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STEVEN JAMCS RIDEN � � . . . . . . � � . . . � . . . � . . . . .. � � .. . . . . \ . . . . . �1 . � � \ \ O .. \ � � /� � � . . . � . . � .. . � � . . . . . � . � . � . . � � Qa n.o . o .� . � i � 9 p . � � ti � � ! �/ �g• el F `• �f � � ! / . . . . . . . . .. � .. . \�� . . . . . . . . . . .. �TI•8�. . ... � C \, �S �/ . � / . . . . . � . . � =B�7B. . . .� � . � .. .. . � .. . � THE CONCRACTOR SHALL THOROUGHI.Y .. . . . . � . �� . . . . . � . � . . � . � � . . . . . . . .. . .. � . . . . . . � � � . . . . . . � . . � . � � . . . � � �p �� .. �, . � . . �.�� . . � .� � .. ��� . / Q � . . � ... . . . . � . . . . . ... . . � � . .. , . .. . . � . . . . . . . . . . . . . . . . � . � � . . . � . . � . . . . . .. . . . . . 78.7 . � . . •(T+ ... . \. � O . . .. � � . � � . . � � � J � . I� � . . � . . . . . . . � .. � � . � . . INSPECTANDSURVEYEXLSTING . . . . . . . . . . . . � . . . . � . . . . . . . . . . . . .. . . . . � . . / .. . . . / . .. � � �, / � � � . . . � . . . . . . . . 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A �I � SP.4- � �4� �� ° � � � ���w � ��� -�t'° � �, � , � o _ � f � ,. � � �., y v w � F, � � x ; U ' Z � w � CODE CONSIDERATION GENERAL NOTES: Q w ELECTRICAL SCHEDULE • 1. VERIFY WALL LAYOUT BATH & KITCHEN VENTING �"' � . O UNIT AREA. 576 S.F. , , � ALL SOFFITS ' FURRING & INSULATION W ARCHITECT �i �`Y'., W OCCUPANT LOAD. -2.88 , / � DUPLEX � PRIOR TO PROCEEDING. "'� h ONE EXIT REQUIRED - v,a, � � CLOCK OUTLET V� �C�,� h REMOVAL REPLACEMENT. O�� '-' O FLOOR OUTLET THIS UNIT REMODEL DOES NOT 2. VERIFY SLAB PORTIONS FOR / w � �, aa o � . CHANGE OCCUPANCY LOAD OR � SPECIAL. J—BOX OR DIRECT WIRE VERIFY APPLICATION RE UIREMENTS » » • � � � Q OTHER �IFE SAFETY REQUIREMENTS 3. PROVIDE WARM BOARD UNDERLAYMENT WITH HYDRONIC TUBING, � w � z � _ v O N �" SWITCH ALL SWITCHING & COVER PLATES (VERIFY) OR ASSEMBLIES. VERIFY HEAT EXCHANGE REQUIREMENTS � BOILER. U�.,, � � 4 CAT-5 +2x RG 56 (COAXIAL) �—, w ,;,-, z w o d .. 4. VERIFY INTERIOR DIMENSIONS AFTER DEMO. a 1 O INTERIOR 4 RECESSED W/SPECULAR DEFLECTOR - LUCIFER DL1 ZP p�r� v a � � M _ ��, 2 0 INTERIOR 4 RECESSED W/DIRECTIONAL EYEBALL LUCIFER DL13XM V IFY STRUCTURAL COLUMNS & BEAM LOCATIONS AND FLOOR SYSTEM. Z w ❑ 5. ER H� — 3 INTERIOR 4" RECESSED SHOWER LENS WET LOCATION — LUCIFER DL9ZP W `" W � , ❑� ( ) o � � I ABATEMENT SYSTEM PLACED BELOW THE FLOOR S S �- _ 6. VERIFY THE NO SE O O � � 1 � EXTERIOR WALL SCONSE MATCH UNIT 16A EXTERIOR WALL SCONCE � a, � � ii i � ABOVE AND INSTALL AS 16A IS BEING CONSTRUCTED. � � � 2 �I INTERIOR WALL SCONCE VERIFY W/OWNER/ARCHITECT W w p p p � � � � � � � ' � � PENDANT - VERIFY W OWNER ARCHITECT 7. VERIFY NOISE TRANSMISSION COEFFICIENT STC WITH ARCHITECT, E-� � 2 1 ii � � � � ) 2 0 i 1 ---- V1 i UNDER CABINET LIGHIING AND OUTLETS(ASSOCIATED TO CABINETS)VERIFY W/CONSULTANT w i � � 8. PROVIDE LEVEL 3 G.W.B. FINISH, ON ALL WALLS & CEILINGS. w i � i 3 � � i ii , �---- ---- - - ------ � (D� SEP11C DISPOSER BY IN SINK ERATOR, 1/2 H.P. W / AIR SWITCH _ � I ---- ---- 9. PROVIDE ROUGH IN FOR TOILET AND BATH SINK _ __r 7 W io �ECRee sPa s i 'f 1 p - VERIFY FlXTURES W ARCHITECT i i F PANASONIC FV 13VKM2 BATH FAN / i � � i ii 3 F • � SEC. SECURITY KEY PAD . +n 10. WOOD FLOOR TO BE ENGINEERED LAMINATE MATERIAL Z � � PANEL p 0 i i KEY KEYLESS ENTRY WITH SOLID TRANSITIONS TO AREAS OF CARPET AND TILE. . 0 A - — T THERMOSTAT +� s � APPLIANCE SELECTIONS i 2 11. VERIFY ALL CABINET DESIGN AND � m QS SMOKE DETECTOR - SILHOUETTE LOW—PROFILE SMOKE ALARM WITH ARCHITECT, COORDINATE DESIGN WITH CONSULTANT. o i - - - ---------- s - I , AUDIO SYSTEM SPEAKERS SUPPLY CAT 5 WIRE — — — --- ------ � � � ) ,. » � d r ow rt �i 12 PROVIDE 2 LAYERS OF X TYPE GWB ON FURRING CHANNEL ON RESILIENT , i i � � , � i S S _ � i SOUND ISOLATION CLIP RSIC 1 BY PAC INTERNATIONAL ON STEE� STUD WALLS O O � INTERIOR SWITCHES T0 BE DIMMED VIA LUTRON O.A.E. VERIFY DIMMING CIRCUITS � � � � ) O � � - ^� L �� TE W ACOUSTIC DAMPENING BATTENS ONLY � sw�rcH �i _ AND CEILING RAFTERS. FULLY INSULA / �...� i �� WITH ARCHITECT. ALL ROUGH IN MUST BE REVIEWED AND VERIFIED ON SITE WITH , ii P�ACE A CAULKED EDGE AT WALL TO CEILING INTERSECTIONS DO NOT ATTACH , ARCHITECT PRIOR T0 PLACEMENT OF ANY EXPOSED MATERIAL AND FIXTURES. � GWB TO EACH OTHER AT THESE LOCATIONS � � i. GFI PROTECT CIRCUITS INTERCONNECTED FIRE SMOKE DETECTORS AND ALARMS 0 , / � 0 � � WET LOCATION FIXTURES AND OTHER ITEMS TO COMPLY WITH ALL CURRENT ' ADOPTED CODES AND ORDINANCES. O � � � . _ � � MANn.� NOTE. INTERCONNECTED MONITORED FIRE / FREEZE / SMOKE EXTERIOR DOOR AND WINDOW SCHEDULE . O � ., +s4 AND INTRUSION ALARM. � E H NGE SILL HT. W x H REMARKS i # ROOM TYP I � � FP IGN TER . � — - — — — - — !'� . . � „ � � . . �FROSTED GLASS W NOTE. VERIFY LAMPING 12 37 HRIR FL (TYPICAL) 12 37 HRIR SP � BED D ,WN LIGHTS �£ 1 Kitchen SC Ri ht 3 -0 x 7 -0 Custom verify (Match Unit 15 & 16A) , 9 � . . .. � . . � � . . : . .� . . � . � . . . . . . .. �� � � . � . . - . . . . . . . . . . . � � � . � . . � . � � � �n � � �r � �f � � � � n . . . . � . . . . . . .. 1 � � � . . . . . � � . . � .. . �....� . � � ����. � - �. .. 2 Kitchen ' 2 Case ` < > 1 -6 4-6 x 5 -6 � � ) ) � � � MIRROR � � � � � � 3 Livin Case Left 1'-g�� 2,_0" x 5'_6" � . 0 9 �j . .. . . . . . . . . . . � . . � . . . . . . . . . . . . � � � � �. . .. . . . f �� .' � n � � p . . . . . . . . � . . . . . � . � - - 5 -6 � 4 Lrvmg Picture 1 6 7 4 x , � , , . • � s� �i . .. .. � . . . . . . . . . . .. . . . . . . . . . . . . .. . . . . . . . . � n � � n� . �. r� . . �_ ��'.�� � � � � . � 5 Lrvmg Case Right 1 -6 2 -0 x 5 -6 � , ��� ------ ------- ---------- ---- --- -- - - ---- � �.�8�,�..�. • .����d �/ � � Q �� .�. � . , N, F-'-�I � E"-� ;. s i�i � � O . • • • • . • � --------------------------- -- --- Note. Verify window widths to match bay windows above. RE. Elevations � � , � � . . . . . ,, H W • � ��_.E�,,. a Note. Sill hei ht is from to of interior 'slab, verif _ , 1 9 P � Y) _ � � , , o � � w I 6 � � _ �j i� . . . � e ��,� U INTERIOR DOOR SCHEDULE �-.���� U �- , , �T� � , , F-y ffi ,/� ,/� ,/� ROOM TYPE STYLE JAMB HINGE W x H REMARKS � � `p W # �1t��������������it���������itr � � � � ! _ �-"� „ � „ � �� � � ��-. �:�- � 1 Closet Full Lt. 1 3 1 2 2 -6 x 7 -0 Frosted lass {a � ,,� �� � � ������� # � 9 �.���. f �, ; :... . . . �. . � . � . . � . . . . . . . . . . . � . . . � . � . � . . . . . . . . . .. . .. . . � . . � n � r .� �n � � n .�� . . . . �' .. � �� � .:.O . , - -0 Frosted lass � � » �'�/ . , a 2 Bath Pocket #1 3 1/2 2 6 x 7 9 2 -0 � � ►--� ��. � �� �a . „ � » , „ �,�. a , M+I _ _ � �--�---�� �, �� � 3 gath Glass Shower 2 1 4 5 0 x 7 0 Euro St e no` frame # � Y� � ) �� I � � �� M -�-, �� , �� , � �� �� ,� » 1 2 2 -6 x 7 -0 Frosted lass 3 3 3 3 W A T AS T AS RE UIRED 4 Bed Pocket #1 3 / g M BA E BES OS (TAPED EDGES) Q � � ,� � ,� � - - osted ass M 5 Bed Double Pocket �1 3 1/2 5 0 x 7 0 Fr gl � . , „ , .