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HomeMy WebLinkAboutSpraddle Creek Estates Lot 9.PDF � � _ _ - _ - - -_- ` - — _ J PHONE PED fND PiN & CAF' �° O�°13�� ^7> W L�T 7 r``� L'S $42 598nP � L S J{ 27598 y i - r,�rFs - � 140.17' � �, � 1) Da7E 0� SURVEY 1 t/19/37 /� i °',,-------`�� 20' UTILITY 1� '� 4 ��w EASEh',EN7 — — — ..._ � _. — - 2} SU�vEYOR H1�S M�UE f�10 INVESTIGAT�ON OR 1"dDEPEi`JCENT SEARCH FoR T� PED ,�p_ __I-� - -- - - - - -- — � �— � — _._ _._ ._ � — � / EASEP��ENTS QF REGORD, ENCUb�B+�ANCtS, RESTRIC i RI'� C4VENANTS, � � °': � / �t Q��iVERSHIP TITLE �VIDEf�lCE, OR AP4Y OiHER FACTS T�-{AT AN ACCURAiE /! � , ,��, �m 10' ,.� � _ _ � 1 / " " �,PdD CURRENT TITLE SEARCH r,tiAY D�SCLOSE � � _..Ir�== -- — — — — — — — — — — — D� 3� PtOT1Ct AGCORDING TO COLbRADO L�4"J Y4U h�US7 COI�l�4ENCE AfdY L;G�L � /�� � ` J � � lnGTIOfJ 6i�St�J UPQ�+ APiY DEFECT II�! iNIS SURVEY 1"dfTHIN TNREE YE�RS � � �� c '� ^' f SEWER STUB 1 p' Ufdt��RGROUf�lLl � / � I�FT�R YCU FIRS'C DISCOVER SUCH DE�'ECT. 1N NO EVENT, P�1AY A,^�Y / � �� , `°/ATER STUB,/ � , / PO��ER LI�,E EAScAAE�JT � �CTiON BA5ED UPOr� afvY DEFECT �iv �HiS SURVEY Bc C.Or�fMENCED �ORE � SEE rdorE �6 a� THAN 7tN YE4RS FROP,d THE DATt OF THE CERT+��CATICN SHOWPd � � /� ��'S' f HEREON � 4) BASIS OF ELEVATION CC1fdTRGL PT "5U�10aNCE" EL = 86�4 7 2�6 // ��,-� � , � � � / �,�`Z/ / (� (� 5) BASiS OF PROPER�Y L�NE LQCATIOT� BOUNDARY QF SFRADD�E CREE+: ESTATES '0 0 / � / o.� / � ,P,6) ;�HE CENTERL,IN�,rOF THE EASEti�EPdT i�i BCOK 625, PAGE 320 15 CEJ�EREE} � j� /� ���� i �� �'a pVER TNE UNDERGROUTyD ROVu'ER 1.1tdE AS CON�TUCT�D 7HE IflCA'fON °" " �,� ' � / / ' ^ t x � � � l,�� � „ IS SNQti4f� A5 APPRQ,{IMATED BY EXHIBIT A CF THE DOCUMEi`1T REC�)RDED IN � / / ��/ �/ 20 Q � � O � A� - ea�� s25, �ac� ��o `L � � . ;- � � o / / ,� / �O SIGP� � (tdO7E PER P!�fENDED FiNAL PL,AT) / /� 7) fV0 D�I�� AT TIE,iE CF SUR�tY � � / �-�---_-___.�__ t o� UT�U�Y �ASEMErdT j� ,/ � ' ./ LOT � �'� n n � � �, �o�~ �� �� ,' EA�E aE���NTEr�lAflCE � _ / /T� � - � __ N � ,-�� , � /�\ , �, / / - I � � �1�� -� � � /� ��— 20' UTlLt7Y Er�SEF�EN7 \ 3���0., � �� � /J� / / QQOK 646, PAGE 443 \ 21 /f �� I f .� / / �` �� Q TRACT D � ` � � �' � � � , ; � O i > > J i i �i � ,' i i � � � � � i B�1LDlflG ' i i Er�vEL�FE �% �f � r i '� '� LOT 9 � 5LOPE. NAINTENANCE � � � /�1�n,,�MENr /� // 63,044 S F A��9 s zj ; � GUARD RAEL / � � � s� �s9ry � /� � � 6 B 8599 6 � � � ` � � 70P FND WAIL ` / / S �nP�c��) � IMFROVE��4ENT �OCATION CERTIFICATF / / O� °j / P,ET N/ALL / / � �o .°, z / / � N � / I hereby cert fy thot this Improvement Location Cert�ficote was p�epared �� � / / o, fn o , �3 � for SHAEFFER CO�JSTRJCTIOfI C� / � � `° ^ �' ° � that it is no o land survey plat or improvement survey p{at, an� that �t ts Q �� / / � / f 2 � o � na; to be reied upor for the establishment of fence, bu,iding or other future �, /1 � / � 8589 5 � ' i �mprovement f�es � � �� � � �l Lt,/ / / �"�l�- � 599 6 I further cer�fy that the improvemen;s cn ,he obove descr+bed parcel on (� �� / � / zx2 cerac PAD - � th�s date. 11�19/97, except ut�lity connections, are ent�rely w�th�n the �/ � f / \ �'3 1 8604 6 1 boundari�s o the parcei, exeept as shown, that there are no encroachments � � � r � �� 6a n u on the de.cr�bed remises b im rovements on enY � � , � {/ �. � r / . � � � P P Y R ���odt�t��n,g��premises, �tJ 11 ^- �20 0 � \ o � � except as indica.ed, �nd that there is no cpparen��������r,�l��f� '��n of t�ny �� 0 O -�� � ^ easemen, crossing or burdening any port of saici�.��e�> F.y,t��,� noted � , �•� 4 `. P� FC�C�;+."1`,��� r � rt O O / 8589 5 0. / a 0 8606 2 � : '� F :�" = �..J 'I� A � / � � a' � � ` f_�..�S.r� `� �+...s- / \ � / j � � Date _J�?�C��_--_ ---=�`�"�-:-='`-2 - -:�;--- � fj / �, � Stcn zlG�,tY!dt �ca ; "�-� � � / OUTLENE OF y � � /� r COlOfad6�'1j_.�J 2�rJ9�` Q { -� _. y T � FOUNDATIO^d f, �� '�,, /�•., ��. •c�`��'� �. �l --j— ._.. � , � _. — -- — — __. _ __ .— — _ _.._ _ _ ._... � •, �'�9,;t•.... S�l ,�: � - •� @6fl5 5 � �' '�i � � j ` � , � (� 3 � 5 n, f�� �u,� � `O , ` CU�20 & GUTfER SCALE �'1 �lJ� � � ?9 2 /� N oz°35��s" e " , � � � � O J 99 1Q �� os 1 � � ��� �{ � � , \ � e.. ,\ ^ f�� 861a 5 � \ . v— —_ _. _._ �,_ _,_` �, r _ � . �� � (� \ v % _" — — — — — — _ _. _ � �� g �a ?p 5605 5 � � � � �� \�� t( \ \ \ 3,� 0 4, \ � / \ �! � ., � o o . � ' � ,,.� gd "' � m v o (;F rJTEP,LiNE 2Q' ; � �� /'r \� ° �� � � a5Q4 esozo a � DF�,�I���GE ESti4T i � � \ \ � \s ^ �4e °j � � � /� � � `� oG� aSPHaLfi ' \ \ s c� i \ , � 1 � �� `�' n tt 8605 5 ' � tl S 8597 7 .`�° � � � � �.'� / \ � 9 \ i W �/�� � �' �2 �' c� � / a j `\ �/ p i3 ' 2"/ / � 'o� � (,3� �� „ -�-� �n;� our ,- 2 r' �: � „o . `� , "�22j � P�T;C FIFE \\ s�0 � ��' R fi g q2 8513 7 0 9J ; � r� N j� ��Ei� / � � �J' \'\� \ � % \ � % 1� � Q �U ''� � �--�Sv' , � � - / I / � / \ \ rr ` 2 �o�'?' � �'-�`�`�. �____ _ s oo°> >°��__� _ i � \ ``\`'T--- TRACT E y N % � ��� � �s 60 � J� '� , : � � -- `-- __-- � q 9 2 0 J� \ �_�,-- _----�_ 2�Q� 27 9 �. il I � � � � , ra oa°� :��z" w __ ____._ � � � � ' � �� � � ._.---,_�" � �� a2 � � � l J..�� �xz sTO��-.---'c""""� I ' ' \ f 1 c2aTE � � �r� 8, 3 , ' t 61 5 `� � „ � 11� � S 00° 11 ' 12" E 365.82' _ " � - -� -,, � , �`-���� T���E IMPROVEMENT �.v�,aTIQN CERTIF�CATE RET WNL� Curve De l ta Rod,us Lenh�th Beor�ng Cnord Tangen� LO T 9 �35 ����z-i3� �� ,SO 6W �o �t ��•��-ii- � 56,ag 3d ii UNPLATTED SPRADDLE CREEK ESTATES C�5 6°38'42' 1�5 �� ?0,30 S 73'42'22' E 20,z8 t� 16 _- - `�= - - - - ����� C1D0 1� 1'GO`38' 1�5, 00 195 12 S 76°I1 '�4' E 165 12 �52 56 �Jr`� TOWN OF VAIL 41199 NIGHti"�AY 6 & 24, EAG�E-VAIL C101 4•S8'04" 175.00 15,17 S 72'SZ`03' E 15, 17 7,59 EAGLE COUNTY, COLORADO P U i30fXc 1230 ' �Q��N�VJ� �.� 81632 I��� 11�2;��iQ7 tJO V 1`��. 2378 („�0)349-14Q6 1 169218 �w�_�.�._ .._��...s......-,...,,...._ .�,, ,..„„ R�V1�101'1!� �Y � � � � � � � , r f r � ,, > � 5 EC-r�o r.Q L3 • 3 � � — � M � � � C O � Q N � � � � � ! � Mlo � O � �3�'� � �? �1 � �-�\,' o �- O D � a �'' d ._.__ ____--_,_________r�,'I-V�_.��__.___°.- � � � � � �' � �M � M ' �!V C�� « 's'i{RU�v1 `� " � II � 3 I s � �°�o��� � v 3/� i � a �, � �S ! � �la 8-d s-o . O � � � � � _ � � , M � � o 11 ►� To MA� nl �`-� O _ � _ _ ___._� � r M I� - M LtvF� 1'M x lo- � � ; � � � 3� O � p Q 3�,� , 8 �,-o s-� � v p� � la �' '� — ` �. ...�..__.__------ ._.____.._.._._�.. ____..._...__._.__.__ ___� .__._. �'' � � b-� � ^� �I� O ^� ? � �° ` l�t� TO �1 A 1 nl � /�T N(2 C�r�3 \ o� � � fi �� � N � �\ � +. � \ �9 O --�-=1.� E C '/ �C 10- �y� � � �� ��1 1 � � � M � �I�- � -- -.� _. a � �" _ � � ., S_V y -3 S-v �L � � _ ► - ' " I� � _ � y \ � �� N Q < s M __M �_. _..,�..�...�.._ _ o_ _� _ o �,J o � � o n � � � o � o M O � C�J �I , \ �-' �•-� J w "'_3�� 4 q O �O 31,� �Q ' "' , �y� i�rd �•►�1 � � o o � o � p 3� p ( � �; 2 " — — ��, e-s s-3 ��13 '1-b — �o- � — - — �'"t �O DER �'�C.-� 3A N&�ool� � H �i M $ �0 \ w � � ti.� O �J•r .��..._-- ^ 4 (y _ M 8-c� � p � 1 � O ' �' O O `= N 3c p y I3ATH�.00lr� � � I � O O , � O 2 -9 1 �?' I � 0 3�a � � o o � �- M � � o � F �2 -o i-� M o D� n! �_ , o A�avc � `I'�. O _ 3 � � IJNE FIiTING M � ���. 11- i � s � M ' i ( � � � � i - S LA I(� �3/4'90°STREET ELBOW u: '"" s -- � �rC� ►oN I3•Li oR — — — — � I, / / a y �^ / \ I ) - �3/4'FTG X FIPT ADAPTER � 7 � � �,F � 0 ~ � � d . � � �3/4'C X MPT ADAPTEA v � � -yt �= � c � , 3/4'COPPER TUBE � - a R`�3/4'xt/2'C X FIPT ADAPTER � �I E �,3 � - � �. � OWER L EVEL SEE MAtIV I�ISE� ��TAtL �L.L. URoP� ARF_ ,,��,,,c,,,��„ ' F — � �� _ �_ O I� �.,r, ��y - � I H iS S�+E ET 3!-� " I���r, , 3,, ��N ' � NorES �.IN �r_R STA� R z �,< M� � ; I I , � _1 N - OO Sr''RINKLER SYS�'�M DESIC�NED AS �ER NFF�A I3t�, Iqq�o ;� �"�7 I T I D� � , F;OC CONCEALOR ON GOOSENECK W/ADJUSTABLE DROP N 0 �1PE I� Co���� Tirr�c ``NI" \n// 9S-� So�� �� � � �, JD INTS RN 17 �' ��.11-L�.17 I'tTT ►NC� S � s 3O EN�ri►�E SYSTENI TO HavE T�ROPYLENE G L CD� �� � � � d a= r �,' - Fi2E E Y � � c.. ANTi EZ ~ U lL � 4O HANGF_RS ARE 3/8 '� CiST ANU SWC� SAMM`( SCREwS, � � � � �� W/ 3/e" AT� ANU To�co A��• ►���►�,s ' / � � ^ ��,. f' O �'u 5 WIRING OF DEVICES B�( QTHE{�S � � � � OO M U LT I H E AD R00 MS C A�C u L�-rE D Fo R I !o'-�'' X (�,_O�. _ _.�_ _ �,�.__ r__,... ______._. �._,�._. ...�.___ .___ _ . _. � �_ __ , � r..__ ___ _ __._..._.__._.._�__......._�____�.._.__.�____.__._.�_ ------- - --__._._�.�___ __,__�_.�___ ___�--- _,_..._______ ____---__� __ _�. __ .. � � i Sr�AGINC� i � ' � u ' " �,���ATER IP'�lFOE?�v�AT10Pd � S � NC,Lt NEqD ROOMS CALCuLATED �oR ZO'-�X 2O�-D�� -�- a � � iltotic �I O � St''F�GINC, �R Si"�RA��DLE CREEK R►7 Residual ►ps- Q CNECK W1TN C��.Ncf�AC. C,ot�iTF�a►CTOR 3EFOaE MAKINC� L�EAI"1 \`� Flow e. PENETr�ATiONS � �\ �NATER STUT3 � � � � \\ � COPPER TUBE HANGER SPACING OVER 100 PSI � � � � PIPE SIZE BETWEEN HANGERS TO END OF LINE ARM-OVER LENGTH,MAX � � � 3/4' 8'-0' (SSP)0'-6" (SSU)3'-0" (SSP)0'-6" (SSU)1'-0" `� � � � 1' 8'-0" (SSP)0'-6" (SSU)3'-0' (SSP)0'-6" (SSU)1'-0' � � 1 Y: 10'-0' (SSP)0'-6° (SSU)4'-0' (SSP)0'-6' (SSU)1'-0" � � � 1'/z' 10'-0" (SSP)0'-6" (SSU)5'-0' (SSP)0'-6" (SSU)1'-0" \' � � 2' 12'-0` (SSP)0'-6' (SSU)5'-0' (SSP)0'-6" (SSU)1'-0" � � ' � 2Yz' 12'-0" (SSP)0'-6' (SSU)5'-0" (SSP)0'-6" (SSU)1'-0" " `�� — � 3' 12'-0' (SSP)0'-6' (SSU)5'-0" (SSP)0'-6" (SSU)1'-0" �� � ' � � � *NOTE For pendant heads,the end hanger on a branch line,or the hanger � � � � � �„ on an arm-over,must be of the type that prevents upward movement � � � � - I�C_ J � � _ � ,�r� � � � � � � � � �°'� � � — t= — _ � — � � � — � �,� — _ — _ .� — oR 1 � � t� `� ��I.1 �.��� � , `� � °' 14-U ( I � 31�/ ln�S�T�ST ' ' � °1 i 4-ti ' � s � � � .. ' r,1 , 2" F'Inw Sw- � o � (� {` \, � �; .;� '�t�rv� r-Ccu�D� � I'S S _ Mgn 3�.NZ. � i� z `� �r� iiS-�2 �s- � �� �' �N , '�u is µp - � - < " SOLI.tTro�i I CS'� \(A. (/\ (J ..,,� 11 / '/�l 3 wAy Va �i�+z.o • 'NRESS (aa.r� � O — � �I" Hu�r.vRN+�i :! � � � �D ` !�'i F5 � �OMe��i'('IC. �� ���'����•�'l�Ck VA�V� W/ '�32�� I10�C Ji� l'.C'h?t��h S�.rv�y �FD I'I�''�xn�n1 VqLvF � � � , � d �f � � � / � S / ic!!7L#� Q � #� � �'!U E�ut.E.7'{7RE55U.'�G ITE Pl-Rh� ' � O� LANTROI.VA. AGKFLOW �REY� FEU�� (JZS�I I� - I0,-O • U7 � , DRAWN - (� A r N � ��C�� N Z7 5'�� ,�r� � CHECK�D � DATE � ' (-��- �l7 s SCALE � � "� •�+••,,_��V� Vct11� � � JOE3 NO � ��o�� � SFt�ET � � 3 , � � t , \,��,..,...-,, r.,,.,_..,..,,_........,.. .R. �. Q F ..�'a Fi�E T� .�...,,�,.-...-...A....�,a-..._....-,�.. ..�- �� _.,.-,.a....._.,,..�,�,.,�-...,....A„_......._..m w_. - --•- _._ _._�_ ._...�..�............ � _ - _,.�.,, .._ __,.,W,._._. 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Y Hougland & Associates 5616 County Road 100 Carbondale, Colorado 81623 (970} 963-2312 Plan analysis based on the 1991 Uniform Building Code Pro�ect Number: Vai110. 97 Date: September 18, 1997 Project Name: Ray & Neera Singh residence Address: 1229 Spraddle Creek Road Contractor: Geo. Shaeffer Const. Occupancy: R3,M1 Architect: Gordon Pierce C-1356 Construction: V-N Engineer: Peter Monroe 12082 Report By: Art Hougland NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code ( 1991 edition) with permission of the International Conference of Building Officials. # SHEET IDENTIFICATION CORRECTION REQUIRED ________________________________________ 1 A4 . 1&4 .2 Not indicated on plan: Provide attic ventilation that complies wlth section 3205. (c) 2 A2 . 3 Not indicated on plan: Provide an attic access (22X30 min) to each attic area.-- Sec. 3205. (a) > , . Page # 2 Required corrections for: Project Td: Ray & Neera Singh residence Address: 1229 Spraddle Creek Road # SHEET IDENTIFICATION CORRECTION REQUIRED 3 A0.2 Window Schedule: Glazing in a hazardous location ls required to be glazed with safety material. -- Sec. 5406. Window schedule does not indicate wlndows that, by mark, are located in one or more areas that require safety glazing materials. Please provide a window schedule that identifles safety glazing for all areas where required by the above section. 4 A2 . 1 Play/media & Exercise: The plan indicates glazing with no mark to identify it with the window schedule. Glazing as indlcated on the plan is required to be safety glazing complying with Sec. 5406 (c) & (d) . 5 A6. 1, 2&3 Not indicated on plan: A smoke detector is required in � the access area to all rooms used for sleeping purposes. -- Sec. 1210. (a) 4 . 6 A6. 1, 2&3 Not indicated on plan: A smoke detector is required in all rooms used for sleeping purposes. -- Sec. 1210. (a) 4 . 7 A6. 3 Not indicated on plan: On an upper level where rooms are used for sleeping purposes, a smoke detector is required in the ceiling at the stairs. -- Sec. 1210. (a) 4. { 8 A6. 1, 2&3 Not indicated on plan: A smoke detector is required on all levels wired to an alarm in the bedroom area (s) . -- Sec. 1210. (a) 4 . � Page # 3 Required corrections for: Pro�ect Id: Ray & Neera Singh residence Address: 1229 Spraddle Creek Road # SHEET IDENTIFICATION CORRECTION REQUIRED -------------------- 9 A6. 1 Not indicated on plan: A smoke detector is required in the basement wired to an alarm in the bedroom area (s} . -- Sec. 1210. (a} 4 . 10 A2 .2 Detailed information: This factory-bu�lt fireplace must be an approved unit. Include the manufacture's name, model number, and approval informatlon. -- Sec. 3705. (a) . The unit ls identified as a 36" gas "Super Hearth", please provide complete information about this appliance. 11 A4 .2 Fireplace section: The minimum clearance from the fireplace and chimney to combustible materials is 2 inches. -- Sec. 3707 . (h) & Table 37-B. The sectlon ls incorrect as presented in wall section 1. 12 A3. 1&Str Occupancy Separation: The garage must be separated from the dwelling by lhr fire-resistive construction on the garage side. -- Table 5-B & 503. (d) ex�. #3. System notes indicate 5/8" Type X gypsum wallboard for walls and ceilings. Please verify that any structural steel beam and column connectors are also fire protected. 13 A4 . 1 No Stair Sec. provided: The minimum headroom vertically from nosing line is 6 feet 8 inches. -- �+ Sec. 3306. (o) : Page # 4 Required corrections for: Pro�ect Id: Ray & Neera Singh residence Address: 1229 Spraddle Creek Road # SHEET IDENTIFICATION CORRECTI�N REQUIRED 14 A2 . 1,2&3 Not indicated on plan: A handrail is required along a stairway. It ls required to be 34 to 38 inches above the nosing of the steps and if the side is open, the maximum size of an opening in the railing at the stairway is 4 inches. -- Sec. 3306. (i) & 1712. 15 A3.2 Balcony guardrail: A 36 inch high guardrail with a maximum opening ot 4 inches is required where step is greater than 30 inches to floor or grade below. -- Sec. 1712 . The South Elevation indicates, by scaling the guardrail height above the walking surface, the height to be less than the required height of 36" . 