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GENERAL SPE�IFICATIONS
<br /> PRE-ENG ROOF TRUSSES t� 24" o.c. NOTE• DEFERRED SUBMITTAL ITEMS:
<br /> 1. ROOF TRUSS AND LATERAL ENGINEERING
<br /> CODE: 3/4" APA RATED T&G CD INT CONC FOOTING ROOfING PER PIAN 2. MECHANICAL DRAWINGS IF APP�ICABLE
<br /> W EXT. GLUE, NAIL W/1Qd COL PER PLAN BAFFLE W/ 1� M1N. AIR SPACE PRE-ENG ROOF SCISSOR TRUSSES @ 24" O.C.
<br /> 26(%�INTERNATIQNAL RESIDENTIAL CODE (LR.C.) & THE WA. ST. ENERGY ,�
<br /> CODE 201�Z'EDITION A�ONG WITH ALL ADQITIONAL APPLICABLE CODES 6 O.C. � EQGES.& SOLID BLK'G 12 H2.5, H4, H5 EA TRUSS/RAFTER OR
<br /> BUILDING: �� 10" O.C. IN FIEI.D P�T• �SEE H-1 C� EVERY OTHER TRUSS/RAFTER TO TOP PLATES ROOFING PER PLAN
<br /> POST ��AN BAFFLE W/ 1" MIN. A{R SPACE
<br /> �� FLOOR JOISTS REQ'D �
<br /> OCCUPANCY - GROUP: R , TYPE: V N SOLlO BLOCKING 2x SCRND. VENT BLKG. H2,5, H4, H5 EA 1RUSS RAFTER OR
<br /> PER PLAN INSUL BA�FLE PQSlTION TO TRANS. ROOF FORCES TO 12
<br /> � � PLAN VIEW N-i C� EVERY OTHER 1RUSS/RAFTER TO TOP PLATES
<br /> SEISMIC -D- PER 1615 Ss=1.25 FIG. 1615(1� P.T. BMS & COLS PER BM C4L CONN�CT. 12" ABV BLOWN TOP PL.. RIP FR4M 2x6 TO FIT VERT. SEE 2x SCRND. VENT BlKG. EA HAY
<br /> FOUNDA110N PLAN W/P.T. 2x4,OR W P.T. 2x6 TIES EDGE NAIL ROOF SHTH'G 8d GALV, � 6"O.C. INTERfOR PITCH: PLAN
<br /> Si= 0.40 /FIG. 1615(2) 6" ABV BATG
<br /> 2-16d BM & COL A SIDE POSf�ION TO TRANS. ROOF FORCES TO
<br /> WINQ (EXPOSURE B) BASIC SPEED - 85 MPH PER FIG. 1609 SECURE P�ST TO INSULATION PER 201�,WSEC - R49 PER PLAN TOP PL. RIP FROM 2x6 TO FIT VERT. ,
<br /> PRESSURE PER TABLE 1609.6.2.1(1� W/2 -8d NAIIS 2x6 PRESSURE EDGE NAIL ROOF SNTH G 8d GALV. @ 6'O.C.
