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Vail Village Filing 7 Tract B Pinos del Norte Unit J (2)
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BOX 1825 PINOS DEL NORTE - UNIT J PO BOX 4572 PO BOX 341G PO BOX 2�5 AVON, GO 81620 600 �/AIL VALLEY DRIVE, UNIT F5 VAIL, GO 81658 VAIL , GO b1658 AVON, GO 81620 (Gl0) 926-50G9 FAX (Gl0) G26-2qq3 �/AIL, GOLORADO 8165� (G70) G4q-9391 FAX (G70) q4q - 157� (G70) 845- 1001 FAX (G�O) 845-9G7G (9l0) G49 -5500 FAx (q ?C%% � �1 `i 4 :3 ', '1 GONTAGT: BETH LEVINE GONTAGT : LOREN HILL GONTAGT: PATRIGK PINNELL GONTAGT : KEN �ONE� G � N � Rr� L NOT� S G �� � G � � GU1. � T I ONS I� R�W I 1�1G I NI7 � X WN p� �iA�W �'O �V IE � .) ALL NEW GONSTRUGTION SHALL MATGH SEGOND FLOOR TOTAL 1 14 G ��-�VER SHEET p IGNp�LO�Jp.1. ExISTiNG MATERIf�LS AND QuALITY oF �TI-{ � Loo��� 200 � AI SEGOND FLOOR PLAN STA F � G � _ - GONSTRUGTION EXGEPT WHERE NOTED. / � ToTAL JJ � � A2 THIRD FLOOR PLAN AND WINDOW INFORMATION � � ` � � � � 2 ,) THE GONTRAGTOR SHALL FIELD �/ERIFY ALL ���� ����� ✓ ✓ � DIMEN510N5 WITH THE EXISTIN6 A3 BUILDIN6 ELEVATIONS �p? � GONSTRUGTION AND GOORDINATE WITH THE � ' ftRGH I TEGT. 51 6ENERAL NOTES & SPEGIFIGATIONS U:�' I '1�;: 3 ,) ALL NEW GONSTRUGTION SHALL FOLLOW 52 FRAMIN6 PLANS � DETI� ILS GURRENT BUILDIN6 GODES . OGT�.EI��200 /�-�vv������� �/�/�✓--rv����,✓- r' �r' ���^� 1tr;V151:1): � NOTE : STRUGTURAL DRAWIN65 NOT 155U�D ON II /10/03 �� ���`�..���� � � � � �. � � ✓ � -� Nov. io, 2003 ��� � � _ Slted Nuu � bcr . � V � � l ' U , � o � � � ' v � o � � � ; � � � ° � 00 � � � � � .� � � W O � � � - ' z V o 0 . � `� z � � � 5 0 ► � � � � x '� `� � � �\ � � � I ,� ` ; % \ O , �;�. ; � � � �T � W � � i \ ,. \ � Q � � r� �� \ � _� � O � � 5T,4GK I \ � ; � �, WASHEWDRYEf2 �- - -- / \� t � , / \ / •" � AtJJUSTBLE ; / � �'�! � LINEN I I � / � j // � . ; � � SHELVITIG - I � / �� � � � i _ 5 V2" / � � // : � r� �+ � ♦ / �_r A O 2'6" GLA55 SHWR \ � ' i FURRIN6 � , � / � r—, � � O I I I � DOOR w/GLAS'S � � ,- ,' / � � w �, �, �, z PAF�L -VERIFY � I-1/2" f' / � � U � � 0 SWING w/ONlNERS � \ � �URRING � � O � � p ; � � � - ` ; ' % , ., „\ z � U ' � NEW 6'-0" �' � � i' � � (�1 ""'Gi � .^., . � SLIDIN6 DOOR - `� ; ' / / 12 w � �6 � ; MATGH EXIST >3 i j` p , � � � � ; A ' DOOR HEIGHT —- �:\ �4+' a� � / , � � O '� � 1 1 � � � I � .�� ' �� y�B a�,�'�`'� f'�'� � ,, — . , . . — . — � I - �� - -- - - , r : - o — -- - -- - — — - _ _ � -- � _ I ` . I r � / / Q T /1a � I I , I � 1 , � + , �� � , ��j S . � � . r- L! r -- — ' r '� - ' V 1 o . �� � \ �- .�. . � �� � . , � �,, �- HAND HELD PAUG T � O . _ ` -- �. "� t• ` . '\\ ADDITION TO 5TA v � %y �yy ` � '� � . FAUGET I ` � $ATfi �I . / O � -�� r� � �' � � . . - sA� ; r�r�,o� a . � , , ::'s�. �' I I � �_ � — DOOR AND � � INFILL WAL_L--- i ` j � { , � ; o —� � „, _ � � � : a � ,� �., �� / � � � � _ --- / �--- -- - GENTERLI� OF SINK ALIG J� r-1 �� NEW 2 -O" DOOR - . z WITH ED6E OF WINDOW � � � C�) MATGH EXIST m ' `, . - � / � ( I � � EXIST G I I DOOR HEI6HT -- - I. � �i �\ �,�.��,�.iw.��-/�.,�^� `. BATH tt2 � in / ) ENGL05E J _� � �W 3'-O" DOOR - m ;y o/ J� �XISTING DEGK MATGH EXIST 2'-q• , � ' � ( EXISTING �y� I DOOR HEIGHT - -- — ` v ' � � `- -- - - SEE BATH DRAWIN65 BY ` � -- h�W LT-IN n 3 � "THURSTON KITGHEN AND B�DROOM �3 � - � 6UrIK 6�ED � t�W 2'-O' DOOR - u+ , O BATH" FOR MORE lNFO � ,{ -1 I MATGH EXIST o ; A THIS AREA � � / I _4 EXISTING DOOR 11E16HT DOOK AND �`'a'' 'O �EDROOM #2 '��v - - -- < , - — - -- — I HOUR PLUE - 5/8" DRYWALL INFILL WALL - � - - � � � _ , I`a • I BEDROOM_�?I � '� �\ Q LOSED ISEAM�ULL hA1D FOR� » -- - - � _ m — NEW (PW 1 '-6" • ��� �'� _ ` / _ -- ING FLUE JJJ I ! i �' DOORS - MATGH I S'� E�' -�\ �-' J,`� ! � i S' EXIST DOOR � � J ! ` i! I �-. m HEIGHT � � /,, O J � � ; ' � � � � � Y - - -- - - - — — — -- {� — — -- ---- - - — _--- — — -- - - - - -� —�__�-� _ - - J J� � �o - - — ,o, — EXISTI� — — � ` � IBUILT-IN ---- I �,/ I -__- = --_` _;_�—= I , I LEGENfl ., � � � � I � I I - ' AREA OF ADDITION i I NEW �RAh� GONSTRUGTION DATE: I i � OGT. I6, 2003 I � EXISTIN6 GONSTRUGTION ���T TO REMAIN REVISID: j � NOV. 10, 2003 � EXISTIN6 CANSTRUGTION 4 �. � TO BE REMOVED e.� ��-r iz�-e in• ---- ---- - ------ -- - -- -------------- - - � DQST FXIST FJCIST ' , r3-bur �OW�N REV E��N �dsr — - — - — pESIG PPR�VA�-\ � ? 8 Q gTAFF A - lL l�`� �a3 _�-- - DATr �d cT�. :- '������� Sheet Number . � SEGONI7 �LOOR f'L�I�I � � . = s�,v,�: v�a• = r-0• i i a �n r�oRn� � I � / � � w � . k _ . . . . . � . ' . . . . . . . J : . � : / � ` . _ . . . � � / � - . . ' . . - . . . . ' . // . - I . . , � . . � . . - . I . . \` / / . - . . � . . ' . - _ " . . � ' . . -�� . / . � . - ., . . . _ _ "" __"- _ _' 1l_ _ . ( ._..v . . _- _ _ " _ ""_. . __ -"'_ _ . ._ _ _ _ O . . \4 � .. . ; .. � . __. ' '___. . _._ _ _- . i � _\ / . j \ EXTERIOR WAI_LS � � \� � � - - - \. / � � \ .4BO�,E - - ,, \, � � \ c� � �� T / o'"'o j \ . I .' x � . Cr � ' \ \ \ / � � (� ao O � c*� , � A � . ; � � , ; \ � X 4 � �, . � T.O. f200F � , , / O O � � � 4' BELOW DINNING ��� \ / � L� �-1 � � � RM WIND � UNIT T � rn rn � � ��_ / W � V o 0 .. � � ; / � . zao � � � \ `� �. \ _, --�— �TAL R�OO�F� �HROV� /'�' � � � i \ I ING PT � SLOPE 15 LESr THAN f \ • B.O: S T 4: 12 I / 8��� � . . . . . . i . - \ I \', / I . � (_, . . IW� . E IOR WHl_L5 / j� � AHO� � / EDC�E OF ROOF � � \ �: � � LINE OF WALL BELOW i \ ; . � . . I . \ / \ / I � . " - y � , EXISTING ROOF � �A� � � , % ' ABOVE �� _ � . j \ ; , � � Q _ -- - - _ - _ ._ - - -- � - - - - - - - � \\ , � Q � � � , � � � / � �� / � � WINflOW51ZE5 - - - - -- - -� , �' � / i �� � ti b — — — — — — ---� -- — -- — --- -- - — �— —y I ,\ / � �:' ' g _ - ' � . � 3 NO. LOGATION OF'eRATI�I ROUEH OF'Nt5 HEAD HE16FfT REMARIC9 „ � SEE BATH INE�S 8Y1 � i7 j �l n-u�sTON� ,4rro � � � � � A 'ti o �J BATH" FOR MORE INFO A �N a ANAlING 3'-1" x 3'-I I/4" b'-10 1/2' VE-RIFY HEAD F�I6TH rr/EXIST WIt�ONS • p �� // � / � l � � O � SOUi1iY�E57 ELEI/ ��� I� O PL�� THIS R ,�.i B 501JTHl^�ST E1EV SLIDING DOOR 8'-6 3/8' x b'-II IA6' 6'-U 1/16" � / / \ � v�J O � p p . _ , . , / F--+ Z � V 5 G SOUTHWE57 QEV DOUBLE fA1MFi 3'-3 5✓Ib' x 5'-8 5/B' 6'-10 V2' VERIFY HEAD FEI6TH w/EXIST WINDOY'L'i ' ( 5 G A L Eq I/4 - I p Y X 2 T H 2'-6" GLA55 � � r_, � � .. . . I R D O O R--- \ i / w F-i � � � \ � f � � I � 2,-�° �� ti � � ' � �..