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Home My WebLink AboutB13-0263 REV2 plans APPROVED � � � � o� N � � v � BLOCK: I LOT:7 800 POTATO PATCH DR. # B VAIL CO 8I657 ° , , , � � � . .� GENERAL NOTES: PROJ ECT SU M MARY: SYM BOLS : �, o I. DO NOT SCALE DRAWINGS. D RAWI N G I N D EX � � '� O J 2. VERIFY ALL DIMENSIONS, CONDITIONS,AND UTILITY LOCATIONS PRIOR TO BEGINNING ANY Code. � ' O WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR P4�� Aa �A ARCHITECTURAL STRUCTURAL V J DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY. INTERNATIONAL RESIDENTIAL CODE ZO12 A OO I I�H�� = I�O�� SITE PLAN - PROPOSED S I SPECIFICATIONS � � � Section Cut Reference Detail Area Reference 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITTEN ZOI1I I1 : A OO2 NTS CALCULATIONS S� FOUNDATION PLAN AND DETAILS � APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR g ¢ AREAS. SINGLE-FAMILY RESIDENCE 1 =� ��'—�° A 003 NTS BASEMENT CALCULATIONS S3 UPPER FLOOR FRAMING PLAN AND DETAILS � _ A3-0 .� 4. PLAN DIMENSIONS ARE TO FACE OF STUD,CENTERLINE OF STEEL,TIMBER,STUD COLUMNS,OR A 004 I�B�� = I�O�� SITE COVERAGE EXHIBIT S4 ROOF FRAMING PLAN AND DETAIIS � FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE Oc c u pa n cy C I a ss if i c ati o n: Elevation Reference Elevation Symbol ,.. � J CC TO TOP OF CONCRETE,TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS TYPE R DIV. 3 D I OO I�4�� = I�O�� MAIN LEVEL PLAN - EXISTING v OTHERWISE NOTED. � ' V o As�A a-2. I/4" = I'0" UPPER LEVEL PLAN -EXISTING = 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE Construction Type: D I O I � � Z BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES,TOILETS,TOILET Detail Cut Reference Large Area Detail Reference D I OZ ��4" _ �'0" ROOF PLAN - EXISTING � ACCESSORIES, CABINETRY, COUNTERTOPS,SHELVES, CLOSET RODS AND FALSE BEAMS. TYPE V � � Q12/31/1999 � W?� 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR D �OO I�H�� = I�O�� ELEVATIONS - EXISTING TYPES. A I�Y�OI�ItOred flre alarl�Y� S�/SteCT� IS ° required and must comply with NFPA Revision Cloud Revision Symbol ^ 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR • w�NOOw-rYPES. 72(2002) and VFES standards A � QQ 1�4" = I'0" MAIN LEVEL PLAN - PROPOSED 8. COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR O O A I O I I�4�� = I�0�� UPPER LEVEL PLAN - PROPOSED AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. . A I O� �� PROJ ECT TEAM. I/4 = I 0 ROOf PLAN - PROPOSED Grid Bubble Material Tag 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECT OF THE PROJECT,THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT: A I O9 I�4�� = I�0�� MAIN LEVEL RCP - PROPOSED ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOT CONSTITUTE A DELAY K.H. WEBB ARCHITECTS P.C. �N THE PRO�ECT. 710 W. LIONSHEAD CIRCLE, UNIT A A I I O I/4" = I'0" UPPER LEVEL RCP - PROPOSED NOT VALID FOR BUILDING PERMIT VAIL, CO 81657 i�nrNniir nRr rr�c iei�r cTneeP 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES PH. 970.477.2990 � � AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERNED BY THE CONTACTS: A ZO I I�8�� = I�0�� ELEVATIONS - PROPOSED � INTERNATIONAL BUILDING CODE AND THE INTERNATIONAL RESIDENTIAL CODE. COMPLIANCE KYLE H. WEBB � IS MANDATORY. THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT WORK THAT DOES DEBRA MONROE �� NOT CONFORM TO ALL RELEVANT CODES INCLUDING IN IBC AND ALL LOCAL AND REGIONAL I�4�� = I�0�� SECTIONS � �ooES. A 301 �- GENERAL CONTRACTOR: � I I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND NEDBO CONSTRUCTION A 400 I�4�� = I�0�� STAIR AND DECK DETAILS "� OBTAIN APPROVALS FROM THE ARCHITECT/ENGWEER BEFORE ANY CUTTING, NOTCHING,OR PH. 970.845.I 001 .,�� DRILLWG OF ANY CAST-IN-PLACE CONCRETE,STRUCTURAL FRAMING,OR ANY OTHER CONTACTS: '��' �� STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE ROLAND KJESBO A 500 I�4�� = I�0�� DETAILS � CONSTRUCTION. U KI1Wt 11111t1.15, �'l COPYRIGHT 2013 I2. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE STRUCTURAL ENGINEER: A 6OO I�4�� = I�O�� SCHEDULES - ELEVATIONS BUILDING FOOTPRINT FOR OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE KRM CONSULTANTS, WC. woRK. 101 EAGLE RD. #2 AVON, CO 81620 A 700 I/�" = I'0" INTERIOR ELEVATIONS 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF&DECK PH. 970.949.939 I SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE&SNOW TO ENSURE MINIMAL CONTACTS: A �O I I�� = I�0�� INTERIOR ELEVATIONS PROBLEMS WITH THESE SURFACES. TIM HENNUM 14. SUBSTITUTIONS OF"EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN JOE O'MALLEY A �QZ I/2" = I'0" INTERIOR ELEVATIONS a,PPROVa,�. INTERIOR DESIGNER: O 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR ATELIER KARSKA KRAUSEN � AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION,SUPPLIES, 710 W. LIONSHEAD CIRCLE, SUITE C VICI N ITY MAP � EQUIPMENT, ETC.TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE VAIL, CO 81657 � irv�usTRY. PH. 970.688.5748 � � CONTACTS: _ ,` u � . �� ,: : , � ' ' ! ,. . ' � ��,�!.i,� ;�� y �, ,. �� P - �, _ � � � � I..r1 u 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE KASIA KARSKA HILL ' � ' ' ,•_��"' �y'+ '�'�� . :, N� ^�,.'� � � # � � � � . � � a � � _ � � ;, = F � -� ! Q �° _ r L � SETBACKS WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY ALLISON KRAUSEN � �� ' w �'� ! M ��, � ��: _�t � �1 • : : �__ O �� "� ,;. : DISCREPANCIES. � _ 7,�: d'� , � � � =� � � � F ; _,�' �! Q O � • o � � ��; f.!�� ' ` �' w i�,' ,. ; f� � �,� r�* �,��._ � ?i � ~ V _ ,� � . � a�a � ■�#� �k � �.� tl ��, '� � �• � � v , °� a X , _ u , " ,'� , � � � 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING �' '�i e N r � ; �6 .�ue �,r � � ,� -� � � '� J � ' y , ��r �"� , # _ )� �.,��' �° . ,'�! �' � ��'�� ,, : •;�� ,,�� — UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION �„ f � �_ , r � �� ! i . � ,�!� � � �• � ��;� O m ' � 4 Y �r � IMPACTS TO THE SITE. � j� :�'�' ' ��,.. . �' � � y!+ , , t' �t� �._ �y � � . � #�•,;�_ � r �� O ' 1 , �' '� � � �,y_�� y • m � ` � � ��d y�' � � a � � 00 - $ � � -u ��.'7" a!�� `!'�� r� ` R�' � '�� , _' �,�' � ��' 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE � , � Y. �+ � • ,� " ` � ' � � � ,� ! :°, � . - 1 �R� . � �_ � °i r, � -4 �T ,.� � � �� ; , � � s� u a . � _ _ ' �� ti ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL �_ � `' � � � : . � �, • � k�� . ^� • a � � � � + �' ��rr � M = p� , � '� � �� s ,'1`` � . � � �. AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED � �� ' � fi�� - ' �,.� ��` �. - '� ��" �� fl '� +��' ��' . � ; _ e i� .� � ir�►< � �,f � `�� . � � °r . � �,��"'.� �� LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND ; kY- , � -� ,�+� � �, v��,�, _� ➢ '�J •• ' . �� `�' � � � � � � � � . � � �� _� . � . -. �� WITH THE NON-DISTURBED LANDSCAPE. `.� �� ' � � i� t� �� '� � �� n � � a ,�,,�,, �, � � r , : � � . y , � � 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. N. � �'� � ��' ��,� � ��' � � . , i �"`�"'�'�' � '"�l � �� "�� -' �. �, - _ -� � �*"� � . _ ' .„; � �„ . „ + r ;.�' � � 4, ° ��i �.y . . � . - °. . � �� N �^ d� � r ...' ,� . .+ r ,. .. ��'1� • Y ' # �; � � 20. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE � , �,�'*� � � ±� �� , �'�_.,,;��"v�,^ s � ��+6`•��''�'*` � .* � ,��'� ��'''"�� , �. �� '�, CONSTRUCTION DOCUMENTS. THE SITE PLAN IS FOR GRADING AND LANDSCAPE PLAN IS FOR , , ' , _ �� f .� �� . °� �' � �, "..,,� -, . . ..� . .y . -_�� . . _. y�.�h .4< ��t'.� ��.. _ 3 .. I ' � ': '�i.� � .., � ��.�'{�.��'ic�`ii � � �p �� • �• �,�,n'�-� + r � � ��.� � LAYOUT; ANY DISCREPANCIES VERIFY WITH ARCHITECT. � �� ' � _ .�+� . ,� . � � �. �,� . , .• � ' � 1 POTATO.PA��. � 7�T � � �q, �; . �� .�� r- �'�, � ! ��I` *�'•� fi� ' �• � � � F - ' �'��. ,� � . _ .1" �,. '�,ti� �� ''��`��'; , PROJ ECT: RUTH � . �. � i.._ . ... � � , � � � �� a p_.. _,# ,�.''�,'�'. �� - �,��,;�'� i �� ,� ''"� � �'�'��-*. �' �, �3; - �" ' t '�� DRAWN BY: DM �: � � - - �-- . �'� �',��'�� `' "`�, �"''�,` � , � ,.