|
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<br /> � � / \'
<br /> 98 � '
<br />� 11 , 0 �
<br /> FLOOR FRAMIN �, '
<br /> � �
<br /> �
<br /> � � � � � �
<br /> FL DOR SHEA THING 5/4X4 DECKING �
<br /> NAILING C�" MAX.0.C.
<br /> l0 JO/ST W HOLD DOWN 2X8 DECK JO/STS P r 2x�o oF#2 ��s"0.C.DECK JD/STS ' '
<br /> � CCQ66SDS2.5 CCQ66SDS2.5 � `
<br /> P O S T C A P P O S T C A P NOTES. '
<br /> I
<br /> PT POST6X6 PT POST6X6 PT POST6X6
<br /> � EA�ND POST CAP 1.PLANS SHOULD BE RE�IEWED BY ALL SUBCONTRACTORS PRIOR TO STARIING
<br /> o a o a
<br /> � 6X1 F#2 6X1 F�2 CONSTRUCTION.
<br />� ° ° ° - - 2.WRlTTEN DIMENSION TAKE PRECEDENT O�ER SCALED DIMENSION. `
<br /> o a
<br /> � / ALL HEADERS TO BE(2�2x10 HEM-F/R f2, TYP/CAI, U.NO. NA/L TOGETHER W/
<br /> f6d � 16" O.C. TOP AND BOTTOM STAGGERED. �"' '
<br /> 3.ALL EXTERIOR WALLS TO Bf FRAMED WITH 2X6 H.F. (STUD GRADE OR BETTER). � N
<br /> / PRO�ID£R-21 BATT INSULAAON M/N/MUM, UNO �- �
<br /> HOLD-DOWN OR S/M/LAR \ 2X6 �45' ON UNDER S/DE 4.ALL FRAME NA/L/NG TO COMPLY WITH lABCE R602.3(1), 2015/R.C. BLOCK ALL � ¢
<br /> TENSION DEl/lCE / OF DECK JOiSt FA TEN TO APA RATED SHEAININ�ED�ES AND NAIL {�TH lOd AT 6" OC TYPICAL, UN.O, Q � �
<br /> NOTE � DECK JO/ST W/�2�16d QN SNEAR WALL SCHEDULE, NA/LING/NTD PRESSURE lREATED MATER/AL SHALI = -M
<br /> WALLS PER JOIS � r•
<br /> DTT22 �EACH END � B E H O r D l P G A L�A N I Z E D P E R A S T M A 1 5 3. � � o
<br /> HOLD-DOWN TENSION DE�I�ES SHALL BE PRO�IDED lN 2X10 LEDGER � �
<br /> N O T L E S S T H A N T W O L O C A T/O N S P E R D E C K,A N D E A C H �P O S T 6 X 6 � PO T6x6 � 3 5.J0/STS UNDER AND PARALLEL TO BE,4R/NG PART/T/ONS ABOIiE SHAIL BE m �
<br /> W CC AND CB \�� 2X LEDGER FASTEN TO HOUSE W//°� DOUBLED UNO. PRO�IDE 2X SOLID BLOCI(lNG BELOW BEARING PAR17TlONS �"' � �
<br /> A (1��3 a� 1 2 X 1 1/4 F#2 LU 2101 HGR A L A G S C R E W S � 1 6"0.C & (2)R O W S O f P E R P E N D I C U L A R T O J O I S T S, U N O I N S T A L L W O O D l-J O I S r S P E R M F G. � a N
<br /> � D E l/l C E S H A L L N A I/E A N A L L O W A B L E S T R E S S D E S I G N �2�2 X
<br /> C A P A C I T Y O F N O T �E S S T H A N 1,5 0 0/b[R 5 0 2 2 2.3 J U F�1 5 1/2 X 1 0 1/2 6 L B �2�2 X 6 _ � � � 2 X 6 1 6 d N A I L S �4"D.C. S P E C I F I C A T I O N S. � � F'
<br /> �' --C� — --_ — - -' — 6.PR0�/DE ZX SOLID BLOCIfING AT JOISTS OIiER SUPPORTS. SEE MFG. SPECS �
<br /> , ( , n �-HOR/UF#2 31/2 X 10 t/2 GLB FOR WOOD l-JOISTS. -� � '
<br /> �- LTSA24 7,PRO�IDE FIRE BLOCKING AT ALL PLUMBING PENfTRAl10NS AND WALL/ROOF U� c�
<br /> � DECK/HOUSE LA TERA L DE TA lL � � , , � POST#16x6 INTERSfCJ70NS � N
<br /> , .. _ V
<br /> _ . _.
<br /> _ — _ r,j- ' �-- - - B.METAL FRAMING CONNECTORS SPECIFIED ARE MANUFAC7URED BY 1NE SIMPSON �
<br /> � -30 COMPANY. SEE LATEST CATALOG EDIIION. INSTALL PER SPECIFICAAONS. USE Q
<br /> (3� 6 POST#1� �r6 i ( U� X A ONL Y EQUI�ALENT SUBS11lUJ70NS
<br /> � � ( � � (3�2X6 9.RLL MEtAL CONNECTORS SUPPORTED BY PRESSURE TREA l�D MA IFRIAL SHALL
<br /> ( � �_� ' BE "ZMAX�(�iBS HDG PER ASTM A653) OR EQUI�ALENT AND FASTENERS PER
<br /> UF,¢�4I,� 1/2X 11 1/4 OF�2 � � ASTM A153.
