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<br /> ''AILING NO�ES (PER IRC TAB�E R602.3(1)� FRAMING NOTES: � w � Q I '
<br /> z ;�'.
<br /> 4X4 POSTS, PICKETS, TOP & ',JOIST TO SI 'L OR GIRDER TOE NAIL(3)-8d PROVIDE DOUBLE JSTS. UNDER AL�WALLS RUNNING PARALLEL � �'�
<br /> BOTTOM RAIL, FACIA BOARD 'BRIDGING T JOIST TOE NAIL EA. END (2)-8d TO JOISTS. � � � �' �
<br /> AT TO JOIST OR BLK'G FACE NAIL 16d @ 16"OC I '� � ��
<br /> CEDAR, DECK CEDAR OR COMPOSITE MATERIAL. So�E P� ,
<br /> 'STUD TO SO�LE PLATE TOE NAIL (4)-8d, END NAIL(2) 16d PROVIDE POSITNE VENTILATION AT EA. END OF EA. RAFTER � , �' ��,
<br /> 6�� FOR "A" LESS THAN 10' (1) 1/2"X
<br /> TOP PLATE t0 STUD END NAIL (2)-16d SPACE AT VAULTED CEILING AREAS. � �
<br /> ' I
<br /> LAG BOLT @16�� O.C. TO �DOUBLE ST�1DS FACE NAIL 16d @ 24" OC PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS AS PER p
<br /> SOLID RIM JOIST OR EQUIL ETAL FLASHING �DOUBLE TOP PLATES FACE NAIL 16d @ 16" OC I.B.C. SEC. R502.12. a -
<br /> — - - -- I CONTINUO S HEADER, TWO PIECES 16d @ 16 OC ALONG EA. EDGE
<br /> I I IN T5 _ PRO
<br /> VIDE POS
<br /> ITIVE CONECTIONS AT EACH E
<br /> ND OF ALL POSTS
<br /> AND �
<br /> M 1507 3.6.5 OUTDOOR � R L�
<br /> � I
<br /> BUILT UP H ADER, TWO PIECES U
<br /> � ' "/�" ' W/ 1/2" SP ER 16d @ 16" OC ALONG EA. EDGE COLUMNS TO RESIST LATERAL DISPLACEMENT. �
<br /> , W
<br /> �
<br /> 2 X 6 1N/�LL TOP PLATE�LAPS AND INTERSECTIONS FACE NAIL(2)-16d
<br /> r m riaL
<br /> f in ent b leaves or othe ate �
<br /> hail be screened or otherwise rotected ro
<br /> Inlets s I�
<br /> p �-J y
<br /> outdoor air inlets shall be located so as not to take air in from the following areas. � MAX o IR JOISTS T`i� LUMBER SPECIES: ;
<br /> :��ILING JOI TS TO PLATE TOE NAIL(3)-8d 1. POSTS, BEAMS, HEADERS, JOISTS,AND RAFTERS TO BE DF-#2.
