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DATE: ° Datvr IoJI o� � Rr3vlaed� � f 0.30 02 l � ►J403 �������,� 1.3103 3'703 � , . " �1203 � - . . . MAR � "� 2003 � - - � � �OV-COIVI.DEV. � �� s � ' � ; _ . � � _ � ✓ , - Town of Vail � _ � ����' �� oF �Ol � � - �XfSTINC� �1�?�Y L��I�L �1.00� i�'L.�1� . ��� �� � 4 �� o� � ,,�,� = a�_ o�� S�Q q�o C _ . - � , � t _ _ EDWARD M. � � . - _ � GWATHMEY, JR. t,�' shoet Numbmr � , , _ ` " � �` � ���v�W �� �,'f � � nA / �� �I � Y� �'� . " .$�� •, {J $ 't � ." ,,.�,• �'n n �j i { Zf � t x� j+� , �- � E # i -_ � —, --- - -- - _ _ _ __ _ _ -_� _ __�. --�- ,_ - - - �, � �_ _ _ _ � � —� _ __ _ - � q ' � F �` `� , � '. ' i t t 'k - ` � � I � f � --- i--------------------------i Gwathme � T - Y � - � � � i �------------------------� Pratt , - . � � Schulfiz � - - i t a � t fvct�nects P C , t � � 1000 S�ronTape Rd Wesf - _ ' , .' � � Val1 Cokxado 8tG;7 ` � � r� tv�rnn�ane� � _ - I { F�ron»mo-�a�s , % " 1 1 , _ - I i - I 1 ' € l I ' 1 I , I 1 ; /—RDOF LiNE � � J ' � _ ABOVE t 1 � 1 I , ir-�ei4• __1— t � � _______ �.�_—_ _� i �� ` ----- ----------------------------------� i 1 ' � � ' � � � i� � �� ��/ � �. , - � ' dfl/ �/ F12�SaFi aluR�'/'E�NT ` � ' ,i� � FIREPLAGE , � . / . j� / . � / . , � � t � N � � �� , �H � j' !i � � / � - j /♦ _ � i � ,/ / 4"YVA51'E UP � � r _ i �� „��4"YJAS'1'E DN l � ir `r / l� � � 7 , ' � ��� � � � � ; � %�/� - � 9 / � 4 [� f �,�/ �/ �1 � � C �/ ��- s�vertr ` Z , . �' / LIVING RDOM � ; _ � ,,., � ;' ,�` . _ , - , � ° °ta ; � �./ � � , , , � , � ' , `. � /' � i n �t /� � � �/ ,/ �\ i�f " � � r / / \ � �/ , ; _ /� i� /�� �/ T � }t- O i � � �� �� �' ,� DINING ROOM � � � f � ' i� / �, � . � � � , � � f �. �i �i i f � O '� � ' � � � � f : � ,��, � i� �� � / � � } ' � � ' 1 ' ' 1 � � �`' ' - ` �, 1 i i , i � k ` i� r� i� ��� , � - , C �� ��� �� ��� � RODM�R - ; i � � � u �� - �, '/ �-`� I�N t � � � � - � � . � � . � ' � i� � J f ' - ` � ��� �� K(TGH�A1 �P ' � _ � � � � ✓ � '� � �� f � ^ �� `�i � _ � � � � 0. � i � _ � i � G ` � i� � i p j � � � , �.i i - ; � i . � � � _ '� �\ �\ � /� { � - � ♦\�x\ ,� , _ - i � � � ` , _ ; � � 1 " - ' o coavna�r a � • cr,vc+nr�.vra�ar+�srn�nn ' „ _ ' ' ' � Aro�ttscts P C � � ,.. � atl RIQti1t Re�sNed � - - r ° ri4 docunant vw tha IJao� � � , aMU dsoW�hcaPara+sd ne�Nn o oi MutwMnt Of praeWOnclwMC�Mttw 5 � , s�+n,m nra,�rocro p c a,c.nof � _ 1 � ro�t�e n wnd.w n oQe rw � ' mv oma wd�*w�'r+aa m. � nnen ou�hwixafk�n ot E3watl ` `` M Owathmsy Jr H�rvy R Rqtt � a S�w�v sa�u�rz � ! � � '3 � . 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ICaTIOP�S FOR THE STRUCT�RAL CORPaER BnRS tiT �ALL CORraERS Ar�D IrdTERSECTIONS UNLESS DETAILED �,�P� PORTION OF THE WORK INSTAL�ED OTHERWtSE, CORPJER BARS SHALL MATCH SIZE AND SPACIPdG OF HORIZONTAL ,�f���w� Vad,Cnkrarh 8�E5� D ACT I vE LATERAL EARTH RESSURE USED I N DES I GN 35 PCF RE I NFORC I fdG APJD EXTEND A ►�I N I MUM OF 36 BAR D I AMETERS BEYOPJD THE T� ���,.�o-��,� B ARCHITECT' S APPROVAL MUST BE SECURED FCR ALL SUBSTITUTIONS p CORNER F;flcr970}Q61617 C CHECK ALL DIMENSIONS dN STRUCTURAL DRAWINGS AGAINST ARCHITECTURAL E AT-REST LATERAL EARTH PRESSURE USED IN DESIGN 50 PCF L wIRE FABRIC REIr�FORCEMEPdT LAP ONE AND � HALF MESH WIDTHS AT DRAtiYINGS • SPLICES AND YiIRE TOGETHER �� F PASSIVE LATERAI_ EARTH PRESSURE USED IP1 DESIGN 300 PCF �����-�' D VER I FY OPEPd I FdGS TNROUGH FLOORS, RQOFS A�D WALLS WI TH M NO ��"ELD I NG OF RE I rJFORC I NG SHALL BE PERM[TTED UNLESS SPEC I F I CALLY �i�'���' ARCHITECTURAL, MECHANICAL, CIvIL ardD ELECTRICAL REOUIRE�Er�TS G COEFFICIENT OF SLIDIPJG FRICTION 0 4 CALLED FOR OR APPROVED BY�THE STRUCTURA_ E�dGINEER . t y 2 GOVERNING BUI�DING CODE UBC 1997 N FOOTINGS SHALL BE PLACED ON UND[STURBED NATURAL MATERIALS THE N QO NOT RE-BENG ANY BARS WITH A YIELD ST�ESS OF GREATER THArJ 40 CONTRACTOR SHALL REMOVE ANY LOQSE OR DISTURBED SO1L AND REPLACE K51 3 LIVE LOADS USED IPJ DESIGN WITH NO�J-EXPANS?vE STRUCTURn� rILL COMPP,CTED TO 95q STAFJDARD PROCiOR ;ASTM D698) AS