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HomeMy WebLinkAboutB11-0373 plans approved • __ �- _ .. � . . . . . . . . .. -� . . . . � . . . . . . . . . . . . . . � . � � � . . . - . . . . . . . . . . . . . . .. . � . . . . � . . . . . .4 . . . . . . . . . . . . � � � � � . . "" :, . . . . . . . . . . . . . . . . . . . � . � . � . . . . � � � � . : � ; . . . . � .� � � � . . �� � � . . . . .� . . . .. . . . . . . . . . . . . . : . . . . . . . . . . . : . . . . . . . . � . . . . . . . . � . . � . . . . . .. . . . . . . . . . � . . � . . . . . . � . . . . . . . . � . . . � . � . � � . . . 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' . � � � � � � � . � � � . . � . � � . . . � � � . . � � � � . . .� . . . �� � � . . . . . � � . � . � � . � � � � ��I � � � � � � � �� � � � O � � � Q � . � � . . . . . . . . . . � . . . . . .. . � . . . . . . . . . . . . `I . . . . . . . . 3 3 , � v � � �.. coo � _ s � s �, 9 . � . � � � � � O 9 7 � 4 � 8 �, 3 . . . , _ � - : - o � � � � � � � �. � � �' �' � � A �.� I� � �' � c� � � � A � � �. � � A � � � � � �J � 0 � o - . ; - � - - � � � � � � w � � � � � � � � � � � _ . � � � o: , � � - � 0 � 0 � : � . � . . - � � � � - � � {. � - .�_� � : � TABLE 4F CONTENTS EPTEMBER 21 2011 PERMIT � S , Mw � _ t'I�' � � � = 0. : � w _ � � TOPOGRAPHIC SURVEY � .... _ U SD l SITE DEVELOPMENT PLAN .�► � r.T.� A1 PPER LE EL FL U V OOR PLAN � A2 BUILDING ELEVATIONS � w S l STRUCTURAL SPECIFICATIONS _ . Q �..,.� S2 STRUCTUR:AL PLANS DETAILS � W - N _ ` p� � , � ��� W ��� � �� � ��� �� � ��� � � _ ��� � � : �t �� �� ��� � _ � � _ �' � - �° ---� _ � a�� � ,w U �-..�:.� � �yn ° �� ��.-�--.--�..� �� ; ��d� e � . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . � . . � . . . . . . . .� . . . � . � � . � � . . . . . � . . . . . p . . . . . - . . . . . � � : . � . , . � � � . . . � � .. . . . . � . . . � . . � . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . � . . . . . . . . . � � . . .. � . .. . . . . . . . t� . . � . . � n . . . . . . � . . . . . . .. . � . . . . . . . . . . . . . . .. .. � . . . .. . . � � � . . . . . � . � � . .. . � . � .. . . . . � . . . . . . . . . . . . . . � . . � . ... . . ' . . . . . . . . . . . . . . . . . . � . . � . . � � . ��. � . . �w . � � � . �� . . . . . � � . . . � . . . � . . . . . . . . � . . � . � .. . . . . . . � . . . . � � . . � � . . � � . . . . . . . . . . . � . � . . . . . . . � . . . . . � . . . . . � . . . � `� V .. � . . . . . . . . � .. . . . . � � . . . . � . . . . . . . . . . . . . . � � � . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . � . . � . . . . � � � . . � � � � . . . . . . � . . : ��� : y , ✓ ... e t � . . . . . . . 4m . ' . a � . . � . . . � . . . . � . . . . . � . . . . . . . . . . � . . � . . . � � � � . � . � .. � � � � . . . . . . . . . . . ,. . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . �� � � � � � . � � � � � � . . . . . . . � , . . . . . �. . . : . . . � . . . . . . . . . . . . . � � . ' . . . . � . : .. . . . . . . . . . . � . . . . . . . � . � . . ... . � � . . . � . . . � � � � . � . . . � � . . � � � . . . . . � . . . ///� � � . . � . . . � . �' O � . . . . . . . . . . . . . . . . . . . . . . . � . �� . . . . . . . . . . . . . . . . . . � . . � . . � . . . . . . . � . . . � � . . . � . . . � .. . . . . . . . . . .. . . . . . . \��,! .. � . . . . .. . . . . . ' I `/' , , . 1 . � N : � _ � � O �."�"' N ��-..--_r ` � ----� a� � E a� o. ., a� � . � . _ _ _ _ ' _ "� ; , : , � , � � , � , � � � � � � � ` � , , . � , � � � � � , � � � � � NOTES: � � , ; 1 ) DATE OF SURVEY: 10/31 /08 � � � ' . 2) SURVEYOR HAS MADE NO INVESTI_GATION OR INDEPENDENT SEARCH FOR AMENDED � ; PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, � RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER - � FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. � , � 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL : � ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS � � AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ; ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE � THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN ; HEREON . � 770 POTATO PATCH DRIVE PHASE II , � _ 4 BASIS OF ELEVATION : SEWER MANHOLE 0660 INVERT= 8488. 8 SEE DRAWING . � ( 770 POTATO PATCH DRIVE NORTH , UNITS A K ) � � � � � ; 5) BASIS OF PROPERTY LINE LOCATION : FOUND MONUMENTS ON RIGHT- OF- WAY POTATO ; PATCH DRIVE. � � 6 BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE � ELECTRICAL ) � MANHOLE AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD ; BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND � + 9s. SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. i 951 i , 7) POSTED ADDRESS: UNIT 17, 770 POTATO PATCH DRIVE. � + 95.7 , i � SEWER , ; MANHOLE 8) 1 CONTOUR INTERVAL. � SPRINKL R ' + CONC. PAD 94�8 E 9 THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF ' � + 96,a .g2 M AI s.s VALVE �, ) F � 120 �BOXES � EAGLE VALLEY SURVEYING, INC. AND IS INTENDED OR THE SOLE USE OF THE ' � + „W rn `."- .,.,. �r ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. , . 3g 06 ROCK .- , : , o + 9a.s i �= 05'07'16" 75 EDGE 9s.a `� , ' : . ' '?e 93.s � , 95.s 5 LIGHT � ,; �_ 'r� • . � ROCK �P �:�..: g � R= 104J6 ASPHALT �' "�. q . . ` ,:. E�-� � �� .� ,1 A .;,I ', ;,, GRATE � i - ' 1 . 5� CMP � : .. _ �, . .. 3_ .: r � , � � 4e � ,@{, � , , � 3',� :, � L 9. 36 , � _ � � . .. s � e, , � i _ r ✓`'"`"' ,„ �;` °• ° �� .:� �' �:� T 4.68 8493. 4 ROCK � . ., ; . , , =. . w � �t,��. ,�,� _ .�,. ., .� �, i . . �� ;�,; ,� .,�.. -. � , ,7,. 1r� 0.8 �� , . � 93.5 � � , „ 93,4 - N50 26 02 E �� . .,, . , � �w.�.� �.... . � �. ` . , . : .� w, , BRG- S 11 '12 01 W 96.a SPRINKLER t o, �.-� � ,. , RVVATER N �,��1' I �- 9�,i ' C LEN- 9. 36' 9. 38' � ,. � . " � k � � '� , � ^� ; : .�:---� ROCK „ ' VALVE . - � ,. , , , i �� �i � . , . ; .;: L�,�,,�t {rl�,�r � �� .. � � / � � � , � �< f , 1 ,,�=-r-'\ �; V��,LVE � � , .. ���, , ..�: A ca , . �, , � ,'� � ,� .;a�r,, , � Y. ; � ; _ , � � � � (C �C.) � SST42 15 E �+ �'� �� , `�, S, ; F , , , ,�.-9� sy '�� ;; ' i -� X. X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER , ,.