<br /> REQUIREMENTS: PER POST TREATEQ SILI PLATE
<br /> ` 26 GA. CONT. �J� R=38:JNSUL
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS & BUILDING DIMENSIONS, -��_ .,°�: a�4. . - �- INT GRADE �1,S t j2" G.w.6. �ALUM. �UTTER W� PER 2012 WSEC
<br /> Pft(OR TO PROCEEDING WITH THE WORK. ANY VARIATIONS FROM COND(TIONS �� � � i� - ANCHOR PLATE 1�0 FTG. 2-2x6 TOP PLATES TYP}CAL FASCIA 1/2" G.W.B. �
<br /> AND DIME�ISIONS SHOWN ON THE ORAWINGS SHALL BE REPORTEa TO THE n CONC FOOTING PER FND PLAN W/2 CoNC. NAiLS PER PLATE LAP SPUCES 48" W/(8)16d
<br /> DESiGNER FOR RESOLUTiON PRIOR TO PROCEEEDING W17H TNE WORK. ( f V TM E D. B R G. S U P. PER PLAN o 26 GA. CONT,
<br /> 6x8 OR 4x8 #2 D.F. HDR. Z �ALUM. GUTTER
<br /> UNLESS NOTED �/ � 2-2x6 TOP PLATES TYPICAL FASCIA
<br /> WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DiMENSIONS. WHERE APPLICABLE " ' " 4xs W/2" FOAM BOAR�J �l4 SIQING PER ELEV. .4
<br /> CONVENTfON�L LOAaING: PER TABLE 30L5 VERIFY W/JUftISDIC710N SCALE: 3/8 = 1 - 0 �`" 0/ 15# FELT. 1 > LAP SPUCES 48° W/(8)tsd
<br /> J
<br /> LOADING LIVE QEAD TOTAL �� � t/2" G.W,B. �� ��,�� ���� �-' PER PLAN
<br /> AT11CS W/STORAGE 20 PSF 10 PSF 30 PSF � � Z R-21 INSULATION: U.N.O. 5/S" T-1-11 PLYWD OR N 6x8 OR 4x8 #2 D.F. HDR.
<br /> REBAR REQUREMENTS � NAIL TO FREE EDGE OF 1/2" CDX PLYWOOD SHTG UNLESS Nor�o ��SIDING PER ELEV.
<br /> PER TABLE R404.1.2(2} MOQlF1ED `L STUD �R PROVIDE 4 MIL. " 4x8 W 2n FOAM B4ARD-�'!�
<br /> ATTICS NO STORAGE 10 PSF 10 PSF 20 PSF � � > � � #
<br /> �� �., VAPOR BARRIER. ��R 7 16 O,S.B. NAIL 8d I 0/ 15 FELT.
<br /> MAX WALL MAX UNBALANCED MINIMUM UERT REINFORCEMENT SlZE/SPACING �, -' 6 O.C. EDGE, 12" IN FIEID � 2 �W B _�.�^' r'���f /�,fvL�II;D�
<br /> DECKS PER 502.2.1 40 PSF 10 PSF 50 PLF � W (SHEARWALL CRITERIA PRESIDES) / �
<br /> EXTERIOR BALCONIES 60 PSF 10 PSF 70 PSF HEI6HT BACKFIIL HEIGHT FOR 6-8 INCN WAl1S - .ALL SOIL CLASSES w 2x6 �(2 H.F. STUDS � 16" O.C, n
<br /> FIRE ESCAPES 40 PSF �' STR u��T, ME M B E R S T O B E 2 x 6 B A S E P L. W 1 6 d � 1 6 O.C.
<br /> 6' 4' #4 C� 48" O.C. - GRADE 60 #2 NEM/fIR QR BETTER TO JST & 2-16 ER STUD S C I S S�R TR U S S S E C TI 0 N
<br /> �AURDRAILS/HANDRAILS 200 LBS AT TOP ANY DIRECTION 4 � 3o O.G - GRADE 40 2x RIMJ4IST W/3-16d EA JST
<br /> , 3/4' APA RATED T&G CD INT „
<br /> GAURDRAI�S !N-FILL 5Q LBS APPLIED TO 1 SQ. FT. HOR1Z REBAR - (2) #4 IN FTGS, 1 BAR W/IN 12° OF TOP OF WALL � & SLANT NA1L RIM TO PLATE WHERE APPLICABLE SCALE: J7�H�� _ ��- C���
<br /> NdTE: 6' WALL MAX HEIGHT 4'-6° W/16d � 6 O.C. TYP
<br /> PASS. VEHICLE GARAGE 50 PSF l� ELEVATED 2,000 LB PT. W EXT. GLt1E, NAIL W/1od »
<br /> NOTE: SOME JURISDICTIONS ALLOW 1 BAR HORlZONTALLY IF WALL IS 24° TALL. � PRE-ENG ROOF TRUSSES C� 24 O.C.