APPROVED BY THE SOILS ENGINEER 10 Tf69BER A WIND PRESSURE PER UBC 1997 1 ) REFERENCE WIND VELOCITY 8Q MPN I TOTAL LOAD SOIL BEARING PRESSURE USED IN DFSIGN 3, OOQ PSF A ALL TI�aBER PRQDUCTS SHALL BE :N ACCORDA�JCE WITH TNE �JATIO�JAL 2 ) ExPOSURE CLASSIFICaTIOr� E FOREST PRODUCTS aSSOCIa�TION, �dATIO�lAL D=SIGN SPECIFICATION, 3 } IMPORTAr�CE FAC10R, iw t C S SLAB-ON-GRADE L�TEST EDITIOr� B ROOF A THE SLAB-ON-GR,�DE SELECTED BY THE OwNER �T rHE GROUrJD FLOOR LEVEL B aLL LU►�BER SHA�� 8E vISUALLr GRnDED ANC HAVE A �AXIMUM l,�OISTURE 1 ) FLAT ROOF SNOW LOAD, Pf 80 PSF OF fH1S 13UILDING NAS SO��!E R?SK OF �IOVEMEN7 CONTENi OF 19% � C FLOOR 40 PSF E3 THt CONTRACTOR SHALL DIRECT QUFSTIONS REGARDING THE SUBGRADE � PREPARAiION REQUIREI�ENTS TO TNE GEOTECHr�ICAL ENGINEER C FRAMIraG LUMBER 2x8 AND LARGER, DOUGLAS FIR-LARCH, ALL ELSE � 1-- NEN-FIR IN THE FOLLOV�t"d� GRADES Q w � D DECK 100 PSF {NOT REDUCED) C �IOVE�IENT OF THE SLAB-ON-GRADE ��AY CAUSE DAMAGE TO nNYTHING 1 ) GENERAL FRAMING STAPJDARD A�tiD BETTER OR STUD \J � CONNECTED TO BOTH TNE SLAB AND OTHER PORTIOt�S dF THE 2 ) STUDS STUD OR BETTER � 4 DISCOVERY aND FIELD vERIrICATION SUPERSTRUCTURE ISOLATION DETAILS FOR PARTITION WAL�S, 3 ) FLOOR JaISTS Ar�D ROOF RaFTERS r�0 2 OR BETTER e� � _ BASEBOARDS, P I P I NG, AND OTHER I TEMS MAY BE REQU I RED, REFER r0 THE a ) BEA�S, S rR I r�GERS, POS15 Ar�D T I!�BER� r�0 1 OR BETTER g�-�, Z A DURING CONSTRUCTIOPJ, THE COPITRACTOR �AAY ENCOUNTER EXISTING APPROPRIATE DRA',NIfJGS OR CONSULT WITH THE RESPONSIB�E ME�!BER OF � O CONOITIONS `�HICN ARE NQT NO'�1 KNON�'N OR ARE f�T VARIANCE t�IITH THE DESIGN TEAM PRIOR TO COP�NECTING ITEMS TO BOTH TNE SLAB-ON- D BRIDGING BRIDGE BETWEEN JOISTS OR RAFIERS 'NHERE NOP,�INAL DEPTH- �,P R O J E C T D O C U�+E N T A T I O N (D t S C O V E R Y) S U C H C O N D I T I O N S M A Y I N T E R F E R E G R A G E A N D O T H E R P O R T I Q P�S O F T H E S U P E R S T R U C T U R E TO- tHICKNESS RATIO ExCE ED S 5 ��I TH B E V E_-C U r D O U B L E- C R O S S E D ��►�O O D (n ` 'rJI TH NE'rY COPdSTRUCT I ON OR REQU I RE PROTECT I ON AND/OR SUPPORT CF BRAC I NG, OR �'I TH SOL I D BR I DG I NG ?_ " TH I�K BY QEPTH OF JO I ST END "" E x I S T I N G w O R K D U R I N G C O N S T R U C T I O N, O R �A Y C o N S 1 S T O F D A►�A G E O R 9 C O N C R E T E r J p,I L S O L I D B R I D G I r�G T O J O I S T S ��A�� B o T� E N D S O F C R O S S-B R I D G I r�G � � D E T E R I O R A T I O N T Q S T R U C T U R A L M A T E R I A L S O R C O��P O N F"J T S l M1'H I C H C C U L D SPACE BRIDGING AS RE�UIRED BY CQDE PRJVIDE SOLID BLOCKING � JEOP�RDIZE THE STRUCTURAL INTEGRITY OF THE BUILDING(S) A ALL CONCRETE SHALL BE NORMAL WEIGHT AGGREGATE UNLESS NOTED BETa�EEN JOISTS nND RAFIERS aT SI;PPORTS CLEARLY IDENTIFY INTENDED USE FOR EACN MI'�( DESIGN SUBti�ITTED FOR B THE CONTRACTOR SHnLL r�OTIFY THE ENGINEER OF ALL DiSCOVERIES HE APPROVAL CONCRETE SHALL CONFOR!� TO THE FOLL0IYING rABLE E STUD vJA�LS � BELIEVES MAY INTERFERE '�kITH PROPER EXECUTION OF THE WORK OR 1 FRAt�E STUU �tiALLS ihITN Zi STUCS @ ,5" Ord CENTER �S CALLED FOR "'— Q JEOPARD I ZE THE STRUCTURAL I NTEGR I TY OF THE BU 1 LD I NG(S) PR I OF TO � �TH !�!Nl�tUM I�A SLUAIP ADDl�IX- I�IAX A1 ) !1 1 v PROCEED I NG W I TH Y�ORK RELATED TO SUCN D I SCOVER I ES t��1 �� EM � t�EM iN A( R �}2 Or� THE DRAW I NGS ��{„� ( _ t%U�ItM RqT10 � S� 2 ) PROb IDE A M I N 141U�d OF 3 STUDS P,T CO�NERS � J C THE STRUCTURAL UOCUMENTS MAY SPECIFY DIMFNSIO�JS, ELEVATIONS AND SACKS/C Y 3 ) SHI�� rOR BEARING ON CONCRETE SUBST�ATES GROUT Y�ITH 1 3 � � } CONSTRUCTION CONDITIONS TO BE fIELD VERIFIED THE GENERAL FOUNOATIONS 3000 55 058 3-4 75" 4-6 PORTLANC CE"dENT-SAND GROUT FOR FU�_ BEARING CONTRACTOR SHALL BE RESPONSIB�E FOR FIELD VERIFICATION OF ALL 4 ) w'H E R E �I U L T I P L E T O P P L A T E S A R E C A L L D F O R I N T H E C O N T R A C T '� INTERIOR fLATWORK 3000 5 5 0 58 2-4 75" D-2 DOCUMENTS, STAGGER SPL iCES AND F AC= NA IL PLATES TOGETHER ,�✓ SPEC I F I ED COND I T I ONS PR I OR T 0 PROCEED