� � ° � � WINDOW SG�IEnUL� NO'T�5 °°°R- "'"T�" ; 0 . EXIST DOOR ' �s. �\ , ; / I2 T ^ ' Cy (� � � V1 � HEIGHT `i , j i. a.t wt�or�s ro ee PH1:n. � 2. � BUILDIN6 ELEVATIOtG t"OR VENTING OPB2ATION. . - � . � . . � I I . I . � � � � � . / j �_ .-.. . - � �- _ . — _ . — _ . _ — . __ — ' —. . . — , — ` __ __ - �/�' / � \ /� _ � � � 3. �u1 vearEV uriirs ro ee �srodivm wni sc�. 4. k�hD FEIGHTS ARE TO MATGH F�CI5TIN6 NUNDONb AND SHOU_D BE - � _ . . I •� I ' '� � � / ` . ,� _r�.,� _ `f . M VB21F� IN THE FIELD. � - \ : � / `r � � W 5. �1�ow s�li� To vEw�' '�H�P�NS ��N�S e�orzE o�INS. EXISTING ELEG I `�� ry 3-0'� � . / - �/b� . d �. PA1�J.. - YERIFY - --` - t�- - -- -- - -- - I REMOVE �I\ J �/ \ W , � { � � �� ` �_ w � b. fM.TGH EXIS71N6 INTERIOR TRIM DETAIL. . . . � . . �� o I . I I . I \ I�� WALL- -- --- _ I � < ."� // �'J �� -: . ; - �!-� , �i� / � . i. e� coN�ucrorz ,�►m �ur�z ro cROSS � Pv,KS nNV etvanms r-oa ranvoav ,o � I . � �� � p � < s � m / � � , au,vtrinE5. 5izES .�tm wcAr�otts. NEW 2'-b" DOOR - ° �XI TING � -0 ` : G�. . � • � I � trv , e. rewov+ srrieo�5 or� �ntr, nrro aEVnnoKS nr� 5raw+ as Oo MATGH EXIST DOOR � - - - - N RY -- -- - -- --- �_ - --- - - - - � � - ;y f- BUILT IN PER ���T - - NE�'9 3�-0" DOOR - � ti/ � c� �� "THURSTONS KITGHEN " ° MATGH EXIST ;. : r"� �'� AND BRTH" DOOR I�IGFIT --- - - - � � � ' J - PFIDNE WGF� AT t EXISTING �WALL � f :_ �' / � )J _._ _, � I ' I _- '-6" A.F.F. - VE(R TD BE I . -- � , - - � - • �� - - - -� REMOVED � MOVE EXI5TIN6 S' . '" � ' J � � - --. - - � ' W W - INFILL � °j � 0 i l� _ _ _ ' � � NE�id. . • 1 �l � �, ,�; - - — - -- - - - - _ �. / ' � _ NEW (PW 3 -2 � � / " 1 P I �% \� ' :I ��� � _ �_ NORTHW00175 GONDOMINIUM 5T14NI��Ri� WINL70lN5 � aN \ I�; � / DOOR - MATGH ' � EXtST BRIGK FAGADE � ;� j RETYPED FROM FRITZLEN PIERGE ARGHITEGTS MEMO DATED MARGH 25, 2001 , ` - � , -' I � I ON FI��-�E - . „ � �/ � EXIST DOOR J • I " �W i I I EXISTING � I EQUAL BOTH SIDES -- - , O "� /' . I i HEIGHT IT IS THE A550GIATION'S GOAL IS TO UNIFY THE TYPE AND 51ZE OF WINDONS AND EXTERIOR DOORS IN THE � �� K�� p DINING ROOM EXISTING � �`�'��J���J . NdRTHWOODS GOMPLFX. IN ORDER TO AGGOMPLISH THIS GDAL, UNIFORM WINDOWS AND EX7ERIbR DOORS SHALL BE � I ? � US�D THROUGHOUT THE G�LEX. IT 15 UP TO THE GONTRAGTOR TO A55URF GpNFpRM,4►JGE ►NIT►1 T}IESE I L I V I NG ROOM \ , REQUIREMENTS, GAIN WRITTEN APPROVAL FOR ANY SUB5T4NTIOM, AND PRO�/IDE SHOP DRAWIWGS FOR GUSTOM - � � - -- — --- - -- -- - - ---- 1 -- ; � WINDOW FABRIG/4TION5. THE SFIOP DRAWIr1G5 ARE SUBJEL'T TO A5� GIATION APPROVAL. I il i REMOVE EXISTING • ,'' / � � - SEE KITGHEN DRAWINGS WINDOWS -- - � -- ALL WINDOWS TO SE PELLA. STANDARD "BROWN" GOLOR I i � BY "TI�l1R5TON KITGHEN � i ' " c - J AND BATH' FOR h40RE � '� � % AT REQUIRED EGRE55 LOGATIONS, WINDOWS SHALL � DOUBLE MJNG: � �'i 1�0 Tii15 AREA REMOVE EXISTING �. �F � ; N10DEL5 3365, 3165, 4165, 4565, (ALL NNTH 5' 5 3/4" RO HTJ ARE AGGEPTABLE � _ 1 �, �`a I W I N D O W S - I N F I L L A S � ,� :' - AL.IGt��EDGE �F �A� DEPENDING UPON WIDTH NEGESSARY FOR ARGHITEGTURAL GOMPATIBILITY. I _ \ �t � ] I I ��I�D --- �� ; / c W/DEGK �� REVIE�N \ Gontact Northwoods Gondominlum for helghts that dfffer from the 5' S 3/4" RO ht. ' � � • r / � � PROVAL \ - - _ T -- -- - ---- - - ---- - - - - - , OTHER OPERABLE WINDOY�LS SHALL BE DOUBLE MJN6 (sarne models Itsted aboveJ, OR AV�IIN6. THE FOLLOWIN6 AWNING � • : _ y - - - -- - - -- -- -- ' - _ _ _ - - � - --- - - � STAF AP � _ _ � F VENT MODELS ARE AC.GEPTABLE: I �W I I ' --- - -- - - - � � , � -- / �DEGK ABOVE pA7E: � (L/ �, MODELS 3529, 412A, 4129, 5329 WITH PIXED GOMPANION UNITS OF • 3535, 4135, 4735. 5335 RESPEGTR1LLY (GOM81NED RO HT. IS 5' 4 3/4') ; 9REAICFAST ,_ - — - - -- - 4 � MODEL 2429 WILL BE AGGEPTABLE Wi1N APPROPRIATE FIXF_D UPPER UNIT . � . � I ---- — _ — -- - _ — — .► •_ -� I \� �T.AFF: _ _ _ _ . _ � �- - ,r - _ Gontact Northwood5 Gondominium for differient height requk-ements. " ,- ! . � , _ ` � .. . _. , - � ! LEGEND IT 15 NOT ANTIGIPATED THAT GASEMENT WINDOWS WILL BE AGGEPTABLE IN THE NORTHWOODS GOMPLEX. ` � j I O '^ � � i � ry,rcH o� n� ' llATE: OGT. I6, 2003 EXTERIOR DOORS SHALL BE PELLA ARGHITEGTS SERIES (DE5IGNER SERIES MAY BE AGGEPTABL.E WITH SPEUFIG - � _-- � I � . AREA OF ADDITION PERMIT A550GIATION APPRDVALJ. STANDARD "BROV�!" GOLOR, FRENGH IN-SWING/OUTSWIrKi DOORS WITH MODERN DIVIDFD ' - _ - __ - REVISED� LIGHTS !10 EC�IIAL LITES FOR 6'10" DOOR, 12 EGlUAL LITES FOR B' DOOW. EXTERIOR HARDWARE StiALL BE - -- :- - -� - --- - � . ' ENDURABRA55. I Q � O u, I . I 8'-fi3le' b�FROM� , , , , .. NEW FRAME GONSTRUGTION � N�1(. `IO, 2C703 3'_P 3'-1• : E�L05E � EXISTI� GONSTRUGTIDN ' EXISTING �� TD REMAIN � RA. 3.� g• RA. � B 5 V2' K{TGHEN D�GK I EQA HiA � oFFiNisr+ED I � - - - � TO' BE�REMOYED TION . INSIDE SPAGE - . . , 3 �'�' FXST - V�LIFY 8' T IS'3' � b'-l' 17-0 I!2' �T ---- — �T --- � -- ---- EXIST - ---- -- --- Sheet N�ber b �1 8 q � � . � TH I R�7 �LOOR i�L�N � , sca�, v4• = r-o� �oo s�n woarH , . . . . . . . _ . . . .. : .. ..> i .: . ._ • . .. . [ ..+ .L < - . . . . . . . - . . r . . . . _ , � . � _ � . - . . . . - . � ' :. . . . . � . - "(' . _ :. . � . . - ¢ ': � . <.-. . t . � . .. . . - _ . . - . . . . . - . . _ _ . . � - . . _ - . . - � . . • �' .. • - . - •' - . . . � . . . . . " . . ' . . . . . _ � . 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I �_ _ _ - I � — \ � / / IT i5_ '� A5�'.