Laserfiche WebLink
CODE REQUIREMENTS-. <br />R314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH <br />NPPA72 AND SECTION R314 IRC2018. <br />R314.2.2. WHERE ALTERATIONS, REPAIRS OR ADDITIONS <br />REQUIRING A PERMIT OCCUR, THE INDIVIDUAL DWELLING UNIT <br />SHALL BE EQUIPPED WITH SMOKE ALARM LOCATED AS <br />REQUIRE FOR NEW DWELLING. <br />EXCEPTIONS: <br />1.WORK INVOLVING THE EXTERIOR SURFACES OF <br />DWELLINGS,SUCH AS THE REPLACEMENT OF ROOFING OR <br />SIDING, THE ADDITION OR REPLACEMENT OF WINDOWS OR <br />DOORS, OR THE ADDITION OF A PORCH OR DECK. <br />2. INSTALLATION, ALTERATION OR REPAIRS OF PLUMBING OR <br />MECHANICAL SYSTEMS. <br />R314.7.4 COMBINATION DETECTORS COMBINATION <br />SMOKE/CARBON MONOXIDE DETECTORS SHALL BE PERMITTED <br />TO BE INSTALLED IN FIRE ALARM SYSTEMS IN LIEU OF SMOKE <br />DETECTORS, PROVIDED THEY ARE LISTED IN ACCORDANCE WITH <br />UL268 AND UL2075. <br />R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL COMPLY <br />WITH SECTION R315 IRC2018. <br />R315.1.1 LISTINGS. CARBON MONOXIDE ALARMS SHALL BE <br />LISTED IN ACCORDANCE WITH UL2034. COMBINATION CARBON <br />MONOXIDE/SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE <br />WITH UL2034 AND UL217. <br />R315.2. WHERE REQUIRED. CARBON MONOXIDE ALARMS SHALL <br />BE PROVIDED IN ACCORDANCE WITH SECTION R315.2.1 AND <br />R315.2.2. <br />R315.3 LOCATION. CARBON MONOXIDE ALARMS IN DWELLING <br />UNITS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE <br />SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. <br />WHERE A FUEL -BURNING APPLIANCE IS LOCATED WITHIN A <br />BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE <br />ALARM SHALL BE INSTALLED WITHIN THE BEDROOM, <br />DRYER VENTILATION NOTE. - <br />DRYERS SHALL VENT TO OUTSIDE <br />DRYER VENT:2018 IRC M1502.4.6. LENGTH IDENTIFICATION. THE <br />MAXIMUM LENGTH OF THE EXISTING DUCT SHALL BE 35 FEET <br />FROM THE CONNECTION TO THE TRANSITION DUCT FROM THE <br />DRYER TO THE OUTLET TERMINAL.WHERE THE EXHAUST DUCT <br />EQUIVALENT LENGTH EXCEEDS 35" THE EQUIVALENT LENGTH <br />OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A <br />PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE <br />LOCATED WITHIN 6" OF THE EXHAUST DUCT CONNECTION. <br />EXHAUST DUCT JOINTS SHALL BE SEALED IN ACCORDANCE <br />WITH SECTION M1601.4.1 AND SHALL BE MECHNICALLY <br />FASTENED. <br />M1502.3.1. DRYER EXHAUST DUCT TERMINATION. A MINIMUM <br />AREA OF 12.5 SQUARE INCHES HAS BEEN ESTABLISHED THE <br />TERMINAL OUTLET OF DRYER DUCT EXHAUST. <br />M1502.4.2 CONCEALED DRYER EXHAUSTED DUCTS. WALL AND <br />CEILING CAVITIES ENCLOSING DRYER EXHAUST DUCT MUST <br />PROVIDE SUFFICIENT SPACE THAT 