I NG W I TH THE CONSTRUCT;ON OR ALL OTNERS NOT NOTED 3000 5 5 0 58 2-4 75� 4-6 5 ) �'ROV I DE STUDS AT OPEN I NG JAMBS AS =OLLO'+VS FABRICATION dF ANY STRUCTURAL COh�PONEPJTS RE�ATED TO SUCH �� _ � CONDITIONS THIS FIELD VERIF�ICATIOPd SHALL BE �AGE IN A TIMELY a ? STUDS AT OPENINGS �ESS THAN � 0° WIDE MANNER SO AS TO CAUSE NO DEL�YS Ird ExECUTIOrd CF THE wORK b 3 STUDS Ar o�Er�INGS BE;wEEN 5' -o° PPdD 8' -0" wIDE c 4 STUGS 61IPvIMUh� �T OPErdINGS G�EATER TH�N �' -0" wIDE 5 STRUCTURAL STaBILITY QURING CONSTRUCTIOr� � rOTat alR CQ�TEM, PERCENTaGE R�t�GE Char;GE TO 5-7 iF ExPOSED TO 6 1 BEAR OPENIP�G HEF�DERS ON a1ULTIPLF Jr�!�B STUDS AS FOLLOWS FREEZiNG TEMFERnTURES a i STUD nT OPENINGS �ESS THAr� g' -O" wIDE A THE STRUCTURAL DRAWINGS ILLUSTRATE THF COMPLETED STRUCTURE uITH b 2 STUDS h+INIMUM AT OPENI�dGS ��FATER THAN 8' -0" WIDE '` ALL E�EhlEPdTS IN THEIR FINAL POSITIONS, PROpERLY SUPPORTED AP�D B ALL C4PJCRETE IN CONTACT VUITH SOILS SNALL USE TYPE i-II CEMENT � ) REFER TO DRAWINGS FOR SPECIAL STUD CCNDITIONS BRACED C RE I r�FORC I NG �I LO SrEEL RE I�JFORC I NG SHALL BE ASTM n6 t 5 1"�I TH A F AL� MUL�I PLE MEMBER HEADERS, BE pr�s AND �OST S MADE FROM FRAM I P!G B THE COPdTRACTOR SHALL BE RESPOtJS18LE FOR ALL CONSTRUCTION FaEFr�S MI�JIMUI� YIELD STRENGTF+ 60 KSI, EXCEPT WHERE NOTED AS 40 KSI ALL �U��1BER SHAL� BE NAiLED TOGETNFR TO FORP� A SINGLE, COti�POSITE UNIT AfJD METHODS RE 1 NFORC I NG REQU I R I PJG 19E1 D I PJG SHALL i,GNFOR�d TO AST�a A?06 NIELDED US I NG NO LESS THAPJ T�y0 ROWS OF i 6d P,7 ,?" 0 C WIRE FABRIC SHALL CCNFORM TO AST�1 A185 G COhaPL� rYiTN f�iP�Ih�IUl�1 STA�dDARDS FOR FRAt�IVG CONNECTIOt�S AS SET C THE CONTRACTOR, IN THE PROPER SE�UENCE, SHALL FROVIDE PROPEF T SHORING AtvD BRnCIPvG AS MnY EE REt�UIRED DURING CONSTRUCTIOPd �0 D REIN�ORCE�fENT �ROTECTIO�v FoRTE� IN u8c A8LF P�Q 23-1 [-B-i Af�dD 23-I I-8-2 AND AS DETAILED ACHIEVE THE rIPJAL COMPLETED STRUCTURE 1 ) CONCRETE PLACED AGAI�dST �ARIH 3° 2 ; CONCRETE PLACED iN FORM�S BUT EXPOSED ?0 W'EATHER OR EARTH ri LA�IINATED VrNEER LUI�BER (LUL) AND FARAL�EL STRAPdD LUMBER (PSL) a BARS #5 ANC SMALLER i-1/2" l ) LvL oR pSL PRODUCTS SHALL BE PL�aNT FABRICATED Ir� a� 6 SUB�AITTALS CONTINUQUS PRESS 1YITN ALL GRA;N ORIENTED PARALLEL TO THE o A FURNISN ONE SEPIA P,ND ONE FRINT OF SHOP nrJD ERECTION DRa�IrdCS TO E REIPJFORCING PLACING TOLERANCES LtNGTH OF THE MEMBER � •� STRUCTURAL ENGINEER FOR RFb'IEti'Y PRIOR TO FABRICATIQN SUBF.�I1 IN A 1 } CLEAR DISTANCE FROM BARS TO 2 ) ALL !.VL OR PSL PRODUCTS SHALL BE 5.,'BI,�ITTED FOR APPROVAL WITH TIMELY MANNER TO PERMIT 10 `�VORKING DAYS FOR REJ;EW BY STRUCIURAL a SOFFIT ON EARTH +,%- 1/2" REFERENCE TO THE APPLICABLE CURRENT NATIONAL EVALUATION �„�„� ENGINEER b r OR►�ED SoFF 1 T +;- 1,i�" REPORT PREPARED BY CAB�, OR CURREr� Ev,�LUAT I OP� REPORT �"'°y�,`��� c FORMED SIDE OR VERTICA� �URFACE +/- 3/8" PREPARFD BY ICBO ���..A:�'''°' B FURNISH TWO SETS OF CONCRETE, GROUT Ar�D PAORTAR �Ix DESIGNS d TOP SuRFACE 3 ) LvL tiiE�+BERS SHALL N-4vE THE FOLLOtiYi^JG ALLO',vABLE STRESSES ���� INCLUDING STRENGTH TEST DATA AND �1AP�UF�ACTURER' S LITERATURE CN ( 1) DEPTH 8" QR LESS +/- I,I4" a rLE�(URAL TENSION OR �O�aPRESSION 2600 PSI ADMIXTURES FOR REVIEW BY STRUCTURAL ENGINEER fJ0 �ATER THAP� � (2) DEPTH M10RE THAN 8°, �JOT ti�ORE THAN 24° +;- 1/2" b HORIZONTAL SHEAR 285 PSI WEEKS PRIOR TO ON-SITE USE Gf THESE MATERInLS (3) DEPTH 6�ORE THAN 24" +/- 1" c COMPRESSION PARALLEL TO GRAIfd 2a60 PSI 2 ) SPAC i NG OF BARS d COMPRESS I OfJ PERPEND I CULAR TO GRA 1 N 750 PS I Dato� IO.IIA� C GENERAL aND SUB-CONTRACTOR rJOTES o LOn,GITUDINAL BARS Ird CCLU!�NS, GIRDERS, BEAMS +/- 1/a° e ►�ODULUS OF ELASTICITY 1, 800, 000 PSI � 1 ) THE GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS FRI(R TO b TIES AND STIRRUPS +/- 1" � ) PSL MEti�BERS SHALL HAUE THE FOLLO'��ING 4LLGWABLE STRESSES Rovi�od= '- SUBMITTAL FOR REVIEW BY THE STRUCTURAL ENGINEER IN c 1Pd SLABS A�dd �ALLS +/- 2" a FLEXURAL TENSION OR CO"�IPRESS'.ON 2900 PSI 1090A2 � ACCORDANCE N�ITH THE PROJECT SPECIFICATIONS 3 ) i_ONGITUDIPlAL LOCAT[ON OF BENDS APdD BAR ENQS b HORIZONTAL SHEAR 290 PSI �•��.