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HomeMy WebLinkAboutResidences at Briar Patch Condominiums Unit 2 __ � - - - - r y� �A:-... . ^s�y . - : ' .�11 ,::r� � . . � r ` y A . . - ? t �, . � " . . . . � ' . . . „i. . , . . . _ Y . n � : y . _ . y . . - . � b � . . . . ' Yi � . . 'N" . - . � . - . . . , . . . _ . . . � nC . � ' ., ' _ . . _ . ' . . . � � � . ._ .. ' ' � Ai: ' . � . �. -. _� . '.. . � : .. �n . .. . . 1 . . . . . .� . . .. . . . . . . � _ . _ _ . . . .. . . . _ . . . . ._ . . . _ � . _ . ✓ . � L • i . . . .. . . � .tl . � . . f. Si . . . � � . _. _. �• ... , . . . , � . .. i ' ..- . . . . �. e . : . _ _aY. .a' .. � ' .� .� _ _ .. . .. . . . . . �_ . , . . . . + .. " . . . N . ♦ . � , . . II � , � � • ,; �. �, • ` ,i IpI _ ' . . : .: .. . � - . '. � .: � . . . 0 ' . . i . . �. .�' :'. � . . . , , . . , , .. ' w .�.. . .. . .. . .� : a. . � : r.._.. : -.. ' . . ° .r ' -. ' '- ' . ' i _ .. . � � . . . . - ': . . , . i . .. � . . ' _ . . , . . . . �,.� -: . ... . '_ . . n, . . . ',. . ._� �. � �. II � � 1 .'. ' a .' . ' " - • . ' �. . . ' • • .. . . . � IIIIII III I III IIII II IIIIIIIIIII IIIIII IIIIII '� . , . . ... .. . -.. . , ` � , �. . . . .. . � . ' i �. . - t A . .. . � .. P, -. ._ . . 0 . . . . L . . . . . . �;, . .. . : �: .: _ L . ,:f� . . . . . . - . _ _ _ _ . . . . . . .. . . _ . . �. � ' � . � . � . . : ... ..�. . . .� .y.,. . i: . . . . : . , ., .. . •. . � . � . . . * H I 5 R F - O '1 O 8 * �, , ` �,{ Q ., � �:. . L \C ` � \J, I� I 41'.. Y ` ; . •> � � � ' . . �'` 6 � �- , � � ° � _ � . .� S,� ty,4� ; , �; ' dr �,., '`'. ' 4v = � °*� ,;.:r � R: .-: �:, ,---. ' „ , ' . . . � _ , � ' ' . �B ,i . . . . � or� � I �l � ofi� M � Tlo �l �loT � S : ; � o � � � I � I . ALL WORK WILL BE GOMPLETED IN AGGORDANGE WITH THE 2003 EDITION OF THE " INTERNATIONAL � � RE5IDENTIAL GODE " (" IRG "), THE 2002 EDITION OF THE NATIONf�L ELEGTRIGAL GODE AND TOWN OF C V N � �/fllL "ORDINANGE N0.4 SERIES OF 2005 " FpR ADOPTION OF THE ABOVE LISTED GODES . 3 � � m (y , � �,;� � II 2 . THE OGGUPANGY GLA551FIGATION FOR THIS BUILDING 15 R3 . ALL WORK WILL BE GOMPLETED IN � � � � I �GGORDANGE WITH TH15 GLASSIFIGATION . � � � O � U � I T- 2 UN I T- 2 3 . ;�UE TO THE LAGK OF WINDOWS IN THE PROPOSED SPAGE, THE GONTRAGTOR WILL PROVIDE V � � MEGHANIGAL �/ENTILATION GAPABLE OF PRODUGING �..35 AIR GHANGE PER HOUR IN THE ROOM. � 1!� � � � � } Q � � 4. DUE TO THE LAGK OF W I NDOWS I N THE PROPOSED SPAGE, THE GONTRAGTOR W I LL PROV I DE � (`(� � X ARTIFIGIAL LIGHT GAPABLE OF PRODUGING AN AVERAGE ILLUMINATION OF 6 FODT–GANDLES (6 .46 � X LY � GR�iYVLSPaGF I �� �� ` '� � lux) O�(ER THE AREA OF THE ROOM AT A I T GR�WLSP/�GE � HE GH OF 30 INGHES ABOVE THE FLOOR LEVEL . O O , II DN ��� �'��� ; � _- � n , � il � , I �' ; � i ��1 ��� ,� � ? ' � O 0 I � iI i � � � � � � p { I I � � � �-� I t � v j L l n 1 i � � p p ! � � Q � - -,i ' , i i � ! � � N , .�� , , i � I7 � 1� OL. I T I O �l N� OT � S : � � �- � �� � i _ _ _ � Q o � , . . j r I . PRIOR TO THE START OF GONSTRUGTION, � IELD �/ERIFY THE EX1571NG GONDITIONS AS IT RELATES � ' .r I • .. r TO THE PROP �-�-1 OS _ . ED GONSTRUGTION A N Y ND OTIF TN E �R HI . G GT A I TE ND ST" , �. RUGTURAL ENGINEER O� � �- I �� - - - -� ANY GONFLI �TS, D15GREPANGIES, ISSUES OR GONGERNS . � � � � � . . . � � ' '–_ ' �- - - - -L z u ��� � � ' DN � � � . ALL GONSTRUGTION DEBR15 P�ND MATERIALS TO B� DISGA I � RDED ARE TO B� 570RED IN A = "' � � ' I ' i DUMPSTER UNTIL THEY ARE REMOVED FROM THE SITE . (L teE � , ' r , I � ., �r '�q6 � � . � I . � i �:�- � . _ . , j , L �E , „ I � i , � r; ; G O T � :�:, .� � � � �, , �— � I � � � '� , ; � � i � - - - --- -- --- -- - - - - -o _ _- ----- - - --- ----_. = . . . . , . -- ----- -- - - - ----- _ _ Q_ . , , . . � , - - - - - - --- - _ _ O O -- - � - - - - -- - - _ . -I, - __ .. __ � _ _ ___ ._ . - _ _-- - - = �_ _ _ . - - -= ' - ---- - - � _- _ ,� - � - � - - - - -- --__ -= -__ � _ - - - - _ _ Rd5 R � S � r � �j w� ;j � - - - - � � � �; � i � G � 1�l � fitr� � G01�l5TfitUGT ( 01�1 1�lOT � s : I � I . THE GONTRAGTOR AND H15 SUBGONTRAGTORS WILL NC�T U5E ANY MATERIALS THAT GONTAIN I �, i I DN I' p_. i � � i UN I T- � i I� _ _ _ _ I UN I T I I' �Tt+ 2 - � I; asBESTOS. i _ ' i ' __ _ _ i; 2 . PRIOR TO THE START O� GONSTfZUGTION AND .DURING THE DEMOLITION PROGE55, THE I r _ � POWDER � i - _ . - I I� I ' GONTRAGTOR WILL FILED VERIFY THE LOGATIDNS, AND PURPOSE FOR ALL UTILITY LINES TO ` � I � � DETERMIN� HOW AND WHERE THEY ARE TO BE RELOGATED . I� D.W. , _ _ — , ' _ _ L — .� �. ._ _ -� _ N �, � , � I � I{ , ° I 3. PRIOR TO THE STAiZT 4F GONSTRUGTION AND DURING THE DEMQLITION PROGE55, THE ' ' � GONTRAGTOR WILL F � LED VERIFY THE PROPOSED DIMENSIONS WITH FIELD GONDITIONS AND WILL � :— _, .,I _ _. _. _ _ _ . ;i '. ' ' I _ _ NOTIFY THE ARGHITEGT OF ANY D15GREPANGIES. O _ � � � I li . _ �; 1U �s1 ,� _ _ - - . -- � ' I I f3EDROOM 2 T.O. PLYWOOD I� I � ' � � _`i � 4 . DIMENSIONS TO �XISTING AND PROPOSED WALLS ARE TO �AGE OF GONGRETE OR WOOD STUDS. � � IELD �/ERIFY DIMENSIONS AND NOTI �Y THE ARGHITEGT OF ANY D15GREP�4NGIE5 . � i I �, EL . 100 –O � � I T.O . PLYWOOD I � I 5. THE TOP OF PLYWOOD �LOOR ELEVr�TIDNS INDIGATED ON THE PLANS ARE APPROXIMATE AND O — �� EL . IOq '-2 " i, + � ' SHOULD BE FIELD VERIFIED FOR THE PROPOSED FLOORING TO AL. IGN WITH THE EXISTING . � I � I� I � � — NING T � � � UNIT — � II ° I 6 . PROVIDE INSULATION AS FOLLOWS : � � �� I i, UN I T— ( A. �URRING ON GONGRETE WALLS R– I I MIN. FIBERGLASS BATT � �I I� B. GEILING R-38 MIN. FIBERGL.A55 BATT � O Q ji I G . PARZY WALL R– Iq MIN. FIBER6LA55 BATT � � � � '� ATH 3 � �, D . FLOOR R-30 MIN . � IBERGLA55 BATT � � � � �� II 7 . ALL PROPOSED MATERIALS, , TEXTURES � INISHES f�ND GOLORS SHOULD MATGH EXISTING WITH t ` O � Q SAMPLES TO BE PRO�( IDED TO THE OWNER FOR f�PPROVAL . V � � � _ o �� � DN . B�DROOM 3 8 . ALL PROPOSED EQUIPMENT, PLUMBING FIXTURES AND FAUGETS �4RE TO BE SELEGTED AND � � � i APPROV�D 8Y THE OWNER. � \ � � � XISTI �IG �' � fi� Tl � �. LAND � NG ' - v - - — II � REFER TO SEPARATE REPOf�T FOR INFORMATION GONGERNING THE WATERPROO� ING O� THE � �-- (Y � I I I � I i �� EX15TING FOUNDATION WALL ALONG THE WEST SIDE OF THE PROPOSED 5P/-�GE AND THE ENTRY � � � M I � � � � +� � �� i� � i.• O O � � � � I � � I SLf�B ABOVE I T. � � � � � � L _ 10 . THE EXISTING WATER SD� TENING SYSTEM LOGATED IN THE GRAWL SPAGE BELOW THE GARAGE � ,� / � � SGALE : I /4 " = I '–O " PLAN � WILL BE RELOGATED TO THE GRAWL SPAGE BELOW THE BEDROOM AND ADJAGENT TO THE j-.� } NORTH R d 5 �� MEGHANIGAL SYSTEM BOILER. VERIFY LOGATION WITH TH� OWNER. � ,� O �� � II . PRO�( IDE 6 MIL POLY �/APOR BARRIER OVER THE ENTIRE GRAYVLSPAGE AREA AND S�ALED TO � � �/ m ?� �C � �OUNDATION WALLS OR TOP OF FOOTINGS TO GO�ER EXP05ED EARTH . m — � � , I�, + �.� a i �r � �'� � `� � � ���� ,, ��. , ; � � � , � � l , � � � � � �� � � � � ; � � 0 + EXISTING , 'i ; � . , I HoT -ru8 -- l � � APPROVED � I i f �' Community Development DepartmeM I � i 7 y 1 t�t�t O F � Bu'Idin g Safe t y and Ins pection Services ivnir � � 1 � s c iqn �"' " �_ f �'C `' "7 Interna4ional Building Ccde/I ' ar _ - �=o P va�idi:y of permit. The issuance or grantingTmiit s�all not be construed t� be a permit for, or an approval cf, uny violatian of any of the provis�ons of this code or of any other ordinanc� cf the jurisdiction. Permits presuming to give authority to violate or cancel th@ provisions of this code or other ordinances of the jurisdiction shall not be valid. The issuance of a permit based on construction documents and other d� shall not prevent the building official from reqlUiring thc _ _ _ _ _ ; � correCtion of errors in f,he construction documents and pM1er data. The bui►ding official is a1�6 authori ed to;�pre �t occupancy or use of a structure where in �Giolation tl�i o or 9f any other ordinances of . thisjurisdiction t / i Date : 5 - 3 - 05 PLANSEXAMIN : �- � DATE: `J �" y Revised : � XISTI �1G �. o � � � �. � � � L � �. 00 � � � � � � SGALE : I/4" = I '-Ou PLAN NORTH , , . , T�WN O� VA1L` Sheet Number . . ` DESIGN REVIEV+/ , ,. 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' „ 0 . . . . � , .i. , . . . � � 1� . _ � Z. .Ir `.ie ... � . . . � , 'r$� ' �. . . � 49J , � � _ .f !' . � . . . . i _ � . . . . . . . . . . . . ' � 1 . , . . . . a. ,s J : .. j .. L . . . 1„ . . J�': . � '-i� � i . . , _ . . . , . ._ . � . �, , . , . � - . . .. , , . . , . � . . . . , .� � . r . ,� . .. . , �� , .