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Box 9 Eagle, Calorado 8163i (970) 328-2388 FAX 328-6266 '" of �,��co��r ---- �fUi�C� �N1� I�INi�1C� ,4���4 . ��Dfizoal�i #3 ��I�i�oo1„� �2 1���T��. ��Iai�ooi� �r a N � � :� � � � m � ---- ---- '�---__..� .._ - � - � �4V. � ���1 I�'`�' — G�.O���" f�l�'C���! U�'1�1�"�' � � 1�. �3,4 � C:� � � 00 0 � �xC����� ��c��� ���� �C,��.� 1/��► � 1 � _�, �� * -- --- ����o��r . �-.— -�-_-, r ------ `�--r. � I � � ' 4�� i �� f L__� I � _ � REMOVE �XIvT(NC-� i SUNK BEDS =__� �---, i I..f�I N� ,�1�1 I::� 1�I�l I'N� ,4��r4 '-T � ��1�i�'.C�C�1� #3 ��D i�G7t�1'� �2 1�'�,45�'�� �-3�I�i�G�c�1`"'� � � � � rto�r�: �_�,� uo-r�. -R�Mc7V� A�.L. C�4RP�1' �4Nt� fi°,4D, i -ieEMOVE A��� CARPE'C ,4ND P,4D � EXIBT(NC� NEAt�RS TO �ROM �3�l�R�C�MS. s � I REMA{N - REM01tE � METr4L CU1�Ef�5 `�l'i°. —__� NOT�: --------�� -GOORDIN,4TE ELECtRfGAL ----------------- ---------__—_— �� ANU PLUMBWC� I��MCa .48 ____�, .�BA��V� EX18TI1�1Cx N��DEP. v � til I � , I � � � I � p�^� �----' ( m ��'�' i..�{��� ---- --- ___ ` � ����� °— ' ��..__' ���t3`l�� �..s� �'����� ,' �, �s�� �� --<. ��� � � �� ' _�_= I' � ,� � ,..°"���_��,.��.t? "�,�`� �. ��7�.�,'°-� �°a � _" ��1��"'�! �`� � .________�___�___ � I \ IIt � g Q� ' '� '� `� „ ." 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II (I � II. 11 II 11 C1�lJN—�,4 �T�81...�1i � i ii ia ii ii � � i i �i ii � i � i ii i = � ii i► ii � i � i ' � i � � � ii � i � i i � i v � i � r ii ii i - � �� � i � � C.4RR��' �n �i ii ii ai iE i � � i i� � ii ! I I 6 I W ' I I f 1 I I I I I I � fi" � l�'_-@�L2'I I_ i I 12 - " 1 I I 1 1 1 � - �I I I I I I cn I 1 1 � � ��_ " '_�� 1 I I I ! i � � } I -°---I I 1 I I I NOTE: fiPROVIUE SPINKl..ER SYSTEM P'ER TOl.UN OF VAII� i�QU(REMENTS ��W ����� ����� ���� � u i u ��r��� �f� = � —� __. �,��.�C'�N�' "'.. -- �I�1I1�1C� �4N1� I�11�11�� ��2�,4 �"3�I��',001"f #3 �3�I��C70i„� �2 1„��ST��. ��D�O�1„� I.UC?OI� FLOc�R , :,C,4R�'�T CAR�'�'� GARF'ET i�lEl�1 U100p GOVEi25 A7 1-�E,4tERS 'tYP. I i � �uoot� ��aor I _•� NEIU UlALL GONS�`UCtION � TO MATGi-I EXIS`tINCx _ ���'� ���,�� � � � f t ---------------- � r � � + �� � , , ; . ; ; , ------- ; � � ; i i � ; o � , " '� � � , , ; Ax , � , , ---------r.__---------------------- � ° , ' � � � ❑ -,--�., �'-9 �1�." " � � ! �'�41�I�"�' ' � � ��r� �� � � TfLE � � � ��� :��� ���� �� ; ._ , — �Til�� 1�l�UJ �N _.t � ' i ���`.M���#������ � ,��� .�����.���:, c~ �, � C� ��� fi�l�"��-4�N N�uJ 8�4�'N �r�L� --- ` ' '„� ���=� N�..��;�������� �"c�,� � � �' 2' ��c�5��' �.,°�����K A � - �� ��`' ��`�''�� �„��� � � --=-- �e �. .��e �. ��� �.�.���� t� �,�� NEUJ KITCNEN CA�IN�tS 2�oxs�a �'-� �rz --p�-- 1�. �,,� }�} ����'�� ��. _.._ � ` AND APP�f ANGES ' = _ r , - � I ' _ i I � v � ,, � � � ' � '� � IQ? � � ��� ����,., , � .. W .__. .� �..,� ��N ����,w., � �Y � L------- ------- ------ � � � --- � � ctt I �`� JG3 NO. o a o m � P � , , R�VI�afON� VI�L.A CC�f�TI NA U N�T - ��o 0 a �22 W. MEADCJW DRIVE, VAI� , �C�. DATE� NOt�: i�ROV(t�E SPINKLER Q 8'1'STEM PEi� TOUJN DF YA(L � 1212�/1� R�QU(REMENtS ��1�,,/V R ��M�V ��W ����� �l��� � SHEE�T� 2 ,� � ,� a �G,��� 1/� = 1 - � o I�(JM & AS�t�CIATES DR4t.4Jhf BY � P,O. Box 9 Eagle, Colorado 81681 (970} 328-2388 FAX 328-6266 Prestc�n �� /"' .