� , . DOOR STYLE #1 d- 6 Closet Cab 3 verif < > 3 -0 x 7 -0 Cabinet doors verif w cab. `manuf. REMOVE ALL WALLS, CEILING, ELECTRICAL, # Y Y � . n / � NOTE. PLACE MIRROR SIDE , MECHANICAL AND CABINETRY / M�1 , � _ TOWARDS BATH ! , ! �°DASHED IN�ICATES WALLS TO BE REMOVED � O `� 1 f � _ _�— .���,_.� O , .� i , ii ` i � �� � � � ii i � �..�� �I ; 1, � CUSTOM CLOSET SYSTEM � ii . ii g i i li i,� � � � -��.� BY CLOSET FACTORY BED I � CLO��T � i i fi `� VERIFY W/ARCHITECT - i i = 3 r9 CA T CA �E I ( R P E ) �r � � i � O �.�.,m i i i SEAT � � VERIFY SEWER i i i p ._ i i i F LOCATIONS , �� . .. . , �J _ � i i �, - BED i. s 5 1 9 4 . � � BATH �.a����..�.FlO��. oo �� , , i��---�-_���.:�f _�. .���. cQcoPnuGxT -. n": '-------r- »---- , � e STEVEN JAMES RIDEN - 3 , U�� —0 � �` N � 7 �2 d- A.I.A. 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THE CONTRACTOR SHALL THOROUGFQ.Y� . � . . . .. . . .. . . . . . .. . .. . . . . . . . . � � er . . . . � .. �' . I r '''°s. �. .�� �, . . .. . . . . . . . . . . . . . . . . . � . . . . �... � � � .. . . ..� � � . . . . . � . . . . . � . . ❑ D _ . _ � m s STONE VENEER TO 60 AFF 4� � y r— — � �, � �SPfi�„���Y�as�� � �mm�,.�.,°u — � � , „ � ,� � » � „ '�, , S TO BE REMOVED �LD���aaNSTO.�� ( I ,_ � � _ '"� ' ; �. DASHED INDICATES WALL 4 2 —1 � 5 —3 5 1 —7 �, � �. __ �, � ; 9 �`�,. �.,� ��• �T��E sHO��F,.e� �. �. � .�_:�:��.�.�,��__�..�W�.���;e�..� ,.. � � . . . . � . . . . . . �� . . .. . � � . . . � �� . . �� . . t N:s� �-, � ..m �.,_��..�.m„m....�e.....e -�.....�cr.__......�........n.,m ,._.m „ . . .. . � . .WORKONTHEDRAWINGS. . � .. . .. . . . . � � . . . . . . � � O . . . . . . . . . . . __ il,. . „� -�,3� : .� . . . � , . . . �s �, �� �, . . . .. . . . . . . . . . . .. . . . . . . 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W Z �' �� � � Q I � — . . , . : � � I Q � ii �� m ( I NEW DOOR (MATCH 16A) �-I � _ �ii "� co � . � I"'� � ii �� � � / \ / ( T� Q �---------� �� �� � �ii 5 i� F- � � 2" SANDSTONE CAP �/1 �O� — \ / � U � ��---� z 5 , 4 .O3 2 . . . Q � � O / � � � I � � ' STONE VENEER � � � �----� � � 1� LOWER LEVEL � ---------------------------------------------------------------- — — � — — � . HIDDEN SKI LOCKER (VERIFY) L� � UNIT 16B RENOVATION rM'''� N V � NEW EXTERIOR PA110 LEVEL (VERIFY) � r1''� � Q V N ; � U . PR�POSED EAST ELEVATION PROPOSED NORTH ELEVATION � „ _ , ,, �,_ , „ SCALE 1/4 — 1-0 SCALE 1/4 — 1-0 O w l � � �--� M� � VERIFY GRADING / PATIO REPAIR / REBUILD. l �, M� � �_��. � ; VERIFY STEPS / LANDSCAPING / POST CONSTRUCTION REPAIRS. Q�, .,, � ' �= w � NEW WINDOWS MATCH EXI�TING UNIT 15 WINDOWS r : .. . . . . . .. . , . . . . . . . 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Y.•o . .. . . . . .�. . . . . � � . . . � . � . � . . . � .. .. . . . . . . . . . .. � . . . . . . .. . . . . . . . . . . . . . � . .. . . . . .. . . . ... . . � � . . � .. . � � . . � . . . . ��Y,�..0 y� ., .. . . . . . . . � � � � . . � . . . . . . . .. . . . . . . : .. � . . . . . . . . . � � . . � . � . . . � . . .. . . . . . . . . . . . . . . . . . . . . .. ;.:_ 1�. . . . ����.�. :.� 4 �{ . , :- Q � , R �f � oom�o � � � mQ �' . : o, o o �` . , v o DESIGN CRITERIA. — . _ . � o � � WOOD BRUECKER REMODEL JOB 1004 16 GENERAL REQUIREMENTS. o �°� . # �a� !� �' , R i ------------------------------------- . A� , oof L ve _oad 100 sf . � �° P � ------------------------------------ . . . • • � . Roof Dead Load 1 f 5 s a. Structural erection and bracm . The structural drawin s illustrate the com leted s r r � . P 9 . . 9 P t uctu e o � Floor Live Load ------------------------------------- . . . . . o 40 psf with all elements m their final positions, properl su orted ard braced. The contractor, in ��� � Y P P t d��, ------=------------------=---------- . . . . . . .o Floor Dead Load 15 sf the ro er se uence, shall rovide shonn and bracin as mav be re uired dunn construc ion �` .° � P P P q P 9 9 . 9 9 t .b, s.. � � ---------------------------- . . . . ,3' «� \ Wind (3 Second Gust) ---- 90 m h Ex . B to achieve the final com leted structure. Contact str a +S' � P ( P ) p uctura� engineer for consultation (not in , /Q �,N . . . __ . NAI. Seismic Desi n Cate or ----------------------------- X P 9 g y E EM T contract) as required. IBC IRC Edition' ------------------------------------ , . , , _ , . / 2009 b. Dimensions: Check all dimensions a amst ar h . . g c itectural drawmgs pnor to construction. Do not scale drawin s. g 05/17/10 REINFORCm' CONCR : • • . • - • ETE c. Construction ractices. General contractor is res onsible for neans methods fechni ues P P � , q , S � . . . . . e ue ces and rocedures for construction of this ro ect. N�tif structural en meer of 9. _ P P J Y 9 . . „ . . . . ., . . . . . . . .- a. Concrete desi n is based on the Buildm Code Re uireme�ts for Reinforced Concrete ACI omissions or conflicts between the workm r 9 9 q � g d awmgs and existng conditions. Coordinate 318 as ado ted b h r ir . . . . . ) p y C apter 19 of the 2009 IBC. equ ements for mechanical/electncal lumbm enetrations throu h structural elements with � w , �P 9 P 9 � • • - . . . . > . , . . � b. Str r I — c� uctu a concrete shall have a minimum 28 da com ressive stren th of 3000 si. structural en ineer. Jobsite safet is the sole res onsibilit o the contractor. All methods ._ Y P 9 . P 9 Y P Y Q � . . . . . . . . . . �n c. Concrete sh II - — a be pro ortioned usin T e I II sulfate resistant cement Admixtures contamm used for construction shall be in accordance with the latest editions of the IBC IRC. o ' P 9 YP 9 / � Q � � � . . . . . . . . � chloride salts shall not be used. ' o � d. All waterproofing and flashing is the responsibilit of the architect and contractor. � � . Y U d. Cold weather concretin ro . . . . . . . a owoo g p cedures shall be rovided as recommended m the ACI Manual of e. It is the res onsibilit of the contractor to contact the struct�ral en ineer a h ►— �— rn rn P P Y g t t e appropnate Z c� . . . . . . _ . . _ . . _ -p � .f Concrete Practice. i I I time to erform site observation visits. Observation visits to the obsite b the en ineer are .. P J Y 9 � o o r� r� . , „ . . , . . . . : e. A — . z nchor bolts for wood sill lates shall I c� � r� p be aced at 4 0 maximum s acm with one anchor for determmation of' eneral conformance with the construction documents and shall not be � . � P P 9 9 (n c� � rnrn • • . • . � � � n � � bolt �t 12 from each end or corner and a minimum of two anchor bolts er iece. o st ued as ms ection. p p P I— W . , . . . � w .-.r. . 00 J f. Thou h ever eff r i f. Concrete covera e for reinforcin st L o t s made to rovide a com lete and clear set of construction documents M x 9 9 ee 9 Y P P , z c r� � i— . „ . . . . . . . oQ . ._ f— discre ancies or omissions ma occur. Releas f Q ca � 1. Concrete cast a ainst and ermanentl ex osed to earth. 