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Home My WebLink AboutB13-0016 REV1 plans approved DESfGN CRITERIA: MILMQ ADQITION JOB �: 1301 - 02 is not possible, strap top plates with metal strap ties ( Simpson ST292 or � equ �Va � ent> . ABBRE � IATION � IST Roof Live �oad ( Snow} - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80f100 psf B . Floar or roof framing members must be a ( igned to bear within 5 inches of the A . B . A (VCHQR 80LT LAM . LAMINATEp Roaf Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15 psf studs beneath . � A . �. F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL �° �,d: ` � j � ` �: �laor Live Load - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf C. Provide 7/16 " thick APA rated sheathing (plywood or OSB ) rated 32 f 16 , expasure 1 , c �� < � � �, � � �`��;�,�,�. A . F. G . ABOVE FINiSNED GRADE LLV LONG LEG VERTC �AL �� , , � � - „� Floar Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15j110 psf at exterior face af exterior walls. Block all norizonta ( oints and nail anels with 8d ° � �-� ��F ,- 4� `�`��r �a '`��`-�� „ „ � P ADJ. ADJUSTA �3LE LONGIT. LONGITUDINAL }= t� ? � �- �� ,-� �';, D e c k L i v e �o a d - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 0 0 p s f nails spaced at 6 along panel edges and at 12 along intermediate supports . , 2 x 6 S T U D S t� 1 6 Q. C . W f Y2 �! a` -� � �,� ANCN . A� CHOR LTWT. LIGHTWElGHT Deck Dead Load - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - 15 psf p . A t b e a rn b e a r i n g l o c a t i o n s i n s t u d w d l l s, p r o v i d e m u l t i p ( e- s t u d p o s t s e q u a i t o w i d t h PL'YWD . OR OSB SHEATHING �� 3 �� .n �,�, � " Wind ( 3 Secand Gust) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 90 mph ( Exp . B) af bearing member unless noted otherwise . APPR4X . APPRC} XIMATE�Y L V L �AMI N A T E D V E N E E R L U M B E R �,} �, - � . ARCH . ARCF�iITE �'T LSL LAMINATED STRAND RIM MATERIAL „ �` ,°� ` S e i s m i c D e s i g n C a t e g o r y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E X E M P T 2 . In tenor Loa d Bearing Wa Ns : gp , g �} � � � MAX . MAXIMUM 1 Y2 L T W T. C O N C. , T Y P, ;� £ti, l IBGfIRC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20Q9 A. Interiar laad bearing walls are 2x4 or 2x6 studs ( as indicated on plan ) t� 16 " o, c . � , " ' ' - e � " �f '� ' BLDG . B � li_D1NC� MEGH . MECHANICAL Y2 � x1 - 4 A. B . s Q < < ; t with 1 /2" gypsum wallbaard both sides unless noted otherwise . Gap with a double g ��.� � . g �aCKli� G MAT' L MATERIAL 48" O. C. IN CONT. 6 " COlVC. SLAB PER PLAR! SPECIAL fNSPECTIONS: top pfate installed to provide overlapping at carners and at intersections with othee � � � tAM MANUF. MANUFACTURER TREATED 2x6 �' E}CSTG. PLYWD . partitions. If overlap is not possible, strap top plates with metal strap ties g � �-, gp �--�p�y MIN . MINIMUM _ . _ �� a �� a . Special Inspectians shall be pr�vided according ta Sectian 17Q4. 1 and the statement of special (Simpson ST292 or equivalent) . g . (�. G�. � OTTOM OF WALL ( N ) NEW "� inspections as reguired by the Town of Vail . B . Floor or roof framing members must be aligned to bear within 5 inches of t4ie gR � . � E� RI (� G NOM . NOMINAL 10Q' - 0 - - ---- ----- - -�-- - -- - b . Cantinuaus Inspection shall be performed for fiefd welding { except single- pass filiet welds fess studs benerath . CAN �. CANTILEVER N . W. NORMAL WEIGHT 7, 0, ��qg ° � -- - - - J � thar� 5�s" ), and anchor bolts where indicated on the foundatian plan . G Provide ( 2} - 2x10 headers over all openings in wall , with one 2x4 ar 2x6 trimmer � . �. �a� �� Q � �}p� � T t� . C . O �l GENTER � � ga � . 