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VEN ERO'1L S���)F�I�AT)QN S RRE-ENG ROOF TRUSSES � 24" o.c. NOTE: DEFERRED SUBMiTTAL ITEMS:
<br /> ROOfING PER PLAN 1. ROOF TRUSS AND LATERAL ENGINEERING
<br /> CODE: 3/4° APA RATEQ T&G CD 1NT 2. MECHANICAL DRAWINGS IF APPLICABLE
<br /> CONC FOOTING
<br /> 2b(�IN�TERNATIONAL RESIDENTIAL CODE (LR.C.) & THE WA. ST. ENERGY W�EXT. GLUE, NAIL WJ10d COL PER PLAN BAFFLE W/ 1" MIN. AIR SPACE PRE-ENG ROOF SCISSOR TRUSSES � 24" O.C.
<br /> CODE 2012 EDITION ALONG WITH ALL ADDITIONAL APPLICABLE CODES 6 nQ.C. C� EOGES.& SOIID BLKG 12 H2.5, N4, H5 EA TRUSS/RAFTER OR
<br /> 10 O.C. IN FIEtQ P.T. ROOFING PER PLAN
<br /> BUILDING: - POST �SEE H-1 @ EVERY OTHER TRl1SS/RAFTER TQ TOP PLATES
<br /> FLOOR JOISTS R�Q'p pLAN BAFFLE W/ 1" MIN. AIR 5PACE
<br /> PER PLAN SOLID BLOCKING 2x SCRND. VENT BLKG.
<br /> OCCUPANCY - GROUP: (R), TYPE: V N PLAN VlEW INSUL BAFFLE POSITION.TO TRANS. ROOF FORCES TO 12 H2.5, H4, H5 EA TRUSS/RAFT£R OR
<br /> SEISMIC -D- PER 1615 Ss=1.25 FIG. 1615(1} P.T. BMS & COLS PER BI� / COI. CONN CT. 12' ABV BLOWN TOP PL.. RIP FROM 2x6 TO FIT VERT. H-9 C� EVERY OTHER TRUSS/RAFTER TO TOP PLATES
<br /> S�= 0.4Q �FlG. 1615(2� FOUNDATION PLAN W/P.T. 2x4,OR W�P.T. 2x5 TIES 6u pg� BA� EDGE NAIL ROOF SNTH'G 8d GALV. � 6"O.C. INTERfOR PITCH: �pLAN 2x SCRND. VENT BLKG. EA BAY
<br /> 2-16d 8M & COL �A SIDE POSfTION TO TRANS. ROOF FORCES TO
<br /> WIND (EXPOSURE B) BAS(C SPEED - 85 MPH PER FIG. 1609 SECURE POST TO PER PLAN
<br /> INSULATION PER 2�12'WSEC - R49 TOP PL.. RIP FROM 2x6 TO FIT VERT.
<br /> PRESSURE PER TABLE 1609.6.2.1(1� W/2 -8d NAILS 2x6 PRESSURE EDGE NAIL ROOF SNTH'G 8d GALV. @ 6°O.C.
<br /> REQUIREMENTS: PER POST a TREATE� SILL PLATE i [f
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS & BUILDING DIMENSIONS -�i � � ° '� 4�4 - r- INT GRADE � r � 2�� �W� 26 GA. COtdT. r`�� R=38'INSUI
<br /> ' ' '-�� �' :' ° � � � � - ANCHOR PLATE TO FTG. �-� � �ALUM. GUTTER PER 2012 WSEC
<br /> " PRIOR TO PROCEEDING WITH THE WORK. ANY VARIATIONS FROM CONDITIONS CONC F0011NG PER FND PLAN W/2 CONC. NAILS PER PLATE 2-2x6 TOP P�ATES TYP{CAL fASCIA t/2" G.W.B.