�. ' � _ ! k � �� •-�'��. � � -� : 6.0 3.14 , '" � ' DATE ..,y � , . . �„ � r�� •� =a �i�r � F� �. .4 P n � � , � , _ F . _ ,� `� ' +�. �.� - . ', � M , , . � . . , , � � - � �.d�� • � , �` �� _ n `�` '�, � � r � � • � � _ � � � �. ` � �� "�'*� �d ' ' '-' - REVISIONS: � � � , _ � ,�,�, � " _ � -- - _ _ . . _ � � ��_ . ,�,. 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M .,�d' '___ �� i�,#�' �'' '� � UPDATED PRICING 1.2.14 � ��, � � ,_�;.►a,,� • "," ` . � �� _ . ti. � � ,�,;�" �'� ,� r ;-��. �, , ' ,�i, ' , DRAWING UPDATE 2.4.14 � • r� ` � � - , � � _'` �`��'� _ �� A � � � �'' ' •`'" � , ��,'�' , .. � � - � ' �� ° ,�, , J- � °`- DRAWING UPDATE 6.3.14 �� ' � � �*� , �,``��"�, � ,� , _ �. �, ,�—� _� e � � � � � .,� y � � �., r � � _ _, � � , � ��d '.�� ;.� � ' s .' � _, � .�j � I1 + ` •ti'' ,�I ;�� ,� .•,�.W p � r �Y *— . , ',�' � . �F d� ° �� _ ' ' ,�. � , ,. — ,� : , ,�y,,�,� ' • �ti : � i � _ # . � `�� * ��' . � �.. r i �� ,o � �_° � �� -�• � ` � � �',, , � � '�+ �' � . i_ � �, . , . � ��. � � � .,� .� �.. . _ ,� _ . ; C O V E R . , � � r :,�- � ,�, . ; � "�� q , � �•�' �i�` �.�P � �,�} h�= �.� G ' �+ . , � � .t,� � � - � R ST��' ��'�' �Q.� I 7 ' -.'- � - " . �,'+ � ,., y �` d i. � � � O � :. � � - r � �, -g�n. - � ;. :I�� I�. e ' F,.� � ,r�' , , f �' ,. 4 �� . ° � � � :� ,� ,� 1 . , . � .; � > '�. .,� � � ,: . . . ��! y 1'� � '��L , . , � ° � e . � � � .� �i . � • � L� `.'. � y .. . ,. � .�f' ':, . .° -1Y � , �. i �� A �� j!. �, _. ., .. - . �... .o .� �_ .. -' _ _ -< .. „ . �� ,.. _ .-. . . .... __ , - � � . . r . . .� . � ' �� L. , ' , �, '.�� " ' � 4 � ��r� l QQ �a is 4 - ��+` � �- ti � � ' � !�! . � r._ .�� ,_& � .. �. , _ , ;_ ' , ,_ � �. ;' �. � � � �.�i,.� , ��;:F I�I I � 1 � I 1 I 1 � I 1 � � � i I � � � ^ � � � � 1 ° � � I 1 � � �, � � � NEW (PROPOSED) BURIED � � ,� � � o GAS LINE o I � I � .,,� o RELOCATE CULVERT PIPE � �ATE o �v BV�LDING pUT�INE ' � ° RESTORE DISTURBED MULCH ►v � FEAT�RE � o � � �- � Q PLANTING BEDS TO ORIG.; m I � �� i ENTRy I I � � SEE GEN. NOTES, THIS PAGE � I / _ � o , -, 0.3, � --� ; , , Q LINE OF SITE DISTURBANCE � � � � �� _ Q) z FOR NEW SNOWMELTED � I I � ° Q� — I � �I I • DRIVEWAY AND ADDITION � �- I� � .. . � � � � TREES TO BE REMOVED. � � � � , -� �� ' �' " ��' � ��sro �OT I � W �� NE 7 v ° LINE OF SITE DISTURBANCE LO � o ` � � ENTRy�wA��s EARTH �o PARCE /1 _ � Z , � � 1 1/2" F��ND GARqGE RED 80p �•3269 q�R S � � � o RELOCATE PHONE PEDESTAL � , ' � �� sEr�ss MoN�ME�r �� < � � � ��0 PAr�H I rn a � EXISTING 1,5 DIA. CMP � 0.4�. � � � � � `� , �S ASPHALT � < � �RAGE SLAB �RIVE � � INVERT IN=8648.1' � � � � � , '�.�� (7YPI ��6 �� < � p� � � � C.4LJ �� o INVERT OUT=8645.7' STp ' � � �� ! � � �� < � TO BE MOVED WEST wq�K o z, / % � �� o i u � � REN�H D I � �� . ;� ` ,> � � �� 5 79 49 18 W • R � � / - - - � , � , � . � 47.68' � � � � � � � I � I �. , TEMP -88 00 ' � � � !TOILET � �� .88� � / � �� o p�oj�23� � <� � NEw � � � .� ENCLOSED � � H � ' � � � , ��`, SNOwME � PARKING � � 65 PARKING r �� . ��j1 �.� W/PAVERS�RIV ° SPOT , > 1• 9 SPOT � i� , � � � � � � � NOT VALID FOR BUILDING PERMIT � i �� }' 1� x EV EART ° iniiTUniir n�rui c ini�rcrnne� . , = x GqR��EEREp � ' I p � . � � \ ' / � �\ � �T � "' �� .�. � � xa �� ,,,�,%� P'4RCEL g � �� _ �� ,� � I j � �. _ r�. p.3g�7 � � � v�� PARKIN ENCLOSED 80pg p ACRES i� i� � rp , � � ,�. PARKING � � � -s�OT PARKING OTA7-� p I � � � �� 20'AC � �, � � � � � SPOT '` � � SPOT ATCH �RIVE � � � i EqSEME � 0 Q � . �� 5' DIA. % � cs � GAS � �i�� ,� � � _ _ � _ RAIN� Vl/AT�& METERS � �� i� SP T �;� � �� S �,�� /� Z� „ 3�-4�� ° z�,�„ � � ' � area proposed addition ' / X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER O KHWEBB ARCHITECTS, PC � - ----- - - 2� COPYRIGHT 2013 �' j _� , � / 4�. � ' � / � �� ,�t KI N G >c �O 0.5, T = � SPOT EN7R1(11 ' X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER � � �. � � i �\ � � i I �� \\ A ITION ��fVEW 3' �� ;,, �� UT��NE�DING � RETA�N�NG �� ` �y � � GENERAL NOTES: �� WALL o.s� , �_ �0.3� _ �' BUILDING pUT��N � Z � � EXISTING B E � � l. ALL DISTURBED SOFTSCAPE AREAS TO BE RESTORED BACK TO THE O 1 � V�LDI �i o.s� � ' NG 15 SETgqCK� �� NEW 3' � _ �UT��NE ' � ORIGINAL PLANTING PLAN LP-1 BY COLORADO ALPINES, INC. DATED � �� WALLDER f \ I 03.30.05 (INCL. IN THIS DRAWING SET) Q = • � v l0% SNOW �, __ $° 3��° -4� ��.� �� / 2. ALL DISTURBED HARDSCAPE AREAS TO BE RECONSTRUCTED AS 0 Q '� AREA �� i ' r „o � � � �� s I SHOWN/LABELED ON THIS SITE/GRADING PLAN Q o �O � � � LOC�ION� � �U�S �U�'gr � � � � Q � � � � ,��q��' � � � _ � � . 3. EXISTING UTILITY METERS, LANDSCAPE LIGHTING AND OTHERS n� o � I � � ' THAT WILL BE IMPACTED BY THE PROPOSED REMODEL HAVE BEEN � J t� ' . �l , �� / �� — � R E L O C A T E D A N D A R E S H O W N/L A B E L E D A S N E W L O C A T I O N O N T H I S °° Q / , in ' TRENCH HEATED ' � _ � `�o � � � �� Ta�� I SITE/GRADING PLAN �� °o -�,�.i„ � {�,5' ♦ 6'..�y � - �DRAIN PATIO ' _, � � �� 'T' � SWATH a mE�000as n � ' . . _ . � ... °i , � . PERIMETE o � � 4'1' . ^ . �(,, i �� 20 �� `21`+S.nr 1'2ftSla�`7 ___ ' � _ 1 9 . � .. _ . � � 7 �� / ' . . . . . _ - _ - /^' $�_0 0 \ \�� J� .. 3 2 Il-6�„ , 1 �,� 3 2 . .. - — ' � a �' `� DENOTES NEW SCOPE � \`\ / ' ' � � . � r �� :� '�, � . n�� _ ,� � � � � , � t � � __ .. XXX :, FLAGSTONE ' � OF WORK (PROPOSED) � � / �� xoen .. . PATIO . . . .. � � � � �,�� ,-- � 1� � �y- � , f aEP, , � � l� ,� � .. � FLAGSTONE �� FLOWER BED LONREXISTII ..L/U � - . _, _� .� � - .-14'3" 'T' ,. ^ � ��"�FjZ- PATIO , • � DINING DOOR C R - � BU � � � � I � _� DENOTES BALLORD LIGHT FIXTURE SH��NE � �� * � \\\\ ' � / SET IN CONCRETE PAD P[� • _ _ \\/// FLOWERBED ,,R � 4 � CE _C • �� FLOWER BED � � � ? I � FLOWER BED � � - � � � � \ FLOWERBED �n��,� 1 PROJECT: RUTH , � � � FLOwER BED � . � � I DRAWN BY: DM � ' DATE: 6.03.14 NIEDIUI�I � ,—f � �� HAZZARD ZpNE EERITY Rp�KFqLL � �C � � (SEE NOTE g�F THIS LINE � � � . � y � � � � I � �� REVISIONS: �. � 1 °�gPCK �� y • � 5, E� �N �,�,� � � • � � - � BPS - CHANGES TO C •�, � � �5�, � � APPROVED PLANS 09.11.13 � � � • tiZ,�� . _ _ __ ' BPS - CHANGES TO �� • •` � � , � . �, -- � ' � 2 APPROVED PLANS 10.24.13 � � � �� '`'�` � � ' � � MASTER BATH \ �� ' �� 3� y �, � �,� � � EXTENSION 11.21.13 ` � SITE REVISIONS 11.26.13 '� _ • �° • • � • - �� 3 �—�s �� ''� • � . — — ° 0•5'l3) �c'�� y ' � �`�,� �� , �" ' UPDATE 12.12.13 \ `� � . � �� UPDATED PRICING 1.2.14 \ �°� ��"`� - ' DRAWING UPDATE 2.4.14 -�� -��sar�' S��T ' I DRAWING UPDATE 6.3.14 � FENCE RVCTION i SITE PLAN �� 1 SITE PLAN � � / � 1/s" = i'-o�� \ \ / ° � \ i � � � � i � � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J � • .... . :Q , ..�. �i,J g�� 9�� g�� I � " MIRROR HALILA 12"x24" RAKED 9"x10"TOWER � ANDBRUSHED _ o _- � _ o� N \\ � � � N� I SEURA I � �� ` SOA o NICHE 9 x14 NICHE - � a o TV. - I� �I � � HALILA 12"x24" RAKED � � AND BRUSHED OTTL co � . 2�Ig�� Q OREGON SERIES "PENDLETON" - 1 � '~ � TILE `D b - J 0 BATH SPOUT TBD - �� c., � o V _ — J T , i 72'x36"TUB �� '' `° N � Q TBD � - _: ; � � , � - __ - - - - - - - - - Q I � = -� OCEAN BEIGE VEIN CUT BATHTUB PLATFORM OCEAN BEIGE VEIN CUT � � � HONED TRAVERTINE SLAB � HONED TRAVERTINE SLAB =-_-- � z � I � I � � � - � Ct � HAUSTOALBI 12"x24" HONED •� � HAUSTO ALBI 12"x24" HONED \ I HAUSTO ALBI 12"x24" HONED __ \ � TILE FOR FLOOR � � s�� TILE FOR FLOOR I � TILE FOR FLOOR v � I�_ _ �� _ � � I I � °C 42-28 - - -- . . . — � — — , V MASTER SUITE TUB v ¢ DRAIN W _ • � Vf Z O J � � V1 � � 0 i � - � � � � �� = MIRROR-�� MIRROR �� OREGON SERIES • � / � � "PENDLETON"TILE i � / � � \ � / �� — / �� EDGE SLIM BATH BAR / � � � / j BY FORECAST LIGHTING (3) � �� i l � � � \ � �� i� � � � � , � � LIGHTED MIRROR � TOWEL HOOK(2) / �� i�� 1 - � / NOT VALID FOR BUILDING PERMIT / � � 104 —� WITHOUT ARCHITECT'S WET STAMP \ � � � �- _ � � VANITY FAUCET � � � � � � � �� KOHLER LADENA 21x14 LAVATORY � ��` � �� \ / i — —��. , BASIN i � �� / � � �� CABINETRY � �; � � �� HAUSTO ALBI 12"x24" HONED � �� \ � i TILE FOR FLOOR - t�� \ � i , `�� { — � 42'-28" I ��. S l:l I\I I VV L ��l.l I I I Ll I J� I l. MASTER SUITE 5 4 COPYRIGHT 2013 .S�� 7 u � txi5 i iivv STO RAG E 117 Z TILE O � r � 2 � �� PAINTED DRYWALL �� , � � � � 0 = V � V � - � 0 Q '� o � � � � CABINET / �n PAINTED DRYWALL I � ap � 2 � Q � / % ' o � %;� 104 I n�1 � c� -, . 