� ~ 2 ) THE STRUCTURAL DRAwINGS SHALL NOT BE USED nS B�CKGROUr�[5 FOR o ,aT DISCONTINUOUS END OF ��EMBER +/- 1/2° c COMPRESSION PARALLEL TU GRAIt� 2900 PSI �_7� SNOP OR ERECTION DRA�VINGS DRAWINGS PREPARED IN THIS hAPJNER b ALL �THER LOCATIONS +/- 2" c� CO�IPRESSIQN PERPErdDICULAR 1G GR�IN 750 PSI g.�� � A�JD SUBMITTED FOR REVIEYJ TO THE STRUCTURAL ENGINEER WI�L BE e �ODULUS OF EL�STICiTV 2, OOO, G00 PSI - � N RETURNED REJECTED AND CONS I DERED AS r�OT BE I NG I N CONFOFMANCE F NO SPL I CES OF RE I NFORCEf�!EN1 PERr�I T TED ExCEPT AS DETA I LED OR �;y���e::e•��e;�',��a; o WITH TNE PROJECT SPECIFICATIONS AUTHORIZED BY STRUCTURAL ENGIr�EER h9AKE BARS CONTINUOUS ARQUND e.�, �c��oo:�s�� ti, CORNERS �4'HERE PERM I TTED, SPL I CES MADE BY CCNTACT LAPS, SHALL BE .�:' �,���, 0 7 FOU��DAT I ONS - FOOT I PJGS - 36 BAR D I A�!ETERS M I N I MUh1 � 1��73 � �' ; � A A SOILS INVESTIGATION HAS NOT BEEN PFRFORMED FOR THIS PROJE(i G PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPCRT REiNFORCING AT ; �,��,,�/ • 1 ) THE OWNER SHALL EMPLQY A QUALIFIED GEOTECHNICAL ENGINEER TO POSITIONS SHOWN ON PLANS AND DETAILS �•ifj.f'�f•O'!�`�'�� � INSPECT ALL FOUPdDATIOP� EkCAVATIONS PRIOR TO PLACEMENT (F �' fQ�y����1�'�� � N PROVICE S�EEVES FOR ALL PIPES PLACED THROUGH CONCRETE � s A'' N CONCRETE FOR FOOTINGS 2 ) THE GEOTECHNICAL ENGINEER SHALL VERIFY THAT TNE SAFE BEARIN� Z CAPACITY OF THE BEARING FaATERIALS MEETS OR FXCEEDS iHE I NO OPENINGS OTNER 1HAN THOSE SHO'�'Pd ON THE STRUCTURAL DRAWINGS W ASSUMED TOTAL LOAD ALLOWABLE BEARItJG PRESSURE USED IPJ [ESIGN SHALL EE PER�aITTED U�dLESS THE ARCHITECT' S AtJD STRUCTURAL N AS STATED BELOW ENGItiEER' S APPROVAL IS SECURED PRIOR TO THE PLACEMENT OF RE I NFORC I�dG STEEL �t �"�r 3 } THE GEOTECHNICAL ENGINEER SNALL PREPARE Yti'RITTEN ,�� ,�, SPECIFICATIONS FOR SUITABLE BACKFILL MATERI�LS AND PERfORM � CO!�PACTION TESTS ON APPROVED BACKFILL PLACED AGAIPdST J SLABS SHALL NOT HAVE JOINTS iN A HORIZONTAL PLAP�E ANY STOP 1N �O .Q ( ° � FOUNDATION WA�LS, BELOW SLABS-dN-GRADE AND BELOW COPJCRETE WORK ►,�UST BE MADE AT CEPITER OF SPAN OR AT CE�d7ER OF Z _ FOUNDATIONS SUPPORT WI7H VERTICAL BULKHEADS AND HORIZONTAL KEYS, UNLESS , OTHERYtISE SHO�kN ALL CONSTRUCTION JOIPdTS SHALL BE AS DETAILED OR � � B BOTTOM� OF FOUNDATIQN OR GRADE BEA�� SHALL EXTEND A MINIMU�1 0� 48 AS APPRdVED BY ARCHITECT AhD STRUCTURAL ENGINEER � INCHES BELOW ADJACEPJT FINAL GRADE �. � _ �� � � �� � Gwathmey � Pratt � Schultz 1 BU1LT-UP LVL AND PSL ��EMBERS CONNECT MULTIPLE MEMBERS USING 2 ,,,���K�, P� ROWS OF 1/2" DIAI�ETER THRU BO�TS SPACED AT 92'� 0 C BOLT NOLES t000 s rrontoQ.Re w..t POST LOAD fRO�I =_-�`------�_ - - KfNG STUDS ABOVE SHALL BE 1/2" IN DIA�tETER AND LOCATEO 2" FR01� TNE TOP AND BOTTOM �.cw�o e�as� TM 970)�76-tt�7 LEVEL S ABOVE OF THE MEMBERS STAGCER ROWS AND PROV I DE A M I N I I�UM OF 2 BOL TS AT �o� o�o� +�6-+6+z � � ` -�_ ��— TR�M�IER ABOVE E:ACH END OF MEMBERS T 0 SHEATHING J LAM I NATED ME�IBER S 1 ZE� SNOWN ARE PdE i, OTHER MEI�BER S I ZES ARE - °f�""�""""'' -�-- -- - BLQCK JOIST SPACE NOM I NAL °�`'�°i�°�"''°°' RE PIAN BELOW KINC STUDS �a�`� +/ & TRIMMER �"Dj7�� � K SOLID wEB I JOISrS • � ` 1 ) FLOOR AND ROOF J(]STS SHALL BE PRE-ENG(NEERED SOLID WEB i JOIST SPACE --- - '' BIOCK JOIST SPACE JOISIS AS �ANUFACTURED BY WILLAI�ETTE [NDUSTRIES, INC , TRUS- BETWEEN FLCdRS SOLID @ POST LOAD J01 ST MCM 1 LLAN C(RP , OR APPROVED EQU I VALENT RE PLAN APdD NOT S DETAILS FOR JO?S1 SPACING AND OEPTH MEM1IBERS SHALL BE CONNECTOR PATTERNS SHOWN ARE FOR FACTORY MANUFACTIRED WiTH ORIENTED S7RAND BOARD (OSB) WEBS, GANGEO STUDS SHEATHED ON AT LFAST CONTINUE POST TO =_ LAMINATED VENEER LUMBER (LVL) OR h�ACH[NE STRESS RATED (MSR) ONE NARROW FACE OF TNE �IEMBER POINT OF SUPPORT - LUMBER FLANGES PER CODE APPROVAL BY ICBO SUPPLIERS SHALL � FURNISH ALL MEMBERS, WEB STIFFENERS, BLOCKING PANELS, ENO z W ���2� TYP� � BLOCKS, JO I ST