�OGIATIl�15 60AL= 15 TO UNIFY 7HE 7YPE AlJ� 51YE OF WINDOWS AI� EX7�RIOR DOORS IN Th� , I I 5�E KI�GFIEN, DRAWINGS ^ - - - --- - ----- - �-- -- / LEVIN $EN � , i Nl�i}�1�NQODS GONP[Ja,.7'`{: •iN �RDEft TQ AGGOMPLISH THIS �60AL, 11NIFORM WINUOYrS /1NL� EXTERiOR DOORS SHALL BE ` ` BY "T'FN1ft5TON KITC,HEN I J� �/� - � U�' ;THF2�tK�HOU'f'TI�E -�OM�LEX. IT 15 UP TO Tl-IE GONTRAG7pR TO A55URE GONFORI'IP�1�lGE WITH THESE ' I I � :: - AND BAT1!" F012 MORE ( \�. ; � � Sla ��� G �-� Z �/1r�0 1C FQ V 0 ��� 12�11REMENTS, FsAiN Nd21TTEN APf'ROVAl FOR ANY 5UB5TI7(ITION, AND PROVIDE SFIOP�DfZAWINCtiS FOR C.USTOM � ._�d ,. : INFD THIS AI�EA . _ REMOVE EXISTING ; I S'� C . p�yO�p �.�q'e � WtNDDW F/1BRIGA'(��i T!� SIiOP DRA1MtINEf ARE SF�.�GT TO ASSOGIATION .4PPRQVAL. ' i � WINpONIr'i - INFILL A5 , . � � �r� ia :- � \ � i „�K°`'E G 7 U 3C . '��'C� ARC�� •�l..l, WINDO►^!� TO B�:E?�L].A. S7ANDARD "BRDYVN' GOLOR _ � I ' ', \ :Ik l ] I � �� _ . ; , -: . , : . A1�.�QU(RED E6�RE� L.O�ATIPNS. ININI7L�Y'�'� SHAI.L H� DOU�LE tll/�kri� � -` > , , . . � '�ti ` — -- - _— - — — — - = j _ _ - -- -- - � --- -- - � . � _ . ' - : _ .k .. i _ . � , . ("1Q17EL5 �65. J'i6S, 4165, 4563. (i4LL"hIITH 5' S 3/4' RO. HTi}:ARE AC.GEPTABLE . � - B - - �INE OF EXIST . � . DEPEPlPING UP(��MID7H NEGESf�RY �RRC,I�ITEC;?URAI:: GOMF'ATiBILITY. : � ; �y,� .. _ ': � I I , -- I ,-�- ' / DEGK ABOVE GontaGt NorthwoGds GondominMn fof"he Ls that dlffer F►Yxn the 5' S 3/4" RO ht. :� ' +l I�. � ' - . _ . . _ . .. . ; : * O-�2 or�Rne�E til►rpo►�s swu.� eE Dou�e ►� (same modeis i�stea c�we), ora o,wNir�. r►� Fo�wwir� nv�N!r� • . - - - _ - -- _ ' � % - _ , . -��— — � ►�� � ��, � - � � � Q � - - - - - �- - � : � , � ��G?f�LS 35�Q. 412q;�72�1, 5329 WI7H �IXEE�. GOMPANION, UNITS OF �. . ' . lO �, � �'+ — — - - --\� ' . :. I ,�� R135. 4'13'S'+,` 5�Q�5 RESP�GIR�L`r-(�s_1N�'Bf1�D RO IiT. 15 5' 4 3/4") _ . ,: _ : .:: - ,• . � ,'S, , w,7cH DECAC hB� MO'bEt 2q29 • h11t.�,�EE _AGGE�TASLE YVIY'F� APPi2DPRIATE FIXED UPPERlAIIT i ` � _ 1 . , m r I AREA OF ADDITION Gontact NortFiwoOt� Gondominkrtn f.or cllfFerent hetght requremants. - . � _ - �, I fT t�s NOT ANTIGPA7�D THAT GP�5ENIENY'YiINDOWS WILL BE AGGEPTABL_E IN 7HE NORTHWOODS GOMPLEX. - - . Y S ' DATE: . Q � � u, I ' 0'-6 3/8' � , b FftOM FD6E NEW FRAME GONSTRUGTION I i _— � �. —_ ,�* �� � OGT. I6, 2003 EXFERIOR DOOR9 SF�AC.L BE PELLA ARG�ITEGTS SERtES (DE516NER 5EfZ1E5 MAY BE fiGGEPTABt_E WITH SPEGIFIG �---- — �LOS� PERMIT A.�lpC,IATION APPROVIJ..), STANDARD 'BRONAI" GOLOR. F�IGH IN-SYVIN6/OUT5V�NG DOORS WITH NIODERN DIVIDED 3'-I' 3'-I' EXISTING EXIS7ING GON5TR11GTION LIGH� (10 EQUAL LITES fOR 6'10" DOOFZ 12 EQUAL LITE� It�R 9' DOOf�. 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I b, 20D3 . ., + PERMIT � . SOUT�Y�l�ST :�1.�V�TION � � : - 50UT� �L�Y�TION - SGALE� 1/4" = Ib' _ . . SC,AL,E� I/4' � I �-p• } . . . , Sheet Number .. _ . . , . .. L : . ' � ` � . . � _ . . " , • � � 2000 IBC FRAMING NAILING SCHEDULE ( TABLE 2304. 9. 1 ) GENERAL NOTES Pinos Del Norte Unit J Remodel Vail CO JOB f�0309- 79 I k. Wood nailer plates installed on steel beams or concrete walls for top- STRUCTURAL MASONRY: A B B R E V! A TI O N LI S T CONNECTION FASTENING °• '" LOCATION DESIGN CRITERIA: flange hangers shall be ripped to match the width of the wall or beam _- flange. Nailer plates supporting top flange hangers from one side only o. Masonry design assumptions require that special inspection be , � � ; , Roof Live Lood (Snow) - -- - - -- --- -- -- -80 psf sholl be instolled flush with the face of wall or beam flange ot the provided during construction occording to the provisions of UBC L �oist to s�u or girder 3 - ad common toe�aa ,' �� 3 - 3' z0.137° nail Roof Dead Load - - - - -- -- - - --- - - -- - -- --15 psf hanger locations. Sections 1701 and 2105. A.B. ANCHOR BOLT 3 - 3� 14 gage stapie = �`� '�1 - , , 40 sf I. Manufactured joists shall be from an approved manufacturer and shall b. Hollow load-bearing concrete masonry shall be lightweight units A.F.F. ABOVE FINISHED FLOOR ' -= ; : =a y F�OOf Live Load --- - -- -- - - --- - - - -- - - - -- -- - -- - p 2. Brid in to 'oist 2 - 8d common toenail each end Floor Dead Load --- - -- - --- ---- - ---- - ---45 psf be equivalent in load carry'mg capacity and deflection criteria to conforming to ASTM C90. Exterior walls and walls below grade shall A.F.G. ABOVE FINISHED GRADE 9 9 � s < 2 - 3" x 0.131" nail -: .�� � I � •' � t� . Deck Live Load --- - - - - - - - -- - - - - -- - - --100 psf TJI/PRO 250 or 350 series joists in depths and spacings indicated be grade N- 1 . Interior walls not exposed to weather or earth may be ADJ. ADJUSTABLE 2 - 3' 14 gage stapie , � `� -i Deck Dead Load -- - -- ----- -- ----- - ---- --30 psf on plan. Provide blocking, bracing, web stiffeners and other grade N-1 or S-1 . ANCH. ANCHOR 3. t' z s" subfloor or less to eacn joist 2 - 8d c«nmon face noii � `- �° V�f� ,, ;.,. Basic Wind Speed - - -- - - - - - -- - - --- -- -- -80 mph (Exp. B) accessories as required by manufacturer. c. Mortar shall conform to ASTM C270 ond shall be type S with APPROX. APPROXIMATELY ` ° �;; • , "� �,� ,f' Seismic Zone - -- - --- ---- ------ --- 1 m. Prefobricated trusses shaN be designed by a Colorado registered minimum cube strength of 1800 psi. Do not use masonry cement or ARCH. ARCHITECT 4- mde. tna.� � ' x 6" subfloor to each joist 3 - 8d oom.00n foce oaa + : n;�t` �.v` UBC Edition -- - - - - - - -- - -- - -- -- - -- � 99� engineer to support the full dead and live loads of the roof, ceiling, admixtures unless approved by the engineer_ BD. BOARD s. 2' subfloor to pist or qireer z - tsd common blind and tace naii ` , and any other superimposed loads. The fabncator shall determine d. Grout shall be coarse grout as defined �n UBC Table 21 -B with BLDG. BUILDING s. soie piate to joist or blocking tsd at 16" o.c. typical face �a�i i i web arrangements and member forces. Load duration factor for snow minimum cube strength of 2000 psi. Admixtures sholl not be odded 3^ x o.