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HomeMy WebLinkAboutB13-0260 REV2 plans approved ��-- REM4V� �XI�TINCx FlREP'�,A,C� ,4h11� � GNkM�JEI` �� � � � � t. � GU"� � X15Tfi�lG PARAPET � C7OWN '�O 3sZ�` - f�? " Ml.�X. E I t � � _ ' VAg, In +c. At�t� N�W M�TA� F'�AIL� BETWE�N Ex1STMG Arcbit�cts 8c Pianners ME1",4L RAILS TC7 MATGH � N�tU GUARC�l�AfLS, TY'P. ALI� PortOi96aeBa: i734 �� 15TINC�s CnUARt�RAI�� � '' � vsa Co si65s.i�3a � � -. ...\ . . . � �- � (970) 949.7'034 ta:: {s�ro)�a�.si�a � � � � �: ���i�.� �o s�a�� xo,�a sme �oz � . . . Avoa, CC� 81b2Q t��.� -� ,�` .""". . . —°° . �°""' . + Garcra! 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I�aue Dates: X ' � � C�l,l,�1Rt7RA1L � � � OS.01.20�Z DRB �Comments ; c� �'-�=r-� '--- . �_.__.�_W..,.._,......._..._ .� _ _ ._._.,,,_.._s.�..........._.._ _.T�.��f.=1�. ._._ , . _ _ - _ . ........ tfs�.�. ;t���-'-���'i��� . � M. — — ---�-- ���.,� ����� � � , 3� i _ Sl�act Titic: � _ � � � � � � � ° - � � � - � � ��t�r'1(� r' � �� _ �XIS'T1hlCa +t F'RC?PC?5�D N��u u�i�t�c� � - . ��ar�� � l#'Y`, .t1� �1S , '� - " - . _ , . „ . ._ ri � \ ' � , , . , , i � 4 � . � _ � � � � � � �� � � � � � � �.. � � � � � � . . . � � �� �, � � �' • • . � . . . . . � . r.����� � � � - : �:. � � > � �< � Prnjtct No: �x �s�ri� ��ir��NC� r��w �ar�r� �tTr.,� � � � � ��� � � � � � � � T�� ' � � N�V p � �� 1 � 12U7.0{l ����� �` ��- �R,���� � � �� � �'� ��'`� � � �� ���� ���� ti��a�� � �������'��, " ` , � 2 � 4 � � � � �hcetNQ: ,��� � �. � ��4� Ir,��l : � w-��� � � • ° t W _ � r� �} � ,..r � ' u��..r �.■■■ ��:3 2 � �a , A ._,.�. � �, _ �i � �l� " = � � y �CALE ; ria " = 1 ' - �'" � � . . � . . . - . �'�, r �t . F"' .. ... . . . � _. . ... . . . . .. ,i � � !d 2ot2 v loa .vauuas a PLmas � n . . _ . . . . . . . .. . . . . . . . . _. ... . . .. ... DESIGN CRITERIA: STOCKTON RESfQENCE JOB �. 1306 - 12 4. Campression parailel ta grain - - - - - - - - - - - - - - - - - 2310 psi c. Dimensions: Check all dimensions against orchitectural drawings prior to construction . Do p � / ►� I �-" 5. Compr�ssion perpendicular to grain (parailei to giue line) 750 psi not scaie drawings. A (� � R E V I A TI � I V � � � T Roaf Live �oad { Sncaw) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 140 psf 6 . Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi d . Canstruction practiGes: General contractor is responsible for means, methods, techniques, Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf 7. Cannection of multiple- m �mber beams: sequences and procedures for construction of this project. N �tify structural engineer of A. B . ANCHOR BD�T LAM . L.AMINATED '� h � - , <�,� 1: x1�p"�^ , Floor �iue Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4C� psf A. Tap - laaded bet�ms amissions ar conflicts between the working drawings and existing canditions. Coordinpte A. F. F. ABOVE FINISHED F1.00R LLH �ONG LEG HORIZONTAL ��;�. �QO���, �`,� . • �� • � • • A. F. G. ABOVE FINISHED GRAQE LLV L(JNG LEG VERTICAL �"� �°' ���� �°' °� ' Ffoor Dead Laad - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 35 psf � } For members 12 deep or fess, nail each member ta the next with 2 rows af requirements far mechanical /eiectncal fplumbmg penetrations thraugh stru �tural elements with ;i�„ ,� �' flr�°�,� Deck �ive Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 sf " ADJ. ADJUSTABLE LUNGfT. LGNGITUDlNAL :���,t,,�' � � � P 16d nails at 12 o. c. structural engineer. Jobsite safety is the sole respansibility af the cantractar. All methods ,, � .. � ! Deck Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 45 sf t� used for construction shall be in accordance with the latest editions of the IBC IRC. ANCH . ANCHOR �TWT. LIGHTWEIGHT � +��. : � p ii} For me�mbers greater than 12 deep , nail each member to the next with 3 � � � , � Wind ( 3 Second Gust} _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ g{� mph ( Exp, g ) rows of 16d nails at 12" o. c. e . Details not specifictilly shown on the drawings shall be constructed in a manner similar to the APPR4X. APPROXIMATELY �V� LAMINATED VENEER LUMBER � �� ' Seismic Dasi n Cate or EXEMPT details that are shown for like conditions. These items shr�ll be brou ht to the attention of ARCH . ARCHITEG7 L�L LAMINATED STRAIVd RIM MATERIAL � � °�$ ��;� IBC IRC Edit on - � y _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �p� � B . Side- loaded beams the structural engineer as soon as possible far approval . Approval sh�ll be obtained prior to BD. BOARD MAX. MAXIMUM ��'�������� f i) For two or three member beams, nail each member to the next with 3 rows B �DG, BUILQING MECN . MEGNANICAL » instollation . of 16d naifs at 12 a. c. B �KG. BI�OCKING MAT' L MATERIAL SPECIA� INSFECTIQNS: „ f. Ali waterprc�ofing and flashing is the responsibility of the architect and �antractor. ii) For faur member beams, bolt thraugh with 2 rows of 1 /2 diameter balts at g , � t is the responsibility af the contr+actor to contact the structurai engineer at the appropriate � � • BEAM MANUF. MANUFACTURER a , S ecical Ins ectic�ns shalf be ravided accordin to Section 1704. 1 and the statement of s ecial � Z�� °• �• time ta erfarm site observation visits. Obsarvation visits to the obsite b the en meer are B �T. BOTT4M MlN . MCNIMUM 11 /05/2013 � � � � p iii Far members consistin of mare thQn four mernbers, contact structural far determinatian of general conformance with the construction dacuments and sha (�I not be 8 . 0. 1N, BOTTOM 4F WA�L {N ) NEW insRectians as required by the Tawn of Vail . ) 9 b , Cantinuous Inspection sha91 be performed for field welding { except single- pass fiilet welds I �ss engineer, canstrued as inspection . BRG. BEARING NOM . NC?MINA� p . All lumber used in eanstruction shall have a maximum moisture content of 19 �. h . Thou h ever effort is made ta rovide a com lete and clsar set of construction dc�cuments, GANT. CANTlLEVER N . W. N4RMA� WEIGHT r.. than ��" ) , and anchor bolts where indicated on the foundation plan . 9 Y P P c. Periodic inspection af steeC construction elements shall include material verificatian in q• Unless made of treated ar naturally decay- resistant wood , all deck beams and joists { including discrepancies ar omissions may occur. Release af these drawings anticipates cooperation and C. J. CO�ITROL JO1NT C7 . C. ON �ENTER � v, ,�`'r, accordance with these drawings, manufacturer' s certificate of comp { iance, snug - tight bolted g� ue- lams) wider than 1 � shall be seafed and flashed at the top surface per architect. continued communicatian between the contractor, architec�� t�nd engineer ta pravide the best CMU CONCRETE MASONRY L1NIT OPNG. Oi'ENIIJG •� � � » r. Drive ins s ecified on lan shall be owder actuated fasteners b Ramset, Pawers, Hilti, or passible structure. These drawings have been prepared for the use of a qualified confiractor CEM . CEMENT QSE3 QRIENTED STRAND BOARD �y I rn jaints, Y4 and smafler welds, reinforcing steel , epoxy anchors, and anchors instaNed in p p p P �' rn �- approved equivalent. Fastener cand load size shall be determined according to manufacturers x er'e e in r i hn ' ' . CLG. CElLING I� PLATE �j � tt- o, hardened cancrete, °.�. �, recommendations for materials being attached . * � CENTERL{ NE PLYWD . PLYWOtJD Z d . Th � structural engineer does nat provide special inspections. Peric�dic observations of 2C} 12 IBC FASTENING SCNEDUL.E - � ,--�,o canstruction by the structural engineer are not ta be considered speeia4 inspections. �• Framing Notes: * CLR . CLEARAN �E PKT. POGKET c � � 1 . Extsrior walls: TNIS IS A PARTfAL SCHEDULE. SEE IBC TABLE 2304. 9 . 