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VERfFY ALL pIEWENSIONS, coNair�oNS, AND u-ri �,i�r� �acaT�oNS �RSO� ro �E�irv��� ANY [�'`� IN,! e H ITECT '�' �y�f�; wrN � M e � A w� � � � � � �"Y:i3+4'Y�r wo�K o� o�ca���NG ANY MA-r�Re��.s, NC7TIFY ARCHITECT OF ANY CUNFLICTS OR A0 , l T{� P �► PH IC Sl1 RVEY I -- 24 - O ,. � DISCREP�0.NCIE5IN 1'HE C}�CI�MENTS EMMEpIATELY. I T" 1° I N /�eL E51 1° I L � E . . E CHITE�TS P. . LAIV SCAPE C �VEF� SHEET a � ,i ��, "`��s`°"i x � �� � �t. 3. AREAS Q� CONFLICTS C7R L� ISCREPANCIES MUST BE FUI.LY RESC)LVED WITH WRITTEN S � S T F T" E . S IT 2 I b L- 1 SITE C`aRA� I PLAIV 1 " = 1 � ' - Q " �y� ��� � . S�,w;S ��i`�i�'+ m'+-:-_ APPEtpVAL FROM THE ARCHOT�CTS BEFQRE COIVSTRUC71G�1 CONTINtJES IN THE56 PARTICULAR Canstructi � r� Type : V IL, I b57 L- 2 LA SC PE P IV l " =� 1 ' - O " � ���_�,. �RE�. 7 �77. 2 go �� 3 a �� i � � 1 � � = 10 , _ 0 „ ������+���:. m s . e+^^'.�"�'M.7`�G±Y �. PLAf� D1M�P�5IQNS AftE TC7 �AC� C)� STUf�, CENTERI.I �JE OF STEEL, TIMBER, s�ru� co�ur�r�s, o� �YP � �- � � � �"� �� d FaC, 97� .477.29b5 L- 4 SfTE MA�' ERIALS VAR1 E � �� ��' :������. FACE OF CC�NCRETE UNLESS OTHERWISE NOTED. SECTfON ANd ELEYATIUN b{MEl�ISIQNS ARE � � e studio khwebb . com L- 5 SECTI / A� L, L DE�fAI LS VARIES TO TOP (�F CONCi�ETE, TOP OF PLYWCjQD, OR TC7P UF WALL PLATES 4R BEAMS UNLESS CCU � I� C � I � �,SIf IC � � ICI � ; ; OTHERWISE NOTE�. T T'Se L- 6 DET"AI LS V A R 1 E � � T`YP IV . 3 YLE . E / ,�T E IE L- 7 ENLA � E S/ C� ETAILS VA IES 5 , PROVIDE ALL t�lECES5ARY BI.00KING IN STUC� WAl.LS ANp C�ILINGS. LOCATIONS INCLUDE BUTAftE NdT UMIVED TC} CEILINGA(�ID WALL MOUNTED FIXTURES, TOfLETS, TOI.lE1" S � par� tions ; � EI�IER.AL CC� lVTRACTCJR L� � EN LARGED PLANS/ DE�I'AILS VI�IFZ � � S ACCESSORIES, CABINETRY, G4UN`fERTUP5, SHELVES, CLOSE'1' I�Up5 AhID FALSE B�AMS. 6. REF�R TO FLOOR PLANS FOR 1�OC7R LOCATI(aNS. REFER TO C}C�OR SCHEDULE �OR DOOR �" � � r ` � �a g �' es � d � � � � � �P��� 1 � ur � e � h . / esider� � � ) � FF� �� C STRUC�' I A2 . 4 AIN LEVEL FL.�OR PLAiV l /4 " = 3 ' _ 0 " 7. REF�R TO FLOOR PLANS FOR WINDt�W LOCATION5. REFER TO WlNpOW SCHEbULE FUR � A2 . 1 UPPER LEVEL FLOC} R PL.AN 1 /4 " = 1 ' - Q " WINCI4WTYPES. V IL, I b5 � �e� . 2 MAlfel LE!lEL� GARAC'aE ) 1 �4 " = 1 ' _ C1 " P . 970e�45 . 5654 � 8. COOR�INATE AI.L EI�ECTRI�AL ANt7 MECHANiCAL FIXTURES TO FIT WETHIN C�ILING FI.Ot�R � � T��TS� A2 . 2a LiWE 1� VEL PLA S �'/� " -= 1. ' - 0 ° ' � � ± AND WALL SPACES. VERIFY WITH ARCWI"fECT WHEN DIVERTING FRCJM DRAWINGS. AZ , 3 ROaF P lI $ -- 1 - 4 � I ILLETTE ; ° � o 9. I!V TH � EVENT THAT ADDITfONAL DETAILS 4R GUk!]ANCE IS N �EDED BY THE CC1N?'RACTUR i • a f� �o� caNSTauc�rioN o� a,rv� asp�c-r o� -r�� ��o, �cr, -r��� sH�.�.�. ir�M �a�A~r��.�r r�oYi�Y �-H � � A2 . 5 E LEC . S 11�' E L N l " -= 14 ` - 0 " � �. � AtiChIITECT. FA{LiJRE TC7 GIVE I (1 C�AY NC�'fICE 7C7 ARCM [TEC'C 5HALL N4'T' CC)NSTITUTE A DELAY a' � IN �"HE PROJECT. L SCAPE C ITECT � � � �3 . 0 ELEV TI 1f4 �' = 1 � _ a �� � � � 10. THE (a�NEItAL CC�NTRA�TC7R SFiAI,I» BE ftESPC3N5161.E FOR SATI5FYfNC; ALL APPLICABLE CODES 1a13 . �. � LEi/ATI S 1 /4 � B °�°° �, � - � ' o AP�1D OBTA9NIh1G ALL P�RMITS AN � R�QUIRED APPROVALS. THIS PRC}JEt;T !S GOVERENEC7 BY THE L L�4, A T 1' 1 , I ' ---� � UPJlFORM �UILDING CODE 1997 EDITEC3N. CC}MPLIANCE IS NiANDA7QRY. TWE CC�NSTRUC"flON �C 225 '' 0 A3 . 2 ELEV°ATl 1 /4 " = 1 ' WO " ' � ` °°' DGCUM6Nl°S SHALI. NOT PERMIT WQRK TMAT pOES NC7T Ct�NFORM TC? ALL RE�.EVA,N'C CODES G LE, C I b3 I ..J � � INCLUC�ING IN UBC AIVD ALL LOCAL AND REGIONAL CO[�ES. H . 7 . 376 . 2 77 A4 , Q SECT � 1 /4 " = 1 " - " � I l , THE GENERAL CONTRACT(7E� AND 5UBCC7NTEtACTC1RS SHALL FI �E.D CQORDlNATE ANp �� �'�'A�"�"�, �� . 1 SE �T' f (� IVS �. �'� � � = �. o - � � � �„ OBTAIN APPROVALS FRCaM 1"HE ARCHITECTlENGlNEER BEFOR� ANY CUT�'ING, NOTCHING, OR A4 . 2 SEC�TIO �VJ �. '� � � = 1 � ° O � � DRILLING OF ANl° CAS"f-BN-PLACE CC3NCR�i'E, s�rauc-r�u��. �R�� i��, o� A�rY orw� �R IS'T � SS STRUCTU�YAL ELEf'� ENTS WHICH MAY AFFECT TME STRUCTURAL ENTREGRETY OF THE A� tl 3 S � �YI S 1/4 n �, � c _ n con�srRUC-r�or�. �T' U T�.,4 L ENGII°�iEER A.4 . 4 DETAIL.S `/AF� IES 12. THE GENERAL C{JNTRACTUft 5HA�L VERFIY ALL EXISTING GRA1� E5 AND SCALE OUT "fHE A� . 5 1� ETAI LS VA I E5 � BUILDING FO�TPRINT FOR {�WN�R AND ARCHITECT APPROVAL PRi(�R TO BEGlNiNG ANY SIT� �� ['�. ���„� L � ESI �7 S �.�� � �, � 9 WO��. X 249 A5eV Mtlw � D / � fi� e aR SCNEDULE TS i �, 7HE OWNER FiAS BEEN ApVISEQ THAT DuE Tt3 #�ARSH WINTER CC3NDITIONS, aoo� & a�c�c V , � � I 620 A5 , 1 � � R S C H E G U LE TS SURFACES MUST BE P"iAINTAON�,f� REASC7NABLE FREE OF ICE & 5NC7W TC? ENSUftE MINIMAL P . 97 . 949 . 7 I OQ PIiOBLEMS WITH THESE SURFACES. 74 . 949. 3 � 77 E 1 . U AI LEVE L E L CCTRI CAL PLAN �/4 " = 1 ' - O " i F X. � �. su�sTe-rurio�vs o� °��Qu�,��� PRO�?UCTS WILL B� ACC£PTA�LE W1TH ARCHITECT�s w�irr�N T ��5 : APPROVAL. � �. . 1 UPPER L VEL ELECTF� ICAL PLAIV �/4 '° = l ' - O " J � FF LE � NAR � E1 . 2 LO E LE�JEL/ NIAI �[ GAR . ELEC . PLAN �/4 " = 1 ' - U " � t5. ET IS THE 1NT�N1' AND MEANING OF TMESE pQCUMEN7S THAT THE G�NECiAL CUNTRACTOR � �,, . 3 MAI LEV L V1dER PLAN �/4 " ' = l ' - Q " Ai�ID EACFi SUBCON7R,ACTUR PFtOVCD� ALL LABC3R, M��r�����.s �rRa,NS�oR-rarGaN, su���i �s, �c� uiPM��vT, ETC. TO C3BTAIN A Ct� MPLETE JOB WITHIN '�H� R�CtJGNfZED STANC�ARp5 t7F TH� I T` E IC) �R DE51GfVER E1 . 4 U PPE LEVE �. P E � P N �/4 " =- l ' - 0 " ' � NausTR�. E1 . 5 LQ E LEVELI AI GAR . P4WER PLAN �/4 " - l ' - ' ° i b. ALL CtJNSTRUCTION 15 TC7 FIT WITHIN TNE BUIL[71NG ENVEL.{aPE AfVD10R OUT5IDE E tJLT ASS C. , I . PROJ � CT : 241b SETBACKS WlTHOUT CREA"�IfVG �ASEf�iENTS. NOTIFY ARCHITECI" IMM �l�IATELY C1F ANY � 2b71 51 . Q ST 11 CTU L- G E E RAL N C�TES VA l ES ' D ft A W N B Y : N � DISCREPANCIES. i � p �, I � � JT u �TU � �.- � � � d�� l �} � PL�Q 1�4ar � � E _ o � ' ' D A T E ; ,, � � / ""�. 17. THEGENERALCOlV7RACTURSHALLFlELDVERIFYTHELC3CATIONS pFALLEXIST'ENG . 7 . 92 . '�3I I � � SITI�aUCTU AL° MAI FLOOR FRA I G �/4t� -``' �, ' - U � I UTILITfES. ALL UTILITI �S SHAI.�. BE 1.t�CATED TQ MfNIMIZE EXCAVATION AND VEGE�'ATIdN P 974 39 33 �6 IMPACTSTOTH� SITE. • " . 54 ST � UCTl,1 L- I�.IPPER FL� UR FRAMING 1/4 '" = 1 ' _ ° ' R E V ! S I 0 N S : T �TS: S5 STRUCTU AL- tJ PPE � R 4F FRAM I NG �-��. " = l ' _ 0 " FINAL DRB SUBMi1T�l 03 . � �.2005 ���� . 18. THE GENEF�AL COhJTRACTC7R SHALL MlhlIMIZE THE LIMITS E�F EXCAVATIOIW AND TAKE � REV.'D FINA� pR6 SUBMITFAL -�-�, � E � ULT ADEQUA'TE MEA5UR�5 70 PRC71"ECT AL.L VEGE7ATION BEYUND THE LIMITS OF EXCAVATIUN. ALL , S6 STRIJ �TU L.- U EST I N G FQU N D . �-/� " - 1 ' - " p4 p � 2pp� AREAS OF [315TURBANCE SHAL.L BE RE-VEGETATE� 7'O BLEND WITN THE NUN-DISTl1RBED � 7 5T UCTU AL.- U E5T° VI( I NG F ��4M I NG �/q, " -= 1 ' - " REU'D FINAI DRB SUBMITfA�/ ��` �.A� ascAP� ExcAV�rio� . AL� AR�AS o� c►is�ruRaANC� s�A�� �� ��-v�� �TA�-�� �-o a�.�N� BUILDING PERMiT 06 . 16 .2005 ` wi�-rr -�� � Norv-ais-ruRB� n �..Ar��scA��. SS ST' UCTU L- E�"AI L5 VAF$ I � S � REV'D BlllLDING �ERMIT 07 .28 . 2005 , : B 9. THE S41LS REFORT IS AYAiLA�L� FROM {�WN�R'S SOILS E�JGINEER. � 9 �TF� UCT � L�° ETAI L.S VARI ES ' � l0 ST U ��TU AL- ETAI LS V�1 �$ IES REV`D PERMIT/CONSTRUCtION SET � � �� � 09.08 .2005 20. �ENERAL CUNTP,ACTC)R SHALI. VERIFY ALL SI7E C7EVELCIPMENT WITH LANC)SCAPE S �. �. 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WI11-1 �M� p1.�11N� I � JOYN1'S �___ � � � � � �=� � � � � � � �=n � n � �'� C� � � � � -� � � � � � � � � n � � ., ' � � � � � � � �� � � � �� � � � � � � u, � , � � �� � � � ��� ��� .�• r' a � ,'� '%'� `°"�� I II ll III III III III ill= � �_ � II II '-Ii II I , II Iii i�i'" � ' i ii iii in in ��� �r � 1- ii ii -ii n i -�� i � - ' � ni ii �-iii iii ii�-ii ii ii;_ii n ,ii:-ii ii � iii.ii iii ii�=ii n ii .=ii �ui ;iii-= n n i'-=ii � n n ii 'ii7ii � iiii iii i '� i � n� i , ii_li� UNn151�1p6� n I3�f? �Op p00'I' �ALI. ,�°Tm , ---- n ii _ ii ii i - i � iii_n � � � � ����- � � � u � � � �-� � u n ,-� � � � � � �_� � � � � �-� � � � � � � � _�� � � � � � � � � � � � � � � � -�� u n -� n � n � � � � � � � � � �_ ii ii � �ii � ii iii-ii� ii ii ii ii ii :-ii ii � iii- iii iii-ii ii ii ,ii ui iii n ii i -ii ii ii ii ii i . i i � i i ii � iii-ni iii ni-n u � iii-ii n � �� n � n iii-iii iii iTi iii n ii� ii ii ii , i n-ii ii ii Ti iu ni Ti n � i.i � II � � II � � II� � ' ll� � ,, IIIllllll � ll 'IIII �III�II � � II ,� � �lil�lllll � I� I ' � �111 � II� IIIIII �_Illll � lill � �ll �lll�llll � �llll � llll �, u � IIII �-�II �III � III � IIiIII � III� � III � IT_I � II � II� � � I I . I I � , I I , 11-1�1 I I I ;11 �=JL I I �, I I �;LI I I � l i-� l � I I, ,111-111 I I I I I '-11 I I I I I I__ I I I I -11-11 i I I ' 111,=11 I I 1-=1 1 i � � 6 CFZEE �C STEPS IIAE �T �C1lJLDE1� i�ET�4ININCa � PAVERS WITBi PLAN1'INC IN JOIIVTS � LANDSCAPE NOTES : � L - 6 N01- Tv `� : A �__ E � - 6 NOT � 0 SCALE 1 . Landscape Contractor shall receive site a4 approximately final grade. 2. Shrub beds : Reference specifications and details for planting requirements, materials, and Approx � � ' w ide x 2 ' � eep x 7 I � � ick brownstone . � oATE DESCRIPTION execution , including plant pit dimensions and backfill requirements. Shrub and ground covers are to be triangularly spaced {per plans and plant lists). Riverson 1 /S" x 4" steel edging (dark green) shall y �, y � � �j be installed to separate all beds from turf areas. �� I � � r 5-�C: p �7 W I l�t" I Irr�qUlar � Uq� S �,,L I,, Backfill all shrub pits with specified planting mix. Use 1 -2°° black parphyry pebbles (Mexican pebbles) MOU( CV� IYI ASC I IaI�I� '�JCapG' REV: to finish in specified areas. 3. Tree planting : Reference specifications and details for planting requirements, materials, and ��ve�e�� ion M ix w i�,h - boul � �rs execution , including staking methods, plant pit dimensions, and backfill requirements. Guy all trees I ,,y 4trJ �i y � b�A�+y� ����� � q �� �j�kR 3" caliper and greater, and stake all trees smaller than 4°' caliper unless machine transplanted . I IGif I-l� W II � � OWG"'r I�) IX - I,, Backfill all tree pits with specifed planting mix. GENERAL NOTES : � � � I � r �� �E� 1 . Contractor shall be familiar with all existing site conditions and underground utilities, pipes and structures. ` 4. Trees shall be located a minimum of 5' - 0" from walls , overheads, walks, edging, curbs, and Contractor shall be responsible for bodily injury and/or any cost incurred due to damage of owner's property or o C refer �,o I � c�,r i cal she�� R EV: other trees within the project. If conflicts arise between size and areas and the plans , the Contractor said utilities. Contractor shall hed dig planting pits and beds, and hand rake lawn areas as required . Contractor is ( � ' � �rea� s ' is to cont8ct the Landscape Architect for resolution . Failure to make conflicts known to the responsible for contacting utility companies pnor to any excavation . + � , `:� �� " I SSU E Landscape Architect may result in Contractor's Liability to relocate materials. , �'�r �I c11� ' � , oATE : SEPTEM BER 7 , 2005 2. Locate and verify condition of utilities priorta any excava6on . Extreme care shall be exercised in excavating , ,1 , � ` � __.., ��\ DRAWN : REVIEWED : and workin near existin utilities. \� 5. All plant material shall be approved by fhe Landscape Architect prior to installation . Final location g 9 ' ' ' S � h ( �� �� of sll plant material shall be subject to the approval of the Landscape Architect. Contractor shall � � � � � . `� � � �, � �- � � �. 3. Any conflicting information shall be brought ta the attention of the Landscape Architect or the Landscape � +, 1, 1 �� �l � � r �� � � i� c ,� -Z I f T � J I � : notify the Landscape Architect 48 hours prior to commencemenet of work to coordinate project Architect shall assume the Contractor has incorporated the costliest item. � , . i� �� ��� � ��� ? �� � � If1SpECt10(1 SChBC�U��S. �,�� �� 1 , , � � � � �� � �Q �_ � � � �� �`v��l%� � S � � C� V E I�I �� r I ��✓ ;: 4. Do not willfully proceed with construction of design when unknown obstructions and/or grade differences exist ` �'�" � � , � Q � ' � � i � Gle ��i I_ � on S .� bdivision 6 . Lawn installation : Prior to application of sod , Contractor shall scarify existing soil to the specified that may not have been known during design. Such conditions shall be immediately brought to the attention of the � �' +� � ; ' y . ress with '/i' to 1 " bank sand and remove all lumps, Clods, tfash, and sticks greater Landscape Architect. The Contractor shall assume full responsibility for all necessary revisions due to failure to , O 'v1� rl C= f `� L � ' depths, final d � � � than 1 " . Spray recommended mixture of IMAGE and ROUND-UP pre-emergent herbicide for � give such notification . ����,�� , G ; 1 �� � �� revention of Nut rass and weed rowth 2 weeks prior 40 lawn application. Fine grade to provide �:��. ' F. �� � � E� �� O U ri t �/ �, O � J !'� G �� J p g 9 ry p 5. Contractor shall be responsible for caordination with his subcontractors to accomplish his scope of wark. y positive drainage and smooth lawn areas . Contractor shall cut swales as necessa to revent ponding of water. Finished grade of lawn and planting bed areas to be a minimum of '/s" below Contractor shall coordinate construction with other trades werking on the site simultaneously. '1' finished rade of ad'acent avements. 6 . Contractor shall notify Landscape Architect 48 hours prior to commencement of work to coordinate project � `G4 � Ov� rl C� f 5 " _ p5 � I I m � � � r- _ _ , r �- 9 J c�, PROJECT NUM : (� ,� � U � � � 7. Irrigation : Contractor shall provide Landscape Architect with a ledgible "as builY' drawing of inspections schedules. � approved irrigation system . Landscape P.rchitect to approve irrigation design prior to installation. ' n � I�, ,�, ^ 7. Contractor is responsible for locating and protecting existing irrigation and landscape on siYe from any damage. I Y IOUY��a II�I A "�Jf I �7�YI Ci S� pp II�IG) SWI�)C: paVC:I�S � Contractor must contact Landscape Architect to set up approval meeting Contractor shall notify Landscape Architect on any conflicts immediately. Any existing tree damaged by construction shall be replaced at the Contractor's expense with equally sized , undamaged materials approved by �ja{� (� � �je'� W �"� � " join�s w i� �opso il / eompos� m ix 8. Maintenance : Maintain lawn areas , including watering , mowing, rolling, weeding , and application the Landscape Architect. of appropriate insecticides, herbicides, fungicides, and reseeding , plugging, or sodding per plan until D E T A I � � a full and uniform stand of specified grass is established . Mow lawns once growth has reached 3" in 8. The requirements af the AIA (A201 ) "General Conditions of the Contract°' shall apply to all work of this project � LAN �'I NG 5 I N �AU� � J01 N�5 C � � � height. Ctip to 2'° in height. Mow weekly to maintain the 2" height until final acceptance, repair, with the same force and effect as though repeated in full herein. 7 ,F�., regrade, and/or ressed washed-out or bare areas. `.; 9. Contractor shall furnish all labor, materials, equipment, and services necessary to provide all work, complete in L - 6 9. Acceptance : Inspection to determine acceptance will be made by the Owner upon Contractor's place as shown and specified. request. Lawns shall be considered acceptable when ftally established grass cover exceeds 95 % of � p_ All materials shall be of standard, approved and first rade qualit and shall be in rime condition when 6 �OI� LDER STEPS TO CREEK lawn area and no bare spots greater than 2 square feet exist. Lawn areas nat meeting this criteria 9 Y P SHEET NUMBER : shell be repaired with original material/methods speCified . Pr'ovide regrading as neCessary. installed and accepted . Any commercially processed or packaged material shall be delivered to the site in the �- ¢ r� ;? ; r (; � (; ;� L [ original unopened packaging bearing the manufacturer's guaranteed analysis. Contractor shall supply the Landscape Architect with a sample of all supplied materials accompanied by the analytical data from an approved � � 10 . See Detail Sheet for Planting speCifications and Seed mixes. laboratory source illustrating complia�ce or bearing the manufacturer's guaranteed analysis. . ,� �� l A �� �C� \ � COLUr2AD0 LAN[� AftT STUDIO INC. , 2004 , , � � �� , ,J O ;�% � � �� �, _....�... ______m_e _ � ,. __m ��, �;� ti ; , .; , � w . . . ` k • � i � �� � .: : e < '. . w . -�� � :. . : :�. � . °:: . � � ��` ;: .. . ;�.. �. . ,:. : . �`` � . . / � �� � ��� � �� �� a t ' '. . , -�'. \ �'; �'. : , . � � �i : i i ''. 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FLR. l.EA5T 72 CFM{MECH ., FUTURE S70R , , _..-- ---.._. � _.___ _ ... ..... .. ._ - -.----------- • � V iC � � UTURE TV, GYM , STpF,AGE, WINE) � � ��v. so� �. ��4t� � STOFt . � �- __-- -- ._. �. � FIiV . FLR. N Co3��� � 1 � � , lp '_ 10��� � e `��.: � ��� R � ,� � �._. ._ _ _� � . 9 a ; r. �s � �. -o�� °N E,45T m � �aovio� 5��� GYP. > ,� � �' ��ovia� cs 113 HALLWAY = $o�aa� urva�� s,-aaR � .� ,,n aa i`" ACCE5S pE30R _. _ . _..._._._..._._._.__..._ �.- ----------------- -- - � -----...__. � ,a,,,► , _ _ ----_ _..__..... ___._ ._...._.._ .. .._ ... . _._.. ._. .._. ; � �URR OUT �. C� !�. � CO ......._.. ....�. .AN RAI _ _.... _- - --- -= FURR OUT r„ � Q � �. � _s � � ; wp�.�. eu� �-r-i�v �, S AI RS w��.�. a.-� 2 , .��•°, . � ' __---- --- ___�_.. .._...___._ .� ..�------------- ...._.... _ ..._..._.... _...._ ___ __ SHE�VES � � 17 R. 'S 7 . 5 " o � A-4. 3 ' ' "" CRAWL SPACE �. 16 T, 'S 1 ` 0" a7u � I.ESS THAN 5 �_0" +°, ••p` ..._r N � � € FUT� E �J�►4E ! � crUiu��%..� -_ ' � ` i � �-- � EIV . �VC7T' ES : wir� � _ _ _ __ �" _ �_ _ . a. n � � �� �Y� �� i �/.M.� uN . � `.v 'W. Lti'# r�$ . . . .... ..r..»...._ ....._... ... . 1 � r.�' ... W 1 . FLOqR- STAiNED CE3NCRETE --- --- --_._ -------- - i ct ,�N EXCEPT AT GYM & LAUNDRY __ a' c� ,� AREA, GYM FI.QORIIVG ' , - 'iN � � *-+ ° 2 . CEILtNG - A�pUSTICAL TIL,E AT ALL � � IN-TAKE( MAIN LEVEL) FOR � "FUTURE" SPACES , bRYWALLAT � � VEN7ILATION @ CRAWLSPACE LAUNDRY, HALLWAY, STORAG � & i �-= =-- � '-�;� ' � � ��, WINE I 1...�iu QR ,,..+ 3 . WALLS- [�RYWALL & TAPE A7 Ai.L �" _ -� -' _ _. . FUTURE SPACES ; DRYWALL W/ e , ,- ._ •`� _ l .. _ � :,� ; ia !, LIGHT TROWEI. 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DURA-SUPRE � , _ �n3�� V�NTII.ATION Q CRAWLSPACE GYM ARIEA �` - ._� �. . = CABINETS ; � R a 1 � c � : I� BG �� ___ ._. ,__ ;. ... ____ ... . __ ,_..__.____ _., . _ ._. .__ '- -- =--- - - � _ � � „ � . /'� � � RAWN 8Y : NB ; - 8 ��� - - STQR .-- -- - � ��v. ansa� �-a Q_ �`_ __����tr�� � 104 F��. ��.R. � o �x�aus °� — � a A T E : Q3. i4 ,Z005 � .� _.. j r � : �,/"� - ` FdR DR P. � �__ ; �� ------ . _ � W. � ' c�taw�. s�ac� g �� 3��� .. __- �-����� .�.---: _ _._:5� � _._ _. _ 4 ....... _. __ : ; ; � E V I S I 0 N S : LESS THAN 5`-q° h � _.,.. ..._.. ...._.. __ �. . . ._.._.. ....._„....-.._ + ' ��: hfl � � . \.�,. �.Aa � �� '3 F.�usT+-�!� }� . <:.YI.�4'. _ . -- - --- � F{NAl DRB SUBMI1TAl 03 . � � .2ao� � � -- - - -- ' -- - .._.. J � — -- �� REV. ' D FINAL DRB SIJBMITTAI ' 04.O1 . 2005 � - REU`D FINA�. 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SIDES PASSAGE � 7. 7. 0 FUTURE TV/EN 2 D02 3 ' - 0 " x 7' ' -0 " 3 ' - 2 " x 7 ' - 1 ° 1 - 3/4 " BIRCH LH ASI - MIKADO/WPM05418/ DUAL SIDES LC3CK-SET � � � 103 LAUNDRY 3 D02 3 ' - 0 " x 7 ' - 0 " 3 ' - 2 " x 7 ' - 1 '" ]. -3 /4 " BIRCH LH ASI - MIKADO/WPM05018/ DUA� SIDES PASSAGE _ ; ° � I04 STORAGE 4 D02 2 ' - 6 " x 7 ' - 0 " 2 ' -8 " x T - 1 " 1 - 3 /4 " BIRCH RH ASI - MIKADO/WPM05018/ DUAL SIDES � PASSAGE _ __ _. � � 105 WINE 5 D02 3 ' - 0 " x 7 ' - (} " 3 ' - 2 " x 7 ' - 1 " 1 - 3 /4 " BIRCH RH GLASS LUCK- SET -•�Z o � 111 fUTURE GAME 6 D02 3 ' - 0 " x 7 ' - 0 " 3 ' - 2 " x 7 ' - 1 " 1 - 3/4 " BIRCH LH ASI - M1KAD0/WPMC? 5018J DUAL SIDES L4CK- SET ,;; � 113 STORAGE 7 DU2 3 ' - 0 " x 7 ` - � " 3 ' - 2 " x 7 " - 1 " 1 - 3/4 " BIRCH LH ASI - MIKADO/WPMOS018/ D �AL SIDES LOCK-SET � � 114 STORAGE 7a D02 3 ' - 0 " x 7 ` -0 " 3 ' - 2 " x 7 ' - ]. " 1 - 3 /4 " METAL RH NONE LOCK-SET 1 - HR RATED ; INSULATED DOOR W/ SELF-CLOSER 115 MECH . 8 D01 3 ' -0 " x 7 ` -0 " 3 ' - � " x 7 ' - 1 " 1. - 3/4 " METAL RH NONE LOCK-SET 1 - HR RAT � D ; INSULATED DOOR W/ SE �F-CLOSER MAIN LEVEL -� � 207 PANTRY 9 D03 C04Rp , W/ R . O , 3 ' - 2 " x 8 ' - 1 " l - 3/4 " BIRCH ASI - MIKAD4/WPM4S018/ DUAL SIDES PASSAGE POCKET DOOR , FINISHED UPENING = 3 ' - 0 " x 8 ' -0 " �'' 209 POWDER 10 D (� 3 2 ' _f " x 8 ' -0 " 3 ' - $ " x $ ' - 1 " 1 - 3/4 " BIRCH � H AS1 - MIKAD �/WPM (� 5018/ DUAL SIDES PRIVACY � � ��'f 2I. 0 STORAGE 11 p43 3 ' - 2 - " x 8 ' �0 " 3 ' - �./2 " x 7 ' - 11 " 1 - 3/4 " BIRCH ASI - MIKADO/WPMOS018/ DUAL SIDES PASSAGE BARN d44R WITH CONCEALED CLG . MTD . TRACK _ .,,_ � 11 JILL ' S OFFIC � 12 D03 3 ' -0 " x 7 ' -0 " 3 ' - 2 " x 7 ' - 1 "' 1 - 3/4 " � R H RH ASI - MIKAD4IWPMUS0181 DUAL SIDES PA55AGE DUTCH DOOR .� � 212 MUD RM � 13 D03 COORD . W/ R . � . 3 ' - GEE x 7 ' - �. " 1 - 3/4 " BIR H ASI - MIKAD �/WpM05018/ DUAL S { DES PASSAGE PC?CKET DUOR, FINISHED OPEN # NG = 3 ' - 0 " x 7 ' - 4 " w 213 DOG RM . 14 � Q5 C40RD . WJ R . O . 2 ' - 6 " x $ ' - �. '" 1 - 3/4 " � R� H VERT. BATTON _ PASSAGE POCKET DOC} R , � INISHED OPENING = 2 ` -4 " x $ ' -p ° „ � i u 1 es i tl � u u ' � �' 215 TRASH 15 D05 2 � - � '� x 8 ' -011 ,2 � - 8 �� x 8 � - lI ' 1 - 3/4 '� BIRCH _. �-H VERT. BATTON PASSAGE ; 2 �. 5 TRASH � s D44 � _ 6 X g � p X 2 5 - 2 x 8 - 1 1 - 3/4 BIRCH RT . PRIM NONE � � PASSAGE � 20 MIN . RATED DOUBLE DQOR i � I II 1 li I il t 11 11 i � �..i 220 EAST HALLWA 17 4 -6 x 8 -0 4 �8 x S - 1 1 - 3/4 VFY LH VFY WJ INT. DESIGNER PASSAGE SPECIAL OVERSIZED D04R- VFY . W/ INT . pES1GNER ; ; �- 222 MASTER BDRM y8 D43 3 ' - � � " x 'rp " 3 ' - ]./2 " x 7 ' - �. 1, " 1 - 3l4 " BIRCH ASI - I�IIKADO/WPMUS418/ DUAL SID � S PRIVACY BARN DOOR WITH CONCEAL.ED C �G . MTD . TRACK, VFY . PR{VACY FUNC . � o 222 MASTER BDRM �. 9 DC} 3 5 ' - 6 " x 8 ' -0 " 5 ' - 4 " x 7 ' - 11 "' 1 - 3 /4 " WENGE Y A51 - MIKADO/WPM � S018/ DUAL SIQES � PRIVACY BARN DOOR WITH CONCEALED CLG . MTD . TRACK, VFY . PRIVACY FUNC . 225 W . C . 20 D03 2 ' - � " x 8 " -4 " 2 ' - 2 " x 8 ' - 1 " 1 - 3 /4 " WENGE RH ASI - MlKAD4/WPM �54 �. 8/ DUAI. SIDES PRIVACY 227 QF � ICE 21 D43 3 ' - 6 " x 8 ' -0 " 3 ' -4 " x 7 ' - 11 " 1 - 3/4 `" BIRCH ASI - MIKADO/WPM05018/ DUAL SIDES PRlVACY BARN DOOR WITH CUNCEALED CLG . MTD . TRACK, VFY. PRiVACY FUNC . _ � — � � � � ' " ' " ' " " RH ASI - MIKADO/WPM45018/ DUAL SIDES PASSAGE ' 228 W . I . 0 2 � D03 2 - 0 x 8 -0 2 - 2 x 8 - 1 1 - 3/4 BIR H _ ___ 229 FUT . BATH 23 D02 2 ' - 0 " x 7 ' -0 " 2 ' - 2 " x 7 ' - 1 " 1 - 3/4 " BIR H LH ASI - MIKADOrWPMOS018/ DUAL SIDES PRIVACY 217 GARAGE 4Q �� 4 3 ' - 0 " x 7 ' -� " 3 ' � 2 " x 7 ' - 1 " 1 - 3/4 " g � �{� H LH VERT. BATTUN PASSAGE 20 MIN , RATED D40R UPPER LEVEL 341 KID ' S RM . 24 D05 3 ' - 4 " X 8 ' - (} " 3 ` - 2 " x 8 ' - 1 " 1 - 3/4 " B1RCH �- H VERT. BATT� N _�_ �_ _ PRIVACY �� __ � _ 3f33 BATH 25 D05 2 ' - 6 " X 8 ' -4 " 2 ' - 8 " x 8 ' - 1 " 1 - 3/4 " B # RCH RH VERT. BATTON _ PRIVACY _ _ 343 BATH � � C D05 2 ' - 6 " X 8 ' - (? ° 2 ' - 8 " x 8 ' - 1 " 7. � 3/4 " H RH VERT. BATTON PRIVACY 307 KiD ' S RM . 28 D05 3 ' - 0 " X $ ' - 0 " 3 ' - 2 " x 8 ' - 1 " 1 - 3/4 " BIRC [� RH VERT. BATTON PRIVACY , 309 BATH 29 D05 2 ' - 6 " X 8 ' - 4 ° 2 ' - 8 '" x 8 ' - 1, " 1 - 3/4 " BIRCH RH VERT. BATTON _ PRIVACY _ �_ 33. 5 GUEST BATH 3p DQ4 2 ' - 6 " X 7 ' - p " 2 ' - g " x 7 ' - 1, " 1 -3/4 " g � R H _ LH ,_,_ VERT. BATTON � � PRIVACY _ �314 GST . BDRM # 1. 