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TABLE 1 1. 911VIRUP REQUIREDTI UST RA TES <br />AREA TO BE VEN 17LA TED VENTILA TION RA TES <br />KITCHEN 100MV INTERMITTENT OF 25 CFV CONTINUOUS <br />BATHROOMS --TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50CFU <br />TV TER41TIENT OF 20 CFM CONTINUOUS <br />UNLESS THERE IS OPERABLE WINDOW BA THROOMS AND TOILET ROOMS REQUIRE UECHANICAL VENTILATION TO EXHAUST AIR DIRECTLY TO THE OUTDOORS. <br />THE IRC PROHIBITS THE RECIRCULA TING OF THE EXHAUST AIR WITHIN THE DWELLING VENTILA TION RA TES MUST COPPL Y WITH MBLE 12-1 (REF, P2507) <br />0503.4 MAKEUP AIR REQUIRED, <br />EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400CFU SHALL BE PECHANICALLY OR NATURALLY PROVIDED WITH UAKE UP AIR AT A <br />RA TE APPROX/MA TEL Y EQUAL TO THE EXHAUST All? RA TE SUCH MAKE UP AIR SYSTEMS SHALL BE EQUIPPED WITH NOT LESS THAN ONE DAMPER. EACH <br />DAMPER SHALL BE A GRAVITY DAPPER OR AN ELECTRICALLY OPERATED DAMPER THAT AUTOUA TICALL Y OPENS WHEN THE EXHAUST SYSTEM OPERATES <br />DAPPERS SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE REPAIR AND REPLACEPENT WITHOUT REUOVING PERMANENT CONSTRUCTION ANY OTHER DUCTS <br />NOT CONNECTED TO THE DAPPER BEING INSPECTED SERVICED, REPAIRED OR REPLACED. <br />{THOLE HOUSE VENTILATION SYSTEa, IS VENTILATION SYSTEM USING EXHAUST FANS <br />INTDOTIENTL Y OPERATING VENTILATION SYSTEM HAS RATE 3 <br />THE THOLE HOUSE FAN IS 16041 MIN <br />THOLE HOUSE FANS IOCAYED 4' LESS FROM THE INTERIOR GRILLE SHALL HAVE A <br />SOME RATING OF 1/0MOR IESS MESUARED A10, 1 INCHES {CATER GAUGE. <br />DOOR SHALL BE UNDERCUT TO MINIPUM OF 1/2" ABOVE THE SURFACE OF <br />FINISHED FIOOR COVERING <br />VENT TO OUTSIDE <br />DRYER VENT 2009 IRC P1502.4.5 LENGTH INDENTIFICA 170N <br />�%RE THE EXHAUST DUCT IS CONCEALED Y47HIN THE <br />BUILDING CONSTRUCTION 771E EQUIVALENT LENGTH OF THE <br />EXHAUST DUCT SHALL BE IDENI7FIED ON A PERMANENT <br />LABEL OR TAG THE LABEL OR TAD SHALL BE LOCATED <br />0TyIN 6ft(1629mm) OF THE EXHAUST DUCT CONNEC17ON <br />NOTES: <br />R314.1 GENERAL, SMOKE ALARMS SHALL COMPLY �WTH NPPA72 AND SECTION R314 IRC2015 <br />RANGE VENT T TE: <br />RANGE HOOD SHALL BE INSTALLED <br />ACCORDING TO REQUIREMENTS <br />BY PANUFAC, EXHAUST HOOD SHALL <br />DISCHARGE TO THE OUTDOORS AND SHALL <br />BE EQUIPPED WITH BACKDRAFT DAMPER. ST014 <br />( SECTION 0504. IRC) 2-2X <br />R314,7,2, IOCA170N SMOKE DETECTORS SHALL BE INSTALLED IN THE LOCATIONS SPECIFIED IN THE SEC17ON R314.3. <br />R314.7.4 COMBINATION DETECTORS COMBINATION SMOKE/CARBON MONOXIDE DETECTORS SHALL BE PERMITTED TO <br />BE INSTALLED IN FIRE ALARM SYSTEMS IN UEU OF SPOCE DETECTORS, PROVIDED THEY ARE LISTED IN ACCODANCE <br />WITH UL268 AND UL2075. <br />R315.1 GENERAL, CARBONE PONOXIDE ALARMS SHALL COMPLY WITH SEC17ON R315 IRC2015. <br />R315.1.1 LISTINGS. CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCOMADENCE WITH UL2034, COMBINATION <br />CARBON MONOXIDE/SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL2034 