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<br /> - - 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS & __ w .. _�C1"(��ns. . ,.UI�lD� I�?�.J':'f-U':.E?E _ � �� ` �".. . -=►:
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<br /> � - CONDITIONS PRfOR TO CONSTRUCTION. _ �
<br /> _.__, ._�__;�-...__.;. �'?GP�����'�'�'?�'.� ���EL'"�� . , . _ ,. . � . _����/�� /�',��4r �,j�-..
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<br /> , '. _:.. .._. ..... _. ._.: _.._.� _ _... .i.. __. Z .ALL FOOTINGS T� REST ON UNDISTURBED SOIL."" RI�T��' �f ���/ jt3 ��W �j�i. �/iVtS��� G�/L�� _
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<br /> 3 ALL WOOD IN CONTACT WITH CONC TO BE PRESSUR TREATED.
<br /> - - - 4. INSTALL SIMPSON CONC. TO WOOD HOLDOWNS 1-112" FROM CORNERS & ' . � ,�! __....
<br /> �;���G�. .��,�T���:; D,.o�N T'r� .;. : . .. . _...__ _�_.
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<br /> . TWA���.T�j�(,,,dR�J *`c�.�,- �.�� ,,. WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS.
<br /> ': :
<br /> ���)E..lFj��(7 ,,,�.:�t,,,}�''['!'� ..__ ( 5. ALLfASTENERS AND PENETRATORS TO PRESSURE TREATED MATERIAL TO BE I it
<br /> r ` � � ` ZMAX HOT-DIRPED GALV. OR STAINLESS STEEL OR MEET ASTM 153 REQUIREMENTS. � � -- -- � �2r� •
<br /> 6. 1500 P.S.F. ASSUMED SOIL BEARING CAPACITY SHALL BE VERIFIED IN FIELD.
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<br /> 7. ALL WALLS SUPPORTING TWO FLOORS AND A ROOF TO BE 2X6 CONSTRUCTION. , . - - - - ,
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<br /> . 4 RC)OF FRAf1�I�IG �IOTES.
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<br />� ` � , ` , 1. CONTRACTOR SHALL VERIFY ALL NOTES, DtMENSIONS & , _ _ _ __ ... _... . _...._ __
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<br /> F�11�1��►T'IQ�I �fE�i'TfLAT'IC��I . FLOO� PL�►� NOTES;
<br /> � CONDITIONS PRIOR TO CONSTRUCTION. "
<br /> 1. CONTRACTOR SHALL VERIFY ALL NOTES, DIMENSIONS &
<br /> °: � _ _..
<br /> Z. ALL BEAMS & HEADERS TO BE 4x10 DF#2-@ ALL WALLS GRAWL SPACE AREA: 220 S.F. � CONDITIONS PRIOR TO COt�STRUCTION. -
<br /> � VENTILATION REQUIRED: 220 S.F. ! 150= 211.2 S.I. REQ'D 2. ALL BEAMS & HEADERS <6'-0"TO BE 4X10 DF#2 Q ALL WALLS .
<br /> . . 3. PROVIDE VENT BLOCKIPJG OVER SUPPORTS.
<br /> _ 'k 4. ALL RAFTERS AND TRUSSES TO BE CONN.ECTED TO BEARWG
<br /> WALLS AND MEMBERS WITH SIMPSON A-35 OR H-1 TIES. USE: 7"x 14° FOUNDATION VENTS 3. PROVIbE SOLID B L O C K I N G O V E R S U P R O R T S. � �
<br /> ` _ �:�: _L �t _. ` �-! .. . .,. ;n.__ . ....___ 5. ALL RAFTERS FOR VAULTED CEILING TO BE 2x12 @ 24"o;c.,UNO. V E N TA R E A: ' 98 S.I. -25% REDUCT.,1/4"MESH = 73.5 S.L 4. PROVIDE FIREBLOCKING @ ALL PLUMBING PENETRATIONS. ' �
<br /> _ �
<br /> , . .
<br /> . "" :/ I � � ����� - ..__. ,_:_ VENTS REQUlRED: 211.2 S.1./VENT AREA= 2.87 SJ.
<br /> ( 5: WINDOWS & DOORS ARE SHOWN & NOTED AS NOMINAL SIZES.
<br /> .
<br /> � .� , . -! . , j l: ,,,. ^ , __ . AL RUSSES: PROVIDE: 3 7"x 14" VENTS, AREA= 220.5 S:I. � RS @ 6'-9"AB MAIN FLOOR U.N.O.
<br /> � ' f�, � � ':� r� � AMP
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<br /> �f ; ,`, �,� � - SHALL CARRY MANUFACTURER'S ST
<br /> 6 WINDOW HEADE OVE
<br /> ' ��a�.d��.�. ,, �( � � �� ��' �.�� �J, ' �
<br /> ; ; 1 , ; , � ,; . ,; � � 7. ALL WOOD IN CONTACT WI'TH CONC. TO BE PRESSURE TREATED. �
<br /> ' ;�` 1P ; � f , -� ,:, i � r� ���Up.G , - SHALL BE INSTALLED& BRACED TO VEN�ILATION PROVIDED: 220.50 S.I. IS GREATER THAN: 211.2 S.i. REQ D
<br /> � `.:` i : __, ; _ . , ; , � �� �� 8. EXTERIOR WALLS TO BE 2x6 STUDS 16" O.C., U.N.O.
