8810 EMERSON PL 2023-09-26 - Laserfiche WebLink

E, -N° Qa - o • ' NERGY CODE GENERAL 6L,N , ~N D L. goi ao=? u Zk'rcz o5io co ��O_� _'�g CODE _ N� KKep Wrn 201L �� ALL REQUIREMENTS OF THE 2018 INTERNATIONAL BUILDING CODE/ INTERNATIONAL ;,F =m -"`poil '"1w 2015 UJASHINGTON STATE ENERGY CODE CUJ.S.E.C.) _ vg000= PRESCRIPTIVE REQUIREMENTS FOR GROUP R --AN RESIDENTIAL CODE, ALL APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION gW g,wzgs'w=wg CLIMATE ZONE 1 omE SHALL BE FOLLOWED. © F inni§ 10 9 2 3 12 4 4 6 BUILDING 14 0 OPTION GLAZING GLAZINGU-FACTOR DOOR CEILING VAULTED WALL WALL- WALL- ' OOR SLAB CONSTRUCTION TYPE: VN SEISMIC ZONE: D AREA: U-FACTOR CEILING ABOVE INT. EXT. ON %OF 11 GRADE BELOW BELOW GRADE OCCUPANCY GROUP: R-3 WIND SPEED: 100 MPH In FLOOR VE' CAL OVERHEAD GRADE GRAD FIRE ZONE: 3 EXPOSURE CATEGORY: B 0 W. UNLIMITED 0.40 0.58 0.20 R-49 R-30 R 21 R 21 R-38 R-10 0 k. GROUPR3 CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION % OCCUPANCIES CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT IN 0, ONLY CONNECTIONS HAVE BEEN MADE. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY ALL k1 DISCREPANCIES TO THE ARCHITECT AT THE TIME THEY ARE NOTED. DIMENSIONS TAKE S �I I , PRECEDENCE OVER SCALED DRAWINGS., • I • � w 0. NOMINAL R- ALUES A -E • - WOOD FR• E AS EMB IES 0 -- AS EMBL I S BUILT IN SITE WORK h ACCORDANCE U 10�CT,I N 0_ OF E.G. , ^41 S Q1 I. MINIMUM REQUIREI'TEIQTS E • ION LISTS - A / , - - ---OSED DESIGN GENERAL `' `� ql HAS A GLAZING RATIO TO THE CO •ITIONED FL OR A A OF 13%, IT SHALL COMPLY WITH • UNLESS A SOILS INVESTIGATION REPORT BY A LICENSED SOILS ENGINEER IS PROVIDED, THE O U ALL OF THE REQUIREMENTS OF THE % GLAZING OPTIC, (OR HIGHER). PROPOSED DESIGNS FOUNDATION DESIGN IS BASED UPON AN ASSUMED AVERAGE SOIL BEARING CAPACITY OF ';`I ' RI WHICH CANNOT MEET THE SPECIFIC -EQUIREMENT OF A LISTED OPTION ABOVE MAY 2,000 PSF. EXTERIOR FOOTINGS SHALL BEAR 1'-6" MINIMUM BELOW FINISHED GRADE. • ( � t Z CALCULATE COMPLIANCE BY CHAPTERS OR 5 OF TH- .S.E.C. ALL FOOTINGS TO BEAR ON FIRM, UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. 00 ALL BACK FILL MATERIAL SHALL BE THOROUGHLY COMPACTED. FOUNDATION VENTS SHALL • �" v 2. REQUI NT AP T CEILfS EP G - AFTER OR J T vA, rED CEILINGS. NOT INTERFERE WITH DIRECT LOAD PATH OF COLUMNS. �^ V 3. REQUIREM A LICA ONCY TN' + t .I T VAULT L NGS. Mi 4. BELOW GRADE WALLS SHALL BE INSULATED I E- ON THE EXTE OR 0 A MINIMUM LEVELIA ®��CONCIETE v `� OF R-10, •- - N THE 1 TERIOR 0 E S• L EL AS L S ABOVE R E. XTERIOR 4 Q INSULATIe I. ' L ON BELd 01- •= i:.=LL5 L E TER S GENERAL MINIMUM MANUF• .