HAhGERS AND M I SCELLANEOUS ACCESSOR 1 ES THE � � CONTRACTOR IS NOl TO CUT, NOTCH�OR OTNERWISE ALTER THE MEMBERS WITHOUT 'HE WRITTEN PERMISS[ON OF THE STRUCTURAL � j ENGINEER AND THE SUPPLIER � p �— _ � � � L SHEATHING � 1_ • 1 ) CONFORM TO AMERI(AN PLYWOOD ASSOCIATION (APA) DESIGN � SPECIFICATION, LITEST EDIi14N SHEATHING SHALL 8E � � > ( CONTINUOUS OVER �HREE ADJACENT SPANS MINIMUM � ln ' � \ 2 ) FLOOft SHEATHING 3/4" THICK TONGUE AND GR40VE APA RATED � _- 16d C9►��+ON NAiLS � I SHEATHING 32/]6, EXPOSURE 1 NAIL TO SUPPORTS WITN lOd @ 6 � _ SEE 'v)TE 2 �—"� - ?NCHES 0 C AT �,LL PANEL EDGES AND lOd @ 10 INCHES 0 C AT (� ,Z—� ,— - �/Z"4� IHRU BOLTS � � -= =�— TYPiCAL WALL 1 NTER I OR OF PANEL GLUE F LOOR SHEATNING TO SUPPORTS WI TH �"a � 2'-G� 0 C � TYP � I FRAI�INC "T I TE-BOND" (OR �PPROVED EOU I VALENT) CONSTRUCT(ON ADHES(VE f(� � SNALL MEET APA AfG-01 V 0 � ' — KING STUD� 3 ) R00� SHEATHING S/8° THICK APA RATED SHEATHING 32/16, O O EXPOSURE 1 NA1l TO SUPPORTS WITH Sd @ 6 INCNES 0 C AT V � �VL COLU}�aN DIl�ENSIONAL LUI�BER ALL PANEL EDGES eND Sd @ 12 INCHES 0 C AT [NTERIOR OF PANEL � � 4 ) WALL SHEATHING l/2'� TN1CK APA RATED SHEATHING, EXPOSURE 1 � � T ORIENT PANELS Wi�H FACE GRAIN PARALLEL TO WALL STUDS. NAi� — � O NO ES � 70 SUPPORTS WITN 8d @ 6 1NCNES 0 C AT ALL PANEL EDGES AND � � v 1 PROVIDE A MINIMUM OF �2) STUDS @ tACN BEAM SUPPORT 8d @ 12 1NCHES 0 C AT INTERIOR OF PANEL ? FOR DIMENSIONAL LU�18ER STUD PACKS NNLING SHO'JVN IS FOR EACH PLY ��w I 5 ) REFER TO DRAW 1 NG, FOR SPEC I AL SHEATN t NG OR NA l L!NG � -1 � 3 ST U D PA CK MAY B E S�B STIIUTED fOR POST SIZE CALLED OUT, MATCH lu►�BER Gka�E — � 4 PROVIDE TYPICAL SHEATHiNG NAIUNG TO EVERY OTHER STUD �RE PIAN REOUIREMEP�TS � } ALL II�ULT�PLE-STIjD FOSTS SHALL 8E I�J+DE CONTINUDUS BETWEEN �E�EL Cf SUPPORTED �E�1BER ANG FOUNDATION, BEAi� OR HEADER M ALL T]MBER CONNECTORS SNALL QE � STRONG-T IE� CONNECTORS AS (wNICHEVER COMES FIRST} �tANUFACTURED BY THE S MPSON STRONG-TlE CONNECTOR COt�PANY FOLLOW � SUPPLIER' S INSTALLATION RECOMMENDAT(ONS �( A GANGED P�ST SHEATHEa B FRAMING @ MULTI— STUD POSTS ` N INSTALLATION OF PRE-E!�GINEERED SYSTEMS � O.O NO SCALE Q_Q NO SCALE 1 ) PRE-ENGINEERED S'STEMS SHALL BE 1NSTALLED ACCORDING TO THE MANUFACTURER' S R[COI�MENDATIONS AND SPECIFICATIONS SHOP DRAWINGS SHALL B[ SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PR[OR TO fABRICATION S1D 0 LAG SCREWS NOOK l ) CONFORM TO ANSi/iSME STANDARD 818 2 1-1981 2 ) CLEARANCE HOLE F9R SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK AND THE SANE DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK � 3 ) LEAG HOLE FOR THREADED PORT (ON SHALL HAVE A DIAMETER EQUAL ?0 70% OF DIAMETr,R OF UNTHREADED SHANK � —�I 4 j THREADED PORTIOPd OF LAG SCREW SNALL BE INSERTED INTO LEAD I yOLE BY TURNING YITN A itiRENCH, NOT 8Y DRIVING W[TN A HAMt�ER _ 36 PAR � �AP 5 ) USE SOAP OR OTNE� LUBRICANT ON LAG SCREW OR IN LEAD HO�E TO - FACfLITATE INSERfION AND PREVENT DAMAGE TO LAC SCREW ° �� »,"'�"`e�. 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RF••,�' c� REMAINDcR OF STUt7 PACK AS SHOWN ABOVE � 1' � 3 1�1ATCN T 0 SLAB 4ND T 0 w`ALLS WITH EXISiING �°�,Q,� ��•.�p -� � �� � 4 CONTRACTOR �0 fiELD VER1FY E CONDITlONS ��' � • °- 4 CUTTlNG AND NOTCHING OF STUCTURAL POST NOT ALLOWEO � '} � 1 � ) �c ,�^_ R'; 5 BORED HOLES ARE ALLOWED IN STRUCTURAL POSTS WITN THE FOLLOWING UMiTA?IONS �� ,� 'I� � � N Q TI FY S T RU C TU FAL EN GI N E E R O F A N Y D I S C R E P E N C I E S � 1�'���` ; 0 6 1 HOLE DIAMETER < 25� x POST WIDTN @ DRILLED FACE �� �' "1 �, � N 6 2 CLEARANCE FROM EDGE OF NOLE TO EDGE OF POST > t" {� � � � � ,���� �ZI.O%;�tt,�` � 6 3 CLEAR DISTANCE BETYYEEN IN-LINE HOLES > 2x DIAMETER OF LARGEST HOLE � ••••' ° 6 4 ONE HOLE MAX ACROSS POST (MUL�IPLE HOLES ALONG POST CKAY IF THAY l � � ' �s�������'' � l- � i W MEET THE REST OF THE REOUIREMENTS �ISTED ABOVE) �` `1 N , ,1 � A P�ST CALL�UT LEGEN D . i ;y� �� �' � ��,oN �� NO SCAIE I � l Q s2.o, ` , ' S2 .a I m 0 � 4 � _-- ____. _._ ,.�-- �--------�-...,,.,..