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The issuancs or granhng c+w r� R ,t � `�J J not be c�� :-..��t�be a permit for,or an approval cf,�..�,�� _ �„ p � � � � �' �' '� i any cf t'- -:.t��,ons of this code or of any other ord�nanc�c;�;, � � � � � � juris��c' . c~�,ts presuming to give authonty to violete cr c:z�ol the LA N D S CA P E P LA N W � W � P�o���s�� _��-..,code or other ordinances of the�unsdiction s��.l not be 1 �, �o �, ,� �, valid T�, E��ua�,cs of a permit based on construction docum�nts and � SCALE: 1/8��-1�-0° �, � � �, .� I� othEr dat::c�,�:l nct prevent the buitding official from requinng the � \�. � � I o � conecUon c errors in the construction documents and other data.The bwiding offic,ai��also thonzed to prevent occupancy or use of a '� �' \ � structurQ vnc�re in vi lation this code or of any ather ordinances of � � � \� th�s jurisdicUon .� ��..�..-� SHEET N0. M PLANS EXAMINER: DATE: UV ����' ��Ff_��Gc�r�b�G--�-- �L Ez`T'2 c c.�t-� (�C�r-�t`�"j ���..e� _ -._ ._--- — \ 1 �� . '' � i..���rir rrnrr�r • 1..ir��+�+.r ' 1�LV '+�i. �� etiir� ti+tr �+Y�VId ii0. wi.�. MAXIMUM COMFORT � 2X�2 WOaD ,�Ts � �' Ot � POOL & SPA, INC. 970-949-6399 Dc15TW6 WIN6 � W� T� 6Xb WOOD PPSf R�WOOD DELKIN6 j bXb WODD PPSf bx� WM UEAM � IXI5TIN6 $�OLER RDOM � TO �E PINI� WITrt �rn� �a� � � v��r vu�t�s�r�s) W U � z IXKTIN6 AGGE� DOOR TO GRAWL W SPAGE t�152�0 / 2xIZL�GE�R GoMFLT�D 0 Q Z fUd�68Z5 WITH 3 ROWS OF � TYPIGAL / GORROr'ION RE515TM(f � � � - 1J165 I/Z"� x 6" � I bu OL. � W � Q ; � o � - — — -1 � W � ° � Q Q LJi.I W � o � z � DECK PLAN � : � � z . SCALE. 1/2"=1'-0" 5`����L� ,� J ��,� �� 3tt,j � � � �c�r� U a�r�, sr�ucn� srw�ru� v� c�,ira�in: w�vow w � ,�� �� Mnx. �nc� rm. �� �° ���v��� vECOw�r� �„ ^�^x vecaRnrnr� ���� 0 SPAGM6 TYP� P05f EXISTINF� STRUGTUZE � , -�,� b,ti1JyTHZ pAL.tJSf�R 5TN � �► Dn5TIN6 � PATIO i � � � DEGORATNE DE(•ORATIVE � �� " / PGORI�R GORi�R PJST ° � `\ i � � % R�DWOOD R�WOaD FI�1511 � � � / ��ry � / 8221' (FlELD VERIFY) � �8221� (FlELD 1�ERIFY) \ `f � • ��� Y bx�b R9v( �� DEGKIW6 WITIi� � FGGdb GAP �� � ELG66 GAP � � ' bx�6 RIM � � SNONMFiT Tl�iN6 � � ZXIZ L�6ER GONrELT�D TREAT� PLYWOOD \ WITIi 3 ROWS OF DEGCM6 WIThi o � 2XIZ LFD6r�Z GON�EGTEV � GORR0510N RE515f/WT SNOWMEiT 11�p�6 FLG66 GAP WITH 3 ROWS OF \ Ui65 (/Z"� x 6" � I6° bxb WOOD PJST GORRP"ION RE�ISTANf ` // OL FOR 6ROl�D � \ UI� I/Z"� x bu @ I bu OL `� � . bxb WOOD IXI5TIN6 �OL�R RDOM EXI�TIN6 AGGE� DOOR d xd WOOD P05T % P� TO DE FINIStf� WITIi TD GRAWL SPAG� (TREATID Ll)v@ER ��� � � LISTF� FOR 6RA�D / � VERIFY D9v�1J�lAJa) � ��'� \� w � IvETAL RODFIN6 0� � D(15TIW6 � a o GGIvUU WALL / % / IXI5TIN6 GIv�J (3) — 3/�"� x Id' , PROJECT N0. 51..OPIN6 � o % � WINFi WA11 DlPAN510N $Ol-T5 I / XXXX `� / / , �/�i' EAGi P05T `� �� �'� ' I � /� / % � ,,. �,��!���%!�:�!%���;; � f % �' % / / � '/'/i:' �%i!i�/i�/%%�!/' �%�/� �/� � .�,�\/�� /. D(15fIN�J �OLER ROOM / � \,\�,��'\ �\>'��� �, � �\'\ � „ / ,/.//\,/\,/�//\/,�,/ ./�,/\// ,,./� TO DE PINi51f� WITFt I (3) — 3��F°q► x Id� (3) — 3�iF� x�0'� � �.���'\��\��\�����\���\j�\`'�\��.;���i���% % tu�TAL RDOF (Fl�D o D�A�KION �OLTS % D(P/W510N D�G T5 , ' ��i��'%!��%%�!/\!��%��!����\!�!�\��\��\%� �\ � / / — ;/ /i�//�i,;/� ,/�ij�/.�Y�/ VERF`f DIIuEN510N5� EAGH P05T � FAGF1 PJST/ �,!��!\� C���\\r�D(15TIN6\,,6RADE�,i����;i\�%��i� \ ' / ; /.��i�%�'��'��j�ii\%j��//�/j.!j�i; �/ �%�� /.� /' � ; ` � \ \ \�\`�\��\��\;` �/ / i� � j�/��/,%�/i���/i%%�\�/\�/���/��%��/��/�%��%j�/�'%'�/� , i j� �\��\%\\`�%\\`\i\j`�i;�i\�,\:`,j/%\�i;��'`��\ '� DECK ELEVATION A-A DECK ELEVATION B-B 2 SCALE: 1/2"=1'-0" � SCALE: 1/2"=1'-0" �p REG/S j SHEET N0. Qa��...... F �0��{a.\GHqFC�.A�O O: .<. } �� 14g65 m: .r ; . • . Scrn��q�E � ti _ _ � � /� � � � � _ �� � . � ' , ' -� ` _ , � , �- � ' � ' � ` , ' . _ ' - � � _ � - , . , ° ' � � 1 _ , ' � ' � _ � � � � ` y , ' � � � , i . , � , , - . - I , . ., ' � _ , . � , � , , _ ' � '� - � - � ; � � • p � • • � _ � A , " . � { � _ r � � � r _ ` � ' ' � ' _ � r� � . P � � T O1FI�' IC � � C� � 2 � � � � � � _ . , �_ _ <<�F � � � �� � m - � � � -� � - � , - �� � _ � �� V �. I �. � , . C� C) o . - � 1 �i �'� �� � , ,-� � � � � . . �`�� . . a � Q g � o � g � �t 4 � 2 i � � � � �� O � __ � , k . �����§� � - . . . _ ,�, .�.�, � _ � . �„ �� - _ � � . . .�r-a_ �_ _ _. : � , , � " �� � _ ' i � - ����,r'� � ` , + i � ' �. �e"� ,� � �� = i �E��I��.. �IF � 1�IE�.� C�.A.� � ���"��'�J�'�E �� ���.� �I ��'IEt��'� , , - , APPROVED � � � x � � ' 1' - Commurnfiy Development Department � � � , ° � ' � - r • Building Safety and Inspection Seroices , ' �� � . _ _ , _ , TOi�'NOF YAtL �►o��- - '� ^ � r�« ' � Section ~ �'� � � � � 0 International Building Code/lnternational Residential , _ � � - � � - Code al�dity c?�crmii. The issuance or grantmg of a permit shall � �`� _ � � ` ' not be construed t�bc a permit for,or an�approval of,any violation of �." Y _� � � � � � any of the provisions cf this code or of any other ordinance of the � � ` � _ ' � ' " junsdiction Permits presummg to give authonry to violate cr cancel the _ � � . � - - , provisions of this code or other ordinances of the�unsdicUon shall not be ;� � ` � ' � � , • • valid. The issuance of a permit based on construction documents and , F""� � � � ✓1 , � other data shall not prevent the buitding official from requinng the w _ ' - correction of errors in the construction documents and other data.The , � _ � - bwlding official is also authonzed to prevent occupancy or use of a � � � , � . � , � f _ � � � ' � structure where in violation of this c de or of any other ordmances of - , �° , , � , , � � � , , � - , _ this�unsdiction. � s , � , ' , - � � PLANS EXAMINER: � DATE: � � . _ , ' . r"� , � . y , ' - _ .� , , , - - _ , _ , � - _ " i , . _ _ , � � _ � � ��'�o�. D�� ��--�At�S . . �� �. � � ,'� � � , . � , ; � � . - . � "� �"�� vN�,,s�� ���� � . � . � � ~ �� � - � � � - � a � _ � , , - ? �� �� ��r�-� -�,v��,� � � " �� � � , y � � � � � � � �- �� � �. a-� . � � - � � � � � � — ; � � � � _ � a _ � � ` , � _i '_ _ , � , � � ., ' � � � � � � � � , � - � . .� _ ] . � , _ • � _ . , � � . � _ � ,� � pq � T�LE ��' CC�l�TEl�TTS � J.ULY 2$ - 2005 � � - �� � � - � _ � ��� ° � ��� � � , _ . . _ `� "' " � � :� � �� � - � �.��� � � � , c� � �� � _ , _ . � � � � _ - , , � � � � ' . � � - � � � - - � � a.a i� _ � �'I'��I'EI� S�tJRVEY , � S 1 GEl�TER�AL� N4TES / DETAILS � _ ►� t � I . S2 FO►I:1NDA Y(�N � P -AN � , , t _ � � ^ � �I�1 � TE DEVELOPMENT PL� _ T L _ , � ; LP1 �XrI'ERIt�R LIGHTING PL.��1�T S3 � LC�►�'U�ER �FI�QC}T�.� F���.IWIING PLAN � � � . � � � ' 4 S _ , ' •, o � � 1-�1 ZJ�PER I.IEVEL FLOC�R PL.��l�T� , S4 IJI�PER FLC�OR. �'RAl�/IINC< < P' -LAN � - � . p�.-� i - � .� L�WEl� LEVEL FLOC��.Z P�.��N S4 R(.�OF F���MING FLAN . ^ � � = H � .` - � , v� - � � �A.3 �AS�I�/I��'I' L���EL FLOC�R PL1��l�T . . �� , � W j � , 7 1 . .A.4 S��.J�'I� AI�TD EAST ELEVATI4 NS . _ _ o � � A.5 l���TH �LEVATI�N - � � � �-t+ � � � � A� �E�rT` ELE ATIO►N - . y . � � - . � "f' �� � , � v , . �. _ � A � I�i�IN �CTI N A � � � - . � � - � � ' 8 I.J GS O A - � s ; A.9 ��.TIL,DIltiTG SECTIC�N B B � � � � � . � � �� � � � �� ` � �_ , 1 � A10 ��.TII.,I�IN� SECTIUN C � � . , � � � , � � � � � � I�1 Il'�T�I'�RIC�l�. ELEVA7C'IONS � - � � � , . � - � ' .� � - � � a . � � - � � � W = a I�2 Il��`ERI�I� ELEVATI(�NS a , � � -v � � � � � o�� � � , � _ _ - � � . , _ � ,� � . . � I�3 I�TTEI�IC)Y� ELE�ATIOI�TS � . _ � . , �. Y - ` : � .� , � . i _ � � _ _ � � _ � , _ - � � - � � - - � - � _ , a � � _ � � � , . . � IE4 I�TTERI�T�. ELE'V'ATIOl�TS . - , , . � �. , � , .. . f.�l � �� � . . . . , , t _ � � � � ' , . I�'T1 I�l�'�TA.II,� : . 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M _ FOUND PLAIN �9 0� � = 8287.81' (NAVD 88) � _ No. 4 REBAR $ 82�� � �� � '° 2) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY O 5 e �o DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, � 0 08 8Ve2 i � os o4 MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS � \Q 2 � os o3 03 FROM THE DATE OF CERTIFICATION SHOWN HEREON. PH tJ2�o 0.8 - � \ 10 �� 3) THE BOUNDARY DIMENSIONS, EASEMENTS AND RIGHTS OF WAY SHOWN HEREON ARE PER THE RECORD nE wnLL 03 PLAT FOR THE SUBJECT PROPERTY. 0 '� , �— (TYPICAL) \ �, �'\ � N7 . �s 4) VERIFY CURRENT BUILDING SETBACKS AND RESTRICTIONS WITH THE PROPER GOVERNING AUTHORITY. � � � � 7 4�, o s � \ � � �� � w � 150 82 � 5) VARIABLE DEPTH SONW ON LOT AT TIME OF SURVEY, OTHER FEATURES MAY EXIST WHICH WERE NOT � \ � •OQ' _ 2p � SHOWN HEREON ���2� � _ � 6) GORE RANGE SURVEYING, LLC DID NOT PERFORM A SURVEY OF THE SUBJECT PROPERTY. BOI�NDARY � � � LOCATION IS APPROXIMATE IN RELATION TO THE FEATURES SHOWN HEREON. � � O� � � � � 04 p � � ` � `��, N N ���4 � �qg�41 5 \ \ \ � 04 � I � , ` oR�sr , \ , N �, o R� � � o � � �oN� —� . � �5� R � , �� � _ �.� � o � ��t aaa � � � SURVEYOR'S CERTIFICATE � � � � • �, � _ STO E WVENEERTM � `_ � ' � �37•` ` � � 2 6 (TYPICAL) I, SAMUEL H. ECKER, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF THE STATE W � W � � � � � OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS MADE BY ME AND UNDER MY Q � Z _ � � a2asi � -- -� � �23� SUPERVISION, AND THAT THE MAP IS ACCURATE AND CORRECT TO THE BEST OF MY KNOWLEDGE. � ° �' \ 8234 � �� � \ \ �a,, �, _ ` � � \3s(s?�'3 p,DO L � � � ..., y� �O LOT 5 ` � � ` ` �s2azo SAMUEL H. ECKER — — -- �.����A�••�o — (�j (ij N � __ ` ` � � COLORADO P.L.S. 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Ai0 I W w 8 fledia Fixed 0'-3" 12'-0" x 10'-On � � � _ ( F"' O � E � � - - - - - - - q Media Fixed il'-3" 5'-6" x 4'-6" Trap Field Verif � f � EXISTI ( � - � - - - - ,- _._. _ .