16 A2 . 1&2 Not indicated on plan: The enclosed usable space under the stairs is required to be protected by 1hr �ire-reslstive construction. -- 3306. (1) . : r' w --------N O T i C E-------- A COPY OF THIS PLAN ANALYSIS IS ATTACHED TO THE OWNER'S OR CONTRACTOR'S COPY OF THE APPROVED PLANS. THIS ANALYSIS AND CORRECTION REPORT IS PROVIDED ALONG WITH OR IN PLACE OF REDLINING THE APPROVED PLAN. IT IS THE RESPONSIBILITY OF THE OWNER AND/OR THE CONTRACTOR TO CLOSELY REVIEW THE PLAN ANALYSIS AND CORRECTION REPORT AND TO VERIFY THAT ALL CORRECTIONS NOTED ARE BROUGHT- INTO COMPLIANCE WITH CODES AdOPTED BY THE TOWN OF VAIL. THE ISSUANCE OR GRANTING OF A PERMIT OR APPROVAL OF PLANS, SPECIFICATIONS AND COMPUTATIONS SHALL NOT BE CONSTRUED TO BE A PERMIT FOR, OR AN APPROVAL OF, ANY VIOLATION OF ANY OF THE PROVISIONS OF ANY CODE, ORDINANCE OR RESOLUTION OF THE TOWN OF VAIL. PERMITS PRESUMING TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF CONSTRUCTION CODES OR OTHER ORDINANCES OR RESOLUTIONS OF THE TOWN OF VAIL SHALL NOT BE VALID. THE ISSUANCE OF A PERMIT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA, OR FROM PREVENTING BUILDING OPERATIONS FROM BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF CODES, ORDINANCES OR RESOLUTIONS OF THE TOWN OF VAIL. (Authonty under the 1991 Uniform Building Code, Section 303 (c) titled VALIDITY OF PERMIT ) THE ANALYSIS OF THE SUBMITTED PLANS AND SPECIFICATION AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN . ACCEPTANCE OF ANY RESPONSIBILITIES OR LIABILITIES BY THE ' PLANS EXAMINER OR THE TOWN OF VAIL FOR ERRORS OMISSIONS � OR DISCREPANCIES. THE RESPONSIBILITY FOR THESE ITEMS AND IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICALLY WITH THE ARCHITECT, DESIGNER, BUILDER AND OWNER. COMMENTS AND NOTATIONS ARE INTENDEd TO BE CONSTRUCTIVE AND IN SUPPORT OF THE OWNER'S INTEREST. VaiINo97 � �30VGLAN� � ASSOCIATE� � � Consulting in Building and Fire Codes Hougland & Associates 5616 County Road 100 Carbondale, Colorado 81623 (970) 963-2312 Plan analysis based on the 1991 Uniform Building Code Project Number: Vai110. 97 Date: September 14, 1997 Pro�ect Name: Ray & Neera Singh residence Address: 1229 Spraddle Creek Road Contractor: Geo. Shaeffer Const . Occupancy: R3,M1 Architect: Gordon Pierce C-1356 Construction: V-N Eng�,neer: Peter Monroe 12082 Report By: Art Hougland NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1991 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with tl�e permission of the ' International Conference of Building Officials. � �N�9t ysis � Page # 2 Code review for: Project Id. : Ray & Neera Singh residence Address: 1229 Spraddle Creek Road --------------------------------------------------------------------- --------------------------------------------------------------------- SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Public way 101. 0 Feet 76. 0 Feet EAST Property line 34 . 0 Feet 34 . 0 Feet SOUTH Property line 79. 0 Feet 79. 0 Feet WEST Property line 118 . 0 Feet 118 . 0 Feet EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 17-A & Table 5-A NORTH EAST SOUTH WEST OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Qhr Ohr None Ml Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None The exterior walls may be of COMBUSTIBLE material. Sec.2201. None -- No fire protection requirements for openings. Prot -- Openings are to be protected with 3/4 hr fire assemblies. 500 of the area of the wall maximum. Sec. 504 . (b) & Sec.2203. & Table 5-A Maximum single window size is 84 sq.ft with no dimension greater than 12 feet. -- Sec. 4306. (h) NOP -- Openings are not permitted in this wall. * -- These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall. See section 1710. for details and exceptions. . Page # 3 Code review for: Pro�ect Id. : Ray & Neera Singh residence Address: 1229 Spraddle Creek Road FL NAME AREA MIN.LIGHT MIN.VENT NO.EXITS EGRE5S ------------------------------------------------------------------------ 2 Library 252 25.2 12 . 6 1 No 2 Master bedroom 309 30. 9 15. 45 1 Yes 2 Master bath 227 . 0 11. 35 1 No 2 C. T. Living room 178 17 . 8 8 . 9 1 No 2 C. T. Kitchen 126 12 . 6 6. 3 1 No 2 C. T. Bedroom 180 18 . 0 9. 0 1 Yes 2 C. T. Bath room 47 . 0 2. 35 1 No 2 Halls, closets, etc. 755 . 0 . 0 1 No TOTAL FOR FLOOR 2074 1 1 Garage 1170 . 0 . 0 1 No 1 Mud room 126 . 0 6. 3 1 No 1 Laundry room 45 . 0 2 .25 1 No 1 Powder room 47 . 0 2 . 35 1 No 1 Family room 504 50. 4 25.2 1 No 1 Breakfast/Kitchen 421 42 . 1 21. 05 1 No 1 Dining room 252 25.2 12 . 6 1 No 1 Foyer 178 17 .8 8 . 9 1 No 1 Great room 556 55. 6 27 . 8 1 No 1 Halls, closets, etc. 372 . 0 . 0 1 No TOTAL FOR FLOOR 3671 2 B Mechanical room 233 . 0 . 0 1 No Page # 4 Code review for: Pro�ect Id. : Ray & Neera Singh residence Address: 1229 Spraddle Creek Road B Exercise room 171 17 . 1 8 . 55 1 No B Childrens room#1 174 17 . 4 8 .7 1 Yes B Bath room 50 . 0 2 . 5 1 No B Childrens room #2 216 21. 6 10. 8 1 Yes B Bath room 49 . 0 2 . 45 1 No B Play/Media room 297 29.7 14 . 85 1 No B Powder room 44 . 0 2.2 1 No B Guest room #1 217 21.7 10. 85 1 Yes B Bath room 47 . 0 2 . 35 1 No B Guest room #2 188 18 . 8 9. 4 1 Yes B Bath room 57 . 0 2 . 85 1 No B Halls, closets, etc. 906 . 0 . 0 1 No TOTAL FOR FLOOR 2649 1 Yes BUILDING TOTAL 5745 2 FOOTNOTES: 1) EGRESS - An operable window or door that opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. -- Sec. 1204 . 1) The minimum clear height is 24 inches 2) The minimum clear width is 20 inches 3) The minimum clear area is 5.7 square feet 4) The maximum sill height is 44 inches 2} The number of exits is based on Table 33-A (Dwellings) 3) A mechanical ventllation system may be used in lieu of exterior openings for ventiLation. -- Sec. 1205. (c) 4) The requirement for an egress window in the basement is based on Sec. 1204 . Page # 5 Code review for: Pro�ect Id. : Ray & Neera Singh residence Address: 1229 5praddle Creek Road ROOM DIMENSIONS: Habitable space shall have a ceiling height of not less than 7 feet 6 inches. Kitchens, halls, bathrooms and toilet compartmen�s may have a ceiling height of 7 feet measured to the lowest pro�ection. If the ceiling is sloping, then the minimum height ls required in only 1/2 of the area. --Sec. 1207 . (a) Every dwelling unit shall have at least one room which has not less than 120 square teet of floor area. Other habitable rooms except kitchens shall have an area of not less than 70 square feet. -- Sec. 1207 . (b) Habitable rooms other than a kitchen shall not be less than 7 feet in any dimension. -- Sec. 1207 . (c) STAIR REQUIREMENTS: A stairway in a dwelling must be at least 36 inches wide. -- Sec. 3306. (b) The maximum rise of a step is 8 inches and the minimum run is 9 inches. -- Sec. 3306. (c) exc. #1 Provide a handrail on one side a stairway 34 to 38 inches above the nosing if there is 4 or more risers. -- Sec. 3306. (i) Provide a guard rail where drop off is greater than 30 inches. Minimum helght = 36 inches, maximum opening size = 4 inches. -- Sec. 1712 . (a) exc. #1 The minimum headroom is 6 ft.- 8 �nches. -- Sec. 3306. (0) Enclosed usable space under the stairs is required to be protected as required for lhr fire-resistive construction. -- Sec. 3306. {1) Page # 6 Code review for: Project Id. : Ray & Neera Singh residence Address: 1229 Spraddle Creek Road GLAZING REQUIREMENTS: All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 5406. (d) 1) Glazing in ingress and egress doors except �alousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels ad�acent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an indlvidual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following condltions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. Page # 7 Code review for: Project Id. : Ray & Neera Singh residence Address: 1229 Spraddle Creek Road SMOKE DETECTOR REQUIREMENTS: A smoke detector is required on the ceiling or wall at a point centrally located in the corridor or area giving access to each sleeping area. -- Sec. 1210. (a) 4 . A smoke detector is required on the ceiling or wall in each sleeping area. -- Sec. 1210. (a) 4 . A smoke detector is required in the basement. -- Sec. 1210. (a) 4 . A smoke detector is required on all stories. -- Sec. 1210. (a) 4 . If the upper level contains sleeping room (s) , a smoke detector is required in the ceiling of the upper level close to the stairway. -- Sec. 1210. (a) 4 5moke detectors are required to be wired to the building' s power source and shall be equipped with a battery backup. -- Sec. 1210. (a) 3. Detectors shall sound an alarm audible in all sleeping area of the dwelling in which they are located. -- Sec. 1210. (a) 4 . Page # 8 Code review for: Project Id. : Ray & Neera Singh residence Address: 1229 Spraddle Creek Road FIREPLACE REQUIREMENTS: MASONRY FIREPLACE: 1) Fireplace must be supported by a foundation. -- Sec. 37�7 . (b) 2) The firebox must be at least 20 inches deep and walls of firebox are to be 10 inches thick. If the lining is of firebrick then the walls may be 8 inches thick. -- Sec. 3707 . (c) 3) The minimum clearance to combustible material is from the fireplace, smoke chamber, and chimney walls is 2 inches. Combustible material may not be placed within 6 inches of fireplace opening and combustible within 12 lnches may not project more than 1/8 inch for each 1 inch of clearance. -- Sec. 3707 . (h) 4) The hearth must be noncombustlble, a minimum of 4 inches thick, and supported by noncombustible material. The hearth size must be at least: If Opening size is: Front extension Side extension Less than 6 sq.ft. 16 inches 8 inches 6 sq.ft. or greater 20 inches 12 inches -- Sec. 3707 . (k) & (1) 5) Chimney height must be per Table 37-B FACTORY BUILT FIREPLACE: 1) Unit must be an approved unit. -- Sec. 3705. (a) 2) Clearances and hearth size must be pe.� manufactures approval. -- Sec. 3705. (a) & (b) 3) Chlmney height must be per manufacturer' s approval and Table 37-B OCCUPANCY SEPARATION: Between the garage and the residence, materials approved for 1hr fire resistive constructlon are required on the garage side only and any doors between the garage and the residence are to be a self-closing 1 3/8 inch solid core door or a 20 minute fire door. -- Table 5-B & Sec. 503. (d) exc. #3 Page # 9 Code review for: ProjeCt Id. : Ray & Neera Singh residence Address: 1229 Spraddle Creek Road SHAFT ENCLOSURES: 1) Chutes and dumbwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage galvanized sheet metal with all joints locklapped. The outside must be 1 hr construction. All openings into any such enclosure shall be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. -- Sec. 1706. (f) 2) Gas vents and noncombustible piping installed in walls passing through 3 floors or less do not need to be in 1 hour shafts. -- Sec. 1706. (c) 3) Shafts for gas vents, factory-built chimneys, piping, or ducts that do not extend through not more than 2 floors need not be in 1 hour shafts. -- Sec. 1706. (c) 4 ) Al1 other shafts are required to be enclosed in a 1 hour assembly. -- Sec. 1706. (a) ATTIC REQUIREMENTS: 1) Provide an access to all attic areas with a clear height of 30 inches or more. The minimum size is 22 inches by 30 inches. There must be 30 inches or more clear height above the access. -- Sec. 3205. (a) 2) Provide ventilation in all attic areas. The net free vent area is to be not less than 1 square foot for each 150 square feet of attic area. The vent area may be 1/300 if at least 50a of the required ventilating area ls provided by ventilators located in the upper portion of the attic. The upper ventilators must be at least 3 feet above the eave or cornice vents. -- Sec. 3205. (c) Exc: 1 The vent area may be 1/300 provided a vapor retarder having a transmission rate not exceeding 1 perm is installed on the warm side of the attic insulation. -- Sec. 3205. (c) Exc: 2 For a 800. 0 sq.ft. attic area: Ratio Minimum sq.ft. of vent 1/150 5. 33 1/300 2 . 67 � � _ ____.�_.�........ - ' . . T � . SORT � pro��ct olata -- -- ro ��ct t� DESIGN p J d � ��ol�x to olra �u ��gs - ASSOCIATES �4rc�it�ct Structura l �n i�e�r �andsca�� �rchit�ct Co�tractor Soi ls i��I�ort: Civi 1 �n ineerit� INTERNATIONAL, INC. esort 1��sign ,4ssoc., Intl. Monroe � Newell Inc. Terrasan Shaeffer Construction Nepworth Pawlak Contra LTD. Code I�forma t i on: �✓m� Sansome Stre�t , l�ml 166m Seventeenth Street, 12��m N. Washtngton 41m11 US Nwy. 6 5m2� Road 15� 48 �. Beaver Creek SLYD. . , San �rancisco, C� 94111 Suite 1�1 Suite 31� Eagle-Yail, GO. 8162m Gslenwood Springs, CO 816m1 ,4von, CO. 81�2m ,�rc� � t�ct�ra l �ra uu � � �''J' : 199� 1�.�.�. 415/392-��33 Denver, CO. Sm2�2 Thorton, CO. Sm2�41 � 415/392-��5� fax 3�3/623-�927 9�P�/45�-6151 9�m/8�5-56�� 9�m/945-�988 9'1�/84�-�125 Occupancy: �-3 Gontact�. Ki Kim 3�3/623-66ID2 fax 9�i�/�5�-61�0� fax 9'iID/8�5-�1�3 fax 9'1�/94�-8�454 fax 9'�m/8��-9�63 fax CO�1St1"UCt 10�1 �yp�: 4=1� Contact: Cra ig Carroll Contact: G�eorge Pierce Contact: i�ob Fawcett Contact: Jord �damson Co�tact: Ulalter Ma ill '��", CO��°r S�'lc°�°t �ully Spri�kl�r�d Plerce, Segerberg � ,4ssoc. y g ,�Q�,2 �OOr � If IO�OI,U � � I�'l IS�'1 l mm(� S. Fronta g� i�d. UJest , SC�'1L,OI l,� I t°S �ocatlon: llail, c� 81�5� . 9��/�4�16-��33 � � �O O r a �'1 I C �"J U r�/C° 505 Sansome Street -- �ot 9, Spradelle Cr�e�C g��i4-t�-�6�8 fax p J p y Suite 1701 � 1 2 2 9 S p r a d d l� C r���C i�o a d ,��.� S I tc° �l a n San Francisco, Contact: Tom Mayhew California Tow� of �a i l, �ag l� Cout�ty, Colorado c� 94111 � 1�ra �na g� C�ra cl ��g �t � 1 � ty fi�la � c�ua re �oota� � � �a �ol s c a p� �l a � 415 392 4433 phone 415 392 4454 fax 415 392 1946 modem C-ci��4 5,�. = Lower Level CUJ/ m�chanica I) 2473.9 5.�, �. __ ��,a s.�. 1„fa�n Level 2-�23.3 s.�. �2 .1 �ou��r ��v� l � loor �'la � -' ���, s.�. - Upp�r Leve I 2��s.� s.�. �2 .2 � 1`�fi a i�n �.�v� l � 10 o r i�l a � -rota � ���� -�2��.8 s.�. �2 .3 l� �r ���� 1 � loor �'la � CTota l r4llowable C�i��4) �2�g S,F, pp - C�arag� 1�93.� 5.�. � ,�2.� x,r ..�r.,....j,t�,+�: +i��y'.»+eC�"e�,.;!�wr;t'-w"`y.q�_„'ti, i�o o f' �l a � O '1°JCi°t"..J=a.�v±w�.�a..^�, r'htr •�,�,r�Y^eCr�t! � • _ �� • � � ' r '`��i�A � � ,- o�v�,��t �3.1 � c� � ��;, N8�„�, � ort� S�ct i o�ns � l�va t i o�s �-+ O ❑ � �3.2 UJ�st � So�t�h � l��atio�s r-�-+ NOtE: ALL SF C,4LGS TO INSIDE FAGE OF STUD OR GONCRETE A�1t8V� C� � � � � Q PER TOWN OF YAIL CxRF,4. CCzross Restdentta I Floor Area) � �� � p y3 G7 r-e�-� �Q � �. � � f � I C l dd � ,� � ALLoW.4L��� c.r�-.