1 FOR FULL SCHEDULE CpL, CpL,l1MN R . O. ROUGH OPENING �j � c�, ..., FOUNDATION aESIGN : A. All exterior walls c�re 2x6 studs � 16" o. c. to a maximum height af 12' - 6 " , 2x6 C4NC. C�NCRETE RAD. RADIUS f- � " studs t� 12" a. c. to a maximum height of 14' - 6 ", and (2) - 2x6 studs @ 16 " to a C�NNECTEON FASTENING C4NN . CQNNEGTIQN REF. REF'ERENCE � � z ¢ a . Desi gn of individua{ and continuous footin gs is aased on a maximum aliawable bearin g prsssure maxirrturn height of 17' - 4" unless otherwise noted . Walls taller than 17' - 4" shall Ct}NT. COh1TINU4US REINF. REINFORCEfRElNFORCEMENT � �� °- �'- af 3, OQ0 psf {dead lopd plus full live load), be framed with manufactured faminated studs. Contact engineer far spacing t . �oist to s��� or girder � - $d common toenail CUN �T. CONSTRUCTICIN REQ' D REQtJIREp J q� b . FaundQtion c�nd retainin wafls have been desi ned usin ca Eatera! r�ssure of 60 ef. requirements, if not indicoted on plan . Cap with a double top plate installed to 3 - 3" x o.131 " nat� C. P . CRIPP �E POST RET. RETA1NiNG � � � � g p � 3 - 3 14 aestale (� " c. Faotings shall be placed on the naturbl undisturbed soil , or compacted structural fill per the pravide averlapping at corners and at intersections with other partitions. If averlap 9 � P G. W. CRIPPLE WAL.L FEV. REVISIaN � c� 2. Bridging to joist 2 - 8d cammon toenail each end DBL. DOIIBLE R , S. RC7lJGH SAWN = recarrtmendations of the geotechnical engineer, below frost depth . is not pQSSible, strap top plat�s with metal strap ties { Simpson ST292 or „ „ p � d . This foundation has been desi ned accordin to the desi n recommendations set forth in e aivcslent . 2 - 3 x o.131 natl DET. DETAIL SCHED . SCHEDULE („) c� °° � g � q� � Z - 3 14 gage staple � t�• � geoteehnical repart 13- 2864 by LKP Engin �ering , 1nc. The contractor shall follow the B. Gable- end walls shall be balloon - framed to the bottom of rafters unless approved „ DIAG. DIAGONAL. SECT, SECTION � ,.� � construction re uirements fram this same re c�rt. b en rneer. 6. Sole plate to �o�st or blocking � sd at � s ao. typical fpce na�� pWL. DOWEL �NT. SHEET �. 'd' a► � � � g 3" x Q.131 " nail at 8" a.c. � e. Provide eontinuous foundatic�n drains around the erimeter af afI basement walis anci at the �. Floor or raof framin members must be ali ned to bear within 5 inches of the DWG, DRAWING SIM . SIMIL.AR .+.� x o � P 9 9 3" 14 gage staple at 12" Q,c. O base of retaining walls. Cantact geotechnical engineer for detc� ils. studs beneath . EA. EACH S. I . P . STRUCTURAL lNSULATED PANEL � � m � f. A re resentative �f tha eatechnical �n ineer shaH uerif soifs conditions and t es durin D. Provide 7 16 " thick APA rated sheathin I ood or OSS rated 32 16 , ex osure 1 , Sole plate to joist or blocking ot braced E. J, EXPANSCC?N JC71NT SPEC. SPECIFICAT� ON 1�J'' � -� p � �. Y � � f � �p �'' } j p wa11 panel 3 - 16d per 16" braced wal( panels ELEV. ELEVATION SQ. SQUARE � � `� exeavatian . Repart arty discrepancie� from original findings to structural engineer for at exteriar face of exterior walls. Block oii horizontol joints and nail panels with 8d (�)-3" x a.� 3� " nail per � s" i tn ci > re- eva lua tion o f fc�un da tion design . nails spaced at 6 " a3ong panel edges and at 12" alonq intermediate supports. (�)-3" 14 gage staple per 1s" E N G. E N G I N E E R 5 T D . S T A N D A R I� g . Backfifl drQUnd r�nd ab �ve structural buttresses and retaining wa! { s shc�ll be eompacfiion - fiested �, � rovide ( 3}- 2x10 headers over all door and window openings, with one 2x6 trimmer 7• Top plate to stud 2 - tsd common ena na�t EQUIP . EQUIPME�IT STL. STEEL per t he recc�mmen da tions o f t he geo tec hnica� engineer. 3 - 3" x Q.131 " nai� E Q U f V. E Q U I V A L E N T S T R U C T. S T R U �T U R A L and c�ne 2x6 king stud each end ur� less otherwise indicated . 3 _ � � �. � EXSTG. EXISTING T�cB TOP �c BOTT"OM h . Qo not backfill against retaining walls until supporting elements (such as f{ oc�r framing } are 'srt �. At beam bearing locatians in stud walls, provide multiple- stud pasts equal to width " gage sta �e place and securely anchored, or adequtite shoring is insfalled . Cancurrent backfiliing c�f each of bearing member unless noted otherwise. s. stua ta soEe piate 4 - sd common taenai� ( E) EX1STiNG 1`&G TC7NGl1E & GR40VE si�3e of a free- standin retc�inin w�all to final rades as indicated on lan or sectic�n is � _ 3,, x o.13� " nail EXP . EXPAN �( ON T. C7. TC?P C}F 9 J 9 P 2. Interior Load Bearing Walls: � re uired unless tem c�rar sharin is instalied . „ 3 - 3 � � �a�e sta��� EXT. EXTERIC}R T. O. C. TUP OF' CtJNGRETE � � �` � A. lnterior Iflad bearing wafls are 2x4 c�r 2x6 studs { crs indicated on p ( an ) t� 16 a. c, � i. Verify ty�ae of fill with sc�ils engineer and structura( engin �er prior tcr backfilling . }� F'. D . FLQ{�R DRAIN T, U. F. TC7!' l�F �C}(7TENG � with 1 f2 gypsum wal � baard bath sides unless noted otherwise, Cap with a double 2 - � sd common end nail �p `�� , FpUNDATI �N T� U. �. TOP CJF L.EDGE tc�p plate installed to prcavide overlapping at corners and at intersectians with othar � - 3" x o. � 3� " nai� RE1hiF�RCED CORlCRETE : � FLR . FLOOR T. O. M . TQP OF MAS�NRY � r� partitions. 6f r�verlap is nat p4ssible, strap top plates with metal strap ties 3 - 3 � � g°qe st°p�e �RMG. FRAMING T. O . W. TQ� OF WALL r--�-� � SiYTt (� SO�t aT292 Oi" �qUIVt11 �t1 � � . 9. Dauble Studs 16d ot 24" o.c. face nail A a . Concrete design is ba �ed r�n th � " Building Ce�de R � quirements for Reinforced C�ancrete" ( ACI ,> „ „ �TG. FOaTING TNRU THRC►UGH 318) as adcapted by Chapter 19 c�f the 2Q12 l � C . B . Floar ar roaf framing members must be aligned ta bear wifihin 5 inches of the �3 1 � U.�131 nc��t �t s yo.c. GA. GAUGE TRAt� SU. TRAi� �VERSE studs beneath . � �e stapMe at s a.c. GA�V. GAl�VANIZEt7 TRTD . TREATE4 b . Struetura9 cc�ncrete shesll have a rr� inimurn 28- day cvmpressive strength �f 300CJ psi, C. Pravide � 2) - 2x10 headers over all openings in wall , with ane 2x4 ar 2x6 trimmer to. Doub� e top psates 1ed at ts" o.c. typica� tace nail c. Cancrete shall be prapc�rtioned using Type I - I1 sulfate- resistant cement, Admixtures contairtin9 3" x 0. 131 " nari at � z" o. c. GEN . GENERAL TS TUBE STEEL CC�LUMN � and one 2x4 or 2x6 king stuci each end unless nr�ted atherwise. � ch { oride salts shall r� ot be used . ' 3" � � ya�� stap�e at � 2" o.c. G. L. GL.UE- LAM Tl`P . TYPICAL D . At beam bearir� g Ic�cations in stud wails, provide multiple- stud posts equal to width � d . �o1d weather concreting pro�edures s#� all b � prc�vided a � recc�mmended in the ACi Manua ! af GYP . GYPSl1MfGYPCRETE U . h1 . C. Uf� LESS NOTED C? TMERWISE „ �af bearing member unless not�d ofiherwise . �...C�r1 �.ret� Pt-t�c � ic� . Double tap plates 8 - 16d cammon iap splice Ht� R , HEA[�ER VErcT. V�r-'� iiC ,0.� 3. Floor Cc�nstruction : � 2 - 3" x 4.131 " nair e. �nchor bc�lts �or beam and ce�lumn bearing plates shcrll b � plc� cecl with setting ��mplates. „ ,> h10RIZ . N4RIZ�NTAL V. I . F. VERIFY 4N FIE�D � f. Ex ansic�n bcal �s shall be Iocc�ted c� � a minimum c�f 6 b �lt diameters from eor� crete ed e and A . Provide 3f4 thick APA rated Sturciiffoor rated at 24 o. c. , tongue and groave , � 2 - 3" � 4 gags sta Is t �co� f�ce noi� � � ex osure 1 . Glue and naii anels to all su orts with 8d nails s aced � t 6 " alon � � i-4SS NOLI�OW S1`EEL SECTI (�N V+/. �. W1QE F�.AhIGE �� �„I spca�ed t� t ct mi�tirrturrt of 10 bt�lt dit�rneters unle�s ntated othet-wis�. p „ p �'� p 9 1i . Blocking between joist or rafters 3 - 8d common toenail F-{ T. }-# EEGHT W. P . WATERPROUF Anchor bo( ts fc�r wc�od sill Eates shall be 9ac� d at 4' - 0" maximum s acin with on � c�nchor panel edges and at 12 alang intermediate supports . { nstall sheathir� g with long to top p�ate 3 - 3" x o. � 3� " na�i � 9 • P P P 9 INT. fNTERIOR �rV. W. �. WELDED WIRE FA�RiC boft at 12 " from each end c�r corrrer and a rninimum c�f twro anchc�r balts per piece. dimension perpendieulor to joists and end joints staggered . 3 - 3" t � 9age stop�e INV. INVERTED WD . W�{�E} � B . Provide sc�Cid blocking between floQr joists at ai { bearing locations. Blocking material t2. Rim joist to top p�ate 8d at 6" {152mrrr) o. c. toenail h . Concr-et�; floc�r slabs c�n grczde and on rt� etal c� ecking ar plywood supported by framing shc� l ! JST. JO1ST Wj W( TH , ,� shall rriatch the floor joist material . 