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PRJ10-0007 E10-0016.pdf
� � C � r � a � � � � y � ' ' � _ I 1 � � T , � v _ ` � t ♦ ` � � ' � 1 ' � + _ � � . _ _ . � _F � : � _ , � - _ � � . LUT � LOT 10 _ � � � A RESUB . OF LOT 7 , � � � / BLOCK 2 �t � � � . , r . , �, � / _ - -, r j� a S 89 42 49 E — 221 . 81 . , � - 4 � �, _ - a - � 122 40� — ' � � 99 41 ' - . , ° ., . � FOUND A PLA1N � ' . � No. 5 REBAR - - a , / � ' , , � ' � - � , . � , 10> , - ,� _ � / , , . / _ � � . ' � � � d � � � � � _ � .-. � , , } � o � COMMON PARCEL C �/ � � � ���' . - � : ' _ � - . � d = � 4�t6 ' 34" _ - �' , � � c�,' � � , . / � � _ R= 395 . 32' � � � � � � a L- 98. 5 � ' � � � � � � � � T= 49 . 51 ' 1 � � - � ' � , �, �, {"i = N53��'JO� � 9 » W, � $ . 2 �� BUILDING , AQDIT►ON BUtk.DING OVERHANG � M � � , ; ' (NEw} � 5. (NEVU) / ,N - 0' , 10' 20' , 30' � ' , p � - 20 �. BUILDING OVERHANG / �? • ' - ' e a �� - _ _ (NEW) f • _ � � ?78' 34� � � � - � . ' e_ 9 r � 1 -� J . STAIRS � a• , ,-r-_.�--�-•--,_--�- - � �_:i ' 7-"==T `" ,_-,i ` ��-'-� %-- -4 ,° 27.6 � � J � ` � �---`' �? , . , as.o oti c�x � } '._..�__ � ` _ , _ - __ __— - - _ � � _ � � Q. � EL�8d66.9' . � � , , , ' �._.._.� .. - - ' " f20CK�� � ' N , - WAU. , � 220' _E _� � _ , � � � � ' . - - �- - - . -- -� L . , � �; ,� Y " '� y��`�• �>�' � _ �, ��� .1< __ _x - ° 4.2' N �> > _ , ; _ ( £1 �— , ..r � � .: �+ " n � �Q f - ` r i - � � I � � � _ � / i \ � � << .. , x -- ^ � � � a � i NQTES_ � r \ � u � - r ., � � � � ' ` ' ' t.� i 1 ) � DA7E OF SURVEY. 4/29/10 : � STORM GRATE l�.- - _ � � � , a � , �} _ , CANT ,� PARCEL B � f � � / � � � � j � V 2g59 SQ. FT. � M�_� � / 2) $URVEYOft HAS MA�E NO INVESIIGATION OR INDEPENDENT SEARCH FQR AMENDED , � �� 3 � " z CONC. DRIVE � ° a PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED}, ENCUMBRANCES. � ; ,, � d �� ( � � RESTRIC7i1/E COV�NANTS. OWNERSHIP TITLE EVIDENCE, OR ANY (3iNEft _ � � , , � `/ ' y ��o� � i pE� I / FACTS TNAT AN ACCURATE AN[7 CURRENT TiTLE SEARCH .MAY DIS�LQSE. <� �� S44'49�36`W \ � - " " ° , ^ , ` \ ° 17, ' � � � � � 3) Np�10E: ACC6RDiNG TO COLORADO LAW YOl1 MUSt COMMENCE ANY LEGAL _ � � ' � � � � ACTION BASEb UPON ANY DEFECT 1N THfS SIiRVEY WlTHII� THREE YEARS - � ` � ' , ,' � � 4'r OUT�INF OF � I AFTER YOU FlR5T DISCON�R SUCH DEFECT. IN NO EVENT. MAY ANY ` . � PA CEL � f AC�ION BASEO UFON ANY DEFECT IN THIS SURVEY 8E COMMENCED MORE : ' /—� � 4 �� � � / THAN 1'EN 'YEARS FROM THE DATE OF TNE CERTIFICAl10N SHOWN � � N36 '42 ' 05 " W \ � n , . ` � `� � `� � � � i NEREON . _ - a � � �Nq-� �42� � 5�� W eALC . \ , , � J v 122• V � � 4) 8AS1S flF ELEVATION: SEWER MH 3. 1 . 15A ASBUILT INVERT ELEVATION = 8435. 46. " � � \ � ; , � � ' �tn � � / � / 5) BASiS OF PROPERN LINE IOCATION: NW CRN PARCEI B AND PC LOT 6JPOTA7`Q PATCH ' ' ` ; 2� . 00 .o � � � �! N45'1024 W � TRACT C � _ � � , � DRIVE RIGHT—OF— WAY. F 9.7 ` ( � BLO � f� L 6) BEARINGS AND DIS7ANCES ALONG PROPEFt7Y L1N�S 5Fi0WN HEREON Af2E , i �, < � � . / AS SHpWN ON THE SUBdtVIStON PLAT ONLY. A BOUNDARY SURVEY WOULD � � 9 � ` ' 8E NECESSAt2Y TO OETERI�INE TNE TRUE DIA�ENSIONS QF THE LOT AND , ��.�1 � � � � 12.0' I � SETBACKS. WHiCH MAY VARY FROM 1NE PLAYTED QIMENSIONS, � , _ . � � � � � -" " -- - � o"? � \� 7) Tt-iIS SURVEY AND THE INf'OiZMATION CONTAINEQ HEREQN IS 1NE PROPERTY OF' ' ; � # ; y � EAGl.E VALLEY SURVEYING, iNC. AN� !S lNTEND�D FOR TNE SQLE US� OF THE , � ` I � � ORIGINAL CUENT ONI.Y ANY U5E OF OR TRANSF�R TO OTHERS IS PROH161'iEf3. � � , EDGE OF ASPNALT \ �rnY ° � ° � ( � _ � - � � , , (urro� cor•rsrnucnoN) 1 `i 8) ALL PARCFI BEARINGS ARE F'ARALIEL OR PERPENbtCULAR TO PAR7Y WALL ° � � �� �� UNLESS OTHERWISE NpTATED. , - _ , , /� � • � ,.Q � n� � � 9) THE SOL.E PURPOSE OF THIS SURVEY tS SHOW tJEW CONSTRUCTION ONLY FQR , �� 4'2 � 'n�i ( \ �• PARCEL� 8. QTHER IMPROVEMENTS EXISTS AND • AR� NOT PART OF` 1NIS SURV�Y , °�' �'.� \ �.��� " � - : � � � ` SP(21NKLER a 2 ( \ �J� 10) 0.5' OF SNOW ON LOT AT TIME OF SURVEY, SOME FEATURES MAY EXIST ` , , � � ��{ VALVE w j `i � ' � ' BENEATH 5NOW THAT AR� NOT SHOWN �N THIS DRAWING. , ' - • y � � E ( \ � � - ` , � 6+6_ 1 � , _ � � ( i. s f , . : e < 4rA . , , �� � . COMMON �� � � , � � � �' . . � - _ , � � z � , R � ,.. � ,ti . ,. � � . F�.� < .�� ;' ' � J r sF] 3.�• � \ PARCEL C , b� i �r' , �yayc�MG�m .} , F* !� � ' � . �.� y�� J ! ,1� � W � , ' `' �' C� C � MC� � � � D � c� - ' � �� r „ - � 1 w � , o M► ' �, '�,� aS � . . Y. ?J. , , � w 3 0• � � •p ccc������. �o� � � H ` r � APR 3 0I� . , � � ' � \ \ � � �k ;` ,:ti'� ? .s+".. ` �� a'.: f�o1a „ � � � � \ } r - 6 ` � n �. � ` � �� o��e sf+7 �� � . 1 � � . , , � W ,�� TO ' L_.._. _ _ � s � ' _ w � o� {f, ��� , � � �•,��.� .4 WN O � VAlL ' � � � \ \ I � �� a �, �,� � '�+ - , - Oj _ i6 1' � � \ r ►rr � rwettr�t� , , � ' - • � � � � DECK � - � 0- 9 $ 32 58 ! � ' u R = 62 . 86 ' ' ' � = � - ` � L- 1 (3 $. 12' � � �. � ` a Q � ' IMPROVEMENT LOCA�TfiO �! EXHiB � T 3 � � � �= 7J7 . Q2� N89'49'36'E �° / � � � ' i , CH —NO2 '34' 24" E 95. 28 ' � . r P�R'�'r """-'- ° ��•49•36�w r PARCEL Br AND PAf� T OF P �4RCEL C - � . , _ , 1°.'• � ' A RESUBD � Vf �ION QF� - Lt�T 5 , , BL� � K� t � � � - - - ' = -��� � -_Wx : : . , � _ --� ��= = = z _-= � = : = i —` , _ i;= , 6., � , 15•7�� � �Q � ' � VAIL F� OTATC� PATCH r ' � � � �J ` � j � l . _ - i- — - A.r.i�:._�..i.a...iar.iri.:.r.. — `� _ _ _ ...�!,� � � . 41199 �IIGHWAY 6 & 24, EAGLE—VAIL _ � � is � ' �" 27.U' ' 4.g� - _ , _ - � t � , �3��.�� DATE: 4�29j10 TOWN � � F VAlL EAGLE COUNT'� COLQRAD_C� - ° . - �.a raox t2�o � � � . - ° _ � � , EDWARDS. co. s, s�2 " ` � � PAR �EL A � � _ , � - _ j � � � (970}g49—t406 " ' ' ' ' , - � � � . DRN. 8Y: M. P�ST , PAGE: 1 OF 1 - . - - ��B � O. 1936 ` , " , . � _ - , _ _ � ; . ` _ , ` - , - , ` � j - _ , . � , � - - - � � - - j - � - _ � _ ` _ P _ a .. ° . � + � � ' � x � � T '� ' � _ � _...,.L :i.. _ . .i - w _ . t« .. .w : u _... _ ..� .a ... -...v - � ..._.. � � � �o-.�.r� _ �. � .a e�.,.. �. _ . _ 1 ..... .. _ _ _ i... _ _,. . .... � �. e _._. .. _. _« ,.. r. _ ...�w.. .. .��. ..r.� s. ..._r-�E �.u.� « a+. _r _.� �. '� ----- - - ---- - -- - - - --- - - - - - - - --- --- -- - --- - - --- ----- - - - - - ------- - - - - - - --- --- - - -- --- - ---- --- -- - -- - ----- - - - - - ---- -- ---- --- - - - - --- -- - - - - - - - - - - - - - ---- - -- - -- - ---- -- - - -- --- -- -- - -- ---- - - -- - � � _ � i II ; �� � ,, � � 0 ,� � � @� ��. ��. � � � 2 K I �',y' � `;:, I � d.! � � � 3 °'"� a � c� �; i / �. 1 ,-� �+''� � „� � � `�^ v-�. f,�l _ , c„ ,y u � j �, . � - :� � 6�} a ` 'I � � ..r� �� � .� _R�E=v ; I � h°'° e� � � i �� ca ' • L < : T B L K 2 P TAT PAT H 1 T FI , 1s ,��,��, ,F�fi � 5 LI N VA1 L L RAD ��r � � � � � �_ _ ___ _ . ��.�� _ _ _ _� i ;;�� - - - - - -, MATERIAL SYMBOLS : ABBREVIATIONS : GENERAL NOTES : DRAWING INDEX : GENERAL � �_T�TT ';; � t ,� ���, � �� - � � � -- - � � � _ � , � - - , , _ , , A0 . 0 COVER ' I ��', ✓ �" ;-. -- - — � ,i„ � � ' i!;%�' µ � � — — i � -- I ii/� , �. . ;v_ I � I - I I i = � I EARTH - - PLYWOOD ABV ABOVE L LENGTH � I -%/;j�; � �' "'° ' -- � - �; % �' � w.; I AFF ABOVE FINISHED FLOOR LDT LIGHT AND DRAPERY TROUGH O1 DO NOT SCALE DRAWINGS � I, ;j/�;; ;� �k ; , � � :%�/1/ �. c; :� � � / AP ACCESS PANEL LT LIGHT TROUGH ; , ' j�� �; `- - �� ; �� �"c� - AC ACOUSTICAL LTL LINTEL 02 VERIFY ALL DIMENSIONS, CONDITIONS AND UTILITY LOCATIONS ON D R A W I N G I N D E X : A R C H I T E C T U R A L , j j � "" i - � - ��_��_ ' _ f - 1 � ' � -� FINISH WOOD � � �;/';�i� _. � ^ - ,� ;,__ �,, ,�,_ POROUS FILL/DRAINAGE �� � =� � A D D A D D E N D U M L V R L O U V E R THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING � I i% f �i ANY MATERIALS nOTIFY ARCHITECT OF ANY CONFLICTS OR C TOPOGRAPHIC SURVEY °�'��''�' '" I ADJ ADJACENT MH MANHOLE � I �,,.�/ r � � � ; i/i�. � ALT ALTERNATE MFR MANUFACTURE ( ER) DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY I �%�% '� ' � ��� � A1 1 SITE PLAN � i -�%�� -:� � � � � � STONE MASONRY % � WOOD-ROUGH ALUM ALUMINUM MO MASONRY OPENING 03 AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY � ', I ;;i% � I � - � ARCH ARCHITECT ( URAL) MTL METAL ; ,/�j � BSMT BASEMENT MAX MAXIMUM RESOLVED WITH WRITTEN APPROVAL FROM THE ARCHITECT BEFORE A1 . Z MAIN LEVEL DEMO PLAN i'I %��/' I CONSTRUCTION CONTINUES IN THOSE AREAS , � i%% � BRG BEARING MECH MECHANIC (AL) A1 3 UPPER LEVEL DEMO PLAN / // � I - _ � ,;� -%-. d a _ ■ i, � :�i'/� ii/.i� I < ' STRUCTURAL CONCRETE � '�� BLOCKING BVL BEVELED MC MEDICINE CABINET 04 PLAN DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE, , � - ; ;,;% � , ; BIT BITUMINUOUS MEM MEMBRANE UNLESS OTHERWISE NOTED SECTION AND ELEVATION DIMENSIONS ARE A1 . 4 ROOF DEMO PLAN I ; ;%�i � , � ;ii% cu, � BLK BLOCK M METER (S) TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR p I ;, ;i � ' I BLKG BLOCKING MM MILLIMETER (S) BEAMS UNLESS OTHERWISE NOTED /'-'�2 . 7 MAIN LEVEL PLAN � %%�%;;i � � <� �< � . �I I %�'% � v-, � I , . � ,r , CONCRETE MASONRY UNIT GYPSUM BOARD BOT BOTTOM MIN MINIMUM e� � /, � � BLDG BUILDING MIR MIRROR 05 PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS AL . 2 U PPER LEVEL PLAN i ��� ~ ^" ' CPT CARPET (ED) MISC MISCELLANEOUS LOCATIONS INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL i I '�y;% � � ' � CSMT CASEMENT MULL MULLION A2 . 3 ROOF PLAN i :'%,;,%; � � �-" I i y r� ;, �� 1 MOUNTED FIXTURES , TOILETS, TOILET ACCESSORIES, CABINETRY, , r; ;% ,... ,� „4; I � � � � ' � � BATf INSULATION C CAULK (ING) NAT NATURAL COUNTERTOPS, SHELVES AND CLOSET RODS � �;,%j "" • � � I c�� CEIUNG NR NOISE REDUCTION A3 . 1 WEST AND EAST ELEVATIONS , � ,-,�;! � � � CT CERAMIC TILE NOM NOMINAL �f � I j���; CLR CLEAR NIC NOT IN CONTRACT 06 O DENOTES DOORS REFER TO FLOOR PLANS FOR LOCATIONS REFER A3 . G NORTH ELEVATION i L- - - - _- --- � � �� %% - - --- - --J { ± � RIGID INSULATION TO DOOR SCHEDULE FOR DOOR TYPES A4 . 7 SECTIONS COL COLUMN NTS NOT TO SCALE � CONC CONCRETE OPG OPENING 07 O DENOTES WINDOWS REFER TO WINDOWS AND FLOOR PLANS FOR CMU CONCRETE MASONRY UNIT OPP OPPOSITE LOCATI� NS REFER TO WINDOW SCHEDULE FOR WINDOW TYPES A4 . 2 SECTIONS i CONST CONSTRUCTION OPH OPPOSITE HAND STEEL/METALAS NOTED CONT CONTINUOUS OH OVERHEAD A5 . 