-�..--'"'-�� � � � + ( O '� + c� n ;�, B�I��'OC.��'"f �� � : 1�'1,4�`C�� ��J�fi�C"�C�1�'� � G�.O���C , � ,� ��G�'I C�1� �C��.� 11��� � � , _��� ��,,,,---. ROUCxN-IN SPRft�1KLERS BY CyTNERS ' n . p` ^. � • ' � ' . • D ' . . ' s .d . : �. . 4 � . . . . 4 .,,,,...._— � UJ EXI�'v-tINGrt GONG. 7'EES ° . � � �4 � 61 .__ a. - ---�— � . � � . m d _,. 4, � NEIU SNAPER 2x- � ,� BLOGfGING-� �AGI�-� N��.0 'r'J' �,�I� aIT�� N�UJ 1/2" CxYP. �3D. GE1I�INC� N�UJ 1/2' C�sYf'. BD. 41/�R �VER MET,4� G4-#,4NNEL� �y CONG. t�� �ECx5 ?C NEIU �4' REG�SS�D G,�1�1 � �IG�s�-!t5 - S�� ���G�'RlG�4L _ _ it� r, �3�I��'.001`�'� �2 � �,,4UN. ----- `� � _�____ �, G� I�. IN�C� I����f,� �' ----- � � _____ �, �C��.� 1 �� _ � � _ ��� ����� � � ���� I�� �C��.� lf�i� ' 1 � _� �� ,�.�,--- ..-- ��°�'°��� 5K'� � � � .� � r * r � N � � � � i� _ t'£1 ����:ooM �3 � �� �,��r� , � _ ,�,, ���� ����� : ::��f��$�� 3�� ���a; � �������, � �� `:��G�" I C�N� , �.. � � ��.aaw� � � �� � ��� �� ��-�.; _ � �' ;�, ��'g� � � ��,.�� ����� :.��.w> � . z r II I 11 ¢.�`ta���� �,�°��9 �� ��,,,: �"� � � �C,4�.� 1l� = 1 —s2� f� ���� �` �— �� ��� _ � � ��, �� � ._.��� . . ��, � �., � � �� �a���; .�.� .._...rva�_.__ . ._.�..,�� ��,. �� �_v� �� ��:,;�'� � �p�. d 4 sa ��� , v. ,� :�.a= . `x.�.d ,+<5..� ._..v.,. ....,_.. -,u �V�$�°�� VI LL.A CORTI NA U N 1T - 34� ��� "°. � � � 422 W. MEADC}W aRIVE, VAIL , �O. fG�1��� �� l� � �2�2�r�� � �E������ J� SHEET L� � �V�..J1Y1 1.74 11�Vt../V�!'i���V L7RAtt1N BY � P.0» Box 9 Eagle, C�lcarada 81631 (97U) 328-2388 FAX 328-6266 PreSton ofi DESIGN CRITERIA: VI�LA CORTINA 340 REMODEL J4B #: 1501-07 Floor Live Load --------------------------------------- 40 psf 600T2Q0-97 FASTEN TO JQISTS Floor Dead �oad -------------------------------------- 15 psf Wind (3 Second Gust) ---------------------------------- EXEMPT* wJ #1 Q SCREWS TOP & BOT. & Seismic Design Categary --------------------------------- EXEMPT* FASTEN TO WALL wf IBC/IRC Editian ------------------------------------- 2012 Y4"9�x2Ya" TAPCON SCREWS C�? 16„ 2,� 2,> O.C. (STAGGERED), TYP. ��� f� - *Exemption per IBC 3403.4 - DemandfGapacity Ratio less than 10� � 100'-0 �- I SPECIAL INSPECTlONS: �T.O. PLYWD. - - - - - S/$"� THRU-B�LT ----_.�� i '�-� — a a. No special structural inspections are required. Periadic observations of canstruction by the - — = strtactural engineer are not considered to be special inspections. Y4" SIDE �j'�s AND ° � � 3l$" s�T. (� � °' � � � RESlQENTIAL LIGHT GAUGE S7EEL FRAMING: JQISTS PER P�AN � - - � � � i a. Metal studs and joists shall be of the type, size, gauge and spacing indicated an the drawings, CONT. �3x3x�/6 w/ 5/$"bx5" i� � o, � with minimum section praperties as specified. E X P. A N C H. s C�? 