-� . 71 . 45 t , m _ ,.. ��;,� , , , �, ^r -.--- � � 9 ,., � � t ,y,��4��r�+''v � 9 � a1 ��J ��r ���--���1 i UTILITY & - - _ ' `�,.t`' �r r- � ��- -�� , Yq' ��, ,', .;� ..F , -. .�,_<.- � .3 ,,�,�,,�,� . ,',�� `�'-'"�---,�'�� '� ���tih , t1,�" `"- � '"�--� ,"= 1'=�`°= CONC. � ACCESS � .3 ''�,,�3 ,, , � - . �. . - _` 8 ` `�.� , �--�°"" - .r.�- ��-,.� . "�----_ i 95,2 Y'�" '~---.�_ `� , - Sl� � +' ,..� .;,;r,�/'�� .��- , :�E; --�-..� 0.6 WALL F ., � tl EASEMENT �. _� _ � 9c . =,,�;,, -�_ f . ,. ,F .� � �� �,_,�, - _ . �k�`�., ,^ . . . � . . . . . . . . . . � � . � . . . . . �. ..-r-"" f. y "�,,,,, . 'J,. . d� ' . `_ '.r�°� i : 1° t . � �, 1:." � .� . � . . . . . . . . . � . . . ,:.y� N� �� '��'f . . . . . . . � . . . � . . . � . . � . ' . . . . . . � . . � . � . � . . . . . V �/�,rj ��'�L � i"` .�^ �,./� ! q : �. _ -, -J' = f � �''t,�.,.:, �r:.il1 � . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,�!� . �f }(� ���� `a. c � . + '' r .� + � � f � ^ 1 t : DG � � . . . . . . . a �'�„��� n����u. . . . . . . . . . . . . . . - . .�"r ,� s � � r � APPROX. CONC. ,, � �` > �.-- � . _ . � , } . ..} . � � , , . . . . . . . . . . . . . . . . . . . . . . . . . . / � - •� r J � : e `'� a r .,�t i . . . . . . . . � �- k.m_'o¢-�.,�r�:. . . . . � . . � � ~- ~- _ � �. � � � $ � ; �. � � , � m� .� 4. -4� S E WITH APPROXIMATE TRUNK DI METER - - - - � ��, k. a .��� r,> , ,r lj � k '� , , . � ,,�, '� � . F .�^, �.w � X.X DENOTES DECIDUOU TRE A 0. 4 PVC �. t,��� � ,! � , � BURIED �..,: , � ,, � , PAN , �. . . . . . . .. � � . . . . . . -- kR��.� .,r...�T' a , J .. 1 � ' � { � . . . ...�i. � .,,. � y' . . . . . . . . ' 95.6 � 95,4 �_,� .�..._ _ _ _ : �,�� :..'�_.�� f � . � �.,." `, t" �s µ ,,� � . � �. lr,.�'f +" „ g.02 � _ w _ _ � . r � � � , :- ,,,. � .o BUILDING ���s„� . � `�, �, � � �� - - ���,.�„� 4 � { _ -c,re . .� , � +. /,r, .� . " ' „ .. . ,., , , , , ' 4S E � �: � _ _ I � ; , �,qa, W � .:�' - '`= '�.`,�.�';� h r� . , 41 ° � � f I ,��J � � ,,,1,,v , 5 WALL ,, , �., , �.-ali.,� N7 a ,,� , r . �.. _ �. �_. - �:�, � .,,, . �;�,-�, rn �P. ,� � ��-: _�. :� ,� : . WATER . � 1� ,, ..�, E , 0 � ",� x,_ �<< _ � ,.�_., .� 9 . , - �-�95: , � d .1�✓ � �� t �,, �,, •. v o� t��.:�� _�°� :--, -� ° r EDGE - - - ..,� �._ � 95.5 � ' CURB W � , �a, � ,,ti �,,, ., ���f.;�i��:�� °-� r'' ` ° . . .. A. _: ' �- - _ _ ' 0 9 „, � r,_ .- �� - � -, s 9 ASPHALT . . - . � _ _. _ .... _ 4 ,:� p �,�- �.� �, ,,' � � 2 92,z �- ROCK ^ . . � g STOP -- _ -� 2„N O _.� . ,- � ,� ,�r . �� _ � 9ia � '1 96.6 ,,�``f __ .� CONC : =,� �'J �.� � { �,���� � i �•• X.X DENOTES BUSH WITH APPROXIMATE DIAMETER 95.8 ,r 95,9 ' : . . CON 9 - - �-� � �.. � -k�00.6 ' �',i� � - `� �� � . �--�-.. C. WOOD TI -_.../ o � t ` = � � l . � , � I _ _ . . WALL y �'� {� r ; . 1 .S - u�` . - _ ; .�, , WALK STEPS v-i -- - - ' :� ' Ot � �' �=�.f�-F�' .... 9i,2 ,�__,� , _�nll r�, 95,8 • , „ . . . � � _._ ... .�_ -, 62 H M � �---_ . . 0.4 96.2 � . , . . , , C I NEY - - .- �--` ..�- ._ �,�.� �. � �� ,- , , ,r 95,9 � W._ _. _ , UNIT 17 tis � �01 .0 `� �---� �. � _. W r . . . 7 ���__ ��� f . , _.. _ _ .� +�. O . „� 92,s ,����, , � � �„��. �-�-`° j.,��, ~-� TOP PARAPET r . ��, f '� DECK �� , � 1 � .�t' :� , � . 96.4 ;- � . ° . _ ,• ,„ . „ `. ';_ :, . � _ _ ' :�;;�.�,� i � h ,/"1 _ �.f ! ! � �. , �:.` • �, ,_ ,_ : r -. .��,6 - : ., .,� . .5 _ . _ �` �� � , . � , 02 � r'�I` � `1 8502. 6 , r . , � + 96a � . . . 23 •: UTILITY �, � , : '" N ''�:.e����� � . ,;, _ . r' � : �: � 9� f �y � :: ; -0 : _ . . . - - - .� . ,, -�?-��. � � .� �. �- �• GARAGE - - -- � �� � t .o �,,��,� ° ��% t ,ti�. .'�"` / ti x rm - c� �. SHED � s..�-��,' `�`�� �. � ��,� � �` ` ,`,,� Z � �r�n�� f , ROOF LINE &' �' � rn - --- � a, 4 ;� � � � � � o.s SLAB x ,.,-- .� �� ;r �, . ,�'` CONC. � `:�- ^ ° < �, . : ; � � m .� _ _ a .. ENTRY N '�" # �I � '-- " �.: ..� Q, p ' L g' 96.0 � ,9 8496. 1 8516. 0 9�s � � 92: �_ -_ - ', Oa ' a*,�,� .� -�0 L q ����a��fr � .� � . _ 0 9 PAN FLAT ROOF �3 _ ,g: . , < : , -- - t, 8506. 0 � HOUSE _, .�-n.. � � � �,� � . 97 1 D� s. , , _ _� ,, 0� ENTRY � .,.�- ._ ,` �ti'�'��`'�= ...� y • W .� , 96.2�.. ' . ' '. _ ._, ...- �- X � � t `�"`,�`,, ~��. � ,� " � ., � . 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Post a Professional Land Surve or re istered nder L- � � Y 9 u the laws of LIGHT - the State of Colorado. do hereby ' certify that this topographic survey was a�a � made by me and under my supervision . and that the surve is accurate and c� � ' correct to the best of m knowled e. y + e�.i � ,� > � �y rt;, Y 9 ���, � � �' ��� :, : � , " � � � � �� � � �� � , � . C� ti� � L � � � � � � �wa� ------- --------------- -F 86.5 � Michael J. Post ENT . p,SEM � ��� a � '" l' �-- c ( f� Colorado P . L. S. 30116 ����� E � 2p� U + eb.s -�R��NE �� e ( ' + sea CEN f�v: , . _ ��� � : t Date. ----------- PARTIAL TOPOGRAPHIC SURVEY CARETAKER UNIT 17 AREA d�� . . . � . . . � . . � . � . . . . . � . . . . . � . � . . . . . . . . . . . . . . . . . . � . . � . .. . � � � . � . � . . . . � � . . . . . . � . . . . . . . . . . . . . . . . . . � � � . . � . . � . . . . . . . . . .. . . '. 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NORTH ELEVATION �i � - � �4 — � —° 2 � /4~ _ � �_�- � O � T � ^ � ` � ° F'�'1 � � N � � : � H � W ►...., ,� _ z � . � � � � , � � U � Exi C-+ : STING NEW 250 SQ. FT. GRFA CARETAKERS ADDITION OVER EXISTING W UNIT POOL CHANGING RO OM S. �i � ¢ , � SCUPPER WOOD TRIM TO MATCH EXISTING C COPYRIGHT NEW STUCCO TO MATCH EXISTING � s�vErr JaMES xxIDEN PARAPIT A.I.A. ARCHITECT P.C. - , REPLACE EXISTIN �� WINDOW ; � �,L xtGxTS �s�RVED 0 0 w � �Sm�, ,� � ro� N T. O. P . NEW ROOF � oES��NS �IN. � � . . � . . .. . . . � . � . � . . . . . . . � � � . . � . . � . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . � . . � � � . . . � . . � � . . � � � . . . � . . � � . . . . . . . . . INS1RUhffiJT OF PROFESSIONAL . � � ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Y . . � SERVICE, IS THE PROPERTY OF � � . ,. REPLACE EXISTING WINDOW S�� J.�S �� A.�.