<br /> AND DIM�EVSIONS SNOWN QN THE ORAWINGS SHALL BE REPqRTE� TO THE LAP SPLICES 48" W/(8)16d PER PLAN
<br /> DESIGNER FOR RESOLU110N PRIOR TO PROCEEEDING WITH THE WORK. � N TM E D. B R G. �U P. 6x8 OR 4x8 #2 D.F. HDR, o ALUMA GU�TER
<br /> WRITTEN DIMENSIONS SNALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. „ � �� - UNLESS NOTED � 2-2x6 TOP PLATES �TYPICAL FASCIA
<br /> WHERE APPLlCABLE SCALE: �J S . _ �I - O 4x8 W/2' FOAM 80ARD '�L'�'���'� SOIDINS PER ELE� n w „ /� }
<br /> CONVENTIDNAL LOADING: PER TABLE 301.5 VERIFY W/JURISDiCTlON � # ���T� t > LAP SPLICES 48 W 816d
<br /> LOADING LIVE DEAD TOTAL ,� 1/2" G.W.B. �L����✓ �� �� W PER PLAN
<br /> ATT1�S W/STQRAGE 2o PSF �o PSF 3o PSF REBAR REQUREMENTS � o R-21iINSULATION: U.N.O, 5/8" T-1-11 PLYWD OR � 6x8 QR 4x8 #2 D.F. HDR.
<br /> ATTiCS NO STORAGE 10 PSF 10 PSF 20 PSF � �' Q $.ANII TO F�REE EDGE Of �� t/2" CDX PLYWOOD SNTG UNL.E�SS NOTED 'R-�,SIOING PER ELEV.
<br /> FER TABLE R404.1.2(2} MODIFIED L� > D OR ROVIDE 4 Mll. OR 7/16° Q.S.B., NAIL 8d 4x8 W/2 FOAM BOARD'�1�'/��
<br /> DECKS PER 502.2.1 40 PSF 10 PSF 50 PLF {] , � VAPOR BARRIER. 0/ 15# FELT.
<br /> MAX WALL MAX UNBALANCED MiNIPAUM VERT REINFORCEMENT SIZE/SPACiNG �L. � 6" O.C. EOGE, 12" IN FIELD
<br /> EXTERIOR BALCONIES 60.PSF 10 PSF 70 PSF HEf�HT BACKFILL HEIGHT FOR 6-8 INCH WALLS - .ALL SOIL CLASSES � W » (SHEARWALL CRITERIA PRESIDES) 1/2" G.W.B. --����J' ,'r --i/ !N-rv<-�'�os�
<br /> w 2x6,f�2 N.F. STUL�S � 16 O.C, �a��,�0/2Y
<br /> FIRE ESCAPES 40. PSF . 4 C� 48" Q C - GRADE 60 �' STRu�T. MEMBERS TO BE 2x6 BASE PL W/16d @ 16" O.C. �
<br /> � #4 � 30 d.C. - GRADE 40 #2 HEM FIR OR BETTER TO JST & 2-16d EA STUD S C I �S 0 R TR U S S . S E C TI 0 N
<br /> GAURDRAILS HANDRAILS 200 L8S AT TOP ANY DIRECTION s' 4 " �
<br /> GAURDRAILS IN-FlLL 50 LBS APPLlED TO 1 SQ. FT. NORIZ REBAR - {2) #4 IN FTGS, 1 SAR W/IN 12° OF TOP OF WALL 2x RIMJOIST W/3-16d EA JST
<br /> NOTE: 6" WALL MAX HEIGMT 4'-6" 3/4" APA RATE� T&G CD INT & SLANT NAIL RIM TO PLATE WHERE APPUCABLE SCALE: 3/8j� _ ��- O��
<br /> , PASS. VEHICLE GARAGE 50 PSF IF ELEVATED 2,000 LB PT. NOTE: SOME JURISDICTIONS ALLOW 1 BAR HORIZONTALLY IF WALL lS 24" TALL. W�EXT. GLUE, NAIL W/10d W/16d � 6 O.C. lYP
<br /> ROOMS (NON-SLEEPING� 40 PSF 10 PSF 50 PSF „ „ „ 6 O.C. C� EDGES & SOLlD BLK'G LAP SHEATH'G FOR SHEAR TRANSFER PRE-ENG ROOF TRUSSES C� 24" O.C.