1 INTERIOR DETAILS I CJT CONTROL JOINT PR PAIR pg COORDINATE ALL ELECTRICAL AND MECHANICAL FIXTURES TO FIT o CPR COPPER PK PARKING A6 . � EXTERIOR DETAILS Q � CUST CUSTOM PVMT PAVEMENT WITHIN CEILING, FLOOR AND WALLS SPACES VERIFY LOCATIONS WITH � CARPET DT DRAPERY TROUGH PL PLASTIC LAMINATE ARCHITECT � ���iiiiriiininiiiinini I DTL DETAIL PT POINT � O DIM DIMENSION PSF POUNDS PER SQUARE FOOT 09 IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY � �1 DR DOOR PSI POUNDS PER SQUARE INCH THE CONTRACTOR FOR CONSTRUCTION OF ANY ASPECTS OF THIS DRAWING INDEX • STRUCTU RAL I O I DRW DRAWING PL PROPERTY LINE PROJECT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ' I � ARCHITECT. S1 GENERAL NOTES I DF DRINKING FOUNTAIN QT QUARRY TILE �I ELEC ELECTRIC (AL) REF REFERENCE � � 1 1 EL ELEVATION (S) REF REFRIGERATOR SZ FOUNDATION PLAN � ELEV ELEVATOR REIN REINFORCE ( D) , (ING) 10 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL ' . A4.00 "` A4,OO , EQ EQUAL REQ REQUIRED APPLICABLE CODES AND OBTAINING ALL PERMITS AND REQUIRED S3 MAIN FLOOR FRAMING PLAN ' r EXH EXHAUST RES RESILIENT APPROVALS THIS PROJECT IS GOVERNED BY THE INTERNATIONAL I, I W � � EXTG EXISTING REV REVISION ( D) , ( ING) BUILDING CODE, 2003 EDITION CODE COMPLIANCE IS S4 LOWER ROOF/UPPER LEVEL FLOOR FRAMING PLAN i BUILDING SECTION REFERENCE ELEVATION REFERENCE EXT EXTERIOR REV REVERSE MANDATORY THE CONSTRUCTION DOCUMENTS SHALL NOT PERMIT I� � WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES S5 U P P E R ROO F F RAM I N G P LAN ' FOC FACE OF CONCRETE RH RIGHT HAND • II °, � FOF FACE OF FINISH R RISER INCLUDING IBC AND ALL LOCAL AND REGIONAL CODES i � FOM FACE OF MASONRY R &S ROD AND SHELF NOTE : I LV � i FOS FACE OF STUDS RD ROOF DRAIN 11 THE CONTRACTOR SHALL FIELD COORDINATE AND OBTAIN MECHANICAL AND PLUMBING DESIGN TO BE ' � �. FIN FINISH ( ED) RDT RECESSED DRAPERY TRACK APPROVAL FROM THE ARCHITECT & ENGINEER BEFORE ANY � 1 � " DESIGN / BUILD" BY CONTRACTOR'S SUBCONTRACTORS � L./�-►�1 SvgM �?'�" L � Q � A400 A400 FFE FINISHED FLOOR ELEVATION RFG ROOFING CUTfING, NOTCHING OR DRILLING OF ANY CAST-IN-PLACE � Ta T��N �F V� 1 L �(�, ,v� � ; � Q6 ; �� FE FIRE EXTINGUISHER RM ROOM CONCRETE, STEEL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS SUBCONTRACTORS TO PULL PERMITS FOR THEIR PORTION OF THE WORK . - ; FDC FIRE DEPARTMENT CONNECTION RO ROUGH OPENING WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE BUILDING � � � FHC FIRE HOSE CONNECTION R/S ROUGH SAWN � I DETAIL REFERENCE DETAIL REFERENCE FEC FIRE EXTINGUISHER CABINET S SEALANT ( EXTERIOR ) �N� � ��P-� � L. � ~ � - I FP FIREPLACE SHTG SHEATHING ���r � � L� �S� �" ! � ��� S �gM � T7,a-t� '� '�ol�j�/ �p � Vf}t (_ i d � �� FPS FIREPROOFING, SPRAYED SHH SHOWER HEAD 12 THE CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND STAKE ' O � I� MAIN 1 FLG FLASHING SHC SHOWER CONTROLS OUT THE BUILDING FOOTPRINT FOR OWNER AND ARCHITECT i �.. � I 100'-0" A400 FLR FLOOR (ING ) SM SHEET METAL APPROVAL PRIOR TO BEGINNING ANY SITE WORK I � N FD FLOOR DRAIN SIM SIMILAR � F' � � FTG FOOTING SC SOLID CORE 13 IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE r �OV IJ7� (�[L�,�/ F ; O � � HEIGHT REFERENCE SECTION REFERENCE FND FOUNDATION SPEC SPECIFICATON (S) CONTRACTOR AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, ��b�d� 9��0 �5 �kl� v�� � �'� �1=A Zp�'{ IR�, ! O � FBO FURNISHED BY OTHERS SQ SQUARE MATERIALS , TRANSPORTATION , SUPPLIES , EQUIPMENT, ETC. TO OBTAIN b ,! � FPHB FREEZE PROOF HOSE BIB STD STANDARD A COMF'LETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE ' a D � a/Fw � � 4 ��,�, S � , � :.:.. .:...: . ...: .:.: .. :.::. Sa / � FUR FURRED ( ING) ST STAIN INDUSTRY � F � C�.t '�- p� ,, � � � GA GAGE GAUGE STL STEEL ����Y '� �` �Q t �GG � �R ROOM NAME GALV GALVANIZED SD STORM DRAIN I 0 � ' 14 ALL BUILDINGS TO FIT WITHIN PROPERTY LINES 'r�iT� OUT CROSSING ! < 0 GC GENERAL CONTRACT (OR) STR STRUCTURAL EASEMENTS OR SETBACKS NOTIFY ARCHITECT OF ANY DISCREPANCIES � J � "' Q GL GLASS, GLAZING TEL TELEPHONE � ;:.. ;::.::::> ,; ; .. ::,.,.,. _� 1 � W GYP GYPSUM BOARD N TELEVISION � � REVISION REFERENCE ROOM NAME HB HOSE BIB THR THRESHOLD 15 PROVIDE ACCESS PANEL TO MOTOR FOR ALL WHIRLPOOL-TYPE TUBS i � HDW HARDWARE T&G TONGUE AND GROOVE COORDINATE ACCESS LOCATIONS WITH INTERIOR DESIGNER AND � �r �O�EL� �� i � ' pROVIOE A? l.EASl' ONE OPERABLE IMNDQV1f � 0 �� HDR HEADER T T P F LAB ARCHITECT TO PROVIDE INCONSPICUOUS LOCATION . a Bu,tl,nurnry ryvelo�ment Department OR DOOR APPROVED FOR EMERGENCY I y) HTG HEATING TOS TOP OF STEEL ����F y�� , g Safe an Inspect�an Servicag i W11 HvAC HEATING/VENTILATING/AC TOW TOP OF WALL ���,� �, �s � ESCAPE tN EACH SLEEPING ROOM OR BASF_lUlENT i � � GRID � HT HEIGHT TB TOWEL BAR I =�. intema6onai Bwidm OPENING SHALL COMPLY WITH AlL OF7HE FOLLOWING• � � HC HOLLOW CORE TR TRANSOM P ROJ E CT S U M MARY � ��d� a��d�� �f pe��� The tssuancedo���an it nt�of a� e�rmd sha t tfot 6e consGued to ba a permit for, or an approval of, anyv iolation of MAXIMUM FINISH SILL HEIGHT: 44-INCHES ; � ' HM HOLLOW METAL T TREAD ' ��y ef th8 provisions of this code or of any other ordmance of ;he MINIMUM NET CLEAR OPENING HEtGHT: 24-INCHES ' Q ' HOR HORIZONTAL TYP TYPICAL Junsdiction, Per,n,ts r MINIMUM NET CIEAR OPENING WIDTH: 20-INCHES � � ` GRID BUBBLE WALL TYPE REFERENCE provisions of thr� g 9 ' � HWH HOT WATER HEATER UNO UNLESS NOTED OTHERWISE Code p esumin to �ve authonty to wolate or cancel tha , � INCL INCLUDE ( D) , ( ING) VB VAPOR BARRIER International Residential Code 2009 �a��d• Th� issusn� a permet based onconstruct on d�oc�umentsiand b� �1 �NIMUM TOTAL NET CLEAR OPENING: 5.7 S.F. i � ID INSIDE DIAMETER VIF VERIFY IN FIELD Occupancy. R3, Two-Family Dwelling otherdat� shaUnot preventthe buddm offic�alfrom re uinn the � � IBC INSTALLED BY CONTRACTOR VERT VERTICAL Building Type . V-B �u���ron af errors 1n the construction documents and othergdata, Tho I a 9 o�cial is also author�zed to prevent occupancy or usa of a � IBO INSTALLED BY OWNER VCT VINYL COMPOSITION Building has addressable fire alarm system ��uurawhereinvialsUoriofth� �deorofanyotherordlnance� of , 4 ' A8 � ' 2 11 INS INSULATE ( D) , ( ION ) WC WATER CLOSET Not spnnkled J nv ictfon � INT INTERIOR WP WATER PROOFING Se arations p�S �A M(NER: (� �] i 3 JC JANITOR'S CLOSET WWF WELDED WIRE FABRIC p 1 Hour (residence/garage) dATE.• ►a � v � � " � � � KIT KITCHEN W WIDTH , WIDE 1 Hour (residence/mechanical) j INTERIOR ELEVATION REFERENCE WINDOW TAG S�,F� � LAM LAMINATE ( D) �NDW WIND W , ISSUED FOR DATE LAV LAVATORY WO WITHOUT o �s �� R� �r(' d„��` FEB 2 5 201� � SCHEMATICDESlGN 72409 LH LEFT HAND \ND WOOD �V � � �"� DESIGNDEVELOPMENT 80309 I 4PEN HOLE EXCAVATt�N � 33 SOILS REPORTRE U � � TO�� � F v�� � I PRICINGSET 82109 Q RED Ai' I STN -f- TILE FOOTlNG tNSPECTtON. � i DRBAPPLICATION 1 11 10 MINIMUM,.�� pSF �ONCRETE �1�CASED GRQt1NDING � DOOR TAG MATERIAL BREAK � ' PERMIT SET 12610 I ELECTRODE REQUiRED IN FOOTtNGt � ; F�UNDATiON PER NATtONAI. SEPARATION REQVIRED B�TWEEi� COPY RIGHT RESERVATION I --- - - - - - -- - - - ' ENCIOSED SPACE UNDER ELECTRtCAL CODE GARAGE AND RESIDENCE The drawin s, specifications and other documents ' STAIRS SHALL BE PROTECTED MINIMUM 20' #�4 REBAR OR •The gar�g� shail be separated from the residence and its att(e re ared b the Architect Michael Suman Architect � WITH A MINIMUM 1l2-1NCH MINIMUM 2p' BARE COPPER �rea by not less than 1 /2" gypsum board appl�ed to the garage sid€� L�LC) for this pro�ect are instruments of the Architect's ' � GYPSUM BOARD PER lRC • Garages beneath habitable rooms shall be separated from alf � A P P L I CAN T . habitable rooms above by not iess than 5/8" Type X gypsum board service for use solely with respect to this Pro�ect and , � - - MUST BE INSTALLED A'� + Where the separat�on is a ftoor•ceding assembly, the structure unless otherwise provided in wnting the Architect shall be ; i F O O T J N G I N S P ECTION g p p y d e e m e d t h e s o l e a n d e x c l u s i v e a u t h o r o f t h e s e � i TRYGVE AND VICKI MYHREN supportm the se aration shali ais� be rotected b not less than � 355 CLAYTON ST 1/2" gypsum board documents and shall retain , witho�t limitation, all � ti 2009 MICHAEL SUMAN ARCHITECT, LLC � DENVER, CO 80206 RESIDENTIA�. GUARDS SHALL • Opernngs between the garage and residence shail be equipped with common law, statutory and other reversed rights, i �C: ALL RIGHTS RESERVED RESIDENTIAL STAIRWAYS SHALL COMPLY solid wood doors not less than 1 3/8 �n thickness, sol �d or honeycomb including the copynght hereof No person, whether � SCALE HAVE A MINIMUM HEIGHT OF WITH THE FOLLOWING • core steei doors rtot less than 1 318" thick. or 20-minute fire rated doors. having come nghtly into possession hereof or otherwise, I shall em DRAWN MDS ' 36-iNCHES WITH OPENINGS ploy these documents on any other pro�ect, nor � THAT A 4-iNCH SPHERE • Maximum �iser height of 7 3/4-mches and a minimum tread depth of for additions to this Pro�ect nor for the completion of this ARCHITECT . CONTRACTOR . STRUCTURAL ENGINEER . ,�_ _ __ _ _ _ _ _ _ _ _ __ _ _ _ _ _ ; ■ ■ ■ 10-mches with no more than 3/8-inch variation Pro�ect by others, unless with the prior express wntten I � , CANN07 PASS TNRC}UGN • Mmimum width of stairways shaii not be less than 3&inche3 consent of the Architect and upon appropriate ; , PROJECT# 902 � � SUMAN ARCHITECTS MASTIFF DEVELOPMENT STRUCTURAL DESIGN SOLUTIONS � Minrmum headroom clearance of 6-foot 8•inches I SHEET TITLE COVER SHEET � compensation to the Architect in an amount and kind I � � 2211 NORTH FRONTAGE ROAD WEST PO BOX 2G96 PO BOX 2494 • Stanways shall not rrse more than 12-foot vertically between landings satisfactory to the Architect The Architect expressly � I ' i SUITE A EDWARDS, CO 81632 Avon, CO 81620 • See IRC for speaat requirements of circufar, spiral and w►ndmg stairs claims all propnetary rights in the material which is issued ; ; VAIL, COLORADO 81657 970 390 5827 (970J 949-7100 • Open nsers are permitted, prowded that the opernng between Ueads in confidence for design and/or construction purposes of I , '� 970 479 7502 970 926 8726 FAX CONTACT JEFFREY P LEONARDO does not permit the passage of a 4-mch diameter sphero • � � � • Hand n ��'�61 �D'� ��� I this Pro�ect as noted These matenals may not be � � � 970 479 751 1 FAX CONTACT RON AMASS EMAIL: sds�eff@vad net g 'p size shail be 1 114-inch to 2-inch diameter in cross s�etiort I � . copied, modified, nor employed m any way without the � � CONTACT MICHAEL SUMAN EMAIL Ron@mastiffdevelopment com A handrail is reqwred on at {east one s�d� of thu stairuuay at �� ����� �� � � � ��� � � specific pnor wntten consent and permission of the i I � � 34 to 38-inches above the tread nosm Architect � V EMAIL: michael@sumanarchitects com • Handrad ends to be returned to wall o9terminate in n�we{ post3 � • Nandraiis shall be contmuous between landings � i � - - - - - - - - _ - - - � Handrads are requued on all �tatnvays w�th 4 or mara dsero - O 2009 Michael Suman Architect, LLC Ali nghts reserved . j � - - - � , ' , � ; ---- -- - - --- -- -- - - - ---- -- ------ - - - - - - -- - -- - -- - - --- -- � -- - �� 1 - �� O� ����q. ! � i �''� ° � ` �'m��°� / � � �� � � �� ��' a � � ;� � , � � � � i � � � � �z, � � � � � � ' � ; � , it;� a+° �'� �.