� . . . . . . . . . . . . . . . . . . . . . �� . � . . . � � � � . � . . . . . . . . . . . . . � . � . � . . � . � � : . . . . . : . . . . . . � . � . � . � . � � � � � . ARCHR'ECf P.C.� AND IS NOT TO BE . W/ NEW SLIDING DOOR — UseDINC�o� oRP,�zTwraiovr , .. . . . . . . . . � � . � . � . . . . � . . . . . . � . . . . . . . . . � . . . . . . . . �. � � . � � . . . . . . . . . . . . . - . . . . . . . . . � � . � . . � . . . � . � , THC WRII'I'EN AUTHORiZAT[ON OF . . . . . . . . . . . . . . . .. .. . . . . . � . . . � . . �� � . . . - . � . . . . . � � � . � . . � . . � � . . . . � . � . . . . .. � � � : . . � . . . . . �. . . . . . . . � . . � . � � . . � . � . . . . . � . . . � . . � . . � . . � STEVENJAMESRIDEN .. . . . . . � . . . . . . . . , . . � � . . . . . . . . . � . . .. . . . . . . . . . . . . . � � . � � . . � . � � � . . . . . . . . . � . . . . . . . . . . . . . . . . � . � . . . . . . .. � � 7HE CONTRA R HALL 7H . . . � . .. . . � . � . . . . . �� . . � . . � . �. . . . . � . . . . � . . . . . . . . . . . � . . . . . . . � . � . . . . � . . � . � � . � � . � . . � . . . . . . . . CTO S OROUGHLY . i � .. . . � . . . . . � . . . . . . . � � . � . . . . . . .. . . . . . . . . � . ■ . ■ ■ a � . � � . . � . . . . . . � . . . INSPECf AND SURVEY EXISTAIG � . : . . ... .. �. . . . � . . .. . . � � . . . � . � � . � � � � . . . . . � . � � � : � � . . . . . . . . . . . . � . . . � . . � . . � � . � . . . . . � � . � . . . . � . . . . � . . . � � . � . . . . . . � � . . . � : . . . . . . . ' . . FffiLD CONDTTIONS TO VERIFY . . . � . � � � � � � � . THAT 7HOSE SHOWN REFLECI' . . . . . . � � . . � . . . . . . .. . . . . . � . . . . . . . . � . . � . � . � . � . . . . . � . � � . . .� / . . /� \ . . . . . . . � \ . . . . . . . . . � � . � . . . � . . . . . .. . . .. . . . . . . . . . . . � . �. . . � . . � � � . � � � . . � �. � : . . �� . . . . . . . . � � . . . . � . . . . . . / . // \ \ . . � . . � . . . . ^ . . . . . . . . . . . . � � . . �. � .� WORKONTHEDRAWINGS. �. . . . . . . . . . . . . . . . . . . . . , . . . . . . . . � . . . . . . . . . . � . � . . . . . .. . .. . . . / � � i \ . . : . � � . � . : �� � . � . � � . � . . � . � . � � . � � . . . � � � � � � � . �� . . � . � . . . . � . . � � THE CON7RACTOR SHALL REPORT � . ���' � . . � . . � . . . . . . . . . . . , . . . . . . . . . . . . � . � . : � . . . . / � / � � � � . . . . . . . . . \ . . I . � . � . � . . . � . � . . � . � . . � . . . : . . . ANY VARiATTONS OR DISCREPANCICS �. � � ��.. � � �� N EW � Ta �,���� BE�a� RL+ DECK � � PRO��IN� , , , � ��\ ��� � i� � � � . � E - - � - - � - - � � � � , , . �.. , � . . . . . . . . . � . . . . . . . . . . . . � . � .. . . . . . . . .. . . . . . . . . . . . . . � . . . . . � \ . . � . � � , . � . . . . � � � . � � . . � � . � . � . . � . � � . � . . . 70HNUMBER: � .� ZO . . . . . .. � �. , D�� HY: TH /SJR 106 - 7 3 4 SEPT. 21 , 2011 > >r DATE: � EXISTING FINISHED FLOOR �ss�: PERMIT . � � � . . : . . � . . . . . . .. . . . . . . . . . � .. : . . � . . . . . � . . . - . � . . . . . .. � . � . . . . . . � . � . . . . . � � . . . . . . . . . . . . . . . . . . . . . . . � � � k . REVISIONDA�T�E�T WI77AL � .. . . � . . � . .. . . . . � . � � � . . . . . . . . . . . . . . . . . . . � � . . �. . �. � . . . . � . . . . . . . . . � . . . � . � . � � � . . � . . . . . � .. � . . . . . . . . . . .. .:.s�'_' _ __•_��.-. ` . . . � . � ���. . . � � . . � . �. . . �. . . . �. . . � . � . . �.. � . . . _ . . . .. - . . . . � � � � .. . � . . . .. . . . . . . . . . . � . . . . . . . . . � � � . . . . . . . .. . . . . . . . . . � . . . � � . . . � � . � . . . � � . . � . � . . . � . . � ,, �. . . _ � .. �. . � . � � . . . . . . . .. . . . . . . . . . . . . . . � � . � � . . . . �. � . . . . . . . . . . . . . . � � . � . . � � . � � � . � . � � � � . .. . . . . . . . . � . � : . . �� � . � � . . . . � � �� � �� ��.. � � � � � . . . . � � . : � . . . � . . � . � � .. . � . � : . � . . . . . . . . � . . . . . � � � � . . � � . � � . . . . � � . . . . . . . . . . . . � . . � � . . . � � . . . . . . . . � . . . � . . . � . . . . . .. . . � � . .. . . . '' �� � � �� . . � . . . . . � � . � . � � . � � . . . � .. . � . . . . . . � . . . � . . . � . . � . . . . . . . . . . � . . . . . . . . . . � . � .. . . . . . . . . . � . � . . � . . . . � . . . �. � . . . . . . . � . � . .. : . �� � . . . . . . � �� . �. . . . . . . . . - . : � . � � . OPEN TO bRIVE BEYOND n ':�� � p ��d �'4f � ��' ��6 � � �S EXISTING POOL HOUSE "� � � �� �� �� �i ' ��� � , � � ' � ; ; ��� � �9 �� �, � � ; ,, �� �Qf � �a� f� . . � , . . . . - . � . � � . . � . . . . . � . . . . . . � . . . . . . � . . . . � . . . . � . � � . . . . . .� � . .. � � � . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . ` . c� '� . L'.� � ��' � . . �, � �,�y �' . . .. . �. ��� n ( � � � { r �, � � � �, ,� a K �°/� �� �°,^'' � W � �:,�� e �s _ A� ��d � � _ _ � � _ - — - - - - - _ s� � 1 — e� � - _ - _ - � � �� ; - _ �� � ;, _ - - - _ - - _ � � .� � ..P - - �- - - - - - - - - - � �� �� � _ - _ - - _ - ��,� - - � ��� � � �:� � � � o , N _ 3 SOUTH ELEVATION _. c°� 1 /4" = 1 '-0' � , a� � E a� .�., , a : a� � ,, __ . . , ... . . . � .�, � . . � � . . . . � . . . . . . . i . �� : � � . . � . . . . � . � � . � � . � � � . . . . ' . . . . . . . � � . � . . . . . � . �. . . � � . � � . . � . . . . . . s. .,.. . . . . . . . .... .. . . . . . . . . _.. . � . . . . . . . . ,. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . � . :. . . , . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. .. . .. . . ... . . . _ . . . . . . . .. :,,.,,.. � . � . _ _._. . . � . . . . . . . . . : . . . . . . . � . . � . . ,, � � �, DESIGN CRITERIA: SCHUETZE ADDITION JOB #: 1109 - 07 D . Provide 3 - 2x10 headers over ; all door and window o enin s, with one 2x6 trimmer pp T Roof Live Load Snow - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 sf _ an n � ) kin o h rwi e in pi g A B L� I \ E V � A I � � N � � S T ( ) p d o e 2 6 g stud each end , unless t e s d cated . 2009 IBC FASTENING SCHEDULE * " Roof Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 15 psf E. At beam bearing locations in stud walls, provide multiple- stud posts equal to width � Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 sf of bearin member unless noted otherwise. *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304. 