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r, <br /> UJ <br /> 0 <br /> Z <br /> TOP OF ROOF <br /> 4 <br /> (00 d' • <br /> 1�1� � <br /> ' ATTIC 12:`9 \ ® � 0) <br /> PL. UPPER FLOOR <br /> e <br /> PL- e UPPER FLOOR JANUFAOTURWTRUSES Ve 12' OR 16' O.C. - \ t' 0 ,., <br /> PL BRIDGE --- r� <br /> _ TYPICAL EXTERIOR WALL: <br /> ,l �j • • MIN.'R' 38 CLOSED-CELL SPRAY I `::::.: 2-2X6 TOP PLATES vJ <br /> • • FOAM I •i�ISGLA1'ION TYPICAL 'CEILING-s"" •. / • • • 2x6 STUDS 16 O.C. <br /> • 2X6 BOTTOM PLATE CO 'I`' <br /> 5/8 G.W$. TYP. 1/16" OSB (APA 24/16) SHT'G = 1 In <br /> _ V1 0 til . <br /> @ = 2x6 STUDS 16" O.C. • . N� 1/2' C�W:B. �/ • �- t/2' G:WB. AIR BARRIER (TYVEK OR EQ.) <br /> @ WI R-21 INSULATION TYP. � EXT. SIDING PER ELEVATIONS <br /> m <br /> I TYP. TYPE I: cT� .J <br /> . <br /> 1/2" G.W.B. <br /> U <br /> OF STRUCUTL/411 .RE t ::: : :::: <br /> (1)• <br /> IN • (r�n <br /> LINE R RE I .� N <br /> BEYOND <br /> 0 <br /> • <br /> \ N UPPER FLOOR ( ' •• . •' BRI'DGE �__�- <br /> • •• • • _ I UPPER FLOORL.,..,:` (v <br /> e PL. �1 MAIN FLOOR ��.�. :? • • •• • PL- GARAGE SLAB \ <br /> z13 <br /> I . . • . <br /> r. -.... . • • • • . •. •• . • :. •• . . • • . ! ' .- -..: <br /> • <br /> • <br /> t�S •' �� 1/2' G.W.B: . ••. . ••• . <br /> 41/41, <br /> �� • a :va:::: .iii :?:??:; TYP:. `L�. ..:.1a::i:i:::.:.,a..: .....:.� �r :: I <br /> A <br /> • ER E_r=NATION <br /> >::>::: l • <br /> 61 FINISH PER ELEVATION r3 • <br /> • <br /> _ ✓ OVER 1FINISH 2° GDX OR O.S.B. _ <br /> OVER 1/2' GDX OR O.S B. — • — - <br /> ............... <br /> ...., •' . • • - OVER 151b FELT OVER `Q <br /> I <br /> 61 <br /> ::.. ► :'': ::'::`:`:iii:>i>ii <br /> OVER151b FELT OVER a ::::::::::::: <br /> , <br /> • a <br /> e., • t 1 <br /> LANDING • <br /> C . . . , - --.__ - 2x6 STUDS 16° O.C. <br /> .. ;� • . . y , ..:::.::::::.::.:. ... :: ... �� <br /> 3/4 T. G. PLYWOOD <br /> ::::•:::::::: . Z CO <br /> . :•........ :.. OVER 2X10 FLOOR JOISTS �:;a'..:::::::::::::::: . :: :: <br /> MAIN FLOOR `':::! • <br /> .W/R-35 INSULATION . •. a - <br /> r • Alli.-- ) --- --1 ....1N <br /> �...... GARAGE SLAB <br /> FINISH GRADE �. c - �� <br /> iww, <br /> i�� <br /> 4. 44\,>.-, 4,4. 4... .,4. .,u4lt ..4,,444.44 .,.. 4,./k. „, 44;4 414„svt ... /%4;" <br /> -, <br /> , ,<,>t. \/ y /�� � ,� 0♦ •,/, . 4 4- �O `, <br /> c0y / y 3 <br /> .. .i N <br /> `00 W,NPS 0.# ••#4.e . <br /> ` �.. <br /> N /� Q\/N \ ♦L � . -\,e-•;\- W <br /> ^ <br /> & Oa , ` , , <,/,, , <br /> SOFFIT, VENT <br /> I INSULATE CAN'T-IL 6 MIL (SLACK) V.B. O <br /> 0 rn 0 Z II <br /> W/ R-38 INSUL. LINE OF POST 4 vJ W <br /> BEAM BEYOND L (0 Q a. <br /> N <br /> NW <br /> QQCo <br /> 51i ED f NG . <br /> 05 e =__ 5 c f ON i 4 i Q. Q. to W <br /> ,_ <br /> SCALE: 1/4" = 1'-0" <br /> I REQUIRTD SAFE I �' GL4ZI \G LOCA 110vS: <br /> __. --�' .,C4A tC RSAF rE(2'r •->iLB 3 `- 1. GLAZING IN SWINGING DOORS EXCEPT LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH IRC <br /> muss s .) R3OS.2. <br /> - `' 