�.� �.�.j ) � � � LOT 6 � LOT 10 °��',�� � ����' ' � A RESUB . 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PROJECT # 902 , . � . , f ; � 5 , . . � ' � ' . � � � SHEET TITLE ELEVATIONS � , , , � 3 s , i f . { 2 EAST ELEVATI � N �, A3, 1 SCALE 1 /4" = 1 '-0" ' � _ • '�� � � � -- - — — --- - - -- ---- --- — --- — ----- -- — - -- � ---- - - -- -- -- — - - — — — sr.�s� - --- - - -- - - ----- - i - -- - - - ��� - - - - - _ c�ira�E� F - GENERAL NOTES BOILER FLUES , , � �u 1 J NEW WINDOWS AND DOORS TO BE PAINTED WOOD- 'Cj� � c* ,s-�? � COLOR TO MATCH EXISTING WINDOW COLOR R�IDGE �� �� � ���,p, '�� i - 2) ALL FLASHING AND ROOF DRAINAGE SYSTEM TO BE COPPER _ - - - � - - - - - � �� ' �" � � 3) SEE DETAIL SHEETS FOR SIDING AND WINDOW DETAILS ' - � . . � � , � . . � i , � - .. , v � !� "�; ;� � ', r � �, 4) SEE PLANS FOR OPENING WIDTHS ' � � � _ � - - � • - - I � , ` V '`� a j �z �° � ' ° ' ' � ' ' EXISTING VOID IN ROOF TO BE °� � L �, q r � , 5) ALL EXTERIOR DETAILS AND MATERIALS TO MATCH EXISTING � � � ` � � - � ` ` �` . ` ` J ° '� p � C�� � ,� �� � <::>>;. ;:<.<:>> , , � � � ,<, ' �� - UNLESS NOTED OTHERWISE � , , , , � FILLED TO MATCH EXISTING � , .L c,_ ; ;.:. : ;..,. "`� 6) ANY EXTERIOR AREAS AFFECTED DURING CONSTRUCTION TO , � � � � � . , , � F � � �� � '�,`� ��f BE REPLACED TO MATCH EXISTING UNLESS NOTED OTHERWISE '' ` ' ' � � � � ' ' ' f � � ` � ' ° � ` ` �1�j' �,O°'' "A _<..>..:::: ;:> f, <;;,< ;;;;;;;., 7) NEW 1 X4 WOOD TRIM TYPICAL WHERE NEW WINDOWS ARE ' � i � ; ` , . ; . ; � ' , ' , . � . , ; '. � ` i I € - � ' '. i INSTALLEDATWOODSIDING , . , I � _ _, _ _ � � _ ,_ T _, _ _ � � _ � i , '. . . , . , `.2 ' . . ! 1 ! E ; . � ° . � ; , , . . ' , � ` , ' . € ' . € � ; ; ; i j � EXISTING VERTICAL T8�G V GROOVE SIDING, PAINTED; , OR NEW, TO MATCH EXISTING � � � _ �1 CUSTOM , � � f � � j � , , j <� �.. . , . (5 93�5 1 �) . : ; , t � ; . � , , �. . , � 3 a � r �..z �. � � ._r: . . � . . . . � L /' . ` . , . ' : . ' � � � i 1 '3 t ' � .. . j � w% � . / .,. � ' .. i� NEW A / :a , :, � < .. � ; . ' .. 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"" > �<::,.,, '�- _ XXX INDICATES NEW WINDOW LOCATIONS _ - _ - " / � ,;:. ;.:: • . . :, , , - - • Fis�j:� , - I . .. . :� _ . --- s � %%//.//,�,,,,,:;;� ,. - - , �/ �, ; �, o � � = y� ,���• ;�f/ .�...:.. r �•` �� , , � ' // 1 ' ' ///%/%.� ih _ _ � , / � � �%%j; . = N J� INDICATES NEW DOOR LOCATIONS o , ' ; , : � ,.,., �� � , � `f � �� �z. �n ��/ / o � / , . , , , .� r ����� .. _ � . , � , ii .� � �� - � . � _ __..��.. .. � � .w..�... � - , �. ; :. UPPER LEVEL F F �^ UPPER LEVEL F F > > _ � � � ' i/ � `� � -- � _ I .,. .... __ -*--_ _ , _ -, � _� _� _ - %� ,... a� � � � , � 49'-1 " � � 49'-1 " � ' � � f ' f i , ' %� � r � \ C r X„r-'' . . , , i � t , .. j rl c!� ✓ ` ��,r,�� ; s s � S . . 3 �� _ � WEW GU �ST RODhi1 ` r , ' ' � , , � � ADD�71bN ' E � '-� ' ' NEW SITTWG ROOM NEW STEEL OPEN RAILING AND NE�/ 1 X6 WOfJD 1'RI � ADDITION � WOOD DECK, DRAINED TO � oo � 2 1 SQ FT VENT FOR � PERIMEfER GUTTER I � , ; � , � � , �� ,� � � , � , � � � A41 CRAWLSPACE ,: A4 � 0 ' i � i� � 'I � j� ii � I �� I � � i�'� � �j � � ; �I � � � II �, I � , 0 �' I I' ' � i� II � i "� �i � i I I i , ... E . .. . .. t � . I � II � 1 , 6 I . .. � li � � i � � � � i � : � � .. � I � ; � ; Ii � � , V � � i i, �� ll ;f � � , I; �I I i I, ; ,: � I �,..,�,.-.,�. ... .... ;:: � MAIN_LEVEL_F F I � MAtt�_�.EVEL _ F F I , i i I J�� � ��i , �,! I,y� �� . O , ,,:: 40,.�.. 40'-O,. ' i ' Ir-� � � �-- ° � - -� : :;. ' � � � '� �� '� � � � � JI �� � ` v .: , : : � ,:., 3 , � NORTH ELEVATION � , � A42 A32 SCALE 1 /4" = 1 '-0" > : 2 SOUTH ELEVATION CANTILEVER W r . „ , „ � A2 SCALE _ - 3. Z 4 1 / 1 0 ::::.. .. .: ,.. .;::: >::: ;:. , :..., � . . .. . , J - � � > � v � H O pa„ < EXISTING VOID IN ROOF TO BE _ >»' � FILLED TO MATCH EXISTING v I� %<: �' � a WINDOW SCHEDULE � o WINDOW NO ROOM NAME TYPE GROUP R.O SIZE MATERIAL COMMENTS O � � , I ` 101 EXERCISE FIXED 3'-0" X 7'-0" WOOD N N - -. - -� � - -:- -,- - 102 LAUNDRY/MUD CASEMENT L H 2'-6" X 5'-0" WOOD a � � ~ � < < ; , ' , , � ` 103 ENTRY FIXED 1 '-6" X 6'-0" WOOD O � I 104 ENTRY FIXED 1 '-6" X 6'-0" WOOD � o I I = ; ; � ` I 105 FAMILY ROOM CASEMENT L H 2'-5" X 5'-5" REPLACE WINDOW WITH SAME TYPE AND SIZE � I � � I i � 106 FAMILY ROOM FIXED 2'-5" X 5'-5" REPLACE WINDOW WITH SAME TYPE AND SIZE � � � �� � ,� t� m � , I I I 107 FAMILY ROOM CASEMENT R H . 2 -5 X 5 -5 REPLACE WINDOW WITH SAME TYPE AND SIZE h � • [ � ' ` � I 1 pg LIVING ROOM CASEMENT L H 2'-5" X 6'- 1 " REPLACE WINDOW WITH SAME TYPE AND SIZE � � � , ' i � ; , � , I 109 LIVING ROOM FIXED GROUP *TRY TO REPLACE WITH SAME TYPE AND SIZE, � ' � , 11Q LIVING ROOM FIXED GROUP 7'-3" X 6'- 1 " BUT IF PICTURE WINDOW IS TOO LARGE, ~ � , . , I 1 1 1 LIVING ROOM FIXED GROUP BREAK DOWN TO THREE FIXED WINDOWS � ;::> �-- - Y-- � - - -� -�- - - -- -� .. � - '- - - i 112 LIVING ROOM CASEMENT R H 2'-5" X 6'- 1 " REPLACE WINDOW WITH SAME TYPE AND SIZE ,. .. ' ' ` " ; ' ' � i ; 113 KITCHEN CASEMENT L H . 2'-5" X 4'-5" REPLACE WINDOW WITH SAME TYPE AND SIZE v � ;, ; ; � i °`;:::.. � , � a , , 114 KITCHEN FIXED b'- 1 " X 4'-5" REPLACE WINDOW WITH SAME TYPE AND SIZE Z � ° � ; � _ . _ ,. ., � _ . .. A _ ., ,. .. � � � 5 KITCHEN CASEMENT R H 2'-5" X 4'-5" REPLACE WINDOW WITH SAME TYPE AND SIZE W ` � ` � ' � 116 OFFICE 1 FIXED 2'-5" X 5'-8" WOOD DEMO EXISTING WINDOW AND REPLACE WITH � ; � ' f � � 201 GUEST 1 BEDROOM AWNING 2'- 10" X 3'-0" WOOD THIS SMALLER UNIT W � I 202 GUEST 1 BEDROOM FIXED 2'- 10" X 8'-4 3/4" WOOD � ` � s � ` 203 GUEST 1 BEDROOM AWNING 3'-0" X 3'-0" WOOD ` ':.i�/��� � ,..• :. ;•.. . � , �;. , r � 204 GUEST 1 BEDROOM FIXED 3'-0" X 7'-7 1 /2" [ANG ] WOOD � , , ,,,.,, � /,/��•�I i/'q i n/�j/'f/' :�i:'i�':. . ' � � ' � u � u �/,.ii „��/�� „��;;,i%;,; , � 205 GUEST 1 BEDROOM AWNING 3 -0 X 3 -0 WOOD a //i�� ' � ��,���. %ij�%��;���� , �.,,ii�%� _ — I i n i n �% �� �.���,��;!� ;�!/II�// %i%';!f'<;:�/. � I 206 GUEST 1 BEDROOM FIXED 3 -0 X 6 -4 1 /2 [ANG ] WOOD � � /./ / . �/ ,, . ,. ., 1 , „ , „ � ,, ,/��� /%%�/� ,,,./„ ,.., , ..i,:,<,<,..,< ,. .� �/,i , �;;����� • �;�i, , , �;�;�:,; , � /�/,�%; �� � :.. , � , �,/�'/ %�.g�:i�., � , ; / ,�i�� �� , 207 GUESTI BEDROOM AWNING 3 -0 X3 -0 WOOD ,�„� ,,.� //�/ i .',% .....,,»,,.',:;.:,,: �_ �� �_ ,� �_ �� �_ �� � ,, ,,, / � II/� /� ,,/ /' � 208 GUEST 1 BEDROOM CASEMENT R H 3 0 X 3 0 WOOD 3 0 X 3 0 EGRESS WINDOW d �j/�. , �� � / ,,,i.��/,/i �%/%/�°�;%` ,` ,,,�� � i: ,;;,,;, , % ;; %; -- -- ,�{i�:/� /i/,-, �/!•,�1�.: /�, ;s:>;. :.,i,•' - - ,///,/,/, ,,�/%< %,��,,,,,%�; ,;� r���� ,. 209 GUEST 1 BEDROOM FIXED 3' 0" X 2' 1 1 /2" [ANG ] WOOD :.�� �/. l�i��iUm�__ � i.I�l/ ,•�/� '��/��./ � -- --- '', .. 210 GUEST 1 BEDROOM CASEMENT R H 2'-4" X 2'-4" WOOD �: -- - - - - - - -- -- � , I ' I ° 211 GUEST 1 BEDROOM CASEMENT L H 2'-4" X 2'-4" WOOD ; 3 i � � - ? 212 GUEST 1 BATH FIXED 2'-0" X 3'-0" WOOD ; ; , -- ``�] 3 SITTING FIXED 3'-0" X 5'-0" WOOD �, , � :� ; UPPER LEVEL F F 214 SITTING FIXED 3'-0" X 4'-4" [ANG ] WOOD ISSUED FOR DATE ` ' � J T� � 49'-1 " 215 SITTING CASEMENT L H 3'-0" X 5'-0" WOOD 3'-0" X 5'-0" EGRESS WINDOW ` 4 2T:"6 SITfING FIXED 3'-0" X 2'- 10" [ANG ] WOOD SCHEMATICDESIGN 72409 •��"':4:.. I '- . � , 217 SITTING FIXED 4'-0" X 5'-0" WOOD DESIGN DEVELOPMENT 8 03 09 � , � ' T 21 $ SITTING FIXED 3'-0" X 11 1 /2" [ANG .] WOOD _ _ _ _ — _ _ - - 4 �. � - --- 21 �; NOT USED PRICING SET 82109 _ `>;;; 22f3 GUEST 2 BATH CASEMENT L H . 2'-4" X 2'-4" WOOD DRBAPPLICATION 1 11 10 ,F " I ; T - 4 -�--� 4 Z21 GUEST 2 BEDROOM FIXED 2'-5" X 5'-5" REPLACE WINDOW WITH SAME TYPE AND SIZE __ _ _ _ _ _ _ _ __ __ __ � ; --- -- 22;2 GUEST 2 BEDROOM CASEMENT R H 2'-5" X 5'-5" REPLACE WINDOW WITH SAME TYPE AND SIZE PERMIT SET 12610 � 22� GUEST 3 BEDROOM FIXED 3'-0" X 3'-8" � � 22d GUEST 3 BEDROOM CASEMENT R .H . 3'-0" X 3'-8" CDs 21910 / %� ,�•�� -. �25 OFFICE 2 FIXED 2'-6" X 3'-0" WOOD PERMIT REVISION 22310 -- -- - ,!;,'��`,;. •:,.:%;;; i�,<:;;:i„ /, . , / � �� � �� - ------ --- - -- -- � l.:�, „ ,,, :. .�/�� �� �ij�!�%%�i G///'� % `��6 OFFICE 2 FIXED 2 -6 X 7 -5 [ANG ] WOOD i,:.//�i '�"�//. ,ii.:%�. - - -- ::� �—i:r:>:::,, %� ./� '�//�� , , j ��I:� !i; '� ' �' ' 2�7 OFFICE 2 FIXED 2'-b" X 6'-4 3/4" [ANG.] WOOD ��// ii�;;;� . � , ii x�';i --- - -- - --- ' /��� ��!��" " �"'��� MAIN LEVEL F F -�-� �---�- � -,- - --- - - �:c;::�;,�.� �`:�� ":"� ' ---- 228 OFFICE 2 CASEMENT R H . 4'-0" X 4'- 10 1 /2" ANG WOOD 4'-0" X ANG EGRESS WINDOW � � . : �.; [ 1 ,, i,.� .<:,.�: , ,,, ,,, ,� /•�i, ; ;/ .; , �� , .y::% l�ll � /i��i�i � � �� 4� '� i n � n — _ — __ " _- - _ _ —_ _—__ _— _ — — i����: ��//:;/?: ��jj�/' :<:�29 OFFICE 2 FIXED 4 -0 X 3 -9 3/8 [ANG ] WOOD i..,•: � i , �� »>,:.,, i. i , f : /�/ � ` ' � %%!/�� %��%�%; =';;'�'��'� 230 ENTRY; LEVEL 2 FIXED 1 '-6" X 5'-8" WOOD �;,���,/, ��,//a . /.;:;; .=<, ,». �� ,• ; ..;��;,.. ��/��i �j' ' � :. .f l` %�i%//i o��I��i � �� � ii � 2009 MICHAEL SUMAN ARCHITECT LLC �!/�!��� '���/"� �i�':. � ----- - - 2� 1 ENTRY LEVEL 2 FIXED 3 -0 X 5 -8 WOOD C �� / �� ��/;�%// ' !'�% / ' � ALL RIGHTS RESERVED ' C�'�%i����''/.�, ;�`'�i%i,'//, i��ij�i!�i�� I G;��/�� � � � � '� 2�2 ENTRY; LEVEL 2 FIXED 3'-0" X 5'-8" WOOD - SCALE 1/4" = 1 '-0" ; 2�3 ENTRY; LEVEL 2 FIXED 1 '-6" X 5'-8" WOOD 'I -- 234 MASTER BATH CASEMENT L H 2'-5" X 4'- 11 " REPLACE WINDOW WITH SAME TYPE AND SIZE DRAWN MJB A4. � ' � 235 MASTER BATH CASEMENT L H 2'-5" X 4'- 11 " REPLACE WINDOW WITH SAME TYPE AND SIZE ,;. � 236 MASTER BATH CASEMENT L H . 