<br /> SLEEPING ROOMS 30. PSF 10 PSF 40 PSF NOTE: ALL A.B. WASHERS TO BE 3 X3 x1 f 4 10" O.C. IN FIELD 2x4 PRESS, TRT'D SILL PLATE ROOFING PER PLAN
<br /> STAIRS 40 PSF 10 PSF 50 PSF SOLID BLK'G FLOOR JQISTS PER PIAN SEf REBAR REQUIREMENTS fNSTALL PER MFG SPECS.
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. � SUPPORTS DSL UNDER PARALLEL PART. (SHEARWALL CRITERIA PRESIDES) � 12 BAFFLE W/ 1" MIN. AIR SPACE
<br /> PLYWQ PER PLAN FRAMING 18" MIN.,CLEARANCE � � � SEE H2.5, H4, H5 EA TRUSS/RAFTER OR
<br /> LUMBER STRENGTH: PER 2012 IRC & 2001 N.D.S. STANDARDS w/1od �s" EDGE PER PLAN 12" MIN UNDER BERMS --� GRADE: SIOPE AWAY �PLAN N-1 @ EVERY OTHER TRUSS/RAFTER TO TOP PLATES
<br /> HEM FIR FOR 2x MEMBERS, DOUG FIR FOR BEAMS & HEADERS U.N.O. , r� ,R=3Q•INSULAT►ON U.N.a < - FROM FouNOA�noN
<br /> SlMPSON A35 �1C�' o c >� `� Z � 1`4'�PER=FOOj 2z SCRND. VENT BLKG.
<br /> JOISTS & RAFTERS FIBER STRESS SHEAR ELASTICITY OR A35 E.S. Q 24 ofc �� INSUL P�UMBING & MECH. - � / � L lNSUL BAFF�E POSITION TO 7RANS, ROOF FQRCES TO
<br /> 2x HF 2 850 75 9.3 2x BL ' �16" o% �'� �N d� i�'�� � '��$ 12" ABU BLON+N TOP PL. RIP FROM 2�C6 TO FIT VERT.
<br /> 2 P.T. PLATE FOR�3� JSF SPA INT, GRADE 6 MIL BLACK PO�.Y BARRIER a ' � � ROOF DRAIN-4" TIGHTLINE . ��'C „ EDGE NAIL ROOF SHTH G 8d GALV.
<br /> 2x DF �2 875 95 1.6 w �c10° A.B. WI Od � 4 T0 SEE DETAIL 1 F4R LAP 12" MIN & UP F/W TO SILL 3" 6 3" SEP FROM FTG DRAIN 6 ABV BATT � 6" O.C. TYP.
<br /> BEAMS & HEADERS �18 0.� PtYW00D ALL OTHER INFO
<br /> 4x DF #2 875 95 1,s TOP CO(�NECTI4N �� 4" DIA PERF PIPE IN WASHED INSULATION PER 2012 WSEC - R49
<br /> 4x DF #1 1000 95 1.7 � �� . 1 0 GRAVEL. CONNECT TO
<br /> 6x DF #2 875 85 1.3 6" M�N P AR A LLEL 0 N E S TO R Y S E C T{ 0 N APPROVED DiSCHARGE 26 GA. CONT.
<br /> 6x.Df . 1 1350 S5 1,6 - #4 �16" o% 1/2" G.W.B.
<br /> .,� t.5" MIN �ALUM. GUTTER
<br /> GLU-LAM IIMBERS 2 CLRAX �2 4 WHERE APPLfCABLE SCAL.E: 3�8�� _ � '- Q�� 2-2x6 TOP PLATES TYPICAL FASCIA
<br /> DF/LARCH (16F-V3 D�JDF 16Q0 165 1.5 8° c� C,�A�, � LAP SPLICES 48" W(8)16d PER P�AN
<br /> DF/LARCH (24F-V4 DF�D� 2400 165 1.8 �H���, a� � � � 6x8 OR 4x8 #2 D.F. HQR.
