 LAY =OUT, GIRDER TRU55E5 TO HAVE A MINIMUM OF BEARING 5T05 EQUAL TO NUMBER OF PLIES OF TRU55, ALL GIRDER TRU55E5 SHALL HAVE 51MP5ON HGT TIE 1301 AT EITHER END TO MATCH NUMBER OF PLIES. TRU55 MANUFACTURES ARE RESPONSIBLE FOR ALL BRACING OF THE TRU55E5 INCLUDING END UJALL BRACING AND ALL OTHER BRACING BETWEEN THE BUILDING AND THE TRU55E5 UNLE55 SPECIFICALLY SHO% OTHER05E ON THE DRAUUNGS. CONTRACTOR TO COORDINATE BRACING OTH ENGINEER OF RECORD 45 REQUIRED, GLUE LAMINATED BEAMS SHALL BE 241`4 FOR CANTILEVERED OR CONTINUOUS BEAMS AND U41`44 FOR SIMPLE 5PAN5. (FB = 2,400 PSI) (FV � 150 P50 (E = 1,b00,000 PSU (FCL = X50 P51) CONTINUOUS AND CANTILEVERED GLUE LAMINATED BEAMS SHALL NOT BE CAMBERED, ALL OTHER GLUE LAMINATED BEAMS SHALL BE CANTILEVERED FOR L40. 5EE THE FRAMING PLANS FOR ANY EXCEPTIONS. ALL MANUFACTURED LUMBER SHALL BE BY BOISE CASCADE AND HAVE THE FOLLOWING STRUCTURAL PROPERTIES. VERSA LAM (V1_) (FB = 2,U00 1351) (FV = W P51) (E = U,000,000 P51) (FCL = 150 P5) SHEATHING AT ROOF AND FLOOR SHALL BE LAID UJITH FACE GRAIN PERPENDICULAR TO SUPPORTS AND END JOINTS STAGGERED 4' -0" ON CENTER, PROVIDE Ili" SPACE AT PANEL EDGES 45 REOUIRED BY PANEL MANUFACTURERS. FL00R SHEATHING SHALL RE NAILED �" O.C. EDGES AND IU" FIELD UJITH 10D'5 AND ROOF SHEATHING SHALL BE NAILED �` O.C. EDGES AND IU" Of FIELD UJITH IOD'S UNLESS OTHERUJISE NOTED ON THE DRAUUNGS. BLOCK AND NAIL ALL HORIZONTAL PANEL EDGES AT DESIGNATED SHEAR UJALLS. ALL FASTENERS INCLUDING NUTS AND UJASHERS IN CONTRACT 01H PRE55URE TREATED LUMBER SHALL BE HOT -DIPPED ZINC COATED GALVANIZED STEEL, 514NLE55 STEEL, SILICON BRONZE OR COPPER, FASTENERS OTHER THAN NAILS, TIMBER RIVETS, UJOOD SCREWS AND LAG SCREUJS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPO5ITED ZINC COATED STEEL IN ACCORDANCE UJITH ASTM B 695, CLA55 55 MINIMUM. FASTENERS EXP05ED TO OTHER MUST MEET THE REOUIREMENTS OF THE PRESSURE TREATING MANUFACTURE'S MINIMUM, IN ADDITON, THE CONTRACTOR SHALL COORDINATE CONNECTOR/FASTENER COATING REQUIREMENTS UJITH RECOMMENDATIONS FROM CONNECTORIFASTENER MANUFACTURER AND TYPE OF PRE55URE TREATING CHEMICAL AND RETENTION BEING USED. 5EE SECTION Z304.9.5 OF THE U015 IBC FOR ADDITIONAL INFORMATION. HARD(UARE: ALL CONNECTION HARDWARE SHALL BE 5IMP50N "STRONG TIE CONNECTION HARDUJARE EXPOSED TO THE OTHER OR SAIL SHALL BE TREATED AS IN STEEL ABOVE. CAUTION: PLACE TRUSSES PER MANUFACTURER 5 RECOMMENDATIONS AND BRACE PER TRU55 COMPANY RECOMMENDATION, CONTRACTOR I5 RE5PON5IBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED FOR PLACING TRU55E5. NOTE THESE DRAWINGS DO NOT INCLUDE ANY TEMPORARY SHORING OR BRACING, PRECISE ENGINEERING RECOMMEND ALL SHORING AND BRACING BE DESIGNED AND DETAILED BY A L15ENCED ENGINEER, CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. *R, MONO 10555 a 45 prR *0. 