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� �ENERAL SPECIFICATIONS PRE-�N� RoaF TR�SSES � 24" o.c. NOTE: DEFERRED SUBMITTAL ITEMS:
<br /> ROOF►NG PER PLAN i. ROQF TRUSS AND LATERAL ENGINEERING
<br /> CODE: 3/4° APA RATED T&G CD 1NT 2. MECHANICAL DRAWINGS IF APPLICABLE
<br /> 26�%INTERNATIONAL RESID�NTIAI CODE (I.R.C.) & THE WA. ST. ENERGY W,�EXT. GLUE, NAIL W/10d COL PER PLAN CONC FOOTING BAFFLE W/ t" MIN. AIR SPACE
<br /> 6 O.C. (� EDGES & S4tID BLK'G PRE-ENG ROOF SCISSOR TRUSSES C� 24" O,C.
<br /> CODE 2012 EDITION A�ONG WITH ALL ADQITIONAL APPI.lCABLE CODES 12 H2.5, H4, H5 EA TRUSS/RAFTER OR
<br /> 10n O.C. IN FIELD P.T. ROOFING PER PLAN
<br /> BUILDING: POST �S��AN H-1 @ EVERY OTNER TRl1SS/RAFTER TO TOP PLATES BAFFLE W/ 1" MIN. AIR SPACE
<br /> FLOOR JOISTS REQ�D
<br /> OCCUPANCY - GROUP: {R�, TYPE: V N F'ER PLAN SOLID BLOCKING INSUL BAFFLE 2x SCRND VENT SLKG H2.5, H4, H5 EA TRUSS/RAFTER OR
<br /> PLAN V1EW PQSITION TO TRANS. ROOF FORCES TO H-i (� EVERY OTHER TRUSS RAFTER TO TOP PLATES
<br /> SEISMIC -D- PER 1615 Ss=1.25 FIG. 1615(1� P.T. BMS & COLS PER BM COL CONN CT. 12" ABV BLOWN TOP PL.. RIP FROM 2x6 TO F1T VERT. 12 �
<br /> St= 0.40 �FIG. 1615(2� FOUNDATIQN PI.AN WJP.T. 2x4,OR W�P.T. 2x6 TIES n EDGE NAIL ROOF SNTH'G Sd 6ALV. � 6"O.C. �SE� 2x SCRND. VENT BLKG. EA BAY
<br /> 2-16d 8M & COL A SIDE 6 ABV BATT INTERfOR PITCH: PLAN POSITION TO TRANS. ROOF FORCES TQ
<br /> WIND (EXPOSUftE B) BASfC SPEED - 85 MPH PER FIG. 1609 SECURE POST TO PER PLAN TOP PL.. RIP FROM 2x6 TO FIT VERT.
<br /> " REQUIREMENTS: PRESSURE PER TABLE 16Q9.6.2.1(1) W/2 -Sd NAILS 2x6 PRESSURE INSUlATION PER �Gi� WSEC - R49
<br /> PER POST a TREATEn SILL PLATE EDGE NAIL ROOF SHTH'G Sd GAIV. @ 6"O.C.
<br /> - d�. a'4 - INT GRADE �/� , 26 GA, CONT. R-38 INSUL
<br /> CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, & BUILDING DIMENSIONS� --��-�� . , a . Tr 1�2' G.w.e. �ALUM. GUTFER PER 2012 WSEC
<br /> � i - : � � � ANCHOR PLATE TO FTG.
<br /> PR1QR TO PROCEEDING WITH THE WORK. ANY VARIATIONS FROM COND(TIDNS 2-2x6 TOP PLATES TYPICAL FASCIA 1 2" G.W.B.