<br /> CANTILEVERED GLU-LAM TI BERS 24F-V$ D/F D�F x 2x4 #2 H.F.,, 3/8 MW CDX PLYWOOD SHTG � � UNLESS NOTED
<br /> GLU-LAM BMS TO BE KILN DRIES D.F. DISPLAY AITC STAMP. � SCALE: NONE STUD'S @ t6 O.C. NAIL 6� EDGES, 12" FIELD � 4x8 W/ 2" FOAM BOARD•.��d0,�:
<br /> ALL STRUCTURAL MEMBERS T0.8E #2 HEM/FIR OR BETTER AS � sTRUCT. MEMBERS To BE „ SIDING PER ELEv,
<br /> �4x24" �12" o/c TOP CONNECTION #2 NEM/f!R OR BETTER 2x4 PRESS. TRT'D SILL PLATE �n- 1�2 �•W�• � 0/ 15# FELT.
<br /> NOTED ON PLQNS �' Z R-21 INSULAT1oN: U:N.O.
<br /> 3'-0" �d1N PERPENDICULAR SEE REBAR REQUIREMENTS o
<br /> n � NAII TO FREE EDGE Of
<br /> PLYWOOD INDEX: CD ROOF AND SUBFLOOR SHEATHING PER �a����� coNc Frc 4 CONC. SLAB ON SAND Q ..,�„ „
<br /> TABLE R503.2.1.1 1 WALL SHEATHING PER TABLES R602.3I3 w/ (3) - #4 Cot�T �NERAI NOTES: FILL TAMP AS REQ > STUD OR PROVIDE 4 MIL. G��'.yaC�'i,Gf�/�JL.
<br /> ( �• l } IBC 2012 EDIT1oN ' � � � VAPOR BARRIER.
<br /> � <- � � GRADE: SLOPE AWAY �' �
<br /> SHEATHING FASTENERS PER TABLES R602.3t1} & �2�. 35 PCF EQUIVILENT FLUID PRESSURE 4 � �� < � � a� . �!�QU//�v�
<br /> 2QOQ PSF SOIL BEARING PRESSURE oa9 ° l'o � �a FROM FOUNDATION w �
<br /> WALL BRACING & BRACED WALL LINES PER R642.10 BRACED WALL 5o PSF-SURCHARGE � - i z � � 2x6 #2 H.F. STUDS @ 16 O.C.
<br /> i' t
<br /> 4"v FTG , '-iiHT Tj�I r � � 1/4�PER- OOT- OR 2�4" O.C. STACK FRAME
<br /> LOCATION, TYPE, & AMT PER FIG R6Q2.1Q.1.1 TABLE R602.10.1.3 DRqiN �t� 5 SACK CEMENT PER CUBIC YARD, T���� � . �" It?„lc� ��' � �I 3 STRUCT. MEMBERs To BE
<br /> � GRAVEL POCKET �AXIMUM�6�GALLO S�WARI'EER P R SACKGTN, ��a� =�. •. � ROOF DRAtIV-4 TIGNTLINE �' r #2 HEM/FIR OR BETfER 2x6 BASE PL. YV/16d � 16" O.C:
<br /> SEP FROM FTG DRAIN j C3,C. � TO JST & 2-16d EA STUD
<br /> . STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). � � � � GRADE 60 S1EEL fOR & LARGER 3/4' APA RATED T&G CD INT
<br /> g^ GRAD€ 40 STEEL FOR �4 & SMAILER 4" DfA PERP PIPE IN WASHED W�EXT. GLUE, NAIL W�lOd 2x RIMJOIST W�3-16d EA JST
<br /> ALL WOOD IN CONTACT W/ CONC. TO BE PRESS. TRT'D. CLR $" Z,_on BQ�RING BACKFlLL WITH POUROUS MAlERIAL• GRAVEL CONNECT TO 6 O.C. � EDGES & SOL1D BLK'G & SLANT NAIL RIM TO PLATE