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING E <br /> / `ICP PLATE 2015 IRC SECTION R3O2.11 FIREBLOCKING. <br /> AND BIFOLD CLOSET DOOR ASSEMBLIES. <br /> TOP PLATE ��� �€f n«ar€a �g <br /> NoTo-iiN PRovisto -L IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF 3. GLAZING IN STORM DOORS. , x a p <br /> �e.C'TILDNFiC5 ,1,t ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) AND TO ��, � � , <br /> sI ot•lo .ow 4. GLAZING IN ALL UNFRAMED SWINGING DOORS <br /> FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORYiaa 6' 1 <br /> AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAME 5. GLAZING IN DOORS, WALLS, FENCES AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM s cl co <br /> ROOMS, BATHROOMS, AND SHOWERS. GLAZING IN ANY PORTION OFA BUILDING WALL ENCLOSING , 3 <br /> WALL STUD, CONSTRUCTION IN THE FOLLOWING LOCATIONS: : e ;' U 2- <br /> ,,,,, i .CWIrrED ; SEE r,C,A 1 THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 � <br /> CUT ORNOTCMED NOTC, i✓-:O�,nCINL. 1) IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED ABOVE ANY STANDING OR WALKING SURFACE al 6 6' <br /> F t I T €Twv�: n Trk r= a 1T7 ECrie E , SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: ' i- v <br /> SES DRILLING,AND EXCEPTION: OPENINGS THROUGH WHICH A 3 SHPERE IS UNABLE TO PASS. �� <br /> I-- <br /> NOVO-11N° CQVINI;� :: A) VERTICALLY AT THE CEILING AND FLOOR LEVELS. <br /> GI3t�t�k5o2a .., ti„. 6. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TOA DOOR WHERE THE NEAREST VERTICAL , Z 111 <br /> B) HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET. <br /> BOTTOM PLATE SPAN ;SFAN IS WITHIN A 24 ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE cn - <br /> I <br /> 1�FTri.Kf �cTc 2) AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE. Q ~ <br /> ,k.:., PLA ,, f , f 11 - SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. EXCEPTION: WHERE THERE IS AN INTERVENING WALL OR PARTITION BETWEEN DOOR AND GLAZING OR <br /> gym. 3) IN CONCEALED SPACES AT STAIR STRINGERS AT THE TOP AND BOTTOM OF THE W <br /> v WHERE THE DOOR ACCESSES A CLOSET 3 OR LESS IN DEPTH. ,, w <br /> RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 8302.-1. <br /> . D�nT Fit itir;w ANDICI, a IN.€'�IsF c4) OPENINGSSECTION 312.12: RODENTPROOFING: -1- GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, WHEN ALL OF THE FOLLOWING APPLY: ' ® c) _ <br /> iLr.,3.K AT AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND E R DE 1.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 S.F. CO <br /> 8E0 ILrl f DOM,,f' (I''/LIT!EC TNR-- ° '6 Ln <br /> SEE cri nay :; v FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF STRAINER PLATES ON DRAIN INLETS SHALL BE DESIGNED AND INSTALLED SO THAT 1.2 BOTTOM EDGE LESS THAN 18 ABOVE THE FLOOR. E <br /> FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR NO OPENING EXCEEDS 1/2 OF AN INCH IN THE LEAST DIMENSION. �•3 TOP EDGE GREATER THAN 36" ABOVE THE FLOOR. Z } Hi SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 312.12.1: 1.4 ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE GLAZING- ,R, � t Q 4 - <br /> 5) FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. METER BOXES SHALL BE CONSTRUCTED IN SUCH A MANNER THAT RATS CANNOT `, r:� <br /> EXCEPTION: WHERE A PROTECTIVE 1-1/2"-WIDE BAR IS INSTALLED ON THE ACCESSIBLE SIDE OF THE IR m <br /> WALL BEAP6) FIREBLOCKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED AT THE ENTER A BUILDING BY FOLLOWING THE SERVICE PIPES FROM THE BOX INTO THE GLAZING 34 - 38 ABOVE THE FLOOR AND 15 CAPABLE OF WITHSTANDING A LOAD OF 5O LBS PERMu Q ,�;' Etch c0 1L <br /> LINE OF DWELLING UNIT SEPARATION. FIRE BLOCKING MATERIALS SHALL CONSIST OF BUILDING. LINEAL FOOT OR WHERE THE BOTTOM EDGE OF THE GLASS IS 25' OR MORE ABOVE GRADE, A " � •r ,n <br /> MATERIAL LISTED IN SECTION 8302.11.1. LOOSE-FILL INSULATION MATERIAL SHALL 312.122: METAL COLLARS. 1r 3 in <br /> ROOF, WALKING SURFACE, OR OTHER HORIZONTAL SURFACE. W <br /> NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND IN OR ON BUILDINGS WHERE OPENINGS HAVE BEEN MADE IN WALLS, FLOORS, OR a GLAZING IN RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDES ��' <br /> `' of-iS•PLc SES MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. CEILINGS FOR THE PASSAGE OF PIPES, SUCH OPENINGS SHALL BE CLOSED AND '� �4 <br /> 1 -1- <br /> BOTTOM PLRTE / EE.E.F ri .r�CIS:)Z STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. <br /> BAND SECTION r"� i'; ' `j DRAFTSTOPPING: WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW A PROTECTED BY THE INSTALLATION OF APPROVED METAL COLLARS SECURELY <br /> on € 1,K NCA, FOR FIFA ELn, "tIN 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS, ..cm <br /> - 1 ' Al a - CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE FASTENED TO THE ADJOINING STRUCTURE.'fL` L"T``�. �; i r I ? t. `, ; - INSTALLED SO THAI THE AREA OF THE CONCEALED SPACE DOES NOt EXCEED 312.123: TUB WASTE OPENINGS. AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE A WALKING <br /> „� 'I--- , /r� ``,,/,•-3 SURFACE AND WITHIN 60" HORIZONTALLY OF THE WATER'S EDGE. THIS WILL APLY TO ALL SINGLE <br /> CILA �E t ar, 4FE,; 1000 SQUARE FEET. DRAFTSTOPS SHALL DIVIDE THE CONCEALED SPACE INTO TUB WASTE OPENINGS IN FRAMED. CONSTRUCTION TO CRAWL SPACES AT OR BELOW GLAZING AND ALL PANES IN MULTIPLE GLAZING. <br /> '` EASE, rlr. APPROXIMATELY EQUAL AREAS. DRAFTSTOPPING MATERIALS SHALL CONSIST OF THE FIRST FLOOR SHALL BE PROTECTED BY THE INSTALLATION OF APPROVED <br /> �,ONOLI"HIC: 10. R3O5.46 GLAZING ADJACENT TO STAIRS AND RAMPS. <br /> FOr"w:NDATIC.='"I SLAL ON43P.