<br /> AND DIMENSIONS SNOWN QN THE DRAWINGS SHALL BE REPORTED TO THE C0�1'C �OOTiNG PER FND PtAN W/2 CONC. NAfI.S PER PLA7E ! LAP SPLICES 48" W/(8)16d /
<br /> DESiGNER FOR RESOLUTION PRIOR TO PROCEEEDING WITH THE W4RK. � N TM E D. B R G. S U P. � 6x8 OR 4x8 2 D F. HDR, PER PLAN o A�UMA�GUTfER
<br /> WRiTTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCAIED DIMENSIONS. ' � UNLES� NOTED � SIDING PER ELEV. �
<br /> WHERE APPLlCABLE SCALE: 3/8�� _ � �- O�� � � 4x8 W/2° FOAM BOARD��l 0/ 15# FELT. w 2-2x6 TOP PLATES TYPICAL FASCIA
<br /> CONVENTIONAL LOADING: pER TABLE 301.5 VERIFY W/JURISDICTION > LAP SPLICES 48" Wj(8}16d
<br /> LOADING LIVE DEAD TOTAL _'� � 1/2" G.W.B. �_L� y�;/��, ��,{'"���Lfbll. w PER PLAN
<br /> ATTi,CS W STORAGE 20 PSF 10 PSF 30 PSF � a R-21 INSULATION: U.N.O. 5/8, T-1-11 PLY4YD OR � 6x8 OR 4x8 #2 D.F. HDR.
<br /> / REBAR REQUREMENTS � NAIL TO FREE EDGE OF t/2 CDX PLYWOOD SHTG UNLESS NOTED SIDING PER ELEV.
<br /> AT11CS NO STORAGE 10 PS� 10 PSF 20 PSF PER TABLE R404.1.2 2 MODiFIED > STUD OR PRQVIDE 4 MIL. �a� � �6" o,S.6. NAIL 8d 4x8 W 2" FOAM BOARD R-�� �`''---'
<br /> DECKS PER 502.2.1 4Q PSF 10 PSF 50 PLF � } � VAPOR BARRIER. � � � 0/ 15#.fELT.
<br /> -� 6" O.C. EDGE, 12" IN FIELD
<br /> MAX WALL MAX UNBALANCED MiNIMUM VERT RElNFORCEMENT SlZE/SPACING '-�' (SHEARWALL CRITERIA PRESIDES) 1/2" G.W.B. � G
<br /> EXTERIOR BALCONlES 60 PSF 10 PSF 70 PSF HEIGHT BACKFiL� HEIGHT FOR 6-8 INCH WALIS - .ALL S01l. CLASSES '� " 1�"� �NS���'�! �
<br /> w 2x6�2 H.F. STUQS � 16 O.C, „
<br /> FIRE ESCAPES 40. PSF . #4 � 48° O.C. - GRADE 60 `r' STR T. MEMBERS TO BE 2x6 BASE PL W/16d � 16 O.C.
<br /> � GAURDRAILS/NANDRAILS 200 LBS AT TOP ANY DIRECTION s 4 �4 C� 30" O.C. - GRADE 4a �2 HEM/fIR OR BETTER TO JST & 2-16d EA STUD S C( S S O R TR.u S S S E C TI 0 N
<br /> GAURDRAILS EN-FaLL 5Q LBS APPLIE� TO 1 SQ. FT. HORIZ REBAR - {2) �4 !N FTGS, 1 �AR WfIN 12" OF TQP OF WALL 2x RIMJOIST W/3-16d EA JST �� � ��
<br /> 3j4" APA RATED T&G CD INT & SLANT NAIL RIM TO PLATE WHERE APPLICABLE . SCALE: 3/8 = 1 - 0
<br /> PASS. VEHICLE GARAGE 50 PSF IF ELEVATED Z,000 LB PT. NOTE: 6" WALL MAX HEIGNT 4'-6" W EXT. GL��E, NAfL W/10tl W/16d � 6° O.C. TYP
<br /> NOTE: SOME JURISDICTIONS ALLOW 1 BAR HORIZONTALLY IF WAIL IS 24° TALL. � PRE-ENG ROOF TRUSSES � 24" C?.C.