3 2 O.C. �� C 3 � � o� b. All 18-gauge and lighter structural studs and joists shalf be formed from steel that conforms {TO BE INSTALLED AFTER y�� �r � -� ,,.,,� to the requirements of ASTM 570-79 or ASTM A-446-C with a 33,000 psi minimum yield JOISTS ARE ATTACHED TO i`r � o r. stress. LEDGER) i� UI � �� c. Contractor sha11 provide bridging and blocking as required for stabilifiy and stiffness of the �� � � X final wall or fla�r/roof assembly. PIPE 1"� 5TD (1.32" �' Q ,� � � EXSTG. CONC. WALL �� � d. Structurai studs and joists shall be coated with red zinG axide paint, or shall be galvanized. Q.D.� CENTERED ON �E � � e. A#I field-welded join#s or ground areas shali be touched up with a similar rust-inhibitive " -� a� materiai. 3 SCALE: 3/4" = 1'-0" BOX BM. �� � � f. Top and bottom plates shali be 18-gauge steel or thicker. Track sections placed on concrete �� '��' SIMPSON L50, TYP. z �� walls or slabs shall have a moisture barrier and sealer between concrete and steel, and have a ,� R i a � a� leveling bed of �/ minimum non-shrink, non-metallic type graut beneath. Grout shall have a 640T15Q-97 TOP & �� � _ r�• `� minimum compressive strength of 2500 psi. _ __._., �._.._ _. . _._ _ � _� � � �, g. Except as noted otherwise, minimum attachment shall be provided as specified in the " F B�T� ' '� � � �u � � `t °� � ar JQISTS NOT SHOWN � � x FQR CLARiTY � ) Fastening Schedule on the drawings. 2 -600S162-58 � � j � a h. �raming Natas; • � � 3. Floar Construction: %s"x5"x0'-5 BRG. �. �- =' A. Provide 3 j4" thick fire-rated plywood at 24" o.c., tongue and groove, exposure 1. #1 Qx%$" C� 12" O.C., TYP. WELDED TO �N_D:OF:P�I� 6" BUX BM. PER PLAN „�„ � � � Glue and screw panels to all supports. Install sheathing with long dimension perpendicular tQ joists and end joints staggered. ..ti„ 8. Pravid� bridging between floor joists according ta the follawing schedu{e. Bridging 2 SCALE: 3/4" = 1'-0" � SCALE: J/�" = 1'-0" ��, �b.=���"�s, m�terial shal! match the floor joist material. $� �� � � �G�4��'���t,,�����y . SPAN NUMBER OF ROWS OF BRIQGWG �,� `� � �� � � � ,f�Q� , � �, � � � �t�'�� 1��``� � c ��'��..: ��r` :. ; °��� � co���� Up to 14' 1 row at mid-span _ _ � Q4 �� 14' to 20' 2 rows at 1/3 points of span y,��°o ��°�,�4' 20' tc� 26' 3 rows at 1 f4 points of span �`���'����_�� C. Provide a double joist below non-bearing partitions that are parallel to the joists. STRUCTURA� STEEL. 03J02/15 a. Structurai steel shall be detailed, fabricated and erected in accordance with the most current � editions of AISC S ecifications and Code af Standard Practice. i a�-�-----�-�-"---�--^{��-,i "� �' p , �._�_�.-.-.-..-.-.-..-..-..-.�-.�., ; b. Structural steel, including plates and angies, shall be ASTM A36. Round or rectangular NSS ; ;� � � � � � f � { i = �J�� r � E , I �: � shapes shall be ASTM A500 grade B. � ` ; �, , � � i i 1 i � �' � , : �: I � � �t : i •i c. A l l b o 1 t s u s e d i s t e e l f r . � k n r a m i n g s h a l l c o n f a m t o A S T M S p e c i f i c a t i o n A 3 2 5 � : f ( ri n t: � u » ! : : !� I � � I f I f I � � �i # d. Expansion bolts shall be wed e ty e Hilti or Rawl ' or Sim son , or a roved equivalent witt� f :._.._.....