3 �, D04 3 " _ 0 " X 7 ' -� " 3 ' - 2 " x 7 ' - 1 " 1 - 3/4 " BIRCH RH VERT. BATTON PRIVACY � 316 CLOSET 32 D04 3 ' - 0 " X 7 ' -0 " 3 ' - 2 "' x 7 ' - 1 " 1 - 3/4 " BIRCH RH VERT. BATT4N _ PASSAGE � 317 GST . BDRM # 2 33 D04 3 ' - 4 " X 7 ` -0 " 3 ' - 2 " x 7 ' - 1 " 1 - 3/4 " BIRCH RH VERT. BATTON _ PRfVACY �_ � _ 318 CLOSET 34 D04 2 ' . 6 " X 7 ' - � " X 2 5 ' - 2 " x 7 ' - 1 " 1 - 3/4 " BIR H RT . PRIM VERT. BATTON PASSAGE � 32Q TOY GARAGE 35 D04 3 � - 0 " X 7 ' - 0 " 3 ' - 2 " x 7 ' - 1 " 1 - 3/4 " BIRCH RT. VERT. BATTON PASSAGE 20 M # N . RATED DOUR '� -°v 321 TRASH ww 36 _ 2 ' - 6 " X 7 ' - 0 " X 2 5 ' - 2 " x 7 ' - I " 1 - 314 " MTL RT . PRIM EXT . SIDING � __ L� CKSET _ � � ^ �° • �� � � GARAGE DCJC� RS (� ' - • ° �� / V • -H � C • > > 217 GARAGE 37 1, 3 ' - 0 " X 9 ' -0 " VFY. VFY , MASQN . OVERHD WEATHERED COPPER PANEE.S LOCKSET � � .� v° 218 GARAGE 38 �. 2 ' - 0 " X 9 ' -0 " VFY. VfY � MASUN . �VERHD WEATHERED COPPER PANELS �OCKSET ____ /�1�/� "'� "' � 32 � TOY GARAGE 39 9 ' - 0 " X 9 ' - 0 " VFY , VFY, MA54N . �VERHD S . CEDAR C �AD BARN DOOR- SEE A3 . 2 L.QCKSET ��� � ���,,,,,� � . 1 D (� OR SCHEDULE � � }. 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GENERAL NOTES : ALFOND RESIDENCE JOB# 0104-05 2. STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR D�UGLAS FIR-LARCH . BACKFILLING PROCEDURES: CONNECTION SCHEDULE �'�,`���'� " ° ° 7�i �, o DESIGN CRITERIA: y ` � " ' � n �..` � 3 . FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE 1 . VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER . STEEL COLUMN :3EARING PLATE SCHEDULE : AO SIM PSON ITT11 .88 � f ` �` ���� f � t�°� �'� � ROOF LIVE LOAD : (SNOW LOAD} FOUNDATION WITH NOT LESS THAN 1 /2" DIAMETER STEEL BOLTS OR APPROVED . ; ` -�' �""a A N C H O R S , B O L T S S H A L L B E E M B E D D E D A T L E A S T 7" I N T O C ON CRETE OR 2 . C O N C U R R E N T B A C K F I L L I N G O F E A C H S I D E O F R E T A I N I N G W A L L S T O F I N A L S C A L E : 3/4" = 1 '-;; O B S I M P S O N A B U 6 6 n � ' a �` �`> . . .� � -ROOF PITCH LESS THEN 4: 12- 100 PSF � �; � E ,-, E� � ,, E �; ROOF LIVE LOAD : (SNOW LOADj MASONRY, AND SPACED NOT MORE THAN 4 FT APART. THERE SHALL BE A � GRADES IS REQUIRED UNLESS TEMPORARY SHORING IS INSTALLED. DO NOT � � �� � � �C SIMPSON HU412 ��, � � � -ROOF PITCH EQUAL TO OR GREATER THAN 4: 12 80 PSF MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAMING -[yPE THICKNESS PLAN VIEW ANCHORS ��` `'= f � ROOF DEAD LOAD : 15 PSF ANCHOR STRAP LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM EACH ELEMENTS ARE IN PLACE , OR ADEQUATE TEMPORARY SHORING IS INSTALLED . OD SIMPSON IUT11 `'��j ., ROOF DEAD LOAD (SOD ROOF) : 115 PSF END OF EACH PIECE . A PROPE�LY SIZED NUT AND WASHER SHALL BE E SIMPSON PC46 F � FLOOR LIVE LOAD : 40 PSF TIGHTENED ON EACH BOLT TO THE PLATE GROUT: FTG . NOT SHOWN 0 FLOOR DEAD LOAD : 25 PSF T� F� SIMPSON HU11 SKL 13° GARAGE FLOOR LIVE LOAD : 50 PSF/2000 LBS 4 . BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE OF NATURALLY 1 . GROUT BENEATH COLUMN BASE PLATES AND STEEL BEAM BEARING PLATES i � O O P�- GARAGE FLOOR DEAD LOAD : 65 PSF DURABLE OR PRESERVATIVE-TREATED LUMBER . SHALL BE NON-SHRINK, NON- METALLIC GROUT WITH A MINIMUM COMPRESSIVE � ; 0 SIMPSON LSSU210 � � o M DE CK LIVE L OA D: 100 P S F S T R E N G T H O F 2 5�0 P S L ❑ 5/8 t o (4} - 1 /2"Q f x 1 0" A. B.�s �H S I M P S O N H 5 c v � I� M 5 . WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY _ - - DECK DEAD LQAD : 15 PSF I T OI S I M P S O N L S S U 4 1 0 � � � BASIC WIND SPEED (3 SEC GUSI� : 90 MPH WALLS SHALL BEAR ON A TREATED 2x BEARING BLOCK. PROVIDE 1 /2" GENERAL REQUIREMENTS: WIND EXPOSURE B CLEARANCE AROUND END OF WOOD BEAM . PROVIL7E 2X TREATED BLOCKING 1a11 1 � ' �ia O SIMPSON WP14 0�0 � � � EACH SIDE OF BEAM AT BEARING. 1 . CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO O O SEISMIC DESIGN CATEGORY: G 1p�� r OK SIMPSON HHUS41 Q 4 Z � � IRC EDITION : 2fl03 CONSTRUCTION . DO NOT SCALE DRAWINGS . CONTACT ENGINEER IF 6. BLOCKING WITHIN FLOOR JOIST S?ACES BENEATH POSTS NdTED ON PLAN DISCREPANCIES IN DIMENSIONS ARE DISCOVERED . LO SIMPSON LU26 0- � _ � FOUNDATION DESIGN : SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE. SINGLE STUD - TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR. 2 . THE STRUCTURAL DRAWINGS DESCRIBE THE GOMPLETED STRUCTURE, .�8" �[ � SIMPSON HU48 Q �" � 1 . THIS FOUNDATION HAS BEEN DESIGNED BASED ON THE RECOMMENDATIONS THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED � ���� N SEE DETAIL H/S12 SET FORTH IN GEOTECHNICAL REPORT #04148 BY LKP ENGINEERING , INC . 7. BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND 2 O STANDARD WASHERS AND NUTS. TECHNIQUES DESCRIBED . THE CONTRACTOR SHALL PROVIDE ADEQUATE O SEE DETAIL 3/S12 CONSTRUCTION OF THIS FOUNDATION SHALL FOLLOW THE REQUIREMENTS �" �" O FROM THIS REPORT. SHORING AND BRACING IN THE PROPER SEQUENCE , AS MAY BE REQUIRED TO - OP SIMFSON LUS28-3 8 . REFER TO THE 2003 IRC TABI_E R602. 3 (1 ) OR 2003 IBC TABLE 2304. 9. 1 FOR ACHIEVE THE FINAL COMPLETED STRUCTURE . THE SEQUENCE OF 0 5�8�� �a �� (2) - 1 /2"Qlx6° 2 . DESIGN OF FOOTINGS IS BASED ON A MAXIMUM ALLOWABLE BEARING MINIMUM FASTENING SCHEDULE. A COPY OF THIS TABLE CAN BE PROVIDED CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR . CONSULT WITH `�' � EPDXY ANCHORS � SEE DETAIL 9/S12 N PRESSURE OF 250� PSF. UPON REQUEST. AS STATED IN SECTION 2304 .9. 5 OF THE 2003 IBC SECTION THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS (NOT IN 2304 , 9. 5: FASTENERS FOR PRESERVATIVE-TREATEDAND CONTRAC� . ' - �R SIMPSON HGUS5 . 50/12 � 3. RETAINING WALLS HAVE BEEN DESIGNED USING A LATERAL PRESSURE OF 55 FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED � SO SIMPSON HU612 �MAX , � � PCF FOR THE "AT REST" EARTH PRESSURE CONDITION AND 35 PCF FOR THE GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER . 3 . THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS , METHODS SEQUENCES • - „ „ FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT. NOTIFY = T SIMPSON HU9 SKR 60° +-� ACTIVE EARTH PRESSURE CONDITION . TECHNICAL REPORT No. 7. � �a O STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION r U SIMPSON LUS210-2 � 4. FOOTINGS SHALL BE PLACED BELOW FR�ST DEPTH ON UNDISTURBED SOIL DOCUMENTS IMMEDIATELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS O 9. UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOIN ARE RESOLVED . COORDINATE REQUIREMENTS FOR ALL PENETRATIONS � V M P N L 2 � OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL CONCRETE WALL O SI SO SSU 8 , .,. �� , , , ,ii,,,,,Ii �, �� � ,, � � � I " I'IIII , � Iil ��ll� � �, '�I�i � RAFTERS , JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORS OR THROUGH STRUCTURAL MEMBERS WITH STRUCTURAL ENGINEER . JOBSITE I�� II � I) I IIiIII � I I �I I ,I '� ! ENGINEER. o � Q � ,� � ��i, �,� � EQUIVALENT. SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR . - � SIMPSON LBV11 . 88 SKL 45 „ � � � , II 'iiIIIIIII, �II, , i � '� '� II i I � �" � � ;��, � 5. PROVIDE CRAWLSPACE VENTILATION PER CODE REQUIREMENTS. 8" III;iI I li � � Illl� ii � a II,III,III, I,I,I ' II�Ij ' � '''� , , -� Z 1 D. WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SHALL 4. OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR , ,, � � � � � , � ���II�I�I 6. SOIL VALUES AND CONDITIONS SHALL BE VERIFIED BY A REPRESENTATIVE OF BE RIPPED TO MATCH THE STEEL BEAM FLANGE WIDTH . DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION 5� CONCRETE WALL li�, i I I I'll 'I 'I � ' ,, ;I� , ,;I, � II 'i l� '�j; �i ' i W M T . T I ERVATI N VI IT IS NOT AN INSPE TI N . THE � � I I I � � DOCU EN S H S OBS 0 S C O II � � . � ', ' : I THE GEOTECHNICAL ENGINEER. REPORT ANY DISCREPANGES FROM THE �� �� ,i;,� , � � , , I , � , 11 . MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTURER IN � 2� ' �i � Ili I ! I !'� I '��;ii���'�� ''' ORIGINAL FINDINGS DESIGN ASSUMPTIONS TO THE STRUCTURAL ENGINEER. CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO I�� ; �� iI �I , , � � ' I W THE SIZES AND SPACINGS INDICATED ON PLAN . IF JOISTS FROM A _ (2) - 1 /2"QSx6° IIV i , ; �,II i �i� � i '' II SCHEDULE THIS VISIT, - - ,� ' '�I �iIII� I� I I IIIIiII'illl'll '� MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED, CONTACT s; f � � ��� � I� I� � 7 . BACKFILL AROUND RETAINING WALLS AND STRUCTURAL BUTfRESSES SHALL �' '' `� EPDXY ANCHORS �' � � IIIIIIIII�I����'i ' I Illlilillilil I II II, I Z BE COMPACTION TESTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER TO REVIEW SPANS, LOADING AND CONNECTIONS. FOLLOW THE 5. SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL FOR REVIEW 3❑ 5/8° ;� i� i�� � �i'� � III �' ' ' " ', IIIIIi' IIIII'� - MANUFACTLIRER'S RECOMMENDATIONS REGARDING BLOCKING, BRACING AND PRIOR TO FABRICATION OR CONSTRUCTION . THE ARCHITECTAND/OR - ;�;:,I � ��' II'IIIII, I�I;II ' y ' i �, �II) WEB STIFFENERS . __ _ _ - __ � � I III i ' I� I �;p (� ENGINEER. II� I � � '�il!III'II� II I' IIIIIi�� CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIdNS AND QUANTITIES . - � , �I II�� �� ! , � illlll �Ill �� I II � II�II�, II III Z 8 . PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL THIS REVIEW IS FOR GENERAL COMPLIANCE WITH THE INTENT OF THE ; I I I,I n j '�a� � � tlll il � - Ij'�II'�I � � I lilll I �� ENGINEER RECOMMENDATIONS. 12. EXTERIOR WALLS SHALL BE ac6 STUDS @ 16 ON CENTER OR AS DESCRIBED STRUCTURAL DRAWINGS. N � j � � IIIIII W BELOW, UNLESS NOTED OTHERWISE ON PLAN : 2a" �a" � (5}-10d NAILS INTO EA. LOOKOUT REINFORCED CONCRETE: . WALL HEIGHTS 12'-6 AND LESS: 2x6 STUDS @ 16" 6 . WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET 5/8" ROOF SHEATHING . WALL HEIGHTS FROM 12'-6 THROUGH 14'-6: 2x6 STUDS @ 12" OF CONSTRUCTION DOCUMENTS , ERRORS OR OMISSIONS MAY OCCUR. 1 . CONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBLICATION OF . WALL HEIGHTS FROM 14'-6 THROUGH 17'-4: (2) -2x6 STUDS @ 16" RELEASE OF THESE DRAWINGS ANTICIPATES CONTINUED COOPERATION AND EQ. EQ. "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) . . WALL HEIGHTS GREATER THAN 17'-4 : CONTACT ENGINEER COMMUNICATION BENUEEN THE CONTRACTOR, ARCHITECT AND ENGINEER TO 4" 4" CAP WITH A DOUBLE �c6 TOP PLATE OVERLAPPING AT CORNERS AND AT PROVIDE THE BEST POSSIBLE STRUCTURE � 2 . STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE INTERSECTIONS WITH OTHER PARTITIONS . IF OVERLAP IS NOT POSSIBLE, STRAP CONCRETE WALL _ � STRENGTH OF 3000 PSI . TOP PLATES WITH STEEL STRAP TIES (SIMPSON ST292) . �,� r GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM OF '� 3 . CONCRETE SHALL BE PROPORTIONED USING TYPE I -II SULFATE RESISTANT RAFTERS , LOOKOUTS OR GABLE END TRUSS. ABBREVIATIONS LIST = _ CEMENT. DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS. . WALLS SHALL BE SHEATHED WITH 7/16" THICK APA RATED PLYWOOD OR OSB _ `�N �2� 1 �2 Q�X6 0 NP A . B. ANCHOR BOLT 4� 5/8° �'° EPDXY ANCHORS SHEATHING RATED 24/16 , EXPOSURE 1 . BLOCK ALL HORIZONTAL JOINTS: 8d qBV. ABOVE �+Q 4 . FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE "ACI MANUAL NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE SUPPORTS. ADJ . ADJACENT � T , � � ., ,,, SOLID BLKG . BTWN . z OF CONCRETE PRACTICE. . PROVIDE (3) -2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH a a ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED ALT. ALTERNATE LOOKOUTS 5 . EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS OTHERWISE. ARCH . ARCHITECT �„ � w O , FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS . ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. BLKG . BLOCKING INCICATES 2x12 r '� J r � BM , BEAM STRUCTURAL SUB- v � V J UNLESS NOTED OTHERWISE BM . PKT. BEAM POCKET FASCIA, TYP. - 13. INTERIOR LOAD BEARING WALLS ARE 2x4 OR 2x6 STUDS AT 16" ON CENTER ��� 1 �� � � � O 6 . CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED WITH 1 /2" GYPSUM WALL BOARD BOTH SIDES . CAP WITH A DOUBLE TOP PLATE BRG. BEARING 4� 4d _ CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET IN EACH DIRECTION . IF TQ PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIONS. CANT. CANTILEVER 1 �, 1�, 2x12 LOOKOUTS @ 24" O . C . � � Q ' ` POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES. IF OVERLAP IS NOT POSSIBLE , STRAP TOP PLATES WITH STEEL STRAP TIES CLR. CLEAR CONCRETE 2x6 EXTERIOR WALL M _I U �SIMPSON ST292) . CMU CONCRETE MASONRY UNIT `�" � p � WALL W - COL COLUMN Q z � � � 7. CONCRETE COVERAGE FOR REINFORCING STEEL (ACI 318-95) : . PROVIDE (2) -2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WITH CONC . CONCRETE (2} - 1 /2"�11x6" RAFTERS @ 24" O .C . � . CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH : 3° ONE 2x4 OR ac6 TRIMMER AND ONE 2x4 OR 2x6 KING STUD EACH SIDE UNLESS CONT. CONTINUOUS 5� 5l8" � �° _ � - EPDXY ANCHORS � � (n � � , CONCRETE EXPOSED TO EARTH OR WEATHER: NOTED OTHERWISE =,N r � #6 BAR THR�UGH #18 BAR : 2" . ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5" OF STUDS BELOW. C . P. CRIPPLE POST , � �N V J 7 . #5 BAR , W31 OR D31 WIRE, AND SMALLER : 1 1 /2" DWL. DOWEL � I � 3 SCALE : 3/4" = 1 '-0 � L � � . CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND: 14. AT BEAM BEARING LOCATIC3NS IN STUD WALLS, PROVIDE MULTIPLE-STUD �• EACH 5� 52 S � W T O O . a. SLABS, WALLS AND JOISTS (# 11 BAR AND SMALLER) : POSTS EQUAL T(? WIDTH OF BEAM UNLESS NOTED OTHERWISE. EQ� EQUAL � � ` O #14 AND NO 18 BARS : 1 � /2° EXP. EXPANSION � � r z /' 1 ' EXSTG . EXISTING STAMPED CONCRETE PATTER � `.J . # 11 BAR AND SMALLER: 3/4" 15, FLOOR SHEATHING : PROVIDE 3/4" THICK APA RATED STURDIFLOOR RATED F . D . FLOOR DRAIN PER ARCH . W � W . b. BEAMS AND COLUMNS: AT 24" ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR FTG . FOOTING Q z . PRIMARY REINFORCEMENT , TIES , STIRRUPS , SPIRALS: 1 1 /2" CONSTRUCTION . GLUE AND NAIL PANELS TO ALL SIJPPORTS : 8d NAILS AT 6" AT G , �, GLUED LAMINATED 6" CONC , SLAB � � � J PANEL EDGES AND 8d NAILS AT 12" AT IUTERMEDIATE SUPPORTS. INSTALL PER PLAN Z W � � SHEATHING WITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGGER HDR. HEADER STRUCTURAL MASONRY: JOINTS. HORIZ. HORIZONTAL SLOPING INFO. INFORMATION TO SLAB O � � 1 . LOAD BEARING CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 16. ROOF SHEATHING : PROVIDE 5/8" THICK APA PLYWOOD SHEATHING RATED JSTS. JOISTS � a _ O r I� W STANDARDS K. S. KING STUD d ' . 40/20 EXPOSURE 1 . INSTALL SHEATHING WITH LONG DIMENSION � ° ° a .�a i � � \�J LLV LONG LEG VERTICAL PERPENDICULAR TO THE SUPPORTING MEMBERS AND STAGGER JOINTS. � � a � 2. MORTAR SHALL CONFORM TO ASTM C270 AND SHALL BE IYPE S WITH LONGIT. LONGITUDINAL NAILING : 8d NAILS AT 6" AT PANEL EDGES AND 8d NAILS AT 12" AT INTERMEDIATE PROPORTION OR PROPERTIES SPECIFIED IN TABLES 2103. 7 (1 ) AND 2103 . 7 (2) OF LTWT. LIGHTWEIGHT SUPPORTS. THE 2003 IBC . DO NOT USE ADMIXTURES UNLESS APPROVED BY STRUCTURAL LVL LAMINATED VENEER LUMBER `� � C� PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFfERS, TRUSSES ENGINEER . � MANF . MANUFACTURER 8" THICKENED SLAB T AND LOOKOUTS, O. C . ON CENTER EDGE W/ (2) -#5's „ 3. GROUT SHALL CONFORM TO TABLE 2103 . 10 OF THE 2003 IBC OR TH ASTM 476 . . PROVIDE SQLID BLOCKING PANELS BETWEEN ROOF FRAMING MEMBERS AT {� PLATE CONT. HORIZ . , TYP. � USE COARSE GROUT WITH COMPRESSION STRENGTH EQUAL TO f'm , BUT NOT BEARING TO PREVENT ROLLING . REF. REFERENCE LESS THAN 2000 PSL 17. LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM REINF . REINFORCING , SCHED . SCHEDULE �- � �' � PROPERTIES: � � � �' � -- � - � ; , 2 TYPICAL THICKENED EDGE DETAIL sc,a�E : si4° = 1 �-0 4 . MASONRY SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH OF FLEXURAL BENDING STRESS: 2600 PSI S . I . P . STRUCTURAL INSULATED PANEL ; `�� �' �/ �/ �% � � f'm = 1500 PSL . MODULUS OF ELASTICITY: 1 , 900 , 000 PSI STL. STEEL � I -JOIST BLKG . PANELS \� , S � TRIMMER 5 . PROVIDE 2 -#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND EDGES OF . TENSION PARALLEL TO GRAIN : 1850 PSI T B ` 1 1 /2" C � . WT. TOPPING ' � � COMPRESSION PARALLEL TO GRAIN : 2310 PSI THROUGH BOLT � 3/4" T&G PLYWD . /- �I OPENINGS (BOTH VERTICAL GROUTED CELLS AND HORIZONTAL GROUTED BOND � T&G TONGUE & GROOVE � BEAMS) . . COMPRESSION PARALLEL TO GRAIN : 750 PSI TO TOP OF � 8041 �"4 -� � ,/ (2)-#5's CONT . HORIZ PERPENDICULAR TO GLUE LINE TO PLYWD . < TOF TOP OF FOOTING �'� � TOP & BOT, 6 . MASONRY WALLS SHALL BE GROUTED IN CELLS CONTAINING STEEL • HORIZONTAL SHEAR : 285 PSI TOW TOP OF WALL � PER PLAN FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, �- TOW REINFORCING UNLESS AUTHORIZED BY THE STRUCTURAL ENGINEER. TRANSV. TRANSVERSE � � BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS. TRTD . TREATED �` \ 1 7 . STRUCTURAL MASONRY SHALL BE LAID UP RUNNING BOND WITH EXPOSED STRUCTURAL STEEL• TS TUBE STEEL �' � JOINTS TOOLED . �'P TYPICAL � ;' 2'-� FULL P R O J E C T ; 0104-05 1 . FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE W VERT. VERTICAL ` 11 7/8" I-JOIST PER PLAN � 8C740- - 3/4 ` - � FOR REMAINDER OF REINF. INFO. (2} -#5's x HT. VIF ; a z T��/�/ �� �'�, REF . TO APPROPRIATE DETAIL -� 2�_� D R A W N B Y : JPL REINFORCING STEEL' ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISGLRFD, VERIFY IN FIELD W� P� WATERPR O OF � � 1 /2"0 x 1 0" A . B . 's @ 4 8" O. C . � � � a � �`� - , AISC 335 OR AISC-HSS . SPECIFICATIONS AND CODE OF STANDARD PRACTICE - �� (2) -#5�s coNT. HoR�z R E VIEW ED BY : JPL 1 . EXCEPT WHERE OTHERWISE NOTED, REINFORCING BARS SHALL BE GRADE 6fl W� WITH �� IN CONT. TRTD . 2x8 F}' CO '�� 2 0 2'-0 TbP & BOT. PER PLAN D A T E : PERM IT 06 . 17 . 05 ; EXCEPT TIES , FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE 2. STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A5� . TUBE SHAPES ! #5's x 1 '-2 MIN . @ 16" O. C . FULL 40. ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEG SHALL BE ASTM A500 GRADE B . PIPES SHALL BE ASTM A53 GRADE B OR ASTM ' N - )TE (3) - 1 3/4 x 9 1 /2 LVL (2) -#5's x �-;T, TOW � R E V I S I O N S : 2. FOR BARS #8 AND SMALLER , LAP BARS 36 DIAMETERS AT SPLICES IN A501 . �,\ PR�VIDE OPENING FOR �, ; H � :ADER W/ (2) -2x6 (TRTD .} 2'-0 2'-0 CD 'S OH .Og . QS 4 -0 MAX. WIDTH TF lMMERS CAN BE USED CONCRETE. LAP BARS 42 DIAMETERS AT SPLICES IN MASONRY . DO NOT WELD 3. ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM '� � IR:`3TEAD OF CONCRETE Q REVISED 08 , 3 �I .O5 OR USE MECHANICAL SPLICING DEVICES UNLESS APPROVED BY ENGINEER . SPEGFICATION A325. ANCHOR BOLTS AND BOLTS USED IN TIMBER � � r H < ADER . � PER PLAN EXTEND HORIZ. REINF. CONNECTIONS MAY BE ASTM A307. ' � �QS' TOF 2'-0 PAST STEP TYP . z � , � 3 . HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS i PROVIDE (2) -#5's @ �� % � � AT CORNERS. PROVIDE 2 -#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND PERIMETER OF - � � � 4. TORQUE INSPECTION SHALL BE PROVIDED AS REQUIRED BYTHE BUILDING ; ',, o C € iAWLSPACE �, � � o� EDGE OF ALL OPENINGS OR STEPS. INSPECTOR. \, OPENING EXTENDING i ��, � FOR REMAINDER OF REINF . INFO. � 2'-0 BEYOND OPENING , IYP. , 1 G EN ERAL 4 . EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS. 5. EXPANSION BOLTS SHALL BE WEDGE TYPE "POWER" OR APPROVED ' `, ��, � REF . TO APPROPRIATE DETAIL COORDINATE ALL COLD JOINT LOCATIONS WITH ENGINEER. EQUIVALENT. MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NOTED � � � ' N OTES & OTHERWISE ' ' '� ;� WI E FABRIC A MI MUM OF TWO FOULLOM S GRSDS. SPEC . A- 185. LAP WELDED , , , , -% PER PLAN D ETA I LS 6. ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER. �, -a TOF _ � �� � �� �� STRUCTURAL WOOD FRAMING : 7 . DELAY PAINTING WITHIN 3" OF FIELD WELDS UNTIL WELDS ARE COMPLETED. � . �` , a z 1 . EXCEPT WHERE NOTED OTHERWISE, ALL 2" NOMINAL LUMBER EXCEPT STUDS 8. STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE W � SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER. ALL SOLID TIMBER POSTS AND CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE ' l a BEAMS 3" NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH #2 UNLESS ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAWLESS STEEL ' 4 SCALE : 3/4" = 1 '-0 �` 1 TYPICAL FOOTING STEP sca�E : 12" = 1 '-0 a � NOTED OTHERWISE ON PLAN . � ANCHORS. � �� � � � S1 � '., � __""- , ., . ���. ; _. � �, /\ ,� \ , ,�, / •� � � ��� \� , _ , �, � , , i 90'-58° _>_ _ � `� ' �`� � '-36" 5'-6�" 16�_��� 33 -6 �r , � , �� c� � �� 19'-6" 14'-2'-a° � �r°�`} "� � 4 ` `� � w x < _ �� � �e f t �, �„�'t � � � 4:. ', -^ , � �-3�" 2'-2a' 3'-4" �� 1 '-92" 2'- 1 �" '-1 " 3�_48�� '- 1 " 2'- 102�� 1 �_��� e�� 12'-4" 8'- 10" 12'-4" 6�_�2�� 6, 3„ 6�_72�� ��� w �� �W�,9 v c� $a Fy ���� �.,�� , � C".� +„�-� . � 5 � 6'-108" '-2" 9'- 11 " 10'-8�� 10'-9�� �� 5�_��� � 1 ��� 6�_��� . }�� s � � _ �� ' '� �, � 8 - 8 8 T �� 3 TOW = 8038'- 10 FTG . � S10 TOF = 8032'-8 _ STEP c� T�W = 8038'- � � S �� ;�; N o� r TOF = 8028'-Ct N CO ❑4 — � q� � TGW = 8039'-51 /2 REFER TO ARCH . O ~ - ❑ _ � TOF = 8034'-51 /2 FOR RADIUS OF WALL N � O � � -� - -- - - - - - - - - - 5 -' �T � �� - - �� N °° a� ai N TOL = 8034'-0 - - -- - - -- � T' � � " G INDICATES 8" THICKENED " � � �� O d' d' / TOW = 8039'-4 \ I � CONC . EDGE, TYP. I � � m � � � ____ __ _. __. . _... .. . . TOF = 8031 '-8 - � , O O NI � 6" STA PED CONCRETE SLAB ON 4" CLEAN r � � TOW = 8038 - 1fl POCKET � � . ' cu I TOF = 8028'-0 RECESS EDGE INDICATES 8 THICKENED O Z � � FTG . 8039'-4 FTG . GRAVE BASE ON UNDISTURBED GRADE , gEqM - OF CONC . STEP � � CONC . EDGE, TYP. > STEP TO SLAB STEP - OR CO PACTED STRUCTURAL FILL PER �` POCKET `r ° �� �" � - 1 1 /2 FOR STL = 1 ��� SOILS NGINEER . REINFORCE SLAB #3 � � i 5�� 6 I � DECKING INDICATES CONC . STEPS Q. - - - = TOW = 8039'-4 r REBAR 16" O . C . THROUGHOUT. �N I �- - - --- - - REF TO ARCH . FOR LOCATION Q � - °� � TOW = 8039'-4 1 �_ , �� _ � �� - ' � - S9 `�m ' _ __ _ _ - _ RISE & RUN , TYP. - � � _ _ - N M TOF = 8032 -8 ,_ , � `'' TOW = 8038'-10 CONTR L JOINTS AT�12 ORMAXI�MUM T w 4 � 1 � B `r T � ' co TOF = 8fl32 8 � �_ �� � � � � TOF = 8032'-10 � � — �'�". — �,�- '- 4" CONCRETE SLAB ON 4" CLEAN GRAVEL = SPACIN EACH WAY. TYP . @ ALL EXTERIOR p � � -- - -- - - - = a , � . BASE ON UNDISTURBED GRADE OR `� PATIOS c i T I ❑ y .' � ` � \ - - - - - - - - � � COMPACTED STRUCTURAL FILL PER SOILS -� o �- � ! _ . _ _ -- ---- _ ENGINEER . REINFORCE SLAB WITH � 4� w r - - - - - - - - - - - � TOW = 8030'-8 � ---- ---- - __.— - - --__ _ __ _ I _ cn I a � r - - � INDICATES CANT. FTG. ( NOTE: VERIFY FIRE PIT 6x6-W1 . 4xW1 .4 WELDED WIRE FABRIC � O = � TOF = 8028'-0 � C .� � � � 6" SLAB FOR TOW = 8035'-0 TOW = 8035'-0 STEP _ . - LOCATION W/ ARCH . THROUGHOUT. PROVIDE 1 " DEEP SAWN OR �j- cn r F , , }- - ----- -- - -- _ 5 _ ,o � _ � _ � HEARTH TOF = 8028 -0 TOF = 8028 -0 . .- - �- - o o TOOLED CONTROL JOINTS AT 12 0' 1 FTG . _ I ` _ �TG . PRIOR TO POUR PATIO � SB MAXIMUM SPACING EACH WAY. S1 � STEP � g039'-4 = � STEP ( 10'- 10�" S �B 3'-38" � �, �,,,, � TO SLAB � � - � TOW = 8040'-1 3/4 TOW = 8040'-1 3/4 I ( N - � � �� �� � •°- � � g, I I �, � 3 � TOF = 6029 - ? 8041 '-4 FTG . TOF = 8034'-1 3/4 � � TOW = 8038'- 10 � �n ( � . , �_ �� TO SLAB � - STEP B FTG . � - - - - - - - - - � � TOF = 8029'-0 � l� - - - - - �� - -J � TO =�LA� "'�" 2 0 10" � PIER I 2 �� ° ��I��II� m I I I�i � � III IIIIIIIIII}�""� � �" � � i�� (� � STEP � � � m III I I , � F;,,, � � �, — � "' 9'-6a" 1 '-4a' S1 r � � Illl �l�ll�j r � ��� � i'��y � � Z .; _ ,,� � , _ �; �- 6�� � I ;�� - �� ` ; : � �._ �� ; I �� I� � � � � �� � — = Tow = aoa1 �- 1 ��4 I � q s � ���II'ii' �� , > — _ , � _ Q ', �� � � � � cv � _ � TOF - 8031 -0 � �' I Tow - sos9 -i s 4 �� � _ � I o � o II IIII � � , , ��,; � TOW 8031 -4 v � i �, � �� I � ��,� � - - - c — � i� li UI , i � � I TOW = 8040'-1 3/4 ' _ _ I_ ° � 4 5 4 � � u � � 'i I � i W _ I I TOF = 8029 -0 r� �T TOW = 8039 1 3/4 I TOF = 8029 � I S8 ,�OO � � ��, I I ' ' II III II�I I � I II �II �I II, W TOF = 8034 -1 3/4 `�m �o CRAWL SPACE 6" 6° I _ � IIIII�II i T i+'i I TOW = 8041 '-1 3/4 _ �� ' �_ T Ss� C° T TOF = 8029'-0 1 I � 8041 '-4 S10 � o� I II�II'I� I , i Z ~ � 9'-2" 3'-2" 8'- 10" 12'-4" S10 � TO SLAB � `� i� IIIIIII I ' �I ' '�i �I � � � I IIII TOF = 8034 -1 3/4 ,�� , , I III �,� � - ,s;� � B � � � � � �r _ 10" Q! PIER � � � '�?