�, ic ���� or r�� rrrc r�irrL or-�,���c �.t�c� r�.,�+� e C r e � D e n�e d � �Y d t 1�t'1 e Lot 9 S � � w ,4 L L O W A B L E C�,4 R A C=E S Q U A R E F O O T.4 G s E I S 1 2 m 0 S F P E R ` � ITEM "2 ON T+�E FIN�L Si�ADDLE Cf2EEK PLAT. VatidityotPetmit � � �ec. 303(c�19 U.B.C. ��.� �` ��i lol i� S�ct i ot�s U � � "The issuance or granting of a permit or approval of plans and � ♦", spec�ficat�ons sha11 not be construed to be a permit for, or an ��-2 l.Ua 1 l S�c t � o�s � ,,,� � approval of, any violation of any of the provlsions of this code � � or of any other ordinance of the�unsdiction.The issuance of a � • permit based upon plans. specifications and other data shall ��,� O , - not prevent the budd�ng official from thereaiter requirins the I��t a i l s � T correction of errors in said ptans,specific.�t�s and 4th0� �,..� oWn o a� a e ount o ora o � � y� data." �� � — �, �� .1 — � A a�►r�, _�.� 9'7 , . ���.o� � l�ctrical �.ayo�t �ou��r 1��Y� 1 a.� _ _ _ .���:��_a_ .��:� W A �.., _ �� .2 � l�ctr � ca l �a you�t - l�a i� ��v� I t�q _ , �� � � � �� .3 � l�ctr � ca l �.a yo�t - l�pp�r ���� ( , � � W � � � � � - � .� a I�br��i a t i o�s Stru�ct�ra l �ra u� i � s : � � z � �Y a�� BAF_ BOTTOi"f OF FOOT(A1Cs DPR DAMPER FAB FABRIGA'i� � � � '� AFF ABOVE FMISFdED FLOOR BA.S. BOTTOM OF Sl'EEL OR BOTTOM DP D,4MPROOFINCs rsL.B CsLA35 BLOCK LAV LAVATORY � N.TS tJOT TO SGALE F.8 FACE BRICK CsLU-LAM CsLUE-LAMINATED TIMSER LH LEFT 1-IANp QTM �'�T�TM gPKR `.��KER U.B,G UNI�ORM BUILPINCs GODE � � NO NUMBER - ' .G A60vE SU.�°PENDED pp gLqg DL DEAD LOAD PA FAGE OF I Q.T Cx.tA�2Y TILE BPEG SPEGIFICATION (3) UM.G UNIFORM MEG-IAhIIGAL GODE C��.� ��O�. �O t�S�O l.tl I�� �r I O 1 I �� � ACG AGG£SS� BA.Ill. BOTTOM OF WALL P�G DECs�E GS CsR.4B SAR L.NR LE�T HAND REVERSE FA.G F�4GE OF GONG�IE CsR GRAAE.GRADIr1Cs L LENGtN � SFIs.PT SPRINCs f'OtNT U.P.G UNIFORM PLUM�I1�Ks GODE `/ 1� a i 1 s � BT.t1 $RITISH T{-tERMAL UNIT DEM DEMOLISN,DEi'10LITION FOF_ FAGE OF FINISN 8Q $GlUqRE , O CsF.R.G CsLASS FIBER TaEINFORGED LU1 LIGsN7U)EIGHT ( UAN. UNLESS OTHERWISE NOTED O AP. /�IGGESS P�4NEL BRZ SRONZE DMT DEMOIAITASLE FAP1 FAGE OF M�450NRY OB8 OBSCURE S.F. SG2l1ARE FOOT(PEET) URN URINAL ?� AC ACOUS7ICAL SLDCs BUILARJG D DEPTH,DEEP FA,S FAGE OF STlJDB GONGREtE LU1G LICsHT'UIEICs1aT GONGRE�TE O.G. ON GENTER l8J RBT RABSET.REBATE ST.S STAGKED STUDS �J 2.1 �,.�O��I x ACT. AGDU9TIGAL 71Lfi B11.R. BUILT UP ROOFINCs D.R.B. 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FIN FINISN fED) NBD HARDBOARD , O/O OUT 70 OUT SD STO�"(DRAIN �� .� l,�p p�r ��Y� l �r a m i�g �l a� REF REFRICsERATOR YIP VERIFY ITJ FIELD O F-4DW 1-IARDWA(zE REG RECs18TER VERT VERTIGAL AGCs�CsATE M M,4NHOLE , OA OVERALL gug}� SUgPENDED V.3J VERTIGAL SLIP JOINT Gf'T GARPET CED) DIV pIVISION FF FINISHED FLOOR STR STRIICTUR4L A/G AIR CONDITIONINCs GSMT CASEMENT y DR DOOR FA FIRE ,4LAFiT1 HWD FlARDWOOD 1"tFR MANt.�ACTURE lEW ON OVERNAr1G,DYERHEAD g� g�-MMETRY �IGALJ YEST VESTIBULE � y� y� ALM ALAl�f'1 GJP. CA9T-IN-f'LAGE DBL DOl1SLE F.SRK FI� SR(CK HD HEAD MRS MARSLE � REINF REINFORCE IDJ.(INCs) 2 .�' �OO � �1 �� I 1 1 j - ALT ,4LTERNATE G.I GA3T IRON DA DOUSLEAGT(NCs FE FIRE EXtINCsUISHER HDR HEADER MT. MARBLE TILE ; R.G.P REINFORGED CONGRETE PIPE /'� ' � SYN Sl'NTHETfG VIN VIN7L J AL ALUMINUM G.8 GATG-I SAStN D.H DOUBLE HUNCo F.E.G FIRE EXTINCsl11SHER CASINET HTR NEA7EF2 MAS MASONRY �� �M�� SYS BYSTEM A.G_I. AMERICAN CONG�TE CG) GAULK(INCsJ DT.4 pOVETAIL ANGHOR F.HC FIRE H03E CABINET NTCs HEATfNCs M.O MASONRY OPENINCs , lP) PAMT lED) REQ REQUIt�D VL.B VINYL BASE ��'� - �(�t� I {S IN3TI7UTE GDR GEDAR PN DOU.N FPL. FII�PLACE N V.A.G HEATINCs/VENtILATINCs/AIR MATL MATERIAL l5) PR PAIR RESIL RESIUETIT Y:G.T. VIN7L GOMPOSITION TILE AIA AMERIGAN INSTITUTE OF GLCs GEILING DS DOU.NSPOUT GONDITIONINCs MAX MAXIMLA`t PNL PAPIEL RET RETU�I VF YINYL FABRIG ` FV.G PIRE YAL1/E GABINET MEGN MEGNANIGAL PB PANIG BAR R�4• RETUrdJ AIR VT VIN7L 71LE ARGFil1'EGTS CEM CEMENT Df�l pR41N �p F���� ND NEAVY DUTY M.G. MEDIGINE CA6INET P.ID PAPER TOU�L DISFENSER REN fa�EVERSE,REVISION T�D TAGfGBOARD Y.W� vIN7L WALL G01/ERING S�,� �(�t,�, I �S A.IS.G. AMERICAN 1NS71tUTE OF G GENTft1ETER(8) ARBD DRAINAGE BOARD F.RT. FI�-RESISTANT 7REATED HT HEfCsF1T TEL 'iELEPNONE F.RI FIRE-RETARDANT 1'1ED MEDIUM P.T.R PAPER TOU�L �CEPTOR � RICsHT NAND VJ V-JOINT(Ep) 87EEL GONSTRIJCTION GMT. GERAI"(IC MOSAIC TtL.� DT DRAIN tILE H.0 NOLLOW GORE N TELEVISION � MSR MEMBER PAR PARALLEL R.O.W. RICsHT OF WAY AN,S1 AMERIGAM NATIONAL 9TANDARDB GT CERAMIG TILE DWR DRAWER FIX FIXTURE HM NOLLOUJ METAI. 'fEMP TEMPEf�ED,TEMPERATURE � INSTfTUTE GNqM Mg MEMgR,d,P1E P.BD PARTICLE BOARD R RISER ,. GNAMFER �� D�w�� FLCs FLASNINCs H(OR) HORIZONTAL MtL METAL P1'N PARTtTION RD ROOF DRAIN T�- '�RRA G07tA A.3.TM AMERICAN � I�T1'FOR 1'ESTII�ICs G-IR GHROMIUM IPLATEp) DF. DRINKINCs FOUNTAM FLX FLEXIBLE ►�$ NOSE BIB TZ TERR4ZZ0 FLR FLOOR CINCs) MT� �T/�1- �RR�NCs PVMT PAVEMENT �� ROOF HA7GN UJSCT WAINSGOT AND MATERIALS GIR GIRGLE D.UJ DUMS W.41TER N.W.N. FIOT WATER NEATER THK THICK(NESS) ADA AMERICANS WItH DISABILITIES GIRG CIRGLA"fFEf�NCE MRD METAL ROOF DECKft�IG PED PEDESTAL �G ROOF�NCs W.N WALL NUNCs ACT GL CLEAN OUT �L.GO FLOOR CLEANOUT �„� �J�R�s� QETID F,FNDANr I�M RppM THR tl-IRESNOLD WPR W,4LLPAPER ' A11JLs. 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Ih1STALLED SY 07HER5 MIR MIRROR PLA9 P�ASTIC TA.B TOP OF BEAM �'' WAtERSTOP DRB REVISIONS / 09.97 i �4f'P APPROXIM,4tE GOMB GOMBIN,4TION MISG MISCELLANEOUS 1'1-AI'1 PLASTIG LAMINAtH � �I��7 �1,�f 1...I� f�1C� ���1�I�' S��" EF EAGH FAGE �Rrs FORGED INSUL INSULATE (D),IION) TA.G tOP OF GONCI�ETE W.WF. WELDED LUIRE FABRIG ARGH ARGHITECT(URAL) GOMPT GOMPARTMENT MOD MOpULAR PL PLATE � DRB REVISIONS 7.22.97 1 E.W ELtGH WA7 FDN FDUNDATION INT INTERIOR SFLsL SAFETY CsLAS9 TAD TOP OF DRAIN 7 AD AREA pRA(N GOt'(P GOMPOSTION (GOMP091TE) ELEC ELECTRIG(AL) FR FRAI'1E CD),(tNCsI INTM INTEfd"(EDIATE 1"ILD MOLDINCs �'�• �-AT��ASg SpBT SA�NDSTONE TAF TOP OF FOOtINCs W B DTN,W�PER AUT Al1TOMATIG COI'1PiZ GOMPRE3S(ED),(ION),IIBLE) EP ELEGTRIGAL PANELBOARD �Rf'R �REEZE PROOF INV IN�/ERT lED) � MOUhIT CMCs) P/L PLATE LINE g� gC�� tAM TOP OF MASONRY av� av��� coNC co�c�� rirD MouNreo PLY P�.Ywoov u�o IUINDOtU BLDG. PERMIT 8.8.97 E.LU.G ELEGTRIG WATER GOOLER FA- FRE°aN AIR �°�1 SEA1-ANT TAPL TOP OF f'LATE GM.0 GONGRE'f�MASONRY UNIT MOY MOVASLE PIGT POGKET gT� ggAT1µ� TAPLY TOP OF PLl'UJOOp W� WIRED CsLA88 EL ELEVATION F I O �IJi�MISHED AND INSTALLED Q B3MT BASEMENT G� ��CT��►`1 ELEV ELEvATOR 9Y OTHERS J.G JANITOR'S GLOSET �L MULLION PT POINT SECT SEGTION TA.R. i TOP OF RIDCsE W� U11TN S . S . .,l� hIEG. NAtIONAL ELECTRIC GODE �G POL`NINYL GHLORIDE lU/O WITNOUT GONBT GOhISTRUCTION EMER EMERGENCY FBA FURNISI-IED SY OTHERS JT JOINT NF.PsL NATIONAL FIRE PROT�GTION F'� PORCELAIN EhIAMEL SHt 3HEET TA.STL TOP OF STEEL � � �D � B�� �M POS POSITIVE,POSITION �r� �EAtNINCs TO.S TOP OF SLAB W$ �ppD BASE ' SR's SEARINCs G°.a�. GONSTRUGTION ENGL EhIGLOSE (URE) FUR FURRED IINCs) JF JOIN7 FILLER A3SOGtATION � �� R �.� ""n�+`°"� ''a'4 SM.R SHEET MEMBR4NE ROOFINCs TA.W TOP OF IUALL U1,pT U10RlGINCs PDINT �f �c� c�'���"�' ,��� 6 BELOW S�GI�IGATIONS INSTITUTE EQ EQUAL �T �T�� �y,qT N,q�R,q� P T.0 P08T TENSIONEP GONGRETE SMAGAIJ4. SHEET 1"I�TAL 1 AIR TL.D TOTAL LOAD 1��� �f��dt,TT�4�`���'�' ,��j LB POUND GONDITIONINCs GOhITRACTORS TB TOUIEL BAR W� �Ht IRON �� BET'WEEN CONT GONTfNUOUS OR GONTINUE EQUIP EQUIPMENT �u� �W � SVL BEVELED GONTR GONTR4G7(OR) ESt ESTIMATE IGP KICKPLATE N.R NOISE �pUCTfON P.GF POUNpS t'�R CUSIC FOOT NATION.4L ASSOCIATION TL 7RAGIG LICst-ITING ��,f �,,.���. � �,+�', SIT SITUMINOUS CJ GONTROL JOINT EXG EXGAVATE KIT KITGH�.TI P1F. POIJNDS PER L(NEAL FOOT ' � ��T N.R,G. N015E REDUCTION SY. SH��t VINYL FLOOR G01/ERINCs TR TRAN80M a `A ,y- � SLiG SLOCIG GPR GOPPER EXN EXNAUST Cs.PM CsALLONS PEF2 MINUTE �-`° t BLKCs BLO�.KINCs CAR GORRIJrsATED CE) EXISTING CsALV GALVANIZED GOEFFIGI�It P,SF. POl.MDB PER SQUARE FOOt SfM SIMILAR T 7READ {f ANCsLE � �` ,,;�' B.B. SO N�SIDES GS GOUNTERSINK EXP E PANSION �LT �I CsALVANIZED IRON LSL ' NOI`1 NOMtNAI. PS I POUNDB PER SQUARE Ih1GH S.N SINCsLE FIUNG TYP TYf'IGAL G S.S C s A L V A N I Z E D S t E E L S H�E T L A B E L �- N�"���g�� �-G P�GAST GONGRETE SKl' 3KYLICsNT � CENTER LINH �� AU6 1 4 �99� :� [ GNANtdEL �� �� iy � ��� SAI. SOtN WA?"S GR3 COURSE CS) EJ EXP,aNSION JOINT CsSKT Cs.4SKET lED) LAB LABORATORY NM.T NON-METALUG Pt�EFAS PREFASRIG.4tE CD) SL SLEEVE ,������� �}� , B�T 60TTOM GRG GR088 GRAIN EM EXTERIOR INPa NO PAfNT f�N PREFINISHED SJ SLIP JOINT I� PROPERII' LITd� ��� CsEN fsENERAL LAD LADDER UG UNDERCUT , , Q „ �t"��, 0�� 8A$ BO'iTOh1 OF BEAM CF CUBIG FOOT E1F.S EXTERIOR INSULATIOhI AND G.G G�NERAL GOt�tTRAGT lOR) NA. NOT Af'PLICABLE,(AYAILASLE) f'�i�G. PRESTRE53Ep CONGRE7E S$ 30LID BLOCKINCs � ROUNp /DIAMETER LB LAG SOLT UG UNDE�,R�OUND SA.C_ B0T1'OI"I OF CONGRETE GY GUSIG YARD FINISH SYSTEM CsL CsLASB,CsLAZINCs LAM LAMINlITE lDJ ►`LI. NOT INGLUDED PROP PROPERTY S.C. SOLIp CARE UL UNDERIl1RITER9 LASOR.4TORIES L$l S�A� N.I.0 NOT IN GONTRAGT P1 PROPERTY LINE SP SOUNDPROOF UNF LINFIh11SF-IED x• p���� _ . M � NUMBER l��I V����,,., I�l O I �S% cJ � t�° p 1 a � S y'm�J� �S � a r c�i t�ct�r a l s_ym I�o l s 1. TNIS SEt OF DRAUJINC�S IS TNE SNELL PACK,4CsE GOVERINCx �OUNDATfON, FRAMINCz, ,��0� ��j�o�f, E —� m a t�r i a l s ym b o 1 s n�n �vr��tc+� �r�.irci icc. ��i If�T=rlCr` r1�11GHCG� t11��W��t�� c,�..�,ocun,ir�, ��- • AND EXPOSED MEC�ANICAL AND ELECTRI�AL LUORK, ETC., IUILL BE INCLUDED Uj n PLA1V s secriorv IN 7NE FINISN PACK,4CsE TO �OLLOW. ALL INTERIOR FINISH ItEMS SI-{OU1N ON THIS PACKACxE ARE FOR INFORMATION ONLY AND S4-IALL BE INStALLED AND �?R � g c�CE EXISTt Cs �EATURE f°ROP03ED EXISTINCz �EATURE PROf°03ED BUILDINGc S�GTIOT�I 2 2 auiLDrt�G6ECTION {�OOM N.4ME, ���ER COORDIN,4TED AS SNDUJN ON tNE FINISN PAGKACxE. ice �,P�� C-135S � ,� PLAN) ,A�� ,41� �R A1VD 1VUMS�R � 2. pOOR SGNEDULES ON TNIS SNELL PACK,4C�� SET INDIG.4TE SIZE AND T1'flE � _ _��_—t� �— /— � sab wir.� I�cn NartE ���c, il I I I �ARTN ���`___L� PLYLUOOD � CONTOUR SPOT �LE�/ATION ✓ ���� WITF-1 �IIVI°vl--{8S. �i r�s un c� C - - �, PROPERTY LINE - - R � 1-{l'DRAI�tT � � T _ _ �OR FRAMINC� INFORI"IA710N ONL1'. FURtNER IN�ORMATION AS 70 WOOD SPECIES •� - ¢ GENTER LINE — � ��� �=,,,� , �'I�;; '�OG� � FI1�11SF-! 1U00D NaRDIUAR� tYP�, �INISH, AND SPECIAL REQUIREMENTS, ETC, M,41' BE CONT,4INED '� ti�° � ---�--- VALVE —�—_ SUILDI1VGs SECTIOIV ��g / RIGsuT O�IUQY S�G� � UTILITl' POLE --�_ C�LEV.4TION) A1 cEillt� ROUC-sN WOOD/ IN 7NE FINISH PAGK,4CxE. _____ ��� �:��°r ❑ � POROUS FILL �� cor�-rir�uous 3. COORDINAtE ALL fNtERIOR NONSTRUC7URAL DROPPED CEILINC�S UJIT+� TH� - -� � ��NGE o 0 TRANSFORI"IER � FINISN PACK,4CzE. LICaHT � WALL TYP� �m ���5���"' TOP °vOfL ����� ROUCsH UJOOD/ CO Y ��ST'���� ST STORt"1 DRAIN ST MARK � �_I DISGO1�tT11�lU0US � COORDINATE ALL MECI-�/�NICAL AND ELEC7RIGAL EQUfPMENT AND REQUIRED s��� — � ACCESS PANELS IUITH TN� .4RCN17ECT PRfOR TO INST,4LLAtION. ^ EL�YATIONS °,+°+ SANITARY SEUJER SS OO A� ��ya==� ASPI-lALT PAvINCs/ R0.4D8ED MAT'L 3�4ND, PLASTER MONUMENT • 5. ALL DIMENSIONS ,4RE TO FAGE O� S7UD OR CONCRETE, UON. ALL EX7ER10� � , W WATET�LINE W � DOOR MAR!< oR ii O METER Plt � ❑ A IUALLS 70 8E 5 1/2 WIDE, UON. ,4LL INtERIOR UJALLS ARE 5 1/2 S7UDS, U.O.N. ��� ,� �. ���� F EL�GTRIC LINE E O I � " _ ' F GO1VGf�TE t\1� 8,4TT INSI,ILATION ��y+��}�l�P�h�� _ �p MAN�-IOLE � r�. h�_J l� � �'°'s �'��� G � GATCI-# BASIIV �- IUALL SECTION ,c,� 6. ALL FIREPLACES TO MEET LOC.4L AND S7,4T� CODES INGLUDINC�s ALL r� r ���`�"��'l���� wir�now rrat� Q (��iiLLL� sroN� ven���r� r�i�ia tr�suL,arior� ACCESSORIES, �IRE RATINCxS, ETC. / T 7�LEf'�1-IONE LIIVE T O GLE.4N OUT � �f. C�ANCz TOCzE7H V T GN GABL� TEL�VISION GN ' � OUTF.4LL/I-1�.4DLU,4LL � ER EN STACKS AS MUCN AS POSSIBL� TO MINIMIZE ROO� ,�„�S�o,� 0 �!ii1� PENEtR4TION5. ��,_ GUT STONS � woon STUD g, PROVf DF ELEGTRIC,4L HEAT C,4BLE �OR ALL CxuTTERS, DOUJNSPOUTS --- DRAINACaE LI1VE ••• � g��C�..�MA�� e DETAILNIJMBER 11`1DIGAtION � �ir�ir o� wo� �.�«A� -� Sorzir�� �.oca-rror� -�- Azm a�ET� �o;�°F cortct�T� a�.octc , AND OtN�RS PIPES AS REQUf RED. � ��� METr4L STUD MATG{-4 LINE X EXISTINCz TREE D�TAIL HLOWUP MA�C tION To� � f'�L'�'�o� 9. SEE ELEvATIONS FOR WINDOW H�,4DER NEIGNTS. Date: 3.20 97 � � ELEVATION � STEEL CLCs. 5G.4LEJ �XISTINCs TO REMAIN �m. SEE SPECIF(CAtIONS �OR aDDItfONAL fNFORMAtION. ,� B � TRE� TO HE REMOYED � � TRfANCsULA71QN POINT pRAWRrGNtA1gER Project No: 97001 � �_� GYPSUM Bo,a�n CLC=, SGALEJ _ _ _ _ R�MOVE EXISTI1�lCs 11. ANY ERRORS, OMISSIONS OR CONFLfGTS �OUND IN TNESE DOCUM�NTS SNALL � DRAUJI1�lG TITLB 2�j w �� T I TL� BE BROUCxHT TO TI--IE ,4T7ENTION OF THE ARGI-IITEG7 BE�ORE PROCEEDINC� � D�T.41L cur 3 ��4�a � �� WITN TNE WORK. ° Drawn b Q Y� KK,NDG ELEvAT101V 12. PRO1�fDE AND LOCATE ATTIC 1�ENTINCx AS REQUIR�p SY GODE. � � Al2 O SIMILAR OETAIL ° Checked b ,�R � �JQ�DS�D�HCs 13, �4LL TUBS ,4ND SHOUJERS 70 N,4VE SH,4MP00 NICNES. LOC,4710NS TO �OLLOUI IN a, Y� f- T.M. DETAIL WMBER � wooa INtERIORS PAGKACzE. COORDIN,47E UJITH PLUMBINC� ,4ND �RAMINCz. ,� R�LAT�a ,¢ 3 NORT1-1 ARROW `� Sheet 0� I��T.41L GUT 12 �12 � BWEET NuytBER sTOr�� � ;. ,� 1�F. ALL M.E.� P. TO BE D�SIC�sNBU1LD. GONTR,4GTOR t0 SUBMIT SHOP � SELOUJ OR ASOVE � ��-'`�ss DRAWINCxS FOR ,4�'CNITEGt'S � P�ER REvfEW. RE: SPECI�IC,4710N MANUAL x TOWI'1 O VaII ' B��R�T NORTH �� � u , (�� S o G o t�, �� �OR �URTNER IN�ORMATION. z CE COPY G�R.4PHIG SC.4L� L'— � o��I 0 2' 4' 8' 16' � •-' r � � � � ♦ 9 � Gr CQ COPYRIGHT { , � � - , - _ _ ' �--�----.--_� r���� � j _ , , -- .� i _ � • i 4 J ^ � � � ~ � f RESORT y ; uu�u�ouu sc���u�� �i�t�s� sc��nu�� - �ouu�� �.��� DESI�N _ DOOi� SC��DU�� ' ASSOCIATES MATERIAL MARK DESCRIPTION ��4ME SIZ� CUJxN) NOtEB M,4RK Tl'P� LOC,4tION SIZE CUJ X 4-I� pOOR �i�i"fE ��4RDl,U,4RE NOTES � ROOM �' ROOM N1�1"(E �LOOR 8�45� UJ,4LL CEILINC� CROUJN NOTES ❑t C C�UEST ROOM �2 2'-S" X �'-m" UJOOD UJOOD PR11/AGY � �A C�4SEMENT 2'-6" X 5'-6" 101 C�UEST ROOM "Z F� 81 1.U8 c� - INTERNATIONAL, INC. a G SATH 102 2'-�0" X �'-(d" WOOD WOOD ,, �B �fXED 5'-(1>" X �✓'-6" 102 BATI-{ �8 B3 UJ�J/Wll C2 - PRI VACY � 2A G 102 2'-4" X 7'-0" WOOD WOOD '} �� O GASEMENT 2'-0" X Z'-0" �,C`/��?'