�3f' naa at s" o.c. � '� � 5 � BLKG. BLOCKING FOUNDATION DESIGN: loads is 1 .0. Calculations and shap drowings sholl be submitted to unless approved by the engineer. BM. BEAM 3° 7a gage stapie at t2" o.c. the architect/engineer for review prior to fobrication. The truss e. Minimum prism strength of masonry walls assemblies shall be f' � gOT. BOTTOM a. Desi n of individual and continuous footin s is based on an Sde plate to joist or blockinq at braced braced wall panels g 9 manufacturer shall specify all truss-to-truss connections. Temporary 7500 psi 3 - 76d per ts" assumed maximum allowable bearin ressure of 2000 sf dead B.O. W. BOTTOM OF WALL wali panel � 9 P P � ond permanent lateral bracing of trusses shall be instolled os required f. Conform to size and height limitations set forth in UBC Toble 21 -C for a" x 0.137� nail per is" � load plus full live load). BRG. BEARING y y _ by the truss manufacturer. grout pours. Grout shall be placed in a continuous pour in lifts not 3" ia a e staple per ts" • b. Footin s shall be laced on the natural undisturbed soil, or CANT. CANTILEVER g p n. Laminated veneer lumber (LVL) shall have the following properties: exceeding 6 feet. 7, rop piate to stud 2 - �6d c«nmon end nal � m n compacted structural fill, below frost depth. 1 . Flexural stress---- --- -- - 2600 psi g. Bond beam units shall be produced from standard vertically voided units C.J. CONTROL JOINT 3 - 3' x 0.13Y nail �j � m tO c. Provide continuous foundation drains around the perimeter of all 2. Modulus of elasticity-- -- ---- -- --1 .900,000 psi with pre-cut knock-out cross walls. CMU CONCRETE MASONRY UNIT 3 - 3' ia gage staple Z I I basement walls and at the base of retaining walls. Contact 3. Tension parallel to grain--- --- - -- -1850 psi h. All masonry shall be laid up running bond with exposed joints tooled. CEM. CEMENT 8. Stud to soie plate a - Sd canmon toenaii - � � � geotechnical engineer for details 4. Compression parallel to grain - 2310 psi i. Use continuous horizontal joint reinforcing in all masonry walls, CLG. CEILING a - 3" x 0.137" nail p °' °' d. A representative of a geotechnical engineer sholl verify soils 5. Compression perpendicular to grain consisting of 9 gauge side wire welded to 9 gauge trussed cross wires. � CENTERLINE 3 - 3" 14 gage staPie Z � Q conditions and types during excavation. Because geotechnical (parallel to glue line)-- ----- ------750 psi Width of joint reinforcing shall be approximately 2" less than width of CLR. CLEARANCE information was not available at the time of preparation of the 6, Horizontal shear-- -- ---- ----- -- 285 psi wall_ Provide prefabricated corners and tees. Wire shalt conform to COL. COLUMN 2 - tsd common end nail Q .� ��� construction documents, we have used assumed values based on 7. Connection of multiple-member beams: ASTM Specification A-82. Maximum vertical spacing of joint CONC. CONCRETE s - 3" : o.i3t" na�i F- � similar sites in the area. Construction of the foundation may not A. Top-looded beams reinforcinq shall be 16" CONN . CONNECTION 3 - 3' ia gage stapie J � proceed without verifying these values. Report any discrepancies i} For members 12" deep or less, nail each member j. Provide i /2° ciearonce or expansion material between masonry and CONT. CONTINUOUS 9. Double st�ds isd at 2a' o.�. foce �oii � � � from original design assumptions to structural engineer to the next with 2 rows of 16d nails at 12" o.c. other structural elements unless noted otherwise. CONST. CONSIRUCTION 3" x 0_731 " nail at s' o.e. Z m � � for re-evaluation of foundation desi n. ii For members reater than 72" dee nail each k. Vertical control oints shall be rovided full hei ht of masonr walls as 3` 14 gage staple ac e' o.o. �n 9 � g P• � p 9 Y C.P. CRIPPLE POST � � � ao member to the next with 3 rows of 16d nails at located on drawings. Construct contro! joints as continuous head 10. Da�ble top piates ted ot �s° aa typicai face naii U DBL. DOUBLE x 12" o.c. joints with mortar raked back 3/4" at both faces and 50q of the 3' x o.tst^ �aii ot t2' o.c. p o 0 REINFORCED CONCRETE• DET. DETAIL 3" 1a a e stap�e at �2" o.c. � m v B. Side-loaded beams horizontal joint reinforcing cut at the joint. Bond beam reinforcing 9 9 i For two or three member beams, nail each member ond rout shall continue throu h the oint. DIAG. DIAGONAL � � a. Concrete design is based on the '�Building Code Requirements for � 9 � � DWG. DRAWING ia iice � p � a Reinforced Concrete" (ACI 318- 95). to the next with 3 rows of t6d nails at 12" o_c. I. Fill all voids and cells within 12 either side of centerline of beom or pouble top piates 8 - l6d common p Sv a � b. Structurol concrete shail hove a minimum 28-da com ressive ��) For four member beams, 6olt through with 2 rows column bearing location with (2)-#5 reinforcing bars and grout EA. EACH 72 - 3" x 0.137° nal 3 y P E.J. EXPANSION JOINT 12 - 3` 14 gage stople typical face nail � � strength of 3000 psi. of 1 /2" diameter bolts ot 12" o.c. continuous to foundation unless noted otherwise. iii) For beoms consisting of more thon four members, m. Masonry walls, including site wolls, shall have a continuous horizontal ELEV. ELEVAl10N 1t. Blocking between joist w rafters 3 - 8a common toenaa � c. Concrete shall be proportioned using Type 1-II sulfate-resistant cement. contact structural engineer. bond beam consisting of (2)- #5 bars and solid grout at the top of the ENG. ENGINEER to top Piate 3 - 3" x o.t3t" naii Admixtures containing chioride salts shall not be used. o, Framing Notes: wall and at 8'-0" maximum vertical spacing unless noted otherwise. EQUIP. EQUIPMENT d. Cold weather concreting procedures shall be provided as recommended 3 - s 14 gage stapie in the ACI Monual of Concrete Proctice. 