� _ � . . . . � , C. , .. � . e � _, . . � . . . _;. . � �. . . .. , . . � i � .. . , . .; � �. . .. � . . - ; . . � . � �_�. - , o . � . _ , �i�� . , . . .. . _ . . ,. . . . � � i. � � ' ' ' 'i� . . , . . . . . .. :. . , . . . . . ... _ . . . . . . . . . . . , . � � . . . . . . . _ . v . . . . . • � F ' . � . . � „ � r : . r , � T`� : . . � _. . � � � I r. . - � • :� � s • . . .. . . . . _ _ " ".' __ _" "'__"_ ' a . �, , , . � , . . S� N� t- . - - -- - - - -- - - - - -� . = , . _ � : . _ � . y , : . . . ,. . . . , . , , x ` , . - A . . . - - - . . . - . . - - . -- - . . . . . ' . 1 . . _ . - � . . 4 � . � . . � � � � . � � ' _ � . . . . � � � �� O . � O , A . �P DA M. . A-3 . _ p` .:, SW GE �- A-3 - _3 • GRANII'E . GOUNTER WITH � i� G�BINETS AND APPLIANGES ' i : BELOW AND GABINETS ,._ � . �: . ._ . : - '. - . . � .,. _ � e . . . . .: � � - : - � ; �(� _ ° a ` _ � '� . a . : i o- y. . �. ` • � • • ".�.�.-�--+- � " `a s `. AQ/l� ____—_—_—____ —. _ '� . _� _ _ • . . • . � • • „ . � a • • • , . • � � a ' . ,� . _� .. - -- � �� . /"�W ���T I ' . " ' . • . , . . - . � . ` . . . . . � . . . ' e . - • n . • � - ' • . a . i s 3 D a � _�_-- s ; ` . . ' __ __ : �,_ - . � ' . . . � - , . _ . - ' " . ' - ' �: , .-'� . RATED PARTY YVALL (SEE " �= ;' ' . : . . - ". . . -. . - ' - . . . - _ _ . _ . _ 11 5i . % ' - . r,. .. 4 . .. _ DETAILI --- - - --__ __� � : - � . . ' . . . . : . _ .. . . . . . . . . . . , . : - . . � 518 DRYWf�LL OVER b MlL , • - - -�_ . , (` . : . - . . U� { .T"_ '�' `. . : � . �_ • � . . 1/APOR BARRIER ON 2x4 EXISTINC� GONGRETE � - • -- . �� I, - � . - " -: --�--- - . � " . . � � � . . � - FURRING WlTH FULL BATT , • � � � , , .Fi4M1L1''"� �R�4F1 : . : : ::- . � �" . . � _� � .. � ' INSULP�TION IN STUD GAVITY FOUNDATION iNALL (TYPIGAL) UN I T- 2 I - Y� . O . . . _ _ - , . . . . - ; . A q_2 ; _ . . . . � . � - � -. � . � . - . GRAWLSPAGE I : � T:O _ Pi,?t'YdQOT2� � . � . - • - , . - €, ; . � � ' � .- ." '-. . . . � . . . - . : _ . . . L . '��_'7tVu . � . - . ' � ' ' ' ' � ' . -.a � , i. . � -� . � FULL HEIGHT ENTERTAINMEIIT �� � • - . _ �_ - -- � - - -="�� . . ;. . . . � . . . _ . . . I GENTER , . . _ . . � - --- - -- - - ------f . - ' � � . � j � -� ;h' v nl `9 � + � : - . ; � . � .. . _ - ' '� -� � � • � � . . PROP05ED GMU FOUNDATION I ;� GRANITE GOUNTER WITH ' IYZ N . �/ i , . � "' ' � ~�-5 � . "-� � � �� � — - -- WOOD GLADDING ON WALL (5EE STRUGTJ AT k- • �-- C� - . . . � •�- • _ . . . � W , : • : . : � .. � . . ` _ . . A�3 . . ' _ � -� � . "C� . . . . . ' . . . � ry � FURRED EXISTING STEEL POSED PARTY WALL �. GABINET BELOW - - - - - - - -- ---- - --- — — — � I — PRO � 2 � . I . . . . . - - - � .. ABOVE SEE DETAIL � W � O . . . I u.. - . . .. _ . . . : � . � . . . . � . _ GOLUMN --- - — - -- -- _ _ _ - -- 2'-8 V4' \�\ 5'-2 f/4' 4'-1 I/2' 4 I!2' . . �' . . � : . . . ) . . . . ... � . . _ . . . � . l :?i11� . �_ �N � . . . . • � (NPIGAL) - - -- k. ` -�.I�--- -- - - t ,,_ - - - - - - - — . -. ; UNDER GOUNTER � - - -- �- -- • _ : . - - . - - : -; -�� : : ` : ' . � . 7 i . ;; :_ - - . - --- n �;_ 3 I/2' � I 3 I/2'� \ 31C1'� vERI�Y WITH - � ; — � LT � EXISTIN6 STEEL � v � REFRIGERATOR - - - ----- � � - . ��� � -` � :. - - I . :.. . . ' � ` ,-�- 5/8 DRYWALL OVER 6 MIL NOTE : A; GOLUMN TO REMAIN - -- � � � I EXl5Tl1� GOLUNW � } � � VAPOR BARRIER ON 2x4 ,_ X , - ----- - - ---�" � - '�/�N�R�D PLYWOQD �. . . _ �: .. . : : . -.: . .. _ - - c� --- - - • Q iGE MAKER - . � � . GAP � Wt:TH. S.OLIQ WOOL? : . . . � 1�iIL11+K� TO- � .`° w � -T ; � � \ . - EX15TiNG STEEL GOLUMN � � � '� i a - �� . - K� _ , . �. �-. .. _ � FlJ[ZRING WITH FULL BATT FIOUNDATION WALL FO� � � �� i I I I �, • � I ° � TO REMAIN j� .� ; �. �. . �DGING .C?N � GL�05�.F� - U =: .-,`-� . . NIAt'Gf-f . - . . . . . . �- �' INSULATION IN STUD GA�/ITY ; , , , � : � �� � X (X -- ----_ - - --;--- : � BELOW� : ----- .. .--� _� . ` =�'�-� - -. _,>.� �X15TfNG = - � - - - � .. PROPOSED PARTY WALL TO �-� I i ' � i - /8 " D O 0 U- DISH WASHER -- - - � - -� = _ � � .. � , . -� . � . . . � ` BE ALI6NED UNDER THE � ; � ' < 5 RYWALL O�/ER 6 - f ` . : : �� �-_ _. . . _ �. . �. -. _. . _ , . . . :I � � � 'P �� IS"x24° �MiN.) AGGESS j � � �`•, � MIL VAPOR BARR1ER ON = � . 0 -t �� . 4'-9l/8' _ 3 i/3 �'-ID 1/2" . � �� 2'�' .. _ ` . . . . . . . ; .. . :- I � � RT SEGTION OF PA TY I � [Q b l(� . �- - . : � - - - - -- - - - - - -- - - . . : �--. � � . - -� - - . p� _ _ , ,__ . � . � �. . DOOR TO GRAWL SPAGE . T. :--# . : BAR SINK -- T - - .- � ' � _ N - 5H0 R 2x4 FURRIN6 WITH FULL 3 � ---- - r WALL AT THE 6ARAGE � � +t 7 � I � O - - ----- 3 !L2' � _ i ; � �t%2.` '�- . ;� � : � ' , �- � u LEVEL ABO�(E � � j c°`v ' : i i BATT I NSULATIO I N STUD � ��° O � � ( I � NOTE : m �` - d; ' ��_ . � - i i . '�, � � PREFABRIGA�TED DRIP m - ; � ,, � GAVITY ■■i� � �-- , . : `� BA � l - , . . . 1 . . '. - ' .j . _. .- - - \_-- PAN �SHOWER BASE) _ . �Y�t - . .� � ; , . ' ' , _ STAIR �-- � . VERfFY WITH THE OWNER, THE � ' _ `a`9 ; • � - � , WALL MOl1NTED RAILING TO / I i . ' _ � ��I-I Q , �� i . " . I , { . _ � D�SIGN AND MATERIALS FOR I � � :�� _ � _ .. . , - � � . - �� � . . � � .. 4'-7� 1i2' . .� '� � MATGH EXISTING WITH ENDS �I <:: � � . . ry - �, 0 1-' � GA81NET5 AND GOUNTERS - j � , 1 ; . . ; - . . � :'�.-- --_ . J "` L I NE OF PLATFORM AND � � �; ° LAUNDRY , (p � � _ . - � - . . — �- . _ _ . - i- UP ., . . - . . �� ��. � � � 1 Q �: " ` � : :- . .: . . . OF�EI�t � TO � .. RETURNED TO THE WALL , - u . � � � � � AND MOD�LS AND u, .. _ : ..}� � : . ._ _ . . _ n .: .� - .� . . . ' . - __ fi - . GOLUMN IN ADJAGENT / _ _ ; _ _ _ "��- - - - ' " �' 1 - - -- - - - PROPOSED FULL-LI6HT � � -� _: . . . , ' -- �-,_ : i ' m � 1 _ _ a� � �' l 5/8• . . 3 112• % — LOGATIONS FOR EQUIPMFNT • - _ � : . . . _ . . _ . . : - . . �r . . . . . BEL:OIN =-- � � - - - - =- T GRAWL SPAGE - - -- -- - - 1'" _� - .��___-- - - POGKET DOOR EXI5711�1G STEEL GOLUMN O A FX I P � . . . 1 . . - _ _ � • � i�_ . ND I TURES D 5 LAYED . . � . _-�-�-`-'� � I A T i � , : � , � (� O ; . .. . -. . � � � . _ : � �-"'_� ` .. : � __ - - - REMAIN I � � � SHER 8 DRYER - --, - - -� -- - . _ ' _ _ GAT N d � � LOG TED 5 AGKED W/ll � ALONG THE SOUfH WALL OF ! - - -�» • � i WA � �.,, � � �-T-�- APPROXIMATE LO 10 � THE ROOM - '�`__- _ - -- - . . � - -- �'-: . � -- - - ' �': :I . � ��'" . - - . . _ .. - • - - - - . . - . . . - ----- -- -- - — -- - � ' 1 `� ;fl " . = . ` 'k �n _ UMBIN6 _ _ OF EXISTING PL p . � - � . a • ' • . . e � . ' ' rti _ _ • . 1., . - . P O � , �- - J� -- - - -- - FULL HEIGHT GLA55 BLOGK -'- -- ' = - -'-- -` - = � -- � - "-- - -' - --i - - � - = --'- - � - -° -'- l,!� %i%6l _ -� - '_ "`-�--- -- - - - GRASWLSPAGE BELOW � PANTRY GLOSET 7� -� � ii � �-- - SHELVING TO BE � v � j I� /�' !! - - - - o --- , - EXI5TIN6 STE�L GOLUMN INSTALLED IN GLOSET � ,� A --- - -- - - - - - - EXI5TING WALL AND HEAT ' ; j � A�� WHERE STAGKED - i ' iNASHER �E DRYER WAS , - f'�.N Y _J� 1�"� Up DN f ELEMENT TO SE REMOVED � / '� % A PREVI0lJ5LY LOGATED - --� I EXISTIN6 - � - - - - -- � i ; A-3 � KIT EXI5T1hk5 - - - - I ;� �; EXISTING STEEL ;�` EXIBaT'Z iJP - - - - - - --- PORTION OF EXISTING GONGRETE WALL AND ' � BE REMOVED - ' I'' G O L U M N A B O V E - - �'� � D R Y Y V A L L O N F U RR I N 6 T O , � GL05ET _ � �; i EXISTI - - - - - �� ,; � � _ ` `� POWDER r , ; � L — � n ; D.W. __ `� �.-� '� � . '� ' EXISTING N — -+ — - - � -.� � �, �� I: o •_ _ STOR�GE UN I T-3 ;; ` - -' � - - - - UN I T- I , �,� �,�.�� ,, � . _ _ G1�05ET r (( „ � - - - - '1 r '; EXISTING i � , �� � . . _ .�� \ � - �,�1 �;� � ) �; B�OM 2 i M ��� � ( . II I I , �L' v`� '� T.O. PLYWODD - � T.O. PLYWDOD , . � ; ., ' � /� , ' EL . 100 '-O " , � EL. fOq '-2" `} � � � EXISTING -- -- - __�_ - I �` � _ __ . _--- D� NIN6 _ , � 0 1.1..,1 �.�1 � UNIT-3 : UNIT- I � -�v �-�- � � � ti-�. �-�� .��--��--,,�- - . �; Q - v- ; XISTING �� � � �oT� : �, '` , � ' � ;; ; ; TH� PROPO �� D � �MI LY ROOM 15 NOT I NTENDED �S �4 BEDROdM � o Exisr� N� � � (� , � ;` SEI7RDOM 3 � '� , OR SLEEPING i�00M �ND 5H�4LL � NE�Ei�. BE US� D �4S SUGH . DN Q � '� EXISTING � � -� �__/�� �._�._�.�� ��_ � �� ��- -��_�- _ � O � Q �ANDING - - - - ; . . _ . , . _ . . _ - . � ' , , . , � , .. _ ._ . _ - , - . . . . �. d . . . ff i -' . ... :. . . : _ _ . . . . ' . . .. � ' _ . .. - _ � _ . . . . . . . . . . . . . � ' . 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' , . . , _ . . -.. . . / . . _ . . . - . . - . � - .. . . -. . . . � . . _ . . . _ . . - _ ;, y � - . . � . .., � r : - " ' . . ' . . . . - : - . - .. . -, e. . . .. , -- ' - , - . . � " ! . . . . - . - . . . _ . . . . . - . . . . � . . . - , . . -•,. . . . . _ , . . < . . . . . . _ . > . . _ _ . . . . . . . . . . ,: . . : . . .. . ' - _. . . . - _ . . _ . . . . _ _ _ � . . , . . -. . ... . . . ' . . _ - -' . - . . . . � . . . . _ . . : - . . . . . . - � '.. . . : . _ . . . . �. � .. . - . . - . . . _ . . - - . . ' . •. .r . . " . . . .. . - . -. . ' _ - . . .. . . F - .. . � �.. - � . � . : . :. . . . . . . _ � i . . . ` i � . _ . - � - . . < . � � ,��'� �O . _ - . . . . - . . . • . . , . . , � NY 0 , . , . - < . : , � + . . � ; . . � - � . : . : �- : ' - _ EXf5T1NC� .