- • IT'S INT w• -5, Ali. ,S E TOT E SPECIFIC- 10 ION 6* � �=,° .S.E.C: GLASS AND USE F'C SLUMP SACKS / C.Y. � A. FOOTINGS 2500 3 - 4 5-1/2 4 _ B. SLABS ON GRADE 2500 3 - 4 5-1/2 _ 5. FLOORS OVER CRAWL -- O- - OSE TO BI ONDITIONS. H ICI b NW 1. AIR ENTRAINING AGENT (3% TO 6%)TO BE USED IN ALL CONCRETE FLAT WORK EXPOSED TO WEATHER ® 0 6. REQUIRED SLAB -(-: 41 - le -DATER RESISTANT MATERIAL, 2. POSSOLITH 300 SERIES (4 oz. PER 100* OF CEMENT) TO BE USED IN ALL CONCRETE. 4 L) MANUFACTURED FO- IT'S NTEN' D, •ND IN TALLED ACC•-DING TO THE MANUFACTURER'S 3. MIX MAY SE DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF THE IBC/IRC. H SPECIFICATIONS. SEE SECTION - J2.4 OF THE W.S.E.C. 4. WATER TO CEMENT RATIO PER THE IBC/IRC. 9. DOORS, INCLUDING ALL F -E DOORS, SHALL BE ASSIGNED •EFAULT U-FACTORS FROM REINFORCING STEEL 44 r4 4Z TABLE 10-6C OF THE W.S.E.'. 4 z Z ASTM A615 GRADE 40, REINFORCING STEEL DETAILS SHALL BE PREPARED BY AN EXPERIENCED /P0 10. WHERE A MAXIMUM GL• NG AREA IS LISTED, THE TOTAL GLAZING A A (COMBINED VERTICAL APPROVED DETAILER AND CONFORM TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. PLUS OVERHEAD) AS PERCENT OF GROSS CONDITIONED FLOOR A-= • SHALL BE LESS THAN CONCRETE COVER OF REINFORCING STEEL OR EQUAL TO THAT ALUE. OVERHEAD GLAZING WITH U-FACTOR OF 0.40 OR LESS IS NOT INCLUDED IN GLAZ AREA LIMITATIONS. 3" CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH. 1-1/2" CONCRETE EXPOSED TO EARTH OR WEATHER II. OVERHEAD G ZING SHALL HAVE U-FACTORS DETERMINED IN ACCORDA E WITH NFRC 100 1-1/2" BEAMS AND COLUMNS NOT EXPOSED TO EARTH OR WEATHER. CO OR AS SPECIE D IN SECTION 502.1.5 OF THE W.S.E.C. 3/4" SLABS AND WALLS NOT EXPOSED TO EARTH OR WEATHER N 12. LOG AND •OLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.- ' ARE EXEMPT FROM T - INSULATION REQUIREMENT. CAR E��I`}��T l'Y i o Q4 THE FOL •WING WALLS ARE CONSIDERED TO MEET R-21 WITHOUT ADDITIONAL DOCU ' NTATION GENERAL ct PER S- TION 602.2 OF THE W.SE.C.: ' - A 2x6 FRAMED AND INSULATED WITH R-21 FIBERGLASS BATTS. ALL FRAMING SHALL COMPLY WITH THE APPROPRIATE SECTION(S) OF THE IBC/IRC. w N ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. ;"'' 2x4 FRAMED AND INSULATED WITH R-I5 FIBERGLASS BATTS PLUS R-4.0 FOAM SHE•'HINGE -' O 4' � G. 2x4 FRAMED AND INSULATED WITH R-13 FIBERGLASS BAITS PLUS R-50 FOAM SHEAT NG. S' MINIMUM CLEARANCE BETWEEN WOOD AND EARTH. U' c� 12' MINIMUM CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. Q ry-i 00 W rI IS MINIMUM CLEARANCE BETWEEN FLOOR JOISTS AND EARTH. Data Jan.21 2020 Drawn By: JMP Sheet Number CITY OF EVERETT A5 REVIEWED FOR PERMIT r