`" � I — -� � �_ — � �� - -- - - - - = = � I' ���'' "' �i IIIII � I�I " i ,� '�Y � � T W = 8038 -1 3/4 � o� � ' � _ - _ J , ;% �,I,�� I�I�Illlllli�il� � �� � Z � c� _ � \ T F = 8029'-0 � — -- -�--j j- — — -� _ _ _ ;,,; �� �� ' � 'i � !'i� W r � F . D . I� —J � i FTG . ( � ° I C _ _ _. C v -N�' TOW = 8041 '-1 3/4 � I � Ai �2� I STEP A � � 80 SLAB Y F . D . TQF = 8031 '-0 1 _ � � i � T I I � � 2 1 � `� 3'-4" I N � TOL = 8041 '- 1 3/4 0� INDICATES B" THICKENED � �I II I �g 8029'-4 TOW = 8043'-6 CONC . EDGE, TYP. I 'I I I �- I I � � TO SLAB TOF = 8031 '-0 ,� INDICATES CONC . STEPS = 8041 -1 3/4 I BEAM � Z, � � TO = 8037'-1 3/4 I POCKET Sg I TO REF TO ARCH . FOR LOCATION � I I 8031 '-4 � 8031 '-4 2� � � RISE & RUN , TYP. ,� I I 1 STEP IN SLAB TO SLAB _ TO SLAB �� T T � I� �8041 '-4 .� ( ,��, � S9 . _o � ��j . TOL = 8041 '-1 3/4 .j, � I I i TO SLAB Y � `7 8�� ( ( r g�� o T(JW _ 8044 -6 7 ; � �� � �_ �� � �� � �� � �� � �� � , �� � �� � ��� TOF - 8031 ' 0 � �� L 1 '-6" � � , 5 -4 I 8 � r 1 � 6 -7 9 -2 24 -4 7 -12 11 -5�q 7 -26 7 -2 3 � O � I �� �� TOW - 8031 ' � S8 � _ � 6 I TOW = 8038'-1 3/4 4 CONCRETE SLAB ON 4 CLEAN GRAVEL I I TOF = 8029'-� i � I I BASE ON UNDISTURBED GRADE OR SS TOF = 8029'-0 I I E � � � ' I ' �I COMPACTED STRUCTURAL FILL PER SOILS p o U I II POCKET I I I C I � � 6 6GW1E4xW1R4 WELODED W R B AIBRIC __._.. _ B C B � r�`�� `�" � � � O 4 �' _ J I � � I 0 I THROUGHOUT. PROVIDE 1 " DEEP SAWN OR 0 � i � � — � — �— —� , W U � � _ ; ��� � � TOOLED CONTR(�L JOINTS AT 12'-0° � , � �� �=%= � � � � � � 0 � r��, ��;V �� I I MAXIMUM SPACING EACH WAY. — -- -i f— — r � r � Q Z � � INDICATES �� � J —� � r ^ � � � � � 2 TOW = 8046 -7 3/4 � v J � TOW = 8040'-4 CRAWL SPACE TOW = 8040'-1 3/4 � CRAWLSPACE � � � 8029' 4 ' \ TOF = 8037'- 1 3/4 I 1 �_ 1 �� � TOF = 8029'-0 �,.� ' ACCESS � � TO SLAB S9 TOF = 8031 '-0 _ „ I I ` � / � � � �- > � �� � � `° 2 a � � � `_° I � - � _ � 8046'-10 � ' ' I O ~ 5�� 6'-aa° 7,_6„ �'_�a° '� I �` �� � TOW = 8041 '-1 3/4 8031 '-4 � � ` TO SLAB �'` W 4 � TOF = 8029'-0 4 TO SLi".8 Y BEAM TOW = 8048'-6 " " 1 '�4" ` � O O BEAM � ^ I B C I S4 C 1 S9 I B POCKET TOF = 8031 '-0 � � � � z U POCKET I � � � _ — — � — _� _ � I � v J � � � � � �' ,;;,, � _ ;;;, — _. - � _ , ;_: L �,,,� � � �,_, � z Q .J � � � � BEAM 1 ° %' _ '�%� _ �w. _ � '� � � � � � O I � I POC KET � � � � -{ � ❑ � �I Z W r O � Q O � TOW = 8041 ' '! 3/4 � INDICATES 8 THICKENED Q � 9 TOW = 8041 -1 3/4 0 - TOF = 8029 -{: 10 � CONC . EDGE TYP . � � , � � � � w I 1 SB TOF = 8029'-0 r � � N 5 I TO SLAB �n � � T I � S8 3� ��� N 5��' � � FTG . �n � � , „ CONCREfE gg I I � TOW = 8041 '- 1 3/4 STEP �-2° S9 TOW = 8040'-6 1 -2 �' I I T O F = 8 0 3 7'-1 3/4 T ,_ CORBEL A „ �„ 1 ,-4" L � O 0 0 4 C O N C R E T E T O F = 8 0 2 9 0 FTG . r CORBEL � � 2 � J � I S � � STEP TOW = 8048'-6 � � o FTG . � FTG . � o TOW = 8�41 '- 1 3/4 � � _ TOF = 8031 '-0 I S8 Q r' STEP � TOW = SLOPING STEP 0 �" - TOF = 8031 '-t:; v I I TOW = 8040'-1 3/4 TOW = 8043'-7 3/4 4� '�" TOF = 8033'-0 � �N � ` _i— �I c'v � TOF = 8fl37'-1 3/4 TOF = 8036'- 1 3/4 ��'%� _ - °"% "" -- - - � '�� — -- _ __ _ . -- __ _ --- -- _ T f O I � _ . ___ _ _ _ __ . _ T _ _ I..— � .. —�— � gEaM - T ____ . _ _ . _ _ . _.. . '_ ._. ____ . _.____ . J_ � _ __ . _ _ - l _ . . _ �� - � A '� '- I POCKET T :z >,% ;: ;,,, � ;�; � `"' \ FTG . � � � I ( g�_ 1 �� '-1a' 3' 4'4' 6'-112' � __ � __ STEP co FTG . FTG . o0 FTG. C STEP C C STEP I . _. . 1 I I _ TOW - 8042 -0 2, 8„ --T------ - JI' CRAWL SPACE STEP Sa TOW = 8042'-Q _ � E' a31 '-4 `?� _ p�_ ( INDICATES STEPS TOF - 8033 0 TOF = 8031 -0 �f � SLAB � DESIGN BY OTHER � TN I ( �ti 1 '-4�� �� �� - -- � ----- _ _ REF TO ARCH , FOR � TOW = 8043 -1 3/4 1 � I ---- .- _ LOCATION RISE & RUN T 7 TOW = 8042'-7 3/4 I I A�m INDICATES CONC . STEPS - - - _ -- � gg TOF = 8037 1 3/4 -r�,', 5 REF TO ARCH . FOR LOCATION I TOF = g031 '-0 _ � T S6 RISE & RUN , TYP. � i _ � _ _ _} _ . _ I TOW = 8043'-7 3/4 = ;; I , P R � � E C T : � 1 �4-�5 TOF = 8037'-1 3/4 � - I — — r — � DRAWN BY ; JPL �— — REVIEWED BY . JPL SEE SHEET S6 N 1 D A T E : PERMIT 06 . 17 .05 , 1 �� SB REVISIONS : 7'- 10-" �� 11 �_��� �� 10'-0° �� 11 -1a CD 's 08 , 09 . 05 3'- 10�" 10'- 11 ° 42'-o-° _ 19'-6" 11 '-9° 2'-�" 1Q REVISED 08 . 31 . 05 a 90'-58" F O U N DAT I O N P LA N SCALE : 1 /4" = 1 �-o ISOLATED SPREAD FOOTING SCHEDULE _ N LABEL DIMENSIONS REINFORCING P�,N NoTES: FOUNDATION A 2 '-0 x 2� -O X 1 � -O �3� - �i �J � S X 1 � -G EA. WAY 1 . CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHEF;`:NISE � /� B 2 '-6 x 2� -G X �I �-O /3 - # 5 � S X 2' -0 EA. WAY 2. CONCRETE WALLS ARE 8" THICK UNLESS NOTED OTHERWISE PLf-1N l � 3 . CONCREfE FOOTINGS ARE 8" THICK AND 1 '-4 WIDE UNLESS NOTED OTHERWISE C 3 '-0 x 3� -O X �I �-O (4} - # 5 � S X 2' -6 EA. WAY 4 . CONTACT ENGINEER IF OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING 5. STEPS IN TOP OF FOUNDATION WALL ARE INDICATED : �', D 4� -O X 4�-O X �I �-O (4) - # 5 � S X S�-G EA. WAY 6. VERIFY ALL FLOOR DRAINS (F . D. ) LOCATIQNS W/ ARCH . PRIOR TO CONSTRUCTION . E 5 ' - 0 x 5�-O X 1 �-G �6 - # �J � S X 4'-6 EA. WAY 7. Q INDICATES CONNECTION NPE . REFERENCE SCHEDULE SHEET S1 F PLAN DIM . x 1 �-2 �` �J ' s @ 12�� EA. WAY 8• DO NOT SCALE DRAWINGS . VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION . � ` � �� r . �. °�� ti � . �r _- ` `� � . . ' :j a .�, '�' 7 i tA A ➢ � -.�.,, r 'E . _.> a 1 a �w � p'`1 � 3 � �; � ,t � a R . . 'r� r�' w. , '1 (3 � e.^1 � ? b ��� 12 S10 ,� ' � � � � 1 1 /2° x 1 /B" STEEL GRATE � � "�,�� ` ' �s � � " � �° '� � 4 g DECKING (McNICHOLS CO. '�� b ) �, _ � ❑ � ❑ ❑ � ❑ � S10 GW SERIES OR EQUIV. } � `. ��. , .. :, ' � � MC 8 x 18 . 7 _ _-_ _ (8Q39'-7"} _ _ -- - -- CONT. d' O O I� � N O I� 8039'-7 N � I� M �- BEAM TO STL BEAM � � � POCKET DECKING POCKET O O � � MC 8 x 18 . 7 (8039'-7"} CONT. m V CONCRETE WALL BELOW _ __ __ - — ---- -_ . ___ _- — . . -- -- -- -- - _ __ _ . - - - - (3} - 1 3/4 x 9 1 /4 LVL � Z � � � . � -- - --- --. ._-- __ _-- -- - �' � _ — -_ -- - � ❑ HATCHED AREA INDECATES - - - - � � 8 6" SLAB REINF . W/ #3 @ 16° 40 -- - . �-� c�, Q � � 8035'-4 PROVIDE BLOCK OUTS �- S10 O .0 EA. WAY ON 1 1 /2" ' c3. TO SLAB FOR FLUE CHASES , REFER x 22 GA . FORM DECK � � 5 TO ARCH . FOR SIZE & LOCATION (VULCRAFT 1 . 5C22 OR EQUIV. ) , S8 . INDICATES CONT. L 5x3x1 /4 LLV INDICATES CANT. ANGLE W/ 1/2"� x 4" EXP. 6�� SLAB N ANCH . @ 16" O .C . , TYP. @ INDICATES CONT. 1 1 /8x11 7/8 PERIMETER OF FLUE BOX �_ �� 1 �'4" 3 � LSL VERSA STRAND RIM-BOARD � 4 S9 O ❑5 � • - � • — • +,, � � �'1) 7/8 L1� I I 2� � � � 0 7 � � � , P. I i ' 04 � � - - - � P. / - _ � I ; !� � 4 � C � r � r � � � � � � � � �� P. 80 9 -4 �- _ _ --- _. _ -- � � - -- _ _ �� � �'; , S8 � � � � �i��i��� � I , ��I � �� C� T PL D . � � _ --- --- - - - _ _ _ -- - - - � FU RE ALL US BE 2 II �� I��,�II ''�' ' I I '�''� 'illl�� ���;i � � Z � 8 41 -4 � � � T PL C . FR MED N OR CON ACT � � � i ��� l�� III � i, ,�� � � � � � ; IN ICA ES C NT. � 8039' 4 EN INEE FO STE L APDXMATE LOCATION � � � � I � � ''� I� I�'� � (1 ) - 1 4x1 7/8 VL ' (D OPP D) TO P YWD . �;� B M OP ION � � � I��I � '� � �� �i ' I � � ' � T EATE (2)- 12 �� OF MASTER TU B I�, li, i, �� �� � � � 0 � I LE GE W/ - �� ' 2 - 1 3 11 7 8 LVL FROM ABOVE � � �I I! i li � �� '' � � ` P. O P D. �t,+�� � i , 5/ "�DxB" EXP NC . � �' �. �'�����'?i� !%� ���1 1�l � � f 1 � � jll% 1 I ,, �i � illlilllllll,! � � ������� � � W � p - . - � --- _ -� - � � ro 24 O . C . TYP. I �, ' �ro , QD P. � _ _ _ ; A P. ��� � � h , ���, �� i , � � ' �' ll II'� �,�' �I, �� � _ a � r � r � I � �il � — - + � � �� �� � � �i'll�l�l�l��� �� �� ��� li� ll�� , �ll� �ll��l � � 3 , � � ' o� �� 3+ , � � ' � � �,�,I; I! i �' i��; '''"''��'� ������; � � �� � ������� � � � ONT. (2) - 1 3/4 x 11 7/8 LVL � 2 - 1 3/ � x 11 7l8 VL � W 10 49 (8 39'-1 /4") � � � I � � � �I � � I r � � � � �'�� �!II�III, � � ��� � � ,I'��' li'i Z ( } � ��� � ; � � � . � � I , � �II;I �' I, IU,I� � � W � r � � ' A TYP. CONT. TREATED (2) -2x12 � 2 � � r � � � , I 0 E P. � � ' �' � x LEDGER W/ (2) �/8"Q.lxB" 6'�. � I - - � -- - � P. � � � f ` cP , �, � � �, � BEAM 7 .o � - - - 13 r,/1 ` I EXP. ANCH . @ 24 O. C . , TYP. � POCKET � SB 0�,� � -� �� S10 � S12 � � ; ; ��`���' � �i � TO P YWD � � � I �� ' �F TYP . � � � � 8039 -4 � TEP I � � ' �'� � I / � (1 ) - 1 3/4x11 7B LVL � 1 ) - 1 14x11 7/B L L � �'� TO YVV . � � � LYW . �� ; � � �� - - '��__ __ , � � W L -� � � ` 8041 ' 4 - � � � 3 I � � � � � = TO P YWD 1 3/4 x 11 7/ " �` r � r � S9 , � I ' LV 's @ 6" O . . � � �' S8 , 8 41 -4 6 T PL D. I T 3PL D . � � ' - - -:__- LO ATE MIN OF �'' _ - -- L � 1 ' FRO ED E T S8 � TEP N 5 7 TU ABO E = BEAM i LYW . S10 S EP I S10 � �� ! �J, , �J, Z � � � � � PLYW . I ''�� �i �' � 6' �" 0 POCKET CON . (3) - 1 3/4 x 11 7 VL 2) - 1 4 x 1 LVL � � P' ' " � � P � � ; ( - 1 3/� 11 7 8 LV (3) -1 3/4x9 1 /4 VL � w O W 21 x 6 (804 -3/8 ) _ __ - - -- - - -- _ - -- - - - --- - - -- _ _ - - - _ _ - -- -- - _ � ��''% �/_�i� �1 . l �1j1./r f ---- . - _ _ - ---_ /, ll/ - - -- - -- - - - - -- 2 x F __ __. _ _ � l�J , � � ,� _ � � � � r J, >.� ��, �� � �� �, QD IYP. � � I � �..� �� � � � � ; , � � c� � �, � p, Q� 12 , � � � ! ��1,1' �- �� \ �� ��'1 � � � � O � I � v St �, A � � � � � � +`� i INDI TES �'� �Q S12 � � - � _ � � ' ( � RA LSP CE � N � 8 41 '-4 � ' � � � �/ � � ; _ �� - - - ' CC SS T PL D . � � � � � � - - � _ _ � � �� . ) - ' — , - � Z � � � � � � � � � � S 41 '- ' \ � � ; � �" � 4 � � �`�� PL D . N � � � S9 ` / \ _ (J) � � BEAM � �� 1 � �I � �, ' � � � � � POCKET � � � � P. ` � � � ' � � �' � Z / � ON . (3) - 1 /4 x � 1 7/8 VL � � - � � / � � � ,:� r .,, ONT. (3} -1 /4x9 /4_ L � � � � � � � � �%! .;��� /�1 - ,'1 �l� ,f� 1� � � � �' � ` BEAM � � �' � � � i � ���� BEAM � � °'+� +� POCKET ; 1 b � �1� '� ����--? X POCKET � � J � U � --- - _ _- -- _ s � +`� T � , ;�- ���. C� �S W S8 j� � 5 ; 041 '- � � `�� � � � � W 7 S9 ; O PL D . c* I c�- S8 � � a � � _. . ? 0 RFR ME � T �, 21' � � 8041 -4 4 ` ST PS � �' I _ � O W TO YW . 1 � ` ' �� _ . . _ - -_ f 2 L.O --J Q ❑ ❑ ❑ ❑ � ST P W � / S8 � � I� W �4 � �4 � � � PL D . � / ��� � � �._. A..J r (2) - 1 3 x 11 7/8 VL � � BEAM O � � � �;� 1�' < < � _./ 'l_ %� � � PO KET , � o J � d- QA P. Q P. � � D TYP. �Y'� J L J '" � 804 '-4 � � � TO LYW . t`Z C� T — — — — — — � — — �; _ _ _ _ _ _� � INDICATES CONT. 8041 '-4 CONT. TREATED (2} -2x12 ` - _ ___ _ ,I (DROPPED) TO PLYWD . LEDGER W/ (2) -5/8"f�x8" TREATED (2)-ac12 �� 8 ` � LEDGER W/ (2)- EXP . ANCH . @ 24 O. C . , TYP . S8 - -- - --- - INDICATES STEPS 5/8"Qfx8" EXP. ANCH . ` DESIGN BY OTHER 24" O . C . , IYP. - - --- _ -- - -- -- ` , - - REF TO ARCH . FOR � LOCATION RISE & RUN , - - - _ STEP IN 5 , I � PLYWD . S6 QA P . j I S9 : __ - _ 8042'-10 � � TO PLYWD . ' 0 SEE SHEET S7 S8 P R O J E C T ; 0104-05 D RAW N BY : JPL REVIEWED BY ; JPL D A T E : PERMIT Q6 . 17 . 05 REVISIONS : REVISED PERMIT 07 . 27 . 05 CD 's 08 . 09 . 05 Q REVISED 08. 31 .05 MAI N F LOU I� F RA ��`� I N G P LAN SCALE : 1 /4�� - , �-o N MAIN FLOOR P"aN NoTES: F RAM I N G P LAN 1 . FLOOR JOISTS ARE 11 7/8" BCl/450's SERIES @ 16" UNL �SS NOTED OTHERWISE 2 . FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED °i_�ROPPED° 3 . TOP OF STEEL BEAM ELEVATlUNS ARE NOTED : (###:��'-##j 4 . FLOOR SHEATHING IS 3/4" T&G APA RATED STURDIFLC.=OR , EXP. 1 , SPAN RATING 24" O .C . 5 . POSTS CONTINUOUS BELOW ARE INDICATED : ■ POS:S FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED : ❑ � 6 . INTERIOR STUD BEARING WALLS ARE INDICATED : ����:i� 7 . Q INDICATES CONNECTION TYPE . REFEf� ENCE SCHf=DULE SHEET S1 8 . DO NOT SCALE DRAWiNGS. � �-= : P�' '2 � (3} -1 3/4 x 9 1 /4 LVL ,r'� .���� �.��r . � � ADV. FIREPLACE OPENING � �` � � '�'� ����� �� �� � � � y � _ � _> =�s � ,.� � � . Y� .i �9 �i -- -- � c . . � . ��.} � � � (� 1J . / i ._ . .� \�� v � .. � +,_•�, . . ' ��'J.�6 , / ,� `�1�' I Q __ _ -_ __ _ a I __ . . . _ _ __ _ _ __ __ _ _ � � _ _ � � �'` c ;� � Q ° , , _ - - -------- -- - ---- -- - -- -- -- . - -- � _ -- -- _ _ - -- CONT. W 10 x 22 CONT. :; �C' — -- — � ' ;�y ` � +` _ _ -- , . �. --------- - . _ � . ,. _ _ . / � �� � �6 � �� ;, i � — __ ._ -- -rys �'ys +rs r� fi . - - - -- ---- _ _ __ -- _ _ _ ------ - -- ___ __-- -- __ _ _ , � _ 1 CO� ( c0� � c0� � \� INDICATES 2x12 STRUCT `'I�JRAL � � \ SUB-FASCIA TYP � � � � � N O h�- 1 , '� \ I w �w I NOTE: TRELLIS ROOF NOT � � � � 3 `'� N � P` M � a � � INDICATES 2x12 , � � I � � ( � DESIGNED FOR � � o � S1 LOOKOUTS @ 24" �', __ , pp - _ - - . -- � l7� � ' � � SUPERIMPOSED SNUW � � �, 1 � X � � � d' / � � ' ,'` ° 6 ��G �' � LOAD - DO NOT SHE,4TH ° �' �-rs ° - , 0 � _ - - -14� � � � � � � EXTERIOR HEADERS AT SOD � � � O � � � � � � - ROOF ARE (3}- 1 3/4x51 /2 LVL � � ' ` 1 � I �. I � C'p 2� 2� 2� 4_ ___- __ �, ; O O W/ (1 ) -2x6 TRIMMER & (1 ) -ac6 � ; , �, � � ` (3 -.. ._1 3/ -x 7 _1 /4 LV _ - -- - _ ----- II ___ __ - - _ _ - I� �', � Z � O� K. S , EA . SIDE, INDICATED � �, �- �� � CONT. W 10 x 22 CONT, ,_ - -_- _ _- I -- _-- - _ i i � � - - ..- --- -- - - __ THUS - - -- -- - � _. _ � --, --� - P _� __ _ - _ ___ _ _. __ _ _ _ _ _ -- - -- -- _. 11 � � O � -� N N N�- PROVIDE (4) -5/8" f� N , 'I A T( I �� Q � LL I � N N N N TOP FLANGE & BOT. FLANGE I I % __-_---- ---_ . ----- - _ _ _ ____; ti T I x x I x x - �� _ _ _ ; I �, INDICATES 2x12 STRUCTURAL � � � I T - (TW } � fi i o w I _ � v, I -'- _ _ _ _ _ _ _ __ _ _ _ - ---- _ _ � -- - - ° � cv � n I S U B-F A S C I A I o � . __ 1 - � O O EA . IDE F WEB , TYP. �, X - r 1 � I r � � � � N � � � I � �� � I i � �� � i I r I � P R O V I D E 2 x 8 B L K G , @ 2 4" O.C. _ �' �-�`�' 6'+j 6 I� ��O} �+y ! � � lN 1 0 x 49 v (8 52'- 1 3/4") I N D I C A T E S I -J O I S T F O R S T O R A G E � u3 ALONG FIRST RAFTER COURSE r � �'' + � "' -- - -- --- -- - - - - -- --, r- - - _ - - __ --- -- - -- - I, C INDICATES 2x12 STRUCTURAL J +6, 'I O-1 3/4 x 9 1 /4 LV ---- �� 1 J �� '��' � ��j6 y- � i � � PROVIDE 5/8" CAP f� W/ � _ :_ _..__ _ .-- - - --- -- - -- - _ - - -_ _ - - _ ,�, � P. , � �� (2}-5/8" 0 THRU -BOLTS � O SUB-FASCIA __ - - --- - - -W- P- - - - i � _ -- � (3) -2 10 @ L ER WI DOW ONj� 2d NAIL� @� _ _ . � (3) -2x10 C? LOW R WIND W- � - - - � i -�� `��-6, � (ONE EA . SIDE OF WEB) G��,• I I -- - - - _ _ � _ . - - -- - -- _ _ - - ___- . - - - - -- - - - -�- -� ��� _C . (EA_-STlJ - � ° � _ ._ _ _ � ' • . 6.�'�5 � I � +� INDICATES 2x12 � �`� - - �O 3) - 1 3/4 x 11 1 /4 VL (3) 1 3/4 x 11 1 /4 LV _ - - -- .. - - - �J � LOOKOUTS @ 24" — '� I (3) -2x 0 @ �„ �- x I ;�' � � --- �, @ PPER INDOW ��O � (2) - 1 3/4 x11 7/8 LVL � I � � � I PPER INDOW ��O _PPER INDOII / �% UPPE WIND W��TT G P �- � � � ' - i � � z � �� 6' �� 6' i 805 '-4 � � r ` J � � � i i �ii ,� �i � / D P. � � ���I� � � � �� Il ,llilll � � �� C� z � , 4 15 � TO LYW �' � � � �� I �� ' � � � Z � � ��� � � �� � S11 S12 ��� � � �- �°' '� � i j ��� ��� �� ' 'I i � � , �� �� � , II�ilNllllll�4 T � .� I � o , I � I I�� II iII !II�II��I, , I � � _ EXTERIOR HEADERS AT w BREAKFAST NOOK WINDOW � � � ' (2)-1 /4 x 9 1 LVL � � `� � � `�� � � �}�O � ; ?�'�O i ;' I �'lll I ,' ' � � SARE (3) - 1 3/4x5 1 /2 LVL W/ � (SLO ING) @ HIGH u�. u'� u`� 2) -1 4 x ' -o ��, �1 ; i IIII��II� , ', ' I '� � ; ' ��i��ll'�' I ' W - 1 -�c K. . v (dj WIN OW m m m / _ 1 7/S LVL (1 ) 2x6 TRIMMER & O 6 S J J OV RFRAM W/ � \ = ' >%, �, �� i//� ' �/„ � � . � (2) - 3 4 11 7 LVL FLU H)- — F— F— � �� � / i/ �� ,/,f< /�i �� �� %� —— r __ — _ _ . . ` —_ _ _ _ � _ ' d � , IIIIIII�IIIIII!I! IIIIIIII �� EA. SIDE, INDICATED THUS _ _ __�L ,, ° �� �� � � � � � � -_� _ _ � W cn cn 2x1 S@ 24 O. C . cn J �� � � i - - -- � --- � w � 1 1 D P . � r' D P. I� � ��� � � � � �� Z CA 10 22 D PP + w w � 6, �i � I - �, S11 � �� �-� _ _ m m . . ��1� . ��� �� ��� r„i i � �I� � �li �� � I� ����� �� � ��I�i ��l �l� �� � .� �� c-� �� �\ � ��' �� I � �i� i ��l�l��l�l�lj +� iii � � � � � � � '�i �. +�5 W 10 x 26 , � � � '� (3) - 3/4 x 11 7/ LVL � � 3) - 1 3/4 x 11 7/8 L L � � (3) - 1 4 x 11 7/8 LVL � � M , � �I '� � , ii �� l �,;I�;' �' I, ' � � ' ' ' 4 Illi� l'�, Z � � � r � � r � r � r G TYP. � r � r G TYP. '� � � � � P. O O ; ;.�. J J � ,_ �,, � ,,, ! I I i; � II �I,I II ;II �� I ' � W INDICATES 2x12 STUCTURAL — , k�jr � � � � 0 80 2 4 , �� C7 S � _ax - o, � o, � � r� °.�° TO PL D. �, -'�, � � � � � r r � . � / �. r r � � � O2 - 1 /4 x 1 /4 p S 1 X x � � `,�', J x x x , J `� � `, y LVL' aQ 1 ' O . 0 � � o ° 2 x 1 's 16" O C , ° % � _ � � x '� � ; w � Ca? �- „ c� M ' a � J �/ r � r i _ _ - _ - � I O � ../'� � � �C INDICATES 2x12 STUCTURAL � I' � HAN E IN 00 PITC � � ( ' � ' I , T G �` � '� ' SUB-FASCIA, TYP. r �./� , T . � m �I �, II . � =�1 W '� �� l f � � � r � c i � i� _ ' � � � � � � � �21 '�� � � � �� � �u� �2 � �'� ��, �- ` � Z - - - -� �, L.LJ � C . V� 10�� (3) - x 0 (3) 1 3/4 x 11 � /4 LV 3)- 3/4 11 1 VL -- -- --- - (3) - 1 3 4 x 11 1 LVL - ----. -- - (3) 1 3/4 1_ 1 4 LV , ., ��� ., � � �� � �� � , r � /%f /� - - - -- - -� - - -- - - -� - --- --- - -- _ _ _ - _- - - - - - -� -� � - - _ i � i���l �1 j�'�' 1�f : �� ff _ ! ' �� . _ % . l � f/� - y - - - --��'� � — � � -� - - - � � ROPP ) (DR PED) p^ ( ROPPE } � (DROP ED) h .-. � � , r � U � 2) -1 3 4 x � � �c9 J� � � w 6� + � � 1"a` �t�" 1 7/8 LVL � � �� ' +� UPP R IND . w `� - U 6 v � � +r�, p +�' � ��O � � .% � ��'� � � � � � � � � � CL r � � � � � � . � j � ,, N r � � � w rn � 1 3/ x 7 1 /4 VL's @ 4" O.C . 0 5 p I � T / �'�� � � �P 8046'-10 I I ' — r , CONT. 2x12 LEDGER II � x (3} 1 3/4x `� r S11 in i! c�; 8 52'-4 " -� ----- -- -- -- -- --- �� TO PLYWD . � W � �"� . W/ (9) - 12d NAILS @ I �. 14 T x x ;� � T PL D. `� ���� '� � � " 16" O . C . EA. STUD � � � 5 1 2 LVL , � ) m S12 x p�' �' � O�r �' � ; �' ^ � , �� " Q � � � - UPP R WIND W � � G � � ��,r� �'r , �-�� 6 � �_ - ' �'J, N ' �'J. � (2) - 3/4 x9 /4 / I t3) - 1 4 x � � `3 ���- ��'J. L, �' .�St�' `J. ��'�`� ���t7' J. �' � � i� 1 ,. ' rO �-u'J� " � �`�� �f, `" � � W r ^ > � LV @ DO `� I 5 1 /2 VL @ �, W 6 x 9@ �'� O� `Z W 6 x 9 a'� �, � W 6 x 9 C@ `�'G � r�'J, 2 -1 3/4 x ` 6 �� \ � J " 6' UPPER INDO UPPE WINDO UP ER WIN OW PPER NDOW � ) ,/ "��� 2�� 0 ENING � �' \ �6 J L - - - - - - - - - - - - - - - - - - - 11 7 8 LV _ � - - - - - - -- ._ _ __ - -- _-- ---- - - --- - -, -- - _ . _ - - _ _. , . �� ��,; ; � /�� 1l/�l _ � f� - -=�1- - O � - _ _-- - ----_ - -- --- --_ - - . - - _ _ � ,l _ ( } � J L �_- ______ . __ . _- - T _ � I I r - , r {2) 1 3 4 x9 h/4 VL -- - --� (2)- 3/ x 9 1 /4 VL �� - - I (2) -1 /4 x �1 / VL ra I (�}- 1 /�} x� 4 LV � i QD r P. �{ � '' y O O � L WER WI DOW - ') � l��l 1��11 � �J z U � � J� �- 0 P � � P� @ LOW R �PE ING � II J J� @ LO R WIN OW V P. J� @ L ER WI DOW %� ��- � �� �. r � !� ,-., '� J M L � � TYP . @ BRG , � � � CON . 2x8 EDG R i � i i � W z o W � r�,, L � - - _.. _ -- i W/ (5 - 12d AILS @ '�� J � . ! 6, I � O x I �I TYP. x 8's @ 1 „ O. C . 1 6" 0 C . (E . S T D} ; � ; � z � � > < �p v � I CO . 2x12 EDGER ( _ _- - _ --- 3� - - -- _ . _ - -- - -- � � � � INDICATES 2x12 STUCTURAL � � �` � I � j� W/ ( }- 12d N ILS @ � � � Q � - -- --- � J W SUB-FASCIA, TYP. A V � � � 16" .C . EA. TUD W 6 15 DR PPE 6 x 15 DRO PED 6 x 5 DRO PED O N I '�� OG TYP. s� N � I I � ) � � � � � -- - - - � i cL � � I Gji GO �� I"� . � � ', rs rs ��S � � � � 2)- o o -- - - - -- - - - 2X6 I C 1 � � (3) -2x10 - --- - - ' J � � � -- - - - -- -- -- (3 -1 /4 x 9 1 L - - --- - � I � --- -- ._. _ - - _ _ - -- -- --- --- __ __ --- S10 II� 8 52'-4 � Q T � i / I� � T PL D. r . I I ��I � O 'II � 'I T . X CD � � I , Ua I `Y' - -- _(2) -1 3/4 x 1 7/ LVL �J LP . 2\ .ac6 T I EXTERIOR HEADERS AT SOD � I, I � ( 1 ) 3/O4'N H U BOLT @,12" O C . 8052'-4 " ROOF ARE (3) - 1 3/4x5 1 /2 LVL I - ----------- -- ! I TO STL. W/ 1 -2x6 TRIMMER & 1 -2x6 T ! � ,I , C 6 x 8. 2 24" O. . DECKING t ) � ) � - ---- -- O7 - -- ----� ; K.S . EA. SIDE , INDICATED X � THUS i ' - - - _ _ _ - -. _ -- - -- - - - -- - - --__ '� _ � - --- -- -- -- -- W 8 x 24 (8052'-21 /2'�) -- S . � r J �,s � � ' __- ___ __- — - ----� h � SEE SHEET S7 � 1 1 /2" x 1 /S" STEEL GRATE 11 DECKING (McNICHOLS CO. P R Q � E C T : 0104-05 S10 GW SERIES OR EQUIV. ) , CANT. D RAW N BY : JPL REVIEWED BY : JPL UPPE � FL � OI 1 / LQWER DATE : PERMIT06 . 17 . 05 REVISIONS , RUO F FRAM I N G PLAN SCALE ; 1 /4�� - , �-o � o � S 08 . 09 . 05 N PLAN NOTES: 1 . FLOOR JOISTS ARE 11 7/8" BCl/450's SERIES @ 16" UNLESS NOTED t�THERWISE 2 . FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED° 3 . TOP OF STEEL BEAM ELEVATIONS ARE NOTED: (####'-##} 4 . FLOOR SHEATHING IS 3/4" T&G APA RATED STURDIFLOOR , EXP . 1 , SPAN RATIR '=� 24" o. � . U PP ER FL00 R / 5 . ROOF RAFTERS ARE ac12 @ 24" UNLESS NOTED OTERWISE 6 . ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED" 7 . ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP . 1 , SPAN RATING 40/20 LOWER ROO F 8 . POSTS CONTINUOUS BELOW ARE INDICATED : � POSTS FROM ABOVE NOT CC: NTINUOUS BELOW ARE INDICATED : ❑ FRAM I NG PL/'1N � 9 . INTERIOR STUD BEARING WALLS ARE INDICATED : ��'� � � 10. Q INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1 11 . DO NOT SCALE DRAWINGS. ;:��. , � , . � y, �,s, , � \ . `� Y , ' � , 1 ��n� �t�� '� �V9 ; / �,\ " � "' .� w 4C. ` �l � "` �� � i � � �+..r � � „ � nv[ � . i � � � � � �. +Y .�RY �" / . � � � �� �raM. � n � � � � �',�1 rrg `" ___ � � � ' � � � � ����j � �`��` , . ` ✓ � �s � ���'� � :� � �. '� "� i / \ - � \ � N O � , , , , , % ' d' C4 r M ; ; N � I'�. M ; ,, _ _ _ ___— -- - � . . � C� O) I I � � � � I 3 � V O O TYPICAL EXTERI �R HEADE� ?S S1 ' ARE (3) -2x10's W/ ( 1 } -2x6 '' � Z O) CA TRIMMEFi & (1 )-2x6 K. S . EA . �" � a � SIDE, INDICATED THUS ' J 1 Q � �I i (2) - 1 /4 x 9 LVL _ - - --� - --- —_ _ __ _ _ �-- _ - . - �- i � , , ! ', �� �I II - - - __ _ _ _ _ __ _ _- - -- . �-�--- _ _ - - _ -- _ ____ _ _ _ � � 'I Jy. _ -- ---- - --- - - - — - - - -- - --- — - - - -- _ _- _ _ ___ - , � � � N , ,,� i , � � � � ��� i , I (3) - 2 x � ; , _ _ _- __ _ ._ ._ _ � � J �' � ,_____ .. .. . . ._ .- ____- _ - _ .... _ _-___ . __._ �__. _� � 'I r' i � � G� TYP. � � ` • - � � � �; w � �� w INDICATES 2x12 STRUCTURAL +� � � � � ;" �\, � N SUB-FASCIA, TYP. � O ERFRA E W/ Q � � I � r �� � 0's@2 " O. C. � �, `, x � ��, r �� INDICATES 2x12 C — � .� � � � � �� o ; � LOOKOUTS @ 24" r� � �� ; � , � � � I C� � � , , , � � � �, � ,��� , ,'�� � / �� � �� " II I�I �� II �� Z � l` / � � I II � � ���� , � I I��,�IIV � 2 - 13 x11 7 �-; IIi � � I II � ��"' � - _ - � ' 1 ; — 2k6 �;� � � � ? � � ' w I I " ° II � r' j � '�� � � S 12 , �� ii � r � N I�IIIIIIIIII I I I ' � � � '� (3) - 1 3/4 x � Q TY . Q ' , � � W � � 91 /2 LVL , , � ' „ � � � _ j ��� ��, ' � I W - - - - -- - --- � i- ' �- --- � --� - %; �� �,, �,, �, �I'��� � ��' � �' � �� I� '�, �� � , , III, ��, � i � r� � � „ � Z � � � � � � c�S W � � ��� '� � i � � 'il� ll' II� � � , i I � �i ', ��� — � � � � � I �� -� � rn �.o o rj. � � �;, ,�i �,��j���l; ,�j�� I C7 i .� x I � �'�, 2 12's 6" O . C . R �, `� � �, !, �� � �� � '� � i , �� �-o @ � I , � , , : � � ���� � � � z � ii , � . , � �il � i i � . _ , �� �'�� !� � � � ��' � i �� 1� 3/4 x 11 1 /4 VL's @ 4" O. C . � ,' � ���� � � � ;�I, �II� I � � � �!,��� I�� �IP�� i�i���� W , � ��; , N � ;: ���, i . I � _ � , � '��, i, .� ___ __ .� 1 � � � � , - � � � r�- � � � � �-= � _ � � � � � �� � � � � i DBL. LO� ,OUT � � � ,� � , 0 i; � � + � _ — --- --- __ � �� � � � '� " __ l _ � �� -- --- ,i__ _ — -- I I. _ — L J I ` ` . yJ , , J o j 6 ' `� � c� x i i '� � � , r N CON . 2x12 L DGER � � x ,-.� ! 