� �•��d�� � 1�3 C�UEST ROOM "1 F6 Sl LUS Gi - ❑ B�7H PRIv,4G7 _ TOP CATCH 1 OD CASEM�NT �'-0" X 5'-6" 104 SAtN F8 B3 �g�11 G2 Q3 G GLOSET 101 C2) 2'-m" X �'-0" �OOD 1.U00D W� pu��, 105 H�LL �6 Bl UJ-8 - CI CR2 OE �IXED/GASEMENT 7'-6" X 5'-6" � G C�UEST ROOM *1 2'-8" X �'-0" 1U00D UJOOD PRIVaCY Im6 LANDINCz �5 Bl UJS CI CR2 O �RENCN DOOR 4'-0" X �'-6" 107 HALL F6 Bl lU8 Cl GR2 � G B�TN 104 2'-ro" X �1'-0" WOOD 1U00D f'R11/ACY O ��NCN SLIDFRS 6�-m�� x ��-6�� 1m8 WINE �5 BI lU9 G2 - TOP GATGH O �IXED � �o X 6 -6 lm9 PL�41'/MEDfA Rm. F6 81 WS C1 6Q C GLOSET 103 l2) 2'-0" X 7'-0" WOOD WOOD W/ DUMMY �_ �� � �� _ 7 E SIM, IUINE lm8 (2) 2'_(d" X �_m" UJDJCsLASS WOOD PASS,4CsE TI�-{ERMOPANE � TfNT C-�L,4SS ,4ND lO NOt USED ` 110 POI.UDER �9 B� W9/W12 G2 - ❑ ' Wi DEaDBOLT WEATNERSTRIP � �IXED 8�-m�� X 2�-6�� 111 ExERGISE �6 B1 u18 G1 - 505 Sansome Street Q E PL,4Y/MED1,4 109 (2) 3 -m X �-m WODD1CzL,4SS WOOD {�,qSS,4CxE O _ ��2 c+�i�o�'s Root� � �6 a� wa c� Suite 1701 Q G POUID�R 11� 2'-6" x �'-m" WOOD WOOD PRIYAGI' O FIXED 4'-m" X 8'-m�� _ San Francisco, 113 B,47H F9 B� UJ9NJ12 G2 California � L �IXED 8'-m" X S'-(d" 114 G-IILDREN'S ROOM �2 �6 BI UJS Gl 94111 � C SATH 110 2'-4�� x '1�-m" WoOD uJOOD �P�RS A�G�YE O ��NGH DOORS �'-�" x 9'-6�� � 115 BA7N �9 B4 W9NJI2 G2 - 415 392 4433 phone �m � EXERCIS� 110 3'-m" X �'-m" WOOD/CsLASS WOOD W/ LOGiG SET ON GASEMENT 4'-m" X 6'-6" ' 116 MECN�4NfGAL �1 - W� c3 - 415 392 4454 fax » G MEG+-1,4NIG,4L 3'-0" X l'-0" WOOD WOOD PASSAC-sE FIRE RATED 11JITH SELF CLOSER O �OT t�SED r 2 1946 modem W/ LOGK SET AND WEATNERSTRIP_ �z c sTO�� im-� z�-8�� x -��-m�� wooD woon �ass,a�� O �IXED ��-��� x 3�-m�� �I1�115�--I SC��DU�� - 1`�,411�1 ��Y�� CNILDREN'S a GASEMENt 2'-m" X 6'-6" t3 G ��M � 2'-8" X l'-0" WDOD UJOOD PRIYAGY id G GLOSET 112 2'-6" X �'-m" WOOD WOOD PASSACsE OR FIXED 5'-ID" X 6'-6" ' 1�OOM +' ROOM NAM� F�OOR �3,45� U1��L C�I�I1�1C� GROU�1 N07�S 5 FRENGN SLIDER 6'-0" X S'-ID" 201 S7AfR �5 B2 U18 G1 CR2 15 G }3,4T4-� i13 2'-6" x �1'-0" UJOOD WOOD PRIYAGY 2m2 �OY�R �4 82 WS Gl - O C4-IlLDR�N'S O �IXED �'-8" X �0'-6" Q G ��M ,� 2'-8" X 7'-m" WOOD WOOD PRIVAGY � �� � �� 2m3 CsREAt ROOM �5 B2 WS C5 GRZ � O FRENGN SLIDERS 8 -0 X 8 -m 204 DININCz �5 82 WS G5 GR2 � � C 8�4TN 115 2'-6" X �'-0" WOOD WOOD PRIYAGY O F(XED 3'-10" X 6'-fd" 2m5 GcALLERY �4 82 WS C1 CR2 �"1 t8 G GLOSET i14 2'-6" X Z'-0" WDOD UJOOD PASS�CSE � WO CASEMENt 3'-0" X 3'-6" y�j1l�"ICl� �'d��1�� � 2(d6 POU1DER F9 Bl W9 G2 � 19 NOT USED v NOT USED ��u � vu i��r�� rf+n i t�1 r� p�+ wa c.� - � v O GASEMENt 2'-�0" X 3'-(I�" 208 BRE�4KF�ST �9 B4 WS Gl - � � UJEATNERSTR(P X CASEMENT 3'-D" X 3'-0" 2m9 IG(TGNEN �9 B�4 WS C3 - �m A ENTR1' 3'-6" X 8'-0" WOOD WOOD EN7RY SIDE LITES, izE: �LEYATION 21m �AMILY RM. F5 BI W8 G5 CR2 W � n , FIXED 4'-D" X 4'-m" � � 21 C CLOS�T 202 (2) 2'-0" X �'-6" WOOD WOOD PASS,4C�E � 211 Pr4NTRl' F9 84 W8 CI - � ; � FIXED 4'-0" X �'-0" M070RIZED OPERATION. 212 MUD ROOM F�4 81 UJS G{ - � � ' �y C GLOS�T 203 C2) 2'-0" X �'-6" WOOD WOOD P�4SSACsE _ Z �'-6" X 3'-m" _ 213 LAUNDRI' �5 84 W9 G2 � � FIXED ARCH�D 70P SEE 1/,43.1 � 23 G POtL'D�R 206 2'-S" X �'-h" WOOD WOOD PRIvAGY � � �� � �� 214 C�sARAC�E �1 85 lU� C3 - � � CASEM�NT �4 -0 X 5 -0 O 24 C POWDER 2mb 2'-�0" X �1'-6" WOOD WOOD PRIVAGY EE FIXED �1'-6" X 5'-(d" A � � PIYOT NfNCz� _ _ �� � 25 C BUTL�R'S P,4NTRY 2'-8" X Z'-6" WOCD WOOD O CASEMENT 2' 0" X �o' (I�" � �26 D ��4M(Ll' Rm. 23(d C2� 2'-0" X S'-m" tlJOOD WOOD P�4SSAG-� �RENGN DOOR � FIXED 5'-f�" X ro'-m" �I��S� SC��1./t��� � l.��l- �� �� Y �� � � W A ,_.,� O AU�11NCx 3'-10" X 2'-6" MOTORIZED OPERAtION. Q NOT 115�D ' �� 3'-�m" x 2'-6" ROOM �' ROOM Nr4M� FLOOR B�45E UJ,4LL GEILINC� CROUJN NOTES � � � 28 1�tOT uS�D � O �IXED � 3m1 HALL F5 B2 UJS Gl CRZ � .� � �� � `� � e �IXED 4'-�" X 5'-6" s1��'�'l �°LI�2l�'`�' '�' 3m2 LIBRARY F5 B2 Wi5 C5 GR2 � � 2g G }�ANTRY 211 2 -6 X � -6 WOOD WODD PASSACsE ,/�� � � �-L FRENCN SLIDERS ��-��� X ��-S�� 303 MSTR BEDROOM �6 , Bi UJB Gi - � G LAUNDRY 213 2'-8" X l'-6" tL'OOD WOOD P�4SSAC�E � _ G,4SEMENT �'-m" X 6'-0" 3m� DRESSINCx - N�RS �6 Bl W8 Ci � r� MUD i�►. 212 3'-0" X �I'-6" UJOOD WOOD ENTRl' �-R. W/ SEL�-GLOS�R � 3m5 DRES51NCx - HIS F6 81 WS Gi �� 3t G WEATHERSTRiP N►`� - �IXEp 3'-6" X 8'-ID" ARGHED TOP-SE� 1/A33 � � � 32 8 STAIR 214 2'-8" X �I'-6" WOOD UJOOD ENTRY CsLASS LITE 3(d�o MASTER 8�4tH �8 83 UJ9NJ11 G3 - � Q IU�ATHERSTRiP � �IXED 2'-6" X 4'-0" '' B 14 3'-0" X 7'-ro" WOOD WOOD ENTR7 �1-aSS LITE _ _ 3(d� LIVINCx ROOM F�✓ Bl U18 GI - ���/� 33 CsARAC=E 2 tuE,4THERSTR(P � �IXED 1' m" X 2' 0" _ _ r/ � _ 3(d8 KITGNEN/DININC�s F5 S1 U18 Cl � � _, � ' s4 G C-rAiv4CzF Z1� 9`-(d" X 8`-6" Wppp AUTOMAtIG STAIN � SEAL UJOOD FINISH � f�J���"�� �����r��s ` ' y 309 BEDROOM �6 S1 UJS G1 - O O .1� 35 G Cz,4RACxE 21�# 9'-0" X S'-6" WppD AUTOMATIG ST,41N � SEAL 1U00D �INISN UJINDOUJ SGNEDUL� NOTES: 3 1(d B A 7 H �9 B 4 W 9/l.U i 2 C 3 - � , 36 B C�AR,4CsE 214 3'-0" X 7'-�0" LUOOD U100D ENTRI' C�LASS LITE ' �3 1. PROY(DE tEMPERED CxLASS AT ALL �RENGN DOORS, � � IUEATNERS R P ,,/"'�► AND W+�ERE REG2UIRED BY COD�. 2. SEE EL�V,4TIONS FOR WfNDOW CONFIC�sURATIONS, � OPERABLE 1/ENt LOGATIONS, MUNTIN RATTERNS, �4ND NEADER NEIC�NTS. Q 3. SEE SPECI�ICATION MANU,4L �OR ADDITIONAL R�G2uIREMENtS. � 3-► G LIBRARY 3m2 C2) 1'-9" X �'-0" 1U00D WOOD PASSAC�E �• WINDOUJ SIZ�S AND CON�IC�xURA710NS ,4RE BASED ON FINISN SCNEDULE NOTES: ❑ "EACxLE IUfNDOIU � DOOR CO." AND ARE FOR C�ENERAL i, REFER TO SPECIFIC,4710N MANUAL FOR �URTHER IN�ORMATION. � MAS7ER IN�ORMA710N ONLY. CONTR4GTOR t0 SUBMIT GOMPLE7E � 38 G l2) 1'-9" X Z'-m" 1U00D 1U00D PRIV�4GY MANU��4CTUi�R DAt,4 � SHOP DRAIUiNCxS FOR ARCNITEGT'S 2. MATERIAL �fNISH�S V�4Rl'. ALL FINISHES TO BE APPROVED � BEDROOM 3m3 BY ,4RCNITECT ,d,ND OWNER Bl' SAMPLES ANp/ OR SNOP DR.4U11NC�S. � DRESSINC� APPROV,4L PRIOR t0 BEC�sINfNCz ANY WORK. FIELD VERI�I' 39 G NERS - 304 2�'a�� x 7�'m�� WOOD WDOD POCKET POCIGEt Q�� SIZE ,4ND DIMENSION REQUIREMENTS. 3. COMPLETE FINISI-E (NFORMATION WILL BE SPEGI�IED IN i 5. ALL WINpOWS At BEpROOMS TO ME�t ECxRE85 REQUREMENTS. TNE INTER(ORS PACKAG�E t0 �OLLOUI. DRESSINCs 2'_8" X 7'-0" 1.U00D WOOD PCKt. lU/ ,4DDITIONAL POCiGEt �. �4LL INTERIOR C�YPSUM WALLBOARD t0 BF 5/8", TYPE "X", U.ON. � G NIS - 3m5 SEGURITY HARDUJARE 6. ��ER TO StRUCtURE FOR �-�IE.4DER REC�UIREMENTS. ' �i. PRO�/IDE ENTR`i' I-IARDWARE ,4t ALL FRENGN DOORS. 4i - 5NOWER 3m6 2'-6" X �'-8" C�LASS FRAMELESS B1' M�R TEMPERED Revisions: ❑ 8. PROVIDE SCREENS ,4T ALL OPEf�BLE (1/�NTINCs) UJINDOUJS. T.O.V. DRB 6.23,97 �2 G MASTER 2�_��� X -��_��� WOOD WOOD PRIvAGY g, RE�ER TO INtERIORS/FINISN PACK,4CzE �OR TYPICAL A.C.C. FINAL 6.24.97 ❑ gA�}� 3m6 NEAD, JAMB � SILL GONDITIONS. .�3 G GL05ET 3m� l2) 1'-6" X �I'-m" UJOOD UJOOD W�DUMMY N �y'/�d't'$ a� ' ����f 1� . D B R 0 7.09.97 .�.a G STORACzE 3m� �2� �'-6�� x 7�-m�� woo� woon 7 0 P G r 4 T C N .� Y- (�r��� �. �� �'�li� 1 Z+�� s R� DRB REVISIONS 7.22.97 ❑ wi DurrriY �--� ��� �,x�,��. ,'. ����/���� BLDG. PERMIT 8.8.97 45 G ' BEDi�00M 3m9 2�_6�� X -��_m�� 1U00D 1U00D PRIVACI' � ����'T� ��� �� � ���� � a C ; CLOSET 3(d9 C2) 2'-6" X �f'-0" MIRRORED MN. BY 1"(FR. BI-PASS ����Jjn� ��, ��� �� �'/�� �1,�� � ����� 4� G = BA7N 31(d 2'-�0" X �'-(d" WOOp WOOD PRIVAGY � tJ�� ��� � � � 5����t�� i I i DOOR SCNEDULE NOTES: ' 1. ALL EXtERIOR DOORS TO SE WEA7NERSTRiPPED. `�- REFER 70 SPECI�IGATION MANUAL FOR �URTNER INFORMATION. ' 2. ALL EX7ERIOR DOORS TO BE 2 1/�" tHICK lfd. SUBMIT COMPLETE DOOR N,4RDW,4RE SGNEDULE FOR �4RGNItEGt'S ' 3. ALL INT�RIOR DOORS TO BE 1 3/4" THICK. APPROVAL, PRIOR 70 ORDERINC�. . ,�. nl I nnntac. Tn r�� 47d11J�n d1�1T7 ��el �'1'� PFi� 11 accc� tn ttilt��ln�c,�ll.11c,l.1 t�drlfd�..� Fni� nr]nQ �I�AMF OG f'_(lL- ARGNIT�GT'S APPROVAL, UON. STYLES, SIZES, T1'PES, AND DETAILS. � 5. ALL DOORS TO BE GEN7ERED IN OPENINC� OR ON 6" ± ' JAMB RETURNS. IALLOW �OR WOOD C,4SINCz.) ' �� �� 6. PROVfDE DOOR STOPS ,4t ALL DOORS PER ARCN17EC7'S ' � � APPR01rAL. � G+� p0 RCE �u �. ALL C�LAZINCx IN DOORS r4ND SIDELITES TO BE TEl"fPERED. , 8. ALL DOORS TO BE GASED BOTH SIDES. - - Li h .C-135 � ��C� . SFp ARG`Z`� DOO�' �'1'i��s S�S��1"i 1�10�'�S 2'-m" 3'-6" 2'-m" N07E: SEE SP�GI�ICAtIONS AND StRUC7URAL � ���t�1O�� 1'-9" i'-m" DRAIUINCxS FOR MORE IN�ORMATION. �.� �: sc+�� . P�4VINC� �0�� ,��� � fxLASS CxLASS �� EXTERIOR S70NE PAvINCx C3" M,4X.) ON ����S� // GONGRE7� SLAB UJ/ IUIRE REIHFORCENC� Br4S�S BEVELED � _ � - W � g�� SCNED. ON C:R/�DE 1U17N SNOUJM�L7 SYS7EM ON �7 TNINSET G�sR,4N17E TILE BI 5 1/2" H. UJOOD SASE UJITH PROFILE M� 3 X 8 RS. UJOOD 7RIM SC������5 C�LASS �p 0 � 4 CxR,41�EL FILL ON GOMPAG7ED SUBCzR�4DE �g TNINSEt MARBLE TILE WI2 THINSET CERAMIC TILE B2 8" N. UJOOD BABE I.UiTH PROFfLE MS 1 X 6 R.S. 1.U00D 7RIM I � % � _ _' Q � �_FOR PAIRS � � P2 EXTERIOR STONE PAYINCx ISLOPED t0 , �9 7NINSET GERAMIG 71LE UJi3 NOT USED B3 MARBLE TILE M9 1U00D BLOGKINCx � 0 w DR41N) UJIt+� SNOUJMELT 57STEM ON 1/2 ��m CUSTOM UJOOD STAIR W1� 1 X 2 BAtT�NS ON RANDOMLI' SPAGED B4 CER4MfC TILE Mim CUSTOM IUD. TIMBER TRUSS � R41SED PAN�L, DR41N,4C-�E f3D. ON IUATERPR00� 1 X 6 70 I X 12 B0,4RDS ON W2. �� IUDOD � // � _ � , TYP. // / MEMBRL�,NE ON LCzNT. WCxT. GONG. ON 3/4" F11 R.4NpOM UJIDtN WOOD �LOOR'Cs ON �15 �ELT WI5 GUStOM UJOOD P�4NELINCa �5 3 1/2 N. WOOD BASE M11 GuSTOM METAL ROD � FINIAL �' PLl'UJD. ON "15 FEL7 ON STRUCtURE ON 3/4 PLYlU00D ON 1 1/2 NAILERS ON �i Mi2 METAL SNOW �ENGE // � � // , '� � � I P3 3" ASPH,�LtIC PAYIN� ON 3" C�RA�L FILL G�fLINC�S. �� Mi3 CUS7oM MASONRI' �IREPLACE Date: 3.20.97 .� � � � ON SNOW MELT SYSTEM lW/ WIRE REINFORINCx) �'a' S „ GRl �" NIC�N WOOD CROWN �"�i� PERIMETER DR,41N�4CxE 57STEM CPER � IN 3 C�RAI�EL �ILL ON COMPAGT�D SUSCzR4DE GI 7EXTURED �INISN ON 5/8�� CxYPSUM BD., P�41NT CR2 �" N(CxN WOOp CROIUN SOILS REPORT) P� EXT. STONE PAVINCx SEt IN SANDBED �1 GAS7 IN PLAGE CONCRETE UJITN lUA7ER- G2 TEXTURED FINISH ON 5�$ UJATER R�SIStANt Mi5 COPPER �LASHfNCx (AND COUNTER- Pro ect No: 97001 " " " " T1' � "C" TYPE "D" PROOFINCs AND 2" RICxID fNSULATION , �� � � G,4SINC-� , � W2 E3UILDINCx PAPER ON 1/2" GDX PLYUJD. ��'PSUM SOARD P�41NT FL�,SHINC�, UJNERE REQUIRED� 7YPE � TYPE S P F 00 S SHEATNINCx ON 1U00D �RaMINIz WITH R-19 G3 SMOOtN FfNISN ON 5/8 7YPE X C�YPSUM M16 GOPPER CzUTTER AND DOUJNSPOUT UJ17N BATT INSULa71oN �4ND 6 MIL. POLI'ETUI'L�NE 80ARD, PAINT { CS1 5" CUSTOM PROFILE UJOOD HEA7 CABL� Drawn b . CxLASB F1 CONCRE7E SLA�3 ON vAPOR B�4RRfER ON YAPOR BARRIER. IPROVIDE MIN. 2X6 HORZ. G� 1 X 6 7dCx V-CxR001/E EXTERIOR M17 6" CLEF7 Bt�� SANDSTONE C,4P y KK,NDG •' � CxRAVEL �ILL ON GOMPI4CTED SUBG-cRADE, gLK'Gz � 2�4" O.C. - vERT. � WALLS lU/ VER7. SIDINC�) �D. SIDINCx GOUNTERTOi�s „ M18 4 CLEFT BU� SANOStONE GAP UJ/ NYDRONIG NEATINC� 87S7EM ,4t C5 1 X 6 7�C� V-C�R001/E INTERIOR WD. SIDINCz � � � ' � CONDItIONED SPAGES (SEAL CONGREtE W3 1 1�2" WD. FURRIN� lU/ RIGID fNSULATION C6 1 X 8 T�G v-�ROOVE (NtERlOR UJD. SIDIN� GtRi SLAB MARBLE M19 6�� NI�H BU� SANDS70NE SILL � Checked by: T.M. WHERE EXPOSED) G7R2 MARSLE TILE M2m S NICxN BUi� SANDSTONE NE,4DER o \ SEE SCNED. �� W4 6" NOMINAL STONE YENEER GTR3 SL/�,B �xRANItE M21 6" BUi� SANDSTONE GNIMNEIr GAP � - / � ��OR PAIRS F2 3/� T# C-s PLYU100D CxLUED AND SCREWED t0 UJ5 NOT USED ROOFS o WOOD �RaMIi�lCx U11TH R-30 BA7T INSULA710N w6 NOt USED C7R� GERAMIG TILE M22 BU� SANDS?ONE COLUMN BASE W Sheet Of { � �3 1 1/2" LICxNt IUEfCsNT GONCREtE IPROVIDE U1'1 SMOOTI-4 �INISN ON 5/8" TYPE 'X' CxYPSUM Ri �.R HEAVY GED�4R SNAK�S (RUStICATED PTTN) M23 GUSTOM IUROUC3NT (RON C�UARDRAIL � � I 1 1/2" N,4ILERS AT WOOD FLOOR� U117N BOARD, PAIN7 INTERUJOYEN WITH TYPE 30 �ELtS ON TYP� 3m MISGELLANEOUS M2� FRAMELESS TEMPERED CxLASS b ROOFINC� FFLT ON 1/2" GDX PLYUJD. � NYDRON(G �4EATINCs SYSt�M WS INTECxRAL GOLOR SYNTNETIG PLASTER ON SNE�4THINCx LAMINATED 70 3 1/2" MI 2 X 4 R6. UJOOD tRIM SNOWER SURROUND � F� TI-IICKSET STONE UJITN WIRE REINFORGINC� � M25 NOt 11SED _ � � � I IMPERI,4L Cxl'PSUM BASE E.P.S. INSULATION lW(TH 2x SLOGK Ci � MZ 2 X 6 RS. 1U00D TRIM x / / W17H �-4YpRONIG HE,4TINCx SYS7EM 4'-0" O. G.) ON 5/8" PLl'UJD. SN�ATNINCx M26 NOT USED � �5 R/�,NDOM UJIDT4-� UJOOD �LOOR'C� ON "15 FELT �g INtECsRAL COLOR SYNTHE7IC PLr4StER ON ON UJOOD FR.4MINC�x UJITN R-38 UN�aCED M3 2 X 8 R.S. 1U00D TRIM M2� 4x8 RS. WD. tRIM W/ CNAMFERED EDC�E � 5/S UJATER RESIS7I�NT CxYPSUM 80�4RD M4 2 X 10 RS. WOOD 7RIM � _I ON 3/4" PLYU100D ON �3 ON �2. B�4tT INSULATION AND �o MIL. POLYETHYLENE M28 1Zx12 RS. LUD. POSTS W/ 8 x 8 WD. SRACKETS ^' , F6 GARPET AND P�D Wim THINSE7 CxRANiTE TILE VAf'OR BARRIER M5 2 X 12 RS, WOOD TRIM M29 BOULDER RETAININC� UJALL ° r,�-PE „�" UJIi THINSET Mr4RBLE TILE M6 3 X 6 R.S. U100D TRIM � '°r'$ VaII M30 ME7AL AttfG 1/ENT � �� E � CQ COPYRIGHT .;., O� � C � �; � - __� - --- _ � t� i �'____ • r� � � I + I 4 � ! 1 i , ' ___ -,-_ T _ _�_ _ _ __'_ �. _ _ ' _ ^" ' '_ _ _ _ _ _� _�- ___'_"____ Y_.�._.� _ T--T� __�- ' " ' _ _ � __� ,__� _. - - . � - � . ` � ? , � I ' ' _ � ' EDGE PLOWED ASPHALT ' � _ - . � nOr.o , , _ � ( ' 8845 2 ' , � - , i - ' � FND PIN & CAP ' . " � � l S. � 27598 �8622 B ` � , " \ \ - . - _ 8643 6 ' � . - 86251 - \ . ' - ` , � � SPRADDLE CREEK ROAD (5�') . � - � _ � � � � � S 66. - _ - _ � 8628 4 SLOPE MAINTENANCE �`9���`+, SIGN ` _ ; _ EASEMENT C � � ss4t 5 � ^ C r ' , , 3, � CURB & GUTtER � ���' _ GUARD RAIL . _ ' , � , '� 8631 4 � � \ s sO. 6640 2 �p� � ; �s. 8633 8 � , , � -� \. ss,, c46�3 _ - l - . � `� �Cc' D ` 8638 5 �6�0 / WATER ST B � 99� 8636 2 i � - ; � 2, �o _ � . . - � � � - � ' � �, � (� •• 6�o w � ^ r.., � � O �. � � , , � � � � ����� Q ( / / ` - LOT 7 , d- .� . r' �' � � � csa � O - � � � `'� � � / _ . . ` .G � � .� , _ , { z \ � � , _ �, a.l � �� - -- ----- - - - - - - � \ � � '�� o � - � _ , - � � _ - - \ � ' ' � , � � _ o � i � _ . _ _ _ , - - , � S - - _ _ _ _ _ � - � - .- . . 6 . . � � = t . _ S4 O _ � • . 6�� �858„ �, � _ o o , _ , , . - � _ -- -" � �, � '3`� �s � ° ' - " � , � � � � Q � 20' DRAINAGE t 19,15' E � � rv � 86Q(� \ � � EASEMENT � , - , r , ' �o' UTILITY �� 1 r Q,°�' � � � \ � a � �- � SCALE: 1" = 20' _- ( ' - EASEMEN ! � �/� - , , \ , ( ( ` y � ' - , _. -- N ' ry ' � � ` INDICATES DECIDUOUS TREE WITH TRUNK DIA�1ETEf2 < 0 5' , ' - , ca _ �-'' - � Bui�airvc ° + + M ENVELOPE 4 � i ' \ PED ` � O - - \� � °' I � INDICATES DECIDUOUS TREE WITH TRUNK DIAMETER 0 6'-1 0' ` � , �� � � � - �� PHONE PED � � �N f , � SEWER STU � CURVE TA9LE - / � w� ,CO�. � N Curve Delta Radius Length Bearing Chord Tangent \ fN0 PIN & CAP � � � � � �s # 27598 ` � O � io 's��i Y � C35 ' 67�02�13� 51 ,5 0 6 0.26 N 7P�57�11� E 56,88 34, 11 \ in�r� o f � C36 6 38 42 175, 00 20:30 S 73 42 22 E 20 28 10, 16 � ��- � O `� +li � � C66 113'11 'ZB" 100,00 197,56 N 56'24'31' E 166,96 151 ,63 , � � \ � ` � - o ^ z p � C98 5�'00'27' 100,00 87,28 N SS'00'02' E 84,54 46 64 „ ' C99 63•11 '0�' 100, 00 110,28 N 31'24`18' E 104,77 61 ,50 \ � �S 74• Z \ � O � _ ' C100 1"40'38' 175 00 5.1z S 76'll'24' E 5, 12 2,56 \\ ���'3��,53" `16, 8S O � � � o (yJ � Ct01 4•58'04' 175,00 15, 17 S 72'S2'03' E 15, 17 7,59 ' , � \ �48' 9 0 _ ' O w , \ � `` � , N , � � \ �� � e— - - . EASEMENTY 8�8 � � � �'' � � � . ! , O , �_ ` - � , N07ES � ` � , � � � - � 1) DATE OF SURVEY• 3/14/97 � ' - i ' \� � LOT 9 " � - � 2) EASE E�TSHOF RECORQ, ENCUM RA�ES REST�RICTRIDVE COVENANTSFOR . � s � l _ OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE _` c� nww c r _ r��vv �.vn��uv� inVC ,7Gr1i�t.n rvir�l UIJVLVJL. � ' ' - � ��� \ � � � � U N PLATTED 3) NOTICE ACCORDING 7p COLORADO LAW YOU MUST COMMENCE ANY LEGAL � ��� � + , ' . AFT RNYOUS F�IRST DISCO ERESUCH IDEFECT SN�NO EVIEN7 MAYEE�YEARS �� _ . USFS � � _ !! � , � BS�O � - THA� T NAYEARSP�ROMNTHEEDATE OF THE CERTI CATfON�SHOWNED MORE � i �� � � � ` �' - � HEREON. ' z � � \ 0 � � ,V ' - -- 4) 3'-4' OF SNOW ON LOT AT TIME OF SURVEY, SOME FEATURES MAY EXIST ' ' , \ p O �, - � 0 ! _ - BENEATH SNOW THAT ARE NOT SH�WN ON THIS DRAWING. � - - LOT 8 ��A � O _ p _ j �- , 5) BA51S OF ELEVATION CON7ROL PT "SUNDANCE" EL � 8624,7 � - 'j�; � - 6) BASIS OF PROPERTY UNE LOCATION BOUNDARY OF SPRADDLE CREEK �STATES. - _ ; 856Q - . , _ \�\ � � , - ---_�_ - , ,_ - ° _ . _ - � _- , ' o - � SURVEYOR'S CERTIFICATE � 8550 ` � ---�_ C ' � ' . , I, Michael J Post, a Professional Land 5urveyor registered under the (aws of , � , _� _ _ the State of Colorado, do hereby certify that this topograph�c survey was - � , � , � made_ by me and�under my supervision, and that the sy�J�gy �s accurate and � �" , � � � - . - , � correct to the best of my knowledge, �.