9 . 1 FOR FULL SCHEDULE P 9 � Floor Dead Load - - - -= -= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15' psf 3. Floor Construction `. A. B . ANCHOR BOLT LAM . LAMINATED D0 � ."r: ,�. , „ , , „ . Deck Live Load - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -- 100 sf a, b �. � p A. Provide 3/4 thick APA rated Sturdifloor rated at 24 o. c. , tongue and groove, CONNECTION FASTENING A. F. F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL p���p ����:�'�' Deck Dead Load - - - -- - - = - - -= - - - - - - - - - -- - - - - - - - - - - - - - 15 sf P exposure 1 . Glue and nail panels to all supports with 8d nails spaced at 6 " along A. F. G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL �Q@ �`� �`G��� � Wind 3 Second Gust - - - - - - -- - - - - - - - - - - - - -- - - - - - - - - - - 90 m h Ex . B �� . , . . . _ , a � �� � ) P � P ) panel edges and at 12 along intermediate supports. Install sheathmg v✓ ith long � . �o�st to su� or girder 3 8d common toenail ADJ. ADJUSTABLE LONGIT. LONGITUDINAL ,�, � Seismic Desi n Cate or - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - B , 9 9 Y dimension perpendicul � r to joists and end joints staggered . 3 - 3' X o.� 3� " na�i ANCH . ANCHOR LTWT. LIGHTWEIGHT m '� � !�� a ��? '" IBCIRC EditlOn - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2009 . . . . . . . . . 3 - 3 14 gage staple R � v rN ; � B. Provide solid blocking between floor �oists at all beanng locations. Blockmg material APPROX. APPROXIMATE�Y LVL LAMINATED VENEER LUMBE as o. � � shall match the floor 'oist material . 2. Bridginq to joist 2 - 8d common toenail each end ARCH . ARCHITECT LS� LAMINATED STRAND RIM MATERIAL � , e•. , a .��,�'��' . o m � � � ��, ,�.,. Per IBC 3403. 4, lateral load elements moy remain unoltered since the alterations to the structure 4. Roof Construction : � 2 - 3" x o.� 3� " nai� BD . BOARD MAX. MAXIMUM < < ; ��,a�?� �" 2 - 3 14 o e sta le N� � -��w do not increase the demand - to- capacity ratio by more than 10�. A. Provide 5/8" thick APA plywood sheathing rated 40 /20, exposure 1 . Install , 9 9 P , , BLDG. BUILDING MECH . MECHANICAL �=° • • • , . . 6. So►e plate to joist or blockmg 16d at 16 o.c. typical face nail K KIN MAT� L MATERIAL sheathing with long dimension perpendicular to rafters or trusses and end �omts . „ . „ BL G. BLOC G 3 x 0.131 nail at 8 o.c. � �� � � ��� � staggered . Nail with 8d nails spaced at 6 " along panel edges and at 12" along � . BM . BEAM MANUF. MANUFACTURER SPECIAL INSPECTIONS: 3 14 gage staple ot 12 o.c. intermediate supports. BOT. BOTTOM MIN . MINIMUM , ' ' ' Sole late to 'oist or blockin at braced „ . TTOM OF WALL N NEW � B. Plywood sheathing shall be applied contmuously over the pnrnary roof inembers P � 9 _ braced wau aneis B . 0 W. BO O .- � a . No special structural inspections are required . Periodic observations of construction by the • • • waii Pa� ei 3 � sd Per is � p BRG. BEARING NOM . NOMINAL ' °' � . . . . . (rafters or #russes) below overframed areas to provide adequate lateral stability. (4)- 3 x o. � 3� nail per ts � � .- ` structural engineer are not considered to be special inspections. C. ProVide wind seismic anchors at su orts for all roof 'oists and trussed rafters. 4 - 3" t4 a e sta �e er � s" CANT. CANTILEVER N . W. NORMAL WEIGHT � � I � PP J � ) 9 9 P P •- See nailin schedule. 7. Top plate to stud 2 - 16d common end nail C. J. CONTROL JOINT O. C. ON CENTER � v� � FOUNDATION DESIGN : ' 9 ' ' ' 3 - 3" x o.131 " nail CMU CONCRETE MASONRY UNIT OPNG. OPENING • � � °i 0. Provide solid blockmg between roof rafters, trusses and lookouts at all bearmg � U -p � . . . . . . . _ . . . . 3 - 3 14 gage staple CEM . CEMENT OSB ORIENTED STRAND BOARD � locations. Blocking material shall match rafter, truss chord , or lookout matenaL Z o a Design of mdividual and contmuous footmgs is based on an assumed maximum allowable . . , _ -p o � . . 5. Wind Bracmg . 8. Stud to sole plate 4 - 8d common toenail CLG. CEILING I� PLATE n � bearmg pressure of 1500 psf (dead load plus full live load ) . . • 4 - 3' x o.i3t " naii � � v . . . . A. Walls over ` 4 feet long which are sheathed with gypsum wallboard on both faces and � � CENTERLINE PLYWD . PLYWOOD - p � b. Footings shall be placed on the natural undisturbed soil , or compacted structural fill per the • • • • • . 3 - 3 � 4 9aye StaPi� (/) • - . . . are indicated as shear wolls on ' plan have been designed to resist wmd forces in CLR . CLEARANCE PKT. POCKET � . . x recommendotions of the geotechnical engineer, below frost depth . , p, = Q . . . . . . ' . . accordance with Table 2306 . 7 of the 2009 IBC. COL: COLUMN R . O. ROUGH OPENING Z - � � c. A representative of the geotechnical engmeer shall verify soils conditions and types durmg „ 2 - � sd common end nai� � ex v i n . e u e e technical information was not available at the time of r i B • At shear walls, screw 1 /2 gypsum wallboard to all studs and to top and bottom . „ . CONC. CONCRETE RAD. ; RADIUS Q � ca at o B ca s g o p eparot on of . „ „ . . 3 - 3 x o.� 3t na�� � the construction documents we have used assumed values based on similar sites in the area . plates with #8 x 1 1 /8 drywall screws at 7 maximum spacing . 3 - 3' 14 gage stapie CONN . CONNECTION REF. REFERENCE J a� � C. Exterior 1 ood or OSB wall sheathin is re uired unless s ecificall deleted b . . CONT. CONTINUOUS REINF. REINFORCE/REINFORCEMENT � � Construction of the foundation may not proceed without , verify'ing these values. Report any , P Y`N 9 9 P Y Y s. ooubie st�ds � sd at 24 o.c. face na�� discre ancies from desi n assum tions to structural en meer for re- evaluation of foundation engmeer. 3' x o.i3t " na�i at s" o.c. CONST. CONSTRUCTION REQ'D ' REQUIRED (� � P g P g C. P . CRIPPLE POST RET. RETAINING Z design . 