1 • Exterior walls: n. Masonry walls shall be grouted only ot those cells cohtoining EQUIV. EQUIVALENT t2. rzim joist to . top plate 8d at 6" (� 52mm) o.c. toenaa A. All exterior wolls are 2x6 studs � 16" o. c. to a maximum reinforcing steel unless specifically authorized by the engineer. EXSTG. EXISTING 3" x 0.131 ' nal at s' o.c. e. Anchor bolts for beam and column bearing plates shall be placed with height of 12'-6", 2x6 studs � 12" o.c. to a maximum (E) EXISTING 3' 74 gage stapie at e' o.c. setting templates. height of 74'-6", and (2)-2x6 studs � i6 " to a maximum f. Expansion bolts shall be located at a minimum of 6 bolt diameters hei ht of 17'- 4" unless otherwise noted. Walls taller EXP. EXPANSION 73. Top piates, �aps o�c mtersect�o�s z - �sd common �ace �an 9 STRUCTURAL STEEL: EXL EXTERIOR 3 - 3" x 0.131" nail from concrete edge and spaced at 10 bolt diameters unless noted than 17'-4'� shall be framed with manufactured parallam 3 - 3' t4 gage staple otherwise. F.D. FLOOR DRAIN g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum studs, contact engineer for spacing requirements. Cap a, Structural steef shall be detailed, fabricated and erected in accordance �a. continuous neader, two PKCes tsa common 76" o.c. along edge with a double to late installed to rovide overla in at FDTN. FOUNDATION spacing with one anchor bolt at 12" from each end or corner and P P P PP 9 with the most current editions of AISC Specifications and Code of FLR. FLOOR 15. Ceiling joists to plate 3 - ed c«nmon tcenaii a minimum of two anchor bolts per piece. corners and at intersections with other partitions. If Standard Practice. 5 - 3' x o.13i " naii P P P P P P b. Structural steel rolled shapes, including plates and angles, shoN be FRMG. FRAMING 5 - a' ta a h. All exposed edges and corners shall be chamfered 3/4" overlo is not ossible, stra to lates with metal stra ties (Simpson ST292 or equivalent). ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes sholl FTG. FOOTING q ye staPe i. Concrete floor slabs on grode ond on metol decking supported by steel g, Gable-end wolls shall be bolloon-fromed to the bottom of GA. GAUGE �s. contmua,s neader to stud 4 - Bd common tce�aa � be ASTM A53 grade B Of ASTM ArJ01 . 3 - 16d common minimum, Table 2308.10.4.1 face nuil framing shall have sown or tooled control joints at a maximum spacing rafters or end-woll trusses unless a roved b en ineer. GALV. GALVANIZED 17. Ceiling joists, laps over pahions � of 15'-0" in each direction. Locate control joints along column grid PP y 9 c. Tube shopes are actual size as specified on plan. Pipes indicoted 4 - 3' x o.t3�° naii lines where possible and provide slab isolation joints around columns. C. Floor or roof framing members must be aligned to bear on plan are nominal (approximate inside diameter) and refer to AISC GEN. GENERAL (See section 2308.10.4.1 . Table zsoe.to.a.t) 4 - 3� 14 gage stopie j. Concrete coverage for reinforcing steel (ACI 318-95): within 5 inches of the studs beneath. pipe schedule dimensions. G.L. GLUE-LAM � GYP. GYPSUM GYPCRETE 16. Ceiling joists to purollel rafters 3 - 16d common minimum, Table 2308.10.4.1 foce nail 1 . Concrete cast against and permanently exposed to earth 3" D. Provide 7/16" thick APA rated sheathing {plywood or d. All bolts used in steel framing shall conform to ASTM Specification � 4 - 3' x 0.131" nail OSB rated 24 16, ex osure 1 , at exterior face of exterior (See Section z3oe.io.4.t, rable z3oe.io.a.t 2. Concrete exposed to earth or weather : � � P A325. Anchor bolts and bolts used in timber connections may be HDR. HEADER 4 - 3" ia gage stapie � ' � A. #5 bor and smoller 7 1 /2" wolls. Block oll horizontol joints. ASTM A307. Bolt sizes shall be 3/4" diameter unless noted HORIZ. HORIZONTAL 3 - sd commor, toe�aa ,�,� 19. Rafter to plate E. Provide (3)-2x10 headers over all door and window otherwise. NT. HEIGHT 3 - 3" x o.i3i" na�i B. �6 through �18 bar 2" (See secc�o� zsoa.io.�, rab�e zaoa.ro.i) • r� 3. Concrete not exposed to weather or in contact with ground: openings, with one 2x6 trimmer and one 2x6 king stud e. Bolts used in structural steel framing shall be the break-off, torque INT. INTERIOR 3 - 3� 14 gage stapie � O A. Slabs, walls, oists 11 bar and smaller 3 4" each end, unless noted otherwise. indicating type, or torque inspection shall be provided as required by INV. INVERTED 2 - Sd common foce nail � � �# � � F. At beam bearin locations in stud walls, rovide multi le- 20. 1' eiagonai brace to each stud ana plate B. Beams, columns 1 7 /2" 9 P P the building inspector. K KING STUD 2 - 3" x 0.137° nail stud posts equal to width of bearing member unless f. Typical framed beam connections shall consist of pairs of 1 /4" angles JST. JOIST 2 - 3� 74 ga9e stapie � O � noted otherwise. using the maximum number of bolts called for in Table II-A of the LAM. LAMINATED zt. �" x 8' sneathinq to each bearing wall 2 - ad cwnmo� roce naii � REINFORCING STEEL• 2. Interior load bearing walls: AISC Manual (ASD Ninth Edition). LLV LONG LEG VERTICAL � ' ^� A. Inferior load bearing wails are 2x4 or 2x6 studs (as Ex ansion bolts shall be wed e t e °Hilti", "Rawl", or "Red Head" or 2z. wder than i" x s' sheathiny to 3 - ad c«nmon face naii a. Detailin fabrication and lacement of reinforcin steel shall be in indicated on lan � 16" o.c. with 1 2" sum 9� P 9 � LONGIT. LONGITUDINAL eoch bearing wau � rl (� '� g, p g p ) / 9YP approved equivalent with the following minimum embedments: LTWT. LIGHTWEIGHT 23. Built-up comer studs tsd common 2a° o.c. �"{ occordance with the ACI Manual of Concrete Practice. wallboard both sides unless noted otherwise. Cap with a 1 /2" diameter ---- 2 1 /2" LVL LAMINATED VENEER LUMBER 3" z o.�3� ' naii �e' o.c. Q � }� b. Except where otherwise noted on the drawings, reinforcing bars shall doubte top plate installed to provide overlapping at 5/8" diameter - -- - 3" LSL LAMINATED STRAND RIM MATERIAL 3" 14 gage stapie �e" o.