__ _....._....._........._...� ;. .... ..._ �.__. 9 P P P P .._...._...._.._.................... , . . .. ...._.......... ..... ...._........____..._...._...... ....__.........,__...._.._... ........__.._....._....�._._. _. _ ._........_.._...__..._..__._. __........___....._...__._.. .... _.....__..................__,. ... ..__......�.._.. ......._....._... . ._. .._._.. ... .._ . _ a �___�_€_________�-�__-------�_.�; I I �._--! 1 ( I 1 f �________��1___ �-�-________�_�" ________��_____' ��.�_�;_� ���:�.��:u ._^__...T_..���'��N�V�._' ' i I =`.�.._�_f 4.............v....,�_�.�..u'..�.�ri_�..Iw�._.T-...� � the �FoNowing minimum embedments: ' : � � � � � � � � � � � � 1 { � � �' ` � � I I ! I � �W I I i f � � T I I � � ( I ! i I ' I I � � 1. Y2 s� _________-- 2Yz ' : ` i : i i � ' _ � � � 2. /s>'� ------ 3" � ; II [ { ( I If il I ( ! I 11 � � I1 II II � r 11 fl II � � I1 I ; li il ; ' 3. �f4"� _______,__ 4» i E I i I I € I I I I ? I I I I I 1 � ; I I I 1 ( I f � 1 1 I I I I f ' I 1 I } " = i I � II � e. AIC welding shall be done by an AWS qualified welder. Welds not specifically indicated shall be i : I 1 I I � � 1 I i I ( I I I I 1 ' ' ( 1 I 1 I I ' ' I I I I I I � ' � 1 I i I I I � T ' 3/s" fiillet weids across the fuJl length of the joint. i : I I I I E I # I E � 1 1 1 I { I � � I 1 I I I I � ' I i I I I 1 � 3 I � I i � ? I s ; ' f. Delay painting within 3 of field welds until welds are completed. � : f ' � � � � � � ; ' �u� ! ; II EI II ! l II ( 1 � I ll � ' I1 ( I II � ; I � � I I � � ; li I ! il I � ; ' r ; € I i I I 1 � I ! I I I I 1 I I � � ! I I I I I � = I I 1 I I ) i � ; i I i � ': I ; ; € � GENERAL REQUIREMENTS: � ; , i ; , ; { , ���� � s II � ( ! � ! I I1 II 11 11 � � II fl li � : II 11 € 1 � ' I ' I � � i I � ; � a. Struetural ereetion arrd bracing: The s�ructural drawings illustrate the completed structure i i I I i I E I i I I 1 E � � I I ; " I I I � I I � ` I ( I � I ) i ' [ j � 1 } ; a : ! � � : � i : � � , , � ; � with all elements in their final positians, properly supported and braced. The cantractor, in , ; � E i � � � � E ( � � E � � E � � : � ( � � � � , : � � � , � � , , � E � r C ; � : ; � � the praper sequence, shall provide shoring and bracing as may be required during constructian � � ' " � ' , ' ' � ; iE � d � 1 II fl 1 { II ( I � i 11 II ll � � II ( f 11 � , Ik 1 ? Ir f = ; � � � ta achieve the final completed structure. Contact structural engineer for consultation {not in = , i : � r 3 , � ; , : , � � a ; € I II � 1 II fl I ! ll ll y ; Il ( I 1 , E � contracf) as required. C � � t � � ; � � • � � � ` � ' i � b, Dimensions: Check all dirnensions against architectural drawings prior to constr�zction. Do f : � � � I I 1 � �INDICATES APPROX. � � � � f � E ; � � � � � � � f � � { � � � , a � � � � � _ � � ; � � � ; � I II EI CILOC. OFDT� �WEB � i � 1I II ' - II II 11 � � IC I � II ` ' II I � 1 ? I1 � not sca[e drawings. ABOVE _.