3 P y e o these drawn s antici ates coo eration and — r� � 9 P Y P . . . . 9 _ P P � . �— cD cn �.�.� . continue N d communication between the contractor architect and en ineer t r v 2 Concrete ex osed to earth or weather. . g o p o ide the best P . . . . —� � ; „ ossibl r a e st ucture. These drawm s have been re ared for th. use of a u lifi A. 5 bar' and smaller P 9 P P q a ed contractor � # � 1�2 . . . . . � - „ ._ ex enenced in the construction techni ues and s stems de icted. P 9 Y P (n B. 6 throu h 18 bar . . # 2 , rn 9 # . _ . Existin r • st uctures. Contractor shall be res onsibl f Z . 9 9 e or venf in dimensions, elevations 3. ' Concrete not x P Y 9 , � e osed to weather or m contact with round. - . . . P 9 � . . >, framin foundation and an hin el � N � g, se that ma affect the work shown on the drawin s. Yt 9 Y 9 0o rn A.' Slabs` walls oists 11 b r an m II . . . . . . � i . , a d s a er 3 4 . . . ' c� J �# ) U � Under innin shorin and bracin of existin s r � � �n „ p , t uctures shall be the res onsibilit of the _ � 9 9 9 9 P Y � B. Beams, columns 1 1 2 � � � � � contractor. � d- I ► � � rn rn � . � � � x STRUCTURAL WOOD FRAMING. +� o , o � rn : U v _ m .-.,-�. . � _ „ . _ � _ . J O X a. Exce t where noted otherwise all 2 nommal lumber exce t studs hall � F � , p , s be Douglas Fir Larch � . . +� � — Q ,� . . Q n . O) li 2 a d better and all li so d tim r be beams an , d osts 3 nominal and wider shall be Dou las ' � �n ` # P 9 ` a >...... Fir- r h L� c #2. � I � I � � I I I I � I I ( � � I _ _ I — — . ( I I — I I I I I � � — I � � I ( — — — — — — — I I I I .I 0 ► � � � � - � � � _ - - - - ►- _ - - - - - � —_ J I � -� ( � � f� I � — I I I � I I I � , I � 1- - - - - - - ___�_ ^ - - - � � i � � I � � I � � I I _ I L -_ - - J I II I ' L � � I I - - - - - - - - - - - - � � I II I I � ►— F--� -- - - � � � � � I H I I � - - � I � � I �- � � — — = — — — — — � — — — — — — _ - - - I � II - F-- � I- � � � � � I � � � I ' � � I � II � m � ` � � �-- - - - - � � - — — — � — � _ � r.�, � � . � II � L � � I I I _c� F� I I I �� � I � I � _ � I � I � � - - - - - - - � � � - - -� -� . i ii , , � � � � � - i W � � � � � � _ � � � � I � � � I I L - _ w � } � � � � - - - - - - - - - - - - - - � � _ _ � ► , -, . � ► , � .... � ► ► ► - _ - - _ - - - - - - - � L - - - - - - - - - - -- - - - - � � � — — — — — ( � � - - - - - - - - - - - — — — — — — — I — ,.� �- - - - --= - - - -) �— 7�— I I -� � � - � � � � J — _ — -— —— - __ _ � — _ _ _ � � � � — — — — � �- - - - -,- - - - - - --.I- - - - - - -- � � r-- � f i ►-- i � � � .. � ( 2 � I i I + � � — — — — s — — — — — — — — — w � � ; I � � � ; � � � J 3 _ � I 3 1 x9 LVL 3 2x10 I /4 Y W _ ( ) 2 ( ) � 2 2X�� I I � ) J � � NEW CONC. SLAB FIL / L � I i I � � • � I . . � �� REINF. PER SECT. 1 S1 � � J �o J � � ' I I . � 1 S + � � �, . _.. .. .. .. + � `1 �' -+- I I �' � + 6 b' I � � � �, � T i i � � � � L _ — - - � W � i � � � � � I I `�+ I I I I I I I I I � � . � � I ' I I I ( I I' � EXTERIOR HEADERS AT BAY ARE. . o � I I I I ( I 3 -2x10 s W 1 -2x6 I I ( ) / O _ � TRIMMER AND 1 2x6 I I I I I I I O I I � KING STUD EA. SI TYP ` � - - - - - J- � 1J_ � � J- - - - - - - -- - - - - - DE, . - - - -- - - - - - - -- - - - - - - - J UNLESS NOTED OTHERWI SE � � EpUN � . ,, _ ,_ „ � � D A TI O N P L A N ��A�E. � �4 � o „ , ,, � N EW H . _ E A D E R P L A N SCALE. � �4 - � -o . . . . . . . . . . � 1. Existing construction is indicated thus ( - - - - - -), new construction is indicated thus ( )• 1 • . . , . xistm - - - - - - ' . . . E g construction is in�icated thus ( ), new construction is mdicated thus . � ) � 2. Built-u osts sh II n . _ , a co sst of Dou las Fir Larch or Hem Fir 2 or better 2x4 or 2x6 studs er lan P P 9 # P P . . . ,. � and shall be nailed together with 2 rows of 16d nails � 6 on center alon each stud. 9 3. Built—u beams in • consist f m I p g o u tiple 2x mernbers shall be nailed to ether with two rows of 16d nails 9 „ „ „ „ >, - - � 2x6 STUDS � 16 O.C. W/ Y2 spaced at 12 on center,' or with two rows of 1/2 diameter thru—bolts spaced at 24 on center. PLYWD. OR OSB SH ATHIN E G 4. T n • _ • • , o a d bottom lates shall be Dou las Fir Larch or Hem Fir 2 and better. Plates laced d�rectl on NEW CONC. SLAB/FILL P P 9 # P Y 2 — 5 s CCT1T. HORIZ _ • � � # concrete walls or slabs shall be ressure treated Hem Fir 2 P # . , TDH „ desi ned b STONE VENEER . g Y #5; DWLS. x 24 EPDXIED INTO . .: . „ . „ 5. Exce t as noted otherwise mmimum nailm h II v „ „ „ p > g s a be pro ided as specified m the Fastenmg Schedule PER ARCH. _ s M TN PRE DRILLED /4 �x6 HOLES � 12 O.C. drawn b ' 2009 IBC Table 2304.9.L y ' CONTACT ENGR IF FDTN CONSISTS OF » „ , » TDH Y2 �x10 A.B. s � 48 O.C. IN - checked b UN GROUTED CMU CELLS. , Y CONT. TREATED 2x6 R � —.- -a �- - - -� - - . � . � : . a. issued ���������i��� � . a . a .,\\�\�\\\\ . . . . �,ii�ii�ii� i ��,���� a .: a� �—T — ��i�i. �.a. � . a a, r ��i . a � � i / PERMIT 05 17 10 . . . . . . . . . . .. .. � \\\ . � . . � �� .<r A . . . . . . . � . . . .. . . . . . . . . . . . . . . . . . . . � . . . . . . . .. . . . . . . / .. . . � . . . . . . . . . . . �/. � � a ��i i i i / . . . . . . . . . . . . � . . .. . . . . . / . . . . . . . . . � � .�. . ... , / / / / U . . � . . . .. . . . . . � , . . . . . . . � �. � � / / / / / . . . . . . . . . . . . . . � . . .. . . . . . . . . . ; . : ��. ' . . L . . . . . . . . . . . . . . . . � . � . . . � . . . . . . .. . . a. . .. . :���o��o��o� EXSTG. INTERIOR SLAB a � ///,/i a �\\ CONT. L` 4x4xY4 ,V11 a i r, � , �i�i 5 >, ,� , ' . .. a..,O, � /8 �x4 EXP. ANCH. s �. � � a . i #5 DWLS x 1 -9 EPDXIED „ . e � . � �, „ . - _ 3 � 24 O.C. o. � INTO PRE DRILLED /4 sox6 . .a � . . �,- : a A .. HOLES � 12 O.C.. 5 CONT. HORIZ . .a . # a CONTACT ENGR IF FDTN : - .a � . a CONSISTS OF UN—GROUTED . .a . a a . a e . CMU CELLS. RIGID INSULATION PER a , . - :.. a .. _ _ . . . . ARCH. (MIN. R�u„E 5.7) . , . a 2� _ .a � . EXSTG FDTN WALL , CONTACT N R W �_.-., �- — E G / EXSTG , . :a a . , � FOOTING SIZE & EXSTG FDTN � , � . . � . a . I sheet WALL HT DURING EXCAVATION �a . .. I_ —� - - - �1 ,, , „ � . _ _ SCALE. 3 4 — 1 0 � S1 � � - JOB 1004 16 # i . : � � . . . . � � . � . . . � . :. . . . . . . . . � . � � .. � � . � . � �.� � . � . . � � � � , � .. . . . . .. .. � � � . �. � . � . . � � . � � . � : �. � � � . � . . . � . . . � � . .. . . . .� . . . � � � � . . TJ} . � . � . � . � � � . � � � .� � . � . � . � � �� � � . � � � � . � . . ... . � � . . . . . . . . . . . . . . . . . . . . �. � . . . . . . . . . . � .. � . . . . . . .. � .. . . . .. . . . . . . � . .. . . H . . . . . ',; . � � . � � .� . . .� � � . . . . . . . � . . . . . . . .. . . . .. . . . . . . . � .� . . . . : . � � � . . . � . . . . � � - . . � � . �. . . � �. .. � � - � . .. . . � . � . . . � . � � � � � � � . . . . . . . � . . . � � � � � � . . . . !: . . . .. . . . . .. � . .. . � � � � � � � � . � � .