3" x 0.131 " na�� at 6" o.c. hav� sawn or t�c�led contro! j�ints at c� maximum spacing c�f 1a - 0 in each direction . �ocate r � I� KfNG STUD WjC} WlTNOUT cantral joints along coiumr� grid { ines where possib{ e anci provide slab isc�latit� n jcaints around 4. �ioof Construction : 3 t4 go�e staple at s o.c. c�� � � � � A. Provide 5/8" thick APA plywood sheathing rated 4oj2U, exposure 1 . Install � 3. �rop p€at�s, �a�s and intersections 2 - � ed common tc�ce naii ALL. L.UMBER CQN �lECTC1RS IN DIRECT CflNTAGT WI7H PRESSURE- 71� EATED LIJM � �R SHALL HAVE A � F� � sheathing with Ic�ng dimensir�n perpendicular to rafters ar trusses and end joints 3 - 3 x o. 131 nai� SIMPSON ZMAX QR HDG F1NlSN AND SNALL BE ATTACHED WlTN FAS�"E�lERS 1'NAT �iRE GALVANIZED �� r�l i. Concrete coveresge fc�r reinf�rcing steei : „ „ 3 - 3" � � ga�e sta��e PER ASTM A153, CO�lTACT ENGINEER �OR ALTERhlATE USE C?F` � ARRIER MEMBRANES . 1 . Cos� crete cast ragainst csn �l perrnanent3y expc�sed to earth : 3" sfiaggered . Nail with 8d nails spaced at 6 alang panel edges and at 12 aiong itltel't1'tedic] te suppot'ts. 14. Continuous header, two pieces 16d eamrrton 16" a, c. along edge �j `� � 2. Concr�te exposed to earth car w�ather: E�. Plywoad sheathing shall be applied continuausly over the primary roof inembers 16. Continuaus header t� stud � - sd common toenc�i� CONNECTIC?N SCHE� UI�E TC?P FA�E JQISI' � A . �5 bar and srnall �r 1 1 f2 " �r ( rafters csr trusses) below averframed areas to provide adequate lateral stclbility. 3 - 8d c�mmon toer,ai� _ � 8 . #6 thrc�ugh �18 bt� r 2 19. Rafter to p►ate 3 - 3" x 0. 131 " nail � SIMPSC7N H5 ( A�} - �3d { 4) -- 8d 3. Ccsr� crete nc�t �xpos�d t4 wec� th �r or in cr�nfic� ct with ground : C, Provide wind /seismic ar� chors at supports for a ( 1 roof jaists and trussed rafters . (see sect�on 23Q8.10.1 , Table 23os. to. t } g - �� � � ��ye stap�e _ A. Slabs, wa& Is, caists 11 bar and smc� ller 3 4„ See nailing schedu { e. y Q SIMPSON HU14 ( 28 } - 16d ( 8) �- 1t�dx1 1 /2 . � � � � # � '� D . Pr4vide sc�lid bfoGking betwsen roaf rafters, trusses and laokouts at all bec�ring 23. Built- up corner studs � 6d common 2q. o.c. B . Seams, columr� s 1 1 f 2" 3" x o.� 3� " nai� 16" a. c. C� SIMPSON LSSU125 - ( 10) - 10d ( 7} - 1 Qd- 1 1 f 2 � lc�cations. Slocking materiol shall match rafter, truss chord , or lookout material . �» > � ���� ������ � �„ a � t� w � 5. Wind Bracing : D�} SIMPSON U414 - ( 16 ) - 16d ( 6 )- 1fld �� �.�'" REI (\6FC?RCING STEEL: 29. Joist to band joist 3 - 16d common face nail ( i A. Wa11s ovEr � feet long which are sheathed with gypsurn wallboard on both faces and „ �� � 5 - 3 x 0.131 nail E�}, SIMF' 501� HUCQ412- SC) S �" ( 1 �i-} - �(� S�'`4X23'� ( 6 } -- SD �XYhX2�2 � � � ��� 'l ;� � � g are indicated as shear walls on pian have been designed ta resist wind forces in 5 - 3" � � a e sta �e � fabricatiar� and laec;menf af reinfr�r�in steel shall be in accordance wi �h the ACI 9 9 � �, accordance wifih Table 2306 . 7 of the 2012 IBC. F�} SIMPSON LS5U410 - { � 8) - 16d ( � 2} -�- 1Qdx1Y2 Manual af Goncre� e Practice. �° NOTES: b . Exce t w� ere atherwise nated on the drawin s, r�einfc�rcin bars she� ll conform t+� ASTM �. At shear walls, screw 1 /2 gypsum wallboc� rd to akl studs and ta top and bottom u � p � � „ „ � � » � � siM � sor� Huc�� s ( zo ) - 1 sd �a) -- � o� S�7�CifiC� �.iC�n A615 tit1d Shctll b � gt"C7d� 6Cl �XC�p $ � i�S, fI�ICI b8t1t bCtt'S WhB�'e � 8t'tl'tit �ed by t� flte � � � ��� With �8 X 1 1 /�8 drywall SCI'�WS C7t 7 maximum SpaCillg . For SI: 1 inch = 25.4mm . 2 3f8 x 0.113 nails and 3 x 0. 131 nails are standard 8d and 10d Gun nails. C. Exterior plywood or OSB wa ( I s�tec� thirtg is required u �tless specifically deleted by cr. Common ar box nails ore ermitted to be used exce t wFtere atherwise stated. - 3fl -- 16CI 1C} - 16d F� r"'e'i on plan , or bars tca b � welded , which shall be grade 40. P � {�H SIMP'SON HHUS410 � � � ) c. Rt splices, Ic� p bars G-4 diame�ers. Dc� not welc! or use m �chanical splicing devices unless engineer. b. stap�es sha►� have a minimum crawn width of �j� s �nch. � � � specificaily apprQVed by engineer. ��.} NOT USED � � STRUCTURAL STEEL: Q SIMPSON CJJ3 - ( 6 ) -- SDS ( 3) �- F' INS d . At carners , make horizonta4 bars cr�ntinuous r�r provide eorner bars. Aroun � openings and g���}' _ gl4 � steps in cc�ncrete, provide ( 2} - �5 bars extending 2, _ 6 „ beyond edge nf opening or st�P • 8320' - 7Yz SI�OPE SLAB r---- , „ a . Structura ! steel shall be detailed , fc�bricated and erected in accardance with the most current � ~ °� - T. O. PLYWD . � SIMP �QN HGA� GtKT ( 4) - SDSY4x3 - ( 4) - �DSY�x� Yz e . Extend reir� forcing steel a minimum of 2 -- 6 through cc�ld jc�ints. Unfess specifically Incc� ted �� �tions af AlSC Speeifications and Code af Standard Practice. �-T. O. W. � �y on plan or detc� ils, coc�rdinate cold joint iocations witf� enyineer. , 2.� �� � ` Y TYP . 7 4 - 10d 2} - � Od �- M�t f. Welde� wire fabric shalE conforrn tca ASTM Speci€icc� tion A- 185 . Lap welded wire fc� bric a �' , Structural steel W sha �aes sho ( i be ASTM A99 � . Other rolled shapes, ir� cluding plates and g3�p - �--- � 2 � � an gles shali be ASTM A36 . Raund ar rectan guiar HSS sha pes shal ! be ASTM A500 grode B . �"- ��� �, ° � -- 1 0 - � U d 7 - 1 0 dx� � minir� um caf one full mesh pius twa inches. �aps shall be wired together. T. 4. L. {� S{ MPSQN LS5U135 � � ( } „ „ „ „ c. All bofts used in steei framing shall conform fio ASTM Specification A325. Anchor balts and �� � ' G e g . Epoxy ac# h .;sive for reinforcing dowels shall !� e Hilti ar Simpson ar appraved � c}uivalent „ ��,��i,,�,i`�f��, . " 6 - - 2 - � 0 x ��� •, b �lts used in timber connections rnay be ASTM A307 . Bolt sizes shall be 3/4 diarneter .,�, �.��i � N SlMPSO�! LBV1 . 81 f7. 25 ) z � adhesive syst�rns. Minimum embedments, if not specifically indicated on the drawings, shall '* '�i�fi�; FLC7t7R J�ISTS PER P�AN unEess noted otherwise. #5 VERT. C� 16 O. C, ` �� . �, , SiMPSON HtJCH48 -° ( 1t7) - 16d { �) _ 10d - , ,� be according tc� the manufa �turer' s speeifications. . . . . „ . . _ � ✓ c� . Ty� ecc�! framed beam cannections shall consist of pa �rs of 1 f4 angles usMng the maximum ��� _� � h . Metric bar size conversi�n tc�ble. ' �5 CONT. NORIZ. C�7 16 O. C. SIMPSC}N HWU5. 5C1 9 , 5 6 1 {�d number of bolts cc�lled for in Table 10- 2 of the A{ SC Mc�nual ( Thirteenth Eciition ) . � P� / ( 4} - 1 � d ( 4) -- i6d { � °` METRIC .�10 �1 � �16 �19 �22 �25 �29 �32 #36 e . Ex ansion bolts shall be wed e t e " Hilti" or " Rowl " or " Sirn son " , or c� roved e uivalent with � iNCN - POUND �3 �4 �5 �6 �7 #8 �9 �10 #11 P 9 YP P Pp 9 (� SIMPSO - � _ g 4) - 8d ,,,� the following minimum embedr-nents: �5 DWLS x I STRUCTURAL WOOQ FRAMlNG: 1 . 1 f2" diameter - - - - 2 1 j2" Q 16 " Q. C, $}, � R�} SIMPSt7N HU3514- 2 - ( 1 �} - 16d { 8)- 1Cldx1 �`z {,� 2. 5 f 8" diameter - - - - 3" � , IMPSt?N kUS2 . 37 f 11 . 88 - { 1 Q) - � Cldx1 � � � a . Except where noted otherwise, all 2" nominal lumber, except studs, shalE be Qc�uglas Fir- �arch 3. 3f4" diameter - - - - 4" ( 2 ) - �5' s CONT. HQR { Z. ° ,x » „ ,� i, „ °, TOP & BOT. T SIMPSOh! LSTA21 16 90d �2 and better, and all solid timber bee�ms and posts 3 naminal c� nd wider shall be Douglas f. Epoxy anchors called for on the drpwings shall be Epcon ar Rawl or Simpson or approved 5" CpNC. S�AB PER PLAN � � � i Fir- Larch �2. equivalent anchor systems. Minimum embedments, if not specifically indicated on the , „ ; � SIMPSC7N M1U1 . 81 j9 - ( 16 } - 16d ( 2} - 1Udx1Yz b . Studs shall be Stuci grad � and be# ter pouglas Fir- Larch or Hern Fir. drawings, shall be accarding to the manufacturer s specifcations. �5 s TRANSV. C� 16 O. C. 8310' - 5Y4 c. �uilt- up pc�sts shall consist of Dc�uglas Fir- Larch or Nem �ir �� ar bett�r 2x4 or 2x�i studs g . Ali welding shall be done by an AWS quaiified welder. Welds not specifically indicated shali be � � �IMPSON HWU7, 32f9, 25 ( 4) - 16d ( q.) - � �� ( 6 ) --- 14d per pfan and shall be nc� ile�! together wi�h 2 raws of 16d nai# s {� 6" an center along each 31�" fillet welds across the full length af the joint. c� ' � � � T` �` ��'A`" 51MPS4N HUC416 - t� 8S4 t1 �t� � � � a Q { �o)- � sd � �)- � o� 9 Y stud . h . Deiay painting within 3" of #ield welds until welds are completed. �$���� ' ° � �Y4 � � � }{ SIMPSC?N BA3, 56 11 . 