8509 8TH AVE W 2016-01-01 MF Import

DESCRIPTION ❑F PROJECT i ST00.Y (360 SF) RESI�ENTIAL AUDITION LICHT FRAME CONSTRUCTION LOCATED IN EYERETT, WASHINGTON • CGDES: IRC (Y006 HESIOENTIAL BUILDINC CODE) WAC 51-40 (WSEC) WASHINCTON STATE ENERCY CODE • OCCUPA710N CUSSIFICATION (SECiION 310): R3 • BUILUING HEIGHT (TABLE 503): ALLOWABLE: 3 S70PIE5 ACTUAL: i STORY • BUILDINC AREA (TABLE SOi) ALLOWABLE: UNIIMITEO ACTUAL: ' T'PE OF CONSTRUC710N (TABLE 503): V—B PROJECT N�TES t) CONTR.CroR SHALL COMPLY WITH ALL APPl1CABLE CODES, REGULAilONS, ORDINANf,ES, E1C. 2) CONIRACTOR SHALL FIELD VEflIiY ALL E%ISTING CONDITIONS, SITE ELEVATIONS, AND IIIHEN510N5 PRIOR TO ANY COHSTRUCTION. 3) WALL DIMENSIONS ARE TAKEN FROM THE FACE OF FlNISH WALL I1NLE55 NOTED OR SHOWN OTHERWISE. !) AL� LABOR, MATERIAlS 3 EOUIPYENT SHALL COHFOPM 70 THE IFC (INTENNATIONAL RESIDENTIAL CODE) AND ALL OTHER APPLICABLE CODES. 5) ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRES5URE TREATED 6) CONTRACTOR TO COMPLY WITH ALL OF THE FOLLOWING CODES: 2006 INTERNA710NA1 RESIDENTIAL CODE (IflC) 2006 INTERNATIONAL IIECHANICAL CODE (IMC) 2006 NATIONAL ELECTRIC CODE (NEC) 2006 UNIFOpM PIUMBING CODE 2006 INTEFNATIONAL F;RE CODE WAL 51—t0 WA.STATE REGUUTIONS FOR BARRIER—FREE FACILITIES WA.STATE ENERGY COUE AND VENTILA710N AND INDOOR AIR OUALITY CODE. 7) DEFERRED DOCUYENTS: ELECTRICAL W.S.E,C. PRESCRIPTIVE RE[�l. HEA7ING TYPE: INSUUTION: WALLS: R-21 CEILING: R-3B UNUER FLOOR: R-30 SUB ON GRADE: R-10 WINUOWS: 0,40 U—VALUE 15T: OOUBLE GLAZED DOORS: 0.20 U—VALUE CAULK AFOUND E%7ERIOR DOORS AND WINDOWS �WNER A. ANBAR 5224 10/TH 5T. SW MUKIL7E0, WA 98275 GEI�SERAL NOTES THESE STFUC7URAL NOTE:S SUPPLEAIENT THE DRAWINGS. ANY DISCREPANCY FOUHD A40NCTHE DRAWIN�S, THESE NUTES, AND iHE SITE COHDrtI0N5 SHALL BE REPORTED TO THE ARCMITtCT, WHO SHALL CORREGf SUCH DISCREPANCIES II WRITINC. ANY WORK IIONE tlY THE CONTRACTOR ARER UISCOVERY OF SUCH DISCREPANCY SHALL BE UONE AT THE CONTRACTORS RISK. THE CONTRACTOR SHALL VEfiIFY AND COORDINATE THE DINENSIONS AYONG ALL DRAWINCS PRIOR 70 PROCEEDINC N'ITH ANY WOPK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACINC AND SHORING UUNING LON3fRUCITON. ALL CONSTRUCTION SHALL CONFORM TO TNE APPLICABLE POR710N5 OF THE LATEST EDITION OF THE INTERNATIONAI RESIDfNTIAL CODE EXCEPT WHENE HOTED. DESIGN CRITERIA: 1) LIVE LOAU = l5 PSF (FLOOR) = 25 PSF (SNOW) 2) DEAD LOAU = 15 PSF (ROOF R FI,OOR) = 10 PSF (WALL) = 150 PCF (CONCRETE) 3) WIND = E%POSUNE O80 MPH 4) EAR7HOUAKE = SEISYIC USE GROUP 1 SEI5111C SRE CUSS D DESIGH CATECORY D 5) SOIL = 1500 PSF, ASSUMED BEAFING CAPAqTY 6) BUILDINC HEIGHT = 35' MA%. CONCNETE h REINFORCINC S7EEL• ALL CONCREfE WORK SHALL BE PER THE: 1) IBC CHAP7ER 19. TOLERANCES SHALL BE FER IBC CHAPTER I9. SECTION 1905 MI%ING PLACEMENT 2) ALL REINFORCINC SHALL BE ASTM A615 GRADE 6� EXCEPT AS SHOWN ON PLANS. 3) CONCREfE SHALL BE IN ACORDANCE WITH 15TM 150. Ic = 2500 P51 O 2B DAY SLUMP = 4' MAXIMUM, 6% AIR EHTRAINE� STEEL• 1) ALL STEEL SHALL BE ASiM A992 EXCEPT d5 HOTED 2) ALL BOLTS SHALL BE ASTM A325, EXCEPT AS NOTED 3) ANCHOR BOL75 SHALL 9E ASTM A307 CARPENTRY: 1) STRUCTUpAL FRAYINC SHALL BE HEM—FlR 2) 6% BEA115 SHALL BE /1 UOUCUS FIR. 3) 2X J015T5 SHALL BE KILN �RIED AHD STO�7ED IX A DaY AREA PRIOR TO INSTAW710N. 4) ROOF TRUSSES SHAII BE BY A PRE—APPRnVED MFG. AND CONSTNUCTED ACCORDIHC TO THE SF�. SIFICATIONS OF 7HE SRU55 PUTE INSTITUTE. TRU55 MFG. ARE NESPONSIBLE FOR ALL BMCINC OF THE TPUSSES INCUIDING EHO WALL BRACINC AND ALL OTHER BRACINC BENIEEN 7HE BUILDING AND THE TRUSSES UNLESS SPECIFICALLY SHOWN OTHERilISE ON THE DRAWINCS. 5) PLYW000 SHALL BE NAILEO 6'O.C. EDGES AND 12" O.C. FIELD W/ tOd'a UNLESS OTHERWISE NOTEU ON DRAWINGS. 6) SEE FASTENING SCHEDULE TABIE 230t.9.1 (IBC) HAR�WARE: ALL CONHECTION HARDWARE SHALL BE 514P=(IN �STRONGTIE'. CONNECTION HARDWARE EXPOSEO TO THE WEATHER OR SO�L SHALL BE TflEATED AS IN STEEI ABOVE. PARCEL � ❑D5762❑OD0�3�❑