AND YL217. <br />015.2 WHRE REQUIRE., CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R3152 I <br />AND R315.22 <br />R315.3 LOCATION CARBON MONOXIDE ALARMS IN DWELLING UNITS SHALL BE INSTALLED OUTSIDE OF EACH <br />SEOARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS WHERE A FUEL -BURNING APLIANCE IS <br />LOCATED �01711N A BEDROOM OR ITS ATTACHED BATHROOM A CARBON MONOXIDE ALARM SHALL BE INSTALLED <br />WITHIN THE BEDROOM <br />HD B <br />�BX <br />44' n» <br />30' 31/2 <br />13' 6 1/2' <br />7'_ 10" <br />22' 5 1/2" <br />5': 9"It 10' 2" 6) 6 1/20 <br />P. T. 6X6 DF11 <br />POST �/ECCLLO <br />, „ <br />L=10 -7 <br />STHD14 <br />STHD14 , S7HD14 <br />LS 2 <br />CAP TORT POST <br />S <br />2-2 <br />SLDR. 6060 <br />2-2 2-2X <br />I S <br />&BEAM <br />SLDR 8070 <br />EDGE SLAB <br />�,:rrr �,/, rr�/%%irr%2rr,�r /, rrr;%r; r rr it ; ��rr <br />irrrri <br />• — — <br />— — <br />HDR q <br />x <br />\ <br />r <br />36" PRE -FA gqlcA TED 2, <br />GAS FIREPLACE, INSMLI » <br />1 6 <br />PANTRY <br />PER MFR S SPECS. <br />HARDWOOD <br />DIRECT VENT <br />2 <br />� <br />�x' I <br />PA T10 <br />r <br />; KI TCNE � <br />� <br />� <br />I liltI <br />� 1 <br />MlN 1B X24 HARDWOOD <br />206s 9 F <br />CRAWL SPAC DESIGN BY 0THE <br />ACCESS <br />i <br />I <br />r <br />��rrrr rr, r r/Grr,r r.rrrr/rrrrrrrri,% On <br />' <br />» <br />1 000 FM <br />�' <br />/� <br />7, -2 1/2» <br />6, -11 1/2 <br />R, 0. 10070 <br />PANTRY ' 4'-0" <br />,%i 7 <br />5BsgF ® <br />6X6 DF12 POST <br />8'-90» <br />WICCQ CAP TO <br />I <br />FIT POST &BEAM <br />6 j , <br />2 �; REF 1 10» <br />L <br />W DF11 POST <br />¢� CCQ CAP TO <br />rr <br />1,- � — — — — <br />-7T POST &BEAM <br />HDR rIDR <br />r <br />2 B <br />IUD L ANDIODD/EGCQ <br />CAP <br />HA <br />ri <br />s RT POST &BEAM <br />I <br />50cFM <br />STHDIO r STHD10 <br />_ <br />®®� — ®� <br />— <br />GREA T R00k1 <br />2-2X 2-2X <br />®®� I <br />HARDWOOD <br />5. <br />L=13.-5 <br />3R DN <br />— - — <br />36 PRE- FABRICAIc9 11i <br />' ; <br />GAS FIREPLACE INSTALL <br />1 <br />PER MFR'S SPECS <br />4 0 <br />DIRECT VENT <br />r <br />6X6 DF12 POST <br />30 T-6 1/2" 13' 5 1/2"' 4X6 DF12 POST <br />' <br />W/CCQ CAP TO <br />EGCQ CAP TO <br />a' <br />FIT POST &BEAM <br />FT POST &BEAM <br />1 <br />521 <br />15» <br />4 <br />1 -921-0» <br />38 5' 1/2» <br />GARAGE <br />% <br />CONCRETE SLAB 521sgF <br />GARAGE —HOUSE SEPERATON, VERIFY <br />_ _ <br />16R UP <br />- <br />ON <br />THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS AT17C AREA <br />HANDRAIL 36" <br />( ABOVE STAIR NOSING <br />_ _ <br />CLOSET <br />CO) <br />BY NOT LESS THAN #-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE <br />, <br />GAR ENEATH HABITABLE ROOMS SHALL BE SEPARATED FRO ALL <br />HABITABL ROOMS ABOVE BY NOT LESS THAN 518—INCH TYPE X GYPSYP BOARD <br />i <br />6X6 DF11 POST <br />W/ECCQ CAP TO <br />(2)X4 <br />Y�OE <br />T/LF <br />;. <br />OR EQUIVALENT —FIRE