3° 14 gage staple at 8" o.c. 0 � GENERAL REQUIREMENTS 10. Doub►e top plates 16d at 16" o.c. typical face nail C. W. CRIPPLE WALL REV. REVISION N � R INFORC CON R : 3' x o.131 ' nail at 12" o.c. DBL. DOUBLE R . S. ROUGH SAWN U - n � E ED C ETE a Structural erection and bracing : The structural drawings illustrate the completed structure 3" 14 gage staple at � 2" o. a DET. DETAIL SCHED. SCHEDULE � : � �- . . ao • • �� • • • • �� with all elements in their final ositions ro erl su orted and braced . The contractor in . IAGONA SECT. SECTION � a. Concrete design is based on the Building Code Requirements for Reinforced Concrete ( ACI P ; P P Y PP � DIAG D L � +, x o the proper sequence, shall prov'ide shormg and bracing as may be required during construction Double top plates 8 - 16d common �ap sp� �ce DWL: DOWEL SHT. SHEET � o c� 318) as adopted by Chapter 19 of the 2009 IBC. . . . � . . m . . . . to achieve the final com leted structure. Contact structural en ineer for consultation not in � 2 - 3 x o.� 3t no�� DWG. DRAWING SIM . SIMILAR � � - b . Structural concrete shall have a minimum 28- da com ressive stren th of 3000 si . � � y P , g , P , , P 9 ( 12 - 3° 14 gage staple typical face nail �' c. Concrete shall be ro ortioned usin T e I - II sulfate- resistant cement. Admixtures contamm contract) as required . EA. EACH S. I . P . STRUCTURAL ' INSULATED PANEL +� o Q P P 9 � g • • • • • � 1 . B�ockin between 'oist or rafters 3 - 8d common toenail J. EXPANSION JOINT SPEG SPECIFICATION � � � � chloride salts shall not 'be used. b. Construction practices: General contractor is responsible for means, methods , techniques, 9 � � p . E• . . . . . to top plate 3 - 3 x 0.131 nail d . Cold weather concretin rocedures shall be rovided as recommended in the ACI Manual of sequences and procedures ; for construction of th � s pro�ect. Notify structural engineer of . ELEV. ELEVATION SQ. SQUARE g P P omissions or conflicts between the workin drawin s and existin conditions . Coordinate 3 - 3 14 gage staple : ENG. ENGINEER STD . STANDARD Concrete Practice. . 9 9 9 t2. Rim ' ist to to �ate ad " toenaii �y • • • re uirements for mechanical electrical lumbin enetrations throu h structural elements with �° P P � at s � (152mm) o. c. EQUIP . EQUIPMENT STL STEEL e. Concrete coverage for remforcing steeL q � . �P 9 P . . . 9 3 x o.� 3� na�i at s o.c. W 1 . Concrete ex osed to earth or weather: structurol engineer. Jobsite safety is the sole responsibility of the contractor. All methods 3° � 4 a e sto ie a s" EQUIV. EQUIVALENT STRUCT. STRUCTURAL P " used for construction shall be in accordance with the latest editions of the IBC IRC. , . 9 9 P t o.c. EXSTG. EXISTING T&B TOP & BOTTOM A. #5 bar and SR'lallef 1 1 �2 , , , . � 13. Top plates, laps and mtersections 2 - 16d common face na�l � " c. Details not s ecificall shown on the drawm s shall be constructed in a manner similar to the 3 - 3" x o.t3t " naii (E) EXISTING T&G TONGUE & GROOVE B . #6 through #18 bar 2 , P y . . . g details that are shown for like conditions. These items shall be brought to the attention of 3 - 3" 14 gage staPie EXP . EXPANSION T. O. TOP OF . T. O. C. TOP OF CONCRETE REINFORCING STEEL• the structural engineer as soon as possible for approvaL Approval shall be obtained prior to i4. continuous header, two pieces 16d common 16 o.c. along edge EXT. EXTERIOR : installation . . . F. D . FLOOR DRAIN T. O. F. TOP OF FOOTING � , . , . . . . 16. Continuous header to stud 4 - 8d common toenail • • • • • • • • d . All waterproofing and flashmg � s the responsibility of the architect and contractor. , FDTN . FOUNDATI �N T. O. L. TOP OF LEDGE � o. Detailing , fabricotion and placement of remforcing steel shall be m accordance with the ACI , , , , . . a - ed commor, toena�i e. It is the res onsibilit of the contractor to contact the structural en meer at the a ro flate 19. Rafter to late , .. . FLR . FLOOR T. O. M . TOP OF MASONRY Manual of Concrete Practice. . P . y . . . . . . . 9 PP P . P 3 - 3 x o.t3i nau . . • t � m ' i (See Section 2308.10.1 , Table 2308.10.1 . T. O. W. TOP OF WALL � b. Except where otherwise noted on the drawmgs, remforcing bars shall conform to ASTM e to perform site observation visits. Observation visits to the �obs � te by the eng neer are � 3 - 3 14 gage stap�e FRMG. FRAMING for determmation of eneral conformance with the construction documents and shall not be „ FTG. FOOTING THRU THROUGH S ecification A615 and shall be rade 60 exce t ties, field bent bars where ermitted b note 9 24 o.c. � P 9 . P P Y 23. Built- up corner studs 16d common � on plan , or bars to be welded, which shall be grade 40. construed as inspection . . 3° X 0.131 " na�i � s' o.c. GA. GAUGE TRANSV. TRANSVERSE (''� , • • • . f. Thou h ever effort is made to rovide a com lete and clear set of construction documents, ° • GALV. GALVANIZED TRTD . TREATED ^ , c. Metnc bar size conversion table. 9 Y P P s 14 gage staple 16 o.a discrepancies or omissions ma occur. Release of these drawin s antici ates cooperation and . . . _ • GEN . GENERAL TS TUBE STEEL COLUMN METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 . . . Y , 9 _ P . 29. ,loist to band �oist 3 16d common face nail � INCH - POUND 3 4 5 7 8 9 10 11 ' contmued communication between the contractor, architect and engineer to provide the best 5 - 3" x o.t3t " nai� G. L. GLUE- LAM TYP . TYPICAL I� , # # # � # # # # # possible structure. These drawings have been prepared for the use of a qualified contractor 5 - 3" 14 gage sto �e GYP . GYPSUM GYPCRETE U . N . O. UNLESS NOTED OTHERWISE � P � / . STRUCTURAL WOOD FRAMING: experienced in the construction techniques and systems depicted . . HDR . HEADER ' VERT. VERTICAL r� NOTES. � g . Existing structures Contractor shall be responsible for venfying dimensions , elevations , HORIZ HORIZONTAL V. I . F. VERIFY IN FIELD . . . � . . . . . . . . . . _ n n . n � w . , , . . . .. . . . � . . . . . '-� �� � �. �. . A � . � � . . � � . � . . . _ . . . : . . . . . . . � � . . � . . . _ framin , foundation and an hm else that ma affect the work shown on the drawin s. For SI . 1 mch 25. 4mm . 2 3/8 x 0.113 na �ls and 3 x 0.131 na�ls are standard Sd and 10d Gun na�ls. a. Except where noted otherwise, all 2 nominal lumber, except studs, shall be Douglas Fir Larch g . , � . 