4 Q �(� � � a, r` c. Periodic ins pection of steel construction elements shall incfude material verification in and one 2x4 or 2x6 kin g stud each end , unless noted otherwise . C M (J C O N C R E T E M A S O N R Y U N I T O P N G . O P E N I N G � � � d ° Q �� ' � � accordance with these drawings, manufacturer' s certificate of compliance, snug - tight bolted D . At beam bearing lacations in stud walls, provide muftiple- stud posts equai to width �EM . CE�fENT �SB ORIENTED STRAND BOARD q�j I a, jaints, Y�." and smailer welds, reinforcing steei , and anchors insta ( led in hardsned concrete. of bearing member unless nated otherwise. CLG. CEI �IN � R PLATE � � � u ' � '�, �1 ' � �j � ¢ � d . The structural engineer does not provide special inspections. Periodic observations of 3. Ffoor Canstruction : � CENTERLI (� E PLYWD . PLYWOOD � � 4 ° - - - - " ° � �' A. Pravide 3 4" thick APA rated Sturdifloor rated at 24" a . c. , ton ue and roave , I EXSTG. FL4�R Z .--. construction b the structural en ineer are not to be considered s ecial ins ections. � 9 9 CLR . CLEA� ANCE PKT. POCKET EXSTG. 2x8 � � �i,.�i ,;f� �, �t >. - � --� o Y 9 � P P „ ��,��4i `� 4 4 1 5 CONT. HQRlZ. JC?ISTS c a r, exposure 1 . Glue and nail panels ta ail supports with 8d nai( s spaced ai 6 along eOL.. COLUMN R . Q . ROUGH OPENING DECK JOISTS � �i�i��/\ � ) - # a � � ¢ � � � � �, FOUNDATiON DESIGN : p a n e l e dg e s a n d a t 1 2 a l a ng i n t e r m e d i a t e s upp o r t s. I n s t a l l s h e a t h i ng w i t h l o ng C O N C . C O R l C i� E T E R A D . R A D I U S �- �� - � � ° a� � � 1- �,, °-' dimension perpendicular to jaists and end joints staggered . CONN . G(� NNEC iION REF. REFERENCE Q d �5 DWLS x � } r' � I � � s Q o. Gesi gn of individual and continuous faotin gs is based on an assumed maximum allowable B . Pravide salid blocking between floor joists at all bearing iocations . I3locking materia ! CONT. CONTINUQUS REfN �. REINFORCE /REINFORCEMENT ° � � � �• � • c.�� 4 FORM VOID & I . � `� �- i-�- bearing pressure of 2500 psf ( dead load plus full live load } . shall match the floor joist material , CONST. CONSTRUGTION REQ ' D REQUIRED } INSUL. PER ARCN . E a° . �� EXSTG. FDTN . --� � b . Footings shall be placed on the natural undisturbed soil , ar compacted structural fill per the 4. Roof Construction : C. P . Cr� IPPLE POST RE �. RETAINING � ( 2 ) - �5 s CONT. i i WALL � � recommendations of the geatechnical engineer, bel �w frost depth . A. Provide wind /seismic anchars at supparts for all raof joists and trussed rafters . C . W. CRIPPLE V`VALL REV. REVISION i� c.a HORIZ . TOP 8c BQT. LEDGER PER PLAN � �Ln c . Provide crawl space ventilation per IBC/IRC requirements. See nailing schedule. DBL. DOUBLE R . S . ROUGH SAWN » � � d . A representative of the geot �chnica) engineer shali verify soils conditions and types during B . Provide solid blocking between roof rafters and lookauts at all bearing loeations . flE�, DETAIL SGHED . SCNEDU �E 4" FC1RM VOID � p v � «� excavation . Bec�ause geotechnical informcation was not available at the time of prepart�tion of Blocking materiai shall match rafter, truss chord , or lookout material . Q � q� , pIAGQNAL SECT. SECTION �y ,j � the canstruction documents, we have used assumed values based an similar sites in the area . �• Wind Bracing : DWL. DOWE� SHT. SHEET � SCAL.E: 3/a " = 1 ' - 0" L �+- o� Construction of the faundafiian may not proceed without verifying these values. Report any A. Exterior plywoad or 4SB wall sheathing is required unless specificall deleted b � Y Y QWG . C} RAWiNG SIM . SIMi �AR �� .,., Q p discrepancies from design assur-nptions to structural engineer far re- evaluation of faundation engineer. EA . EACH S . { . P . STRUCTURA� lNSULATED PANEL " � � U design . E . J . EXPAfJSION JOINT SPEC. SPECIFICATION � � STRUGTURA� STEEL: ELEV. ELEVATIQN SQ . SQUARE � �' � Q REINFORCED CONCRETE: ENG. ENGINEER STD . STANDARD �n ci y a . Structural steel shail be detailed , fabricated ❑nd erected in accordance with the most current �Q� � P . EC?UlPMENT STL. STEEL editians of AISC Specificatians and Code of Standard Practice. �. Goncrete design is based on the "Suilding Gode Requirements far Reinforced Gancrete" ( ACI EQUIV. EQUiVALENT STRUCT. STRUCTURA� � 318) as adopted by Chap# er 19 of the 20Q9 IBC. b . Structural steel W shapes shall be ASTM A992. 