2101 LEXINGTON AVE 2020 Plans 2022-11-02

seal: FOUNDATION • DESIGN 15 BASED ON 2015 INTERNATIONAL RESIDENTIAL CODE ® DE516N LOADS: SOIL 1,500 P5F ALLOWABLE BEARING PRESSURE • CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 2,5 DAYS, U.N.O , P6 = 5,000 psi: .__.. FOUNDATION WALL5 3,000 p5I. _.__ FOOTINGS 2,500 p I: _... INTERIOR SLABS ON GRADE 3,500 p51: --.:-- GARAGE � EXT. SLABS ON GRADE ry = 60,000 psl ® ALL CONCRETE EXF05ED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR BELOW FF05T LINE, CONSULT SOILS REPOT/ LOCAL MUNICIPALITY FOR MINIMUM DEPTH BELOW GRADE. ® FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR 15% COMPACTED FILL. ® PROVIDE GONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (15'-0" 0.6) • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED HEM FIR f�`2. • BUILDER TO VERIFY GORR0510WRE515TANGE COMPATIBILITY OF HARDWARE T FA5TENERS IN GONTAGT vV PRESERVATIVE -TREATED WOOD. CONTACT LUMBER � HARDWARE SUPPLIERS TO COORDINATE. ® ARGH/BUILDER TO VERIFY ALL DIMENSIONS THE 5TRU6TURE IS DESIGNED TO BE SELF 5UPPORTING AND STABLE AFTER THE BUILDING IS FINISHED AND ALL PLAN, DETAIL, AND NOTE SPECIFICATIONS HAVE BEEN COMPLETED. IT 15 THE G0NTRACTOR'5 SOLE RE5PON5I13ILITY TO DETERMINE THE ERECTION PR'06EDURES AND 5EQUENGE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. TH15 INGLUDE5, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY SHORING, 5HEETIN6, TEMPORARY BRACING, 6UY5, AND TIE-DOWN5. GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED TO STABILIZE AND PROTECT EXISTING AND AD -]AGENT 5TRUCTURE5 AND SYSTEMS DURING COURSE OF DCMOLITION AND GON5TRUGTION OF THE PROJECT. 5TRUGTURAL DESIGN AND 5PEGIFIGATION5 A55UME THAT ALL 5UPPORTIN6 AND NON -SUPPORTING ELEMENTS IN CONTACT WITH FLOOR FRAMING ARE LEVEL, INCLUDING, BUT NOT LIMITED TO; FOUNDATIONS, BLABS ON GRADE, BEAMS, WALLS, AND NON -BEARING ELEMENTS. IT 15 THE GONTRAGTOR'S RESPONSIBILITY TO VERIFY LEVELNESS AND MAKE ADJUSTMENTS AS NECESSARY, INCLUDING CONSIDERATION OF TH05E AREAS THAT MAY V41THIN CONTRACTUAL, INDUSTRY, OR WARRANTY TOLERANCES. 5I6N P696MCIL rTfHTELATERAL 15 BASED ON 2015 INTERNATIONAL RESIDENTIAL CODE WITH DE516N COMPLETED PER 2015 IBC (SECTION 160-1) d -A56E T-IO AS PERMITTED BY R301 1 3 OF THE 20I5 IRG ® MOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD GONSTRUGTION"' - LATEST EDITION. 6ENERAL FRAMINQ • ALL FRAMING LUMBER SHALL BE KILN DRIED TO 15% MG ® FASTEN ALL BEAM5 TO GOI_UMNS w/ (4) 31'x0.131" TOENAILS (MIND, TYP.U.N.O. ® ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: * L5L MEMBERS - Fb=2325 P51; Fv=310 P51; E=1.55x10'6 F51 * LVL MEMBERS - Fb=2600 PSI; Fv=255 P51; E-2.OAO'' PSI GLB MEMBER5 - Fb=2400 P51; Fv=265 P51; E=1.8x10A6 P51; DF/DF ® ENGINEERED LUMBER POSTS TO MEET OR EXCEED THE FOLLOWING: ® LVL MEMBERS - Fb=2400 