2'-5" X 4'- 1 1 " REPLACE WINDOW WITH SAME TYPE AND SIZE � 237 MASTER BATH CASEMENT R H 2'-5" X 4'- 11 " REPLACE WINDOW WITH SAME TYPE AND SIZE PROJECT # 902 �38 MASTER BATH FIXED TRANSOM ` 4'- 10" X 3'-0" REPLACE WINDOW WITH SAME TYPE AND SIZE SHEET TITLE ELEVATIONS � 239 MASTER CLOSEf CASEMENT R H 2'-5" X 5'-5" REPLACE WINDOW WITH SAME TYPE AND SIZE NOTES . 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Y l ,.1 , �f. / � . ;•��.;p +�% � � � I /�� �� 9 .�/ifi � ///�. �, � ,:,�:•{i.E� ;%� � l� � � i. f, i Yr .� ��:... , i�� �i� �✓/% %�%%:i%r, y t , �� ' l l:;� /:� /f. .r� "/+,: ./.,' ..i�. . }� .. ./��.n.��:'q � /F,,.� , / /, ,/ :i,. .�� � �//. ..i / i = ,�� /i�/ - :.y: ..� ._� . , ,., �.� �>i � / ♦ ,/ . . ,.,: ,/� i�,,,, „/,, - ^� SCHEMATIC DESIGN 724 09 ,/ I y.....,� ,.; �,.. ,, �>;% ,:�>�;i: � , �� � „ / � . s 1 � � . la � �e.... 'i �'�:?� � -.T . � _.- ._ .._ � -�/ '�. l;� �f �.,/.. ,l/, .: ../, �i 'a :/, f , � ,.i.,,;<%�� , � ,, ,� %iii 'r� �•ia „f;' �,. . r, I,/,.. ,..�,., .,,,, „ f, f ., .�i,.,...; MAIN LEVEL F F � >,:. ' ._—_— ,. ii , . �. ..,- .� � o o ' q_ .--` .. /% . ,//� i�/f. /../ii . e ;;Cv � f "" ;%F-� '*"'---*""--�-. -'-� "., '�-'_--�+-�� -'i--. ;::'::i%� �ut;..:..: ......�.�r�2 �G:'// ����:� :.i: �/ i,�f/. /, . ,L ' o � 1 S i { — __— J --_ �-F-. _� �--"—'-- �j/i�/i�. %'//��ii � � ,���/f ///// �'/.»f:d 4 . .5. ;;r/r`' i � n , ,.,. � ' ;.:: :: 43 -0 . _ ,; ::i1�;-_/�a ��r%� /./: ` :;��f a <.,;: a � f � �`''" �.; DESIGN DEVELOPMENT 8 03 09 , _ �—_,�_ r�;�.<,;,<, , � �� � �;.;>-<.,,,;;� r < < ; ° , , �., , � � � r� � E ; � — ,� � i ,i; . � i/ % ./E•:,.s � ��.>;:. .�'>;;,%,� •,��;, ��f�';%%�% ,���;�%;><� _���.� � < < PRICING SET B 2109 UPPER LEVEL FF = � ��/,� ��,,,. , , ,�!,>� � �: „�� � i �%�%":,i.: � ; � � , /�.f ,. , �,..,..,;�;:.,;.. �- •r ,,,7 , : ,:. �;� .�%�< ',a , _ ./,..,/,,�,;.F ;;�i � .;;.:s�a ,./Tn: F!:..:;;.�� ;?;,�;3 �.?i.,/// % �,. �ri:,iF:, ��� � �� ' � .%'.il%�i. i l7 .%4�/ iO�.�:5 i� � �:%/;{::i2: i /��,/.:y/:. .i/.,i l// f�:f.'.;: �� � i n J s i%�ii�;a 5 ' � 7 (... :::#�:j' // C�.. .:/!J .. ...:;///.�i�i �// ri �,��fi/:. 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SCHEMATICDESIGN 72409 ' --�--- --- - - -- , . , . . .. .. ., -- -- - — -- �;;;i;;�:`�j' - . . � , ' - �_ __ , . , _ , _ __ _ _ .. _ _ ,. _ .. .,.. _ _ ., _. _ _ __ _, _ .. ., ,. _ _ __. . ,. ., .. _. _, .. _ _ DESIGN DEVELOPMENT 8 03 09 - - - - -- ,� ; ; .:. ...: ,,.;,..;::;<::>._.:« -- — —�— ,;;�,, - �% ,,; - - --- -- � ,.;:,. ;i�% , _ , , _ ;,,,,,<�,>::«:,.�; �..,'`:,;: I%:. , . . , , . � , PRICING SET 82109 ..'{Grl;i;.,,.., r ' 9R�:� '�gi..iq::r;:.:.:>2.:ii:'� �."I, � �: _ . r:�; :: . ���>i:J#%#� .... - .. ., . � i _ �..� »� ^ � � �:':. . .. i? __ _ �i�'`Si.?:::� ��::f. � � ^ . I --_ — . 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A6. 1 SCALE 1 1 /2" = 1 '-0" � d 7 NEW FRONT ENTRY DETAIL -- - - _ J � GENERAL NOTES MYHREN RESIDENCE JOB# 0111 -09 4�0..... 6',�J' DESIGN CRITERIA 4 BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED 6 ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER �'`� •' �,0a �'���� • LUMBER OR A LUMBER OF NATURALLY DURABLE MATERIAL STEEL COLUMN BEARING PLATE SCHEDULE �; �"'' ROOF LIVE LOAD (SNOW LOAD) 7 DELAY PAINTING WITHIN 3" OF FIELD WELDS UNTIL WELDS ARE COMPLETED � ; -� 9 : ¢ -ROOF PITCH EQUAL TO OR GREATER THAN 4 12 80 PSF SCALE 3/4" = 1 '-O o . z 5 WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY �s.�by �� , ROOF DEAD LOAD 15 PSF 8 STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE IN WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK PROVIDE 1 /2" OJ •.�� � •�`'' FLOOR LIVE LOAD 40 PSF CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE R CLEARANCE AROUND END OF WOOD BEAM PROVIDE 2x TREATED BLOCKING TYPE THICKNESS PLAN VIEW ANCHORS �� FLOOR DEAD LOAD 15 PSF ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL BASIC WIND SPEED (3 SEC GUS� 90 MPH �CH SIDE OF BEAM AT BEARING ANCHORS 3" OF STONE & MORTAR WIND EXPOSURE B 6 BLOCKING WITHIN FLOOR JOIST SPACES BENEATH POSTS NOTED ON PLAN 1 ��� BED PER ARCH SEISMIC DESIGN CATEGORY C 9 STEEL BEAMS BEARING IN CONCRETE OR MASONRY BEAM POCKETS SHALL SHALL BE OF E�UIVALENT AREA OF THE COLUMN ABOVE SINGLE STUD 6" CONC SLAB IBC/IRC EDITION 2009 BEAR ON 1 " MINIMUM OF SHIM AND ALL VOIDS SHALL BE FILLED WITH 1 �" 1 �" - #4 CONT @ NOSING , TYP TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR `� � PER PLAN d' O O f� ' FOU TI I NON-SHRINK GROUT T � N O I` I 7 BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH RISE & RUN PER ARCH d' Cfl � M BACKFILLING PROCEDURES �� �' (2)-1 /2"fdx6" 1 '-6" MIN N � 1� M i 1 THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS STANDARD WASHERS AND NUTS � 3�4 � EPDXY ANCHORS #4 HORZ @ 12" 0 C PER PLAN � � � � � SET FORTH IN GEOTECHNICAL REPORT # 10003 BY LKP ENGINEERING, INC 1 VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER = - 0 O � CONSTRUCTION OF THIS FOUNDATION SHALL FOLI.OW THE REQUIREMENTS 8 REFER TO THE 2003 IRC TABLE R602 3(1 ) OR 2003 IBC TABLE 2304 91 FOR 34�� 34�� T CONC STAIR SIAB 6" MIN ° a a a (N)-TO SLAB � U � � FROM THIS REPORT MINIMUM FASTENING SCHEDULE A COPY OF THIS TABLE CAN BE PROVIDED 2 CONCURRENT BACKFILLING OF EACH SIDE OF RETAINING WALLS TO FINAL `� — THICKNESS W/ #4's @ 12" - UPON REG�UEST AS STATED IN SECTION 2304 9 5 OF THE 2003 IBC SECTION � - � � GRADES IS REQUIRED UNLESS TEMPORARY SHORING IS INSTALLED DO NOT 03-15-10 EA WAY , a � ° a _ _ _ _ d. T � Z � � ' 2 DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING 2304 9 5 FASTENERS FOR PRESERVATIVE-TREATED AND BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING CONCRETE WALL FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED ° PER PLAN � O = � PRESSURE OF 2000 PSF ELEMENTS ARE IN PLACE, OR ADEQUATE TEMPORARY SHORING IS INSTALLED � a ° a � (N) -TOW Q � � GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER a � FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA 4" FORM VOID LOCATED 3 RETAINING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 60 GROUT PER PLAN Q a a BELOW 6" SLAB ONLY, PCF FOR THE "AT REST" EARTH PRESSURE CONDITION AND 40 PCF FOR THE TECHNICAL REPORT No 7 (N)-TO SLAB a "ACTIVE" EARTH PRESSURE CONDITION 1 GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARING PLATES CONNECTION SCHEDULE � � ° ° �P 9 UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN SHALL BE NON-SHRINK, NON-METALLIC GROUT WITH A MINIMUM COMPRESSIVE � 4 FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL ��ERS , JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR STRENGTH OF 2500 PSI DA SIMPSON H5 � ° THIC SIAB OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL EClUIVALENT QB SIMPSON LSSU210 5" CONC SLAB 1 '-6" MIN ° 0 2� z � ENGINEER GENERAL REQUIREMENTS #4 DWLS x _ • � 10 WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FL4NGE HANGERS SHALL QC SIMPSON LSSU210-2 OR LSSU125 PER PLAN 1 '-6 d @ 12 � C N � � 5 PROVIDE C AWLSPACE VENTILATI N PER CODE REQUIR ENTS BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH 1 CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO Op SIMPSON ITT3511 88 O LBV1 81 /11 88 #4's x `��� #5's @ 16" HORIZ � CONSTRUCTION DO NOT SCALE DRAWINGS CONTACT ENGINEER IF @ 12" 1 '-6 ° � 6 SOIL VALUES AND CONDITIONS SHALL BE VERIFIED BY A REPRESENTATIVE OF 11 MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN DISCREPANCIES IN DIMENSIONS ARE DISCOVERED QE SEE DETAI L 2/S4 0 C a #5's @ 16" VERT �' THE GEOTECHNICAL ENGINEER REPORT ANY DISCREPANCIES FROM THE THE SIZES AND SPACINGS INDICATED ON PLAN IF JOISTS FROM A �F SEE DETAI L 4/S4 � ORIGINAL FINDINGS DESIGN ASSUMPTIONS TO THE STRUCTURAL ENGINEER MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED, CONTACT 2 THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE � _ ENGINEER TO REVIEW SPANS , LOADING AND CONNECTIONS FOLLOW THE THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED GD SIMPSON JB212 #5 DWLS x N (2) -#5's CONT C @ 24 O C „ 4 , TOP & BOT ��;���li ' IIIII'I I'i ' � II �� � �II�I'� I';��i',�I i �I'i'I��,�', ' � ��';�I'iiil� III�I���� �;i � �� �4�iII� , 7 BACKFILL AROUND RETAINING WALLS AND STRUCTURAL BUTTRESSES SHALL MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING , BRACING AND CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND 6 �I�i � I � , Ii I I II Ili,��j�!j '�II 'I �, ���I;,I;IIIII, I�I�II I, W! dil�ll I��I'I � IIII W� � � WEB STIFFENERS TECHNIQUES DESCRIBED THE CONTRACTOR SHALL PROVIDE ADEQUATE �I SIMPSON HUS212-2TF ,,�P�'Ilii, I � ��� I , � �' � �� I ' "�� �i'I'iil IIIIII ,I "�i , 'Iq;" I I � ��IIIIIp,IIIIVI,IIIII�I �u, lll 'I � Z BE COMPACTION TESTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL SHORING AND BRACING IN THE PROPER SEQUENCE, AS MAY BE REQUIRED TO • � I ' �I ' ilI I I I I ��°Il ��il yl �„ I II, I, �II, IIIIII�I '�i��;''!°��;° '! "' I � ' I _ � ENGINEER 'I�II''i �'� ' �� I IIII� II' � I ,',,;I�;, III � ' �I°ilplil ul II, I� J DETAIL 1 /S4 PER PLAN a ,�, � , , , ,,I ,I��Illi, ,, �� Ij , I 12 EXTERIOR WALLS SHALL BE 2x6 STUDS 16" ON CENTER OR AS DESCRIBED O ' �'' I��II i I I i , � � i �II� I� ,� I, I IJi � ' ;�� �'I!'Ih' ',� ' @ ACHIEVE THE FINAL COMPLETED STRUCTURE THE SEQUENCE OF (N)-TOF a I;;Ilii'�' , II� ,III, IIIIII �I I�I�IIII 'illlj'�'i�'�I'U�''','"';!i',T�P�;i �, li,l',' ',;I , � ' P RIMETER F NDATION DRAINS PER THE GEOTECHNICAL BELOW, UNLESS NOTED OTHERWISE ON PLAN CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR CONSULT WITH K SIMPSON HHUSS 5O/1 O = i i � � i � , „ � � ' i, ill,�ll,�,; ,i „i„�,� � � ��, , ,,,, �� 8 PROVIDE E OU O °° IIIII �� j� I�II��IIIIIIII, � I IIII ' �� I '�I 1� ����i�l � � i �ri, �ii . i WALL HEIGHTS 12'-6 AND LESS 2x6 STUDS @ 16" I ' ' '� ' ' ' I ��� �„'0�''�� ,I' Ilj'I i '"I I 'i W THE ENGWEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN a ' � I III 'IIIII' � � � i II , I II I � I�;, i' ill , ';;;I!'', ii� IIi� I�IIVI�II, �I � EN EER RECOMMENDATIONS a � I I �II I i!