88 14 - 14�d � �-� W� � JMC}f C �R d . �uilt- up bec� ms eonsist�ng of mu ( tiple 2x memb �rs shall be fnailed together vrith two rows af i . Where carrcasive soil conditians exist, steel angles that are used to support �xterior stone Y T, p, F. ° �u � �+ �.} l ( ) { 10)- 16d {2} -- 1t�dx y� � 1fid nails s aced at 12 an c�nter, or with two raws of 1 2 diameter tF� ru - bolts s aced at veneer shall be a4vanized and shall be attached ta the foundation with alvaniz�d or stainless ° , r � a ° $ - ,, ,, � 2 RIGID INSUL. PER checked b �QN P ,� P 9 9 � $ � G .���,�f �� ;� ARCH . , TYP. {�Y SIMPSQN LBV2. 37/� 1 . 88 ( 10)- 10dx Yz { 4} - 16d (2) - 14�dx1Y2 Y a, � a � � � � ti 24 on center. steel expansion onchars. I � �� S( MPSON �.US28 -- 4 10d ' e. Tap and bcattom plates shall be Dauglas Fir- Larch Qr Hem Fir #2 and better. Plates plc� ced j. All grout beneath column base plates and steel beams at bearing shall be non - shrink� � ey '� Q A a ���� ��``�.- {5�-- #5' s CONT. �ONGIT. � ( 6 ) - 10d ( � - 18SLl � d directly r�n concrete walls or slabs shall be pressure- treated Hem Fir �2. non - metallic typ � graut. Grout shafl hav� a minimum compressive strength of 2500 psi . .� � �_ .,,,, �� - � � � ��)_ 1 � f. Ledgers attached to concrete walls shall be treate�i Mem Fir #2, or if �VL materiai is used , PERMiT 07 /C� 9 � 3 shall have a continuaus waterproof inembrar� e between the concrete and the wocad . STONE BRICK VENEER: PERIMETER DRAIN PER 1 , - 0„ $" 6» � �B SIMPSON HGUS5, 50/14 - ( 66 } - 16d ( 2�) - 16d 1 � g . Wood beams bearing in beam pockets in ct�ncrete or masonry walls shall bear on a treated SOlLS ENGINEER U CC � L 4x4x�'� x0'- 5Y Wf ( 2)- ��."� THRU - BOLTS EA. L,EG OR WELD � � � 7 26 /13 2x6 bearing block. Provide �,� " clearance araund end of wood beam . Block against sides of a Anchared stone or brick veneer and its attachments shall conform to IBC Section 1405. 6 with - beam pocket with treated 2x blocking to provide lataral support for beam . a wire tie ta the structural backing for every 2 square feet af veneer, 2� - 2r� "7 �Q SfMPSdR! WP149 . 5 - ���- � � � ( �)- � p�{�� y2 �' E �/� � Ed � � � 6 1 � h . Beneoth solid or built- up columns noted an plans, blocking af area equivalent to column b . Unless noted othe'wise, provide ioose lintels aver openings as follows, ane angle for each 4" � SINiPSpN ABU88 {2)- �" � TNREADED RQD wf ( 18)- 16d REVISED � �} �{� 4- � � above shafl be pravided within fioor joist spaces and in wail spaces bel �w. Doar or window of wc�il thickness, ong leg vertical , to bear 4" minimum each end : � ��A�E. 3�4�, � ,� , _ �„ trimmers cansistinq af a single stud do not require special blocking in the jaist space. 1 . Qpenings to 4' - 0" - - - - - - - - - - - - - - - - - 3 1 /2" x 3 1 f2" x 1 /4" (�F SfMPSON ITS1 . $1 f11 . 88 ( 4) - 10dx1 � ( 2}- 10dx1Y2 ( 2) - 10dx1Y2 REVISED 10 f 15 13 i. Exce t as noted atherwise, minimum nailin �haCl be rc�vided as s ecified in the "Fast�nin , " , „ - - - - - - - - - - _ _ „ " „ S1 P 9 P P 9 2. Openings 4 - 1 to 6 - 0 - 4 x 3 1 j2 x 1 /4 �� SIMPSOi� LSSU �B - 10 10d Schedule" on the drawin s 2012 lBC Table 2304. 9. 1 . ' " , „ - - _ _ _ - - - - - - - » ,: » {� ( }- { 5) - 10dx1Yz ASf F � 1 Q � � � 9 � ) 3. Openir� gs 6 - 1 ta 8 - 0 - 5 x 3 1 /2 x 1 /4 I - JOIST OR L.VL # � � Bolts used for waod framin connectians ahall be install ::d with standard washers and nuts. � °, > >j _ _ _ _ _ _ _ _ _ _ _ „ t� i, ' � _' J� 9 4. Openings 8 - 1 fio 1 Q - 0 - 6 x 3 1 /2 x 5 j16 NEADER TO MATCH � H �IMPSOh� HTTS /$ s� ANCH {�R BO�TS w/ 6- 6d Y� k. Unless nc�ted otherwise, steel cc�nnectors such c� s thase • nanufactured by the Simpsan { Multiple angles shall be ariented back- to- back) DEP7H OF fiL40R Comp �ny shall be used to join raffiers, joists ar beams .� other beams at flush - fram �d �, Stone ar brick veneer shali be supported on dry- stack CMU units ta the foundation , �r � ' '- � ��� �T� SEE FRAMING PLANS canditions. l) se all specified nails. Connector conditions nofi otherwise noted shall utifize Type � �-Q�,�de steel angle support per details on the drawings. � , FOR HEA � � � � � t� or Type HU hangers of a size s� ecifi�:�Ily designed for the member supported, as shown in X � � <r `�"��� �� � �� � the manufacturer's published tables. Contact structural engineer for details as required . � � � (� Sh ��� I . Wood nailer { ates installed on s±eel � eams or cancrete walls for to fl �n e han ers shall be _ � � � � � � ���� � � �� �� �` � �� P � P � 9 9 GENERAL REQUIREMENTS: �., � � �� � $ �� � PROViDE A MINIMUM ripped to match the width of the wa� l or beam flange. Nailer plates supporting tap flange � � � � � �� � � � OF ONE KlNG STUD , ��� �° � �`��� hangers from one side only shall be instal { ed flush with the face o# wall or beam flange ut p , Structural erectian and bracing : The structural drawings i{ lustrate the completed structure r- o ,. , � � �� « � ,��- , 4R AS SPECI �IED ON the hanger lacations. with al1 elements in their final pasitions, properly supparted and braced . The contractor, in ' ° - PLAN ,�� �� ��� � m . Manufactured joists shall be from an approved manufactursr and shafl ba equivalent in la�d the praper sequence, shall prouide shoring and bracing as may be required during canstruction r � r � carrying capacity and deflection criteria to BCl 600t� series joists in the depths and spacings • • � ° p-� --�-- POSTS SP to ach � eve the finai completeci structure. Contact structural engineer for consultation ( not in indicated on pian . Provide b0acking , bracing, web stiffeners and other accessories as required GQntract} as required . ��� ; � iNC�ICATE TRIMMERS {�NLY AND by the rnanufacturer. OSB rirrrs shall be APA Perfarrnance Rated Rim Board material . D4 NOT INCLUDE KIN � STUDS n . �aminated veneer lumber {LVL� shal ! Ftave the following minimum praperties. � • �� �p drawings: Submit shop and erection drawings for structural steei , miscelianeous st�el , 1 . Flexura ! stress - - - - - - - - - - - - - - - - - - - - - - - - - - - 26pp psi steel joists and girders, stee( deck, masonry reinforcing steel , wood trusses, manufaetured � 2. Madulus af elasticit - - - - - - - - - - - - - - - - - � , gpp, ppp S� wood jois#s and glue- ! am beams to engineer for review prior to fabrication . This review is for 2 TYPICAI� P �UMBING MECHANICA� HEADER °° - , si 1 TYPICAL WINDOW Dt� (�R HEAC7ER SCALE : 3 �-" = 1 ' - C�" �' T � ^ T � � �' generai compliance w� th the mtent of the structural design . The arehitect andfor contractor f SCA �E : 3 4 - 1 - � � 3. Tension paralle! to grain - - - - - - - - - - - - - - - - - - - - - 1850 psi are responsible for checking quantities, dimensions and coordination with other trades. S1 �� � � � � 1306 - 12 __ _ �:.� : .__.__ . � g g � _ �3��z� � 23' - 23/4" 6 13' - 0��" 5 17' - 4�q.» 4 18, _ 5y2„ � 5' - 0» 2 10' - 2��4" � �;�� �.. ui,���.,,9� . .,,,: � r � �� „ ,�q�aas,P f � �� 63.��� � �.��� , ���"' ���" ���� , > >, ti � �� Q �$ 97 - 9 � � '�� " �; ? . �°�e �� ���"Td�r !/ ����� . 31 '- 6 " 14' - 6y2" 17' - 13��» � 4' - 5y�" 7� _ g y 12' - 5�4„ I i i I i � T. o. W. I = sLOPES I l ( I I I 1T. O. W. = 8320' - 7Y2 � T. O. L. �= SLaPES T. O. �, = 8317' - 6 N T' 0' F' = 8315 - 0 � � 11105/2013 ,� » T. O. F. = 8309' - 10Y4 � 7 � ,� 2 /4 G��yG • � � �' S P __._ DWL. PATIfl CONC. WALLS TO � R- � � � �2� � "��p . T. . F. ---- BASEMEN7 WA�LS W/ �5 DWLS. x �' � � ...^�a'.:? * a< g.r •� �, , r• r p �csa•-<a:. � ta . � ,� � {. . x�z af <- Me�. � fa.� a;?F . c - y.< a '- u ',w,.� '. 'f: c�4f { 4• �``� A p\�-�� �� 1i st fr •{(� � � � , . r . �=� f. :�: . . . �a . ��:. . .� . .f. ( ; � �: �=�ii�: .� :r� � .��,� : �:. :� ; :, ;� : n r I I 24 qRIVEN WTO � �x4 HOLES) � I a, � " Y. : s . .w at2�. . .ti a . .}+ v a ..ta• �. e a. � ;�. , �.a•. , a.. . ,�. � , .�,.� �2 � � � E --- _ � _ _ ^ _ � - - � - - - Q - - - - � ,-_ o„ � - - - - � ( -�-..-c�--r2"-o. �, �-- - - � - - - - a � -� � � ��; — — �-� s � —� —� � � z � ,-.