� / � 45 p PA�"10 � � � � � 10 Media Fixed ii'-3" 5'-6" x 4'-(0" Trap Fietd Verif ( � MEGN. � 0'�p /� � O � � � o � 11 MCdiC� (2� Awning 0�-3° 4�-6�� X 2�-3�� I { � � � � MECN. / / 4�_��� �pi_On ' � ,4�_�]5��� � � � W/ Fixed 2�-fo" 4'-6" X 7'-�l"' Above � � � � '� (CONCRETE� / � � � � 12 1`1edia Fixed it'-3" 4'-6" x 2'-3" Trap Fietd Verif I � t � �" � � / f � - � � � � 13 i"ledia (4) Awning 0'-3" 10'-0" x 2'-6" , I � I I � 8207.0�� / / dp � f W/ (2) Fixed 2'-q" 10'-0" x 5'-6" Above I I I I,�I/� / � N O I 4 0 � . ' _ 14 Mcdia (3) A�.uning 0'-3" 2'-(0" x 7'-6" ' I I I I / � � - - ` W/ Case 2'-�i" 7'_Io" x 5'-6" AboYe � � � � ' . ' � , 15 Living Fixed 3'-6" . 12'-0" x 5'-0" Replace F�cisting nits - _ � 16 Living Fixed 3'-6" 6'-0" x 5'-0" Replace EXisting nit t � � C = - , , � 17 Kitchen 51�ding D X 0'-3" 8'-D" X 8'-0° 1 � � � � � � � � O _ 18 Kitchen (4� GUSe < X X � 3t-9u 8�_�n x 4�_6u I d. au 8��6u 3(�� 1 rj}�n � (��� �- ° 5�u � � " ' �, ' Q W/ F1xed S'-3" 8'-0" x 5'-6" Trdp Above � , � 3'-6" -� \ �' lq Kitchen (2� Case < � 3'-q" 4'-0" x 4►-6�r , - 20 24 1 � 2a� � , � � N - -C� � _ . W/ FiXed S'-3" 4i-0�� X 4� �i° Trap Above I _ � °cv � 33 .� �2 BaTl-1- 5 \ , � 0 . - 20 SC Right 3 -0 x 4 -0 Access Door sn � � t ( 2 (MARBLE TILE) \ �. ►�i . ►-�, 21 Spa . Slide Fold Or-3" 21�-0" X 8�-0�' ' ` I ` f � BEDROOM 5 � 43 � U O � 22 5pa - � i 3Q l�A 28 30° ' , (GARPET� � � r.,.� , O V , 23 5pa 51ide Fold 0'-3" �l'-0" x 8'-0" � � i +30" I 12� 4 3r � �� a ^ , _ � � � � ..,,, ' p4 '-a 24 5pa � v' ' , - . , 25 I"{ Bed Case Right 2'-3" 3'-0" x 6'-0" , _ � - \ � y , 26 M Bed (2) Full Lt < > 0'-3" 6'=0" X 6�-0" � i � } O ' 34 \ �' � 27 M Bed (2) Case < > 2'-3" 6'-0" X 6'-0'� ' � _ � � � � � N � � � 28 M Bed Fixed 2'-3" 4'-0"-x 6'-0" � - 2� � ` � - 2q M Bed (4) Case < X X > 2'-3' 12'-0° x 6'-0" ( �� � , � � i i �'' , �U" ' , 30 I"I Hath (4) Gase < X X > 2'-3" 12'-D" X 6'-0" � DRYER � i � c, �T� Q 31 Exercise Slider X O O X 0'-3" 10'-0" x 8'-0" I , � � � — — — — ' � _ r� � � O o ��� � , 32 Exercise (3) Gase < X > 3'-3" q'-0" x 5'-0" o _ i i 2$ , ^ - 33 Exercise Fuit Lt Right 0'-3" 3'-0" x 8'-0" � ` � VOID � � � ; � u � u � u m � WASNER i � m � �; . � r 34 Exercise Case Left 3�-3'I 2�0�� x 5�D'� � i UP 820'7,3" . � I � s '� , 35 Bed 2 (2) Full Lt < > 0 -3 6 -0 x 7 -6 I (WOOD) � � ,�1��- � ' �"� 36 Bed 2 (2) Full Lt < > 0'-3" 6'-0" x 7'-6" � 3�_gn � I ' � � � �i � n " 37 Bath .4 Case Right 3'-5'� 2'-0" X 3�-6'� I ► �_ 7 �� �� J �-- - - --� �1► � 38 Bed 4 Gase Ri ht 1'-11° 2'-0" x 5'-0"' DRYER t 6 5Y2 _ • � �� � � �"� Tt 3q Bed 4 (2) Full Lt < g 0'-3" 6'-0" x 6'-8" ( i 27 `�w = _ �1 � � I � � �r� 40 Bed 4 Gase Left 1�-11" 2'-0" x 5'-0" � � O _ � F � � / w v � � , � 41 Bed � Fixed 1'-11' 4�-0" x 5'-0° � � � ��.r 3 2�� r � `� � � / 5 1�h l C ��2 t a� O � 42 Bcd 4 (4) Gase < X X > 1'-11" 12'-0" x 5'-0" ' WASNER ' C < X � I'-11" 12�-Ou X 5�_0'� I i C. � \ �� ) SEDRO01"f 4 \� - , � � �� PE�I/t� ?��'3 �'�'1 �j,� � ' 43 Bed 5 (4) ase X � , 44 F)ed 5 (4) Case 2'-11" 10'-0" x 4'-0" ,' LAUNDRY � ��� � �/ (GARP�T) �� � ( / ,42 O � ►�, � \ �, 45 Mech (2) SG < > 6'-0" x 6'-8" , I � � �'' � , ` ! � � � � , , � � � _ � � � =� I � / �Y � I . _ a � 21 � � � � � _ _ _� � / �' ' ` NOTE: � �6" � i 8213.05� i � \ � � l � / �Q , SILL NEICNTS ARE F�20M TOP OF PLYWOOD, FINISNED FLOOR 1S �, ► � / APPROXIMATELY 3" NIC,NER. ( _ � ` � u� � _ / � ' FOR DIVIDED LICF-ITS RE: ELEVATIONS. "v i n f� � `� _ I � +30 30 n BUILT-IN ��SK� � _ . N � . �., � � ' o I I , N L _ ' .-= 6= - - - - =..�-'-� '° - . , ` , SATH � 1NTERIOR DQOR SCHEDUT�E ' , . . �o O (MARSt�E �4E) 2� II m � 11 II II �\ {I ry � � � , EXISTING 48" 23 , 30"� ll � n � Il If � �� II � �s°vEN�i�nzESRip�rrr t� RUOM TYPE JAMB NINGE W x N REMARKS � - FOU N DA�T I ON 26 �E4 2�4 --� � -� u- --�� � -� - �i A ARCHITECT P C• � ' 4 — AtL RIGHTS RFSERVED - 1 Garage SC 5 112" Right 3'-�" x 6'-8" 20 Min. W/ Gloser � , o � - � 25 � _ o �� i o , 2 Entry SC 5 1/2" Left 3'-0" x 6'-8" i� � �5 30"� � r _ � r � , � nns ooc�-r;,wn hre me�.+ 3 Media (2) SG 5 1/2" 6`-0" x 8'-0'� Pocket � S�,Q�� 7'_Oyu - � 6�-p m SJ�� IV47RCMfM'bFPROFF,SSfOVAL _ AhU DTSIQ�'911EAC AL At3 , � Powd�r cJ'�. �XlStlfl9 � � _ SDt�7Ck,1ST1tEPROPEBTYOR 5 Kit�hen 5G 5 1/2'� 5'-(0'� x 6'-8" Potket � � c,��� ° r���� , Q S7EVENL16fF3AIDINAfA ARCf�2'CCI'P C,AND 2$NO'I'fOBF � CSID A7 WI10Lk OR PAR7 WR7IOUT ' TfIE tSRTI'CEN AVflIORIZATTON OF ' 6 Pantry SC 5 1/2" Left 2'-4" x 6'-8" Reuse Existing Pantry Do r g'E`'�'�"�"`�`'' ` 7 Spa � �- - - --� - -� , n�cwtx�cronsiw.trxonoiciaY . 8 Spa 37 38 O � �.a�or�,�oNSm�-�,�,r � LNSPECf AND SURVEY ExI3[INO —F SpQ � � � WORKONT9�DitAWl*IC3. 171AT 7tiOSE 5}lOK"V AEFS.EC7 O I�q � TI�LOV1RACfUASAALLAEPOAT , tO SpQ - � j ANYVpRIA'([CI.V90RDISCALPpNC&S � ll Bed 2 SC 5 I/2" Right 3`-0" x 6'-8" � r°"��`��"�°'� 12 Bed 2 SC 5 1/2" Right 2'-6" x 6'-S" 5 " q'-10 " � s �2 , �2 8�� 3�-I1�� 2�-O'� 4�-3y4� 2�-On (ou 4�_Ou 6n 2�_Ou 1�_�l3 n ka �, 13 Bath 2 SG 5 I/2" Lef� 2'-6" x 6'-8" � � 14 Bath 2 SG 5 1/2" Left 2'-6" x 6'-8" I � 5'-0" f o�„�B� �N 15 Bath 2 Shower �a 1/2" Right 2'-D" x 6'-0" Glass Tempered ao PATIO 16 M Bed SG 5 1/2" Left 3'-0" x 6'-8" � I D4� �`7 �, 2� 17 M Bed SG 5 1/2" Right 2'-8" x 6'-8" � � � 6 RE175[ON DATE ASIIAL , 18 M Bed SC 5 1/2" Right 2'-8" x 6'-8" - -- - - - - - - - - - - - - - - - - --� lq t'1 Bath 5hower 3 1/2" Both 2'-4" x Full Ht Glass Tempered � , 20 Drassing SG 5 1/2" Right 2'-6" x 6'-8" - 21 Exercise SG 5 1/2" 8'-0" x 6'-6" Pocket � ' '?2 Exercise 5G 5 1/2" Laft 2'-6" x 6'-8" EXISTING WALL , , 23 Dath 4 5hower 5 1/2" Bi-Pass 4'�-0" x 6'-0" C,lass Tempered � �� . 24 Bath 4 SG 5 1/2" Right 2'-6" x 6'-8" 3 g � _ NEW WALL. _ � 25 Bath 4 SG 5 I/2" Right 2'-b" x 6'-8" � Aq _ , � - - - , ?6 8�d 4 SC 5 1/2" Right 2'-6" x 6'-8" - � A� �i � � , WALL 70 B� REI"(OVED �F C��0 G 27 Bed 4 5G 5 If2" Right 2'-8" x 6'-8" c�t - �Q.'�� - �-9� 28 Nall Existing � METER ', , 2q �cd 5 Existing , � � � JAMES � - 30 E3sd 5 Existing � - - r 0 1 _ 5 , - � 31 Bath 5 Existing � , ` � FE�T � Zp2680 � . 32 Bath 5 5hower � 3 1/2" i�ight 2'-4" x 6'-0" Gtass 7empered " , � , ' � V 4 . 33 Bath 5 SC 5 1/2" Left 2�-6n x 6�_Su , - ° ` ' . ^ , ' � 1' 5' 1�' ' ��� C��y \,`<V , i , . . � , „ D AR� � F � - , - , _ � , . ' � � J BA�SEIVIENT LEVEL FL�C�R PLAN � � 1 • \ � � � . � . - SCALE 1I4" = 1'-0" � � ' � . - - , . , _ � , - ° , A ' - � - ,_ � I ' , 7{_O,� ' AS 27�_6n � -' ° ' _ r ' ` _ - _ , i , , , . _ , . _ ( � ° _ , _ , � , , , � � � Y � ° ' I .� � _ � � � � _ ` � �r j z � l V � ' � � � � _ ' E-+ , � � � Y � �-� i-� . 8 � � F7 � � _ f+ � � �Aq w � , ' � RIDGE 8247.8' , , � - - , � � Q �. – — — � � — � . — ____ � _ .�. _.... , — � – , , RIDGE 82�47.0' (MAX1 � ,� ' � � � ' � _ TOP OF STRUGTURE � N w C � - - M�o � ° � ' � �� � - A10 _ , � �c�N H r, R1DGE 8238'-6 5/8" , � ' , w a°�� � � ` , _ �" ' _ , , ,� `� , , . , � � v0� _ � _ , , � r s � ' _ 4 � , - , � � �- '-' Q a� � E� , ¢�, c� E D ` i - Z �.>�- � , , - y - , ` W a • -� � ° ` � " � � � ¢ � � � w . _ / '\ 2 / .� O � \ / \ � � , I . / \ , � / V � � � � � � . � . � � � � � � / , � \ / � EXISTING GARAGE 8231.8' I \ / � � � , 6 � - 1"tEDiA 8230.8' -_ _ ,� D71 — .� � , �. ` .— � .�. � . , _ �� ' � � � � l * ►`�+ O ' - S4UTH ELEVATIC�N � � o, . , SCALE 1/4�� - ��-��� - � _ W o � _ : � a � < < Q o � � � . _ �� � - � � � �. A W o � � ` A8 � � � ' R I DGE 8247.8' ' , ' + � � — ____. — ` r. , � ►–� - ; R I DGE 8247.0' MAX � ____ � _ � _ _ ____ � � ^ ____ � ____ _ _ - � � ✓ � ) � ; - r OP OF STRUGTURE ' � DT2 '" ---- RI DGE 8246.1' _ -� � � U�'� �.. - .�....�. _ ~ —`__ . h'� �� 1���'�1 � r����� 9 ,o ' � � w EXISTING ROAD Q � Q� �/ � STONE VENEFR EXISTINC � ., `l � ' RETAINING WALL � M�I .O � �, � r""� . DT1 d�- � ' ` - ►=-� � O �8 11 �4 D7"2 � 5 ' � D71 10 15 16 EX15TIf�1G GARAGE 8231.8' � � � � D-i-� � � �� � � MEDIA / STUDY 8230.8' C COP1ItlGH"I' — — — — — —. — OSTF.VEN JARSFS RIDEN A 1 A ARCHITECT PC ALL RIGHTS RESERVED nas flocEa�-r,a*m nte ID�+a �u.v nEStcaas st�¢Eny,�.s iv: INSYRU\1FNt OF PROf'ESSIOhN. ' � LIVING LEVEL 8226.8' ,� SEAViC2,L7713EPROPEAlYOF 6'If.YFN 7AASf3 RIDE�tN A . - / .G� _— _ _ — ARCFQ'[kYTPC.A`.VL9hOTT06E . V�1?1 RTIOLE OR PAR7 WfT2iOQT TF�X7t1Ti'fN Al�'CFiOA,17ATION OP 3'I'El'EN]A71¢S RIDFN r AGGESS PANEL - 20 - TI�CONTRACIDRSFLiLLTHOROl7C'�dY , L�SPECf AND SGRV EY IDQSTfNd - rt¢n corromcros 7n vEwr�r � / ` � , n+nr�mosE stiowv nFrcECr „ � W ORK ON iHE DRAU'R�GS. � � � � � � . / 25 / \ / 27 ' �����RS},�.,,,�o,� 21 \ nvv vnauno*rs ox nrscncrra�cgs ro rrg aacFVrECr a�one PROCFFDMG r � / G� � � ` ' ! ' I ' � / DRANM BY �� � DA� MAY 23, 2005 t ' � RLVISSOV DATE L�IIl7AL : 5PA 8216.3' MASTFR LFVEL 8216.3' � ,,� ` — ----- — — — — — -- ____ ._ ..._ .— � — .— _ — — — — — _ , , fr — . , II � 1 � i- � � . � l I I � 38 / 39 ' � �J F C� l� =�! 6 ��0 �p�9 � - D � � � � o � \ � S N JAMES � EAST �LE�ATI4N _ _ � , _ _ _ _ T _ BASEMENT LEVEL 8207.3� � � SCALE 1/4" = 1'-4" � 2�2��� ',�� � � ��� � � FtNISNED GRADE � p ARG � . EXISTINC, GRADE _ - - � - , F - � � � _ , _ , � � ' ' - - �' - � � _- � � - � ' , , _ , , , + ' - � � ` � , � � � , _ - , . . � w � ' � .. � .. 4 ' t ' . �. � � � r . > � . . � - . / u \ i ' ' ' " � ( � r ' � x � ' ' - � j n r � i � � �.,.y . � a ' ' ` _ 6 f a � ' I �� ' � � � r � � ' a �1 � � - - - � �.� (,? � , � , , . � Q . t _ ' Q " � �, � . � �""r oo O � r � M . N (S] - M 0? E•^ � � X�ra � _ � p �� � - ' � ' - � wo� z Q� � U a� �' - �-, u- �-� z, w,.,a o ¢ , p ...r- U , � Q°� .