�,I' II i � ', I � � I I I,� �� I I , � �, LD SIM 1 '�II � � , � '�I � ' i� I ili ' �I'�i I �� . � � I �I I,� , WALL HEIGHTS FROM 12 -6 THROUGH 14i 6 2x6 STUDS @ 12 CONTRAC� _ ��, I li I � I ���' ilI ' I� II �I��,I', I I II I �, Ii il I�,ii�,i;i"I!; i�l III � i i � �llll�ili � ll' W WALL HEIGHTS FROM 14 6 THROUGH 17 4 (2)-2x6 STUDS @ 16 PERIMETER 4 8 4 Ir I I I I � I � �I � il �I� �,I,;;il�l'�' I �illi, , V ,l,l ,,ll�'�,, III,,,, STEEL HELICAL PIERS � SEc DETAIL 5/S4 ' � � � ' 'll � i I � ' �� I � ,,,, ��� .,!,� ,;,. � � � WALL HEIGHTS GREATER THAN 17'-4 CONTACT ENGINEER 3 THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES DRAIN PER m� '� I I I I I Ilil ll l � ,;;�,,� �� � �I� , ,�, , , ,� i ;;;;;'� !I Z � 1 �'4�� f , I I I I I �I, �i i I II I� Ililillll � �i ' I � II �rl� �j�bo� ,��i�'�,'��ii� � ' 2x T P PLATE OVERLAPPING AT CORNERS AND AT E T N TIFY GEOTECHNICAL ENG �!'ll'I�� ", I' � � � ' �� '''', ,,v' ' ��� ' � � � '' � 1 STEEL HELICAL PIERS SHALL BE DESIGNED AND INSTALLED TO RESIST THE CAP WITH A DOUBLE 6 O AND PROCEDURES FOR CONSTRUCTION OF THIS PROJ C O ��Illii,l�i' I ��II�'i�ll �';�'� II����III ��I�� II I "II'';n:�� V ,�leiilli�ll�jl iNll I I I I I,II.i� �IIIII III Illllllii ��� I I � IIIII ' �Ili�li��lll ill I'I il II �lii,° P!����li�,lnllil�!I�I'i�i�i; illl I I� i II� I i��i �I� � TI N WITH OTHER PARTITIONS IF OVERLAP IS NOT POSSIBLE STRAP MI I NS IN THE CONSTRUCTION �� _ �_ 1, IIVIJ�,,,� Ilhp����;u,�,.l„I�,I,iI,�III,��� Ill„!I�,�� , ,�: �,.;, �� ,�;�� � � II �III ,� u � 1 ,, �., , UNFACTORED DESIGN LOADS INDICATED ON PLAN UNLESS OTHERWISE INTERSEC O S , STRUCTURAL ENGINEER OF ERRORS OR O SS O 4 SCALE 3/4 1 0 p,, ,,, � ,� � � � �� i I I I � , ,�,, C� � (,������lill"ii�il+il�l�il�'u'ril ''r'''n'ql'�' {�IIIII � �' �I�lij, ll�ll��l � III Il��li ''�i�ill I II I� II I ' RECOMMENDED BY THE MANUFACTURER, THE FACTOR OF SAFETY TO BE TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292) AT THE OUTSIDE CORNER DOCUMENTS IMMEDIATELY DO NOT PROCEED UNTIL ERRORS OR OMISSIONS � i � � �� �I � II I I , II �' il 'i�ll �'�I �'I� �' 'I��;����"�IIYI� I II � I ��� II �III II �II'� �ill � I I I�II�IIII Z APPLIED TO THE DESIGN LOADS INDICATED SHALL BE 2 GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTfOM OF ARE RESOLVED COORDINATE REQUIREMENTS FOR ALL PENETRATIONS S1 � p1', '^;II ��'Ii�I�Ii � �l�,l � I I Ii�, ��i� � � III � I � RAFfERS , LOOKOUTS OR GABLE END TRUSS THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER JOBSITE ,�,VII I � IIIIi I II � II � I � ;IIIIIII I' III �'�II�'"°!'I',III,II �� I I!IIIII�I�I'� '�� I �'��'� 'i'II� W �,o� i�,,;,� , II I I I 2 INSTALLATION SHALL BE DONE BY AUTHORIZED INSTALLERS ONLY PROOF OF WALLS SHALL BE SHEATHED WITH 7/16" THICK APA RATED PLYWOOD OR OSB SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR 02-24- 10 CURRENT CERTIFICATION WITH THE MANUFACTURER SHALL BE SUBMITTED TO SHEATHING RATED 24/16 , EXPOSURE 1 BLOCK ALL HORIZONTAL JOINTS 8d THE ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO INSTALLATION NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPORTS 4 OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR 02-24-10 PROVIDE (3)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION °''��Vn O'� �Je$�0 3 A REPRESENTATIVE OF THE GEOTE SENT ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED DOCUMENTS THIS OBSERVATION VISIT IS NOT AN INSPECTION THE DURING HELICAL PIER INSTALLATION 0 PERFORM SPECIAL INSPECTION OTHERWISE CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO (N)-3/4" T&G PLYWD ��[� �� �� � NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE SCHEDULE THIS VISIT (N) -2x6 EXTERIOR WALL � � 4 WRITTEN INSTALLATION RECORDS SHALL BE KEPT FOR EACH HELICAL PIER TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS . �� � � ��� � ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW 5 IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE, THE - a� Community Development Department PER PLAN t��1 �+ tp Building Safety and Inspection Senr�ces (N)-CONT RIM-BOARD N 5 CONSULT GEOTECHNICAL ENGINEER FOR SOIL CORROSIVITY REQUIREMENTS CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, � t�l � O�" V� � PER PLAN ( )-TO PLYWD N � 13 INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 STUDS AT 16" ON CENTER ELEVATIONS AND ALL EXISTING CONDITIONS UNDERPINNING AND SHORING OF Secfie:� 6 SUBMIT CALCULATIONS AND SHOP DRAWINGS INDICATING SHAFT AND HELI WITH 1 /2" GYPSUM WALL BOARD BOTH SIDES CAP WITH A DOUBLE TOP PLATE EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR l�;trrnational Buiiding Cade/Internation�! �c� i�' � � � ] � SIZES TO THE ENGINEER FOR REVIEW PRIOR TO INSTALLATION TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS Co�c 1,'�s � : �t;a cfi permit, The issuance or grantmg of a pc ,-,-- � W U i IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES (NOT IN CONTRAC� not be ccr_trued to be a permit for, or an approvai of, �ny v,� � � , � -, ,,t PER PLAN an of t�;� r OVISI y 011 d Y s of thi 7 STEEL HELICAL PIER SYSTEM SHALL BE DESIGNED BY A COLORADO 03-02-1 (SIMPSON ST292) AT THE OUTSIDE CORNER , , F s code o� of anyother ordinance cf t"� (N)-TOW � iunsd�cc�.,a Permits presumin - ti ' a i REGISTERED ENGINEER TO SUPPORT ALL UNFACTORED LOADS PROVIDE (2)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH 6 WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET � g to glvB S.ithoriry to violaie cr esr,�„I i, .e z N FLOOR JOIST PER PLAN r provi��or» cf th�s code or other ordin�nC�S of the u ' � �t be 1 /2"�1 x 10" A B 's � � I 1 I � —� ONE 2x4 OR 2x6 TRIMMER AND ONE 2x4 OR 2x6 KING STUD EACH SIDE UNLESS OF CONSTRUCTION DOCUMENTS ERRORS OR OMISSIONS MAY OCCUR j nsdictwn sh�El n., M '� 8 ACCEPTABLE TOLERANCE FOR PIER INSTALLATION SHALL B 3/8" IERS NOTED OTHERWISE RELEASE OF THESE DRAWWGS ANTICIPATES CONTINUED COOPERATION AND vai�d Th� i�;uance of a ermiti�aSed on construction document and � �JJ � ( I� � other d42a ehall not preveM the buildin offiCial from re uirin the @ 48" 0 C IN CONT a � ��J `.J 9 q 9 TRTD 2x6 R a T CRAWLSPACE r 1 Q � � D D NUMBER OF STUDS INDICATED ON PLANS FOR BUILT UP POSTS ARE COMMUNICATION BETWEEN THE CONTRACTOR , ARCHITECT AND ENGINEER TO correctton cf errors m the construction doCUments and other data. Tho �..� , TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS PROVIDE THE BEST POSSIBLE STRUCTURE bwidmg o, � �c�ai �s also authonzed to prevent occupancy ar use of a � � � REINFORCED CONCRETE 02-24-10 ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW struc�ur� v. ,icre �n v�olat�on of this code or of any cther ordinances of #5's @ 16" VERT � � i this �urisd�caan � � 1 CONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBLICATION OF 14 AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE-STUD ABBREVIATIONS LIST PLANS EXAMINER. W + O � � "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) POSTS EQUAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE DATE: (1 ) -#5 @ MID HT , ; A B ANCHOR BOLT 4�� 4�� BONDING STL PER SCHED Q U � O 2 STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE 15 FLOOR SHEATHING PROVIDE 3/4" THICK APA RATED STURDIFLOOR RATED ABV ABOVE WELDED TO TS CAP SLEEVE �— w U STRENGTH OF 3000 PSI AT 24" ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR ADJ ADJACENT (2) -#5'S CONT TOP & BOT e ° � � j CONSTRUCTION GLUE AND NAIL PANELS TO ALL SUPPORTS 8d NAILS AT 6" AT ALT ALTERNATE I � � � � 3 CONCRETE SHALL BE PROPORTIONED USING TYPE I-II SULFATE RESISTANT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPORTS INSTALL ARCH ARCHITECT STL CAP f� PER SCHEDULE o � CEMENT DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS SHEATHING WITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER BLKG BLOCKING I - � Q� z Q � I BM BEAM PERIMETER DRAIN PER `� � JOINTS � W � � i 4 FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE "ACI MANUAL BM PKT BEAM POCKET GEOTECHNICAL ENG _ T \ BRG BEARING � O Q / , OF CONCREfE PRACTICE " 16 ROOF SHEATHING PROVIDE 5/8" THICK APA PLYWOOD SHEATHING RATED � O � 40/20 EXPOSURE 1 INSTALL SHEATHING WITH LONG DIMENSION CANT CANTILEVER PER PLAN � � � � 5 EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS CLR CLEAR (N) -BOW � � FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS PERPENDICULAR TO THE SUPPORTING MEMBERS AND STAGGER JOINTS CMU CONCRETE MASONRY UNIT BOLT PER MANUF NAILING 8d NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE � W � � UNLESS NOTED OTHERWISE SUPPORTS COL COLUMN v TS CAP SLEEVE PER SCHEDULE � � � � � PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFTERS , TRUSSES CONC CONCRETE `'' � 6 CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED CONT CONTINUOUS T O O � AND LOOKOUTS 3/16" 4" FORM VOID @ BOT OF WALL �— CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET IN EACH DIRECTION IF PROVIDE SOLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMBERS AT C P CRIPPLE POST —a— � POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES BEARING TO PREVENT ROLLING DWL DOWEL }-- � � � EA EACH HELICAL PIER BY OTHERS, � 7 CONCRETE COVERAGE FOR REINFORCING STEEL (ACI 318-95} 17 LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM EQ EQUAL REF PLAN FOR UNFACTORED C CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" PROPERTIES EXP EXPANSION LOAD CAPACITY G O � 4�� 4�� EXSTG EXISTING CONCRETE EXPOSED TO EARTH OR WEATHER FLEXURAL BENDING STRESS 2600 PSI F D FLOOR DRAIN g SCALE 3/4" — 1 '-0 � � � #6 BAR THROUGH #18 BAR 2�� MODULUS OF ELASTICITY 1 ,900,000 PSI FNDTN FOUNDATION � 1 #5 BAR, W31 OR D31 WIRE, AND SMALLER 1 1 /2" TENSION PARALLEL TO GRAIN 1850 PSI Si CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND COMPRESSION PARALLEL TO GRAIN 2310 PSI �G FOOTING G L GLUED LAMINATED a SIABS, WALLS AND JOISTS (# 11 BAR AND SMALLER) COMPRESSION PARALLEL TO GRAIN 750 PSI HDR HEADER # 14 AND N018 BARS > > �2�� PERPENDICULAR TO GLUE LINE HORIZ HORIZONTAL � # 11 BAR AND SMALLER 3/4" HORIZONTAL SHEAR 285 PSI � b BEAMS AND COLUMNS FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING , INFO INFORMATION — II � � � �5 � � � PRIMARY REINFORCEMENT, TIES , STIRRUPS, SPIRALS 1 1 /2" gRqCING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS JSTS JOISTS MULTIPLE 2x 16d DRIVE PINS @ 16 0 C i K S KING STUD IN CONT TREATED 2x R ( REINFORCING STEEL LLV LONG LEG VERTICAL COL REF PLAN STRUCTURAL GLUED LAMINATED TIMBER BEAMS (G L ) MAY - 3 2010 LONGIT LONGITUDINAL 1 EXCEPT WHERE OTHERWISE NOTED, REINFORCING BARS SHALL BE GRADE 60 LTWf LIGHTWEIGHT REF SPREAD i 1 ALL GLUED LAMINATED TIMBER MEMBERS SHALL BE MANUFACTURED AND FOOTING SCHED i EXCEPT TIES , FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE IDENTIFIED AS REQUIRED IN AITC A1901 AND ASTMD 3737 LVL LAMINATED VENEER LUMBER SHEET S2, FOR I 40 ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC MANF MANUFACTURER REINF I 2 ALL MEMBERS SHALL