6 �1 ��� � � � ���� � i �'�l' / ( -12d N ILS @ 8" O,C . ,._ � ,, �, ' ' � l i�l 11�1,'��lfl 1//l/I%� ��1�/1/1/ fT��" �� � i r � _\ _ _ . _ _, �J 1 /- - -- � __ __ -- _ _ - ---- ---- I I T �� 1 . _ �i _ . - . —_.__ _. __. _ i I _ __ _ ` . _._ . __ .__ _ . . . . ... . . .. . . . ... .. _. . . � `. � � .� �� � i � __ _ . . ..... __ _ _ .._._. ___ . ___ ..__.— . . . _ _ _ ._ .._.-_. ._._ _._-_. ._.___ . . . . . .. . - -� I M I - vI I � _ _ - - � -- 3 - 1 3/4 x 5 1 /2 LVL � , , � . � � ��, I - --j � UPPER WINDOW I !, � ; I � � � U � , o .- � N W w O I G� TYP.' � �, � . T T � — !, ; � (2) - 1 3/4 x 11 7/8 LVL ' ' � I � � I @ LOWER WINDOW � =r �- - - -X � v x � � � � � � � � � � _ � � � c� � li � � � _ _ _ _ _ _ _ '��.=- r ' r � � O i � � � � , � � � " WUo� � � � � � � � � T I � �,?�'6 � Da� , �'�'k� �P �� � � ��� _�_ _—_ _ .. _ _— _ _ _._ . _ _ �_— I 1 _ � - - �- --- ___ __ _ _ __ _ � � - - � -� m - -- - -- - - l�i� _ /rl ,� _ -- , .i :� � , f� - --- ----- --- _ _- --- -- _ _ __ _ - -_ __ __ , - _ _ . -- -- _ _ _ - - _ _ ___ __ _ _ . � � , Z � Q � � - - ,l� . - - � �� � ���� � -�� ; �' �--�--� � � I � , . , � �� -- - - __ _- � WALLS TO BE FRAMED � � � � Z v��,� W/ 2x8 s@ 16 O. C . ' I ' Q O O � � � � � o ��, .� �I o LL� � V T t I x � X � ' � � � 'S I' y '��\ : I S � � J � U " ` ' � 7 � W � � w I Ii ' ,�6 �� 94° 21 GO TYP. TS L � Q TYP. @ BRG . --`'�.,. ; i R�3� ` 4k4 I � 7 O � ; � D��I- �I'uj � L � j �� I � � � ' W 10 x 45 `�' , ., L BENT STEE ' BEAM t Q W � . . � t v n c � I . r J � �� _ _ _ __ ____ _____ ___��_ _ _ _ __ ____ ____ � . Q � � W - -- _ - -- i �J�, 94 ��, , I ' L�L� 0 S11 � ! � O � ' � � r - - --. I _ __ _ __ ? � ' INDICATES 2x12 STUCTUF�AL ''� '� ^ Q NP. ��'i � � � i — — 1�'�/�/� — —_ _ — — -- I SUB-FASCIA, TYP. �,, ° �!� � + �- _ - - - _ _ � , I ° � i x I -�' X � T— �'� WALLS TO BE FRAMED _ ��_ -- � � � �� �I, '` r� � ° HEADERS I I� � W/ 2x6 s @ 12 O.C . TYPICAL EXTERIOR @ TOWER REFER TO � ' � OL TYP. � ARE (3) -2x10's W/ (1 ) -2x6 11 GENERAL NOTES � � � TRIMMER & ( 1 ) -2x6 K. S . EA. r5 3x3x3/y ; S12 � i ,�,_�6 tg).2�c6 SIDE, INDICATED THUS `-'-----_._ � I 1 � y � ', I � __ _ - -- -- - - _ -- - -- ---- -- REF. ROOF FRAMING PLAN � I � � 0 C NT. � ✓ W B x 10 �Q �1r�,T � G , , FOR REMAINDER OF INFO. P � INDICATES CONT. ac8 SEE SHEET S7 LEDGER W/ (3) -12d NAILS _ .. � rn rn __. . -- - -- -- _ PER ARCH . " ' @ 12" O. C . (EA. STUD) TO FINISHED -a LOFf d' - _ _- _ _ c�' _ -- --- � t ; -{ WALLS TO BE FRAMED WALLS TO BE FRAMED � ' W/ �c6'S @ 12" O. C. , � W/ �c6's @ 12" O. C . � ; � @ TOWER REFER TO @ TOWER REFER TO VI ; � GENERAL NOTES ', GENERAL NOTES i I - 6 D R O W N CB Y : OP Q 4-O 5 �2�'�6 2( ) - 1 3/4 _ _x � 7 1 /4 LVL -_ ' 2� � W 6 x 15 COL - - – ��ROPPE�� REVIEWED BY : JPL � -- -- -- _ —_ _ -- -- __. � N� �CATES CoNT. �ce � Typ. � � o D A T E ; PERMIT 06 . 17. 05 LEDGER W/ (3)-12d N ' , � � FULL LENGTH 3�16„ NAILS @ 12 O. C. � � i, � L 4x4x1 /4 x0�-a w/ R E V I � N ; �. � p ,,� (1 } -3/4 QJ THRU-BOLTS C � IS 08 . �9 . �� . - O J L . 2n 2u . . — �— --- � �-- I,� - . . __ .. - ---- � - ___— . _.___- . _ .. ___. . _---- .._ -- ✓(/ . WALLS TO BE FRAMED �- _ - - � 3/4 -x 7 1 /4 LVL _ - �-r C SCALE : 1 /4 - 1 -0 � �2' s�o U PPER f� ��� QF FRAM I NG PLAN �� _ � W/ ac6's @ 12" O. C . `', 1 ' V @ TOWER REFER TO W 6 x 15 COL. PLAN NOTES: s5 UPPER ROOF / GENERAL NOTES 1 . ROOF RAFTERS ARE 2x12 �;. 24" UNLESS NOTED OTHERWISE. 2 . ROOF BEAMS ARE FLUSH F�AMED UNLESS NOTED "DROPPED" LO FT F RAM I N G P I.AN SCALE ; � /4" - �I ' _O 3 . ROOF SHEATHING IS 5/8" A 'A RATED SHEATHING , EXP . 1 , sPAN RAT� NG 4o�zo LOFT FRAM ING _ � 4 . POSTS CONTINUOUS BELG :N ARE INDICATED : ■ POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED : ❑ � /� Q 5 . INTERIOR STUD BEARIIVGV!.ALLSARE INDICATED : �l�%1jf;_ PLf"\ N C�l DETAILS PLAN NOTES: 6 . Q INDICATES CONNECTIC- J TYPE . REFERENCE SCHEDULE SHEET S1 1 . JOISTS ARE ac8 @ 24" UNLESS NOTED OTHERWISE 7 , DO NOT SCALE DRAWINGS - 2. FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED" 1 SCALE: 3/4" = 1 '-0 3. FLOOR SHEATHING IS 3/4" T&G APA RATED STURDIFLOOR , EXP. 1 , SPAN RATING 24" O. C. S5 4. POSTS CONTINUOUS BELOW ARE INDICATED: � POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED : ❑ 5. � INDICATES CONNECTION TYPE. REFERENCE SCHEDULE SHEET S1 6 . DO NOT SCALE DRAWINGS 2x6 EXTERIOR WALL PROVIDE I-JOIST BLKG . 1 /2"0 x 1fl" A. B. 's @ 48" O. C . >"�-� , ' �,i, , `'.r � arorewrv�, � e � � � . � _;�: A �_(�Sl mq���� ' � PANELS @ BRG. IN CONT . TRTD . 2x6 f{? 8043'-7 3/4 1 1 /2" LT. WT. TOPPWG � 1 /2" EXPANSION MATERIAL � � � ;, . _. „ �.� Z ��°�� � TOW � 3/4" T&G PLYWD . 2x6 EXTERIOR WALL 4" NUMINAL CONCRETE SLAB ON Y � a '�"' ' ;� � °, ,- • � S+'9 WATERPROOF MEMBRANE � � 'd 7 � ' � � - - - - - - 6042'-10 STONE VENEER ON 1 1 /8" PLYWOOD AT GARAGE u� � � �r 4��\ �, �k, w � TO PLYWD . PER ARCH . REINFORCE SLAB PER PLAN . ' a 1 /2"0 x 10" A. B .'s @ 48" O.C . a . SLOPE SLAB IN CONT. TRTD . ac6 F� 8055'-4 � � � M TOW & SLAB • • �' ° 4 ° ° 8054'-11 3/8 �, , @ PERIMETER TO PLYWD , N � I�- M 11 7/8" I-JOISTS PER PLAN � 00 CONT. TREATED (2)-2x12 a . � ° r TOW = 8043'-7 3/4 Q � � LEDGER 1h/ (2) -5/8 QJxB o SEE � > HEET S2 O � � EXP . ANCH . @ 24" O. C . , TYP, a ° CRAWLSPACE #5's CONT. HORIZ. ° � TOF = 8037'-1 3/4 m (� a _ . @ 16" O . C . O O I�- f� a _ T`� � � Z � � #5'S CONT. HORIZ � O NP� �j � � @ 16" O. C. ° 4�� �� TOW = 8042'-7 3/4 TOW = 8042'-7 3/4 _ - _ ° 8 0 5 3'-0 1 3/4x14 LVL @ 16" TOF = 8037'-1 3/4 BQ� :�'- 10 , _ M� �� � � Q �- � TOL a TQ : ����� T O F = 8 0 3 7 -1 3/4 �,.� c� T #5's VERT @ 16" O.C . ° ` � "' °' 2x14 BLKG . PANELS @ 24" ! 6po 4�� 4 IN FIRST JOIST SPACE W/ (5)- '�r INDICfATES CONT. #5 DWLS . x � ° . '� DRG� 'PED , 8d NAILS INTO EA. PANEL , TYP. 7 E ) a' TRE�. a ED (2)-2x12 � �j @ 16" O. C. N ° � _ - , 6�� ° � � CONT. TREATED 2X14 �'` S� ( j°� ' FTG. `'�" � � d ,� 5/S°Qz;;B" EXP. ANCH . �- a LEDG� R W/ (1 )-5/S"fQx6" � - „ , STEP \ � '- r" TOW = 8043'-7 3/4 " . , . � a � (2) -#5's CONT. EXP . ANCH . @ 24" O. C . , r � TOP & BOT. a e . TYP . WHEN RUNNING �n TOF = 8037'-1 3/4 I � O f � �, _. PARALLEL TO JOISTS �� ' - a 5 I `' � 8043'-1 \ TOW = 8043'-7 3/4 a-' � � TO SLAB \ TOF = 8039'-9 = 8037 - 1 3/4 a. ° S6 , � TOF a a . I � � �� TOW = 8043'-1 � C Q a a �o o TOW = 8041 '-7 3/4 I �_;_ TOF = 8037'-1 3/4 >w , I w�� � �,�-��, i ,, . ,, �� , , �P; ' o � �!ii t„�} a � .� . . 4 � � m � r I I I II �/�il�Illi�m�l��l�f�II�� � ° �o TOF — 8037'-1 3/4 /'�:� � I� � �� �� �� ° � I �� �� �� �� �� ,��i� � 4 S 4 � p � � � S6 � �, ��� �II I � �II� I��� I ' i��� �� 1 � o TOW = 8042'-7 3/4 � il � i ;' � I�, III I � � � �� , ��� � I � I� I, � Z � � 1 '-4" � #5'S VERT @ 16" O.C . ; ° � � � � 3 '�2 ��. � , � TOF = 8037'-1 3l4 � ��Ill� lljl ° � � �� �, \ / � ,. „ , EA. FACE INDICATES CC�NT. ; . � „�',��, ��'�� ' ' I I I 5 SCALE : 3/4 = 1 -0 ° DROPPED �� �:,-� � j / 2 I� �I �I IIIIIIIII �I� ` ' I I � W � � � R � � S6 ' � TREATED (2)-�12 3�� � ��� � � � �� � � � j 'j , j'�' ��I���„ I�i ' � � � � W �� �� � �� #5s CONT. HORIZ �_ / ' ' , j� , ll,lq, � 1 /2 OJ x 10 A . B , s@ 48 O. C . LEDGER W/ (2}- W = 042 : ' 3/4 \ i li � , IN CONT. TRTD . ac6 R @ 16" O. C . EA. FACE a 5/8"f11x8" EXP. ANCH . �� � � � � �� TOW = 8042 -5 TO = 8 7 1 � � � ' i �ll� � � iij �� Z 2" CLR . � 10' � 24" O . C . , T`(P. � ,�` � _ ' � ` � '�lill �� � � � �,, � I � - �6 STUD WALL �� . � , = � � � � , � � � � , ��I,�, � I ��� I ' ' I I � � 1 1 /2 LT. WT. TOPPING � � 80 -10 TOF = 8039 -9 � � I � I (} IIV � � �I � �' jl � #5 DWLS. x � � � � � TO YWD . `�� OO P. � �� � ,,, � , ; � � I-JOIST BLKG . PANELS @ 24 _� ` �OW = 8043'-1 � � ��"'� ` I� IIIIIIIIII � I� � � � �� ���,� �, ��� � I � �I Z �� � @ 16�� r� a . � ., `� / TOF = 8037 -1 3/4 � � � � � ili�llllj � � � li;�il'�� y ' i ����!,II� ;'i ' 4 CONC SLAB IN FIRST JOIST SPACE W/ (5)- � _3 . � � � I i� �, �� ( �� W PER PLAN � 8d NAILS INTO EA. PANEL , TYP. a � � � � � � % � 3/4" T&G PLYWD. (2} -#5's CONT. a a \ ,. 3 �" \ � 8043'-1 TOP & BOT. T W = 8047'-6 3/4 �` � / TOW & a. : ; � . � - - - - - - Bfl42'-10 TO = 8037'-1 3/4 / \ S9 3 ' S6 ' 8043'-1 � • 3 SLAB TO PLYWD . #5's x 2' 2@ 16" TRANSV. e a \ \ TO SLAB \ TOW = 8042 7 3/4 TOW = 8043'-7 � 1 /2" EXPANSION MATERIAL / ^Y = TOF = 8037'-1 3/4 �,6 a (5} -#5's CONT. LONGIT. � -3 FTG . \ �� ,.� � � �- TOF = 8039'-9 � � a ' ° 4�� CONC SLAB �. �=,_ ��� � • ,�� / � �, � STEP 6 gp�.;3�_ 1 cP � TOW = 8042'-5 � 1 /2" EXPANSION MATERIAL � m PER PIAN TO ;�LAB <�•c� i' / � \ / / , � TOF = 8039'-9 � , ° _ a 8043'-1 ., @ F ERIME R �` / �,O J, � \ v a N ° TO SLAB / S� � - 11 7/8" I-JOIST ° ' - = 042'9 ° 8042'-9 ° � __ __ --- -- -- --- ---- - . ... __ - - - _ ____ � ,� ` T0� = 8a43'-7 � TOW 8 CONT. TRTD . 2x12 LEDGER W/ a ? a @ PERIMETER ,. F C (2) -16d DRIVE PINS @ 16" O. C. � � PER PLAN TOF � - d Q a. �,� oQ� �,� -- _-- _ _ _ .- -_ __ __ , T(�F = 8039'-9 TOF = 8039 - i N \ z � � ° . a 9 , ° . o \ 8043'- 1 �'�,� �O ! � 9 i \ I ' � � � S9 i a a CRAWLSPACE a . , � '- \ ., „ 2 �� TO SLRB / � �` j� \ / � �� W #5's CONT. HORIZ � � � � a � � . ° � a � ., @ PERIMETER , j � 8043'- 1 � , ;� ;--�, � � -,� � , - ��,� � � _ � � � ; '� � _ �— _ � ,. �; � � � � � � i @ 16" O.C . PERIMETER DRAIN � TOW = 8052'-6 3/4 / TOW = 8054'- 10 3/4 / TO SLAB � 8043'-1 \ \ � a' ' U � � � PER GEOTECHNICAL 1 -fl 1 '� 8 ° v >o TOF = 8042 -9 / TOF - 804� -9 @ PERIMETER % TO SLAB � � � � � #5's VERT @ 16" O.C . ENG. � � O � , ; � / / <O � � �: � 4 . � 2 -8 8 TOW =-- 8053 -6 3/9� BM , POCKET i' �� Q � ,�� ��V� � � � � , ; \ / / AF` �,O/� � ` TOW = 8�55'-4 � " 1 M #5 DWLS . x � e \ � S9 TOF = - 8042'-9 ;� ���' � TOL = SLOPING � \ Q� < � W � .. /� �;- @ 16" O . C. cv ° . / - �- ---- - - -- - F D -�,� +'- � ^'�_� TOF = 8039'-9 cs, <� z � � — 6�� � BM . PC�CKEf / �, Q� �� ,� TL?W �= 8055'-4--- - -_ _ _ ,� i� ) Q � � � � � � � � 2 � SCALE : 3/4" = 1 '-0 ��� �� � � 5��� ;' � TOL = SLOPING , ;, r? � Z (2}-#5's CONT. S6 , � ' �'�� TOF = 8042'-9 FTG. c,� a ;! � > TOP & BOT. ° � � � � 1 � � STEP � � � �° ` � � � � � \ ;,;; ; � . ,,;-,,, � � I ' ' , 1..1..! c,, \ .� � / � ` ° � S6 TOW = 8054'-6 / �BM . 10 � \ -`; �-,. Z O O a. o � ,, . �� � ;�'�� ° � � TOF = 8042'-9 j _' POCKET S12 '� \ � � 8037'- 1 3/4 � / 8043'-1 � , , - TOW = 8047 -6 � � 4" NOMINAL CONCRETE SLAB ON � �� " � �� � �a=� � ' �� TOF = 8039'-9 �� � � � � U (1 ) -#4 CONT. �, , / - _ TOF � a � ' � WATERPROOF MEMBRANE � ' �� p'�; '�� `R � � TO SLAB � � � � � " � � � � � - � W a � ON 1 1 /8" PLYWOOD AT GARAGE. �,, '� 9 '� @ PERIM �T-EF� ;���% � "' �' 2 1 J W 7 °a �° REINFORCE SLAB PER PLAN . 'j J� , �� �` � 1 � L 1 TC�N = 8053-8 % � � � �� � � � � �,� � � � � � � l � � I''� . � `.J �, � �� 8�� 4�� � � SLOPE SLAB � c� S6 � , F = 8Q42 -� ;, � � � 8055'-4 � � Q � � 1 �_4�� TO SLAB . ° .. � . a a o a. a �' �l� , � � � /� 1 � � � � 4 SCALE: 3/4" = 1 '-0 @ PERIMETER ' a 8054'- 11 3/8 _ \ \ i X � . ' ^Q� ��` O � I� W S6 8054'-6 ^ TOL = 8053'-8 '�`' _ TO PLYWD. TOW - 8055 -4 , � �'� � � TOW = SLOPING �� � � �,;, _ �✓ TOW � • J TYP. � 'a � TOF = 8042'-9 � , �� � � ��,� TOF = 8039'-9 ,' � � ° 0 2x6 STUD WALL ° � \ \ _ - � WATERPROOF � � � � � � � MEMBRANE PER ARCH . , `'" Q, . TOW = 8057'-0 2'�O �, � � 1 /2"Q! x 10" A. B. 'S @ 48" O.C . � � ; '_ ° `` � � , ;,,, \ j � TOF = 8042 9 � � TOW = SLOPING � IN CONT. TRTD . �c8 F� � � oo, �,, � ,_ 1 4" CONC SLAB � 2 -0 y \� �p �\ �' =� TOF = 8042 9 i 1 1 /2" LT. WT. TOPPING � , 1 3/4x14 LVL @ 16" � ,�' PER PLAN #4 DWLS x Q � o � �-�,� ��,��� ��„�_�-� � �� - 24 cv � � . C�NT. TRTD. 4x�4 W/ 1 /2"Q� � ` (' � ° ,�,�.D�� � � 5 1�� � 3/4" T&G PLYWD . 8043'-1 , x 10 AB s@ 24 � � � � 0 ' , -' 1 TO SLAB - - - - - - 8042'-10 #5's CQNT. HORIZ. 4" 4" ° @ 8" O. C. a �,, �-, � @ PERIMETER TO PLYWD. � `�: � " - � � sr. , ,. _,�\���- � � p 8042'-7 3/4 � a . O �,P T�W #5's VERT @ 16'' O. C . Q d , . 1 /2" EXPANSI�N MATERIAL ° " ° ° � 1� � ISOLATED SPREAD FOOTING SCHEDULE , a ' � 11 7/8�� i -�oisT PER P�a,rv ° �2 � LABEL DIMENSIONS REINFORCING � CRAWLSPACE , _ ,_ ,_ , ,_ P R 0 J E C T ; 0104-05 A 2 0 x 2 0 x 1 0 (3) - # 5 s x 1 6 EA . WAY ° ° T #�SBDWLS . x � ° '` � B 2' -6 x 2'-6 x 1 '-0 (3) - # 5 ' s x 2' -0 EA. WAY D R A W N B Y : JPL #5's CONT. HORIZ. a 1 �'� A ' _ ' _ ' ' ' @ 1s° o. c. , ° 4 C 3 0 x 3' 0 x 1 �0 (4) - # 5 S x 2 -6 EA . WAY D A T E : PERMIT 06 . 17 . 05 #5'S VERT @ 16" O.C . TOP & BOTO.NT. . D 4 -0 x 4 -0 x 1 -0 (4) - # 5 s x 3 -6 EA. WAY R E V I S I O N S : �'� 4�� #s�s x 2'-2 @ 16° TRaNSV. � REVISED PERMIT 07 . 27 . 05 GD 's 08 . Q9 . 05 #5 DWLS. x � ° 1 /2" EXPANSION MATERIAL Q REVISED 08 . 31 . 05 @ 16" O. C. 6N ° . (5}-#5's CONT. LONGIT. ° A ° 4�� �oN� S�B G U E ST �_� I N G F O U N DAT I O N P LA N SCALE : 1 /4�� — , �-o (2)-#5's CONT. ° U � PER PLAN � I TOP & BOT. N � d . 8043'-1 t� l I V � TO SLAB PLAN NOTES: 8042 -9 ° � ° @ PERIMETER 1 . CQNTINUOUS FOOTIR� �S ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE G U EST W ) NG 4 TOF � tr � 2 . CONCRETE WALLS AF; =� 8 THICK UNLESS NOTED OTHERWISE 8037'-1 3/4 a ` e a. . � 3 . CONCRETE FOOTING�: ARE 8" THICK AND 1 '-4 WIDE UNLESS NOTED OTHERWISE TOF a a o a ° 4 . CONTACT ENGINEER i = OVER-EXCAVATION IS REQUIRED TO FIND ADEQUATE SOIL BEARING FO U N DATI ON ° ' � � � 5 . FLOOR JOISTS AF� E 11 7/8" $Cl/450'S SERIES @ 16" UNLESS NOTED OTHERWISE . a � � 6 . FLOOR SHEATHING IS `3/4" T&G APA RATED STURDIFLOOR , EXP . 1 , SPAN RATING 24" o. � . PLAN & D ETAI LS PERIMETER DRAIN 1 4° 8 � 8 � _ � r . SOTEPS IN TOP OF FO� ''JDATION WALL ARE INDICATED : � _ 4° 8 4�� PER GEOTECHNICAL � v 8 . INDICATES CQNNE; �TION TYPE . REFERENCE SCHEDULE SHEET S1 1 �_4�� ENG . 9 . DO NOT SCALE DRAV� ; �IGS . VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION . 2'-8° 3 SCALE : 3/4" = 1 '-0 1 SCAI_E : 3/4" = 1 '-0 S6 S6 � � �� � r �� . f v`,� ll • � � . ` J . . �:x { . .. . . ;'��i � fi ,% ���. . �� v`' �. r � � � tis,t ,yr,� � . Y �Gnt�� 4 �� i� Y ' u'd'+ . . � . � �.:P ai«.. . y � fny �, � m ,� ��, a�d . ,� (r'� �., 4:, z C , p; � e� � . . . , ,"�� `' ,`��a,� G . _ - R' � x �� S. � � � � � � ��'������ `� �°� � ,.� � '�z.�y„i � � c°� °oti d- co � c� N r I� M � � � � � � � � V O O � Z � � � � � SEE SHEET S5 Q � � <� EE SHEET S4 � c I i -�� , o _ I � � a.., _ - -- - ; _ ��.� ROOF DRAINS � �. V � � PER ARCH . �� � �i � � � � ' �, `� TYPICAL EXTERIOR HEADERS � � � � — 1/ ` A' � . .� c-�o �j � ��'� II � � 'iilljl � i � �f"��,`�,`� I � � ` TRIMMER & 1 2x6� K S EA, - � � � ( � � i�'� �I��I � U� C7 �' � ) i � i � � i � ' i� � I�� III!I�I, �jli" , � ` � ` '\ SIDE , INDICATEDTHUS 'T� � U I , � I �� � I i� �ll 'I �I ' ��� . / / I� �\ ., . \ . li .. � C/} . ,. � iil.� �l� 'I a �i ' i �II ��III II�I`I Z � _ J� , , � ' � i > � CONT, 2x12 LEDGER ,i�, �l�� l ''�� ��� �', iWiii ; � � , � I --- � � � � �, i� li � � ���, i � � � � \ � � � � �/ `� \ � W/ (4)- 12d NAILS @ ��� i � �� � I ��I�� ��i �l ���� li� W � � f -2xg C. P, ! ��'�� � � � � '- / � � �,. 16" O . C . (EA. STUD} ��' � � ;'� � i � � �I ��il ����doill�� !III ; �� � � � � � �II � �� III' ,I � �� i' i �� il / �, � '� ' �� \, \`, %� `� x / , , \ \ I� , , � I� ' ; , �i�illli,I � IJ � �� �i) i�Il W � �\ , � � EXTERIOR HEADERS AT SOD ' � . /� � 2y-� � I �I i� Z �\ \, � �, � < ROOF ARE (3}- 1 3/4x5 1 /2 LVL I `'' Q �yP . � \ � �, '� , I INDICATES �c12 STRUCTURAL / ` � �� � \'� W/ (1 ) -2x6 TRIMMER & (1 }-2x6 T � � `�' �\ , ' ' — I / O \ '.\ � �� \ � \ � � � . � ..,, 'i i I \� � I II I� SUB-FASCIA, TYP. � , �y- �, � /� ' � K. S , EA. SfDE , INDICATED ' I • ,� � � �� \ THUS �2 _ \� � c� ' �;II� II� � ;'' '����I �� I I� uII �� II ,'� I�' �I'ijC3 INDICATES �c12 \ \ _-_-- - -- f \\, � ^ 6 I ' i I���I ' , , I; II , II�'! Z LOOKOUTS @ 24° � \� \ ` ` � � - --_ \ > > . , � ,, S12 , �II, Ilililll , , � ' � I�� O . C . , TYP. � \ , \ i //2 / ^ ,�� / `�..\ P .^ GP� TO STL. � � � III W SHED ROOF TO BE � '� � Tl'P. / / ` � ` DECKING / RFRAME W/ , �5 \ `2�_�jc6 CONT. 2x10 LEDGER W/ � �' /. 2 �� (2)-,�g � � � 2x8's @ 24" , , ' FRAMED W/ 2x10's �� �f PROVID 4 C. P. � / � � @ 24" O , G (7} - 12d NAILS & (1 }- 1 /2 �Q � `31 (2 6 �� �. � � --\ �3)�2X6 `, @ 4 O RA 0 �P' / x 6 LAG @ 16 O, C . (EA. STUD} � / 7 _ ---- \ % � \ - � ��� ----- n'- � � �C� � � � 1 1 /2° x 1/8" STEEL GRATE \� , OW � ,, � \ \� � �� f�4J, 2 `��2 � � GW S R E5 OR EQ O�S CO. ' �� ���_� �. \ , � , 2 � � \� \ /� � `'�'6 j� a'6 \ �' ` � � 2 �2 � �� � �V � � �/� y � ) � �V<w f � , � � �\ / , � �0 F�AT � � � � l2�"Z,cf \�. � �� � � � �)-2xs � � � � '`� >��� \ ` , c� � QI � OQ . , , � TYP. � � y � � , � � y � �� `''.f •. � �� � � ��� � �� , �V��;, „ � ' " �c�� . � �� •. � � / 6 < � � � ; A�` ,. � -� -- � � i�. �� y _ ��''�, �� `� / � , � � A TYP . � � � �,� � TYP. � y � t �`u, � � � � TYP . @ BRG . �r)- �.� � 2 � ) �c6 �� � � % � � \ ,, �. � ` �� �`� � , \ � � � 5 � �, A `31 " � / , ` � ��`� `.� �r� , � � \ � ` / j � �\ p J ., � � � � �, A �V ` s � � �� i � � , jj O �21 ' 2 � y �� ��� �'� i'� ' � �' 3x3 �°' � ���ti� ` � s , 2 W � ��� �� p s .� � � � 6 �, � � �� � S1 , '�, �� � 16 , G � G � � — �, �i� �� � � � � �� � (2)"� � '�, / > j.- y � 6�� � � � � � ° � INDICATES CONT, 1 1 /8x11 7/8 \ �� � '; ' � � Q �'� <� � � � ( , � k � � LSL VERSA STRAND RIM-BOARD � ' 8053'-9 v �'� � � �.� ��� `� << � (1 - � �i ��. � �'� o TO YWD . � > �ti �� �o � '�� Z � � O � � ) 2x � (2)-2x6 , , � sr � ��V`a' �. � 31'?,� ./ (4) -�6 � �� p PR E ac ,, � , �� U , �� ,�D� ^� � f �\�`.��31�� (2) -1 3/ 1 /4 LV � ?� ���, � IPPLE L '�C� �� \`� W U � 3 � �\ � �p�'� �G TYP. r � ��., < @ HIGH INDOW : � � AS NE D �'� / � �2�, V � � .. S1 � � �2� � �� / � � � � � �� � -2x6 �� v �� (21 �� � A �P. � P IDE 1 1 4 LSL /�� \ Q z � � _ (2�'� �2)- �1)-2X� � OVERF ME W/ � c� � ` IM-BO � � ` � / / � � � x10's @ 4" O. C . , cZS �' � � � �3) ' �6 C. P. ��� 14 - g� � N �� � VERFR � � STEP � S12 � ' �?x3x3 � �� (2}-1 3/4x9 1 /2 LVL ,�- � , . / , � � � @ HIGH WINDOW � �2�'� `3� ° ` \ STAI J P D . j � z LL �� (7)_ cv ,`�' ?'� �' �`' /,� � �/ � '' � � \ 63��`l TEP IN w f ��.� � � � � (2) -13/4x91 /2LVL � ��'C . Q�O� ��� ^ � � �� " PI�OVID x � � � �� �53� PL f �' ` � � � � � @ LOW WINDOW � A� �. A G `� �QP�O � c� � �� -- CRIP E WALL � � �� � <L �'' � � � Z � ,. f � �. � �� �� , � � NEEDE �� � 055'- 1 � <G < �,. � � ��;�- �,, / � '� �2)�6 ��\� � k �p � T � �.��' � , � �� �j ST 12 TO P D . � � � � � � � \ \ � ,`L , � � + f. ' D . ,�2 � � 6+, � � � � � � � \ � `2l \ � 31 ,. \ g // � f �'� � \, '� ` Q �pl 21�s '�, `�l ' �\� ��6 12 -� ,\ � z �— � � � . A��� � � 1 `�6 i � ���, � � � , / GP� \ \ � , \ 2 _ 4) -2x6 � O �� 6 � �1 ) �`�c'�. :: - � � �� 1'���� y 8054'-1 � _ _ �'' �� , �.(� � � - o � � � � � � � � � �� p � ,��2 � �- �'C� f Q TYP ��� ! �� 3�D�� �' � TO D . �,� � �'� � __ _ � W �2 . „ 4 � � •A , .: j� ,1 f. > i ., _ r � GP� � r- � \ ,� � � " � S6 � � � r j: � � _ � � �2)-2x6 � �' � � -'. ' c �A TYP. BM . POCKET < � JOTYP t� � � �� i � y� � �� � � �'�' � � = �, �,, � � � INDICATES �14 BLKG . PANELS @ 24� � � � \ C� `: � OO y � ��� � IN FIRST JOIST SPACE W/ (5)- � (� � � > � � BM . POCKET /� (2}- 1 3/4x9 1 /4 LVL � �° �' � @ HIGH WINDOW � ���` � / 8d NAILS INTO EA. PANEL, TYP. ) •�� � <`� � �' � .C� \ � � � , � \ )� r � 4" NOMINAL CONCRETE SLAB ON WATERPROOF ) � �6 L DGER WA(2} D/8XQ1x7" \ MEMBRANE ON 1 1 /8" PLYWOOD AT i � / �.1 �' / �" BM . POCKET GARAGE. REINFORCE SLAB W/ 6x6 - '� \ \,✓/ ��, EXP. ANCH . @ 16" O.C . c �O �'P � �' \ �' TYP . @ HIGHER WALL 2 _ -. ,� _;-' � W1 . 4xW1 .4 W.W . F. THROUGHOUT. PROVIDE '� / C�A f- '� = �' 1 " DEEP TOOLED CONTROL JOINTS AT 12'-0" � �� , � � � MAXIMUM SPACING . ,�_/ � i` ,� _, _! � , � . 1 ,-_/�-, -� � � � �-�._� � \ � �_ �_�� _�,�, _��� _ T � � � � � CONT. TREATED 2x14 �-��� � � LEDGER W/ (1 } -5/8"0x6" i, � % /1 \ EXP . ANCH . @ 24" O.C . � ' ' � � � �, / � � TYP . WHEN RUNNING �` �- -,,_„ J PARALLEL TO JOISTS � �'��^�- 1 __ � , _ , � � P R O J E C T ; 0104-05 GUEST WING ROOF FRAMING PLAN SCALE . , ,4 �� = � �_� G �JE � T WING UPPER FLOQR FRAMING PLAN SCALE ; 1 /4 �� = 1 � -o DRAWN BY : JPL - N - N P�,e,rv NoTES: P�N No�ES: REVIEWED BY : JPL 1 . ROOF RAFfERS ARE ac12 @ 24" UNLESS NOTED OTHERWISE 1 . FLOOR JOIST� ARE 11 7/8" BCl/450's SERIES @ 16" UNLESS NOTED OTHERWISE D A T E : PERMIT 06 . 17 . 05 2. ROOF BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED° 2 . FLOOR BEAMS ARE FLUSH FRAMED UNLESS NOTED "DROPPED" R E V I S I O N S : 3. ROOF SHEATHING IS 5/8" APA RATED SHEATHING , EXP . 1 , SPAN RATING 40/20 3 . TOP OF STEEt . BEAM ELEVATIONS ARE NOTED : (####'-##) 4 . FLOOR SHEAT'-iING IS 3/4" T&G APA RATED STURDIFLOOR , EXP. 1 , SPAN RATING 24" O. C . 4 . POSTS CONTINUOUS BELOW ARE INDICATED: � POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED : ❑ CD 'S O$ . Q9 . O5 5. INTERIOR STUD BEARING WALLS ARE INDICATED : '��1�1� 5. POSTS CONTIP�: UOUS BELOW AFiE INDICATED : � POSTS FROM ABOVE NOT CONTINUOUS BELOW ARE INDICATED : 1� REVISED 08 . 31 . 05 6 . Q INDICATES CONNECTION TYPE , REFERENCE SCHEDULE SHEET S1 6. INTERIOR STU ; ? BEARING WALLS ARE INDICATED: ��J'/1l< 7 . DO NOT SCALE DRAWINGS ? . � INDICATES � �NNECTIQN TYPE . REFERENCE SCHEDULE SHEET S1 8. DO NOT SCAL,=_ DRAWINGS. GUEST WING ROOF / UPPER FLOOR FRAMING PLAN 3/4" T&G PLYWD . 1 1 /2" LT. WT. TOPPING �� � i� ' � 2x6 EXTERIOR WALL ,� TJI BLKG . PANELS BTWN . 11 7/8" I-JOISTS PER PLAN STONE VENEER F' � � � JSTS. @ BRG . , TYP. � � � � PER ARCH . � ;�� � ��� �yi ,�.�. � � f � � f - - - - - - - - — - - - - - - - 8041 '-4 1 /2"f� x10" A . B .'s@48" O. C . v. � �, ? s+� � s i � w � � � TO PLYWD . � � � � IN CONT. TRTD . �6 R �� ���� ��s�� � �'��. u � � � F�'`��� � ���� � _ � 8048'-6 16d DRIVE PINS @ 16" O. C . TOW a � , MULTIPLE ac IN CONT . TREATED �c R COL. REF . PLAN (IF SLAB IS HEATED GLUE a � N O I� RTO CONCRETE) STONF_ VENEER 2x6 EXTERIOR WALL a � � � M N � f�• ch REF. SPREAD . o o - PER ARCH . 1 /2"fd x 10" A. B .'s @ 48" O .C. Q . � � � FOOTING SCHED . 4 CONC SLAB � � IN CONT. TRTD . 2x8 F� ° �� SHEET S2, FOR PER PLAN O WATERPROOF Q � � REINF . CONT. L 4x4x1 /4 W/ 1 /2"�d � (� � PER PLAN DROPPED LVL BEAM MEMBRANE PER ARCH . � 1 1 /2" LT. WT. TOPPING �� � �� ° m PER PLAN � x 4 EXP . ANCH S@ 24 ���. a �r . U O O (8'-0 MAX. STONE HT.) ' I� P� TO SLAB a ° Qaa a TO SLAB INOFIRST JO ST SPACE W/ 24 a . � O � � 6x6 POST = o PER PLAN CRAWLSPACE 1 /2" EXPANSION I (5) -8d NAILS INTO EA. o a � MATERIAL I PANEL, TYP. � a Q a � — � � — � 6" CONC . SLAB ' 3/4" T&G PLYWD . REF. SPREAD GROUT 1 " STANDOFF a PLATE SOLID PER PLAN 1 1 /2" LT . WT. TOPPING � FOOTING SCHED . O — — — — — 8041 '-4 EQ. EQ . v SHEET S2, FOR _ ; TO PLYWD . #5's CONT . HORIZ . ° I -JOIST BLKG . PANELS @ 24° M REINF. _ d : ° � a _ a .� " � @ 8" O . C . o � . IN FIRST JOIST SPACE W/ SCHED . WIDTH � -0 ° d ° 8041 '- 1 3/4 rr �° TOW (5) -8d NAILS INTO EA. N o a ,' ° PANEL , TYP. � r v ' Q 10 SCALE : 3/4" = 1 '-0 = � � = � ¢ � a ' 3/4" T&G PLYWD. ._ a S8 8" THICKENED A 11 7/8" I -JOIST PER PIAN ° — - - - - 8043'-4 +' � SLAB EnGE PER 2/S1 . 8 Q �. TO PLYWD . � EQ. EQ. c� I, , Q 4 3/4" T&G PLYWD . 