0#her rolled shapes, including plates and � XSTG . EXlSTING T&B TOP & BOTTOM angles shall be ASTM A36 . b . Structure�l concrete shall have a minimum 28- day compressive strength af 3000 psi. { E ) EXISTI �IG T&G TO�IGUE & GROOVE c. All bolts used in stee{ framing shail conform to ASTM Speeificatian A325 . Anchor bofts and EXP . EXPANSlON T. O . TOP OF c . Concrete shall be propartioned using Type I - 11 sulfate- resistant cement. Admixtures cantaining „ bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3 /4- diameter chloride salts shal ! not be used . EXT. EXTERIC7R T. O. C . TQP OF CONCRETE � � �___� unless noted otherwise. � � d . Coid weather cancreting procedures shall be provided as recommended in the ACI Manuai of F. D . �{�OOR DRAiN T. �. �. TOP QF FOOTING s . � ` d . Ex ansion bolts shal ! ba wed e t e " Hiiti" or "Rawl " ar " Sim son " , or a roued e uivalent with STL. BM . PER PLAN Concrete Practice. P 9 YP P PP p FDTN . FQUNDA1�10€� T. Q. L. TOP OF LEDGE e. Ex ansion bolts and e ox anchars shall be focoted at a minimum of 6 balt diarneters from the following rninimum embedments: P P Y ., ,> FLt� . F��OOR T. �. M . TOP OF MASQ(� RY . .�;; concrete edge c�nd spaced at a minimum of 10 boit diameters unless nat�d otherwise. 1 . 1 f2 diameter - - - - 2 1 f2 FRMG. FRAMiNG T. O. W, TOP OF WAL� ( 2}-YZ'}�x4" LAGS �'M ` ' h t . �: f � � � �� - �� . � f. Anchor boCts for wood sili plates shall be pfaced at 4'- 0°' maximum spacing with one anchor 2• 5f8" diameter - - - - 3" FTG . �QOTING TNRU THROUGH l�alt at 12 " fram each end or corner and a minimum of two anchor bolts per piece. 3. 3/4" diameter - - - - 4" GA . GAUGE TRANSV. TRANSVERSE >, „ �, » „ >, g . Concrete coverage for reinforcing ste�l : f. Epoxy anchors called for on the drawings shall be Epcon or Rawl ar Simpson or approved GALV. GALVA �lIZED TRTD . TREATED BUILT- UP STUQ COL. 1 . Canerete cast against and permanently expased to earth : 3 " equivalent anchor systems. Minimum embedments, if not specifically indicated tin the GEN . GENERA � TS TUBE STEEL COLUMN PER PLAN 2. Concrete exposed to earth ar weather: drawings, shal { be accarding to the manufacturer' s specifiec� tions. G . L. GLUE- LAM TYP . TYPICAL A . #5 bar and smaller 1 1 /2 " g. All welding shall be done by an AWS qualified welder. GYP . GYPSUM /GYPCRETE U . N . O. UNLESS NOTED OTHERWISE B . #6 through #18 bar 2" NDR . NcADER VERT. VERTICA� �T� �� 3 . Concrete not expased to weather Qr in G011tt7C� with ground : GENERAL REQUIREMENTS: HORlZ . HC?RIZONTAL V. I . F. VERIFY IN FIELD "`�� A. Sfabs, wafls> jois�ks { #11 bar and smaller) 3j4" NSS HOLLOW STEEL SECT� QN W, �'. WIDE FLANGE `� SCALE: 3.f4sr = � ' - 0" � f, a , Structura� erectian and bracing: The structura� drawings illustrate the comp � e� ed siructure y �, � � E � E-� � W. P . WATERPRQOF � � B . Seams, coPumns 1 1 j2 S1 with all slements in their final pasitions, properly supparted and braced . The can � ractor, in a � T. INTERIOi� W. W. F. WELDED WIRE FABRIC � �.a" H the praper sequence, shall provide shoring and bracing as may be required during construction ► NV. INVERTED WD . WOOD t-�+-i REINFORCING STEEL• to achiev� the final com