� � � S6 " rt- ;� �� „ t° I I T. O. W. - 8319 ' - 9 rtn � p r°� � 8 3 2 0' - 6 8 3 2 0' - 6 �' 1 2 '� I ( � I I , � rn •_.. � ', ( � : � m _ I �`. „ 8320'- 3/' T. O. F. = 8315 - t� � ....- � :� T. O. W. = 8321 '- 6 T. O. S L A B T, Q. S L A B 2„ �r � �. S 6 `- �' � T. O. SL B I �t- Z �' _ ¢ � � � T. 4. L. = 8320' - 1 : � ^ .� � � ^ i <t ° c� � :a � � N � � gM . � � I �. �— '� r� s I T. O. F. = 8317`- 2 � � STEP � _ � � ,R ( PKT. „— I I � � • � I � I ^ � T. O. F. �z } `— .._ � � — — — — � S7 � 1 I � � � �— .— .;, � � - - - � � . _ � _ � _. __ _ ._ - - - - - - w- - - � - - - - - - I _ T. Q. W. - 8317' - f V. I , F. - - - - - Z � � . a • - :� :• ic� � T. Q. F. 8315'- 0 - � � ,� , � � � . � 1 T. O. W. = 8320'- 7Y2 , -��--�- B U � � � :�' 2 * � — .-- � _ , T. C1. W. = 8320 - 93/4 I .- � � � I T. O. F. - 8309 - 10Y4 _ , _ I I � I `� � � a.� T. �. W. = 832Q' - 6 � t � � � I T. O. F. - 8309 10Y ( �� .� � o T. a. W. = 8320 - 1 � I � ( I I I �a `' T. O. L. = 8320'- 1 `� ' ' � a , ( I � , _ � » � � � T. �}. F. = 8317' - 2 : _� I � ( � -I T. O . F. = 8309 - 10Y4 1 T. O. W. � 8320 � 7Y2 I � � I � I I ( T. O. W. = 8319 ' - 9 � � � -' � - � 1 ' - 11 �2„ 2 „ S'� `,�. T. O. F. 8309 10Y4 8„ � g T. O. F. = 8309 ' - 10Ya. � � � � > i;,; � ( � 10 � I � S7 � „ = ,�- �.___.__ I --! 4 � , ° p°° � , �� f � I � T. O. W. = 8 19' - 9 "� � �• � " I S4 , 3 „ ~ � � „ , i � EDGE OF SLAB , � � :� 16 - 8 /�. � , 54 16 - S �l'4 � I � 8310 - 5Y t , i, T. U. �. = 8 15 - 6 �, � . ��;v -� T. O. W. = 8320 - 7Y2 ( } 3 14 ° ��2 � �' - 0" I � I � ( ;_ � ,_ . A - I � T. O. SLAB w 1 - - � ° _� " ,�_,,,�.�~--�'�"�' 2� � T. Q. L. = 8320' - 1 ( � °' S6 � °'�`� i � ( �*� � 2 /�g = 2„ ' T. C}. F. = 8309' - 10Y4 � o : ( > » ( STEP � � I I � � , ^�� I g � 3 - 6 � � � T. O. F. r' , �. � ��� � � � � Sg � f � F ` �a- S6 w.� .� ° � '.; � � 8320` - 6 7 � 832t�' - 6 ,� S1 ( � � � EDGE 4F SLAB � BM . � Sf�OP �`" � � � � � ; . ; � � 8 17 ' - 6 " ""'� � � � � T. O, SLAB 8 � , FKl'. 4 �;� SLAB � � � ,. . 0. S�.A _ _ _..� a � T. Q. SC.AB � S6 � � � s � � - - - - - - - - - - � ._ � __ _.. _ _ �2 � ^ _ — -� � __ - __ ___ �' �' - __ _ __ _ � � �. . � .._....... ____ ____.. .�'_"ti ('� '(' ('''(^y'7' ��( nI /'��j E v � .�..,.-k , � , �� �..;.--�-.-�` — — � � .r,r � � t} ���iY i 1!� 1 1- lI l � . YYML� �l./{l '�' ,¢ � ��. ��� �� ., � � , ,G � t f q � � � _ _. ____ -- I ( � M . � w�� ��� ; .� ' d- :%� CRAWL5PACE ACCESS 4 - 0 � � BM . I �. `" ,� ~ T. O. W. 8318' - 2 � ' `" � ° PKT. �r � PKT. � `�.-- T. O. L. = SLOPED r� (�j � � �. � � � MAX. C?PNG. ) PER �RCH . � I ? T. O. W. = 832{7' 18Yz s�-''� 1 � � ; ; T. O. F. = 8309 ' - 1 � . � `'�°" � �. ___...._ _____ w _ � o I � F � ` � /(-, �'y ! ,� R � /� I � r , .- x: � . L�r� VC G �- IYI � IY . li��`+� �i. � � � E I � � � ` _- -__ —__ �ff _ ___ _ ._---�- -� - � -- -- -- —_-- __ __ � ______�_ __ __ ___�� __ .-- — � _----�-- -_ � _---__- -- __ __ - ---_ __ _ ___ , �. a. F. =_ ��o� � oY___ _ + __.----- s7 � � -- _ -- - - --_ _ tw___._._..�u . ..i . \ __�_ R—__ ___ .�.�_ _____.._.. .___ __.. � '_ . ___ �_� __ _ _. _,__________._ _.� _ __ » --. t ,. , �-� r-�- (� �� -�T�.,� - ._,�,/.-- - - - - - - 'cO r . a . -- - — - __ . __ � _ _ _ _ _ , _ _ _ v_ . _ _ _ _ � �..i a i � -�- �" --�__ _ R I r � � � � I _°___ ._._ �... �;� : a ,,,�,"'�.f' � -. , . � . w � � T. o. w. �_ � �� �' - � � f � � ��; � � � T. o. w. = a�2o' - � oY� � � � �-�- -!__ —� � C } # ' � � ' `: sT�P � � '�. EP4XY 3 - 5 DW�S x � I � ; ��, f cv � j T. O . F. - 8317 - 2 � , 3 „ r 7 STEP � f� : { x ; � 4 - 9 ���, � 2' - 0 IN �/¢» s�x6 " HOLES i I � � . �: T. O. F. `° �� '�'"� aa � _ g f'� T. C}. W. = 8319 - 1Q T. Q. F. �,_: T. O. F. = 8309 - 1t}�4 � i � , T. tJ, F. - 8317' - 2 S6 �� , � °� __ _ ___ _ _��� ' � � � ____ � _ _ _� __ _ ____ f � � ' � � � � � � �' � � � � � � � � � e _ - i:: - _ � � _ �___ A _ _ _�._ � � � ______ � _ _- -- - � � - -�_� -- ._ _�.� _ _.s. ___ ___ � __ _` # �„ _ � V _ _.___A ..__ c�r _____ � 1 � . , f . . u�Y:�"�.. M.�Yn�'y�' (j;C;� i.:: ^'4'nY� 4.{ �� � � � � � z � w1 . tiwl.wv S tsxs�oadb � ` r � � � ( ., � � — 6 °r��. ir� .� � i� I T. O, W. _ $320' - 6 x .,_ � ..._. � i ; � �� 5 �,� � ;,� , „ �r i� T. t}. L. = 8320 - 1 � � ' ' � I j S6 � ` �- � � � „ » , ,> , ,� : � 5 CONCRETE SLAB ON 4 CLEAN r � 6 - 0 � � 7 - 5Y� ' 1C} - 8 � :t � � � � T. O. W. 8320 - 10Yz 1 � , �, �: � `�' T. O. F`. = 8317' - 2 � I T, O. F. � 8309 ' - 10Ya. 4 j GRAVEL BASE QN UNDISTURBED GRADE , , � � �° �� � � QR COMPA�TED STRUCTURAL flLl� PER �' � t > , � l I I � 8320 f- 9 91 � � � SOILS ENGINEER . REINFORCE SLAB � I ; � ; : , ;�� � � � � T, O. LAB �� W( TH 6x6 - W1 . 4xW1 , 4 �NEL.DED WIRE � I � i � � � � �- [ � » 3 � � 3 C`J f � '' �$ � � � � � ( � FABRIC THROUGN �UT. PROVIDE 1Y4 ` I i � .- � . ���� i� � 1 ' - C?» 6 „ � � TOCaLEQ C�NTR4L JOINTS AT 10' - 0" F g I � ; �; ., o `- � � � 8�� I MAX( MUM SPACING EACH WAY. I� � �I �g , � � ,, � �`� I � ° � �* T. O. . = 831 Q - 5Y� ' T. O. W. = 8314' - 3 � `� � r-■-� � i T. O. W. - 8321 ' _ g S�OPE � E � 4 I �• I T. Q. L. = SLOPEG} ,, c- -• � � ( T. O. = 8310' - 0 � ` �': _„_._.I i • r�! T. O. �. = 83C}9 ' - 10Y4 S�AB T. d . F. = 8306 ' - 0 � = = :� `�' • i � � � � f {}'$" fFT. ! ; S6 � ! -�-- � T. O. F. = 8308 - 8 � 3 ; ;; STEP 8311 - 6 1 � � i � � � � � o I � � � �1� � � i � T. O. F. T. O . SLA ; r`�. I �.i,;i; .:U�-,iW;.�;w,a., n�}°crrrik;a 'n`i"" � ��_ �� � � � � � : 2 � � f1 4 , _ � � �. ! �___—__� __ `... .� T .� � �. ..� � .____ - � ' F �a t . v :,�;-;�•, w•. `�, . �� _ ._ _ �_.___—__ � � � _ _ _' � ._..____ _ ._. ' _ _ _ _ � _ _ ____�.� _� ' M1 - . ��L ___ �__ _._..._._. . .�. � .,W._.._..�. ' �� � ; 5' - 11 �*" � :r: � BM . 5 � € �� . s � {< ��< ; � � ' N � RTF-I ° �' 2 ; ; s PKT. 5�, t � I �.�_. _s.. i m �, r� � '� � _ � �: : i � � �< � � o `c ( ;� ;���; 1,,,� (� � /� [� ' � �-" I T. O. W. = 8319 ' - 7�/� � E � C ! � " -�-... � ,.... � � � ,� ,��� ' F I�� r--zl � � � �� L..� � � � � �� � � I""� 1 � SCA �.. � : 1 4 � s � ,) � � � � : E 23f4>, T. C7. �L�. = 83117 - 0 �& �� : T. O. L. = 8314 - 3 `� � � 8310' - 5Y � ....�6.�. ... �� �; ' j , �� . , �� , � , : � _ �'° � � T. 0 - ' � T. 4. SLAB I I S� � ;��.< � T. O. F. 8309 ' 10Y �� : . �. 83Q9 - 10Y�. '�i . ,, >�;� (� PL.AN Nt� TES � 4 � �= � I � ( I ' � ..�., _ , •: � Y �?: c � fn �. T. 0. W. = 833 2 _ 0 � 4 � v� 1 . EL�VA1'IQNS flF C�7NCRETE FDUNDATIC?N ELEMENTS 1NDICATED ON F �AN THUS; 8 ;�� : ' _ - T. C}. W. - TCIP 4F C NCRETE WALL T. O. F. = TOP OF ONCRETE F40T1N � , � � S7 I ' T. O. F. = 8306 - 0 � � � �- � � S5 �; ` � ,. T. O. W. = 8315 - 3 � � � � � 2 . T(JP CJF FQC7TING �LEVAT1t�NS ARE BASED aN FINDING ADE�UATE SQIL BEaRING ! � T. O. �. = 8314'- 3 56 � T. U . W. = 8310� — ',�3/4 �? � � � �� ' � ' ' r` ' ( � � � ° � ��E� "w CONG9Tf �NS AT THAT DEPTH . GONTACT ENG( NEER , 1F OVEREXCAVA7I � N iS REQUIREQ . , » ; : T. �. F. = 83fl9 - 1 aYa � T. Q . �. = 83Q9 - 10Y�. -�, � I E I 1 0 ��� . 4" I 1 ( ;-- T. Q. F. � 8306 ' - 0 i I I i 3. STEPS 1 �1 TC}P �FE CC?NCRETE WALL INDIGATEfl : ; � - r�N : „ T. �. W. = 8312 ' - 9 � � ( 8310' - 3 �,_ I � °' � s `j � �:�` � � T. Q . L. = 8311 ' - 6 � � 2y2„ T. O. SLAB �t'' � i� 4. CONTINUQUS CON RETE F40TINGS ARE CENTERED ENEAT�-I COt� CRETE F'QUN [7ATION i�. � ° T. O. F. = 830$' - 8 � � W A L L S U N L E S S N t�T E D Q T H E R W I S E. � S T E P �> ; S�O P E _ � 'a"'� T. O. F�„ : � , � � �§ SLAB 5 . CC7NCRETE FQLIND �ATION WALL� ARE 8" THiCK AND I C4NTINUOUS FOOTINGS ARE 8" ( . . : � � ____ ____ ____ ..�. � ( I (Y�. /FT. ) I � THIGK �--�I�� -�NL-��-�#fl�'E£9- C7�H �R-}Ni��:-- { � �. e � � - . - - - -- - - - - - � . . �. .- . . -... - , . � , N. . , . . ..�. .� . .-d � - - - - - - - � _.. . . _ � _ . _ __ ---_ � � _ � tr � � � �� � T � L �lW�i;.`.�.. . ��a.. .,i?"�•$.:z^&i.i=�»'':: {'3t ::"a.�`:`�.s`� ` i2ani";£ `4z aed.°t:� �'d:., xr .2`m :�;,a*- Y.:ua ;�.,yo,.ez�£'�:...s. . ;,M 6 . AL� �PENINGS A d STEPS IN CONCRETE WA�C�S S AL�. BE VERIFIED WITM ARCMITECT � � . ; T. �. W. = 8310' - 5Y�. j � � � AND CONTRAC7Q . � , 13 �. � _ , T. O. L. = 8309 ' - 10Ya i� � � ¢ � T. Q. W. 8 3 1 2 - 9 7. O. F. = 8 3 06 ' - 0 . c� � T. O. W. = 8 3 1 4� - 6 S6 '� T. 4. L. = 8310' - 0 F �u = '� 7 . PO�TS FRQM ABO E ARE 1NDICATED : 1�1 ( : T. O. F. = 8308 - 8 �;� � `� ~� � �1M 0 � STEEL CC?LUMNS FROM ABOVE ARE INDICATED : [� �.