___ _ _. f � , ; � , � a i i c. Construction practices: General cantractor is responsible for means, methods, techniques, i ; i I I � ! I I l I I , I I I I 1 � � I I 1 I I I � ' I I I I I I � ' I I I i l � l I ' ' }:��" `� E ; i ; � ii � � � � ' � � � sequences and procedures for construction of this project. Notify struct�ra{ engineer of � ; I I 9 I ( I ; 1 I 1 ! I I I 1 � r ; I I Q�Q ! 1 ( I ��.Q I I I I Q��' I 1 f � ( l I 9 I "_. � I I ; � � amissions c�r confliGts between the working drawings and existing canditians. Coordinate ; : j � � � I � I I E ► I I ( I I 1 � I 1 I I I ( # I 2 ! 1 I I � ' ( i I a ! ! I I ' ' requirements for rnechanicalfelectricai/plumbing penetratians through structural elements with � � , � '��� ��5 � �`.`�� E � � ' � � 61 li ! ! il � I I ! il II � = il � li li � � ' 11 ( f � II f ' 1 � 1 � I ! 1 ' � ' � � structural engineer. Jabsite safety is the sale responsibility of the contractor. All methods i , { : ,.� ,c� � : S1 ,� i 6 ' ' 4, ' E o used for construction shall be in accardance with the latest editians af the IBCfIRC. ' ` � � � � � � � I � � � � � � 0 � � ` � 3'` I � E 1� � ' { 1 I'� I I � ' I 3 1 I �Q I i 1 1 -� i ; � ; � ; � � Q ii d. Details not specifica{ly shown on the drawings shall be eanstructed in a manner similar to the � � C � � ( � � � 3 � � � � � � � � - - - "- - I � ; I I +b� I I ,�p� ( i 1 i � ; � t'.,-�1 � d e t a i l s t h a t a r e s h a w n f o r (i k e c o n d i t i a n s. T h e s e i t e m s s h a l! b e b r o u g h t t o t h e a t t e n t i o n o f i ; � I ( I � I I I I 1 I I I I I I I I ` � I I � ' J � � I � I � iv I �1 � � ( �I E ' �,�' ( 1 �' I i 1 1 ' ' �`"� � ; E � -� SIMPSON �50 � � F� the structural engineer as soon as possible for approval. Approva( sha(I be obkained prior to , ; ; � # I [ ! � � � � � { ( C ( � ( � � � 1.4x4xY4 (�11N.) � � ; E � � � , I� ` ��- � � �``� t 'EA. SIDE � � '. i ^ installation. ' ; 4 -SI S ! i � ! ' �� ; E � �� � � i ` 3 I , I S9 � < < I I � . � � . . . . � ' .. _._.�... __.. _ _ I ( l � I I I I I I I I I ..... .......I_..r.._..__.._._�_.._......_�...I.._ ...__....._ ....._ .. � E I � �_..,. 1 � � _ _ _ --i— _ e. it fs the res onsibil�t of the cantractor to contact the structural en ineer at the a ro riate � ; ....._:._._.�. �..._......._,..........�._ ... _�..... ...._ ._. �_..:.�_..._..��:.:� ....��,���:� ,; � _.. �. ._.... ._,_ _. � �.�. _._._ _._.. , � P Y 9 P P P � : [ I I I I I ( I I I I 1 I I F, I I 1 1 C , ��._.._.... _. l �, I I 1�I� , ' �`I -T 4 ( i � � � ` � � f ; �, �--� b� time to perform site abservatian visits. Observatian visits to the jabsite by the engineer are , : Q 1 ALL BM.. 8e HDR. s R�E: � �'� j p � ' � far determinc�tian af general conformance with the construction documents and shall not be € ; � � � � � � � � � � � � �p�' � 4� � f � I J� I I � I I �`�Q I I � } � I I ' � € I � � I ` ` f �� �� � construed as inspectian. , : , � ( j � , � � s j � � �J i � ,�p' � � � � � S � � � �� # 2 -60 E162-68 80�C � � ; � � , � � , � f. Thou h ever effort is mada to rovide a com lete and clear set of construction documents f ; € E , _ ! 2 � � ( �,�1 BM. MD . s € �,``� �,� E ; � �`�' - 9 Y F P , 4 : € I � ( CONT.