leted structure. Contact structural en meer for consul �tation not in �` � P 9 � ( JST. JOIST Nif WETH � � a . Detc� iling , fabrication and placement of r�inforcing steel shall be in accordance with the ACI contract) as required . K }� ( NG STUD Wj0 WITFiOUT � t� Manual af Concrete Practice. b . Dimensions: Check all dimensians against architecturai drawings prior to construcfion . Qo F'� b . Except where otherwise nated on the drawings, reinforcing bars ahalf conform to ASTM not scale drawings. � �� Specification A615 and sha ( I be grade 6Q except ties, field bent bars wher� permitted by note c. Construction practices : General cor� tractor is responsible for means , methods, tecl� niques , � on Ian , or bars to be welded , which shall be rade 4Q. sequences and procedures far construction of this project . Natify structural engineer of EXT. WALL 8c TOPPING NOT � � omissions ar conflicts between the workin drawin s and existin conditions. Coordinat� SNOWN FOR C�ARITY � � � c. At splices, lap bars 44 diameters. Qo nc�t weid or use mechanicoi spl "rcing devices unless 9 9 9 t-� specifically approved by engineer. requirements far mechanical /electricol /plumbing penetrations through structural elements with � M�'''" !�} d . At carners, make horizontal bars cantinuous or prouide corner bars. Around openings and structural engineer. Jobsite safety is the sale responsibility of the contractor. Ali methods ( 1 ) - #5 CONT. NORIZ. 6 " CONC. S�AB .� w"'' steps in concrete, provide ( 2j - #5 bars extendin � 2' - 6 " beyond edge of opening or step . used far constructian shall be in accordance with the latest editians of the IBC f IRC. PER PLAN � � e. Extend reinforcing steel a minimum of 2'- 6 " thraugh cald joints. Unless specifically located � • Details not specificalfy shown on the drawings shall be constructed in a manner similar to the - BENT STL. BM . Wj � an plan or detaiis, eoordinate cold joint locations with engineer. details tnat are shown for like canditions. These items shall be brought ta the attention of 1 QO' - 0 � CONT. 2x � fi. Epoxy adh �sive for re�nfc�rcing doweis shall be " Hi# ti" ar " Simpson " or approved equivalent the structurai engineer as soon as possible for approval . Approvai shall be obtained priar to T. O. SLAB a � ° ' IVE- PINNED TOP � installation . - a F� 6E PER AN �--� adhesive systems. Minimum embedments, if not specifically indicated on the drawings, shall , °a� 4 . 4 � be accarding ta the manufcacturer' s specifications . e. A l l wa terproo fing an d f las hing is t he responsi bi li ty o f t he arc hi tec t an d con trac tor. gg _ q. -� t� � � f. It is the responsibility of the contractor to contact the structura ( engineer at the appropriate � Y�. F� ��Ep W�g � � � Metric bor size conversion table: T. O . W. 4 �, .... �. .,., _... � _ � � � METRIC 10 13 16 19 22 25 29 32 36 time ta perfarm site observation visits . Observatian visits to the jobsite by the engineer are ,,,,.��,�\�\\�o� , "�' ! Sl'I �FENER EACH # � # � � � � # # for determination of enera! canfarmance with the construction documents and shall not be ' � � ( 2 � � INCH - POUND �3 #4 #5 #6 #7 #8 �9 �10 #11 g 2 - 0 ��i �i % , , ° 2 - 5 DWLS x ° ' SIDE OF WEB . TYP . � construed as inspectian . �5 DWLS x ° ''�;��,�� . � � � # � � � ( -Y "�x4" LAGS QNE �'� � g . Though every effort is made to provide a complete and clear set af construction documents > » ��,, a � STRUGTURAL WOC7D FRAMING : � 16 O. G . c� I EA zSIDE OF WEB � �� discrepancies or omissions may occur. Release of these drawings anticipates cooperation and ° � ( 5EE DETAIL 5/S1 „ continued communication between the contractor, architect and engineer to provide the best � FOR BM . REINF. � T� a. Except where noted otherwise, a11 2 norninal lumber, except studs, shall be Dauglas Fir- Larch possible structure. These drawings have been prepared for the use of a qualified contractor ,_„ ,j_, _,,,, ,� S111D PA PER PLAN 2 and better, and tr( f solid timber beams an �l osts 3" nominal and wider shall be Dou las SEE DETAi � 6 /S1 -- -- -- -- - - � � ��+-1 #� P 9 experienced in the construction techniques and systems depicted. FOR WALL REIN �. ° Fir- Lc�rch #2. h . Existing structures: Contractor shail be respansible far verifying dimensions, elevatior� s, - � . .