� �,>" x _ W �' =� � o � �. ¢ 'w w 'E-+ O � � u� p , � , w , � � ' W � � O _ U Q � - EXISTING GNII"fNEYS � � � F� n Aq COPPER SNINGLES TO MATGN � �""� - - EXiSTiNG O � �Q - M � � RiDGE �247.0' (MAX� __� ---- _, G � M ' i OP OF STRUCTURE _ ' ' _____ ' ' � � , � E–+ ^ � T � � — — — A10 � � i21DGE 8246.1 �T� O (� ` . �C 7� w ►-� � � � � � � - RIDGE 8242.8' „ � � � -- � (� TOP OF STRUGTURF O � EXISTINC, FASGIA TO BE (�] � � GOPPER GLAD ^ �-+ � ,� N EW FASCI A TO MATGN � w DTi ' _ FXISTING (COPPER GLAD) � w ,� _ � a 2x WOOD FASCtA � a/ � _ D71 D t ''`_' 1x6 wOOD �,..� � a t3 i4 �,;�'' � �;' �'` /' `�'�- � � � �y,,,/ \ f' �'�� �'� COPPER PANELS ' .V7 � d' i` �� , � �� �\ �� ,i�� ��, / \~�. /���, - COPPER ' ►-� , � � � j � � � � � � ` � � t� EXISTING GARAGE 8231.8'� � � • MEDIA LEVEL 8230.8' D71 - ', — — — — 6x6 GOPPER C�AD POST COPP�R \, ;,�.� ,- , � . � ` WOOD �--_ 2x12 NARDWOOD (SANDED � -- W/ CROWN) � LIVING LEVEL 8226.8' � LIVING LEVEL 8226.8' � — ^ � 2.c} � , , - O TOEV NGJAlItES R1DEN " � ixl HARDWOOD PIGKFTS �1,� ARCf�1TEGT PC. , . r1LL RI(3HTS RESERVED GOPPER GLAD DECK FASGIA ������� ���m� / \ / \ AND J7E4IGN9IiEREIN.AS AN \ / � \ / \, FRVICEt 1s�'ltISPROPPRTYOF � _ � ! � - \ � \ s�v�xau�s xm�.v au . �� AACiffIECIPC.ANDL4NOT708E llSF�Qi RNOLE OR PART WL1'ROV! TF1E tVk17Y'ET7 AUTHORIZATWN OF _ s�vex u�s ame+ 23 / \ / - , . 28 D � 2Q DTl , \ �� � - txses�cr��wnsunvereusmcoucrav � � �. Fm.n coxnmova m vEx� nUS�tose sr�owrr�£cr � wORA Du7FgDItAWC�03 T1iE CCJt�'7RACfOR 5fiA1L REPOBT „ � ANY�ARIATIONS OR DL4CRCPA`JCfEy TO 7TTE ARCFffCEC[iSfFO&E ' � 5PA 8216.3' � - 1'1A5TER LEYEL 8216.3' ,� PROC�MO �- — — — -- — — - - — — _ � ,. ' DRAW'VRY �N EXISTING RETAiNING WALL oa� MAY 2�, 200� ` � � � � / � TO SE REMOVED � B AE�7SICLU OA'fE C.TIL�L, � � � � � � • COPPER GLAD BRACE ` f� � � 41 � 42 6 � � �3 / 45 �` - , . � DT1 i � i � � CUT STON� CAP � � \ � BASEM�NT LEVEL 82D7.3' —r_ _ ____.� — — _ __ A . , , ' ��0� �OCO� �Q' 90� . ' . ` ' ' EXISTtNG GRADE y E � � , , (NO GNANGE) ' , ° � 202680 � . � , r _ �� ,��� , , - _ �s � AR�� . � � . � t . � . , _ , - , � , , ' - - ; N�►�2TH ELEV�TIQN - � � - ° � . � ' � -� SCALE 1/4" = 1'-0" - � � - � � , . , , • ._ . _ _ � , . t � - , i � ' � ` , � � � _ r _ ' r , , � . - ; � , . :; , ` � ' ' ' �• , , � , . � - ` v� ' , � _ , ' , ° ' _ � , _ C) , ' - , isl ' s � " ' �' , ` , ` E" ` ' � . � , - - rti , V , � ' , , � ' � " � d � � ' - Q - �-, , . " ` �"'� oo O : - ' ` n/, N r`+'-� r� Y . �� � .-+ � n . � �'�ry , .. - r!, Q r,,..., � - _ F� (1� �� < �-+ , . � W Q� ,7i , Qr V J v, ~ . c � � �-, �, .,-, z ` � � "'� U d°` .., � F.., �" � � - W � w � o � , °" 4 w w [—� O �� x , . w , m t , � w � � � � o � � . � U � � � � , �� O � ,. W - � v � � � � _ p � � . � �� � ._ r. _ � � — ____ _ .._ R{DGE 8247.8' - �, � M _ — . M � , - A . � E"'� n ; RIDG� 8246.�� _ _ — - - Aa . - W o � ; � � • � ,�/ ►-� r7-�, ' • W � ,,,,,� _� ' � i � f �-�1 " y RIDGE 8242.8' — — � — , — — , — — � (s.� _ , TOP OF STRUCTURE COPPER CLAD EXiSTING ROAD � � z W � � � DT 2x YdODD FASGIA �/ � - �� ; � w � � , . , � � w . c� COPPEi� PANELS ' ��� I STONE VENEER � �Yi � ' ' ; —. � ' � � t--� � � \` � a `',,% i COPPER PANFLS � M..� 6 ix6 WOOD DTt DTi ,�'�, DTt ,� `, �-�+ ` _ � ;. ; `\ f--�, — --�'--- -�-� COPPER 50FFIT5 �}�.. ►'� ` GOPPER GLAD / �a � '`�,' � �.,,� i� I � a . i Q � �` � � � ` � , ;� `�, . � � � ; � _ ��, ,;y ��, i� j ' EX I ST I NG GARAC E 8231.8' � \ 3 / � \ / / " � , \ DT� / ,F'��'� \ / //'x` , , I _ � / \ / \ - � � LiViNG LEVEL &226.8' � / � � - � BRACES � ' 35 36 cQ coP���ucx�r S'T�VEAF JAMES R1DEN , , A I A. ARC}#ITECT PC. , � ALL RIGF-ITS RESERVED � ° _ � /, � / � ,. ' __ "I7719 O�CE�SLNT AND 7}iY mF.�4 / \ \ \ \ / \ I A�iDDESI(:NSHFRfLN ASA)i ; � i � � � SFDROOM 2 8222.3' ��L�oFPRO�g��,� , BEAVIC$!S 7I�PROYQYIY L1F _..._ �._. __. _ �_ _..-� _...._ _._ __ — —_- �.._— . .._-. .__.-.�� ARCIII'[ECT P C AND H`70T TO 6E \ USED IN N'HOLE OR PAR7 WRFIDQT Tt�Wdi11EN AUTHOR12A77�N OF � e ~q 32 '� , 3 s����,�s�� . D"f`! � 33 � 77R COh'IRhCiO&SHnLL THOR(R]4iLY LYSOpCT AND S�R4 EY E)0S71Y6 S � i � � ' / / + TNATTH03E 5IfOW"1 REFILCT /� 1 /� I \ r / WO K ON TIIE DBAWINCS ' I \�� � � �� � � 77ffi C6N'lR�CIUR sliAl.L RFPaftT ��f \{ �� / ANy VARIAT10N9 bRD73CRFPAVCffi � � /\, / � TO THE ARCkIIfECi'AFFORE � !r� ��\ f �� �� \ PROCFfDNd ` MASTER LEVEL 8210'-6" � �. � '�, � ° DAAW4 BY �N , �� ( n�� MAY Z3� 2005 # REVISiONDA7'P L�'17L4[ F I / \ -r. 44 I / \ , ( . � I � BASEMENT LEVEL 8207,3' _ T _ _ _ _ � _ ____ . 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W �,� _ , � � -��-3�� Q � ,..� Q M � RIDG� 8247.0' ' M � , _ OF ST UG U � ' � � � � t TOP R T R � , . 3 3�_0,� W ° � � ; . . - � , � � � � r ` - � RIDi:E BEAM (RE= STRUGTURAL) � RIDGE 82�42.8' _v � � . ; TOP OF STRUGTURE � m � , � � t w �� � � � � Ll � - _ " _ � � - , � � �` � � � T � , a � � ' _ ` ` Q w � � . � / \ / \ / \ �� ( � fII � � � w \ _ / \ � � ��� LL! � � h�i r ' _ , ' ° �� � ` � CLOSET � E Y � GARAGE p �+ � , o a � _ ,� � cY � �, , i � ,�, _ � � � � �0 l� � a � � Q ' � � ENTRY 8231.8� � � 3" ALLOWED FOR FL.00R , \ / 1w— � FIN151-I , MEDIA LEVEL 8230.8' , DINING KITGNEN a- � — , , �o . , . � � v , � � � � `9 � ' LI V I NG LEVFL 8226.8' c ��,Y���, ` (h ��Q � OSTEVEN JA9tES RII�EN , � A I A ARCHITECT'P C ' ALL RIGHTS RESERVEI? ' � N - / ` / nas noc�n.�m n�Am�., D� � / R.siALR.iFST OF PROFLSSIWAL SFItVICF,L4'R1EPR�PE0.TYtlF STFVFN)A,MFS iIDFNA[A � - AACf4fECfPC.,ANDISNOTTOBE I1SfD LN R'NOLE OA PART NTfFi0U7 i THE WRf[7$N AU7NORIZATION OF " S1'H�'£N]XSffS RIDE'7 DRESSI NG EXERGI SE � � `� .SPA ASPE�AtR.DSCR'EYE'7QyTP1tl UGkQY ' + � FE11.P CONDCRONS Tb VERIFI' � � 7}IAT NOSE SHORN RFFIECl' i _ tPORK O�.TF�DAAl�7NCA. ` , TkiC CONiRACfQA SHALL RtPOAi , .Wl VAAIATtUT.SORDISCAEPANC�YY , ' LAUNDRI/ � To,��,�C�e�a� PRIX,'Ff�iNO ' SPA 821b.3' � . . � a f'IASTER LEVEL 8216.3' . � � t �DMIi'N 8Y �� s . DA,� APRIL 26,�2005 # REYI4IONDATE LtiTILV. ' • , BED�OOM 5 MEG{-I � � ' � 1 _ ' SASEMENT LEVEL 8207.3� - � '`��F C 0�p�9 ,`Q O � �� AMES � , - _ � IDE * � 2680 � . � i �c� _ , �`•�L , ��� � - � BUILDING SECTION A A � _ G SCALE 1!4" = 1'-0" � . � , ' ' - � _ _ . A . � � � . . - _, � _ - ' „ � , � - - , ' , - , � .� _ , y , . ' _ _ _ _ ' . ' _ , `� , - , _ - " , ' ' U . � , - , � , , � , ' ' � � U - ' w d . ' _Q �, , - , . �--+ oa O . - h�+�l M N (Z; M � F, ' . �.-, � � � x�`V � _ ' W p ....--� . � ��a � � _ W p v,°�, 'Z � �v� � . ►-� � .,� � w ,,.a o � O '-��' U � � Q� � F-� >`� c� ' W r/= W � O � a ¢ w w E"a O , - v� � ' w . . m _ - � � ' � w , " � � , � _ , t'\ O " - ' ►''`�i � � v O � Q � - � � a � _ oM � - � � � � � � ' STRUGTURAL DECKING � O � � � H -, i-� ' � � � i M-ri ' RI DGE 8242.8' _ , ` — — — _.._ � �. , — — — — � �+ • TOP OF STRUCTURE r � • 3,_�„ 3�_��� � � � �"� �.. C/� _ F� � � _ EXPOSED RAFTER BEAMS r"1 w W►" (RE: STRUGTURAL) , � a/ � _ � - � � ° � - _ .. _ . �.,.., , " CGPPER GLAD FIRE PIT � , - � � , � � � � � � _ a- EXISTING GARAGE 8231.8' � � . — - r� � c� � KITCN�N ( � �0 1 - , � � I � F!N 5�WED �OR FLOO}2 , ' - L.IVINC„ LEVEL 8226.8' ` � t CQ C�PYRIG}iT � � STEVE'�I JAhiES RIDEN � A I A ARCHITECT_P C ALL RIGH'tS RES�RVED . � � TtQSDOCF3dQd7 AND77fEIDFAS AND DE9ICN3 fiFRPA7 A4 AN � f�YgIR[^SENf OF PROFESStaNnL ° I BEDROOM 2 8222 3' ����IC&,I37HEPROPER'IYOF A arEtisrt�.�n�rs amer+tiw ' ARCfIITECCPC.,AN➢SNOT708E t SQl LN 1t710i.$OR FAfiT NT7kI01Tf' � I � TF�K'R1TfE'N AfIIHORITATfON OF in EXEiZCI SE i— ----—i � 5����s�� h � ( i TI�CO�TAACfOR StLV.L THOROUGFIL4 � I I LNSP6CT A��1D eURVFY EX[414�7Q ( FEII.D Ct7NDR70N5 TO VERIEY ( I I Tk{AT 7FIOSE SHOWN RFf'I.ECI ( WORK 6Y 77��RAWA'�, ( ' I 7'1�CO+.'TRACCOA 9FlALL RFPORT � Ah7 VARIATfONS OR DL9CRFPANCIES MASTER LFVEL 8216.3' �-- -----�-}----------------------------1 To„�,��}��a¢o� PAOCE£DIIdO Ii-------------------------�—� DR„W^JBY p ��� IWr1' _ _ � I _,_ D�� APRIL ,26, 2005 L.l� li , II M REVI31bNDAlE ' FN714L , // � � � � � MEGI-I EXa$TI6i ME�N TO BE f ' REMC�VED r e . . f - � � � , � � . � � SASEMENT LEVEL 8207.3' � ' - ` _ � , _ ���F C0�p�9 - 4 � . O . � - y EN JAMES � � t , _ . N * = 680 �- r , � , C' ,�4'� � ��, . S�p �RG�� ` - B�tJILDIN� SECTICJN B B � - . � � SCALE (I4" = 1'-0" - � � � � . � � - . , � A . � , r . . � , , � . , � , F - � , ;n _� �� F ' � _ . � . C>_ _ . , � F � - ..., � , , � � , _ , � � 1 r � � � �3a . �--� 00 0 � ' µ _ � N IZ� _ , � �oo E-� � 6 � � - , - . � � ��N � ^ . 0 r,`.., E- � . ` , w q oo'� � ,. , tz1 p,°`a,- z & � � U J� _'� � �ti � �� , Z � . . < �.'a o Q ' . , - p�-"r` J �J' �O1 .., ' , , '`_' 'r>`� � _ w � W - ` O � ` ' � � a" � Q ; � . W � �, - . [--�_ O , � � � W ` - a1 , t , � , W � ' � k • r i . ' _ ' O G ip - i' - r _ � _ �- o � ; - U a � ` � o . : W ° � � . � , - . _ � � ►�� - � STRUCTURA4 DECKIN6r O " � ` M � R 1 DC E- 8247.0' - - � � � � � '� _ a,. � ' ° TOP C.�F STRUGTUR� � � � — — � � � � — � I� r�^. , � � 31-�" 3�'�� W Q v . _ �/ � � � f � - a � ` , - � F�+y „ a . � _ ` � � � - - � � ' - EXPOSED RA�TER BEAMS � a/ � � - (RE: STRUGTURAL; _ � , _ �y � � , w . . � w � � � � � � � � . �. � ,,.� o � . � � MED11� tn � d' , - � - . EX I 5T I NG GAi?AGE 8231.8' � MEDtA / STUDY 8230.8' � - '� � o�op����� . STEVEN JAMES RIDEN ' A T A ARCHI7'EC'I' P C. � � ALL RIGHTS RFSERVED � ` � rws w�c�ievr .wn nis m�as ' M'b DfSiCN4 HLREW.A4 Al`i NSTAUNFT?OF PROFE33[(mAL t � Sflt�'lC&,87fit+PAOPERTYOF �, sTfiVINJAM2S AIDFN,ICA � ARC}d7'FCTPC ANDI9NOTTp$E U9ED M MI04F.OR PAR7 a'f[f10Vt ° • Tt�WIU"fIENA4Tti0Al2AT101d OF B7EVEN 10.,�ryS RIDCN � ` �ffs � SPA � - n�coviancrolcsw�,tTxortouaav � IN3PEC'f AND SUB�6Y fiai3'fIIrA r ' � FID.D CONDIIIONS TO VfiR4Y � TfUT 7HOSE 8210K'N R�.ECC` , " wqnx oH n�pRnweacs s ' rt�carrcn�crox swv.L xrrosr � ANY VARLtT[ONS OR DL4CRFPANC�'S ro'rt�.