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HomeMy WebLinkAboutB13-0260 REV1 PLANS APPROVED , �� DESIGN CR { fiERIA; STCICKT(3N RESIDENCE JOB �: 1306 - 12 4. Compression paraliel to grain - - - - - - - - - - - - - - - - - 231fl psi c. Qimensions: Check all dimensions against architectural drawings prior to construction . Da � 5. Compressian perpendicular to grain ( parailel to glue line) 750 psi not scale drawings. Roaf Live Lc�ad { Snow} - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - 100 psf 6. Horizonta ! shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi d . Construction practices: General contractor is responsible for means, methods, techniques, Rc�c�f Dead Load _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 15 psf 7. Connection of muitiple- member beams: sequences and procedures for construction of this pro ject. Notify structural engineer of A B B R E VI A TI � I� � � � T � � ��h� � n � n ' 3-�;, � �a:. ����^ Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf A. Top - loaded beams amissions or conflicts between the warking drawings and existing conditions. Coordinate :. %�,�'% 44�4°�P ��� ` Floar Dead Laad _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ..._ _ _ _ _ _ _ _ _ _ _ _ _ �� p �f i) For members 12" deep or less, nail each member ta the next with 2 rows of requiraments for rnechanical /electrical /plumbing penetrations through structural elements with �'� �Q�" �§�� r�'�"�� � Deck �iue �oad _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1p� p �f 16d nails at 12" o . c. structural engit� eer. Jabsit� safety is the sole respansibility af the contractor. All methods ��m�'� � � ��, A. B . ANCHOR BGLT �AM . LAMINATED p ��� p��d ���� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ q.� � �� � i For members reater than 12" dee , nail each m �mber to the next with 3 used for constructian shali be in accordance with the latest editions of the IBC/lRC. � � °�t�� � �� ; } 9 P A. F. F. ABOVE FIN1SHED FLO�R LL.H LONG LEG NC�RIZ4NTAL. Wind ( 3 Secand Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph (Exp . B} rows of 16d nails at 12 " o. c. e. Detaifs not specifically shawn on the drawings shall be eonstructed in a manner similar to the q, F, G. ABOVE F{ NISHED GRADE LLV LONG �EG VERTICA� �. Q�� � �� Seismic Design Gategory `�-�^A� ��� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �x�MPT B . Side- loaded beams datails that are shown far like conditians. These items shall be brought ta the attention of ADJ. ADJUSTABLE LONGI7. LQNGITUDiNAL '��'��.��o�a'°"���' � «��� � � �� °tt°� ���� i) Far twa or three member beams, naii each member to the next with 3 rflws the structural engmeer �s soon as possible far approval . Approval shall be obtained prior to ANCFI . ANCHOR LTWT. LIGHTWEIGHT ��IOS��� 3� installation . af 16d naiis at 12 a. c. APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER `�PECfA� IhiSF' E�TIONS: „ f. A11 waterproofing and flashing is the responsibility af the architect and contractor. ARCH . ARCNITECT LSL LAMINATED STRANC? RIM MATERIAL ii} Far faur member beams, bolt through with 2 rows of 1 f2 diameter bolts at � . � � is the respansibility of the contractor to contact the structurpl engineer at the appropriate � �°: o, �. BD . BC?ARD MAX. MAXIMUM a . Special lnspeetions shal ! be provided accarding to S�cti�n 17Q4. 1 anei the statement of special time to perform site abservation visits. Observatian visits to the jobsite by the engineer are �7l26/2013 iii For members cansistin of more than four members, cantact structural BLDG. BUILQING MECH . MECHANI �AL inspectic�ns os required by the Town of Vail . ) 9 for determination of general conformance with the cons#ruction documents and shall nat be � b . G�ntinuous lnspec# ion shall be performed for field welciing (except single- pass fillet welds less engineer. construed as inspection . BLKG. BLOCKING MAT L MATERIAL All lumber used in construction shall have a maximum moisture cantent of 19 �. h . Thau h ever affort is made to BM . BEAM MANIJF. MANUFAC7URER than ��" } , and anchor bolts where indicated on the fic�ur� datiar� plan . � � Q g y provide a complete and clear set of constructian documents, r. Unless made of treated ar naturall deca r�sistant waad , al ! deck beams and oists �ncludin BOT. BOTTOM MIN . MINlMUM � *- r. c. Periadie ins ection of steel construction elements shal ! incl � d� rnarerictl v�rification in q • Y Y- j ' (` 9 discrepancies or omissions may occur. Release of these drowings anticipates cooperation and as ,n accord�ance with these drawin s, manufacturer° s certific� te of com liance, snu ti ht balted 9� � �� � �ms} wider than 1 �� " shall be seoled and flashad ot the top surfiace per architect. contin�a� ��r�p�nicatian between the contractor, architec�> d�nd engineer to provide the best B� a. W. BOTTUM OF WALL ( N ) NEW ,� � � � � �° � BRG. BEARING NOM . NOMINAL jaints, Y�." and sma( ler weids, reinforcing steel , epaxy anchors, and an �hor� insta ( led in r. [�rive pins specified on plon shall be powder actuated fasteners by Ramset, Powers, Niiti, or possible structure. These drawings have been prepared for the use of a qualified cantractar GANT. CANTILEVER N . W. NORMAL WEIGHT � � ¢ hardened concrete. approved equivalent. Fastener and load size shall be determined accarding to manufactur�rs ex erienced in the c n t u tion te hni s s ' ed �j �'7 d- �, C. J. CCINTROL JOINT Q. C. ON CENTER � d . The structura! engineer does not provide speciaf inspe�tions, Periodi� observations of r�commendatians for mttterials being attached . 2009 iBC FASTE �lING SCHEDULE * CMU C4NCRETE MASONRY UNIT OPNG. OPENWG � � �� canstru �tion b the structural en meer are not to be considered s ecial ins ections. s. Framing Notes: � o h„ �' � �' p 1 . Exteriar walls: *TNIS IS A PARTIAL SCHEDULE. SEE ! BC TABLE 2304. 9 . 1 FOR FULL SCHEDULE �E� • CEMENT OSB ORIEN7ED STRAND BC3ARD � p � � �i � _, C�G. CEILING R PLATE � FQUNDATlaN QESIGN . A. All exterior walfs are 2x6 studs C�D 16 o. c. to a maximum height of 12 - 6 , 2x6 I- �, . . � CENTER �INE P�YWD . PLYWC70D � x studs � 12" ac. to a maximum height af 14' - 6 " , and { 2} - 2x6 sfiuds C�D 16 " to a FASTENING c = ¢ a . D �sign of individual and continuous footings is b �ased an a rr� aximum ailowable bearing pressure maximum � eight af 17' - 4" unless otherwise nated. Walls taller than 17' - 4" shall CLR. CLEARANCE PKT. PQCKET � '� a t.,_ 1 . ,laist ta si►I or CO�. CC3LUMN R . Q. ROUGH QPENING v gf 3, 000 psf ( dead load plus fulf live Iaad ). be framed with manufactured laminated studs. Contact engineer for spacing girder 3 - $d common taenai� J q� re uirements, if not indicated on fan . Go with a double ta late installed ta 3 - 3" x o,t3� " nail C O N C. C Q N C R E T E R A l�. R A D I U S � � b. Fo�andatian and retaining wails have been designed using a I � teral pressure of 60 pcf. 4 P P p P 3 - 3" 14 gage staple CONN . CONNECTiQN REF. REFERENCE U? •� c. Fc�otings shalf be plaGed an the natural undisturbed sail , or compacted structural fil ! per the provide overlapping at corners and at intersections with ather partitions. { f overlap CONT. CONTINUOUS REINF. REINFORCE REINFORCEME6� T � 2. Bridging to joist 2 - 8d comrr�on taenail each end f � recammendations of the geotechnica! engineer, b �IQw frost depth . is nat possible, strap top piates with metal strap ties (Simpson STZ92 or „ „ � p � 2 - 3 x o:131 nail CONST. CC}NSTRUCTIQN REQ D REQUIRED � d. This foundation has been designed according to the design rece�mmendations set forth in equivalent}. � U � ,ry 2 - 3 14 gage staple G. P . CR(PPLE PO�T RET. RETAINING - r� geotechnicol repor� 13- 2864 by Ll� P Engineering, lnc. The conteactor shall follow the B . Gable- end walls shall be ballaon - framed ta the bottom of rafters