� �OOT15t� 97 � I I I �,'l { 1 ,� I I I I �I I l �- I I I I I � I � I i . I ; ; , . discre p ancies or o m i s s i o n s m a y o c c u r. R e l e a s a o f t h e s e d r a w i n g s a n t i c i p a t e s c o o p e r a t i o n a n d � � � i : � � � ( RIM JO�,IST, TYP., � � � I �� � � �` � �� � � �.. .< , .: I I _ 1 � � � � ;....... �;� _ � ,�,�` ` �, �� . ��, �, <..... continued cammunication between the contractor, architect and en ineer to rovide the best � � , - - ' �"�' � ` `'�` '��:"� -- -~ �~����~'�` � �=`°�~�� ' 9� P , ; � WNER PPLICABLE - - -f- }--- - �`� � E � , ��� i "`r ��> ` � possible structure. These drawings have been prepared for the use af a qualified contractor ; ; � � ' � � � � � � � � � ° � ' � ( � �' � ! , � � � � I � � � ' " � � � �� t ' � � � � ° ; ; � � experienced in the construction techniques and systems depicted. s �___�_�________�, I i I . : , , E.-'- _ - -.. - , � : I 9 I I .,� ( I ' � I i 's ! ( �_'.._, I I � � � I I ! ? ; ' I { l i � ` �? � ,: ; � , .__.......... ._-(......__.. .._.........___t i ( , . � i I 1 ' C.____-'ld E f � � � �� � � Q t � ' i i � 3 ' ' k i ! i : , , f s i g. E x�s t i n g s fi r u c t u r e s: C o n t r a c t o r s h a l l b e r e s p o n s i b l� f o r v e r i f y i n g d i m e n s i o n s, e l e v a t i o n s, � � r � .._._...._._._,..., � � ; ; �' I ;I f I �, a I � � C � ( ( � � I { ( ; ' I � � I ? ; ' � E . r � i 4� � � : � II : 1 } i framing, foundation and anything else that may affect the w�rk shown on the drawings. ; ; � ( ! � � � ; � � � r�'�� ( � `� , ; S1 � O ' � � , � ; � ; , � � , ,_ ,`� I :.. I I I 1 I I s f �� LOCATE� �KYLIGNT ! I ` I � I 1 � � I I� ` 1 f € � , Underpinning, shoring and bracing of existing strucfiures shall be the responsibility of the € ! � � E � � � � � , � � � ! � � �� �- � � j { � � � � � � i ` JOISTS SH LL RUN CONT`. � E BTWN. �1 BS I I � f 1 J ! I l i I ; , can�ractor. E ; � � � � , �- � � , � � ; OVER BR . �WALL, TYP. ; � � : I 1 ; � l I i 6 � � E I I I 1 I R l 1 1 ' I I ! � I 1 a � I I 1 � ___ .�� � �_� __ I ;� _ __.� ! 1 i I i : ' ._.......� ...._. _... � ; � � : I I f ; I ( f i ( � ! I I I 1 I I ( I l � I i I 1 I I � 4 1 ! �— � ;.�...........................�...�... j ; _ .� I ! I i � � � = fl � � ( I PI ; EI Il ! 1 li 11 � II ! I � if 11 i � ; I I � ' € ! ' � � : ; li ; ! ! l 3 . � RESIDENTIAL STEEL FRAME FASTENING SGHEDULE i : � � : � � I � � � � � � � � I I E � � � � � ( I ( � � � � . �, �, , � i � 1 � � i i � ( ' � I � ' �__� , �.............._n., Floor joist end to girder or top plate track {1)-#10 x 1�2" bottom flange i a � � �-----�.' � I I � � I I i I I � f I ( I i � l � �� � I I I � i I � I i ( �; i ; � ! � ( C ; i , i SIMPSON '��0 TYP. , ; � � : f ( 4 1 c 1 I 1 I I ( I I 1 I I � I 3 I 'I I 1 � I I � 1 � 1 , I � � < < ' I ? � I ' , ' � ; I ; , � � , ! Floor oist end to continuous rim track 1 - �0 x 1 2" to & bottam flan e � � � � � � � � I i E i I I � 1 I i f � i 1 f ;I I I � I I � � i 1 ! I f I ; ; � ( ; I i ' 1 t ) # f p g i I I E I � i { ; I � ' ______, � I f � � � , E ' ' f� ° I I ( 1 I I I I I I I j I I I �� I 1 � I C I � 1E1 ` I i ' ' � � ' � _..............._....