<br /> WQOD EXPOSED i0 WEATHER TO BE PRESSURE TftT�D DO NOT CREATE AN UNE4UAL eACkFllI UNTiI APPROVED DISCHARGE 10" O.C. iN FIELD �y
<br /> OR NATURALLY DURABLE PER 319. COMPACTED FRdN?FILL 4' SLAB W/ FOO�NG BACK FlLL IS COMPACTED IN PLACE G A R A G E W A L L S E C TI�N �'sd ° 6'� Q.C. TYt�
<br /> 6 1:2 (V:H) MAX SLOPE "or" 6X6 Wt.4 X Wt.4 WWF SOLIO BLK fL00R JSTS PER PLAN LAP SHEATH'G � IN BOTH
<br /> ALL FASTENERS {LESS THAN 1/2" DIA} INSTALLED IN ExTEN� s'-o" M�� OR #3 �12"o/c E.w. W H E R �A P P L I C A B L E S C A L E: 3�5�� _ � �- O" @ SUPPORTS DBL UNDER PARALLEL PART. D I R E C T f O N S F O R S H E A R T R A N S F E R
<br /> PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED R317.3 R E S T R�t N E D F O U N D A T I 0 N W A L L �
<br /> V E R I F Y A L L N A I L I N G, B O L T I N G, A N D O T H E R C O N N E C T I O N S T O 2 x 6 �2 H E M/F I R �/2" G.W.B.
<br /> COMPLY WITH ENGINEERS SHEARWALL SCHEDULE, WHERE APPLICABLE " ' " 2-2x6 TOP PLATES PROVIDE VAPOR BARRIER OVER
<br /> (F APPLICABIE. SCALE: 3/8 = 1 - � 3/4" APA RATED T&G C� INT 1/2" CDX PLYWOOD SNTG WARM SIDE OF INSULATION � RIM.
<br /> OVER 6 TALL NAII 6 EDGES, 12" FIELD LAP SPLICES 48" W(8)16d
<br /> W EXT. GLUE, NAIL W/1Od (HERE AND U GARAGE TO HOUSE)
<br /> ROOFING OPTIONS: (VERIFY WlTH JURISDICTION) 6'�O.C. � EDGES & SOLID 8LK'G 2x6 BASE PLATE 6x10 OR 4x10 �2 D.F. HDR. /� i
<br /> t� S H A K E/S H I N G L E R O O F:. I N T E R W E A V E W/ 1 8" W I D E S T R I P S S P�RR P L A N D�E A C H S���q P 10" 4:C. IN FIELD UNLESS NOTED t�-'�� '�''��• �'���
<br /> OF 30 FELT. FASTEN W 2 GALV. FASTENERS PER EA. PIECE �DGE NAIL S HTG � - 2x RIM JOIST 4x10 W 2 FOAM BOARD l�-J� h;�� 5 8" T-1--11 PLYtMD OR
<br /> # � � ). c7 FLOOR JSTS PER PLAN ',� ,• � � �/2" CDX PLYWOOD SHTG
<br /> 1x6 STD OR BTR SKIP SNEATHING C�? 10" O.C. UNO �� SOLID BLK C� SUPPORTS
<br /> WITH SOLID SHEATHING C� �VERHANGS MSTC66 � CENTERLINE ��'' t � � ��2 �•W�• OR 7/16" O.S.B.,. NAIL 8d
<br /> - (2) 8d EA PIECE, EA RAFTER/TRUSS OF RIM JST A D ��� �`�'i 0 6° Q.C. EDGE, 12° IN FIELD
<br /> FILL ALL HOLES w�t&d . � G t°C��� 2-2x6 TOP PLATES i � F= » (24° O.C. STUDS 6" IN fiELD)
<br /> � COMPOSITION ROOF: ON NONPERFORATED 15# FELT FRAMING PER 'j i 3/8 MIN SOFFIT ¢ 2x6 #2 H.F.STUQS � 16 O.C.