5prc�, ROOF FRAMING P N � 2o16�eveioesip,Lc, SCAE: 141:1'-011 = ALL SEAMS AND FIEADERS TO 5E 6X6 ;F 1 AT 2X6 15E4RINC UJA1_1_5 U.N.O.6' =0" MAX. SPAN ALL H41 AND NEA;ERS TO 5E 4X10 DF AT 2X4 H41RINC UJALLS, U,N,O,, 61-011 MAX, BRAN = SHADED AREAS INDICATE OVER�R4MIN6, 2X6 6 24" O.C., U.N.O. _ H4RINC UJ41_3 ARE INDICATED 45 SHADED UJ41_1_5 - PROVIDE VENTED 5LOCKINC AT REQUIRED %551R4FTER SAYS ALL MAVAC%RED TRU55E5: 541_1_ NOT 5E MELD ALTERED 0N1T MN NEER'S APPROVAL 64LL DAVE DE5ICN DETAILS AND ;RAUJING� ON 51TE FOR FRAMING INSPECTION 541_1_ 5E INSTALLED AND BRAG €; TO MANUFACTURER'S SPECIFICATION 541_1_ CARRY MANUFACTURER'S STAMP ON EACH TRU55 - IF AN EN� NEERE; R00F FRAMING LAYOUT 15 PROVI ;E; 5Y TAE %H SUPPLIER, TEAT %R 5 LAYOUT SNA1_1_5UPER2 ;E TAE TRU55 LAYOUT IN; KATE; IN THE PLANS. PROVIDE %55 LAYOUT AND 5PEC5 ON 51TE FOR INSPECTION. PROVI ;E 501_1; FRAMING EQUAL TO THE �I ;TN OF THE MEMHR 5EINC SUPPORTS; (U.N.OJ IoNO tREE5 � ��` o.o. _R 16 �P[o5 IT �OMMON fi�U5U�5 � �4" 00. 6 V rpOOJ APPROVED By John R Cif of Yelm of 9, 00 am, Mar 01,1011 �z A A � W A W � U A, A A U1 a e� o �1 j' G G, iJ tl IF h 53.0 >z f e� o �1 j' G G, iJ tl IF h 53.0 (U (2) 1, (3)16d PER BLOCK I. BASE PLAIE NALIN6 3 UOR 5H5AtRN6 (5) PR SVS MALL (3) 5. REAM PER PLAN SCHEDULE 6, 3x OR PLiMOOD CLEAT EACH 3, ELOOK SH5A1HIN6 3, 1 -JOI5 PER KLAN A34 EACH 51D5 OR 51MP50N KD (4J (10) 4 50EID CON11NHOH5 RIM z j (5) 5, PROVIDE 14 BAR A116° z HORIEONIAE O.C. 6, b/811 DIAMETER ANCHOR 50E15 46 6. CONC, E0011N6 PER PLAN 9 ED6E NAILS Of, lNO, ON SHEAR MALL X (6) as SCHEDULE) V 1' MIN, EMBED, VERTICAL MI (5) � 51ANDARD HOOKS CENT T BEND5, NO if 551TIN6 0 PER`H11ND (1) a 6 0) 14 BARS CON11%U 50110M 3. ED65 NAILIN6 10,16d � 6" O.C. @�5u 7w'� 4° IVALL E0011N6 DRAINS MHSRE REQUIRED PER R*.1 1) 5HMAMN0 AND T) NALIN6 PER 3) SHEAKU Z SCHEDULE 2, 5455 PLA15 NAMING PER 51=10 EE SCHEDULE 3, SHEAR PANSE ED65 NALIN6 (4) 4 16d � c O.C. 5. DBL 10P PLATS 6, PL om a rOOR J0155 PER PLAN 1, 50EID CONIINUGHS RIM 6. UOR 5HEATHIN6 c; s® C ice— .XN: S URS LAN T P051 ' PLAN I. DBL ED65 NAILING ?, P[WI) 5H5AHRN6 3 RIDGE at 4, IRH55 PER PLAN 5, 5[OCKIN6 PER IRC IABLE RW,3d) Note (1) u I. BASE PJ41E NAMING PER 5HEAR MALL 5CHEDHES . UOR 5HEA1HIN6 3, 1 J0151 PER PLAN 4, zUP CONTINUOUS KIM 5, PROVIDE 14 BAR A116" 516" DIAMETWJ OR 50[15 -� 46" O.0 00 ON 5 R MALL 5CHEDUEE) V 1" MINN ED, 114�14'I y 51ANDARD HOOKS AEIERNAIS BENDS, NO M5155111N6 P5RMI115D 6 (2) 14 BARS CON11N6ou5 B011oM 5. ED6E NAILING 10.16d � 6" O.C.105 NAILS It I J0151 5LOCKIN6 Al PANSE ED65 INSlhll 1001]N6 PRGIN� WHERE R€GUIR €b PER RaO�J � �q �OUNp�fiION �1�M UJ��L �I� I -J015fi UJ L I. 5HEAH4N6 AND NAILING PER 51110411 SCHEDULE 54 PLATE NALIN6 PER 51=1441E SGHEDHLE 3 5HEAR PANEL ED6E NALIN6 4) 4. 