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<br /> ADD PLYWOOD 15/32" CD-EXT - -
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<br /> PLYWOOD ON INSIDE FACE OF WALL
<br /> EDGE NAILING @ 6" w/ 0.131"x 2 1/2" NAIL
<br /> TPESE d4wNOQ eaEOPTBA,oEs MO OTVB1
<br /> MOMENTS AND DATA FtnaW�
<br /> DOT PLATE ATTACHMENT 0.148"x 3 1/4" @ 5" o.c.
<br /> ANCHORDOLTS 5/8" @ 4 8" c.c. ��� ffiPEPI RELLY FOR U PROJECT )Y TIE ARCHIRIGHT CT
<br /> ME B of MICE,ET+wane€)
<br /> `` RETAINS ALL COMMON LAW,STATUTORY APO
<br /> BLOCKALL PANEL EDGES a OANDOEA RESERVED RUM PM ELCTMIODATA
<br /> �/ II HEN TE®E DRAY/NOB,BPECIROMPONS
<br /> SHT.. 514 \ BEER USTO WY THE DATA
<br /> SEE ADDITIONAL REQUIRMENTS ON M52 5 h SHALL.=PROJECT,
<br /> RE �E
<br /> OTTEJCI JE€OR PROJECTS,T ADDITION TO
<br /> THsaEn.JEcr,�PORaF„+B
<br /> DJECT BY OTHERS COEPT BY A EE ENT
<br /> -. 31'-O" PAN MUM AN)WITH APPROPRIATE
<br /> COMMATJN TO TEE ARCHITECT.
<br /> 1T-O" 14'-0"
<br /> REMOVE WINDOW FRAME-IN
<br /> OPENING,SHEATH/SIDE r / 164" REGISTERED
<br /> (7) - A RCHITECT
<br /> I I I I REFRAME ALL... Ne WINDOW \ i
<br /> �O ?w 501 HDR 1.
<br /> w/R-21 INSUL /
<br /> �d¢0 CD Ito ii FRAM WALL ;t
<br /> Qj a vC - I -i DEAN C.DARIOTIS
<br /> �\ 03 m I STATE OF WASHINGTON
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<br /> Ci II,: - ' "'o
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<br /> wz 1-? L` _ , m� EXSTG. WALLS TO REMAIN I I
<br /> ?z `� W� 0 ' �= EXSTG. WALLS TO REMOVE' I
<br /> wo 30[ Z CI 13w 3 NEW WALLSO
<br /> V K OQ 3 N Q 0 O (� p=
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<br /> T rci 3< o- 3 I i--- I zo r^ M N,y LU I I l�� `�1 "Tr��J Z� Y, i I i iH .4-.3 v J
<br /> h\� —1 I 1 L 8'-10" 8'-2" u, I ' ' 1. EVERY ATTEMPT HAS BEEN MADE TO INSURE THE ACCURACY 0 z
<br /> o2 'I "- r:/,'"
<br /> OF THESE DOCUMENTS, SITE CONDITIONS, PRODUCT AVAILABILITY, = v�•0 0- and 1 [- , ETC. ALL INFORMATION LISTED ABOVE MUST BE VERIFIED PRIOR TO �N-
<br /> 0 3 DE _ I I CONSTRUCTION AND FABRICATION. ANY CHANGES OR DEFICIENCIES W.; � '23 N
<br /> �.¢ cn - - -r I ON OR TO THE PLANS MUST BE TRANSMITTED TO WOODWAY HOMES moo: N o '�
<br /> I I 1 I I �3 C T___71FOR WRITTEN APPROVAL. (1Cf 0
<br /> h\ ' -- �3 /i \ x 2. INDICATED HARDWARE TO BE SIMPSON PRODUCTS, OR EQUALS.
<br /> `�J�Q� I 3 i II 3z I , \ 3. THESE DRAWINGS ARE "AS-BUILT" DRAWINGS AND MAY NOT REFLECT }j W O g t -
<br /> �Q 0 IVY _� - I I EXACT MEASUREMENTS. CONTRACTORS AND SUBS TO FIELD VERIFY. g co g
<br /> ' ' 03 o Cfl ��j
<br /> - d I I BATH Fez ►n I ' FRAMING: O
<br /> 4)\� d , , �o i I E O 1. FIRE AND DRAFT STOPS SHALL BE INSTALLED TO CUT OFF OPENINGS, HORIZONTAL F
<br /> ' I VENT FAN (7,1,
<br /> �< I il)TIL. ' AND VERTICAL, BETWEEN FLOORS. ATTICS. ETC. w N
<br /> - ' ' I ' - 02. NAILING SHALL COMPLY WITH LATERAL SPEC. & TABLE R602.3 1)1 NN
<br /> I VF 50 CFM MIN. o I , Cp 1p`�p03 - BEDROOM 2 1 4,- /2„ENT OUT 3'-11'-7 1/2" o I 0 3. FOUNDATION CRIPPLE WALLS SHALL BE FRAMED OF STUDS NOT LESS THAN THE "�
<br /> STUD SIZE ABOVE AND BE MIN. LENGTH OF 14 , OR FRAMED STUD BLOCKING.