TAPE <br />lT POST &BEAM <br />24 <br />24 <br />"® <br />(2)X4 <br />- - <br />60CFM <br />MERE TH SEPARATON IS A FLOOR —CEILING ASSEMBLY, THE STR TUBE <br />SUPPORT/ THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN <br />—INCH G SUM BOARD OR EQl//UALENT —FIRE TAPE, <br />Jr, <br />j <br />011ER OPE INGS BET' cEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED <br />I FOYER �? <br />KITH SOLID WOOD DOORS NOT LESS THAN 1-318 INCHES IN THINAM, SOLID OR <br />NICK <br />�% <br />I HAR0#000 <br />( <br />6 <br />HO EYCO CORE STER DOORS NOT LESS THA 1-3 B INCHES OR 20— <br />N P N N/ N , <br />„� <br />6I �, Ox <br />r <br />MINUTE FIRE RATED DOORS (SECT/ON R309) . {KITH SELF CLOSING DE0`7 <br />— — <br />30 <br />46 DF12 POST <br />it <br />FIX731B <br />W/ECCQ CAP TOOff <br />ICL <br />HDR <br />RT POST &BEAM <br />HARDW060 <br />Fl O76 RX2, 6 <br />it <br />16090 GARAGE DOORS <br />- - - ;/ <br />® <br />! <br />26 <br />S <br />H SLAB EDG I HDU &S6 <br />HDUB VER D PORCH , <br />/ <br />m <br />32 F 1 I (3)2XDF,1 <br />11 <br />B,Y DF11 CONC 94sgP,' <br />I/ <br />1 <br />--va...-— — — — — — — — — — — — — <br />HDR <br />FIX 4080 <br />CSMT 408 DUB <br />I <br />1 <br />Oa, STEPS VERIFY ON SITECN <br />8X DF11 S 6 <br />6X6DF�2P�OST(AP70® __ <br />.-_.®—®_---®®� <br />__________ <br />12'X12') W/CCQ CAP TO FIT <br />GOVER II E ABOVE <br />POST &BEAM <br />GARAGE PORTAL FRA E SEE SHEET S5 <br />4' 1 1/2" L <br />4'42'41 1/2" <br />11' <br />6 1/2' <br />2' 5 1/2" <br />21-6 .1 1600" 2,-651 41 6» 4-6" <br />21,®0» <br />9' 0» <br />i4' 0 , <br />44 -0" <br />A <br />AIO <br />P, T 6X6 DF11 <br />POST �IECCII Q <br />CAP TORT POST <br />&BEAM <br />» <br />1, <br />0»' <br />i <br />i <br />/ <br />i <br />EDGE SLAB <br />STH914 <br />®2X <br />\STHD14 <br />2-2X <br />i <br />i <br />r <br />'m/m <br />19 ^PD <br />\STHDI4 <br />2-2X <br />41 1 <br />H�U8 <br />BX DFI1 <br />1 <br />1 <br />MATERIALS: <br />1, ALL EXTERIOR WALLS SHALL BE 2x6 H/F/12 OR BETTER @16"0.C.(U.N.0.) <br />2. ALL INTERIOR WALLS SHALL BE 2x4 H/F112 OR BETTER C16"0,C.(U.N.0.) <br />J. HEADERS 410 DF12 (U.N.0), OTHERWISE NOTED <br />4, ALL FRAYING HARDWARE TO BE "SIPPSON" OR EQUAL. <br />REQUIREMENTS <br />1. FRAME BOTH STRUCTURAL AND NON-STRUCTURAL DOOR AND WINDOW <br />ROUGH OPENINGS ABOVE RELATED SUB -FLOOR AS FOLLOWS (U.NO). <br />FOR 8'_91 " >, FRAVE AT 6'-10 3/" <br />2. PROVIDE SOLID BLOCKING AT ALL BEARING WALLS <br />3 PROVIDE (2) 2XPOSTS IN WALLS UNDER POINT LOADS FROP UPPER <br />FLOOR OR ROOF AS INDICATED ON PLAN (U.N.0) <br />4. ALL PLATE HEIGHTS PER ELEVATION. <br />5. INSULA TE PER SCHEDULE <br />6. ALL ANGLED WALLS ARE 45° <br />7 THE GARAGE SHALL BE SEPARA TED FROM THE RESIDENCE AND <br />ITS A TTIC AREA BY NO LESS THAN 1/2 INCH G. W B. APPLIED TO <br />THE GARAGE SIDE LIVING AREAS ABOVE THE GARAGE SHALL BE <br />SEPARATED FROM THE GARAGE WITH NO LESS THAN 5/8 INCH <br />TYPE X G. W B. ALL SUPPORTING STRUCTURE SHALL BE <br />PROTECTED BY NO LESS