unless approved t� � � 6. Sale plate to joist or blocking 16d at 16" o.c. #ypical face nail C. W. CRIPPI�E WA�L REV. REVISION � �#- � constructian requirements from this same report. by engineer, 3" X 0.131 " naii at s" o.c. DB �. DOUBLE R. '�. ROUGN SAWN ��" � e. Provide continuous faundation drains around the perimeter c�f a ( I btrsement walls and cst the C. Floor or roof framing members must be aligned to bear within 5 inches of the 3" 14 gage stapte at � 2" o.c. QET. DETAIL SCHED. SCHEDl1LE � � � ba�e of retaining walls. Contact geote�hnical engineer for d �tails. studs beneath , DIAG . DlAGONAL SECT. S�CTiaN � � f. A re r�sentative of th � eot�chnical en ineer shall verif soils conditions and t es durin D . Pravide 7 16 " thick APA rated sheathin I ood or OSB r�ted 32 16, ex osure 1 , sole p�ate to joist ar blocking at braced p g g y yp y j g {p yw } � P wall panel 3 - 16d per 16" braced wall panels �W�. pp�� SHT. SNEET � -+ �? ¢ excava�ic�n . Report any �i�crepancies from original findings to structural engineer for at exterior face af exterior waHs, Black all harizontal jaints and nail panels with 8d (4)-3" x o, � st " nail per 16" pWG. DRAWING �IM . SIMILAR � �- � re- �valuation af faundatian design . nails spaced at 6 " along panel edges and at 12" along intermediate supports. (4)-3" i4 gage stap�e pe� � s" EA. EACH S. LP . STRUCTURAL INSl1LATED PANEL g. Bockfill around and above structural buttresses and retaining walls sha{ I be compaction - tested E. Provide ( 3) - 2x10 headars over all door and window apenings, with one 2x6 trimmer �• Top plote to stud 2 - � sd common end noil E. J. EXPANSION JOfNT SPEC. SPECCFICATION per the recornmendations c�f the geotechnical engina�r. 3 - 3" x o.� 3i " r,a�� and one 2x6 king stud each end, unless otherwise indicated . � ELEV. ELEVATI4N SQ. SC2UARE h . Dc� not backfilf against retaining walls unfiii supporting elements ( such as floar framing) are in F. At beam bearin lacations in stud walls, pravide multi le- stud osts e ual ta width 3 - 3 14 gage staP�e 9 P R a ENG. ENGINEER S7D . STANDARD place and securely anchored, ar adequate shoring is inst�rEled . Concurrent backfiEling cafi sach of bearin member unless noted atherwise. s. stua to soie p�ate 4 - �sd common toena�� side of a free- st�anding retc�ining wall to final grades as indicated on plan or section is 2. Interior �oad Bearing Wal1s: a� - 3 x o.� 3� noil EQUIP . EQUIPMENT STL. STEEL �equired unless tempar�ry sharing is installed . A. Interior foad bearin walls are 2x4 ar 2x6 studs as indicated on lan C? 16" o. c. 3 ° 3 14 gage staple EQUIV, E(�UIVALENT STRUCT. �7RUCTURAL i. Verify type of fill with soils engineer ar� d structural engineer prior to backfilling. �i � � p � EX�TG. EXISTING T8c6 TOP & BQTTOM � with 1 /2 gypsurn wallboard both sides ur� less nated oth �rwise. Cap with a double z - � sd common end nail ( E) EXISTlNG T8cG TONGUE 8c GRUOVE � F�Ei �3FdRC�d CaNCRE7E: top plate installed to pravide averlapping at corners and at intersections with other 3 - 3" x o.� 37 " nail EXP . EXPANSION T. O. TOP QF . � partitions. If overlap is not possible, strap tap plates with metal strap ties 3 - 3" 14 gage staP�e EXT. EXTERI �R T. O. C. TOP OF CQNCRETE r„� ( Simpson ST292 or equivalent) . S. �ouble studs � sd at 24" o.c. face na�i F. D. FLOOR DRAIN T, Q. F. TC�P OF �aOTING a . Concrete design is based on the '° Building Code Requirements fae Reinfarced Concrete'" ( ACI g . Floor or raof framin members must be a ! i ned to bear within 5 inches of the 3" x o.� 3� " naii at sTM O.C. r � ,�18) as adopted by Chapter 19 of the 20Q9 IBC. 9 9 FDTN . FOUNDATI �N T. C?. 1.. TOP OF LEDGE � studs beneath . 3" 14 gage stup�e at s" o.c. FLR . FLC?C7R T. O. M . TOP OF MASONRY b , Structural cancrete sha( I have a minimum 28- day compressive strength of 3QOQ psi. .. C. Provide (2) - 2x10 headers �ver all openings in wall , wit� one 2x4 or 2x6 trimmer � o. Double toP ��ates � sd at � s a.c. typtca� face nail FRMG. FRAMING T. J, W. 1'OP OF WALL � c. Can �refie shali be proportioned using Type I - f! suffate- resistant cement. Admixtures containing 3" x 0.131 " nail at 12" o.c. chloride salts shall nat be used , and one 2x4 or 2x6 king stud each end, unless nated otherwise. n „ FT�. FC30TING THRU THROUGH � D. At beam bearin locations in stud wa# Is, provide multi le- stud osts e ua1 to width 3 14 gage staple at 12 o.c. d . Gold weather concreting procedures shall be provid �d aS recomm �nded in the ACI Manual of 9 p P G GA. GAUGE TRANSV, TRANSVERSE �a� ��.� �� �, �,� ��;�� of bearing mernber unless noted otherwise. GALV. GALVANIZED TF2TD . TREATED � #� Oouble top plates s - � sd comrnon �°P sp� 1°� GEN . GENERAL TS TUBE STEEL COLIJMN � 3. Floor Construction : „ „ e. Anchor bolts far beam and calumn bearing �I �ates shal ) be plac�d with setting templates. „ „ 12 - 3 x o.13� noil f. Expansion boits shal ) be located at a minimum of 6 bolt diameters from concrete edge and A. Pravide 3/4 thick APA rated Sturdifloor rated at 24 o. c. , tangue and groove, 12 - 3" 14 goge staple typical face nail G. L. GI�UE- I.AM TYP . TYPICAL spaeed at ca minimum of 10 bolt diameters unl �ss noted atherrvise. exposure 1 . Glue and N ail panels to all supports with 8d nc�ils spaced at 6 " along � � , g��eking between �atst or rufters 3 - 8d common foenail GYP . GYPSUMfGYPCRETE U . N . O. UNLESS N �fiEO O7HERWISE t""� g. Anchor balts for wood sil ! plates shall be placed c�t 4' - Q" maximum spacing with on � anchc�r panel edges �and at 12 along intermediate supports. { nstall sheathing with # ong to top plate 3 - 3" x o. � �1 " nai► HDR . HEADER VEF� T. VERTCCAL � bolfi c�t 12" fram each end or carner and a minimum afi two anchor bolts p �r piece. dimensian perpendiaular to joists and end joints staggered . s - s" 14 gage staple HORIZ. HQRIZt3NTAL. V. I . F. VERIFY ( h! FiEL.C} h . Cancrete flaor slabs on grade and on m �etal ciecking or plywood supported by framing shall � • Pravide solid blocking between floar joists ot all bearing locations. Blocking material 12. Rim joist to tap plate 8d at 6" (152mm) ac. toenail HSS H4LLQW STEE� SECTION W. F�. W1DE FLANGE � i }} sha( I match the floor oist material . s" x 0.131 " na;� at s" o.c. HT. MEIGHT W. P. WATERPR4QF , have scawn or t�aled �antrol joints at a maximum spacir� g af 14 -- 0 in each direction , Loeate � „ „ � cantra( joints alang column grid fines where possible and provide slab isQlation jQints around 4. Roof Construction : 3 14 gage stap�e at s o.c, INT. 1N7ERIOR W. W. �. WELDED WIRE FAE�RIC � A. Provide 5�$" thi�k APA plywood sheathing rated 4oj20, exposure 1 . Install 13. Top plates, laps and intersectians 2 - 16d comman face nail INV. INVERTED WD . W0017 � � G�� � � � �. 3 - 3" x Q. 131 " nail �� �`_"I i. Co� crete cavera e for re�nforcin steel : sheathing with lang dimension p �rpendicular to rafters ar trusses and end joints JST. JOlST W/ WITF# � � � ,= staggered . Nail with 8d nails spaced at 6" along panel edges and at 12" along 3 - 3" 14 gage stap�e K KING S7lJD W/a WITHOl1T 1 . Concrete cast agcainst and permar� ently exposed ta earth : 3 14. Cantinuaus header, two Pieces 7sd common � s" o.c. alon ed e � ' r"� � 2. C�ncrete expos�d to earth or wecsther: intermediate supparts. � 9 A. �5 bar and smaller � � l2" B • Plywood sheathing shall be applied continuously over th � primary roof inembers 1s. Cantinuous header to stud � - sd common toenai� ALL LUMBER CQNNECTaRS ! R! QIRECT CaNTACT WITH PRESSIlRE- TREATED Ll1MBER SMA�.L. HAVE A � �� » ( rafters or trusses) beltiw overframed areas to provide adequate � ateral stability. � 3 - sd e4mmon toenai� �� � p�ON ZMAX OR HQG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE G/�LVANIZED � B , #6 thrOUgh �18 bar 2 19. Rafter ta late ,. „ C, Provide wind seismic anchors ot su orts far al1 roof oists and trussed rafters. 