1 1 /2" LT. WT. TOPPING c� I , �: 4 CONT, TRTD , 2x12 LEDGER W/ ° a C — SCHED . WIDTH (2) -16d DRIVE PINS @ 16" O. C . ' � '�,, '� I IIIII��I"� � �' (� I-JOIST BLKG. PANELS 11 7/8" I -JOISTS PER PLAN CONT. L 4x4x1 /4 W/ 1 /2"Q1 a � �, , � , l� ', ,, � �' BTWN . JSTS. @ BRG . , IYP. - - - S8 (840 MAXASTO E� } � #5's VERT @ 16" O. C . � . � II I IIII, III I '� � � ( Z — — — — — — — — — — — — — 7 SCALE : 3/4 1 -0 , I �I� ' �i� �' — — 8041 -4 ,, , il I�� I � 11 7/8" I -JOIST PER PLAN I!I III, � ! I lill � III I�,i I� li i I TO PLYWD . �,� i , � #5's VERT @ 16" O.C . ° � �I�III� � i i ,' II � I,,,; ,, 'hillll I � I I I I IIIIII'II' W i � �il �, ! � III �I, � p�� 1 /2"fd x 10" A. B .'s @ 48" O. C . � I �I�I il ' I I I ��,I, ;I W _ 2x6 EXTERIOR WALL #5 DWLS . x � � „ L CONT. TRTD. 2x12 LEDGER W/ IIII,III, ' iI II , ' � ' ' III�II I! �, I I l I,II�I r IN CONT. TRTD . �8 R 1 -0 t ) I � ; , � I ' i i, I � I � � I, , Z @ 8 J. C . I � II, II, '�I i , � W A T E R P R O O F a 2 16d DRIVE PINS @ 16" O. C. I � ;� ,� I I I I I I 'i l ll �l ' I �,, , I I I �I;I, — MEMBRANE PER ARCH , 1 1 /2" LT. WT. TOPPING � '� �IIIII' IIIII i� ! � � ill�� �� i . ;I #5s CONT . HORIZ. ° "' I� '�I I Ill ��i�lll I I ��lil �li i ' I C7 � �Q iV�� o. l� . a � a � : . d . � IIIIII I li � � � �'�. ��. � Illllll �i ill 14�� � 8041 '-4 I -JOIST BLKG . PANELS @ 24° < IIIII II I ' III IIIIIII II , Ilili!Ill� ul i i I II ", � I I Z TO SLAB IN FIRST JOIST SPACE W/ � . a ' I � I ' � , , i ;l , i �itlll 1 /2" EXPANSIQN (5} -8d NAILS INTO EA. #5 DWLS. x _� a � � (2) -#5's CONT. ° ° � I � � W DROPPED LVL BEAM MATERIAL PANEL, TYP . @ 16 O .C . � � d TOP & BOT. PER PLAN I 3/16" 6" CONC . SLAB 3/4" T&G PLYWD . � ` a #5's x 2'-6 @ 16" TRANSV. ° PER PLAN BRG . SADDLE — — — — — - 8041 '-4 #5's x 1 '-6 @ 16" TRANSV. �, . BRG . R. - 5/8 xBM WIDTH x0 - 1fl g (5) -#5's CONT. LONGIT, ° 1 /2" EXPANSION MATERIAL �� � �� TO PLYWD . . o � a . � � a 1 /2° EXPANSION MATERIAL ° a 4" CONC SLAB SIDE Rs - 1 /4 x8 'x0'-10 W/ (2}- 0 4 a •. s (3} -#5s CONT. LONGIT. � T � ° s � 4" CONC SLAB � PER PLAN 3/4" lTJ THRU-BOLTS - ° �a ae 8031 '-4 � � CONT. TRTD . 2x12 LEDGER W/ � � � PER PLAN v TS COL REF . PLAN I (2) -16d DRIVE PINS @ 16" O. C. J � . � 1Q BASE R ; � v � � 8031 '-0 8031 '-4 "' Q ° TO SLAB CRAWLSPACE BASE R 5/8"x10"x0'-10 II � � � 1I _ , `� �� �. TO SLAB TOF ° a a a . � a d @ BACK OF WALL I a 8031 -0 a W/ (4)- 1/2 QS x 10 8 THICKENED z 11 7/8 i JOIST PER PLAN TOF � . ° � A . B . 's ON 1 " MIN . SHIM SLAB EDGE PER 2/S1 . - � - ' SEE SCHED . FOR REINF. I 8" � _ & NON-SHRINK GROUT �� ° ° ° ° T W ° °D CRAWLSPACE ° � � ° ' a ° r 4 . r a Q a W Q � . �, � PERIMETER DRAW U � � o . .. � �� �� �� � / 1 a g�� ���� g�� PER GEOTECHNICAL 1 -4 1fl 1 � c,� j `J —\ �J l� - i i i - � ENG . 3�-p° � � / O 0 2� . 0�� c� U — ` —' � r {1 ) -#5 CONT. MID-HT. 4'� � 4" - 0 U (2) -#5's CONT. 4 SCALE: 3/4" = 1 '-0 2 SCALE : 3/4" = 1 '_0 � � � � ^ S8 � z � Q TOP & BOT. #5 DWLS . x N S8 � EQ. EQ. � � @ 48" O .C . � 8037'- 13/4 �. g�� W � > � SCHED . WIDTH "' TOF � o ' a . � � � z � 9 SCALE: 3/4" = 1 '-0 � ° Q STONE VENEER ------__y STONE VENEER 2x6 EXTERIOR WALL W � O O � PER ARCH . � O PER ARCH . S8 PERIMETER 4° 8" 4° 1 /2"QJ x 10" A. B , 's @ 48" O . C . �"' r , DRAIN PER 2x6 EXTERIOR WALL IN CONT. TRTD . 2x8 R 1 1 /2° LT . WT. TOPPING � J z V GEOTECHNICAL 1 �-4�� � � � ENG . (1 ) -#4 CONT. LE : 4" - 1 '-0 1 /2"Qf x 10" A. B .'s @ 48" 3/4" T&G PLYWD . Q 7 � LLJ O 6 SCA 3/ - IN CUNT. TRTD . 2x6 R - - - - - - 8043'-4 � z ( t'� 6" CONC . SLAB S8 8043'- 1 3/4 TO PLYWD . � �-/ PER PLAN 8044'-6 W � 2 -0 TOW � TOW , .. . � � #4 CONT. @ NOSING , TYP. #5's VERT. @ 12" IN STEM WALL (8048'-6 @ SIM .) � � qO TYP . O � w � a . a ,--- a. . . � f � RISE & RUN PER ARCH . � �—�� � 2x6 EXTERIOR WALL - `J a � +I #5's CONT, HORIZ. @ 16" � � O � e d . _ C�NC. STAIR SLAB 6" MIN . ` . � ' �� �, a 4a J � � THICKNESS W/ #4'S @ 12" a ° T 1 /2"0 x 10" A. B .'S @ 48" O. C . 1 /2 EXPANSION MATERIAL j I-JOIST BLKG. PANELS @ 24 , � 4 . a . ° ° 8042'-0 IN CONT. TRTD . ac6 F� CONT. L 4x4x1 /4 W/ 1 /2"�d , IN FIRST JOIST SPACE W/ CONT. L 4x4x1 /4 W/ 1 /2"fZS 11 7/8" I -JOIST PER PLAN (� EA. WAY � . TOW 4" CONC SLAB x 4" EXP. ANCH 'S @ 24" 2a' .� 24" (5} -8d NAILS INTO EA. x 4" EXP. ANCH 'S @ 24" ° 4„ 4„ (STAIRS @ SIM . } Q T SLOPING 1 6 MIN . PER PLAN TO SLAB - . ° ° a ° (8'-0 MAX . STONE HT.) PANEL, TYP. (8'-0 MAX . STONE HT.) `� 1 � � ° � ° 5'z" �" 1 1 /2" LT. WT. TOPPING a'' 8039'-4 8039'-4 RIPPED � GLUED � 8040'-6 - - � 'Li� I a 2,_0 TOW � TO SLAB TO LEDGE ° 3/4" T&G PLYWD . TOW \� ° #4 DWLS . x S' #5s CONT. HORIZ 6' CONC . SLAB "'' a @ 16" O . C . `�� � � — — — — — — — 6041 '-4 @ 8" O. C . ( I � 8041 '- 1 3/4 TO PLYWD. a PER PLAN 1 '-6" MIN . ( ° TOL ' #5's VERT @ 16" O . C . 2 -0 �i 4�� �� a . , @ 16'WO. Cx N� � I I I a . STONEVENEER 4 I ° � a ALT. LEG • PER ARCH . I � ° I I a 11 7/8" I-JOIST PER PLAN � � . � d ' � � a � � • � �a a #5's @ 16" HORIZ. CONT, L 4x4x1 /4 W/ --� � ° 1 /2" H x 4" ExP . ANCH .�s _ a P R O J E C T . 0104-05 #5's @ 16" HORIZ I I #5's @ 16" VERT. @ 24" O .C . (MAX . STONE °� _ #5 DWLS. x � @ s�� o. C . `'' D R A W N B Y : JPL a 9�� e ° HT. OF 8�-0°} � � � REVIEWED BY : JPL #5's @ 16" VERT. I �� �� I I 4. #5 DWLS. x I � a o'-� #5's @ 16" H ORIZ . @ 12" O . C . ��;' �,� . ��� #5's CONT . HORIZ. @ 16" a _ � a #5 ow�s . x N � a D A T E : P E R M IT 06 . 1 7. 05 � @ 1 6 O. C . #5 s @ 1 6 V E R T. (2) -#5 s C O N T. REVISIONS ; IALT. LEGS ° #5's VERT. @ 12° TOP & BOT. a CD S OS .O9 , 05 a . � � �� I I I #5 s x 2 -2 @ 16 TRANSV. (2)-#5'S C O N T. (2) -#5'S CONT. , #5's x 1 '-6 @ 16" TRANSV. ° TOP & BOT. I I TOP & BOT, #5 DWLS . x � (3) -#5's CONT . LONGIT. Q 1 /2" EXPANSION MATERIAL (5) -#5's CONT. LONGIT. a a 1 /2" EXPANSION MATERIAL a ' @ 16" O . C . scv a � � � .:., ° CONT. 4" FORM VOID � ° 4" CONC SLAB � P R PIAN �B � 4 PER PLAN INDICATES FTG . (BEYOND) (2) -#5's CONT. . a . c.J� 5031 '-4 � 8031 '-4 - — --- TOP & BOT. �v � � TO SLAB "� ° � a ' TO SLAB � ° 8031 '-0 a . . ° 8031 '-0 ' �I TOF Q a @ BACK OF WALL D ETAI LS TOF a � 8032'-8 d a ° a _ TOF a o � o � � � ) ' Q � d d T � Q a . . Q T ' . -JI . . : . . . a. 0p � � ' . . . _ . . d, . . :_ -___ ._.. ___ . .._ _. —__ ___ _.__.. __- — . . � . d � PERIMETER DRAIN PERIMETER DRA� N � ° � � � d � PER GEOTECHNICAL 4° 8° 4° S" " " � PER GEOTECHNICAL , g g . PERIMETER DRAIN 8�� ENG . ENG . 1 4 2'_0�� � v ENGG�OTECHNICAL 1 �_4�� 8�� 8�� m v _. 2,_8„ S SCALE : 3/4" = 1 '-0 5 SCALE: 3/4" = 1 '-0 3 SCALE : 3/4" = 1 '-0 1 SCALE : 3/4" = 1 '-0 SS S8 S8 S8 . . �:�:� - ��.: , ` . . . . . `� C�,�^°' •`„ �> �C�� �.s� s ,° �. �3 m�' � ; �,,� .. .:� ,� � �° $�j� R`tit �� Q 4� , a` 2.:r -0� _ � � � � � ° t.q:� � 1� m�° dy!� _ . . � ' � �.�'° �"� � z' °(.°�' . . . . . ����� ����� � � � ' �'�� � � STONE VENEER 2x4 QR 2x6 STUD PER ARCH . e ,� 2x6 EXTERIOR WALL BRG. WALL � N O � a a 1 /2"QS x 10" A. B .'s @ 48" O. C . 1 1 /2" LT. WT. TOPPING 16d DRIVE PINS @ 16" O. C . IN CONT. TRTD . 2x8 N � I�► M R (IF SLAB IS HEATED GLUE BOT. f� } a . . 4" CONC . SLAB PER PLAN � O � � 3/4 T&G PLYWD . ° Q PER PLAN m V O O — — — — — — 8042'- 10 TO SLAB a . a a - 8042'-7 3/4 TO PLYWD . � � a ° a . � � Z � � ° TOW ° a a. O = 4" CMU BELOW GRADE ` REFER TO APPROPRIATE * � ° - a 0 , • d a ° �. i a � � � STONE VENEER SUPPORT DE1-AIL FOR FOUNDATION O np . a INFORMATION T � ° ° �� {2) -#5's CONT. HORIZ ° TOP & BOT � z � EQ . EQ , v � °a. a � 11 7/B" I -JOIST PER PLAN OPTION 1 � ° a q,� i° co 1 '-4" N n T CRAWLSPACE C a WATERPROOF — 2x6 EXTERIOR WALL p #5's VERT @ 16" O. C . a MEMBRANE PER ARCH . � PER PLAN d � 1 /2"QJ x 10" A. B . 's @ 48" O. C . 2x4 OR ac6 STUD � TOF a #5's CONT. HORIZ 8041 -� IN CQNT. TRTD . 2x8 fl' BRG . WALL Q a @ 16" O . C . TO SLAB � . � 4�� 4�� MATER ALNSION '', 1 1 /2" LT. Wf. TOPPING (IF SLAB S HEA ED GLOUE BOT. R ) �I� II ' ' '� II � I � �I'C ' � ' � �III ' #5 DWLS . x � d „ �� , ' I��; m I 'I � � ii� i i u �� cv �. 6 CONC . S[AB i I � i I4 Z � � �� 3/4 T&G PLYWD . 4 CONC . SLAB PER PLAN ' � I,IIIIIII � � I � , II ,II ,, I I IIIIII ��II'' � @ 6 O C 6�� PER PLAhI �' iI�� I, I , I I �� , � „ � � , I , Y — � . a � . . � � a � � � TYPICAL STONE VENEER SUPPORT WHEN — — — — — — � PER PLAN �` � ' a ' � � STONE VENEER HEIGHT IS GREATER THAN 8 -0 : 4�� _ �_ 8041 -4 � SCALE 3/ 1 0 TO PLYWD . TO SLAB ° a a , I , ' � 10 - d a • (2) -#5 s CONT. W a . S9 TOP & BOT. ° � o ° � e � d . � • � 8041 '- 1 3/4 ° a . r ° �o LIII I � !�I ' ll', ',li �r �° a AD TYP. TOW -� � � � � � � i a a � � � � � � ��- III II I � IIII 'I� I W - . � �d � � , , , �'' I' � II �I II III � ,,,I I , I' ; 'I Z 8037'- 1 3/4 � � ° � .';� � - � ;, �, � , ' ' �Il ii � I ' I — ,I II , I TOF o (2} #5 s CONT . HORIZ . e � 8�� THICKENED TOP & BOT � i � -, I I Illli' II I � � ' I'� I �,� II � i ��� (7 1 /2"QJ x 10" A . B . 's @ 48" O. C . a _ ° 11 7/8" I -JOIST PER PLAN � � ' 'I �I ' ��'I ' � Z 2x6 EXTERIOR WALL a SLAB EDGE PER 2/S1 . 8,. EQ. EQ . III � I i � ��� � I OP i ION 2 I II, � �III � IN CONT. TRTD , ac6 R � � 1 /2" EXPANSION MATERIAL PERIMETER DRAIN 4�� s° �� ° 1 �_4�� � � V I W 4" CONC SLAB PER GEOTECHNICAL � �_4�� #5's VERT @ 16" O. C : PER PLAN ENG. _ 8043'-7 2 SCALE : 3/4" = 1 '-0 TOW 7 SCALE : 3/4" = 1 '-0 —.- S9 . . a 8043'- 1 S9 #5's CONT. HORIZ. d aQ a TO SLAB @ 16" O . C , 4" �4" ' @ PERIMETER ( 1 }-#4 CONT. #5 DWLS . x � ° a 8043'- 1 @ 16" O . C . c" 4�� 4�� SLOPE TO F . D . 4" CONC . SLAB 6�� TO SLAB (NOT SLOPING @ SIM .} PER PLAN (2) -#5's CONT. 1 1 /2" LT. WT. TOPPING � � Q (8031 '-4 @ SIM .} #5's x 1 '-6 @ 16" TRANSV. TOP & BOT. Z (1 ) -#5 CONT. MID-HT. a . . 3/4" T&G PLYWD . CONT. 1 1 /8x11 7/8 LSL a a oo (3) -#5's CONT . LONGIT. a . 1 /2" EXPANSION MATERIAL VERSA STRAND RIM-BOARD � W O #5 D W L S. x � 1 1 7/8 I J O I S T P E R P L A N z lO � 8042'-5 ` o ° , @ 48" O.C . 6 4 CONC SLAB (� � TOW � � 4 � ° 8041 '-4 — — — — — — — I -JOIST BLKG . PANELS @ 24" � ° PER PLAN — (2) -#5 5 CONT. a 8030 8@ SIM , ) U , 8029 -4 TO PLYWD. z � � O TOP & BOT, a #5 DWLS . x � N a IN FIRST JOIST SPACE W/ a 2'- @ 48" O . C . `'� 8029'-0 a TO SLAB (5)-8d NAILS INTO EA. I ' ' r , � #4 DWLS. x 4 6° W V �M � 8039'-9 TOF TOF @ 48" O . C . `v � . �i PANEL, TYP. J a. a . W _ � � ° � ❑ z � a � a ` ( 1 } -#5 CONT. MID-HT. e � �- 1 1 /2" LT. WT. TOPPING Q � W v J � 7 � Q . . . [ G. � . � 4��. 4;�. PFRIMETER DRAIN °-a ° 3/4" T&G PLYWD . PERIMETER 4° g�� 4^ (2)-#5's CONT. PER GEOTECHNICAL � � g�� g�� 2x6 CRIPPLE WALL � / z � L DRAIN PER TOP & BOT. ° ENG . � - � — — — — — — — 8039'-4 ' I I � O O � GEOTECHNICAL 1 �'4�� ^ 2�'0�� `�' v TO PLYWD . � T ENG . � . CONT . 1 1 /Sx11 7/8 LSL y � — 8039 -9 a VERSA STRAND RIM-BOARD � �— �" Z U g SCALE: 3/4 — 1 -D TOF a 4 SCALE 3/4" = 1 '-D � � (8028'-0 �o S9 7 � W S9 @ SIM. } a ° 8038'- 1 3/4 � � L J TOW � z O PERIMETER 4" 8" 4" � 2x6 EXTERIOR WALL DRAIN PER WATERPROOF 2x6 EXTERIOR WALL 11 7/8" I -JOIST PER PLAN z W � � GEOTECHNICAL 1 �-4�� MEMBRANE PER ARCH . �'`� O Q 1 1 /2" LT . WT. TOPPING ENG . B039'-4 1 /2"QJ x 10" A. B . 's @ 48" O. C . Q ( ) � J STONE VENEER IN CONT. TRTD . 2x8 R �� C� w PER ARCH . 3/4" T&G PLYWD. 6 SCALE : 3/4" = 1 '-0 TO SLAB z 1 /2"� x 10" A . B . 's @ 48" O. C . 4 d IN CONT. TRTD . 2x8 F� S9 1 /2" EXPANSION 1 1 /2" LT. WT. TOPPING Q O � — — — — 8053'-9 MATERIAL cr, � � � d' CONT. 1 1 /8x11 7/8 LSL TO PLYWD . VERSA STRAND RIM-BOARD 6" CONC . SLAB 3/4" T&G PLYWD . ° (� PER PLAN Q T— — — — — — — 8039'-4 a SLOPING a _ � TO PLYWD . ° � a 8052'-6 3/4 TO SLAB ° ' � : � d�a o _ ° d � d d � ' 0 8039'- 1 3/4 4�� �� TOW � a . . � �a . `° o, �r ''° . AO TYP. TOW l� e 11 7/8" I -JOIST PER PLAN 804fl'-6 ° a a � ° TOW � � „� Q � 1 /2"0 x 10" A . B .'s @ 48" O. C. d 8" THICKENED 6 CONC . SLAB SLAB EDGE PER 2/S1 . ° 11 7/8" I-JOIST PER PLAN d CONT. L 4x4x1 /4 W/ ° IN CONT. TRTD . ac6 F1' „ g�: 1 /2" 0 x 4" EXP . ANCH . 's a PER PLAN @ 24" O.C . (MAX. STONE , #4 DWLS , x °� a HT, OF 8'-0") � @16" O . C . ° a #5'S VERT @ 16" O .C . ° ALT. LEGS -- a a . PROJECT : 0104-05 4 #5's CONT. HORIZ. a #5's CONT . HORIZ . � @ � 6" o � � � � a a . D R A W N B Y : JPL a @ � s�� o . c . #5�s coNT. HoRiz. REVIEWED BY : JPL #5 DWLS . x � �,, � ° @ � 6�� C •C• ° #5's VERT @ 16" O.C. ! 4 . 4 a. " " D A T E : PERMIT 06 . 17 .05 @ 16" O . C . 9 4': 4" #5'S V E R T @ 1 6" O.C . o . A #5 D W L S . x � � 4 . R E V I S I O N S : ° � (2) -#5'S CONT. 4 4 @ 1 6" O . C . "' ° 6�� a a C D 's 08 . 09 . 05 #5's x 1 '-6 @ 16" TRANSV. a TOP & BOT. #5 DWLS , x � Q � 1 /2" EXPANSION MATERIAL ° a a @ 16" O .C . "' a . (3) -#5's CONT. LONGIT. 1 /2" EXPANSION MATERIAL 6° (2) -#5's CONT. TOP & BOT. 4" CONC SLAB ° „ PER PLAN 4" CONC SLAB ° P R PLAN �B (2} -#5's CONT. � 8029'-4 PER PLAN � 8 0 4 3'-1 TOP & BOT. � , _ TO SLAB � 8029'-4 v 8029'-0 a a v . N � TO SLAB a TO SLAB 8042'-9 ° a ' @ PERIMETER TOF a 8029'-0 • � � TOF 8029'-0 � TOF ° a � � � g DETAILS . a. , a . a ' O � T�F � a a . k... . . . � _ d� � � 4�� $�� 4�� , _ . Q � e Q a . � PERIMETER DRAIN �� 1 4 4" 8° 4�� PERIMETER DRAIN ° a ° PER GEOTECNNICAL PER GEOTECHNICAL 4" 8" ° �' 1 '-4° _ 8�� g�� 8�� ENG . ENG . - � � � �_4�� 2'-fl�, � c� g SCALE : 3/4" = 1 '-0 5 SCALE : 3/4" = 1 '-0 3 4 SCALE: 3/4" = 1 '-0 1 SGALE : 3/4" = 1 '-0 S9 S9 S9 S9 . � � . w Y , . �5 �� .� A � � CONT. 1 1 /8x11 7/8 LSL � y ';,, €"rt < � � ' :�� � � _ � � � 1 1 /2" LT . 1M�. TOPPING VERSA STRAND RIM-BOARD '���_� �' �,�� < � � � � � � ,� �`� � `"� " � ��j ,�r j � � � 3/4" T&G PLYWD . � � � � � ��' �" � � RAILING PER ARCH . W 21x62 W/ 2x BM. � � ,�� � ,� ,,� � ' � � � WIDTH DRIVE PiNNED TOTOP � � �� ����� � � s �� `� � - - - - - - k �� 2x6 EXTERIOR WALL ! , — �� � � STITCH WELD 1 �8„ 1 �2„ _ 24„ !, 8041 -4 FLANGE @ 16 O. C . TO PLYWD . (PAGK NORTH SIDE OF WEB � 1 1 /2" x 1 /8" STEEL GRATE SOLID & BOLT W/ TWO ROWS � 1 1 /2" LT. WT. TOPPING DECKING (McNICHOLS C0 . OF 5/B" � THRU-BOLTS @ 16" O. 0 ) GW SERIES OR EQUIV. ) , CANT. 1 /2" EXPANSION 3/4" T&G PLYWD . 1 '-6" MAX. ,�- STEPS PER ARCH . MATERIAL d' O O I� C6x8 .2@24° 8052'-4 — — — — — 8052'-4 8040'-3/8 „ � TO PLYWD . TO STL. �B N O f� TO STL. 6 CONC . SV�B 8039 -2 ± PER PLAN S N prp �; M DECKING � _ _ � � � AQ IYP. . CANT. STL. 8052'-2 1 /2 — — — — — — — — -- — 8039 -4 � � Q � � GRATE TO STL _ I U I'LY1NU . �' m V O O W 8 x 24 � � a 8038'- 10 ,L . I�- I'�- OD TYP. ° a 4 a a . TC}W � Z � � 11 7/8" I -JOIST PER PLAN 1 " RETURNS �� L 3x3x1 /4x 0'-3" �� � �- � 3/16 a � (2) -1 3/4 x11 7/8 LVL FULL LENGTH 2x6 EXTERIOR WALL � � STONE VENEER Q � LL 3/16° PER ARCH . 8" THICKENED a CONT. L 3x3x1 /4 W/ 7 SCALE : 3/4" = 1 '-0 SLAB EDGE PER 2/S1 . g" a a _ CONT. L 4x4x1 /4 W/ ' 3/4" f7J x THRU -BOLTS RIPPED ac6 W/ WATERPROOF S1 � 1 /2"0 x 4" EXP . @ 12" O . C . MEMBRANE PER ARCH . 4" 4" ANCH 'S @ 24" 1 1 /2° �T. WT. TOPPING d N a C 3/4" T&G PLYWD . - O d — a . 11 SCALE: 3/4" = 1 '-0 � — S10 804 � �-4 - — #5's CONT . HORIZ +, TO PLYWD . @ 16" O , C . �,� a � 2x BLKG . BTWN . RAFTERS � �— SID( }R /2" QJ THRUiBOLTS � � I W� 4 � #5'S VERT @ 16" O. C . a � �� W�� � �- i i � ,� ��� U�� `�`� Ul C� (TWO EA. MEMBER) - I�I IIII,I �� I II � � � � J 5/8" ROOF SHEATHING „ „ STEPS PER ARCH . ° I � � � I I � I I, II � I Z 1 /4 EN D R 1N/ (2) 5/8 � - T �I i II � I I I Ii I � THRU-BOLTS (ONE EA, CONT. 1 1 /8x11 7/S LSL � �"`'�� _ ° �� � ° , I I � II � I — 2x8's RAFTERS @ 16" O. C . co �i„ ' � � , � r � � SIDEOFWEB � III � ' '� � Ifl ) VERSA STRAND RIM-BOARD o #5 DWLS . x N �, i,� � �Ili� �, � I � , ;�li'�,� I I'� RAILING PERARCH . o = @ 16" O . C . 6�� a . I II , �i � � II , i � �i, ,� ���III � III I � i � � ��I I - - - - - - - - - TOPLYWD . �� aa � I I � � i � I � � I I� I� W i i,��l � � ll , i � II IIIIII i �I ��� o ToP& BoorvT. i � i I � I I I I � ' i !'� � ' ',I �illl�l w (2) - 1 3/4 11 7/8 LVL p . . � . . I � I ' � �I I� � i I i , , �I� ;', Z ��P �,.� � � 1 1 /2" x 1/8" STEEL GRATE (DROPPED) � � T� ` � � a , � � � ' � , II � I'� I, — - � �� DECKING (McNICHOLS CO. � � 8032'-8 � � � " � III Il�l�,i , , � ��� � y_�, �r � j GW SERIES OR EQUIV.) � CONT. L 2�x1 /4 � 8038'- 1 3/4 � � � TOF � a a � � U � �, ; � ��' � ��� � � ' � � �� � TOW q � � � oo � ' ' I��, I I I ' ' ' �'' Z � � � �a . �a � i � I,,� ! � � � �II �� I � 'II i�l !'I � � � , PR VIDE LID TL �,.� W 6x15 W/ 2x BM . WIDTH 8039 -7 O SO S W 6x15 W/ 2x BM . WIDTH BOTED TO TOP FLANGE TO STL. & SHIM AS NEEDDED 4° 8" 4° BOTED TO TOP FLANGE W/ 1 /2" QJ THRU -BOLTS DECKING �. 11 7/8" I-JOIST PER PLAN 1 4, W/ 1 /2" !7� THRU -BOLTS @ 24" O . C . (STAGGERED) CRAWLSPACE ° �„ . , ,, �„ STITCH WELD �� �� _ �� � � (2) -1 3/4 11 7B LVL @ 24" O .C . (STAGGERED) 1 4 1 1 /2"� x 10" A . B . 's @ 48" O . C . 6 8 5/8" CAP feW/ (4 - 1 8 1 2 24 MC 8 x 18. 7 IN CONT , TRTD , 2x8 f'L S10 ) � a 3 SCALE : 3/4" = 1 '-0 5/8" Qf THRU-BOLTS (TWO EA. MEMBER) STITCH WELD 3/16" 3/4" - 24° �� �� W 6 x 15 COL. FOR REMAINDER OF INFO. REF . TO DETAIL 1 /S9 a 1fl SCALE: 3/4" = 1 '-0 9 SCALE : 3/4" = 1 '-0 S10 S10 z 1 /2"0 x 10" A. B . 's @ 48" O. C. 6 SCALE : 3/4" = 1 '-0 W 6 x 15 COL. W W O IN CONT. TRTD . 2JC6 F'� S10 �a J � SLOPE STUD FRAMING , �____� '- � � PER ARCH . BATTERED 40 BASE R : c , STONE VENEER PER ARCH . W 21x62 W/ ?�c BM . ENTRY JG ; STS & STEPS BASE R 5/S"x6 1 /2'kfl'-61/2 �" > STONE VENEER � Z � " O WIDTH DRIVE PINNED TO TOP NOT SHO`;'�N FQR CIARITY W/ (2)- 1 /2" 0 x 6" EXP. CONT. L 6x4x5/16 LLV ° ° #5 VERT. @ 24" O. C. & FLANGE @ 16" O. C . �'� � � Q . II II • • (PACK NORTH SIDE OF WEB ANCH's ON 1 " MIN . SHIM r U W/ 1 /2"0 x 4" EXP. ANCH . �J �J @ ALL CORNERS & OPENINGS SOLID & BOLT W/ TWO ROWS & NON -SHRINK GROUT � J ^ _ @ 16" � .C . IN FULLY GROUTED CELL OF 5/8" Q1 THRU-BOLTS @ 16" O. 0 ) 1 /2" EXPANSION Q z � � D Q � #3 VERT. @ 16" ALONG STD . WIRE JOINT REINF. MATERIAL � � /� LENGTH OF BOND BEAM HORIZ. @ 16° BUILT UP '-x RAS NEEDED w � J � Z 6" CONC . SLAB \ THREE COURSE BOND � • 8" NOM. CMU WALL 8040'-3/8 = PER PIAN / z L.L � BEAM W/ (2) -#5's @ TOP TO STL. 4��� _ (2) -5/8" 0 T. B. w � O O BOT. LOCATED ABOVE CONT. BOND BM . W/ � � � PER PLAN � � O MANF. BREAST BLOCK (2) -#5's @ TOP & BOT. — — — — — — — — — — — — — — — — — — — = 8039�'4 TO SI.J'�B _ Q � . " . a � D p @ OPENING — TO PLYWD . � //�) --� � U . . Q d . d � d . . I I . � � �/ I STONE VENEER PER ARCH . • OD TYP - ° �� �• ° • W z � W #4 DWLS . x � � � � � � � z � J @ 16" O . C . s 6" SLAB REINF . W/ #3 @ 16" 6" CANT . SLAB ' ' � ' � � �- � -° -° � ( � O . 0 EA. WAY ON 1 1/2" x 22 a. - - �� g `'� PROVIDE I-JOIST BLKG . FORM DECK (VULCRAFf 6" CONC . SLAB 0 , 8" THICKENED 10 0 CONC. PIER � PANELS @ BRG . � � 3 1 . 5C22 OR EQUIV.) _ � � PER PLAN 5/g'�xBM . WIDTHxO'-8" 1a 8 = � SLAB EDGE PER 2/Si . Z O � 6039'-4 - - - - - — � — � 8039'-4 CAP f� W/ (2) -3/4"�° 11 7/8 I-JG : ST PER PLRN I (2) -#5 DWLS x J o � � � TO PLYWD . & ° ° � ° � � a _ ° . TO SLAB THRU -BOLTS (ONE EA. (2) - 1 3/4 x '� 8 LVL NOTCHED 3�� 4,� 3�� � � Q I.,� SLAB FOR FIRE BOX _ . — � — _ d � cC° - SIDE OF WEB} I a . o (ONE EA. =: ;IDE �F WEB} g�� J � a a �' TIGHT TO :30T. FLANGE � 8038'-10 `�° � � � • ° '�' ��N TS COL. PER PLAN (DO NOT � ?VER CU� I VIF � C� TOW PROVIDE BLOCK OUT T a . - � TOF T a FOR MECH . FLUES � ' 0 11 7/8" I-JOIST ' 1 '-6�� g�� 8" THICKENED r PER PLAN STL. DECKING MAT. TO d SLAB EDGE PER 2/S1 . STL. ANGLE CONNECTION 5 SCALE : 3/4" = 1 '_0 1 �_g � SHOULD COMPLY W/ S10 #4 DWLS . x co SDI SPECS. ° � � SEE SCHED . F(3R REINF . @ 16" O . C . r a a CONT. L 5x3x1 /4 LLV W/ 1 '-6 M v EQ. EQ. 1 /2"0 x 4" EXP. ANCH . #4 DWLS . x co — 2x6 EXTERIOR WA�L CONT. TREATED (2) -2x12 4�� 4�� @ 16" O . C . 4° '4° @ 16" O . C . r PER PLAN - - 1 /2"QJ x 1fl" A , B . 'S @ 48" O. C . LEDGER W/ (2) -5/8"0x8" W 6 x 15 COL. — IN CONT . TRTD . �c8 R EXP . ANCH . @ 24" O . C . , TYP. , 2 SCALE : 3/4" = 1 '-0 a ° 4� BASE R : S10 _ 1 1 /2" LT . WT. TOPPING BASE I� 5/8"x6 1 /2'k0'-6 1 /2 a W/ (2)- 1 /2" 0 x 6" EXP. — I -JOIST BLKG . PANELS @ 24° 2x6 BRG . WALL #5 DWLS. xI �_ ' ° � ANCH's ON 1 " MIN . SHIM W FIRST JOIST SPACE W/ @ 16" O . C. L ° � �� , „ & NON -SHRINK GROUT 7�� (5) -8d NAILS INTO EA. P R O � E C T : 0104-05 6„ a . #5s VERT @ 16 O.C. a #5s VERT @ 16 O. C . PANEL, TYP. 1 /2"0 x 10" A. B . 's @ 48" o .c . D R A W N B Y : J P L (2) -#5's CONT. � ° #5's CONT . HORIZ . � #5's CONT. HORIZ. — 3/4" T&G PLYWD. IN CONT. TRTD . ac6 h' 1 /2" EXPANSION MATERIAL TOP & BOT. @ 16" O .C . a @ 16" O . C . #3 WELDED ANCH . BAR REVIEWED BY : JPL 8041 �-� ,� a" CorvC s�,�,B D A T E : PERMIT 06 . 17 . 05 1 /2" EXPANSION MATERIAL ` � 8041 '- 1 3/4 i TO PLYWD. PER PLAN REF. SPREAD ° #5 DWLS . x � TO CORBEL ° � � 8031 '-4 R E V I S I O N S : 4" CONC SLAB FOOTING SCHED . @ 16" O. C. "' �0° ,' TOW 1 3�4 � � � &S�B REVISED PERMIT 07. 27. 05 PER PLAN ' SHEET S2, FOR 6" = 4 � REINF. _ 8029'-4 (2)-#5's CONT. - ° a '' #5 DWLS . x N CD s 08 . 09 . 05 � r � � TOP & BOT. � @ 48" O .C . 6�� TO SLAB � . . � � o � 8029 -0 o a . ,, a TOF SLAB NOT SHOWN 11 7/8" I -JOIST PER PLAN 1 /2" EXPANSION MATERIAL ' ( 1 }-#5 CONT. MID-HT. 4 4 a e a ° a FOR CLARIIY 4" CONC SLAB — (2} -#5's CONT. d � � ° ° a � ° � - -- CONT. TRTD . 2x12 LEDGER W/ ° � � � � ° ° � N ° (2) -16d DRIVE PINS @ 16" O.C . PER PLAN a TOP & BOT. � . . a a � � a . °. a ' � ° T 1 �-2" � 8029'-4 . e �L � • � �i .�L �Q Q a a . $ a � a° — (3} -#5 DWLS. x 46 To S�B a a • T�9'-° DETAI LS � 6" 8" 4'-2" 8" 6" � U FQR REMAINDER OF lNFO. N ° o0 REF . TO DETAIL 4/S9 a — (3} -#3 CLOSE TIES a a PERIMETER DRAIN 6'-6° PER GEOTECHNICAL `�— (3}-#3 FRAMING BARS 4" 8" 4° ENG . 1 �_4�� g SCALE : 3/4" = 1 '-0 4 SCALE : 3/4" = 1 '-0 1 SCALE : 3/4" = 1 '-D S10 S10 S10 94° VIF � � <y��.��� , .� � , ; � � . . . 4 '+� 'yye? 'eetPa �r � ' � . � ,�' x',.y�s',.T` � �' � d'�fo�' !f�' �J � . "," V' 6 �.,y_�, 4�d � � �'d � . .J � 6 r. , ��..y P �� " . � m' �' � 9 0 �' J1 . . . ' N tC!"-, � . . . . � � � � �� � � � � � � d f � Vb � � �� t:; � ��� � R � � � � � G II � � �� � r rcl '� � �.c, � � . . � u.. S_�—�. -� IRAFTERS PER PLAN = _ — _ _ _ 1 �_1 �� I (3) - 1 3/4 x9 1 /4 LVL � � � M N � I� C'7 2" RETURNS 3/16° ,,, , ,, X oi a� 1a �a BRG . L 6x4x1/2x0'-5 1 /4 LLV � d- W/ SIDE R 's 1 /4x4x0'-6 � � � O� OH TYP . - 3/16" W/ (1 ) -3/4" OTHRU-BOLTS 1a" � O O T 94° VIF �„ ' ti � � W 6 x 15 COL. � Q � � � 1 /4" x FITTED SLOPING KNIFE f� � � t� WELDED TO WEB STIFFENERS FULL LENGTH 3/16" Q L.L - & WEB W/ (4) -3/4" QS THRU-BOLTS �� 1d ° SHEAR TAB : 1 /4"x4" x0'-6" W/ SPACED 3" APART CENTERED ON 4 SCALE : 3/4" = 1 '-0 (2) -5/8" Q1 THRU-BOLTS 1 /4" FITTED WEB STIFFNER MID . DEPTH OF LVL HIPS STL . BEAM PER PLAN W/ �c6 (ONE EA. SIDE OF WEB} (ONE EA . SIDE) 12 12 S11 DRIVE PINNED TO TOP FLANGE 5 � � 5 BFiG . I� : 11 /16'�c51 /2" x1 '-1 " W/ �j � 1 /4" FITTED SIDE Rs N (2) -5/8" 0 THRU-BOLTS � � (ONE EA. SIDE OF WEB} ��� \�� W/ (6) -3/4" f� THRU -BOLTS SEE DEfAIL 4/S11 � �' / O TS 4x4x3/16 W/ ; � V � � , (3) -1 3/4 x 11 7/8 . — CAP I� : 5/8"x5 1 /2" x1 '-1 " � � � ' � � 3/16" LVL (RIDGE) .,.., � � � � � � � � i � � � � � � � � � ' � � �— 5/8" ROOF SHEATHING � j N � 4 RAFTERS PER PLAN I � e �'Illi ��, � , ��III ; II Illi � j �I�� U, W (2) -1 3/4x14 LVL (HIPS) _ _ — — _ �, ��i�, �� I I' 'lii '� Z —� _ ,i�lllll � Il�il �I I �'I ii I �� '� � 2" RETURNS I � i� '� �I �i I' I' W �� ' �'�II '�il I: � I I 3/16 �I - BENT STL. BEAM PER �I� II I IW i,' �I I �. ii Illll�iill � ili �, ED �c BM . WIDTH � i IIIIIIIIII I! � ' I II� ' � I Ii �Iul: Z �� �� DRIVE PINNED TO TOP 2� 2� PLAN W/ 2x BM WIDTH , � " I I ��III� � ' � � � I I I IIIII I � � PLAN W/ RIPP � i ��I � 'I I ; I � i I ;I — F L A N G E@ 1 6 O . C . I iI N�� I � , ;'li'�Il li'll ! I I, � �� ' ' I D R I V E P I N N E D T O T O P , I � I) I I �I I I I , II U' BRG . f� : 11 /16"x51 /2" x1 '-1 " W/ FLANGE @ 16" O . C . I I � lil' I I ' IIII�'! Z (2} -5/8" QS THRU -BOLTS � � li� �� I , W (ONE EA . SIDE OF WEB) SHEAR TAB : 1/4"x4" x0'-6" W/ (2) -5/8" Qf THRU-BOLTS ,„ �„ (ONE EA. SIDE OF WEB} J L 4x3x1 /4 x0' -8 W/ � 6 (dFFSET ON TS COL. 1 /8") 26�� �'�� (3) -3/4"� THRU-BOLTS 5/8" RQOF SHEATHING 3�� STL. BEAM PER PLAN W/ �c6 - DRIVE PINNED TO TOP FLANGE `�' 12 12 TS 4x4x3/16 W/ 5 � � 5 CAP I� : 5/8"x5 1 /2° x1 '- 1 ° - � 6 SCALE : 3/4" = 1 '-0 _ ' ' I m 1..1..1 w O S11 ' 1 J — 1 /4" FITTED SIDE FRs � C„� � W/ (6)-3/4" !7� THRU -BOLTS BENT STL. BEAM PER � � � O (3}- 1 3/4 x 11 7/8 PLAN W/ 2x BM . WIDTH — 3/16" LVL (RIDGE7 F�LANGEI @ E6" O . CTOP RAFTERS NOT W U �M v SHOWN FQR CLARITY W � ^ � z � Q 3 SCALE : 3/4" = 1 '-0 � w rn > � _ — _ _ _ = S11 rn > vJ " z N � � � STL RIDGE BEAM PER W Q Z � � PLAN W/ 2x BM . WIDTH J_ O O ° DRIVE PINNED TO TOP � � J Z U FLANGE @ 16" O. C . � � 1 /4" FITTED KNIFE I�?'s �� (PACK WEB SOLID & BOLT ' t ' W/ (6)-3/4" 0 THRU-BOLTS r (3}- 1 3/4 x 11 7/8 W/ TWO ROWS OF 5/8"0 Q W z O � 5/8" ROOF SHEATHING THRU-BOLTS @ 16" O . 