9 . , y . . , g HSS HOLLOW STEEL SECTION W. F. WIDE FLANGE ��-- � � . . » . . Under innm , shonn and bracin of existin structures shall be the res onsibilit of the o. Common or box na�is are ermitted to be used exce t where otherwise stoted. #2 and better, and all solid timber beams and posts 3 nommal and wider shall be Douglas P g g g g p y P P HT. HEIGHT W. P. WATERPROOF E-•� � , COf1t�aCtOf. b. Staples shall have a minimum crown width of 7/16 inch. WI F R � Fir- Larch #2 , INT. INTERIOR W. W. F. WELDED RE AB C . . WOOD � O 0 b . Studs shall be Stud grade and better pouglas Fir- Larch or Hem Fir. INV. INVERTED WD . ; ° c. Built- up posts shall consist of Douglas Fir- Larch or Hem Fir #2 or better 2x4 or Zx6 studs JST. JOIST W/ WITH � ^ � er lan and hall be nailed to ether with 2 rows of 16d nails � 6 " on center alon e h K KING STUD W 0 WITHOUT w � p p s g g ac � �1 , stu d. _ I � �4 .. . . . . . . ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE TREATED LUMBER SHALL HAVE A � d. Built- up beams consisting of multiple 2x members shall be nailed together with two rows of SIMPSON ZMAX OR H G FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED � I� � 16d nails s aced at 12�� on center or with two rows of 1 2" diameter thru - bolts s aced at � O � P � � P PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. I III � 24» on center. NEW ( 2) - 1 �'4x11 � LVL RIM � 0 I III e. To and bottom lates shall be Dou las Fir- Larch or Hem Fir 2 and better. r LEDGER PER PLAN 2x DECKING PER ARCH . P . P _ 9 , # CONNECTION SCHEDULE TOP FACE JOIST � � � � f. Beneath solid or built- up . columns noted on plans, blocking of area equivalent to column EXSTG. DBL. JOIST ( V. LF. ) J above shall be provided withm floor �oist spaces and m wall spaces below. Door or wmdow A SIMPSON H5 - 4 - 8d 4 - Sd � III 0 0 � ) � ) ^ trimmers consisting of a single stud do not require special blocking in the joist space. 6 - iOd 3 - 10d - � � - - � � � - � g . Except as - noted otherwise, minimum nailing shall be provided as specified in the "Fastening � SIMPSON LUS28 - � ) � ) _ - - - - _ - - - - �. v Schedule" on the drawin s (2009 1BC Table 2304. 9 . 1 ) . C SIMPS U . 25 10 - ( 46 ) - 16d ( 16 ) - 16d . • ii 9 � ON HG S7 � . BQ TYP . Bd TYP . , i 6x14 D .F. #1 � � h . Bolts used for wood framing connections shall be installed with standard washers and nuts. ^ i. Unless noted otherwise, steel connectors such as those manufactured by the Simpson � SIMPSON HGUS5. 50- SDS ( SKEWED ) - ( 36 ) - SDS. 25x2. 5 ( 24) - SDS. 25x2. 5 � - - - - - - - - - - JOISTS PER PLAN N � Company shall be used to join rafters, joists or beams to other beams at flush - framed E� SIMPSON ITS2. 37/11 . 88 ( 4) - 10d ( 2) - 10d ( 2) - Strong Grip - - - - � ( 2) - 3Y4'� LAGS W/ h--�I conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize Type �� 6 " MIN . PEN . U or T e HU han ers of a size s ecificall desi ned for the member su orted , as shown in SIMPSON LSTI49 - -- � 2) - $ TIMBERLOK � � � YP , 9 P Y 9 PP - - - SCREWS � � � the manufacturer s published tables. Contact structural engineer for details as required . STRAP TIE � ; � � � , j. Wood nailer plates installed on steel beams or concrete walls for top - flange hangers shall be = = � '- 6x14 D . F. #1 -�--� �J ripped to match the width of the wall ' or beam flange. Nailer plates supporting top flange NOTCH AS SHOWN F--+ hangers from one side only shall be installed flush with the face of wall or beam flange at � C > . i � � the hanger locations. k. Manufacfured 'oists shall be from an aPProved manufacturer and shaU be equivalent in load � � OTCH FOR BRACE carr 'n ca acit and deflection criterio to BCI 6500 series 'oists in the de ths and s acin s . ' ( 2) - 3/4 �x12 LAGS N , Y� 9 P Y , , , , J P _ P . 9 AS SHOWN . � indicated on plan . Provide blockmg , bracing , web stiffeners and other accessones as required �� � b the manufacturer. OSB rims shall conform to ANSI APA PRR 410- 2010 for En ineered �4 s� LAG W/ Y � 9 „ � . . . . » . � Wood Rim Material and shall be a mmimum of 17� wide Grade B . 6 MIN . PEN . �T� I ' r I I i 'n i ' • M�+� . Lammated veneer lumbe ( LVL) sha have the follow ng mi mum properties. 1 . Flexur I r s - = - - - - - - - - - - - - - - - = -- - - - = - - - 0 i � a st es 260 ps � 2. Modulus of elasticity - - - - - - - - - - - - == - -- - - - - - - 1 , 900, 000 psi 3. Tension arallel to rain -- - -- - =- - - - - - - - - - - - - - 1850 si • P 9 P � 4. Com ression arallel to rain - - - - -- - - - - - - -- = - - 2310 si P P 9 P » " 6x6 POST � 5. Compression perpendicular to grain ( parallel to ` glue line) 750 psi � y4 � Y4 6 . H rizon I hear - - - - - - - - - -- - - - - - - - - - -- - - - 85 si P o ta s 2 6x6 BRACE � 7. Connection of multiple- member beams. _ 1 - JOIST OR LVL _ o 0 A. To loaded beams � , P „ , , HEADER TO MATCH _ � i) For members 12 deep or less, nail each member to the next with 2 rows of o� „ . „ DEPTH OF FLOOR " � 16d nails at 12 o. c. � � � � d- � � ,� .. �� . . JOISTS 7 � . ii ) For members greater than 12 deep , nail each member to the next with 3 y4 . . . . . . . � . � . . . . n . ,. . . . . . . � . � . . . � . � � . � . . . . � . • . �. � r . � . . . . . � � . � •• � . . . . . . . . . . . . . .� . rows of 16d nails at 12 o. c. x , _ � „ , Q �- �- � 3 4Y M TN �., �, ° N 4 designed by B . Side- loaded beams � � i) For two or three member beams, nail each member to the next with 3 rows = � � -' � RSS . „ � . . drawn by of 16d nails at 12 o. c. � � � , » » � » . , . ,� „ - m m BRG. �' . � x8 x0 - 8 ON 1 MIN . 01 KNIFE �' . Y4xDIM . s W� o - TDH n) For four member beams, bolt through with 2 rows of Y2 � bolts at 12 o. c. � o � � Q � �� � d- = CheCked by ... , , SHIM & NON - SHRINK GROUT W/ �. ( 3) - 3/4 4S THRU - BOLTS �- _ c� ni) For members consisting of more than four members, contact structural � � � , �� » � _ � o o _ o r� o ( 4) - � �x6 EPDXY ANCH . s _ _ � issued engineer. ►.