� �F , . � . . SW TF - - , . ENTf2Y �EYEL � t :- , � , . • • . (2) 2x6 GEILING J015T 5l�'PORT BEAM _ . , . . . � - 1 9 � , . .. � . _ ,. . , ,. , ; .. i , _ ° : T.O. Pl.:� ' - . : � • ---- -- � . � . . . Y . .,._ ,..._ — , . ' ' � - - _ � � , - - - - - - -- - - - --- - - - - - - � . : . . , � � _ _ . . _ , �$-4" ' ; _ , 1 I(,�/� . : _ - , G . TO X ST G GOLU 5 � " � , . .. . - _ _ . - . . ' _. 2x6 GEILI JOIST AT 16 " O.G --- \�.� , ~ . - " . , . � ` NG ' � • . GARaGE �S� �G� • � . � � � �� , , . ; , . . � � . . _ ' _. , , . ` ` . . . . , _ , _ : ° - EX{�T1NG . . R 38 BATT INSUL.ATION \ \\ , , - ' . _ . . - : . . , ` '� . _ . _ . : GA� 1..�YEt ; _ � � T.�. SLA�$ iA7 T�C�R = � , - - . - , . ; ,. � y� { , Q ° � - . - - - - - - - - -- - - - - - � (� • . " � _..,. ..-,. . , ._, -..,. . � . .. . . . - . . . - - . • - .. . . . - - L{-. /�� 5�—CJp - - . . - - . - � . . �� Y L/ V''�� . � _ ' . _a . . - . . . . . . . . . - _ . - s � . . . . . ` _ .- . _ ., .. . . . . . -... . . _ . . . �11 `a: - . . . . - . - � . . . . _ - . . . . - . -. ,� _ . � . :- . . . . . . _ .. . - -. . . _ . . . . - - =: . . "' EXIS ING STEEL BEAM . : : ` . s . T v N � . , - ;. ` ` . : - - � a G�055 HATGHING INDf+GATt?S � . `` _ - - - . ' . , , . . , . , _ - _ _ _ _- - - - — _ _ - - - - - __ - EX15Tf NG GONS�'Rt1GT{ON TO REMA�N . , . . . - _ ., - _ � - ; ; � . .� , �; .r - ,Y. . � t - .r r � ; � v " _,� �� Y ; , � , , _ - - - -�- - - -;t_L _� .___.._-.T .�- - " - , �� ; , , ,, � � / . ---.----7-; ,.� _. . � _ , � _.. -----,- , . -*� � � - � . . - . . . . � . ` . . ��SI . . . ___._ __ �_--- -� . . . . ' . `( � ` " .. � ; t' : ' . - � � . ' � ' ..'; - � ,' ' : ' '. . -.t ' .. ' - . ' . �\ i � \ � ` ', / � � l� y, �- � � . � �� �--� . � .K � l ), x ), � I X l i X .. x , i � �J t Y ,� , r,� 1 i � i( l�. l " 1, i 1 � ! X N ■ � , ` . , � ' �/- L HEIGHT 8 x8 GLA55 BLOGK � � FUL . � " u � If � - Q � 5/8 I7R'(htALL OVER 6 MIL POLY - } lf� " \/AP4R $Ai�R.IER bN �x4 �7UD5 WITH - WOOD GLADDIN6 ON C � � d� Q X ' _ FULL gATT iN5l1LATfON IN GAVI7Y ---�- � �^ . EXI �TING STEEL GOLUMN - - - - 1 . I (Y� � � . --- --- - - -- ---- -- -- --� ._ - - - ---- -- --- - - ---- - ----- RAILING TO MATGH EXISTING AND _ �� , _ I � � ATTAGHED TO FLOOR WITH (2) 3/8 " �C O u-- - � � , - . ' ` . � -� �/ \.- 1,_��� � � ; DIA. x 5" LAG BOLTS AND TO GLAD O� -1 ` , ' � , _ - - - - -- - -- -- -- - -- - - - - - A' G WALL MOUNTED RA I L I NG ! � GOLUMN W I TH- (3) 3/8 D I x 2 LA � 1� i - - -- - - -- - - - - - �� �� � I i � � � - - - � I 80LT5 THRDUGH 3/tb x3 WiT7� x � � � . I - ' , _ _ - - -- - - - - FULL HE IGHT STEEL PLATE • - . . BEYOND TO MATGH . EXI5TI.NG • � : . EXI571NG P�ND WITH ENDS I . I I � - -- -- - - -- - - - - - I � 0 � � � _ . ' �. � _ RE NED TO THE WALL � - - -- - � - - - -- - -- - - - -- �L - T1JiR --- - � � I . ` ! V � . MIDDLE LE�(EL ; ., 4 � : - - - -- - - - - - -- _. � ; T.O. .PLYWOQD m� I - - - _ - - _ - _ _ - = - -- = 1 Q �0 . � � , - - - - - - - - - , , - � -- -- - - - - - ---- - -- ----- - - - - - -- . - _ - -- - - ,. - - - ` - --� � - - - - - EL. -1(J�t '=2" � ` - - - -_ __ - _ _ - - - - - --- '_ � '� t� I � N . � � , . . . ; . � _ : I . , . , � FAMILY ROOM I _ - - -_ �, � _.� - -_ � _` __ -� __ � ; , � O . BASE TRiM TO MATGH EXISTING ' _ - �.\ 1�, � � � - -�= = - = _ _ - - _ _ � - - � ' 1 � Q . : : , � : � . . . � . . 1 I I . W �.' _ � ; � - _: : � _ ` _- - -- --- - - - - - - - - -- - � � '� �- TYPIG/�L �LOOR 5Y51'EM \_ -- - � � i - � � , µ - � 2 " G01�R�TE TppP11J� (5EE STWaGT,� C?N , . . .� , \ � -- Z � : �/4"� T� G PLY)^IQ4?D :T�EEGICING OVER 6` ` - � �� l 1 _ T � ' � � , � MIL .PQL1' VAi�UR� 8ARRIER ON 7REATED : - , . . \ . � -� � � _ (� - - -T - - - I - - -- -- - - -- --- -- - - _ _ _-_ LlNE OF WOOD GAP ON GLOSET IN - . ° . - � \ ' ' 2x12 1!yDQ1?. -.1D15T�5 (5EE - STRUGT�_ WITH ` . Q I I I I I � I FOREGROUND i . ' . _ � 38 BATT lt�IJLATiON IN G�YtTY - � � � m � � I I i I I_ _ - - RAILING ON WDOD GAP AT GL05ET � , . tPRrGN?05ED � . . . . _ � � \�. I ( ! I I ! I IN FOREGROUND FAMIt�l = ROOM LE�/.EL ' - --- --- -�— --- - -- I ( I ! I I f . � T.O. PLYWDOD; ._ _ - - - - ----�- - --- _ -- -- - � - 1 - -- - - - -i -- - - --- -- - -- - - . � - - .• -- - � i D AP ON LOW WALL AT AIR ; . �- . . _ - ------ --- - -�- - --- .. �L. 1.04`-6" . � . - , . - ---_" �, - - - - L_ -__�._ . I� _ 1 l I I WOO G 5T , �,_ . . • y �! r Y . , r" A i , " � ,' , K : ; --� �, t � r 1, v _ ; � � . • • VEi2tFY WlTH � :)� ;, � ' •�_ � �, \ , . A ; ,� }" - , % � , i � , , , , � •� � , ; ;� i . � . ; � ' � �� �' � � ` , , , , 1 i I 1 . . EXISTING :�+QOTINC� - � ` . \ , , , t � , \ \ , ;' . , , . ; , , . , . -.i -- - . . . . . . . . . . . , 4 �f� i' � A� i �i � .�� lY � . X, `,�1 Y �. ' ( �.. � , _. r - _ '' Y ' ; ' � ... i - � �, y �' / �� 1� � � ' I \ � I ( . . - . . . - . � -. - , - . . . . . . • - : : _ - . . : - . . . . . . . . . -. � .. . `� k '_ - - � . - _ —_ _ _. _ ____ ___. �._ . . . ( I I . , . . . .. . . - . . . - _ _ , _ ' . �! . . . ' � � I I � I • . . . . . . . � - _ , _ . - � . . 2 TR.�ATED -2x6 RLATES . \ - - ? - - ; 4 I :� i i i I _ _ -- --� LINE OF GL'OSET AND DOORS tN . ;. : ' t _ _ _ -- FOi�ZEGRDUND , 4 = _ ; �r � I I � - " � � , . - � G ! � � _ - - - . _ � ' . - "' == � - -,�1 `�' + I I'� I : EXIS�fNC7 ` , � � _ ; ? � - - � - ------ --�-- - - - 1- . � . LOI'�R LEVEL - � _ . AP�RC)XfMATE I ,' i `- -- I -- - �_'- --1- -- -- - -�- - _ _ _ ---- -- - - GA8INET WITH GRANITE GOUNTER " . ` . � T.O. PLYWG�Od - - - - - _ �' ; AND LASH EXISTING GRADE . ,� . TOP Ix SP - ` • � ;� _ - , - - - - . - - -- -- - - -- - - - - - .._ —_ - -- - -- - - - - - - - - -- --- � ` 4 WOOD � , � �►� -� : - = - - _-- _ _ -- _ � . AP}�ROXtMATE Ix6 WDOD TRIM AT EDGE O� - � �� - - - � , . . . � FIN15H GRAD� -- -- - - --- FLOOR OPENING AND Ix4 WOOD / i; , r r � � r r ; : � x ,. , ; ; z , � : � rt • � _ , ; , , , ; , ; . , : . � , � f r : � ' ) � c i J � ,� ,� .F j � -�.`i .S< , � - . TRIM ON V�IP�LL - --- - - _ _ _ _ - , , � ' 6 MIL POLY VAPOR � � � , - BARRIER dVER THE ' ' � �' � � � � ' K " ENTIRE GRAWLSPAGE Pf20P05ED GONGRETE FOOTING _ __ -� --" " ' ° � • � AREA ATtD SEALED TO � (SEE Sl'RUGT.) - - - -- - ----- - - - - - , , � , � � � ` - -- ------ - - - TYPIGA�L FLOOR SYSTEM WITH O Q FOUNDATION WALLS . � � ,� - I _ TREATED J015T5 (SEE STRUGTJ . � ,4ND FOOTINGS --- -- • ->- - -- - - r� � . Q ' . _ � . EXISTING GONGRETE RIER AND , '% ; O : , , . __ - � ; - --- _ FY! �-� - -- t / ; � � LL� . � FOOTING PAD FIELD VERI � � 5lZE AND LOGATION � I . _ - - -_ - � s _ - -- - � O � Q � . . . ; v � �, .� � � . . . . � TRE 2 6 LATES � , ATED x P -- - -- --- --- - - - - �W IY • . . � � O ; � . : . _ 1-1--1 v � ___, . . �U I i. � � 1 �G � T � O � � GRO S HATG�-IftdG INDtGATES , � �` � O - . • SGALE: I/2' = I '-O" EXISTING GONSTRUGTION TD ■ (1 � � � � REMAIN �, V ! � — . . _ �.�..� �/ � } . . . � . . . . � � � O ; . � � , � , � f � � � � � . - , ; - _ . - ' � � � : : _ . ��� �:��- � � . : .. . , . . . . � C� � .� � : � . . ��'� � � � i � �. l 7 � . ; �: . . : � - � ; . ����y� t �� � , . _ . � � , . . _ � �,�{� \.1 — � � � � } - - � - . - . � " Q � , . . � ' , ' ' - YWALL SOF�IT � , ;. , -; ` ; , . �. . . . �%�_ � ; . , . . , - - - - ,, , . • . • - .` �. _-.-� - , _ , . . , . �, . < , - � . , . . . n , . . � . , : ` : . : . ' � , . � I I � ab w ._ . . . . _ .. � - � - . . . - . " . . - . . . . ' . . - . � . � • � ' � . i � . . � � . � 5.. 1 ' . . . ' " . . . . " � � _ . . . . . _ _ . . t . . . - - . . . . . . - , . .: . . � - . ` _ . . . . . - . . . . �; � . - - , - ' - - . - • - . . - ' . . . . ' . . - . . . . :,.. .� . . .., _ . _ . . . . . . . . _ . . . . . . . . . . . : . . � _ . . . . .y . . -. , . . . . - . . . _ . . . _ . . . . . . � _ . . _ � . : � .. � � , fi . � � _ � ; � ; , • . ' � _ � � - . . . � . - � � . -- __ ---- -- -- ------ - - ---- -- - -- _ . � ` I I �--° WALL MOUNTED GABINETS � ; . , ; . � , . ' a . . . - . . � . . . . . - . . . ,: , . - L : . . . - . -. !'_ : ... - ' ' . . . i ` . . . ' . . . . . � , � , ,. . ` Q OR OPEN SHELVES _ . ; . • m � � �_ ,-. . _ - i ` . _ . � . � � - _ . : . , . _ ; - . - � � � - . , , . , . . , • ": . ". - ' . -- ENTE AINMENT NTER J_ RT GE � �. � � . , ; , -. _�------ . - . , > := 1 I _ _ . : . , - - - � _ , . - _ �----- ; = , : � . , . . 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' � . _ . . . . . . . - . , . . . _: , . . . - . . . , . - -.. , . . .. - -: . �. _ . � . . - . - . _ - � . � - ' . . . - . . - . _ _ ' , t ' . . . . . - - - - - . -� , � .: . . . _ . .