<br /> ROOMS (NON-SLEEPING� 40 PSF 10 PSF 50 PSF NOTE: ALL A.B. WASHERS TO BE 3��XJ'"x1,.f 4�� 10" O.C.�jNEDeLS� & SOL@ BLK'G LAP SHEATH'G FOR SHEAR TRANSFER
<br /> SLEEF'ING ROOMS 30. PSF 10 PSF 40 PSF 2x4 PRESS. TRT'D SiLL PLATE ROOFING PER PLAN
<br /> STAIRS 40 PSF 10 PSF 50 PSF SOLID BLK'G FLOQR JQISTS PER PLAN � SEf RESAR REQUIREMENTS INSTALL PER MFG SPECS.
<br /> OR 300 LB PT. LOAD ON 4 SQ. IN. � SUPPORTs DBL UNDER PARALLEL PART. (SHEARWALL CRITERIA PRESIDES) � �2 BAFRE W/ 1" MI�. AIR SPACE
<br /> PLYWD PER PIAN FRAMING t&" M{N. CLEARANCE � � � SE£ H2.5, H4, H5 EA TRUSS/RAF7ER OR
<br /> LUMBER STRENGTH: PER 2012 IRC & 2001 N.D.S. STANDARDS w/10d �sp EDGE PER PLAN 12n MIN UNDER BEAMS � � GftADE: StOPE AWAY �PLAN H-1 C� EVERY OTHER TRUSS/RRFTER TO TOP PLATES
<br /> NEM FIR FOR 2x MEMBERS, DOUG FIR FOR BEAMS & HEADERS U.N.O. R'30 INSULATION U.N.O. d - FROM FOUNDATION
<br /> SIMPSON A35 (�t�" o c �j`�' `� Z t��t- 4" PER-FOOT INSUL BAFFLE 2z SCRND. VENT BLKG.
<br /> JOISTS & RAFTERS FIBER STRESS SHEAR ELASTICITY oR A35 E.s. @ 24 ojc �� INSllL P�UMBING & MECH. - � �� � - � POSITION TO TRANS. ROOF FORCES TO
<br /> 2x BL ' �16" o/c � ; � � ��`� 1� 1�� �Lf��.;� 12" ABV BLOWN TOP PL.. RIP FROM 2�c6 TO FIT VERT.
<br /> 2x HF #2 850 75 1.3 � INT. GRADE 6 MIL BLACK POLY BARRIER ; �• � ROOF DRAIN-4° TIGHTLINE . EDGE NAIL ROOF SHTH G 8d GALV.
<br /> 2 P.T. PLATE �0 3 JST 5PA
<br /> 2x DF �2 875 95 1.6 W���on AB w� pd � 4 TO SEE DETAIL 1 FOR LAP 12'� MIN & UP F/W TO SILL 3" 6 3° SEP FROM FTG DRAIN �� 6" ABV BATT {� 6" O.G TYP,
<br /> PLYWOOD
<br /> BEAMS & HEADERS � ta" o.c. A��or�ER INFo INSULATtON PER 2012 WSEC - R49
<br /> . 4x DF #2 875 95 T.s TOP CONNECTl�N 4° DIA PERF PIPE IN WASHED
<br /> 4x DF #1 1000 95. 1.7 ' .--�- 1�-��� GRAVEL CONNECT TO
<br /> 6x DF #2 875 $5 1.3 ' sn M�N P AR ALLEL 0 N E 5 Ta R Y S E C TI 0 N APPROVED DISGHARGE 26 GA. CONT.
<br /> 1/2" G.W.B.
<br /> #4 �16" o% �� , � „ �, 2-2x6 TOP PIATES TYPIC LGFASCIA
<br /> 6x.DF .�1 1350 85 1.6 1.5" MIN '7��1
<br /> GLU-LAM TIMBERS 2.5" MAX T2 4 WNERE APPUCABLE SCAL..E: 3�8 = �) - 0 ) (
<br /> DF/LARCH �6F-V3 DF/DF� 1600 165 1.5 ��� s" c �p �,• LAP SPLICES 4�" W(8)16d
<br /> DF LARCH 24F-V4 DF DF) 2400 165 1.8 '��v����o� � PER PLAN
<br /> � � J , � 6x8 OR 4x8 #2 Q.f. HDR.