<br /> I I � � ( lO.ALL CONCEALED Ii0/DS TO BE F/RE AND DRAF�STOPPED PER SECIION R607.8,
<br /> 3 U HD - I� � 2015/.R.C.
<br /> S� Sl 31/8x 101/2 6LB � I I 11.EN61NEERED LUMBER SPECIFIED SHALL MEET OR EXCEED THE DES/GN SIRESS �
<br /> I - - _. - I �ALUES lNDICATED ON SHEET A02. INSTALL PER MFG. RECOMMENDAI]ONS W O '
<br /> r� �i `�� ~ THESE DRAWIN6S ONL Y SHOW SIZE, SPAN, AND SPACING. U O
<br /> I Sl
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<br /> � , �. � .. . � .... ... . . . �..,
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<br /> � ��� ..,...... .w.., ._��....
<br /> I � j " ' � �____._ \ L12X I I I � �1�-Q' G��- A^�4 ��'� •p�1� '���?
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<br /> � POST#2 6x6 � ab � 2 _�,_,,. ,,. ....fr,. �.y rr...�..rt...��;,
<br /> I - - - --- _._ . .. .. � �.� u<;�rt.. -. .,....�, ::.. _.x...r..., :._. .
<br /> I � s tio � � � rs�24 s� I I A
<br /> ( S� POST�2 6x6 � � F 10 31 2X 11 1 4 DF 2 A 10
<br /> I ,� � � (3�2X6�i
<br /> I �� - _���� -.� -�' � � �
<br /> � (2)2X6 2)2X6 � �
<br /> PL ALL JOISTS TO BE
<br /> I (2)2X6 ' � TSA24 �
<br /> � ( � o a °�1�� � 2)2X� � I � 11 7/8" TJl � 16"O.C.
<br /> I ( � UF 9 31 2X 11 1 4 OF 2 I I � ��/��a� � �
<br /> I I ► ��_=_=--� ,�, � � / / # � �
<br /> � � I ; � °- + --°��� i � ' � .
<br /> �- �
<br /> I (32X6 � �. `- ���_f : 2�2X6 � � z
<br /> � �I_ �- - - - - (-�4 —m��-- - - - - - - -o�. _ . _ . .. - _ _ _ _ 3)23� I I Q
<br /> i � 6x12Df#2 I ( I � �
<br /> � g 6x10Df#2 I I (3)2X6 (3)2X6 I ( � O
<br /> � uF#�z- _J� � N
<br /> � — — — — �.,
<br /> � T
<br /> LEGEND � �
<br /> L-----------------� � — — — � �
<br /> � DENOTES POS7ING UNDER CONCENTRATfO LOADS PROI�DE POSIING THE � �
<br /> WIDTH OF S7UD WALL X BE,4M WIDTH WIlN EIIHER SOUD WOOD POST OR n- Q
<br /> MULT/PLE 2x STUDS, TYP/CAI, U.N.O. � ' �
<br /> ■ DENOTES LOAD POlNTS FROM LOAD ABO�E Q W
<br /> o a
<br /> PREFRBRICATED PLYW000 WEB ✓0/STS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE -�
<br /> R507.2.2 BAND JOIST ATTACHED BY A LED�ER lN ACCORDANCE WITH SEC110N R507.2 SHALL BE A MINIMUM 2-lNCN-NOMINAL, SPANS AND CONDITIONS SHOWN ON THE DRAWIN�S AND SHALL BE FURNISHED AND INSTALLED lN � Q
<br /> SOLID-SAlMV,SPRUCE-PINE-FlR LUMBER OR M(NIMUMI-INCH BY 9 1/2-INCH DIMENSIONAL, DOUGLAS FIR, LAM/NATED I�ENEER CONFORMANCE WITH THE MANUFACTURER'S INSTRUCTIONS TNERE PRODUCTS SNALL 8E �
<br /> LUMBER. BAND JOISTS AITACHED TO A LEDGER lN ACCORDANeE WITH SECAON R507.2 SNALL BE FULLY SUPPORTED BY WALL MANUFACTURED TO THE STANDARDS SET FORTH lN THE lCC REPORT No.ESR-1153. W
<br /> PREfABRICATEO OPEN WEB WOOD JOISTS SHALL BE DESlGNED BY THE MANUFACTURER FOR lHE f'KE;FAE�RIG�TE.o.F�4YWC�G_YVEB JQ15TS ShiAl.l.E3E UE:SIGNf-:D f3Y THF: MANUFACT'URE�R _ ,__ �-
