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E VACUATION NOTES <br />BASEMENTS,HABI TABLE ATTICS AND EVERY <br />SLEEPING ROOM SHALL HAVE AT LEAST <br />ONE OPERABLE EMERGENCY ESCAPE AND <br />RESCUE OPENING.WHERE BASEMENTS <br />CONTAIN ONE OR MORE SLEEPING ROOMS, <br />EMERGENCY EGRESS AND RESCUE <br />OPENINGS SHALL BE REQUIRED IN EACH <br />SLEEPING ROOM. WHERE EMERGENCY <br />ESCAPE AND RESCUE OPENINGS ARE <br />PROVIDED THEY SHALL HAVE A SILL <br />HEIGHT OF NOT MORE THAN 44" ABOVE <br />THE FLOOR. THE NET CLEAR OPENING <br />DIMENSIONS REQUIRED BY SECTION SHALL <br />OBTAINED BY NORMAL OPERATION OF THE <br />EMERGENCY ESCAPE RESCUE FROM INSIDE. <br />EMERGENCY ESCAPE AND RESCUE <br />OPENINGS SHALL OPEN DIRECTLY INTO A <br />PUBLIC WAY, OR TO A YARD OR COURT <br />THAT OPENS TO A PUBLIC WAY. (2015 IRC <br />R310.1) <br />EGRESS <br />1 <br />r <br />s <br />O <br />EGRESS <br />e <br />ALLO�ABIE BUILDING HEIGHT 45785' <br />UPPER FLOOR T/PL ELEV <br />MINIMUM OPENING AREA. ALL EMERGENCY UPPER FLOOR ELEV _ _ <br />ESCAPE AND RESCUE OPENING SHALL MATH FLOOR T/PL ELEV <br />HAVE A MINIMUM NET CLEAR OPENING OF - --- --------- <br />5.7sgF.- <br />EXCEPTION: GRADE FLOOR OPENINGS SHALL -- HAVE A MINIMUM NET CLEAR OPENING OF <br />5 sqF (2015 IRC R310.1.1) -- -- --_- <br />MINIMUM OPENING HEIGHT, MINIMUM NET <br />CLEAR OPENINGS HEIGHT SHELL BE - <br />24"(2015 IRC R310.1.2)-- - =--- <br />MINIMUM OPENING WIDTH. THE MINIMUM NET --- _ -_ <br />CLEAR OPENING WIDTH SHALL BE 20"Jl�l <br />- <br />(2015 IRC R310.1.3) - --- -ll <br />- <br />ALL { 000 MUST BE PRESSURE TREATED OR NATURALL Y RESISTANT TO DECLAY. <br />TREAT ALL ENDS KITH END --CUT SOLUTION USE GROUND CONTACT TREATED y00D <br />FASTENERS,HANGERS,NAILS, ETC.., MUST BE STAINLESS SlLEL, HOT DIPPED <br />GALVANIZED, OR AS SPECIFICALLY SPECIFIED FOOD PRESERVATIVE USED THE <br />COATINC {EIGHTS FOR ZINC -COATED FASTENEP,S TO BE IN ACCORDANCE {KITH ASIT <br />A153. USE OF Al®.2 HEY -FIR OR BETTER 50 P.SF.LOADING <br />FOR HARDI <br />BLIND NAIL WIT <br />(GALV. OR STA <br />@ MAX. 24"0 C <br />STUDS MAINTAI <br />ROOFD, WATER <br />FASTENER NO <br />FURTHER THAN <br />STORE UNDER <br />BETWEEN TRIM <br />THICK LATH, A' <br />AT LEAST ON <br />WINDOWS & DC <br />DAYS OF INSTA <br />n.l of c vrAIT <br />-- - - - - -- <br />MAIN FLOOR £LEV <br />a <br />�LEV <br />A SSEMBL I ES <br />ROOF CON STRUCTION: <br />*COMPOSITION SHINGLES INSTALL PER MFR'S <br />SPESIFICA TIONS; <br />*30# BUILDER'S FELT; <br />* 1/2" SHEATHING <br />* TRUSSES ® 24"O.C., <br />* 5/8" GYPSUM WALL BOARD; <br />* VAPOR BARRIER- PVA PRIMER; <br />* INSULATION PER SCHEDULE; <br />* CARDBOARD BUFFLE AT ALL EAVES, RIDGES, <br />AND WALL VENTS TO MAINTAIN 1 CLEAR AIR <br />SPACE ROM ROOF SHEATHING-- SEE DETAILS. <br />WALL CONSTRUCTION <br />* SIDING PER ELEVATIONS; <br />* 7# BUILDERS PAPER OR 60 MIN. PAPER; <br />* 2X6 WALL STUDS AT 24"O.C. AT EXTERIOR <br />U.N.O.; <br />* 2X4 WALL STUDS AT 16"O.C. AT INTERIOR <br />U.N.O.; <br />* SOLID WALL SHEATHING AS PER SHEAR <br />SCHEDULE; <br />* INSULATION PER SCHEDULE; <br />* 1 /2" GYPSUM WALL BOARD; <br />* PROVIDE 15# FELT @ CORNERS; <br />r PV6 R iERC—OANLSWtL SU C T 1 0 N <br />* FINISHED FLOOR PER PLANS AND <br />SPESIFICATIONS; <br />* 3/4" TONGUE —AND —GROOVE PLYWOOD <br />SUB —FLOOR GLUED AND NAILED; <br />* 2X10 FLOOR JOISTS & TJI PER PLANS; <br />* INSULATION PER SCHEDULE ON SHEET A01 <br />Li <br />LLa <br />U <br />(J-)00 <br />0 <br />LLJ <br />� <br />0 L LJ <br />U <br />LLJ <br />o LLJ <br />IL <br />0 <br />V <br />ui <br />0 <br />CN <br />O <br />0 <br />(— <br />7— <br />i <br />LLB <br />0 <br />_1 <br />Ld <br />L►J <br />I-- <br />2020-25-HA <br />ew <br />Zl_�l ci2 125/2020 <br />