�ctrcrecr a�one ' PR�CF2DC`10 � ,�, SPA 821(0,3' � �, _.__ ___._ ____ —, � —.. — — — --- ` • � DMWVBY �N . � � b.,� APRIL 26� 2005 ; t . - Y REVL910NDA'[E INfI7AL ' J ��0� �O`O� . ' �� q00 ' ' y STEVEN JAMES ' DEN * , � � - i , , i ��c.� . S�D ARG�,� • � � � BUI�.,DING SEC'I�I�N C C u � v ` , S�A.LE 1/4" _ �'-0" _ , � - , � � , - _ . � _ . < < - , - , � � , _ ,. - t , r � - � � � , � i� I � e � * v ' � r yk ' , ^ � 1 � - � A , � . � � c , l s � s - ' , ^ _ ` s ` „ -' • _ i ` Y + .. � r � ^ ` � ' ' " I 2� R . ,. �� - � � � _ � . � � r � s . 1. � , , � � , ' . ` ' � ' ' � , 1 > , , , �, , - _ � �d . � _ - t ., � r . � � z V r „ " r y,y . � . � , � � . r f-� J d w � � , /� d . - 1�--1 �, , _ , ' '.",+ � - O M r � N L_1 E-� . _ ' � , �n--� � ` � >C�o r+ _ �.., _ � ; w p�--� ,_., �� H ' � r� .� ^ ��� .. z _ � ��� � ,� � ^^ _ Z . w�„a o Q � � O¢� U � � H>" a , , - � o � . , � ' � � _ � � � � � � � W _ w , " E-t O , � �_ ' , W - CQ � ' , � � � ' R3 , � � EXTERIOR SN�ATN(NG . EXTERIQR SNEATNING . INFILTRATION SARRIER Ek7ERfOR SNEATI-IING � , I l�1Fl LTRATION BARRI ER . ' ix6 T � G R�DWOOD IPIFILTRATION SARRlER � STONE VENFER BEYOMD (SANDED) 518" CYPSUM WALL BOARD � a NEAD�R RE: STRUCTURAL 5 1/2" STUD WALL W/ VAPOR SARRIER , , i � O ixb T � G REDWOOD NEADER RE: STRUGTURAL U �"� 5/8" GYPSUM WALL SOARD (SANDED) 0 W/ VAPOR BARRIER �� — GOPP�R PAN�LS W/ FOAI"1 �5.� � U —5/8 �Y�SUI'1 WALL BOARD HACKING AS REQUIRED � W/ VAPOR SARRlER � � � '--� GOPPER FLASNING - � NEADER RE: STRUGTURAL NIDDEN PANEL FASTNERS � �M � - STONE JAI"18 8�7DND COPPER FLASNING � � COPPER FLASNING ' �.-i .. SEALANT ArID BAGKER ROD ° � Q Z � S E A L A N T A N D S A C K E R R O D SEALANT AND BAGK�R ROD � , y GLAD WINDOW UI�IIT C L A D W I N D O W U N t T - � " '--� " f � GLAD Wft�1DOW UNIT � � � . . _ "STONE BEYOND , . � � Q E„i _ � - . _ W ..a Cl� WODD CASING - �,/ - - , (YERI FY) - " r.,� � � _ W � HEAD S i D,I N� I��AD � �T O N � HEAD - C O�P�',�� � . � � w � � , � � > > C � C . � , 1 _ 4 � � � - SCALE 1 1/2" = 1'-4" SCALE 1 112" = 1'-0'" SCALE 1 1/2" = 1'-0" , � � l � � � < < ~� w � � - r ' d�' ,�j . a � -� SEALANT AND SACKER ROD SEALANT AND SAGKER ROD S��,LANT AND SACKER ROD � _ � cQ corYtu�Kr � , STEVEN JAh1ES RIDEN STONE VENE R Aii tiiG�rs�x�sERVCF.� EXTEfi?IOR SNEATNING � NIDDEN PANEL FASTNERS ' � , < STONE 51 LL " ' ��� ���m� ix(o T � G REDW04D "�"�"�9fi�'.�� (SANDED) 3 COPPER PANELS W/ FOAM 4���F������`� �I 5'2�'II.JA,NF3 RIDEJ FR a OF BACI�ING A5 REQUIRED r�,��p�.AAIDISNQtTOHE , _ USED IN w'NpLE OH pAAT N'ffFIOPf • - THE ltiRIt7EN At1Tti0 TION OP JAMB ( 5 I D I N� ) JAMB � 5 T O N � ) JAl��IB �C O�P ��': ) 9re�'��g�� , � � � '['}�CON7RnCTOft SFL4L1 THGROUGIIlY INSPE)Cf A`.'D SC&VEY Ek13TL'rU rmn corromrn.s ro vsamr rEV.r n{osE seowrr xe�Ecr ' SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" SCALE 1 1/2" = 1'-0" . "`°'�°�'�'�°"""�''° � TF$CON'IRACI'oR SHACL RF7'ORt ,A2.'Y VA{t]ATIDh3OA�LSCREPAAC�3 ,. TO THE ARCIrtiECC SF}V1tE , PAbCFI�DP7O � � � tNl"�RIOR �'Ril"f (VERIFY) � � ' DRAttiN BY RJN GLAD WINDOW UNIT nA� MAY 10, 2005 � � STONE VENE�R SEYOND . ,��oA,� IN„�. , , � ' � S�ALANT AND BACKER ROD � V Ct�AD WINDOW UNIT . � , ' INTEi�IOR TRii"f (VERIFY) ° CQPPER FLASHING , SFALANT AND SAGkER ROD 3" �'LOC�R FINISN ' CLAD WlND01N UNIT GOPPER FLASNING GLAD WiND�W UPIIT t '/S" PLYWOOD �UBFLOOR ' SEALAPIT AND SACKER ROD 2" STONE 51LL SEALANT AND BAGKER kOD �x SLOCKING _ - . COPPER FL.ASHtI�IC STQNE VENEER _ �---COPPER FL.ASNING GOPPER� CLAD 2x10 � ���F C0�0� , FLOOR FRAMIN� �Q► '90 ` lx(o T � G REDWOOD INFILTRATIUN SARRIER NfDDEN PANEL �ASTNERS 2x�2 t��DWOOD � NJAM . (SANDED) � � EXTERtOR SNEATNING GOPPER� PA1�lEL5 W/ FOAM � � lNFILTRATION SARRIER 2�� SACKING AS REQUIRED . < ZOZ680 � " 5 1/2" STUD WALL � EXTERIOR SNEATNING 6�� , INFILTizATION SARRIER COPPER PAI�IELS Wt FOAM �F ��� , W40D SILL � BACKING AS R�QUIRFD p ARG`�` , EXTERIOR SNEATNINC 4 . f SILI� , 5i Di N� SILL � S�oN � � SILL co���R ) � � SILL _ ��u i �� - u � ,�, - P � � � . - C � C � C r 3 . � 6 9 - 10 � - � , � � � SCALE 1 1/2" = 1'-0" - SCAL� 1 1/2"_ ]'-0" SCALE 1 1/2" = 1'-0" � _ ' SCALE i 1l2" = 1'-0" � - � . n r . . � ; " ' � , ' , � , " � _ f _ - _ , , , x , ' - , � , E - . , , � ` ` i � , " ' - - � - ' � . , _ � � _ . - � , � , � , � , , h � , � ' _ , � " � . , - , . , � � 'v2 ; � _ , - - � ° ' � - ` � � ` � � , - \� � � , , coPPER RooF Ta MATC� FxaSTiNG � � � W" � � � Co � _ � . , - - � . � _ , . , � ' p�°.�� � WATERPROOF i','(EI"ISRANE - ° � ;" � - , � , - W ° � � ; � . � - � _ � � 3/�4" FXTERI OR SNEATN i NC � � � � . ' , �. f f.� P ! L�� � � � 2x12 ON EFaGE W/ FULL p..,/ M � �v �� , s . - D INSULATION � N�o H YF M t � rr `� � f � - , � �C�c� � - � — WATERPROOF MFMSRANE ' W ° �� ~ - _ . , � . � cG°° N � _ � ' — ROOF �DEGICING R�: STRUGTURAL � �°� z ~ Q � a wooD ° , � �, �. ,,., z � wa� d P p �.c� � ,, �j �a� ,._, , , � F-� E.,>" a' � � � V - � v) t:.� , , _ , � o . �, ' , , p., � , i �� _ ; �� } COPPER w �=- � • r , - " / � ° , , � � 2x BLOCKING t/� y a '' ��' � - w ; / � �� , > / ri � { '� / � ^La i �r �� r�i � � ���' . ,'� 2x12 REDWOOD FASCIA , , r �, _ , ��� �, . w . � i.��� ,� _ •. _ " ,'' � � , 2x4 BLOGKiNG � , W ' � ; ;' , � _ - �� , � � . - � �'� ,�� �, 2xi2 REDWQOD �ASGIA � ' 'j . : , �� ; � � ` � 4 / � ' � � , � v � , . ,� W o v , , z �,.� ,, � . � Q � � a� : , C� � � . ; � � ,f M � � '� ' EXISTING 4xi4 EXPOSED ,RAFTERS � '� �' � '� , '� i � [.,-� .. � �" , ' � NEW COPPER PaNEL SOFFIT � �O � - � , ' W a f�' ` , GOPPER GAP � � EXISTING 5xt4 TOP PLATE HEAM (SLOPED) � � . . �------� / , � � _ ' EXISTING STONE VENEER ' 2x12 REDWDOD SANDED ; � O E"� ' � W/ GROWN '� : � � � , EXISTING EXT�RI�R WALL � EX15TiNG FXTERIOR WALL k i � � � � �� 5AN ED wOOD PICKETS , ,,� �,, , � 'w � , - � "� � � . , .. � � � � � . �-+ �--� � � , > 6x6 DEGK P05T _ ,d ►� COPPER GLAD . � � R�4F �S�El��IBLY ! FASCIA � � � : � � � � m � SCALE 1 1/2„ = 1'-0„ � ' ,;+ � � 1 1/2" FLAGSTONE DEGKINC . � - ' � � � 2 1/2'' MORTAR BED W/ NEAT - � � . , , � WATERPROOF MEMBRANE EXISTING OAK FLOORtNG - ' ' , , _ � � , C(�' COPYRIGFi"I' ' > � 3/4" EXTERIOR PLYWOOD INTERIOR FLOOR A5SEP18L1/ " ' r1I AJEARCHI�c�DC � " ` ORIGINAL WOOD DFCKING — �L�, RiG�rs �sERV�v , � 7SII3 pO�1kNf,A'.D IHE IDFAS � ANO DLYI(7p31iPREIN 13 AN TOP OF EXISTING FLAGSTONE 8225'-0" ' � r INSTA OFPROFF&SI AL i SF}IVICE,1STF�PIEOPFRIYOF , � , STEUFN JAWE7 RIDEN ALA ARCF➢i'ECfPC�A2ID6T.OTiOOE ' GSED IN WHOLE Olt PMT WffFiaDT - ' , + � 0 0 0 � 0 � 0 � � 0 � ' TH&�YRI'lTFN AU'[fiORiZATION OP �������� STEVEN JAhffS RID�i � FLASNI G �.�..� _------- ----- - ------------- ------------------- ------- ---- --------- ° , t ' 'I'f�CON7'RACIDR$�LLTFiOHUOGHI.Y , , 2x10 COPPEWi2 CL�D f.����,.�ma,,,g,�,�,� INSPECfA4DSURV LX{ T3iAT YHOSE SEIOWN REFI.FCC WORK ONTF�DRAWPIOS 77@ C0I77RACfOAe}W.L RF70RT ATIY YAAUTIOMS 00.DL4CREPANCIE3 i� ro rt�nackmf:cr scroxF 2xt2 REDWDOD TRIM PR A EX I 5T I NG DECK FRAM I NG , DRAWNBY �r..� t • > > r--^----------------��_�,_� ; � ---- . . . flA�. MaY �o; 2005 . ,- M AE�L410NDATE INRLIL � � f ' i � ' �^T I I . / � � � T � G WOOD SOFFIT �' �, 'j � � , , , � , � 5x14 WOOD BEAM �-� ,!� ' „ � `s ��, %� � '. � , � � � - , , �� ,1 � . � . �, � �� �0�� � ,�' , � F . �� > > y � �� � , . - ' ��f ,;'1 ; - � " - ' y,�Q' 9� - ' . C I t , `�, �� � AME� � � � _ ," �� � � • RN � , k � � � ` ��YO ./� r �/r' � � � � � � /� t ' � G� � r � _ ,���,', � - - , - , �ysF R����` , � �, � - - � �� f � �. - , , �, �. � � _ t � � � � � � _ � , � , ; � � � �' ° � j - , F _ �'� � . , - ; , ' - %, ,j fl ' - ` � � , . . ,. . ' � DECI� / R1�IL ASS�L� ., �� < <__ , . . . . 1 ' , , � � _ _ � � - . SCALE ` I 1/2" = 1'-0" ' . . , j , � - � �� � ,, _ � a - - � - , , , � _ . ,. � _- _ � � - � � _ - INSIDE COPING EDGE 5HA1'E BENCH ELEVAT(ON 21" BELOW W.L. �'�5��Y -"7; ;:�L';. r-. . .�. ` WILL BE FREEFORM + / - 3". � vY` ' , Y,`,,u� �: � ABOVE WATEIZ JUNC710N BOX —� ��;�� ` — ��� 15'_O�, x � � �..�.�. .�a------ � �'�:��, � = �� � _ _ `=:�u � �� �ITTING SCHE[�UL� IN��X p T��` i� �;- �;., ��� � x�a;�a; ��,�i _ " 21 - ' ��'}� �`�� �� MAXIMUM COMFORT r _ .�.��— _ ;�;, 7 ; � � `� . � = I N LET 12ETU P.N � � � ��' _ � � ;, � � � POOL 8c SPA, I NC. ` � � ��� o � . ob, � � r».__�,_ - �• � =-- � �. � = HYD�OTHE1�ApY JET 'n\ 1��.���� � � 3 / , � 6 J ��\ �� g � l / � d%�'� ; � � �d � � � = JET 51DE SUCTION OUTLET ���'�� ��, t'���'� � � ; IK,u - �° - _ `�L" �� � � _ -10 -14 r�.-�j 'T'� � = 5pA 51DE CONTROL BUTTONS °�'� f � � -36 \ °� e �:-� ry ; ±'��� �> A � 3 : � 2 �'J+G�\ , ;; � = JET AI� CONTi�OL �_,,,�.�.,,, .� ;� �� � water fall rock5 -3- � ''� - '"g, ��� �� ��:,���., :��:�� �����. 8 , �y ��� � ��= j . �.3 �� ` 3 4� 3'-6" DEPTH - �� �° S K = 5U1�FAGE SKIMMER OUTLET � 3 � '� � '`;,�� Z pJ'F� � �� , _; AT WATERLINE �O �:�� � � '� _ ���� c� �,' � �� , � � �-`"'� '�� � � OF S = FLOOI� SUCTION OUTLET � � 8'-D° `� j = ` � � � , �� � 3 F S F S �..�,� , , A{B � -� � ¢ �' O -36 '� -p' � ; � � �; ''�,,,��. _�� 2 �p - — = WET NICHE L16HT ��.;��ti,� -_,�.�����5.����� � _ �� � ;a � g o � - � � a - -11 -5=�` � � � �� -15 ,.:��; O _ :; _ 2 � — FLOOR JET � ; _ � �0 1 O s � {�� i 'I � � h '���� � � � � C� I 5 �� � ��.��;�'a -36 — \ � L� � M=�:�=r. �::�..