� :� � �= T. O. F. = 8306 ' - 0 - � ,� designed by �' I I I ; t, � STEP LEDGE �� � � —. — � T. �F. I � $ � � 0 � � h drawn by JMQ � CLR I �. Dfl NOT SCALE Di� AWINGS . I I I � ��.EV. ;; I � � checked by TDN z �t .� . ;x:. : ��. r. .�. �,. r. z. .: ; .a.. • • r . , — — M 2, _ n�� �`� � — — — — — — — — — CO � � ��u �d � 7�8�, 1 , _ ��f4„ T � � ^ � ._ � � � - - - � � .` .� _ - � .�.� � - - — - - - - � _ � _ - _. H :_¢ � .- � �.� _ g�/4y� ss PERMIT 07 f Q9 f 13 � ; . � ��g„ I g' - 6 " � 18' - 6 " 3, _ g�/�°° � 1 �4„ a $,� ' I I � 1 CD 07_f'�2C�13 � I I I � REVISED 09 /26 /13 9' - 8�/4" 23, _ 3�q,,, 5' - 11 �2" 6 '- 10��" 17' - 4,yq." 19 ' - 1 �2" 15' - 5�4" REViSED � o fo �- �� 3 � �� ��,� REVISED 1 a f 15 f 13 �� � '� $ �� ���� A51 #6 11 f� 5 j13 s �' - s ,y � � � � ������ �. � �� �`���k��� ��� ��� ����. � ��a° e'i � � � �` STONE VENEER ANGLE SUPPORT � ¢ �t �� � SPREAD FOOTING S � HEDULE BEARING PLATE SCHEDULE '�' Q - NEfGHT C?F ANGLE EXPANSION `° r NQTE5: �� ��� �� e�.� TYPE SiZE REINFQRCING TYPE SIZE PLATE VENEER SIZE ,qNCHORS 1 . THIS SCHEDULE IS FOR NON - BA� TERED STQNE ��P � � ° r � s : � 5 �, r, � _ — y � A 2 - 0 x 2 - Q x 1 - 4 ( 3} - #5 s x 1 - 6 EA . WAY VENEER bVITH A MAXIMUM THICKNESS OF 6" . 0 r� x4Y� x0 10 C�I UP TO 8' 4x4xY4 5/$" q, x �." � �4" CONTACT ENGINEER FQR OTHER CONDITIt�NS. � ����� B 2' - fi x 2�- 6 x 1 ' - 0 { 3) - �5's x 2' - 0 EA. WAY 2 5 �� t, , , , „ » „ 2. LOCATE ONE EXPANSION ANCHOR AT 6 " FROM ��' ��°�°°° ❑ /� x8 x0 - 8 �� 8 TO 14 4x4xYa ��s � x � � 1 � 4" ENDS OF ANGLES AND MIN . 2 ANCHORS PER SEGMENT. G 3'- 0 x 3' - 0 x 1 ' - 0 { 4) - �5's x 2' - 6 EA. WAY 3 5 " ,� $ � , ' 3/4"� x 4" C� 24" � 3. ANGLES MUST BE ORIENTED AS SHOWN . ❑ � x1 Q x0 - 10 • 0 • 14 TO 20 4x4x�6 a 3' - 6 x 3'- 6 x 1 ' - 0 ( 4}- �5's x 3' - 0 EA. WAY � „ , . . 20' T� 26' 4x4x�/� %a." � x 4" C� 16 " � E 4'- 0 x 4'- Q x 1 ' - Q (5) - #5' s x 3' - 6 EA. WAY � l4 x4Y2x0 - 1oY2 F PLAN QIMS x 1 ' - 6 #�' s @r 12" �. C. EA. WAY J � B � 1306 - 12 8 7 6 5 4 3 2 .,,,,� . - �.,t� �'�r. �t�� .���9�gY�d.� P����g-� SJ a � � �f 1b /;•�' G..�,,1� �q,� � � S J' � ib�� � � � . ! � CA �}j(��:' ,' . � �' P i��r . . d$d ' : I I �� � I I I � �� �o����►�.«►�'° ��'� . 1 I ��SJ�"����. � .� - - - - - - - - - - - - - - A _ 3 _ � _ _ _ _ _ _ _ — _� — _I - - _ _ I � � � � 4' NOM. CQNC. 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PLYWD . � .--___.__...._ __ _..._�_.,_ . _t__m,.�_.. ; � ` T. O. PLYWI� . � Ij � .`r:� 4 B I 9 {� � 24 �. �. C}R X f �y......_..............._.. � .._. _._ _ _ .�_ , � � � # ; � it ,° i ; _. _ . . _ � �y � � 14" B�I 600� CJ 16�' U. C. j ,� ;\ .�� : ,F �? , ; ; , _--,��-,� i t i ; �°- ._,� �zu""'�w��'��.,,�. ° � � � f .� —�- � 1 � ; , Q TYF' . t ( � : �.- �A} T`t'P . g� : � � ..._.._._...,.._.,. :�.! �..tt.l.::....... `'�--`�` �- �- �,,��� � � � � € ' ;; ;; t ; ;, j � � t ( � � � � . .. �, � ._ .� � � � � � � 1 , . � � a = .._.. � � �,.. �� � � i � � " � ` ` ` ` 1 �/4x14 LVL � ; � I � � � ` � , STRUCfiURA� : 1 �/�.x14 LVL' s C� 24" C7, C. ,. � TYP •- {�B TYP, ° � ! . `.`. �.. -�� .,.,,� ; � �(�} Q � � ��/ .L � ���r,.....t.......� `,.�""�r• 1�.....,�. .,.:'.`.�.1.::................... . .;........_. ........... � W � SUB - FASCIA, TYP . i ( - JOIST PER P�AN '' ,-• , �,..,,�..°.`,;;`'-m�" ; � � j ; .�,,�..,� .. � RIPPED �iOiSTS ; � JOiSTS PER P �Af�! � ER PL.AN „ { D' lNV. `� {?D { NV. '�..r .µ � i � � R lNV. i ;`'����`'� ' I � �� 14 BC{ LOOKC�UTS C � � . E W � 12x16 �� € : G R.� V. �"` ' � � � � '} ' �� � " � r 2 � _._ ;.e�: �;.� wrli�i � nw F e. e°:°: : ........... ... ........ ..... ............... ..............�.....�...........�.^ .. ........ ........................... ...» .� `.j_._.�� .� �. �._�__.._._._ � � � � �.. .._. -�--. _. � � _ � L DGERLO - , �--- � � LVL s PER PLAN � ) , 24 �}. C. , TYP . 2) — � �1a�x14 LVL ,� 6 : ,� . .�......... � �... ... ... . ... � � SCREWS @ 8 O. C. � + '�I'� � � ` � 1 ` ,� ; �o� ,��,+ : � � I � i _.w,,. __.. .w__. �,,,__. ._..___. �,.. .. _. ' �c�us�.� �aisTS c� cc�� ►v �� s � � � 2x6 STUDS @ 16 Wj i �` �+� : � f � � � .. .. .. . -- -.. . .. Wj OVERHANGS OR EAVES � s �t �`2 PLYWD . QR C}SB .Z.`'' �� { i � � ` GREATER TNAN 2' TYP . I �.V ; , � � � � SCALE•. 3l¢" - 1 , _ 0„ SHEATHING ; �ca : c� € € � , � �� • S5 : � � ..�.,� .............. — � ,,._ � � i .._,_,.._�...��......_.:���...__ ._ � � . � "� ....�ti...� - -- • �..�.w.ra,......��.._.�^.....,�....,w�....-��`�..,. ,rti . ...-^.,.. { ( : ' - "�...�.�....a`a.....� ..�-",,-•.�,....� - � .., ( � I � � ��� � � � � � I �— 1 I I � � � scALE: �r4„ ' � � — c��� � ; � s5 �� � s5 � �,�� � j— i — �aisT ��� c. � Tw� . i I ��`�� ��i L�QKOUTS C� BRG. , TYP . EQ . EQ, SIMPSON �STA15 STRAP � i � : � � � EA. PAlR lJF ftAFTERS Wf � � 1 ' I 1 I ` ( � 2) — � od X � Y��, N �;� �s I � ; : -- CCJNT. BEVELLED BRG . �. � I � I I � �*�+, ._._._._.---_d .. _., ._:..___...___ ._. _._.___.._.... _._.._.._...m_.._._._._.__..,_..._._______... .. ___._...__....._...._.� __.________._.._,_.,__...__,�.. _...__..__.________ _._______.____ ; k�..�{ ON BM , ( DQ N4T Nt3TCH I - JOIST BL.KG. PANE�S BTWN . RAFTER' ' � � , � . � ii � ` iii � ' C� BRG. �� , ,, BQT. OF i - JOISTS) � i �� _ _�_ �� � ri � �g TYP . �B} TYP . i i � 1 °-�°` °°'� �'-"`_,``,-`'°,._ � ; r,�� � �=� N C� R TH � � ���� �- Lv� ' =�=== {� �rYp . � - t� � V � � � t� 1``'� �� � �� �� � � � � S C A L E : 1 4 3, ' � , � � ,r �- ` tl l� �1 � _'^�-. s�r�uc�r� aa� � �� �, � �, �.' �-� PLAf� N �? TES � SUB - FASCIA , TYP , BM . PER PLAN i h---� ; % '� 1 . INTERIOR WQOD STUD BEARING WALLS ARE 1Nf� ICATED 4N PLAN THUS: ?,:�;=:�v;;�f�< 1 �1�x14 LVL L�OKt}UTS ' NEADER PER P�AN � t� 24" 0. �. , TYP . 2. POSTS BE�UW ARE lNDICATED ; � ; SINGLE STllD TRIMMERS THAT D� NOT REQUIRE BLC}CK ( NG BEL.OW ARE INDICATEQ : O 2x6 STUDS C� 16 '" W/ _ ' y�" ��yytrp, pR p�g � ! - JQIST RA�TERS RIDGE BM , PER PLAN 3. ALL POSTS ARE L.ABEI�ED �T THE TOP . SHEATHING PER P�AN { ALL EXPOSED TIMBERS TO BE S4S} deslgned by � MC) 4, R�OF SNEATHING IS �la" APA RATED SHEATHING, EXP . 1 , SPAN RATING 4af20. �j �-� w� � y �1M0 f CLR 2 SCALE: s/4„ - 1 ' _ 0„ 5 „ (� °, lNDfCATES CONNECTION TYPE - REF'. S1 FC?R SCHEDULE. Ch �Cked k7 �t TC} N � SGALE: 3/a�" = 1 ' - p» S5 �� 6. ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (QROPPED ) . � � � ��► �� ��. _� ����� �. AU. ROOF RAFTERS ARE 14" Bq 8Up0 O 24" O.C., TYPIC�tL„ UNI.ESS N4TED OTHERWISE. ' ��"° ��F p _ _ ���� ���� ���� PERMIT 07 f 09 f 13 � �"'� 8. ��Ti;� INDfCATES ROQF �VERFRAME. QVERFRAME WiTH RAFTERS TQ MATCH SPACING OF `� ���`�� ���� " CD {� 7 2 � M ( RRtJR AT SIM . ROOF BE�OW WITH 2x4 CRIPPLE POSTS TO RAFTER QR TRUSS BE�OW SPACED 48" O. C. ������ = �� �� ��� �� ' ��' � �� � I - JOIST BLKG. BTWN . RAFTERS C� BRG. , TYP . MAX ALQNG EACH OVERFRAME MEMBER. ��a ` Po� ,�� � � *�'�'t �� ���� REVISED 09 /26 f 13 SEE PLAN y___..�---- " --._ �� �h� `�_�� „� -� T. a. BEAM 3 .-----' � ��� ����� R E V I S E D 1 0 ,f� 4 /1 3 1 1�x 1 4 L V L S T R U C T U R A LR E V I S E D 1 O �1 � 1 3 SUB - FASCIA, SEE PLAN A TYP . R*'""�� � �� STEEL BEAM 2 - 10d NAILS C�D EA. RAFT�R I - JQISTS PER PL.AN �� `K= �~° A S ) #� 1 1 i� 5 �� 3 ( v � � PER P �AN ( ONE 1N EA. F�ANGE, TYP . ; ( CONT. BEVE�LED BRG. �' � DQ NOT NOTCH I - JOISTS) c�� R. Y2„ xe � . v+� �� � � � { xo'- 8 W/ ( 2� — %4" � I I „ sheet THRU - BO�TS. (1 } - EA. I I STL. BM . HEADER & 2x6 STUDS C� 16 SIQE OF WEB. � HSS COL. PER P �AN �ARGER OVERHANG C� SIM . W/ Y2" PLYWQ . OR I G OSB SHEATHING � {BM . t� SIM . } � � � SCA�E: 31�.�, = 1 ' _ 0„ � SGALE: 314" = 1 ' - p" S5 S5 JOB �� 3C� 6 - 12 0 2'- 0 #4 DWLS. x 1 � ,� „ , „ SLAB PER PLAN �� ��� C� 16 °' O. C. �`' Yz �x10 A. B . s C� 48 Q. C. IN �,!�`� �a: ;i�j^ , CONT. TREATED 2x4 R TYP . ��i' � ' - COL. PER PLAN `� . �"��4�°'��' R r<< �;�$ ���� f��'� , ( 1 ) — #4 CONT. C4NG. SLAB PER PLAN ON ;���°�'�^ ,�+� � 2" RIGID C�NT. TREATED R � � � .� , WATERPROOF MEMBRANE { BY OTHERS) � NSULATION GLUE TO CONCRETE � �'�� " � � - 832Q'- 6 T. �. S�AB SLOPE _ P �R ARCH . �°��g � �� � t�,�• �a,,�r,e�o'�'�� . 