<br /> '- I y -I i - WALLS GREATER IN HEIGHT THAN 4' SHALL BE FRAMED TO THE STUD SIZE 1
<br /> WHOLE OUSE'ENT 'AN REQUIREMENT OF AN ADDITIONAL STORY.
<br /> h\� - i I I -� �w 4. END BEARING OF WOOD MEMBERS SHALL HAVE SUFFICIENT BEARING AREA
<br /> _L I -�2-4_ ! - s J I 10FR0 DE 24 HR TIMERS TT
<br /> n r1- I N i PER2 151RCM1607.3 �� BASED ON ALLOWABLE VALUES FOR COMPRESSION PERPINDICULAR TO GRAIN. ..1..
<br /> I I I I I I C SMOKE PET. a I I I`�-� S R I , I <= 5. PROVIDE SOLID BLOCKING OVER LOAD BEARING PARTITIONS, WALLS AND BEAMS.
<br /> INTERCONNECT ,r
<br /> I I I I VF I TLN 6. ANCHOR COLUMNS AND POSTS AT TOP AND BOTTOM WITH A POSITIVE AND
<br /> `13 Q I \ I , N 4 x I i m I I I I o= DIRECT CONNECTION FOR UPLIFT AND LATERAL FORCES.
<br /> �v 0 3 I ; ; i�' 7. ALL WOOD EXPOSED TO THE WEATHER SHALL BE PRESSURE TREATED. OR CEDAR.
<br /> AT>�r�AC F S � -' I II 3Z 8. PROVIDE GUARDRAILS 36" H. MIN., WHEN DECKS AND PORCHES ARE EMORE THAN
<br /> \� 22^x3o ; ELEC H.W.TANK 1 0w 30" ABOVE GRADE. SPACE INTERMEDIATE SUPPORTS 50 A SPHERE 4 IN
<br /> STRAPTo WALL - owDIAMETER CANNOT PASS THROUGH. TOP RAIL SHALL WITHSTAND A HORIZONTAL
<br /> 19 "-I I I (2) LOC.,I/5 POINTS M d
<br /> O 2-6 1 , , , f SMOKE/CO2 VET. I I I I . wo FORCE OF 20 PLF APPLIED AT RIGHT ANGLES TO THE RAIL.
<br /> I I ®INTERCONNECT LI L, °L 9. ATTACH JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON 'U' SERIES OR
<br /> N ' I I APPROVED EQUAL..
<br /> N
<br /> (- - I ' t I HALL
<br /> N I
<br /> 411 © 41) 1 ,
<br /> LUMBER
<br /> STUDS, JOISTS AND RAFTERS:
<br /> _ ' I I
<br /> 2-6 - 1. HEM-FIR #2. BASE VALUE 75Fv, 850Fb. 1.300,000 E
<br /> sM N `l 2-6
<br /> PET. 2. BEAMS AND HEADERS:
<br /> INTERCONNECT 4" - DF #2, BASE VALUE 95Fv, 875F17, 1,600,000 E
<br /> N _ 6" - DF #1, BASE VALUE 85Fv, 1350Fb, 1,600,00 E
<br /> - PI 3. POSTS AND TIMBER:
<br /> 4'-8 1/2" 4'-1 1/2" 3'-5 1/2 6'-1/2" - DF #1, 4x 1450Fc, 1,700,00 E
<br /> - m DF #1, ex__ 1000Fc, 1,600,00 E
<br /> & HOLd01NN L0CATION5 N - 4. GLUE LAMINATED TIMBER:
<br /> N 5HWALL
<br /> LIVING ROOM 24F V4 DF/DF 165Fv 2400Fb 1,800,000 E C'
<br /> BEDROOM 1 `
<br /> THIS DIAGRAM IS SOLELY A RESTATEMENT OF SHT 8 OF STRUCTURAL ANALYSIS -
<br /> I Y MCCANN STRUCTURAL SOLUTIONS 2-oW
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<br /> FLOOR PLAN wi REVISIONS w w
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<br /> CONDITIONED SPACE = 968 SF Q Z <
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