� � . � � . . � . �. �. . � .. � �. � � � � �. � � . . � . �. . � � . �.. . . . .. .. . . . .. . . . . . . . . � . . . . �. � . . . � . � . �. H � � � V � � COD�, C�_ NSIDE...�A710N GENERAL N+�TES: , ¢ � Fz., ELEC7�RICAL �CHEDI7LE u�ir �,�,�: ���'. �. v ��F�r wa ,a ►-� o <.. E l,l. L YOIJI', BATH �c KIT�HEN VEN7ING� M . �� OCCUF��IyT (�UAD: ��yg=.�.88 AL.L S4FFITSR F�RRING & INSU�AT14N W / ARCHITECT �`, �,, W � DllPLEX C3NE EX1I ,��,Q itJ F�ED FRlOR TC1 PROG�EDlNG. M oo � C�'.� 'f'°Q � � CLtJCK CNJTLET , ��� � O �L+�R �UTt.ET THIS UMT REMODEL �tJ�S NCIT 2. 1/ERIFY SLAB PC3RTI4N� F4R REMCIVAL J REPtACEMEI�T. p-��. �, SPECIALt J- CH�N��' dCGUPANt'Y L�,� OR W �`�a'° E"' �4' � BOX OR dIRECT WIRE) VERIFY APPLICA71flN REQUIREMEt�IT i ___,...._. ,� „ , v, �" SIMTCH - ALL S QTHER LIF`E SAFETY,_R_.EQUII�EMENTS 3. P#�OVIL}E WA1�M BOARl� UNp�RLAYM�NT WtTH HYDRONIC 7UBINC7, , ,�.� � oo � 1M'fCHfNC & COV£R PLATES (VERlFY} 4R A$.�EM�LIES. VERIFY H�AT EXGHANG� REQUIREM�NTS C� BQILER. ��- � �..�.:. ""�-�.s�-�'.� c��'N ,.,, 4 CAT=S +2x RG 56 {COAXIAL) �� � �G ,_.,c.}", a �""� (s+ �^ `�'-' 1 Q INTERIOR 4 RECESSE{� W/SPECULAR DE�LECTQR - LUCIFER 17L1ZP 4. VERIFY iNTERIflR C31MEN�IONS AFTE€� D�MO, w,�o d ._._.. 2 t� INTERIOR 4" RECESSEt? W OIREC714NAL. E't'EBALL - �UCiFER DL13XM i �..t �. '° L.t-roe�J - L�af-� 1��'�t l t--� Q h^� t� ❑ I - �� `�'c'`"� 5. VERI�Y STRUCTURAi. CC�LUMNS & BEAM �QCAI`IaN AMD �I.CK)R SYST M. � �`�-, � S E � � i � • 3 Q IHTERi4R 4" RECESSE� SH01N�R lEN5 �WET �4CAT10N) - LUCIFER pL�ZP t �� t,t e3 � �,''`�."� ��` � d _ ,s� i i i '� Rl .. �.#",R,t�--- �,� � � °� � .. , . ,,•. � � i � � EXTE t�2 WALL SCONSE MATGFf UNIT 18A EXTERIOR WAIl SCONGE ��,�,�' J 6. VERIFY THE NC71SE ABA'TEM�NT SYST�M PLACEa BELC}V+I THE �'L�qR � - � .� � � 4� 2 I 10 ,,�-��, r �,-- �,.(L i�'lvG� �. A8f3V� AND IN5TALL AS 16A !S BEING CC3NSTRUCTED. � �' � �.� ��...... Gl f `, 0 j p � � � � � N1ER R WALL SCflNCE VERtFY W/UWNEF�'fARCHITECT ��}�..w-�-� ,. iI iI 1 -°�s � ` . ,.:�: i i � PENDANT -.VERi�1f W OWNER ARCHITECT , ,�, ► �" L �. t�'l�,'� C�`"`��` W �+ ' ; 2 4 � , r / 'r' 7. 1lERIFY NOISE TRANSMISSIQN GC►EFFI�IEN1' (STC} WITH ARCHITECT, � o ._i ... ---_- UNDER CABlNE'C LIGHTlNG.AND QU'RETS{ASSCiC{A'iEl7 TD CA8INETS VEFtIFY W CON5ULTANT " ,- �'�s'►�. - E-S� �� �� 1 �/ , � � � � ! C�'�1.45 t �.t +�' l.t �. � i � t i 3 �' �° 8. F'RU`JIqE LEVEL 3 G.W.B, FINI5H� ON ALI. WALL,S & CEILINGS. � _ .! �--_--_ --_- D S"EPTIG pISPOSER 8Y IN-51NK-ERAT�R, 1 2 H.P. W AIR SWiTCH ' �.�-- l�'� � �o o�cRE� sPa i -_' _�'-_�'-__--_ __-- � � • �� c (,�� ��' �' 9. PROVIDE ROUGH-IN �'QR T�1LET ANC3 BATH SIN�4 � VE (�'Y �'1XTU � i �,, R RES W/ ARCHIT�CT � �� "t 1' 4 PANASC}NtC FV-13VKM2 BA1N FAN �$ � � W ' +7z� � � � 5EC. SECURITY KEY PAD -° �..E.�'o � - G� t'� i�' � , �t Y�t'��' L h�C� r J 1�. WAt7D FL�C?R TU BE ENGINEEREC7 LAMINATE MA7Ef�lAL �� �� aAN��. .. K KEYLESS EN1RY ` � A � �.�' �a�"�'� � Wil'H SQI.ID TRANSl110NS 7t7 AREAS OF CARPET ANC? TtLE, +� . s - Q THEFtM4STAT . ��� � i.A.. �.'� � � � i � ._._ . ,........__ !�js� � ��� ���` 11. V�R1FY A,L� CABlNET DESIGN AND APPLIANGE SELEGTI0�1� � f , {S� SMOKE t3EiECTOR r» SILHOIJETTE LOW-PRQFILE SMOK� ALARM � ..l'd'�.c w-- �,, �, # �Tl`,� � � �q'�"�, WITN ARCHITECT, CC}4ROiNATE QESiGN WiTH �O�JSULT`ANT. , Q - ; ` �. -_-�__-----�, Q AUOIU SYSTEM / 5PEAKER� (SUPPLY CAi"�»5 WIRE} �--� 'b�P �-__-�__�� �,�.t a � � Q s � �,� �,.�` - �z ��av�a� � �.A�RS o��» x r�rp� cwa o� ��, �u��Er�c c �v�v�� or� ��s�uer�-r � IN1ER(OR SIMTCHES TO B£ UIMMED ViA LU'fR4N t7.A.E. V�itIF'Y DIMMItdG CIRCUlTS ' � • ��' N � i t� ni - i i ( � SQU � SQLAT[GN CLIP (RSI�-.1 BY PAG lN1ERNATIONAL ON S1EEL STUD WALLS sxnTCH �� IMl'H ! � �� ARCH TECT. ALi� ROU�H-1N M�1ST 8E REVl�tNE� AND VERI�'IEI7 aN SITE 4VfTM AND CEILING RAF'T�RS. �tll.LY lNSULAIE W/AC�UST�C [3AM1'�NING BATT�NS 4Nl.Y �� ARCHITECT P I T . V ,.,r .- '�" PLACE A �Al1LKED EDG� AT WALL TC1 CEI�ING iN�ERSECTI�NS Da NC1T R7TACH � ; R 4R U 1'LACE�AENT UF ��(Y EXPQSED MRTERIAL �ND FI�.Tl1RE5, �,,�,t;,(,C�` �� C� GF't p � � �.�, GWB T� EACH OTNER AT 7HESE LG+CATI�NS � 0 �,r� ROTECT CiRCUITS, iN'tER�ONNECIE[f �IRE/SMOKE DETECTOR5 ANd 1�LARMS. ' .. �. G.�„�„- w w c,,), ��' t�' n�r WET �,flCA7]ON FIXTURES AND C}THER t1EM5 Td COMPI.Y WlTH AU. CUR�ENT � i . ,,� ,� 4 � e �c,�,�/ �`�t I: o ;:- � Ai�OP'CE'D CODES AND O�RDINANCES. ��`� .�� �� ° �ea� d� C f�G►�t� �G�,� b�e.. H. � ��� l ' . � 'd ' ��wn.� : NDTE: IN"I'ERCONNEC'tED-MONMTORED FlRE f FREE�E / SMOKE . � � EXTER.�C�R Uf�QR AND WINDC}W S�HEDULE �,,,� � *�� 4 _ AND fNTRUS( A R . � : r-� i i - ON I.A M � cn+T�t � R40M TYPE HINGE SILL HT. W x H REMARIt� Q�,, y.,,� � NOiE•. VERIFY LAMPING - 12-37-HRtR--FL (1'Y�'ICA�.} f2-37-HRIR-�P � BED DC�iNN LIGHTS . � . p , . FROSTED GLASS � ' 1 Kttchen SC R3ght 3-0 x 7-Q Custam verify (M�rtch Un�t 1� & 16A) W , . � � . . . . � ... . . . . � .. . . . . . � . � � � . . : . . . . . � � . .�.. � � . . . . .. .. . , . . � . � . � . . . . � �M / � M ! Q � . � . . . . . � .. � . .. . . . �� . . . � � � � ►c�t�r��n �a� cos�e) < > � -s a.-s x � -s �.T.� v� a o 3 Living Case Left 1'-f" 2'-d"' x 5-8" MIRRCIR � � � 4 L.ivtng Ricture 1`--6" 7'-�" x 5'-6" ' E „ . � ,_ „ , � � 5 Llvtnc� Case Right 1 -6 2--Ct x 5 fi co _... �y �� _____ �----_—�__ _-_-_____�«--__=`�„�,�,-�,� _. _ -- ---�__ . V $ � � . _ a � a � � �� .. .� �.� � � ) Notet Verif wind�ow widths t�a mat�h laa windvws ab v�, R . I • � � --------------__---,.....______ _.. _�... � Y Y o E, E evatror�� � �1� V � , � , , � a 1 � � � Not�: Stll height ts fram tap af in#erEOr slub. (verffy) rt � � � a +� ,� r i� �� ' � � � � , 4 I�'� I N T E R:�O R U�I O R 5 C H E D�.7 L E i� � , , 4 � , _ � ##### # �# , � �oQ� rr�� srn� ,��,M� �-i�vc,� w � H ��r�Ar�KS . .` � �Tj.�� ����#�# # #######�����.,,.��,�,�����,��-� f f � � _�} � ,�� , .) n � u r �s x r � �".e.� �y, Claset Full L.t. �1 3 i/� 2--fi x 7-t7 F�osted g(a�:� �a co p� �."�+ ` ' �"� [--� {� � 2 Ba�th RoGke# � � �!�ff 2'-fi" x 7'-0" Frosted gtas.� �►_Qp ��' 3 �ath Glass Shower 2 1 4" 5'-0" x 7'-0" Euro St e �s� fra . � � � �'',,�" - ,.�a ABATE A58�51'QS �1"APEG1 EDt'a�S� AS REQUIRED � 4 Bed PoCke t� � » e h r_ M � � � m�� a m a �� , ���1 �� ,�^� t #1 3 i/2 2-�6 x 7 t� Frasted glns�� 3 � 3 3 � ►� M ,, � � �.1 5 Bed Oauble Packs# �1 3 1/2" 5'-0" x 7''-Q" Frosted lass � M �'" �J �' 6 Gos � ► p , a � . lJ0(.�R STYLE #1 .b- REMaVE ALL WALt,S, c,ElLING. ELECTRICAL, �� � et �. Cab �3 verify < > 3-0 x 7-D Cabin�t da��� verffy w/cab. rn�nuf. MECHANICAL AND �AE3}NETRY .� � . ,� NOTE: PLA�E MtRROR SIC?E ``�.: , �J � `�' TpWARGS BATH � _ .. �' DA�HED INDICATES WA�,LS T4 B� REMCIVEI7 . t..� l�'i' � C..�.�? ��� + �L,t�' r�c� -'t'"'� � � �'' �� � r � � C� �� �y� � � � T k�` � 4,j i i 1 f s� � ` �3 �j � i 1 i i � -�- . ., - „ --- �US�`OM GLC3SE7' SYST�M g��,�� ��"��'�� � �/�' �' �, -��a ,%� � f , � Y ' A �� �, � � � gEi� �'� "� �'� �'� CL4��T � � C,l�(JSET F CTiJRY � o C�i` ,E ,i � � VERI�I' W/ARCHITEG�` ��'� �'� _ 0�` � � . {c����T� .d. , (c����r} � . VERIFY SEWER (�` tl _ � i r tg SEAl ..