�4� �� b . Studs shall be Stud grade and better Daug { os �'ir- Larch or Hem Fir. framing , foundation and anything else that may affect the work shawn on the drawings. ;� » � c. Buift- up pasts shall consist of Douglas Fir- l.arch ar Hem Fir �2 or better 2x4 ar 2x6 studs lJnderpinning , sharing and braeing of existing structures shall be the responsibility af the � 4 '� per plan and shc�li be nailed together with 2 rows af 16d nails @ 6 " on center along each contractor. 4" FORM VOID stud. ° d . Built- up beams cansisting of muitiple 2x members shall be nailed together with two rows of g � - � � 16d nails spaced at 12" on center, �r with two raws of 1f2 " diameter thru - bolts spaced at T. 0_ F. ° � ° 24" on center. � � � d � a ' . . e. Top and bottom plr�tes shall be Douglas Fir- Larch ar Nem Fir #2 and be�ter. Plates placed �� C�� directly on concrete wa ► Is or slabs shall be pressure- treat�d Hem Fir �2. � �� f. Beneath solid ar built- up columns noted on plans, blacking af area equivalent to column PERIMETER DRAIN � 4" 8 " 4" 3 SCALE; 3/4" = 1 ' - Qi' above shall be provided w�thin floor joist spaces and in wall spaces below. Door or window PER SOI �.S E�! GINEER �� trimmers consisting af a single stud do not require special blocking in the jaist space. 1 ' - q." � � AP� � g g. Except as noted oth �rwise, minimum naifing shall be provided as speeified in fihe 2009 iBC �� Tabl � 2304. 9 . 1 . 7 SCALE: 3f4,> - 1 , _ 0," �" h . Bolts used for wood framing connections shal ( be installed with standard washers and nuts. I - JOIST OR �.VL i. 11n1ess noted ath �rwise, steel connectors such as those manufactured by the Simpson � � HEADER TO MATCH * Company shall be used to jain rafters, j�ists or beoms to other beams ot flush - framed DEPTN OF FLUOR � conditians. Use all specified naiis. Connector conditions not otherwise noted shall utilize Type 1Y2" LTWT. CONC . , TYP . 6 " C4NG. SLAB PER PLAN ` ' ` a J�ISTS U or Type FlEJ hangers of a size specifically designed for the member supparted , as shown in --� � ,- , d � Sj � � � � � y f� � S ` � the manufacturer's published tables. Contact structural engineer for details as required . drawn � � � � j. Lam 'rnated veneer lumber ( LVL) shall have the following minimum properties: � �� - � � � � � � c~n c�n y � 1 . F{ exurol stress - - - - - - - - - - - - - - - - - - - - - - - - - - - 2600 psi T. O . SLAB ° � � �. � � � checked by TDH 2 . Madufus of elasticit 1 900, OOQ si oo d I -' --' � �, - - - - - - - - - - - - - - - - - - - - - - - , P 3 . Tension paralle! to grain - - - - - - - - - - - - - - - - - - - - - 1850 psi � �, 9 � � - `� � ° `�� `-- a � � o ISSUet� � 4. Compressian paral ► el ta grain - - - - - - - - - - - - - - - - - 231Q psi � �. T. O . W. -� a � A^� � .i/��l/�//� 'i r -t r � 5. Compression p �rpendicular to grain (parallel to glue line) 750 psi � � � �, r� r��r��r: ( 1 } - #5 CONT. HQRIZ . 6 . Harizantal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 si � � � % � � � `'� `�; � � PROGRESS � 2 08 13 � � � � � � �:�!