1 .. �, SHELF � � I � 1 117 L � m Q , - � �� o - � � • �� a�:� o�o 1 _ I = � � - - - - - - � � - ; � � o nn. w.c. _ - , - - - - - — 102 � � � � � - - - - - - � c., HAUSTO ALBI 12"x24" HONED '"� 3 � � � TILE FOR FLOOR � � � � ' �� ,,�;�� ; ,,� ��,�� '`, � 3 0 � �� — — — — — — — — � T.O. SLAB @ � : ; : � O / . . I MASTER SUITE � � � / -�� ` �� i I � � � � j � - �% L HAUSTO ALBI 12"X24° I � HoNE°Ti�E I PROJECT: RUTH �� DRAWN BY: DM � ; NEW M. BATH ��' I �.� .a. .y.,�..; .. . — — — � — DATE: 6.03.14 '� � .,„ �, .,. � �. 104 �� _: , , MASTER BATH - INTERIOR ELEVATIONS � � ; � _ � � . ` _ � � ' � � � , - �P• - - 3 1�2„=i�-o�� r � � � �� ; ; - � ` , � , � , : � � REVISIONS: 't � _ � t � �, � �` , ; �� BPS - CHANGES TO ' j �`� � � ... . . � , . . . Q � (./ � � -. '` ' � APPROVED PLANS 09.11.13 � - jr ---s. . : `. ! ' � , _ - , .- - ...�.. __� ';, TILE BPS - CHANGES TO � . . _ �_..� ....._ �__ �� - .y � . , � �� ,� � � ��"� � 104 � 1 � A . . ---� Z' •....-,_.._.r- .-.— .c.:-,� .�J . /" ,\ � �� ZOO PPROVED PLANS 10.24.13 . � ..:...,,,,,,�_„�,.,.....��.-�--�_ , - � .. -�-_�:� W 7 � � , �-� �' �✓�� MASTER BATH :.`�"��.r.w. •,.,� ; ,s.n ,.�.,��._.,... _� -, % �w_ ,.,.,,., _ _ .. , . , ,�- ., ._�. -� '� � 5 ' ' CP. \ EXTENSION 11.21.13 : � "'�.r t.K- ;'�- ' ',;`, "j. , - ' 3 \ �3 SITE REVISIONS 11.26.13 " � ��k �� d ��'�.� �w '� � -�;� � UPDATE 12.12.13 , �_� �,� ._ . -� _� �� ,- \ j� y . ,�. ,� ,,�y o - ' UPDATED PRICING 1.2.14 _ "��' - `_ � =�,' �� ' � � �� \ DRAWING UPDATE 2.4.14 � ,�� "� .• 1 � - \ DRAWING UPDATE 6.3.14 ✓ o Q 2 TILE PHOTO � �� ; � ° ; � NEW MASTER � �,z��_��-o�� - � --_- - ��,� � � , I N T E R I O R � ��{ >. �: . 100 ' ' � � � ELEVATIONS =� � � - - � 2 MASTER BATH ENLARGED PLAN 1/2°=1�-0�� 5'-6" J__1_ l i 6�_z8�� / \ STONE TBD WALL i i i i i I � I I I I I I � � I I I I � � NATURAL IRON SHELVES � o 4 I I I I I �� EXISTING i i i i a STORAGE � � � � li DI�AWE�I WINE � v - - � - - ~ � � � � 117 I� I� I� I� i �� ,� N �\ II `' ° 0 } ii I I STONE TBD WALL � / � II � � / �I � II I— — �-I- ; T -- �'_ r� I I ! I � o �' V �I I /��I � � � I I i I � °° � `° � / ��I c.� °o I I i I \ �' / � Q I I i I \ II � -+- o I I � I A � � II / I�I � � � � �� II / I � v I I I I � � ' � I I I I � � � II � II Q 1 I I I I � � �� p � I a� ' � � — � -_ "' � � , � � II � II Q 117 � �_ .. _ ._i_ _. L _ � � i II � � � \ �` � , i II I � z 42'-2 " � � �� EXISTI G .s.� � J � I _� � � � CABINET DRAWERS CABINET LIEBHERR � � � I wsi�soo WET BAR-INTERIOR ELEVATIONS � o I PANEL 5 1/2"=1'-0" ,Q _ .., — � - - - - - - —I 1S_se„ � � O I � ° ,� � � � I o I r= 3�-2�� GALVANIZED 2x5x8" STEEL AN II w -I � � SHELF; BOLT SHORT LEG TO V1� � i I °�- ° 3,Z„ REF 4/A500 SHE F I I �� . _. � - �� TV PIETRA STONE IN 23 Z"x15 2"P CP. _ �� . SIZES o � ti I 4'-s" '�.� � o NOT VALID FOR BUILDING PERMIT - _r � °' i WITHOUT ARCHITECT'S WET STAMP 3 WET BAR ENLARGED PLAN ' ' _— — — — — �7 � TOWN AND COUNTRY I � � 1/2"=1'-0" - _ - - I� WS38 GAS FIREPLACE �� - � _ �, II II �'� � � �. �°� , _ � . � y I� � � NATURAL IRON HEARTH � � . � v-%"" NEW M. $AITH . � = LENGTH AND SHAPE TBD � ; � 104 ' ' � � - - - - - - � � � � � � � ��, �� CP. . _ ,: .�� -° - , , _,-,. , , ` .. , � N � � �� . �� , -:: y, . 42'-28�� 4, T.O. SLAB @ . � / COPYRIGHT 2013 � � � $ ;� MASTER SUITE 1 � � � � TILE �� 1 4 TILE PHOTO � 104� ',�� , �;� � �� ,/ \ ' 100 1�2�,= 1�-0„ � � ° S CP. � �,; _. ,= 3 � \ 0 , �� o � ,: _ . \ Z %/ - � \ � 0 � � '� < \ � , � ; � � p = o - " , °/, NEW MASTER \ �� 0 Q � , �, - , , ,,— �c�o � Q °— � �,—= ; � � � o � GAS 1 = � \ 104 � ° �^ o � : 1 ,�� _ F/P - � � , ,\ , o ;, m Q �..-- � � / �� o � / ``�� - ' \ � o°o .\ _ � ��'"�, �� o 0 \ � � ~ -�' � i � ;�, � � oC � 4 �� \ \ 42'-23" ,� � � .O.SLAB @ 3 � MASTER SUITE �� - - - - � ��O PROJECT: RUTH DRAWN BY: DM \ 2 � DATE: 6.03.14 ,;.'� , - ,- i � ;� � // � REVISIONS: ,� � � - . � W I \� \ / BPS - CHANGES TO ( WI __ �i %,��, � � APPROVED PLANS 09.11.13 � . . � " � BPS - CHANGES TO � � , ��IV E W � �, - ' �/I�QOW 2 APPROVED PLANS 10.24.13 \ j� . �,� � � MASTER BATH , . � � � EXTENSION 11.21.13 ,' �3 SITE REVISIONS 11.26.13 W 2 `� U PDATE 12.12.13 �u� � � UPDATED PRICING 1.2.14 DRAWING UPDATE 2.4.14 DRAWING UPDATE 6.3.14 i 42�-23i� � � I N T E R I O R T.O. SLAB @ 1 2 MASTER SUITE E L E VAT I O N S �� NEW MASTER - INTERIOR ELEVATIONS NEW MASTER ENLARGED PLAN 1 1/2"= 1'-0" 2 1�2„=1�-0„ DESIGN CRITERIA: RUTH RESIDENCE JOB �: 1306-08 6. Horizontal shear ------------------------- 285 psi possible structure. These drawings have been prepared for the use of a qualified contractor 7. Connection of multiple-member beams: experienced in the construction techniques and systems depicted. Roof Live Load (Snow) -------------------------------- 80 psf A. Top-loaded beams i. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, P � p 9, y 9 Y g ABBREVIATION LIST ""� Roof Dead Load ------------------------------------ 15 sf i For members 12" dee or less, nail each member to the next with 2 rows of framin foundation and an thin else that ma affect the work shown on the drawin s. ^` "�� f�;,� �o-.a�t,�� : ... ' Under innin shorin and bracin of existin structures shall be the res onsibilit of the �"�9P°°°p Floor Live Load ------------------------------------- 40 psf 16d nails at 12' o.c. P� 9� 9 9 9 P Y .-`�:.'� ��,�f� f��' �� Floor Dead Load ------------------------------------ 35/60 psf ii) For members greater than 12" deep, nail each member to the next with 3 contractor. �;��.�o�.�`�` ��, Deck Live Load ------------------------------------- 100 psf rows of 16d nails at 12" o.c. A.B. ANCHOR BOLT LAM. LAMINATED ``�'��" � � �# Deck Dead Load ------------------------------------ 15 psf B. Side-loaded beams A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL �� c �� Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) i) For two or three member beams, nail each member to the next with 3 rows 2012 IBC FASTENING SCHEDULE* A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL �; �°ooe ' O��B`" Seismic Design Category ------------------------------- EXEMPT of 16d nails at 12" o.c. * ADJ. ADJUSTABLE LONGIT. LONGITUDINAL ��:��° °��m�"��'` IBC IRC Edition 2012 .. „ THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE �'�s�� ------------------------------------ ii) For four member beams, bolt through with 2 rows of 1/2 diameter bolts at ANCH. ANCHOR LTWT. LIGHTWEIGHT �2 °•�• CONNECTION FASTENING°� b APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER �� SPECIAL INSPECTIONS: iii) For members consisting of more than four members, contact structural ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL en ineer. BD. BOARD MAX. MAXIMUM a. S ecial Ins ections shall be rovided accordin to Section 1704.1 and the statement of s ecial g �. �o�st to si�� or girder 3 - 8d common toenai� 06/04/2014 p p p g p All lumber used in construction shall have a maximum moisture content of 19%. BLDG. BUILDING MECH. MECHANICAL ins ections as re uired b the Town of Vail. 3 - 3" x 0.131" nai� P q Y P� BLKG. BLOCKING MAT L MATERIAL b. Continuous Ins ection shall be erformed for field weldin exce t sin le- ass fillet welds less q• Unless made of treated or naturally decay-resistant wood, all deck beams and joists (including 3 - 3" 14 gage staple P P 9 � P 9 P i BM. BEAM MANUF. MANUFACTURER 5 glue-lams) wider than 1 �Z shall be sealed and flashed at the top surface per (7rChlteCt. 2. Bridging to )o�st 2 - sd common toenail each end � than /6"), and anchor bolts where indicated on the foundation plan. 2 - 3" x o.