�`�� ���`E'''j�,� � sr, d? '- ` .�*�v J'� , ,`.����, .,,..,...,,. �`�'�•, � � � . ; ` f "'� �': - _` . ,_ � � _ ` _ , � � ��� � ! f �r ., pate•_'����9�__ ---- -- -- - 1 - - : � �" _ _ . _ Michael d P1�s{ ��,��,:�' �^--- _ � ! , CQlorada ��.� ���Z1��}-uti': er� , , , - 854Q � � � �- ,`_ _ _ � , . - , � � ��s . '�: - , . _ �� -�------�� � . -� , . �_ . - " , - v� • `y,`4i � , �- - ---_. � '._. > . �� �'+ .•"�;� : , _ _ . ' _ � _ ' " , - �j��V f�''��eoN+' S) ,�� - ` � � ' 1 "�,�,� - ' RG1. �1nL�.. " - . /�F( 1� *,� E ' '��! ��MI� ��""� � '. _. � , i ` � . ; . . ' ' � _ `� - ` ,'����I!{tUl�ti�' ' , ' _ _ - ` . .. �'�' � _ . � ... � `� '�.. �� � � . , ..,,.. \ . _ , . " . � SLOPE MAIN7ENANCE �� � , � - ' _ , - _ EASEMENT � ` �-"" -�. „ �� / -�"'�2Q � �- � � ° ' - _ � ,,,ti � ��., _....r-, ' . �,� ` , �`1 ' , - , , , 8 —— � . , ` � - _ � _ 0' ' , ��O � �* + � . � ` - � - , j� = .' " . 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' _ 1� p T' ' 7 , ^ � , , .. � - - - - � - _ , ` _ , � � , �' _ , _ ._ , . � . . . �_ , � ��lC� COP� � � � , � 0 � - . _ -_ - , � _ - - - � � � - r � � - - - , -_ - ,� � � . � 1 _ � '', ' . _ . _ _ . � _- - - - � - - ---- - - - _ _ � - - - ---°---- -- 1 � ~ .. _ � , . _ .� -� � .-, ti _ � ' - �. e. - �� _ �Y ^ S � � Y � i Y y _ -f _�> � - _ � ^ ' ) ; - �i , � � " � - � � _ 1 � � - ' - - _ _ � , - _ . , - �� r r _ - - - _ . � _ , , - _ � �a � _ � ; , , � _ > ; . - _ - - � � � , � � � . _ � - RESORT - 3 = , - ' - � - , � � " . _ - " - , , ' _ - - -- _. � ._ . - - - . __ � - - _ - , - , - � -, , � - _ + - , � . - , . _ -,.-_ - : _ . . - - DESIGN , . _ _ - _ , - , . - � - - 1 _ - � - - - ---___ _ ._ _ _ ._ _ _ _ -_ _- - _ _ � � _ __ _ .� . - - _ � 4 . � - � - ^ - � _ ASSOCIATES � � - r � _ _ - � � . - . . � _ - . - - - � - - - - _ - _ T _ � � - � � f _ - � � - � _ INTERNATIONAL, INC. _ . . _ a . , � , r _ _ . , � ; _ , . - �� ` _ y _ . _ _ , --- - - .—_�-___�..--- - �_ _ �____..�..�_ � . - F _ _ _ _ � - , _ _ - t - ° _ � _ _ - _ _ _ - v_ � , _ � � � - - � _ � _ � � �_ � - � n!- � , ' - � _ �� . - �� � - _ � � ,_ : . _ - � , _ ,, _ , � _ , . . , -�. - ` _ - � � � _ � ' BATTER FACE OF WALL ' , � _ _ , - _ _ ` - -r 4" PER FOOT OF HE�GHT MIN - _ _ _ _ _ � . ; , � _ � . - - ; _ � � - , � ` _ , � � � ' � ! _ p° � � a k� _. _ � - " _ - , - � � �• � ��n ����� , � � . � - ` y - - � �� � ' p, 2�0" MIN BOULDER DIA ��$ $��se� T - ' - ` ' � - _ EXISTING GRADE � Y J ' �jl NOT TO EXCEED 2 TO 1 � �. ;� , �$§��� � SLOPE MAX � �y s ��F�'��p�! � ' � COMPACTED BACKFILL s ° HEIGHT VARIES =i°��§:g�ec'e�� ; 505 Sansome Street ` " ' - ' �� � � � V ��3E �.�� a�N�(.t . . , µ TO 90% MIN . � 6' MAX HEIGHT i��'ctBp�i 6'�'gB` , , � . � - . - ' � �� �� , �'� _ ° ` „ . 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See_mechb�icet drewinge for d�ivewey dnouanelt design. _ � ,� � . , � f , \ `�" _ r- � + _� - �, � - � . , , - � � ` \' � � + + ++++ + + ` - �^'"'�% ,.,�. �,�,_._,.' ' �' �<��' `'' - _ - � r _ ` �,. .� .�� . � � •`'�.__ SNO�U S7 l5Zfd SFa .\ + � + + + + - + •.,,._r"- �' � , � � , '� 16 � � 3. 5ee marc•hen(cal drewi�ga for uiater aervice eize and plpe materiai. t! te tariknown Tf ftre � r �'� - ` � � � � ..� � + +,� + + +�+ ` ' , ��QY �.'� - � . _�- � t� f I �- � ' � protee�lon wilt be provtc�ed. , `--' --` T �,,� � � �`' � � � _ �t�1�C=�, � + ±,++� + f + - � �. � � � �� S(o I� - �� _�a���. � 5 , - � � - - - - � �y � \ � , _ � - - � ��--____- v _ � + +-,.+ ++++ _ . �-- ;,_ _ � � I ;�-,... -� - � . - _ �4. Sawer eervtces to be 4" P1�G. Y41"TP� 81Z� OP 8�11{af" 841"V1Gd WTtI'1 1TIQC'.M�7IIiCdI C�I'dWTt'IGJa. � a � .� _",��.. \ - � �- � � ,� , . =` � ``� - _ \ + +� + + � ;� � - �r=�" '�- / ' ` � "�- � q- { _ ' . ` \ ,.., T .� ,� .� g � �.�,.. g, � - ,� � � _ , � �/�, -:,;= � .� - ; . 5. 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FINAL 6.24 97 � � "� /� , � Q DRB REVISIONS 7.09.97 � 8. 9m bende tn ehe llow utilittas sha l l heve 3' radTue. + \ \�� 2 7 5 9 8 � � \ � � �� �' r - � � / \ �./ �. � � \ \ � �' � � \ � ..� � � �y � _ � �4- � , '� � � DRB REVISIONS 7 22 97 � 9. Trench�e wtthtn pavema�t pr�ema wtli be bac�ttied and compaeted per eotl eng�rber'e -- � ��� � \ \ � � � a � \ � � � � � ` -� - I � � - -- BLDG. PERMTT 8 8.97 _ ' recommendetione, and per Town of YaTI requtramenta. � � � � \ \ \ '� ` a \ v=85 �- ` . _ \ � '� , \ 1 Q � '� �8 � � ' � � \ � � � . :> , ,-. � '� � , - 1m. Select f111 denoted rwtive meterial with no rocice;lar er then 6 dtemeter, a+�d a oved � � ~ � �' � � ° 9 " p�" � � � ,� � \ � � � � - � �' �. � � P3�. � �- ' ; �'�'o d ba�ineer. f'ueh rocka targer thdn 2" awey �om p�pe. if no eelect fill �ctst.e on-stte, ude -` \ �` � �� \ \ � \ _ � \ \ ` " � � � � \ � \ �-- ` �- � � � .� '\ ` , "� ` � � . � ' � ` O 6 - � . . � '- � ` ` ,� l � � �. INV■ 98 _ � _ _ \ _ � _ _ , 11. Contact Nol "Goee E1QCtrtc Aeeoctation 1949-58�2) uihen excavatt NEAR tranaformere. \ � �� \`` � - � � � � � � _ � � � ,` �'' � M (N � „ ' �� ", '� '\ �' ` . ' �- �' 1�� - , , , _ ' - y , i _ "g � � � � � � � \ -`. � �8g 8600 -� (1 � -� ` , ` I � � � ^ , 8� ,_ ( �. _ _ �� 1Z. ElectriG eonetruction: DT trench tO 48" �at Nol Cr�OSa ElectrtG ,4eaoclatton wh�eri � \ �-.� , . _ `Y` � , - exca�vatt near a existi g traneformera. Pro�vide'1" of select �1 I abova conduit and cdble �- � \ \ \ = . �� ` `�� � �'" �� � � �' - � ` '� �'' -lAIY■8599 �` O " , 1 � � � � � �. `� ---_. � _ . � � '�` ' .„____ _ end ley u,a�mfig tap�e, requr�red by Holy Croas. Coordinate sch�dule of electrtc ilne const.�uctton � \ � - � -�. � 8 - �, , , _ ` " , _ {� � _ , With Holy Cross. _ ° � - �` �. � ~ � `�. � .�: �`i� _ � � -'- -..� � � . ` / `'f�;� ° O 2 ' �2" - - \ . � \ �` \ � { � \ . >- �r" _ � ` � � �s NSTALL 77 _ _ _ � � � i �, � \ . -.�.. . �;' � . � HDPE �25� � - . � � L}E�U DINC� ENVELO�E � � ``� � � a '-` �-�.; ::�,�`� -� °' ` �3. 1'hs Contrector is wamQd that confttcte with�exTettng uttlttiee eervieee may extat Pt'10t" t0 _ ' \ � \ _ � _ , . � � ^ � _ � � ,� � ., � � � � � I - � �/ �t - . � , bec�tmina er� constnactl !he etor shell contact ail ata�onriale uttlitu comnantes for Iine � � \ � `�.. � - � - - - � _ � ` _ � r �. � , �� � i���. - , � �1 - �ocatror,d. tae sr�a�i then �o"aate a� utliitres lrnctucl�ng dept.t� a,y conP�tcta wrth tr,a propoeeci � � � � �.. ` - - --,, ` �. ,� �`�- - , , ,�� - _ ' � `� - -� -�.� _ � , ���- 00 - � �Ur O°LO ,: conat,�uctton aha�li be br to tl� attantion of tl� E ineer so that minor (ine or rade � \ . - \ � ' � - � � - � g � � �.�� ���, � � -_ -- -, �, 9 8 � � cJb es can be made !o e imir�aEe a eonflfets wTth lheee utllittee. All axTatT utllitiea aheii be � � ' �' � ; '� ' , , �` � :4-;� � . �l,�'(p '�. "- %~. ��. � _ \ � � � °� �� • , ' ot�ected t�om dama s t�,e eontraetor. �ema ed uttltttea ah�+�� be r at� t,t,e � � � 20 U Tl LI TY � � ; � �� � � �. � QtQQ� �, ��/ Q� �� .� �-�; �. �`. � � � c,� 8�1 _ J'`` \ �O g 2 � V✓V�7 �`f�1. �J �� � _ a� ' _ ,� -^\ � ; r � C�ontractor ati no expe ss�to the aw�er. , 9 � �J � � .� E A S E M E f�l T , �� `_•�, � _ �- , �'' - - - ;�t --n` �.� g 6 �-- oR �! � cE , . 4-� - _ - _ - - � � �� -�� � � � i \ � �` � � `� � , . �`, � � _ �' ,.� ,_ � \ , ,��, � - ��� ` _ r" � � \ INSTALL CLEANOUT i�e .C-1356J � ' � �� , 14. Coritreetor ehati ob in at hte expense alt permtts and tnspecttona whtch are nxeseary to ` ' - . , � \ > 2m�_m � perform tha proposed work _ . � - . � � �� '-- ` � �- � � �g�; �' - _ � � � 7%,�`�;-� ., �' � �`t -_._ � `� O I N V. EL=8589.7 C� ' 2 � -� -'~n '� �C _- � - �- ` \ - � _ � `'� �. -� , � � . _ �-t ___ - � . ; 15. ,4t1 eonatcu�cfion ah�i! eonform to muntetpa��t or dietrtet ater�dards and epeetfleatTons and be '`-�� � �.,� �'' �.,� �� ,� �- � _ � , � :� ' '� � r4U�. � �� '�' . ;��t� � � � � SFp q�iG�` , - � y sub�ect to construction observation by �heir ��preeantalivee. Coptee of munictpat and disfi�Tet _ � `� � _ � `� ' � L�4NtINCs � � �` . +-858� - �� -ro") . 7= ,._ '� g Q � _ � stdnda�ds must be obtet�d by tha Contt�ector. The Con�actor aheil have one complete aat of �-�. _ ��. � � , �LP , , - -�.. , � , , . . -_�' , � , ' ths Contraet Doc.tama�ta on tt�aR Job eite at a II timee. J - � - � -� �� � � -� �` �.,, � �' \ ~. �• . �' � . , � '� � - �'` ~ _ � , � (� � � _! . - _ , � 0 T 9 � �. . . � � �J� ? � p t-� � t ; � � � � , _ 16. Contraetor shatl not eeele c�aWings for eonetruetton purpoees. Any miseing dimensTons or '`\�� - ��. � � - 7 6 �`' . -�. ` - , �� � . - , - �-; I � � . - \ ,� .� - �1��1.� �I��, ? � drscrepencres r�, ptans, natd stawng, or ph�jsrca� features ehdll be brought to t,l�e attentton of S � � -� � � 63,044 S.F. � ' �-- ' � � � -; � � -� } � � � a- j t � �- ; - ths Engtnss�: If ths Contractor proceeda wTth th� work wilhout r�otTfyTng tF�s Engtneer, h�s doea - �I i � I ��� _ -_ � '�- � ` � `. : �`' .? � � - µ.� , � .` ���1����, _ so e! hts oum rTsk � , � - � I 10 -0 - �n � � \� ' � - \ � �'. . ' _ � � '� 8� � �� ' � ������� � ��_ � �� 1'1. Obeervatlons of tF� woric tn progrees and on-stte v(stts are not to be conetrued es a �Y o � ` � � � � \ � � �- � , ` �``� . \ � . � - � , � ~ �' _. 8 � '� �4 ` � - P�,�i�l _ . . guareritea or warrdnty by ths Engineer� of the Contractor a contractual reaponstbiltties. O , � - � .�; ' - � � ��,�q N� Cs�W,41.L � �'�- � :~-� `��- � - � , „ - � , � � ., `` --� � '� - � - \ RE: U� 1/a1.i � � � , -�82 " -';`- Y � � --� INSTALL 67 12 , ° 18. 8efety Ts th� r�spcx�stbtltty of tl� Contraetor. Ths Engtnser ie not reaponeTbie for the aaf�ty � -� ` � � � '� � � -, �. - ' -..` " �.. HDPE �29% ' ' In, on, or about ths pro,jeat site,+�or for compitance by tl�e appropr�ate pa�y wtt.h regulettonb s����' �O-�'��''J' - � - � J - ``� -� `� � �. �� `�- � �� ' SO `� ' . � '`� � � - - ; rotatin9-tharaeko. . _ _ � - , - ` , . - - � -� � a. , '� � �O SOULDER � � , , .. �` �. - ''� `' _ . ` , - . � , - _ � LOUJER LEvEL CT.O. SLAB) 8�89'-�" = 89'-6"y � � �� '`` _ \ � �-tAIN'G� WALL �_ '�- � - � . - � --- _,� . . '� \ � � \ ` `� .�� � � 19. Rsfar to the aotia and fotx�detTon Tnvestl ation r ort for all eotla, eeeuree, badcftll, end MAIN �.EVEL lt o PLY) 8599'-g° = 99'-��� � � � � '`� `�. RE: I�7'Al1._i/,41.ICSIMJ = �- '� �--�. - � _ . - `" 9 � 1�" , „ _ + �. , � -�. � � _ ,--- -� _ - --._ .{ . -,., . --_. � ��, .;�, � �.. ,�/� � _ �-- ---- __._ �Date � 20.97 . , foundlltTon c�aM recommenddtions. - � � � � UPPER LEvEL 1T.0. P�Y� 86Pa9 -9 - l�9 ;9 - _�.\�.. - � �''� � �,,. �-; � � � � --_ - � - � - " s � _ - - � - - C�ARAC=E (T O_ GONC)- - 86m5 -m = im5 -m � , r � . � _ �'�- ` - u�` � � ` '�.. � ` _ - � _ _ � --�.��� ' . \ � � , � _ � 1 - 20. B�sement u,ail d�atns�e�d subdrains by'Otl'�'b. � _ - ' UPPER LE1fEL � C�ARAC�E 1T.0. PL1') 8614-9" = 114'-9�� � . � --,�, � � - � - --.._ � . . �''-~ -� '� ,� �. � � _ � � � y ' ~ ; � - - _ - • � - , - _ _ . =� � �. , _ . -�.. �---=. � � n� � : i � � . --_ _ _Project No. 97001 ; � � - 21. Provicle 08HA sa Fe cut slopes per soils rspcxt - - � - . - ' � � � � � - �', ,--._. �- � � , ',' � --..� --._ - ' - - � ',-= �' '� � � _ � - - _ � -� � �� � � \ ~� �' `-- , . � , , _ _ _ _ . , . . > .� � _. - -�. � _ ---- _._-__ - � _ - , . `Z2. Wettt and of ths foundation durt excavatton dhouid be mTntmlzed duri - - _ � y. _ � � �'' � - . `-�'` , ` _ �-- ____ ' � � � �`' � � �` --._ � � --� _ ` `� ` `� � _ �.. � - r -'- � Drawn bY� KKyNDG � +-'�9 �T'''9 �a" _ _ +�9 . ^9 - � - � . -�-� .� - - --_ � , - � _ - � . ------ -..` � 1-- - �-�. �. � _ -z. . , �� constructton.-� . , - _ _ , ,� " ± _ - _ " - _ - - � _ � � - . ` . _ � . _ , ._ _ - . � _ ` _j____ �� � _ - _ : � � ��� .� '�� --__ � � �. � � --,.. ,� �- .� .� � ____� � , � � � 0T 8 - , . � _ , , �_ � _ _ � _ � __ . . f -= _ . . .. _ - 23. Ckatn surfaee water_awa� flrom top end sides oP �ccavetton. - _ ' - � -�'_-�� , _ ^`' - � '' ---. - � � . ; -'- ` --�. _ � �' `� � � � /�`�- � �. _ �'` _ - --� � Checked by: T.M.- T _ � � y_ - _ , _ � t . ----.. .� ,\ -�,.�, ---� ,� �', .�. ° � � ` ' --_.. � � _ _ , _ - ' . • � _��+` _ �"-•�, - - - ' - `-- `� , ``- ` - '-�--,. - ` `'�, ' �" �.._ . , ` �" , _ '�.., ~�'S _' -`,._ -�_ � _ - � , - _ � --,-._ �� ' 24. �411 soil con�actton is to be per ths aotts r�'�. .. - . � . - " , . _ � �,,._ ,-.._ - - �� '`� � '� ,--_.._ f � ` � ��-- =.�- --�. . - � `''~- � � � '� � � �_ �. �`' /� � �� '�` ,,.- � �- �' �-- � ' , � Sheet Of ' � , - _ � � _ � _ '� ` -�.._ - '" _-� Q _ ~ 1`` � _ -�.(. ---_. _ '-�. `- -'�` ` '�`. -,--. � -�. '" � _ _ 3 � 25. Provlds,dreins b�hirid a1Lwe+lls retetning sott �nd ple�tsra pa� aoTts engTnoer. . 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OBTAIN 1°ERMISStON TO G�R�4DE ON OR C.C�IBTRUCT ANY IMPt�Ov'Ei'1ENTS "ON,i'I?�OPERTY � - - ' _ _ ' � ` - - � , ---- �'` '-�-- '�. ,---� �` �-I---` �� � -�. --,- � � ' � , . . � - OI�IED Blr GTHERb - � � � -� . _ - - ; , -� ; _ - - - � � _ � � _ " ` _� � , '�- :.� -.A�� � .. - -- _____ ; _ - _ -- -_._._ �.,-_; � • ' , '�- � - ' ; � � �--� --._: - � _ �� " _ • �`' Rl P P �'�' � � ' � _ ' � . � '�- RA 2 �'N�K �' -� �`` �--- -_. - • - , > . - , - _ - -..� . - _ - - _ . - � �_� '`�- - , - � � _ - - - m � . � . - , - ; _ . \�, -�-..` `.-- ...` � P'`'.-- -,� . �.�. ,ti _ - ��---- "'i .`; , -I�`,- � . - -3=-W1�E X 3'��LON G'' --�. _ � -� � T � . - 2'1. T�dphic tnformatton for� lot 9 was�oF�tatned +1�om�a topogrephtc eurvey txepered by � - _ . : - -- � � _ - � � ` . '--- � , � . . -� �_ , � , . � v --._. • - _ . _ . - �� , -_. 