<br /> CANTILEVER D GLU-LAM TI�I$ERS 24F-V8 D�F D f F x H o c 2x4 �2 H.F.„ 3/8" MW CDX PLYWOOD SHTG �." UNLESS NOTED
<br /> GLU-LAM BMS TO BE KILN ORIES D.F. DISPLAY AITC STAMP. � SCALE: NONE STUDS � 16 O.C. NAIL 6" EDGES, 12" FIELD i 4x8 W/ 2" FOAM BOARD �'�a
<br /> STRUCT. MEMBERS TO BE , . SIDING PER ELEV.
<br /> ALL STRUCTURAL MEMBERS TO.BE #2 HEM/FIR OR BETTER AS � #4x24" �12" o/c TOP C�NNECTION #2 HEM/FIR OR BETTER 2x4 PRESS. TRT'D SILL PLATE �„ 1/2' G.W.B. � 0/ 15# FELT.
<br /> NOTED ON PLANS �' SEE REBAR REQUfREMENTS o R-21 INSULAl10N: U:N.O.
<br /> 3'-0" MIN PERPENDICULAR ,= NAIL TO FREE EDGE OF
<br /> P�YWOOD INDEX: CD ROOF ANQ SUBFLOOR SHEATHING PER FRONTFIU. coNc FTG 4" CONC. SLAB ON SAND Q
<br /> wj (3) - �4 CONT �NERAL NOTES: FILL, TAMP AS REQ = � � STUD OR PROVIDE 4 MIL. � �� ��s-�
<br /> TABLE R503.2.1.1(1). WALL SNEATNING PER TABL�S R602.3(3} iec 2012 EDIPON � � � VAPOR BARRIER. �` �t��,�
<br /> e ; �a• � . ;. � . , a. . - GRADE: SLOPE AWAY '�'
<br /> SHEATHING FASTENERS PER TAB�ES R602.3(1) & (2). 35 PCF EQUIVIi.ENT fLUID PRESSURE • , � �cC;��a�
<br /> 2000 PSF SOIL BEARIN6 PRESSURE o oJ', � o o�'o�^ o �� •, � FROM FOUNDATION w ^
<br /> z 2x6 #2 H.F. STUDS � 16 O.C.
<br /> WALL BRAGNG & BRACED WALL LlNES PER R602.10 BRACED WA�L � 5o PSF SURCHARGE �-1j�_ �� k -� � ��1/4=PER-FOOT "' OR 2�4" O.C. STACK FRAME
<br /> , 44 FTG 5.SACK CEMENT PER CUBIC YARD, �'�T�II • - ��� �'� �� ��( STRUCT. MEMBERS TO BE
<br /> LOCATION, TYPE, & At�T PER F1G R602.10.1.1 TABLE R602.10.1.3 oRA�N iN
<br /> GRAVEL POCKET MAXIMUM�6IGALLONS�WATER PER SACKGjH, '�=1I •f� •. � ROOf DRAIN-4 TIGHTL�NE. . � + #2 HEM/F!R OR BETTER 2x6 BASE PL. W/16d C� 16" O.C:
<br /> STRUCTURAL MEMBER FASTENERS PER TABLE R662.3(1). � � � � GRADE 60 STEEL FOR & LaRc�R SEP FROM FTG DRAIN � � � 3 4" APA RATED T&G CD INT �a JST & 2-16d EA STUD
<br /> , g» GRADE 4o STEEL FOR �4 & SMAIIER 4° DIA PERF PIPE IN WASHED !'��'� �EXT. GLUE, NAIL W/10d 2x RIMJOIST W/3-16d EA JST
<br /> ALL WOQD !N CONTACT W� CONC. TO BE PRESS. TRT D. C�R $n BEARING BACKFlLL N7TH POUROUS MAIERIA • GRAVEL CONNECT TO 6 O,C, � EDGES & SOLID BLK'G & SLANT NAIL RIM TO PLATE