�3i" nai� BOT. BOTTOM MIN. MINIMUM c � c. Periodic ins ection of steel construction elements shall include material verification in r. Drive pins specified on plan shall be powder actuated fasteners by Ramset, Powers, Hilti, or � � � P 2 - 3" 14 gage staple B.O.W. BOTTOM OF WALL (N� NEW � � � approved equivalent. Fastener and load size shall be determined according to manufacturers - accordance with these drawings, manufacturer s certificate of compliance, snug-tight bolted g 6. Sole �ote to o�st or blockin U � � � , , „ , recommendations for materials bein attached. P i ' e 16d at �s" o.c. typica� face nai� BRG. BEARING NOM. NOMINAL �oints, Y4 and smaller welds, reinforcing steel, epoxy anchors, and anchors installed in 3" x 0.131" r,a�i at s" o.o. CANT. CANTILEVER N.W. NORMAL WEIGHT • -� � s. Framing Notes: 3" 14 a e sta le at 12" o.c. C.J. CONTROL JOINT O.C. ON CENTER m hardened concrete. 9 9 P 1. Exterior walls: Z � .-. d. The structural engineer does not provide special inspections. Periodic observations of » > �� CMU CONCRETE MASONRY UNIT OPNG. OPENING ^o A. All exterior walls are 2x6 studs � 16 o.c. to a maximum height of 12 -6 , 2x6 Sole plate to joist or blocking at braced � o � construction b the structural en ineer are not to be considered s ecial ins ections. „ � » „ 3 - 16d per �6" braced wall panels CEM. CEMENT OSB ORIENTED STRAND BOARD � rn y g p p studs Ca? 12 o.c. to a maximum hei ht of 14 -6 and 2 -2x6 studs � 16 to C7 wall panel � � �,v 9 � � � (4)-3" x 0.131" nail per 16" CLG. CEILING fj? PLATE � FOUNDATION DESIGN: maximum height of 17'-4" unless otherwise noted. Walls taller than 17'-4" shall (4)-3" 14 gage staple per is" � CENTERLINE PLYWD. PLYWOOD z �' X be framed with manufactured laminated studs. Contact engineer for spacing 7. Top p�ate to stud 2 - 16d common end nail CLR. CLEARANCE PKT. POCKET Q •� � � a. Desi n of individual and continuous footin s is based on an assumed maximum allowable requirements, if not indicated on plan. Cap with a double top plate installed to 3 - 3" x o.i3i" na�� 9 9 COL. COLUMN R.O. ROUGH OPENING � bearin ressure of 2,000 sf dead load lus full live load provide overlapping at corners and at intersections with other partitions. If overlap 3 - 3" 14 gage staple J � g p p ( p )• CONC. CONCRETE RAD. RADIUS � � is not possible, strap top plates with metal strap ties (Simpson ST292 or s. st�d to sole plate 4 - 8d common toenail b. Foundation and retaining walls have been designed using an assumed lateral pressure of 55 CONN. CONNECTION REF. REFERENCE (� •- e uivalent 4 - 3" x 0.131" nail � pcf. q �' 3 - 3" 14 gage staple CONT. CONTINUOUS REINF. REINFORCE�REINFORCEMENT z � c. Footin s shall be laced on the natural undisturbed soil, or com acted structural fill er the B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall > O � 9 p p p CONST. CONSTRUCTION REQ D REQUIRED � recommendations of the eotechnical en ineer, below frost de th. trusses unless approved by engineer. U N �n g g p 2 - 16d common end nail C.P. CRIPPLE POST RET. RETAINING - � � d. Provide continuous foundation drains around the erimeter of all basement walls and at the C. Floor or roof framing members must be aligned to bear within 5 inches of the � � P 3 - 3" x 0.131" nail C.W. CRIPPLE WALL REV. REVISION � L � � base of retainin walls. Contact eotechnical en ineer for details. studs beneath. 3 - 3" �4 a e sta �e � 9 9 9 9 9 P DBL. DOUBLE R.S. ROUGH SAWN X e. A representative of the geotechnical engineer shall verify soils conditions and types during D. Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 32/16, exposure 1, g. Double studs 16d at 24" o.c. face nail DET. DETAIL SCHED. SCHEDULE � c�j m � excavation. Because geotechnical information was not available at the time of preparation of at exterior face of exterior walls. Block all horizontal joints and nail panels with 8d 3" X o.�3�" r,a�i at s" o.o. DIAG. DIAGONAL SECT. SECTION � the construction documents, we have used assumed values based on similar sites in the area. nails spaced at 6" along panel edges and at 12" along intermediate supports. 3" 14 gage staple at s" o.c. DWL. DOWEL SHT. SHEET � � � � Construction of the foundation may not proceed without verifying these values. Report any E. Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer 10. Double top plates 16d at �s" o.c. typica� face nai� DWG. DRAWING SIM. SIMILAR discrepancies from design assumptions to structural engineer for re-evaluation of foundation and one 2x6 king stud each end, unless otherwise indicated. 3" x 0.131" r,o�i at �2" o.o. EA. EACH S.I.P. STRUCTURAL INSULATED PANEL design. F. At beam bearin locations in stud walls rovide multi le-stud osts e ual to width 3" 14 gage staple at 12" o.c. 9 � P P P q E.J. EXPANSION JOINT SPEC. SPECIFICATION f. Backfill around and above structural buttresses and retaining walls shall be compaction-tested of bearing member unless noted otherwise. ELEV. ELEVATION SQ. SQUARE per the recommendations of the geotechnical engineer. 2. Interior Load Bearing Walls: Double top plates 8 - 16d common �ap splice ENG. ENGINEER STD. STANDARD g. Do not backfill against retaining walls until supporting elements (such as floor framing) are in A. Interior load bearin walls are 2x4 or 2x6 studs as indicated on lan C�? 16" o.c. �2 - 3" x o.�3�" nai� g � p � 12 - 3" 14 gage staple typical face nail EQUIP. EQUIPMENT STL. STEEL place and securely anchored, or adequate shoring is installed. Concurrent backfilling of each with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double EQUIV. EQUIVALENT STRUCT. STRUCTURAL side of a free-standing retaining wall to final grades as indicated on plan or section is to late installed to rovide overla in at corners and at intersections with other 11. Blocking between joist or rafters 3 - 8d common toenail EXSTG. EXISTING T&B TOP & BOTTOM re uired unless tem orar shorin is installed. P P P PP g to top plate 3 - 3" x o.131" nail q P Y 9 partitions. If overlap is not possible, strap top plates with metal strap ties 3 - 3" 14 gage stap�e (E) EXISTING T8cG TONGUE 8c GROOVE h. Verify type of fill with soils engineer and structural engineer prior to backfilling. (Simpson ST292 or equivalent). EXP. EXPANSION T.O. TOP OF 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail REINFORCED CONCRETE: B. Floor or roof framing members must be aligned to bear within 5 inches of the 3" x 0.131" nai� at s" o.c. EXT. EXTERIOR T.O.C. TOP OF CONCRETE studs beneath. 3" 14 gage staple at s" o.c. F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING „ „ C. Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer 13. Top plates, �aps and intersections 2 - 16d common face na�� FDTN. FOUNDATION T.O.L. TOP OF LEDGE a. Concrete design is based on the Building Code Requirements for Reinforced Concrete (ACI and one 2x4 or 2x6 king stud each end, unless noted otherwise. 3 - 3" x 0.131" nail FLR. FLOOR T.O.M. TOP OF MASONRY 318) as adopted by Chapter 19 of the 2012 IBC. D. At beam bearin locations in stud walls rovide multi le-stud osts e ual to width 3 - 3" 14 gage staple b. Structural concrete shall have a minimum 28-da com ressive stren th of 3000 si. g ' P P P q FRMG. FRAMING T.O.W. TOP OF WALL � Y P 9 P of bearing member unless noted Oth2rWIS2. 14. Continuous header, two pieces isd common �s" o.c. along edge FTG. FOOTING THRU THROUGH c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures containing 3. Floor COnStI"UCtIOn: 16. Continuous header to St�d 4 - 8d common toenai� GA. GAUGE TRANSV. TRANSVERSE chloride salts shall not be used. A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, 3 - 8d common toenaii GALV. GALVANIZED TRTD. TREATED � � d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual of 19. Rafter to plate exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" along 3 - 3" x 0.131" nai� GEN. GENERAL TS TUBE STEEL COLUMN Concrete Practice. „ (See Section 2308.10.1, Table 2308.10.1) 3 - 3" 14 a e sta le � e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. panel edges and at 12 along intermediate supports. Install sheathing with long 9 g P G.L. GLUE-LAM TYP. TYPICAL � f. Ex ansion bolts and e ox anchors shall be located at a minimum of 6 bolt diameters from dimension perpendicular to joists and end joints staggered. 