10 � 6" O.C. IOEN4 5 DBL TOP PLATS 6. 1 J0151 BLOCKING AT PANEL ED65 1. 50EID CONIINUOUS RIM 6, EL00R 5H5AHRN6 5, 1 J0151 PER PLAN IR25 V R00[ 5HEA1HIN6 PER PLAN 3 3x 3L000610M NAILED 10 PLA15 V (3) 5d NAILS (or. U OR A1IACHED V (1) SIMP50N RBC PER BLOCK (OPI.1) F, I 3.51)65 Nkl% 4.51MP50N H3b � EACH 1R65 INSTALLED PER ME6. SPECS, 5, 2x 5101) MALL OR BEAM PER PLAN �IMf�GN R5C Mil 6r DUi €� � If 01`50N NI IS 51B51liV€G � [OR H'h� EACH IRVSa(OPI� �IU bolts to be iothe 113aflhe PER PLAN BLOCKING Ki JOI51 MER I. EP6E NAJIN6 3, UOR 5HEA14% 3 J0151 HANGER PER JO151 SHPPLIER 4.1 J0151 PER PLAN 5, MOOD BEAM PER PLAN 1 EDGE NAILING ?. CONTINUOUS EASCIA MHH (J) IOd NAILS PER J0151 3, 3x4 OUTRIGGER I31 OR 05 (II FROM EXTERIOR MALL'S 461 (2) O.C. (MORE 1HAN 13" FROM EXTERIOR MALL e 24" O.C) 4. 565 NAH,5 PER 5HEAR (3) MALL SCHEDULE 5 210d 10ENAIL OHILOOKEK (4) IHRU 1KU55 (OHILOOKER 16) (5) EXIENDIN6 MORE 1HAN 13" [ROM (61 EXIEKIOK MALL 055 434 MIN.) (51 6, GABLE END 1KU55 5H5A1HIN6 (11 AND NALIN6 PER SHEAR(UALL SCHEDULE FOR MALL BELOM 1. 16d � 6" O.C. 5011011 TRH55 CHORD 10 CONIINUOUS (I0) (4) BACKER BOARD 6. 0x4 BRAG � TX, ALON6 GABLE V 51MP50N 5 CLIP EACH END of BRAG H IR45r PER PLAN IO.3x BACKER BOARD SECURED 1010P KAI M11H 16d NAJS �451 UL� US 5441HIN6 � NALIN6 PER 5HEAKMAJ[ 5CH5DULE ?. [DU NAILS 3. EINISH GRADE OR SLAB 45 OCCURS 4. PROVIDE 14 BAR A116° ) HORIEONIAE 0.0. 5 M, � 3411 aC VERTICAL 111 51ANDARD HO00 ALTERNATE REV, NO M515Ett% PERMUTED 6, CONC, VIE 1, TKEAISD 51LL PLATE 6 516" DIAMETER ANCHOR 130E15 461 Of, (U.N O ON SHEAR MALL SCHEDULE) MIT" MIN EMBED, 6, CONCRETE E0011N6 V 6" STEM MALL PER PLAN q INSIall 1001lN6 GRAINS UR€ R €GVIR€G PER k4m51 F V[ 000 SfiuD U1�1� �0011Nr E iii I. 5HEA1HIN6 AND NAILING PER SHEAKMALL SCHEDULE 2. 54 PLAT NAUN6 16d A16" 0.G 3, ED6E NAIL 4. BEAM PER PLAN 5.1 JO151 PER PLAN 6, JOF HANGER PER J01515uPPIIER 1, UOR 5HEA14N6 PER PLAN at � t L IT COLUMN �. G01 MN OH55 DRHCKEI 10 PED5I4E OR IOO11N6 A5 NEEDED 3,13 ID5 A110" O.G. At 51514 H. W 1q D11-5 011 41 -1 AIE REND FOR P5D514 S, HNISN 6KAD5 OR CONISFE SEAS IH R5 OCCURS O Vi SQUARE CONCK515 PEDE54[ (01311ONAu 1. CONCRETE 0036 O 3 -14 BARS EACH W H. ARCHHECIURAL COVER, 555 ARCHHECIURAL DRAUJIN65 FOR ADDITIONAL N1OKMZION I. 5HEAIHIN6 AND Nk% PER SHE 41= SCHEDHLE 3. 