<br /> ; , o DTT Z7 @ 8� O.G. ,CONTINUO S HEADER TO STUD TOE NAIL (4)-8d w }
<br /> ' I 1. Gloser than 10 feet from an appliance vent outlet, unless such vent outlet is 3 feet above , F ILING JOI TS, LAPS OVER PARTITIONS FACE NAIL(3)-10d 2. EXPOSED ARCH BEAMS TO BE DF-#1 OR BETTER. I' Q �
<br /> �, ' > 2X6 PT PLATE W/ SILL SEAL T1��LING JOI�TS TO PARALLEL RAFTERS FACE NAIL (3)-10d 3. SILLS, PLATES BLOCKING,AND BRIDGING TO BE DF-#2. I � �W
<br /> !the outlet air inlet. z �
<br /> RAFTER TO LATE TOE NAIL(2)-16d 4. ALL STUDS TO BE DF#2 OR BETTER. �
<br /> ,I " I 5. PLYWOOD SHEATHING SHALL BE AS FOLLOWS:
<br /> I�2. YVhere it will pick up objectionable odors, fumes or flammable vapors. & J IST P.T. PC44 DTT Z7 @ b' O.G. 8 Con. found. typ. ��� BRACE T EACH STUDAND PLATE FACE NAIL(2)-8d � w '
<br /> 3. A� hazoradous or unsanita location. ' 4x4 post, 4X 8 BEAM # 4 rebar per sch. ',BUILT-UP C RNER STUDS 10d @ 24�� OC 6. ROOF SHEATHlNG SHALL BE 5/8" PLYWOOD OR 9/32 OSB. � �
<br /> 7. WALL SHEATHING SHALL BE 1/2" INT-APA RATED 32/16 OR 7/16" OSB. —
<br /> � � I� O PER PLAN 18��X18��X18�� CONCRETE '2{� PLANKS (2)-16d @ EA.BRG. g. FLOOR SHEATHING SHALL BE 3/4" T & G INT-APA RATED OSB. LL1 "
<br /> 4. � room or space having any fuel-burning appliances therin.
<br /> �
<br /> 'i SI PSON MTL OR # rebar per sch. - FOOTING ��2" PLYWO D ROOF AND WALL EDGES 8d @ 6" OC � �
<br /> I er than 10 feet from a vent o enin of a lumbin draina e s stem unless the vent �, N i „
<br /> '�5. G os p 9 p 9 9 y E UAL POST CAP. OR PER PLA INTERMEDIATE 8d �2 oc Q .
<br /> i 'SHEATHING @
<br /> � p
<br /> ' �opening is at least 3 feet above the air inlet. �, NEE BRACE IF - � � � w/SIMPSON MTL EPB44 �I y
<br /> I b. A�ttic, crawl spaces, or garages. OST> g�.
<br /> ° ° � � OR EQUAL @ CENTER 3/4 PLYWOC�D SUBFLOOR EDGES 8d @ 6" OC ' W
<br /> 1$��X18��X 8" � � � � w/(2) #4 REBAR E.W. & 3�� CI�EAR. � INTERMEDIATE 8d @ 12" OC m
<br /> � Elevation 4 � ° , ,
<br /> �4 CONCR E FOOTIN ✓ _ ' ' ',2x MULTIPL JOISTS - STAGGER @ 15" OC �
<br /> v OR PER LAN �; W/(2) @ EA� END OR SPLICE Z
<br /> (3) OR FE�R 16d NAILS s - __--___ __.__ _,
<br /> DETA1 L # 12
<br /> NTS ' (4) OR M RE 1/2" DIA M.B. W/STANDARD NUTAND WASHERS �'
<br /> DECK --- _ _ ----- - -
<br /> .�
<br /> �EROSION NTROL NOTES: � O��' .,
<br /> �1. INSTALL ILT FENCE PRIOR TO ANY EXCAVATION OR CONSTRUCTION. '
<br /> . �_
<br /> I2. MINIMIZ SITE DISTURBANCE BY TIGHT CONTROL OF EXCAVATION � �
<br /> �' �IMITS. , i �
<br /> � r
<br /> '3. ALL EXP SED SOIL SHALL BE MULCHED WITH STRAW OR WOOD j
<br /> ! � .
<br /> �� ,
<br /> CHIPS T MINIMIZE SOIL EROSION. NO SOIL SHALL BE LEFT IN AN I
<br /> ': EXPOSE CONDITION. IT IS RECOMMENDED THAT THE CONTRACTOR ' ��
<br /> MAINTAI A STOCK PILE OF THIS MATERIAL ON SITE FOR QUICK ', �'b
<br /> APPLICA�ION. ' I `
<br /> '� -- __ . _ __ i
<br /> !,4. HYDROS ED WITH A WOOD CELLULOSE FIBER MULCH APPLIED AT A ,
<br /> I RATE OF 2,000#/ACRE. USE AN ORGANIC TACKIFIER AT NO LESS �i
<br /> �' THAN 15 #/ACRE OR PER MANUFACTURE'S RECOMMENDATION IF '
<br /> ' HIGHER. APPLICATION OF TACKIFIER SHALL BE HEAVIER AT EDGES, ',
<br /> 53�-6° ; IN VALLE S AND AT CRESTS OF BANKS AND OTHER AREAS WHERE I w
<br /> SEED C�yN BE MOVED BY WIND OR WATER.