3 - 3 x 0.131 nail 3, CQncrete nat ex osed ta weather or in con �act with round : f PP J (See section 2308.10.1 , Toble 2308.1Q.1 ) � ; P 9 3 - 3" 14 a e sta le PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF Bf\RRIER MEMBRANES. r""� , ``""' A. Siab �, walls, oists 11 bar and smaller 3 4„ See nailing schedule. s 4 � . �,,:,� , ��'� a �# � � D . Pravide salid blocking between raofi rafters, trusses and lookouts at all bearing 23• �uiit-up cor�er studs 16d comman 2q.� o,G, ^ B . Beams, ealumns 1 1 /2" 3" x o.� 3� " naii 16" o. c. CQNNECTION SCHEDULE T4P F'A�E JOIST � r-� � lacations. Blocking material shall match rafter, truss ch �rd, ar lookc�ut material . 3" 14 gage stap�e � g� �, �, t,..,,_ • �-1 5. Wind Bracin _ �� �. REI �lFt?RCIIVG ST�E�.: � ' 29, �Joist to band joist 3 - 16d common face nail � SIMPSON hl5 { 4� - 8d (4}- Sd E�'" � A. Walls over 4 feet iong which are sheathed with gypsum wallboard on both faces and 5 - 3" x o. 13� " na�� � are indicated as shear wal { s on plan have been designed to resist wind forces in # � SIMPSON HU14 ° ���� ° � � � { �}°' � ���� � 1� �• `� Q. Detailing , fabricatior� at� d placement af reinforcing steel shall be in accordance with the ACI 5 - 3 14 gage staple � ,n accordance with Taf�le 2306 . 7 of the 2Q09 IBC. C SIMPSQN LSSU126 - { 10)- 1Od (7}- 10d- 1 1 j2 Manuai of Concrete Fractice. i. ��F-��' B . At shear walls, screw 1 /2 gypsum wallboard to alf studs and to top and battom NoTES: � �� . b, Except where otherwise noted on the drawings, reinforcing bars sl� all canform to ASTM _ �pG'Cifi�tltlQll A6 'S5 tltld ShC711 b � C�!"CIdB 6a 8XC8�7 � �les, field bent bc� rs W�10C'e permitted by nt?t8 P� C� tBS With �$ X 1 1 �$�� dt'}nNt31 � screws Q '� 7�� Y1'IQXi1'YIUi'Yi spacing. For SI. 1 inch = 25.4mm. 2 3/8" x 0.713" nails and 3" x Q.931 " nails ore standard 8d and i0d Gun nails. � SIMPSON U414 ( 16 )- 16d (6}- 10d ��j o�t lc�np or bars to t� e wsldetf, which shc�l { be rctde 4C�. C. Exterior plywaad or t�SB wall sheathing is required unless specifi�a( ly deleted by Q. Cammon ar box nails cara perrnitted to be used except where otherwise; stated. _ ����� �� P 9 � E� SIMRSON HUCQ412- SDS (14}- SDSY�X2Yz (6 }- SDSxYx2X� c. At splicest fap bars 44 diameters. Da not weld or use m �chanical spl3�ing devices unless engineer. �. Staples shafl have d minimum crown widtn of 7/16 inch. - s eeificail a roved b en �neer. F�} SIMPSQN LSSU410 - (18} - 96d ( 12�- 10dx1Y� f� Y PR Y 9� STRUGTURAL STEEL. C.� � ,�`�` , d. At corners, make horizantal bars Gontinuaus or provide c�rner bars. Araund openings and S�OPE SLAB � 8320'- 9�1�. Q SIMPSQN HUC416 - (2�) -- 16d (8}- 10d � � � steps in concr�te, pravide (2)- #5 bars extending 2' - 6" bey4nd edge of opaning or step . „� 8320' - 7Y2 T. O. PLYWD. , , ,k a . Structural steel shall be detailed , fabricated and erected in accardan �e with the most current H - 30 16d 10 1 �d � r--� , . e. �xtend reinfarcing stee! a minimum c�f 2 - 6 fihrough cold joinfs. Unless specifically located � T 4. V�, � � SIMP.SC}N HHUS410 { � �' � )�' � on plan or detc�ils, coordir, j ' � editians af AISC Specifications and Code of Sfiandard Prpctice. . � . � � 2�!2" ° � �Y` TYP . � ' - _ _ ate co6d a �r� t locations with en ineer. ' : �� � d NOT USED f. Welded wire fabric shc� ll conform to ASTM Specification A- 18�. Lap welded wire fabric � �' � Structural steel W shapes shall be ASTM A992. Qther rolled shapes, including plotes and 8320 ° 1 ,� . � d . angles shall be ASTM A36 . Round or rectc�ngular HSS shapes shall be ASTM A5Q0 grade B . -�, p, �. ' � " � J SIMPSQN CJJ3 ( � ) � /�} minimum c�f one full m �;sh plus two inches. L.aps shail be wired tagether. � ' ' (� - 6�- SDS 3 - PIN � �J 1 „ „ „ „ c. Ali bolts used in steel framing shall confiorm to ASTM Specificatic�n A325. Anchar bolts and a z d g . E pox y adhesive for reinforcin c� dowels shall be Hilti or �im ps�n or a R proved e quivaient bo� ts use d in tim ber connec tions may be A S T M A 3 0 7. Bo 1 t sizes s ha l l be 3 f 4" diame ter „ ��.��;���%�� � " � � Q SIMPSC?N HGA10KT { 4)- SDS��x3 - (4)- �D S Yqx1 � � adh �sive systems. Minimum embedments, if not specific�rlly indicat�d on the drawings, shall unless not�d otherwise. #5 VERT. C� 16 O. G �!�% , . ' . FLOOR JOISTS PER PLAN � � � be according tc� the manufacturer s speci�cations. d. T ical fram �d beam connections shall cansist of airs af 1 4" an { es usin the maximum �,,� „ Q SIMPSON ITS2. 37/11 , 88 ( '�) - � �d . ( 2)- 1 0 d - � � � � R f � g � #5 CONT. HORIZ. C� 16 O. C. � � h . Metr� c bc�r size conversion table: 1S 16d 12 10dx1Y� �'a � METRIC #10 �13 #16 �19 �22 �25 #�9 #32 �36 number of bolts called for in Table Il - A cif the AISC Manual ( ASD Ninth Editian }. , � a {M� SIMPSON LSSUH310 � � }- � )�' ,� „ » • » ,: ,� � �t,. I 1� C H - P 4 U N D �3 �4 #5 �6 �7 #8 �9 �1 J �1 1 e. Expansion bolts shall be wedge type Hilti ar Rawl or Simpson , Qr approved equivalant with � � W L� x � Q S I M P S O N L.B V 1 , 8 1 f 7, 2 5 ( 6 ) - 1 b d { 4}- 1 6 d (2� - 1 C 3 d x 1 }y ,.}� � �-a the following minimum embedments: � STf� UC�1RAL WC}OD FRAMING: 1 ' �/2 ,� diameter - - - - 2 ,� 1 /2'� C�D 16 " O. C. g„ ° Q SIMPS4N HUCH48 - ( 10}- 16d (4�- 10d (,} � � � 2. /$ diamete 3 �, » » 2 5' s CONT. HORIZ. • � � � � SIMPSON HWU5. 50 f 9. 5 (4) - 16d (4} - 16d ( 6}- 10d � e�. Except where nated atherwise, all 2 nornina ! lumber, exc�pt studs, shail be Douglas Fir- Larch 3. 3/4 diameter - - - - 4 t �" � � �2 a n d b e t t e r, a n d a l l s o l i d t i m b e r b e a m s a n d p o s t s 3" n o m i n a l a n d w i d e r s h a l ! b e D a ug l c a s f. E pox y anchars ca( led for on the drawin gs shall b� " E pcon " or " Rawl " ar " Sim pson " or a p praved TQP & BOT. ' . „ � SIMPSON H ?Z ° (�} p� - g� ( 4}- 8d _ 5 CONC. SLAB PER PI.AN �'l�-- �a�-�}� ��, equivalent anchor systems. Minimum embedments, if not specifically indicated fln the a R J L 5x5xY4x0� - 8y 3 -- �i' "� THRU -- BQI�TS EA. b . Studs shc� ll � e Stud rade and better Dcau Ic�s Fir- Larch ar Hem F'ir. drawin s, sholl be aecordin ta the manufacturer's s ecifications. #5' s TRANSV. t� 16 " Q. C. 9 9 9 9 P . 8310' - 5Y�. SIMPSON IUS2. 37 11 . 88 �. Built- up posts shall consist of DQUglas Fir- Larch or Herrr Fir .�2 or bettar 2x4 or 2x6 studs g. All welding shall be done by an AWS qualified welder. Welds not speciffcaliy indicated shall be � � , . ¢ . � a � f - { 1Ct� - 1Qdx1 � ° � M � � 7. 0. SLAB • per plan and shall be nailed tog�fiher with 2 rows of 16d ncsils C�7 6" Qn center al �+ng ec�ch �i��" fillet welds across the full length af the joint. �309 ' - 1ay4 �y � a � ° . . . . � . Q SIMPSON LSTA21 ( 1g )- � p� ��� ��� �� �� s�ud . h . Delay painting within 3°' af field welds unfiil welds are compfeted. �J � Q / �L (� d. �uilt- up beams consisting c�f multiple 2x members shalC be naif �d together with two raws of i, Where corrosive soil canditians exist, steel angles fihat are used ta support exterior stone T. O. F. ° $ „ �}U SIMPSON M1U1 . 81 /9 - ( � �,�- � g� {2) - 10dx1 }� drtiwtl b � / 16d nails s aced at � 2" on center, c�r with twa rows af 1 2" diameter thru - bolts s aced at veneer shall be aivaniz�d and shali be attached to the foundation with alvanized �ar stainless ' . . � A 2 RIGID fNSl1L. � �R TDH P � P 9 9 c> . ' . ° ,a ,a ,� �h �Cl{�d b „ �a � ' tl . • . \��\���ff�\ � ARCH . , TYP. Q SIMPSON MWU7. 12/9. 25 (4)- 16d (4}- 16d (6)- 10d Y 24 on center. steel expansion anchQrs. I . . e. Tc�p and bottom plates shall b � Dougfos Fir- L.arch or Ne►rr Fir .