0 ) � � � J LVL (RIDGE} � R RAFTERS PER PLAN -- v 3/16" 0 � Q � � J W 12 12 � � 5 � —1 5 � � 12 12 O � 5 � —I 5 � J � � 5/8" ROOF SHEATHING FLASHING PER ARCH . GO�'P• � O�yp. NOT SHOWN Q T RAFTERS PER PLAN "' NOT SHOWN 5/8" ROOF SHEATHING BUILT UP 2x6 CRIPPLE 2 � RAFTERS PER PLAN WAAL FROM LVL HEADER CAP f� : 5/8"x5 1 /2" x0'-10" W/ BASE I� : 5/8°x5 1 /�c0'-10" BENT STL . BEAM PER II (ONE8EA. S DE OF W B) OF STL. RI GEOBEAM NGE PLAN W/ 2x BM . WIDTH �, DRIVE PINNED TO TOP 2x6 FLAT FLANGE @ 16" O . C. \\�,, TS 4x4x3/16 3�� 3�� i 1 � 1aI I FITTED 1 /4" WEB STIFFENER EA. SIDE 2x10 FLAT ? 1 ��� z CAP f� : 5/B"x6" x0'-10" W/ � �; (2) -ac8 ��N (4} -5/8" 0 THRU-BOLTS 2 SCALE : 3/4" = 1 '-0 � � {Two �. sioE oF wEB} � s � � P R 0 J E C T : 0104-05 CAP I� : 5/8'k5 1 /2�� xo�-10° w/ ; D R A W N B Y : J P L KNIFE Q: 1 /4"x6'k0'-8 112° - � (2}-5/8" � THRU-BO�TS REVIEWED BY ; JPL W/ (2) -5/8"f�S THRU-BOLTS � (3) -1 3/4 x11 1 /4 LVL (ONE EA . SIDE OF WEB) �N �PROVioE BEVE�EO ; D A T E : PERMIT 06 , 17 .0� {2} �8 TOP f� FOR RAFTER � 3/4" T&G PLYWD . 1 1 /2" LT. WT. TOPPING 14� FULL LENGTH BRG . NOT SHOWN) REVISIONS : 3/16 J L 3x2x1 /4 x0�-a w/ CD s 08 .09 . 05 BRG . L 6x4x1 /2x0'-5 1 /4 LLV (2)-5/8"f� THRU-BOLTS PER PI.AN — - - - - - - - W/ SIDE R 's 1 /4x4x0'-6 (ONE EA. SIDE OF WEB) TS 4x4x3/16 TO PLYWD. PER PLAN 3/16" �N/ ( 1 � -3/4" OTHRU-BOLTS TO STL. W 6 x 15 COL FIJLL LENGTH 3/16° '' ; I -JOIST BLKG . @ BRG . � c i ._,� } — � 3/16" FULL LENGTH r 11 7/8" I -JOIST PER PLAN W6x15 STL. BM . PER PLAN W/ 2x BM . D ETA I LS WIDTH DRIVE PINNED TO TOP (2) - 1 /2'0 x4" LAGS THROUGH FLANGE @ 16" O. C . Bc�T. FLANGE OF STL. BM . PROVIDE STL. SHIM AS NEEDED ` STUD PACK PER PLAN 5 SCALE : 3/4" = 1 '-0 1 SCALE : 3/4" = 1 '-0 S11 S11 ��`s � � TS COL. PER PLAN � � � � �`'�� �� " ''. � , 'r� � , �<�r., � C 6 x 13 COL. W/ 3/4"0 THREADED � � r,� �� °�.„, a�� � x . r- � � � � ROD WELDED TO TOP, � ` �" �� �� � � ; � � MID-HT. , & BOT. OF G � � � � � � '°� � ��� � 3/16° CHANNEL COL OQ CONN . : ° � z � " � r�l L 4x4x1 /4x 0'-5 1 /2" W/ � (4} -3/4"QJ THRU-BOLTS �" � F � R� � r Vy` � T � f� yR � (TWO EA. LEG} - � r " � �q , . _ CONT . 1 1 /8x14 LSL VERSA STRAND RIM-BOARD PROVIDE (1 }-2x6 EA. TS COL 1 1 /2" LT . WT. TOPPING � � p M 2 x 6 E X T E R I O R W A L L 1 1 /2" L T. W T. T O P P I N G = 4" CONCRETE SLAB ON ��� q4�� r TS COL PER PLAN OR WA T E R P R O O F M E M B R A N E 1a, 3/4" T&G PLYWD . 5/8"xBM . WIDTHxo'-8" ON 1 1/8" PLYWOOD AT GARAGE. 3/4" T&G PLYWD . N � �' M CAP f� W/ (2)-3/4"�" STUD PACK PER PLAN � REINFORCE SLAB PER PLAN , � � 15 SCALE : 3/4" = 1 '-0 � 11 7/8" I -JOIST PER PLAN � Q � � g12 8041 '-4 - - - - — - - — THRU -BOLTS (ONE EA. m V O O TO PLYWD . 8041 '-4 SIDE OF WEB) , I` I� _ z� TO STL 8054'- 11 3/8 ° � � °a a — - - - - 8055'-1 � z Cn � � = TO PLYWD. a, Q = TO PLYWD . C 6 x 13 COL. W/ (1 )-5/8"0 I O �,P. Q � � THRU -BOLTS @ 36" � � I ALONG VERT. LEGTH OF COL. - � m�� STL BEAM PER PLAN W/ ac6 T 11 7/8" I-JOIST NOT ;e DRIVE PINNED TO TOP FLANGE 2x6 FLAT BEHIND COL (2) - 1 3/4 x 11 7/8 LVL 1a� SHOWN FOR CLARITY °>�,-> 8053'-6 3/4 KNIFE I� : EXTEND WEB OF 5/8"xBM . WIDTHxO'-8° I �, TO STL. CAP fC W/ (2)-3/4"0�� `_ __� — — N STEEL BEAM W/ (3)�l4"QJ 1 3/4 x 14 LVL's @ 16" O. C . PLYWD . FILLER PER MANF. THRU-BOLTS THRU -BOLTS (ONE EA. 1a° _ _ — _ _ � PROVIDE (1 }-2x6 EA. SIDE OF WEB) SIDE OF FLAT 2x6 TS COL. PER PLAN INDIGATES 2x6 TOP PLATES _ .� 2x6 EXfERIOR WALL N g S��:ALE : 3/4" = 1 '-0 � DO CONN . : '*'' 14 SCALE: 3/4" = 1 '-0 13 SCALE : 3/4" = 1 '-0 S12 '�r STL. BM . PER PLAN W/ 2x BM . 1 /4° FITTED SIDE I�s W/ � S12 S12 WIDTH DRIVE PINNED TO TOP (6)-3/4" fd THRU-BOLTS � _ FLANGE @ 16" O . C . � � , ii �� � j �� � I�IIII � I ' ' ' ' � (3} -1 3/4x 14" LVL I � IIIIIIIII� li�ll � � � , � (� �� PROVIDE SOLID � , �itll� 'll�l � i I I',II Z STL. BEAM PER PLAN W/ 2x6 STEEL SHIM AS 8053 -7 1 /4 I� li � �I �I IIIII '� � � DRIVE PINNED TO TOP FLANGE NEEDED TO STL �� � 'I � IIIIIII�II � �� �; , � ; ii ; � II 4 SCALE : 3/4 = 1 -0 I � � I I , , �ii li I I � IIII 'll�ll ��i !I L1J W 6 x 15 COL S12 � I �II � , , I"� III '�I'ii � ��� ' W , �, II 8053'-6 3/4 I �� I . ,I � 8040'-3/8° CONT. 1 1 /8x14 LSL ' i ill�l il ',I 'i,i I Z TO STL � � ul�l I I , , � �, u — TO STL. VERSA STRAND RIM-BOARD � ' II �I ' � ' - a STL . BM . PER PLAN '����I I , �I I I ,II , � �I li C7 = BRG . f� 5/B" x 6 1 /2'x 0'-6 1 /2° 1 1 /2" LT. WT. TOPPING „ II I I 'I�� I ' ' ��I" ' Z � � _ �N (CONT. 2xTOP F� NOT SHOWN 4 CONCRETE SLABON 'i� ' II 'II� II�'�� I I � �* W/ (2) -5/8 Ql THRU-BOLTS 1a' (ONE EA. MEMBER) (4} - 1 /2" 0 THRU -BOLTS 3/4" T&G PLYWD. WATERPROOF MEMBRANE ' , I ' �' � '� II W (2) -1 /2'� x4" LAGS THROUGH (TWO EA . SIDE OF WEB) ON 1 1 /8 PLYWOOD AT GARAGE. PACK REMAINDER BOT. FLANGE OF STL BM . REINFORCE SLAB PER PLAN . II (ONE EA . SIDE OF WEB} 11 7/8" I -JOIST PER PLAN OF SPACE W/ ac6 STUDS STUD PACK PER PLAN g St;;ALE: 3/4" = 1 '-0 8055'-1 - - - — — ° e o 6054'- 11 3/B W 21 x 62 S12 TO PLYWD . �P - : : f�` : __ TO PLYWD . � 12 SCALE : 3/4" = 1 '-0 11 : g �� _ � �._p� 2x6 STUD WALL IIII� � NP. ! I ; 8053'-7 1 /� I N I ' � 1yp, TO STL. S12 � � � � = � � % `� 1 1 /2" LT . WT. TOPPING � � , � i � � � � �/ �, % \/ ./ \/ � ��i � I , � � ! � I � ,, r 'i � 1 /2"0 x 10" A . B . 's @ 48" O. C. 3/4" T&G PLYWD . 3/� 6" 2" RETURN� TO STL 3/4 \/ �/ � � ��i' `���.�- �.. � �� �� �� IN CONT. TRT[7 . D�6 I� � � � �, CONC. STAIR SLAB 6" Iv�FI�I - � � � 11 7/8" I-JOIST PER PLAN � THICKNESS W/ #3's @ 12" `,/ �' �' �� � 1 /2" EXPANSION MATERIAL � _ 1 3/4 x 14 LVL's _ 1 3/4 x 14 LVLs @ 16 O. C . W W O � . _ _ _ c� _ @ 16 O . C . (BEYOND) — ��8053'-9 8053'-9 � r—^ EA. WAY STL. BM . PER PLAN W/ (2)-ac BM . � ° � °a s 2x6 EXTERIOR WALL 4" NOMINAL CONCRETE SLAB ON < Y TO PLYWD : TO STL FLANGE� @ 6'PO. CE& 4O5 8" f?S U v J #3 CONT. @ NOSING , TYP. WATERPROOF MEMBRANE � ' STONE VENEER ON 1 1 /8" PLYWOOD AT GARAGE " t } Z � = O (3) -1 3/4 x 14 LVL THRU -BC}LTS (fW0 EA. SIDE OF WEB) � d. RISE & RUN PER ARCH , PER ARCH . REINFORCE SLAB PER PLAN . � '4O NP� - 1a' " �" PROVIDE SOLID STL. SHIM AS NEEDED � — Q N ! '� �' � �' C 82 x 18. 7 �0 CONN . : v U ' �� \ . � 8055'-4 ' STL. BM . PER PLAN W/ 2�c BM . _ -- � SLOPE SLAB 1 /4" FITTED SIDE I�s W/ � � �� � ° TOW & SLAB a � (6) -3/4" 0 THRU-BOLTS WIDTH DRIVE PINNED TO TOP Q z � ' ' ° . � a 8054'- 11 3/8 �, (3) -1 3/4 x 14" LVL � � , . @ PERIMETER FLANGE @ 16" O. C . � W � n � , TO PLYWD. °� a a � L 3x3X1 /4X 0'-4" W/ � > v J � \ #5s CONT. HORIZ � � ( 1 ) -3/4 f�f THRU-BOLT 3 SCALE : 3/4" = 1 '-0 \ /\ . @ 16" O .C . , S12 W � � � � � ° � 2x6 DRIVE PINNED TO � � O \ ° GCHANNEL @ 16" O.C. ' 1 1 /2" LT. WT. TOPPING � � � L � � � � � � 2x6 STU D WALL � � � � SLOPING 1 3/4x14 LVL @ 16" r STUD PACK PER PLAN 3/4" T&G PLYWD . , � W z � '�� -row . . � � � S Z O � � STONE VENEEFi 2x14 BLKG . PANELS @ 24" � �� _ � 2x CRIPPLE WALL PER ARCH , � a4�� a �� IN FIRST JOIST SPACE W/ (5)- i S-: :ALE : 3/4 - 1 -0 - - - - - - - 8055'-1 ', . 8d NAILS INTO EA. PANEL, TYP. S12 TO PLYWD . z O w � � `� _-- ------ ------- -- � 1 1 /2" LT . Wf. TOPPING J � CONT. L 4x4x1 /4 W/ C �NT. TREATED 2x14 LEDGER - � W 1 /2"fd x 4" EXP . _ _ _ _ _ _ _ a . a W/ (1 )-5/g"0x6" EXP . ANCH . (� STL . DECKING NOT CANT. END OF �� ANCH 'S @ 24" ° .-- - 3/4" T&G PLYWD . � �, i i a � @ 24" O .C . , TYP . WHEN RUNNING 1 SHOWN FOR CLARITY MC 8. 2 x 18 . 7 � � ' PARALLEL TO JOISTS 8053'-9 - — — — — — O � ' a 8053'-9 - - -- - - ° � — TO PLYWD . 11 7/8" I -JOIST PER PLAN J � � a a � TO STL � SLOPING ;' CONC. STAIR SLAB 6" MIN . a aQ T L ;' _ CC T THICKNESS W/ #3s @ 12 � a i `j EA. WAY d a. d a � a� .a a a � � . o ° 4� � � MC S x 18 . 7 � #5 DWLS . x 2'-0 � :a � � � � L 3x3x1 /4x 0'-4° 11 7/8" I -JOIST PER PLAN \ \ DRIVEN INTO 5/8°0 ° a a a _ 4 a � � � !/ 2" RETURNS „ i' x 4" HOLE IN WALL , � 3I16 , aa . � �, _� (2} - 1 3/4 x 11 7/8 LVL a \ a � � g S:��ALE : 3/4" = 1 '-0 2 SCALE : 3/4" = 1 '-0 '� ° ' .. ° �/ S12 S12 ,, � #5's VERT @ 16" O . C . Q �� a #5's VERT @ 16" O , C . � � „ 2" CLR. 10' EA. FACE � RAILING PER ARCH . #5's CONT. HORIZ. 4 4 I (3) -1 3/4 x 11 7/8 LVL (RIDGE} `'� a , #5's CONT . HORIZ. ! 5/8" ROOF SHEATHING / @ 16" O .C . a @ 16" O .C . EA. FACE �- 2x6 EXTERIOR WALL il , �� (3) -1 3/4 x 14 LVL �i (3) -1 3/4 x 16 LVL (DROPPED RIDGE) P R O J E C T . 0104-05 � � � � � � nP ° . � nP NOTCH TOP 3/4" FOR FLUSH RIDGE D R A W N B Y : JPL \� / #5 DWLS . xI _ , o #5 DWLS . x ; a . : � 1 1 /2" LT. WT. TOPPING (FLUSH) f 12 I� ° @ 16�� ``' (2)-#5S CONT. �, 3/4 T&G PLYWD. 1 1 /2 x 1 /8 STEEL GRATE /� CONT. L 2x2x1 /4 5 � @ 16" O . C . `v TOP & BOT. ' � I� '' � • ° � 5 REVIEWED BY : JPL 6 a 2�-s �� DECKING (MCNiCHOLS CO. � � GW SERIES OR EQUIV. ) I � _ RC}OF RAFTERS PER PLAN D A T E : PERMIT 06 . 17 . 05 / ° #5's x6'-2 @ 16" TRANSV. ` gfl53'-g — — — — — 8053'-9 �'" @ TOP & BOT. �, TO PLYWD . TO STL & 2x CRIPPLE POST PER PIAN R E V I S I O N S : (2}-#5's CONT. � 1 /2" EXPANSION MATERIAL DECKING � ToP & BoT. � . ' REVISED PERMIT 07 . 27. 05 � #5'S CONT, LONGIT. a Q . 4" CONC SLAB C OO NP • ' NON -2x BRG . WALL I STITCH WELD � , CD S OH . O9 . O5 � � , 16" O .C . @ TOP & BOT. a PER PLAN 5043'- 1 i 1 /8 1 /2 - 24 �--_ MC 8 x 18 . 7 i Q REVISED 08. 31 . 05 � N � a . TO SLAB � 8042'-9 °° ° ' @ PERIMETER �� 11 7/8" I -JOIST PER PLAN STITCH WELD � TOF ° a a a ' 3/16" 3/4 - 24 d" a ' a ° a n ° a ' d dd ° Q � 0 � 1 �8" 1 �2 - 24 /STITCH WELD a � � . o ` . . d . � . . 6 � d � d . . 'o / ! . . . � . a � /;� �- CONT. L 3x3x1 /4 W/ D ETAI LS �, PERIMETER DRAIN 3/4" QJ x THRU -BOLTS �� PER GEOTECHNICAL 8�� 8'� 3'-8" 1 '_0" 8" �,.� v @ 12" O .C . % ENG . 6 8 O� � 2x6 EXTERIOR WALL (BEYOND} , � / S'�ALE : 3/4" = 1 '-0 1 SCALE: 3/4" = 1 '-0 1 � \\ /\� _ SCALE : 3/4" = 1 '-0 5 .. S12 - � _ - S12 S12 W � W �� W ,�� IMPROi/EMENT L�CATION CERTIFlCATE ,�/ � / I hereby certify that this improvement Location Certificate was prepared / G 0 R E C R E E K / for SCHAEFFE#� CONSTRUCTION , /� that it is not a tand survey plat or improvement survey piot, and thot it is not to be relied upon for the establishment of fence, buitding or other future � °F �� impravement lines. cr�c � � � I further certify that the improverrtents on the above descfibed parce! on this date, 6/23/06 , except ut�ity connections, are entirely within the ��N �/ boundaries of the parcel , except as shvwn , that there are no encroochments � upan the described premises by improvements on any adjoining premises, _�,� W �`�� � except as indicated , and that there is no apporent evidence or sign of any � W W W yy —�-`N ; eQSement crossing or burdening any part of said pvrcel, except as noted . � � / . `,�N � 'O � �� � >ef ��I'/. � � ', I � � ��r � �� �� 50 SETBhCK LME i � � �• �OC� ��. � 9� . w� TO iHE CENTER OF GORE CREEK � Stan Hogf ! . , , t' , �^ . � / _ , Colorado � S�'.',�598 �o :� - / � - , _ � ' '° • 265gg � ' : � . . � -'� � oo � ��' ' � °` ' % �000 � � a. � a / DATE : _ � � ��— � �. . � , � ` -�a`''` = . '-. � ''•�... .. . .•••' Q ,,,,. . , � �--' ��'''�y'�l l �K� ��`''' '� �••,,,, , , , . . , . , , �,,��`' ; � Q 20 0 20 40 _ 60 Feet -.� � p6 � \ f -- t - -- ----- --+ -_ _ _ -- - � � � o�i�+EtEV�noN: E � �-�. _ . ._ ___ � / -- - - --- - ----- - NOTES: 1�SBULT INVERT EL = soo7.e N .� �2�'� � / � 1 ) DATE OF SURVEY: 6/23/O6 � - ' \ 2) SURVEYOR HAS MADE NO INVESTIGATION OR tNOEPEMDENT SE4RCH FOR ,_ % � � EASEMENTS O� RECORD (OTHER THAN PtATTE�) , ENCUir18RANCES, / � s.o' . _ - � � R E S T R I C T I V E C O V E N A N T S, O W N E R S H t P T I T L E E V I D E N C E, O R A i�t 1�' O T N E R FND. PN�t dc YELLOW PLATIC GP / _ � s�t ` FACTS THAT AN ACCURATE AIVD CURRENT TITLE 5EARCN MAY DISCLOSE. tS f 3174 � � � `� � � �r � '' � � LOT 5O ��� \ � .- 10 3) WOTICE: ACCORDING TO COLORADO LAW YOU MUST C�MMENCE ANY LEGAL � '� -� � 21 , 820 SQ . FT . � ACTION BASED URON ANY DEFECT !N TF#S SUi2VEY WI�}i1N THREE YEARS # / ' SQ09 AC . 0•7� � w�-�- AFTER YOU FIRST OISCOVER SUCH DEFECT. !N NO EVfNT, MAY ANY \ ACTION SASED UPON ANY DEFECT IN THiS SUR'VEY BE COMAdEPICED MORE , � . � ' �ocx w,u. � HocK w,ou � 6 \ THAN TEtJ YEARS FROM THE DA'fE OF THE CERIIFICATION SFtOWiJ euttnrn�c sFtaACK HEREON. 32 �a °' \ 2 2. 4 � � F � � � 5. � \ � 4) BASIS OF PfZOPERTY LINE LOCA110N : WEST PROPER7Y UNE �OT 50. (SEE DRAWING). � 3 , �v. , � , 9 .0 � a 0 .3' S BASIS OF ELEVATION: SEWER MANHOLE AT NW COR LOT 50 IM/=8007 .9 SEE DRAWlNG . ' 35� � 3. q • � m �♦ > gS - � �j � � � 3 3� 3 3' - • � o t � � �-3 �- LOT 49 6) BEARINGS AND DISTANCES ALONG PROPERTI LINES SHOWN HEREON ARE AS SNOWN ON THE 4 SUB�MS{ON PLAT ON�Y. A BOUNDARY SUf�VEY WOUL.D BE NECESSARY Tl� DE�EftANNiE THE TRUE ' n �. �- 1 � ' 0 � N � � ° ' �A \ �4 DIMENSIONS OF THE LOT AND SETBACKS, WHlCH Ir{AY VAf2Y FROM THE PLATTED DIMENSiflNS. �� / / / / l � y ToP ca►�c � s- \ � 7) DRIVEWAY AND WALLS UNDER CONSTRUCTION AT T1ME OF SURVEY. 1 ^ti 3 ?� 8039.5 �. t ' � � 2 6' -- \ � 8) POSTED ADDRESS: 1345 WESTHAVEN CfRCLE. � j. 3' 3 .2 2 1 /2 STOf7Y PLYYl000 -� 1 � _ _ - - w o o o/H O C t c N o u s� P. � � 9) T H E A P P R O X I M A T E L O C A T I O N 0� T H E 1 0 0 Y�A R F 1.0 0 D P L A I N A S octc � � ��- ' u� coNSrRUCnow � � 9• � �+ SHOWN HEREON IS INTERPOLJ�TED FROM TOWN OF VAI� FLOOD INSURANCE STUDY � �OF --t"'" `�' � \ F�LOOD PLAIN 2ELEVATIONS �SHOWN AR�EBApED ON�EAG�RNER SANITARY SEWER � ���G r � � � - ��� �3 3 � \ ASBUILTS. NO FIELD WORK WAS DONE TO VERIFY ELEVATION BAS1S AGREEAdENT s � � 3 _, \ WITN A U . S. G.S. BENCHAAARK, AND SURVEYOR DOES NOT CERTIFY THAT ELEVATIONS � _, �ooR� : ♦e � � \ DO AGREE WITH U .S.G . S . YERTICAL DATUM. THE FLOOD PLAIN SHOWN IS LOT 51 ti ' � e' � p _ —�� � � � \ VERY APPROXIMATE AND IS SUBJECT TO CHANGE AS EL�I/ATIONS CHANGE. ° tie � \ � o � � . � \ � � �' � � � ��' \ � , 3 g OJ' CONC WALL _ � J � �� n , « ` '� �� � 5.0' ♦ ROOF PEAK ELEVATION (TO PLYWOOD) N A 8067 . 3 � �� �\ '� B 8075. 2 � � 3 � . � � is.o' R� � l °` � \ D 8�70 .8 `L , \` � , E 8070 . 9 0 0 � 4' \ �' � ca�ncE sue `,, \ F 8057 . 6 , G 8�68. 4 � ' ?�� H 8061 . 4 ,s . �' �/ lY BUnnir�c SErencK � � � I 8070 . 2 0_ 2 ' - a 3 � , � i � � � v . ��, J 8058 . 4 ' ' � � � � K 8062 . 8 ,� ' � ' ' � ,� \ � L 8070 . 2 y � A0 _ ,° � .,� '� � ' �� ti' o.�' coNC wnu / owuw�cE � �o- � Q � � � � / r4"�� f�fR � �`') F" �a� �l . � EASEI�IENT � �U . � - - �- , N � : � ;��:� � � 1,'IEt�,r � � � _ , PFIONE PED � ' - � t , °, ' r= �' �''� F{CJ1i/� s. s � �_ _ N PED �„� .� � �� � 20.0' � a���� ��a. � �. 1 = 12' 34' 44" _ ' R=200.00 , � L= 43.91 �3:r��F� � ' � � ��i uw our --- .....,,. � 2 � � Y�I � � 00 .� 8 M � S �g21 ' 46 4 � ' � . [� � C� � �I � �— �---F� �. C D - - - - R � � �- G ��N 2 � 2006 D 1MPROVEMENT LOCATION CERTIFICATE �o. � � � �S , 3 , �4 T H A � E N LOT 50 -��� Np � �/AtL NJ E S AMENDED P � AT GLEN LYON SUBDIVISION TO WN 0 F VA f L 41199 HIGHWAY 6 & 24, EAGLE — VAIL P. o. �X , 23a EAGLE COUNTY , COLORADO EDWARDS, C0. 81632 (970)949 - 1406 26261LC . DWG 6/27/06 KP� JOB No . 262fi ^ � � � �o �n - �o oa o� O � c.� r" r�- . �v- � r° - � °'' , .o 0 ._ v. .. N � N W �„� F� W+ LOT 5 0 � � � � . �., W�j r�' 1345 WESTHAVEN CIR . Q 0 � � GLEN LYON SUBDIUISION � � � � � 1lAll C � LORAD � � o , � �., �, � � REVISED FINAL DESIGN REVIEVW SET � 6 . f 6 . 20a5 � � a . . � � ., ��.. v cu � • . ,.,, GENERAL NOTES: ...� � . DONOTSCALEDRAWINGS. PR4J ECT SU M MARY : P �iCJ� ECT TEAI�'I : DRAWI NG I N DEX : � �, ,.. 2. VERIFYALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIORTO BEGINING ANY Code : AI�CMITECT WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR � A0 . 1 TOPOGRAPHIC SURVEY 1 " -= 20 ' - 0 " � DISCREPANGIESINTHEDOCUMENTSIMMEDIATELY. INTERNATIONAL RESIDENTIAL CODE 2003 K. H . WEBB ARCHITECTS P. C. L- 1 SITE GRADING PLAN 1 " -= 10 ' - 4 " 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRITt'EN 953 SOUTH FFtONTAGE RD. SUITE 2 I 6 L� 2 LAN DSCAPE PLAN 1 � � = �. O � � O �� APPROVAL FROM THE ARCHITECTS BEFORE CONSTRUCTION CONTINUES IN THESE PARTICULAR Construction Type : VAIL, CO 81 b57 L-3 SECTION & V1/ALL DETAI LS VARI ES � AREAS. , T e V- non rated PH . 970.477.29�0 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR YP FX� 97O.�I'77.2965 A2 . O MAI N LEVE L FLOOR PLAN 1 /4 � � = 1 � - O � � FACE OF CONCRE?E UNLESS OTHERWISE NOTED. SECTION AND EI.EVATION DIMENSIONS ARE � � � studio@khwebb.com A2 . 1. UPPER LEVEL FLOOR PLAN 1 /4 � � - 1. � O � � TO TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OCCUpa C1C�/ CIaSSIf ICatIO11 : '- " OTHERWISENOTED. CONTACTS: A2 . 2 MAIN LEVEL( GARAGE ) 1 /4 " = 1 ' - 0 " s. PROVIDE ALL NECESSARY BLOCKING IN 5TUD WALLS AND CEILINGS. LOCATIONS INCLUDE � PE R DIV . 3 KYLE H . WEBB / HEATHER BARRIE A2 . 2a LOVUER LEVEL PLANS %4 " = 1 ' -0 " BUTARENOTLIMITEDTOCEILINGANDWALLMOUNTEDFIXTURES, TOILETS, TOUET Separations : A2 . 3 ROOF PLAN �. �H �� ° �. � � � � � ACCESSORIES, CABINETRY, COUN7ERTOPS, SHELVES, CLOSETRODSANDFALSEBEAMS. GENERAL CONTRACTOR A2 . 4 GRFA CALCS . Z�S � � = 1 � - O � � � 6. REFERTOFLOORPLANSFORDOORLOCATIONS. REFERTODOORSCHEDULEFORDOOR 1 Hour ( Garage/ Residence ) A2 . 4a GRFA CALCS - BASEMENT 1 �5 � � = �. � � 0 � � � SCHAEFFER CC'aNSTRUCTION TYPES. 1 Hour ( Mech . / Residence ) PO BOX 373 A2 . 5 ELEC . SITE PLAN 1 " = 10 ' - 0 " � 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR VAI L CO 81658 WINDOW TYPES. � A3 . 0 E LEVATI O NS 1 /4 " = 1 ' - 0 " � PM . 970.845 . 5656 � 8. COORDINATE ALL ELECTRICAL AND MECHANIGAI FIXTURE5 TO FIT WITHIN CEILING FLOOR CONTACTS: A3 . �. E LEVATIO N5 1 /4 � � = 1 � � O � � � 0 AND WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERtING FROM DRAWINGS. A3 . �G E LEVATI O N S 1 /4 � � = 1 � ' O � � � Q - . BRIAN G I LLETTE � � . ? � � 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BY THE CONtRACTOR � � : _ � � RCHIOTEC?R A�IL RE O GIVE 0 DAY NOT CE TO ,A CHITECT SFHALLI NOT�CONSTIME A DEL4Y A4 . 0 S ECTI 0 N S 1 /4 ii i �. ; - 0 ii � > � V A 4 . 1 S E C T I 4 N S 1 /4 1 0 � � IN THE PROjECT. L A N D S C A P E A R C M I T E C T - .� �,,, Q,, A4 . � SECTIONS 1/4 " = 1 ' - 0 " � � 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALL APPLICABLE CODES COLC� I�ADO LAN D ART STU DI O� I NC. A4 . 3 S ECTI O N S 1/4 " = 1 �-O ° .y� ��"W AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS GOVERENED BY THE ,_. UNIFORM BUILDING CODE 1997fDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION PC� BOX ZZS7 � � � DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES A5 . 0 W I N DOW/ EXT . DOOR SCH EDU LE NTS � O �7 `� INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. EAGLE, CO 8 I 63 I _, O PH . 970. 376.2977 = 1 I . THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND CONTACTS: � E..�., OBTAIN APPROVALS FROM THE ARCHITEGT/ENGINEER BEFORE ANY CUl'rING, NOTCHING, OR � DRILUNG OF ANY CAST-IN-PLACE CONCRETE, STRUCTRUAL FRAMING, OR ANY OTHER CRISTIAN BASSO STRUCTURAL ELEMENTS WHICH MAY AFFECT THE STRUCTURAL INTREGRITY OF THE � � CONSTRUCTION. STRUCTURAL ENGINEER � �� 12. THE GENERAL CONTRACTOR SHALL VERFIY ALL EXISTING GRADES AND SCALE OUT THE � BUILDtNG FOOTPRIN7 FOR OWNERAND ARCHITECT APPROVAL PRIOR TO BEGINING ANY SITE STRUCTURAL DESIGN SOLUTIONS� IRIC. WORK. � � PO BOX 2494 13. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK AVON � CO S I 62O SURFACES MUST BE MAINTAINED REASONABLE PREE OF ICE & SNOW TO ENSURE MINIMAL � PH . 970. 94�.7 I OO PROBLEMS WITH THESE SURFACES. FAX. 970. 949 .3377 14. SUBSTIMIONS OF "EQUAL" PRObUCTS WILL BE AGCEPTABLE WITH ARCHITECTS WRITTEN CONTACTS: APPROVAL. � JEFF LEONARDO 1 S. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR AND EACM SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, I NTE R I O R D E S I G N E R EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE . INDUSTRY. 16. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE � H ENAU LT $c ASSC�C., I N C. P R 0 j E C T : 24I d S E T B A C K S W I T H O U T C R E A T I N G E A S E M E N T S. N O T I F Y A R C H I T E C T I M M E D I A T E L Y O F A N Y P C 7 B O X 2 6 7 I D R A W N B Y : NB DISCREPANCIES. VA I L CO 8 I 658 17. THE GENERAL CONTRAGTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING PH . 970. 926 . 23 I I D A T E : UTILITIES. ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETA'TION PH . 970. 394. 33Hb REVISIONS : IMPACTS TO THE SITE. C4f''�ITACTS: I FINAL DRB SUBMITTdL 03. 14.2005 18. THE GENERAL CONTRACTOR SHALL MINIMIZE THE LIMITS OF EXCAVATION AND TAKE � AN CH'E NAU LT ADEQUATE MEASURES TO PROTECT ALL VEGETATION BEYOND THE LIMITS OF EXCAVATION. ALL REV.�D FINQL DRB SUBMITTAI AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED 04.0� .ZOOS LANDSCAPE EXCAVATION. ALL AREAS OF DISTURBANCE SHALL BE RE-VEGETATED TO BLEND WITH THE NON-DISTURBED LANDSCAPE. REV'D FINAL DRB SUBMITfAI/ BUILDIN6 PERMIT 06. 16.2005 19. THE SOILS REPORT IS AVAILABLE FROM OWNER'S SOILS ENGINEER. 24. GENERAL CONTRACTOR SHALL VERIFY ALL SITE DEVELOPMENT WITH LANDSCAPE CONSTRUCTION DOCUMENTS. 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'�; � � A-4 A A-4. 1 A-4. 1 A-4 , 1 s °' _ . 2 83'-7��� `O a � r W ' � ~ 16' -5}° 33 '-6° 19 ' -6" 10'-10}�� 3�_3��� _ �^. �., • 0 • r.. . �,�� 1 � .9��� 2 �_6��� ��,� 1��� 2 '-11" 1������ 2 �_��� 1 �_��� ��� 9�� 10 ��8�� 10'-8" 10 '-8° 9" . 3 '- " 4�-6° _ -6��� N v� , GUARDRAIL (�36" AFF "'� ELEV. 8037'-1" HEATERS 6UIL'f-IN 3 a TO TRELLIS BEAMS � � TC 36 FIN .GRADE � � CABLE TRELLIS n .vC N � �b GAS FP �' EDGE OF PATIO ABOVE � DIRECT VEN • '' ' — — — — — — — — — — — - - - - --- - - = — - - — — — — — — — � OPEN TO BEI.O u., ' �-�-C _ — _ — _ — — _ — — — = C — — — _ — — - _ — - � (;� H - - - u I I � _i" -1 _ �. _l" _I= 1_ �._f �nj� _ 1_ _ _i _ 1_ _f" _1 - 1- � _f � n � i_ T - I_ .� �. - I- T" - I-I I � N LE . 80 9'-7" � l I i II � I I I I I I � II � I I I I I I I I I I � � � r "�' ` I I I I TOPpFP�VES � � II � I I I I I � I I I ( II � I I I I I I I I I I � � �- 6" 5TONE VENEER � '- I I I I I I I I I � II � I I I I I I I I I I � II � I I I I I I I I I � � _� _ N � I I I I I I I I I � II ) I I I I I I I I I � II � I I I I I I I Io, I I � � BRIDGE O � I I I I I I I I I I � II � I I I I I I I I � lI � I I I I I I I I � f I � � � ,�,, 5 � �, � w� X �s I I I I I I � II � I I I I I I I � il � l I I I I I I I f I II °' o � H N � 5-�EL FOL.IS I I I I I � i I � I I I I I I I I � I I � I I I I I I I I f I � � (� � 5 OPEN TO BELO � I I I I I I I I I I � II � I I I I I I I I I �I�I � EDIHE�RTH I I I I I I � � O i• LIN�O�REL�LIS �BOUlE — � _ L J. .LI ._I. _ I _ _L — I _ L _I. — I _ _I. .� '1AFFI _ L 1 I _ L 1 _I L 1 OO Y x � FAM I Y e��� .� � r� T —� — �— T � � � TT- I � - � - � - � - T � - � T � � �*�� T —� �rT � � SHEL E I • I I I I I I I I I I I I I ( I ( �_ I �� I � FO �tD A 0 I�Y I I ( I ( I I '� �' � � w�" I � I I I I I P�Tio� I I I I � � 5 � � P�CE NS R �oR� � I I I I Q m I I I I I I I I I I I � I �AT�� I I I I I �- H ELEV. 803 '-4 ' . . �? � � � � � � � � � � � � � � � � � � � � o� � � � � � • • . HEAT GLO SL-550TRS-D � T.O. LA 1 � � � � �.,l EL�V. 8Q39'{7" � � � � ( � � � � � � r. � � ( � . 32" RE R VENTED DIRECT H w6 x 15 I I I I �j`r j T.oFPAV�ERSI I I I I I 1 ( I I I I I I I I I I Gas F MASTER LINE OF a00F ABOVE � PATIO � � ,— - - - - -�,�� ILT-IN STEEL .COL. 5 � � I I I I I I I I I I I I I I I I I I I I ��� � N 5 ELVES (. I I I I I I I I I I I I oi oM I � 1 I I I I I I I I M ST R o � I „� � � c L _ L .��L 1 ��L _ .1 L B DR OM � - - - � - � " - N o I — � � � = W 6 STONE VENEER • ° eh _ — — I � � _ � _ � 2 2 2 ELEV. 8041'-4" � N � v m � � � � � � � � T.O.PLYWD W6X15 . _,,, LINE OF FLOOR ABOVE DIAG. BRACE � � � � ��v � � : I 148"X44" MOD N .r.:. : I I : : - - - - - - � - - � � � � I I I I �o o I I I ( RUMfORD MASONRY � � � ws x 15 � �. � � � � � ; I I I W/ GAS � � 1 UO �` STEEL COL. 5 0 . ' 7+n � , I , „ � � WE BAR 36" UILT-IN SHELVES! I I i INSERT I I I I ` ' p i� � ; EAKFAST ( � ELEV. 8041 -4 'ABINETS @ LIVING/ , „ in I I T.O. PLYWD I ( AFF INING/ 72" AFF I I � � STEEL PANELS AT 4 -6 N 6" STONE VENEER I � I I I REF. UILT-IN SLIDING I I I I EAST LIVING RM. . I I 1 � � C FFEE � INE RACK AT RAISED ( I I I WALL I I N � � 70N I PPER COUNTER : I I I I � I � I y � I D�K� I � OPEN TO BOTH SIDES I ( � I I I I � � — — — — — — — — — — _ �'_-� I : : � : : � : : � � ( . . ARE� 6�� STONE VENEER �j6 15 � � �° I c H�Y I I I I I I I � MASTER � STE L C L.'S � . . . . . ' JETI'ED N I I OF aIDGE ABOVE ° I � I I ( � UNE F RIDGE ABOVE • � ( I CLOSET — _ . - - -�- - - I - - - - 4R.'SQ � ' � � � � � � — — - - I I - - - — . . � ( � 22 ,. H TUB CT IA . B CE O 3 T. 