BE ARCHITECTURAL APPEARANCE GRADE UNLESS � C ON CENTER � 2 FOR BARS #8 AND SMALLER, lAP BARS 36 DIAMETERS AT SPLICES IN NOTED OTHERWISE BY THE ARCHITECT �. PLATE � P R 0 J E C T 0111 -09 � CONCRETE DO NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLESS REF REFERENCE � APPROVED BY ENGINEER 3 ADHESIVES SHALL MEET THE REQUIREMENTS FOR WET CONDITIONS OF REINF REINFORCING ' SCHED SCHEDULE D R A W N B Y JPL SERVICE 3 HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS S � P STRUCTURAL INSULATED PANEL o REVIEWED BY JPL AT CORNERS PROVIDE (2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND 4 MEMBERS SHALL NOT BE CAMBERED UNLESS NOTED ON PLAN STL STEEL _ • • _ '� D A T E PERMIT 01 1410 � EDGE OF ALL OPENINGS OR STEPS T TRIMMER , 5 LAMINATED MEMBERS SHALL BE FABRICATED USING DOUGLAS FIR T B THROUGH BOLT R E V I S I O N S 4 EXTEND REINFORCING STEELA MINIMUM OF 2 FEETTHROUGH COLD JOINTS COMB► NATION SYMBOL FOR ALL BEAMS AND GIRDERS SHALLAS SPECIFIED ON T&G TONGUE & GROOVE E� EQ � REVISED 01 2810 COORDINATE ALL COLD JOINT LOCATIONS WITH ENGINEER PLAN COLUMNS SHALL BE COMBINATION SYMBOL 3 T� TOP OF c� TOF TOP OF FOOTING SCHED WIDTH �, REVISED 02 17 10 5 WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPEC A-185 LAP WELDED STRUCTURAL STEEL TOW TOP OF WALL REVISED 02 24 10 , WIRE FABRIC A MINIMUM OF TWO FULL MESH GRIDS TRANSV TRANSVERSE 2 SCALE 3/4" = 1 '-0 , 1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN TRTD TREATED S1 ; STRUCTURAL WOOD FRAMING ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISC-LRFD , TS TUBE STEEL � AISC 335 OR AISC-HSS SPECIFICATIONS AND CODE OF STANDARD PRACTICE TYP TYPICAL 5" CONC SLAB 3" OF STONE & MORTAR j 1 EXCEPT WHERE NOTED OTHERWISE, ALL 2" NOMINAL LUMBER EXCEPT STUDS VERT VERTICAL PER PIAN ; SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER ALL SOLID TIMBER POSTS AND 2 STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50 TUBE SHAPES VIF VERIFY IN FIELD BED PER ARCH BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNLESS SHALL BE ASTM A500 GRADE B PIPES SHALL BE ASTM A53 GRADE B OR ASTM �N P WATERPROOF SLOPING � o a G E N E RAL N OTES & � NOTED OTHERWISE ON PLAN A501 W� WITH � ° a 0 , _ D ETAI LS � 2 STUDS SHALL BE STUD GRADE AND BETfER HEM FIR OR DOUGLAS FIR-LARCH 3 ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM � T rn ° . j SPECIFICATION A325 ANCHOR BOLTS AND BOLTS (INCLUDING LAGS) USED IN ° ; 3 FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE TIMBER CONNECTIONS MAY BE ASTM A307 ' FOUNDATION WITH NOT LESS THAN 1 /2" DIAMETER STEEL BOLTS OR APPROVED 8" THICKENED SLAB � ANCHORS BOLTS SHALL BE EMBEDDED AT LEAST 7" INTO CONCRETE OR 4 TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BY THE BUILDING EDGE W/ (2) -#5's MASONRY, AND SPACED NOT MORE THAN 4 FT APART THERE SHALL BE A INSPECTOR $ CONT HORIZ , TYP � ' MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR � ANCHOR STRAP LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH 5 EXPANSION BOLTS SHALL BE WEDGE TYPE "POWER" OR APPROVED ' � 1 1YPICAL THICKENED EDGE DETAIL SCALE 3/4" = 1 '-0 � END OF EACH PIECE A PROPERLY SIZED NUT AND WASHER SHALL BE EQUIVALENT MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NOTED S1 ; TIGHTENED ON EACH BOLT TO THE PLATE OTHERWISE I Cl I ,� � � � � �c,��''o �'��'��'i . � : o �•. � � C�. P �.:y . e • �u �+n � : '� ` : � ' Q �7'� • � I � � �' � oO � PRIMARY UNIT dp.6y�� :iv`� �p�•• . . . , � d' O O f` ; WATERPROOF MEMBRANE & O ( N � I� M FLASHING PER ARCH O O � � � ' PROVIDE 1 /2" TRTD PLYWOOD I m (� ' ALONG BOTTOM OF WALL (E)-EXTERIOR WALL BEYOND , 0 Z � � � 3" OF STONE & MORTAR � �- � = x � BED PER ARCH (E)-FLOOR JOISTS a � � I I PER PLAN � 6" CONC STRUCT SLAB (E)-PLYWD I W/ #4's @ 12" EA WAY � � 40'-0 ,� � PER PIAN SLOPE - - - - �" (Ej-I U N�YV1lu i' ' TO SLAB PER ARCH � 14�'3�� 4�-��� 2 -� PROVIDE (4)-#5's x 3'-6" I � J @ 10" O C (TWO EA SIDE OF WALL) � (E)-FTG C I - ° - +I _ a DOWEL NEW FTG TO � , STEP � � �_ � _ � _ � � � N � _ _ _ _ m 38'- 10 1 /2 U 3" CLR EXSTG FTG W/ (10)-#5 DWLS (E)-FTG , _ x 1 '-6" @ 10" O C DRIVEN � STEP }, 1 r � a _ (E)-TOW E -TOW = 47'-91 /2 E -TOW - 47'-91 /2 " INTO 5/8"0 x 4" HOLES ,TYP - - - - 1 ° � (E)-CRAWLSPACE (E)-TOF = 35'-0 _ FIVE EA SIDE OF WALL (E)-TOF = 35'-0 E -TOW = 35'-9 ; (E)-FTG (E)-TOF = 35'-0 � � ) (E)-FTG (E)-TOF = 29'-0 � � ° STEP T STEP � � � � � � �_ � 1 ±� 4�� FORM VOID LOCATED � o '- � — _._.... — � � - — — — -�-- — (E)_TOW = 33 10 1 /2 \ I � I I � I �„ i II , II�, !i;�;.�br� , ,fy ' , "�� '�, II � !!';;I, U' v #4 DWLS x , ��— o � �I�, u ,, , .,,,; � � n � II II I � ' I' � IIIII'Vol��i!��Il,l�ll�lllli ���� ' �I I NLY lYP a d �� - - - - - E TOF = 27 -0 II I i „ .' I " i i ',: � , , , , �i BELOW6 SLABO �' — — — — — — ���..�� i � , �p � i��� '' � � � � � ; � i � � � , I �� � , '� i � LJ LJ 1❑ � � � m i ,, � I i I ��ti, I.�U� i ��� ,,,i Ii i� ��l ��� ' I II �I � 16 O C — - - - — - - ����;���i � 'I I� � '� I�''�� � ii � I I � � I I Ill ��i II '� �� II Z � � � _ � � �. I' �I � �Ijlb,;�� I�IIP�pa� � I 'I�i� i��ii�i�+llll ,� , � ��,;���I �� ' — � 8" THICKENED SLAB EDGE W/ � a � � � I .ail'������� �� � I� � �I � � � �� ���II �� � I�I� I� �I �I'lllh � I,I�ili, �i n _ � r � � � ����I ��. � � �� I�, i„����Iti�`��I��II�IIIII , III�III��'IIIIII'li�i,� � � � I���� �� , E -TOW 38 -10 1 /2 � I � " I � �� � � � � I � �� � ,,il � �� � (2)-#5s CONT HORIZ , lYP = a 1 /2 EXPANSION _ � � \ . lill„�., � I � r Il�ilhi, i' � �'!i,i � � qii � II �;� � r v I � ' ,��IIII II', I� II � �I�I�� IIIdl�lli III� IIIII IIIIIIIII'�I��II'iIIII II�III�il�ii W o a � MATERIAL (E)-TOF 35'-0 3" CLR \ I � � I � � �� � I �I �I I I�I I � � � � '� ,: I � a � � � E -TOW = 33 -10 1 /2 I� II i � III I i� IIII, III � II '� � Il� i � 6i � � i I II \ I�I�I�!I �iiilll��i� � l�il li��ro� l�' �I ��li ii Ilil,ll II��I ili I U I �i I'�I 'I � ��i�u.� ii:.�iP' I I II I' � - FND WALL 4 -0 \ _ _ �_ . i �, � I �II I �, ��:,�.��� � II � �.. �,�, I� ;II I � I � �' �I W � E CONC _ I � � I �, I i Ii J I I C'9 i . � � i ',II �,• I � �� ' i� I I I�' II. � , i �� i, iuilill.. i �i � � �il �iidlP "i � lil, IJI �,� �I I il I%i I � 6' i i li I ' '� �I ' i I i I � ) � \ _ (E) TOF 25 0 \ � � I�I I � II� I I II �, � � � �� + #5 DWLS x � a � � � i � ; � q;i i;l, � ;�� ' I�.I� i, � � �, Z � _ i jII �;; , '� , n PROVIDE NVO ROWS #5 \\ E -TOF - 31 -0 I h �� ,r�� �,:I'I�;,,,� i , ,� � I � ;;IIII�I I P� u LL = I \ � � . ';�+il II i„� �� Il�n�n I�,' li �i Ilq � ,, , L � � �� � � �, � � @ E TOW 35 -9 °���i�i �II I,,,. �� ' , ,�;,,�i��� � 1� ;�' ��,. I�, �I��:''' — II 11 II � \ u 4 I II I I � 1 I' �I ��I III �I ��y.� lil� �� II IIIIII I I Ili �� I III II I I � I I �ilil , 16 OC ° DWLSx9 24 �_ �� , \ ;,;,� � il,i ;,: I� r °r �� � ill , 'I I � ' "",;,'li�i _ . �IV � I � !„,n � '4� I �i �,;I'�i 6 @ 19 9 \ � ,�u, �;;,. � � (BEND INTO a E -TOW - 33 -10 1 /2 \��� � ' i ,�,�Ji���ilQ�'�,�I'q�'i��u;',I,�J, � ,iil,l,i,�,; , ��I,. , I�I ''i'.' ; il' (� ; (STAGGERED) DRIVEN , � � 'I' I i � �i, l II, �V �P�', ;�'��°�„��� II 'I �� WALL) a = INTO 5 8"0 x 4" HOLES TYP ( E -TOW = 47 -91 /2 � O _ \ j ,,,��,;�� ;�Ii�ll�ii,' ',' �b,� °i�''I '' I'i��lj''I�I'I� �' ,, ,!;I,,� i , IIIJllllll,ll E -TOF 31 -0 p;rl � r i � � � II� I! �illl �il'i I � ;' �di 'I I II II il " lu ii' o / � E TOF = 36'-0 � � �.. �.. ...— .� _ _ _ � I III I I� Illl��i;l�,, , � I �, � I II I I I I '' I ' I ��I � i Z � � ; i r";,.,,, • � � � � � �� ill �� ,� �:. �,�;�,, �i � ��, � � IIIII III� ��� �II W a d I_ II _ IIII I� I I dW I i I i ' i O T I ��, I, i I I I i i 'i � E TOF - 27 0 � I, . � � �d � il�il I I � I 1 6 �-- ---� i i., � �� m I iii � , I�'��� � i I il , � � � il ii •', "' ��„��I�il� ��I�'�Io�,P„ Ilii �I9I�IIIIuIIIi I I � � J� ' h J I Ili JI MATCH EXSTG � \ , (N)-BOW TO MATCH (E)-TOF � ° 04-16-10 � 2 � I r� � r � \ '� � (E)-FTG E -TOW = 38'-101 /2 LJ LJ I a o S1 \ E -TOF = 33'-0 (E)-FTG � , a •a cv A STEP � � STEP � 5'-0" � � � - ___._. � � ___._ _._._ (E)-TOF = 33'-0 i PERIMETER DRAIN PER 1 �'4�� (E)-CONC FTG I GEOTECHNICAL ENG I � 3" CLR � �� _ _ _ _ _ ; 03- 15-10 � � � — � � -u � _ _ _ _ _ � (E)-FTG � I �� _ — � STEP J DOWEL NEW FTG TO — � (E)-TOW = 33'-10 1 /2 ' 3 SCALE 3/4" = 1 '-0 � � N � I� �I x 2S4" @ 10" O C ( D V DWLS 11 '-5�" (VIF) � �_9�� _ _ _ (E)-TOF = 27'-0 � S2 ( _ u N ��� _ � INTO 5/8"f1J x 4" HOLES,TYP _ � DOWEL NEW FTG TO EXSTG (� FTG W/ (3)-#5 DWLS x 2 -1 II I � � --r� , „ @ 8" O C DRIVEN INTO 5/8" � �� LJ � 1 L -� 1 -8 � x 4" HOLES,TYP (E)-FTG � ' 03-15- 10 I - - � '� DOWEL NEW FTG TO STEP __ � U 2 PROVIDE (3) -#5's x � � EXSTG FTG W/ (4)-#5 DWLS PROVIDE (3) -#5's x _ ,_ E -TOW = 33'-10 1 /2 I� i � 4'-6" @ 10" O C x 1 '-9" @ 10" O C DRIVEN 1 '-3" @ 9" O C (E)-TOF - 35'-0 i 1� BASE R �, E � I „ „ �,P (E)-TOF = 33'-0 (E)-TOF = 31 '-0 (E) -TOF = 313 0 0 1 /2 (E) -TOF = 29'-0 > � T i � S2 INTO 5/8 (11 x 4 riOLES , � � , (REFER TO SCHEDULE cs` I � 02-24-10 - M i ' ON SHEET S1 ) ON 1 " SHIM �,o E -TOW = 40'-0 ° ❑ OWEL NEW FTG TO � — — — — — — — — — � c!� (E) -TOF = 36'-0 I `'' - EXSTG FTG W/ #5 DWLS ❑� ��� ❑� ❑� —� � ' ` IJJ (� 1 " TS COL PER PLAN & NON-SHRINK GROUT — _ � x 11 " @ 16" O C DRIVEN � _f � _f ,� � _- -- I ---- ____ ____ ___._ __.._ ..T__ _____ U Q � N � � INTO 5/8"f11 x 4" HOLES ,TYP � � � 021710 1 (E)-PLYWD `� � DOWEL NEW WALL TO EXSTG �� "� L 02 17 10 �E�_FTG Z J � ; j W/ #5 DWLS x1 '-6" DRIVEN INTO 2'6O@ O( 0 C5 S �` 39'-3 STEP ' ' t � �� 1 (E)-CONC SIAB � _ _\` _ PER PLAN c��,o 5/8"QJ x 4" HOLES @ 12" ALONG E -TOW = 40'-0 1 �_p�� Z (V W/ ARCH ) N -TOW = 38'- 1 W O � (E)-TO PLYWD � � INDICATES � N)-TOW = 47'-91 /2 „ VERT LENGTH OF WALL, �- � �'P E -TOL = 38 7 N -TO SLAB `� THICKENED EDGE � � (N)-TOF = 34 -7 J � O � PER PLAN ° o MATCH EXSTG r3so (E)-TOF = 36�-0 I PROVIDE (2)-CONT �� ,- - _ _ I_ _ � U c� (N)-BOW = 43 9 1 /2 - - � � E TOW 35'-9 E TOW - 33 0 I r �1 W U � (E) TO SLAB a � �'� ' �� #5's @ 10" O C � , -- - r , E -TOFI= 348 7 I a a (E)-TOF = 31 '-0 (E)-TOF = 29'-0 �•� J U � � — - - Q`� 1 I DOWEL NEW WALL TO EXSTG � - - _ � PROVIDE (1 )-CONT #5 W J � � (E)-FLOOR JOISTS 3 � S2 W/ #5 DWLS x1 '-6" DRIVEN INTO I � � w c� � I � Z � — I I 5/8"f11 x 4" HOLES @ 12" ALONG � a o� 3 � (E)-FfG � � Q ° PER PLAN S1 ^ INDICATES EXISTING � � O Q i � a (E) -CRAWLSPACE NOTE SPECIAL INSPECTION OF STEP IN CONCRETE SLAB , TYP VERT LENGTH OF WALL � I � � S2 I STEP � _ \ (E)-CONC FND WALL I I HELICAL PIER INSTALLATION I (fHREE MIN ) ,TYP a E -TOW = 35'-9 O Q O � � ° D O W E L N E W F T G T O S H A L L B E P E R F O R M E D B Y (N)-T O W = 3 8'-6 _ (E)-T O F = 3 3'-0 z � � I � I EXSTG FfG W/ (8)- #5 DWLS LOCATION OF PIER GEOTECHNICAL ENGINEER ON DOWEL NEW FTG TO MATCH EXSTG � � W � E -CONC FTG x 2'-4" @ 10" O C DRIVEN IS TO BE AS CLOSE TO RECORD � I EXSTG FTG W/ (3)-#5 � i � ) a EDGE OF EXSTG FTG (N)-TOF = 34'-7 ° INTO 5/8"P1 x 4" HOLES,TYP � DWLS x1 '-6" DRIVEN INTO � �n (MATCH EXSTG ) � r, -TOW = 38'-7 � � � � �— 1 p a`� AS POSSIBLE DOWEL NEW FTG TO I I 5/8"QJ x 4" HOLES,TYP / - - I (E)-TOF = 33'-0 I PROVIDE (3)-#5's x EXSTG FTG W/ #5 DWLS N � = O � O ��' ( ° I 4'-6" @ 10" O C E -TO = 47'-9 1 /2 x 1 '- 1 " @ 12" O C DRIVEN � T / �` . `` � � _ � N -TOW = 39'-3 ST) EP G I � � � � a INTO 5/8 0 x 4 HOLES ,TYP � � I (N)-TOF = 34 -7 i (E)-TOF = 36'-0 _ // CV — — N (MATCH EXSTG ) � _ _ _ _ _ � , MATCH EXSTG a � � � — — — � � � (N)-TOF ° ° a = � � � ` O � o �n � 2'-2" - -��..