�2 and better. Plates placed j. Ail graut beneath column base pfates and steel beams at bearing shall be non - shrinki � . • ' a '• a , ' a • , Q �� � { 5) - #5's CONT. �C?NGI7. � SIMPSON HUC416 - (�,�})- � � � (8)- 10d lSSU �d direct€ y on ct�ncrefie walls or slabs shall be � ressure- tr�ated Hem Fir #2. non - mstallic type grout. Grout sholl have a minimum compressive strength of 2500 psi. ° � �% f. �edgers attached to ccancrete walls shcall be treated Hem Fir �2} r�r if LVL materiaf is us�d, {�X SIMPSON BA3, 56 /11 . 88 ( 14} - 1qd (� 0)- 16d (2}-- 10dx Y2 shall h � ve a cc�r� tinuous waterproof inembrane E� etween the concrete and the woad . STONE BR1 �K VENEER: PERIMETER DRAIN PER 1 ' - fl" 8" 6" � � SIMPSON LBV2. 37/11 . 88 (10)-- 10dx � (4)- 16d {�}- 10dx1X� PEI� MIT 07 jQ9 ,�13 g . Woad beams laearing in beam � ockets in concr�te or masonry walls shall b �ar on a teeated SOlLS ENGINEER v ' �� Q � 2 � � � ' 2x6 bearirrg block. Provide �,� " cl �arance around end of wood beam , Block agoinst sides of a . Anchored stone or brick veneer and its attachments shall conform to 1BC Section 1405. 6 with �, _ 2„ � Z� SIMPSCIN LUS28 - (� )- � pd (4}-- 10d f � beam pocket with treated 2x blocking ta provide fateral support for beam . a wire tie to the structuraE backing ' for every 2 square feet af veneer, � SIMPSQN LUS28-- 2 - (� )- 1g�{ �4)- 16�! !� . Beneath solid or built- t� p calumns nc�ted on plans, bl4cking of area equivalent ta column b . Unless noted otherwise, prouide loose lintels ouer openings as follows, ane angle for each 4" above shaN be provided �rithin floor jaisfi spaces and in wall space� b �( ow. Door ar windt�w af wall thickness, long leg vertical , to bear 4'° minimum each end: � „ > „ �B SIMPSON HNUS5. 5Q/1t7 - (3p)- 1 �� {10}�-- 16d SCA�E: �Ia = 1 - Q trimmers consisting �afi a single stud do not require special blocking in the joist space, 1 , apenings ta 4'_ 0 " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 1 f2" x 3 1 j2" x 1 /4" r ���� i, Exce t as noted otherwise, minimum r� oilin shall be rovided as s eci#ied in the " Fasten �n , „ , „ „ }, �, 51 P 9 P P 9 2. Openings 4� - 1 �� ta 6� - 0,� _ _ _ _ _ _ _ _ _ _ _ _ _ 4,� x 3 1 /2i� x 1 f4+} Schedule" c�n the drawings (2009 fBC Table 2304. 9 . 1 }. 3. Qpenings 6 - 1 to 8 - 0 _ _ _ _ _ _ _ _ _ _ _ _ _ 5 x 3 1 j2 x 1 f4 I - JOIST C?R LVL �, . B o l t s u s e d f o r w o o d f r a m i n c a n n e c t i c�n s s h a l l b e i n s t a l l e d w i t h s t a n d a r d w a s h e r s a n d n u t s. . ° �} , „ „ » " � � . J• 9 4. �penmgs 8 - 1 to 1 Q - 0 - - - - - - - - - - - - 6 x 3 1 j2 x 5 j16 HEADER TO MATCH SEE FRAMING P LANS �, � k. Unless noted otherwise, steel conn �ctors such as thase manufactured by the Simpson • . , �� ���.� � , ( Multiple angles shall be orient�d back- ta- back) DEPTN OF FLt30R ��� M ������ � Corrtg�any shall b � used ta joir� rafters, joists ar b�ams tt� other bear� s at flush - framed c. Stone or brick veneer shaN be su orted on dr - stack CMU units to the faundotion , or �` J '- � � `� � � ��» � ct�nditic�ns. Use all specifiec! nails. Cannector conditions nc�t atherwise noted shal ( utilize Type P P Y J Q I S T S � � � � ����` � � � �� �,�� �� � provide steel angla support per details on the drawinc�s. � , ;� �� � � ,,.� �! or Typ � FIU hangers of a size spe�ifically designed for the member supported as shrawn in X ��� �� �� 2.,� � ,� � � ��� ' Q . PROVIDE A MINIMUM � �tt: Sh ��t the manufc��#urer's publish �d #ables, Cantact structural �ngineer for detaiis as required . � E- h � �„ r° ,,,,a � , I . Wood nailer lat�s instailed or� steel beams or cnncret� v� alls for to flan e han ers shall be � .� � OF �NE KING STUD , �� � t� 3n . r� /� ,�' I� P � 9 9 GENERAL REQUIREMENTS: � -' ��� � OR AS SPECIFIED t�N � y.' �� �-x�". ��"�"�° _� ° ripped to match the width of the wall car beam flange, Nailer plat�s supporting top fle�nge j� � -i P�AN � ° � han ers frarr� c�ne sid � onl shai ) be instalt �d fl �t �h with the f�ce af wall or bec� m flan e at _ �` �".,�`°�� "�`"���°.�_�°,�� � Y 9 �. Structural erection and bracing : The structural drawings illustrate the compfeted structure t- o � , a � " ` t� � � �� � �� � °������ �� with all elements in their final positians, properly supparted and braced. The canfiractar, in �-�------ PQSTS � - C�3�� ED 7.Q�►�, Pt..�►�k�,.� m . Manufactured joists shafl be fram an a p proved manufactur�r and shal ! be e quivalent in load the proper sequence, sholl provide shoring and bracinq as may be reqtaired during construction r � � ' 1 N D I C A T E T R I M M E R S O N �Y A N C} ��� carr}ring capacity and defiection criteria to BCI 60QQ series jaists in the depths and spacinqs ta achieve the fina ! completed structure. Cantact structurai engineer for consultation { not in DO NOT { NCLUQE KING �TUDS indicated on plan . Provide bloeking, bracir+ g, web stiffeners �nd other accessories as r�quir�d contract) as required, " ' � by t� e manufacturer. QSB rims shctN be AP�4 Perfiormance Rat�d Rim Board material . � , Shop drawings: Submit shap and erection drawings for structurai steel , miscellaneous steel , � ~ r� . �.aminated ueneer lumber {�.VL) shal ! have the fcallawing minimum praperties: steel jaists and girders, steal deck, masonry reinforcing stesl , waod trusses, manufactured 1 . Flexural stress _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 26t3Q psi wood joists and glue- lam beams to engineer far review prior to fabricatian . This review is for >, _ � , _ ��, z� 2. Modulus of elc� sticit 1 , 900, 000 si 2 TYPICA � P.�UMBING MECHAf� 1GAL HEADER � TY(� ICA � WINDQW QOOR HEADER SCALE ; 3 4 0 �, _ _ _ _ ._.. _ �. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ p general campliance with the intent af the structural design . " The architect and /or contractor f SCALE: 3 4-" = 1 ' - Q" j 3, Tensir�n parallel to grain _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,._ � 1 �5� psi . _ 51 are responsible for checking quantities, dimensions and coordination with other trades. �� � � � �*� 3 � � � � � . � s: �ihy � � � _ �3��» 7 23' - 23./q.,, 6 13' _ Qy2» 17' - 4�q," 18' - 5y2" 5 � 10'- 2 �q. � . .;,`�;�A°���s�° a�''�a�' 5 4 3 = � //� Z f_ J " T" �''1 .� `1«. uf{�ryJ"' , � ,��� ���. �t���'� � a� , • � � ° � c6r ���: : � � : n � � . . � �� :. . � , „ , 3 „ , » t �����`SION��'4"�`'�� 31 , _ 6 „ 14 - 6Y2 17 - 1 /4 15 ` � Y2 6 ` - 6 " 12' - 11 �4.. f I I ! I � I CUt� TRACTOR TC7 CflORDINATE ( T. O. W. = 832t3'- 2 i I I I fT. O. W. = 832t�' - 7Y2 T. b, W. = S QPES I SLAB AND WALL HEIGHT Wf I T. O. F. = 8311 - 0 T. O. L. - 8317' - 6 T. . L. = S C}PES SPA SPEC. fSE�ECTION ;�� � _. -� : .= ��rx :_ . � . • ,,}��- ., �. .. 47/26/2013 � w , ro�".4. "#' Y t`L'�` y L: µ� 2 , k ,. .i:y *Yii: TA. F, - 83Q9' - 10Y4 � � T, . F'. = 8 15'- 6 � � ` � � �: , � �'� � , f � fi s .��., r , x �� : s ¢ ���4s� �pC1G oo � � �7 N a ` ''� r.. � � 12� t� 't.�P • ____ �_ � STEP ��> � STEP � � x 4 � � � , , . . F � .. . .. . . .. ... . .. . . .., . . , . ., . . ., . . ., . . , � A ` R� T. O. F. �p� T. O, . 5.. .Y .�s.` v.2 .2v 1- :':z; �.. ..Ya: , a� ..a..a5.. :.<. ..c. `1 �^ ,��, •� � � . .e.. ,� .:3,.. , n..: \� 1- . �;,� �o„�;� � Y .+.a ` 2.� :'� ✓. .v. .. . ... .. ... .. � , .. ...yCa .. ..+ . ... ,. ..o..}���.�.�._,..az� , . �,.., �:... �:. � :� e.�. . a�. ..�+..lt . > a.1..i�cW�r �i:,Y...+"' � i�� .A� . b. 'a�. � ��. L�F+�+,..� � .y��, �y�.� � r��i � - :�u�Z.�T .�2.L .. "r?^a��.��Tc�, � V . a,li. . @. � k �� 2 ..t::` . : .L'.:.:: :i :k:.. .Y; .f � .t� . a ..t$. ? ••R. • •t:� . � 2*� �-`.. . <,., ..t. , 2., `..r .a�.l :b o ic.. Y;�24. .x'n. R Y ' 't. \ P \ .�5, .� �� � \� ' � ^ ..a' Yi'i`'.u'.si�., :b m a a .ts ♦ : ct.c . .A , i"ai . , `r` „,�. ;:�. .. a., .,.a. :L:i:.a x,.: .3. ".F . '.\. l.. � t"'S:: :ti': ` .Y'�,�@`\".f'�::`\ ` �.tk`i2: .`:'{.• •"i � � Y i`\: 2\"^ � � . t,> , tt .2:'i2` .'�tt � \ . ..'.'� \ i2tQ.. ��.. .\.\ . .2 . ^'@.` . �.. zr : . o ,t. ,o .a „ .,Y "t:�� :aF. \�:;`,a.,.�:az.., ;z:�.z:C.a`�a. . ��2r:a�.ii::t^ ¢:�;, z;�. ' ,a. a. . ..�a .