--._.� — �....�,,.,.-.— ` , _ . 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(Y70)�76-t8t2 I[0�[-ROLI�K 57�1[Ai1l� ��/ �qQ 1�4dM Bea+r(kM 8M �t�, ��7�` a��c1�i��° � /�05� �� �, �( a , BOTIQN{ OF POST POST CONTINUES TO{' Of POST THRU f100R � � _ _ �__.� _ ____,___� ;____ _ _ _ � '--\� NOTES 1 PROVIDE A MINIMUM OF (2) STUDS � EACH BEAM S�PPORT IF NO � ' \ l POST IS DESlGNATED , ` \�� ` � 2 ALL h4ULTIFLE STUD POSTS SHALL BE CONNECTED PER A/SO 02 , �\ � � 3 WHERE NAILS ARE USED, EACH ADDITIONAL STUD IS NAILED TO , , � . . � RE�IAINDER OF STUD PACK AS SHOWN ABOVE >� � ' , , � � N 4 CUTTING AND NOTCHING OF STUCTURAL POST NOT ALLOWED ' ��.�� � . 5 BORED HOLES ARE ALLO�VED IN STRUCTt1RAL POSTS WITH TNE FOLLOWING IIMITATIONS i � ~ :1. , ,-" 6 1 HOLE DIAMETER < 25� x FOST ti'VIDTN � DRILLED FACE �� ��J 5�� , ` _ � � 6 2 CLEARANCE FROM EDGE OF HULE TO EDGE OF POST > 1" �,� - � � -�r 6 3 CtEAR DISTANCE BETtiNEEN IN-LINE HOLES > 2x DIA�AETER OF LARGE�T HOLE � ,� �� "� �� �r M TER BE�ROOM I ,iG- � 6 4 ONE HOLE MAX ACR�SS POST (MULTIPLE HOLES ALONG POST OKAY If THAY s�� OV� ' P'` � �` , � ` � C W GP GP 9' � � � MEET THE REST OF THE REQUIREMENTS LISTED ABOVE) � �� +�,�,�`'/ � �l , -�J J !y. , r � � C � ��`' �" � f ` 6 � T Q PLYWQOD — Q B PaST CALLOUT LEGEND ��� ��`� � � � J /�� , f�f c�� � � 1 U 7 -5>>g" V I � S2.� NO SCALE }� P� l�l /�/ - . ��p � O p . 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'� z � �-```-- TRINIMER STUDS + KING(S) @ 1EADER � Y�p� , � �Q\ \� �� � ,- � RE SCHEDULE . , - � � r�i�ir�wrir,r .r r.w � OPENING W�DTH � � , �Q� / rr.«aw.+we.r�.cw n _ \ f i ►��"�.�aw.r�r.w.��.wm. RE ARCH ---�� `'� • , 1lVALL HEADER A(�D JA�B SCHEDULE \ , f � . �J —' � , `� Daie= IOIIAZ �° I�ARK HEqpER HEADER dt ,IAId18 KEY - R�sv�sed �.. - , . 10.30A2 1.14A3 � �A (3) 2x6 DF�2 ' � , , i��.� A32- '�� OF KIN( STUDS a O (3j 2x8 DF�2 REQUIRED � " � � " 3�s� � � � NEADER� � OF TRIM�lER `.TUDS . ' , � - � �� � REOUIRED - a� �- ` �.'``l`a 6'1L:����+..� W ¢ � � ciZ','�., o E�MP�E - - - MIDDLE LEVEL FLOaR PLAN �'� `'`��� � `���°��`� A32 = (2) 2x6 DF�2 HEADER a'� �� ' o , ' / �: a wI �3) TRIMMERS • , � 1�4. = t _a" r� : 1��73 , AfdD (2) KINGS �%� NOTES °;� : �.'�� -- � J 1 3/4° APA PLYYOOD SHEATHINC NAII TO JOISTS WITH .� . v � - � NOTE � tOd @ 6" 0( AT PANEL EDGES, AND tOd @ 10" O.0 �5��'��'��i� 0 1 @UILD OUT HEADERS TO A TOTAL WIDTN OF 3 1/2" OR 5 l/2" BY A�DING PLYWOOD AT PANEt FIElD '�'��� Z SPACERS BETp,'EEN iNDIVIDUAL �tE�dBERS '� � � ' 2 CONTRACTOR 0 FIELD VERIfY (E) CONDITIONS S 2 FOR WALLS GREATER THAN 5 1/2" IN WIDTH, BOX HEADERS SHALL BE USED FOR �' TOP b 60TTOM PLATE OF BOX, USE 2x WALL W[DTN 3 EXTERIOR STt� WALLS SHALL BE 2x6 � 16" 0 C 3 ALL TRIMl�ERS & K1NGS SNALL BE DF �Z W1TN WIDTH 70 I�ATCN WALL WiTH �/2" PLYNOOD SHfATHING 5h�et �r � MIDDI.� LEV�L " A HEADER SCHEDULE a 5� . 1 ° NO SCALE = S2.11 m a � ,. � .�,___,_ �„�.�,., ---�,,..�- _ _..� �---- . . \�' -' � Vwathmey . - Prott �% � ./. - S�hultz , . . � , s - AtCMtKtL PC / tC00 S f.ontoqe Re wMSt G \ ' iq 970)s76-Nt7 �� �`ti � �a.. fs�a o b•�a,ssz ' � � / , ��,� � `�.� � '�� - �� �.K �i? / , , �`�' o��� � � �°� w°a,t°"o a�sto �.` pm►ua��i / � � �� � . / �� , � � � � � � � yh'� � �o °ny ��� -- - - - - - - - - - - -- - - - - - -- - - , � , ��,—� � ,�O �+�.� 0�' yQ.�` � , {� � —�\ . , \ �� ' �� / � �` �� � , , � � ,� `o` � , ' �+� / `�' \ � �' / '\�\4}� �_�a�� ' /,�� \ \ ` � i -9 � '� . / /� �. s�i , � �+ � <� � � � � � \. � ~ ` Z � � , ' , — -- `�� / � -_-- � � � �,1 .`�, , �J ---- � • ; ``--� Q � / ------- ---- �r -------------------- - ----- ---- s� � . , , � / \ \/ o�� � --._ �`� \ � �� —°'' � J,U � � , . , '`� , . 