�%��%; �i ! '"_` 7. Connection of multiple- member beams. � � � �`°��;�`; � � ��\' PERMlT Q2 /14 /13 �' A. Top - laaded be�rms � � � �%i; a � o, i } For members 12" deep ar less, nail each member to the next with 2 rows of � � � REVISED � 3 �C? 5 /13 16d naiis at 12" o. c . � � \ � � 2 > _ � d ( 1 ) - #5 CONT. HdRIZ. C� MID - HT. 2 TYPICAL PLUMBING /MECHANICAL HEADER � � q �E : 3 /4" = 1 ' - 0 " REVISED �l3 12 /13 ii ) For members greater than 12 deep , nail each member ta the next with 3 y4" KNfFE �j' EXSTG . � � � �� o �� w raws of 16d nails crt 12" ac. s :� TRUSS � � z » e � 4 . ° ~ REVISED 44f� 8 13 B . Side- load �d beams Wf � 2} - /4 � � � � - C�7 16 O. C . cv z THRU - BOLTS � � � � „ „ i� For two or three member beams, nail each member to the next with 3 rows � � � � � p 4 4 5 DWLS x -' of 16d nails at 12 " o. c. - - - - �� . �1 - � 4 . C� 16 " O, C. � 5EE FRAMING PLANS ii } For four member beams, bolt through with 2 rows of 1 j2" diameter bolts at � � � � I : � � : I E � � FOR HEAQER SIZE ,> „ 12 0. c. - l_� _ �._J ( - - - - - - - - - - - - - a iii} �ar rnembers cansisting of more than faur members, contact structural -� �I � . ( 2)- #5' s CONT. engineer. 3j4„ � �Od 6 " 4„ � Y4 „ I� � � � ' - a Q HORlZ. TOP & � �BOT � � � � ° � PROVIQE A MlNftat4�ta4---*- � ��`� � �� "� �� a OF ONE K { NG STUD , Sheet p . All lumber used in construction shali have a maximum moisture content of 19�. „ I � ° � a �'° �"� � �� OR AS SPECIFIED 4t� q . Drive pins specified an plan shall be powder actuated fasteners by Ramset, Powers , Hilti, or PRQVIDE 3 MlN . MIN . MIN . g � T. O . F. �� approved equivalent. Fastener and load size sholl be determined according to manufticturers MIN . OVERLAP I � ��. � ° �� '��,� � . � �' �'L�� recornmendations for materials b �in attcaehed . C� KNIFE R GUT 6x6 BOT. CHORD ( 9 �, . -�° �r� ,. -•---- PQSTS SPECIFIED ON PLAN r. Framing Notes: & REPLACE W/ STL. � �� w .�� INDICATE TRIMMERS �7NLY AND ROD AS SHOWN ..�. .��.� � �.,�.�- � ��, -- 1 . Exterior wa11s. EXSfiG . � � 1' ERIMETER DRAIN �„ g >, 4„ z �. ��--�.�--� D4 NC?T INCLl1DE KING STUDS �� G� A. AII exteriar walis are 2x6 studs t� 36" �o. c. to a maximum height of 12 ' - 6 " , 2x6 2x WAL� � I PER SOILS EtJGINEER � m�"°�"��.� � �� studs (� 12" a. c. to a maximum height of 14> - 6 ,' , and ( 2} - 2x6 studs C�? 16 " to a ! I �� _ � ��°°� ��" "�"` ` � � maximurr� height of 17' - 4" unless otherwise noted . Walls tafler than 17' - 4" shall 1 ' - 4» be frarn �d with manufactured laminated studs, Gontact engineer for spacing „ , „ ,� � t: „ , „ requirements, if not indic4ted an pfan . Cap with a double top plate instailed to g SCALE: %a. = 1 - 0 6 SCALE: 3/4 = 1 - 0 � TYPICAL WINC} OW/DOC? R HEADER SCALE : 3 /4 = 1 - 0 provide overlapping c�t carners and at intersections with other pc� rtitions. 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P�CK ` � '� �-� � � � W 8 21 �R 1Q 19 C�R � — 1 ��.� 14 � LV[,, ? � � v � _ � � � � � � �" � � ..J��+ � � � � � FL SH � -, � , � � �� I r � .� ( 3} - 2x8 ( 3) - 2xs I � � �..�1.�� ) � � � � � ` ` I ` � I I I / � . . '. . . . ' :. . . � � � I � � ! � I ! j I � �, i � �2�,. � �(—` � � � �� SIMPSON LUS28, TYP . � I � ` � �� ' '� � � � � � � � � � M i ' � � ' � � � � � � � �a�, _ o,t /, �'J� i �'�� ( � � � �II � � � � ( f '� CQNTACT ENGR . FOR � � `+�' I � � � � � � � 1 6' ) I� � � � � a, I , � CQNNECTI �N PRIOR TO � 14' - 0„ �0,_ 0'> � I � , 4 e- 1 �/.� 9Y� LVL I� � � � � I � ! � i � DEMO � � � �� , r � � � � � � � ! ,) 3' - 11 �f " 10'— p�/ '> , _ .� , >, � ,a ��--� h.'"- � � I �F�I� SH } � � � �n � � � I � � �� 4 4 2 0 16 — 0 2 — 0 � � / � � � .�_. �„ I � � � i I � fi �I gM . PKT. FOR EXSTG. � '�-� � � � � � � � �i I � E � � I � DECK BM . � / SIMPS4N �US28, TYP . ( �� I � � `-' � � I ( � � F—I � EI � � I C I � I E � a � I I I I I . , �— � � � v � e � � � —� � � � I I � 7 � � � C , , E - 2x 0 F R . C}I S � 16�' 0. . � � �I- j ( a 1 S1 S1 _ � �� 1-�-� i E i i � �i � , ' i �i G � °� � � � � � i i � � �� I � � � � � � i � � � � — .