+,.. ;ib,,, _ ._ ._ �� � 1 O� ' i , � � i :�`' � _._ __�_. � C� d- �^ � � .�....� � �. � � _ _ _ �.. .�._ }Y l _.._ _.. r. � � . � � � _ _ _ �*- �'_ � . � � _ _.._ �_. e � .� _ �i� � � �} � � � ( .�__ � � � rn t�., `v � S6 ° �- ° � : � " � � _ , ` � f,� ( $31 ?' - 6 � � � '� �o y,, � � �' � „ � a T. �. W. - 8319 - 9 T, U. SLAB •. � r. v�"'i �� 832t�' - 6 8320' - 6 � � 12 I� � 7; ( I , � .� (/} � cs, �.-• .� �� � _ T. O . S�AB T. O. S�AB ,' � �i' ' � � k 8„ 8320'_ 3/ �..� T. C�. F. - 831 � - 6 � , � � � � 1 �� �$, T � � f`. : ° �. �. �. - � 'J�� � 3: ;} d- �� x; T, d. .�7. �. B � .�"i^� � ` °u Z � � ; ,� . • • �- �-° � ;`r N 00 ': � Yz: � '; 2 + ���� I a'�S:a ( Q '� CL L�.. ti �'' �e � T. C1. � 8� "- 2 � �,.� STEP ��� ( a � I =� I BM . � �� � �� �� � � L�. ( T. O. F, " . �� � J � �° I f a � T. O. F'. ' � � I ( I PKT. S7 � � � � � � > p � � ` �° �((� � �; � wn m f�„ /�!1 : .�1 ____ e y�2 _ _ ,�..: i.L LL! V ' u + �,� \�p � . . g$ °y� , t :., 4riYc=. Y; �,`. . �a. `^."�'Z "�� . t"". �` � ll / d> :�:! A's, re' ' f +� d f� p � � � , �+ii � � '�� � . x� `z zo a. a a rx ��} .. '� � �..�i\�ii\�"' � � W a M � � =Z�t„` 4 �2µ �� � n' � t - �ar � � J .� 2 � � � ,� - -�a ffi- -� - � m - � ._ _ ._ _ . _ � ^ T. a. W. = 8320�- 7� � _ � � � � � e_.f. �T. tJ. W. - 8..�' 2{J� - 2 � � _.._ _ _ - � t`�D =. 4 � � � 2 T. O. F. - 8349 ' - 14Y . O. W. = 832a - 9 � � � � � p ,- _ _ _ �� � � �' ( � T. O. F. = 8309 '- 14Y �� T. O. F. - 8313' - 6 ,� �- `�' � T. O. W. - 832Q - 6 �� � � j T. O. W. 832 ' - 1 {° E { � ( I i� �� -� � o � T. C}, L. = 8320 - 1 .� SL_._. _. QPE � S� _ LC}PE_ T. (?. F. = 83 9 ' - 10Y,4 „ T. O. W. = 8320' - 7Y2 1 ' - 6 " ' ��� �' � � m c.� �- TRo. �. = �3� �3- 2 ` �� I � st��s s��� � � - 1 � � I , 1 � I � I I � �� cv � SL.OPE � S��OPE SLpPE � �� 23f�„ T. t7. F. = 83Q9 - 1 ClY4 �� �� g , � -+� �' Q � SLAB S�.AB SLAB SLOPE ( � � 8 � z= S7 �318 - 9 u� a > � � � SLAB ( �� I T. O . SLAB ' '� � „ � I � t � w �� 1 ' � � : � �� � ¢ ' „ _ ..�". ' ( �831,�0' - 5Y__ � ( EDGE OF SLAB � � T. O. W. = 8319 '- 9 I �k, -' -, W W 1 - Q 8 T. O. W. = 832Q'- 7Y Y T. Ct. S�AB ,� „ ,:. T. a. F. - 8315 - 6 ;... � � `�: � � � �r> � ¢ Q � ��2,f T. ' - 1 � � � � f ( 145� � 2r� 3 - 6 ;r � T. Q, W. = 8319 '- 9 � '`_ � �f7 � � � � J � T. Q, F. - 8349 ' - 1QY� � o w I y „ � :; r STEP �, IT: O. F. - $31 �5' - 6 � � �z- I vy v� cn v3 I � I � � � � - � ?-, T. o. F. . 1 � : � . �� � � ` 3 i�, •- � 0 , � ' `�>;�.�;�:�: � . ''°' '' � y � � � �, x _,__�.�..�_._.__.��.�,�_,� � � � � �� . 1 F �r S6 � �,. �: � $320' _ g � `�cc�a 8320' - 6 8320' - 6 S1 � � �� EDGE OF SLAB •- BM . �� '. SLOPE ` �`� �� :�r;,�, �� 8317 =6 � ° � T. U. SLAS T. C3. SLAB 4 �;;, �, �1 , PKT. �:�� SLAB � ��'�'` �"?�� > �> . , � � T. O. S�AB S6 �� x � '�� �::��. � �� T. O, SLA . _�-- � _ `� _ _ � _._ � ._ T � � _ > > � j - - - - � _ � T .._ s - - - - - � ._ � r��. � '� F �3�� � �- � A - - BM . �°• T. O. W. 8318'- 2 � F-+-� � � i � �. j � � � � � g � � � � � � � PM � � �. � � PKT. ' �t- 10 � � T. O. L, SLC}PED � ° � � 1 . O. W. = 8320 81� \ 7. O.F. - 8349 -- 1 4 I � �.�{ �v ! - - - `� - - - - ''' - -T.�Q u!.-=--�?:�C}' =1 � I `- ___ ______� � ( T. (7. F. - 8309 � 10 j 57 �' i� �-�-f k Q � �, � - .. - - - - - - - - - _ - - _ = _ _ _ _ _ , � -� � I �r. o. �. = s�os '- � oY4 I � �- ---� � � � � � ; � � µ �., T. Q. W. = 8319 - 1 ,�. � ( C� ,; � � T. Q. F. = 8317'- 2 I 2, _ 9 � „ 7. Q. W. � 8319 ' - 10 7 STEP � �� � �� � � 4' - 9��4�, � ( I � I �� T. Q�. c�' � � � �4 T. O. F. 'x , E I � � I � � T. �. F. = 8317' - 2 S6 : � r*� n � � � _. � ._._ � � � - - - - - - - - - - - ( - � � � ' � � _. . � _.. � � . � � � � �� :�� �-�� � �� �, � ;_ � t;�; � `� " Q.� ''`� . Q. W. = 8320'- � � � � I � � �� � � �'� � - ` s� � � } � � t� �}s � � � � � I r. c�. . = s -- � �r. a. w, ��za' - � o� � ,_ „ � c � _ �� , » � `� ° � � � � T s c� �, ��,2„ � o _ $ �� � `� �� ,�-� ` T. 4. �, - 8317 - 2 ' T. 4. F. � 8309 ' - 10Y4 I � Y� r � I . . . � I ' � � . I I 8320 }-- 9 11 � � ( � . � � . � � ! r� �• � T. O. �AB �C �„ Ct3NCRETE SLAB ON 4" CLEAN I ( � � � 1 � � , _ „ „ GRAVEL BASE UN UNDIS7URBED GRADE I ,- ,� I � ° � � � �' I � OR COMPACTED STRUCTURAL FILL PER F $ � � ;" � r � � g„ SC71LS ENGINEER . REIN �ORCE SLAB � � �g T - ' - 5}`4 _ t �� � � � � I I T. O. W. = 8321} - 6 ��E � I � WITH 6x6 - W1 . 4xW1 . 4 WELDED W1RE �� f . p. . = 8310'- 0 T. fl. W. -- 8314 - 3 ; ;. � w � C� . I � � I ( �I T. o, �.. = s�oP�D �; r--� l'. 4. F. = 8314 _ p S�AB STEP FABRIC THROUGHt?UT. PROVIDE� 1Y4 , � T. 4. F. = 8306' - Q � _� �' , ,,,t I I � (Y&" f FT. � T. O. F. TOQLED CUNTRO� JOINTS AT 10 - 0 � S6 o I T. C3. �". = 830$ � 8 � � � STEP 8�11 - 6 � �•v � STEF B MAXIMUM SPACING EACH WAY. � ' � � � � �� �• �• T. O, SLA �. � - - --- - - - - - - - ; �::::. = G��:�. ���ar ,� � T. O. F. � � � .� _ � c° � � ^ � ._:._ � � _. ._ � ., . � . .. :`± . i _ a : � �r� ���.. .,y`ft � > �:'> . �U,., yar.."�• � . �, OM . � � "�•... . . �ti : � � � NORTH � �- � � � � �2 0 � P�tT. S� -� � � �, .�� � �, -�°� ,+� . �a _ � �x � � 3 T. O.W. 8319' - 7� � 1 T. 4. W. - 8319 ' - 7�fa � „ � I � � � � � � °��-�...,.� 2 � � � :� � ;` ���� � � � � � � � i � � �� � � t�6 �� SGALE . 1 4 - 1 - 0 2 ���, _ � � :� :� , 4 - o s3� o - �Y ���.�` se�. � ,� �' ; � T. O. �. - 8317 - 0 .. � � T. 4. L. � - °� � ' ..� (" � � T. O. F. = 8314'- a ( � ; . O. F. - 83t�9 '- 10Y4 T. O. SI.AB I I �1,�� ••"`..°,�, ,� � ' PLAN �lOTES � ..,.� , ���.r". � '`��+ O � � � 1 � � plt '� ��N � � 1 . ELEVATIQNS QF C NCRETE F�UNLATfdN EI�EMEN7S IINC}ICA7ED C�N P �AN THUS: 8 `' ( I T. Q. W. = 8312' - Q U � y S7 � � T. Q. F. = 83(�6 '- tJ :r- - T. Q. W. = TC}P aF C NCRETE WALL T. a. F'. = Tt�P OF �QNCRETE FQQTING S5 T. O. W. = 8315 - 3 � � � � � T. O. L. = .,�� S6 .� T fl. W. = 8310' - 3314 # I I I � , � �} „ i� 2. TOP t}F FOUTING �LEVAI'lQNS ARE BASED 4N FlND (NG ADEQUATE SOIL BEARfNG I I : I ^ t_ " I r• ' } � C�NDETIONS AT THAT DEPTN . CONTACT ENGINEER IF QVEREXCAVATION ! S REQUIRED . 1 , �„ z4 : „ T. O. F. 8309 10Y4 � T. O. �, = 83Q9r- 10Y4 ! � ��/ 1 ( � � � a �4 � � � � ;- T. O. F. _ $3Q6 - 0 � ( � 1 �* 3. STEF�S W TOP t7F CQNCRETE WALL ENDICATED : � ! � -- ° �� �, T. O. W. = 8 1 ' - Y ' _ � vy � � ; � I �, 4. COhlTINU �US G�N RETE FOOTINGS ARE CENTERED ENEATN CONCRE�E FQUNDATIQN i�. 'a ; $ T. O. F. = 8308'- 8 2Y2 T. (7.4SLAB o0 WAL�S UNI.ESS N TED 4THERWISE. STEPzV ' ( SL{�PE "'�"� T. O. F r � I S�AB Q 5. CONCRETE FQUNDATI {�N WALLS ARE 8" THICK AND I CQNTINUQUS FOOTINGS ARE 8" � � �. ` ^ ( � ` � � � � -.. I I I 1 {Y�,,'/FT. ) I � THICK x�@£) t�NL-E�sS-t��3`E@- C�-Ti-l �f�±t+i-��:- -� - - - � _ _. - � � � � � � ._.... � _.._ G ..,: . ¢:4 c ;;,: , .z� ..a..\...i,.. .<,^..z�.,.'� .:a,..\. r,zs .;A.,;,. � ..\..�.,�ur..,�,i��, 2.. �...,�.?Z... - .�.J�'t;� . ...e: hu ut . � �`..a,, a.,,.< � yv*�s� a� � � 6 . ALL OPEfi� lNGS A D STEPS IN CQNCRETE WALLS S ALL �E VERIFIED WITH ARCHfTECT 2;; � : ( T. D. W. = 8310' - 5Y4 j � � AND CC7NTRAGTO . �� � f 13 ,� T. O. W. = 8312'- 9 T. O. L. = 8309' - 14Xa � T. O. W. _ $314 - 6 � T. O. F. = 8306 ' - 0 � t" � 7. PQS`{`S FRC1M ABQ E ARE lNDICATED . �il ' :` T. O. F. = 8308' - 8 S6 � � T. Q. L. = 831 (?'- 0 F tv � " cv � STEEL CQI.UMNS FRqM ABOVE ARE INDICATED. OO ' °�' A = . T. Q. F. = 8306 ' - 0 - - � t��Slf�Cl �d �7 � � M � �' ( I I " �' �' s��� � I 3 I � �! JM 0 CLR 8. D � NOT SCA�.E DF2AWlNGS. �� °� STEP LEDGE } 1 � T. �. 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Al.L EXPOSED HEAVY . ;.�a�y' �.`s:�`f;�,��; . ,r qjkR�tlQ 8 7 6 5 11MBER ELE�IENT5 TO 4 3 2 1 '�""'���� �i�t# �g�'�'`� BE S4S. �� � �,� ��� , ��$� � � 73/4x14 LVL STRUCTURA� � 14" BCI LOOKOIJTS C� 24" , TYP . SI� B - FASCIA TQ BE CONTINU �US � �t� ��� �� WHERE INDICATED , TYP. �� CONNECTION ' � � ` �o � ,,�• � PER ARCH . ��,. „��,�► � � �o �o -� �c, ( �ti � � �o ��l�N�"� ,.... ': �t $ ,f t t I } ' , � � ° ' �!� Q�' \ � � t�,,� � 11 ' " . 