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POST CONTINUES TOP OF POST ���fii \\ ��� � °�'�~`�"���` RE ARCH THRU F�COR 9rT�, o� ,� �'P �'`�d� \ ' �9 4 � ����y� 1f�lALL HEADER AR�D JA�B SCHEDULE NOTES v �'"'���' 1 PROVIDE A ti11NIMUM OF (2) STUDS @ EACH BEAM SUPPORT iF NO � , tdARK HEADER HEADER $ JAA18 KEY POST IS DES�GNATED OQ� — � Z A�L MULTIPLE STUO POSTS SHALL 8E CONNECTED PER A/SO 02 � � � OA (3) 2x6 DF�2 3 �'UNERE NAiLS ARE USED, EACH ADDITIONAL STUD IS NAILEG TO De�te. 10 iIAZ _ A32- �# OF KING STUDS REMAIPdOER OF STUD PACK AS SHOWN ABOVE ��� � O �3� 2x8 DF�2 REQUiBED 4 CUTTING AND NOTCHING GF STUCTURAL POST NOT ALLOWED � � � '- �� 5 BORED HOLES ARE ALLOWED IN S i RUCTURAL POSTS WITH THE F OLLOWING UMITATIONS , 10.30A2 HEADER� � QF TRIMM[P, STUDS 6 1 HOLE DIAMETER � 25� � POST WIDTH @ DRILLED FACE `-_`-�--_ i.14.03 -� �31.03 o REQUIRE� 6 2 CLEARANCE FROM EDGE OF HOLE TO EDGE OF POST > 1° ---__�_ / _ 3•?�� � 6 3 CLEAR D15TANCE BET�'YEEN �N--UNE HOLES > 2x DIAMETER OF U�RGEST HOLE -- / 0 �� , ,;, EXAMPLE 6 4 ONE HOLE MAX ACROSS POST (MULTIPLE NOLES ALONG POST OKAY IF THAY �,� � -`-" � ., �. ° A32 = (2) 2x6 DF�2 HEADE� MEET THE REST OF THE REQUIREMENTS LISTED ABGVE) �e �. ••' �. � '•F � �Y/ (3) TRIMMERS .� v;O ° AND (2) KINGS ��' ?n; � NOTE B POST CALLOUT LEGEND ; 's�`�� ;:�, . �, 1 BUILO OUT HEAdERS TO A TOTAL WIDTN OF 3 l/2° OR S i/2" BY ADD NG PLYWOOD 52.1 NO SCALE /y t�, � SPACERS BETWEEN INDIVIDUAL f�El�BERS ��S�'��•������ N 2 FOR WALLS GREATER iNAN 5 1/2� fN WIDTH. BOX NEADERS SHALL 6E USED FOR ���tl�� z TQP & BOTTOl� PLATE OF BOX, USE 2x NALL WIDTH � - �-- 3 ALL TRI�IMERS & KINCS �FIALL BE DF �2 WITH W(DTN TO MATCH �7ALL �., .., _ N A HEADER SCHEDULE ' � 1 UPPER LEVEL FRAMING PLAN ,,,��,.. � S2.� NO SCALE 0 � � 2.1 ,��- _ ,�-o° �� . � � m a � r \ . � _ 2X �oisT- -- 6x 8�+� Gw►athmey - NEW FDN EXIST(NG FDN 2x TREATED LEDGER - 2x STUD WALL = W/ LUS HCR PrOtt •WITH �/2� x 6° WA . 6x POST "'� +� SIMPSON SC�'11JIt2 �4 DWISx 1'-0" � 24" @ 16 0 C _ HUC610 0 C�DRfLL 5/g"�x6° HOLE �- --— DE�O (E} EXTERIOZ : Y , , 2x DECK ��� `�t�an � IN EXISTING SLAB & EPDXY w+.ca«aaa e+es� / WALL PER ARCH - I SI�dPSON— — T« sm�,�a-,,.� GROUT / ° • C866 POSi ° ra. fv�o� ��a-�au NEw a' S�AB-- � B�E ON-GRADE T 0 C � - � �2� �5 = � — —— �a.c-roa�..c � , , TREATED-- � `D o�a�.°:°�`�e.r FIELD VERIfY 2x6 TREATED FLATE � / / / / 2x JOIST � �j WITH �/q'4 A8 C� � cu�ot�n� �j' �� � 4B" 0 C k1AX ';/ SiMPSON LUS -� / �/ FACE HGR �f - 8� �N 6R 0 L VERT 6x BEAI�I � ,� � �5 � 16" 0 C HORIZ �� / /, � � = -- �5x � DOWELS @ VERTS�� � ;j o - ��� AL T LEG OIRECTION Q �/ / �,. "v .f ' --COhT FGOTING W/ (2) �5 � ��/ i ;/ o � / / // � � N / � T � � t ` Z � RE PLAN � V � A �IEW SLAB @ E SLAB B FOUNDATION @ EXT WALL C NOT USED D POST Q NEW � � � S5.�1 3/a� _ ,�-a- S5.01 3�4- _ ,�-o~ S5.0 3/4° - ,�-a- S5.0 3/4- - ,•-o- � � � (E) DECK �;EW CONST _ 0 ADJACENT UNIT 6x DECK POST "' Z NEW FDN EXlST1NG FDN NEW fDN EXISTING fDN NOTE COyTRACTOR � �----�- -' � � TO FIELD VERiFY (E) - -6x BEAM W/ � Q (E) SLAB ON GRADE #4 DWLSx ?'-10" @ 24" 0 C� CONDITIONS � HUC610 � POST ��_4» 6- /� 1 -4" 6" DRiLL 5/80 NOLE iN EXIST�NG ADJACENT UNIT'S 6ECK 3" � (� T 0 W T OW AND EPDXY CROUT W/ HILTI HY150 2x JOISTS RE P(.�lN : ' RE PLAN . ' � d�p O �n � i % � � � / � / � �� / ' � � F— `�' �y `- ,. / / , ' � 7 � � � v / /- � -:'J / � / � �� / ' / � 0 � ^ � . � , , � ; , , / / /� �' _.t � � � � --(E} FOUNDATION i� `� � � -' � � �� / ,� �- � � } ' � WALL � i , � ' � i � . / ' �� � ' � � � �; i i `�.. � / / � / ; � � '�/ / � / /� . ��`' . r / / / � �i / � / i i � i � \ S � ' 1 , ', '// , / /� � / ,'� ' i --- �4 DWLSx 1'-10" � ?4" 0 C� �� � � � i , , ' , , � � � � DRILL 5�a"4 HOLE �N EXISTING ; � '� ' � / � ��/ / � � / ANC EFOXY CROUT W/ HILTI iY150 ; � � i , / � �' i i � - SI�+PSON C866 � i , ' , , i , , i , , i i /� � � � Z� - -,� i_l_ � /° i , - / , � f' //o �� "�-Y �, � � / / , / � "c� �/ / / W /Lu / � � sY � RE PLAN __�, E FDN C� E FDN F FDN C� E FDN G POST C� E °M� .` � S5.01 �/a� _ ,•-o� S5.01 3/a� - ,•-o� S5.01 s/a~ _ ,•-o° ��-� 7N 07frK�/p M YIO� IWrN�M il1Y`I�YIR�O•I }p�rpMrW��WMfJ,r M �/w 4nO�MM I �Y Y MI OYIy4�M�p�M�MpYKi 1OI IIi1M�IMb/.7i01"C��rt1i�al�I M I.a/��l.Wn�R rlrtt NlWha7►it Date 10IIA3 � o Revi9ed � t0.30A2 � i 14.03 � 1.9103 3 7.08 ,,� � 3.25.03 O � _ _' �.n �~,�" ° \ N s`*�t` � ,� M L+-� � +o . O 0��\ ''i� ° ! ••,J il � •� �V..fr.,7 � y � Q � � °"�'•�,���3 ' , N � �'�,�`�o ,���' 0 z � W N ��hcat Number � FDN 1��TP�ILS � 0 . . ��.o 0 Z _ � � � � - ,, ;� ,� . ' FOR ADDITIONAL INFORMATION i RE A/S511 Garathmey ; PI'Ott � - ' Schulta • ArCh'ltCb. Pt RE ARCH fOR_ +oo0 5 rra+eoq.aa wesr DRAINAGE v,�,ca«nao e+as� T�1 970)�76-1ts1 Fa.. 970) �76-�6t2 2x DECK--- o � ° 2x4 SLEEPERS am.