- . . _ . . . .. . _ - _ . . . _ . . . . . . . . . '_ ' � , . . . -.,, . . .-. . . . , . : -.. . . . . -� . � . �� . . . . . _ . . s- .. � L ,_ . . . .. . . . _ � . . . . -.- _ . - - -.. ,'- . .. ,.. � � � . , . _ . . . . _ . . . . . , . ; ' V..L� ' . . � . . . � . . - . : . ' . ' - . . . . - . . . . _ - . _ . , . _ . - . . . . - _ - . _ . . - . _ ` ' _ '.. -- - - _ . - . . ' ,. - . ` -.a - , . ' . . . ' - - . - - . . . - . . . - - - . . - . . . . _ . . _ _ . . , . .. . . . . _ . ,� . . . - . - , . _ .. . . . . - . . . . _ . . . - . _ . . . _ . . - . . . . . _ . . . _ � . . . - - . . ' . - . - - ` - . . . . . . . . , - . . . ' . . � . . . _ . - � � . ' . - - . - � . > . . .- \ � - ' _ - � : - _ " • � _ _ - � - � -_ : .. ' � , . � . . . . - �- � - . - . - - . . . . . - . - . - ' . � .- - - . ' . ' . . . . . . . . , , . . . . - . . . . . . . - . , .. . . . . . . - . - . _ . . . .. . . _ . . .. . . . . , . . . . - . . . ,. -. � - � .. - - . . � . - . . , . . . . . . .. . . . . . . . . . _ . .. .. . _ . . , . - . . . . . _ ; . . .. - . - . . - � �. � . .- -" � . _ , . . . . _ _ . nFSir,N C�(,TERIA• BOGARD RESIDENCE REMODEL JOB�0411 - 04 I . All lumber used in construction shall have a maximum moisture content of 199'0. 2003 IBC FASTENING SCHEDULE ( TABLE 2304. 9 . 1 � m. Framing Notes: Floor Live Lodd - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - 40 psf 1 . Interior �oad Bea�ing Walls: Floor Dead Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 32 psf A. lnterior load bearing walis are 2x4 O 16" o.c. with 1 /2" gypsum wallboard both CONNECTION FASTENING a� '" LOCATION Seismic Desi n Cate or EXEMPT sides unless noted otherwise. Cap with a double top plate installed to provide �- �' ' 9 9 Y , �: ` p� c' > IBC/IRC Edition - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- 2003 overlapping at comers and at intersections with other partitions. If overlap is � , �St to s�� or girder 3 - sd con►mon toeno� ' � � � � � ce - , _ not ossible. stra to lates with metal stro ties Sim son ST292 or \ ` . �' �^°`t'i" v P P P P P c P 3 - 3- x o.,3, - �a� ABBREVIA T I O N L I S T �� �� ��� � �°`� �� FOUNDATION DESIGN : �q+���a�� t�. 3 - 3 14 gage stc�ple i �� � -- : � a. Design of individua( and continuvus footings is bused on on assumed maximum allowable B. Floor or roof framing members must be aligned to bear within 5 inches of the 2, gr�dging to joist 2 - sd common toena� eacn end ; ��_ 4.0 °.� r � � bearing pressure of 1500psf (dead load plus full live load). studs beneoth . � 2 - 3` x o.� 3t " nan = ` , "' � �' b. Footings shall be placed on the naturat undisturbed soil . p p C. At beam bearing locations in stud wolls, provide multiple-stud posts equal to 2 - 3" ta gaqe stapie � �'.°o . . ..•°�`�� � or com acted structural fill er A. B. ANCHOR BOLT � , O 5 >- width of bearing member unless noted otherwise. . - �_ ti R the recommendations of the geotechnical engineer, below frost depth . 3. � X s subfloor or iass to eacti ,p�st 2 - sa common face r,a�i A. F.F. ABOVE FINISHED FLOOR PR� .� 3. Floor Construction : 4. wider than 1 ` x 6" subfloor to each )oist 3 - sd common face nae A. F.G. ABOVE FINISHED GRADE c. This foundation has been designed according to the design recommendations set forth in A. Provide 3/4" thick APA rated Sturdifloor rated at 24" o.c. , tongue ond groove, geotechnical report by . The contractor shall follow the » 5. 2' subfloor to jotst or girder 2 - tsd common blind and face nai� ADJ. ADJUSTABLE construction re uirements from this same re ort. exposure 1 . Glue and nail panels to all supports with 8d nails spaced at 6 q P » 6. Sole plote to joist or blodcing 16d at 16' o.c. typical foce no� ANCH. ANCHOR along panel edges and at 12 along intermediate supports. tnstall sheathing d. Provide crawl space ventilation per IBC/IRC requirements. 3' X 0.431 " no� at a' o.c. APPROX. APPROXIMATELY with long dimension perpendicular to joists and end joints staggered. e. A representative of the geotechnicol engineer shall verify soils conditions and types during 3' 14 gage stap�e at � 2` o.c. ARCH . ARCHITECT excavation . Because geotechnical information was not avuilable at the time of preparation B• Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the floor joist material. Soie plate to ,joist or blocking at braced BD. BOARD c � of the construction documents� we have used assumed values based on similar sites in 3 - tsd � � s" braced wall panols BLDG. BUILDING a' � N w�t p�� P BLKG. BLOCKING � Z � � � the area. Construction of the foundation may not proceed without verifying these values. STRUCTURAL MASONRY: . (4)-3" x o.� 3� " na�i er ts" � o � Repo r t any dis c r e p a n c i es f r o m d e s i g n a s s u m p t i o n s t o s t r u c t u r a l e n g i n e e r f o r r e- e v a l u a t i o n (a)-3" t 4 g a g e s t o p i e p e r �s" B M. B E A M � V -p Q o � � of foundation design . a. Masonry design assumptions �equire that speciol inspection be provided during construction 7• Top plate to stuct 2 � � sa oommon or,d �ad BOT. BOTTOM Z � � � a, d, _ according to the provisions of 2003 IBC Sections 1704. 5 and 2107. 2. 1 . 3 - 3" x 0.131 ' nail B. O. W. BOTTOM OF WALL 3 - 3" 14 gage staple C Z Z M M b. Hollow load-beoring concrete mosonry shall be lightweight units conforming to ASTM C90. BRG. BEARING p � � REINFOR ED CON R TE: Exterior walls ond walls below rade shull be rade N- 1 . Interior wolls not ex osed to 8• stud to sote p�ate 4 - 8d common toenau (n N o a� rn 4 - 3 x0.131 nai � 9 9 P . . CANT. CANTILEVER weather or earth may be grode N - 1 or S- 1 . Z � w ^^ a. Concrete design is based on the »Building Code Requirements for Reinforced Concrete" c. Mortar shall conform to ASTM C270 and shall be type S with minimum cube strength of 18 0 0 3 - 3" 1 4 q a g e s t a p l e C. J. CONTROL JOINT � � M x CMU CONCRETE MASONRY UNIT Q L o � r° � ACI 318 as ado ted b Cha ter 19 of the 2003 IBC. psi. Do not use masonry cement or admixtures unless opproved by the engineer. �- ao � �� ( ) p y p � CEM . CEMENT � b. Structural concrete shall have a minimum 28- da com ressive stren th of 3000 si. d. Grout shall be coarse grout os de�ned in UBC Table 21 - B (2003 IBC Table 2103. 10) with 2 - tsd common end nail J � Y P 9 P 3 - 3` x o.� 3� " na� CLG. CEILING c. Concrete shall be proportioned using Type I -tl sulfate-resistant cement. Admixtures minimum cube strength of 2000 psi. Admixtures shall not be added unless approved by the ,. containing chloride salts shall not be used. engineer. 3 - 3 t4 yaye staple � CENTERLINE U) o, d. Cold weather concretin rocedures shali be rovided as recommended in the ACI Manual e. Minimum prism strength of masonry wall assemblies shall be fm = 1500 psi. 9. Douwe studs tBd at 24" o.c. foce naa CLR. CLEARANCE Z � 9 P P f. Conform to size and hei ht limitations set forth in Table 1 . 15. 1 of ACI 530. Grout shall be 3` x o.� 3t ' nan at s" ,o.c. COL. COLUMN � � N o0 0, � of Cor�rete Practice. 9 3 14 goge stopte at s o.c. CONC. CONCRETE - n `� �'`� 'n e. Anchor bolts for beam and column bearin lates shall be laced with settin tem lates. placed in a continuous pour in l;fts not exceeding 6 feet. � � �- 9 p p 9 P 10. Double top ptotes 16d ot t6' o.c. typical face nau CONN. CONNECTION � � '�" � � f. Expansion bolts shall be located at a minimum of 6 bolt diameters from concrete edge 9• Bond beam units shall be produced from standord vertically voided units with pre- cut „ . . oo a, a, 3 x 0.131 nail ot 12 o.c. CONT. CONTINUOUS � x � �t knock- out cross walls. . . and spaced at 10 bolt diameters unless noted otherwise. 3 14 gage staple at � 2 o.c. +' o � � � h. All masonry shall be laid up running bond witl� exposed joints tooled. CONST. CONSTRUCTION � m c� g. Anchor bolts for wood sill plates sha{I be placed at 4'- 0° maximum spacing with one �. Use continuous horizontal joint reinforcing in all masonry walls, consisting of 9 gage side wire C.P. CRIPPLE POST � � � o x anchor bolt at 12 ° from each end or corner and a minimum of two anchor bolts er M Double top p�ates s - tsd common �ap splice � p - � Q P w e t d e d t o 9 g a g e t r u s s e d c r o s s w i r e s. �d t h o f j o i n t r e i n f o r c i n g s h a l l b e a p p r o x i m u t e l y 2 » . D B L. D O U B L E � Q a, � piece. less than width of wall. Provide refabricated corners and tees. wre shall conform to ASTM t2 - 3 x o.