�. r l �1 conform to ASTM Specification A615- 79 and shall be grade 60 except comers and at intersections with other partitions. If 3/4" diameter - -- - 4" MAX. MAXIMUM 24. Built-up girder ond beams zod common at 32' o.c. face na�i at top and � v ?-i ties, field bent bars where permitted by note on plan, or bars to be overlap is not possible, strap top plates with metal strap h. Adhesive anchors called for on the drawings shall be glass capsule 3' x 0.731" nail at 2a' o.c. botto�.� staggered on 4"� � welded, which shall be grade 40. ties (Simpson ST292 or equivalent). t es such as "Moll Parabond" or "Hilti HVA° anchor s tems. MECH. MECHANICAL o osite sides � O yp y � 3" 14 gage staple at 24" o.c. PP c. At splices in concrete, lap bars 36 diameters. Do not weld or use B. Floor or roof framing members must be aligned to bear Minimum embedments, if not specificallY indicated on the drawings, MAT�L MATERIAL mechanical splicing devices unless specifically approved by engineer. within 5 inches of the studs beneath. shall be accardin to the manufacturer s s ecifications. MANUF. MANUFACTURER � � d. At corners, make hor'�zontal bars continuous or rovide corner bars_ C. Provide 2 -2x10 headers over all o enin s in wall, with 9 P z - 2od common tace naii at ends and at p ( ) p 9 i. AI! welding shall be done by an AWS qualified welder. MIN. MINIMUM 3 - 3" x 0.13t" nail eath splice � Around openings and steps in concrete, provide (2)- #5 bars extending one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud j. Delay painting within 3" of field welds until welds are completed. (N) NEW 3 - 3" 14 gage staple � �-1 � 2'-0" beyond edge of opening or step. each end, unless noted otherwise. k. Where corrosive soil conditions exist, steel angles that are used to NOM. NOMINAL 25. 2' planks tsd common at eoch bearing Q � e. Extend reinforcing steel a minimum of 24" through cold joints. Unless D. At beam bearing locations in stud walls, provide mulitple- support exterior stone veneer shall be galvanized and shall be attached O.C. ON CENTER specifically located on plan or details, coordinote cold joint locations stud posts equal to width of bearing member unless to the foundotion with galvanized or stainless steel expansion anchors. OPNG. OPENING 26. Cdiar tie to rafter 3 - tod cammon face naii � O � with enqineer. noted otherwise. OSB ORIENTED STRAND BOARD a - 3" ■ o.t3�" oati f. Welded wire fabric shall conform to ASTM Specification A-185. Lap 3. Floor Construction: PLATE 4 - 3" ta gage stapie face nail � � f.� n R 27. Jack rafter to hip 3 - 10d common tcenail �RJ welded wire fabric a minimum of one full mesh plus two inches. Laps A. Provide 3/4" thick APA rated Sturdifloor rated 24" GENERAL REQUIREMENTS: pLYWD. PLYWOOD a - 3" x o.t37" nail �"� � shall be wired together. o_c. , tongue and groove exposure 1 . Glue and nail R. O. ROUGH OPENING 4 - 3" � a qage stap�e � � � r, g, Metric bar size conversion table: panels to all supports. Install sheathing with long a. Structural erection and bracing: The structural drawings illustrate the RAD. RADIUS � ^ w METRIC INCH - POUND dimension perpendicular to joists and end joints completed structure with all elements in their final positions, properly REF. REFERENCE z - isd c«nmon foce nail F�-1 #10 #3 staggered. supported ond braced. The Contractor, in the proper sequence, shall a - 3' x 0.131" nail #13 #4 B. Provide solid blocking between floor joists at all bearing provide shoring and bracing as may be required du�ing construction to REINF. REINFORCE/REINFORCEMENT #16 �5 locations. Blocking material shall match the floor joist achieve the final completed structure. Contact the structural engineer for REQ'D REQUIRED 3 - 3" 14 gage staPie #19 #6 material. consultation (not in contract) as required. RET. RETAINING 28. Roof rafter to 2-by ridge beam z - tsd common toe�ati � 3 - 3" x 0.131" noil #22 #� 4. Roof Construction: b. Shop drowings: Submit shop and erection drawings for structural steel, REV. REVISION 3 - 3' 14 gage stapie #25 /�8 A. Provide 5/8" thick APA plywood Sheathing rated 32/16, miscellaneous steel, stee! joists and girders, steel deck, masonry R_S_ ROUGH SAWN �1 #29 #9 exposure 1 . Install sheathing with long dimension reinforcing steel, wood trusses, manufactured wood joists and glue- SCHED. SCHEDULE �-� 2 - t6d cammon face nail , � #32 #10 perpendicular to rafters or trusses and end joints lam beams to engineer for review prior to fabrication. This review SECT. SECTION 3 - 3' z o.t3t° naii #36 #17 staggered. is for general com liance with the intent of the structural design. SHT_ SHEET 3 - 3� 74 gage stapie � B. Plywood sheathing shall be applied continuously over the The architect and�or contractor are responsible for checking quantities, SIM . SIMILAR STRUCTURAL WOOD FRAMING: primary roof inembers (rafters or trusses) below dimensions and coordination with other trades. SPEC. SPECIFICATION 29_ .�o�st to band joist 3 - 76d common face naii overframed areas to rovide ade uate lateral stabilit . c. Existin structures: If construction ad 'oins an existin structure, s - 3' x 0.137° nail a. Exce t where noted otherwise, all 2" nominal lumber, exce t studs, P q y 9 � 9 SQ. SQUARE 5 - 3� 14 gage staPie p P C. Provide wind/seismic anchors at supports for all roof contractor shall be responsible for verifying dimensions, elevations, STD. STANDARD shall be Dou�las Fir-Larch #2 and better, and all solid timber beams joists and trusses. See nailing schedule. framing, foundation and anything else that may effect the work shown 30. Ledger strip 3 - 16d cammon foce �ati and posts 3 nominal and wider shall be Douglas Fir- Larch #2- D. Provide solid blockin between roof rafters, trusses and on the drawin s. Under mnin shorin and bracin of existin STL. STEEL a - 3' x o.t3t" naii b. Studs shall be Stud rade and better pou las Fir- Larch or Hem Fir. 9 9 P 9' 9 9 9 STRUCT_ STRUCTURAL 4 - 3� 14 gage staple g 