1 831 Q' — SY�. ��Sl� t����' `� 8320' - 1 Yz„ �x10" A. B . ' s C� 48" Q. C. � 8319 ' - 10 �, � � . . � T. a. PLYWD . s a : . . � � .. � . � tl � T. O. S�AB iN CONT. TREATED 2x6 R , , 2x BLKG. C� _ ; x T. O, W, �i �!����f� � �� � � 4 . � ; 8312 — 9 �� `` \f\ 1 � � BRG. , TYP. q _ a . _ � 1t05f20 � 3 V� \ STaNE VENEER T. O. W. �!��� . �I ,— � if f i/ � d . � � �, . ' �� �` `� \� ° � \'� \z \ `� 4 r / f l r f PER ARCH . i ( 2x6 WA�� PER P�AU ��,,����,���`� _'.. ..'.�'. ' ° �".�. i r irf� :— r, � �VL JQISTS PER PLAN f `/ �r � � � ( 1 }— #4 CONT. HQRIZ. C� TOP E .. . d „ �" ROOTfNG� SCHED. `;�� p � v� � � � '� , - � ° �r,,• Q' r*� �— 5 VERT. C� 16" O. C. 16d DRIVE PINS t� 16 O, C. { 1 ) — #5 CONT. HORIZ. Qr MiD — HT. EQ, EQ. --' � f o, � f ° # PROVIDE WATERPROOF MEMBRANE F4R REINF. c.� . �. � �__ ,s { IF HEATED SLAB , GLUE h' r (j � ¢ rn 5 CQNT. HORIZ. C� � 6 U. C. a � BY OTHERS rn -• '� t „ „ # TO CONCRETE Q "�' � �.' 2 6 ) � SCHED . WIDTH — Z,7 .-,o "� g � CONC. SLAS PER P�AN � TREATED �' DRIVE— PfNNED TO L � ° rn 5" eONC. SLAB PER PLAN � „ „ (n rn��--� CONT. L PER SGHEDU �E `� , != 831Q'- 5Y4 #5 D �WLS x I —� `� � 4 LEDGER PER P �AN CRAWLSPACE 4 „ ' „ ~ �' � 8310 — 5Y4 2 RIGID INSlJLATION � SCALE: �/4 = 1 - 0 Z SEE SHEET S2 "' a � . � _ C� 48 (J. C. � c z <t , d T. O. SLAB PER ARCH . � ° . � T. O, SLAS �„ S6 , ,� Q •� o_ � a 3 — t} I— cu ,� � ' � � . , ,° � � . � ,��.. � � , � � a —�..r�� -J tu #5 DWLS x ° � � ' ° �' ° , .�•`� o * � { 2) — �5' s CQNT. 4's � 12" O. C. , , � � C� 48 O, C. � ,, .�,,� ,,� f,, o , . 8317 — 2 HORIZ. TOP 8c BOT. EA. DIRECTIqN �.--..__ _... _.__.---.l.__ _ . ,......w . � � , ; -„ „ „ ,— ., � ``i'�if�if�r:� 2" RIGID INSULATION PER ARCH . s %�.f���',•�` T. O. F. � � � NQSING � � � , �,�`� �� � 2 — 5 s CQNT. �f�t � �n � � �/ { � # 3 CONT. IN EA. . U �,,� o0 . � �� ° `����'• ( 2}— #5' s Ct?NT. HORIZ. TOP 8c BOT �%. � � � STAIR RISE AND A� � `t °� 83�8' - 8 HORIZ, TOP 8c BOT. EQ. EQ. � ,� "' � T. O. F. � ° � � �.,,� 4" 8„ 4>, � RUN PER ARCH . o PERIMETER DRAIN - � #5 DWL. ' s C� 18" Q. C. wj � � � � `� �.�, � � � }_ �`„ PER SOILS ENGINEER 1 ' - 4„ i� c� q. „ � c5�.. � SIMPSON SET EPI�XY INTO � � �, y2 �'�� � ° �1�."u�x5" HC7LES � � � > PERIMETER DRAIN �„ $„ 4„ � i� � S� SCALE: 3�4" = � , _ 0" '° � � � � PER SQIL.S ENGINEER � 10 SCALE: �l4„ = 1 , _ 0„ ; � � � _. �....� — ( 2) — �4 CtJNT, �� �'w,,. � , _ �-» i , � � �� � z. c� � o�r. �� -� �J�J ` �::�°'.•�.`� ' STCINE VENEER PER ARCH . � � , s, a � : � � "� � 1 4 FORM VqfD � REIN �'C?RCE PER 2 jS7 ,i , „ � , { 3) - 1 j�.x9Y2 LVL � � � : � 13 SCALE: 31�. = 1 - 0 � � ; � ; 1 �; �. °} CAP �; Yzx9x0' -- 9 w/ `� ,, ?�1 �� f I � j t I � . L6x4xY4 w/ 3f4,� � ( �) � �f „ 9x3" H . A . S. � r'� I — JC71ST � �KG. PANELS � BASE R: �!s" x10" x0'- 10 E � COL. PER PLAN � I t ` � } ; THRU — BOLTS C�3 16 " Q . C. r-� w/ ( �-) —Y2 � x � I i � ....._� � 24" IN FIRST JOIST i ! � - � . NSS 3x3x�/� EP �XY ANCH . ' s ON fi " I I , � �� r� tr C CHANNEL PER ARCH . °� ° �X� s �rc� � s c� � � " fl. c. w/ Y�" sP �c� w/ { �} — �� � a� �s M � � . SHIM & 1 I . C � � ,, � � � � �� v .t .� . � � C°� � NT4 EA. PANE�, TYP . � ( � I� , � f t PLYWD . flR (�5�3 SNEATHING ' NON — SHRiNK GROUT � � > > � � � Yz„ �x10rt A. � . ' s C� 48" Q . C.--� ` l— 1Y�„ LTWT. CONC, , TYP . , . Bfi aE �,: y2„ x6Yzx0' - 9 w f 1 � `` � � IN CC3N �C�. 1"R �ATED 2x6 � ._�. _. z u . ' �i � 21 - 5�;, x5" EXP . AhfC�i . ' s ` 1 � ' _ _ —,-_. __-- ----.._ _�.. 3 tt� p � � �' 8,32{)' 9 �, __ __ — f� � �320' - 7Y f .-_... .._. ....... ._. .... ... .. .._..... ._...._ .� _.;w.. .._...�� , . : �,. I 3Y2" STEEL STUDS �' S" COh3C. �� --�,— �""�- =' T. CJ. PLYWD� ;� '�` ,�, �- ,� , ` � SLA� PER PLA - �, � , ����`� ,� �.��;,{����}�ti-�� � � � � 1 1 T. C} . W. � ~ � t � ��;>����,'� � � „` �y,iir� .�• i ( MEET CLEARA�ICE REQUIREMENTS 8310' - 5��. � � � � -,;�� �� �- �, ����� r � � � ` � ��.�r,��'i� %�`�/i,�' ( TO COMBUSTIBLES PEF2 ISOKERI��I } � ' T. t�. SLAB � . , � . �� , 1.�. ;.�/;,�,• , � ; � '; ;/ � � `�,'�.� : " 6..' � , �, a. � j , � , ' � �M�✓ � ... ....... ._.... .._.. .___ f..._. ...._ ... ` � hl _1 �. _ � ' � . i 830� -� � oY c� , ,� ,�� . I T. C7 . F. ° . � , � �� � � � � � . �.. ^�� e � � � 12" [$1 CC1N C. PI ER I o °� � � � 6Y " ' � `��'� `'�'�'� � f� � �' � 2 � .r���,�,�.r: ,�y ,�,� �r�'� ` � 11 �/s" I — JC?ISTS F' ER PI.A�! � � :-- � a ,, � ;r°�r��. ��/ ,l � �:��\,, i ���, � r �; d� �, '� '\Y��� ��%�.�f� r9 xi � � Z � - ° a.. � � f�i/ Zf����f� 4 4 � � ! ---- FIREP �ACE PER ARGH . �° ,�} � * e�4 �``�`��;;` y - ( 4} — #5 DWLS x � �3' s t� 12 "' EA . WAY , � _ � � �'" o � � � j SC?��S �ENG1 �ER{ N PER 1 - 9 8 4 L , „ „ ,� � � � I . 31 { „ :� �5 CC?NT. HC�RIZ. C� 16 " C1. C . � � � � CONT. L2Y2x2Y2X31s . ' , _ „ STONE NEARTN PER ARCH . � ' _ g „ � � AROUND CONCRETE ( 9 MAX. TNICKNESS} ,�r � � V T. � 6 . �5 DWLS x � ���j, . � 2 0 MAX, � �CALE: ��'4°, = 1 > _ 0„ � 4a ( 2 ) — �5' s CQNT. C� 12" tJ. C. (.v . ._ _. � ._ � � _ r r� „ — -�� S6 ,�t H £�RlZ, TOP & BOT. �: _ � �� � �U � ( 3„ GONC. SLAB ON s�s" x � � �5' s TRANSVERSE -------1 3 5" �flh� C. SLAB PER PLAN ° .,.,_ ._,! � .� 24 GA. STEEL FaRM DECK — — — — - ' ; — — — — — _' i .s � ° ° _' � ' 2x6 STUDS C� 16 " 4. C . Wf .. _...�..., ; 8320' - 6 (� �, �' Q � 6 " �. C4 A 831fl' -� SYa� � t— ,a,_. . � _._. _._ ` � � � _ � �. .� � _._.. . T 0 SLAB �d . ,; ,-. . _. � Y2f, PLYWD . C}R aS� i ? . . u T. Q. S�AB HSS �-X2X5f6 @1 2' - 8 O. C. � ` � � �v � � �n *� a � SEE SCHED . F4R REINF. ; SHEATNiNG � � ' y�„ �x1 Cl" A. S . ' s C� 48" O. C. IN „� 83U9 -- � fl�'4 � , , �' ;,� :� `�: � ;�. . : .r ..� ` . � � EQ. EQ. I�H { NC7LDDOWN BEYONU ) ,.` ,% _.. u_ .:� SIMPS4N s/$„ �x8" !��� } ; CONT. 7'REATED 2x4 �', TYF . � T. C?. F. _�_ `�� �`� i �, TITEN HD , TYP . i ? ; ON �. TOPPIN � PER PLAN C7N ���� r� _ � : 2 RIGED 1NSULATIUN PER ACN . � ,= i , � , ��� � ;.� I 8 C�NT. CMU B4ND BM . ,� ,. ; ; : � :�, � � {� F � .. Y` ;a > > �O O `�.. f' / � sr or r sr � I � I e � � <} ( 5) — �5 s CONT. NORIZ. w / ( 2) — �4 s GflNT. HORIZ. _ ° / � `�----_.. �, Y � x 10 A. B. s C�7 48 C�. C. ,� .. ., ; WATERPROCIF MEM � RANE BY OTHERS � � � � � _.._. ._._._.._. _.. _ �._.. _._. '' S£E SCNEa . .. � f� .. . ._....__.. ......._._.. 8 GMU CELLS TO BE FULLY 1N CONT. TREATED 2x6 �, i ' ? �, ss � GROUTED C� TUBE STL. � = GC}h� C , �LAB � ' 4 VERT. C�7 EVERY �`.` t ' . ; ! ,,__ � CQNNECTION ' � SLCIPE � � PERIMETER DRAIN PER ce � SCALE: s/�.,, = 1 ' _ 0„ � ( , 41 8320 — 6 � ; .- - ...- PER PLAN 5�71 �5 ENGiNEER � , _ 3» g„ � " ° -�' GROUTED CELL T. C3. W. �_. ., °- � � � .. �_....__....__.... .. _ .... .._._.,.._..... �.w ....,._...�....,..._. i� t..a �� �} j �� 8320' - 1 ,_! # � ° 4 � � 8320' - 1 , ,r Yq." FITTED WEB i i � r ? T. O. L. '�� .�/ �,! �;!'.� ,� ; � � T. C?. PL.YWC� . �r� � — � ��/'� 2x4 OR 2x6 y ANGLE PER � } � 12 � SCALE: s „ = 1 ' - 0" STUD BRG . WALL ST( FFENER EACH LVL JC}ISTS PER PLAN SCNED. , SEE S2 f/ � �,� „ � i �» ; �f � f4 . ,,,�'" SIQE OF WEB t� C(3L. ✓'`� � t ,� ( BEYOt� D ) STL. BM . PER F' LAN ( ALIGN UNDER STONE) #4' s VERT. x 2 ' - 0 ----�'� wf CONT. 2x NAILER PAS7 �.EDGE C� 16 " O . C . " CONT. TREATED � DRIVE— PINNED TO � GLUE TO CONCRETE TOP F�ANGE LVL JQfSTS PER PLAN ,,,�.� � �ALE: 3l�" = 1 , _ p„ P�YWD �QR USB� 'S�ATH1�G ��;} C2� — �5' s CC►�lT. GONG. SLAB PER PLAN S6 2x BLKG. t� BRG. , TYP . C� � 8310' — SYa. SEE PLAN PRt�VIDE WATERPRflC7� MEMBRANE F�—� HlJR1Z. TOP & BOT. q � � T. Q. SLAB T. O. BEAM BY C}TNERS Y2., �x1C1" A. B . ' s C� 48" O. C. IN � � ° �'�`� TREATED � DRIVE— PINNED Tfl L � Yz» ��w�, cor� e. , �Y� . S �a �. `�' � ��''� �� ��� �-- co�v �r. T� ���r�o 2X� � ^ � �� �� �. ��� 11 �,/8" I — JUISTS PER 1�LAN �`� . � � ., o sa � � � " ,� � � � �"�:� '� ���y a SLOPE SLAB �%�`if�`f�r�; � ° :.`%���ti,���'' ., C STEEL SEAM s ;������� �" '`� �'� �EQGER PER PLAN CI� AWLSPACE t� �;S1C� Cl �d � }� � MO � 8320 — 10Y2 —* ,� -� _. _....._ ___. ... .._._ } 3 ��,,�1,��,t� . �; . , � �% fr , �� .— PER P�AN � �,� �w ��,�:� �� �"� �"� .�, , s�2o — � 1�. !