4—INCH DUCT IN NOT <br />SQUEEZED OUT OF ITS ROUND SHAPE. <br />EVACUATION NOTES: <br />BASEMENTS,HABI TABLE ATTICS AND EVERY SLEEPING ROOM <br />SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE <br />AND RESCUE OPENING.WHERE BASEMENTS CONTAIN ONE OR <br />MORE SLEEPING ROOMS, EMERGENCY EGRESS AND RESCUE <br />OPENINGS SHALL BE REQUIRED IN EACH SLEEPING ROOM. <br />WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE <br />PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE <br />THAN 44" ABOVE THE FLOOR, THE NET CLEAR OPENING <br />DIMENSIONS REQUIRED BY SECTION SHALL OBTAINED BY <br />NORMAL OPERATION OF THE EMERGENCY ESCAPE RESCUE <br />FROM INSIDE. EMERGENCY ESCAPE AND RESCUE OPENINGS <br />SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD <br />OR COURT THAT OPENS TO A PUBLIC WAY. (2018 IRC R310.1) <br />MINIMUM OPENING AREA. ALL EMERGENCY ESCAPE AND <br />RESCUE OPENING SHALL HAVE A MINIMUM NET CLEAR <br />OPENING OF 5.7sgF. <br />EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM <br />NET CLEAR OPENING OF 5 sqF (2018 IRC R310.1.1) <br />MINIMUM OPENING HEIGHT. MINIMUM NET CLEAR OPENINGS <br />HEIGHT SHELL BE 24"(2018 IRC R310.1.2) <br />MINIMUM OPENING WIDTH. THE MINIMUM NET CLEAR OPENING <br />WIDTH SHALL BE 20" (2018 IRC R310.1.3) <br />--------------------------------- <br />I TOTAL 6 IN ROW <br />1 <br />I I <br />E-4X1O FLOOR JOISTS I <br />I VERIFY I <br />i I <br />C�28 1 /2""O.C.-EXPOSED <br />I E-SLDR 70 3/4"X35" E-SLDR 70 3/4"X35"I <br />I SLDR DR70'°X82" F.F. 44" F.F. 44",EGRESS I <br />�- <br />I I I <br />- <br />E-FIR PLACE.' <br />H L7UHUUM <br />�ENTERTAINIMENT AREA <br />E—FAN' <br />1 OOCFM ' <br />f <br />E- S.D. xl <br />H CEILING 92„ <br />-x <br />v� A xl <br />� I <br />I� <br />> i <br />A07 <br />LIJ <br />EXISTING FOUNDATION-3fi®��_ _________�_-Ln <br />E-SEAM -_ ��_ I�'II E-ECM <br />- ---_------ �_-- _ _- -=_- I. <br />14R�UP Xi <br />XI <br />6X6DF1�i POST iW/ CCQ' 10 f12 i,x <br />i CAP TOi FIT POST AND BM. <br />HANDRAIL 0 3 <br />x, <br />ASAE STAIR NbSING ix <br />- _ FOdTI NG 3�"X36"X!12" - x <br />6 (4) 4 EW OT TO BE <br />BEFORE REUOVING EXISTINGWALL, JOISTS OR DEAMS, CONTACT C09TRACTOR <br />FOR TUNING AND FIELD vERIFICATloAi OF EXISTING STRUCTURAL CONDITIONS <br />LOCATION AND SIZES OF SHORING REQUIRING FOR PROPER STRUCTURAL SUPPORT <br />DURING CONSTRUCTION FOR SAFITY AND MINIMIZE DAMAGE TO G),P AND CRACKING <br />E—SLDR 70 3/4"`X38" <br />F.F. 44", EGRESS <br />xl E—FURRING,VERIFY <br />XEe <br />77 <br />Xi <br />x <br />'x <br />,v I B;EDRJD <br />I26 <br />! E- <br />s <br />L 6 <br />J <br />9 xJ <br />0 1 <br />--- l VERYFIED. EXISTING <br />--- UTILITY/ TOR `',G <br />- - E-FURN�. x <br />xl <br />I 4 xij <br />i <br />X_71. <br />Ow <br />4 <br />s <br />2 BATIK' <br />7x ;x <br />E-FAN` <br />50CFM <br />D "'o <br />2XI WH <br />; <br />J'L 112 <br />LAUNDRY i - <br />SOCFM x-1 <br />-I W/D x <br />I-_ ___!! _J <br />I <br />E—CRAWL <br />SPACE ACCESS <br />CRAWL SPACE <br />Lj� ('�rOv <br />1. ALL EXTERIOR WALLS SHALL BE 2x6 H/F/ 2 OR BETTER @16"O.0 (O.U.. <br />2. ALL INTERIOR WALLS SHALL BE 2x4 HIF1112 OR BETTER §16"0.C.(U,N.0., <br />3 HEADERS 4x10 DF12 (U.N.O.), OTHER411SE NOTED <br />4. ALL FRAMING HARDWARE TO BE "SIMPSON" OR EQUAL, <br />REQUIREMENTS <br />1, PLANS SHOULD 6E REVIEWED 6Y ALL SU6CONTRACTORS PRIOR TO <br />STARTING CONSTRUC77004 IF DISCREPANCIES EXIST PLEASE CONTACT <br />ARCHITECT OR O NERICONIRACTOR <br />2. ALL Yd00D IN CONTACT WITH CO,NCREIZ-, k9ASONRY, EARN, OR EXPOSED <br />TO FEATHER SHALL 6E PRESSURE TREATED. <br />3 WRIFY ALL DIMENSIONS AND FIELD COND/TTONS <br />4. PROVIDE 2X6 BLOCKING BEHIND ALL BARS, RINGS & HOLDERS <br />D. PROVIDE SLOWER W/WA TER -PROOF TO A MIN, OF 72" ABOVE DRAIN INL. <br />PLACE WA TER -PROOF BACKING TO SAME HEIGHT OR GREA TER. <br />6. FETAL FRAMING CONNECTORS SPECIFIED ARE MANUFACTURED BY THE <br />SIMPSON COMPANY SEE LATEST CATALOG E91710. INSTALL PER SPECS <br />USE ONL )" EQUIVALENT SUSS1TTU71ONS. <br />7 ALL METAL CONNECTORS SUPPORTED 6Y PRESSURE TREATED MATERIAL <br />SHALL 6E WAX" (G185 HDG PER ASTM A653) OR EQUIVALENT AND <br />FASTENERS SHALL 6E PER ASTM A153, <br />NOTE: <br />FASTEN PT 2X4 SILL PLATE <br />FOR NEW PARTITIONS BY <br />SPLIT DRIVE CONCERETE <br />I ANCHOR 3" LONG @24" O.C. <br />CN-00 <br />LL� EXISTING WATER HEATEDLIJ <br />VERIFY <br />STRAP WH TO MALL PER I.M.0 <br />50 GAL WATER HEATER <br />MECH. EQUIP, SHALL BE SET ON <br />18" PLATFORM W/ NON-COMBUSTIBLE <br />LEGEND <br />DENOTES EXISTNG $W LS REPAIN <br />L - -- - DENOTES MALL TO 6E 100VED <br />F% i E: ,,,,, >> ; DENOTES THE NEe MALLS <br />50 CFM EXHAUST FAN VENTED TO OUTSIDE. <br />CAR60/II MONOXIDE DETECTOR <br />110 VOLT SWAT DETECTOR <br />WELT E &NEERNG DESIGN, PLLC <br />I Structural Review <br />This review Is for general conformance to the <br />structural design crlterla, red lined mark-ups, <br />concept and contract documents. <br />. .lJ C! �- /' Date 0 1 <br />�EX TIRE 0 <br />PROPOSED BASEMENT FLOOR PLAN <br />scale <br />1/4 <br />1�_C <br />0 <br />rr) <br />110 <br />__J 0T) <br />CN <br />_ <br />LLJ <br />C� <br />Q <br />EL <br />O <br />0 <br />1 <br />CN <br />LL_ <br />Q <br />CN <br />{— <br />F__ <br />CD <br />LLJ <br />= <br />d� <br />LLJ <br />0 <br />LLB <br />I— <br />LLJ <br />� <br />l.d JJ <br />0 <br />IL <br />0 <br />n <br />2020-82-IR <br />