<br /> ROOMS (NON-SLEEPING) 40 PSF 10 PSF 5a PSF NOTE: ALL A.B. WASNERS TO BE 3��X3"x1 /4�� 60" O.C.�INE�FELD & SOUD BLK'G LAP SHEATH'G FOR SHEAR TRANSFER RQOFING PER PLAN
<br /> SLEEPING ROOMS 30, PSF 10 PSF 40 PSF 2x4 PRESS. TRT'D SILL PLATE
<br /> STAIRS 40 PSF 10 PSF 50 PSF SOLID BLK'6 FLOOR JOISTS PER PLAN SEE REBAR REQUIftEMENTS �WSTA�L PER MFG SPECS.
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. � SUPPORTS DBL UND�R PARALLEL PART. (SHEARWALL CRITERIA PRESIDES) �Z BAFFLE W/ 1" MIN. AIR SPACE
<br /> 18" MIN. CLEARANCE SEE H2.5, H4, M5 EA TRUSS/RAFTER OR
<br /> PLYWD PER PLAN FRAMIN6 `D � ' PLAN N-1 @ EVERY QTHER TRUSS/RAFTER TO TOP PLATES
<br /> LUMBER STRENGTH: PER 2092 IRC & 2001 N.D.S. STANDARDS �
<br /> w/ tod g 6° EDGE PER PLAN 12" MIN UNDER BEAMS GRADE: SLOPE AWAY �--`--
<br /> HEM FIR FOR 2x MEMBERS, DOUG FIR FOR BEAMS & HEADERS U.N.O. '�`R�30 INSULATION U.N.O, a � Z FROM FOUNDA�ION
<br /> J O I S T S & R A F T E R S F I B E R S T R E S S S H E A R E L A S TICI 7Y SIMPSON A35 c�t�° olc � INSUL. PLUMBING & MECH. � �-t/4'�PER=F00� INSUL BAFFLE 2z SCRND. VENT BLKG.
<br /> _ � � POSI�tON TO TRANS. ROOF faRCES TO
<br /> OR A35 E.S. C�24 oJc {��t �j�J � �'��"�' �DI,� '� TOP PL. RIP FROM 2�C6 TO FIT VERT.
<br /> � 12" ABV BLOWP!
<br /> 2x HF #2 850 75 1.3 2F0�jL�3��ST 6SPA�� • INT. GRADE 6 MIL BLACK POLY BARRIER ; � � ROOf DRAIN-4" TIGHTLINE . ' E D G E N A I L R 0 0 F S H T H G 8 d G A I.V.
<br /> 2x DF #2 875 95 1.6 w�vxio" A.B. / 3° � �� 6" AeV BATT � 6" d.C. TYP.
<br /> 2 P'T' �� w od t�4 TO SEE DETAIL 1 FOR LAP 12" MIN & UP F/W TO SILL 6 3" SEP FROM FTG DRAIN �
<br /> BEAMS & HEADERS � 18� �� PLYWOOD ALL 4TNER INFO R49�
<br /> 4x DF �2 875 95 1.s TOP CONNECTIDN �'-0" 4GRAVELECONNECTNT�WASHEO INSULATiON�RE 2QR 12 IHSEC� ' � J�,`� �yf`�
<br /> 4x D F �1 1 0 0 0 9 5 1.7 ,�
<br /> • �fi IN P A R A L L E L APPROVED DISGHARGE 2 6 G A. C O N T.