<br /> OR SILL PLATE BECOW. SPANS AND CONDITIONS SNOWN ON THE DRAWINGS AND SHALL BE FURNISHED AND INSTALLED lN `-�- F�oE�TFiE:.sF�ANS AN�CQNDITInNS SNO`•rN oN 1H�F�i.�Ns AN� sH�i.�. �E: E�u�r,�s►iE_�>�Nr� �
<br /> R507.2.3 FASTENERS USED lN DECK LED�ER CONNECIIONS lN ACCORDANCE WITH TABLE 507.2 SHALL BE HOT-DIPPED � � iNsrA�.�E�r� �N coHF�oRrnAr,c�wrrx zt�e�a�,r�uf=ACTu��F.��s sF�=:c�IFICA'TIONS. ALI_
<br /> TH TABLE R507.2.1 AND Fl6URES R50T.211 CONFORMANCE WITH THE MANUFACTURER S INSTRUCTIONS TNESE PRODUCTS SHALL BE � �
<br /> GAL�ANIZED OR STAINLESS STEEL AND SHALL BE INSTA�LED lN ACCORDANCE WI (J MANUFACTURED TO THE STANDARDS SET FORTH lN THE lCC REPORT No. ESR-1774 NE:cr:;ssnr�Y sE�ic�iN�, ��ocKiNc�, sr��=��:�f_�s, eTc sfiA�.�. �E� [�E:1�it�E��nN[� F=uF�N�sfiF�o
<br /> E3Y 1HE MANUFAt:TURE:R. SUE3Mf?�SHOf'uR,��`r1NG5.�ND pE=SIGN CALC:UI_ATIONS E1F:F�PJNC,
<br /> AND R5072.1(2). �F�E: srnMF� Of= A t�ICFNSE:t� E:NGiNi�E=R Tu TFiE AF;(:NiTE_CT PRIOR T�O 1=ABF2IC:ATIC)N.
<br /> C)E:SIGN St{<)WN ON RLANS !S E3ASE:0_C�h:OES7S AS 4tANUFAC`T UREO f3Y Th1E:'rRl15-J�Jl;i
<br /> FASIFNING SCHfDULE-ROOF, FLOOR AND WALLS REQUIREMENTS/S TABLE R602,3(1) c��t�oF�ArioN. At_�_rinNc�Rs n�va o�r�.-�t��;;.���v;,��„ sMnt.t.�E: cc>nn��,�i�i�i_�: wrrfi Tf-�t:
<br /> THE SIZE, HEIGHT AND SPACING OF STUDS SHALL BE lN ACCORDANCE WITN TABLE R602.3.(5). .�oi srs P rzovi�>f:U. �
<br /> r
<br /> R602.7 HEADERS FOR HEADERS SPANS SEE TABLE R602.7 l R602.7 2 AND R602.7 3. ' � �c i, J'
<br /> R602.7,1 SINGLE HEADERS SHALL BE FRAMED i�TH A SINGLE1 FLAT 2!CH-NOM/NAL MEMBER OR WACL PLATE NOT LESS/N �� � �/�;�'' com me nts
<br /> WIDTH THAN INE WALL STUDS ON THE TOP AND BOTTOM OF TNE HEADfR lN accordance W1TH FlGURES R602.7.1(1� AND °�`� �}����.7'�� � � 05/25/17 �
<br /> R602.7.1(2) AN� FACE NAILED TO lNE TOP AND BOTTOM OF THE H�ADER WITH 1Dd BOW NAlLS (3?X0.128?) SPACED 12?ON �'��` �� J
<br /> j r r� v�,t `,�.. �.
<br /> CENIFR . �ti, �� .�,���,��
<br /> �r�.
<br /> 6 4 ✓
<br /> j�G. �°�;F � S
<br /> R602.7.2 RlM BOARD HEADER SIZE, MA TERIAL, AND SPAN SHALL BE lN ACCORDANCE WITH TABLE R602.7(1) FOR RIM BOARD � � ." ,�
<br /> HEADERS. RlM BOARD HEADERS SHALL BE CONSTRUCTED lN ACCORDANCE WITH FIGURE R602.7.2 AND SNALL BE SUPPORTED
<br /> ��'t��
<br /> AT EACH END BY FULL HEl6H�SIUQS IHE NUMBER OF fULL HEIGHT STUDS AT EACH END SHALL BE NOT LESS IHAT THE y�'� �����
<br /> NUMBER OF STUDS DISPLACED BY NALF OF TtIE HEADER SPAN BASED ON THE MAXIMUM SIUD SPACING lN ACCORDANCE WITH �' '�f?ti.� � �
<br /> -,,,�., ,�s�ry,���
<br /> TABLE R602,3(5f. RlM BDARD HEADERS SUPPORTlN6 CONCENIRATED LOADS SHALL BE DESl6NED lN ACCORDANCE WIIN ��°��j�"3`� �~H�
<br /> ACCEPI7NG ENGINEERlN6 PRACTICE. ��� ���
<br /> � ����
<br /> UPPER FLOOR PLATFORI�I PLAN
<br /> „ _ , „ A�5 �.
<br /> scale 1/4 — 1 -0
<br />
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