-'�L�E MATERIALS LISTED IN SECTION 8302.12.1. DRAFTSTOPPING MATERIALS SHALL NOT BE METAL COLLARS OR METAL SCREEN SECURELY FASTENED TO THE ADJOINING i <br /> FOL.INLITriON GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES (914 MM) <br /> / ;. Q`%` LESS THAN ? INCH GYPSUM, 3/8 INCH WOOD STRUCTURAL PANELS OR OTHER STRUCTURE WITH NO OPENING GREATER THAN 1/2 OF AN INCH IN THE LEAST 'ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS <br /> inafErxVEr'AtB APPROVED MATERIALS ADEQUATELY SUPPORTED. THE INTEGRITY OF THE DIMENSION. OF STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. - <br /> };cFc€ •�PRAYING. Ing /1LL a '�� 4+. DRAFTSTOPS SHALL BE MAINTAINED. $ 2015 UNIFORM PLUMBING CODE WITH WASHINGTON STATE AMENDMENTS (UPC) fY <br /> EXCEPTIONS: <br /> 4X4 DF "2 POST AT SFT O.C. 2X6 16' O.C. STUD I. WHERE A RAIL I5 INSTALLED ON THE ACCESSIBLE SIDES) OF THE GLAZING 34 TO 35 INCHES (S64 in <br /> ATTACHED TO 2X12 JOISTS W/ 1Od COMMON NAILS 1Od COMMON NAILS <br /> HALF-WALL INFILL W/ UPfi ER FLOOR TO 965 MM) ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OF WITHSTANDING A - RI <br /> (2)Y2'' DIA. x 6" LONG THRU BOTH SIDES STAGGERED AT 6" O.C. <br /> BOLTS W/ NUT AND WASHERS STAGGERED AT 6" O.G. CONTINUOUS 2X6 CAP HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT (130 N/M) WITHOUT CONTACTING THE GLASS AND z z <br /> PLATE. HAVE A CROSS-SECTIONAL HEIGHT OF NOT LESS THAN 11/2 INCHES (38 MM). L., z <br /> V <br /> \ 1 CONT. DBL" TOP PLATE <br /> I I�_ - I EXTENDED FIRE STOP AT SOFFIT. 2. GLAZING 36 INCHES (914 MM) OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE. CB ? I- c0 <br /> i' PLYWOOD FIRE BLOCK (2X LUMBER I1. R3O8.4.'1 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING. I z 0 <br /> OR 1' DRYWALL ALSO PERMITTED) cv <br /> - GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS <br /> R-10 RIGID INSULATION THAN 36 INCHES (914 MM) ABOVE THE LANDING AND WITHIN A 60-INCH (1524 MM) HORIZONTAL ARC LESS . U� E - - " <br /> e EXTERIOR SIDE OF WALL C <br /> - - (SHADED AREA) THAN Iso LOCATION. EGREES FROM THE BOTTOM TREAD NOSING SHALL BE CONSIDERED TO BEA HAZARDOUS 0 0 <br /> -1 / <br /> `i 4X HEADER : W <br /> -_ ;w k EXCEPTION: THE GLAZING IS PROTECTED BY A GUARD COMPLYING WITH SECTION R312 AND THE PLANE cn - q <br /> g' ,. JSTS PER PLAN OF THE GLASS IS MORE THAN IS INCHES (45-1 MM) FROM THE GUARD. f cn © >7 <br /> ,� CONTINUOUS 2X12 I I I31.1: -- <br /> I -' ' '" �� Z-1(1- <br /> ,1:>.1-1. <br /> 0 <br /> \ • RIM JOISTvx, <br /> \I\ <br /> �� • I' r ``""- II <br /> 2X6 IL (X <br /> SIMPSON A34 POST 1 KING STUD 1/2' DRYWALL SI <br /> NOTE: <br /> TO TOP PLATE OPENING <br /> REFER TO STRUCTURAL SHEETS FOR SHEAR WALL SCHEDULE AND Project # _ <br /> SIMPSON A34 EXTERIOR PLYWOOD 12 ENGINEERING PLAN WHICH CONTAIN REFERENCES AND/OR INSTRUCTIONS <br /> POST TO TOP PERTAINING TO EACH SHEAR WALL INDICATED IN THIS PLAN <br /> 2XI2 FLR PLATE n TRIMMER 2XI0 <br /> 17174 <br /> JSTS 6 16" O.C. <br /> C _ <br /> NOTE: ._. a�._'.� <br /> MAIN FLOOR - sheet <br /> NOT TO SCALE CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF P1� 2� �yT E '' <br /> ' A.6 <br /> L , NOT TO SCALE AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER RIOR TO � "� �� <br /> COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FO V1E�EL -OR PERMIT` <br /> r 1 SFCTI0\ - HALFWALL F A MIN 2 HFADFR/INSULAT10 \ DETAIL (3) COFFF FD CF IL INC PERFORMED BY THE ICCONTRACTOR� FROM UNAUTHORIZED WORK ,s <br />