<br /> ': ��'�'�' ��"����E�� � �� /` �� ���, � '� �� ,, MANUFACTURER S SPECIFICATIONS USE: 3 7 x 14 FOUNDA710N VENI'S @
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<br /> ' : ;. ,_.,, �N,� _ � L::_,. �- , _ __� " _ - SHALL HAVE DESiGN DETAILS& DRAWINGS,ON_SITE-,- - � - - � 9. INSTALL SIMPSON CONC. TO WOOD HOLDC�WNS 1-1/2° FROM CORNERS &
<br /> � , . .,, -�-..a�1T N��.- �
<br /> - ° WINDOW ROUGH OPENINGS, ALSO SEE MANUFACTURER'S SPECS. Q�
<br /> _, _ --.--FC1R �'RAM{NG 1�1SPECTtON
<br /> . L ., _ ;` ' �-�'F��f.��__OfZ .P't��� :"�IE�::,_'_ --.___ ._ - .-__
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<br /> � -' ° ` f _,,.,F!1OU,�;.1'f��? .."(TO.<f-1p.1�.�'-� � . --;=---- - SHALt NOT BE FIELD ALTERED WtTHOUT PR�QR BUtLDiNG 10. ❑ INDICATES A POINT,LOAD SUPPORTED BY(2) STUDS MIN., U.N:O.
<br /> � �
<br /> . . f.; � 2.�Co-�paNY:W���- I��' QEPARI"MENT APPR(,7VAL OF ENGINEERING CALCULATIONS „ ,, 11. SMOKE DETECTORS TO BE 110V, INTERCONNECTED, W/ BATTERY
<br /> 18 DIA. X 8 THICK CONC. FOOTING W/2-#4 BARS EACH WAY. � � �
<br /> l) I ��G�:IPP�:�.�.GA�:�cv��o,�i�
<br /> BACKUP &CENTRALLY LOCATE[3 IN EACH HABITABLE ROOM &AN
<br /> �C° ��' ���"�' W�S��� O 18 POST&CONNECTION PER PLAN ADDITIONAL SMOKE DETECTOR SHALL BE WSTALLED IN EACH LOCATIUN �� �
<br /> , �
<br /> --�(��'fi�6 t�.�q�� {� ��� ; �
<br /> � � � i ----- ' 24" DIA. X 12"THICK CONC. FOOTING�v11/2 -#4 BARS EACH WAY. WHERE THERE IS A CEILING HEIGHT CHA�JGE GREATER THAN 24". : � Q,�
<br /> ����,���'��� ��- ` �OOF VE�ITILATION .
<br /> . ,
<br /> O 24 POST& CONNECTION PER PLAN 12. CARBON MONOXIDE DETECTORS TO.BE LOCATED ON EACH FLOQR NEAR BEDROOMS:
<br /> �t� - �3 ��-:`----�.: =��t��. v�e�, �, „ . .
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<br /> k; (� �, ! , -., . Standard Truss/Scissor Truss Roof fra"ming Assembly: Main Floor 30 DIA. X 12 THICK C01VC. FOOT NG W/2-#4 BARS EACH WAY.
<br /> , . . ..._ __. _.
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<br /> ° ''' ' `! I Roof Area: 220 sf O 30 POST&CONNECTION PER PLA�1 �' �
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<br /> _.- I ventilation Required: 220 sf./300= 105.6 si. Req d O 36" DIA. X 12"THICK CONC. FOOTfNG W/2 -#4 BARS EACH WAY.
<br /> - ���.`' �� 11 Provide 1/2 Ventilation at Eaves, 1/Z above Midpoint/12"beiow Ridge
<br /> :;� 36 POST& CONNECTION PER PLAN � �
<br /> ; � �- �2xi� ca�� ��N
<br /> -
<br /> �. i �� � �'` ` --- -� �.�'O ;y::� Birdblocking = 4.7 si./if -25%reduction= 3.53 si/If. . .
<br /> _ _ ... , AF�E� SUI�M�RY �.
<br /> _ ; , �N :�.,� � �/2#4� �' � _ _ .. _ _.._
<br /> _ _
<br /> r_`'�U� ; _ _. - Eave Ventilation Req'd= 105.6 si.I 2(si. per if. = 14.98 If.
<br /> _ .PP�N:� ��� . ° � �,�f�t-1�.;:���1).'��'.�5�-Rt��P MAIN FL.00R NEW� 220 S F � �
<br /> � Provide: _ 15 {f. birdblocking.Ventilation= 52.875 si.