���b �; 15 — � � � ��� � 0 �4 �$ �� � ; r� � ��� -13 r O � rt�_ -17 - � � �,� 5�a c��-r�ca� �ara i � : : � �� :�� z � �s SPA SHAf'E FREEFORM �.s::.���-��w,�.w. �.�,.�.�;Ns�it� ! 11 17 �° � � � �; � � SPA DIMENSlONS I.D. LENGTH 15'-0" W1DTH 12'-0" �-�����;,_-------------------�---------- ' ---------- -a ��' �..�.��.e � � DEi'TH 1 3�-6�� DEPTH 2 N�A DEPTH 3 N/A �.,;�--�� ` _ 19 �� WA7ER SURFACE AREA 140 S.F. :, � , �� � WATERLINE PERIMETER 37 L.F. _.� 15 -O � � OUTSIDE PERIMETEIZ 60 L.F. , �� � INTERIOR SURFACE AREA 245 S,F, BENCH ELEVATION 24" BELOW WA7ER LINE x TOTAL WATEi� VOLUME 3200 GALLONS 5p/� 1'LP�N V , TURNOVER TfME •50 HOU1�5 SGALE 1/2�� -,-o�� - TUIZNOVER RATE 55 G,�,M, RECE55 STRUCTURE TO ACCOMMODATE COYER TRACK --� -, FILTRATION MEDIA CARTRIDGE FILTER F 5pA 1'll'E & FITTING SCHEDULE 51Z� ' FILTIZATION RATE -375 G.P.M. / S.F ' CALCULATED TDH 24 6 FEET OF HEAD WATERFALL ROCKS O DISTANCE 70 EQUIPMENT 50 L.F. O 5PA JE' RETURN INLET 21/2" 1.D. • r� � EStIMATED BATHER LOAD 12 PPL / DRY WATER LEVEL —� (— 5AND5TONE COPING " � � � COVER TRACK RECESSED LEDGE 2O 5f'a JE' SUCT(ON OUTLET 3 1.D. � � � � � O SPA CIRCULATION FLODR SUCTION OUTLET 21/2" I.D. � � � _;K:-Y_��_ � � 1 �, .�, -_ : _ ��t 4 „ GENE�f�L NOTES ���`�� ���������- __ � 5PA SKMMER SUCTION OUTLET 2 LD. CONCRETE SHALL BE PNEUMATICALLY A1'f'LfED MORTAi� (SHOTCRETE) 1 -O `�, -� C� CLf�551FIED a5 G�ADE "A" CONCRETE SUBJECT TO THE pROV1510N5 —��- � �� �'��. '�} O 5PA CIRCULATION RETUi�N INLET 2" I.D. 4�� � O OF THE LOCAL CODE AND ACI 506-2-89 SHOTGRETE SPECIFICATIONS. ; �� _ ` '3 O AUTOM/►TIC COVER HYDRAULIC LINE 21/2° LD. � � , r� � -CONC�ETE SHALL BE COMp05ED OF 81/2 SACK 0� CEMENT, 20% 3/8" ' '�'"' _ *� ,, � ' �': � AGGREGATE, 80% CONC�ETE SAND, 3 TO 5 OZ. f�IR ENTRAiN�ING COMf'OUND, � ,� <�. �� , � • � O AUTOM/►TIC COVER HYDRAULfC LfNE 3" I.D. � s2 TO 5 OZ. WATER REDUCING ADMIXTUI�E, 10/o WATER WITH 4 SLUMP AND /��/��/��/�� � �S■.� \�j\�j\�j\� 2'-3" � �� � ° \ \ \ ' 6000 p51 COMpRE551VE 5TI2ENGTH AT 28 Df�YS. ///��///��///��///�� �� � � . , � �a° 2 "� �' ��//��//��//���/ i $ WATERFALL DISCHARGE LINE 21/2" I.D. ,L�� ,�,,�,,�,,� a a 1 , ,,�,,�,,�, � O � �//���//���//���//�� � 3'-9" • �� ' <• �//��//��//��/ � 0 1�EINF0I�CIN6 STEEL SHALL BE DEFOi�MED BARS CONFORMING TO aSTM //��///��///��//,�� b ° �' ° '� 3 ~rO � a < I,, ///��\///��\///��\/// ' 9 WATERFALL SUCTION LINE 3" I.D. /�\/�\/�\/�\/�\/�\/�\/ � . � « �+� . ., /�\/�\/�\ O � � . 5f ECIFICATION a615 G�ADE 40. /��j/��j,��j,��j,��j,��j,��j,� , a<• •a e � � '�'� •, //��j/��j/��j/ 5,_4�� �i���i���i��i i��i i���i���i���i . . ° •� 1 �,_6�, 4 a p '� 4 ���������������� , 5 p A E U I i�M E N T 5 C H E D U L E Q T Y Y O L T S �M�'S � � � ///\�///�///�//\�//�\�///�///�/// , a I 1 ee � a • � a n Q � ////�///�///�// � , LAP ALL BA1�5 36 DIAMETERS MINIMUM. ALL STI��UI'S, TIES, AND DOWELS �� �� �� �� �� �� �� �.b d � a � . � A . , /���j���j���j ; � �/�/�/���/���/� . S H A L L B E A 6 1 5 G R A D E 4 0. ///���///���/�j���///\��//����///\\\///\\\//j < a 4 < < d a < q o , a A . �///���///���///���// � //�///�/�j�///�///�///�///�///� a � . �: j .�� � . .a.� .,� . � . �. � . � � �.'�.� �. ��.,J ° ° � ° ///�///�///�/// ; �0 JET PUhf f= 2 Hf. 2 Sf D � WH15PERFLO WFDS-S 3 230 12 /\\/\\/\\/\\/\\/\\/\\/ d a � m d „ 4 4 e e b- �/\�/\�/\� 1'1zOVl DE 3" CLEAI�AN CE OF REI N F01zCE M ENT STEEL F1�0 M 501 L I N WALLS AN l� //�\�//�\�//�\�//�\�//�\�//�\�//�\�//� �//�\�//�\�//�\�// i /\/\/\/\/\/\/\/ \/\/\/\ 3" CLEARANCE IN FLOOR SLABS. U5E ALL #4 BARS. ���j���j���j���j���j���j���i� , i���i���i���i _�_ �� CIRCUL�,TfON PUMP - 1/2 HP - WHIf'ERFLO WFE-2 1 230 7 /i\���ii\���/i\���ii\���\���\���\���ii\ i\���\���i\���i\���\���i\��\���i\��i\����yi\���\��i\���i\���i\���i\��� ���i\���i\���i\���i\���i\���i\���i\���i\���i\���i\���i\���i\���i\���i\���i\���i\���i\���i �/i\���ii\���\��j/i ALL BARS TO BE A MINIMUM OF 12" ON CENTEI2 EAGH WAY. `� 12 CARTRIC►GE FILTER - CLEAN & CLEAR PLUS - 320 S.F. 1 \ � #41ZEBAR THROUGHOUT - 5EE STEEL SCHED. c �� � 81/2 SACK 5H07CRETE THROUGHOUT - 5EE NOTES �3 SPA HE,°�TER - TELEDYNE LAARS - HI-E2 1 115 �J O COPYRIGHT MAXIMUM COMFORT POOL&SPA,INC CONC�ETE (SHOTCI2�TE) SHALL BE pLf�CED AGP�INST UND15T1�UBED Nf�TU1�AL � ALLRIGHTSRESERVED 501L 01� AGAINST SUITABLE FILL COM1'AC"fEl� TO 90% MINIMUM 1�1zOCT01Z DENSITY �— 3/4" GRAVEL BED FOR A1IZEATION AND DRAINAGE 14 CHEMfC,°�L FEEDER - 12AfN60W-LIFEGUARD # 322 � Thisdocument,andtheideasanddesigns herein,as an mstrument of professional serwce is the property of Maximum Comfort f�LL p00L AND 51'A 12ECI�CULATION pIpIN6 SHALL BE pVC SGH�DULE 40 0 15 OZONE 5Y5TEM - CLEARWA7ER TECH #CD10-AD 1 115 �j Pool&Spa,mc,andisnottobeusedm COMPACTED FILL - 100/o COMPACTIDN wholeormpartwithoutthewnttenautf�onzation 012 BETTEI2. of Michael Charles-President of Maximum S�P� SECTION 16 FLOWMETER - BLUE WHITE IND. 2" PVC - PRIMARY �I ComfortPool&Spa,�N� POOL AND 51'A SHALL BE CON5TI�UCTED IN GOMPLIANGE WITH "THE NATIONAL A ELEGT121C CODE" 1997 HANDBODK - ARTICLE 680 ALL AppLICABLE SEGTIONS� SGAIEI/2�� -,-o�� 17 FLOWMETER - BLUE WH1TE IND. 1" PVC - HE CIRC. 1 ISSUEDATE Fon ` RN51 / NSpI 5 -1995 - AMEI�ICAN NATIONAL STANDARD F0� RE5IDENTIAL 8-17-05 iZEVIEW&COMM�NT ING�OUND SWIMMING p00L5, AN51 / NSpI 3 - 1992 - AMEI�ICAN NATIONAL 18 CONTRaL 5Y5TEM - COMPOOL 1NTELLITOUCH 110+35 1 115 1 STANDARD FOR i'ERMANENTLY INSTALLED RE5IDENTIAL 5f A5, AND THE UNIFORM SWIMMING p00L, 5f A, AND HOTTUB CODE - IA1'M01994. 19 SpA LIG-HT5 - f'ENTAIR 5AL LIGHT-120V,100' CORD 2 120 3 Dz�wIVBY MICHAELCHAKLES � APPROVED BY i'OTABLE WATE1� INLETS INTO p00L AND 5pA F01� MAKE UP WATE1�, WHEN � 2 WAY VALVE ACCUATOR - JET AIR INTAKE 1 24 3 }'12nTECTED BY A L15TED ATM05pHERIC VACUUM BREAKER, SHALL HAVE SUCH ATM05pHE1�IC B1�EAKE1� INSTALLED ON THE D15CHA1�GE 51DE OF THE �2 WATERFALL PUMf= 3HP WHISf ER FLO - WFE 12 1 24 3 v LAST YALYE WITH THE C�ITIGAL LEVEL NOT LESS THAN 51X (6) INCHES 0� IN _ ACGORDANCE WITH IT5 L15TING ABOVE THE FLOOD LEYEL RIM OF THE 1'OOL EQUIpMENT AND ALL DOWN5T12EAM EQUIf'MENT. y � AUTOMFTIC COYER HYDRAULIC MOTOR PACK 1 120 3 - SPA PLAN e TUVO WAY VALVE - BALL YALVE 51'EARS COMPACT 2" 11 1�L 1 .01 SHEET NUMBER � � SaNnsroN� co�rn� ► pOLYU1�ETHf�N� CAULK �� FOAvI EXpAN510N MATE121AL �,�,,, � �....�.., �... ...�,�.� 4" � TYf�ICAL DISTANCE TO T.O.W. � STONE , ` 1/2" M01�TA1Z BED �' P�T10 � THIS d1MEN510N CHANGES � � 2 _ �� ��� � . �; •, - �� :- •;-:, MAXIMUM COMFORT SEE Sfi'� pLAN ° '° — � 12ETU12N I'If�INGFI�OM pUMp " � > +; ._ - •;' -'� -,,� f" , , . . . w „ } �� - �;. 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SUCTION plpE �� :. � � � � UTOM� TIC C�V�� W�LL n�T� 1L ' _ i Q COPYRIGHT � v L� � � ` ' \ v STON� CP�NTI LEVE1�5 OVE1� MAXIMUM COMFORT POOL&SPA,INC � ♦ ' • ' � _ � �_ _ � _ �, , _ ` _ � � ALL RIGHTS RESERVED a, v � v � v 1'-O" 1'-D" �, a � v . a �� a v v � .a �� 2�� This document,and the ideas and designs , � • � � • � • � �" . ..��* COVE12 T12ACK 1�ECESSED LEDGE herem,asanmstrumentofprofessional � ` ` , ` � service is the property of Maximum Comfort v ` � v � v v � v a - � a v v v , a v v� � Pool&Spa,Inc,and is not to be used in , � � � . 1�E F. STE E L SC H E(�U L E � � � � � ' �, �� �� � STO N E VE N E E 1� , + v, � a v �a v - v, p - 'fl o. whole or in part without the wntten authorization , � , , % , of Michael Charles-President of Maximum a v , m � v • v - o o, . ., . P • • ' • v. a �, a� o a o-" a o� -• , Comfort Pool&Spa,Inc .. � ♦ ' , . ` . , ,'-°° '�-°�� � � , AUT01�1f�T1C C01�E1� T12f�CK � �' ' V '� —� t` a v v ' ` � • r � y ' a l 1 , / ` � � ..r � � i i i �' i. i � i i y � \� Q � / Q /\ Q P '�--�� � v � a v� ' s �� _ a v _v r �v 4 v _ a �o_ < v � � COLLECTION TUBE � � - � " ISSUEDAT FOR , � a� v� �v 6 � s � v � � v a 'b a��o y v \ i � ` � � 1 Q I P Q �I � �Q P , I � Q� v i < � � A �v v a n v ,�g v i � a v i'v`�v ' A� o � Y i v , ,, , , 8-23-05 12EVIEW& COMMEN , - - •- - - - - - � � � n v a v a�v � Y v � v �� o v v < o 'v � a � ' �a - a �,- a o a �°-o° 6" D��p 3I4" G1�RVEL 6ASE 3�� p���01�ATEb d1�AIN p1f�E TO DAYLIGHT 01� D1�Y WELL STONE VENEEI� 2" .` ��. . . ;. . v' ` v � � , ,, , , - , - , , - . , . � , ' � TEE 2" X 2" X 21/2" ,a ._, . .,._ "'. _ , _ . . - � . _; a v v v a `v' v .P a v i ,.� ,��., ,,. � p . .. . p , ,' DRAWNBY.• �v Michael Charle5 ` , , - , , � i . i � i �� ��J� . - ti a � . a . ' . �. . � � ' "' APPROVED BY.• o � a � a a P � a �v a � a o ` a v . � �- . . ., . - "-. . .-� � - � — -. , - � . 1� . � � . ,�—, - �L40� 5UCT10N OUTL�T D�T�IL � � �� � � � �� � � �� � � �� . � , v v, v v .v v v v { v . � v � v • � - � SPA DETAILS � c - � � • � � � ' SCALE 1" =1'-O" � . , , �� � M�� ��� C C V�� ��C�55�D �,o.,� �:,�r �� . , 1 � � 5 T�� n�T��L SCALE 9° = 1'-O`► T��CK n�T� �L SCALE 1" = 1'-O" � 1�z SHEETNUMBER 1 GENERAL REQUIREMENTS �����o ��� ° i 8 REFER TO THE 2003 IRC TABLE R602 3(1)OR 2003 IBC TABLE 2304 9 1 FOR '��,'; �AkD 'm s�v °�, � GENERAL NOTES LARREA REMODEL JOB#0204-05 MINIMUM FASTENING SCHEDULE A COPY OF THIS TABLE CAN BE PROVIDED 1 CHECK ALL DIMENSIONS AGAINST ARCHITECTURAL DRAWINGS PRIOR TO �`�:� �� �"� � � ' UPON REGIUEST AS STATED IN SECTION 2304 9 5 OF THE 2003 IBC SECTION CONSTRUCTION DO NOT SCALE DRAWINGS CONTACT ENGINEER IF ��ee- ;� ! 2304 9 5 FASTENERS FOR PRESERVATIVE-TREATED AND ��,�:� a � � � DESIGN CRITERIA DISCREPANCIES IN DIMENSIONS ARE DISCOVERED � � �� a ° �* FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINGCOATED �t,,�p���` "'��, � f ROOF LIVE LOAD SNOW LOAD) 80 PSF GALVANIZED STEEL, STAWLESS STEEL, SILICON BRONZE OR COPPER ��.