��� 2�_2�� ' o a d d Q � (E)-FTG E -TOW = 38'-7 E -TOW = 35'-9 ' STEP (E)-TOF = 34'-7 � " CONCRETE SLAB ON 4" VOID (E)-TOF = 33'-0 � � � , � a , ° "' `T" �_ 4 FORM & 4" CLEAN GRAVEL BASE INDICATES EXISTING N -TOW = 39 3 S1 � PER ARCH � 1 '-4" 2'-2" CONCRETE FOUNDATION , TYP (N)-TOF = 34'-7 � I (N)-TO SLAB ON UNDISTURBED GRADE OR , 3 6 (MATCH EXSTG ) I � COMPACTED STRUCTURAL FILL VERIFYALL PER SOILS ENGINEER ' INDICATES EXISTING � N -TOW = 38'-2 1 /2 I DIMENSIONS W/ � REINFORCE SLAB #4 REBAR @ , 2 SCALE 3/4" = 1 '-0 CONCRETE FOOTING , TYP � (N)-TOF = 34'-7 I ARCH PRIOR TO � 12" 0 C THROUGHOUT S2 I (MATCH EXSTG ) � CONSTRUCTION � ' E -TOW = 40'-0 / VERIFY IN FIELD I � HELICAL PIER DESIGN SCHEDULE ; � � (E)-TOF = 36'-0 � THAT 48" FROST / ! � j �� MAIN A NED � UNFACTORED DESIGN LOAD 0 TO 10 K � A D D N E W 2 x 6 S T U D T O I ; � � S Q U A R E S H A F T S I Z E 1 1 /2" EA EXSTG STUD , � � � TUBE STEEL CAP SLEEVE 2"x2"x3/16"x0'-4 i @16 OC � I; (E)-PLYVVD � — � � � ,, (E)-CONC SLAB � � STEEL CAP f� 3/8"x2"x0'-4" P R O J E C T 0111 -09 ,; _ � PER PtAN � � � � BONDING STEEL (GRADE 40) (2) - #5's W/ 1 '-0 D R A W N B Y JPL { � � (E)-TO PLYWD � � PER PLAN JJ � � � / � WELDED TO TS SLEEVE MIN DEVELOPMEN REVIEWED BY JPL I (E)-TO SLAB a a _ _ � D A T E • PER 01 14 10 � a 3 8�' 1 11 � / / / Si E! - - - , � � ISOLATED SPREAD FOOTING SCHEDULE R E V I S I 0 N S � �� � (E)-FLOOR JOISTS ( i � VERIFY ALL DIM . W/ EXSTG . REVISED 01 28 10 � a PER PtAN � � � INDICATES �gEL DIMENSIONS REINFORCING CONDITIONS & ARCH . PLANS i A 2 -0 x 2 -0 x 1 0 3 - # 5 s x 1 6 EA . WAY REVISED 02 1710 `I (E)-CONC FND WALL I a � (E) -CRAWLSPACE ( / � / THICKENED REVISED 02 2410 ;� I DOWEL NEW FfG TO � EDGE REF TO ' I a EXSTG FTG W/ #5 DWLS ( i � DETAIL 1 /S1 , TYP � I x 1 '-1 " @ 12" O C DRIVEN i � / � (E)-CONC FTG ' a INTO 5/8"0 x 4" HOLES,IYP I � � � � / / F O U N DAT I O N P LA SCALE 1 /4" = 1 '-0 Ia � / 5 CONCRETE SLAB ON 4 CLEAN '�' I PROVIDE (2)-CONT - - � � GRAVEL BASE ON UNDISTURBED N , r #5's @ 10" O C I � � GRADE OR COMPACTED PLAN NOTES � 1 NEW CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE FOU N DATI ON I a I / STRUCTURAL FILL PER SOILS 2 NEW CONCRETE WALLS ARE 8" THICK UNLESS NOTED OTHERWISE � a I I � � / WI HI #3 REBAR @ 6C0 C OR 3 NEW CONCRETE FOOTINGS ARE 8" THICK AND 1 -4" WIDE UNLESS NOTED OTHERWISE P LAN & D ETAI LS , MATCH EXSTG a I � 4 CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING (N)-TOF ° ° a Q - ( 6x6-W2 5xW2 5 WELDED WIRE , Q � � � � 5 STEPS IN TOP OF FOUNDATION WALL ARE INDICATED � �I o � FABRIC THROUGHOUT PROVIDE 6 E EXISTING FOUNDATION INDICATED AS THUS ( - - - - ) (N)-NEW FOUNDATION INDICATED AS THUS ( ) ',� .- _ I � � � 1 DEEP SAWN OR TOOLED O IND C CE SCH �i _ � °' ° a a, d "' � � � CONTROL JOINTS AT 12'-0" g X IPS INDICATES UNFACTORED DESIGN LOAD ON EACH HELICAL PIER INSTALLER TO USE A FACTOR OF SAFETY j � 1 '-4" 1 '-0" ( I I _ � � � � MAXIMUM SPACING EACH WAY RECOMMENDED BY MANUFACTURER BUT N T LESS THAN 2 0 � � _ 2, 4„ L- - - - 9 D A I A L IMEN I I N I � I i , � 1 SCALE 3/4" = 1 '-0 � , S2 , , , � _ _ - - i i 0,,.. b,� ��. . o •:�tii� �e' �':� �, � ' ° ' ; �u N. � � - ''� � o : °- � . z � p ' '�� '� I , / \ 1 / / \ \ PRIMARY UNIT 6dOjOj'�� k�'� / \ ; — — — — — — — — — — — — — — — — — — — — �. �... 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I il IIII'Iji'I IIII ',� LVLs PER PLAN W/ N -3/4 T&G PLYWD r- I (E - STEP IN LYWOOD �' � + !il!I!��I�i;l�,°;�;,.,;:du�,;ll,�l�� �,�, � � „ iII� � �I��, I �II / � u i n � � X r' � Illl��,i li�il i.� Ip � ili �,!i�i�'�illl,l I ��I������i � II � I I I � �i I li, � �Ip�l�,ll':I V 1 /2 0 T B s@ 24 O C I � I � \ �, Ilil �� '' � ��, ,;; ��;;; �� I�� � � II i�' ,�!,i � „ y „�'� ! = c� N i (E) - (3) - x 12 � � �i�' i,l � lll I I � Illllil',lii�' ,!I�,p��i�� i I ,I� I;�.��I���' I � I��ii��!II�I - STAGGERED c�'i � r �� � � 1— �— � II II II � y;,, �J u ,� 4 , " ,, I I �II i Z { � � PER PLAN �.,� x I � I � � I I � ���il�li!�III I IIIui i��I,;� !I fIiI�I,III•� � �IIII�I�,II ��;I' i!II:i I'�� II I I (N)-TOPLYWD , � I I \\� N I , ii . u���I � II ��I�Ii � � : �� IIIIIh� � � ,, I� JIIII � W � � 0 o W ()- O PL D � —____ — — _ _ (E) - (3) - � x 12 �_ CONT I OD TYP • • �D TYP � � w I �1 � TI TII �� I I � I I _ � � E) - STEP I PLYW00 I _ _ _ _ J � _ — — r � JOISTS PER PLAN � I � ► � � � � � N I %¢ PROVID I-J01 TS B KG X � �� �� (E - 3) 2 x 1 ,��,,, �,���,� �,��,,,�,��— I � � 3 SCALE 3/4" = 1 '-0 - , B N J ISTS UND�R ST�JD I N ( � D) ./� ��f/�/I1/��l//�1�� l/���."'iGa"'/.1/%%%� .�Gi�ll/f// � �l//fO�I/���/� � �E�3) � 12 � � � ''�' � P�K F�OM A�OVE ^ �� �_-�-��%� � � � � � � � S3 I I ^ T I r � N Z I 35� I � N I �L ,� �� � � �_ �— N �i � I X I O I X I � (E) O PLYWD � � _ 2 x 2' s @ 16" O C � � �I N N N v � � 1❑ ^ � � I r I � I � (E - ST P IN LYW OD i W ! 3/16 �� ��� � w I " _ 3 '�x6 � I V x '; � I I O � 3�" „ � ,� Nl l �_ � N " I � _}___� ' ' I � � T I _ 1 � (I � 03-15-10 0 0 w I I � � - (3 -2x1 � � ��_� �—�- � , r � I — I � �� � � ��— W � rR I �a I (E) TO PLYWD ._._._. _..._ � _.... ..._. — — � � �- — — � V i T � (E) - 2 x 12's � 16" O C N (E) - (3)-2x12, ` ,�E) - (3)-2x12 _ (E) - (3) -2x12 , . � a '�' ._,a o O _ 02-24-10 N �. / \ !� � — — — — — � � � � a � r � -1 - 1 �, � I I � ' f I �, i v � � � I--- � I T 03 5 0 � ?. �, 'X � ,..� — — — � � O � { a � clu u W I � � � � \` � I X � �/ \� � w I � Jd I I a �, � � � � -{— o — — — L � Q � � T � � a ( l � (E) (3)�2 x 12 (FI�USH) —� r _ _ ` '_ — — — � E ( n � W U v j I I �=1v L , � M � —(p — — - - � I v J � = v � w �! ---�, ,- - - Wn v � -� ; � a ��� � -- � 36 - 101 /2 LL z Q — , STL BM s PER PLAN W/ � ' I ° a I 2x BM FLANGE WIDTH TS COL PER PLAN INDICATES NEW I (E) O P YWD - - I — � (E) -TO PLYWD _ _ w � � � O 0 T DRIVE PINNED TO CONCRETE FOUNDATION , TYP _ � _ � _N _ _ _ Z � O I � � ; STL @ 16" EXTERIOR WALL � , j (N)-3/4" T&G PLYWD 1 /4" FITTED WEB STIFFENERS : w � � (ONE EA SIDE) � � � _W — — — — — � I--- � � � JOISTS NOT SHOWN / ^ ' FOR CLARITY g�� / = O O � � i ; N T O PLYVVD ( � I — — — — — — — � I � � � ) / � � — — — — — � PER PLAN I — — — — � � 14" � 6�� r , (N)-TO STL _� — — L L— A l � � � -_ — — — — — PER PLAN � (E)-TOW � � I 0 a a a IPROVIDE SOLID 6" x BM I I CONT SOLID RIM �� i WIDTH SHIMS AS REQ � � ON 1 " MIN SHIM & NON- � I PER PLAN I �� �� SHRINK GROUT ° INDICATES EXISTING I I ° I BRG F� 5/8"x6"x BM BUILDING , TYP � 6" (E)-CONC FND WALL �� � � a WIDTH W/ (2)- 1 /2" P1 T B 's ` {� 1 /2" BENT fex DIM � (ONE EA SIDE OF WEB) � � � W/ (2)-5/8" !� x6" I I INDICATES EXISTING = � ; CONCRETE FOUNDATION , TYP � i EXP ANCH � � , � � , PROJECT 0111 -09 � � � r � � < � DRAWN BY JPL , 2 SCALE 3/4" = 1 '-0 REVIEWED BY P � S3 D A T E PERMIT 01 14 10 � MAIN LEVEL FLOOR FRAMI �IG PLAN SCALE „4�� - , �-o REVISIONS � STL BM's PER PLAN W/ (N)-3/4" T&G PLYWD N REVISED 01 28 10 2x BM FLANGE WIDTH REVISED 02 17 10 I DRIVE PINNED TO JOISTS NOT SHOWN PLAN NOTES REVISED 02 24 10 � STL @ 16" FOR CLARITY 1 NEW FLOOR BEAMS ARE DROPPED FRAMED UNLESS NOTED "FLUSH" ; 2 NEW POSTS CONTINUOUS BELOW ARE INDICATED � NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED � � PER PLAN 3 EXSTG POSTS CONTINUOUS BELOW ARE INDICATED �a EXSTG POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED LJ � (N)-TO PLYWD 4 (E)- EXISTING FRAMING INDICATED AS THUS (— - - - ) (N)-NEW FRAMING INDICATED AS THUS ( ) � 1 '-0"� 1 � 6 N❑UMBER OF STUDS INDICA ED ON PLAN OR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KINGSTUDS MAI N FLOO R t , 7 DO NOT SCALE DRAWINGS ; FRAMING PLAN & � — O-�TOW N '` D ETA I LS � � � (E)- CONC FNDTN WALL � � BRG R 5/8"x6"x1 '-0" PROVIDE SOLID 6" x BM ' (2)-1 /2" fd x 6" EXP ANCH 's WIDTH SHIMS AS REQ � ON 1 " MIN SHIM & NON- WELDED TOGETHER W/ SHRINK GROUT 3/16" x 1 /2" LONG TACK WELDS 1 SCALE 3/4" = 1 '-0 S3 � i � � i (E)-3/4" T&G PLYWD (E)-2x12's @ 16" O C c.,� • ••• • • •�.`� /\ � . � ' `4� . � PER PLAN � `. �:u, � a � (E)-TO PLYWD �� � _ _ — ���-_ �r , / \ � � ; � � :o ; � � �� / ♦ °06'•'�y .� � • / � d':y�'al •��. � I �I _ _ VI� / � � , PRIMARY UNIT O�Oj' ' ' � � I (N)-STL BM PER PLAN W/ - - (E)-2xBRG WALL / ` i — � - - - - - - - - - - �,,. / \ I 2x BM WIDTH DRIVE P�NNED I � � � � � � / \ TO TOP FLANGE @ 16" O C I � (2) -1 /2" flJ x4" LAGS THROUGH ( � / , (N)-STUD PACK PER PLAN BOT FLANGE OF STL BM � \ � / `�.. � d' CNO � C'7 I � � / / \ � N � I� M 6 SCALE 3/4" = 1 '-0 I � X S4 � / \ � � � � � � � � � m V O O �,, / ♦ STL BM's PER PLAN W/ I `, � � , � Z � � 2x BM FIANGE WIDTH � � DRIVE PINNED TO (E)-3/4" T&G PLYWD � '� / � ``� �' � _ / > �� \ STL @ 16 JOISTS NOT SHOWN I � / \ � a V' \ �� 1� FOR CLARITY i INDICATES EXISTING DECK � � / / � � ,� PER PLAN I BELOW \ — — (N)-TO PLYWD — — ��� — � _ / ` �`.., � � PER PLAN � PACK CANT END OF WEB SOLID � �' / \ �., \ �` �������� ( c� .=K., � I � (N)-TOSTL & BOLTW/ TWOROWSOF5/8��� �- - - - - - ..._ ..._ r � - - - - - - � - - - - - - � _... ..._ ...._ - - - -- - - --- - - -� � ,�. \ ``' /- � T T � I � �.� .�... _...._ . �` � � �- � , INDICATES CONT 1 1 /8x11 1 /4 T B 's @ 12" O C (STAGGERED) �� � \, � � — — S3 � LSL VERSA STRAND RIM-BOARD ��,��o I�, � j - - � � `� �„ j � � �� p �; _' �- � ' ( I � I j � � � � � � � � � � � � � -.;� / • - (E) (2)-2x12 _ _ � _ _ _ _ _ _ — — — — — �\ IF FIELD WELDING IS � I I � � � � � � ���-`' i SUBSTITUTED INSTEAD � � � � I / � � � -f-� � -1--� � � 4 NP _ � i / � , �I I � OF BOLTED CONNECTION � � f � � ` I I I � I 3/16 co Z � � �L1 z� �5 LOCAL BUILDING OFFICIALS � � � I I � � � I � � � CONN I c%� ¢ � � � �\ Q 1' MAY REQUIRE WELD f �� � ��,�„�; ,,,r �iru� ���"„" STL BUCKET I (E)-2x6 NON-BRG WALL v I � ` � ` vI I � INSPECTION , TYP I I �J ' ` � — � — + - - ---� I I � I�, � � 0 I ^� � i �!II�II Ii��I!!I;I��'�;!