� 3� nou DET. DETAIL � a' � "" p 12 - 3" 14 gage staple typical foce nail h . All exposed edges and corners shall be cham fere d 3/4". Specification A-82. Maximum vertical spacinq of joint reinforcing shall be 16". DIAG. DIAGONAL 11 . Blockin betwe,en joist or rafters 3 - 8d common toenait i. Concrete floor slabs on grade and on metal decking supported by steel framing shall have Provide 1 2" clearance or ex ansion material between masonr and other structural elements g - - DWG. DRAWING J• � P Y to top plate 3 - 3 x 0.131 nail sawn or tooled control joints at a maximum spacing of 15'- 0" in each direction . Locate unless noted otherwise. 3 - 3" ta yaqe staae DWL. DOWEL control joints along column grid lines where possible and provide slab isolation joints k. Vertical control joints shall be provided full height of masonry walls as located on the � 2 Rim joist to top aate sd at s" (152mm) o.c. tcenaa EA. EACH around columns. drawings. Construct control joints as continuous head joints with mortar raked back 3/4" at 3' x o.� 3i ' nau at 6" o.c. E. J. EXPANSION JOINT j. Concrete coverage for reinfo�cing steel: both faces and 509: of the horizontal joint reinforcing cut at the joint. Bond beam reinforcing 3' � 4 goge stap�e at s' o.c. ELEV. ELEVATION 1 . Concrete cast against and permanently exposed to earth: 3" and grout shalt continue through the joint. 13. Top plates. iaps and tntersect�ons 2 - tsd common face naa ENG. ENGINEER �4 2 . Concrete exposed to earth or weather: I. Fill pll voids and cells within 12" either side of centerline of beam or column beoring locotion 3 - 3" x o.131 ` nap EQUIP. EQUIPMENT � A. #5 bar and smaller 1 1 /2" with (2)- #5 reinforcing bars and grout continuous to foundation unless noted otherwise. 3 - 3" 14 gage sta�e EQUIV. EQUIVALENT m . Masonry walls. including site wolls, shall have a continuous horizontal bond beam consisting of t4. Cont�nuous heoder two ieces tsd common t6' o.c. don ed e � � B . #6 through #18 bar 2" , „ � P 9 9 EXSTG. EXISTING 3. Concrete not exposed to weather or in contact with ground: (2)- �5 bars and solid grout at the top of the wall and at 8 -0 maximum vertical spacing t5, cei�hg joists to ptate 3 - 8d common toenan ( E) EXISTING A. Slabs, walls, joists ( #11 bar and smaller) 3/4'° unless noted otherwise. 5 - 3' x o.� 3t " nua r n. Openings in mQSOnry walls shall be reinforced with a �5 reinforcing bar in a vertical grouted 5 - 3" 14 gage stap�e EXP. EXPANSION B. Beams, columns > > �2 cell each side of the o enin and 2 - 5 bars in a horizontal bond beam obove and below EXT. EXTERIOR � � P 9 t � i� 16. Continuous header to stud 4 - 8d common toenoi F. D. FLOOR DRAIN REINFORCING STEEL: the opening. Extend reinforcing ond grout 2'-0" past opening on atl sides. 3 - 16d common mhtmum, TaWe 23os.to.4.t face nau FDTN . FOUtdDATION ~ ^ o. Masonry wall sholl be 9routed only at those cells containing reinforcing steel unless speci�cally � 7• Ce�ung �oists, laps over partions 4 - 3' x o.t3� ' naa FLR. FLOOR � F�-�1 authorized b the en ineer. (see sectton 2308.10.�.� Table 23os.to.4.� ) � Y q ' 4 - 3" 14 goge staple � a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the . FRMG. FRAMING ACI Manual of Concrete Practice. 18. Ceilin ist 3 - 16d common minimum. Table 2308.10.4.1 foce natl FTG. FOOTING GENERAL REQUIREMENTS: q jo s to pareltol raRers . . b. Except where otherwise noted on the drawings. reinforcing bars shall conform to ASTM 4 - 3 x o.i3t na� (see secttor► 23Q8.to.4.1 . Taae 23o9.to.4.t ) 4 - 3' ta gaye stap�e GA. GAUGE Specification A615 and shall be grade 60 except tiqs, �eld bent bars where penr►itted by a. Structural erection and bracing: The structural drawings illustrate the completed structure GALV. GALVANIZED ^ � note on plon � or bars to be welded. which shall be grade 40. with all elements in their final positions, properly supported and braced. The contractor. in t9. Rafter to p�ate 3 - .� `�Y'":O1 tO°"O1� GEN . GENERAL � c. At splices, lap bars 44 diameters. Oo not weld or use mechanical splicing devices unless the r er se uence. shali rovide shorin and bracin as ma be re uired durin construction {ses sect;on 23os.to.t . Tawe 23os.� o.t) 3 - 3 x o.a3� nai� � � G.L. GLUE- LAM P aP q P 9 9 Y q 9 3 - 3 14 gage staple specifically approved by engineer. to achieve the final completed structure. Contact structural engineer for consultation (not in GYP. GYPSUM /GYPCRETE � tul O 2 - 8d common foce na�7 d. At corners, make horizontal bors continuous or provide corner bars. Around openings and controct as re uired. 20. t " diagond brace to ooch stud and p�ate . • HDR . HEADER M�-s-� � 4 2 - 3 x 0.131 nail � � � steps in concrete. provide ( 2)- �5 bqrs extending 2'--6" beyond edge of opening or b. Existing structures: Contractor shall be responsible for verifying dimensions. elevations. 2 - 3" t4 gage staae HORI2. HORIZONTAL � step. framing. foundation and anything else that may affect the work shown on the drawings. » . HT. HEIGHT e. Extend reinforcing steel a minimum of 2' -6" through cold joints. Unless specifically Underpinning. shoring and bracing of existing stn,ictures shall be the responsibility of the 2� • � x 8 sneathtny to eoch beoring wdl 2 - $d �ommon face naa � �'`� cont�actor. 22. Wider than 1 ' x 8' sheathing to 3 - 8d common face naN INT. INTERIOR � w located on plan or details, coordinate cold joint locations with engineer. eecn beartn9 wau INV. INVERTED � � � f. Welded wire fabric shall conform to ASTM SpeCification A-- 185. Lap welded wire fabric a c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do not K KING STUD H 23. BuNt-up comer studs 16d common 24` o.c. � � � O minimum of one full mesh lus two inches. La s shall be wired to ether. scale drawings. » . , JST. JOfST p P 9 3 x 0.13t na� ts o.c. d. Construction practices: General contractor is responsible for means. methods. techniques. . . LAM . LAMINATED g. Metric bar size conversion table: sequences and procedures for construction of this project. Notify structural engineer of 3 14 goge staple 16 o.c. � �1� (dCH - 3 UND omissions or conflicts between the working drawings and existing conditions. Coordinate 24. Built-up girder and beams 2od common at 32" o.c. face no� at top and LLV LONG LEG VERTICAL # # requirements for mechanical/electrical/plumbing penetrat+ons through structural elements with 3' x O.t3t " nai� at 24' o.c. bottom staggered on LON61T. LONGITUDINAL � O � O �� 6 �5 3' 14 gage stapte ot 24' o.c. opposite sides LTWT. LIGHTWEIGHT Q structural engineer. Jobsite safety is the sde responsibility of the contractor. All methods � � � used for construction shall be in accordonce with the latest edition of the IRC. LVL LAMINATED VENEER LUMBER � #19 #6 2 - 20d common face nail at ends and at LSL LAMINATED STRAND RIM MATERIAL rT, e. Details not speci�cally shown on the drawings shall be constructed in a manner similar to the #22 � details that are shown for like conditions. These items shall be brought to the attention of 33_ 33�14 �•131 S�a�e °O`�' �110° MAX. MAXIMUM • P� O �''"'� ,� #25 #� the structural engineer as soon as possible for approval. Approval shall be obtained prior to `�°1�° MECH . MECHANICAL l� � �5.� � #29 #9 installation . 25. 2� planks 16d common ot axh bea�i^9 MAT'L MATERIAL V 1 �T � #32 #10 f. It is the responsibility of the contractor to contact the structural engineer at the appropriate 26. cd�ar tte to rafter 3 - tod common face noa MANUF. MANUFACTURER � 1 w � #36 �11 time to perform site observations visits. Observotion visits to the jobsite by the engineer are a - 3' x o.� 3t ' nail MIN. MINIMUM �� � for determination of general conformance with the construction documents and shall not be 4 - 3 14 gage stapte foce nau ( N� NEW � � � STRUCTURAL WOOD FRAMING: construed os inspection. 2�. ,Joc�c rafter to hip � 3 - 10d common to«�au NOM . NOMINAL � g. Though every effort is made to provide a complete and clear set of construction documents, 4 - 3' x 0.131 " nail a. Except where noted otherwise, all 2" nomina) lumber, except studs, shall be Douglas discrepancies or omissions may occur. Release of these drawings anticipates cooperotion and 4 - 3' � a qa9e sta�e O. C. ON CENTER � continued communication between the contractor. architect and en ineer to provide the best OPNG. OPENING O Fir-Larch #2 and better, and all solid timber beams and posts 3" nominal and wider 4 OSB ORIENTED STRAND B�ARD � shall be Douglas Fir- Larch #2. possible structure. These drawings have been prepa�ed for the use of a qualified contractor 2 - � sd common face naa P�� b. Studs shall be Stud grade and better pouglas Fir-Larch or Hem Fir. experienced in the construction techniques and systems depicted. 