� ►� All lumber used in struction shall have a maximum moisture content of 19 �. p . con . -- , . . . . � ( I � � „ , � �, q . Unless made of treated or naturally decay- resistant wood, all deck beams and �oists ( includmg ' � �2 y4 y2 PERMIT � 9 21 11 , � „ , �� � � � glue- lams) wider than 1 � shall be sealed and flashed at the top surface per architect. . . . . . . . � ��o r�r r o r. Drive ins s ecified on lan shall be owder actuated fasteners b Ramset, Powers, Hilti , or ., , r r�i�rr�� o%%% � � >� � � P P . P P . , Y , .� o � o � rriri, . iiiii I I � � � � � , ��i� Cl ��' ��I � a roved e uivalent. Fastener and load size shall be determined accordm to manufacturers �• • •• '�`�`�i`�i`� �����������` ��� PP q . , , g 3 TYPICAL PLUMBING /MECHANICAL HEADER SCALE : 3 4 = 1 - 0 ���,o�,��� �%�%�!� ��� recommendations for matenals being attached . �`•`:�i ���:�� ��� � ��� � ' • .�i �,� ��� s. Frammg Notes. S1 I I � �� � �� � . . ,� , ,, _,-, �`/ 1 . Exterior walls. �, .•- , » . , » 12 � CONC. PIER • A. All extenor walls are 2x6 studs � 16 o. c. to a maximum height of 12 - 6 , 2x6 � ��� ° �, , ,, �, I I studs CGA 12 o. c. to a maximum height of 14 - 6 , and ( 2) - 2x6 studs � 16 to a . , m � . . . , » . � ,� z �� � (� `� maximum height of 17 - 4 unless otherwise noted . Walls taller than 17 - 4 shall - ;,, . � I ( ° be framed with manufactured laminated studs. Contact engineer for spacing SEE FRAMING PLANS _ , ��(�� � re uirements, if not indicated on lan . Ca with a double to late installed to FOR HFADER SIZE o ( 2) - #5 s VERT. ; , q P P P P provide overlapping at corners and at intersections with other partitions. Jf overlap I I _ � � x•� is not possible, strap top plates with metal strap ties ( Simpson ST292 or ::;� equivalent) . PROVIDE A MINIMUM I I � �,..�a'� B . Floor or roof framin members must be ali ned to bear within 5 inches of the OF ONE KING STUD I � � ,� � Sheet 9 9 , _ ;. studs beneath . OR AS SPECIFIED ON � �� . ' �� . „ . I I � C. Provide 7/16 thick APA rated sheathing ( plywood or OSB ) rated 32/16 , exposure 1 , PLAN � �� . , . . . . . g? ��.a n at extenor face of extenor walls. Block all honzontal �oints and nail panels with 8d �_ � � . „ �, . . POSTS SPECIFIED -0N PLAN � , ., :; . � ° nails spaced at 6 along panel edges and at 12 along intermediate supports. INDICATE TRIMMERS ONLY AND � �� D0 NOT INCLUDE KWG STUDS 36 � BELLED FTG. � ( BIGFOOT OR EQUIV. ) � EQ. EQ. ,, ' , ` , , . �, _ , » nv 2 TYPICAL WINDOW DOOR HEADER SCALE : 3 /4" = 1 ' - 0 " 1 SCA�E. 3/a - 1 - 0 S1 - S1 _ JOB 1109 07 _ # ; ,. ; . r ; : ,`�.. , � p, � . . . . . . . � . . . . . . . .. . . . . �. . . . . � . . . . . � � . . � . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . . . . . .. �. � . � . �. . . � . . . . ' .. . . . � . � . . . . � . . � . . � . . � � .. . . . . . . . � . . . . . . . . . . . � . . � . . . . . . . . . . . � . . � . � . . . . � . . . . . . . . . . . . . . . . . . . . . . . . � � . � . . � . � . . � � . � . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . � � . . � . . . . � . . � . . . . . . . � . . . . . � � . . . . � I . � . . � . . . � . . ^v��.. � . . � . � � ~ � . . . . . � . . . . .. . � . . . � � . . . . . . . . .. . . . . . . . � � � . . . . . . � � . . . . . . � . . . � . . . . . . . . � . � . . .. 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II � I \ � � � o I I i � � � � i I I �� � Z I ' I � � ! � � � ' i I I � � �STGR ROOF � °' �'• c I I . � � � �, vi � '`' � � , , : � I � � � \� `� �. �- : • X I I � `s, � E�STG. I JOI �TS � ; E �-- „ , _ ? I J \� /ff � ,�� �� � z � °- �- I I E C�? , 16 ,O. G { , € I I � , / ,. ,� ` � S2 Q � � � E , � € � \� � / ,� . � i- � I I € I � ; , EXSTG. ROOF � , t,� ,\ � J E � I I �106'L7�' � r , : I I /, � , / � , 11�x11 � OSB RIM � ROOF a� I I , i ' � - / ' ,r`� �� � ,i ' \ , PERIMETER INDICATED THUS, � � I I � 4 � EXSTG. F NISHED FLOOR ' � I / � � �, � j' TYP . � �rn , I � , ; � � � � � I J / / � � � � � � / ` ` �/ ,r '� f Z � � � - - - - - - - - - - - - - - - �. ; � $ � •/ t ,l � .� Xg ( /r/ ; / f` f,` , O � L - - - - - - - - - - - —� - -�- - -�. � � / ` . , _ r , � � ; � � I I / / l /f �� �4�'2 I I /! ,�` �'/ �" !` ,` f �, QTYP . C�D RAFTER BRG. U N � T� I � � � ` � � � ' � � � // I � / ft (f t,` F �, f ,r co 3 / f( // y . . . . . . . . � . . � . . . . . . � . � . � � I . � \ \� � . � . { . . �� � . . . . . . �, . � � . / /J/!� � � (f(( . ` � . � � . . . I I . � . . . � . . .. . /(/ /r . (( / � . Fr� / � f � �f . �� . � t! � . � � � . . . � � v v � � . � . . � . � � . . . . . . � . . . � . . . \ � . . � I E . . I I . . � . . . I . f . . � � . I Jr � Z . . � J� . . . . � . . . . � . . . // fF 1 I . i . / .\ � . . . . . . . . . . � . . . . . . � . . . . . . . . �` ( � I . i � � f . ' . � ( � � � 1 � � � f�' � � �! r` f f ;f � � � 1 x11 � -0SB RIM @ FLOOR I � � �` � f r' �' � ,` i -� � X p , � i � � \ � � � � ro � � / � ,' \ �.� � � � /,� t � I r . � � ��F f' ;' / /,I / r ,' ,, � ; . PERIMETER INDICATED THUS, TYP . �- - - - - - - - - - - - - - f � .1 ' ; ,' ,t " ,e` :` r't ,.`' � U mU S1 ( , � � � � � � ; ., f � , � 1 / : � � � - - - - - - - - - - - - - � �f ' �� '' � `� r' ,,_ , � � , , ; I � f � � � � \ ; ��� � ', � � � ; � ` \�� � -� � � ` f � f f, f,, , J � J I �, 7 � � � � �. � . . ;� ,,� ; � � � � / rj l� f , f r ' °' ,.' �'" l� 0 _ NEW (2) , 1 �'ax11 � ;LVL ;RIM 1 ; � I I FIELD VERIFY ,% ,: / /� � ; � � � � � � ,� ,r � ,, , , � � , .� , � I � � ,� � f , , ' � � � , � � - - - - - - - - - - - - - �. I I EXSTG. COLUMN , i; , ' / / / / f ,� ; �� � � / , �/ / �' ,; / r � ,= 1`17 —:�� � r ,� � . . . .. . . � . . . . � . � lr . . . . `.� . � � . � � . ; . . . f . . ,' �. ' �\ � . . . . . ( . � . . . . � � r �f . f .J EF �/ . � ' . 1 . \ . . . . . . � � � � � .�. - .� ,; / / , / 1 f r ; i ;, � � � � � / ,// ,!� r ,,� ! T. O. f PLYWD . ,( ;' . QB TYP . � � � ( 3) 2x6 MIN . : , ,r ; � 1 : •— � �; ;f !' � % ` / /` l � ' ' ` .�� � � � �� � / �� j r I ,, / / /' � . . . � � � � � . . . . : . /� �O . ( � . . . � . . . � — . . ,, , . ( : �� . � . , ;' �� . 3 � � �� . � . � � . � . � � � � . \ . . � f / , ,� , ; . J . f . r . �. � t' . , � : . � � � . y�+ �I L � � , � f ;� �, / ,j 106 — 7 / � � � ! f / (I � f: � ,, f (� ,• , r , . . . . . . . . . . . . � V . . W . � � . . � �� . . . . . f . . � . � 1 . . � .