<br /> PLAN !� LAP SPLICES 48 i W OR 24" O.C. STACK FRAME SHEARWALL CRITERIA PRESIOES
<br /> FASTENED W 4 GALV. FASTEN£RS PER EA. PIECE � �� � t CONT. VENT � � �
<br /> 1/2 GDX PL.YWOOD 5HEATHING OR EQUlV ' b L� � (���� w STRUCT. MEMBERS TO BE
<br /> WITH 1/2" CuX PLY SHEATHING � OVERHANGS NOTE: IF S1RAP OVERLAP IS ftEQ'D, (10)-16d � �I� ��' , •Rz�Q INSULAl10N U.N.O. W #2 HEM/FIR OR BETTER 2x6 BASE PL. W/16d 4 16" Q.C.
<br /> NAI�ED W/8d � 6" O.C. EDGES, 12". FIELD NAILS MIN SHALL GO THROUGH BOTH STRAPS. �{�'�'" CANTILEVER WlLL SIT ON �_ � 0/ UNHEATED SPACES "' TO JST 8c 2-16d EA STUD
<br /> RELOCAIE MSTC ABOVE CENTERLINE IF REQ'D. STANDARD EXT, WALL-2 STORY PER PLAN 2x RIMJOIST W/3-16d EA JST
<br /> OR STANDARD FND YYALL 3/4° APA RATED T&G CD INT & SLANT NAIL RIM TO P�ATE
<br /> 4 3/8" � W�EXT. GLUE, NAIL W/1Qd W/16d � 6" O.C. TYP
<br /> � STRAP PER PLAN �A N T) L E VE f\ S E C TI 0 N 6 O.C. � EDGES & SOLiD BLK�� - LAP SHEATH'G FOR SNEAR TftANSFER
<br /> i 1Q" O.C. IN FIELD
<br /> LOCATE UNDER �, > ,> 2x4 PRESS. TRT'Q S1LL PLATE
<br /> STRAP �OCATiON PONY WA�I. CONSTRUCII�N: WHERE APPLtCABLE SCALE: 3/8 = 1 - 0 50LID BLK FLOOR JSTS PER PLAN � SEE REBAR REQUIREMEN7S
<br /> x 2x6 MATCH ABOVE 4 16 O.C. SNEARWALL CR(T�RIA PRESIDES
<br /> �� ABOVE SHEARWAIL SPECIFICATIONS C� SUPPORTS D8L UNDER PARALLEL PART. ( )
<br /> � ° a o FROM SHEARWALL ASOVE R�N 18" MIN. CLEARANCE �H��INSULATI4N U.N.O. -
<br /> �
<br /> 1 a,� 12" MIN UNDER BEA��INSUL. PLUMBING & MECH. ` , � �•. GRADE: SLOPE AWAY
<br /> , NOTE: �� I � z FROM FOUNDATION
<br /> � �� *SEE REBAR REQUIREMENTS (LEFT BOT. CORNER) -� g @•1/4"PER-FOQF
<br /> IF FOOTING IS POURED SEPERATELY � , . �,,� f�y��,���. �����,.�
<br /> PROVIDE #4 REBAR VERTS C�? 48" � 3/4" PLYWOOD RISER INT: GRADE ,° � � ROOF DRAIN-4" TIGHTLINE'
<br /> STEM WALL OR 1x8 RIPPED �FQ FIT
<br /> � - O.C. MAX. WlTH STD. HOOK PER 6 Mll. BLACK POLY BARRIER „ '� SEP FROM fTG DRAIN l��
<br /> �,, Z CO DRAWfNG. EXTEND TO 3" GLR ;; PER PLAN �-�/s" NARD@OARD 7READ LAP 12" MIN & UP F/W TO SIL� 4 4
<br /> � � z FROM BOT OF FTG; ROTATE HORIZ 6n ��N F�N GRADE ��i � W/ ROUNDED NOSING -� 4" DiA PERF PIPE IN WASHEQ
<br /> � N � TI=I i OR 2x12 W/45d EDGE `�y' ('� �/
<br /> EXTENSION PARALLEL TO WALL ��i�!� t/2� G,w.g. T V V O S TV R I S E C TI �N APPROVEDOD.ISGHARGE
<br /> FOR PROPER CONCRETE COVER. i� (3} 2x12 S7RINGERS TYP.