'S � " � � � � 2 0 2 � � � 1 � � � � � � � � - A-4.2 2 .'S 1'- ° � N BBQ � > ) � KI HEN I I > I I I ( ELEV. 8039'-4" I I I I ( � T.O. PLYWD I --' TILED � '- T � U � q I 2 QI � I I i I I EN �' � � UILT-IN SHELVES/ � �� ''� 2 cNi► I u�i I I ABINETS @ LIVING/ I ( ( I I I ( Fp a I I' � ) I � I ( � I I INING/ 72" AFF � ( ( I � I � ISLAND 36" AF � W MASTER � A-4.2 , I I I I I ( , I I , � � WENGE/RESIN �� p BUILT-IN L / I I SLtDING BATHROOM � 2 •• ���� v � � I I I ( I � I D I 72 AF ( I i BARN DOOR W i T-IN 110 Z IO � �/ p 5�'�'�� � � I F N7ER 3 � ( , , � � I I CAB 5 f� LI I G/ ( I R&S ' 2 � 3 NI ��:,J Z I � I I � P F � � W B IL -IN S�H �LVES/ I I � I I 2 2 5 n� � � 0 2 A3 . 1 A3 .0 20 3 I I 3�'2 ° �� I I EE C ' . 5 C 81 GJ �� AFFNG o L _ HW � � � � � � _� W6X15 � � � � � � ` -� - - - - - - - - - " � -- - -- - ' '� DIAG. BRA E I I C (aj @j {� N W/ AR � � � O - - — - - - - - - - - - - - - - - — - - W- - - - - - - - - - - - - - - � �'` ._ �. — — — � - - — - - �-- - - - - - - - - - - - — � . � W6 x 15 �' '"� 1 . � � sr�e� co�s— G 1 � � QUILTED WOOD I I I I Q ILTED OOD � � EAST BARN OOR CO DN , ET L1S 1' 0" �'S��� ,.��, � I + PANELS T FOYER I I NTRY pN I I I I �_ �� SCaE N DI D C1 M � � SIDE OF �S � � OYER I I 5 DE OF C BS I I I I HALLWAY ELEV. 8041 4 O ZO7 I I I ELEV. 8041'-4" � I 220 T.O . P��n►vo TAIR �iV I � 'a SHELV 5! ELE . 8041'- " I PANEL TO WR I I I I � I I CLERES ORY I I I I 23O ^ � �' 1'-6" T.O PLYWD PANTR WALU I LEREST RY 1 R.'S @ 7 33" WALKOU p � "BLAC " WPAE- 15�1 � WINS. A OVE I I I I WINS, BOVE � � � SLIDING �p 1 T. 'S @ 1 -0" e�v � - - - - - I � � � O6"� - - �/'� �`' • N .� � � � � — _ � _ � � � .� � � � _ � � � _ � • .� � '_ n C . ... � � y� - - - WEST `- - - — � i � � I I � PP I I � I I � ( �� � � � � N 6 -0 2 3 W � � _ �� CORK BOARD MALLW � �A � � � V .p� PANELS SLIDING '"� A1 I I �-/ I I A1 � � I �� J � � � �� CC D � N � \ �I Z O H B A R N D O O R I I I I I I - - � FWT�E I � o � � '�a�oG � ( I PA-no I I I I I W, I . 0 c BATH �-� � i � ��.`'`"� $S �� COUNtER (c� 36' AFF � � ( I ( I I I L229J � � � C � cCi W10 X 22 z2 $ �p � �„ � � III W� OPEN SHELV 5 � � '� I I I STEEL BEAMS I ( ( T � � � o � \ BENEATH, BULL TIN ' ( I ( I I I w � � p C.7 w— � BOARD ABOVE. RO STOR. � � � , I J O VI ONE CH RG POWDER � � . 4 �.--�- W6 x 15 N cn in C � JILL� S � I I�ING ST ONS 210 209 tO �'' STEEL COL.'S - - CP ,. _ _ � 3 OFFICE C VACUUM , � � ;'= °: REF. � H � / 211 � I BROOMS, INE OF COVERED PORCH M N ' I � Q � d � CLEANIN �FFICE� I 6 STONE VENEER +;� � � GUEST � � `�� N � � = M 11 �� 10 '-8" 10'-8" 10'-8" " 2 � � � N 1����� , � = ELEV. 8043'-4" � Q O III I � - I O1 � $�_6��� _� 33 '-6° T.O. PLYV1/D � 3'-10�" III � I _ _ LINE OF FLb R ABOVE I f— — : I i O0 ' � � ■ ' � : � I IO � � �ECK A I co r+ � � � �I ill l � 600 � 1 � � n INII � PROJECT : 2416 ,,, DRAWN BY : HB ,�„ � �'�, A� . 1 — — � — - — — Up D A T E : 03 . 14 .2005 LINE OF DECK BOVE J EL . 42 - 0" I y� ,�6, � ��, �I AI � � .O.P rw „ � 5 �_Z �� REVISIONS : � 91 � � � ��`� 19 ' -5 " 11 ,_g„ FINAL DRB SUBMIITAL 03 . 14.200� REV.'D FINQL DRB SUBMITTAL � � � 5 �-8��� 04.01 .2005 � � STAI R O1 � �I � o ,�' , 216 REV'D FINAL DRB SUBMITTAI/ I 1 �p� / � \ �p B U I L D I N G P E R M I T 0 6. 1 6.2 0 0 5 � 9 ti ti� � •y \ ti� � ,. � ° P T sH '� ��� \ � ��s, MAIN LEVEL FLOOR PLAN �� - o ` 1 l�a�� = 1 �-0�� MAIN LEVEL 21 � .� FLOOR PLAN �. -: a . � � � �2�, �oy r � �o� �` �� . -r �� R \ � O% ��+ • r. �- � �. �o �n — �o eo a� O e�1 V � � - . `Cf" J � � � Cf� _ � � a N N W ' F�, P►. � 1�» _ !�' yf • � • 1� H � � W � � d � GC W � � ~ � � CG W _ �+� _ . � ".` •• •� � ' � VACUUM, Uy I N U i..i O OFFICE a ��� / 2 � 1 \ ( O B R O O M S, INE OF COVERED PORCH m N � W CLEANIN � �. � . N q,� " 10'-8" 10'-8" 11 N 1 � _"4�� � IU i ' � � � 8�_6��� � 3'-10�" IIII � 33'-6" v I ° = I I Q � II � � , r H � � ��� � � soo ,-"'-I 1 .�..�. I In I � �� � >, cu �� � ;j A3. 1 � � • � ELE . 8 42 '- 0" y� ,�6,• � ' � ( I� ( � .O.P YW "C I (� I i � GP��� �� v a.. rnoo � -- � j� 'v ,, STAI R � I� ) � '� � 1 1p 216 2 � � • ., � � ,5 �; � � P 1$ ``� \ V� 3 � ti1 � � ., o P W ,� .5�: � � �t�,, a '1' ' �� ° T SH � s, 21 \ �,,�, � \ � , o . � �2� �o� �' '�` R \ \o� � \ _ , 5� „ �� \ �� �A L ' s � �9`�0 ° ° co \ \�� � � \ � � W�+ F �o \ \ \� ,� ,6' �� .,� � � � �,' RAGE ELEV. 8043 '-1° \ \ � \ � �. HATCH INpICAtES (1) gAY # 1 r.O. S B � F � ��y HR FIRE RATING � \ � ` p � 217 � � � � ��- � � � - —."` --�- FD .,.._ ....._ ' ✓ ` � 4� -� . � � � � � ° � GARAGE \ � p i. o 0 � • � v CV � � [� �„�,� ' i ..+ � BAY # 2 � ♦ °� � � : ?� � ��,, 218 � � � � � � v° �' _"' _"' FD � s v„ aa '� — , �_ �- d � � W EL . 8043'-1° � .J� . T.O. B � � � � 6. � � � � �� „ � � O 1► - ,�, ,6 �, _ �o., titi ' � a F- u�, �� �/ �=• / � � ti�, �$ : *. I � Qc � 3�� �3, P32 1�, 'o� PROJECT : 2416 DRAWN BY : HB D A T E : 03. 14.2005 REYISIONS : FINAL DRB SUBMITTAL 03. 14.200� REV.'D FINAI DRB SUBMITTAL 1 MAIN LEVEL FLOOR PLAN { GARAGE ) o4.ot .2oo5 1la — 1 -o REV'D fINAI DRB SUBMITfAI/ BUILDING PERMIT 06.16.2Q05 MAIN LEVEL (GARAGE ) _ FL04R PLANS . r• i �n ,... �o �n — �o 00 0� O ~ V r`` � - . �e!" J O _ � � � � N N W �,,,,. 2 1 2 1 A3 . 0 N � c A-4A A-4. 1 A-4. 1 A-4. 1 ' �^ � 83 '-7�" 2 3 0 16'-5}�� 33'-6" 19'-6° 10'- 10��� 3�'3��� � W �,�� 1 �_��� 2 �_$��� �_2��� 3 �_4��� �_2��� 2 �_8��� 1�_��� ��� 12 '-6" $�_5��� 2 �_6�� 4�_5��� 4',��" _ 1'-10��� .c.�ac o .�,� a g o = 2 ,_4„ 2 , _Q„ ac � � s " ,� '�� ,�„Z = � ., o �, M �11 INE OF DECKABOVE � � �� - --- - - - - - - - - - - - - - - � �1r ` . �. WER � ATIO � o � � � w �o �y N - - — - - , - - - - - - - - - c,.� et i+M '�= _ � Q� CO rl � � . H SLAB ON � GRADE ,. _ v � N � �' O � � ap ELEV. $031 '-4° � � '�"' FIN. FLR. • �„ �a CHAISE TO •1: 3'-4" � ( 2)GAS FP. _ OI ABOVE FUTURE ROUGH-IN FO M oM TV/ENT. FUTUREN/A DIO � � � � ,�, � — � — — � �►.. : I_�. 1 � p N N M E C H . ELEV. 8032 '-2 ° 115 FIN . FLR. : \- '�' �p i o CONTROL JOINTS � �"� � FD CoNC. FLOOR ^ FUTURE BAR ROUGH-IN FOR I— —1 STEAM SHWR, N — — — — — — — — — — — � �� �112J _ _ _ _ _ _ , _ — �TOILE7 & SINK r =� N �1•, ROUGH-IN FOR � � r � � CRAWL SPACE FUTURE BAR � I � � w � � �� 1E55 THAN 5 '-U" �� I � I I STEAM ( � 13� 3 -4 Fp � � SHOWER U �� � FUTURE ( � � � �� � FUTURE � J MASSAGE I � � I �� 2 ROUGH-IN FOR � --j � FD ROUGH-IN FOR '� �� 1 STO'R . F UTU RE FUTURE N/AUDIO L109J � I � I FUTURE N/AUDIO = 114 GAME FiM . � � � _ _ � � _ _ � a-�.2 � �111� � � / BA Fi�E F UTU RE '–"-"� �, Z � � ,_– -, � GYM � ELEV. 8032 '-2° � � '' L10 J �' �'106� — — A-4.2 FIN. FLR. � t ELEV. 8029'-4" � I 1 � ELEV. 8031'-4" 1 � FIN. FLR. � � L _ � � FIN . FLR. Llp+� ROU�-IN FOR � � FUTU E SiNK � � � - RAISED PLATFORM � _ = � � a ^ LESS tHAN 5 '-0" HD. MT. I \ � ROUGH-IN FOR � � 5'-4" � � I � \ / \ FUTURE N/AUDIO 1, u� � f p � � � ELEV. 8029'-4" � � ` � � �O r' FIN . FLR. �_ �� � E�EV. 8031 4 FUTURE � � FUTURE R.' @ " FIN. FLR. C0 STOR. _ y p - STOR . T� ' @ l �0" DN EA T LZO7J • �� - � � HA LWAY �,/� �_ • H -� • – � � 113 10 co w � a � �„° TI5 � BUILT-IN 16 R. 'S 7 . " ,� � � 1'-6° SHELVES UP 15 .'S 1� ,��� 1 , 2 '� � � � CRAWL SPACE LESS THAN 5'-0" � ��— N � . a�i � FUTURE SPACE �. �� � ' ° `� o G � N . NOTES : wi E _ 105 � � E-° = 1. FLOOR- STAINED CONCRETE � d, EXCEPT AT GYM AREA, GYM � � � FLOORING � � � 2 . CEILING- ACOUSTICAL TILE A7 ALL � � "FUTURE" SPACES, DRYWALL AT � LAUNDRY, HALLWAY, STORAGE & � — � I e WINE �� LAU N DRY I 3. WALLS- DRYWAIL & tAPE AT ALL � � 10 3 � "FUTURE SPACES; DRYWALL W/ - FOLDIN � ° ' LIGHTTROWEL FINISH AT LAUNDRY, � BBIES I o � WINE, STORAGE, HALLWAY & 2 FRAMED WALLS AT GYM AREA. � � R C�' �.A ET5 � LEAVE CONC. WALLS EXPOSED AT BUILT-I � � � � IIII I GYM AREA SHEW S IC =-� I 3'-10��� i 8�.6��� STOR . �. 104 FIN . FLR. Fo � a P R 0 J E C T : 2416 � � � � DRQWN BY : HB CRAWLSPACE _ -- � D A T E : 03. 14 .2005 LE55 THAN 5'-0" ^10° �• ?� k 2�$ 3k2f6- 31�`'s �H�sb J � - REVISIONS : FII�AL DRB SUBMInAI 03. 14 .200� �� REV.'D fINAI DRB SUBMITTAL � � 04.01 .2005 � � REV'D FINAL DRB SUBMITTAI/ 33�-6�� 19 � '6 ° 11�_9�� 2 �-s�° BUILDING PERMIT Ob . 16.2005 �5 �-s�,� 0, .1� 3 LOWER LEVEL FLOOR PLAN IOWER LEVEL 1. 1/4" = 1 '-0�� - F100R PLANS w � r`• � �n .,.,, �o u1 — �o 0o v. O � u r► r-• _ . �t- _, o = y °� � �° a°. _ rv � N � � F� I"►� � b" v! • O • Ir.. ~ � Vf W � G s7C O � W �7 � � Z O CC W T � O � . 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Primary/ Secondary zoning � / � � underiying Special Deveiopment District �/ / ���/ / / / / / / / / �j // //// /// �j/ //j / j/�(j / // // � ' / / � � / � Setbacks. � � 20 Front �i i ii ���i �i i � /�i /�// i /�i �� � � ♦ 15 Sides ♦ � / 15 Rear i� �i��i i'�i/��i��ii /�i i �iiii� ♦ //��� //�///�� /�/////� /�/�//�� ///�� // � / � Height: 33 ' Sloped Roofs, 30' Flat Roofs - ��ii�/i�/i��/i�ii��/ � //i/i��/ij � � � � � � /� / /� �� �� � Landscaping : 13 , 091 sq ./ft. required _ /j///////j , //// �j/// / / � � � �� ���� � Parking : 4 Spaces required //�/!/� ♦ � / � � / UPPER LEVEL GRFA MAIN LEVEL GRFA GRFA{Gross Residential FloorArea ) : o ♦ � 2 �� _ � �� 1 ,� _ �. „ 4, 600 + 1 , 900 + 886 = 7 , 386 sf Allowable � � 1/8 - 1 -0 1/8 - 1 0 � 0 GFiFA: Proposed : a� o Main Level = 3766 sf � � � o `""� Garage = 192 sf `� � ; _ � _ _ _ _ _ _ _ � _ _ _ _ _ � _ _ _ _ _ _ UpperLevel ( Kid 's) = 1235sf c . � � 1� 17 T- I -f T-I �I71-I -T 1-I T �I �� I-f T I �f T I �f T — — — — — — — — — Upper Level (Guest) = 645 sf > ,�°„�- v° I I I I I I I I I II i I I I I I I i I I II I I I I I I I I I Upper Level {Toys) = 355 sf .c ,,� a� I I I I I I I I I �tlll ( I I I I I I I Illill I I I I I I I I _ _ _ _ _ _ � _ _ _ UpperLevel (Vapited + l6 ' H ) = 910sf � � o � I I I I I I L o w e r L e v e l (9 1 /o b e l o w g r a d e, d o e s I I � I I ( I I I I I I �II� I I I I I I I I ( I �II� I I I I I I I I I not count towards GRFA) = 212sf o —��'� LI � LI � LI � li�� Li � LI �. LI � J�f L L1 l U L L � i � � � ' �s ,i r r�i i iiiiiiiiiii � > �I T �I T T�i T TT I r ' � � ' � � ' � �f Tl T f-1 T n � /�j/�� � � TOTAL: 7 ,315 sf +�-� — r ii/i i iiiiiiiiiii�i� � � � ° I I I I I I I I I I riiiiiiiiiiiiiiiiiiiiiiiii i i ( � I I I I I I I ( I I I I I I I I I I ������������������������� ��i� _ � � I I I I i I I I I I I I I I I I I I I I I I �i iiiiii �iiiiiiiiiiiiiiiiiiiiii�iii�i '� L� G'���� � � - - � � I I I I i i I I I I I I i I I I I I I I f���i��� � �i������������������iiiiiii�i�i "'t'� 2'1�' � �''�� � E° r 1 U I� L I i i i i i i i i i i i i i i i i i i i i i�i�i�i i i i i i i � O I � — - - iiiiiiiii iii�if�i� i riiiii�i iii�iiii iiiiiiiiiiiiiiiii�i�i�ii�i�i�i a �� ��; � f � ' - - I I I i�i�i�ii ii ii ii i i !� i i i � � i�� r,������ii i i i i i i i iii iiiiiiiiiiiiiii�i�i�ii ii ii i/r i ��� � � � . �� I I I i�i�i ii ii ii�i � - �-� -- �i���i iiiiiiiii i i i i i i i i i i i i i i i i i�i�iii�i�i ii yii�i '�� � i I I I I I I I i I I I ���i�y����� i r r i i � �i�i i i i i i i i�i�i i,�i i i i i i i i i i i i i i i i i i i i i i i�i�i�i i i i i i i i i i�i�i � � �S�'��C��' r I I I i I I � i I I I I I I ��������i r ii i�i i i � �i�iiiiii ii�iiiiiiiiiiiiiiiii �i��i������,��!�i i������������� �iaa I I l i i I I I I I i iii�i�i�i i i i ri�iiiiiiiiiiiiiiiifiiiiiiiiiiii ��t�i�.rri i i� ��-��i � ��� � I I i � i � �i�iiiiiiii�iiiiiiiii,� i r r r r i� �' i i i riiiiiii � � I I I I I �i�i�i i i i �' i r��iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii iiii�i�iiiii�'iiiiii� ,��i�i�'i ii i��i i i � I I I i - - - - - - � � i r r r i i iiii i i iiiiiiiiiiiiiiiiiiiiiiiii iii�i�i iiii i i iii4�ii i i i r r i ii�i i i� i �iiiiiii�iiiiiiiiiii rrr i� r ir� i iiii iiiiiiiiii � = I I I I I /�/�/�/f/ / / / / / ///////////////// / / / %/i� l��j/ /: %// / // / /i/i / / / � /� � � � � � � � � � �%%� � � � � � ������������������� � � �� � � � %� �� � �� � � � � � � � � � - - - - - - - - - - - - - - - - - - - - - - - - iii�i�iii � ririiiiiii,�iiiiii rr irr�4� r �i iiii iiiiiii�iiiiii r II II II / / / / //////////////////// / /�// / / / / / / / / / / � / / / / / r' / / / //r/ / /i�1i/// / / / / r / / i�� / / / / i // / / / , � - - - �- - - - %�i, � , �� ,�� � � �%���������������������������,�, ��,�,�,� ����� � � � � � � � � i i i i i i �,� � � , �, � � � �������������������� � � � � � � �%��� ������,�,��, �,�,, � �� � , � „ � � I I „ iiri,i �iii,iiiiiiiiii rrr rrrr rrii ii i iiiiiiiii i i i iii�iiiiiiiiiiiiiiii �r i ri i i i i i ii r � I I � I I I I I i I I — � i i ri�i r ri�i iiiii.ii riiiii �iii�ii�i`i iiiiiiii i� i�i i i ii i i i i i i � � - - - � - - - i � iii�ii�i iiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�i�i�iii iiiii�i�iiiiiiiiiiii i i� i i � i ii i i� � I I I I I I I I i �i�ii ii i�i �i i i i i i i riiiiiiiiiiiiiiii�iii�i�i�ii ii i i i ii ii i� i i i i i i i i iii��� P R 0 J E C T : 2 4 I 6 I I I I I I I I i iiiiiiiiiiiiiiiiiiii i i iiii i i i i i r � i ii i � ii �ii i i I � iiiiiiii i r i r r r r r i i i �i i i i i I I I I I I i�i ii ii i.�i i i iiiiii i i i i i i i�i i i i i i i i i i i i�i�i i ii i i i i i i i r i i i i i i i ��i i i�ii D R A W N B Y : H B � � r r iir iiiii i � i � � ii � � ii i�i i i�'i ii i i i i i iiiiiiiiiiiiiiiiiiiii ii i i i ii ii i �-- � �i i i i i � _ — _ _ b � �. • V1 �� �� �� ' � �� . . . � � . Q� 0� O �V - V t" P�+ . . . 'Cf' . J d _ y °` . �o v°. � N W ' !� r+ � 1`�. _ !1' y1 • O . �+.. H � � W � 0 � � CC W Q � :� Q � L�. � � E%ISiING GMDE � . � � � . 8041�T � Q � lIN. . . . . . . yl D ei.ev. ea3s.r M � FIN. FUt. � � 11'� �� � . . . . . . ' . � TOTAL WALL AREA: 675 SQ. Ft. TOTAL WALL AREA BELOW GRADE: 505 5Q. FT. � . . � , , fIN. PW. . . . . . � . � � • � "�+.� � V — — — — — — — — — � � � - - - - - - - - - � � � � � ' , -.. � � � � � � � ..� �ii�i�iiiii i �iiiiiiiiii, � � i�i�iiiiiiii � �iiiiiiiiii�i� �.. i�iiiiiiiiiiiiiiiiiii�iiii�i�i � -?�' �i�iiiiiiiiiiiiiiiiiiiiii�i�i�i % i�i�i� �iiiiiiiiiiiiiiiiifiiii�i�i�ii� ii iii�i i �i�iiiiiiiiiiiiiiiiii�i�i��i�i� �i�i i � iiiiiiiiiiiiiiiiii�i�i��i�i�i� riiiiiii riiiiiiii i iiiiiiiiiiii�iiii iiiiiiiiiiiiiiiii�i�i��i�i�i�i i������i�i������ r r i r i i i ii iiiii�i�iiiiiiiiiiii iiiiiiiiiiiiiii�i�i��i�i�,��i�� �iiii�i�iiiii �iiii�iiiiiiiiiiiiii i�iiiiiiiiiii�i�i�,�i�i�i�i�ii� � i ii P i i i r r i i i i i i i iiiiiiiiiiiiiiii i�iiiiiiiiii�i i ifii i i ii i r� irri� ���� � � iriiirrrr rr rrr rr d / ////�///// // � / / �/��/�/////////�/�///%%�%%%%% /�%/tl/ //�/���%/�/������/�/��� �^ �iiiiiiii i i i ii�iiiiiiiiiiiiiiiiiii -��✓� ,�,% riiii �r-�i i �-r o i � i �iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii �r��r���rriiiiii'���i�' �'i i i i '� i � i i � � iiii i i iiiiiiiiiriiiiiii�iiiii i�ii�i i i�i i i i i i � �i�i� r r r i � W i r�i�i�i�i i�� r r r iiiiiiiiiiiiiii iii i i ii i �i�i� i i i ��i�ii�iiiiiiii i o iii������� i �i�iiiii�iiiiiiiiiiiiiiiiiiiiiiiiiiiii i i i ii i� � i r� �,il�i i i ii i�iiiiiiiiii i ii i i i iiiiiiii�iiiiiiiiii r r r r i/X�ii r r r iiii iiiiiiii�i i ii i � � riiiii�i i i iiiiiiiiiiiiiiiiiii i i ii i i i i i i�i �� i i i i � iii � � � riiiiiiiiiiiiiiiiiir ii iii�l� ii � i iiii iiiiiiiiii o i i ii i i i i�i�i�i�iiiiiiiiiiiiiiiiiiiiiiii�iiiii� i�ii�i�i�i� i i�i�i � � i i i ri i i i i M o �iiii � i i�� �i�����iiiiiiiiiiiiiiiiiiiiiiiiiiiiii�i� iiii�i�i�ii�'Y�i�iiiiiiii� ��% %i i�� ii� i i i � W ifi i i i��ii ri�i�iiiiiiiiiriiiiiiiiiiiiiiiiiiii�i�i� i ii ii�i i i�i� ri i i i i i i � i i i i i � i � i i� � � � � i �iiiii ri�iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii�iii �i�iiii�i� riiiiii��i � i i i� � ii i i i � i� i � / //////////////////// / / /� / / /� '// / / � / � / / / / / / // /�// Lot Size: . 5009 acre/ 21 , 819 sq./ft. � / � /�/� ��/ //�//////// / / / � / / � / / ////// / // / / / / / Q °�d' / %///�/�/�/ �////////////////////////////�/////�/�/ ///�/�/�./ / / / / / / // /�//// � '� � �� � � � � � Based on Cascade Viilage Plat � //////f////////////////////////�/����/�/ �/�/�/�/ // // / � � � // / ////// Can be subdivided into A/B Lot a a ///�/�/�/�// //////l/////////////////////////�j//�/�/ �/�/�/// j/ � � � �% � / / %�//////// � � /�/�/�/�//�// //////////////////////////////�/�/ �/ / confi -' J / / / / //////////////////// / / /� / / / / / ��� � �/ % �� / / // /�/ / / guration ¢ a / / /�// /// // / / / � / / / / //// / ///�/�//// / // / / / / / / // 0 0 �/�/�//�///// //////////////////////////�/�///�/ �/�//// / %�/�/�/�// % %/ � % % �/ j�/ % % j � o Zoning : Primary/ Secondary zoning !- �- /////�/////// ////////////////////////����/�/�/� �////// %%� / / / / % %/ % % � ���� rD- rq- � / ////////////////// / / // / / / // � � � � � � / / / / / / / �//// underlying Speciai Development District / /�////// / / / / / / / � //// / / / / / / // / / / / � � � /l////// ///////////f///////////////�j////�/����� //// / / %%% � %/ / / / / / / / /�/�/ a D Setbacks: 20' Front �//////// /// /////////////////// /�/�/�/� ��/�/� / / / // %/ / / / / // / /�/� � � F 15 ' Sides � %/ � / D D � /�/�/�/�/j %/ j � D � 15' Rear / / / / / / � _ / / / / / // / / % %/ � / // 9 p 30 FlatRoofs � / / /� � � � � �� % / / m � Hei ht: 33' Slo ed Roofs, ' - TOTAL WALL AREA: 2450 SQ. FT. / / / / // / / / / O � / // / / / / // /// �/ �n TOTAL WALL AREA BELOW GRADE: 2239 SQ. FT. / / / // / � � A � / / / / �/�j/ �/ c� Landscaping : 13,091 sq ./ft. required o / j // / j // /// ///// / � BASEMfNT IS 91 � BELOVI! GRADE /� / ///// o Parking : 4 Spaces required � p T�� ������ ' 'z7 LOWEST LEVEL: 2352 SQ. FT. / / / // ////�/ ////// // W � 91% BELOWGRADE � � � �� � // / / / � �- / � / N GRFA(Gross Residential Floor Area) : � GRFA LOWEST LEVEL: 212 SQ. FT. j j j/ / /////////f///�/ // �,�o � 4,600 + 1 ,900 + 886 = 7,386 sf Allowable � � � � � � � � �iiiii���i�i�i�i�ii�i �� � � o � � � /� / / / � � GRFA: Proposed ; � v • = � Mafn Level � 3766 sf � • �' � Garage= 192 sf � > � v �e � � � Upper Level (Kid's) = 1235 sf � � �y •�,� •N�� Upper i.evel (Guest) = 645 sf � � � ,caoe •na,s d C Upper Level (Toys)= 355 sf p . . � OTAI. WA L R A: 94 Q, FT. Upper Level (Vaulted + 16' H)= 910sf � ��'`� , Lower Level (91 % below grade, does O = not count towards GRFA) =212sf � � �.. O L WA L REA BE W GRA : 694 SQ. o � a TOTAL: 7 ,315 sf —� � •�,� �� � _ "�r1f�� �o� C��rv"'fo�► 1� � 3 •tn� •Nii ,� + � .ritioa •n�a � i/" ��. � � I/}f � _ 1� P��rv o�,�d G� MP,�,� �1', t�f� , � '' �t� 5 I� Od�t1D I'D � �F � �P4� G+�� s��, � �0 �`�"� � � PROJECT : 241b DRAWN BY : HB D A T E : 03. 14 .2005 REYISIONS : FINAI DRB SUBMITfAL 03 . 14.200� REV.'D FINAL DRB SUBMITTAL 1 BASEMENT DEDUCTION aa.ot .2oo5 lls�� = i �-o° REV'D FINAL DRB SUBMITTAL/ ,� , BUIIDING PERMIT Ob .16. 2005 BASEMENT CALC. � � � ��.�a �.n � � 00 0. O �' VN". � . �7' � � ---..../ /� � O \ ' � . _ `O �O �/'.�� � ~ N . BASIS OF ELEVATION : SEWER EASEMENT /''� `�b' ° � � SEWER MH �— j � �� ' � ° ASBUILT INVERT EL = 8007 . 9 �' `3� '' � / / �— MEAS . RIM EL = 801 6 . 7 / � � 2� �I/ ° `� ° FN D . P I N Sc CAP � ._.-- —' � W �� � ____�.- .""'�- -'"". 9 a L . S . � 1317 4 / � �--- � � _„i� o �--' -/ ' _ 8 � � � � / ' —� � _ / � f � o � / M . . . _� _� . . . . �'- .. . VA � _� '' J� v� _� �.—,� , �' _ _r �� / °`--°�"e° "`� /' g (16' fBOVE PA � N ''� / E _�_ v ..�/�/ � /' E __--=�.,=. s '�" �-�� % �=-'-' �""-- Q+ •� ��� '� '�'_._-�'"",..^- -'�^. ---'._ / ..---,=� �---` �-� ,•.•-::-��. -- ' i..--"..�.=-'-'..-.^'--==_._:=--. ��.�"".;-_�:�,�-- � / .. �.-.`___�� �,----�-="=, j H .....--- ;, .� --=` ' a ,...----�"' y-- / � E � r� �eo� � vE oeanno) te� �eovE PAVt� � � v 4� � , �,d• /�BOV6 PAVERS) � S E W E R EAS �I E N T �' / �~ 2 rJ . 4 / �� �A -� / �..- -'"� e• P� e � • �,. / 8078 . 6 / (15' ABOUE f7RA0E) (1M A801�E PA `t'�' t �i4 �— ' X ..�� v CANT . � I �. � ` .�— �"" t. ' ° �$��� � `� � � � LaT � � DECK � �' .; E �-� � / 21 , 20 SQ . FT . � � r P TA� . 009 AC . \ \ I � / (7{ ABOVE PA� E > � 8 0 61 . 3 � ,� ,� P��, / _... CANT . Eck�+• ,� ►�,� / � � IIBOVE PAVERS) . � � ' ' EXTER I 0 R � I G HTI I� G 16' ABObE P � �„� , �I' / � / „�- �'` � � � � 2 5 . 3 � --- � � � � .� .�- N � A E • ��� P��� E (16� oepoc—E -¢ HANGING FIXTURE— PENDANT A MOONLIGHTER, 20 W, LOW 1 � ' � / E E /� VOLTAGE ELEC, 10WX6H , / 1 E � / COPPER/ COPPER pECK CANT . 15 8 �� ,s � �_ t / � ,,.�— E ..--�' 1 �.— � --�''''�— �g PATH LIGHTING/ FX � � � LUMINAIRE, DELMARE(DM - 20) , � I T3 HALOGEN 20W/ CU COPPER �"'y / (7!' ABO�E PA1�ER8) / ER � � / �C � ��� �� P�� WALL MTD. SCONCE/ NYHAVN � ] ` 15� � � A19 MED 100W INCANDESCENT o _ I � � � / \�i/ � 1 / � 12W9H10D/ COPPER FINISH c�°�a � � � ��� �, a y / ' C � / � RECESSED WALL & STEP � � > = v Z / � E UGHTING/�/9W PL/ BEGA 2031 P/ o . ° ,�• � / � �, �� � 1 QW3H / STAINLESS STEEL � � • �; � � � ' \ C !,.�, / > � c.° � �� p�y�� �O`J , p� `� TOTAL LIGHTS ALLOWED PER LOT SQUARE FOOTAGE= 21 � � � a, Cc� / �,e ,�eo� . wa� v� / TOTAL LIGHTS ABOVE 18 "(YVALL MOUNTED, SURFACE MOUNTED — HANGING) = 18 � � � � � \ �, � �, TOTAL LIGHTS BELOW 18 (STEP I�IGHTS � PATHWAY, LANDSCAPE, WALL) =58 '�; �o,,,,uu ►' J ., � . � � \ — '� � �: � \ � \ � � � O � 7 � 7 . 5 ' 7 . 5 ''' ` / � 03 � � / (�e• ABO�E PA4ER8) � � � / � �. ,� / _ / .�.� / � ABO\E PA � D EC K � / ---.'` �, � � / �' � I (16' ABO�E PAVERS) � _---�_ �.-- �___- P H 0 N E P ._----' �,e• ,�� P,►� ...�---' �� N P E D � .--�" .r----'" /�' � ./ ' (16 AlOVE PAVF� I� '�I (16' ABOVE PAVQtS) g �,.�'� �,/�, � � � X P R 0 J E � T : �` �� -- ,^,�.— ,�: / � . � � 80 68 . 6 '' �, � . DRAWN BY : HB � � DATE . i (16' ABOVE PAVERS) E � ' � .� /J �/� � . --' _ -----' — � ' REVisioNS : .�--�— .�„-•- � . — � / I' / _.---J � / _ ��� � PA� REV.'D FINAI ORB SUBMITTAL L . S . � 1317 4 �- �,, - _____..- —'' , . , , X o4.0 � .2�05 _, . REV D FINAI DRB SUBMITTQL/ � � '"'`� � �' � � 8065 . 8 BUILDING PERMIT Ob. 16. 2005 �--'' � __ _ �_ / FN D . P I N 8c CAP --- == :�----;= . = ,i � ' � : :,...�- _ , . , . , � � FIRE H D . - - , . % � ' __ �- . -, � _ ,- � X _ _ _ , , � _ _ _ � , , . — � '' 8063 . 9 _..— ._ .� � ._ . ,. _ _. _ .. . .r �` � --� . _ . — . : � — � -- � �" � x � �1 E EIECTRICAL5ITEPLAN _ . - � R � 8061 . 9 � _ ' X A �/ � N ELECTRICAL SITE PLAN = 8058 . 3 W E S T H � NTS . r� •- �n � �o �n — �a 00 0� O ^' - V �'" � , . �t � O - � � . � a , N N W ' 068'- -1/8 ~ �'" � d- T.O. IDGE `^ o . �.,, r- o� SNOW CLIP 3 2� �� c +x OV R ANG $ X 14 RS °C CEDAR BEAM 4,_$„ STANDING SEAM METAL ROOF, � 18" PANEL WIDTMS, FINISH : ARCH . � � �., g A, o, REVERSE VERTICAL 2 �-��� SNOW CLIPS GRADE ALLOY AUSTENITIC, o g f BOARD AND BATTON � NON MAGN �TIC, NON GLARE � � CEDAR, TYP. SURFACE; RE : COLOR BOARD � 2X6R5VERT. � � ° - CEDAR TRIM � o - 8 5' i- 8" � SOD ROOF �.+ 0 R G, G O. ID � o� V -a 3 '1 ' ,10-� -- � V . � �� � / 1 / \ _ \ 2 g �, g A g �, g g � �, g A, ' - A, g � REVERSE VERTICAL N v BOARD AND BATT'ON, " a. CEDAR, IYP. -4" � . �� UU UU C C C cn -- .. _ _ . e , nr .�.. T.O PLYWD(UPPER-LEVEL) I � v �o CABL RELLIS � oa � B B ' X Y � � O N • H � • -... P -c � W6 X 15 STEEL BEAM W °° °° °° B1 °° � ` � �'' S@ WEB I � � B1 LIGH URES � W6 X 15 STEEL COL. � � � � � -- I 1 1 I � a a a � -_ D D + GAS FP 8041'- , - - - T.O. PLYWD( MAIN-LEVEL) ` 8040'-0" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 8039'-4" EXIST.GRADE - - - - - - - - - - - - � T.O. PLYWD(MAIN-LIVING/DINING/FAMILY) MOUNTAIN ASH 5TONE VENEER y � D1 � W� 2 �� CAP � , 1 X 4 CEDAR T & G W10X22 '' I " BEAM W/ 2 X 10 W/ ANODIZED ALUM . WOODBLOCKING CHANNELS, TYP. REVERSE VERTICAL W6 X 15 STEEL. BEAM W/ BOARD AND BAT('ON, MC 8 X 18 . 7 , EXIST.GRADE CEDAR, TYP. 8034'-0° - - -B€A�IT� �U�P�Rfi - - - - - - - - - - - - - - - - - - - - - - - - ?