23. Bui�t-up corner studs �sd common 24" o.c. GYP. GYPSUM/GYPCRETE U.N.O. UNLESS NOTED OTHERWISE P P y B. Provide solid blocking between floor joists at all bearing locations. Blocking material 3" x o.�3i" r,a�� s" o.c. HDR. HEADER VERT. VERTICAL concrete edge and spaced at a minimum of 10 bolt diameters unless noted otherwise. 3" 14 gage staple �s" o.c. . ' 4. Roof Conlst u�ct on.the floor joist material. J HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD � � g. Anchor bolts for wood sill plates shall be placed at 4 -0 maximum spacing with one anchor 2s. �o�st to band o�st 3 - 16d common face nai� HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE bolt at 12" from each end or corner and a minimum of two anchor bolts per piece. �� 5 - 3" x 0.131" r,a�i � � A. Provide 5/8 thick APA plywood sheathing rated 40/20, exposure 1. Install HT. HEIGHT W.P. WATERPROOF � h. Concrete floor slabs on grade and on metal decking or plywood supported by framing shall sheathing with long dimension perpendicular to rafters or trusses and end joints 5 - 3" 14 gage staple INT. INTERIOR W.W.F. WELDED WIRE FABRIC have sawn or tooled control joints at a maximum spacing of 10 -0 in each direction. Locate staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along NoTES: INV. INVERTED WD. WOOD � control joints along column grid lines where possible and provide slab isolation joints around columns. intermediate suPPorts. For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. JST. JOIST W� WITH � � B. Plywood sheathing shall be applied continuously over the primary roof inembers K KING STUD W/0 WITHOUT I. ConCrete Coverage for relnforCing steel: a. Common or box nails are permitted to be used except where otherwise stated. I° 1 � „ (rafters or trusses) below overframed areas to provide adequate lateral Stability. b. Staples shall have a minimum crown width of 7/16 inch. �� 1. Concrete cast against and permanently exposed to earth: 3 C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. � � 2. Concrete exposed to earth or weather: A. #5 bar and smaller 1 1/2" See nailing schedule. � B. #6 through #18 bar 2°° D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing � � � locations. Blocking material shall match rafter, truss chord, or lookout material. ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A REINFORCING STEEL: 5. Wind Bracing: SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED � l A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. � �1 are indicated as shear walls on plan have been designed to resist wind forces in � a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI accordance with Table 2306.7 of the 2012 IBC. CONNECTION SCHEDULE TOP FACE JOIST � � Manual of Concrete Practice. � °� b. Exce t where otherwise noted on the drawin s, reinforcin bars shall conform to ASTM B• At shear walls, screw 1/2' gypsum wallboard to all studs and to top and bottom _ � P g g plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. � SIMPSON H5 (4)-8d (4)-8d � � . � Specification A615 and shall be grade 60 except ties, field bent bars where permitted by note C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by g on plan, or bars to be welded, which shall be grade 40. 0 SIMPSON LSSU210 - (10)-10d (7)-10dx1Y2 � c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless engineer. _ � specifically approved by engineer. 0 SIMPSON LSSU210-2 (14)-16d (12)-10dx1Y2 � d. At corners, make horizontal bars continuous or provide corner bars. Around openings and 0 SIMPSON ITS2.37/11.88 (4)-10d (2)-10d - � steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. STRUCTURAL STEEL: _ e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically located E� SIMPSON WP1411.88 (2)-16d (2)-10dx1y2 on plan or details, coordinate cold joint locations with engineer. Q• Structural steel shall be detailed, fabricated and erected in accordance with the most current � NOT USED - - - � � editions of AISC Specifications and Code of Standard Practice. � f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and � SIMPSON MIT3511.88 (4)-10dx1.5 (2)-10dx1.5 (2)-10dx1.5 - minimum of one full mesh plus two inches. Laps shall be wired together. angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade B. � � g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and � SIMPSON LUS28 - (6)-10d (4)-10d adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter � NOT USED - - - � be according to the manufacturer's specifications. unless noted otherwise. h. Metric bar size conversion table: d. Typical framed beam connections shall consist of pairs of 1/4" angles using the maximum 0 NOT USED - - - METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 number of bolts called for in Table 10-2 of the AISC Manual (Thirteenth Edition). K 22 16d 10 10d INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 „ „ >, » „ „ O SIMPSON HU210-2 (SKEWED WHERE APPLICABLE) � )- � )- e. Expansion bolts shall be wedge type Hilti or Rawl or Simpson , or approved equivalent with STRUCTURAL WOOD FRAMING: the following minimum embedments: 0 SIMPSON HHUS48 (SKEWED) - (22)-16d (8)-16d 1. 1/2" diameter ---- 2 1/2" �M SIMPSON LSSU410 - (18)-16d (12)-10dx1Y2 a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch 2• 5/8" diameter ---- 3" #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas 3. 3/4" diameter ---- 4" 0 SIMPSON HUCQ612-SDS - (14)-SDSY4x2Y2 (6)-SDSY4x2Y2 Fir-Larch #2. f. All welding shall be done by an AWS qualified welder. Welds not specifically indicated shall be � JL4x4xy4x0'-5Y2 w/ (2)-3/4"� THRU-BOLTS EA. LEG OR WELD b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. 3/s�� fillet welds across the full length of the joint. _ c. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs g. Delay painting within 3" of field welds until welds are completed. �P SIMPSON IUS2.37/11.88 - (10)-10dx1Y2 per plan and shall be nailed together with 2 rows of 16d nails C�? 6" on center along each h. Where corrosive soil conditions exist, steel angles that are used to support exterior stone OQ SIMPSON (2)-LS30 - (6)-10dx1Y2 Ea. - designed by JMO/MTN stud. veneer shall be galvanized and shall be attached to the foundation with galvanized or stainless 12 16d JMO CLR MTN steel ex ansion anchors. �R SIMPSON HU1.81/5 - ( )- (4)-10dx1y2 drawn b � � d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of P y i. All rout beneath column base lates and steel beams at bearin shall be non-shrink, I-JOIST OR LVL 16d nails spaced at 12 on center, or with two rows of 1/2 diameter thru-bolts spaced at 9 P 9 �S SIMPSON LUS210 - (8)-10d (4)-10d HEADER TO MATCH checked b TDH 24" on center. non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. DEPTH OF FLOOR y e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates placed �T SIMPSON U610R - (14)-16d (6)-16d L J � J JOISTS ISSU2d directl on concrete walls or slabs shall be ressure-treated Hem Fir 2. GENERAL REQUIREMENTS: _ � � Y p # �U SIMPSON LUS26 (4)-10d (4)-10d X f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, Q Structural erection and bracin The structural drawin s illustrate the com leted structure a PERMIT 7/10/13 shall have a continuous waterproof inembrane between the concrete and the wood. g� 9 P OV SIMPSON LUS26-2 - (4)-16d (4)-16d � N � g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated with all elements in their final positions, properly supported and braced. The contractor, in � � � � � � the proper sequence, shall provide shoring and bracing as may be required during construction � REVISED 10/03/13 2x6 bearing block. Provide �' clearance around end of wood beam. Block against sides of � J J to achieve the final completed structure. Contact structural engineer for consultation (not in - m m beam pocket with treated 2x blocking to provide lateral support for beam. o L J o PROGRESS � ��8 13 h. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column contract) as required. above shall be provided within floor joist spaces and in wall spaces below. Door or window b. Shop drawings: Submit shop and erection drawings for structural steel, miscellaneous steel, � � � , REVISED 10/23/13 trimmers consisting of a single stud do not require special blocking in the joist space. steel joists and girders, steel deck, masonry reinforcing steel, wood trusses, manufactured i. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening wood joists and glue-lam beams to engineer for review prior to fabrication. This review is for REVISED 01 /10/14 general compliance with the intent of the structural design. The architect and/or contractor Schedule" on the drawings (2012 IBC Table 2304.9.1). REVISED 01 /15/14 are responsible for checking quantities, dimensions and coordination with other trades. j. Bolts used for wood framing connections shall be installed with standard washers and nuts. g g p 2 TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4" = 1 '-0" REVISED 01 /30/14 k. Unless noted otherwise, steel connectors such as those manufactured by the Simpson c. Dimensions: Check all dimensions a ainst architectural drawin s rior to construction. Do not scale drawings. Company shall be used to join rafters, joists or beams to other beams at flush-framed P P q S1 REVISED �2 06/14 conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type d. Construction ractices: General contractor is res onsible for means, methods, techni ues, sequences and procedures for construction of this project. Notify structural engineer of U or Type HU hangers of a size specifically designed for the member supported, as shown in amissions or conflicts between the working drawings and existing conditions. Coordinate SEE FRAMING PLANS REVISED �6 �4 14 the manufacturer s published tables. Contact structural engineer for details as required. FOR HEADER SIZE I. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be requirements for mechanical/electrical/plumbing penetrations through structural elements with ripped to match the width of the wall or beam flange. Nailer plates supporting top flange structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods sheet han ers from one side onl shall be installed flush with the face of wall or beam flan e at used for construction shall be in accordance with the latest editions of the IBC/IRC. g y g e. Details not s ecificall shown on the drawin s shall be constructed in a manner similar to the PROVIDE A MINIMUM the hanger locations. p y g OF ONE KING STUD, m. Manufactured joists shall be from an approved manufacturer and shall be equivalent in load details that are shown for like conditions. These items shall be brought to the attention of OR AS SPECIFIED ON carrying capacity and deflection criteria to BCI 6000 series joists in the depths and spacings the structural engineer as soon as possible for approval. Approval shall be obtained prior to PLAN indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as required installation. by the manufacturer. OSB rims shall be APA Performance Rated Rim Board material. f. All waterproofing and flashing is the responsibility of the architect and contractor. � POSTS SPECIFIED ON PLAN n. Laminated veneer lumber (LVL) shall have the following minimum properties: g. It is the responsibility of the contractor to contact the structural engineer at the appropriate INDICATE TRIMMERS ONLY AND 1. Flexural stress --------------------------- 2600 psi time to perform site observation visits. Observation visits to the jobsite by the engineer are DO NOT INCLUDE KING STUDS 2. Modulus of elasticity ----------------------- 1,900,000 psi for determination of general conformance with the construction documents and shall not be 3. Tension parallel to grain --------------------- 1850 psi construed as inspection. 4. Compression parallel to grain ----------------- 2310 psi h. Though every effort is made to provide a complete and clear set of construction documents, � TYPICAL WINDOW/DOOR HEADER SCALE: 3/4" = 1 '-0" 5. Compression perpendicular to grain (parallel to glue line) 750 psi discrepancies or omissions may occur. Release of these drawings anticipates cooperation and S1 continued communication between the contractor, architect and engineer to provide the best JOB #1306-08 .�-�ai:: �'�}, '5;.�?��'�..;.. d ,;'��gF��f�@�+�� * PROVIDE CONC. CURB AS NECESSARY TO ,�'��Q��n �� MAINTAIN FRAMING 8 ABOVE GRADE � �, �y� �� oo �� `� 0 ��m��s��: SPREAD FOOTING SCHEDULE `��'� 18'-6" TYPE SIZE REINFORCING A 2'-0 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA. WAY 06/04/2014 � B 3'-6 x 3'-6 x 1'-0 (4)-#5's x 3'-0 EA. WAY 1 � S2 0 18'-0" (VERIFY) � � � _ � — — — — — — — — — — — N o� � U � � � � I-JOIST BLKG. PANELS � _ � z � �o 2x6 STUDS � 16" O.C. \I 24" IN FIRST JOIST SPACE I � � o � W/ Y 2" P L Y W D. O R O S B j� � W/ (5)-8d NAILS INTO EA. , , , ,— - - - - - — 2 � I � � ° °%" SHEATHING �-= PANEL, TYP. 1 -0' 1 -0' - � � � 2x6 STUD BRG. I � � ° S2 =� I I Z � z Q � WALL Y2"�x10" A.B.'s � 48" O.C.�I- 1Y2,> LTWT. CONC., TYP. 2 I - � I I Q •� � � IN CONT. TREATED 2x6 h' ,___ _,_,, � 52,_83/$ S2 T.O.W. = 52'-6Y$* � I I � � 52'-6Y8 � � - � T.O.F. = 41'-93/s 1'-0" 1'-0" � I I � •- � CONT. TREATED �' J, I l ,�� T.O. PLYWD. "ao GLUE TO CONCRETE T.O.W. � �� I I `� I I Z �' CONC. SLAB PER PLAN � � y � _ p � SEE PLAN //� � il '� ,�0'2�2 � I I I U _ � � � � � � a � �� - i,�::�i!i 'I � „ � „ T.O.W. = 52'-6Ys* � � p � � a a � � T.O. SLAB STONE VENEER ��;�� ,�� 6��2 � T.O.F. = 41'-93/$ ' `� � � 00 PER ARCH. ��; - �� 9 I � � � � X p � � i �g��y� e e ��°��;�'�� \�% � � 5' 113�4.. 3'-8yg" �10�g" /Y � � c� °�i�%, i�; , ��'�'��' ° „ � DWL. N CONC. WALLS TO E ��1� L m J � �<`�;��% ° � a ;��'�� CONT. L PER SCHEDULE� � � I-JOISTS PER PLAN g ,�o A —i_ I W 5 DWLS. x 24" DRIVEN� INTO � � � n � > `i`,:; ° "�� SEE SHEET S2 � �. `� � � � - � # (2)-#5's CONT. `�� CONT. TREATED 2x12 � I - I � 5/s"�x4" HOLES C� 12" O.C., TYP. HORIZ. TOP & BOT � LEDGER W/ (2)-16d = / \ =� I� J— —}-� I � EQ. EQ. � „ ;; DRIVE PINS � 16' O.C. J � B I I �,_Q, � � M 4 4 / / '� / / i �„ 1'-6" / A � I I OPTION 2 T.O.W. = 52'-2Y4 � � � � � � � � � 0 #5's VERT. C�? 16" O.C. � / � T.O.F. = 41'-93/8 I I I 2x6 STUD BRG. \ � o, 3 � J I I � o \ �— — -� / WALL \ 1 S2 I I � � �� T.O.W. = 53'-3�/$ I I / CONT. TREATED �' �0" T.O.F. = 41'-93/$ I I �o (E) 3'x3'x0'-10 w� CONC. SLAB PER PLAN � GLUE TO CONCRETE _ „ „ I I I (3)-�5 EA. WAY � ' — #5's CONT. HORIZ. � 16" O.C. 5 CONCRETE SLAB ON 4 CLEAN I I � SEE PLAN � \ GRAVEL BASE ON UNDISTURBED GRADE � ` ` - T.O. SLAB \ OR COMPACTED STRUCTURAL FILL PER I I � e� `' � e�° - � o SOILS ENGINEER. REINFORCE SLAB I � ��a��,o - o 0 0� � #5 DWLS x I � � �� WITH 6x6-W1.4xW1.4 WELDED WIRE � � 0�� ' 3 � � �p /� 42 -2/$ � � ��A�m� � �� " � FABRIC THROUGHOUT. PROVIDE 1Y4 T.O. (E) SLAB � � OY�ao42f��° a 0 �'��1'30 lJ �2 �.C. � � J J n � � �iA V �A ' _ �/��/�i � � '�'' �� ` ^ � �` �� TOOLED CONTROL JOINTS AT 10'-0" � a��o� r 1 -2 � �,, o� / ��'�� -� � MAXIMUM SPACING EACH WAY. I I � � �!� � � (2)-#5 s CONT. �; EQ EQ '%�" � (2)-#5 s CONT. HORIZ. �': � / � / I I � HORIZ. TOP & BOT � TOP & BOT. � Y2" EXP. MAT'L. TYP. / �� I I � � OPTION 1 / � � � 0 1'-6" #5's TRANSVERSE � 16" - � 5" CONC. SLAB PER PLAN ��/ � I I � ,, � � STE O.C. �� 42'-23/s T.O.F.�� / /� � / 5 � � � � 5 SCALE: 3/4�� = 1'-0" 4�'-93/s N � ° ° T.O. SLAB � � S2 I I � � S2 T.O.F. �� g��o / � � �+ 3 I I � � � � , o�� a °a ° e�`��aa�o �, ;� 42 -2/ I I � � � � 2 -0 ° �� , °�'��'%�'%�� p_ T.0. SLAB O� ' (5)-#5 s CONT. LONGIT. I I #4 DWLS x � -� � ` � � ,,, ° ��;'��°'° � � � (MATCH EXSTG.) I � � � � 24" 0.C. N� a � -�� %�% Q � I I � � � � � � DWL. (N) CONC. WALLS TO (E) I I PERIMETER DRAIN \ I PATIO PER ARCH. CONC. SLAB PER PLAN _ � � L � W/ #5 DWLS. x 24" DRIVEN INTO � � � �, PER SOILS ENGINEER J T.O.W. = 46 -0 � I � 1'-0" 8" 1'-0" � c� /� � � 5/$"�x4" HOLES � 12" O.C., TYP. � T.O.F. = 38 -6 T.O.W. = 42'-2/8 � I I � I � � 3 � � � � ,� SEE PLAN � 2�-8�� T.O.W. = 42'-23/ T.O.F. = 38'-6 �\ I I I $ � � � • � ��- ° � T.O.F. = 38'-6 � �� J I T.O. SLAB --- - -- --- -- J 2 SCALE: 3/4" = 1'-0" 8 � �_ � �„ T.O.W. = 41'-63/8 � � � � � ��oo� � S2 � O SEE PLAN �ao � �a��eoo s��d_-�- - w�,��'�`�?o�� \ T.O.F. - 38 -6 � �� °o"o�'��v�� p _ �� c9 ,+ � �� T.O.W. , �� 5 �� ,, ° ��/% / %%% s, % �� g / � � �� i� (1)-#4 CONT. HORIZ. :�\�\ �,: �, � � / � � � � � O , � _ o �- - � � � � � 4 , — (1)-#5 CONT. HORIZ. Q MID-HT. 2x6 STUDS C�? 