<br /> z „ � • U.N.O. MIDDLE STftINGER W/ » > - ' »
<br /> � 40FTG s�oN� eACK WHERE APPLICABLE SCALE: 3�8 = �I - U .
<br /> 6" S7EMWALL 8" STEMWALL #4 REBAR .W/ - DRAIN W FOOIING
<br /> ' � GRAVEL POCKET 1. HEADROOM, 6'-8" MIN. WID�Fi, 3'-0" MIN. PER i.R.C. R311.7 R404.i.4.2
<br /> 1 2 M I NI M U M i � PER PLAN 2. TREADS 10" MIN., RISERS 7 3/4" MAX. R311.7.4 3. MINIMUM THICKNESS FOR PLAIN CONCRETE fOUNDAl10N
<br /> HORiZONTAL �-i 3. HANDRAlL SHALL BE 34" MIN & 38" MAX. ABovE sTAIR WALLS SHALL BE 7.5 INCHES 191 MM EXCEPT THAT 6 - �3afie ;���-�' � �,�
<br /> HDU8-SDS2.5 HDU8-SDS2.5 .� . � )
<br /> EXTENSION i�i NOSING. HANDRAIL 1-i/2" MIN. 8c 2" MAX. Itv CROSS SECTION & INCHES 152 MM IS PER�iITTED WHERE THE MAXiMUM "°� �`� � �
<br /> W/SST20 A.B. W/SST28 A.B. � _ �� 1/2�MIN. OR 3-1/2" MAX. FROM WALL> RETURN EA. END TYP. � �
<br /> STD. HOOK � �� - > eER u B_ R3��.7.8 WALL HEIGHT IS 4 FEET, 6 INCHES (1372 MM)
<br /> /{ � a ,� � >, 3 CL - BEARING � �G..�'�� Sca{�,_ �_ ����-�
<br /> � � �
<br /> lNSTALL HDU8-SDS2.5 W 2� SDS /a x2k 4. INSTACL FIREBLKG ts� MID STRINGER SPAN & WALL PER R602.8. R404.1.5.2 CONCRETE WAIL THIGKNESS. THE iHIGKNESS OF , �� �'_.`'��ry�"
<br /> .
<br /> SOIL 5. l.R.C. 302J ENCLOSED AND AGCESSIBLE SPACE UNDER STAIRS tS CONCRETE FOUNDATION WALLS SHALL BE EQUAL TO OR GREATER - : ,, .
<br /> TO BE COVERED WITH A MiNIMUM 1/2" c.w.e. THAN THE iMiCKNESS OF THE wALL IN iHE STORY ABOVE. _ � _,� `�
<br /> ' �raarn"�` ��f,,�
<br /> TYPICAL HDU8-SDS {NSTALLATION TYPICAL P�(JY WALL STAIR SECTION DETAIL . -
<br /> WHERE APPLICABLE WHERE APPLICABLE WHERE APPLICABLE aob � '
<br /> SCALE: NONE SCALE: NONE SCALE: NONE �.�-
<br /> -�� �-
<br /> -, � � Sheet : � .:
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<br /> �NW.t ,
<br /> e . O$ f'� Sheefs � .
<br /> H�m?Plann(np Senrices
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