� Q.� BE LOCATIONS �7 � � i � � t `: p���� � BA11��! �'� � . J'-4� x ! i E " 5'-i �`!t.� �'±�'� t ��..�..,,�,.,..� � �---___� ___----- � o�ap��� ; _ „ � » � _____ ...- R �' , t��� ^ � � ��rr .ra��s x�nErt . RI c,� � � �'.' t�, , J. �t' 6ATH f�� �v , �..t.�, �.��xt�cT p.�. a .:e . .._� � ::. Z . � } � r�' E� Ai.L. RIGHTS R�..'SERVED <; ,� � .� �� (�r�c.�) � �t.�a�,�- � ' t VENT � t ,�` � ��'""r- �� ° '��� '— .,�,snocu�a�rt.nxar�m��s VEP�IT "(."d . . ,�i � ;� � --. �"'4e� �SS► � .em�msaHSr;a��u+,nsn,� � �� / __.,... �.., � �� ,,,..' . u�s�nzr��zvcoFrtu�es..�aNni. ,�,'�' D ---_ p,� , �,, '�y s�vic�a,�s�rxrn�sxr�r � � _.,_. �.f; � .: _. .t I � ,� �"` � {'�' svevFaarn.wr�snuarz�n,in (� ' _,— { t r� a�c�u�crYC..n�ua�sNasxosx . . . . � . . . . � . . . . . . . . . . . .. . � . . � . . .. � . . .. � . . . �f. . . .. �� � . . . � ' � . -`^. . R � . . . . R � . � . .. . . . . . . . �. U'�DIICWHO[fiiORPAAT'0U'i18QUT� . . . � � : 1 � � ���A��«,,,�,�,G•: ! � � � � + � � � ���� , STC3NE VEN��R TQ 60" A�'F � ,� �ATFiR00M CA�INET TO BE DETERMINED : : . . . .. . . . . . . . . . . .. .. � � . . � . .. . . . . . . . . . . . . . . . . . , . . . .r. . ... � . . . . . . . . �7ARC0!i'CBACFC?R 9HAG.7FiOROfXr13LY� . . � , �'...�" �'-�" �'...1�" g•..,�" [7A�`aH�D INC)ICATES WALLS T4 8E !'�EM{JVED �`or��.s`�io�° �� ... . � .� ,�n������.� � � STQt+[E SLfiB AT HLARTH �``�-�-B4St"H WAS24460UC WASHER AND WTE86300E.�S DRYE(� ��'"�.-�°. we�our��xnwm,�a ����.������ � C� FLUSH WfW�?0(� FLOqR {Wt}4D} A�V��r�,soxi��� � BLANC�3 516215 IN/ C3RAINBqARD l-4--..4..�c.�, ,P+�� t�a.! �u��,��,�e�� ; I � _ ,� �� ' -�-GRt�tiE OC46286t7 �-a,�-5 k?.�t.�t.� ' �,ra � � . � � � � �. . . � � . . . � . . . . . . . . . � . � . . . � . . . � . . . . . � �� � . � . . � � � .� . �. . � � � A . � . . . . � . � � . � � . .. . � � � . . . � � � . . � . . . . � .. .. . . . .. � . � .. . . . i . . . . � . . . . �. � . . .. �. . . . . � � . . . . . . � . . � ... � . . � � � � ~� . . . . � . � . . . .. . ;.F. .. . � � �. . . � � . . � . . � �� a LIVING I � �16" - � � � KITCNEN � -�--SHAF�P M}�Rp/H�(7C7 R1 a14 STAIi�LESS �-:s�-3,�..� ��yk ��.� f�, � . ��: 944 l.fVi�lG ' � '� ��'�� �E=�� , FP. �� -�/ �/ BERTA�ZdM 24" GAa RANG� -- X 2�4 4 GGV X ��~��-"� � (WC10D} �i� + � � �. .,��: ��n�: TH/SJR , .,.. � , KITCHEN � 1SE � HP DfSPOSAL ��.�.M.�.��..,�- REE s �,� MAY 18. 2C31+08 I I (5TONE Tll.� 80SGM DW SRVS��t� 3UG ��-�--� �� ��€ �� VERIFY Cl7LUMN f BEAM ��O �, ....�.,..---��-- � LI�BHERR 24 REFRIGERATOR H� 9Q01 ����..-�, ���� �d'�� r�: PERMlT !. .. , . . . .. . . . . . . . . � . � . � � . . � � . �. . . � � �� ��� �� . � . .� � . . . . . . . . . . . . . . . . . .. . . . � . . . . . . . . . � . . . .. . . . . . . . . . . � . � . . . . . . . � . d R8�'13ftN0A78 . R�Q3.'L9L . � . ,. E�ISTING RETAtN1NG t'j�` `° g '� ���"�A�.- . .,� WALL. ::�� .� ,. � -�--_-_------6�--- ----------- -------- -=�_..._ --____ _�-_ �CO�"SMAN SCV32i SC � ar�a'��t� �'.ca�t-��..� , (QPTI�NAL.)NEW 36"x1 �" STEEL PlPE-_.,-�'' �� ���° ' ' GUARD RAiL VERIFY LC}GATiONS �,:��._ _...__ __ _-�.:r� ___ _ __�._ __ _ � .� , . , a�,�� > r,; �* BuiLT-IN CABINET �� � - � � � � _. � ,. ADI� TO EXiSTiNG �OUNDATIC}N . °� � 1 �y (� � �L-----_--_____..________�.�, VERIF'Y WALL STRUCTURE AT t7L[3 WA�L LII�E 5 ; �� � �-FRE�ZE PRUOF" HOSE BIB U -.�.� �' ��. CT 0 4 �,� 4 20 0 �"'�,-`'°'~� VERlFY T4 MATCH WIND4W�_....o._._. �� � BUlL'i-iN SKI RACK CLOSET VERIFY SlZE �� '``~�-., VERlFY CC�LUMN LOADING fJPENlNGS ABt7VE FC3R �; � „� , FR�M ABDVE , , „ , , � , ,+ � � , :.._ , N+OTE: PROVIpE �ROTECTION �F DEGK AiVD PATHWAYS TO STREET, W(NDQWS �3, #4 AND #5. -9 7-4 -9 4-3 3-C1 �-6 PHArvT cREEN T TQVI/N �F aM S L?UOR A TACHED � � REMOVE DECK AS REt�UIRED �'OR CtJNSTRUCTION--�- EXISTING WAL.L - : "_"'~"�-�,�� � » n �`-� " " TO C�OUR JAMB. (VERi�Y} . �UTLINE ABG�✓E 2 ST4NE �AP�..,..�,��.,�.�,,.�. _,..,�T,.,....,._._.-r.r�_r-�.,...-, VERlf=Y WALL SUPPQRT & W(DTH TO FOUNDA7IQN REPL�CE AND REPAIF2 DECK AS REQUiRED T4 PLACE �IEW FOUN[7ATEfJN EXISTIN� `LC3WER LEVEL FL4�R PLAN ��¢�►���_�. • DASFl�q WDICA7E5 WALI.� To BE REMQVED � � , 6 � `D p �t; .�. 3 � , C� � � ,r,� LC�I�VER LEVEL FLt�t�R PLAN : � i .:a � �ii��w1�1� �.���- ��.��-. �r�, ; ,.., �, � � � ,� � ` �-- r DESIGN CRITERIA: WOOD-6RUECKER REMODEL JOB :1004-16 ; # GENERAL REQUIREMENTS. �. Roof Live �oad -----------------=--=---------------- 100 sf . P . ' R of e --------------------==-----=-=-----= ' • . . . o D ad Load 15 sf . • ' a Strucfural erection and bracin . The structural 'drawin s illustrate the com leted structure , P 9 9 P ..�:�.�., , . . . . . . . . .. , ; __ � ----------------------=-------------- __ . Floor Live d 40 f . Loa s with all elements m their final ositions ro erl su orted and braced.' The contractor m ,. . P P , P P Y PP , � pQ f�f . . . . ,� � . . . f .....: ............: .............. ............. :............ ....... � ------------------------------------ . � $ om �S' ; FI r .� � ao o, �' . , oo Dead Load 15 sf the ro er se uence, shall rovide snorm and bracm as ma be re uired durm construction ; . o ; P P P q P 9 9 Y q 9 , o, o e �` . , . . , , � o ; � O a � , ------------=------------------- � . � . ,- e Wmd 3 nd Gus 9 � Seco t 0 m h Ex . B to achieve the finol ccm leted �tructure. Contact structural en ineer for consultotion not in C,a a�'' ;_ � ) P � P ) P 9 � o� G , . . . . . . � c� . --------------=---------------- . . . . .� .: :.......... ....... �:. , a , ..... ...�,... ....�M. ,�......... ...._...... �,�,...� ...w,_.. ..� , ��.,_ u � Seismic Desi n Cate or EXEMPT contract as °.°� °•...•. 9 9 Y ) required. I , ._ �; , ; ' ' -------------=------------=--------= . . . ' , • • . • • L _._ �� � IBC IRC Edition 2009 b. Dimensions. Check all dimensions a ainst architectural drawin s rior to construction. Do � � � 9 9 P � .I $ . ..�.,,...w: .�..,.._ �..�..... �...v.:� ...�..�.. _.,..n�.. _...��v..� �....� .:.�.....� ........ .. .�.m._ .:.�: .�.:�... �,..,.�„ _..:�:�.. �,�..:;.:� .___ o ; _ not scale drawin s. �. �. a� o � ; , , 9 y � J J , e�, , , . . . . . L I o . . , S �. �. �, ae► . <c,. REINFORCED CONCRETE. c. Construction ractices. General contractor is res onsible for means methods techni ues I . ; P P , . q , S JF. �. �. .c�' �.«oN � , . . . . . ti \ . ` ; I '� I '� s ......... ...... .....::...... .... :.. ........::... .............. . .. .... .......:...:. .....__ .:..:........ .. ... ... :.. .:.:.:.. .....�1. .........:.. ............. ........ � se uences and rocedures for construction of this ro ect. Notif structural en ineer of � � "� O "� O J "� O ,S/ n . , � q , P . , , P J . . Y , , 9 . � + � + 0 + 0 �NRL.E� � � �� a , ; I) + I P '� P '��' P , ; a. Concrete design is based on the Building Code Requirements for Reinforced Concrete (ACI omissions or conflicts between the workmg drawings and existmg conditions. Coordinate � � � � , , . . . . . � i i i ; �_:..._, �._._... :. .... ...:....:: -u.M:.