1 �� p � ��� ° � � � ° � ��� i d � �� 4 � 3 G� i � � � � � / / �� � � : ; ......w..,.,.._.,........,«..,. � .�.W.r _� __ ._.�.�._.. _.�.-.�._.. .�... � ( _ ) - 1 �4x9 LV ' S5 � � � � , ; �� � � € e W 12x26 + _ � � G � 3 CONT.� � � I I �/y�y�.� � � _ : . I (�{�'�� � —� _.� f �_ .....�...........��. �............. 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LvL � ( I I c o � , ' i j€ e � i 3; E i �� j€ � � . � i �' �...».............�..........,... . V 7 � C� �...+ � i � € € d � � � 3 ii f�e I � � i � � � . f: .. ` � � '�,✓ - ___.____�_____ � — � _ € � .� � �q - � � — � ''� � � — — — — — � � 4 � n � �. _._ � � �....,...,.. �...,...,..._, f � � q i ` i �� e ,� � ,___�_ � '°°`_"_"."'�_`_.::_�_ � .,,a........................ a �m g �C '� Cl. LL \ : g � q � � � � � s � � t�'3- .. ........_.L................_., .,..._.....�.,.. ..��,....�.v.���...... ,;, ,,.. F' 4) _ � � S � i � � / k, �+ � �- � � ' � � � = y ��-� , � ; �.� . ..,.. ��� � ( 14" BCI 9 C� 24 ' �. C, OR x' � �}A YP. � RA�TER � a� � � � . ( 2) 1 �4x1 LVL i � X � � ` � a g � ; [ # � � '' �` ._._. --��� � ( 14" BCI 6 00 � � 6 " Q. � "��,,� L0�?KOUT BRG. � ( � ,� ` � : � � _ �, : �� � � .....�.._..�..�.._,....,..,..�.............._...�.. �` � � I I � rn - � �, ; � � f ( ? € ,, . � �� ,_,,,� � ` � � j ` � �j € � � � �� ; �`� ' �: ..�._.... CONT � CT EN R. 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' � ._._ � � [ . .. .............._. .... ... ...:.,.. � , , . . .... .. .... ... ....�..........,_.. .. . �_§__....._ , � a � s :.. —� _ — � � } � � � �a � s =. `.�.`.....".� .� t __ _ ._ � ��,-F��' � � , _ � X�,+� p ,�.��'° �` ' �` ,�..�.._._w,.._.�.�.._,.� � +��.... `- ; � � : � KNIFE F�,: Y�" x8x0'- 10 � X � 3 i � g I� ``�1� € ; � � �� � q. L`'��; �,`1�1 � �I.::.�.�......._.. ...�..._ � ...�. � ��' �.. . .�... � 1�� L TYP ( ¢ � � � W - 3/�"� _ ! E � , � � F � � ( � — � � _ _ _ � ` ' € � � s5 = � I � � _ � w � ox3s ( s�3o'- �Y2) P ' � ° � � � 3 � c� i ►-� _ _ _ _ _ _ _ _ _ . � ` _ �-�=-;=---=.��, _ _ _ _ _ _ � _ _ . , J r � T .� ._............ ..._..........�_. �. • ............Ea (� � . ...._. ................ t .................. . _...».._................._........................,.........,....._...,._.._......._...._........_ ..... ,........,.,...,..... T Y , )f /'�"1 � � �.,.f � QTYP . C� RAFTER 8c � —,� — 4x � , 3 � `�„' '"�''� L�OKOUT BRG. � .�--..�. �0 �.�- M TYP . = I C )�' � � � J � � fi CANT. ( 2) - �VL' s r2�� _ {N� TYP .-�''���� 4 i �THR - B LTS � � � � � � C� �,+� r .� �.._...�.... ( 2) - 13/a�x7Y4 � S5 � 1 3 � L LE GER � Wf ,.._ � � � I I � I ( L�DG LQ SCf�EW C�➢ .� r-� � i I ( � � 1 �, a� c. , A. TUD � 3 � ( ,c�"- � � -�-� � (� EXPOSED C 12x2fl. 7 BENT S7EEL STRINGER � I � � � � c.,> o z <- � � ( GRIND dFF MILI� MARKS AND PRIME FOR PAINT F1NfSH ) y ' ,r „ � ., ,! � � �` � � � � � 1 B I 9C� 1 B�I 9 c� 6 , C N G1 `° ■ , �+ ? : 13/4x7Y� 1.V� C� 16" U. C. X i � 16 0. C€ � � '' B T . � aU � � � I I � .�., � i I � � � � � ��,� � `" � (�,} ' '� � � I 1 � � ' ! 13/4X14 LVL LEDGER W/ � � �`y� �`ti+ � � � � 6'� +� ( 4} - LEDGERLOK S�REWS C� I � `ro� ( _ � � �� ( I � , _._. � ._._ _� _ ._ � _ _ Y � � _ . 16 " O. C. , EA. STUD � � - � 5 4 � �� � _ ._ _.._. � _ . . � .�_ ____ � ._, �.. . � • r-� __.. : — , ._ .._......._.._._..._._._. ._.._..____, ` ��,,���" — — — —,� — � • a .__. m � _ _. � �'� � � � � . , .� � � i � i d�,,. 4�. .�.�.. Q� TYP . � � � � � S7 DOUBLE J01 � S C� � • r-� c� G � � � � � � .� _..._�_�........�._ �.....�,.. co�N �� s w/ r'�`~�•` Ga � � � ' ' . STRUCTURAL CC� I ! I � �� � �� ' Q� TYP . � � � � � I � SUB - FA5CIA, ( TYP. r-�.� I I I oc� Q� � � � r � � 1 � n ►�" C, G , � � � � � � � � � � � . . �, f t �_...�..� ; � � � �{ jj F � � EXTERIOR� HEADERS ARE: � . � � � : � � _ � � � � � I ! � ( 3) - 2x10 s Wf ( 1 ) - 2x6 � � ; ° d � (� � � TRIMMER AND { 1 ) - 2x6 � � ( i � � � i I � 14" BCI LOOKC}UT� C�D 24", TYi� , `� � �� I � � � ; � , , � ; O I KING STUD EA. �IDE, TYP , � � ; I � , � � �} UN �ESS N �TED OTHERWl5E � ` � � ' � € � 1 ' B I 90 � C�9 1 " O� C. � � �-�,.� "�/ r-�# ; � d � � � � � � � �y"1� 13/�x14 L.VL S�'RUCTURAL. � � �+�' � �,,+�' � � � � � � SUB -- FASClA Tt3 BE GCINTINUQ S �� -�� � -��' ; � � € -� _ � � .-� WNERE INDICATED, TYP. �� •, f � �� t �� ; '' _ ¢ 3 � I ° I ' s � \f��f ' I � T � � � � � __.. — — � _ _._. — — — — i ? f �` � '�' X � � � 3 . . � � � �... � e _ . « ' � � __.. � { I ! �......._............ . -- —� : ' � � • ' -�` -- � -- --� ._._� � G '�""� ._._...._... ._._.._.........._. ._.__................. ....__......._.__. �._..... ......_.._.._._..... _. ( 3} - 13/ax7Ya. LVL ... ............... ..... ._..__...... � � � � � f � � ! N I N ` �J.,.,.,.�,-..�., � '�-i � � � �✓ ! _1 j � � � t � � � E ' � � � � � r`^, . � N g R TH : Q' Yt� � � r � TYP, ; r � l � p /-� ` � / p {� cp, /� I p I ! ; _ � � V � � � 1� � � � � � V V� Y 1� � lJ (� � [�+ t-'� �� � � � (-" � � � S C A L. E : 1 4 „ � � , � � „ , � � � � 3 � � . I PLAN �1t� TES � ; ; � � � I I �, � i � � . . . .. � � 3 . _. � � . �: -r� �i-c��--�a� �u�-�� �w��.��--�c--i� ar�A��� -et�-���tv �� �: — _ _ _ _ � _ _ _ _ _ _ - _ _ _ _ � . .. . . ..... _.._.... ._......._...3................ ._..._..._.. ...........�.,. . ....... ...........__ .�....__..�.._.........., . ... _ f _ _ _ _ deslgr► ed by . . ........_._............._ .. N JM 0 2. POSTS BELUW (ORIGIhlATING �'ROM THIS LEVEL OR ABUVE} ARE IND { CATED. ,� ! i +� � , � ��+4' r`�'+`O � Dt7UBLE JtJISTS C� drawn by JMO j CLR � Nt�N - CQNTINUOUS Pt}STS Ff� C}M ABUVE 4R CR{ PPLE POSTS ARE INQICATED; � 1 I 1 � � `1�� , � I CaRNERS W/ � �}� ����d � Y TDN � SING�.E STUD TRIMMERS THAT Qd NOT REQUIRE BLaCKING BE�OW ARE INDICATED : � � � ( I � S�'RUGTURAL ) �IA, TYP . C�D RAFTER & SUB - FASCIA, TYP . ISSUBd 3. Al�L CC?LUMNS ARE �.ABELED AT THE TOP . L�OK4llT BRG. 4. F�OOR SHEATHING IS �fa." TQ GtJE AND GRQOVE APA STURDIFLaOR, EXP . 1 , SPAN RATING 24 Q. C. PERMIT � �7 ,�C79 f 13 � 5, (XXX` - XX") INDfCATES TOP F STEEL BEAM ELEVATION . WOOD BEAMS AT THIS I�EVEL, EXCEPT � � � 7 �� ��� � F{ EADER �, ARE FLUSN WITH LQ�R JUISTS UN �ESS NOTED (QROPPED� . � 6, " (_} " INDICATES CUNNECTIt7N TYPE - REF. S1 FOR SCHEDULE. � �'�' ,�a� �� �€ �� � § �. �� �. ,�a�TS �� � � T�� e� scx�o � .e o � s� a.c., TYPICAl. UN4ESS Nt?TED OTHERWISE. � � �� � ��� � � � � � � ��� � �� 8, R {�QF SMEATMING lS �ls" APA RATED SNEATHING, EXP. 1 , SPAN RATWG 40f20. �`�`� °� �� � � � ��� �� � �� � « �.. �� `� �t , f � ` � ���� ; .�,�.�..� . ����''�`���� 9� �!.!. R�OF` RAF'TERS ARE: 14" �CI 6t}4Q O 24", TYPIGAL, UNLESS NO'TED QiNERWISE. ` �� " �, ����, � �, � ���� 10. ' ,°` :���` ,�� F�` .�� 1NDI �ATES ROOF OVERFRAME. QVERFRAME WITH RAFTERS Tt} MATCM SPACING 0� ROOF , � � BELUW, WiTN 2x4 CRIPPI�E PQSTS TO RAFTER OR 1"RUSS BELOW SPACED 48" Q, C. MAX ALONG EACH , �"��� � " �`" "� � � �'' ��1 ��t OVERFRAME MEMBER . _ JOB �13C� 6 - 12 , �¢ — — 2x6 STUDS C� 16 " �. C. W/ Y2'� -.4A,; PLYWD . OR 4S6 SHEATHING � 5 . � � � fi�; ���,, .; . �R ��� � . ,� �:, LTW�'. CONC . , TYP . ,,;.�.;�q°°�b3�t�°'�"ati�r,� 1 �x1171s t75B R ! M _� - --- �.._ SEE PLAN . ,����.�� lr�,�� . r�u. ac�os� H�w � ry� /^� � p�p �}� �►��a � � � � � ��� �� �� . f . Ll. P LYWD. �ML'iG[ 1 V �E rlR�7 � . r ..,.„�,..,,..,..�,,.._......_._..,.,._,,..,,.��.....�...........�...�........_...,...__..,..�....__„�.....,...u...w,.,....,._..................__.... M....,...w,., , .� ... � �� ,. . � .. . . , .. . _. . . , .. . � . .. � ; � ��. � . . . �_.w. ..,__..�.......�.,�..�.���..,. , ...,., , _.... ... . .� �_.. ..,��. , ..W,....�., ....w.w.., .�.�...,.�................... �., �.....,._..�...._�. �= � �� 08���� ��' �1 � - �4 �t?N7. NOR12, t� T�P � ; : �'�,���� ���"�'� i ' - - - - - - - _—� - - - - � — — — — — — — _ _ _.-� _ - - —,—___- - - - - - -- - - - -� .- -�__.__�-__= _._ ___ L... ...