<br /> WOOD EXAOSED TO WEATHER TO BE PRESSURE TRTb 2'-Q" soli DO NOT CREATE AN UNEQUAL BAC�FlII UNTiL APPROVED DISCHARGE 10" O.C. IN FIELD W 16d � 6" O.C. TYP
<br /> OR NATURALLY DURABLE PER 319. COMPAc1Eo FRONT FI�� 4° SLAB W/ FOOTlNG BACK FlLL IS COMPACTEO IN PLACE I
<br /> „ �1:2 (V:H MAx SLOPE "or" 6X6 Wt.4 X W1.4 WWF G A R A G E W A L L S E C T I.a N SOLID BLK FLOOR JSTS PER PLAN
<br /> ALL FASTENERS {LESS THAN 1/2 DIA) INSTALLED IN Exr�N� s�a M�N OR #3 �f2"o/� �.w. WHERE APPLICABLE �� � ►� 4 SUPPORTS DBL UNDER PARALLEL PART. DRECTIONS FOR SHEARTTRANSFER
<br /> PRESSURE TREATED WOOD SHALL BE HOT 0lPPEQ GALVANIZED R�17.3 SCALE: 3�S = �f - O
<br /> VERIFY ALL NAILING, BOLTING, AND OTHER CONNECTIONS TO R E S TR A 1 N E D F 0 U !� D A TI 0 N WA L L 2x6 #2 HEM/FIR �l2 �W'e'
<br /> W H E R E A P P L I C A B L E " ' " 2-2x6 TOP PLATE S P R O V I D E V A P O R B A R R I E R O V E R
<br /> COMPLY WITN ENGfNEER5 SHEARWALL SCHEDULE, IF APPLICABLE. , SCALE: 3/8 = 1 - Q 3/4" RPA RATED T&G CD INT 1/2" CDX PtYW00D SHTG n
<br /> OVER 6 TALL » LAP SPLICES 48 W 8 i6d WARM SiDE OF INSULA710N C� RIM.
<br /> W�EXT. GLUE, NAII W/10d NAI� 6 EDGES, 12" FIELD � � (HERE AND C� GARAGE TO HOUSE)
<br /> ROOFING OPTIONS: (VERI�Y WITH JURISDlCTION) 6 O.C. � EDGES & SOUD BLKG � 2x6 BASE PLATE 6x10 OR 4x10 #2 D.F. HDR.
<br /> (� SHAKE/SHINGLE ROOF: INTERWEAVE W/ 78" WIDE STRIPS SPERRPLAN� D�EA�H S1RA� 10" 4.C. IN FIELD � � UNtESS NOTED ��-'� �����- ' � ��l��
<br /> - OF 30# FE�T. FASTEN W/ (2): GALV. FASTENERS PER EA. PIECE �DGE NAIL SHTG FLOQR JSTS PER PLAN ` �(X,�`�j"X 2x RIM JOIST 4x10 W/ 2" F4AM BOARD �e� 5/8" T-1-11 PLYWD OR
<br /> � UNO ' �/2" CDX PLYWQOD SHTG
<br /> Tx6 STD OR STR SKIP SNEATHING Q 10' O.C. SOLID BLK C� SUPPORTS ' )/JSV�..�`�(o�! I� C.s�►+�'C:�'-�lu� 1 2" G.W.B.
<br /> WITH SOLID SHEATHING � OVERHANGS M5TC66 @ CENTERLINE � � OR 7/16" O.S.B., NAII 8d
<br /> (2) 8d EA PIECE, EA RAFTER/TRUSS OF RIM JST AND G4��� ���/�� 3'u�-�:�'.C6 0 ` 6" Q.C. EDGE, 12' IN FIELD
<br /> FILL ALL HOLES w/ 16d 2-2x6 TOP PLA7ES � » F= » (24" O.C. STUDS 6" IN FIELD)
<br /> � COMPOSITI4N ROOF: ON NONPERFORATED 15# �ELT FRAMING PER i 3/8 M!N 54FF.IT `r 2x6 #2 H.F.STUDS 4 16 O.C.