<br /> 6 x D F #2 8 7 5 s 5 �.3 6" M 0 N E S TO R Y S E C T10 N ��2° ��W��� ,�
<br /> ALUM. GUTiER
<br /> �4 �16� o% TIPICAL EASCIA
<br /> 6x DF�.�1 1350 85 1.6 t.5" MIN „ , „ 2-2x6 TOP PLATES
<br /> GLU-LAM TIMBERS �'C�RAX g� c 12 WHERE APPLICABLE SCALE: 3/8 = 1 - 0 LAP SPLICES 48" W(8)16d PER P�AN
<br /> DF/LARCH 16F-V3 DF�DF� 1600 165 1.5 � 6x8 oR 4x8 #2 D.F. HDR.
<br /> DF/LARCH �24F-V4 DF/DF) 2400 165 1.8 v o
<br /> CANTILEVER D GLU-LAM TIMBERS 24F-V8 D�F D/F x �H. � � °� 2x4 #2 H.F.� 3/8" MIN CDX PLYWOOD SHTG UNLESS NOTED
<br /> GLU-LAM BMS TO BE KILN DRIES D.f. DISPLAY AITC STAMP. � SCALE: N�NE STUD'S � 16 O.C, NAIL 6" EDGES, 12" FIELD 4x8 w/ 2" FOAM BOARD SIDING PER ELEV.
<br /> STRUCT. MEMBERS TO BE 1/2" G.W.B. 0 15
<br /> ALL STRUCTURAL MEMBEftS TO.BE #2 HEM/FIR OR BETTER AS � #axz4" ��2" o/� TQP CO N N E C T)�N #2 NEM/FIR OR BETTER 2x4 PRESS. TRT D SILL PLATE � � / # FELt.
<br /> z R-21 INSULATION: U:N.O.
<br /> r�o�Eo or� P�aNs P ER P EN D i CU LAR SEE REBAR REQUIREMENTS o
<br /> PLYWOOD WDEX: CD ROOF AND SUBFLOOR SHEATHING PER 3'-0" M{N CONC FTG 4" CONC. SlAB ON SAND � NAIL TO FREE EDGE OF
<br /> FRONTFILL W j (3) - �4 CONT �NERAL NOTES:N FILL, TAMP AS REQ � � � VAPOR BARROV�IDE 4 MIL. _:., �' I�JS(,�Z�•�,,� {�/�
<br /> T A B L E ft 5 0 3.2.1.1(3). W A L L S H E A T N I N G P E R T A B L E S R 6 0 2.3(3} I B C 2 d 1 2 E D I T I O . .a. . - G R A D E: S L O P E A W A Y '�'
<br /> SHEATHiNG FASTENERS PER TABLES R602.3(1) & (2). 35 PCF E4UIVILENT FLUID PRESSURE ° r�o � o�'� o . � °� � F w , y' ,�' ,�-' {�.� �i��;�'L fw �f�
<br /> 200o PSF SOIL eEARING PRESSURE o o3'r ° � o„oI'o � : �o z FROM FOUNDATION � 2x6 2 H.F. STUDS Co? 16" O.C.