3 - 3" x o.t3t " nai� R F� '� � c. Buitt- up posts shall consist of Douglas Fir-- Larch or Hem Fir #2 or better 2x4 or 2x6 3 - 3 14 gage staple PLYWD. PLYWOOD �/ n studs er lan and sholl be nailed to ether with 2 rows of 16d nails � 6` on center 28. Roof rofter to 2-by ridge beam 2 - � sd common toenaa R. O. ROUGH OPENING e . w � p p 9 3 - 3 x o.13t natl RAD . RADIUS �"'1 � � along each stud. 3 - 3" 14 goge staae d . Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates REF. REFERENCE � laced directl on concrete walls or slabs shall be pressure- treated Hem Fir �2. 2 - tsd common fvice na� REINF. REINFORCE/REINFORCEMENT � � P Y REQ D REQUtRED � � f. Within floor joist spaces beneath solid or built-up columns noted on plans. blocking of 3 - 3' x o.i3i ' naa area equivalent to column above shall be provided. Door or window trimmers consisting ALL LUMBER CONNECTORS IN DIRECT 3 - 3" 14 gage stoae RET. RETAINING of a sin le stud do not re uire s eci41 blockin in the oist s ace. CONTACT WITH PRESSURE- TREATED REV. REVISION � � 9 q p g � p LUMBER SHALL HAVE A SIMPSON ZMAX 29. ,bist to bund joiat 3 - 16d common face �a� g. Except as noted otherwise, minimum naiting shall be provided as specified in the "Nailing FINISH OR EQUIVALENT 5 - 3" x o.� 3t' nai� R. S. ROUGH SAWN Schedule" on the drawings 2003 IBC Table 2304. 9. 1 . 5 - 3" 14 gaye staP�e SCHED. SCHEDULE h . Bolts used for wood framing connections shall be installed with standord washers and CONNECTION SCHEDULE � 30. �edger strip 3 - tsd common foce nap SECT. SECTION � nuts. 4 - 3' x 0.131 ' naA SHT. SHEET i. Unless noted otherwise, steel connectors such as those manufactured by the Simpson A� StMPSON lUS1 . 81 /11 . 88 4 - 3" ta yo90 stapie SIM . SIMILAR Company shall be used to join rafters, joists or beams to other beoms at flush - framed B NOT USED 3t . wood structurd panels and patidaboord!' � /2' ond less ad�' (per KRM)° S. I .P. STRUCTURAL INSULATED PANEL O . » � SPEC. SPECIFICATION conditions. Use all specified nails. Connector conditions not otherwise noted shtill utilize Subfloor, roof and wdt sheothing 2 3/s x o.� 3� �a�i Type U or Type HU hangers of a size specifically designed for the member supported. as QC SIMPSON ITT11 . 88 (to frmning): t 3 fa' x � s aqe° SQ. SQUARE 49/32' to 3/4° sd (per KRM�4 STD. STANDARD shown in the manufacturer's published tables. Contact structural engineer for details cts �p SIMPSON EPC86 2 3/s' x o.ia� ' naao STL. STEEL �OE required. 2" � 6 y�y�° designed by j. Manufactured joists shall be from an approved manufacturer and shall be equivalent in EQ SIMPSON ABE66 7/8' to � " Sd° STRUCT. STRUCTURAL STR load carrying capacity and deflection criteria to BCI 450 series joists in the depths and 0 SIMPSON �US26 Z-MAX T TRIMMER drawn by spacings indicated on plan . Provide blocking. bracing. web stiffeners and other > >/s' to > > /a" tod" or 8d' T&B TOP & BOTTOM Single Floor (combination aubfloa-- 3/4' and less Sd• (per KRhI)4 checked b accessories as required by the manufacturer. underiayment to froming): 7/8' to t' Sd• T&G TONGUE & GROOVE y k. Laminated veneer lumber (LVL) shall have the following minimum properties: t t /8` to t t /4" toda a gd• T. O. C. TOP OF CONCRETE T. O.F. TOP OF FOOTING issued 1 . FIeXUral stress - - - - - - - - - - - - - - - - - - - - -- - - - -- - - - - - - - 2600 pSi 32. Panet siding (to iraming) 1 /2' or less 6df 2. Modulus of elasticity - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 .900,000 psi 5�8- 8d T.O.L. TOP OF LEDGE 3. Tension arallel to rain - - - - - - - - - - - - - - - - - - - - - - - - - - 1850 si T.O.M . TOP OF MASONRY PERMIT 05 /03 j05 p g P 33. Flberboard sheathing:9 1 /2' No. 11 gaga roofing nail� T. O. TOP OF 4. Compression parallel to grain - - - - - - - - - - - - - - - - - - - - - -- 2310 psi sd common noa 5. Compression perpendicular to grein (parallel to glue line) - - - -- - 750 psi No. ts qoqe staP�e' T. O. W. TOP OF WALL 6. Horizontal shear - - - - - - -- - - - - - - -r - - - - - - - - - - - - - - -- - 285 psi 25/32" No. 11 gage roofing nailh THRU THROUGH 8d common nail TRANSV. TRANSVERSE 7. Connection of multiple- member beams: No. ts qage stapie' TS TUBE STEEL COLUMN A. Top- loaded beams i) For members 12" deep or less, nail each member to the next with 2 34. �nterior poner�nq �8_ � k TYP. TYPICAL U. N. O. UNLESS NOTED OTHERWISE rows of 16d nails at 12" o. c. VERT. VERTICAL ,. N07ES TO TABLE 2304.9.1 ii) For members greater than 12 deep. nail each member to the next V. I . F. VERIFY IN FIELD with 3 fowS Of 16d ndilS at 12~ O.C. For SI: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131 " nails are standard 8d and 10d Gun na�ls. W, F. WIDE FLANGE B. Side- loaded beams a. Common or box no�s are permltted to be used except where otherwise stated. W.P . WATERPROOF i) For two or three member beams, nail each member to the next with b. Ncus spaced at s hcnes on center at edqes, t2 inches at intermediate supports except 6 inches at supports wnere �y,yy, F. WELDED WIRE FABRIC spans are 48 inches or more. For naiing of wood structural panel and partideboard diaphrogms md ahe� wdls, 3 �Ows Of 16d nailS at 12~ O. C. refer to Section 2305. NaUs for wall sheathing are permitted to be canmon. box or casing. WD. WOOD ii) For four member bevms, bolt through with 2 rows of 1 /2" diameter c. common or deformed shank. bolts at 12" o. c. d� �m� W�O WITHOUT sheet a Deformod shank. iii) For members consisting of more than four members, contact structural f. Carosion-resistmt siding or casing nait. enginee�. g. Fastenera epoced 3 inches on center at exterior edges and 6 inches on center at intermediate aupports. h. Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1/2 inch length for 1 /2-Mch sheathiny and 1 3/4 inch length for 25/32-inch aheathaig. i. Corrosion-resiatant staples with nomind 7/16-inch crown and 1 1 /8 �ch length for 1 /2-inch aheathing and 1 1 /2 inch ' length for 25/32-inch aheathhg. Pand supports at 16 inches (20 inches if strength axia is the long direction of the panel, uMess otherwise ma�iced). � j. Cosing or finiah na�s apaced 6 inches an panel adges, 12 inches at intermediate supports. k. Ponel �pports as 24 inc:hes. Casing or finish noils spaced 6 inches an pa�el edges. 12 inches ot intermediate aupports. I. For roof sheathlny appt�cations. 8d naila are the minimum required for wood structurd p�els m. Staples shall have a minknum arown width of 7/16 inch. n. For roof aheathing applications, fasteners spoced at 4 inches on center at edges. 8 inches ot intermediote supports. o. Fosteners spoced 4 inchea on center ot edges, 8 inches at intermediate supports for subftoor and wdl sheathing and 3 inches on center at edges. 6 inches at intermediote aupports for roof shsathing. p. Fasteners apaced 4 inches on center at edges, 8 inches at intermediate supports. J � B #0 411 - 0 4 q. Itema noted as �per KR1A' have been chanyed irom the IBC schedule to a more restrlctive requirement. 84' -- 0' 2g�_ 0^ 33 » 8° NOM. 7'-5 1 /4" 13'- 0" 4'- 10 3/4" g" 10' ��Q J�....�3�y,�y � \, d � • � ( C7iC� � i � 1 '- 0" 1 '- 0" 1 '- 0" 1 '- 0" � :� *- a s cfl . ; o � Q 6O � • �\ G� 6 {�- � C--� i l/ ¢ N� • J SPREAD FOOTING SCHEDULE G'�``� ••QRO``�` ` _ TYPE SIZE REtNFORCING A 2'-0 x 2' - 0 x 1 '--0 (3)— #5's x 1 '- 6 EA. WAY - - � � - - - - - - � � - - ` - - - - T I I � J I I � - - I I ! I I I I I NORTH I I I I I I I I I I I I I I I I � �: 00 � � � � � � 2 � � � FO lJ N D A TI O N � SCALE : 1 4 " = 1 ' -- O " 4 � � � I � � I I s3 I � I a 2 0 � �o PLAN NOTES I I I I I I I I �j -v a o 0 o � � - - - - - -L - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - -J L - - - - - - - - - - �- - - - - - Z -v � UQf � 1 . ELEVATIpNS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: o Z o ^ ^ T. O. W. = TOP OF CONCRETE WALL T. O. F. = TOP OF CONCRETE FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - (n � � rnrn T H E S E E L E V A l 1 0 N S R E L A 7 E T O 1 0 0'- 0 A S A R E F E R E N C E E L E V A T I O N A T T H E E X I S T I N G f- w .�..