�;il;il�lli�l� , Ijllll � i I� (� 1 /4" FITTED SIDE F�S , (2)-1 /4 x 1 7/8 LVL — — — '�7' '7�'' — — T�{-�— — � -rr — — T � —� — -Tr — ' -. ..._. , — — — I }- ---� I — — � I I � � iii h��lli;�!��I!'il Vd�ll;� i'' I�„I'� � ' lilli� � II ��I�j�'', n � Y �i — J ._.L — j�j , — _..._ .{— � �. � .LL_. _ ...... j — — 'L— — � — — — _.__ � ....... .._ � --I ...._. � I � �„III �II�I��� III� II ili�l � III�Ii��6�ili�I����i�il',li�ll IIIIIII��� II�IIIIII� I li Illtllj � i W/ (1 )-3/4 0 T B = ¢ T ` II I,�I --� � � — �� � � � � ���� I -'1 -� � i � ,;�.I.,;,�::,,I,I;�,�II ,..I,;� li �,,,�,� , �, ��, �, �,; I II Il�p III I I� _ I II II I � � I I � I I I � I II'ii,l�li'^�'.I'�I lli�l j..i' I II � 'n ��i�ir li I I �' �J \ F 1 � ' I � I � �� ..— � � I �ilull� l,���in.��,l��,' I •I�Illi � i�i 'II'll�'�II�I 'I'� �� �h�� �l;lilill i i�� ' � BRG R 1 /2 x 4 x M O � � �� I I I I � I Il�li.ii�ijl�'��7'lu�i�dlbll�il� dl:� IIIIIII�I � � �iii���l��l�l,�l�i�l�ylllll , 3___�� I I � BM WIDTH � PR VIDE WEB TIFF N R = � C I I � ,;, � ;�,,,,,�,,,, , , ;,,," i r ao 4 � � � II I �,,�� i,;�!!''�i;ll!Ill,illll� ��,, �� „ 'Il �y 'I, I'� '!�Il�ll�lj�� �l';i ' i �� �,Ii � -' EARI P ANT � � G f� I � II�"r�,d ��ii��F.��:;;�ii� ��I� �i�l I� � III'iIIP �IIII��IIIIII�iI�ll� 61,i 'I II IIiIIII�IIIIIiIIIIII��I��lu' �hilill III' IiJI �III '' �I I I � I �i � � ��i , I w @ � @ S4 `f" ( II i l�i� '��, ,II� I'�I��1� 4:r� � ! �I,i,illll i�r,�, lj'I � II li i � � ,i I� I�I, II��I� III p;,l� .� qllll'�'iu�'�I � '' W � � � I I � �v �— Illli�lllllli�ll�ll�l�iil�l���; i��lii'� �Illll �lli "I IIII'Ijliilll�� ll II I� I Illllllilllilllllll !�' Ilu 'Il �illiii; rlll� T � !� 'IIIiI,I�IIIIi,�'i� �ifll� llllll��'�Ii�li� 611III�II�II4II I IIIIInfq � li IIIIIII� ��l l I � Illiii�I,illilil� I� I�� ��liil � I II _ 1 _ � � I � i�li��l��,i� 5„����Illill�llllll I,14� e1.'llllillll�llllli �lllil I �III I'lll��llllil II i ��l Ilil�lll�lll�llollilllllll�llllllllll I I'llllil�ll�11!��',II � � 5 SCALE 3/4 - 1 -0 o ao E 49'-1 � � . , � I i ,; � �,�� �'iiill� l'il''lllll,lll�l�"� ;�p','� IIP�'P �IIIII''� I� � ""`�.,' i;���l�l,lll 'lli �, 'li,l ; ��i�l, ' ,� I � � I v � ( I �\ � _ I �I I �I 'llllll I � Illl�jll��,��d�'I�il,'i�lll�'ll�ll�illllillll�l' �'ry �� lil��ii � , � � dl�lll�l�lll�ill� l���� l '�,I �� ' ' ��I � i S4 � r� �7 0� 1710 �E) T PL D � � (E) 2 12 12 O C` , ii�ill'Iil Il, �� i �i, l,�i �� �llilr , , ' � ��i�l �, l��,l,i^ �''�� i �ll !� � i �,,� �, � ���II,I '� �� , _ I QG / � � 1 q I � � I "� I �I IIII I II I Illll�ih� �ibni' i�II Illllll�l ��p 'I ql� lil�lll� �II I � I ' �"� d'�I''i II'lll�lllll�ll - BR WALL I I � � � �^� �iI III I I� IiI I �II �III V ���,IV 'i � ���'�!'�I�'�III'��;yl�,�n,�,, � �I;iIqII,II�IIipl� h � �l � ��I�� '�� �I� '�dItlIIII STL BM PER PLAN W/ 2x (E) 2x6 G x � �n I ! �' pl � I I iI i � I �Il� i �; iipi , , � � �, � � ;� i� �u � 19I��u �l,„�i^ ;,, „ ' � I I I ;III � I� I Ilil �I� ' II IIIII�� � I � IIIIIIIiaili1' J�II'�IIiIII �iiill� lill�Illliili�l� �'�Ilili� l � l� lllil '�� I�u�l � I BM FLANGE WIDTH PLANED I I � � I II� i IIIIJII I I �� ^ ��i � ll�ll�� u;I� � .:,� � �, � III � I JiI, JIIiiI;tl��i,i ��� IIVIiI�i � hhli � o � � � � III, l i I �� , I�Irl;l�,ll,l �,l�l � I II I I V �� � � � � ,I , �,�� � i � l� ul l�l r�l; �,1�� ��l � � � i� , � vli l l' vl��� l,l I DOWN T0 1 5 16" DRIVE T 9'-1 X � � � I� �Ill�li' lili ! , , � I'I � , ' , ul P'i��l'��I � ', ��, � �I,i; i � �l � ' I, �n ,il ,�� �;, i� � , „ � � � , ,;� ���;'�I�� I�� �� Z / u � ( �e�lllil��l�ll�l'i, lill,llll', Ildlllll� � illlllll II� �I � I ' I,il��,'I JiIIiIIIII�III� �II ��II� IIIiiI�il,ijiiY' �� ,�� I� ',��� I�j�ill��ll�ll i �� (E) -3/4 T&G PLYWD `3 I _ I I i ' ����iiIIIIIIIIIiI�Ilfiiill�Illiil�l�il 'ilil, l�ll li I III��I�iIIIII�,Pq il� �, llllllilli�ll I,illlll� ll'o��ll li� i II i IIII� �IIi�iIl�Illll��il PINNED TO STL @ 16 � N) T PL D � � �� I i , , � i�,��'��;� �I;��� ���m��lOI�IIIp,�� �, , ; I� IIIII ,r � �Il �l � �lll „ � ,, , ; � � ��I w � g3 � AT H EX TG ° f (E) - x 12 16 O C � �` �' � , � � ; � � � � ; � - � � � --� � -�- I � I E -�TO PLYWD ` ° _ ` — — � O � � � �` ( I � � � � ) �j- � � N -L V L H E A D E R 1�� PER PLAN CAN � � (4 • 1 3/4 x 1 7/8 L L � � � `�t - 0 1810 I � � � i PER PLAN (NOTCH 14 � (N)-TO STL i D lYP ( i �1 I i � OVER BRG R) T JOISTS NOT SHOWN I � _ P OVI E I-J ISTS BLKG _ � `� _ FOR CLARITY II 1- — — � � �I PaCK PROM 'BOV'E�� �%�I��J���J��l����� I ��% I �����,��, �����,� .'l ,����,���,��� T �� � � � � � _ I �� �� I i Typ p 1 /4" FITfED WEB STIFFENERS � T J c�- �j-�O �'�/�'/%'�/J�/�%l�Oi�jJ/��''�/�%''//X�/���/�G��/1����������/��/��%�i�f/ � /�//'�/1/" �E) - (2) � 2 x 1 � I — � - - - - —(E) 5 1 /IB �16 1 /� �� � . I 3/16" � ,�„ (ONE EA SIDE) 02 17 10 p P ^ T �1 � ,��'�� � � T _ (� r� � � Q vT �� �, IT � � �� _ (E) 2 12 12 OC i CAP 5 8"x5 1 2"x BM CAN � , W 1 x 3 8' - 10 3/ ' � � Z X \ \ x I � ; � , ' � � 1 ��� WID H W/ (2)- 1 /2° 0 T B 's i Q P � " (E) - 2 - x 2 I N T , I ^ \ � \ i I �� �, r` � � W U (ONE EA SIDE OF WEB) � � �J�� � � v C1 X � , I SOTLCBUCKET ��� ��� � � g\'� ;1�� ,2�"� i � � ( I ., 0315� 10 +D� � � � I ,�; � � I � O r _ 1 /4" SIDE f�''s 3/16" FULL RETURNS � I I S �+`�} �1 �1 _ .�_ .— _.... �. — - - � � w \`31 � j � � ti � g � � � � � � \ \ — � rI� \ � � I . � I I I M _ W/ (1 )-5/8° 0 T B I � _ _ � � ^ (- -1 r � � �.... � �.. �. T � r _.,, �. T � �E�� �12f— I � —I � �. �`f I(2) -.� x 1 (E)- ( )-2x1 (FLUSH) I , E) - (3) �? x 2 � , � — ,, + --+= —± --� __ --� .� _ -�= %�--�� � � � u'"i � BRG f� 1 /2 x3 xBM WIDTH � � � ,r � - - - � _ � - - - - - - -- d- - --��'� - - - - - � — �- ( ' � TS COL PER PLAN p P � L 1 � ,� , 2� IE t� � � ` J ' i � I �����, ' ' C � ' �� ,� i i I � � � � � � 1� 51� .�l � � � � z EXTERIOR WALL BEYOND I � I � _ - -- — — — ' _ J f +62 � � � � � i � � II I � � � J �'� /� � 49'-1 ��o /2 � � .x` � _ ( ( � j W = � I I I � (N)-T PL D �,1 �cJ � f � �� ,�� cn I � � r 1 O � 4 SCALE 3/4" = 1 '-0 r " 02 24-1 MAT�H EX�TG � �1 `'+a, � � ; : � �` •. � � I I°' � � V � O P 1 � I , I I ' � .� �� I ; ' �' t� ,, r � ; ��� ��� I- w U l s4 � '— I� �f % � — — — % ' - - - ` f _ _ _ �� � — — — — — — — — — — (f� U` — � — ., _.. T ..- - J � J- r,L � � _ _ _..._ �E) - (3) - 2x12 (VIF) � �' `� � I I Q � r— � I STL BM's PER PLAN W/ �c � � l I �� � �� � /i i � F�, I � v � � , � w � Q _ j BM FLANGE WIDTH PLANED PROVIDE CRAWL SPACE (E - 14 T I s @ 16 O C I f l � � � J � � � z ' DOWN TO 1 5/16" DRIVE 6' � � c'.� � � � � � � ; PINNED TO STL @ 16" ACCESS PER ARCH , j I � € 6' � � w_ II , �v � I � \ � � (N) (3) - 1 �/� 11 1 4 LV � � � O Q i i (N)-3/4 T&G PLYWD INDICATES CONT 49�_ � �,( � r O P ( � _ _ _ _ _ _ _ _ � � I � Z _ O PER PLAN L 1L VER9 I STR�AND RIM-BOARD � (E)-TO PLYWD Z 2,�.6 j � �� � I I � v J r— j (N) TO PLYWD S � o ( � � PER PLAN � � (N) - 2 x 12 s@ 16° C � � / � (E) - 2 x 12� s @ 12" O � � I m � � � �1 � (N)-TO STL � � ^ � � / / ( r LL� � � � I � (E) - 6 3/4" x 24" G L (VIF w � J / � � i r = O � � - E _ � o � JOISTS NOT SHOWN , � � � � ) (S� 2ks / I �, I � 1 ��� FOR CLARITY � I� LO�ATE POST FRO ABOVE � � � � T � � /F) / / � � I � >"- � � � TO EAR ON O-GL lAM EAM ��/,,/ � / � � I I � Q C A P F C. 5/8"x 5 1 /2"x B M � � � � �/� � ; WIDTH W/ (2)- 1 /2F WEB S � � — O P — / / �— + — — + — + I � � O � (ONE EA SIDE O ) � I _ �� � �� � (NFLUSH 12 � I � ��� � I � � I � � � , (E 14 T Is @ 16 0 � � INDICATES CONT 1 1 /8x11 1 /4 INDICATES EXISTING � � TS COL PER PLAN ROOF , TYP � LSL VERSA S;RAND RIM-BOARD 3 SCALE 3/4" = 1 '-0 I ! � � 03 1610 S4 INDICATES EXISTING �,� � ; � NOT SIHOWNOFOR CIARITY B�M �P c = 6�\� 6�\� � � INDICATES EXISTING STL BM PER PLAN W/ 2x BM ��,1� `�1'� I �� BUILDING , T"P I WIDTH DRIVE PINNED TO TOP 0 CONNECTION �1 �� ; FLANGE @ 16" O C (2x NOT � L 4x4x1 /4x0'-5 1 /2 W/ (2)- INDICATES EXISTING SHOWN) 3/4 P1 T B s � I (E) - (3) - 1 3/4 x 14 L (D OPP�D) (VI �) _ . POST TYP � INDICATES EXISTING — L ���+ ��� � , fi � / � � PER PLAN T PER PLAN CONCRETE FOUNDATION , TYP I ' � (N)-TO STL N� (N)-TO STL � � � � � � � � E_ � i I PROJECT 0111 -09 � � _ I - J--� � � �� (E�_3 1y8 x 1 G L I(DRO PED �� f � �=r� — 2" RETURNS � � � � �� � REV E ED BY JPL { � � a�� �.au� 3/16�� \ � T y/ 1 � `\ �F �� � D A T E P E R M I T 0 1 1 4 1 0 i � 2 SCALE 3/4" = 1 '-0 \ \ \j�� ���� R E V I S I O N S � s 4 �r� \�� REVISED 01 28 10 , j �� , L O W E R R O O F / U P P E R L E V E L REVISED 0217 10 �p c o r v N \ � �`/ REVISED 02 24 10 STL BUCKET , �, ! F L O O R F R A M I N G P L A N �� _ �_ 1 /4 F I T T E D S I D E f t s SCALE 1 /4 — 1 0 � I � BRG ) f�„/1 /2� x4 xBM WIDTH _ \ v / �� �� ' v L WER ROOF I „ „ PLAN NOTES O / �. 1 NEW FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED DROPPED I �- (N)-3/4" T&G PLYWD „ �� �� � PER PLAN 2 NEW FLOOR JOISTS ARE 11 7/8 BCl/6000 SERIES OR 1 3/4 x11 7/8 LVL @ 16 O C II U P P E R LEVE L ` i 3 FLOOR SHEATHING IS 3/4 T&G APA RATED STURDIFLOOR , EXP 1 , SPAN RATING 24 O C (N)-TO PLYWD � (N)-LVL'S PER PLAN 4 TOP OF STEEL BEAMS ELEVATIONS ARE NOTED (####'-##) I i PER PLAN � 5 NEW POSTS CONTINUOUS BELOW ARE INDICATED � NEW POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED ❑ FLOOR FRAM I NG � � (N)-TO STL 3�16„ NP 6 EXSTG POSTS CONTINUOUS BELOW ARE INDICATED �a EXSTG POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED LJ P LAN & D ETAI LS � i 7 (E)-EXISTING FRAMING INDICATED AS THUS (- - - - ) (N) -NEW FRAMING INDICATED AS THUS ( ) � STL BM's PER PLAN W/ 2x 8 INTERIOR STUD BEARING WALLS ARE INDICATED �j j BM FLANGE WIDTH RIPPED 4" MIN NOTCH LVL's OVER BRG f� 9 ❑ INDICATES BASE PLATE TYPE REFERENCE SCHEDULE SHEET S1 , DOWN T01 5/16" DRIVE 10 Q INDICATES CONNECTION TYPE REFERENCE SCHEDULE SHEET S1 PINNED TO STL @ 16" 11 NUMBER OF STUDS INDICATED ON PLAN FOR BUILT UP POSTS ARE TRIMMERS ONLY AND DO NOT INCLUDE KINGSTUDS I „ 3�16 �-�P 12 DO NOT SCALE DRAWINGS � � I � 1 SCALE 3/4" = 1 '-0 � ; S4 I i � . 0 ,.. . d� � • . ° .�'>'y/`�2 � �: O ��j ►y � � \p : si A 0 � y ;O � � • � � � :y� `b �� . � by '�c. / � � dpJO��3 . �c i � ♦ � i , , / \ / � � / \ ' / / \ \ PRIMARY UNIT � N O t` - - - - - .— _.... 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