<br /> W A L L B R A C I N G & B R A C E D W A L L L I N E S P E R R 6 0 2,1 0 B R A C E D W A L L 4"� F T G 5 o P S F S U R C H A R G E •--r j�,��_�( �� -! � t� 1/4" PER FOOT O R �4" O.C. STACK fRAME ����`''
<br /> DRAIN IN 5.SACK CEMENT PER CU91C YARD, ��J- � ROOF DRAIN-4 TIGHTLINE S T R U G T. M E M S E R S T O B E
<br /> LOCATION, TYPE, 8c AMT PER FIG R602.10.1.1/TABLE R602.10.1.3 GRAVEL POCKET 2500 PSI MINIMUM COMPRESSIVE SIRENGTN, �� 'I� •� n #2 HEM��lR OR BETTER 2x6 HASE PL W�16d � 16" O.C:
<br /> o, � � � MAXIMUM 6 GALI.ONS WATER PER SACK S E P F R O M F T G D R A I N 3/4'� A P A R A T E D T&G C D I N T TO dST & 2-16 EA STUD
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R602.3(1). cRA�E so s�E� FOR & LARGER
<br /> 3» GRADE 40 STEEL FOR � & SMALLER 4° DIA PERP PIPE IN WASHED �'�O.C. � EDGESI&WS01GID BLK'G 2x RIMJOIST W/3-16d EA JST
<br /> $" e ARING BACKFlLL WITH POUROUS MATERIAL• GRAVEL CONNECT TO & SLANT NAIL RiM TO PLATE
<br /> ALL WOOD IN CONTACT W/ CONC. TO BE PRESS. TRT D. c�R 2'_0" S�IL p0 NOT CREATE AN UNEQUAL 6AC{CFfLL UNTIL APPROVED DISCHARGE 10" O.C. IN FIEL� W�16d Q 6" 4.C, TYP
<br /> WOOD EXPOSED TO WEATHER TO BE PRESSURE TRT'D COMPACTED FRONT FlLL 4" SLAB W/ FOOTlNG BACK F1LL IS COMPACTED IN PLACE G A R A G E WA LL S E C TI.0 N So��o B�K FLOOR JSTS PER PLAN
<br /> OR NATURALLY DURABLE PER 319. � t;2 (V:H} MAX SLOPE "or" sxs w�4 x w�.a wwF LAP SHEATH'G � IN BOTH
<br /> ALL FASTENERS tLESS TNAN 1�2" DIA) (NSTALLED IN EXt�No s'-0" M(N OR �3��12"o/c E.W. WHERE APPLICABLE SCALE: 3�5�� _ � '- O" � SUPPORTS DBL UNDER PARALLEI PART. DIRECTIONS FOR SHEAR TRANSFEft
<br /> PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED R317.3 R E S TR A� N E D F O U N D A T) O N UVA LL
<br /> VERIFY ALL NAILING, BOLTING, AND OTHER C�NNECTIONS TO 1� 2x6 #2 HEM/FIR 1/2" G.W.B.
<br /> „ , „ � 2-2x6 TOP PLATES PROVIDE VAPQR $ARRIER OVER
<br /> COMPLY WITH ENGINEERS SHEARWALL SCHEDULE, IF APPLICABLE. WHERE APPLIGABLE SCALE: 3/8 = 1 - 0 ��� � 3/4" APA RA�ED T&c C� INT �/z" CDX PLYWOOD SHTG �_ WARM SIDE OF INSULATION � RIM.
<br /> t� �AP SPLICES 48' W(8)16d
<br /> OVER 6' TALL ��tJ'�� W�EXT. GLUE, NAII. W/10d NAIL 6" ED6ES, 12" FIELD (HERE AND Q GARAGE T4 HOUSE)
<br /> 6x10 OR 4x10 #2 D.F. HDR. �,tl ` //��� �fl
<br /> ROOFING OPTIONS: (VERIFY WITH JURISDICTION) E p � ` t 6 O.C. 4 EDGES & SOUD BLK'G 2x6 BASE PLATE UNLESS NOTED �r '� �
<br /> � 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" WIDE STRIPS S P E RR P L A�L DO�IAt�� ST�1DS� N � s'V 10° a.C. IN FIE�D \ „ �� �
<br /> q � � 2 x R I M J O I S T 4x10 W/ 2 FOAM BOARD�,��(� ��" 5/8: T-1-11 PLYWD OR �D�� �l.//�-