�+�.e:`�t��s"` �" �r � � 2 THE STRUCTURAL DRAWINGS DESCRIBE THE COMPLETED STRUCTURE ROOF DEAD LOAD 25 PSF FASTENINGS FOR WOOD FOUNDATIONS SHALL BE AS REQUIRED IN AF&PA ��titi_ � FLOOR LIVE LOAD 40 PSF TECHNICAL REPORT No 7 THESE DRAWINGS HAVE BEEN PREPARED FOR THE USE OF A QUALIFIED � CONTRACTOR WITH EXPERIENCE IN THE CONSTRUCTION SYSTEMS AND � FLOOR DEAD LOAD 25 PSF TECHNIQUES DESCRIBED THE CONTRACTOR SHALL PROVIDE ADEQUATE � DECK LIVE LOAD 100 PSF 9 UNLESS NOTED OTHERWISE, STEEL CONNECTORS SHALL BE USED TO JOI� SHORING AND BRACING IN THE PROPER SEQUENCE,AS MAY BE REQUIRED TO RAFTERS, JOISTS AND BEAMS SUCH AS SIMPSON STRONG-TIE CONNECTORSOR ACHIEVE THE FINAL COMPLETED STRUCTURE THE SEQUENCE OF � DECK DEAD LOAD 60 PSF d' O O 1� � BASIC WIND SPEED 3 SEC GUST}• 90 MPH EQUIVALENT � � O M � CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR CONSULT WITH C' + WIND EXPOSIJRE B THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS(NOT IN N T- I` M € ' � SEISMIC DESIGN CATEGORY� C 10 WOOD NAILER PLATES ON STEEL BEAMS FOR TOP-FLANGE HANGERS SHALL CONTRAC� � � � BE RIPPED TO MATCH THE STEEL BEAM FIANGE WIDTH X , - IRC EDITION 2003 O O � � � 11 MANUFACTURED JOISTS SHALL BE FROM AN APPROVED MANUFACTUREF IN 3 THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS, METHODS SEQUENCES m V FOUNDATION DESIGN AND PROCEDURES FOR CONSTRUCTION OF THIS PROJECT NOTIFY THE SIZES AND SPACINGS INDICATED ON PLAN IF JOISTS FROM A . O O MANUFACTURER OTHER THAN THAT SPECIFIED ARE SUBSTITUTED,CONTACT STRUCTURAL ENGINEER OF ERRORS OR OMISSIONS IN THE CONSTRUCTION O Z � � �� 1 DESIGN OF FOOTINGS IS BASED ON AN ASSUMED MAXIMUM ALLOWABLE DOCUMENTS IMMEDIATELY DO NOT PROCEED UNTIL ERRORS OR OMISSIONS = BEARING PRESSURE OF 2500 PSF ENGINEER TO REVIEW SPANS, LOADING AND CONNECTIONS FOLLOW THE ARE RESOLVED COORDINATE REQUIREMENTS FOR ALL PENETRATIONS � O � �i MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKWG, BRACING AhD a � WEB STIFFENERS T H R O U G H S T R U C T U R A L M E M B E R S W I T H S T R U C T U R A L E N G I N E E R J O B S I T E Q 2 RETAINING WALLS HAVE BEEN DESIGNED USING AN ASSUMED LATERAL SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR PRESSURE OF 60 PCF FOR THE"AT REST"EARTH PRESSURE CONDITION AND 40 12 EXTERIOR WALLS SHALL BE�cF�TUDS @ 16"ON CENTER OR AS DESCRIEED PCF FOR THE"ACTIVE"EARTH PRESSURE CONDITION BELOW, UNLESS NOTED OTHERWISE ON PLAN• 4 OBSERVATION VISITS BY THE STRUCTURAL ENGINEER ARE FOR �, WALL HEIGHTS 12'-6 AND LESS �c6 STUDS @ 16" DETERMINATION OF GENERAL COMPLIANCE WITH THE CONSTRUCTION 3 FOOTINGS SHALL BE PLACED BELOW FROST DEPTH ON UNDISTURBED SOIL WALL HEIGHTS FROM 12'-6 THROUGH 14'-6 2x6 STUDS @ 12" DOCUMENTS THIS OBSERVATION VISIT IS NOT AN INSPECTION THE �� OR ON STRUCTURAL FILL COMPACTED AS REQUIRED BY THE GEOTECHNICAL WALL HEIGHTS FROM 14'-6 THROUGH 17'-4 (2)-2x6 STUDS @ 16" CONTRACTOR SHALL CONTACT THE ENGINEER AT THE APPROPRIATE TIME TO N f ENGINEER WALL HEIGHTS GREATER THAN 17'-4 CONTACT ENGINEER SCHEDULE THIS VISIT � � CAP WITH A DOUBLE 2x6 TOP PLATE OVERLAPPING AT CORNERS AND AT (2)-#5's CONT HORIZ 4 PROVIDE CRAWLSPACE VENTILATION PER CODE REQUIREMENTS 5 SUBMIT SHOP DRAWINGS TO ENGINEER FOR STRUCTURAL STEEL FOR REVIEW TOP&BOT � INTERSECTIONS WITH OTHER PARTITIONS IF OVERLAP IS NOT POSSIBLE,STFAP PER PLAN � TOP PLATES WITH STEEL STRAP TIES(SIMPSON ST292) PRIOR TO FABRICATION OR CONSTRUCTION THE ARCHITECT AND/OR TOW � 5 SOIL VALUES AND CONDITIONS SHALL BE VERIFIED BY A REPRESENTATIVE OF GABLE END WALLS SHALL BE BALLOON FRAMED TO THE BOTTOM OF CONTRACTOR ARE RESPONSIBLE FOR VERIFYING DIMENSIONS AND QUANTITIES � THE GEOTECHNICAL ENGINEER BECAUSE SOILS INFORMATION WAS NOT THIS REVIEW IS FOR GENERAL COMPLIANCE WITH THE INTENT OF THE RAFTERS, LOOKOUTS OR GABLE END TRUSS � AVAILABLE AT THE TIME OF PREPARATION OF THE CONSTRUCTION DOCUMENTS, STRUCTURAL DRAWINGS WALLS SHALL BE SHEATHED WITH 7/16"THICK APA RATED PLYWOOD OR C�SB � WE HAVE USED ASSUMED VAL.UES BASED ON SIMILAR SITES IN THE AREA SHEATHING RATED 24/16, EXPOSURE 1 BLOCK ALL HORIZONTAL JOINTS Bd 2-0 FULL ' "' i iC I III , I I � CONSTRUCTION OF THE FOUNDATION MAY NOT PROCEED WITHOUT VERIFYING 6 IF NEW CONSTRUCTION ADJOINS AN EXISTING STRUCTURE,THE FOR REMAINDER OF R=1NF INFO (2)-#5's x HT �' '����'������ �'� "'II,, I � I �� C7 � NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORfS I I �I IIIII II II I I�� IjI I, � THESE VALUES REPORT ANY DISCREPANCIES FROM THE ORIGINAL FINDINGS CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING DIMENSIONS, REF TO APPROPRIATEDETAIL —� 2�-0 I i �;�� � �� ��'�' ,I � � � il�'�� '; i ��ulq�, I � � I;y i ii�pi Z PROVIDE(3)-2x10 HEADERS OVER ALL DOOR AND WINDOW OPENINGS WI1H ' i' , ii;�l!;,�� i ��',," ; DESIGN ASSUMPTIONS TO THE STRUCTURAL ENGINEER ELEVATIONS AND ALL EXISTING CONDITIONS UNDERPINNING AND SHORING OF I� �I�II � I ' '' i � I _ ONE 2x6 TRIMMER AND ONE 2x6 KING STUD EACH SIDE UNLESS NOTED (2)-#5's CONT HORIZ �I�'�I r �"qb� �!�;;� � EXISTING STRUCTURES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TbP&BOT I� I i°'li'�4��1i II"�I;��Iiil � � � I Ii p� ' E OTHERWISE � �'�III ���i�";,i�,�.11�„� i�I� � � 6 BACKFILL AROUND RETAINING WALLS AND STRUCTURAL BUTTRESSES SHALL CONSULT WITH THE ENGINEER FOR SHORING DESIGN AND RECOMMENDATIONS 2'� PER PLAN '�,''''"°'"9;,';,! pi �'; � ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW 2'-0 '!�' �'' '' ' �; �I�I I'I I i I BE COMPACTION TESTED PER THE RECOMMENDATIONS OF THE GEOTECHNICAL (NOT IN CONTRAC� � FULL TpW '�iIIIIIIII I,��IIIIII;III IU' I � ���!�.I!'�:Ip�;!i���y�,i�„ W (2)-#5s x HT ;"i'��I ;�i,�i��ii�l�,��ii��II�' ' I I ' I'l l l ll ��� 'i�i��'�'� i �,��,, ,�� , i�',, �I���� �r� ENGINEER � � �i�,�l', ' ,'! i�,,,,,�i� III,,, ,�I i �.i,�i, W I 13 INTERIOR LOAD BEARING WALLS ARE�c4 OR 2x6 STUDS AT 16"ON CENTE� 2-0 2-0 �i„ , �'�''! ;'', '� � i I I'' I!"�' 7 WHILE EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND ACCURATE SET I '� � WITH 1/2"GYPSUM WALL BOARD BOTH SIDES CAP WITH A DOUBLE TOP PLAIE I�,,III� �;II,I i � , � I�� I� 'I' ! � ' � Z � 7 PROVIDE PERIMETER FOUNDATION DRAINS PER THE GEOTECHNICAL TO PROVIDE OVERLAPPING AT CORNERS AND INTERSECTION WITH PARTITIOfiS OF CONSTRUCTION DOCUMENTS, ERRORS OR OMISSIONS MAY OCCUR ,I�� I � ; i , � ' ' i � � � III �I, IIIIIIII � . , III ENGINEER RECOMMENDATIONS RELEASE OF THESE DRAWINGS ANTI CIPATE S C ONTINU E D C O O P E R A T I O N A N D I I ; ' — ! IF OVERLAP IS NOT POSSIBLE, STRAP TOP PLATES WITH STEEL STRAP TIES PER PLAN EXTEND HORIZ REINF � � � i I � ! � � � I I� ���,�����! � � ' � COMMUNICATION BETWEEN THE CONTRACTOR,ARCHITECT AND ENGINEER TO 2'-0 PAST STEP TYP z ; ; ' i I �� ' � I � I � I�I�I�II ��, ' I (� (SIMPSON ST292) TOF �� , � ; ��il I�' � R E I N F O R C E D C O N C R E T E P R O V I D E T H E B E S T P O S S I B L E S T R U C T U R E g � � ,'I i I ; ; ; I I I I�u li � P R O V I D E (2)-2 x 1 0 H E A D E R S O V E R A L L D O O R A N D W I N D O W O P E N I N G S W I l-I °- ' I '� I I I, I I I I �;I il��i���; I I I Z ONE 2x4 OR�c6 TRIMMER AND ONE ac4 OR 2x6 KING STUD EACH SIDE UNLE� � � � � 1 CONCREfE DESIGN IS BASED ON THE MOST CURRENT PUBLI CATI ON OF NOTED OTHERWISE � � I � I I�I ' W "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCREfE"(ACI 318) ALIGN JOISTS OR RAFTERS TO BEAR WITHIN 5"OF STUDS BELOW 1 FOR REMAINDER OF REINF INFO � � REF TO APPROPRIATE DETAIL � 2 STRUCTURAL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE 14 AT BEAM BEARING LOCATIONS IN STUD WALLS, PROVIDE MULTIPLE-STUD 1 � STRENGTH OF 3000 PSI POSTS EC�UAL TO WIDTH OF BEAM UNLESS NOTED OTHERWISE ABBREVIATIONS LIST � 3 CONCREfE SHALL BE PROPORTIONED USING TYPE I-II SULFATE RESISTANT „ q g ANCH�R BOLT PER PLAN � � 15 FLOOR SHEATHING PROVIDE 3/4 THICK APA RATED STURDIFLOOR RATD TOF CEMENT DO NOT USE ADMIXTURES CONTAINING CHLORIDE SALTS ADJ ADJACENT AT 24"ON CENTER TONGUE AND GROOVE EXPOSURE 1 FOR ALL FLOOR ALT ALTERNATE O � CONSTRUCTION GLUE AND NAIL PANELS TO ALL SUPPORTS 8d NAILS AT 6"AT ARCHITECT U 4 FOR COLD WEATHER CONCRETING PROCEDURES REFER TO THE"ACI MANUAL PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDIATE SUPPORTS INSTALL ARCH � OF CONCRETE PRACTICE" gp BOARD a Q SHEATHING WITH LONG DIMENSION PERPENDICULAR TO JOISTS AND STAGC-cR BLKG BLOCKING O � . 