�. LOWER FLOOR. � I � I I � Q � ° F= M � 2. TOP OF FOOIING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING L oo J w CONOITIONS AT THAT DEPTH . CONTACT ENGINEER IF OVEREXCAVAl10N IS REQUIRED. I I � � - - - - - - - - - - - - - - - -� �-}� � — � � — _ � � 3. STEPS IN TOP OF CONCRETE WALL INDICATED: � 4n ( 4n ' T. O. F. = 103'- 1 1 /4 � � T.O. W. = 104 2 5/8 � c � ^ 4. CON 'fINUOUS CONCRETE F04TINGS ARE CENTERED BENEATH CONCRETE FOUNDATION tVERIFY) f f T.O.F. = 103 1 1 /4 � N oo a, i. T. O. W. = 104' - 1 3/4 � � U ~ tD °M' � � T. O.F. = 102 - 9 3j4 � xp �rnrn� WALLS UNLESS NOTED OTHERIMSE. I � I I �-{-}-� ( � d- oo � � (2 COURSES) I I � o a, a, 5. CMU FOUNDATION WALLS ARE 8" NOM . THICK AND CONTINUOUS CONCRETE FOOTINGS ARE 10" � � s3 I NOTE: � � (E) CONC. � U m � THICK x 16° WIDE UNLESS NOTED OTHERWISE. I F�-- CASCADE FTG. � WALL 3 o x CON7RAC70R 70 COORDINATE � -� STEP SHOWN THUS TYP. ELEVATIONS WITH ADJACENT � Y, �' ° Q � � 6. (E) REFERS TO EXISTING CONSTRUCTON ( - - - - - - ). (N) REFERS TO NEW ( ). T. O. F. , UNITS, CONTACT KRM IF NEEOED N a � vv L_ � -1 T. O.W. = 104 - 1 3/4 • �1 7. DO NOT SCAIE ORAIMNGS. � 1 '- 4" �1 � COURSES) 9 3�4 ( 13'- g ' /4� I � � � _ ( 6 � T. O.W. 104' 2 5/8 S3 T.O.F. = 98' S 1 /4 f� � —I � f� 5 I � I � �i � I T. O. F �' —�'�"' ---}-- _ S3 ^ � _ S3 � � � P� - i i � i + 4� � � P'°� � (N ) CMU WALLL � � � _ _ L J - ------{ I L J v � -1 I � � � �� f �---- (N ) CONC. FTG. A `� _ i I � . � � . T.O.W. = VER FY i � I � � T. O� F. = 97 — 3 � � T.O.F. = 94'�1 1 /4 � .. � = I I T. O. W. = 100'- 1 3/4 �i I I '�l� �i T. O. F. = 94'— � 3/4 in I I � O i� I ( 12 COURSES) � ( � - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - -� - - - - - - - - - - «- - - - - - - - - - - - - " � _ _ _ _ _ - _ _ _ _ - - - - - - - - - - - - _ - - - - - - -�--^- - - - - _ - - - _ - - - - _ - - - - - � U� 2 _ _ _ _ _ _ S3 � � O - - - - - - - - - - - - - - - - - - - - - - - - - - - 4'_ g" 6'- 2'� ( VERIFY) ^ - - - - - - - - - - - - - - - - - - - - - - - - - - - - T (1 )- �5 DWL. x24" � � � ~�1 -. � - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - � - - - - - - - - - - - - EA. BONO 6M . EPDXIED � W �V . � � INTO 3/4"s8x4" HOLES � _ _ J • � � � I I IN (E) CONC. WALL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � - - - - , - ` - - - - - - - - - - ~ � � 1 /2" TREATED PLYWD. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � � � AND 1 1 /4x11 7/8 ^ � � ' s' VERSA RIM OR EQUIV. I I O � �°` -' � � � FLOOR PERIMETER � � � ^ � O �+'� � � � INDICATED THUS, TYP. � � � ~ � � � �+ 11 /8" BCI 45 1 . 9 DF 16 0. . � I I � � . � � ii-i ^ � o � � ��,1 � i I 3 I I � � � � � "' s3 I I � � Q� g 104' 4 � � � I M � T. O. PL . : � ( � � S3 �F� � FJ I I � w � I 1 �. � �'s O � � s � I I ��'A ILt B AM 80 A�� C � � 1 ����� �FJ rF\J �, 1 � ��J �. ��1 Q Q ( EILI G J IST PE A H ) � � � �-S S s, � �'�+ � i � � � p.� �+� CONT. TREATED 2x6 R�"A I I ��� � 4 _ ILI B AM _ _ _ 5 _ _ _ _ _ � +� LEDGER w/ (3)- 16d NAILS +�- +� C , � � '..., � 4� S QD' S3 �?+ I I � � 16" O.C. (EA. STUD) R STEP � I � �4 - � WALL I I ( 4) 1 3 4x1 7/ L ± .� . . . , . . . .�. � , I II I 2x4 � 16" O. C. Mrl OR 3)- 3 x14 LVL � � � BRG. WALL � � � � (DR PPE ) - p 1 1 /4 1 7/E VERSA RIM M � 2x4 �► 16 O. C. OR E� �/. O Fl_OOR , � w S P 0 BRG. WALL PERIM �R INDICATED THUS, � � N � � . � .��,t, � P Y. R � rn� . I il i I• Q np. II 1 A CH I II I • • � I II I 10 '- o I 2x6's O 16" O. C. I Il I T• • P � STAIRS UP p�� �p � Ill - - - - _ �. _ . " TREATED 2x6 RIM O I II I BY OTHERS ._._ - - - - - - - - - FLOOR PERIMETER 2x 's 16" O.0 II I � - i- - � � - - -i- - � -� - -t -t- - � - I- � -t - - - - - � - - - - - - I - � - � - t- - f- -I - � - INDICATED THUS, TYP . � REA D EM FIR #2 R B TTE �� �, II I - - 9 y JOE . � � � � � � � � � �ONT.I � �/4X�� ��s �� � � o '- 2 � � � � � � � 1 � � - - - - - - - - - - - - - - - - - - - - - - _ _ _ ,- _ _ _ — T — ` - - - - - Ill _ _ - - - - drown b b STR ` DG R w 3/ "�x ° E P. I E T. O. PLYWD. I ' L � checkedyb I I I � I I I I � I �NCH�s ��36 �O. C. � � I I I I � I ( I I � I � I I I y ( 0wER— BOLT OR EQUI V. ) 5 CONT. TREATED 2x6 LEDGER I � I I � I � � � � I I I � I I � � I � I � � � � � � I � � � � S3 32 O. C.� (POWER— BOLTHOR � issued EQUiv. ) PERMIT 05 /03 /05 � � � � � � � � � � � � � � � � � � � ` � � � � � � � � � � � � NORTH NORTH M I DDLE FLOOR FRAN1 I N G PLAN SCALE : , 4 " = 1 � - 0 �� LOWER FLOOR FRAM I N G PLAN SCALE : � 4 " = 1 � - 0 �� PLAN NOTES: PLAN NOTES : 1 . INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: � - 1 . INTERIOR WOOD STUD BEARING WALLS ARE INOICATED ON PLAN THUS: �v�`�����'� 2. POSTS BELOW ARE INDiCA7ED: � NON -CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE iNDICATED: 1 2. POSTS BELOW ARE INDICAtED: ■ NON- CONTINUOUS POSTS FROM ABOVE ARE INDICATED: � SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKlNG BELOW ARE INDICATED: 1 sheet 3. FLOOR SHEATHING IS 3/4' TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1 . SPAN RATING 24 O. C. 3. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP. 1 . SPAN RATIN � 24 O. C. 4. WOOD BEAMS, EXCEPT HEADERS. ARE FLUSH WITH FLOOR JOISTS UNLESS NOTEO (DROPPED ) . 4. " O " INDICATES CONNECTION 7YPE - REF. S1 FOR SCHEDULE. 5. " O " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 6. AlL FLOOR JOISTS ARE 11 7/$" BCI- 450 1 . 9 D. F. � 16" O. C. , TYPICAL, UNLESS NOTED OTHERWISE. 5. Al1 FLOOR JOISTS ARE TREATED 2x6� TREATED HEM -FtR #2 OR BETTER l� 16" O.C. , TYPICAL, UNLESS N07ED OTHERWISE. 7. (E) REFERS TO EXISTING CONSTRUCTON ( - - - - - - ). (N) REFERS TO NEW ( ) . 6. (E) REFERS TO EXISTING CONSTRUC70N ( - - - - - - ). (N ) REFERS TO NEW ( ). 8. DO NOT SCALE DRAWINGS. 7. DO NOT SCALE DRAWINGS. JOB #0411 - 04 � ��c,4�...�;'�y�� �. .• •. y , , 3 j4" T&G PLYWD. �:•J� � h, •�j ` ' 2 - 2x4 PARTITION WALLS � ;� � ) � :i � ? � � PER ARCH � � �, 2" GYPCRETE ° � o � � � � �G��•�1!i o�•O4�`'�' ¢ T.oO. PLYWD. . - • 1 1 /4x11 7/8 VERSA R{M ,.� � •• � ••QR � OR EQUI V. � FLOOR PERIMETER INDICATED THUS, TYP . 11 7/8" BCI - 450 CMU WALL PER PLAN 1 . 9 D.F. � 16° (3)-- 16d NAILS � (4)- 1 3/4x11 7/$ LVL � EA. STUD, � SEE PLAN 2�- � �' � p, � N T. O. W. - --�..- —•-- --•-•- ----- ( 2)- #5's x N .- � � °zo°ococfl 2'- 0 U � a p o°� o°o , ( 4)- 2x4 COL. Z � � � � � 2�_ 0 � REBAR IN BOND BM . s PER PLAN o Z o ti n AND FULLY GROUTED � N ►- a' °' 2•_ � CELLS Z C' � � r i x SEE PLAN � •L o �' r°� � � 2)_ #5,S x� J � oo � .�.� �_. .�� �_ T. O.W. 2 - 0 4 SCALE : 3 4" = 1 ' - 0" � � � _ � �._ S3 Z rn S�E PLAN ' EXTEND HORIZ. REINF. Z I I I I O � � � U � � M � T. O. F. 2'- 0 PAST STEP TYP. � � � � � _ � � � I I I I ° � " � � L � pp . I I I I.�_ ��� � 2�_ 2x4 PARTiTION WALLS � o ° � � .� , 2 — 0 W •��l/�� 1 cn 3/4" T&6 PLYWD. I I I I � m .\ �� � � 2" GYPCRETE I I I l ` M � � � J � a CASCADE FTG. — �„_-- ---- -- --- � . - � � � N a � v� �— �� SEE PLAN 104 - 4 � - � � T. O.F. T. O. PLYYVD. � 104'- 2 5 8 �� � � t �: (E) T. O. W. //� _ - . : (VERIFY) \ \� '�. . . � . ' - a � � . EXSTG. CONC. WALL 7 SCALE: 3 4 = 1 - 0 " " . � • r'� S3 „ ' " 11 7/8° BCI - 450 1 . 9 D. F. � 16" � - . �� �� � � 2 TREATED 2x12 LEDGER W/ C� CONT. 2x12 LEDGER W/ �2�- 3�4" � x 6" EXP. ANCH . � I 2x4 STUDS � 16" O. C. W/ (2)- 16d DRIVE PtNS � 48� PAR7ITION WALLS 4 16" O. C. � � 3 SCALE: 3 4" = 1 ' - O" TJI BLKG. PANELS � 24" S3 � Q IN FIRST JOIST SPACE W/ � (5)- 8d NAILS INTO EA. PANEL, TYP. WATERPROOF MEMBRANE UP � CONTINUE BEHIND WOOD FRAMING ry � Q 1 /2" � x 10" A. B. 's � 48" O. C. 2" GYPCRETE, TYP. „ EXSTG. CONC. WALL ��� IN CONT. TREATED 2x IZ 2 GYPCRETE ^ �Lj , - � .: : - � 104'- 4 „ � . °. . �� � � �, 104 - 1 3/4 T. O. PLYWD. 3/4 T & G PLYWD. . �: - _ • 1 1 /4x11 7/8 VERSA RIM T. O. W. - �I a . - - OR EQUI V. � l�-z-� O . . . • r - WATERPROOFING 104'- 4 - ' a � • - . - - � �2,• TREATED PLYWD. � � w Q AND/OR VAPOR T. O. PLYWD. _ ' . � CMU WAU BARRIER PER ARCH x - � ~ W � (11 COURSES) � � 7 " I -- JOISTS P R PLAN 11 7/8" BCI - 450 � . . " 2x6 TREATED� fQ's DRIVE � � � � �8 E 1 . 9 D. F. (� 16 - : � � . PINNED O 16 ( VERIFY) F�-� � O NOTE: CRAWLSPACE - � : � � a . � I � �.3�— � � /4 � CONTRACTOR TO COORDINATE � ' � . - � . - . . . � _ - - _ �'- � . . : - _ _ - T � (E) 7. O. F. f"'� fi' i��`. - - � . d - . , - - !� /\�/�\��\Q\:\:�. � - • - ° . - . - ' . - - � - d : - �� � �. : " �i � � O � O ELEVA�fONS WIITH ADJACENT � • � _ . . . - � �- ' "- � - '� (VERIFY) UNITS, CONTACT KRM IF NEEDED �+ � j � ' � f • � STD. WIRE JOINT REINF. �f��%,���i - �, . - ' � � �- ' .� . • _ - . �. - -. :, . ' . : � d . • - -a � , � �r,�-� � HORIZ. � � Vn �.C. �/�f� ` _ ' Q-- .� : ' "� � . • _ . a '. ' .' �, • _ . . • . ' . . ' - � 4� - . a _ " . � ' � � - - - � � - ( � 5's VERT. � 48" ' - . - � :- . - . - � . - . . . . a - : -- ' : . - . _ � - O. C. IN FULLY #5 DWLS x �I ,� , • a- .� : • �_ : � : f - __ ' � . ' " .�• - ..° : . - � a , . , ,� a -. • • � w .. �► �s o.c. � L ' - .�.. ._ � - = � - - � �n � � GROU7ED CELLS IN FULLY 6" V 1 � � � GROUTED CELLS � a � � � (2)- #5's CONT. HORIZ. EXSTG. FTG. � t� 96' -9 3 4 TOP & BOT. � � �� T. O.F. ' � � = . - _- ; . ° ' � � � • - _ 2 SCALE: 3 4" = 1 ' - 0 " E"� O � S3 � � � 4° 8" 4" � � NOM . 2" GYPCRETE � � � � � - 4A 3/4° T & G PLYWD. � � � ' - ° � : _ - � . 6 • SCALE: 3 4" = 1 ' - 0" • -� � � S3 11 7/8 BCI- 450 1 . 9 D. F. � 16" � ' m 3 4" T & G PLYWD. I � ; - . . � � � w � � -o � ." ( 2" GYPCRETE 104' - 4 . o - . .