�... .....,,,.,.. ._..__ � .......�... .. ,�..... w,.�,r� �..»._,.... .,. . ...,..... ........... .��...... ...... 318 as ado ted b Cha ter 19 of the 2009 IBC. re uirements for mech�nical electrical lumbin enetrations thrnu h structural elements with ( � +�. I i ) P Y P 9 � �P 9 P 9 R � �, �►, ' ' ' ' structural en ineer. Jobsite safet is the sole res onsibilit of the contractor. All methods b. Structural concrete shall have a mmimum 28-day compressive strength of 3000 psi. g y p y ( . I 09/14/10 ; �........ .............. . .... ...........:. ..........:. ....... ........ ........._ ........ ...._ . . . . . . . . . . . . . . ; v , . .. ..........._ . ..... ........:... ....... ......... ........._ . . .:........ ...1 c. Concrete shail be ro ortioned usin T e I-II sulfate-resistant cement. A mixtur c used for construction shall be in accordance with the latest editions of the IBC IRC. � - � <- -'<.- � - w - � -£ - - _ - - - - - - - - - --� P P 9 YP d es ontaming / � . : : : ; S <:; ,:::,< <,_ . . . . .. ;; • � € : : E : chloride salts shall not be used. d. All water roofm and flashm is the res onsibilit of the architect and contractor. ; � � � ; P g. . . 9 P Y _ . \`�: // . . . . . . : f : . t : . . . 2 d. Cold weather concretm rocedures shail be rovided as recommended m the ACI Manual of e. - It is the res onsibilit of the contractor to contact the structural en meer at the a ro nate : , 5 : : 9 P P P Y 9 PP P �\ � : ; ; : : , . . . . . . . . . . . � : : : , : : , � ..� . f � � w Concrete Practice. time to erform site cbservation visits. Observation visits to the ubsite b the en ineer are P � Y 9 �- - - - - - - - -� S1 00 � . , „ . . . . . . . > rn — � _ N , e. Anchor bolts for wood sill lates shali be laced at 4 0 maximum s acm with on4 anchor for determination of eneral conformance with the construction documents and shall not be • P P P 9 9 ' a � » . . , , , N . cons r o , , bolt at 12 from each end or corner and a minimum of two anchor bolts er iece. t ued as inspection. WALL BELOW Q P P . , . N ao ca r � . . , o � , f. Thou h ever effort is made to rovide a com lete and clear set of construction dacuments � f. Concrete coverage for reinforcing steel. 9 Y P P � , U � . �� . . . . . . . Q p a� o0 , . STEEL BRACE : discre ancies or omissons ma occur. Release oF these drawin s antici ates coo eration and f- � rn rn 1. Concrete cast a ainst and ermanentl ex osed to earth. 3 P Y 9 P P Z v 9 P Y P . . . . . . _ � E- I I I . continued communi �n between the contractor architect and en meer to rovide the best _ 2. Concrete ex osed to earth or weather. �at� � - g P o , P . . . . C o r� r� PROVIDE 3 x7Y PSL W z ; 5 x5 PSL OR HSS SHORING Y2 a „ , Y Y / . , ossible stru se d h v e ared r the use of a ualifi ontra 4 4 N I� I� cture. Th., rawm s a e be n re fo ed c ctor „ v ` . P 9 P P q o , A. 5 bar and smaller 1 1 2 . . . : . - c� rn rn # � COL. UNDER' STEEL BRACE 12 6 TIMBERLOK SCREWS � � » ex enenced m the construction techni ues and s tems de icted. � � � , ; P , q YS P_ . , . F- w�� B. throu h 18 bar 2 � 9 # . INTO STUD PACK rn w . . . ' Existin structures. Contractor shall be res onsible for vent m dimensions elevatians � � r� x . - 9 9 P Y 9 , , z c ,� �- �-- , 3. Concrete not ex osed to weather or m contact with round. . . . . o '; P 9 ._ ~ a , . . „ framin , foundation an� an hin else that ma affect the work shown on the drawin s. Q cfl � _ r•� � , 9 , . Yt . 9 , , Y . . . 9 L � A. Slabs walls oists 11 bar and smaller 3 4 , co v� .�...,, � � � �# � � Under innm shonn nd bracin of existm structures shal! be the res onsibiiit of the � N „ P 9, g a g g p y J , B. Beams, columns 1 1/2 a� , contractor. � � , • ,� � » t� •- STRUCTURAL WOOD FRAMING. - - �' S H O R I N G P L A I°�l sCALE. � 4 � o z i � o � � � . » . ' . ` o0 0� ; — U N � : a. Exce t where noted otherwise, al( 2 nominal lumber, exce t studs, shall be Dou las Fir Larch �n r� : P P 9 - r �n , , „ , , � -./"``�'� rn r- �~��'`,. 2 and better and all solid timber beams and osts 3 nommal and wider shall be Dou las ��� o 'n � # , P , 9 �- I I ', . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � o0 _ rnrn Fir Larch 2. r � # � , � � X' �- �- +, o - - - - - - - - - - - --- - - - - - - - - - = - o rnrn ; � , � � c� �_ �..�.� w..m._� ....._.... �_.__...... ._.._..._.. ...._.._.. ..:.....w.. .......x.... ........ ...�.w.m. .�:.�...� ..._.m..... .M.�._... ..._..�.. �] .�.. m � . .�.,-, ( � � � - L . J � x � � v .F.+ O Q � . arn � � _ , I ...... ......... .... .....__ . ...... : ... ._ ........ .....: . .... ..... ....:.:. ......... ..........._ ......... ........... ....... Y � i � I � >....�. , ATTACH LVL COL. TO ATTAC i I H BM TO LVL COL \ I , rn. . . . . . . .. . .. . . . . . � N � n� n� �� .. . . . . . . .. . . . . . . . . . . . � I � . . . . . . . . . . . . . . . . . . . . � . � '\ . _ . . . . . .... . . . . .. . . . . . . . . . � . . . . . . . . . . . . . .. . . . � !. EXSTG. MSNRY WALL W W 2 1 2 �bx3 LAG � � �__.. ... ...... ..._........ .�.....� �.µ.., �.�.. .�....1 _....._... _.�_. . ...m ._ �.____. 1. �...__�/_....._. .....__.... ___._._ _ . � � � � ( � � � .r � 1 16d DRIVE PINS � v� SCREWS � < ; i \ , » , I ( _� � . , ; I 8 O.C. STAGGERED � � � , .._... .......__.. ..........�. .k........., .,�...�... «._..._�.. ........._�. «.... ..m.. ..�_.... . ..r........ ...�._..... ........ �...:.._ ��......�.. ......._.� ...,..., J I - � , � ( I I � I Q � 1 � � � N � . . . . . . . . . E . . . . . . . . . . . . . . . . . . � . . : . � . .. . . . . . . � .. .. . . . .. � �� I �. . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . .. . . . � � . . � � . � .. �. �'�. . . . . � . . . . . . . . .. . .. . .. I.. . �.��� . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . �� � I � I � .� . . . . . . . . ..: .�. . ( �; . ! .. . . . . . . . . . . �.� . I . . . . �.� ...... ............. ............. ............. ............. ......... .. ......._ ............. � ............: �......... .. ..:.......... ........:.... ....__.... ............. .............. ........... ...._ . . . . . . . . . . . . . .. . I . . . . . . . . . . .. . .. . . . . .. � . .,. � � � . � . � � ���� ' ��� . . .. . . .. . . I � . . . . � . . . . . . � � � . � . . . . . � . � � . . . . . . . . . . ... . . ... :. ,. (O � � � . � � I ( � � II I � ./�'�✓ I � X � � 3 cp � �., 1,..,_,...,. _.__M� ........ ..... .. ......, _ .... . . .. . , � , . . _ ..,. . _ .,,,,...,, ».�,.„ ,,,,,,,,r, ,,,,,,,,,,, ,,,,,„ .,,»,,,,, w,.,,, � � � � � � . � � � � � I 3 I II J I S1 I I `-�--E — _ � 1 � �m �.._�... __..�_� ..,_...m . ......_.... .:......�_ ..:._... _......... ............. .___ : :..:......... ... .... .�k..:..._ ..::..... :..:�...... �..�...� ��.._ E � � I � I I f . � . f � I I I Qo 00 I ' � I � I I I � I � ...._ ............. .:.......:.._ ..:.......... ._........