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SEE STRUGtURAL DRAWINGS �OR ALL ��`°� � 1/4" = 1'-�" RETAININCs UTALLS. � - - 5. IUINDOWS ARE DIMENSIONED TO GEN7ERLINES, U.ON. , NORTH 6 REFER TO SNEET G-1 FOR C�RADINC�. ID �r 2� �� 8� � qLL DOOR J,4MBS t0 BE �4 MIN. OF 6" TO ALLOUJ � FOR 1U00D GASINCs, U ON. �,� ��QF C�i o�' �P ' q � � t OR� ' CE ��S��M �Q��� � ice o.C-1356 � C� NOtE: SEE SPECI�ICATIONS AND STRUCtURAL ' , DRAUJfNCsS FOR i"tORE IN�ORM,4TION. /�S G��'<� FD AF� PAYING� . Pl EXtERIOR STONE PAI�INCx C3" M,4X.) ON 8,4S�S �,Q�� 1�� �,�V�� GONCRE7E SL�4B lU/ WIRE REINFORCINC� W ON CxRADE UJItN SNOUJMELT SYS7EM ON F� TH(NSET CxRANItE TILE w12 tNINSET GERAMIC TILE �� 5����2�� N WOOD B�4SE U11TN PROFIL� 1'�� 3 X S RS, 1U00D TRIM ��.00I� I - ��I�i �" CzRAVEL FILL ON GOMP�4CT�D SUBCsRADE Fg 71�-IfNSET MARSLE TILE B2 S N. 1U00D BASE WITI-I PROFILE M8 1 X 6 f�.S. UJOOD TRIM P2 EXTE�210R S70NE PAVfNC� ISLOPED TO �9 THINSET C�RAMIC TILE W13 NOT US�D B3 MARBLE TILE M9 UJOOD BLOGKINCz , ' DRAIN) IUITN SNOUA"iELT SYSTEM ON i/2" ��m GUSTOM UJOOD ST,41R UJ14 1 X 2 B,4TTENS ON R4NpOMLI' SP�4C�p B4 G�RAMIC 71LE , Mim CUSTOM WD. TIMB�R TRUSS . DR41N,4C-t� BD. ON UTATERPR00� �� , 1 X (o TO 1 X 12 BOARDS ON W2. �� MEMBRANE ON LCaNT. I�KST. CONC. ON 3/� �ll RANDOM LUID7N 1U00D �LOORC� ON "15 �ELt �,(��5 GUSTOM UJOOD P�4N�LINC� B� 3 1/2 N. U100D BAS� Mil GUSTOM METAL ROD � FIi�11AL � PL1'U1D. ON 15 �ELT ON S7RUGTURE ON 3/4 PL7WOOD ON 1 1/2 NAILERS ON �1 M12 METAL SNOU1 �ENGE ' P3 3" ASPN.4L71G P�41�INC; ON 3" CxRAI/EL �ILL (,�J,a,LLS CEILINC�sS G��� M13 GUSTOM MASONRY FIREPL,4CE ON SNOW MELT SYS7EM lW/ WIR� 1zEIN�ORiNC�� GRl 4" I-�IICxN UJOOD GROUJN M14 PERIMEtER DRAIN,4CxE SYSTEM CPER � � IN 3" CxRAVFL FILL ON COMfi'ACTED SUBCxRADE G1 7EXTURED �INISH ON 5/S" C�sYPSUM BD. 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RIDCxE E�EVATIONS aRE TO tOP E ' ' SIM. � OF �INISN PL1'U100D OF SUPERINSULATED ; I 2 = ROOF ASSEMBLI'. � ---ti- � — _,, - - 1'-6," ,�3.I � �. LOC�4TE aLL ROOF PENETRATfONS AND t - - � I^I��.-.� I - — � VENt STAGKS ON REAR ROOF UNLESS � r--, YENT ST,4GKS AS MUGH AS POSSIBLE � � t�(� - — �;�Z APPROYED. OTHE�UISE, C�ANCa tOCzETHER ��, �_ I i , _ , Date: 3.20.97 � TO MINIMIZE ROOF PENETRATIONS. i � l.._ --- - - - - - `�� � � , - S. �ROE�RS, DOWNSPOUTS A DtPIPES AS R ��� Project No: 97001 � � � � — — — — — — � - `' _ � 9 REQLlIRED. ,_ „ = �_ `� � L.OWER LEvEL C7.0. SLAB) 8589 6 89 6 � , _ � t , MAIN LEVEL f7A. PLY) 8599'-9" = 99'-9" , �OO� �I �� - Drawn bY� KK,NDG � � UPPER L�1/EL Ct.O. PLY) 8609'-9" = 109'-9" � -- - ,•� CxARACsE 1T.0. CONC.J - 86C�5'-2�" = ((d5'-0�� , _ _ 1/4" = 1'-(d" �__� UPPER LEl/�L � CsARACs� 8614-9" = 114'-9" - NORTN �T.o. PLY.� Checked by: T.M. - � � � I� 2� �� ' S� ��- •4!-L OVERNANCx DIMENSfONS Af� FROM F.O. � • 2 - - � - srRUCru� ro o.�. 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O ) � ' i ; ; � � ' , ' `� � �-,-_-T�, C .SL B � � � i � � �p� CONC. - �,q��� � StOR,4C-�E � - W4--- ���_�+u tt_c+_cL.�rs , -- - t�o;.•-�o� U�- E'iG�Q I = 1�=t�I 1=I i!- I 1-11r=1► I � I � 1- I 1- I -i I � � i� I(= I-=f!!==-i I H I 1-I M23 DR YCt.O.P.) �,�� �Q� -�=�=T 11�=II�—►f= �� � _ ,` . IT-�-TTT=S�tri�-r y�������I� 1=I� � � M23 �� I 1����1Ti"i i i'_'-'T- M18 RE tRUC. , TIE INTO PERIMETER �` M18 c� F O DRAINACsE SYSTEM 2 ,44.1 x 3 , G 0 ..� E ,4�.1 ��.� Lic 'o.C-135G � ��C� t � `S�p A�G�� S�S 1 �� ����5 . ; NOtE: SEE SPEGI�ICATIONS AND STRUCTUR,4L I �0��� S�C� �O� � ��� Y �� ��� DRAIUINCxS �OR MORE INFORMATION. ' ' ,�� � : 2 �,��� : ��_m„ ,aY►N� �R f l� . i�lOi��� �� �' t`� ,� �R � �� a� �.� 8� V,�-�t101�1 PI EXTERfOR STONE P,4vINCx l3 M,4X.) ON /��e � �S� ��� CONGREtE SLAB W/ IUIR� REIN�ORGINCx V �P � ON C�RADE lU(tN SNOWMELT SYSTEM ON ��i TNINSET CxRAN17E TILE 81 5 1/2" N. ItJOOD BASE UJITN PRO�ILE M'1 3 X 8 R.S. 1U00D TRIM 4" CxR,41�EL F1LL ON COMPAGTED SUBCsRADE �g T�-IINSET MARBLE TILE UJ12 TNINSET CERAMIC tILE 82 8° H. UJOOD B�4SE UJITH PROFILE M8 1 X 6 R.S. 1U00D 7RIM P2 �XtERIOR S70NE PA1/INCx CSLOPED TO �9 TNINSET GER,4MIC TILE Wl3 NOT USED 83 MARSL� 71LE M9 U100D SLOGIGINC� DRAINJ 1U17H SNOUJMELt SYSt�M ON 1/2" �10 CUSTOM U100D S7AIR W1� 1 X 2 BATtENS ON RANDOMLI' SP�4GED ' DR41NACzE BD. ON lUA7ERPROOF B4 GERAMIC TILE M10 GUStOM UJp. tIMBER TRUSS SI-���T NOT�S: �� � 1 X 6 t0 1 X 12 B0,4RDS ON U12. �� Mil CUStOM ME?AL ROD � �fNIAL MEMBRANE ON LCxHt. UJC�T. CONC. ON 3/4 Fii RANDOM WiDTN WOOD FLOOR C� ON �15 FELT B5 3 1/2 I-!. UJOOD BASE PLYIUp, ON �15 ��L7 ON S7RUCTURE ON 3/�" PLYUJOOD ON 1 1/2" NAILERS ON �1 UJ15 CUSTOM 1U00D P�4NELINC-c � � � _ � �� M12 MEtAL SNOW �ENCE LOWER LEYEL (T.O. SLAB) 8589 -6 - 89 -6 P3 3" ASPN�4LTfC PAV(NG-� ON 3" CxR,41/EL �(LL LU,4LLS G�ILINC�S ��� M13 CUStOM M,4SONRl' FIREPLAC� UPPER LEVEL �.0. PL1'� 8609'9'" =g09'�9" ON SNOUJ M�LT SYStEM luli WIRE R�iNFORiN�) „ CR1 �F" Hi�N WOOD GROUJN M14 PERIME7ER DR.41N,4C�E Sl'STEM CPER �,4R�E �T.o. coNC.� 86m��-m�� = �m5�-m�� Date: 3.20.97 IN 3" GsR4vEL FILL ON GOMPAG?ED SUBC�R4DE C1 tEXtUREp FINISN ON 5/8�� C�1'PSUM BD., P�41Nt � SOILS REPORT� UPPER LEl/EL g C�ARAC�E CT.O. PLY) 8614-9" = 114'-9" P4 EXT. STONE P�4VINCx 5E7 (N SANDBED WI CASt IN PLAGE CONGRETE UJITH UJATEfi�- GR2 7" NICxN 1U00D CROWN PROOFINC� AND 2" RIC�ID INSULATION CZ TEXTURED �INISN ON 5/8 lU,4TER RESfST,4N7 M15 COPPER FLASHINCx C,4ND COUNTER- � „ C�1"PSUM BOARD, PAfNT 2. REFER t0 COvER SHEEt FOR C�ENERAL NoTES. W2 BUILDINCx P�4PER ON 1/2 GDX PLl'UJD. CASINCx �LASHINCz WNERE REQUIRED) - F 00 S SNEA7NINCx ON IUODD �RAMIN� 1U17H R-19 3 SMOOTN �INISN ON 5/S" tl'PE 'X' C�YPSUM �� M16 GOPPER CxUTT�R aND DOU�ISPOUT UJITN 3. REFER 7o SHEEt ,4m2 �oR tuINDOW DooR aN� Project No: 97001 8,477 INSUL,4TION ,4ND 6 MIL. POL7ETNYLENE ��Q�� P�INT CSl 5 GUStOM PRO�ILE UJOOD NE�4T CASLE FINISN SCN�DULES. � �i CONGRETE SLAB ON Y�4POR BARRf ER ON C4 1 X 6 T�Cx Y-C�R0011E �XTERIOR � VAPOR BARRIER 1PR01/IDE MIN. 2X6 NORZ, i"!i� 6" CLE�T BU� SANDSTONE G�4P CxRAVEL �ILL ON COMPAGTED SU8C�R4DE, BLK'C� � 24" O.G. - YERT. � W,4LL5 LU/ YERT. SIDINCa) �D. S��INC� _ COUNTERTOPS �� 4. SEE STRl.lG7UR,4L DRAWINCaB �oR ,4LL trt�s � GLEFt 8l��F S,4NDSTONE GAP r�r,aiNiN� w,a��.s. Drawn by: KK,NDG / HYDRONIC NE�4t1NC� SYSt�M AT C5 1 X 6 t4Cx V-CxRDOYE INTERIOR WD. SIpINC� GTRI SLAB MARBLE M19 6" NICsH BUi� S,4NDSTONE SILL CoNDITIONED SPACES CSE,4L GONCRET� W3 1 1�2�� WD. FURRIN� Wi RI�ID INSULATION C6 1 X S T�� v-GROOVE INTERIOR UJD. SIDIN� „ �. C�R,4D1NCs SHOWN 15 SCNEMA7IG. RE�ER ro LUH�RE EXPOSED) W4 6" NOMINAL STONE VENEER CTR2 MARBLE TILE M20 8 NIC-�N BU� SANpSTONE HEADER CIYIL t L,4NDSGAPE DR4WINC�S �OR FURTHER IN�O. F2 3/4" Ta C-� PLl'UJOOD �LUED ANp SCREWED t0 W5 NoT USED ROOFS G7R3 SLAR GRANfTE M21 6" BU�F SANDStON� GHIMNEY GaP Checked by: T.M. , � UJOOD FRAMINCx IUITN R-30 BATT INSUL�4710N �,()6 N07 USED GtR� CERAMIG TILE M22 BU�f SAND870NE COLUMN BASE 6. SEE ROOF PLAN FOR P1.ATE NEIC�HtS. F3 I 1/2" LIC�NT WEICxNt GONGREtE IPROVfDE Rl F.R. NEAVY G�D,4R SNAIGES CRUSTICAT�D PtTN) � I 1�2° N,4fLERS AT WOOD FLOOR� UJ17N �� SMOOTH �INISN o�l 5i8�� Tl"PE �x� �l"PSUM INtERWOVFN UJITH T�PE 3m FELTS ON TYPE 3m M23 GUSTOM WROU�HT IRON �UARDRAIL �. 7(E ALL DOWNSPOUTS fNtO DESICsNAT�D PERIME7ER , � BOARD PAINT „ MISG�LLANEOUS M2�F FRAMEL�SS TEMPER�D C�LASS oRait�tA�E PfPE � Sheet Of , NYpRONIG NE�TINCx SYSTEM ROOFINC� �ELT ON 1/2 GDX PL1'IUD. W8 INtECxRAL COLOR SYNTNETIG PLAStER ON SHEATHINGc LAMIN�4TED TO 3 1/2" MI 2 X 4 RS. 1U00D TRIM SNOIUER SLIRROUND �., �� THIGKSET STONE UJIt1-4 IUIRE REIN�ORGINC� (MPERI,4L Cx`(PSUM BASE E.P.S. INSULAtfON IWItH 2x BLOCK'Cx � � � M2 2 X. �o RS. U100D TRIM 1"t2� NOT USEp ' o ` WItN HYDRONIC HE.4tINCx SYSTEM W9 IN7EC�RAL COLOR Sl'NtHETIG PLAStER ON �'-0" O. G.) ON 5/8" PLl'WD. SHEATNINC� M26 NOT USED ` � ° F5 RANpOM WIDtN WOOD FLOOR'C� ON "15 FELT M3 2 X S R.S. UJOOD 7RIM �, 5/S" lUA,7ER RESIST,4NT CiYPSUM B0.4RD ON WOOD �R,4MINC� UJITH R-38 UN�ACED M2�f 4x8 R.S. WD. �"RIM UJ/ GHAt"I�ERED EDCsE - ON 3/4" PLYUJOOD ON �3 ON �Z. B,4TT INSULATION ,4NR 6 MIL. P�LYETHYLENE � M`�' 2 X 10 RS. UJOOD 7RfM M28 12x12 R.S. UJD. POSI'S UJ/ 8 x S UJD. BR4GKEtS o �6 GARPEt A1�1D PAD 1U10 TNINSE7 C�RANITE 71LE V,4POR BARRIER M5 2 X 12 RS. WOOD TRfM M29 BOULDER RET.41NINlx IUALL � Wll TI-�INSET MARBLE TILE M6 3 X 6 RS. UJOOD TRIM M30 METAL "ATtIG 1/ENT rn o � � ' � . 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' / � f W/ N1'DRONIC NEATINCz SYSTEM AT / , r' �� � , , �,� ;'� � � , � � GONDITIONED SPACES CSE,4L GONCRETE San Francisco, � , , _ _ \ cRic�t as�Q o , , �;�• � , � , .� Calif ornia WHERE EXPOS�D� 94111 , • - 2' � ,'� r ��; �;;� . ��,�', F2 3/�" T� Cs PLYWOOD C�LUED �4ND SCREUJED TO � � �� Ri �', ;�' ;�, ' � � �` , UJOOD �R/�MINCx UJITN R-3m BA7T INSULATION 415 392 4433 hone � � �3 1 1/2" LIC�Nt UJEfCxNT CONGR�7E CPR01/IDE P � ,. � �artn�� stRUCr , . � r � � ,���.��� `� � � � � � � � i�2�� N,4fL�R5 AT 1U00D FLOOR� WfTN 415 392 4454 fax I � i �' " ',,�'� �,� "�� �� `,- Nl'DRONIC NEdTfN�s SYST�1"f 415 392 1946 modem �. ,: ` " �' ` � ' ' '' � - ��4 TI-IICfGSET STONE U11TN WIRE REIN�ORGINCs ; �J ' j = � t ��' � ` _ � , WItN HYDRONIC NEATINCz SYS7EM `� `�' � ' � � ' ' �5 R4NDOM WID71-{ 1U00D FLOOR'C� ON *15 FELT \ � � � � � ' ' ON 3/4" PLYlU00D ON F3 ON F2. \� / �----�- -,-f_ * _' , _ � � _} ' . ._��,_ �_�_I__, � ' �` ; , , � /, , �6 GARP�7 AND P.4D � _ ' ' ' ' ' , � � ', ' ' F�I TNIN6ET C�RANI7E TILE � � - � ^ / FS TNINSET MARBLE TILE �� /� �'_' � � i �� r '� � � ��` ( '� ��. � � �9 7NINSET GERAMIC tILE �� ,� ' ,� ,�� � �I , , ' , �I�� . �;� ; ', , , ;�,� � Fim GUSTOM WOOD 5T�41R O � i ,%� � , � � ` ` � �' . � , �� �� , 303 M. 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FINAL 6.24.97 0 SURFAG� MOUNTED FLUORESCENt LICzNt FIXTUR� DRB REVISIONS 7.09 97 � DRB REVISIONS 7.22.97 � o �c�ss�D ��uo�sc�r�r �.i�Nr �ix�ru� BLDG. PERMIT 8.8 97 � ' 9�$ STRIP LICs�ITINCa- BAR� BULS � --�- UNDER-GABINEt LfC�I-4t GLOS�t STRIP • � REC�SS�D ST�P L ICsHT ; � G�ILINCx FAN ' � � EXIT LICsHT ` � � EME�xENCY LICsNT , � TELEPNONE OLITLET Q TELEYISION OUTLET � EXH,4l1ST FAN � �XI-1AllST PAlV/LICsHT GOi"fBINATION Q� G � OT TN�RMOSTAT �'�� �`9 � JUNGtION BOX � � ` p SPEAKER G �0 ! IE�CE � ELEC7RIGAL PAN�L '� „ �;0.C-1356 � ���j `' � SMOKE DETEC70R �V � �� ��� O C�ARACxE DOOR OPENER �SFD ARG� � NOSEBIB � . � � s���r uor�s: ��.�C�'�IC�4� � i TNESE DR4WINCsS ARE SCH�MATIG AND SHOIU INTENT ��0�� � ONLY ALL ELECTRIGAL SYSTEMS TO BE DESICsNBUILD ' GONtRAG70R REQUIRED TO PROVIDE ADDITIONAL �O��� DRAIUINGS ANp Ii�Of�f'1ATfON REQUIRED BY STAT� AND LOCAL OF�ICIALS 2 ALL MGANDESCENT FfXTURE9 TO BE ON DIMMER SUJITGN�S, ��` ,�� EXC�PT AT EXl'ERIOR,GARA�s�, STORACsE ROOMS, CLOSETS, Y ' LAUNDRY AND MECNANIGAL 3 CONTRAGTOR TD GOORDINAIE ,4ND INSTALL A FULL BUILDINCx AND CsROUND SECURITY SYSTEM. (I/�RiPY IUIT{-I OUJN�R) 4. CONTRACTOR TO GOORDINAtE t INSTALL SOUND/SPEAlC�R SYSTEM TI-IROUCsI-IOUT IN7ERlOR AND AT EXTERIOR DECKS AND PATIOS AS APPROYED BY OUlNER 5 CONTRACTOR TO PROVIDE AND INSTALL SMOKE DETEGTORS TF-IROU�sI-{OUT, PER ALL APPLICABLE CODES Date: 3.20 97 6. CONTRACTOR TO COORDINA7E AND PROYIDE POUl�R FOR �4LL MECNANIGAL SYSTEMS, ELEGTRICAL DEVIC�S, EL�VLITOR, APPLIANGES, �TC �se� ,a6s� Project No 97001 '1- RE�R TO LANDSGAPE DRAIUINCsS FOR SItE LICsI-{TINCs IN ADDITION 70 WNAT IS SI-{OIUJ ON THESE LAYOUtS 8• ALL GON�/I�NI�TICE OUTL�75 MOUNT�D � 15" A�F 70 � Drawn b UNLESS OTNERIUISE NOtED Y� KK,NDG 9 COORDIhIATE UJfTI-1 ARCHITEGT A1JD IhlTERIOR DESIGNER FOR ALL DEVIC� LOCAtIONS 10 PROViDE SLOPED CEfLfNCs TRIi'1 RINCsS ADEQUATE Checked by. T.jyl. TO S�T FIXTURES LE�/EL AT SLOPED CEILINGS. ` 11 ALL LICx{-ITS At SI-IOWERS �4ND TUBS TO F-IAVE CsASKETEp ����t�����... ���OI I� � �O� � I�� ��` /� I OPAL LENS. S�leet �f 1 i l.� U�J 1( l,_ 12. CONTRACtOR TO LOCATED FIR� EXTI�1CsUISH�RS PER 1/4„ = 1'_m" owH�tzs�iaRC�+ir�cr�s oit�crtor�s NORTN _ 13 Cs,4NCx SIUItGHES TOCsETNER WHENEVER POS5IBLE ,4ND LOGATE AS DIREGTED BY OWNER � �� 2� �"� S� 14 IN ADDITION TO WALL OUTLETS SHOUJN, PROVIDE CONVIE1�lIENGE OUTLETS PER GODE, THROUCs{-{OUT BUILDINCs. 15. 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LICsNT FIXTU — ,,�,-- - ,: DRB REVISIONS 7 09.97 4 I 0 REGESSED FLUORESCENT LICsNT FIXtURE �-�-- —:�Ul�t-!N GABS• , , � � � , �� � ; � I - � � � � S,t� DRB REVISIONS 7.22 97 � � -�z, � � � i � � � � �g STRIP LICsH71NCs- BAR� SULB BLDG PERMIT 8.8.97 � ���I s, � , � -�- UNDER-CABINET LICsNT � � II �� � I `�` "` \ TD DRfvEWAY CLOSET STRIP = _-srr.-�,.r - � Ii p�j. Ski Storaae �-----QP�N RAILIhC�s = / LIGHTfNG 'a' REGESS�D STEP LI�HT i --a�-- - -' DN. RE: LANOSGAPE 1 / ; C�ILINC� �AN t � � � / I 1 � �XIT LICsHT / � r� EM�RG�NCY LICsHT " / +I l � t�LEPNONE OUTL�T � -- � � d TELEVI510N OUTL�T a � � � _1 _ J ! I � EXN,4UST FAN � j � EXHAUST FAN/LIGHt GOMBINAtION ��� r� U V TNERriOSTAT � ,(�� � � JUNGTION BOX �Q� I ' -- DRIYEUJ.:�' --�� - p SPEAIG�R c� O � 0 N CE PR0I�IDE POIUER I = ELEGTR(GAL PAN�L I �_ FOR C�ARAGsE ice .C-i356 � �' 21� C�A;2.�CxE DOOR OPENERS �"���� �� �}�"'� � SMOKE DETEGTOR � �GV � I O° CzARACxE DOOR OPEN�R � / fi HOSEBIS s G�\ � FD AR , i � C � -` � � ���C�'}�IC�� � 5���� uot�S: �.�41�O1�1' - •• I 1 THESE DRAIUINCxS ,4RE SGN�MA1'IG AND SNOUJ INTENT �, ONL7. ALL ELEGTRICAL SYSTEMS TO BE DESICsNBUILD_ CONTRAGTOR R�QUIRED TO PROVIDE ADDITIONAL M�f� , d I � DOCAL OFF GIALS ���TION �QUIREp BY STATE AND I 2. ALL INGANDESCENT FIXTl1RE5 TO BE ON DIMMER SWITCHEB, ����� EXCEPT AT EXTERIOR,CsARAr�E, STOR�1CsE ROOMS, CLOSETS, .� LAUNDRY AND MEGNANICAL. ' 3 GONTR4C70R TO COORDINATE AND INSTALL A FULL BUILDING �' AND CsROUND SECURIT`f' SYSTEM (Y�RIPY WITN OUJN�R) • • • d . • • c � � _ = 4 CONTRACTOR TO COORDfNATE t INSTALL SOUND/SPEAIG�R _ d a � � Qa � d ��a ♦ �� a fi-�� I SYSTEM TI-IROUCsI-FOUT INTERIOR AND AT EXTERIOR DECKS l ' ' AND P,4TIOS AS APPROVED BY OUJNER Date: 3.20.97 ( I I----( ' !— .• 5. CONtRAC70R TO PROVIDE AND fNSTALL SMOKE D�TEC70RS ``�-- - U T I�I TY' 1�f�TE t2(�) THROUCsHOUT, PER ALL APPLIGABLE GODES I �l+� I � LOGA�"(01�1 6. CONtRACTOR ?O COORDINA'I� AND PROVIDE POWER FOR ALL MEGNANIGAL SY97�MS, ELEGTRICAL D�vIG�S, ���varoR, P r o j e c t No• 9 7 0 0 1 I�� APPLIANG�S, E7C. �� I � , �` ' . �• RE�ER 70 LANDSCAPE DRAWINCsS FOR SIT� LIGI-1TI1�lCs IN � •� ADDItION TO WNAT IS SNDU�I ON tN�SE LAYOUTS Drawn b / 8 ALL CONvI�NI�NGE OU7LETS MOUNTED m 15" AFF TO � y' KK,NDG UNLESS OTI-lERU11SE NOT�D. � 9• GOORDfAIATE lllfTl-{ ARGI-lITEGT AND INTERIOR DESIGNER FOR Checked by: 'I'.M. ALL DEvICE LOCATIONS. 10. PROVIDE SLOPED GEILINCs TRIM RINCsS ADEQUA7E ������r� /� � ���0�� _ �� �� ��` ,�� t0 SET FIXTURES LE1/EL AT SLOPED GEILINCsS Sheet Of 1 � f� u 11 ALL LICsNTS ,4t SNOIUERS AND 1UBS TO NAYE CxASKETED OPAL LENS ��'Q'�I - �,���� 12. CONTRACtOR TO �.00ATED FIRE EXtINCsUISN�RS PER NORtN OWh1ERS'/ARCNITECT'S DIRECTIONS. (d �' 2� �' 8' 13 CsANCs SWITCHES TOCsETI-IER WHENEI/�R POSSIBLE ,4ND LOCATE AS DIREGtED BY OWNER 1�4 M ADDITION TO IUALL OUTLETS S4-IOWN, PROvIDE CONYIENIENCE OUTLETS P�R GODE, T�ROUCsNOUT BUILDINCs 15 CONTR4GTOR TO GOORDINATE THEF2!'108TAT LOCATIONS CPER � � MEG-IANIGAL D�SICsNBUiLDER'S RECOI�IM�NDATfONS)IUITH OUJN�R o 16. COORDINATE SWITCN IN DOOR JAMBS TO AGTIY�4TE lU/ AG711/E �OVlftl O'� ��.i� -�� � �ooR ��aF. 