<br /> O F 3 0# F E L.T. F A S T E N W/ (2): G A L V. F A S T E N E R S P E R E A. P l E C E �NGQE N A I L S H T G � �� F L O O R J S T S P E R P L A N � � ,�; 1/2 C D X P L Y W O O D S H T G
<br /> 1x6 STD OR STR SKIP SHEATHWG Q 10" O.C. ��' SOLIQ BLK C� SUPPORTS 1/2" G.W.B. OR 7/16" O.S.B., NAIL 8d
<br /> WITH SOL.ID SHEATHING C�J OVERHANGS M S T C 6 6 � C E N T E R L I N E � z 6" O.C. E D G E, 1 2° I N F I E L D
<br /> (2) 8d EA PIECE, EA RAFTER/TRUSS OF RIM JST A D
<br /> � C O M P O S I T I O N R O O F: O N N O N P E R F O R A T E D 1 5# F E L 7 FILL ALL F10LES w�16d FRAMING PER 2-2x6 TOP PLATES i 3 8" M!N SOFFIT � 2x6 #2 N.F.STUQS � 16" O.C. (24" O.C. STUDS 6" IN FIELD)
<br /> P L A N L A P S P U C E S 4 8° i CONT. VENT � O R 2 4 O.C. S T A C K F R A M E (SHEARWALL CRITERIA PRESIDES)
<br /> FASTENED W 4 GALV. FASTENERS PER EA. PiECE i
<br /> W STRUGT. MEMBERS TO BE
<br /> 1/2" C D X P L Y W O O D S H E A T H I N G O R E 4 U I V r�' � �+R�'INSULA110N U.N.O. w #2 H E M f F I R O R B E T T E R 2 x 6 B A S E P L. W/1 6 d C� 1 6" O.C.
<br /> WITH 1/2" CCX PLY SHEATNING � OVERHANGS NOTE: IF STRAP OVERLAP 1S REQ'D> (10)-16d CANTILEVER WILL SIT ON �� � 0/ UNHEAIED SPACES "' TO JST & 2-16 d EA S7UD
<br /> NAILED W/8d � 6" O.C. EDGES, 12'. FfELD NAILS MIN SHALL GO THROUGH BOTH STRAPS. PER PIAN 2x RIMJOIST W 3 1fid EA JST
<br /> RELOCATE MSTC ABOVE CENTERLINE IF REQ'D. STANDARD E�T. WALL-2 STORY & SLANT NAIL RIM TO PLATE
<br /> / OR STANDARD FND WALL 3/4" APA RATED T&G CD !NT
<br /> 4 3 8� � �A N TI L E VE R S E C TI 0 N �,�EXT. GLUE, NAIL-W/10d W/16d � 6° O.C. TYP
<br /> I STftAP PER PLAN 6 O.C. @ EDGES &.SOL1D BLK'G LAP SHEATH'G FOR SHEAR TRANSFER
<br /> 10" O.C. IN FIELD 2x4 PRESS. TR7'D SILL PLATE
<br /> i LOCATE UNDER PONY wAL� CONSTRUCTiQN: WHERE APPLICABLE SCALE: 3�8�� _ � �- O�� SOLID BLK F100R JSTS PER PLAN SEE REBAR REQUIREMENTS
<br /> ,� STRAP LOCATION 2x6 MATCH ABOVE fl 16' O.C. f SHEARWALL CRIT�RIA PRESIDES
<br /> Q Z ABOVE SHEARWALL SPECIFICAIIONS 0 SUPPORTS DBL UNDER PARALLEL PART. t )
<br /> �� FROM SHEARWALL ABQVE R�� 18° MIN. CIEARANCE R�INSULATION U.N.O. - -
<br /> ° � ��, 12" bIIN UNDER BEAMS INSU�. PLUMBING & MECH. ' , � �-.-=GRA�E: SLOPE AWAY
<br /> I N OTE: �� � z FROM FOUNDAl10N
<br /> � �L,� ,-*SEE REBAR REQUIREMENTS (LEFT BOT. CORNER) Q �� -! g �C�'1�4��R�FOQT-• ���
<br /> I F F O O T I N G I S P O U R E D S E P E R A T E L Y - � ,° ROOF DRAIN-4° TlG�E � t'
<br /> PROVIDE �4 REBAR VERTS � 48" OR41x8LRPP�ED RQ�fT �� INT. 6R MDE B L AC K POLY BARRIER � � SEP FROM FTG DRAIN ��'�'
<br /> 00 � O.C. MAX. WITH STD. HOOK PER STEM WALL l.