�I � ( — � � _ � _ � _ � � I I � EXSTG . DECK JOISTS , TYP . I i �,� � � � � � � c ��— �— — — -- �.�—, . . _ . . —� _ c = � — � .-� E i „ , � � � � � I I .- �-�6 � � `�' �'" �I I ► 6 CONC. SLAB W/ #5 s � I I �' � Y I t"�� I ( � � � 1 I � REPLACE (E} - ( 3} - 1314x11 �i� ~ `��'1X �„ �' � � I) � � CO� T�ACT� NGR . FQRK C� 16 " O. C. EA. WAY � ( � I I � .� � � �t" I � VERIFY JDI5T SPACE 1S LVL TO ACCOMODATE NEW .� I - �,,� CO EC 0 S@ DEC , � � 1 f � � �� / �"�� ( � I � � PACKED SOLID TRIMMERS f � ,�..� ~ ,.,, � � � �� i i i TYP . � 3' - 6 x 3' - 6 x 1 ' - 0 FTG. ° c° { I I I � F� � � � � � � � ��- �- � ,� - - � - I 1 / � _ s ' ' `� - - — — � � � CQNNECTCO S C�? DECK W/� #5 s C� 12 Q . 0 EA . WAY � in � I I / ( E ) . { 3 ) 1 fa.x9Y4 LVL F�lTCH R s � � �ONT� � (� � � � f � ��I �� 1 � LEDGER , T P . � � � � ..� T�`� I I I `� � � � I`�� _ --- _ _ _ _ _ _ _ _ _ _ ( � _ .�.. �- —�J I � E—� / � � � � � �� I � � > � � _ _ � � � - - - � � ._ _.._ _ .. � �. �. ___. ...� _._. _..._ ..._ _ ..�.. � � / — — — � � � ( � � � � �� I I � � � T. O. W. = 99 — 4 � ___. — ____ �.. � ��.C�� _... .� � ..�� .� � ._._. J I � � � ' I '� � ' � t I 4 � � I �,+ � I I I 1 I I , I � I , _ J , .� , � ,-. o. F. � � — � � � ` k -r--� � � � III � II �� — � � . — � ° � — � —i --�� . --� . � —. � - -� N � � ` I „ � I I I E--� � I I I �- � � � � � � � C� - �-- � � �_. ._ - - - - - - -�i,�-- ; - ; -�- - �; (� 1.6x6xY4 W 1 - �/4 �ax5 EXP . "TDWL. {N } CON W LLS TO �� r'��` � I I I I I I I � ( —� -� - �,, � , f c > I „ � � , I � I I ( I sI � � � � i � ' ! 4 ; � I , � � I � ANCM . @ 16 O. G. ` � � I ( E) Wf #5 DW3S� x 24 � i I I � I i I i I I I 1 � ! � I I 1 ) 1 � I � I � -''r „ , I �PaXI �� r� �ro /� � x�- � � ,� I � I � � I I � � � � � � ( I o 1 �, '� 6 CONG. S�AB Wj #5 s ( � I I DWL. ( N ) CONC. WALLS„ TO { ( ( I NQLE� C� 12 O. C, ANa ( 2} �� II ( � � � � � � � ; 4 I � � � '� Q 16 O. C. EA. WAY � � {E} Wf #5 i7WLS, x 24 I � DWLS. IN FTG. , TYP . � � -t � ( L L� �. _��.� _� -� �- -�- - - , , J l � � � � � � � � I � � , � ' � � � i — — — — — ( I ( H OLES c� ' 8T�O�C�'t W �"q.,, � � � ( � '� F—� � —�- —�� : ; ' — _ _ — _ _ �--� 1 I � � f I I I � � , � — — - - — � �� /" x � I X I4 EDGE DISTANCE, TYP . � �'-�� ' : � � � I � I E � + � I f I C I I I � I I � � . � � s , � , � a �, ,— _! �� -� �-� _ _ _ =_�� I � � `�� -�� ,5` ,� � � � � , � �� c� i l �-q� E DBL. FLR . JOISTS � C� 1 O . ,C . � ! I � I �' � � � { `S/ _ 3 Yx ( I I +`�+�. ��"3�.y � � � � � � � � � � � � � ( � 1 � � l �l � I I f � � � i I � E I � 5 'lr L6x6 >cY4 W/ ( 1 ) /4 �bx5 EXP . i � � � � � � � � � � I � � � { ( I ; � � ( I € � � �� ANCH . � 16 O. C. � ( E } - W 14x34 dR W 16x31 R �w� a., ,_, � � � — — — -- — .�- — — �. — — --�--_ � � I I ! I I I � � a � I � � 3 I � I �,) I � � � r , � , � �— ---� � � a � I I I � __._ ____. �� I �__ --� ( � �- � - 1�9J��LV� . s �� ` � _ � _ � ` � � i ' � ( 3 iI ( � , I I i �� I � 1 ; I i � 1 � � ) } k I � � � � � � � �� f I � � k II� � r — � � � � , I � � � � :.=1 I ! ( I I � � � � ; ; I � ; ' � � ( � I ; I EXSTG . FLOOR JOISTS , TYP . — ___.. _..�.. ____ I � I Q � cv I M J E � 2x10 Fi..� . J�}iST� C� 6 " . C . � � � � �XST� . UWF' ER � � I I I N W U PE � I i i ! I EI � � � � ( � � � � � — � -- -�- � �� OOT RINT( � F�4TP �INT� � � I , � E � � ��, �.. ._._ �� p ��,� I � � � � � � � i � ( I � � ; � I II � E � `�--- EXSTG . FDTN . WALL, TYP . � I.--I-� -- '-'- � - �X � i I I � i � � � E � ( � I � r =._- _ _- - _ - �- -. - s �s _- - - - v:-�� I � ( �" I __I- I I � ° � V ''� I I � 7I � I_ � ^ T ^ � _ I —) � rt. CITI _ � _� �� _� �� `� _. �-� . �—� � � s ! —� � C ( ` � EXSTG . FTG . , TYP . s �� ..e � ° � � { E�} - W 14x �4 O�i W 16x 1 � �f--�� _ � � ' E ,�.