5 EXPANSION ANCHORS SHALL BE LOCATED NO LESS THAN 6 BOLT DIAMETERS JOINTS gM BEAM 4 TYPICtiL FGOTING STEP SCALE 1 2" = 1'-0 "� � FROM CONCRETE EDGES AND SPACED AT NO LESS THAN 12 BOLT DIAMETERS BM PKf BEAM POCKET a � � � - UNLESS NOTED OTHERWISE 16 ROOF SHEATHING PROVIDE 5/8"THICK APA PLYWOOD SHEATHING RATD gRG BEARING S1 O � � 40/20 EXPOSURE 1 INSTALL SHEATHING WITH LONG DIMENSION CANT CANTILEVER m J ' PERPENDICULAR TO THE SUPPORTING MEMBERS AND STAGGER JOINTS 1 ��� E � � 6 CONCRETE FLOOR SLABS ON GRADE SHALL HAVE SAWN OR TOOLED CLR CLEAR � NAILING 8d NAILS AT 6"AT PANEL EDGES AND 8d NAILS AT 12"AT INTERMEDI4TE O CONTROL JOINTS AT A MAXIMUM SPACING OF 12 FEET IN EACH DIRECTION IF CMU CONCRETE MASONRY UNIT ,. SUPPORTS POSSIBLE, LOCATE CONTROL JOINTS ALONG COLUMN GRIDLINES PROVIDE WIND/SEISMIC ANCHORS AT SUPPORTS FOR ALL RAFfERS,TRU:SES COL COLUMN W � U AND LOOKOUTS CONC CONCRETE � 7 CONCRETE COVERAGE FOR REINFORCING STEEL(ACI 318-95) PROVIDE SOLID BLOCKING PANELS BEfWEEN ROOF FRAMING MEMBERS AT CONT CONTINUOUS �/'� CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" C P CRIPPLE POST � C ' J J i j CONCRETE EXPOSED TO EARTH OR WEATHER BEARING TO PREVENT ROLLING pW� DOWEL #6 BAR THROUGH#18 BAR 2° � 17 LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUvI EA EACH O � Q #5 BAR,W31 OR D31 WIRE,AND SMALLER 1 1/2 EQ EQUAL > I PROPERTIES O CONCRETE NOT EXPOSED TO WEATHER NOR IN CONTACT WITH GROUND EXP EXPANSION C � FLEXURAL BENDING STRESS 2600 PSI -. � a SLABS,WALLS AND JOISTS (#11 BAR AND SMALLER) ` MODULUS OF ELASTICITY• 1,900,000 PSI EXSTG EXISTING r #14 AND NO 18 BARS 1 1/2" F D FLOOR DRAIN J � #11 BAR AND SMALLER 3/4" TENSION PARALLEL TO GRAIN 1850 PSI �G FOOTING � b BEAMS AND COLUMNS COMPRESSION PARALLEL TO GRAIN 2310 PSI G L GLUED LAMINATED � � PRIMARY REINFORCEMENT,TIES, STIRRUPS, SPIRALS 1 1/2�� COMPRESSION PARALLELTO GRAIN 750 PSI HDR HEADER � "' J t PERPENDICUTAR TO GLUE LINE HORIZ HORIZONTAL — HORIZONTAL SHEAR 285 PSI INFO INFORMATION � ' REINFORCING STEEL FOLLOW THE MANUFACTURER'S RECOMMENDATIONS REGARDING BLOCKING, 5"CONC SLAB � BRACING AND WEB STIFFENERS AND MULTIPLE MEMBER CONNECTIONS JSTS JOISTS � 1 EXCEPT WHERE OTHERWISE NOTED, REINFORCING BARS SHALL BE GRADE 60 K S KING STUD PER PLAN — SLOPE � � i EXCEPT TIES, FIELD BENT BARS AND BARS TO BE WELDED WHICH MAY BE GRADE LLV LONG LEG VERTICAL PER ARCH 18 PREFABRICATED ROOF TRUSSES SHALL BE DESIGNED BY A COLORADO SEE PLAN i 40 ALL REINFORCING BARS SHALL CONFORM TO ASTM SPEC LONGIT LONGITUDINAL a e � r REGISTERED ENGINEER TO SUPPORT TNE FULL DEAD AND LIVE LOADS THE TO SLAB ( FABRICATOR SHALL DETERMINE WEB ARRANGEMENT AND MEMBER FORCES LTWT LIGHTWEIGHT ° in � a 2 FOR BARS#8 AND SMALLER, LAP BARS 36 DIAMETERS AT SPLICES IN LOAD DURATION FACTOR FOR SNOW LOADS IS 1 0 SUBMIT CALCULATIONS AND LVL LAMINATED VENEER LUMBER ° � o . � W i CONCRETE DO NOT WELD OR USE MECHANICAL SPLICING DEVICES UNLESS SHOP DRAWINGS TO ARCHITECT OR ENGINEER FOR REVIEW PRIOR TO MANF MANUFACTURER � � , APPROVED BY ENGINEER FABRICATION THE TRUSS MANUFACTURER SHALL SPECIFY ALL TRUSS TO TEUSS O C ON CENTER � CONNECTIONS LATERAL BRACING OF TRUSSES SHALL BE INSTALLED AS � PLATE � r 3 HORIZONTAL BARS SHALL BE CONTINUOUS OR LAPPED WITH CORNER BARS REC�UIRED BY THE TRUSS MANUFACTURER REF REFERENCE g ` AT CORNERS PROVIDE(2)-#5 BARS EXTENDING A MINIMUM OF 2 FEET BEYOND REINF REINFORCING 8"THICKENED SLAB g�� � � EDGE OF ALL OPENINGS OR STEPS STRUCTURAL STEEL SCHED SCHEDULE EDGE W/(2)-#5's J S I P STRUCTURAL INSULATED PANEL CONT HORIZ , lYP u..l > ' 4 EXTEND REINFORCING STEEL A MINIMUM OF 2 FEET THROUGH COLD JOINTS STL STEEL SCALE� 3/4" = 1'-0 ` COORDINATE ALL COLD JOINT LOCATIONS WITH ENGINEER 1 FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN T B THROUGH BOLT 2x6 EXTERIOR V1ALL 2 � J ACCORDANCE WITH THE MOST CURRENT PUBLICATIONS OF EITHER AISC-LRFD, T&G TONGUE&GROOVE S1 � • 5 WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPEC A-185 LAP WELDED AISC 335 OR AISC-HSS SPECIFICATIONS AND CODE OF STANDARD PRACTICE TO TOP OF � EXSTG EXTERIOR WALL O Q WIRE FABRIC A MINIMUM OF TWO FULL MESH GRIDS TOF TOP OF FOOTING � ` � 2 STRUCTURAL STEEL ROLLED SHAPES SHALL BE ASTM A50 TUBE SHAPES TOW TOP OF WALL STONE VENEER 1/2"EXPANSIONMATERIAL I DOWEL NEW WALL TO EXSTG � � STRUCTURAL WOOD FRAMING A501 L BE ASTM A500 GRADE B PIPES SHALL BE ASTM A53 GRADE B OR ASTVI TRANSV TRANSVERSE PER ARCH W/#5 DWLS x1'-6"DRIVEN INTO 5"CONC SLAB 4 TRTD TREATED 5/8"(d x 4"HOLES @ 12"ALONG � PER PLAN � 1 EXCEPT WHERE NOTED OTHERWISE,ALL 2"NOMINAL LUMBER EXCEPT STUDS 3 ALL BOLTS USED IN STEEL FRAMING SHALL CONFORM TO ASTM TS TUBE STEEL VERT LENGTH OF WALL SHALL BE DOUGLAS FIR-LARCH #2 AND BETTER ALL SOLID TIMBER POSTS AND SPECIFICATION A325 ANCHOR BOLTS AND BOLTS USED IN TIMBER NP TYPICAL SE=PLAN (THREE MIN) � � BEAMS 3"NOMINAL AND WIDER SHALL BE DOUGLAS FIR-LARCH#2 UNLESS VERT VERTICAL �� � TOSLAB PER PLAN CONNECTIONS MAY BE ASTM A307 VIF VERIFY IN FIELD (5 CONC SLAB °' � a a a &lOW - - TOW ` NOTED OTHERWISE ON PIAN PER PLAN @ SIM) � � I � 4 TORQUE INSPECTION SHALL BE PROVIDED AS REC�UIRED BYTHE BUILDING W P W THERPROOF 4 — 2 STUDS SHALL BE STUD GRADE AND BETTER HEM FIR OR DOUGLAS FIR-LARCH � INSPECTOR I ` 3 FOUNDATION PLATES OR SILLS SHALL BE BOLTED OR ANCHORED TO THE ° 1/2"f�x 10"A B's @ 48"C C 4" 1'-2" 5 EXPANSION BOLTS SHALL BE WEDGE TYPE"POWER"OR APPROVED IN CONT TRTD ac6 f� P R 0 J E C T 0205-05 i FOUNDATION WITH NOT LESS THAN 1/2"DIAMETER STEEL BOLTS OR APPROVED EQUIVALENT MINIMUM EMBEDMENT SHALL BE 8 DIAMETERS UNLESS NOTEO ° � ANCHORS BOLTS SHALL BE EMBEDDED AT LEAST 7"INTO CONCRETE OR OTHERWISE CONT L 4x4x1/4 W/5/8 �d x I I D R A W N B Y TFA MASONRY,AND SPACED NOT MORE THAN 6 Ff APART THERE SHALL BE A 4"EXP ANCH's @ 16"O C (1)-#5's CONT HORIZ I I REVIEWED BY JPL � MINIMUM OF TWO BOLTS OR ANCHOR STRAPS PER PIECE WITH ONE BOLT OR 6 ALL WELDING SHALL BE DONE BY AN AWS CERTIFIED WELDER (MAX HT OF 8'_0") ° @ MID HT � ANCHOR STRAP LOCATED NOT MORE THAN 12"OR LESS THAN 4"FROM EACH , � — — D A T E PERMIT 07.28.05 � END OF EACH PIECE A PROPERLY SIZED NUT AND WASHER SHALL BE 7 DELAY PAINTING WITHIN 3"OF FIELD WELDS UNTIL WELDS ARE COMPLETD #5 DWLS x N � I r TIGHTENED ON FACH BOLTTO THE PLATE R E V I S I O N S (2)-#5's CONT @ 24° `r ! 8 STEEL ANGLES THAT ARE USED TO SUPPORT STONE VENEER AND ARE IN TOP&BOT ° 6" EXSTG CONC � I I � REVISED 08.26.05 ( 4 BOTTOM PLATES IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED CONTACT WITH CORROSIVE SOILS SHALL BE GALVANIZED AND SHALL BE FOUNDATION WALL LUMBER ATTACHED TO THE FOUNDATION WITH GALVANIZED OR STAINLESS STEEL d I ANCHORS CONNECTION SCHEDULE � 5 WOOD BEAMS BEARING IN BEAM POCKETS IN CONCRETE OR MASONRY � EXSTG CONC � — ' WALLS SHALL BEAR ON ATREATED 2x BEARING BLOCK PROVIDE 1/2" A SIMPSON ITf2.06/11.88 SEE PLAN aa FOOTING ' BACKFILLING PROCEDURES B SIMPSON MIT9.5 TOF I I DOWEL�JEW FTG TO � CLEARANCE AROUND END OF WOOD BEAM PROVIDE 2x TREATED BLOCKING � ° EXSTG W/(2)-#5 DWLS x1'-6" EACH SIDE OF BEAM AT BEARING 1 VERIFY TYPE OF FILL WITH GEOTECHNICAL ENGINEER C SIMPSON WP1.81/7.25 d a °0 _ DRIVEN INTO 5/8"Q�x 4"HOLES ; ° � _ — WHEFiE APPLICABLE G E N E RAL 6 BLOCKING WITHIN FLOOR JOIST SPACES BENEATH POSTS NOTED ON PLAN �� �� �� VIF ` SHALL BE OF EQUIVALENT AREA OF THE COLUMN ABOVE SINGLE STUD 2 CONCURRENT BACKFILLING OF EACH SIDE OF RETAINING WALLS TO FINA_ PERIMETER � 8 4 (E) -TOF NOTES & � TRIMMERS DO NOT REQUIRE ADDITIONAL BLOCKING IN THE FLOOR GRADES IS REC]UIRED UNLESS TEMPORARY SHORING IS INSTALLED DO NOl DRAIN PER ��_4�� � ' _ BACKFILL AGAINST RETAINING FOUNDATION WALLS UNTIL SUPPORTING FRAVIING GEOTECHNICAL D ETAI LS ` -7 BOLTS USED IN FRAMING CONNECTIONS SHALL BE INSTALLED WITH ELEMENTS ARE IN PLACE, OR ADEC�UATE TEMPORARY SHORING IS INSTALLED ENG - - � - �TANDARD WASHERS AND NUTS 3 SCALE 3/4" =1'-0 1 SCALE 3/4" = 1'-0 � = S1 S1 � � f ' � � F I i , _� I � I � � � � tE ` t � E � „�� > � ' � `\�`'��p',KD� ��yi .�`i�, c � � � � TOFI= 8 016'!01/� TOF = 6206''101%2 2 TOW = 841�'-� 1/4 ,��Q� �,' ��� o , . S3 TOF = 820�-31/2 ��es eo_ � � � l � ����� � � � � � 4�_��� oo ' .� �_4�� o� 18'-78����� 2B"(VIF} �cy��na ��� � a o�;- s.� - - - - - - - - ____ � '��`���x`` � ,- - - - - - - -- - - - - - - - - - - --- — _ _ °� "w' � �� � r — — — — — — — — — — —— — — —— — — — — — o o r- ——— ———— — ——— � I - �- - - - -- - - - - - - - - - - -- - -- STEP ,,;; t � � � � � NEW 5"CONCRETE SLAB ON 4" � I TOF I I c� GRAVEL BASE ON UNDISTURBED I D � � � � � � ' 2'-0" 0" 1'-4" EW 5"CONCRETE SIAB TOW= 8207'-3 1/2 GRADE OR COMPACTED O O I` � I � STRUCTURAL FILL PER SOILS � NEW 1'-8 x 1'-8 � N O I` �� TOF = 8203'-31/2 CONC PIER N � I` Cm . ' ON 4 GRAVEL BASE ON _ � I �� I ENGINFER PROVIDE 1"DEEP � I UNDISTURBED GRADE f y � � � OR COMPACTED I SAWN OR TOOLED CONTROL I INDICATES 8"THICKE ED X � � � �� Z ( � � I I STRUCTURAL FILL PER T O W= 8 2 0 6'-1 1 1/2 I I I J O I N T S A T 1 2'-0"M A X I M U M � EDGE W/(2)-#5's CON C'i Q O � � VIF TOF = 8203'-31/2 SPACING EACH WAY � I I TO (E) PATIO TOW = 8222'-6 SOILS ENGINEER � ° REINFORCE SLAB WITH #3's @ � LONGIT N � U O O N � I I TOF = 8206'-10 1/2 I PROVIDE 1"DEEP SAWN CO _ • T OR TOOLED CONTROL 8207'-3 1/2 i 12"EA WAY SLOPE � � Z � � STL BM PER PLAN i I � I JOINTS AT 12'-0" �S�B I I I S�B � � � _ CAP f� 5/8 x BM WIDTH x 1'-0 � � � DOWEL NEW WALL TO EXSTG ( MAXIMUM SPACING TOW= 8207'-3 1/2 ,; � I 2 � a' � W/(4)-1/2"�D T B's / ( I I W/#5 DWLS x1'-6"DRIVEN INTO I EACH WAY REINFORCE "� VIF Q LL (2 EA SIDE OF WEB) / � 5/8"!d x 4"HOLES @ 12"ALONG I SLAB WITH#3's @ 12"EA TOF = 8203'-3 1/2 � TO SLAB � S1 �� ( � VERT LENGTH OF WALL WAY � °D I F SLOPING CONT TS COL / / � � � (THREE MIN),TYP LN —————————— J PER PLAN — — — — — — — — — — � — — — —_— — — — — � � � � - - - - - - — — � �_-� - - - - - - - ,, - -- - - - - , - - - -- - - - - -- -� - - - - - - - - - � , ;� , - - � � ► r _ .� �.� - - ---��� �� �� �� � — — — — — — —— — — —— — — — — —— — — ——�� __——__———— —— � T T — — — — � � / � � � ' �I ' � I I 1 INDICATES EXSTG C C � / I I � I � DOWEL NEW FTG TO EXSTG S1 CONC WALL,TYP \� `�� �� \� p 4 / / I � � I I I � � I #5 DWLS x1'-6"@ 12"DRIVEN INfO � � � � ._ � i � � � � 5/8"!J x 4"HOLES �\ \\ �\ \\ / / I � � I I 8213'-31/2 � � \ \ \ \ � I I TOW =VIF TO SLAB I I \\ \\ \\ \\ � � � T � � \ \ ��� ���II�III I II���II� � ,�f C� TOF = 8212'-10 1/2 I I I� � � � I I ,� ii ii�p'i, i / I ► � � \� �\ \� �� �I I' � ��,��i;�� / , , I I� � � � � � ����� �,�������. Z �'��' �'�i„�i,j;iilijii;;�',, i � / I i � � ( �\ \; �\\ \� '�� � i,,� �h!