<br /> PER P�AN LAP 12" MIN & UP f W TO SILL 4 4
<br /> Z � > .�; . 1-1/8" HARDBnARD TREAD �
<br /> • DRAWING. EXTEND TQ 3' CLR '-3' 4" DfA PERF PIPE IN WASHED
<br /> �n g � z 6" t�►N FiN GRADE !j , W/ ROUNDED NOSING
<br /> � � FROM BOT OF FTG; ROTATE HORIZ
<br /> �- N EXTENSION PARALLEL TO WALL �ii�i Oft 2x12 W/45d EDGE T�/p S TO R Y S E G Ti 0 N �RA��. N ,
<br /> ,_ �/2" c.w.a. APPROVED RISGHARGE
<br /> FOR PROPER CONCRETE COVER. �' (3) 2x12 STRINGERS TYP. �� � ��
<br /> � U.N.O. MIDDLE STRINGER W/
<br /> � 4"�FTG s�rRo�c BACK WHERE APPLICABLE SCALE: 3/8 = 1 - 0 .
<br /> DRAIN IN FOO�ING R404.1.4.2 .
<br /> 6" STEMWALL 8�� STEMWA�L #4 REBAR .W/ ° � GRAVEL POCKET 1. HEA�RooM, 6'-8" MIN. WIOTH, 3'-0" MIN. PER I.R.C. R311.7
<br /> PER PLAN 3. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION
<br /> 12 MINIMUM � � 2. TREAQS 10" MIN., RISERS 7 3/4" MAX. R311.7.4
<br /> HQRIZONTAL i • � I-_ 3. HAND�A�L SHALL BE 34" MIN & 38" MAX. ABOVE STAIR WALI.S SHALL BE 7.5 INCHES (191 MM} EXGEPT THAT 6 C1ate � '�� ��r~�
<br /> HDU8-SDS2.5 HDU8-SDS2.5 EXTENSION i� NOSJNG. H�NDRAIL 1-t/2" MIN. & 2" MAX. IN CROSS SECTION & iNCHES (152 MM) IS PERMITTED WHER� 7HE MAXIMUM
<br /> W/SST20 A.B. W/SST28 A.B. STD. HOOK � n � _� � `>>1/2" MI : OR 3-1/2" MAX. FROM WALI, RETUR(v EA. END TYP. WALL NEIGHT IS 4 FEET, 6 INCHES (1372 MM).
<br /> �'" P�R U.B.C�R311.7.8 Sca6e , �
<br /> „ :, 3 CL - 4. I STALL,�FIREBLKG � MID STRINGER SPAN & WALL PER R6d2.8. R404.1.5.2 CONCRETE WALL THICKNESS. THE THICKNESS OF ���ti�
<br /> lN�TALL HDU8-SDS2.5 W/(20)SDS %4 x2� S��RING � 5. INR.C�302.7 ENCLOSED AND ACCESSIBLE SPACE UN[�ER STAIRS !S CONCRETE FOUNDATION WALLS SHALL BE EQUAC 1`0 OR GREATER �-
<br /> TO BE COVERED WITH A MINIMUM 1/2" G.w.B. THAN THE 7NICKNESS OF THE WALL IN THE STORY ABOVE. • pra�n
<br /> ..... .... . ...... .. .
<br /> TYPICAL HDUH-SDS INSTALLATION TYPICAL PONY WALL STAIR SECTION DETAIL Job
<br /> WNERE APPLICABLE SCALE: NONE WHERE APPLICABLE SCALE: NONE WHERE APPLICABLE SCALE: NONE � �� �
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<br /> . .. ..._, ,� �a
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<br /> ° �$ �,,�'q �}�e@�S
<br /> P�: 0 � . 7l:i��Pia�iflifi8 S°i>�:?S �� � a
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