� I � � ..� � � _ _ � � � � I 1 I � � I T� T^ I I -T � E ' � � ,� � � � Q I l I I I EX5TG . FDTN . , TYP . � � desi ned b � � � 4�11 � � �� E � � � ll l � � C � !� I � „ � � � I � � � � �-�- _._._ � � e � � —�_ � � drawnby y RSS w ( E} - 2x1 � FLR . JOISTS C�? 12 0. � . � �� # i) i i � � � � i I �I ( � � I �� c�� y TDH � �1 ( � � � issued I � � PROGRE � S 02 /U8 /13 PLAN PL � � PERMIT 0 � 14 13 NORTN R1 (� RTN REVISEf� Q3 �5 � 3 ! '� � ) I V � � � � R � R � �� ( � � � � /`-'1i V SCALE : 1 4 „ _ � > _ � „ � � � �� f-� � � � I �J � � �► V � i -� � � � � t� �" � � � S � A � E : 1 4 „ � � x � Q „ REVISED Q3f1 .2 �3 PLAN NOTES FOR NEW FRAMING . PL. A �1 M11 � TES w _REVISED t� 4 /08 �13 1 . NEW PQSTS BE�.C1W { ORIGINATWG FRQM THIS LEVEL OR ABQVE) ARE INDICATED . ■ 1 . ELEVATIONS OF CONCRETE FOUNDATION E�EMENTS lNDICATED ON PLAN THUS: NQN — CONTINUOUS PQSTS FROM ABOVE ARE INDICATED : 1gl T. O. W. = TQP 4F CONCRETE WALL T. O. F. = T4P 0� CONCRETE FOOTING SING�E SfiUD TR { MMERS THAT DO NOT REQU { RE BLCICKING BELOW ARE INDICATED : 1 TNESE ELEVATIONS RELATE TO 100' - 0 AS A REFERENCE ELEVATION AT THE LOWER FLOOR , AND D � NOT REFLECT ACTUAL SlTE ELEVAfiIONS. 2, ALL POSTS ARE L.ABEI�ED A7 TME TOP. 2 . TOP �F FOQTING ELEVATIONS ARE BASED t}N FINDlNG ADEQUATE SOIL. BEARING � � � � � 3 . ( E� REFERS TQ EXISTiNG CQNSTRUCTION ( — -- - - - - ) , ( N ) REFERS TO NEW CONSTRUCTION ( } . CONDiTIONS AT TNAT DEPTH . CONTACT ENGlNEER IF 4VEREXCAVATION IS REQUIRED . 3 . POSI'S F; C7M ABOVE ARE INDIGATED : � 4. DO t�30T SCALE DRAWINGS . �, �� ' ,� �� 5 . 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I , F. ) I ( I I I I � �� - 31,�,",� 7HRU - �CtLTS ~ � _ 3 „ I I I I I I l ( �IE�D vE� � FY DyM . ' s} q � Q � o p �-�� f 6 I I I I I I 1 �- � � LVL NEADER I I I I I I � EXSTG . ( 6 ) - 2x4 � � N „ ,> „ � PER P �a�v Iiliil � �n •� � �4 � �/2 � �4 I I I I I I I i z � I i � I I I I I I 1 � � � o0 � MSS COL. PER � � ,� � PLAN °° � SIQE �' s: ( 2}-y�.,, x3„ xQ. _ 5 -� X c� � W/ ( 1 ) - 5/s" � THRU - BQ�TS � � � ci f � � � _i � 3/6» (!) p: } � SCA �E: 3/�." = 1 ' - 0" � 5CA�E; �/a„ - � > _ �„ S3 S3 +�'� +�� +� �.�~ �+� .�� `�'� J�,�• �`c�� J�'� 2 � 2 � � ��0 3 � � r � s 8x18 BENT DFt . _ �r ^ � � �3�- 1 /a 5� �VL � �� - �' = - :-_�" . — - _ . �- . e - = . -�-. . _. - �� I._. ��I� � I _____ � FLAT (LOW) � � I ____ ��_ `- - -�� -- - --� W � � � M � � � � f I � I � � � � ____ _____ � _v___ ____ ____ I ___._ — _ _____ ____ � I C � � I { ( �'"`� � I ' EXSTG . WALL, TYP . I � � ( � � � � I EXSTG. 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AN NORTH NC) RTH ft � � � � [ `� � �� I '� � � � � � SCALE : 1 / 4 „ � � , _ Q „ � � � � 1�� (� (� (�, f-'� �� SGALE : 1 4 > , � � , � � „ sheet PLAN N �7TES FOR NEW FRAMING : PLAN NOTES FOR NEW FRAMING : 1 . NEW POSTS BELQW { QRIGINATING FRQM THIS LEVEL 4R ABQVE) ARE INDICATED : ■ 1 . NEW POSTS SELOW ( ORIGINATING FROM TMIS LEVE� OR ABOVE) ARE INDICATED: ■ NQN - GONTINUOUS PDSTS FROM ASOVE ARE INDICATED : � � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BL.00KING BELOW ARE INDICATED . � '�`"�� SINCLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BE�(7W ARE INDICATED . � � � � � �� 2. ALL PO5fiS ARE LABELED AT THE TOP. 2. ALL POSTS ARE �ABELED AT THE TOP . � � �� .: 3. EXISTING CONSTRUCTIC�N IS 1NDIGATED THUS ( - - - - - - ), NEW CONSTRUCTION IS lNDICATED THUS { ) . 3. NEW FLOOR SHEATHING IS �14" TONGUE AND GR04VE APA STURDIFLC70R , EXP . 1 , SFAN RATiNG 24 (J. C. � � ( � � `"' t f' � �� a .�- w� �-�- � �.. .�.�,-� �-,�.��.w�� 4. { E) REFERS TO EXIST(NG CONSTRUCI'ION ( - - - - - - ), ( N ) f�EFERS TO NEW CONSTRUCTION ( ) . �� e �. �°�°°-� `�"` � �� , �,.� ��., ;�.��.�� _ ,� � �� rt ��- v JOB #1301 - Q2 �� .�_�� .��-�� . �