<br />� � -. �. � , . � �� +���� Ventilation Provided- 52.875 si. isGreaterthan 52.8 si. Req'd MAIN FLOOR EXISTING: � 656 S.F. � � � `
<br /> ; '' �
<br /> °,- ~-� ���,i<.�� � -� Upper Roo /Ridge Venti ation: HEATED AREA TOTAL: 876 S.F.
<br /> _ i- _
<br /> , 12"x 12"Gable Vent 144.00 si. each-25%screen reduction= 108.00 si each. Q �t�± TOTAL ADDITION AREA: 220 S.F. � ., ■�
<br /> ` ' Upper Ventilation Req'd= 105.6 siJ 2 /si. of each vent= 0.49 vents ��ESC f�CI��I�E E�il V I'I��G F��'�G ' GLAZING SUAAMARY W �
<br /> - Provide: 1 12"x 12"Gable Vent 108.00 si. �
<br /> ; ' �
<br /> � � � WALL BI�ACIPIG PANEL SCHEDULE � s.00 s.F.
<br /> �,s� Ventilation Provided= 108.Q0 si. is Greater than 52.8 si. Req'd WINDOWS ,
<br /> ' 9 � �
<br /> DOORS W/>50% GLAZING 0.00 S.F:
<br /> � Q
<br /> -�����-�`"�Y-- ���� -� , PLYWOOD/OSB-3!8"x 4'-0"x 8'-0" 6d NAIL 6"O.C. EDGES,
<br /> ` Use: 1 12"x 12"Gable Vent 1Q8.00 s�. @ .Fd
<br /> 11 � �� Use : 15 If birdblocking.Ventilation= 52.875 si. 12"O.C. FIE�D SKYLIGHTS: 8.00 S.F.
<br /> _.___CaG�,��..�._�._._j___,_,� . C,�_:._ �� � � '
<br /> TOTAL: 104.00 S.F. � �
<br /> Total Ventilation Provided= 160,88 5�.. IS GREATER 7HAN : 105.6 si.Req'd GWB-(1}FACE OR SIDE 5d COO�ER NAILS OR ADDITION GLAZING %: 11.87 % wdw sf!fir sf.(%) � '�
<br /> � � �
<br /> ��2��X 8�_o��X 8�-0�� WALLBOARD NAILS @ 7��a.�. VE�ITI LATION SC H E DU LE �t �
<br /> GWB-(2)FACES OR SIDES 5d COOLER NAILS OR WALL � � Q�
<br /> _ 1l2"x 4'-0"x 8'-0" WALLBOARD NAILS @ 7"O.C. SEE 2015 WASHIPIGTON STATE INDOOR AIR QUALITY CODE - �
<br /> Symbol Manufacturer, Model Number, or Equal. � '�
<br />� STRUCTURAL PANEL SIDING CORROSION RESISTANT 6d NAILS '
<br /> 'Nutone' QT 130 1.0 Sones 102 cfm @ .25 WG. � Q �
<br /> y 3(8"x 4'-0"x 8'-0"T1-11, RS PLYWD @ 4"O.C. EDGES, 8"O.C. FIELD �
<br /> oR EQ. 1 130 cfm @ .10 WG. � t' �
<br /> ONE-STORY ALTERNATE BRACED 8d NAIL @ 6"O.C. EDGES& 12�� � �Nutone' QT 80 1.5 Sones 63 cfm @ .25 WG. N �
<br /> PANEL, 3/8"x 2'-8"x 10'-0"OR LESS O.C. FIELD. BLOCK ALL EDGES. 2 80 Cf1?1 @ .10 WG.
<br /> PLYWOOD OR OSB(1)FACE OR (2)5/8"dia.A.B. @ 1/3 POINTS. Notes: *Use Q7 130 100 cfm min.)@ all kitchen fan.
<br /> ' E SIDE HOLDOWNS- 1800#@ EA. END, , � ,
<br /> USE SIMPSON STHD10 OR EQ. "Use QT 80(50 cfm min.)@ all other locations.
<br /> "' 'All Fans to Vent to Outside 36"from Openings. �a�� ���`Z.�{7
<br /> TWQ-STORY ALTERNATE BRACED 8d NAIL @ 6"O.C. EDGES&12" � *All Other Requirements of 2015 W.S.E.C./ VAIQ must be met.
<br /> PANEL, 3/8"x 2'-8°x 10'-0"OR LESS O.C. FIELD. BLOCKALL EDGES.
<br /> PI.YWOOD OR QSB BOTH FACES (3}5J8"dia.A.B. @ 1/4 POINTS. `
<br /> �acale
<br /> F OR SIDES HOLDOWNS-3000#@ EA. END,
<br /> USE SIMPSON STND14 OR EQ.
<br /> GENERALNOTES;
<br /> �raavn
<br /> '� BRAGED WAIL PANEL SOLE PLATES NAILED TO FLOOR&TOP
<br /> PLATES SHALL BE ANCHORED TO FRAMING ABOVE. WHERE
<br /> Job
<br /> � JOISTS ARE PERPENDICULAR TO BRACED WALL LINES, PROVIDE
<br /> BLOCKiNG UNDER&W LINE WITH BRACED WALL PANELS.
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