�.�J :..�..,..�_...a.- .....�....__._.�_..„^-L.� E �J ��. ....»._...�.._.»..�v r..._ ...._..._......v v.�v._..� ....���s�.�.._. ........w._.d..s............ ....._..._�.�..�d.p_ __ ..e� v._..e _s v � � ' � � ... .. .... � ___ e..�.._r._ e...�_.._....�..,.m..........e.n .. _.._.`..................... .........._._.,.......� i.... _...�....�.»......,..v..........v . .._.y............_..... �......,_.......... � i . � � ................_...... Wal1 bottom late track to 'oist ar blockin er endicular 1 - 10 x 1-1 4" throu h I wood -.......-........--...-_....--.--.._.-- --- � �� � � - � �._ ��� �_�._..._.._...__.._.__......_1.._.[4..__...........__..__......�__1..........__._.t._..__..._..��..I_..__._................_.__��._.�..._...................._.i._.I�........_.....___.....__�.�I......_......_........_..........� �_.._......___........�.__�..... . , � �_�_ _.�_.�.. .� P 1 9 �P P ) � ) # f 9 P Y . �. ....._._...._...........�_.�I_..__.._.,._......_._......._�._3`�......__..__..__....._.__�._.1_.._........__...............�....�...._._....__._...__.........�.�__._.....,__....._..._.__[._x..._......_........._.._...,....1�,._�....................._......_.._I_._........_.....................__,._z......_...........; � �'�' � � Wall bottorr7 pldte track to rim joist (parallel� {1}-#1 d x 1-1/4" C� 16" o.c. through plywood CONT. 60QT200-97 �EDGER w/ Y4"�x2Y4 i TAP50N SCf2EWS C� 16" 4.C. w/ L3x3x3/6 3 ; i C�BS�C�nBd �y �"�� Stud to p#ate track (top and battom) (1}-�8 x 5f8" each stud flange wf /$"bx5" EXP. ANCH.'s � 32" O.C. S1 ; ; N�R ' drawn by Built-up studs (back-to-back) �6 x 5/$" @ 12" o.c. through webs ; i �-�-� ? a C�12C�{8d �y Built-up studs (nested} #6 x 5 j8" C� 12" o.c. through each flange � issued Top plates, laps and intersections {2)-#8 x 5/8" each flange Box headersjbeams per standard detail ! PERMIT 03/�2�'15 l� PPER ��� � � �1 ` / l �Yl � �� � � �� � ���L�. � f�r> � � ru�ai Back-ta-back headersfbeams (2) rows #10 x 5f8" C� 12" o.c. PLAN NOTES FOR NEW FRAMING: Ceiling/floor jaists, overlapped at support (2)-�10 x 5j8" through webs ��'�'�'AAA `�� ��$�'��� �;E� .`�.�r�s�'�� k;.�,,.��}�.��t.,�....���r��«�:� a ����� '� r ��'����.x, 1. NEW INTERIOR L(GHT GAGE STUD BEARING WAL�S ARE INDICATED QN !'�AN THUS: : 5 , . � Roof rafter or truss to wall top plate track Simpson SfH2.5 � NEW POSTS BELOW ARE INDICATED: �>�t�;�� �R ������� ��� SINGLE STUD TftIMMERS THAT DO NQT REQUIRE BLOCKING BELOW ARE INDICATED: Q Roof rafters overlapped at ridge {back ta back) (6)-�10 x 5l8" thrQUgh webs �����,.��,,,�w,�� . x���=.� �� �°°��. _um�� .,�,,,. 2. ALL POSTS ARE LABELED AT THE TOP. g ��� � Sub-fiascia track to rafter (1)-�10 x 5,�8" each rafter flange � `," °.°��~ ,� �� °.�°~ ° . � ��� _ 3. NEW FLOOR SHEA11-iING IS �/�." TaNGUE AND GROOVE FlRE-RATED PLYWOOD �PAN RATING 24 O.C. �� � � a ��s��*� _ ��, �,��. nP ti �.