�C6�S -@ -aAIF-� - - - - - - - - - - - - - - - - - - - - - - - - - - - - EXIST.GRADE� — s E ESSE� � METAL GRATE W6 X 15 STEEL COL. � � � � ___ oECKiNC N4RTH ELEVATION 8031'-4" — — — — — — — 1 �� � �� T.O.SLAB( LOWER-LEVEL) 1/4 = 1 -0 � � � � � � � O � g g � � �, g g � � � � C ,y O _ � � i � V �/� `"' ' ' �' . ._ c � c • � � > � c° 4� �� '- - � �n � ' g g '� °'a o ii 1 � J� . . . p � i � � :i SooROOF a g g i ; � � � � � 3,_�„ 8 X 14 RS = � i � o CEDAR BEAM i t" i 2 X 6 RS VERT. �0 � � �� � � CEDAR TRIM �' � g � � XX Yy g SS i S�D ROOF � 3 '- ' g ; � � �� ❑ 'g �' OVERHAN , ERED RCH � I ■� o, °° o, PROJECT : 1416 H � � p °° ' ' � � � � DRAWN BY : HB Z �.o�� � � R D A T E : 03. 14.2005 0 R NG I I 4 I I p E 5 ` ` � 5 REVISIONS : � � � � � a � i � FINAI DRB SUBMIITAL 03 . 14. 2005 � O. Y D( U - A REV.`0 FINAL DRB SUBMITTAI _ _ _ � 04.01 .2005 , , , � , „ so41 �-a�f - �'" 8043�-0° � REV'D FINAL DRB SUBMITTAL/ 8041 -4 _ _ - - - - T. o.PLYWD( MAIN-L�EL �EXIST,GRAQE BUILDING PERMIT 06 . 16.2005 T.O. PLYWD(MAIN-LEVEL) �X15"� G�Ap� '" '- 8039'-4" � -�E�icc.-�,T�.,���R�IC°� — � �- '� � — — — TA. PLYWD( MAIN-LIVING/DtNING A ILY) �D6 i�Z��EEL � ��D7$R �T�G— — 2X6 'S @ WEB W/ ANODIZED ALUM . BOARD AND BA'tTON, � � -- � VERSE VERTICAL W6 X 15 STEEL COL. CHANNELS, TYP. � _ _ CEDAR, TYP_ _ _,._ _ .- - --� MOUNTAIN ASH BOARD AND BATTON , �p,�� ��-�,q� - -' "�' so3s'-o" J - CEDAR, TYP STONE V�NEER _ _ � _ EXIST.GRADE _ _ .- - - BBQ HOOK-UP, VFY. w� 2 CAP _. _ _ .- - - - - - ! EXIST:��,oE EIEVATIONS � _ _ _ _ _ � _ _ — — �ocaTioN Wf ST E LEVATI O N ' IST.G - -' -- �8035 �_Q �� J 2 1/4" = 1'-0" . -- — — —' — � J EXIST.GFWDE • � 8034'-0° JJ �EXIST.GRADE � ,�. r-� --- �074'-7-3/S° � � T.O. RIDGE � � 12 SNO1N CLIPS o ^ . �- . 2X6RSVERT. � � - CEDAR TRIM � °` 5 2 X 6 RS DIAG . �, � CEDAR BRACES N N W M1 � � �, g A g �, � g � t� Ca ¢ ' r• a� N � W6 X 15 STEEL BEAM W/ � � �� _ 2X6 ' S @ WEB 1N6 X 15 STEEL COL. °.z OVE G C PE F. M TAL CRE N@ °C BA COM RAI ING / 4° ETA "' � 8062 '-9-5/8" STANDING SEAM METAL ROOF, PO TS, P C P, & " B �0 ��� � T.O.RIDGE 18" PANEL WIDTHS, FINISH : ARCH . RA I o G R A D E A L L O Y A U S T E N I T I C, S N O W C L I P S E E � 12 NON MAGNETIC, NON GLARE , s 5 SURFACE ; RE : COLOR BOARD 2 X 6 R S V E R T. FF �� .�.�.� o g g g CEDAR TRIM ■ Q � � M a � � a V I � N a ' Q.� � � � i Z �'Ob \ � VERHAN � � � 4 6 EVERSE VERTICAL BOARD AND BAl?ON, � A � �, g g A g 4 � 4 g g A, � � g CEDAR, TYP. � REVERSE VERTICAL BOARD AND BATTON , �� CEDAR, TYP. _ __ � �.. SOD ROOF, PP 2 � • SLOPE 3/4" PER FT. ER NG R y 8052 '-4° '�- � /� /� /� /� ^ ^ /� /� /� ^ T.O. PLYWD(UPPER-LEVEL) - ' . � '.: : . .: . .:.. .... .... : ."''�`y""'�'.::. . : . .: ~. . . � V � �t t� I� r�J` � L3 � r� r.'� c� t�—` �h . � 1 U - � � � �'' 9 A1 'o`AA °° A1 °° 3 M MUD �� I ` `c ROOM v R , . � E _ _ — — ,� ao4s-io�� ` � 212 � S METAL GRATE DECKING T.o. PLYWD(STAIR-LANDING) �•. l �' / 1 — — - TA�PI n e.�,-.�,-��--- _ _ 8043'-4" _ S 1' " � .GRADE _ _. — — STONE VENEER � � T.O. PLYWD (MAIN-LEVEL-OFFICE) 8041 ���� E , ST R _ _. — W/ 2 " CAP � � ,_ " _, — — — — — — 8041 4 T.O. PLYW D( MAIN-LEVE L) T.O. PLYWD( MAIN-LEVE } � _ _ — „ — ._ — _ — 8039'-0" EXIST.GRADE _ _ ._ ._ — — — — — 1 X 4 CEDAR T & G ExIST.GRAD� _. _ _._.- - - - - W10X22 W/ W/ ANODIZED ALUM . — � — - - - � REVERSE VERTICAL 2X10 'S @ WEB CHANNELS, TYP. CRAWLSPACE BOARD AND BATTON , W6 X 15 STEEL COL. ' S CEDAR. TYP. � � _so�4�-�-s�s�� � SOUTH ELEVATION T.O. RIDGE 1 1/4" = 1 '-0'� 12 2X6RSVERT. CEDAR TRIM 2X6RSDIAG . 8X14RS � 5 CEDAR BRACES CEDAR BEAM STANDING SEAM METAL ROOF, `�� 18 " PANEL WIDTHS, FINISH : ARCH . � - GRADE ALLOY AUSTENITIC, � Q NON MAGNETIC, NON GLARE $o67 �-i-i/8° N � SURFACE; RE : COLOR BOARD T.o. RIDGE � � O ��� � LL 2 � OV H G _� � O � '� 5 d O � — v � � 1X4CEDART & G ' A' `g `n 'v � H � W/ ANODIZED ALUM . CMANN � �,S� TY'P, , �"' ""�'� � �- � � a• ,.c� : e� �Z , �� 2 �_Q�� � � � � � � V , O ERHANG, TYP. ��� d � � W6 X 15 STEEL COL. ' S ; � REVERSE VERTICAL ° • . � ,_ „ BOARD AND BATi'ON , o ��,_ PERF. METAL SCREEN @ � BALCONY RAILING W/ 4" METAL ? aHA►u �� - CEDAR, TYP. �.n � �„ POSTS, TOP CAP, & 2 " BO?TOM � � ' P. � J � o RAI L O RH , � � � � 0 _ g g g SNOW CLIP5 � �'-' io i ----•----- � ' � -- � M � '�C g �, A � ; �� 8052'_4" _ — — — � _ 8052 '-4" �_ T.O.PLYWD(UAPER-LEVEL) 1 �_ T. O. PLYWD(UPPER-LEVEL) � .a= 2 �_��� T MOUNTAIN ASH � ---� O ERHANG, �rrP. STONE VENEER W/ 2 " CAP � _ \ / E � � 2 X 8 RS VERT. � CEDAR TRIM REAR VENT FOR � 8048'-0° �j -- _ _ ` - GAS FP PERF , METAL SCREEN @ P R O f E C T : 2416 �EXIST.GRADE f � 8046�-io�� — �x�Sr���E BALC(� NY RAILING W/ 4° METAL , �- -r T.O.PLYWD(STAIR-LANDING) -"' '- -� _ _ _ � POSTS , TOP CAP� & 2 " go'rr'oM D R A W N B Y . HB -" 1' RAIL D A T E : 03. 14.2005 –r aoa5�-o° ' -` -- — _ - - - - - 5 --� T � � �EXIST.GRADE REVERSE VERTICAL _ R E V I S I O N S : BOARD AND BATI'ON. -- -_ CEDAR, �P. — i �� � FINAL DRB SUBMITTAL 03. 14.2005 — — — — — — — — — — — — a — — _ 8041 '-4" _ _. m r.o. PLYWD(MAIN-LEVEL) REV.'D FINAL DRB SUBMITfAI ��/�� ��� 2 X 6 RS CEDAR TRIM 04.01 .2005 '� 'j� t� �� W6 X 15 STEEL BEAM W/ , „ � REV'D FIN,4L DR6 SUBMITfAI 2X6 ' S @ WEB 8040 -a / W6 X 15 STEEL COL. EXIST.-� wa�e BUILDING PERMIT 06. 16 .2005 � q�� � � � � � � � EAST � LEVATION � � �F�, ELEVATIONS 2 1J4" = 1 '-Cl" ��S�G _ RqO� — — — — — — — — — — — — — — — — — — — — — � _ 8031 '-4" '0.5`LAB( LOW E R-LEVEL) 8030'-0° EXIST.GRADE � � r�• ^ v� � �o i.n - �o 00 0. O � V � � . ct' � - J �O _ > C� . STANDING SEAM METAL ROOF, �c+ ,o� 18" PANEL WIDTHS, FINISH : ARCH . � N GRADE ALLOY AUSTENITIC, � r•; NON MAGNETIC, NON GLARE � �� � v SURFACE ; RE : COLOR BOARD T.o. RIDGE I� ° . ,..� 8071'-6-1/8" S X 14 RS W � 8071 �-5-1/s" T.O. RIDGE CEDAR BEAM ,TYP. 8 X 14 RS � T.O.RIDGE CEDAR BEAM ,TYP. o �x 0 cc - - W � � 2 12 I � z I � � � g g X 8 HOR. TRIM � x 12 a LINTEL/ RS. CEDAR, �'� � 0 2 B �g TYP. M ,o g a, 2 �' ❑ u� � 2 0� 8 2 � 1 '- ' 1�'6�� 8 X 14 RS 1 Z '-O" � � ERHA G CEDAR BEAM , TYP. Q EttHANG, P. 9 �� � I 1r � O V MOUNTAIN ASH RHA G K 1 -6' 2 �"a�� � � Q - , STONE VENEER E HA � OV RHANG, P i � ' � � VERTICAL I �' BARN BOARD `'" � TYP. @ GARAGE � .- � ..5.� � .- r- �' � a� i � .� � J 8054'-11" 0 0 F, � �L�— - - ,- �' PLYWO(TOY-GARAGE} � i'' L P �/a ' P R . 8os3 '-9° METER ' � ,.. -- . ,,� - - - T.O. 8053 '-9" - T.O. PLYWD(GUESTSTE.) C -' -- J \ ,,,e � � r,. -- ' �8054�_p��_ ; � GRApE ,- � ca . . . I EX�ST . �, �- EXIST.GRADE� � _. .. . � i _ . . ..�.._.._,�,,;. . • : :'. :. .. -r;;:.:�:,,:.:. . . .. . :.. :... ..: .. ... . .. . i•► ��� � MOUNTAIN ASH MOUNTAIN ASH ..- -- ' G J E1 STONE VENEER STONE VENEER _- -- �" ` � v � W/ 2 " CAP W/ 2 " CAP � -- '"�� � � _' � � -� � ' 1�8048'-0° 4 �„ - M U D � p� � � -- ' EXIST.GRADE� DRIVEWAY — — — -L ROOM EX15'�G� � '" � 212 8044'-0" �. �' � � / �XIST.GRADE� � -�' � / � Z � / ._ � - - ' - - - EXIS . RADE - - - - - - --1- - - - - - - - - - - - - - � � - - - 8343 '-1" � �� - 8043 -1 T. O.SLAB(LOWER-GARAGE) 8044' 0"_ T. O.SIAB(�OWER-GARAGE) `- - ' \ 8042'-0" EXIST.GRADE VERTICAL - - ` BARN BOARD exlSt.GRADE � TYP. @ GARAGE �,as METeR NORTH ELEVATION WEST ELEVATI4N ENCLOSUREW/ CRAWLSPACE � Z/4" = 1 '-0" 1 1/4" = 1'-0" VERT. LOUVERED DOOR AND VERT. SIDf LOUVERS O O 8X14RS CEDAR BEAM ,TYP. WOODEN \� LOUVERS � _- STANDING SEAM METAL ROOF, - 18 " PANEL WIDTHS, FINISH : ARCH , so72'-10-i/4° so72�-10-1/a° GRADE ALLOY AUSTENITIC, T.o. RIDGE —� T, o. RioGe STANDING SEAM METAL ROOF� � NON MAGNETIC, NON GLARE 18 " PAN � L WIDTHS, FINISH : ARCH . SURFACE; RE : COLOR BOARD 8 X 14 RS 8071�-6-1/8" CEDAR BEAM ,TYP. GRADE ALl.4Y AU5TENITIC, T.O. RIDGE � �o NON MAGNETIC, NON GLARE � SURFACE ; RE : COLOR BOARD o 0 12 • _ i c v 8 2 `� v ' h � • - � � � . > � SNOW CLIPS,TY . -2 ' B 8 -� � � RH N � 6X8HOR . TRIM � H � � � a� c�t LINTEU R5. CEDAR, I� o w A, A� A� �, g �, �, �, TYP. g g g PERF. METAL SCREEN @ .��"'+; BALCONY RAILING W/ 4" ,v � ' � � a, �, METAL POSTS , TOP CAP, ,,_, —°'' �" � �� 2 '-0�� 1 '-6" " �•Q' & 2 " BOTI'OM RAIL � J � c E HA G, p, ERHANG, P. OVEaHANG, �, �+ RH N" SNOW CLIPS, TYP. � � � u O H G, P. � R l ' R .__..` ~ 6 X 8 HOR . TRIM OPEFtABiE W00 I II II I � � / \ / ' PANELED DOORS W/ II II g g g � LINTEU RS. CEDAR, � I) II I D ' � ' 1 1 1 1 -�-Yp, FRENCH BALCONY VERTICAL ; �-- BEYOND � � s BARN BOARD ' 2 " STONE SILL, TYP. MOUNTAIN ASH TYP. GARAGE I �,�,�+�J� STON � VENEER � @ \ � "• r `� ' \ � , , � 0 ERH N'G, p, fSOD 'ROOF .�} s M � 8052 -8-7/8 � a _ _ _ _ �/� I " �� � U� T.O. RIDGE � 8054'-11" 8054'-11" _ 8054'-�-1'- _. - - - - - - - - T. O. PLYWD(TOY-GARAGE) T.O. PLYWD(TOY-GARAGE) 8053'-9" T.O. PLYWDiTOY-Gl�RAGEj- - - - - ._._. _,._ _ _ TRASH _Ex15T.GRADE _ _ _ � _ _ _ � - - - - �8055'_0"_ � ENCLOSURE �' - - - - - _ _ _ _ _ MOUNTAIN ASH EXIST.GRADE i ` 8054'-0" —' — ._EXI .GttA _ STONE VENEER - — -_ _ _ T.O.PLYWD(GU�STSTE. . 24I6 �. _ _ _ - -- h PROJECT . EXIST.GRADE� � -' -' -" --' - -- - - _ _ EXIST_GRADE � �� -- - - -- � � — $os2 -o � — _ � DRAWN BY . HB � �EXIST.GRADE �' � — D A T E : 03. 14.2005 �sos2 �_o°_ � — EXI ST.G RADE� — REVISIONS : x� �o� � ` � � � FINAL ORB SUBMITTAL 03. 14. 2005 � , � , ` ` REU.'D FINAL DRB SUBMI1TAl � � � o a�,� � 04.01 .1005 _ ` XI GRAD I REV'D FINAL DRB SUBMITfAI/ _ , I _ _ _ 8043 �-i ° 8�43'-1° _ _ _ �` � — BUILDING PERMIT 06. 16.2005 - - - - - . 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BATH GUEST � � � MASTER ASTE \ � 229 �� 227 . "' BEDROOM � LOSE � • - ' Fuaa our �� � WALLS (Q � BRIDG 222 21 � STAIRS o�F��E � � HEAT N GLO SL-550T -D � 23O � i 32" REAR VENTED DI CT GAS FP / 8043 '-4° a ii r�� ecrs ii�6° eCrs � T.O. PLYWD(OFFICE) MC 8 X 18J DROP CLG. �� � „ F�usH wl ���" x 11 / 8041'-4" a� — — — — T.O. PLYWD 11- " BCI'S il-/a" BCI'S 2 X 8'S - f 2)1 �" X 7 �"LVUS � so39'-7°__-- ___ — cz�� �,• x 9 �.•�vus STAI R5 T.O. FINISH(BRIDGE) EAST BEYOND 1 �ft" BAR ��►�N� HALL AY _ ' RSH ER FUTURE 101 � LAUNDRY LOWER LEVEL TV/ENT. � / Q lO3 PATIO 11 Q '�' � co Fuaa our NARTH WALL ($ N/EN7' \ 8031'-4° — — 8031 '-4" FIN. FLOOR L O FIN . FLOOR( LOWER-�EVEL) � � � r 1 SECT . @ MA5TER BDRM . / KIDS FACING EAST - 1/4" = 1 '-0" � ��i�/ o -v � � 0 a� o � � � cv OPEN PURLINS, � v . 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PLYWD ii?�" BCI'S 11-�� sces ii-'�^ ecr5 R E Y I S 1 0 N S : c�)i-�.• x ii%^ �vi. t2►i-�.^ x ii'/e�� wi. cz>i-�° x ii %^ �v� 8039 '-4" � CRAWL CRAWL 6 x 6 POST .o. SLAB(MAIN-LIVING/DININGfTV) fINAL DRB SUBMITTAL Q3. 14.2005 SPACE SPACE REU.'D FINAL DRB SUBMITTAL LESS THAN 5 '-0 " � LES5 THAN 5 '-0 " 04.01 .2005 ��', REV'D FINAL DRB SUBMITTRL/ O BUILDING PERMIT Ob. 16.2005 • O 2 SECT_ '�„a� KITCHEN / FAMILY RM . FACING WEST SECTIONS 1/4 — 1 0 � r•• � � � �o �n . _ � eo o. 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W6 X 15 BEAM O O O O O O O O O O O O O O O O O O O O O lfl �-.� � ! W/ CABLETRELLLIS � � �� � � 66" A�F LIV/DININ 2O1 a '; W6X15C0 . ( � � ' a ' I ; BRIDGE BEYOND I � i.�,� au e� i 1-�„ LT. . P R 0 ) E C T : 2416 TOPPING 8041 '-4° %" T&6 P o ii%� Bcrs T.O. PLYWD(MAIN-LEVEL) D R A W N B Y : HB 8039�-a° D A T E : 03. 14 .2005 T.O. PLYWD{MAIN-LIVING/DININGn'V) ii��� ecrs ii ap scrs � R E V I S I 0 N S ' . w io x a9 zi s� FINAL ORB SUBMI1TAl 03. 14.2005 FUTURE � GAM E RM , REV.'D FINAL DRB SUBMITTAL 04.01 .2005 111 REV'0 FINAL DRB SUBMlTTAL/ i BUILDING P�RMIT 06 . 16 .2005 J' Tos'LAB(FUTURE-SPACE-LOWER-�EVEL) SECT . @ LIVING/ FUTURE GAME RM . FACING EAST SECTIONS 0 0 2 i�a.° = 1 �-0,� � =k j=,S . . . . . . .. . . . (�.�1 4" „�.��.-7�8° � Ll1 ��w� 2x12�5 1112 2 13/4" X 1 �2klbs 2 X 12'5 � � ' � �O � �5 EJ� 5 ` � �� o��R� o °; OPEN PURLINS , '� ��a,y, �., ^ (2)2 x 6 C RAFTERS & T&G � � � \ c2�z X s�g J o - PANELING TYP. @ cstt x s c s� z x i o�s � °` _ KIT/ LIVING & PLAY ROOM ^ __ �► o°. � . 7 e . e .. . .. . r . . . . . . � � 7 n � - . . r . . . I .. \j � W f'{TV� 2 X 12 S )1� X 1•� L )1•� 1•/e L )1•�4 X 1-/ L (3)1• X 11-/ VL (5)2 x 6 KI D ' J KI D ' S � �.' R04M ^ OROPPEO BEAM/ W10 X 39 OROPPED BEAM/ W10 X 39 W10 X 39 DROPPED BEAM/ v v ROOM `" � TOP OF TRUSS•NS TOP OF TRU55-NS TOP OF TRUSS-NS � t� � � � 3Ol � ` 307 � � W t-1- — T-TTn -i-I-- 3 _ �. LL � L_.WJ_L�LL ��i_L—L_. 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SLAB(LOWER-LEVEL)� SPACE O T.O.SLAB(FUTURE-SPACE-LOWER-LEVEL) — — SECT . @ LIVING & DINING/ FUTURE GAME RM . FACING NORTH 1 1�4„ _ 1 ,_Q„ 2 s" X il " 2Y`1�,5 2X12'S � z x i�,s o���Mi� J�15„ x ia �kjas yxr� � OPEN PURLINS, � �zn " 6'S � RAFTERS & T&G - (212x6CP � � 3 X 1 i5)2 x 6 PANELING TYF. @ KIT/ LIVING & PLAY ROOM � 0 -v F �T C �"G . (3)1• " X 11•� LVL (2 -�" X 1 �" LVL (2) •�a" X 11- „ LV� (3)1-� X 11•�" VL X 12'S � O KI cs�z x e — DROPPED BEAM/ W10 X 39 W10 X 39 DROPPED BEAM/ W10 X 39-- DROPPED BEAM/ � � V � � �Q TOP OF TRUSS-NS TOP OP TRU5S•NS TOP OF TRU55•NS L p � \ V ' v� 3 7 W . I . 0 W . I . 0 � �/� • — � . > � _ �-- ' � "' � 348 � 0 � �, �' :�'JZ:LTJ^S`r—� ZTZTTTTTTf 'f�l�f _.�,4 ,,4_ �. � � � �1 1 � �, , c�, ��� ..,�c �, .=' �� c a � W / � � —'�`'= ° PP T , 3X3X3/16 COVERED � � y �8052 �-4° -- – — — — ' PORCH T.O. PLYWD . , ,�. B �S � I � i � J � � 2 X 12 LEDGER 11 BCI , � „ � � � � 10 X 3 0 0 00; t2)1 � X � LVL' ,`3► ) O 2 X 1 LEDGER � � � 1� 0 0 0 oa � � � � � � 0 � � � � __ �- . SHOW R MASTER � A1 A a1 � KITCH N � �� BATH � .—.---- ----------- � EYON �M ZO6 PANTRY � z23 �► � Ct� SET � , BEYOND �' ' ' D D "'�,,, 221 �, �1 a a ' r�� C31NIN ' m m m � m o0 00 0 0o LIVI G \ � 00 0 � 0 � 8041 '-4� � i uo ou uu o0 00 ou o r.o. PLYWD — — ?�• B� 5 1i�„ � ,S — — — - - — �� B ,5 P R a � E c r : 24 I b , „ � �� � i � c2n-�.��X��-,�" WL-DROPPED D R A W N B Y : HB � aoss -a �I T.O. P�Y w o — — — — — B A T H � � � ',,,Z�' I 1 0 x A 9 1 �" B C S W 1 0 x 4 1 1 " BCP (2) -�"X l �" L V L 6 X 6 C O L, D A T E � � - - - -r - - - -� --� I IE— — —� � CRAWL 03. 14 .2005 FuTURE � � 1 0 8 � � I I � 1 b 9 I I I s P a c E —y TS 3X3X3/1 R E Y I S I 0 N S : � � � � I � � G X M I i I I � � _ _ o � � a - FUTURE STOR./ MECH . � fINAIDRBSUBMITfAI 03. 14.2005 1 6 I I I I I I '� GAME RM . C R A W L 5 P A C E I LESS THAN 5 '-0" I I I — — � — — — � I � � — — — — — 111 REV. Q FINAI DRB SUBMITTAL I i I � — � �� - - �—I I � � - - �� = �I � � 04.01 .2005 � � REV'D FINAL DRB SUBMITfAL � � j � I �� j I I � � I � � � I I J _ _ 1 _ _ � _ _ _� BUIIDiNG PERMIT 06. 16. 2005 8031 '-4" T.O.SLAB(LOWER-LEVEL) O CRAWL 5PACE 8029'-4" FIN. FLOOR(FUTURE-SPACE-LOWER-LE � 2 SECT. @ LIVING & DINING / FUTURE GAME RM . FACING SOUTH 1�4 _ 1 -o SECTIONS ,� � � � � � �o �n _ b 0o ar. Q N V ^ ^ . cl' ' �1 0 _ � G� _ . � � (3)1�" X il-�° VL Il) X 1�- W N OVERFRAMEd r ^ � 312 'L�' OUVEFIED VE t�rf � ti� 4}1-�" X 18" LVL `��',�? � � 3)2X6 5)2X6 v��f � � G 4 O � TOY � GARAGE /�♦ � �i.i z ; 32p ° � GUEST ; ' r - _ - _ _ _ � � BEDROO I � �11 � �Il I S'3 STAI RS - � II II II !I � o 317 ^ 1 g g � II II II II � � 312 � � � II N II II � � WET BAR I � � � ( I � M � I I I I � � I I I ( � � i � L�J I�,J � 8055 '-0" v 8053'-9" �^ a s 1'�', 4�� �� T.O. PLY(TOY-GARAGE) �y -- � . T.O. 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GLAZING CASEMENT/ fIXED/ SWING REMARKS • �; _ TMPE "°TESM GLEN LY4N SUBDIVI5ICJN � � - FUTURE N/ ENT # 110 D 3 -0 X 3 -0 TEMPERED CASEMENT- AWNING �► - FUTURE N/ ENT # 110 D 3'-0" X 3'-0° TEMPERED CASEMENT- AWNING VA I L C � LC.� RA � C� • •° o°� MAIN LEVEL � � N i a • 2 '-9 " - "' �'— ENTRY FOYER #201 �A 2'-10 X 7 '-4° TEMPERED CASEMENT- FIXED '-6' �"� �� �"� �� 3,� �� 3� 6'-0° 2 '-3" 3 '-0° _ � ENTRY FOYER #201 � 2 '-10 X 7'-4" TEMPERED CASEMENT- FIXED � � � �� �� �� �� V. ° ENTRY FOYER #201 NN 2 '-9" X 8'-0" CASEMENT- FIXED � p � p o � � � � � � t-�- °� ENTRY FOYER #201 PP 2 '-9" X 9'-5 CASEMENT- FIXED ' � ' . N �„� ' - ' - ' L. ' � ' Lul W ENTRY FOYER #201 NN 2 '-9" X 8 '-0" CASEMENT- FIXED 3 LIVING #202 UU 5�-3i� X 8i-0„ CASEMENT- FIXED OO OO CQ O O O O O O o DINING #203 UU 5 -3 X 8 -0 CASEMENT- FIXED c� FAMILY RM . #204 5 2'-3 " X 5 '-0" CASEMENT- RT. SWING , „ , „ , „ , „ , „ , „ , „ , ,� , „ 0 2 -6 2 -2 2 -4 2 -9 3 -0 0 2 -3 0 � FAMILY RM . #204 H 1 '-6" X 2 '-3° CA5EMENT- FIXED � � � � � � � � � �"_ FAMILY RM . #204 S 2'-3 " X 5'-0" CASEMENT- RT. SWING � � O FAMILY RM . #204 H 1 '-6" X 2 '-3 " CASEMENT- FIXED � FAMILY RM . #204 5 2'-3 " X 5 '-0" CASEMENT- LT. SWING io p - - - _ _ _ _ FAMIIY RM . #204 H 1 '-6" X 2 '-3" CA5EMENT- FIXED M ' � � � o o O _ � FAMILY RM . #204 S 2 '-3" X 5'-0" CASEMENT- LT. SWING � � � � � � � � � � FAMILY RM . #204 H 1'-6" X 2 '-3" CASEMENT- FIX�D � M FAMILY RM . #204 H 1 '-6" X 2 '-3" CASEMENT- FIXED a BREAKFAST RM . #205 N 2'-4" X 4'-6" CA5EMENT- RT. SWING/ AWNING TILT TURN KU �O Q,� BREAKFAST RM . #205 N 2'-4" X 4'-6" CASEMENT- RT. SWING/ AWNING TILT-TURN BREAKFAST RM . #205 P 2'-9" X 4'-6" CASEMENT- FIXED MO OO OO � OO SO TO BREAKFAST RM . #205 N 2'-4" X 4'-6" CASEMENT- LT. SWINGI AWNING TILT-TURN KITCHEN #206 C 2'-9" X 2 '-9" CA5EMENT- AWNING 3�, '-6" � 3�, '-6 " �� �, 5 '-4 " � � 3 '°9 "� � 5 '-0 " � .� KITCHEN #206 C 2 '-9" X 2 '-9" TEMPERED CASEMENT- AWNING � � � �� � ��� �� � ��� KITCHEN #206 XX 4'-2 " X 8'-0" TEMPERED CASEMfNT-FIXED MULTI-WINDOW/ RAKE UNIT — �'' KITCHEN #206 �'�' 4'-2 " X S'-0" TEMPERED CASEMENT-FlXED MULTI-WINDOW/ RAKE UNIT C.. PANTRY #207 C 2 '-9" X 2 '-9" CASEMENT-FIXED ' - • • WEST HALLWAY #208 C 2 '-9" X 2 '-9" CASEMENT-FIXED � N � _ _ WEST HALLWAY #208 C 2 '-9" X 2 '-9" CASEMENT-FIXED � � � y � � WEST HALLWAY #208 ZZ 2 '-0" X 6'-6" CASEMENT- LT. SWING/ AWNING TILT-TURN n n `�"' ILL'S aFFICE #211 55 2 '-4" X 6'-0° CASEMENT- LT. SWING �� v ILL'S OFFICE #211 KK 1'-6" X 9'-0" CA5EMENT- FIXED � ILL'S OFFICE #211 M 2 '-2 " X 4'-6" CASEMENT- LT. SWING �U VQ � $ ,_5 „ � ILL'S OFFICE #211 11 1 '-6" X 6'-10" CASEMENT- FIXED ILL'S OFFICE #211 KK 1 '-6" X 9'-0" CASEMENT- FIXED Q Q 6 ' 3 " � • -- MUD RM . #212 J 1'-6" X 3 '-0" CASEMENT- AWNING �_ �� MUD RM . #212 J 1'-6" X 3 '-0° CASEMENT- AWNING 3�, '-6 " L 3_I. �-4�� I� ,J `�'�� '-0 " � 3 �'2 �� ""C MUD RM . #212 J 1'-6" X 3 '-0" CA5EMENT- AWNING � � � � �� �_p�� �,� �'' MUD RM . #212 J 1 '-6" X 3 '-0" CASEMENT- AWNING - � ~ � � � � i MUD RM . #212 L 2'-6" X 4'-0" CASEMENT- LT. SWING/AWNING TILT TURN MASTER BATH #223 G 1 '-6" X 6'-0" CASEMENT- FIXED ~ � MASTER BATH #223 T 2'-0" X 6'-6" CASEMENT- RT. SWING/ AWNING TILT-TURN � _ _ o � � ap MASTER BATH #223 BB 4'-0" X 8'-0" CASEMENT- LT.-RT.SWING/AWNING TILT-TURN �p � �? �i� Q �� � � �p � � MASTER BEQROOM #222 W 5'-4" X 5'-5" CASEMENT- AWNING �, � � � �t i�. � d, MASTER BEDROOM #222 1 1'-6" X 3 '-0" CASEMENT• AWNING icw io �O ir� MASTER BEDROOM #222 X 3'-9" X 7'-6" CASEMENT- FIXED " ' MASTER BEDROOM #222 Y 5'-0" X 7'-6" CASEMENT- FIXED o ❑ o ❑ � _ MASTER BEDROOM #222 B 2 '-0" X 2'-0" CASEMENT- AWNING M .� OFFICE GUEST #227 U 3 '-6" X 4'-8" CASEMENT- LT.SWING/ AWNING TILT-TURN ZQ � FF UPPER LEVEL KID'S RM. BEDROOM #301 V 3'-6" X 5 '-0° CASEMENT- LT. SWING/AWNING TILT-TURN � � � � KID'S RM . BEDROOM #301 B 2 '-0" X 2 '-0" CASEMENT- FIXED KID'S RM . BEDROOM #301 G 1'-6" X 6'-0 " CASEMENT- FIXED KID'S RM. BEDROOM #301 V 3 '-6" X 5 '-0° CASEMENT- RT. SWING/ AWNING TILT-TURN 5 '-0 " 6 '-0 " 6'-10" 9 '-0" � 7 '- 10" 7 '- 10 ° KID'S RM . BEDROOM #301 A 1'-6" X 1'-6" CASEMENT- AWNING 2 '_6 " 3 '-0 " 2 '-3 " 2 '-3 " 2 '-3 ' 3 '-4 ° 2 '-4" 3 '-4" '-7 ' 3 '-0 " 3 '-3 " 3 '-3 " 3 '-0 " '-7 BATH #303 L 2 '-6° X 4'-0" CASEMENT- RT, SWING/ AWNING TILT-TURN HALLWAY #305 GG 2 '-4" X 5 '-0" CASEMENT- AWNING KID'S RM . # 307 TT 3 '-9" X 10'-0" TEMpERED CASEMENT- RT. SWtNG/ AWNING TILT-TURN/ BOTTOM PANEL TEMPERED a, a � � � � � � � �� KID'S RM . # 307 � 3 '-9" X 10'-0" TEMPEREb CASEMENT- R7. SWING/ AWNING TIL.T-TURN/ B07TOM PANEL TEMPERED N ❑ ❑ N ■ ■ M M KID'S RM. # 307 B 2'-0" X 2 '-0" CASEMENT- FIXED Q � M M BATH #309 A 1'-6" X 1'-6" CASEMENT- AWNING BATH #309 A 1 '-6" X 1 '-6" CASEMENT- AWNING � � PLAY RM . # 311 MM 3'-3 " X 7 '-10" CASEMENT- LT. AWN, FIXED, FIXED 8 '-0 " 9 '-5 " 8 �'5 " 8 '-5 " Q � PI.AY RM. # 311 A 1'-6" X 1 '-6" CASEMENT- AWNING 2 '-8 " 2 '-8 " 2 '-8 " 2 '-10 " 3 '-9" 2 '-10" 2 '-2 " 3 '- 1 " 3 '-2 " 3 '-2 " 3 '- 1 ° 2 '-2 " � PLAY RM . # 311 A 1'-6" X 1'-6° CASEMENT- AWNING PLAY RM . # 311 LL 3'-3 " X 7 '-10" CASEMENT- RT. AWN, F1XED, FIXED � PLAY RM . # 311 FF 6'-S" X 8'-5" CASEMENT- FIXED � � - - PLAY RM. # 311 Z 3'-6" X 6'-8" CASEMENT- LT. SWING/AWNING N N M M � PLAY RM. # 311 RR 3'-3" X 8'-5" CASEMENT- LT. AWN, FIXED, FIXED M m PLAY RM. # 311 QQ 3'-3" X 8'-5" CA5EMENT- RT. AWN, FIXED, FIX�D PLAY RM. # 311 EE 2'-4-5/8" X 12 '-3" TEMPERED CASEMENT- LT. SWING TILT-TURN/ BOTTOM PANELTEMPERED NN pp 1 �� QQ �- �� RR � �� � � PLAY RM. # 311 �� 3'-3" X 7'-10" CASEMENT- RT. AWN , FIXED, FIXED 8 -0 8 0 8 -0 � � MM 3'-3" X 7'-10" CASEMENT- RT. AWN, FIXED, FIXED 2 '-4° 3�_g �� 2 �_8�� Z �_8 �� 2 �_8�� z �_$�� 2 �_8�� 2 �_8 �� 2 �_8�� 2 �_8�� 2 �_8 ° O PLAY RM. # 311 2 '- 10° aa C'+ STAIRS #312 B 2 '-0" X 2'-0" CASEMENT- AWNING �'� �� � STAIRS #312 B 2'-0" X 2'-0" CASEMENT- AWNING - 1-� �� • i O � . � • _ � B 2'-0" X 2'-0° CASEMENT- AWNING � � ` � ^' ° � v • = � STAIRS #312 - cr , wa � � � ,�, C y � STAIRS #312 B 2 '-0" X 2'-0" CASEMENT- AWNING : M � cv -� � � N � y � O STAIRS #312 B 2 '-0" X 2'-0" CASEMENT- AWNING Q ' N � > ,.,p V STAIRS #312 B 2 '-0" X 2'-0" CASEMENT- AWNING = _ � � a � ��+ _ _ ,;,i�, d. N .i..� '✓� —a'� i a � u - � � tO p"� � N � HALL #313 B 2 -0 X 2 -0 CASEMENT- FIXED � o d. _ , � ^ � y � � HALL #313 K 2 '-0" X 3 '-6° CASEMENT- LT. SWING ' � o r,;� N ^ ni � -� N � J�,,,• • � GUEST BEDROOM #314 B 2 '-0" X 2'-0" C A S E M E N T- F I X E D vU d' d' .•°�a �� � � GUEST BEDROOM #314 Q 3 '•0" X 5 '-0" CASEMENT- LT. SWING M � � � � 9 GUEST BEDROOM #317 HH 2 '-6" X 5'-0° CASEMENT AWNING 55 ;�, N N � � � �.,_ TOY GARAGE # 320 B 2 '-0" X 2 '-0" CASEMENT- FIXED xx 0 M O Z�7. � TOY GARAGE # 320 � R 2 '-0" X 5 '-0° CASEMENT- LT, SWING 3 TOY GARAGE # 320 R 2 '-0 " X 5 '-0" CASEMENT- RT. SWING W I N DOW S � H GDU LE � TOY GARAGE # 320 B 2'-0 " X 2 '-0" CASEMENT- FIXED � O 1 � NTS � � � EXTERIOR DOOR SCHEDULE 8 '-0 " 8 '-0 " � DOOR REMARKS z �_$ u 2 �-S ° 2 � -S ° 2 � -S ° 2 �-� ° 2 �-S �� rJ � -Q ° Ej '-Q ° DOOR tt00M NAME & # HARDWARE SIZE SWING 2 �'( �� 3 �_O �t TYPE D-1 FUTURE N/ ENT # 110 ocicsEr (2)3 '-0" x 7'-0" RT PRIMARY ALUMINUM CLAD DOORS A-1 ENTRY FOYER # 201 ocKSEr (3)2'-8 " x 8'-0" RT ALUMINUM CLAD DOORS/ ' NANA' TYPE/ HORIZ4N7AL DIVIDES A-1 ENTRY FOYER # 201 ocKSEr (3)2' -S" x 8'-0" L7 ALUMINUM CLAD DOORS/ ' NANA' 'tYPE/ HORIZONTAL DIVIDES � \ -1 ENTRY FOYER # 201 ocuser 3'-9" x 8'-0" LT SPECIAL CONST. p a a a O a a a _ _ P R 0 J E C T : 241 b 8-1 LIVING # 202 ocicser (3)2'-8" x 8'-0" RT ALUMINUM CLAD DOORS/ 'NANA' TYPE ' ' O O B-1 LIVING # 202 ocicsEr' (3)2'-8" x 8'-0" LT ALUMINUM CLAD DOORS/ ' NANA' TYPE � � ir i� D R A W N B Y : y B E-1 FAMILY RM . # 204 ocKS�r 3 '-0" x 8'-0" R7 ALUMINUM CLAD DOORS D A T E : 03. 14 . ZOO� \ / G-1 PANTRY # 207 ocKS� 3 '-0" x 8'-0" RT ALUMINUM CLAD DOORS- LITE F-1 MUD RM . # 212 ocKSer 2 '-8" x 7'-0" LT ALUMINUM CLAD DOORS G-1 GARAGE BAY # 2/ #218 ocKS� 3 '-0" x 8'-0° LT A UMINUM CLAD DOORS- UTE R E V I S I O N S : � E-1 MASTER BDRM #222 ocKS�' 3 '-0 " x 8'-0° �T A�uMiNUM ctA� 000RS FINAL DRB SUBMITTAL 03. � 4.2005 Gl STAIRS #230 ocKSEr (2 )2 '-6" x 7 '-0" LT PRIMARY ALUMINUM CLAD DOORS A1 1 E-1 PLAY RM . #311 ocKS� 3 '-0" x 8'-0" RT ALUMINUM CLAD DOORS 3 '-0 " `--' 3 '-4 " C1 3 '-9 " � REV.'D fINAI DRB SUBMITTAL D-1 GUEST BDRM . # 2/#317 ocKSEr (2 )3'-0 " x 8 '-0" LT PRIMARY ALUMINUM CLAD DOORS 2� 3� H-1 ENTRY# 319 ocKSEr 3 '-0" x 7 '-0 " LT ALUMINUM CLAD DOORS-�/ UTE 04.O1 .ZOOS ' b-1 TOY GARAGE # 320 OCKSET (2 )3'-0" x 8'-0" LT PRIMARY ALUMINUM CLAD DOORS REV'0 FINAL DRB SUBMITfAI/ � � BUILDING PERMIT 06. 16 . 2005 � o - o _ o � o � � � bo � oo � oo . � � ' ` ' � WINDOW/ DOOR SCHEDULE � 0 � � � 1 2 EXT . 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