��:��i�: , — � � � I ( INDICATES EXSTG i;'�,; \ �,,�il� I � � / NEW 5"CONCRETE SLAB I I FTG ,TYP `\ \\ `\ �\ ��il;�;l�i 'II W � / I � � I I ON 4"GRAVEL BASE ON � � \ \ � \ ;�,;�;'�,�,;�� IiI�I�I'�' W !'iilj�'ll , �i k � ! I � — — — — — — — — — � � �� �� �� �� 'li,��' I �qi;��' z � UNDISTURBEDGRADE !,�,,,;,,,:,,, , ��i�;; / I I OR COMPACTED � � � � ��I�IIII I '!I���; � � ' STRUCTURAL FILL PER — — — � — — — — — \\ \\ \\ \\ „��:�� �� ' , � — / � , �, I I I I PROVIDE 1'I DEEP�AWN � i I III,I I�III; ' 'I II I�I i [ \ \ �\ \ '� �;I'il� ' I � � �, �i��,,���� , � � � h'i �;�i I�i' Z � / I � ORTOOLEDCONTi�OL "� / \ � � \� � ����''�IIIi�i,I�II I,,.' f / i i CRAWLSPACE �_� I I JOINTS AT 12'-0" � r CUT DOWN TOP OF E CONC ,-,� \\ \ � II �Ilil!;,•;,,� ';,�li'!��� W / / I I L_, MAXIMUM SPACING WALL TO ELEV 8213(-31/2 � � _ _ — — — — — '`� /� — � ` � � I I � � � ( I SLAB WITH #3's'@�12�CEa I I � �� � � � � � � � �� � ��C � I I I I WAY I I � L 4x4x5/16x0'-8 1/2 W/(2)-5/8"QS � � / � / C 1�c30 CANT BM f � � � � _ \ / �/ /// `// /I/ ' x 5"EXP ANCH's / I I I � L 4x4x5/16x1'-0 W/(3)-5/8"QJ / I I I I co � � �� �� �`g// // 1 J ll E , ()-D3/4�d/TB s IN CHANNBM HT W/ � � i i �D� �i '�,1�n I l U O x 5"EXP ANCH's / / �� � ( I I r� / V7� // �/ ❑ � 2'-0 x 2-0 CONC PIER ° � � I I / � f � O � � • a a a a 3'-4 MIN 4'-8 MAX � � n � = Y Q I � � I I � � I ° ER PER AR H I r� (E) CONC SLAB ON GRADE �7 f� � /� `�/ � � STONE VENE C I I � . � a aQa4 - - — — - - - - � � I I I � /,' ,'/ /,' ,�/ m O ! _ a QTYP � � � � _ r� W � a a I I ' � O � � � � � � �� ,a � � I I "' CUT DOWN TOP OF(E)CONC DOWEL NEW WALL TO EXSTG � �� � � � W/#5 DWLS x1 6 DRIVEN INTO W U � � Q a — — — — — — — — � � I I I DOWEL NEW WALL TO EXSTG I ( WALL TO ELEV 8213'� 1/2 �_ �� �� /� �/ � � W/#5 DWLS x1'-6"DRIVEN INTO �� ° �� Q M J ° d a d d 8'-9"(VIF) r� 5/8�X 4 HOLES @ 12 ALONG � � � ' � 1�4�� / I I I 5/8"0 x 4" HOLES @ 12"ALONG I I LJ VERT LENGTH OF WALL // // // // <' J 4 (4)-#5's VERT e � � VERT LENGTH OF WALL � � � (THREE MIN),-fYP / / �/ / � / 1/4" � ' , (THREE MIN),�'P — I I — — — � I � M — — — — — — — — — — — — — — �/ /L _ / / O � � � a aa / � � � ; a Q / / (2)-3/4"Q1 T B's - — — — — — — — — — — -- — — — — — -L — — � - - - - - - - - - - - - - - -- - - -^- -- - - --�—� - - - -- - - - - - - -=-0--- - - - - - - - - - - - - - - - - - - - -� i�� I - - - - r r� - - - - - - -- - - - - - - - - -- - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - O � .. 82 l� — �' — — �Ll_ — � t #3 TI ES x '�]r @ 24" ° ° ° a e .=�� a" 6" 1 a' — — — — — — — — — — — — — — — — ('� / 1 � � 11 11� 5-� I I C ' ' I J lJ E 1 7 ° T - W #5 DWLS x1'6"RIVENT NTO ' 1 W , � a � / _ 'I I' I 2 I TOW = 8216'-31/2 _ W/�2)#5 W SG 1T6 DRSV N � TOW - 8216'-31/2 � �� / 5/8 0 x HOLES @ 12 ALONG , „ „ , „I TOF = 8207�1/2 � TOF = 8203'-31/2 8207'-3 1/2 1 I INTO 5/8"fd x 4"HOLES WHERE �' ., VERT �G�f�fiOF�AIQLL 2-0 0 1 -4 .�N S5 ,q � 3 � J � , / / o * ' � I � I � I I o TO SLAB \� S1 APPLICABLE,TYP Q , a � ` a r � � t'' --� TOW 8231' 10 1/2 ti TOW = 8207'-3 1/2 � 3 � NEW 2'-0 x 2'-0 � � I I � ° / � / � / I TOF 8212-31/2 L� �1 TOF = 8203-31/2 S1 I CONC PIER � € ' � ° e a � � J —� �,,,� � j / / ra DOWEL NEW WALL TO EXSTG � I I O � ° ° W/#5 DW_S x2'-6"EPDXIED INTO � o Q � .� � � � T � a v a a a / / 3/4"�d x 6"HOLES @ 8"ALONG � TOW = 8232'�1/2 I I C TOF � � � W , . VERT LEI�GTH OF WALL � � a . ° / 1/4" / � / / BOW - 8228'-3 1/2 11'-0" � � ma a / / � g-Oa (VIF) I I � NEW 5"CONCRETE SLAB ON 4"GRAVEL i � � a a ° / DOWEL NEW FTG TO EXSTG I � / I VIF BASE ON UNDISTURBED GRADE OR � � a a / #5 DWLS K1'-6"@ 12"DRIVEN INTO / STEP 2 COMPACTED STRUCTURAL FILL PER SOILS g2 r n J / NEW 5"CONCRETE SLAB OR�4"GRAVEL o TO SLAB ENGINEER PROVIDE 1"DEEP SAWN OR � �� � � ° d a / 5/8"0 x 4"HOLES / � � I S3 I TOF � BASE ON UNDISTURBED GRADE OR o� � '- " O g I a / TOOLED CONTROL JOINTS AT 12 0 COMPACTED STRUCTURAL FILL PER � MAXIMUM SPACING EACH WAY � � � � � d a � �� / � � I SOILS ENGINEER PROVIDE 1"DEEP 8216'-3 1/2 I I I 1 6 DOWEL NEW WALL TO EXSTG / � � TO SLAB REINFORCE SLAB WITH #3's @ 12"EA � � c� TOW = 8232 31/2 SAWN OR TOOLED CONTROL JOINTS AT I _ f _ � a W/#5 DW_S x2'-6"EPDXIED INTO / / � - '- I 12'-0"MAXIMUM SPACING EACH WAY I I� WAY I � - � 3/4QSx6 HOLES@8 ALONG -� N L ___�------- O E a �, , a VERT LEI�GTH OF WALL � / TOF = 8215'-101/2 REINFORCE SLAB WITH #3's @ 12"EA \ ———— ——————— ———— � / � / o WAY � � � . ° ° / � °° � �a �/4�� N � / �� / � � / I _ I � INDICATES 8"THICKENED � a a d -' ' / � — J � EDGE W/(2)-#5 s CONT 2 S1 � � B LONGIT ( EMBED f� 3/4x1'-6x1'-6 W/(4)- VERIFY F�GTG RET WALL � � / 11�����N�� STEP � � a � nI € 3/4'Y1J x 12"H A S o o = AND FOO-ING / � / TOF / � / 5�_0�� 17'-118�� N�� 1 V � ° �J ELEVATI011S / / t d d a d d d a a / � "t a n a � _ a d a a a / � 1/ 1 1'-6�� ��� 1�_6�� � 22'-118�� NIF) � 8'CMU STONE VENEER d � ° ° a � � ` � / � TOW = 8220'-3 1/2 �� r E SUPPORT(BELOW GRADE) a � � / � � S5 TOF = 8213'-31/2 I STEP D R�A W N B Y TFA _05 z ° a o � � , �� � � I TOF �N �� _ �_ REVIEWED BY JPL o � FO U N DATI O N P SCALE. 1/4 — 1 0 , � , ° � da � / �f � E Tow = s21s'-31/2 D A T E PERMIT 07.28.05 � a a / STEP � o � TOF = 8213'-31/2 E � PLAN NOTES R E V I S I O N S . � CONC FTG PER PLAN / � TOW = 8220'-31/2 TOF m �- S T 1 NEW CONTINUOUS FOOTINGS ARE CENTERED BENEATH FOUNDATION WALLS UNLESS NOTED OTHERWISE ` ° ° � � � / TOF = 8213'-31/2 = _ 2 NEW CONCRETE WALLS ARE 8"THICK UNLESS NOTED OTHERWISE 1Q REVISED 08 26 05 � � I 3 NEW CONCRETE FOOTINGS ARE 10"THICK AND 1'-6 WIDE UNLESS NOTED OTHERWISE � � / C° STEP � 4 STEPS IN TOP OF NEW FOUNDATION WALLS ARE INDICATED � � / - - � � 5 Q INDICATES CONNECTION TYPE REFERENCE SCHEDULE SHEET S1 � � TOF � ° j � 6 NEW CONSTRUCTION INDICATED ( ), EXISTING CONSTRUCTION INDICATED (— ) ° a a / � / TOW 8218'-31/2 � _ REINF PER SCHED � � TOF = 8213'-31/2 TOW = 8216'-31/2 7 DO NOT SCALE DRAWINGS VERIFYALL DIMENSIONS WITH ARCHITECTAND EXISTING CONDITIONS � d� � ' ` ° d SHEET S2 / / � TOF = 8207'-3 1/2 � ° a a a ° � ,� � ,_ 5i ISOLATED SPREAD FOOTING SCHEDULE / 14 1B (VI� 4'-0" 3'-0" 13'_8" 7'-0' ' � EQ z�-o�� Eo / / � � LABEL DIMENSIONS REINFORCING FOUNDATION _ M � � �� � 2��-s° A 2'-0 x 2'-0 x 1'-0 {3)-#5's x 1'-6 EA. WAY REF SCHED , P LAN . , � B 2'-fi x 8'-0 x 1'-0 (9)-#5's x 2'-0 TRANSV _ 1 SCALE 3/4" = 1'-0 / � � / 3 -#�J�S X 7'-6 LONGIT S2 / � . � � / C 3'-0 x 3'-0 x 1'-0 3 -#5's x 2'-6 EA. WAY . / � � D 4'-0 x 4'-0 x 1'-0 5 -#5's x 3'-6 EA. WAY � �� �� � E SEE PLAN DIM'S #5's @ 12" EA. WAY ' � �� /f f �� � , � �, , I � . E_ ____- — --- _ E � �� � r � � [ t, , F ����eyA �yr`�� � �-y�°t°y,E,�D ,o �—' �' G.�d � ^ . � 2x6 STUD WALL @ 16"O C ° � � °1 � � � �a�4 � r- � ,�"�e�" �� � ��,� � z,�a@: � � �d �d' ` � � PEOR PLAN7/8"RIM BD °E��,,��o ,�� t r� � � 1/2"QJ x 10"A B's @ 48"0 C 3/4"T&G PLYWD �'��� �� `T � �, � � 1 IN CONT TRTD ac6 f� 8116'-0 1/2 r (N)-TO PLYWD S3 INDICATES NEW CONT �� � , � B�/4 x 11 7/8 LSL RIM ��`�ol � � � M - ., �� - - - - - - - - - - - - - - - _ _(N)W10x398215'-5- - - CONT N � f` M � - 8215'-11/4 - - -- - - � � � � ° (N)-TOW i i - - - - - - - - - - - - - - - - - - - - - - m O � � � . � � II � � V 00 � STONE VENEER 4 4� 11 7/8" I-JOIST PER PLAN � � � I CO �1` � Z � � � PER ARCH � I �- O � I J � � � 8216' 0 1/2 X � � �w Q � � j #5's VERT @ 16"O C I I TO ( } PL D v I � � r � � � � r I � � f i d a #5's CONT HORIZ I � N � " T [ @16"OC � � Z I � � � � I i Q�P Z o N � CONT L 4x4x1/4 W/5/8"0 x a � I � � TO(N) PL D z ;�}-� C ' 4"EXP ANCH's @ 16"0 C ° (MAX HT OF 8'-0") � � EW� 12 L DGE W/( )-10d N I (2 -5/B" � -_ � � x 5"LA S@ 16"I (E}S LID I � � �1 i J — — — _ y..� i r - - - - __ �-i �,_-� _T _� -i-�-�T - -� -i- i -�� -� - �-�_���-�- � � -► >� � � ' � i i � l� � - - - - - - - i i i i � � � a o � I I I I I � � � I � � I '�I�, I c '� �,:,;,�,�,,,!II,;';,,'�i''� c� f � I I I I j ( � i I I I � III „��I��q�;!I������,I i z � @ D�WO C X � 4 a I I I I ( � I I \\ � � . ��� ' — E 1-0 I I I I � � I I � � I I I, �� �,���;�;� � � I I I I � I I � �I i ,��,,�,����,,, ,, ''�I�!!,i,.�!�Ililllllll�j�lli��l�l W F (2)-#5s CONT � � I I ( � � IL� �Y ISTING J I�fS 16 � \ \ I�� I lii���l,�i�il� il�� , IV�;'ll"P;jli�l�llll���l�' W i TOP&BOT I I I ''�" � @ � \ II I,IIII�I!Ilill.���llil��lp�4� ; ,,,,,,!;I,;,u,; I Ill�l�yrll' Z i 1/2"EXPANSION MATERIAL I I I I I \ � i,II�iII�I� �' I� ����r;V��i,I �'I — � I ' 8216-31/2 � i!,Il,ill� I�I�IIII,I� �Ill��l��l.�l�pii� I�IVi�'!�jl,ii�0,'� � I�I�II #5's x 2'-10 @ 16"TRANSV � � I I � ';�i � �' ��' 4"CONC SLAB I TO E PLYWD \ \ 'I�;�'.i'iii'���'"i�il!'jl�i"li iNPl;ii i i I II I� jl,i (' � � ° @ 1 g�� I I I I 822�'-3 1 2 � I � � I n � � I I �� ��i�I�illi iill�ll�ll I,�I:�IV� I �;;'C:ull',I�I�I�,, � 4 (5)-#5s CONT LONGIT 8207�_3 1/2 � � I I TO(E) PL D ( � `��`� I I \ , II I��� W y 8206'-1 1/2 Q o (N)-TO SLAB � � I I � I � — — — — — — J � — -- — —� � I \� � (N)-TOF � t � ��I \ \ "^� \ � o � � ° d ° � I I I I � I�� Ii � � I � /� � � /� / Y \_ � c � I \ � k � � a ° , N I I I I � IT � i I �/ // // \\ � IBNDI� ES STG � I I \ \ \ ° ° I I I I C WLSPAC � �Z'` I � � � � � I � I I — -� ' � �_ �� �� �_ �� PERIMETER DRAIN PER ' 1 8 S 1 0 � � � � � � �%'�_ �_ �_ �� v I��_I �� � � �,`�I� — — — — — � �_ �_ � J � GEOTECHNICAL ENG 3�_4�� I I I I �'�=' � � — — — � � /> � � � � ' 'L� '� ' � � �� � �� �� � � � ;i�- � I I � / , � O � . 2 SCALE� 3/4" = 1'-0 � � I I �1`� ��� // I � ' i ' � � \\ \\ // /� I I I � � / � � S3 I I I I � II � \/ ' � � / I � \ \ / � O Q � � ' STONE CAP&VENEER I I I I �I I //\\ � � / � � � � �� � I � /� � � I '� PER ARCH I I I I � I� � � � � � � m ( _ 8232'-3 1/2 a � � I I I �� � / \� \ � ,/ � /� � I I /�� W —� I I I I I j / I I / / � w O t . 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