<br /> � �� �- �� �_ �� � ,_ „ j 5. DISPERSfON TRENCHES SHALL OVERFLOW ONTO NATIVE ,
<br /> - Ll.q I UNDISTU,RBED GROUND. NO SITE DISTURBANCE BELOW TRENCHES. �
<br /> � �� �� -- _ __ __ __
<br /> -- _ _-
<br /> 1 -8 1/2 -��_q.. 3 15'-10" _ ' 5'-1 1/2" ,
<br /> ' - - - �� -- - -- -_ __ - - - --------- ----------- __- ---_------ _-- -- - -- -- -- - __- __
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<br /> --� m ,! r � �.._..__ 462 _—. � ( a • OR EQUAL '_•� .�.; �
<br /> r ry i c �*t UPF'ER LEVEL SF�IE.u'RI:iAI.'
<br /> � �— - � r}�� � — — � -�° : L1.F�F'ELa ON RtM JOIST OR SNEAR WALL �
<br /> Radiant floor heat Zone 1 5W 1 � ;�a�= ,F ��� ���:~ •
<br /> �
<br /> � �� � � ���� � �"' ; - i ES;w � \ cor�noH pt.aTE � � 1 .
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<br /> i ry�I ___ (y ___ W SNEARtUALL PER PLAN ��� t�
<br /> �
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<br /> �' _ _. _
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<br /> ` � �l"�LL - � <3R�Ul�r'fON P1.ATE r 2�, ° ' i.JTA IPl --, FLO�JOl5TS tn
<br /> m : , � ��,��49� � q'-10" X 4'-5" � I diant floor heat Zone 3 R �'�"'�
<br /> , .-, � � z
<br /> . I c � . __._I21M.10f5T OR BLK'G
<br /> � � 24�-5�� X 8�-5u . , � �� � !r .UG412 A44 ` � ' '� .. � � �
<br /> `- 9 5Q FT � +�` 1' �
<br /> �1 r Demo ex�st. Y�t�LL �� � , ,�
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<br /> � n— � �i � '' -- 4x12 Beam i � �
<br /> 2 -5 1/2 123 5Q FT � ; ! , � , , `�- � TN � b• o� �4 oovv�►.s 'i. _ �. ";�aL- �.<<� .T � o
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<br /> i, 668 _-2b68 bE� __ _- - --- -� ; _�_ F�'ER PLAN �;
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<br /> � . � � ,-1 3/4" - �. , _ �� G ;,��T, _ , n �
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<br /> , � b�N X 11, 5Q F aR EQUAL� f '
<br /> 41068 i r
<br /> ' , 5Q �,tT � 1�0 5Q FT b�-0" X 1'-q" I �--go�s?-�� vtiA �.__ SHEAR WAtl. Q � N .
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<br /> t �,,/�- P£R SNEAR WALL SCNED
<br /> ' :�TILITY �' _
<br /> i I '- tF- ' t " '_ � 1 u '- - �� 12" MIN. EMBEDMENT �
<br /> �_
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<br /> 1'-61/4" ,� 5, 4'-10" 5' �� 5' 6'-3112" �- `� .�
<br /> �L' SCALE :
<br /> �� �..������ `�,
<br /> 53'-3 q/16 '- " , ��� -�--� r� �
<br /> �
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<br /> 1898 5Q FT � �
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