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EXPOSURE RE� PLAN �� �=, . x x x-='�!� -. 4 SEGTIONS 1403 6.4 2 „ D. EARTHQUAKE ZONE i o o , e��-v�-v�a-° " . - � I/2 cq X 10 ANGHOR .ao:o: �,o oo.o• �:o•, AND 1403.6.4.3 BOL7 AT 2�-8�� DRI�'EWAY �� INTERNATI4NAL, INC. ;,;. �0.�000',o.�aoC?,'.o.�a��O,o.�ao� o � � -� ' � E LIVE LOADS ARE REDUCED PER CODE IF APPLJCA�LE. -I STONE VEN�ER � F. BUIf.DING CODES 1994 UBC � `� };� _ 2. FQUNDATIONS: d EX7ERIOR �TUD -°- �� X X-•--X �° ' �' WALL !^JITH 'oa.°•o:oo.°•o:oo• ° o:o�•. ' � ;; � SFiEATHIh1G a pa.°,O,C�°Oo.°.0�0'po°,4.��°Oo°.�� �� / I I — w- A MIWMUM SOIL DESIGN PRESSURE 4000 PSF • � a l2�-#5 �2�-*�5 B. CONTRACTOR TO FOLLOV�t All RECOMMENDAl10NS IN SQILS REPORT N0. 197 1Q2, DAlED JANUARY 29, 199? GONTII�fUOUS GONTINUOUS , - � BY HEPWORTH-PAWLAK GEOTECHNICAL, INC � e � GRAVEL BASE 3'-O" #5 AT f"-4" L4,`C4X3 8 WITH �5 AT �'-O" I, f� ALL F0071NG BEARING ELEVAT101JS SHOWN ARE ASSUM�D EXACT BEARING ELEVAl10NS EAGH WAY 3/4"m X 6" EXPAN510N . � GO��iTRAGTOR NOT � 'A # O �r SHALL BE VERIFlED IN THE FlELD WIT}i ACTUAI CONDITI�NS BY CONTRACTOR YdTH a, ANGHOR AT �'-O° � 5 AT 2 -O X ,;, APPROVf�L OF SOIIS ENGINEER lUJD ALL BOTTOM OF FOOIINGS SHALL 8E A MINIMUh4 OF 4� S�E C�EhdERi�L NQTES i . 48" BELOW EXTERIOR GRADE. f OR EMBEDDED �'LATE BEFORE SAGK�ILLihl6 (� ° AT 5 V2" THIGK ,.�� p "y�, D. ALL F0071NGS ARE TO BE PLACED ON FlRM, UNDISTURBED, NATURAL SOIL OR PROPERLY y STEM I�tALLS ��'` CO6APACTED B�ACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE � `' s�5 AT MID-HEIC�HT 505 SANSOME S�'REET COMPAC7ED TO 95� (MINI�AUM) STANDARD PROCTOR DENSITY UNLESS OTHERIM1ISE r a • �X4 K�YWAY Suite 1701 � REC4MMENDED IN TNE SOILS REPORT IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOiI �E PLAN < -#� AT �'-O" X O AND RECOMPACT WfTH APPROVED FlLL. (RE SOIL REPORT FOR OESCRIPTION OF �EARING ' -f�E� PLAN \� , San Francisco, SOiI.) I , ,a #5 AT I'-4" HORIZONTAL LE�S AL'i�RNATE � California � < -x x � x � x—x STONE= �NEER - `--- °` SIDES E. DO NOT PLACE BACKFlLL AGAIN5T BASEMENT WALLS UNTi� BASEA�ENT FLOOR R�ND FIRST 4 � (�" 94111 � ° °U;Oo.°•O:ooe°^0°oa<°•D;o FLOOR ARE IN PLACE -� . ; i�o°.4,a0o°.���Oo°eL?�Oc�,O,� � a s=5 A7 I'-4" VERTIGAL + a F. CENTER A.LL F00'RNGS UNDER WALLS OR COLUMNS UNLESS OTNERV'ASE NOTED ON ° • 4 , � � � ' °° '� 415 392 4433 phone cp � P�,v,,s - in �5 AT i�-4�� x 3�-„��— • ����� �SO�.A-r�o�, ° 415 392 4454 f� °;¢ � ° � � � `' a �_—_JOI1�T d. a G COtJTRACTOR TQ PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPAC1E0 FILL �-�-° -� �3�-��5 GONTINUOUS � • MA7GFi VERTIGAL WALL , ' ; Q ���J �g2 IS�� Ti20d�IT1 £ ` RFIN�ORGEMENT - LEC�S // • UNDER FOOTiNGS AND INTERIOR SLABS-ON-GRADE. A MINIAIUM CF 1 REPREScNTATIVE • AT ALTERt�IATE 51D�5 _ _ =� , ,� (�)-�5 TESTS SliALL BE TAKEN FOR EACH FOO11NG AND SLAB-ON-GRADE 7 �T , � �-��L��-C1�-v2ADC t G N i � � �.' � � � WITri t�� -��-�'--i,_r��� =;;yy,.� G t�,SGUS �, � „� �;. W. NO�1FY SOILS ENGlNEER WHEN EXCAVATION IS CO�IPLETED SO THAT CONqiT10NS MAY BE R�� F'LAN rj ,/ �, INSPECTED PRIQR TO PLACEMENT OF ANY FORM1h'ORK FILL OR CONCRETE i � --.x x—x—x x .,:� 3 CONCRETE � t ;#� 'U:oa`.°�U:o,�.° ��:o�•.° i:�<: _ � A. ALL CAST-IN-F'LACE CONCRETE SHALL BE MADE WITH TYPE 1/II PORTLAI"�D CEMENT, STONE � � � `��V.`.�` co`�e��`,co`.^`y� `, e� #µ' . AGGREGAl'� AP�D SHALL DE1/�LOP 3000 PSI COMPRESSIVE STRENGTH IN 28 DAYS ,� � _ • a. ��'��� � m � a f�" � ;� ' � � � � 11, , � 8. IF CONCRETE 5UPPLiER PROPOSES US� OF FLYASH HE SHALL PROVIDE OWNER 1MTH �E �'L_AN --FL�OI� SHEATNItJ� � ' `• � � .,;� ' LETTER I�dDICATIh(G COST REOUCT10N AT Ti61E OF BIO. 1}iE MODULUS OF ElAS71CITY OF RE� F�Lr�N 6��� ��! (SC.REW AT 4" WIT1-� I '�°a ' • -{���-�� GO�IT:NUCUS � R�� PLAN � ?;;��- . ALL CONCRETE SNALL EXCEED WC1 5 33�/"'F'G (QR 5�,000�"F'C NORMAL WEIGHT CONCRETE) _ � � 10 GAG� SGREWS AT �" - ; F� ��; �d �y � SILL PLATE) '- � ; C FLOOR SLABS-QN-GRADE SHALL 8E POURED IN CHECKER PAl'TERN, AVOIDING RE-EtJTRANT . �+� #-�- �,.e "� t ���� A • , , � �L�� eu� CORNERS, WITFi GONSTRUC110fJ JOlNTS LOCATED UNDER PART1TlONS 4VHERE PRACTICAL �-� ( I �� � � � ANU K9'iH NO DIMENSION EXCEEDING 15 FEET OR 70TAL AREA OF 200 SQUARE FEE3. AT �'� +°' ��" +- � LL� .�......��.��.. t �Y AST 48 HOURS SHALL ELAPSE BEFORE POURING ADdACENT SECT10NS OR CONTRACTOR 3�q.�� ! ��_� J._�_� ��! / � � lAAY POUR SLABS-ON-GRApE CONTINUOUS AND SAWCUT JOINTS. JOINTS SHALL BE SPACED V - - --- �� 15 FEET AND SAWCUT 1" DEEP X 1/8" W1DE Wli}iIN 12 HWRS AFTER POURING CARRY ALL ����_#,., - -- � �� �a SLAB RE1NFORCEMENT THROUGH JOlNT. GONl"I NUG�US � � � � f �� ,�„ �� � � � � �� , .�� =� p � ,-.��`�� -� �a � '.�•. C7 'SIILRC 7f1AP1�1f`_ CMTAII_`C GCAIIC es�n ur�ilo Cu�LL ��Ot �.titi�e �o��++'O �ra ti i�ort�con.rn� ��!-�.�� = ��-� ��4�� _ ��-'� �_� '1rz P L A N E. A N Y S T O P I N G O N C R E T E W ORK MUST 8E MADE AT TNIRO POINT OF SPAN �YITH i � �'' VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS tlN�ESS OTHERWIS£ SHOtiYN ALL � a � COPJSTRUCTIQN J01NTS SNALL Bc AS DETAil.ED OR AS REVIEVIED BY THE ENGINEER � � d� / �XT�fZIOiZ �iTUD — �� �� � '�n, , E. ALL CONCRETE 1MORK AND REINF4RCEMENT DETAIUNG SHALL BE IN ACCQRDANCE WITN PLYWOc�D L--�LOOR JOI T5 WITH BLC�GKIt�1G (TYPJ �X8 (TREATEI7) WITH E�tT�RIOF2 STUD WALL SIMPS�N F-IAN�ERS ��-L WITH �— I/�"C� X 10" ANGHOR WITH SHEATHINC-� � � ,�a AGI BUILDiNG CODE 318 LATEST EDI110N. UNLESS NOTEO OTHERWISE ALL EXPOSED EDGES SHEATFiING � OF CONCRETE WORK SHALL 1iAVE 3/4 INCH CHAMFER. USE STANDARD HOOKS ON RE SEG-t" 2/51 O ' ! ��= f'�-'°`N BOLT AT l'-4" � � ,�� D01�4'ELS UNLESS 07}1ERVNSE NOTED (3)-2X C,ON'f Ih1U0U5 ad �LCOR SHEATHIt�iC� FLOOR SHEATHINC-� STUD WALL � TREA7ED PLATES WITH I/�"m F"cE PLAN � (SGREW AT 4" WITH RE pL,aN ��(SGFZEW AT 4" WlTH �� 4 kEINFORCEMENT. (LOAD S�AFZING) � EXPAN510N t3pLT5 �1T 2'-O" � � � 10 GAGE SGREi�iS AT 10 6A6E SGR�Y+lS AT � � 150LATIDN _IOINT � SILL PLAT�) � SILL PLA'i�) A ALL REINFORqNG SHALL 8E HIGH-STRENGTN DEFORMEO BARS CONFORMItJG TO ASTM GOTJGR�TE ° � � - 615, GRADE 60 EXCEPT T1ES, STIRRUPS AND PLATE ANCHORS 1YNICH SHALL BE r� DEFORMED BARS, ASTM DESIGNAt10N A615, GRAOE 40. SLAB-ChI-�i?AL7� J �'� Ohl 4" C�RAVEL BA5�` R�� PLAN \ - -- I � ''� R�. PLAN ' + � � � � -- ----- -- - ------ -- _ _ ---- . LD WiRE FABRIC SHALL COt�iFORM TO ASi'M A185 AND SHALL BE LAPPED ONE FULL 2X8 (TT:.EA1�p) WITF � MESH AT SlDE AND END SPUCES AND 1MRE0 TOGETHER. \ -- --- --�---- � � e, I/�"� X 10" �NG��OR GONT11�tUCtJS � 4 C. POLYPROPYLENE FlBER REINFORCING SHALL HAVE FIBER LENGTH COORDINATE V�lTH � i� BOLT AT I'-4^ .� .--. �y'� f�l AGGREGATE SIZE AS PER MANUFACTURER'S RECC?MMENOAT101JS. AMOUNT OF FlBERS a a � � SHALL BE A NINIMUA! OF 1 5 LBS/CU�3iC YRD OF CONCRETE OR THE AA40UNT RECOMMENDfD �xa--x°a xd- ,--x�x;x a� � � � � BY THE �AANUFACTURER HMlCHE1+ER iS GREATER , ' � �M�-1 � . �> . (2>-#5 � I � , � p o 9 � � J , o • GONTINUOUS �< ,,�- ,� D REINFORCEMENT PROTEC110N � d• <� a �°U•`a ° a• �GLEAR ' � ' � �LCv^R JJI TS 4^i1T+� J L-��00� JGI TS WIT+i � � � � 1. CONCf2ETE POURED AGAINST EARTN , S T O h t E `f E N E E R ----�- S I M i»S p N H A N G�R S • i 2. CONCRETE POURED �N FORMS (EXPOSED TO WEATHER OR EARTIi) 32' - �---v----o-= F (3)-�5 G ON TI N U O U S . S MPSGN hiANvcr�S 3 W A LL S (N O T E X P O SED TO WEATHER) 3�q� 3" GLE��R ° , �, O R,,,� � RF. PLAN tt5 A7 t'-4" ° � RE PLAhi � � ._._�1 I i � � � ° � � �� 2 L 5 AT I -4 i-iORIZONTAL ,� � N O S P L 1 G E S O F R E I N F O R C E M E N T S H A LL B E I d A D E E X C E P T A S D E T A I L E D G R A U T H O RIZED BY VEI?TIGAL � 7HE STRUCTURAL ENGINEER. LAP SPL{CES, 1NHERE PERId1TTED, SHALL 8E A MItJIMUM OF 36 - a �� BAR OlAME1ERS UNLESS OTHERY�lSE NOTED MAKE ALL BARS CONIINUOUS AROUNQ STOhI� PAYING� J #5 AT I'-4"- �� ,� CORNERS �� FLAN ��� aRG� �lER�"IGA� , �i � �� o� F. PLACE TVi'0 /�5 (PER 8" TIi1CKNESS) VATH 2'-0 PROJEC110N AROUDID ALL OPEN�NGS IN I � � � � � �� � �� ° -I/2" ISOLA7101� SNOW MELT a • CONCRETE 1NALLS. ALSO PROVIDE TYVO �5 X 4'-0 DIAGONALLY AT EACH � JOINT RE� MEGH , a � � � CORNER. �— �_��,. o � �� SLAB-ON-GR�+.DE RE SEGT. Z/51.0 � � G CO�dTiNUOUS TUP AND BOTTO�A BARS 6N WALLS AND BEAMS SHALL BE SPUCED AS 3�4° = I'-O ,� W�T� `�W� - , • ° - d' , FOLLOWS. TOi� BARS AT MID�AN, BOTTOt� BARS OVER SUPPORTS � a 4 � x�-x � °x--�x�,-x; � �� �� ISOLATION ..JOINT -'-1 RE= PLAhI a ` �� H P R O V I D E A LL A C C E S S O R I E S N E C E S S A R Y T O S ll P P(;R T R E I N F O R C I N G A T P O S I T i O N S S H O W N '- ��0;o�°°•0;oo°°•0:c>•° •0°, o �- --L4}:4X1l4 WiTH ,8, a ON THE PLANS. ALL REINFORCEMENT TO 8� HELD SECURELY IN PROPER POSI710N IN � a° � .� %Oo°.<?OQ�ia,O,UOo°.U� noo - 3/4"d> X 6" �XP�'-�NSIC]N t' ACCORDANCE 'rVITH 7HE LA7EST ADDI110N OF ACI 318 d _� -�<� k—x-'"'�S �� � _` ° � ��2�r ANC.HO� �T I'-4„ ° `�� � � GONGR�TE I I/2" SLAB-UN-GRADE � � � °o:co•.°•o;oo�°•o:00.°�0�',0�0 �III� I -I I' ^a Z� � GLEAR �� � GLEAf? I� ON 4" GRAVEL BAS� _�- -� ° rOo°.0�'c.�o°.0,�'po�.�;��%�o°.�?�� - .,_3 � STRUC7l1RAL STEEL I� LATION JOINT � • A �� �� 4° GONG SLAB I e ° f�. RE� PLAN � j� � °° � ° a - � WITH 6X6-WI 4X • 4 � � f A ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS WHICN � a �� WI 1F WLvF ON C�RAY�=L 2� �° � SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST , . � EDITIONS. 5TEEL SUPPLIER MAY PROV{DE ASTbI A572, GRADE 50 AT Hi5 OP110N. ANCHOR (2)-�5 GONTINUOUS a �"°� -(3)_#�� BA�E f� `-�p��-`-�" BOLTS SHALL BE A307 STEEL AND MlSCELLANEOUS EME3EDDED ITEMS SHALL BE A36 STEEL ° .� _ a � x---oc---� x ° x° � - - � r6 �'� RE� SEGT 2/51 O � A"( i'-4" X J � ' B. STRUCTURAL STEEL SFIALL BE DETAILED AND FABRICATED IN ACCORDANCE WITN LATEST � o��.-�s--r•�l�-s-�;�•- • # PROVISIONS OF AISC 'MANUAL OF STEEL CONSTRUCiION" •0��:0• . 0.0• . 0:0� I/�" ISOLATIDN MATGH �IERTIGAL WALL < < i/2" 150LP.TION .�:� ' ,;�°oCa`���°oOC;0,Qo0�4.°.00� �-JOINT �.EINf"ORGEI"(ENT - L�GS JDINT � C. UNLESS ATHERWISE NOTEU, USE STANDARO FRA�IED BEAM CONNECTiONS WITH STEEt. a 6 a � AT ALTERNAI`E SIDES BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTtON' TABLE II-A iMTH A325-N BOLTS Ot.: a ° I , SLAB-Of�I-GR.ADE 5LA - B ON-GRADE 1RELDED EQUIVALENT. SELECT CONNECTION AT EACH SPUCE TO SUPPORT 60� THE o a 1^��TH w�^�F WITH W W� � ' TOTAL UNIFORM LOAD CAPAq1Y FOR EACH GIVEN BEAM AND SPAN. - � � RE� PLAN RE PLAN � R� PLAN � �,\ MINIMUM WELDS TO BE AISC AND/OR AWS BUT NOT LESS THAN 3/16" CONTiNUOUS FlLLET a.• 4 - UNLESS OTHERWISE NOTED. Q ' < a Qa e � TX<�_k__p_.°L_� � - —X � X—K �' � a � � , E ALL WEIDERS SHALL HAVE EYIDENCE OF PASSING THE AMERICAN WELDING SOGETY ° W - ; ` :o:Oe.°•0:oo.°•o:Oo.°•0:Go. r J - � � •0:oo.°•0:Oo:°'0:�o.°NO:Oo. STANDARD QUAUFlCATIONS TESTS AS DETAtLED IN AWS Dt 1. ' __, J ! C?o°.�`JOo°.��''�o°s0 OOc°4, o, o o�p C,�oo p � � I '`� i �� , .� � � o0 oO�oo .o,O�oa� � �• � Revisions. � � � ..� � � �I �l I , a� . m aa a I � I I� F. STRUCTURAL SUPPUER TO FURNISH UNTELS FOR ALL �tASONRY OPENINGS NOT IN LOOSE � + a s UNTEI SCHEDULE OR AS SH01NN ON STRUCTURAL DRAWINGS OPiE END OF 'f}1E LINTEL O a a SHALL BE FREE TO MOYE HORIZONTALLY TO ALLOW FOR ELOIvGAT10N AND SHORTENING e �� �5 <�T I -O' HOf21ZONTAL �/4" = 1'-O - ' •� � ° �r �.R�SS 5-i9-91 �, I '' � � _ .A ° `°�.,�-. C3�-�5 GONTINUOUS � ' �"-�"-�- `�- �3�-#� � G PROVIDE ANCHORS FOR BEAMS F3EAR(NG ON MASONRY WHERE ANCHOR BOLTS ARE NOT ° a � ���� �_Z�_g� - #5 f�T I'--4" �'�RTIGAL � � � � a + � ,1 SPECIFlED , j � �'R�G,��$ 1-22-9'1 6 NON-SHRINK GROUT < � �� � � t=f"c�,-��58 8-3-3� ;�w A NON-SHRINK GROUT SHALL BE PROVIDED AS FOLIOWS: ° � � ��f� �� $-a_R� r--4" �LAB-O��-C-�'�ADE 2= FLAt�f � �'-O' I �, �= � . N COLUMN BASES ANU FOOTINGS / �'T� W w� � ' 7 VI'OOD ` d RE PLAN ' � �, � / �_, s A ALL FRAUIING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY . • �� � � ; �� � �6 � � � � � E �� 2 �° STERN WOOD PRQDUCTS ASSOCIATION AND COtJFORMING TO UNIFORM BUILDING ` I i/2" GLR � ' j CODE AS FOLLOWS � 3�4�� _ I'-O ,�,. •a �/4" = i'-p �� 2" THICK - 4" WIDE w STllD FB = 675 PSt -, ' -a- X�x x---X—X � a 2" TO 4 THICK - 6 dc V�{DER N0. 1 FO � 1000 PSI ..� o = �� " 5" THICK - 5" & 11+iDER NO 1 FE3 = 1350 PSI a ° o T_'O;.°•O:oo•.°�O:oa.°•O :Oa. - � ' „ N01ED ALlOWABLE STRESSES ARE A4INIMUA4S AND FOR NONREPE71T1VE USES PRIOR TQ ° O °,C?OOo°.4O4o°.c;�O�?�o,0,� _� ��, ALLOWA6LE S7RESS iNCREASES � �� �� _ �r- a �2��#�J — � a � B PROVIDE t X 4 CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X 1V000 JOISTS AND 2X a GONTINUOUS 4 e �\ � RE• SEGTIOhI 4/SIO SOL1D BLOCKING BETWEEN JOISTS AT ALL �',�1PPORTS. FASTEM ALL WOOD MEMBERS , / Q � ��k WITH COMMON NAILS ACCQRDlNG TO THE UBC SCHEDULE UNLESS OTHERV47SE NOTED °� ' �--GRA\/EL BASE � "�� . C LA�IINATED BEAMS �. � T 0 '� / 4 � _ �; �a � -�5 AT 2'-O" X � � �� a ��� ALL LAMINATED MEMBERS SHALL BE FABRICATED 1MTH DRY LUMBER OF a � ST�NE '�/EN�ER j�--2 I/2" X 6", :3LOGKOUT �M; ` ONE OF TNE FOLLOW1NG SPECIES: WEST COAST DOUGLAS FlR, V�"EST COAS7 = � HEMLOCK, WESTERN i..ARCH OR $OUINERN PINE. ALL SIZES SHOWN ARE NET ' EXT�RIpR STUD • � .� I 7 ��u�usTrn urunreo cu.� e� pCTl.IL.CIT �.��o '-:.on�o�.r�o ��a n000no..�.�e ..��r� , C REe �+EGI� �/�I O / a a r,,� THE STANDARD SPECIFlCAl10NS FOR THE DESIGN AND FABRICATiON OF WALL WITH 4" SLAB-ON-E�RADE RE: i'LAN � �� STRUCTURAL GLUE LAI�INATEO T1IADER, LATEST EDITION AS PUBLISHED BY AITC. � .a SH�ATHIIJG WITF-I 6X6 W2 I X hL2 I � a a �\\`` W W F. Oh! 4" GRA1(�L �� ' 3. ALLOWABLE UNIT StRESSES REQUIRED FOR LAMINATED MEldBERS (DRY a a W CONOI710NS OF USE) ARE AS FOLLOWS ��I-#5 BAaE _ � A. BENDING 2�pp ps� < GONTINllOUS 4 �� ' a a B. TENSION PARALtEI TO GRAIN �2pp pg� < #5 AT I'-4" '_, , C. COl�PRESSION PARALLEL TO GRAIN 1350 PSI ° RE� SEGTION 4/�I.p --x �, x � x�' . ?�Y D. HdRIZONTAL SHEAR 165 PSI �� a � . ` #5 AT I'-4" E. COMPRESSION PERPENDICULAR 70 GRAIN a �f 385 F�SI < " .. o•p:0e.°•O:oo.° O:Oe. ❑ • 4 LAMINATED MEMBERS SHALL BE Bl11LT-UP USING 2" NOAdINAL MATERIAL °.4.0'po°,O,�d'Oo°,0,��jo°.C?� , L 4X4X3/8 WITH 3/4"m • b„ _� � �� r ^ ° EXP BOLTS AT �'-6" " � , D. PLYWOOD OECK AND/OR WAFERBOARD -�Y � �r 1. PANEL THICKNESS SHALI BE AS SHOWN ON THE DRAN'ING. APPUCATION SHALL BE � _ d s � � � _ � • ' q,�r iN ACCOROANCE NATH RECOMMENDATiONS OF THE AMERICAN PLYWOOD d - ' ASSOCIA'�ODt. , �` - ' 2- EACH PANEL SHALL BE IDEN7IFlED IM7H THE GRADE-TRA�EMARK OF THE �MERICAN . _ 3 , ���.n��nr.q p � 7- 2 ����� a �0 ��II r a� LYWOOp ASSOqATiON AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS . `,� • .