P51; Fc11=2500 P51; E=1 ,5x10'6 PSI ® FAGE NAIL MULTI -PLY 2x BEAMS & HEADERS M/ 3-ROW5 OF 3"0.131" NAILS (MIN) @ Iz" O.G. 5TAOGERED. APPLY NAILING FROM BOTH FAGE5 @ 3-PLY OR MORE GONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 � 2x8 MEMBERS- ® ALL MEMBERS SPECIFIED A5 MULTI -PLY 15/'4" SHALL BE FASTENED TOGETHER PEP MANUFACTURER. EQUIVALENT WIDTH 501 ID MATERIAL MAY BE USED AS EQUAL. ® REFER To ;IRG FA5TENIN6 SCHEDULE TABLE R602.36U FOR ALL CONNECTIONS, TYP. U.N.O. P,O0F FRAMING • ROOF SHEATHING SHALL BE SUNTUF CORRUGATED PANELS (OR APPROVED EQUAL). FASTEN To FRAMING MEMBERS PER MANUF. RECOMMENDATIONS BLOCKING SHALL BE INSTALLED AS R EOUIRED TO LIMIT ROOF 5HEATHIN6 SPANS TO 24" MAX. ® PROVIDE (2) SIMPSON' SDWG15600 SCREWS AT FLUSH d DROPPED DEAM5 IN THE ROOF - AT ALL BEARIN6 POINTS =0 KG'- NAY 2011 GRAVITY DE51611 LOAD5: DEAD LOAD (FSF) HOOF RAFTERS � PANEL5 : 10 LIVE LOAD (PSF): OOF : 20 SNOW LOAD: GROUND SHOW LOAD (Pd (P5F) : 25 FLAT ROOF SNOW LOAD (PO (PSF) : 25 SNOW EXPOSURE FACTOR (C.) : 0A 5NOW LOAD IMPORTANCE FACTOR (1) : I.0 THERMAL FACTOR (60 : 1.2 LATERAL DE516N LOADS: WIND LOAD: (IBC h0q) SPEED Mit) (MPH) : 110 WIND RISK CATEGORY : II IMPORTANCE FACTOR EXF05URE CATEGORY: INTERNAL PRF55URE GOEFF. (6rd : i I� TOPOGRAPHIC FACTOR (K 0 LO 5EI5MIG LOAD: (IBC 1613) SEISMIC R15K GA TEGORY : 5EISMIC IMPORT ANOFF FACTOP (ICJ 1.0 MAPPED 5PEOTRAI RESPONSE 55: 1.374 51 0.523 SITE CLASS : D SPECTRAL RF_5PON5F GOEFF.: 5 5: 0.1116 So, , 5-5 5EI5M1G DESIGN GATE60R Y D BA51C SEISMIC -FORGE -RESISTING- �'S : GANTIL EVERED TIMBER 7057 ULTIMATE BASE SHEAR. TRANS: 2 F LONG: 2 < 5E15MIG RESPONSE GOEFF (6� : TRANS: 0.611 LON(7: 011 RESPONSE MODIFICATION f G!CR (R TRANS: 65 LGNG- o ANALY515 PROGEDI[jRE USED: EQUNALENT 1 ATEP.AL FORE J 4X4 POST 5IMP50N MPB44Z POST BASE I " STAND OF J D S > D D > i c DD Vl: •'l'�.� yJ .D m •i � I r POSTS TO BE FULL HEOHT AND POCKET THROUBH LX 5T► NS ROOF AS RLO'D yOF -FRAKN6 PLAN SCALD, 1/2"=1'-0` 2" TYP. NOTE: ALL M.T. LUMBER 15 A55UMLD TO BE HEM -FIR #2 OR BETTER, BUILDER RESPONSIBLE FOR 5LGGT NO APPROPRIATE SPECIES IF HL #2 15 NOT USED. =ASTEN POSTS TO GALL N/ (1) Y4''x6'' _ON6 51 MP5ON 55 SGREN @ 121, O,G :"ROV DL 2x BLOCK NO IN EXT. NAL, #\5 REO'O, i FASTEN TO ADJACENT �5TUD5 w/ N.151"O` LONG TOENAILS AT EACH 51DE (NO FTS. OR POST 3A5E REG'D) (TT/P. @ 3 ) PROVIDE 2x4 HORIZONTAL BLOCK I NCB BETOELN RAFTERS @ 24'' O.G. FASTEN EA END OF BLOGK NO TO RAFTERS KITH (_-:3) 0. - `0` TOENAIL5. FASTEN CORRUGATED PANELS TO RAFTERS 4 BLOGK NO PER MANUF, RECOMMENDATIONS, 4x4 P.T. MOST w/ 5 MMSN BG4 GAM � MPB44Z BASE ON I'x b I' GONG. FTO TO 011 DLLM (SEE DTL A/5- .0 FOR ML NL . INFO) (TYP . @ 4) ,647 ASI>y U copyright! M Structural ngineerinq, Inc. r x° 1111 date, MIA "§ sheet: Ld -T Sfi Efi I L 50AL : 1/2`a1'-0" i zF F �` M I J x m..