16" O.C. W/ Y2"� �I S2 PLYWD. OR OSB SHEATHING � � � I '� _- - / ~ � 1Y" LTWT. CONC., TYP. „� z Y2"�x10" A.B.'s � 48" O.C. IN � / � 4" 4� #5 DWLS x � CONT. TREATED RIPPED h' TO � � , � MATCH FDTN. WALL '_----! x � � " Q 48" O.C. � i ; 52 -83/s „ ��1�2 " 6„ � 52'-6Ys � -__ _= T.O. PLYWD. � 2��" 2 � T.O.W. \ - � (2)-#5's CONT. �� ° D� TYP. SEE PLAN HORIZ. TOP & BOT. � STONE VENEER �-�-��I �� , 3 �' c��4—, � ��\��\��`— —� e i e i � / T.O.F. PER ARCH. 3 � �i 2 �� 'Z / � °��;Oa � � ��' ��4 4 5 i J M 0 M TN °4��e � ��=;,� 11�/$" I-JOISTS PER PLAN g �g designed by � � CONT. L PER SCHEDULE ' #5's VERT. C� 16" O.C. 3 " 1� drawn b JMO/CLR/MTN PERI SOILS E�NGIINEER 5�� 8�� 5" S E E S H E E T S 2 � 3'�� /� y TDH checked by 1'-6" ! issued 4 SCALE: 3/4" _ �'–o" � PERMIT 7/10/13 S2 #5 DWLS X � �— #5'S CONT. HORIZ. � 16" o.c. NORTH REVISED 10/03/13 , i � �2' o.c. � � �O U N D A TI O N P LA N SCALE: 1 4" = 1 '-0" PROGRESS 10/08/13 � –2 -" REVISED 10/23/13 MULTIPLE 2x6 COLUMN- ' STONE VENEER ANGLE SUPPORT PLAN NOTES REF. PLAN (2)-#5's CONT. HORIZ.�. � f�E�/�SE� 01 /10/14 TOP & BOT. \ �� Y2" EXP. MAT'L. TYP. HEIGHT OF ANGLE EXPANSION � � 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: 16d DRIVE PINS � 16" �� , � , VENEER SIZE ANCHORS � � T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING REVISED O� �� J�� 4 O.C. IN CONT. TREATED #5's TRANSVERSE � 16" \ � 5 CONC. SLAB PER PLAN 2x6 h' (IF HEATED SLAB O.C. � ` % 42�_23�8 UP TO 8' 4x4xY4 5/a"� x 4" � 24" _ 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING REVISED 01 /30/14 � GLUE �j' TO CONCRETE) - � - T.O. SLAB 8' TO 14' 4x4xY4 5/s"� x 4" � 16" CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. REVISED O2 06/14 ; ;- SEE PLAN 41�_g3j$ Q p `V � ° / ^ � 5 3/4"� x 4" � 24" 4" I 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � REVISED �6 �4 14 � , � � v T.O. SLAB T.O.F. o�� '� �� aax�a�p 14 TO 20' 4x4x/6 , ��` ' � O „ �o � e e ��°��'oaoo 3/4"� x 4" � 16" '`\ 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION o � , � � �, � o �� ° ��%� 20' TO 26' 4x4x5/ o�o°_�� oa° � �� ` ` 5)-#5's CONT. LONGIT. 16 N � 0��08�� ,�o . - � _ . �,,,° ' WALLS UNLESS NOTED OTHERWISE. sheet `i��j//�/�� >��" 0 , <, �, ��: ��,��" i.ii ii ii, � _- � �, . NOTES: �,�� e ��. �� » » � �. _ _ 1. THIS SCHEDULE IS FOR NON-BATTERED STONE 5. CONCRETE FOUNDATION WALLS ARE 8 THICK AND CONTINUOUS FOOTINGS ARE 8 ��- `%i� PERIMETER DRAIN PER � VENEER WITH A MAXIMUM THICKNESS OF 6". THICK x 18" WIDE UNLESS NOTED OTHERWISE. REF. SPREAD ° SOILS ENGINEER 1'-0" 8" 1'-0" � � CONTACT ENGINEER FOR OTHER CONDITIONS. FOOTING SCHED. � 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM 6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT ° FOR REINF. EQ• EQ• � 2�_8» ENDS OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. AND CONTRACTOR. SCHED. WIDTH `� 3. ANGLES MUST BE ORIENTED AS SHOWN. 7. POSTS FROM ABOVE ARE INDICATED: � 3 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-0" STEEL COLUMNS FROM ABOVE ARE INDICATED: ❑❑ S2 S2 8. DO NOT SCALE DRAWINGS. JOB #1306-08 .�-�ai:: �}, '5;.�?��'�..;.. y,. '� d .\ A'�i qgD94��, ./��1 ;-'y��'��a�„�'��4� ��,qo�� ,("�'c�o'�S� "F3'� �.. ��C.h{Fe., e y � 1� � � � � � m� ¢ ��. � oo �� 1 �`� 0 ��m��: S2 ��Q��°� � I I 06/04/2014 O O O TYP. i �� TRTD. PLYWD. � 2 ~ cn 2 I I I I �, `� `� 4" NOM. CONC. REINF. W/ 6x6 W1.4xW1.4 p � S2 I II � °' � WWF ON WATERPROOF MEMBRANE PER ARCH. S2 � � 5 '-8 V I.F. I II U -� � � ON 1Ys" T&G STURDIFLOOR C�? GARAGE J °� T. . P YWD TRTD. 2x12 LEDGER w/ I I I Z °' 52'-9/8 V.I.F. _ � � o BL. JOIST ° 5/8"�x6" EXP. ANCH.'s � I II , � o ° T.O. SLAB ,; , i _ 5 � � � �� 'OG QP TYP. 16" O.C., STAGGERED I (!j � rn °�--' 5 2 —6 Y s V.I.F. -_ �, , . __, , � � � J 000, S3 O �D TYP. � � i � � � T.O.W. Q��o �° 0 °� +D� � , � - � � ��I III I z � = Q ° � �_2x6 C�? � � � � � � � Q •� � � `�";`;�%`i �� I `L U TYP. �� i;i�� , LVL BLKG. � 4 � I ��" 0�. I I I I J � �� a � '� BRG., TYP. CONT. L4x4x3/s w� 3/4"�x5Y2„ � I � I I I I � � �� , EXP. ANCH.'s � 16" O.C., S3 �� (2) 13/4 �6 LVL �U TYP. ��' I I I I (� •� Y2��x10" A.B.'s � 48" O.C. IN � TYP. E L J ` I 49 —5� J � � � I � � �� 0 c � � � L TYP � , � 2 —13 x11� LV T. . PL WD. � ,�� ao CONT. TREATED 4x4 �' � - � 0 � I I TRTD. 2x6 LEDGER 52°_�y4 U � ,n ° \ �� LVL JOISTS PER PLAN 2 - I I 5 co w/ /$"�x6" EXP. T.O. PLYWD. � � 'n c° , \ S3 / ,— � N} I I ANCH.'s C� 16 O.C. � � 00 / 2 1 /4x �2 I I � , �LEDGER PER PLAN � � 11% VL�2 x � 0 YP' (E) �4�—� — — � m o ' — � Mti�� - - — - - - - - L • � � (E) 5%ax16%z G_L. � +-' � Q L YP. ��(2)— 13G� Y2 �n � > 4 3 _ 6 ��LVL � � �� (N) CRIPPLE WALL SCALE. /4�� = 1' 0" S I � �� x „ „ o X c� 2x12 LEDGER w/ 3/4 �x5Y2 S3 CO EC HE DER TO OIS I I '/ \ � !� I EXP. ANCH.'s C�? 24" O.C. N w� )— DG LO SC WS I � � � I � 2 —2x6 ��y 2x6 � 16" O.C. 4" NOM. CONC. REINF. W/ � „ G I I QU TYP. , V I I � (N) CRIPPLE WALL 6x6—W1.4xW1.4 WWF 52 4/8 V.I. � �6 � 2x6 STUDS C� 16" O.C. BL . U DE T.O. LY .1�) � 2) 2x W/ Y2" PLYWD. OR OSB� , � � DECKING PER ARCH. SHEATHING S3 RG WA �2> �3�� 1/ � L YP. � � � I � JOISTS PER PLAN „ , , „ B� � T / / �,� �X�, � J I I i II Y2 0x10' A.B. s � 48 O.C. IN�� / �,� i� � I I CONT. TREATED 2x6 R \ 4" NOM. CONC. REINF. W/ 6x6 W1.4xW1.4 / � �� ,;. � �+ I I � I I � �, � WWF ON WATERPROOF MEMBRANE PER ARCH. 1 X 5 �� I I I i� X� I�� '� � V.I.F. �_ _, ON 1Ys" T&G STURDIFLOOR � GARAGE � I , < � X M � i -� I� i� I� I� �� T.O.W. � z � �� /�� 6' � I 2x12 LEDGER w� (5)-10d I I c a NAILS � 24" O.C. � � � � � � � CUT (E) CONC. FOR (N) � � �`L+ I �i�`i�i �� WINDOW (2' MIN. CONC. , \ I�`L1 � `�ii��i�i,�i '� i � �� CUT E CONC. FOR N ■ � , � � � ,� HDR. DEPTH, DO NOT � � ) � ) � � � � '`�!��%% � �i �, I � � FIREPLACE �I �, � ,a h �N� OVERCUT) w ° �' i� �� \ /4"�x6" EXP. ANCH. � =i, � � ' ' ,I X �, (3)-2x10 (DROPPED) 3 ] i �� ! I I � BM. PER PLAN 24" O.C., STAGGERED Q � H �% � 4�., 4�� `� �2� � � ° \ � , � LVL JOISTS PER PLAN , � o \ o I �+ � � „ i ` X �, I �' I I � C� � ° � LVL BLKG. PANELS � 24 �� `� �`L+ � � I � � � IN FIRST JOIST SPACE W/ � � � �`L I I � (N) 8x8 POST (4)-8d NAILS INTO EA. � `� ' � � � , � � PANEL, TYP. c9� � — � — — — — — — — — — — � � � O KNIFE �: Y4x4x1 —0 w�� 2� ED GRR w �� (2)-5/s�� THRU—BOLTS V � � � �� , � � BASE h': Y4x4x1'-4 w/ �`,, ` S3 � � CRE S 12" O.C. `� � I I (2)-5/s��x5" EXP. ANCH.'s � ? � � �� EO - ' �\`� � o, 3 SCALE: 3j4„ _ �'—p» ' \� OPP , x �� 1Yax11�/8 OSB RIM � FLOOR � \�`, � � �9 �R�� j' �'� � � S3 PERIMETER INDICATED THUS, TYP. `,, \ `, �IJ�ZX�- �T INV. � � • �1 ' . SQ TYP. '� '� � I / ��,.\ ...- X n // � � SCALE: 3/4" = 1'-0" 2 � ,, , � � � � ,;. ., S3 4 DWLS. x o 2 -0 > i� �,� �J� OS TYP. �R� '� / � � # � � CANT. 2x12 DECK BM. s � � �,, � ,,. ,-- � � 16" O.C. N SISTERED TO JOISTS W/ � ��,� � , ; � � 5/$"� THRU—BOLTS � 12" �\, \ ;'� L6x4x3/8 LOOSE LINTEL � HSS COL. (1)—#4 CONT. 4" NOM. CONC. REINF. W/ 6x6 W1.4xW1.4 O.C. (STAGGERED) `' � OVER DOOR FOR STONE � PER PLAN � WWF ON WATERPROOF MEMBRANE PER ARCH. � � , � „ i I' II li II II � � TDINV. �" SUPPORT � CAP & BASE R's: 52 —9�/8 V.I.F. ON 1Ys T&G STURDIFLOOR � GARAGE ' I ! ,' i y �, � T.O. SLAB , � � Y2x4Y2x0'-10 w� � ��' �� ' II (2)-3/4"� THRU—BOLTS \ ` ° �� n oa,o�o ��o ' �I ' �� I � v� 52'-2Y4 V.I.F. � o�°��g�`�' � BM. BEYOND NAIL SHEATHING TO T � W � °��'° � o �� . � PER PLAN � i � � , BLKG. w� (2)-10d NAILS �,�;��;' ° � I LVL BLKG. C�? I �;�; � BRG., TYP. NORTH � II le el��l ell � �� I��I ' � I . _ � �� I, � �� BR�. WA�� UPPER �LOOR �RAMING PLAN S�A�E. � 4�� - � �-o�� a o��I�� oa o� �� a �I�� IIII � PER PLAN � '` e� �� . �, �� o� ell� . � I � �� PLAN NOTES FOR NEW FRAMING: ` �'� LVL JOISTS PER PLAN TRIMMERS PER�__ � � 1. NEW INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 0 PLAN � _ � 2x DRIVE—PINNED Y2��x10" A.B.'s � 48" O.C. IN �� LEDGER PER PLAN NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ TO COL. CONT. TREATED 4x4 R , EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e JMO/MTN I I NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � designed by SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p drawn by JMO/CLR/MTN 2 SCALE: 3/4" = 1'-0" 2. ALL POSTS ARE LABELED AT THE TOP. checked by TDH 6 SCALE: 3/4" = 1'—O" S3 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1, SPAN issued S3 RATING 24 O.C. SHEATHING PER 4. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (�ROPPE�). PERMIT 7/10/13 PLAN LVL BM. PER PLAN REVISED 10/03/13 RIPPED 5. " �" INDICATES CONNECTION TYPE — REF. S1 FOR scHE�u�E. PROGRESS 10/08/13 OVERFRAM I N G 6. ALL NEW FLOOR JOISTS ARE 11�" BCI 6000 1.8 O 16` O.C.. TYPICAL, UNLESS NOTED OTHERWISE. R E VI S E D 10/2 3/13 1Y2" LTWT. CONC., TYP. =�=; 7. EXISTING CONSTRUCTION IS INDICATED THUS ( ), NEW CONSTRUCTION IS INDICATED THUS ( ). REVISED 01 /10/14 s2'-83� REVISED 01 /15/14 52'-4�/ ? � T.O. PLYWD. � � REVISED 01 30 14 T.O. PLYWD. �,I II o � � � � � � ° � TYP. REVISED 02 06/14 LQTYP. I�'lll� �� STL. BM. PER PLAN � REVISED OF O4 14 � , � � (2)—Y2"�x4" LAGS sheet 1Ys" SHEATHING \ � I—JOISTS PER PLAN BUILT—UP STUD COL. � �� LVL JOISTS PER PLAN PER PLAN � 0 5 SCALE: 3j4„ = 1'-0" � SCALE: 3j4„ = 1'—p» 0 S3 S3 JOB #1306-08 —ti-� �i n�;��.::,� JOISTS � / /�/ I i �� 94e�� , ^� `9� @ �� "� � ,_°�� F��f� f;��t�'� I CAN T. —� / - � ;�'c:�°�,��n ��e�.. — — — ° / / . � T � � �1� m�� JOISTS \ = � � � o � I �/¢°Q �� I , � I I \ , I DA TYP. � RAFTER 8c „��, �� / ,?rf�(r O� �� : �-�_�________ ' � I � --�, �� „ � 2x12 LOOKOUTS � 24", TYP. LOOKOUT BRG. � _.��,�. �o� �� ,o�' /� I I I � 2x6 LEDGER w� � � I � � K TYP. I J DBL. RAFTER iO � (2)-LEDGERLOK SCREWS � � � , � ��SIMP��N LS30, � � 16" O.C. (EA. STUD) -� ,.- � J TYP. I 2x12 STRUCTURAL SUB-FASCIA �, I 06/04/2014 - ,� "� �J � TO BE CONTINUOUS WHERE ` � — ', I, I � %�-� � X � INDICATED, TYP. � � � I � I I I I I � � � ;=�� '� Q TYP. +6' '� I I I � � � I I I ��4�� 3„ 3„ �;i�;:�^ ( )-1 /4x6 V 0 TYP. ; ^ I I S4 � � — �— — � — � � — I � rn � � � � � � ca � � I � I CONT. 2x12 LEDGER w� � Q I � I _ � �� 1� I �DOU IE JOISTS �4)-LEDGERLOK \ (2 2x12 � 2 " O.C. � I ��,+�� I � °' �, � � � � �� O��NINGS SCREWS � 12 O.C. � 8'-0 MIN. AN) m r ' 1 �I �� I U -� � � rn � �� ' HVAG��AIR & LD YP.� �% �� +�� I I I Z � �° � � L�1 ��, I � o � � � �. '�, �� I TYP. (g)� � �� I � � � �rn \ I I �''�,��;�� 13 X�G�, CONT. 2x6 RIM Q � �� I �� '�� I� — � I �— � � �� Z � z Q � STEEL BEAM PER PLAN W `� � < �6 FLOOR PERIMETER I � - I G�N ! °� � � � � �I II � � Q � � 'L � `, \, � 1 K� Y . �� - I �o I � � � � � I I � LVL BEAM PER PLAN I I � 2x R DRIVE-PINNED TO TOP � INDICATED THUS, _ � � = � �,+ � �F' I I I I I I J � FLANGE �� INTERIOR L OFT HEADERS TO BE: I � I I ��!� �i$ �-��' � �� +`��.,� I I I I I � I I I I I I I � � „ > � � ( 3 I �3�� _ � � �X�1 /� � � I C.W. � i�' �� I I I I I � � �� z � COPE FLANGES AND I I CAP h'-Y2 x BM. WIDTH x 0 -10 `� � \ MIN. (3)-1 /4x3Y2 LVL FOR 2x6 I I I I 2 2k6 1%j � �3�� RpPP I I N ��1 � I � � � O � EXTEND3WEB AS KNIFE h' I I � W�(4)-5/$"� THRU-BOLTS �� WALLS, TYP. I I I I S4 - �� C° � G� E) 5%8x21 � .�IDI B I I I � � � U � � � W 4 -/"� THRU-BOLTS I I � �, �. I I . , ., x � � � � � � � /( ) 4 �� I I �� ti 7 � L � ao ` HSS COL. PER PLAN ��, �`��. I I I �"� �� `� I I I �� S4 � ��1�- -,` � +' o 0 I I ;-�� , ' 6 3/aX� OB TYP. � m � 1 I I ��,, ' I I � I --,-� �� S 4 +'as �� . � �� `�, I I T � � �� . I I � ' � � � � — — � � � � � � > ' �' I ,� �� I� � ,, , i FJ , \ � SCALE: 3/4�� = 1'-0" I �, �, S4 � X1� 0 � '�i,�.' �`�� s4 � N O R TH �`, `,, �� '� �' � � SCALE: 1 4" = 1 '-0" �` I � � � � � LO � T � RAMING PLAN , ,� �� , , ,� � � . , , I,� �-- I ;; Ri�cE BEaM PER P�aN PLAN NOTES FOR NEW FRAMING: �'��, �� Q �Y�. °, �+�' � - I � 5 0, � � �� \�� 1. SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p � �' ��'� (3);� 4'� T H U-B O T S S 4 � � �2� �2 X I I �Tf��D. 2x12 L� DGETR w� � 2. ALL POSTS ARE LABELED AT THE TOP. � � ��, �' � � OB TYP. (5)I 10d NAI � � 24" � � ��, 3. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1, SPAN � �'� � 4 , ;� 0 � I OICI. STAGGE ED � � � I RATING 24 O.C. � Q. `� �� 4 - ,��X22 I I I � � � �' ` �� B TYP. w ND �2 � PAC �VEB SqLIID X � � - � � � � � 4. " 0 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. �� ,,, � 2�� 2,_ � � �4��5� � 5. N E W B E A M S, E X C E P T H E A D E R S, A R E F L U S H F R A M E D U N L E S S N O T E D A S (D R O P P E D). �o � �� T H R �O L T S,� � I � I ° � � M � � � � � 6. LOFT FLOOR JOISTS TO BE 13/4x5Y2 LVL C� 16" O.C., U.N.O. -� 8 �CE NA S OK, � T Y P. g TYP. � ,, H �N � S I D E C�F � �`�� THI E ON Y � � I I � � � � � I � • � � STL. BM. PER PLAN ✓ � � 0 � � I � � I �� _ �� _ _ + _ _ �_ � w� 2x NAILER �o ��'�, ��,� DRIVER-PINNED TO `ti+ '� `'`> > , ,N � � C. . \ �� I I � I �I I I I I I � � FLANGE � co � '�, `- �� \ \ I I I � I I I I I � � � 6 SCALE: 3j4„ _ �'-0" � • , � r \ � � � � I � � � I � � S4 �" � ` v�� I� I �I I I � � � � � \\ � � I � � � � I III � � ry� � \��c.w. � � I i I I � ' �y � ,I �� — — — — — — — — I � �I � � � � '� �' �\ � ^` BQTYP. � �\; � � � ' - I � � � � r� �I � � , � ,; ,- � , ; � / % �STL. BM. PER PLAN � � � � � ,� � \ ,� ;� � � � � \ \ � � . ��I-- , y, - � �A TYP. C�? RAFTER & � � ��. �� X�g �-�j' c�o � '� // LOOKOUT BRG. ��\ \\ \ �� ...... � � � ,, ,,� � ��, ; � � � � o � ;- , � �. � O , 2x12 STRUCTURAL SUB-FASCIA� \, \`�� ; co �� ,\ '" �,}ry� � CONT. 2x12 STRUCTURAL X TO BE CONTINUOUS WHERE , � SUB-FASCIA, SEE PLAN INDICATED, TYP. � STL. BM. PER PLAN '� �� w/ 2x NAILER I � ca �- DRIVER-PINNED TO ;, DA TYP. L 2x12 RAFTERS c�,} — � TOP FLANGE (4)-10d NAILS C�� \, � PER PLAN � � � EA. RAFTER, TYP. � � 5 SCALE: 3/4" = 1'-0" � 2x BLKG. BTWN. � RAFTERS � BRG., S4 TYP. 2x6 STUDS C� 16" N OR TH W� Y2�� PLYWD. OR R O O � �R A M I N G P L A N SCALE: � 4" = 1 �— o�� OSB SHEATHING � � sr�. eM. PER P�aN PLAN NOTES FOR NEW FRAMING: � � ; , 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ OB TYP. � , , - desi ned b JMO/MTN �,; v\ e EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e g y 2x12 RAFTERS � � ,,% �, SCALE: /4" = 1'-0" NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � drawn by JMO/CLR/MTN PER PLAN ' O TYP. 2 3 S4 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: p checked by TDH PACK WEBS SOLID FOR \ 2. ALL POSTS ARE LABELED AT THE TOP. issued HANGER ATTACHMENT 3. NEW ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. W/ 5/8"� THRU-BOLT � � (4)-10d NAILS INTO SOLID BLKG. BTWN. 4. " 0 " INDICATES CONNECTION TYPE - REF. S1 FOR scHE�u�E. PERMIT 7/10/13 24° O.C. (STAGGERED) PER P ANTERS� ��EA. LOOKOUT, TYP. LOOKOUTS C�? BRG., TYP. 5. NEW ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). REVISED 10/03/13 4 SCALE: 3/4" = 1'-0" \ E4 E4 6. ALL NEW ROOF RAFTERS ARE: 2x12's O 24"� TYPICAL. UNLESS NOTED OTHERWISE. PROGRESS 10/08/13 S4 \ 7. O INDICATES ROOF OVERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF ROOF BELOW, REVISED 10/23/13 i ; � I � WITH 2x4 CRIPPLE POSTS TO RAFTER OR TRUSS BELOW SPACED 48" O.C. MAX ALONG EACH OVERFRAME MEMBER. REVISED 01 /10/14 � � � ; STL. RIDGE BM. � � PACK WEBS SOLID FOR �i � �� 8. EXISTING CONSTRUCTION IS INDICATED THUS ( � � � � � ), NEW CONSTRUCTION IS INDICATED THUS ( ). REVISED O� �� J�� 4 PER PLAN � / HANGER ATTACHMENT � DA TYP. � � w/ 5/8"� TNRU–eo�T � =<� REVISED 01 �30�14 e � ; �, ;' 24" O.C. (STAGGERED) � REVISED 02 06/14 � ,� `� � 2x12 STRUCTURAL \ REVISED 06 04 14 B� TYP. �� , �B TYP. SUB-FASCIA, TYP. � 2x12 LOOKOUTS � � sheet C�? 24" O.C., TYP. 2x12 RAFTERS PER PLAN 2x6 STUDS � 16" W/ - 2x12 RAFTERS Y2" PLYWD. OR OSB PER PLAN SHEATHING 3 SCALE: 3/4" = 1'-0" � SCALE: 3/4" = 1'-p" S4 S4 JOB #1306-08