�c-.nar.c � 16" 0 C� DECK DECK ���"+ (ALIGN W/ KITCHEN '"'�°0 et°0 JOISTS) 0 DENiNC 2x DECK--- A'�'�O7t� 2x JOISi � BEYOND ,� FFE - T 0 PLYWOOD FFE T 0 PLYNJOOD DECK MID�LE LEVEL� �pECK MIDDLE LEUEL� � — — — \ n — — � � fVl IVIVI IVI 1111 IRllll 1111 � + � _._/ `EA SPQCE'NG ��-16" T,1I '_// \�--?x BLOCKING 6x BEAM 6x BEA�I JOISTS � 2x LEDGER� - � 24" 0 C 6x POST�---- 2x RIPPED- DECK �2x BLOCKING DECK CONN TO RIb1 ^ � HUC612 �4 JOIST WITH BEDROOM @ 24" 0 C N/ (4} 16d @ BATHROOU (�) 2x � POST�__ nl SIMPSON LUS � 16" 0 C j W/ HUC212 ----CONTINUOUS i�-! ~ HGR EA END (2j LVL NEADER 16° R�M� 6x POST V � 6x POST � � CONTINUOUS � Z A DECK C� BEDROOM B DECK @ BATHROaM C BEAM P�ST C� UPPER DECK (� � S5.11 3/4° _ ,•-o� S5.11 3/4° _ ,•-o� S5.11 3/a• _ ,'-o~ — o � z /' ' � / ,T (E; 3�/e" GLULAMI VO O " / T 0 PYYYOOD �' � / KITCHEN � � UPPER LEVEL Q � � 16" CVL �EDGER� - � ' i ,' --(E PIPES � � O � CONN TO (E) RIM 3 ' � - — W/ (4) 16d C� 12" 0 C /< PLYWOOD \ i � , , , , , , l.1.�1 � � � , � � � , , � 10 PL YWOOD �i-T 0 PYWOOD T 0 P��4D ' �' ' ,� ', � Q � / / / , MiDDLE LEVEI `�, h�IDLLE LEVEL �'��DDLE L�l � � ,/ �,� � / , , � , � / � 0 } / / / / / ; � ' � - � / / i / , i / / i / / ^ � ' � � � / / � � /1,��_�-. / � ' / / � / / � � �/ i / / / / � 2x BLOOtING — ---_ `_ � � % � / � i � � � / / �, �- i / / � � / i EACN SFACE � / ' � i ' ' / � / � i � �% / i � , i i � ; / i � , -,� ^ � � � - , / i � � � , � �/ ,� (E) 3�/e" GLULA,�1 / \\� \�',-16" TJl JOIST 16" TJl 10f$T— ---� �--�E) JOIST @ ;IM � \(E) 16" TJI {2) LVL HDR -=� / , � \_ 16 „11 �OIST—� " / (2) TRIM4!ERS---��`- -" -- � -(E) POST ADJACENT � , -SI�tPSQN (US FACE HGR _�._ � � , ,_------- —- -- �EMO EXTERIOR _' / UNIT DROPPE[ LVL — ---— � �"` INALI PER ARCH �/ KING STUD � BEDROOM BFA�f��RE PLAN .' (i} KINC -- — ---___,�_` / REO'D �/ / / / !VEW 6" �TUD �YALL���� i�`-� � / � FIELD VERIFY (E) FIPE CLEARANCE o D JOIST BRG C� E WALL - J�IST BRG C� aROPPED BM F FLO�R @ E FLOOR G UPPER FLOOR HEADER �' �` S5.� � 3/4" = 1'-d" S5.� � 3�4., _ �'-0" S5.� � 3/4" = t'-0" _ �.�.ba.d.o. S5 11 �' 3/4" 1'-0" �"'� �'�.....''m.:�".::..� wrw.ra�+..+w��qw,�apy�n,eer wYw�Wi�s'r N Cs�N N Fpw�.r.�W�R haR r���CASi o, Data� IO.IIAZ � � � RCvi�d � 1030A� �= 1.14 03 1.3103 ,,, 9.7 03 O i .�5 _ °' ��"`� r�.�`�.. M ry ' O 3�y .� •U�/'a1o�'. �.., � • . C�v _ �'J �• �- � �• �tL\` ��•t�� O � , �v::/J '�o. _, n. �. . � •,� .,��,��•��� � �,s, = :,��`X � � ,�;���� t x 0 �--- s z � W _ � ShaGt Nurr�r � FL00�2 D�7'AlLS o . o , ��. 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ARCH-- _.�f___!_..---- 6x P05T-- @Z,pOST� B�OND- ---�� / � Z ST D yyq�RIOR ----- � �J � 2x8 JOISTS BEYOND—� - 6x FGST O O A F B DECK POST C� ROOF C P,OOF C� E ROOF � � LOW R00 Q S5.2 3/4° - ,•-o° S5.21 3�4� _ ,•-o� S5.21 3�4° _ ,'-o° � o _ � � Q V � O d � v � h 4 K� t 0 /wirt IL N IO�Ii► �I/il�O iMYWt O� fryY�f�M11P/MIMf/.r tlr �M �MNNK♦ w`M MOM�4Mw�0Upi 1aI `w�u.�w`�'a�`r� M O�C/1�.7_1 W��R F1'CL a srh xriz DaLCs IOIIA2 � � Rrsv'�Cd `- 10.30 02 � 1.14.03 r=- t.31.03 3'i.03 � 9.�5.03 0 °' �_�°-- ,� - o �;rrye:,r.m e,.�o� r i� e�� �, � �°C+���•� �tc'`�'' �`�� o ;� { �_ u���: fv�ic�� � • d 0 3 �;e�-� N O�S• ,Sl. � •\`" �.�c � ' cn � 'Q�, ��°a�� ,vH ,. 0 z - � W W � �'.,7'hL6C 1�uff�?Cf M ROO� D�T,41L5 � ° ��.� I 0 z i m a � -o Y ` �, y, -------------------------- Gwathme�w � � � ' i^ i � Pratt v � � i i------------------------� Schultz � � - I I acnr�h P� 3 Y - , r ��J7 s F,onroae Rd hAN : � ( ' Ja11 Cob�atl�81657 ��� � ' ' Tol C97Cpd7blld7 � ' Fax ro�o�n�aiaiz � - i i _ � � � " �, , t I �'� � � I I � - � I I I 1 I I � , - i i - " . 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