9 lookouts at all bearing locations. Blocking material shall structures shall be the responsibility of the contractor. T TRIMMER b t� 4 c. Built-up posts shall consist of Douglas Fir- Larch or Hem Fir #2 or match rafter, truss chord, or lookout material. d. Dimensions: Check all dimensions against architectural drawings prior ai . wood structurai pane�s ond particleboard: 1 /2" ond less ad (per KRU) better 2x4 or 2x6 studs er lan and shall be nailed to ether with 2 T&8 TOP & BOTTOM Subfloor, roof and wan sneatninq 2 3/a' ■ o.t3t' nati " p p 9 5. �nd Bracing: to construction. Do not scale drawings. o rows of 16d nails � 6" on center alon each stud. T&G TONGUE & GROOVE (to framing): 1 3/4' x 16 goge 9 A. Walls over 4 feet long which are sheathed with gypsum e. Construction practices: Generat Contractor is responsible for means, te/32' to 3/a" ad " pa KRM) a d. Built-u beams consistin of multi le 2x members shall be nailed T.O.C. TOP OF CONCRETE � v p g p wallboard on both faces and are indicated as shear walls methods, techniques, sequences ond procedures for construction of 2 3/a x o.t3� ' naii together with two rows of 16d nails spaced at 12" on center, or on plan have been designed to resist wind forces in this project. Notify strucfural encjineer of omissions or conflicts T,O.F. TOP OF FOOTING 2' ts yaqe o with two rows 1 /2" diameter thru-bolts spaced 24" on center. accordance with Table 25-I of the UBC, between the working drawings and existing conditions. Coordinate T. O.L. TOP OF LEDGE 7/8' to i " ed = LRH e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and g, At shear walls, screw 1 /2" gypsum wallboard to all studs requirements for mechanical/electrical/plumbing penetrations through T.O.M. TOP OF MASONRY � designed by better. Plates placed directly on concrete walls or slabs shall be and to to and bottam lates with 8 X 1 1 8" dr all structural elements with structural en meer. Jobsite safet is the sole T. O. TOP OF 1 i/8' to t t /a" tod $r ed a drawn bV LRH p p # � � 9 y Single Floor (cambination subfloor- 3�4" and less 8d (per KRM� ) pressure-treated Hem Fir #2. screws at 7" maximum spacing. responsibility of the contractor. All methods used for construction T. O. W_ TOP OF WALL underlayment to froming): 7/8" to 7' 80 ° f. Wood beams bearing in beam pockets in concrete or masonry walls C. Exterior plywood or OSB wall sheathing is required unless shall be in accordance with the latest edition of the UBC. THRU THROUGH t t/a' to t t /a' tod $. sd ° checked by shall bear on a treated 2x6 bearing block. Provide 1 /2" clearance specifically deleted by engineer. f. It is the responsibility of the contractor to contact the structural TRANSV. TRANSVERSE � around end of wood beam. Block a ainst sides of beam ocket with en ineer at the a ro riate time to erform site observation visits_ 32. Panei siding (to framing) i /2" or less 6d � ISSUCd g p g pp p p TS TUBE STEEL COLUMN s/a' ad treoted 2x blocking to provide lateral support for beom. Observation visits to the jobsite by the engineer are for determination TYP. TYPICAL n g. �thin tloor joists spaces beneath solid or built-up columns noted on BACKFILLING: of general conformance with the construction documents and shall not U.N.O. UNLESS NOTED OTHERYVISE 33. Fberboard sheathing? t/2" No. tt gage roofing naii plans, blocking of area equivalent to column above shall be provided. be construed as inspection. VERT. VERTICAL No. i6 gage staPie PERMIT 10 /15 /03 � Door or window trimmers consisting of a single stud do not require a, Do not backfill against retaining walls until supporting elements are in g. Though every effort is made to provide a complete and clear set of V. I.F. VERIFY IN FIELD zs/3z' No. tt gage roofing nail " special biocking in the joist space. place and securely anchored, or adequate shoring is installed. construction documents, discrepancies or omissions may occur. ad common nau h. Exce t as noted otherwise, minimum nailin shall be rovided as W.F. WIDE FLANGE No. 16 a e sta ie ' p 9 P Concurrent backfilling of each side of a retaining woll to final grodes Release of these drawings anticipates cooperation and continued 9 9 P specified in the "Nailing Schedule" on the drawings (UBC Table 23- II-B-1 }. W.P. WATERPROOF as indicated on plan or section is required unless temporary shoring is communication between the contractor, architect and engineer to 34. Interior paneling t/a" ad � i. Bolts used for wood framing connections shall be installed with installed, provide the best possible structure. These drawings have been W�W�F. WELDED WIRE FABRIC 3�8^ 6dk standard washers and nuts. b. Verify type of fill with soils engineer and structural engineer prior to prepared for the use of a qualified contractor experienced in the WD. WOOD j. Uniess noted otherwise, steel connectors such as those manufactured backfilling. construction techniques and systems depicted. W/ �� No�s io inetF 23oa.s.t by the Simpson Company shall be used to join rafters, joists or beams W/O WITHOUT to other beams at flush-framed conditions. Use all specified nails. For sl: t inch = 25.4mm. 2 3/8' x o.ti3' noiis and 3" c o.i3t ' nails are standard ed and tod Gun naiis. Connector conditions not otherwise noted shalt utilize Type U or Type a. Common or box nails are permitted to be used except wnere otherwise stated HU hangers of a size specifically designed for the member supported, b. Nails sPoced at s inches on center at edges, 12 incnes at intermediute suPports excePt e incnes at supports wnere aS shOwfl Ifl the manufacturer's published tables. Contact structural spans are 48 inches or more. For noiling of wood structural panel antl particleboard diaphragms and sheor walls. refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. engineer for details as required. c. common or aeformee shank. d. Common sheet e. Deformed shank. f, Cortosion-resistant