5455 PLA15 NALIN6 16d AT 6" Of 3, EDGE NAIL 4. REAM PER PLAN 51 J015T PER PLAN 6. J0151 HANGER PER J01515UPPLIER 1, 11-00R KAHL% 5. ) X 6 BLOCKING V (4) 16d NA ,10 6E13 Z A� 5EA� 5LI Z JOF A� 5EZ 5LI V[[ JS �.L� APPROVED By John R Cify of Yelm of :00 am, Mar 01, 2011 �z W � W � U A, A A U1 4 Q �7� z � �z I mm 1, (3)16d PER BLOCK 3 UOR 5H5AtRN6 4. 1 J01515 PER PLAN 5. REAM PER PLAN 6, 3x OR PLiMOOD CLEAT EACH 51DE OR 51MPSON BC PO51 CAP 1, 4 OR 6x P.1. P051 MI 51MP50N A34 EACH 51D5 OR 51MP50N KD POST BA55 z j fl 6. CONC, E0011N6 PER PLAN 9 ED6E NAILS I. EP6E NAJIN6 3, UOR 5HEA14% 3 J0151 HANGER PER JO151 SHPPLIER 4.1 J0151 PER PLAN 5, MOOD BEAM PER PLAN 1 EDGE NAILING ?. CONTINUOUS EASCIA MHH (J) IOd NAILS PER J0151 3, 3x4 OUTRIGGER I31 OR 05 (II FROM EXTERIOR MALL'S 461 (2) O.C. (MORE 1HAN 13" FROM EXTERIOR MALL e 24" O.C) 4. 565 NAH,5 PER 5HEAR (3) MALL SCHEDULE 5 210d 10ENAIL OHILOOKEK (4) IHRU 1KU55 (OHILOOKER 16) (5) EXIENDIN6 MORE 1HAN 13" [ROM (61 EXIEKIOK MALL 055 434 MIN.) (51 6, GABLE END 1KU55 5H5A1HIN6 (11 AND NALIN6 PER SHEAR(UALL SCHEDULE FOR MALL BELOM 1. 16d � 6" O.C. 5011011 TRH55 CHORD 10 CONIINUOUS (I0) (4) BACKER BOARD 6. 0x4 BRAG � TX, ALON6 GABLE V 51MP50N 5 CLIP EACH END of BRAG H IR45r PER PLAN IO.3x BACKER BOARD SECURED 1010P KAI M11H 16d NAJS �451 UL� US 5441HIN6 � NALIN6 PER 5HEAKMAJ[ 5CH5DULE ?. [DU NAILS 3. EINISH GRADE OR SLAB 45 OCCURS 4. PROVIDE 14 BAR A116° ) HORIEONIAE 0.0. 5 M, � 3411 aC VERTICAL 111 51ANDARD HO00 ALTERNATE REV, NO M515Ett% PERMUTED 6, CONC, VIE 1, TKEAISD 51LL PLATE 6 516" DIAMETER ANCHOR 130E15 461 Of, (U.N O ON SHEAR MALL SCHEDULE) MIT" MIN EMBED, 6, CONCRETE E0011N6 V 6" STEM MALL PER PLAN q INSIall 1001lN6 GRAINS UR€ R €GVIR€G PER k4m51 F V[ 000 SfiuD U1�1� �0011Nr E iii I. 5HEA1HIN6 AND NAILING PER SHEAKMALL SCHEDULE 2. 54 PLAT NAUN6 16d A16" 0.G 3, ED6E NAIL 4. BEAM PER PLAN 5.1 JO151 PER PLAN 6, JOF HANGER PER J01515uPPIIER 1, UOR 5HEA14N6 PER PLAN at � t L IT COLUMN �. G01 MN OH55 DRHCKEI 10 PED5I4E OR IOO11N6 A5 NEEDED 3,13 ID5 A110" O.G. At 51514 H. W 1q D11-5 011 41 -1 AIE REND FOR P5D514 S, HNISN 6KAD5 OR CONISFE SEAS IH R5 OCCURS O Vi SQUARE CONCK515 PEDE54[ (01311ONAu 1. CONCRETE 0036 O 3 -14 BARS EACH W H. ARCHHECIURAL COVER, 555 ARCHHECIURAL DRAUJIN65 FOR ADDITIONAL N1OKMZION I. 5HEAIHIN6 AND Nk% PER SHE 41= SCHEDHLE 3. 5455 PLA15 NALIN6 16d AT 6" Of 3, EDGE NAIL 4. REAM PER PLAN 51 J015T PER PLAN 6. J0151 HANGER PER J01515UPPLIER 1, 11-00R KAHL% 5. ) X 6 BLOCKING V (4) 16d NA ,10 6E13 Z A� 5EA� 5LI Z JOF A� 5EZ 5LI V[[ JS �.L� APPROVED By John R Cify of Yelm of :00 am, Mar 01, 2011 �z W � W � U A, A A U1 4 Q �7� z � �z I mm