� � � a ( ; S5 � ( � 07/2612013 STONE VENEER � � �'s�f I - JC}ISTS PER PLAN � I : � � � I � � � : ( _ �� Y �................. ,..,. a � i PER /�RC{-I . � \ d Y2�t �X1 C?°' A. B . � S C� '�$" Q. C. II�I � k , ? = I ; I = �� � ; � � : �� , :���� � ; � � � � ! ���� ° CtJNT. TREATED 2x6 f� ? � � � � �'- � ? � � � �- 0� ,� � ,�, s�� ��Atv ,, � I � w � _ ; � ; � , � � — �, T. 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C. �- ��; ' C : ,�� ; � � � � � � { _ � � ' � � �_....�...�a . v.�...,...�, LC7CIKOUT BRG. � ; � c � �;� a >r i = ; � _ � ; _ � ; �D� g" .�� � p � ; .�: ' _ _ � � ; � _ � : ; � � � � � I z z � #5' s CQNT. HC7RIZ, @ 1 fa " Q. C. :;,} . � ' � „ � ; : � � _ ' � ° ,� ; ! ( (� � STI.. BM . PER P�AN � ,.�� ( � � ¢� 14 E� CI 90 i� 24 ; O. C. C�R ; � 4 BCI 9m C�9 �4 �U. C . � OR � ��__.�.. ..w. � ( U � uoo°� � ' ��:: � �. �� � _ » ' ( 2) — �5 s CONT. HUR1Z. '�-�� �� � ; � 14 ;BCI 6400 t� 1�6 0. �, F ; � � 4 � CI 6500 � C� 16 O� C. � . .� .� 14" BCI LOOK4UTS � 24", TYP. , ll . N,l4. ; � � c� TC?P & SQ1". p �� „ ? :w= ; � � � � i � _ � � ; � I = � � � ; L �- ,�o � � 5" GGN �. SLAB PER PLAN { 2} -Yz �x4 LAGS �� ' .r..s�,:µ.�.._1� ..�„��.�,...... ,�....�,,...�,�. �......,�w..,��._., ,...,......,...�,....,, +� ��� �...v.. ,Ka.�,.. .� �.....�_... �_�..�...........�.�.....w.�._. : .. �: . �`• �: � ( � � 2 = j .2:� ;: } )t . ....\r...�.��. ,,r.. . .,, �� , � � � : L... ,. k 2 = . � 5 s TRANSV. (� 16 O. C. . . �£ , �...,.� ..��....�. ^` :. r �� � #' � � � � � � � _ [� � m � � ` x : � ..._. � � o,... A�fGfV FASGIA ..° �;, ��.' � � � � � ; ' � � � ' I o � . �.. 831 t} - 5Y� .,,, �2,J�� ..;:� �p : � _ ? � _ � � i i � : � ; I � 3 � '""""' � .� ..,,..,, .,...� ° ' a T. C?. SLAB '�; BUl�T- UP STU � COL. � `� .�: '� � r � � i ` � _. � .'' - � . -.. � } z x � z � �—�— Q ..,,.r•4^ � �•�...r � [� . , .,� a�'' n�, .,,,{, „ . � € �} � � ' � { : F � � 1 € .�. , ,�............. 'r^arJ' I � � (A a. � . .- 3 .,�, cv � . • �, PER PLAN ..� ;_� . ._. ,.� ? i � � � ;I_� r•. ' � � � � � � I �{`� 8309 — 10 : � �-� .,��., ,�� 1 ��x14 L�L ' t :t�'� _ ' _ � � � � _ _ �F' o w �`�' s z i ? � �..u..�.w� I I I , f� ( a ; � � T. t�, F. . : -4w r �° } ] _ � � � ; � f � ; , ���,.��..,� ...�.....:,�.�..°�,°��� . . . d . � : `� �" RIGID INSIiL. PER ARGH . , TYP . � �S � �. a8 4 ..... { ` f j .�/�// . „ �.._.,.,.�._µ\..w�.w..�..,.'�,r.a...�\...✓<\,,....>,+`....fl......«..`h....=\w...,�w,r\,,.'�.........r.......;"'°a{ � __ _ , { � � L` � �._ � z _ »w,,. .......,..... _. _ _ __ �. e_I \ _._ �+' : i � t f e _ ? F i � , ; : � ' f �,,., ..,.� � ~ ' � ,......,.,.».......... . .............. ...,.....,....,...�....,,,.,.. � ____�� � � � � • 4. � . � � �`����������''-` ( 5)- �� s CdNT, �t7NGIT. � � �� � � v � . � � ''�' ; � � � ' 2 i �� i`1' �.. ,`.. ;.... ' � � � � ' \ � i r. 2+ � � � -�� £ ; € � � � ; -� . � . . . , � � ° . � r,� ii,� 6 = ? i 1..� , � � z 1..� < : � � ; ' �..� � ; . € , PERI �fETER DRAiN � ' . „ , „ , . . . : , . _ '.. . . . ` . � : i � . , � � � � , € _ � S5 � �.�....��,w... . ...�,.�,. � �... ,w.,. y.,� � �i ......�....._. _. .�.�_..�....�._ ....._�...m_.�._..� = D . F. x18i � ' ' ; ` _ = D. F 1 �x1 $ ; } „ >, „ c� � SCALE: 3/.� = 1 - {? : : , . . ._ . � �:�'���;:�:t.;�:rv.; ,��� �. :�h�>. � :: g °.,. � '*�c�U PER SC31l.S EN �INEER 1 - C} 8 4 � ..... . ... . .... , . . . • _ � _ � ,....�....,... ....�.....�, � ___. _ � �. — — ~ � ,...a.............. . ....... �. ......... �. ....�._...w ...�....., �< : : ° K � � ___-� � �� _ o,� �� - - - - - - - _— — � � ^ _ � �______: � ��,�_ — — _ � — �— � -- i ° . � — ; ; ''r' r`� �} -rY� ; _ � � : �'�r : _ � I � � _ '� : _ _ : �° �.� ..� ; _ � 2 , �, �,� � �.,�,.,� ..,�. _ . • r-f SGA�E: 3/a " 1 '- 0" �.�w_.�,... ..��+.� .�.�...��..m��.,�... F � ' i 1 I r- S5 I — JOIST BLKG. BTWN . ? � � � ' �` i ` � . � � _. __. _... . . ..... ._._. m. _. _. _._._. . ...�. ._.._.__..�.. __ . .___. . .__. ._. . m_ _. __ _ � ; ' ' � i € 2 1Qd NAlLS IN ?� .. .... . . . .... .. . . . .. . .. . . . . : : � � � � ' � I t �� LQOKOUTS t� BRG. , TYP . —=— � — --- — — — -- -�-� WATERPRQQFING, EA. LOOK �UT, TYP . — — — ��.- — : — — — , — �_ . •-'�'. �4 `,,�.,1 ,. . . � , �n '; .. ; r Q � �4 ( F� � ? . 1 x3 4 LVL � . � : � . : : : aRAINAGE �3QARd , AND � ul ; : : : ; �� .....w. . . � I � FINISHES PER ARCH EQ. EQ. . � . , , yW,~.,.�. �`�'�� " � 3 Nt?T SHOWN ,....,._��.._.._...�...�..�.. ( ("2� � I ' ; ; �'�� �.�.�.�.�..._._..._,...�.�„ � y \ 3 ? f ' � T E ; i .,,...,.,.,,..,,, .................,,....., SNEATHENG PER PE�AC� � ' � _ ' ; � � i �� � farr.v.v°.. ..�v�� � , � . $ ',�2C?' - $Y ' s � i . •r � 9 � � 6 = ' _ „ ° � .�t:.,.....�....u.,,.. , T. O. PLYWD. F ' T. O. PLYWD . J � ; ,� 4�� B�1 90,TC� 24 G��G. (J� � . X.u.�..`��.�..`"U..... ( � : . �� ( > �. � = 14 B�I 600� C� 96; 4. C. ,� � ( � Q� -�=�=-� < � • ; � : �� � . ; : ; _ � I L(�; TY�'� p Q TYP . � I = . . ; ; .�,.�, ....���.. � . . ,,.�,.� . ,�..��..,_............. ( � � r,, cy : = s = .— r*� �� t� � ��` � � 1314x14 LVL � ...,. ; _ ; �... ... I . .....-._ ,: — STRUCTURA� s4 „ .- B T�(P, � ' ; ; 7 ,O � • .�� ( •�►-� ;_� 1 / x14 LVL C� 24 0. C. �l ; . : 4 .�„ , . �,,, ...w � SUB - FASCIA, TYP . I - JOIST PER P �AN � � ' ^ � j ; _ , �... � �.�}�. ' �/ 1 � : ; : . °.°' £ RIPPED JOISTS � � : : �� ,�o� ��rs ��� ����s ;� z£ '`' _ � _ ' � i � � ., PER P�AN ; ' W = 12x14 � ....« �' ,....�. .N,.�f..r...�,� .....�,4 �._=�.. . ��...•• �,< ; 14y' BCI LOOKOUTS Q ._ � ..._ � w � � .:� : : —' " —� �R'i� ��—T Y r� f • ,..... {3) - I�EDGERLOK 24" O. C. , TYP . - . : : . ;���Vl.' s PER PLAN : ; : ' �. � `� SCREWS C� S" C?. C. � , � � � r .. � : ��..,..,..� �...w..:�,......, � �„ . ; � � : ; � � � � � �,.w� �....,.f�.,....�� •� .: �..... ,.,..... ....... _ ' ; ; � i 2x6 STUDS C�D 16 " Wi —�-- DaUBLE JOISTS (� ; I ' ; ; ; , „��.�.��..u..N.....�., ...�....M....-....,.,. � • � SCALE: 31a." = 1 ' - Q" S2HEA H NG OR OSB C�RNERS W/ -y�,6 = I j � � I STRUCTURAL +�+ 6 ? I 5 �f�a � � ��' " r � �� SUB - FASCIA, TYP. � �` �+� �----- � S5 � �� ,�^{+� � I I S% � I I I :.................... � , � .� 3 ScA�E: ���„ _ � , _ o„ I ,�,�� ; � I i I � ' � _ < s� I � I I I f I = ( 2) - 10d NAILS INTQ I - JC�kST BLKG. B7Whl . ���`� � EA. LC}C3K �}UT, TYP. LQC?K4UTS C� BRG. , TYP . N � R TH � � SIMPSON LSTA15 STRAP C� EQ. EQ. EA. FAIR QF' RAFTERS W/ � Q V � � 1 � � 1 'Yt I 1 V V 1 � � � SCALE : �I �- _ � — O � � { 12)- 10d x 1Yz" NAi �S " ' " � ______ coN �r, BEVELLED BRG. R PLAN NOTES � �^ ON BM . ( QO NOT NOTCH 1 - J41ST B�KG. PANELS BTWN . RAFTER: BOT. OF I - J41STS � BRG. ��/ 1 ) 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED (�N PLAN THUS: <v�{��°:a �:»�� ., �---� (� �- `-�-�` 2. POSTS BELOW ARE INDICATED; � �...,,��..� SINGLE STUD TRIMMERS TNAT DO NflT REQUIRE BLOCKING BELOW ARE INDICATED ; � � TYP . �--�� 3. A�� POSTS ARE LASELED AT THE TOP. �RUCTU�AL ���-�...� � � SUB- FASCIA, TYP . 4. ROOF 5HEATHING IS 5/$" APA RATED SHEATHING, EXP. 1 , SPAN RATING 40 f 20, (�„� BM , PER P�AN ��� 5. " Q " INDlCATES CQNNECTfON TYPE � REF. S1 F4R SCHEDU �E. t—i 131�x14 �VL �QCIKQUTS HEADER PEt� PLAN � 24" O. C. , TYP . 6 . RODF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS ( pROPPED) . �x6 STUDS Q} 16 " Wf RfDGE BM . PER PLAN 7. ALL Rt)OF RAF'tERS ARE 14" Bq "46000 O 24" O.C., TYPICAI., UNL,ESS NQ'TED OTHERMASE. �,�' PLYWD . QR C}S� ! - JOIST RAFTERS ( AL� EXPOSE� TIMBERS TO BE S4S) d�SI� Ci �C1 b �' � M C3 ��{ �q�-�{ f �y � PER PLAN 8, �` .� .�' .�� �= r�� INDICATES ROOF 4VERFRAME. OVERFRAME WITH RAFTERS TO MATCH SPACING OF ROOF SELOW, WlTH 2x4 CRIPPLE POSTS TO RAFTER QR TRUSS BEL�W SPACED 48" (J. G. drC]Wn b� JM U� C �R � SGALE: 3/�." = 1 '— fl" MAX ALONG EACH OVERFRAME MEMBER . 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L PER SCHEDULE .� Z r� � ���\� l!"�i � � (2) - #5' s CQNT. EQ. EQ. �i���i� °' : �%��i � ' P�RIMETER DRAIN PE� � ..:`'....;"'.�``•�...�..:�... �.�,�` ~ NQRIZ. TOP & BQT \ - � ,. ., ..��. ...