`� � � ' . . . . . � � . . . � . � � � � � j � l . j . i, . ! k � . . � } . . ,/ t;� . ; . . . . . �y► � � ,` � � j 1 ! �t �. \ r f t j, F f ,'� t� � � i r ; , , T. O. PLYWD : �: � � � / � / j r �� � % � ,_ . � ; � 3 ,�' , � � / , / �.f , � � •• r r ,_ , , ` E-+-� I�a' ( I , . ,' , ; ' / / - ;� � ,f , , � � I � � � � , � , . ,� �! � '� r f; j' � ; ; j o � � � � �� f l �� 1 , , , (MATCH EXSTG.;, V. I . F. ) ; �: � � � / >' 1 �' � ,� lf , rQ , ; � ;< , ^ SEE SECTION 1 /S1 „ � , ! � 4 � /� ,. � � t � � \ -- `� f t I` ,,- Cj , � , � ; ,., d- �m 2x8 s � 16 �O. C. � ; � -�"17 � ,� , , ' /, �. ,�' ,,' ,'� ,' ; ` , ' � � ( � / � � / � �' ; r ,/ ,, > ,r ; r'` ; ,. � I � , + �i t � �/ / ! � : , , r` S r ; ; ~ FOR NEW FDTN /PIER I ' � / � � � •• ' `` , : . ; ,. ( i \ � � � 'j j / �`f � ( rr �a F t � � � ' � � ' \ � fj /� � f '' �� f �0 � ,t ' , '� `f / I (� � , 7 . . . . . . . X I x .. . I . � I C r � / ! I � / . VC1 . . . . . � . . � � / / � . � . f /� J R . J�� . % . . . . . . . . . . . � � . . � . � . � � . . � � � . � � \ �� . � . - . . �� / : . . .! . f / � � ' ' � � � � � � : L - - - - - - - - - - - - - - - - - - - - - - - . - - �. \ I . f � . ' 1 . � ;' . . r 8; / � � i % � t:/ � . � . . . . . . . . . . . � � . . ;. : _. , , I. . � . . � . . �. . . �. � . � . . . � I :� . � . . . . � � �� ; � rl .. � � / r% . . � � . . . 6 �' . . .�- / . . . . . . . . . — \ / / � r� f� t . j� t. ? �` . . `S i . . . � . � . . . . . . � B TYP . I � ; , / 1 r O � � � s I , i f'� � O � i � v� / O ` ,� % f , , � , , , , , , : � / ' � ' y / ,f ' / �� � ti t'� r _ � � i 1 I ! ` I r , I � ' ' ,� ,' �. r D ; / � � . � � 't � , ,. / / f, ; ! �` ; 7 ; ,: • ; ' / � r ,. �r t j% (/ ; � 6 / . � � . . . . . � . . . . . . . . �. . . . . . . . . . � _` \ � f . � I . e2 . � . . ` O . . f � / / . . . . . � . . . . � . . . . . . � . . . . . � ` . . ! . J . . . � } . � �� � � � � . . . . . f t . ; � ! ;� r / / ,f Q j' 6x14D . F. #1 � / / � r / rS ' ' � � � � � . i ;' ! � E Yp . ' : Cs� , %`'. , � / DECK BELOW � � ' % ,fl " % 1 � C % . : � ; r. � � � �j , � O� � ,,� ,r 76+ •; f � 1 � ;L ,i / , ' ,/ / ' � c / ,� ; ` /�/ • � . . ,f f , , � . . . . . . . . . . . . . . � . . . � . . . . . . . . .. . . . �. � . . ,r . .. . . � . . \ . rf �. ,; . : �. .� O .:: .'- . . . . � . . � . . � . . . . . . . . � . . . : � � %f . !r' !� . .. ,��' . 1 . . . . .� . . � . . . . . . . . . : / . CONT. 2x8 LEDGER \�� j � ;1� � �g , , , C, / . . . , . , , j/ ,; f � � : . / � , ��/ ,� : W 3 - LEDGERLOK 1 J � 7, ,t' ,, � / / � . , r f,` F� `f, � �j � � ) . � � ; ,, ; 2 � � � � n SCREWS C� 16 " O. C . / /� ' ,f � k�» � ` ; � � � 1 � • • . � ,r ,�` M�-'-�i \��� � � � � � � / \,` , , / 6 / ` ':;. � � t� , ' s2 ' ; / / : . . , , , �� �2�' ` / c J 1 � � , , EXTERIOR HEADERS ARE / S2 .� . � p� / r �' � � / BQQ/�YP . r � ,� � ; / � � . r . � 1 - � �` ?-�8�` ,� ;f , � / ( 3) — zXi o'S w/ ( � ) - 2xs i / : � ;�' � � � �f � S �, , � . TRIMMER AND 1 — 2x6 � ,� / , � , � � ; � /� � ) f � �� \ � 7 ,, . ,1 , / j ( < p 6 � ,; � (3) - 2x6 KING STUD EA. SIDE, TYP . � � � '- � f'� /N �O ,.% ,� ; � UNLESS NOTED OTHERWISE � � ` / �` / � � �, , � �� � ,�� ,r , , � � � �' . . . . . . . . . . . . � . . . . . . � . . . � . . � . . �. . . . . . . . . . . . . . . � jJ . l� f� . � . \\ . Jt /���/ � � . � . . � . . � . . . . . . . . . . . . . . .� � . . � � . . . . . / j �� ' I \. . � . � . . . . . l . . . . . . . . , /j � \�\ ; ; � , �: f f:; ; � � . . . . . . . . . . . . . . . . . . . . . . . . . ! � � � � / � � , f . � . . � . . . . . � . . . . . . . . . . . . . . . . � . � ;� . , ; /; / DECK BELOW � � w f . � ,; , � i O Q i � �� ; ;; % CONT. 2x8 LEDGER � � � f � . ;` , n ^ CANT. JOISTS / , � _ � � � � ' ' / ' �/ � W/ ( 3) LEDGERLOK M-�-i M--� � / � . � I ,r7� SCREWS C� 16 " O. C. � , / f., ,. � / � � . ,. ,. ;: j � � �.� : � ,a � � � 0 � � , CONT. 2x8 RIM �``�t ; � � , / � �,M ,, � v � � � TH NOR O NORTH „ , „ ^ • — — � . „ _ , „ R O O F F R A M I N G P L A N SCALE . � 4 — � o � U P P E R F L O O R F R A M I N G P L A N S C A L E . � 4 - , - o , � � PLAN NOTES � PLAN NOTES _ �' : 1 . SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED : D N � M""� 1 . POSTS BELOW ( ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED : ❑ � NON — CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: � 2. ALL POSTS ARE LABELED AT THE TOP . � � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED : O � 3. ROOF SHEATHING IS 5 " APA RATED SHEATHING EXP . 1 , SPAN RATING 40 20. ~ � 2 ALL COLUMNS ARE LABELED AT THE TOP . � � / � �. . � . � . � . . � � � � . . � � � ' . . . . �. . � . . . � . . . . . . . . . . � . . � � � . . . . . . . . . � � . . � . . � . . . . . . . . � . .. . . . � . � � . . . � . � �. . � . n n � � . � � . � � � . . . .. . . . . . . . . . . � . . � . . . . � . � . �. � . . � . . 4. 0 INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 3. FLOOR SHEATHING IS 3/4' TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1 , SPAN RATING 24 O. C. � � 5. ROOF BEAMS ARE DROPPED FRAMED UNLESS NOTED AS FLUSH . 4. WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED ) . � ) � ,� „ � � 5. Q INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. N W � � �T� , � M+1 : � � � _ � C—'+ '�•,s - w � - � � � . M TN designed by - RSS NOTE: THIS DETAIL IS drawn by FOR PARAPET WALLS checked by TDH UP T0 2' - 0" HIGH issued „ #1 Q x 3Y2 WOOD SCREW / „ PERMIT 09 21 11 IN EA. 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SHALL BE CONT. ACROSS . QA TYP. � �,;r.::�°� � �� PARAPET CONNECTION . � ; , � 4 � h; , � 0 � .:...�: OB TYP . � OTYP . RAFTERS PER PLAN . .; , � sheet : � � � � � EXTEND STUD WALL DOWN TO , LEDGER PER PLAN 2x6 STUDS � 16 " .. EXSTG. FDTN . WALL BELOW. „ „ „ CONTACT ENGR . TO REVIEW EXSTG. BM . PER PLAN BOLTED 11 �i� I — JOISTS PER PLAN 4. . . a TOGETHER W/ ( 2) —Y2" � CONDITIONS DURING DEMOLITION '� - . , THRU - BOLTS � 16 " O. G , ° r . 3 �. _ . » . » _ . �� - 2 SCALE: /4 — 1 - 0 1 SCALE. 31'4 — 1 - 0 : �.� , S2 S2 JOB 1109 - 07 # , f, ; _ �. , -- _=�_ �__ _ . �__ -_ �.. .x -