<br /> PLAN LAP SPLlCES 48' i � » (SHEARWALI CRITERIA PRESIDES)
<br /> FASTENE� W 4 GALV. FASTENERS PER EA. PIECE i CONT. VENT � OR 24 O.C, STACK FRAME
<br /> 1/2' GDX PLYWOOD SHEATHlNG OR EQUIV � (Z,-�� '�-' STRUCT. MEMBERS TO BE
<br /> WITH 1/2' GCX PLY 5HEATHING � OVERHANGS NOTE: IF STRAP OVERLAP IS REQ'R, (10)-16d ��' � R. INSULATION U.N.O. W #2 HEM/FIR OR BETTER 2x6 BASE PL. W/16d � 16" QC.
<br /> NAlLED W/8d � 6" O.C. EDGES, 12". FIELD NRlLS MIN SHALL GO THROUGN BOTH STRAPS. CANTILEVER WILL SlT ON �_ � YO/�UNHEATED SPACES "' TO JST & 2-16d EA STUD
<br /> RELOCATE MSTC ABOVE CENTERLINE If REQ'D. STANDARD EXT. WALL-2 STORY PER PLAN 2x RiMJ01ST W/3-16d EA JST
<br /> 4 3 8" � OR STANDARD FND WALL & SLANT N,AIl� RIM TO PLATE
<br /> 3 4" APA RATED T&G CD INT
<br /> � �EXT. GLUE, NAIL Wf10d W/16d � 6" O.C. TYP
<br /> � STRAP PER PLAN C A N TI L E VE R S E C TI 0 N 6 O.C. � EDGES & SOLIp BLK G LAP SNEATH G FOR SHEAR TRANSFER
<br /> i 10" O.C. IN FIE�D
<br /> LOCATE UNDER ►> > „ 2x4 PRESS. TRT'D SfLL PLATE
<br /> SiRAP LQCATION PONY wA�L CONSTRUC11qN: WHERE APPLICABLE SCALE: 3/8 = 1 - 0 SOLID BLK F100R JSTS PER PLAN � SEE REBAR REQUIREMENTS
<br /> x 2x6 MATCN ABOVE 4 16 O.C.
<br /> � ABOVE SHEARWALL CRIT�RIA PRESIDES
<br /> �� SHEARWALL SPECiFICATIONS � SUPPORTS DBL UNRER PARALLEL PART. )
<br /> • � � Q o FROM SHEARWALL ABOVE R�N 18" MIN. CLEARANCE R,�INSULATIOIV U.N.O. --- -
<br /> E ' � 12" MIN UNDER BEAMS INSUL. PLUMBING & MECH. � �. GRADE: SLQPE AWAY
<br /> O��- a
<br /> �z FROM FOUNDATION
<br /> N OTE: . w ~3 *SEE REBAR REQUIREMENTS (LEFT BOT. CORNER) -� g @-1/4'�-PER-FOOF .,�
<br /> IF FOOTWG IS POURED SEPERATELY � , . ,�y,�� p� ;q �,�,�� ���/,�
<br /> PROVIDE #4 REBAR VERTS � 48" 3/4" PLYWOOD RlSER INT. GRADE ° � ^ ROOF DR�IN-4" TIGHTLINE
<br /> ao - O.C. MAX. WITH STQ. HOOK PER STEM WALL oR �x8 RIPPED To fIT 6 Mll BIACK POLY BARRIER „ '�. � � SEP FROM FTG DRAIN �r�'
<br /> z co PER PLAN � 4 = 4
<br /> ,n - DRAWING. EXTEND TO 3" CLR •�� • 1-1/8" NARDBOAftD TREAD LAP 92 MIN & UP FfW TO SILL
<br /> � r z 6" MIN FIN GRADE {� W ROUNDED NOSING 3' 4° DiA PERF PIPE IN WASHED
<br /> FROM BOT OF FTG; ROTATE MORIZ �
<br /> � d- � Ti-_- OR 2x12 W/45d EDGE �p/ /'�
<br /> � EXTENSI4N PARALLEL TO WALL ��i 1�2.. �We GRAVEL CONNECT TO �,
<br /> FOR PROPER GONCRETE COVER. �� (3) 2x�2 s�wcERs 7YP. T V V 0 S TO R Y S E C T� V N APPROVED DISCHARGE
<br /> z „ � U.N.O. MIDDLE STRINGER W/ » »
<br /> � 4�FTG sTRONe eACK WHERE APPLICAB�E SCALE: 3/8 = 1 - 0 .