siAing or casing noil. g. Fasteners �aced 3 inches on center at ezterior edges and 6 inches on center at intermediate supports. h. Co/rosion-resistant roofing nails with 7/16-inch diameter head and 1 7/2 inch length for 1/2-inch sheathing and 1 3/4 inch length for 25/32-inch sheathing. i. Corrosion-resistant stoples with nominal 7/16-inch crown and 1 1/8 inch length for 1/2-inch sheathing and 1 1 /2 inch length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength oxis is the long direction of � � the panel, unless otherwise marked). j. Casing or finish nails apaced 6 inches on panel edges, 12 inches ot intermedlate supports. k. Panel supports os 24 inches. Casing w finish nals spaced 6 inches o� panel edges, 12 inches at intermediate supports. I. For roof sheathing applications, Bd nails are the minimum requlred for wood structural panels m. Staples shall have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced al 4 inches on center at edges, 8 inches at intermediate supports. o. Fasteners spoced 4 inches on center ot edges, 8 inches at Intermediate supports for subfloor and wall sheathing and 3 inches on center at edges. 6 inches at intermediate supports for roof sheathing. p. Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports. q. Items noted as �per KRM' have been chonged from the IBC schedule to a more restrictive requirement. JQB # 0309 - 19 . . . . . i\ \ ' . . . . . I . - I . . �`S . � I '�� ' �. �i��t� \ i � .'. e�� i•'.,�: � . I �,4r �f ',�/ ' '�� ,(��� � I ', -r ° g - � I I � , L� . ' �, , I / \0.F a� ��� a � �'ewe� �� I �'3ss!G�'VAL �-�� ; i , � � � ' � OCT I 5 2003 ; I �, � � , � � � � � I � j rn � ' � � I , I � r��i u^^i I I \ ��, � rn I � \ \ I � �i� ;�-� I � Z�/� � rn rn \ \ _ ` p � y� �� \Oy V/ /\/\ / I \` � Ox I I � I � r '�� � ;' Z � �� , � � , " i \ � � � � I , �,. i F � I I � \ I � / \ �� � �� � � � � � J � PACK SOLID W/ GROUT I � I ! I I I I I I I � % I ` � � c � N � UPON COMPLETION i I � I I I I I I I I I I � � � � \ �F ' � \ � � � ,� � I , I i I I I I I I I � \ � ly � ` ' ` / � I � � I � � � � � � � � � I C � \ � � \ � ��k,9 . � \ � I 4 ^�, � `\ , � U x O PROVIDE BM. PKT. IN I I I I I I I I I I I �.� \ \ \ (8Z _ � r �� ,; � ,' , � ` � , � m � � (E) CMU WALL AS REQ.p i I I I I I I I i i � � cJ _ � y ��8 � � ' ; E'j ST `. , ` ,/� . � ` ; � � o a I I I I ' I i I I I ! \ ty I 1 '9/R ' a > FOR (N) W 14x48, ATTACH , , I i � / /?) % y' � > . , �. 3 W 2 -1 2" 0 x 4" EXP. I I ! I I I I I I 6, � � \ � (o \ • /� <( < F� , � ,'� �' _ „^i- ,�, / O / i i � i i i , i i i i \ + , ANCH.'s [(1 ) EA. SIDE OF � ' \ '� � � � � f ' ' � I I I I I I I I I I I � j �� � ^� � ' � r '� , , � N 1NEB] I I I I I I ! I I I � � �7r� ry/' � i,`` E - - - - - : , ' r _ � � ;- \> I ; I I I I I I I I I I � � � p ' , ' /� � � I � � \�'v � I �� � � ; ; l�: � , ; x' ` ,' ;� , 1 " MIN. SHIM AND NON- i I I I I I I I I I I � I �'- � � ;' � ; � ' ' . ���' � , � � SHRINK GROUT ` I I I I ! I I I I I � I � `�} � � I �I / / , I I I I I I I I ' � I I i I I �_ � � . ' r� � � , I � � � � / \ \ � � � : , ' � � : i i � I I ! 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I � I I I I; I � � � � �o � � `./ AS REQ'D TO FIT //� I I ' � ii I I I I I I I I I I I I ili � � i � N ' i i i i/ / a/ TIGHT TO (E) COL. ) �d I I ' ' i1 I I I I � � I � � � I I I �� � \ I I I N i " / ry � O � � I � � � I il i I I I i _ I I I I I I I li I ; � �- - - .i � � �j ' � ' ' - � I � � I I I I I I I � � , � , � - I I I I I I II I I I I U � /� O �-y-�1� i I I ; i I il I I I I � � , i ii � I I I I I ( I li I � I � � � ' � E"� v(RJ � ' ' I I �I I I ! I i� � � I I I I I I F'1J �� �, i � / � r-� (E) W 6x20 COL- � ; � � � � I I I I ! I y,6 I � I I ; 2 (� I ; I I I I I �" " i i I I I 1 I + � ' I I % ' � � � I �I I I I I � ' ; � � � �O �� I I I I I � ; S2 � w I I ; � i, I. I I I i i i ii I I I ' I I �' � I I ; � � . � � � � � I � I I' � � a_ . '_ - I, E -N� -12�t19 . � �� _ I I E) W 12�x19 � � - - - ,- - lE� VY_ ] x],9_ . A + - __ i - � - �-- --�- - ' E � - � - � — -t — 242'-6 1 4 t— + r -- - - — � - 8243 � I - -- ' - r �� �'1' gx? 3/16' � , o , ; —-'�'s2a2° - s /ap o - , i i � i � > i i i� i o _ _ _ � � rO+� ; I � I I I I j � rO+� � � I I I � � �� (N) T 2x2x1 SISTE D \ Q I i I I I I � I� �' � I " � I I I I � � � � I I I I I I� TO E) BAR OISTS � + � I ; I � � i I I ! � I � � � -- - - - 7- - - - - IY7- - - - - I - - - [-ll -- - - - : J-- - r ;i I 1 . �..� . _ . I ; � I ! I I I I � I I (N TS 4x2x1 `4 - I � 1 O �-+-1 2 SCALE: 3 4' - 1 ' - O' ; I � I I I I � S2 I � � i'- - � - - -� -I � __� I � � � ' � � � � I � ' , S2 O ' I I i EQUAL EQUAL I I designed by LRH � s'-3� � s'— �" � 2'—s i /2° drawn by LRH I I I I I checked by issued �' �� PERMIT 10 /15 /03 POUR STOP: 5 6 � / J 1 O / g (N) TS 2 1 /2x2 1 /2x1 /4 CONT. L 3x3x1 /4 �/ �J � 24 SISTERED TO (E) BAR JOISTS a2� a MATCH EXISTING T.O. SLAB ° ° a . a T.0_SLAB (N) TS 4x2x1 /4 RIM - NORTH f 3,, 6� THIRD FLOOR FR� AMING PLAN SCALE : 1 4" = 1 � - 0 " sheet (E) 14" BAR JOISTS J (E) W 12 STEEL BEAM 9/16" CORRUGATED METAL DECK PLAN NOTES: & 2.5" CONC. TOPPING 1 . POSTS BELOW ARE INDICA7ED: � NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � (N ) L 1 1 /2x1 1 /2x3/16 � � WELDED TO SIDE OF TS 2. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1 , SPAN 2 1 �2x2 1 /2 & TO BOTTOM OF STL. BM. WEB RATING 20 O.C. 3. (XXX'—XX") INDICATES TOP OF STEEL BEAM ELEVATION. 1 SCALE: 3/4" = 1 '— O" s2 JOB # 0309 - 19 �. _ . . �. . . :� . . . _ . � . _ . "' ' � . _ . ' . . . ' " . ' � . . '" _ _ . . .__ _ _ . . - ` . r: ' � . / � ' • � " " _ -_.- : . . . . . _ '- . .• - _�: : \t :. : � ) ' . . . - '5�,. ` . .-a , i cr�.^3 . �a�».s++w . . . .. . � . . _ .......�> .. _ ..+se+r.:•sv.�m-•vs. . . . . � � ✓ ' - 1t � . . •. ' �� - . . - " .. . - � r ` � '. ' � -. ' . - _ '_ ' .. . - . ' . ! _ . ' _ . ' . _ Q _ .. -. . _ . . . .; i. 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