THAN 1/2 INCH G. W. B. <br />B. USE FULL LENGTHS (BALLOON FRAME) AT VAULTED CEILINGS <br />9. PROVIDE FIRE BLOCKING AS REQUIRED. <br />10, HANDRAIL AT STAIRS TO BE 36" ABOVE FINISH NOSING <br />11. BALUSIRA DES TO BE SPACED SO THAT A 4" DIAMETER SPHERE DO NOT PASS. <br />12. GUARDRAIL SHALL BE 136" ABOVE FINISH FLOOR <br />13. EXTERNAL SOURCE OF COMBUSTION AIR REQUIRED FOR FURN & HWT. <br />14, 110 VOL T SIVOKE DETECTOR WITH BA TTERY BACK-UP AND INTERCONNECTED <br />15, ALL PETAL CONNECTORS SUPPORTED BY PRESSURE TREATED MA TERIAL SHALL <br />BE "ZMAX" (G185 HDG PER ASTM A653) OR EQUIVALENT AND FASTENERS <br />16, PROVIDE FIRE BLOCKING AT ALL PLUMBING PENETRATIONS AND <br />WALL/ROOF INTERSECTIONSS, <br />17. CONCRETE STEP WALLS TO EXTEND B" PIN. ABOVE FINISH <br />GRADE. INSTALL SIDING 6" ABOVE FINISH GRADE. <br />18. PROVIDE 26 GA GALVANIZED SHEET METAL FLASHING ABOVE <br />WINDOWS AND DOORS, LAP BUILDING PAPER OVER, <br />19. PROVIDE FULL HT STUDS "BALLOON FRAME" ALL WALL <br />A T CLEAR STORY / STAIRS & ETC. <br />MAIN FLOOR PLANTES: <br />1. VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION <br />& CONSTRUCTION <br />2. DO NOT SCALE DRAWINGS. VERIFY ALL DIMENSIONS AND <br />ELEVATIONS WITH THE ARCHITECTURAL DRA WINGS <br />3. HD- INDICATES A HOLDOWN. REFERENCE THE HOLDOWN <br />SCHEDULE PLAN SI FOR HOLDOWN REQUIREMENTS AND <br />MINIMUM STUDS/POST. SEE PLAN FOR OTHER STUDS/POST <br />REQUIREPENTS. <br />4. SW INDICATES A SHEAR WALL. REFERENCE THE SHEAR <br />WALL SCHEDULE PLAN S2 FOR SHEAR WALL REQUIREMENTS <br />ALL SHEAR WALLS TO BE CONTINUOS BETWEEN ROOF <br />SHEA THING AND TOP OF FOUNDA TION WALL. SOME SHEAR <br />WALLS REQUIRE 3X FRAMING A T PANEL EDGES <br />.5. SHEAR WALLS TO BE CONTINUOS THRU INTERSECTION.SEE <br />DETAILS I/S2. <br />DENOTES THE NEW WALLS <br />DENOTES POSTING UNDER CONCENTRATED LOADS PROVIDE POSTING IHE <br />WIDTH OF STUD WALL X BEAM WIDTH WITH EITHER SOLID W009 POST OR <br />MUL TIPLE 2x STUDS, TYPICAL, U. N 0 <br />//0 VOLT SMOKE DETECTOR INTERCONNECTED, AUDIBLE IN ALL OCCUPIABLE <br />B AREAS, w/ BATTERY BACKUP. <br />AID 50 CFM EXHAUST FAN VENTED TO OUTSIDE <br />CARBON MONOXIDE DETECTOR <br />Q LIGHT INSTALLATION <br />sT48 INDICATES HOLD-DOWN, SEE SHEET S1 <br />2-2X <br />_�t'SHEAR WALL ,SEE S1 FOR SCHEDULE <br />I GARAGE 5215gF <br />ltj <br />I <br />a <br />scaleMAIN FLOOR PLAN <br />a tj''�R..g '� �Fr � �r x <br />1. <br />E PIR S. 07 P07-2P <br />ZVELT ENGINEERING DESIGN, PLLG <br />Structural Review <br />This review is for general conformance to the <br />structural design criteria, red lined mark-ups, <br />concept and contract documents. <br />By Job#: 0WO-1P Date 1/6110M <br />o <br />c� <br />W <br />LLJ <br />00 <br />LsJ <br />Z <br />0W <br />U <br />= E):� <br />Lj <br />D:� <br />N > <br />Q <br />QL j <br />LL] <br />­4- <br />y <br />(_0 <br />� <br />C�1 <br />0 <br />rK <br />O <br />0 <br />LL_ <br />0 <br />i— <br />2020— <br />25— H A <br />City r/0 <br />1 12 1 52a2o <br />