_ ..._.._ _.::.. __.... .. . .......: ........:: . ...... ..........._ .....:. ..._.:..... ............. ...... l oa o0 � , I � FLOOR FRAMING � I � I I I � ao I � oa WINDOWS IN UNIT � ABOVE' ; � I I ( . . . . . I � . . . . . . . . . . ��: . . �.. olol �. . . �. �. � lolo . . . ... � � . � rC I I I I ABOVE , � _ . � _.... .... ... ........ ........ ...._ __�_, __.__ . ___. _ . _ _. _ � � � � . �--�-� � � . .....� .�..�.1� . .. .,_... ..__.M__ ...._..w �.,,_... .....,,__.., _..,, , � o0 � � ''.-- i 00 � � ( ( � p 00 0o r I � I _ � I I � � - I - - - - - - - _ _ � i I ( � ...... ............ «....._. .....::_ .:__..... ... ..._... .....:. ..... . ....._,.._.n ..�....._. .....m_..., w__..nr_. ...�.m.�.. .n..::��.. ..�..�n.:� ....�..::ml ....... I I I � � , , i I � I 1 _ _ I I I EXSTG. 3 0 x 3 0 I I ` : � � � - - � � I � - - J � ...... ...,......... ........... ............. .....::..... ............. .. ............. .........._ .......... ......._ ..:...... .......:. :......:. ......... ............. ....._ ( CONC. FTG. MIN. � I f� , I _ � Q I -, - -- - - - - - - - � I I- w I — — i �..... � � _ � i i � � � i r— i i m � . . _ � �..... »».._._ ...»..». ...�.._ _...__� ._____, _...�._� ......_� ......_.._ w.._�a_ ___�____ __.__ _...._ . ___... �...__� �....�.. _.... � ii � „ i � . I � , i - : : I I I 12 6 TIMBERLOK �-.-� � ) L - -- -'J � . c.� ' � � II : I . � � . � I EXTEND LVL � , � I SCREWS` PER STUD II ......... :.......: ......... ....... .�....�.�. ..._. :... .�.. .......:. .k.._.... ..�.�.�... M.w..:�.� m..��.�. ......�.M, ,_..k.�� wM..k.�.. ..._......� � I II � - - - - ` I I � � SHORING TO I PACK ; . 1 I . � I I . W . CUT EXSTG SLAB & POUR � � : I . TT M OF I . I BO 0 �, I . � � I � � I - - - - I ............. _......._ .....:...... ............ ........... ...._... ............. ......._ .....:..... ...:..:....:. ........: ......:...._ ::.........._ .... ... ............. ............, I I NEW 6 CONC. SLAB REINF. � -I I WINDOW TRIM , „ II I : DEMO EXSTG WALL IN I . . w � . . . I 4 s C�D 2 0 G EA. WAY' I . I I . �+ I I / # : I � , ' � I I _: THREE PHA�ES. PROVIDE ,. _ �.. _ � ` CENTERED IN SLAB I ...... .. ... ....... ... ..... ... ... . ...._ H,.�,._ _ ..._ .......:.. _..___ __w..V.. ___.___. �.__. ,__._.... ,..�.�_. M..,...,.._ ._.._. I � II I � r ; 5 x5 PS� OR HSS I I Y4 Y4 W I L � � , I - � I STRUCTURAL COLUMN IN L - � I � J � SHORING COL. � ` � � LINE WITH COLUMN ABOVE ^ � � � L— — . ... .. \..� . � , ,.,.... ,�..,. � .,,.,.., ,,.... .�,..... _,.......... ... M., ......... ,,,.,.,,�,� «�..._�.,. ,.,,_... .:....... �.._..�.. ..,;...,.: ,..,_w�... �._....,:.:,. ,,....� � ,-. � . - � � 1� . I— — Z I (i}" �f- � - < I PRIOR TO D�MO UNDER _ �` I— �' � : I I ; . I � I I � I L - _ , ► 2 . � � . � I ADJACENT GOLUMN , � _ _ _ _ _ _ : + _ . . _ _ I I_ . 5 . I I I . .:- _� ....... ............ ...:..: ........._ ..........._ ............. . .......... ..:......... ......... ......... .... .....:..: _:.:::. . ..._ ......., _ .:.. , . ,: � I . . I ,.. i o .�.. � , � � — — — — � �r � _ — — — — � � < , i i i .:.. � 3 _ �: i � �- - - - ---� - - -- - - - - - - - - - - -- - - - - - :.<.. I : 3 1 /4x97{ LVL 3 2x10 . ::.:: . , � ) � � ) 1--I - - - f,.... 2 2x10 : � - - - -- - - -� �.., ( ) I I � .y.. [i_ J nn _ . . W ' :;.< : 3 x 7 PSL �, ;_ : : < : I' II t Y - - - -- -- - - - -- - - -- - - - - - -' � . .. . - _ _ _ . . ... . Y� a � . : : . .. .. ...:�.... .... ...... ......�-. .. . . . d i i ..�-L'r'a%�<%3-1 ..M�i'� ...... ........ ........_..w........ . : � . . . . .. . . . . . � � :.. . . . .. � . . . .: � . ... ....... . . .. ... .. . ..... . . . . �i'_.'.�.'"3'. . :'3'. .� . . . . . . . . . . . . . . . . . . I . . . v. .. . .,o... . .,e,a....,r.-.,a.�. ..-...t..,i �.................... . ... . .. . . . . . . . , ._.. . _.., ... . . : ,... y �...,� V.,_ , . 3 x .7 PSL — — — — — — . , ,� — � �. . � �Z Y4 �T� .,. �:�:..�..„ ._..�;,,�„�,,,::.�.:� ..� �, ._.. . . . ,. � � r � .. ............,_:�..... , , ..�. �.<. _ . ...... ...................�.,.:..,....�:..� ......�:.,�:,��_�.....,..... . . � S H OR I N G CO LU M N . ... ..�..A. . . �3 �'y �:..:. :..::<: . . . J J .�.., ..:....., H R1N LUMN �o . . : . , S 0 G CO . `�( M�--1 � . .;;f:<.. _r_< �o � � ...... -4- W .. s° � I . . ..�...F /� ' .:_..: ..�..<_.. : + ..... ....., � �. . . �.. . ti . � .�� _..� ti ( y ..:. ..... + , .,v. ., + � _ ..,..� ..�..., I � � W I .,. . _, � . . k,rv . . . . . . . . � . . . . . . . . . . . . . . . . .. . . . . . . . :...��. .. .... ......:.... ....... ...... .....:f%..�`. . . . . . n . . . . . � . . . . . � . . . � . . . . . . . .. . . .S . . � . . .•.. ... .. . ..� �. . . . . . . . . . . . . . . . . . . . . .. .. ^ . . I .. ,a. . ..... ...... ...a....:.-�.. . ...-,,i..�.,.;..< . � . . . . . . . . . . . . . . . . . . . . . � �. r.. -t�r. .2-a.. . -r-. . a . a r . .k . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . .. w.:"t:......................................... ..:...................:..T.•.: . . � . .. . � . . . . . . ..Y. . :?. . ........ ....:..........y.,..:.Y, ....-.,Y,..:.:.Y..:.3 . . . . . l . . . . . . . . . . . . . . . ... . . . .. . a<s-r-r�. a 1'. .a ,.3e�ea .i.e k. . . . Y . .. . . � . .. . . . . . �......,................:...........:..:?...;..:...,.....:...:. ..,,..._.....,._...:.._.......3.....,. . . ��, . . . . . . . �� . . . . . . . . . . . . .. . � . . . . .. . . . . . . . . . . . I ..� .. . . + . . � . . . . . . � � . . . . . . . . . . . . . . . . , . . . .. � ... � . � . . . . . . . . .. . . . . . . . . . . . . . . . . . . .. .. . � . . . . . . . . . . . � P OVIDE 8 I I - R X � � I � TIMBERS UNDE R I NEW CANT. CONC. SLAB ; I �T� I 1 REINF. PER SECT. 1 S1 � SHORING � / . _/ �T� COLUMNS H ( I EXTERiOR HEADERS AT BAY ARE. F=i - S1 ; � , M�i I 3 -2x10 s 1� 1 -2x6 � c ) / O � ; � - � , I TRIMMER AND 1 2xC� � O � , �- - - - - YP. � -f I T -f I T � ( KING STUD EA. SIDE, T � o I I I I i I I I UNLESS NOTED OTHERWISE I ' � ; I I I i I I I � I � I I I I I I I i I _ I I I I I I I ` � ; I � � �- -- - - - �- L .� �_ � � �- - - =- - - == -- - - - - - -- - -- - NEW HEADER F� I AN - - - - - - - - - - - - -� „ , „ � c� . . :....::: : ...:. .:..:.::..:. • • • . 2 SCALE: 1 2 = 1 -0 1. Existm construction is i�dicated thus new construction is indicate thus 9 � )� d ( )• � � » y » S1 � • - - 2.' Built-u ost$ shali consist of Dou ies Fir-Larch or Hem Fir 2 or better 2x4 or 2x6 studs er lan FO U N D A TI O N P LA N S�ALE. , 4 , o p P 9 # P P � . .. . . » and shall be nailed to e�her with 2 rows of 16d nails � 6 on center alon ea h stud. 9 9 � � 1. Existin construction is indicated thus ._:M _.._...�..:. ��. ...H: .H._ new construction is indicated thus , . 9 � ) ( ) . � . . .. . . . . . . : .. . . . � . � . . . . . .. . . . . . . . . . . _ � ' � � ' �� • . . . . . � .. . . . . . .. , . . . . . . . . � . . � .. . . .. . . . . . 