���,� ,,,�.,�� ' �� �� U � ��,� drawn by JMO� CLR T. O. W. � E �� f T. Q. PLYWD . ( 2} — #5's CONT. ,,��„ i� " ChBCk �d b TQH _ � � CAP R: Y2 xBM . WIDTH � TYPICAL INTERsI:�R� L�dGEry..,� SCALE: �f4" = 1 ' - 0" � � . � HORIZ. TOP 8c BQT � x0' - 8 Wf (2)- 3l�." � S� ` �. �� ' EQ. EQ. ,� a� .�._� ' ' > S TYP . c-� THf�U — BOLTS. ( 1 ) — EA. �����d ��..�� ISSU �d `�°` � � � � � ° ' SIDE �F WEB . �° ✓ y �1 — � �. \ t � �f\���!�\��\� f' � � r � A e} rr} "^�...�,. ,��,,,�`,,�\ . . � oPTIC}N 2 �r �" ExT. s��e ��� ��.a� �''�' �" �° � � PERMlT t� 7 f� 9 j13 � LEDGER PER PLAN CD C} 7 ,r2 � � 3 4 2x sruo REVISED C� 9 26 13 #5 CONT. HORI '�. t� 16 " O. C. BRG. WA�L BASE �' ; 5i�,»x10" x0'- 10 � � #5 D�WLS x � ° A . , „ Wj (4)—Y2„ � x 10" { 1 ) — #4 CQNT. NORIZ. c� ToP .�...._ REVISED 10 �/04 /13 c� � s o. c. „ � #� S VERT. � 1f o. c, REVlSEd 1 Q 15 13 A. B . 's ON 1 " MIN . SHIM HSS COL. PER P �A�I � CONT. TREATED R & N4N — SHRINK GR4UT SEE PLAN � � �5' s �TRANSVERSE 5" CC}h1C. SLAB PER P�AN G�UE TQ CONCRETE Yz't EXP . MAT'�, TYP. T. O. W. AS ) � 11 i� 5 13 CONC. SI�AB PER P �AN � � . � t � t� 16 O. C. 8310' - 5�'4 8310' - 5Ya. � 8310' - 5Y4 � v �-. a. s�.�a - ° ` � T. O. SLAB T. O. SLAB � " � � 83Q9 ' - 10Ya� � � b' ; � : � .a ° *a � .� * � G a . . d Q 4 � ( J Q d G, '� STONE VENEER .� ; � � d T. U. F. ° � q ,� � � f � � a. � I � : __ � ' . -� � ' PER ARCH . � '��, '� � ��.._,_..a SEE PLAN `/'� —"""'� 2 RIGID INSULATION � � ( � � c t I. , `t , a � �� � fai'�0�� ° b ' . � ' `— � , � \ ' � �, � � G`' : � f .� �� � ^ �y°' �� �,�. � �...1 vv r A \ `'.� �� \ � � ( �t J/ �/ i/ if % Q � � � � ( 5) — �5 s CONT. HaRIZ. o� ��� �� �,� , , , , �i �iriii � Q �, � . � � �ti �� � . T. Q. L. � �tifi r r��: ���f�.���, ��,� �� � �. �ii,�fi�fi,.t�. i� i � �_ i ° z <+ . " G' �% i �/��/��/.� � �/��i �j �l\�� 4 ��r d � xo �. ( 2) — #5' s CONT. �!��f EQ. EQ. if��i � � ���f � . . . ����i v 2 . RIGID INSU �ATION CONT. � PER SCHEDULE PERIMETER QRAIN PER � � HORIZ. T4P 8c BOT - � SEE SHEET S2 ° t �x ai �a —� M SOILS ENGINEER 1 — � � �' `�' � � ' - 4" SEE SCHED. FOR REINF. � OPTION 1 EQ. EQ. _ 2, _ �,� � 11 SCA�E: la.,' = 1 ' - 0" � SCALE: 3/4" = 1 ' - 0" SCHED. WIDTH � 1 TYPICAL STONE LEDGE SCALE: %4" = 1 ' - 0" S6 S6 � SCALE: 3/4� = 1 ' _ 0„ S6 S� JC} B �� 30 � - 12 � �. . . ' �,,4� �t:. u1�"p., v � gb t'�` r :j��o�m���� ��o���r . r�*M S��' �pr� � ' �'�� a°f� ° ei � m �pQ� � e 4* �11�° , .' m RR� � ., ; : :� � � TOPPING PER ARGH . 2x BLKG. � BRG. , TYP , � � �`�4�°����aw� �.�'?� ___ _� ( 3" MAX. STONE, M4RTAR : �'�'¢��� ���,�. W�� FINISH jTOPPING PER AND BED) ARGH . (NOT SHQWN ) CHANNEL PER PLAN � 2�- � 11 /05/2013 SEE 3jS7 FOR I� �t Q TYP, #4 QWLS x � � INFORMATION � �4 �' �' `�� I - JOIST BLKG. !' ANELS C� `- IN THIS AREA SLOPE SLAB � „ _� 832a`___- 8Y� --- __ . _... � !- � 24 IN FIRST JOIST : � STONE VENEER �T. O. PLYWD , � � � � ;� PER ARCH . � 2x6 STUDS C�r 16" O. C. Wf Y2" SPACE Wf ( 5) - 8d NAI �S � F -� -~j W� � � �, � P�YWD. OR OSB SHEATHiNG � NTO EA. PANEL, TYP . , v I o, � , c . ` ( 2) _ s,�„�bx6 " LAGS ! I '�A TYP . (j � � rn � 8319 - 9 „ ,s , �� �, » � ,�, ,���„�,�,� 1Y2 LTWT. CONC. , TYP . C� 24 O. C. � z .� �� 8318 - 2 T. U. W. �,r'��'i��ir��i;�' Y2 �x10 A. B . s � 48 O. C. ,y , a �i,��,\�i, IN CONT. iREATED 2x6 �' _ �_ __.. , RIPPED �VL R! M � „ � ° � ��`� , - Y2 EXP . MAT L � `i���ir� y _ . .__ ..� __- 832Q - 914 & BLKG. � {!) � rn •._.- 4 i%,�' $320 - 7Y2 - - � � � � S�OPED �� '��,�� ' ! SLAB PER PLAN -� � � T. O. PLYWD . �. �, , �, �, T. O. W. � , � � z ¢ �. ti j STONE VENEER �-�-- RIPPEQ LVL s PER PLAN '� r�- ►�- T. O. L. ,,�� • . �4 � , ANGLE PER SCHED . , SEE S2 :--�; � � ��� PER ARGH . J � � � : 8318'- 2 � � 2" � 6 " � a --- � � � I �. Z a -!'.�-- � �� ��� ����\ �� :,_...:.,1; Z rr Z rr � � � 170 . '�% i' /f //� / d � J �J � � � K �\��\��\/���il... ` �� 11 ��" I - JOISTS PER PLAN ANGLE PER 1 � d � � �, `�����',, �5 GONT. HORlZ C� 96" O. C. SGHED . , SEE S2 � o 0 � � �� (2} - �5' s CONT. HORiZ. � , - 4 SLOPING LEDGE d ° � � o �5 CUNT. HORIZ. (9� 16 " �. C. TOP & BC}T. ° #5 DWLS x � �y; PEFZ PI�AN ,� � � .._i �5 VERT. @ 16" Q. C. , �° fi {c� 24" O. G. � � � � „ CRAWLSPACE � � � a > ( � �, � � ANGLE PER � 1 . 3 SCALE: �1a,� = � , -- �" � � � SCHED . , SEE S2 `�`� r.: � 8315 ° - 6 y. ' �!-r�' .!i : ( . S7 " ��`� �. �. � T. �. F'. a° � � a �'��� u #5 CqNT. HQftIZ. (� 16 " �. C. �5 DWLS x � � . { 2) - �#5' s C{�NT. °� � � p .�5 VERT. l� 16 " O. C. `�� ° a C� 16 " C�. C. �-- F�Et}RIZ. T(�P & Bt7T. ` � � � 5 Dw�s x � °, 2x6 STUDS C7 16 " o. C. W f y�„ ,�{ ,� 5„ C�NC. SLAS PER PLAN �„ �„ ,�„ _ � # >, � . ' PI�YWD . OR OSB SHEATHING �'�•� ° "' �' �5' s TRANSVERSE C� 12 O, C. � ' . r� �310' - SYa. „ � � � T. Q. 5LAB � � , _ q.°° t� 16 O, C . ° �����' �,� y2" �x10" A. B . ' s C� 48" O � C . IN ; . � R � c� �` , <, `' G � g s „ > „ ,.�*.'�i��� � ( 2) - #5's CONT. CONT. TREATED 2x6 � 1 � cv .� � , � SCALE: /4 = 1 - t} ; c� ° � * � ' 1Yz" L.TWT. CQNC. , TYP . �3�9 - 10Y�. c� �, ' �"���;��;�� 8309 ' - 1 aYa. `v � o % f , '� HORIZ. T(�P & B4T. , , „� ' � n . �� . ; : :. .. ... _ .. .. . .. _. . T. �. �, � ., � - 2" RIGI � INSULATION PER ARCH . S� T. Q. F. t °;�a<. q $32t� ' -- 9 �/� _._., _ ---_. � �. _._ 832C}' - 93/�. � � �.---- ( 5} - �5' s �QNT. HflRfZ , � �� {� � � . ° ` �� , T. O. bV. -�, SLC}PE SLAB ' �, �. .._ . _ T. Q. PL't`WD . r�� <3n <� � �, �� � �i � � ( 5) - #5 s CONT. HOF�IZ. � � , ; � � � � fl c°i k !: « 'Q . . � �, f ::. - .- ,, a � � � TYP . � �F�.,� . � p �, � t ti �f r3 ��tk , ' � � �r . . � �� � -- � � �- tK �����; 9 -� PERIMETER DRAIN PER � `�!r�=r'``��i ; � � � _ 2' _ 6 „ SC�ILS ENGINE�R � , _ �„ �„ 6 �, T.,.� � � i��r��i \ � � r � '��;,�; � 117/a" I - J01ST5 PEf2 PLAN 10 SCAI�E: s/4�, ^ � ' _ Cl„ �, _ �„ �4x4xY� W s/�a„ �x4���„ ! � � s� � , 3 „ _ , ,. j ��� � v�� z c�� s '� o. c. ,�,�' EXP . AI� CN . ' s C� 18" � `�.� SCALE . /�. — 1 — 0 � O. C. , TYP . S7 ��r � �' � � 2 � "� r�i ,.�° �v �,� ¢an �� r°'"°i �� � � � � � ; �� � h � � j �� DV'/LS X � � c �AJ' S Ci,�NT. H {)R� Z. Cs� 12'� C7. C. � � 1Y2f LTWT. GC}NC. , TYP . C�7 8" O. C . ��.�., • rl � , �s, :' gi..�' 2 (1 ' ° 93/¢ — _ ! � � ° t""-�i �Ywa . ..... --.__..:_ _ _ ..._.�_.........._.. ... _@._ -_�- ;_...___._. � � _. .. _�" � � �}— #�' � cQ� T. � o� � z, ; �� �' �� v � � 832Q' - 6Ys �./� ; , TOP 8c BQT. u � Q ° � ' '' �} � �" co� c. s�A� p �� � ��� � ., T. O. PLYWD . L TY'P . � `�i . U TYP . �5' s TRA�lSVERSE � ? � ' C� 16 " O. C . 8310'- 5Y� � � ' � T. C7. SLAB � LEDGER PER P �AN 8309 ' - 10Y `� � � � � � � 4 ���� �--�i STL. BM . PER PLAN ( PACK OUT T. O. F. ° �' j ' ' �,, �, � _x < � ��.. v .._�.:� , > ,� � �vv� � � � FOR LEQGER ` f, , .� , f, ) ° �;, ` � ri��,�f`�f'��```�� ( 5) - �5' s CONT. H4RIZ. �} r- � ,� : ° ; � r of�` .,. � r-�I � �'JC.r�I�..�: f4n ° � ! ° �r� � ' ° � `f��� � �7 PERlME7ER DRAEN F� ER � � SOILS ENGINEER � � _ � „ g„ � !> ;� � ��� � 2, _ 8„ � _ 4'° b DlJCT PER MECH . � Q EA. S1DE DOU � LE T�P �, TYP , ,,,�,,,`y � SCALE: 31�„ - 1 ' _ Q„ {� , o , , o , S7 F..�.� � MlN . (1 ) �TUD EA. » �> , „ 5" CflNC. SLAB PER PLAt� SIDE OF OPENWG Y2 � x 1fl A . B , s C� 48 O. C. IN C4NT. T� �a �rE� 2xs R designe� by JMO 8310'- 5Y draWCl by � MU CL.R s�.o� � s�.a,� ch �cked by TDH � SCALE: 3�4�� _ � ' - 0" _. �- n � .� �, � T. O. S�AB .� , Q d 57 ° fi ° � d �. . . �..1 ^��%, � ~` q 4 � ��Ju � � SH EATHI N G PER =� � � '��;��f�������' � f���`���%��t%�f� ` � ������ �� �,.�� �� ''°%`ri` , r ,�'e � PERMIT 07 /'09 �13 PLAN cR � Q ��� �`� � �i�: � `¢ �'�� � ° `���' CD C77 26 13 ROOF JflfSTS B�KG. {� BRG. , TYP . �� �° �� ����`� �R" �X :s: SLAB PER P�AN '�%�,� ��! ' �r,.,f2�/�„ PER P�AN ��� � �� �� �����-`� 2" RiGID INSULATION PER ARCH . �� ��, e � ° REVISED Q9 /26 13 � �� �� . REVISED 10,�C? 4 13 .�° �'����� #5 CC7NT. HORIZ. C� 16 " O. C. 6" TIMBERLOK l `�� . ����rz � ���. ° � REViSED 1 O /15 f 13 SCREWS C� 18" � �c �� (2� #5' s CONT. N �RIZ. y � ASI #� 11 0 � �1 � 0. C. Q TYP . T �84T. � #5 DWLS x � � `� � � C� 48" 0. G. �'- i �' �+ ! Zx6 PLATE d T&G SOFFIT v � 8306 ' - 0 � ' Sheet _.�� � � a ' 3�4r� � THRU - BOLTS ° � �� � 2¢f3 � � CHANNEL PER PLAN D° �;� a . d 2x WOOD FILLER PER ARCH . 4�} �„ �'i, c� J M (.� 1 ' _ 4,� 4 SCALE: 3�4ir — � , _ 0„ � SCALE: �la�" = 1 , _ p„ 57 S7 � o � �� � a6 — � 2