��,'R, � . STANDAR� PSI, LATEST EOITION FOR PLYWOOD. ALL PANELS NMICH HAVE ANY EDGE � � � r� � T F�O�`,���� � ' OR SURFACE P�RMAANENTLY EXPOSED 70 THE WEATHER SHALL BE OF TNE d � 8„ : , �G�� ��` EXTEf210R TYPE � #5 AT I'-4" X 0 � 3. FOR FLOORIhiG USE 3/4" TdcG STURD-f-FLOOR SHEATNING NAILED ,4tdD GLUEO AT 4' 0 C. ' a � • • � �' LR. --7--#5 AT I'-4" EAGFi WAY � AL NG PANEL EDGES AND AT 10' ALONG INTERMEDIATE SUPPQRTS. 6 �, 4. FOR ROOF USE 5/8` (48/24 SPAN RA71NG) EXPOSURE I SHEATHING NAILED AT �F" o � 2�-��� d� � z � � k�v� � O.C. ALONG PANEI EDGES AlJD AT 12` ALONG INTEf2MEDIATE SUPPOR7S. � #5 �hT I'-4" X 6" ��� ' � _�� � �, � 5. EXTER�OR WALLS SNALL HAVE ONE LAYER OF 1J2" EXPOSURE i SHEATHING RE� SEGTION 2/SI O Ma7GH �(ERTIGAL WALL \ • • . '; ' c,;i O�J` NAILED AT 6' O.C. ALONG PANEL EDGES. � ., a R�INFORGEMENT - L.EGS � O �5 AT I'-4" �'�i �# i��'���`��� � - 6. DIAPHRAGM SHEA7HWG SHALL �E THE THICKNESS SNOWN ON PIANS WITH THE , I/�" 150LATION a • AT ALTERhIATE 51DE5 � �''��,, F CO�-a.``�, FACE GRAIN PERPENDICULAR TO SUPPORTS 1MTH END JOINTS STAGGERED. ° JOINT � a ',,,11„„ , �. INSTALL SUITABL.E EDGE SUPPORT BY U5E OF PLYCUPS, TONGUE AND - GROOVE PANELS OR SOUD H'OOD BLOCKING BETWEEN SIyFPORTS. r SLAB-ON-C�RADE R�� PLAN a M. �k ' t^tITH W.W F. � � e • ,M �� , E. PREFABRICATEU WOOD lr1E6�BERS SHALL BE THE TYPE NOTED ON TNE DRAW1NGS ANO a C ` ` � � a f SNALL BE �Bq-JOISS` AS MANUFACIURED BY BOISE CASCAOE CORPORA�ION ALTERNATES . R�: PLAN Q � ° � ' Date: SHALL BE REVIEWED BY THE ENG(NEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A . a W ' � . �� LOAD CAPAGTY iN BENDING, SHEAR, AND DEFLEC110N EQUAL 70 OR GREATER THAN THE � • O r'T a ��� d' � 4 ^ I SH041M ON THE DRAWlNGS WEB BLOCKING AND 6RIDGING TO BE AS REQUIR�D 8Y ISOLATION JOINT � �-'�-K, � � x- _ � i � � • � a f,K . THE JOIST �IANUFACTURER, ° Q • a � . •o:o•� o:o•O •o:u•� �o:o•� m ' • ' � . • ' Pro'ect a� . 8 � No: 3616 �d � F. LAMINATED VENEER LUMBEFr MEAdBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES• SLA�B-ON-GRAD� } �7,oa�,.'O�Oe ap'O�Ooo0�.4.°00� `' O ` ,. ' � a � FB = 2E00 PSI� E = 2�0OO�OQO PSI� FC = 750 PSI� FV = 285 PSL BUILT UP MEMBERS SHALL BE • �WITH W Yd F -I a a �`""' �3)-�`J GONTI}yUDUS �_�' � CO�dNECTED tN ACCORDANCE WI1N MANUFACTURERS RECOA��1£NDATIONS. CONTRACTC�R a a , , r ' ° m - a a , a � , SNAL{„ HAVE THE OP110N OF USING 3 1/2" OR 5 1/4' WIDE MEMBERS. � � , • o ��i - A B G Dra�m b : �� - • � ` - 8. GENERAG e ' �'�, (3)-#5 GONTINUJUS Y ' � �( X X-x X � s'=� , J A. ENGINEER'S ACCEPTANCE MUST BE SECUF�ED FOR AlL STRUCTURAL SUB5TiTU110NS. � ' e s HEIGHT A B G Checked by: CC a :O:Oo•.�•P:Oo•.�°O:Oo.�•O:�o. ��,: ' R. VERIFY ALL OFENINGS THROUGH FLOORS, ROOF AND WALLS 1MTH AhECHANlCAL AND 'po°.D,QOo°.4.QC�o�.L?.�OOe�.O,� x ' � � � ELECTRICAL CONIRACT4RS. VERIFlCATION OF LOCAT10N5, SIZES, LiNTElS, qND O-�'-O" 6" 8" I'-6" � ��-0,�_4�_0�� a� 8„ a,_�„ Sheet Of �k QUIRED CONNECT10NS ARE CON7RACTOR'S COMPLETE RESPONSIBIUTY. a • a a 1 11 1 II 1 1/ 11 1 II J�'�,i 0 4-O -6 -D I -O 8 �-b �, ' ` o C. PROVIDE ASPHALIIC MASTIC-COATiNG ON ALL STEEL AND WOOQ EXPOSc"D TO THE EART}i. ' • � ' �k , � � � �-a I o C3)-#5 GONTINUOUS � D. SUBMI7 SHOP AND ERECTION DRAYANGS TO ENGiNEER FOR REVIEW OF ALL S7RUCTURAL • , d � STEEL, AND LAMINATED WOflD FRAlAfNG MEMBERS. THE IAANUFACTURING OR FABRICATION � ai i ��_p�� ; � RE: PLAN , `n° _ OF pNY ITEMS PRtOR TO WF2ITTEN REVIEIN OF SHOP DRAWIN6S WILL BE ENTIRELY AT 1}iE „ - � R1SK OF" THE CONTRACTOR. ��_��� • ' • �� / 4 � �� �' '� E, WATERPROOFlNG, VAPOR BARRIERS. WATERSTOP, ETC., SHALL BE AS SHOWN a �o�L f+ �.' �� ' ON iHE ARCHITECTURAL QRAWINGS AND AS INDICATED !N THE SPECIFlCA�IONS. � � G �' f 01�1 11 �� � {(', _ F. ALL OIMENSIONS ON STRUCTURAI, DRAWINGS SHALL BE CHECKED AGAINST FlELD � � C � � �� � �'* h ARCHtTEC7URA� DRAYYINGS. � � � � � �� � �� � � ( �� '�"O�j� Qf ��1I ��.� ' � t+j��`a'cs3 3/4° � j'_O � 4�� , � � 3/ - I _p f 3/4" _ �'-O . ����� ��� �,,, < 3/4" = I'-O �f; , . p , � � e �C COPYRIGHT �: �— �i , , ° � - - '�- P' _ � k .�" `F.:'g, 'S .�.� e bi � I �+'`�. 5 l�,y,��,�.d�� �Y.c��' ,q"`�»+5;���. b9--,�*«'+�f �i' ...wb *-�,.'Sf3i^'�;,���.�q, j •�` .?c.� �'� ,..h.a ,�^"t' t., w �....�.s'���."�"�.'°.s�"'�""�w.."""'^'�'^^'^^*"'pr � �.,� 4 . ,�%" "�.°,t.. ��`�- ,t ;�i �'3c- '# sr „�. i�1�+; s.:+�.... r. �v", ' t , �ya'��.-'� :.f.�"y , ,� � s�a �'w ,�-r>,,B • �' �s �. n�S� �, - ' m r"�..�.�'....'+�+sR 4 -.*:.a.+-.-�s�e�.+-r�r�.+r++-�+..,�-... � . , . „ . . . ., . �,� . , u , ���.� ,.. � ,.,.�, , -� .r �� � e :z.. : .� . .�. ,.x K � - , � ., a ",cl ,> . �t r= ,on. .e . .•,i , . , . t� �. 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INTERNATI(JNAL, INC. �A � 4 l � - — -- � �- _ _ .� , - — -� , � . d � � . - �` � � � � � ' � � � I `�' , �ry � = I � � � ' � � � � � � � I I . , L _ ._.� J �85'-�'�) �- — — — — -� le5'-6'�) L — , — J qj 9 � , v �; . t , '�' 6'• (85'-6"� � sr,, , � ' � �1 �` 4'-10 I/4" 10'-I" 4'-10 1/4' !D'-8 l/2" ' " 30'-ll I/2" �'_6" �' A � � C�,� 6 ♦/� � 505 SANSOME STREET ' � � � - - _ ��'-8 3�4" Suite 1701 � - - � r - - � r - � - � � I I 'c�v San Francisco, r � � - - - - - - - - - - - - - --� � 88�-q„ � I � m � California � , I I 0 I � � � �as�-6��� �' s�aB� I I � 94111 r � I I . 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V` $ � ' { � I � I t� OF FOOTtNG I I �J I t'f � � � �' `' I � � �a� � � ,o BEAM r � � �/ /�/ �� �� � I I 20'-O 3/4" � � � '-6 I/2" 1-!'-"1 I/4" I�i'-�l t/2" RE, PLA � / // � � � �_ �� � � � - -. � � 51.0 � � p� � � - / � � � I 4 WIDE X ry ( � � ,� � ' � - � (, J . � � STEP TOP � � �g�� DEEP (V I � r -�- -� ( � N I ! � �� 89'-6„ � � 15'-8 I/4" _ _J �� � � � �� � � - '��\ O� YJ�LL � ( � � TFiiGKET�lED t0 I I I I � 3,� �� � � / � / I SLA�3 FOOTIrdC� � ( i - � - � � � � TOP OF SLAB � � � � � / �47�� - �_��i5'-5"� - � � � { ' I tm'f L. -�_ J = b�t'-6" I ' � � �� i � 5LA �� ON C-�R.ADE L_�� � I� STEP TOP � � _ � l _ � I ry � � 9G-6 314 � , 5�'EP 10'-3" Q� �`t OF WALL �. � � \ � � f � � d' 4-O WIDE X 2-b � � I �/ � y � HIC�H BLOGKOUT, " I � I ,_ w � � S�AB � L - -I- - J L DGE � ( f SLAB � � STEP TOP 1 I� �p � � � 3 � Z88 10� � � LOGATE AT TOP D� � �� `{' �- -�-.� er ST'EP 5�8 OF L�lA1rL � �� � STEP �� � �� � � —}- _ _ � � �� _ —I �- I _ r- - - -- - - - ' -- -1� - - - -- - - -- -- - - - - - - - - - - - - - - - ca8�_io��� _ - --- - --- -� �� � _� � � �p ,..., O � FOOTING - J � - , � � I � , ..0� � �t I � I I � � � I � ' � � _ � - - - � F� Q < < 6� ' � %� �88' 10") � 12 � � � �- -�--� l , � � L _ _. 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I � , �' - ._ _ ;� � ---- --- ---------------- � I � � � ' ._ . -- -- - - - - - - - - - �ioz�_o^,_';� , - -' � �-- - - - - - - - - — (-_, �io3�-6��,- - - - - - - - - — - - �88�=io�.,- - - - - —�ia��=6NI _ � _ _ � i � � � , � n � - S"fEP TOP y _ _ N ^ ` _ I I ST�P T�P � I ( � �8�,_,�„� ( � STEP TOP � O� WALL - - - - --- - - - --� ST�P TOP � I , BEAM POGKET L _ _ _ _ _ _ _ _ _I ( OF FOOTINC-� � OF WALL � � �-STEP TOP OF �O�TIN6 I � � I ' OF FOOTING 4 � � � - � � � LOF WADP 7 � I 51A I -�- - - - - - - - I r�'." 510 �y -. .� � +� � i [l04'-6 3/4"� =.' ` I � OI . � i � Q � ' � � I Q STEP TOP � I SIA O � � 7'-II I/Z" 13'- " '- " r � � �, �' � �`_' OF �OOTINC� � � � - � O 7 6 1 I-2 ° S'-O I/2" `'� ( 3 y � 5 1/2" 8�� g 5 I/2" = � - j- � � � ` � STEP TOP - 104'-3" � 51 � - 2��-� iiau � I � . � O� WALL Q �- � I� TOP OP SLAB I I " � I C�I"T'-�") �- � _ � I! ON CRAD� ( ...� _ (�i�"_O'_� 4 105'-6�� � - - - - - - - - -- - - � I -- - - - - - I�I'-O" � TOP GF 57EP TOP � , ' � I + Revisions: SLAB \ OF WALL ( [IO6'-O" - -� �� - --- - -- - � � ' ( ( _ �IOt�-O � T i�'-t�" 3'-8" �� ����� r - - - -- - - � m � � - - , - - ! L_ ( � � aa -a - - - - —� - - - - - - - - - — � - - - - - - — J � � ��5a 5-19-9'1 � . _' _" - - - - - - - - - - - - - �OCx�SS 6-2G-9'i 6 STEP 70P I I TD�' OF I - ^ � � et 3 L ' � O� WALL 510 � � SLAB STEP TOP ry ry 0 � � �'E'�� u1 51 O fV ��Z0��5.�i '1-22-9�1 _ ��(105'-6"] ry [104'-4'] . O� FDOTih16 � � J � — — — — — — — — -) � � �. I �io5' 6��] - F'RGYs�55 8-�-9'T �- — — — — — — -- —— — — —— — � r— = � n � � V��� i'-o" a�-o^ i�-o�� � i/2" P�i�11t S�7 8-a-9'i I - - - - - � - � n - - -- - �� ` I • � s — r� ���_-r�� t�V r 102�_4��) -� - - -! ' STEP TOP Ql i r-,i I�� � ;� I 104'-�I" _ I N O WALL (� i- lfl�Sl � I TOP C>� ' • � STEP TOP�i I 105'-G" SLAB 2 I/2° WIDE � ' STEP TOP � � tt I I � Q ( L�DGE m _ O� WALL � (�TOP OP S�p J_EDGE = 104�6�' I OF �OOTINC-� O) I 105'-3° ._, � STEP TOP m � t 0 i � � SLAB t L_ .� - - - - - - - - - �4�-q �_ _ I TOP OF � � OP WALL � �W� � J-� � �l � J=-- ���t`i �L � � � I �/ I V �� � I �l ' �' 0 ( � � . � � SLAB � 0 I/4 = I -O � � i �� � �� u ' —-r— (V � � �Q � - - - - - - - - - - - [104'-7"] � � m Q _ STEP TOP STEP TOP ( N� 4 � � � O� WALL OP FOOTINC-� � � �� q J� � ( � _ i a-6 ii2 ° s�.o N�n p j � FOUND,�TION NOT�S: � • � \ "� I �. DAIUM ELEVATION IDO'-O", EQUIVAL�NT TO AG"(UAL 51TE � �� i?'-3" 6'-7 i/�" �!-+ ELEYATION 8600.00 ' i ' � �S�TEP�TOP � � �� � I � � ' � [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELEVATION TOP OF � � Q 105'-O" 6' ,_ „ � 3 (XXX X ) INDIGATES TOP OF FOOTINE� ELEYA710N. � Uj�� 2 � � SLAB ( I u SLAB � 4, GONTRAGTOR SHALL �OLLOW ALL REQUIREMENTS L15TED IN SDILS 51.0 � ' 2�-p° i I REPORT. m I ' I STEP TOP 6 � GONTRAGTOR SHALL PLAGE (3)-�5 VERTIGALLY FULL HE�C�H�T OP 1'h WALL A7 H16H 51DE OF ALL WALL STEPS +-116H�R TFiAN 4 O IN N � i � � � OF WALL ' a- ADD1710N TO WALL REIN�ORGEMENT SHOWN OTH�RW15� � � I I ^ inI I 0 � 6 ALL �OOTINGS IN GRAWLSPAGES SHALL E�E BAGK �ILLED WITH m � I '3' OI � STEP TOP GOMPAG�D STRUGNRAL FILL TO THE TGP O� THE F0071NC� y � OF WALL MINIMUM, UNLESS NOTED OTHERWIS� ON PLANS OR SFiOWN ON ' � � I � I I S�GTIONS. ����������i���� . pCSALD �. - cA � c, .� R� �� .-+ � � � -f. �LODR ELEVATIONS SHOWN ARE AT TOP O� SLAB OR AT TOi� OF ,�� � • E ���/j�r��� � � ^ � ^ PLYWDOD FLDOR SHEATHIhtG. ` . O �r��� SI.O � I O � � tt 8 �OOTihl6 ELEVATIONS SHOWN ARE MAXIMUMS ANp MAY NEED TO � = _i I � � BE LOWERED DUE TO SDIL GONDITIONS. �RIFY GHA1�C��5 WITH � °' � �I � � � � o =� STRUGTURAL �NGIPlFEr'Z. � _ ; m I � �-ST�P TOP � � u � � I OF WALL I a. PLAG� SLAB OiJ GRAD� ON STRUGTURAL GOMPAGTED FILL AS %�� ��'�`�� , „ OUTLINED IN SOILS RFPORT. �'�.;�F •: :•� ��;.`� .,���U� L��;;���. �•niii��� ( �—� � �I I �-STEP TOP ���OP 10 UNLESS OTHERWtSE NOTED - �LL SLAS OA1 �RADES RRE 4" THIGK u� OF WALL I 1^IITH 6X6 W,2.1 X i�t�.l W�LDED WI� �ABRIG k � � ST�P TOP STEP TOP'� �TEP TGP { � � II PROVIDE GONTROL JOINTS OR GONSTRUGTION .�OIhfTS AS SHOWN _� I 0� y,�,L� OP POOTINC-�\ O� 1^IALL � { ON �OUNDATION PLAN MAXIMUM 51ZE O� EAGH Af?EA SHALL NOT ` � � � ` _ �XGEED �25 �T. 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Q l I 'I I ' Q i I � - - ' -- - - — � � � i - - - - `-- tV N � ry� � � � � ry � � 1- - - - -- - _ _ --_---_ - -- " "___ =____ -_ - - - __ � , . _ __ - - - -� r-_ -- _-- -- - - -- _ -- - X�'- Q i � � � X �'- --.__� ---- --- ------- � - ---- - ---- - - - - - -- -- --- BE l' t`I� 3,�2X1 AT STONE B� N d � - - - - - -- - -- ► � ����i��o � � ���� ����� �� ��� � �X12 FASGIA � , ; -�T(- �'� --- -- t (2)-�Xf2 i i � r�' I (2)-il I/4" V.L. � �2)-2X12 B�NT r� ` � Revisions: �� .�'.."._ I � i , j— ' i ' i i -+"'� `ry��� � i � � ' ' � I ' i ; � � , , i , i � ,---- - - --- ---- - W - �r � ' � � Z i ; � ' _ Ff2aG�S8 5-19-91 --- ---- -- - ----- ---- - - - -� --- - � I F'r�le.cS., 6-26-9� � -�- - - --- - - --�- -- , 2X1� AT I'-4" � �^ a , � - -;--�- --i--,- - -a ------ -- � -- - ' • ' z � ! � � � ; � F20C�c�SS �-22-91 � ry SLOP� U , , � , i ry ; �'�CKs���S 8-�-9�i ATI12'-4" ; N R�� ARGH Q i , SLOPE � ' � j Z -. 2X1� � ( �, R�• A R G F i I T E G T i O , � 4/ F'��d`'fIT 5�� S-F3-9� . i � AT I'-4" J � -- - �p --- - - , -I- --I - �- �-�"" I , � �C��� ��',��'i f 1�1� �1� ��l�l � I � � �� ` W � I/4" = 1'-O" ,, ' BLOGK BETL���N I --- - - - - - '----- - - � � JO i ST ABOYE "- - � ts' i WALL. TYP. � � X (2)-II 114" V.L. b `� ' � � �.00� Fi�,4i�IIN� �loTES: � _1�L � ; � ��' , i I. RDOF SFi�ATHIh(C-� �/8" (4&/24 SPAh( RA71NG). STAGGER PAN�L E1�tV JOINTS �� �i �XI� FASGIA � z �,+ � AND i=ASTEN WITH IOd NAILS AT 6" MAXIMUM ALL ED6E5 AND i'-O" MAXIMUM �� (V ! I OTHER StJPPORTS (S�E ROOF DIAPHRAGM NAIL.IhIC� SGHEDULE SH�ET SI O) I� i; ,- _I x � W —� ���-2x�2 � � 2 R�: P.RGHITEGT �OR ROOF SLOPES AMD B�ARING PLATE HEIGHTS � ry i 1-----FI ' NOT NOTED rt--- -- ' > i�, li � � i , � � � 2x�2 '� � I � � N I ; I i i , �i � � AT 2-O �- �+ I 3 ALL HEADERS SFiALL BE (3)-�XIO UNLE55 OTHERWISE htOT�D. ALL , ' ; ' �� HEAD�RS SHALL BE BUILT DUT TO S i/2" OR 3 I/2" WIDTH B'Y ADDING ��I '�� .._ _ ' � � ' i o� ..�_�t..,f-+ G�,�.wG w G .-t�G,l��.'�a- '� f ; � � �4)-�:{6� i;�' ' ;� , ' 4. ALL HEADERS LONG�R THAN 6'-O" SHALL R�QUIRE TWO TRIM ;�� ; I; � STUDS AND TWO KING 5TUD5 EAGH SID� , , , �- (�)-i I I/4" �/L. � � '� 2X12 AT 1'-4" � , 5. ALL J0157 HANGE25 SHALL BE SIMPSpN LUP, 1^1P OR L55U 71'P� i��� � I' - ----- �-- -- - � � - --- -- -- -- -- - - - -- -, I -- - --- ----- -- --- -, I ,- -_ , UNLESS �THERWiSE r10TED. ,i, �; ---- -- -- - - -- - -- - - , '� �; i �X12 AT I'-4" 6. ALL �EAM TO GOLUMN GONNEGTIONS, BOTH TOP AT�tD HOTTOM � � ' ' j ! SHALL USE SIMPSON PLATE GONNEGTORS UNLESS NOT�D � OTNERWIS� ON D�TAILS. � -- - --�;- __-`' 2 �I F- � ' z ? ALL EXTErZIDR WALLS SHALL HAVE C,pNTIh,U0U5 STLJDS FROM - - , ' S4� � b W � E � ' �� - tT� -- - - � ; �LOOR TO ROOF (INGLUDINC� RAKE WALLS) a ' �' - � _- . ---, � � 54 O � � � i � � 8 7UD5 BELOW.�GATEp TRUSSES SHALL F3E ALIGrl�D WITN I�IALL � t��.�.��,nr..,, � � �ALD �'�., � � � �`��-�x6-� � � � �• •,TE°•.f�j��,, � � � - � 4 ( ) INDIGATES TOP OF ROO� BEAM OR TOP OF PLATE NElGHT. � '` . � �FO';�G�� � (2)2X12 . � . � r � � �o f0 S�E 5i-i�ET 51 O POR ��hI�RAL t�IOT�S . � ' , , I � � �. � , (I)-II I/4" YL ; � N ' il RE A�ZGHlTEG7 �OR GHIMNEY 51ZE5 AND LOGATIONS NOT NO'T�D ON STRUGTUF2AL PLANS �� � � � � X � \2• �` 4 N � ' ' --_ _ ' ' ^ I�. O�/ER �RAMING SHALL B� � X 10 MINIMUM AT�(D SHALL B� FOST�D � � � c��'+`�: � i ;� �� � � � (V DOWN TO MAIN TRU55�5 ON A 6RID N07 TO E�:G��D �'-O" X 2'-0" � �'�,� ` :::••'���;•`� � � ' I ' �I-� a ., V �. t i �-- � ,� �'\�' �a-J � -2XI2 i � �i���r C�,``��� � � ' 'i ; ; ' �, 13. ALL GOLl,MNS SHALL !3E (3)-2X6 UNLE55 OTHERWISE NOTED. � �-- - -- -- - - ( � - - - - - - - - � , - ---- -— - - - --- - - -- - -- - _-; l�y -1-� _, , t .,....�,P��.,.,.�! , � �I , � 14 LL F;OOf= JOIST 2X1� AT �'-O" UNLESS OT ERWISE NOT�D ���----- - - -- - � � , -- - - - , - - - - -- � -- --- -- - ---- ---- - ' - --2X1:? _ _ --- �XI � - - - --- - -- -- - - - ---- -- - - -- Date• � - --- - AT 2'-O" - - - --i-- , - - - - r �s,'T �'-O�� - ,.,.� , , � � -- --- I Project No: 3616A � �' � , � Dra`rn by: Checked by: CC . . , �� � Sheet Of E o � w C! 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