^ � , „ „ �, - � :....: .. ., � SEE SHEET S2 � "7 SEE SCNED . �OR RE{ NF. EQ EQ �-' � 4 � SQfLS �NGlNEER 1 - 0 8 6 "� � OPTION 1 � �� ¢�r i� . ...... .. \,..�..t.....'�,......�..a,....y�.ra..•�,.,:�,...N�...�......, .� �� � �» + s`� . SCHED. WIDTH "a °.��..., ,�.,..�. — � � ``����. — `°."� SCALE: �'/4' = 1 ' - Q" � SCA�E: l4» - 1 , _ 0„ 1 TYPICAL STONE LEDGE `�.,.,..��.� ,.�...�, .��,,...�..�� ° �.a,a�a-�a :.� _, '.... �a S6 g�; � SCALE: �/4" = 1 '- 0" �CALE: �14�, � � ,^ �,� S6 S6 �I Q E� ��I J� C} �'J °° �) � ____.._ ..�._..___�._......_.._ �__....__� �. _........_. _____ � t � . . . . . �� .r- :�`. . `,1n��: � Q TYP . . � ��r�,r�� � SEE 3/S7 FOR � � � �,`�,�"��� , ��' �, lNFORMATION . ���� ��� � �. � � � � � i IN THIS AREA �--':.� � , °� _ . .. .. . . �c���� � �, . 3 � � � � � ����g � _.... .� ° T�PPING PER ARCH , 2x B �KG. t�Y BRG. , TYP . �`�, ������� ....�� # ; FINISH /TOPPING PER A�'pM�AX�, , STONE„ M (JRTAR � �"���a�� � 8318' - 2 � : ARCH . ( NOT SHOWN ) .. , _ , =-��----- ; T. �. W. 2' - 0 CHANNEL PEF� PLAN SL�PED � �'� �. �� � #4 DWLS x � . ti71'J�d17A'13 -l�--�- �'���r r' . C�? 24" O. C. �y� � �, d. �. `'`� � SLOPE SLAB I - JOIST BLKG. PANELS C� � � � .�,�... ' _ r� �,,,.r°"�.•�.��...-�•..�,...»�.,��,.. ,� „ ST�NE VENEER 24 IN F1RST JO1ST \ : 8320 - 8 ��..... � � � �,. 2 � 6 ,� ,� SFACE W/ (5}- 8d NAI �S �`.� T. O. P1.YWD. _ _ .� rn ,�-� ;�? PER ARCH . � � a 2x6 STUDS C�? 16 O. C. W/ Ya INTQ EA. PANEL, TYP. .W� f, ,i � � � � � � � � � PLYWD . OR OSB SHEATHING . � , � { 2}- � 0x6 LAG5 � A TYP. � � v`�i 8319 - 9 ! \f����\f�`��� Y2"0x10" A. B. ' s C� 48" O. C. 1 �" LTWT. GON �. , TYP . � (� 24" O. C. � � � � �l�,/��/�/r � ..w,F' ° � � O �! T. O. W. � � � .__..� d \ r��,i�tii,.r IN CONT, TREATED 2x6 R _._. � ____ } � RIPPED �VL RlM F � �. Yz EXP . MAT L : �!i�i -- �-- 832C? - 93/4 �..,..� 8c BLKG; .���......,,...s�,..�%'" �,.�.h...�....�.�...�' � � � � ° �.x:� _. .� `r��i 8320 ' - 7Yz �.�.......ry.,�,..�,µf ..� -� `�..' , �5 CC?NT. HQRIZ. C� 16" C?. C. SLAB PER P �AN � z � � � T. O. PLYWD. " F- Qy �l � T, Q, yy, �� ` � � � " � � RIPPED LVL' s PER PLAN Q •� a�. � A�JGLE PER SGHED , , SEE S2 ( . � PER ARCH . � � �5 VERT. C� 16 O. C. � A �, � � d STONE VENEER �. � . ��, . . . -- � . � � ' �° �' � d � � 8318' - 2 � ._ '� o���i�%����f��;� ..�...-�.� � „ T. 4, W. � �' z t7� h: -0 ��,,����������_ � ? 3 3 � � . � � � \�'�\�' #5 CONT. HORiZ. ts� 16 " O. C. 117i�" I - JOISTS PER PLAN � � � � � � , �,��: ANGLE PER �5 [}WL5 x � � g . ( 2} - #5 s CONT. �' � SCHED , , SEE S2 (� 16 " O. C. �-- � HflRIZ. T(3P & BC?T, , t= � � `�' °a �l� ( 2}- #5 s C4NT. HQRIZ. _ � SLflPiNG �EDGE � � � p � � +� � o � 5„ CC}NC. SLAB PER P �AN TOP 8c BOT. � � PER PLAN ,� � � � #5 DWLS x � -, -- . � m J 8310'- 5Y4 (� 24" O. C. �+ r CRAWLSPACE 4 � � -� £? ¢ � SCALE: 3/�„ � 1 , _ Oh u� � > a � � . . T. O. S�A� � 6 � � � ANG�E PER S7 c� � � :� � � SCHED . , SEE S2 8309 ' - 1 C}Y4 � v " rr . ' ` • "• F• � � � 2" R { GID INSUt�Al1CJN PER ARCN . 8315'- 6 � . '�.�;..�` � \ , Y� � � � ( 5) - �5's CONT. HC?RiZ. T. O. F. , ° � �� A �,.��� . #5 CONT. HORIZ. C� 16" . 4. C. , ° � . � rv co �, r . #5 VERT, � 16 " 4.C. �'` � . a . � 4 �" ' � o � , ,� „ �r „ ,� „ � — .�� Qw�s X � 2x6 STUDS C� 16» a. c. w/ Y�" � 1 - 6 8 4 � 5 6 5 � � C�D 12°' O. C. � PLYWD . OR QSB SMEATHING , � � "� � #5' s TRANSVERSE . � � y� fr O�i �.�. f � � !, "[ � �, �9 � � �. �i. o r ,,� c� a e, s » r""'� � � SGALE: �f4 = 1 - 0 9 3 ,� , „ Y2 �x10 A. B. s C�D 48 O. G. IN yf r r� r.�. � SCALE: /4 = 1 - 0 � N � � s . � r'`�'� i �� � (2)- �5's CONT, CQNT. TR�ATED 2x6 �' 1Y2„ LTWT. CC7NC. , TYP . • r-1 8309 - 10Yq. � HORIZ. TOP 8c BC1T. F-�-� 57 57 ,`�' T. Q. F. °'� : °. �, 8320' - 9�14 ._. .,.�.... _____. .�. .�..... 8320' - 9 �'4 � � � �' ' '•' a �' , �� T. 0 W. _,,,r, SLOPE SLAB . � . .__...._._. . _ ..__.....,._,�.. . .. .,m_.___._.... � T. O. PLYWD. � I �' G � � � � (5) - #5 s CONT. HORiZ. , . . � Q. . . I � Q � � S�} TYP , � -�-� � � PERIMETER DRAIN PER � �`if`�,%�� � � � � �� � � SQ1LS ENGlNEER � '_ p" g" g» i� c�'j ��' t,���,��,; ° �j � ! � '�f!;��� a 117,�" 1 - JC}ISTS PER PLAN �.6r/ � � 2, _ 2,. L4x4xY� Wj �4" Q�x431q." �EC}GEi� PER PLA�J � EXP , ANCH . ' s � 18" � n CO�. �. '- 7 SCALE: 3/a.,, - 9 ,_ 0,� O. C. , TYP . ° a #5's VERT. C�► 16" d. G. �J a �7 • � � � ` �� r-1 .- Q = .4,f s „ � � � ; � i�{�'�'*�� � F ; k F' : Q � � ° ' ua 5's Ct�NT. HORIZ. C� 12" O. C. ..� 5EE 4fS7 F4R ' �� 8p �0 C. x � � � � � CC}L. � � '����� ° 1Yz'° LTWT. CQNC. , TYP . � • t•.{ GONNECTI4NS ' " � � ; �„ 12.X�� 8320'- 9���`____— :�..- I ____... � ._.� .__W._ , � t�� r�fi 2" SPACE(�S C� � ���°� � ' " r ' ' `YWD . {2)- #5 s CONT. HORIZ. i�''" • yV THFtU - BOLTS �„ o I 8320'- 6 Q .�`' �� . .. ... TC3P & BUT. � : � '��" ,� T. O. PLYWD . � TYP. Q TYP . , 5" CONC. SLAB PER P �AN � ^ �... � • �5 s TRAN �VERSE � c� � s a. c, ���„ a r " , 8310'- 5Y4 � o � ,-� � , � . �, .� � ' T. O. SLAB � . � � 3f�>y � LEDGER PER PLAN ,� � � � 8� � � 309'�10Y,�.� _ `y U 4" � � ` ���� �—'i CAi' �,. � �"°�---.-____,_,�_ �.. Sl"L. BM . PER PL.AN {PACK OUT �p ° � � .� � � ' _�=...�.. " ..-� --�---__.._ FOR LEDGER " � �s � � , ,> ,� ,�� C.} Yz x41`2xQ - 5 -.._.�. ) � „ TYP. - --�-•-._.,_..__..�� �'I `�'� ,, � ' . � . `i��f`��f� ��� (5}- #5' s CONT. H4RIZ. , , � l'/ --...„�_----._._.._._, ^ a � � " .. a � .� /!� � �,r4 � ��`�""".^^--"'°'°°--...,.�,.�, � � SCALE" �i�.» — Ir� Qtf � ,Q. , '� . ' ' '4 � ,• a /.{%.� ��, �� t J � '11IP9/ �-1 ���� � �� PER{ METER DRAIN PER � _ _ _ HSS 8x2x�'z OR MSS 8x3x 2 PER PLAN � - - SOILS EMGINEER � , _ � „ �,t � „ � � � � � � � �� ____ �� _ $„ � �i � 4" 0 C? UCT PER MECN . �.: Y2" x4x0' - 4, TYP . T{7 EA, SIDE RdUB�E T�P �, TYP , , - � . � � � � � ' SCAI.�: �l4" = 1 ' - 0" (� . � S7 � TYP . • . � a . • . • • . • ,4 • . • 3���a / � � � / N � J X '""""— MIN . 1 STUD EA. �" CQNC. SLAB PER PLAN x � � � I ALL DIMENSIONS TO SIDE OF OPENING Yz" � x 10" A. B . ` s C� 48" O. C. deSi ned b � � � ,�.. 8E VERIFiEQ Wj ARCH� IN CONT. TREATED 2x6 R 9 Y �' � � g3� o'— �Y4 �. dr�wn by � � � � � SCALE: ��." — � '— a " .. SLOPE SLAB � & . .d . JM 0 CLR � ` T. O. SLAB TD H `� � s7 . d � . , • � � � � �� ° � ` checked by . � � � � � � x � � issued SH EATH IN G PER ���������f ° � '�`' ��'��'���f / / •�',,�`��o�i` !����`��•r� PERM ! T 07 09 13 I PLAN GRID �� !�ff.�� . " � a r�r; L .1 tr � . _ : �,�� .�� . '°'2� " ,> � � Q7 2 � 13 ROOF JOISTS BLKG. C� BRG. , TYP, 4 EXT. SLAB PER P�.AN � � f �� PER PLAN � � 2 RIGID iNSULATIQN P�R AF�GH . . /` ✓ �__._..---_ _ . .__._... ..._..- ° --..__°°-__.� _.. _ .. _...._...____.__.. ___._....._.._._ . . . rs BASE �': �x5.3yxC}'- 9 � � BASE �: �/s"xBM . WIDTHxQ'- 11 . . .� . �5 COhlT. HUR( Z. � 16 O. C. Wf ( 2) - �"0x6" LAGS ( 2)- �,�" f�x6" LAGS i y,l/ ( 4} _ �/s„� THRU BOLTS 6 „ TiMBERLtJK ° , � � � SCREWS C� 18 " . ( 2}- �5'� CONT. HOR( Z. � � �n � � � `�;�� ; sa�o•-s� � � O. C. . Q TYP. TOP & BaT. ' � � � � � � � �� �� � '` :F� �. � � � _ T.O. PLYWET, � �� 5 pWLS X � RIM B {�ARD , TYP . � '� NOTCN LV� C� � T.o,� . ; {� 4$ C?. C. � �� 2x6 PLATE � . >i � R�. T�cG SOFFIT � LVL BLKG. FQR EiASE � � ° " � � � �� �"< �t �';� �" � � , „ 4" „ � t 8306 ' - 0 � � ' � s w S�l ��t CQNNE��14N Wj ( 2) - LEDGERLQK �-- , � . � , .. �� � �. 14 - 5Yz 1 MIN . SHIM 8c � � � �� SGREWS, EA. END NQN - SHRINK GROUT ���� � �' � �� ���� � T. {}. F. ' a .r.� . � .�� � ����� �� �ra.. � �� �� �. LVL BM . , C�4„2�4T 0 C- BO�TS CHANNEL PER PLAN °� � . STUE� PACK PER PI.AN C�L. PER P�AN CAP R: �xsY2Xo — � a a . � . .a _ -- .� Wf ( 2) - � 0 � � � � �a.� ��� ° �,.,�,,�.� �..�. � ��, , PER PLAR! 2x WOOD FILLER PER � �� ��� g THRU - B4LTS �" 8" 4" ~ �� ��� "� � ' ARCH . ' � �f�"� � � �;�� ° _ � ,� �,��,:� �� � _ - _ �,� �� � � � � � � � 1 '- 4" �,� �� � . ,n� . ���,.����.�_ .�� � � SCALE: yar, _ 1 , _ 0" 4 SCA�E: /�» _ 1 ,_ 0" 1 � s » SCA�E. �'4 = 1 - 0 S7 S7 S7 JOB #13C� � - 12