��..,n ,,M���,4�,,,�._ Plywood ar OSB roof/walifffaor sheathing #10 x 1-1 j2" Q 6" c�long edges #10 x 1-1/2" C� 12" intermediate supports 4. Atl NEW dt EXSTG. STUDS SHAI1. BE 1� x 20 gtt. !s 16" 4.C., TYPiGAI., UNLESS N4TED OTNERWISE. Sheet N4TES: 5. ALL t�EW F100R JOISTS ARE 6005162-88 {50 ksi) t'� 16" O.C.� fiYPICAI., UNLESS NOTED t3THERWISE. 1. The screws in this schedule are self-drilling low prafile head screws. 6. EXISTING CONSTRUCTI0�1 (E) IS INDICATED THUS ( -- - - - - -- - ), NEW CONSTRUCTlON (N) IS INDIGATED THUS ( ), 2. This schedule indicates minimum fastening requirements. Where speciai conditions exist, use the specified fasteners indicated on the plans and details. , JOB �15�J1 -07 � ������� .�.�..r�_ �(���� ��� ������ ���� ���Q� �1�--- ---�!--- ---��_ � � --1+--- --- --- ---I+--- II � � � II il fl � II 1 I i i �- --� I I I I I I 'j'u i I I 1 11 II �}�-� I II II II II I ! _1 I I i �� � I I I I I I I I I I I I I I !l� I I I i I ------------------ I i I I I i ir — i ii -f � � � � � i ii ii � i ii {� i ii � � i i i� ii ii ii II II { II iI I1 II II IE II I i I I ��j I I I I I I 1 I I I I I 1 I 1 II 11 �---� ( il ! 1 II II II I II II II � II II I II II il II I II II � II i t i i � ------!-----------------_---_----- � � i i i i i i i i i � i � i i �-3�I�i�:��1`� � i 4 ELEGTRlCAL LE��ND ii �'�j��'i,' ii � i i ��� .�. � � ii ii ii ii I i I I I I I I i I I I I I f I I } i I I I I I I I � (,(J,Q�� MpUi�('C�p �IGI-I'� � `'aU11TGl-1 il II II 11 II II I { i� ii a i�3�4�� #� ii ii ir � i i � D . � 3 U1A1' �U11TCN i I I I I i I i i I 1 1 I I i m 1 I I i i I i i I i � U1,4�� SGONG� 1�IC�N'C 3 i i S�Oi'�.i+�C� � i i � i i i i i i i � i i i s i i i i i � � � u�,a,�r su�C�'�N �� � � � � � � � � � � � IN�1�l � � � � � � � � �. I � CEI�INCx MOUNTEI� LICx+�t I I I ( � � I I I I 1 I I I � DIMr�iEf� SIUC'CCN li II II II II il II r � I il i li I! I I I I i I I I I I I E � � I I I I I I ! � GE(LIN�x MaUt�!"CED GAi�! �fCzl-IT ��� 3 tllAY DIMMER �lUll'CN C1�1�71�-�,��t�'�4����i i ii � ii i i ii � ii ii ii iG I 1 I I I I I j� I I I I 1 I I � � I I I I I I �- 51NC�l.E REG�PT,4C�E �----- I i ( I I I I I �___ ±i- i I I I i CEf1.li',lC� MOUNTEI� LCCx1-#T � i! I I i �� i I ! 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Sl�Jll'GN � 7NEF�MOST,�,T � �A� Y�,�VE �.IYI1�1C� ,�NI� D11�I1�1C� �i2�,� . �3�I��001'� #3 �3�Dfi�'001~'� #2 1"�14v�'��', �3�1��:00�"fi � ��'�'` i ��.���;.:��4 i �� �° �p IX f �� �,; ,�,'�`�'�� ����,Q �� � ���, �� ,��� ; , '�` 'S� -------- ----- -- ------- � _� r' � �'�'" ����;��� ��'�� � �� ���;> � 3,.;`���� � '�! i � _ S�" !�i ��. � j { ���' �'��"`�" ��� z d �esit�R,�.: ����it7 � � I " � � � � � � � 1 I r ��� �n € �"�i :.'�--?rw +�. � ' � � -'__. " `°"'� 0 _._.�..---"---- °r-" -_ ' , 'r .l_ . � �� g � � � E � ` � � � �,�����I`� ! ��% �"' f �����% ��,���s. _,.,� ���� ��.��. ��._,. -_-_ �..� �1E3'# � � �� ��� ��_.,..� N� . ,� � �� , ` �1.� �� _1 � � ; t .� .�� ,�,� �, - - - ��� � , �� � ___ ' ���_�����: :�.._.._... v.... �',�.� � �,,�� ��'CN� ----- � C�..C����" _. .� �- , N�t,U KITGN�N C,4B1N�T8 � -�-- fi''�. 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