3. Built u beams consivtin of muiti le 2x members shall be nailed to ether with two rows of 16d nails P 9 P 9 ,, . �� . „ �� _ �' „ s aced a� 12 on center or with two rows of 1 2 diameter thru bolts s aced at 24 on ce ter. , n P � P 4. T� and battom lates shall be Dou las Fir-Larch or Hem Fir 2 and better. Plates laced directl on P P 9 # P Y , � concrete wails �r slabs shall be ress�re-treated He Fir . P m #2 » „ . . W ; . . . . . . , 2x6`STUDS C� 16 0 C . . : , . » ki � � / 5. Exce�t a3 noted otherwise mmimurr� nailin shall be ronded as s ecified in the Fastenin Schedule , , 9 P P 9 , PLYWD. OR OSB SHEATHING 2GG9 iBC Table 2304�.9.1. ; ,�-._. „ . TD H '` . , desi ned b �, , 9 Y . , CONC. SLAB REINF. W . 6 .� �'"��'�./""_"`'.�,'"`'�i'""___`-� ".-''�'�'��.�. _ / � 4 DWLS x 1 4 EPDXIED , „ ' M TN ; „ , , „ , 4 s C� 12 O.C: EA. WAY � # drawn b � Y ; , INTO 0x4 HOLES � 2 ,, , � STONE VENEER : CEN ERED' IN SLAB , T � ) O.C. CENTER IN SLAB TDH � ) PER ARCH. checked b ADD SOLID ?_x B KG. Y L � T1NN. I TS TYP. „ , B JO S , . EXSTG. 4 SLAB � _ � � _ issued , � . . . r n � . . . . � .. .. . . . . . . . . . . . . . . . .. . . . . . . . � � _— — — . .. . , EXSTG. 2x8 JOISTS . . 16 4 . . . 3 . . . . a r . � . a . . � _ . . . d a : . . aa : �� a � . a. . PERMIT 05 17 10 . . a . .. . � � � � - - - - . , a . ----- — a a . . . . � . . . . . - - - - � a . a a . . . -- — _ = =_ = = = = _ _ . .a � a REVISED 06 17 10 : � , , . � �_ , �� -�-- - - - -�_ +._ - -1- � 1 6 . . . . . . . . . . . � . . . . . . . . . . . .. . . . . . . . � . . . \ . . . . . . b . .. . . .. . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . — — _ _ _ _ — . . l. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . \ \ \ \ \ .. . . . . .. . . . . . . . . . . . . . . . . . . . . \ \ \ ` \ . . . .. . . . . . . . . . . . . . . . . . . . . \ � � � � . . . . . . . . . . . . . . . . . . . C� . . . . . . . . . . . . . . . . � . . . . . . . . . . . . / . . XI �� � / / / � � REVISED 09 03 10 . � � � � f � � . . � � � � � � , . � .� , i .�,��� i , ii � _ � � i � � 4 DWLS x � � i � '- # .. /� � .� � „ „ � » � � � REVISED 09 14 10 0 � � � � x W �x4 l � C�? 12 O.C. IN ,� � 1� CONT. L 4x4 Y4 � � o = �- = - _ _ == , , „ . � . . . . . . . . . . . � ... . . . . ... . . . . .. . . . . . . . . . . . . . . . . . . . . . � /T . . . � � . . . . . .. . . r � FULLY GROUTED � EXP. ANCH. s � 16 O.C. / � � CELLS ALTERNATE / / � ANCHORS SHALL BE ` � . � I J ( ,/i i i � ( � � _ _._ � EXSTG. BM. DIRECTION [U1/1� CENTERED IN SLAB NEW BM. PER PLAN I I ) ) � � � � ` , � __ � . . . . . .. . .. . . . .. . . � . . . . . . . .. . . . . . . . . . - � . . . . . . . . � � . . . . . . � . � /T�-7 . . . . .. � ��. . .� .t,_. . � ... �� . . � .. . . . . . . :. . . . . . . . . . . .. . . . . .. . . . . . . .. . . . . . . . .. . . . .. . � � i �_� \..vd P.,.:...'3 , , . ��=�: . '. . . . � ��'. . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. . . . / � . . ..�. . ,, � �, �. .. . .,...„ � :. . . . . , �— � �� , � � � '� » „ .. , ��� � . � _ , .il � � , , 4 FORM VOID BELOW SLAB BACK R. 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NOTE: USE 3 LONG � � - 7 y2 � 1 � � � � � - - - - - J 1N IF W5x OPTION IS CHOSEN `'� � � _ , f 1/ a � , �I : � t . � � •..:. � j 3 ` � . . . . . � . . . . . . �.. . . . . . . . . . . . . � .. . . . . � .. . . . . . . . . ..; . . . . . . ��. � � � ei .. . . . . . .. . .. .. . . . . .. . . .. . . . . . . . . . . , � .. . . . . . . . .. . 3 - _ : SCALE. 3 4 - 1 -0 � .. � . � . . . . . . . . . � . .. . . .. . . . . i . j� . . . . . . . . . . . . . � . . � � � � . . � . � .. . . � . � .� � � �� . . . . . . . . . . . . � � . . � � . .� � . ... . . . . . .. . . . . . . ��---'" � . �� �. . . . . . . .. . . . . � . . � . � . . � . . . .. � � � ``� S1 � � �+� *,, � ,� ; „ ; 1 . _ _ ." - 1 `�-�, SCALE. 3 4 0 S1 JOB 1004-16 # , . . ; _ � .,� � . . __.� .� , �� _ �_ �P. _ - _ _ .. .. . . �, _ � .r ,�.;, , _. ,, r. . . . . . . . . . . . . . . . .. � . . ... . . . . . s �" ' . . . �� .. .. .. . ." .. . . �.' . K,' q.T. . . . ..re . 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' / , �..� �} ..:::...,. , � � FROM THE DATE OF CERTIFICATION SHOWN HEREON. ,;..:.<.:...... -. , � � � / � < .. :::..::::.: ^ o .. .. ...::.:..... � � ,...._.:.:.::..::.:: / o � � � ::.::: :.::.::..>::::.::. 0 4 THE BOUNDARY CIMENSIONS EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD � ) � , / ii � ::. ,...: . � a.,<:. . _ s .::.�,... ... ,. ��,...... . . _ _ •e• PLAT FOR THE SUBJECT PROPERTY AND TITLE SEARCH PERFORMED BY LAND TITLE GUARANTEE COMPANY, ,i/l„>.:.r .. . / / � :: 3. :.<..:..: ; , ORDER No. V279084 JANUARY 14 200 -,::: : . / � DATED , / FINISHED .., \ <::.. ... ...... FLOOR / ,...: ` , x 8168.4 ;... \ � . = 8�7s.7 / S AN RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. 5) VERIFY CURRENT BUILDING SETBACK D ; ? 6166.6 - t •x� � � ' K � �,� / ,q� � ti , / � � R • � � . w \ 3• ��O � / 03 �F , / .S. SURVEYOR S CERTIFICATE x � \ a,ss.� / o c� / . . � 8170A Q \ / �,o � I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE � �- ti � � � � / �- ;� � o�' . .'°" OF COLORADO, DO HEREBY CERTIFY THAT THIS EXHIBIT WAS MADE BY ME AND UNDER MY SUPERVISION, � . � � ; a �ti . ; , / ^ � � � ry AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. ` O � w �� � 1 , ! � ,:, ii , o / �.... \ � , 1 O xstss.7 � ii. .:: . � , 8174J � 0.5 S . / 8174.5 ; � ` „: . . � \ . . . . . . .:,; � . . . . . . � k . . . . . . . �� . � �. . .. . . . . . . . . . . . . . � � . . . . � . :���� � . .:.. . . . .. . . . . � � . . . . . . . . � . � � . � . . . . . . . . � . . . . .. . . . . . � � � � .�.:�:: .� . \ � . � .. . . . .. . . . . � .. � . . . � . . . . . . . . . . . . . . . . .. . . .. ..:_ �� . .__ . . . .. . � . � .. . . . . . . . . . . � � . . . . . . � . . . . . . . . . . . . . 8174.0 .. . x ,_. � >.:.. ;� . / �l � 8176.5 . l� ------------------------------------ , � :: ` SAMUE� H. ECKER x: , . �� . .8176.5 . t� � 176.Q. : : O . \ , . � COLORADO P.LS. No 30091 � � o � • . o ; ; � � FOR AND ON BEHALF OF • o . . , ; � . � 0 GORE RANGE SURVEIING LLC � � � ' ,_: :. a 174.5_..._. _ . 1 , � .�. \ . _K >..: �`��• x ;. ly • r . o � > 8175.1 Q _ . • � z8170.3 \ QO ^ fY .. � \ ;::., , : . ^. > ..� .. . O / ;;::.> 8 ,:::. � � , , 7� c`' . 8171 A :8 .:::. C� x 8171.5 ` 1 , 6 >: � � � \ ;_ .:.�9 , .p• . . .. '� A< ,, ,,.;;; ,, � � ,,. ;-. � " <: < ., . ,: anz.2 ,.: .. _:.. .; s x 8174.3 \ \ _ _. :: . _:: � ; , � ,. 8176.1 \ • �� �?!!B 7 7 f :, ' 8172 4:::<. t 3. ,:, ��p � > � >, V ; 8176.0 zr � .. ` ,; : � _ >,; � , O ::: � f �i � ::: r . ?o. 0 : o , \ _ .�_ � 0 x ans.s / . ; / ty _, _ . , ,o, , ..... . - F a � _::. -. h . � . . (/ � 8� ...., h � a 8175.8 1 , '1' Jj � e , x �� .9 .. • �j �' ' '<' 8175.2 � � R :,>. 8170.8 T 8172.9��c 8173.9 / -., . f- 8772J ; ; , \ \ � �8176A -,..> :, � ,. , . F` ! 8174.6 ,.. .. , � / ; . -9 St ' � x _ . � � ` ,:.. �- 8175.7 , . 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