- � _ . . � - . - - -. . _ • - � o. - - - -� . . � T. O. PLYWD. ° � • � - .a ° = . - � -. . . : . : - - � 104'- 4 � � � �, . CONT. 1 1 /4x11 7/8 LSL T. O. PLYWD. � �' '- � . I VERSA RIM OR EQUIV. Ia ,� • � � �" + i designed by JOE BCI BLKG. PANELS • . ',� drawn by STR BTWN . JSTS. � BRG. �p CONT. 1 3/4x11 7 f8 LVL � ( p ( 4)- 1 3/4x11 7/8 LvL LEDGER ANCH 's4� 36 " O. C. `' _ : _ ' . ` checked by » �/s sci - 45o - . : ; issued EXSTG. CONC. WALL I 1 . 9 D. F. � 16" ' BEYOND EXSTG. CONC. WALL �` - ' � � . I - � - � PERMI T 05 ,�03 /05 � ( �- - �-'- o - :� I I CONT. TREATED 2x6 2x4 STUDS � 16" 6x6 POST � - - ► SHIM AS NEC. LEDGER PER PLAN � � - = - � � I I CONT. TREATED 2x6 LEDGER PER PI.AN 100' - 0 � T� • CRAWLSPACE T. O. PLYWD. I - . - - - REF. SPREAD ,�_ , : � - . -� O � O FOOIING SCNED. I � ---� 1 }. CONT. TREATED 2x4 F� SHEET S2, FOR � � W/ DRIVE PINS � 16 REINF. . EXSTG. � a sheet CONC. WALL I 97'- 3 � = � � � °' � � T. O.F. : . .�- . . �a o : � . . � ( VERI�Y) � '_ . _ � .• _. • . • : - � EQ. EQ. . - . } ( 2)- �5's CONT. 1 '- 4" M SCHED. WIDTH 5 SCALE: 3 4" = 1 ' -- 0 " � SCALE: 3 4" = 1 ' - 0 " g3 S3 JOB #0411 - 04 M Town of Vail :� FF� � COPY TOWN OF VAIL Vail Building 5afety and Inspection 3ervices75 S. Frontage Rd. Vail, Colorado 81657 970-479-2142 May 20, 2005 Vail Building 5afety & Inspection Services Plan Review Corrections LisY Re: Bogard Residence Interior Conversion Building Permit #BOS- 0094 Address: 1388 Buffehr Creek Road, Unit #2 Owner: Thomas & Marina Bogazd Architect: Architectural Services Inc. Contractor: Nedbo Construction Building Code Edition: 20�3 International Building Code as amended by the Town of Vail Corrections are listed below. AMENDED 6/7/OS See attatched responses from Architect of Record dated 6/1/OS SheeC Item A-2 Proposed Family Room. An existing basemenUcrawlspace is intended to be converted into habitable azea. As drawn; this space appears to be readily converted into a bedroom or a room used for sleeping purposes. This issue will require an emergency escape and rescue opening be provided that opens directly to the exterior per 2003 IRC, section 310. 1 . To avoid thi� requirement the following shall be amended and addressed on the construction drawings: Amend the construction drawings to show: Remove the shower and storage closet from the floor plans. Add an additional note stating: "This room is not intended as a bedroom or sleeping room and shall never be used as such." Provide a notarized signed letter from the owner agreeing to the above stated comment to the Town of Vail. AMENDED PLANS S1iOW COMPLIANCE A- I Code Information Note Item 3. A mechanical permit is required for this project. Provide calculations supporting the required minimum 0.35 air changes per hour will be provided using a mechanical system. This requirement shall be met at time of inechanical permit application. A- 1 General Construction Notes Item 9. Provide copy ofwaterprooftng report prior to a framing inspection. A-2 Smoke Detectors/Alarms. When interior or alterations, repairs or additions requiring a permit occur, or when one or more sleeping rooms are added or created in existing dwellings, the individual dwelling unit sha11 be provided with smoke alarms located as required for new dwellings; the smoke alarms shale be interconnected and hazd wired. 2003 IRC, section R313 . 11 . Please provide documentafion as to what is intended in the existing unit and how interconnection of smoke alarms will be provided if exception # I does not apply. � � Pg.2 A-2 Party Wa1UFire-Blocking. A 1 " airspace is proposed between the new party wall being constructed. Fire-blocking is required per 2003 II2C; section R602.8, Item # 1 . A-2 Under-Floor Ventilation. Ventilation of the existing under-floor acea is required per 2003 IRC, section 408. 1 and 403 .2. Nothing is shown on the submitted documents. A-2 Dryer Exhaust. A clothes dryer is proposed for the lower level entry. Exhaust of the dryer vent is required per 2003 IMC, section 504.2 A-3 Treated- �Vood Requirements. Floorjoists for the proposed family room addition are located closer than 18" to the exposed ground in the crawl-space. These shall be treated materials per 2003 IRC, section R319. 1 , Item # 1 . After review of the structural drawings, BCPs have been identified to be used. These may be required to be changed to nominal lumber that is treated or maybe grade of the ground could be adjusted to maintain 18" clearance form the floor joists. If the grade is to be adjusted, the structural engineer shall review the proposal to determine that the existing footing is not under-mined. Fee1 free to contact me with any questions at 970-4�9-2142 Plans Examiner/ Building Official: Charlie Davis BOGARD RESIDENCE REMODEL ATTACHMENT TO ASI NO. 1 DATED: June 1 , 2005 The folfowing are responses to comments from fhe Town of Vaif Building Department and issues discussed in telephone conversations with them. The Contractor will implement the described changes during the construction process and will notify the Architect if additional information or clarifications are required . BUILDING DEPARTMENT COMMENTS : ITEM SHEE7 CHANGES TO BE IMPLEMENTED 1 . A-2 As displayed on the Revised Sheet A-2 PROPOSED MIDDLE LEVEL FLOOR PLAN and Sheet A-3 BUiLDING SECTION A �� � a. Delete the Storage Closet. b. Delete the shower in the Bath Room c. Provide a Clothes hanging Closet in the previous location for the shower 2. A-1 The Contractor will submit calculations with the Application for Mechanical Permit to support that the proposed ventilation system , will provide the � � re uired minimum of 0.35 air chan es er hour. �'4� 3. A- i The waterproofing report noted in GEfVERAL CONSTRUGTION NOTE No. 9, is required to be submitted to the building department prior to the framin� /'� inspection. The Contractor will notify the Architect (2) weeks prior to / / re uestin the framin ins ection. �'� 4. A-2 Smoke Detectors a. The existing spaces are required to have smoke detectors located as indicated in Section R313. 1of the 2003 "IRC". Field verify locations of the existing detectors and provide additional ones as required to satisfy the code. b. Wherever possible the new and or existing smoke detectors should be hardwired and interconnected . Verify with the TOV Building , (�_,� Department, which detectors have to be installed in this manner. 'VNj� c. The proposed detector in the family Room is to be hardwired and �/ interconnected to the nearest existin detector if it is feasible to do. 5. A-2 In accordance with Seetion R602.8 Item No. 1 of the 2003 "IRC", the 1 " �,p �, airspace called out in the TYPICAL PARTY WALL DETAIL On Sheet A-2 is "y ) to be Fireblocked ��� 6. A-2 In accordance with Sections R408. 1 and R408.2 of the 2003 "IRC", Under - Floor Ventilation is required in the proposed Crawl Space. The Contractor d� n will install a continuously operating mechanical system, which will provide a T��/� minimum of 12 CFM to ventilate the 577.5 s.f. space and will install the vapor Q,#�L barrier noted in BUILDING SECTION - A. 7. A-2 In accordance with Sections 504. 1 of the 2003 "IMC", The Contractor will � provide and install and exhaust system extended to the exterior, for the dryer unit of the relocated stacked washer/d er a liance. 8. A-3 Due to the level of the existing earth adjacent to the footing at the west wall � of the Crawl 5pace the, 11 -7/8" BCI joists at 16" o.c. called out on the � MIDDLE FLOOR FRAMING PLAN , should be changed to be treated 2x12 #1 Hem-Fir at 12" o.c. I ATTACHMENT TO ASI NO. 1 PAGE - 2 TELEPHONE CONVEI2SATION: ITEM ISSUE DECISION 1 . STC rating at Party wall a. The STC of 35-39 for each of the Gypsum Association Assemblies WP 3514, when combined are acceptable to the TOV Building �� Department to satisfy the required rating of 5TC 50 b. The Contractor will avoid locating electrical boxes directly opposite each other at in each wall of the assembly. c. The joints at the drywall layer on the interior side of the walls are to be ta ed. June 1 , 2005 Town of Vail, Building Departrnent Chazlie Davies, Chief Building Official 75 South Frontage Road Vail, Colorado 81657 RE: Bogard Residence Remodel Building Permit No. 805-0094 Dear Mr. Davies: I have reviewed the revised drawings prepazed by Architectural Services, P.C. and agree with the information included in them. I hereby certify that I fully understand that the proposed family room is not intended as a bedroom or sleeping room and shall never be used as such. Please call if you have any questions or require additional information. Sincerely, Thomas Bogard _ ;�� � I � �1 �./ Witnessed by �'�/�� '-"' - '+''���-� , MyCommission F�pt�es 03/21/2007