<br /> DRAIN IN FOOIING
<br /> ��� STEMWALL 8�� STEMWALL #�- REBAR .W/ = � GRAVEL POCKET 1. HEADROOM, 6'-8" MIN. WIDTH, 3'-0" MIN. PER I.R.C. R311.7 R404.1.4.2 .
<br /> PER PLAN 3. MINIMUM THICKNESS FOR PLAIN CONCRETE FOUNDATION
<br /> 12 MINIMUM � � 2. TREADS 10" MIN., RISERS 7 3/4" MAX. R311,7.4
<br /> HQRIZONTAL i- 3. HANDRAIL SHALL BE 34" MIN & 38" MAX. ABOVE STAIR WALLS SNALL BE 7..5 INCHES (191 MM) EXCEPT TNAT 6 Date'�.��,�� �- --�"'."'�'
<br /> HDU8-SDS2.5 HDU8-SDS2.5 EXTENSION � � �i NOSING. HANDRAII. 1-1 2" MIN. 8c 2" MAX. fN CROSS SECTION & g �� "'s`��''��" �
<br /> � INCHES (152 MM) 1S PERMITTED WHERE THE MAXlMUM
<br /> , W/SST20 A.B. W/SST28 A.B. STD. HOOK � �t-t/2" IN.,OR 3-1/2" MAX. FROM WALL, RETURN EA. END TYP.
<br /> i �- � WALL HEIGHT IS 4 FEET, 6 INCHES 1372 MM . �.,,r,
<br /> PE.'�. R311.7.8 ( � SC21� . �- � �h-�",� ..a�
<br /> INSTALL HDU8-SDS2.5 W/(20)SDS %4'X2��� 3� �� BEARING �----4-1NSTAL� FIREBLKG � MID STRINGER SPAN & 1KALL PER R602.8. R404.1.5.2 CONCRETE WALL THICKNESS. THE THICKNESS OF , �'�;:,� y�..jC.�,�•
<br /> SOIL ��' 5. I.R.C. 302J ENCLOSED AND ACCESSIBLE SPACE UNDER STAIRS IS CONCRETE FOUNaA110N WALLS SNALL BE EQUAC TO OR GREATER
<br /> .
<br /> TO BE COVERED WITH A MIMMUM 1/2" G.W.B. THAN TNE iHiCKNESS OF THE WALL IN THE STORY„ABOVE.
<br /> _ _ _.......... �3raucn��,r-�- �'-�r_. .
<br /> TYPICAL HDU8-SDS INSTALLATION TYP(CAL PONY WALL STAIR SECTION DETAIL
<br /> WHERE APPLICABLE WHERE APPLICABLE WHERE APPLICABLE JOb � � '�`�
<br /> SCALE: NONE SCALE: NONE SCA�E: NONE ,��� ;`�:.��
<br /> � -. si,ee� :. � �
<br /> � ��,�HA,�
<br /> �O 5�5���0ma��A
<br /> � � tadae�b�a�e Kpam om �
<br /> • 4��w•�0a�"c �� ,
<br /> ' • ' NomePlarrninaSen�iees �'�-� �hQeYs � .
<br /> - " _____ __ _ __ ,.
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