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HomeMy WebLinkAboutPlans - 1990 � � , I henry prett ' � arohit�ots � 39at apnorn ro�d ra�l oolor�do 91md7 (303) 47S-tOJ1 � . i-„- ....a�,..,..� _�.._�........,....� Indicates 100 Year Flood Plain Lirnits , F,,,; According to the Federal Emergency Management Agency , l Flood Insurance Study for the �'���� Town of Vaii , Eagle County , Colorado �� Y? Community No . 080054 , Page No . 41P ��� � November 2 , 1982 ' ���� �ra ��� - ' �� m�•� , �� �n��� '� �� °�'�r� � � � � ��,� � � � � � � //� //� /�� t�:'�r., � � e� � � �� . . , ,- /�G ����� . � � F .- . � � � O . . , � 'q 0 . , ,- ,� � -�� . , � � � . ��� � . � - �. i � � � ,�' . i �i ,� �J � � . 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" , ,. �- _ �. , � - ""� , � ��r� � � . f � —_ _ PREWEATNERED COPPER SNINGLES- - � i TYPICAL AT ALL GABLE ENDS ' � � , , _ EXPANDED METAL CNIMNEY CAP- , ,�„ � � , ' PAINT , � , � i��� � , - � i ,_ STAGGERED BUTT CEDAR SHINGLES � c � ' ' AT CHIMNEY-TYPICAL- STAIN , � „! r t ��� EL 92' - II ' � � , � � , j RIDGE f' EL 93' -8' � R I DGE � � � � ���1 E L 9 1 ' -3' _ PREM I UM GRADE SI-IADAN L i NE � � �2 DORMER_O• ASPNALT SNINGLES � � ^ DORME R L, 12 , ^ � 7,2 � �'2 STA�NND 2 x I O CEDAR FASC 1 A- , -V ' Q' - � . i:J � � � �� STA6GERED 9UTT CEDAR St�11N6LES- ` � `-' �� � STA 1 N- TYP I CAL � ...� �,,,,j • � r�.���� m �/�"'� _ , % �� ; `� Ix6 CEDAR RAILING BOARDS- STAIN LLI \.l :� �: , � � t o a �: o o .�.... � �` ' �.� : � 6 x 8 NOM GLASS BLOCK • N ' � ~ EL 9Y' -3' � `� � `� � `� � `� � `� �— 2x CEDAR TRIM AS SHOWN- STAIN J � UPPER LVL '-' ❑ ❑ 0 C3 ❑ ❑ ❑ p p � {�/ ...» �! ``� A i� ' ` � �� � i� �`,` � �rI � _ �� � � , �O `` 'O � , � M N � � ♦ � A � � i � � , i � �'' ' �` 0 �` O / s % 'PEELED' VVOOD COLUMNS- STAIN � � EL 66' -6' � ' TO MATCN SI-IINGLE SIOING " ' , , <rQ - � ENTRT LVL � . , � EAST ELEVATION " 'r _ _ PR I�MARY 0!.`OO�NDTARY - �OhLl� 1/�• • t•-O• t h �v ___ � II 1 � � r � . i i i ' ♦ O OD `ON �ri. �� � � � � � '� � � � i � i � � ���'� ❑ ❑ ❑ ❑ > i �� PREWEATLIERED COPPER Sla I NGLES- � � .�O° ' � ., TTPICAL AT ALL GABLE ENDS --� -- --- ,� `. � ate I� � ��: EXPANDED METAL CNIMNEY �AP- ----- --- Revised. PAINT i>, _ � STAGGERED BUTT CEDAR SNINGLES- � _ STAIN . - �,,.�ot.}�'H �l,_,�VA I c�I�.� --r � PREWEATHERED COPPER FLASN i NG �'- — 1, E� q2� _ � � • �_�� ���^� �t_p '�`�"'� AT BASE OF CHIMNET --- - � 4 � ������� -�' . i—� EL 91 '-6' �RIDGE y�� DORMER � .-_ ���� _ "' PREM I UM GRADE SNADCXN L 1 NE - / � ���:e�, , — \ �' w.-.;. ASPHALT SH I N6LES �2 , 12 � \ � �Z ��'�� I x 4 AND 2 x I O CEDAR FASC I A- _�_ � 7�� � �'� ,,` ,, ;�; STA I N —i�- \ � � � ;;�°`,.�`�. ' � ^ ' �`��'�'" � STAGGERED BUTT CEDAR S{-IINGLES- � - - --- „ �,�-,y� r,,. - — - � �,�` { '�;„ STAIN- TYPICAL ,: . , r t i i , �:,� � , '`������;' � �-`+�` ���' I x 6 CEDAR RA I L I NG BOARDS- STA I N � � n n * _ ���"�`"��. -- _ 0' °� � �` �G � I I �* � I �s.,F , . � m��t�;� TM - , `,r' SEE ABOVE FOR ADD'L NOTES ��� �� �� � �--�---------� � � �r '- ° ��� iii � ii ii i i i : �` : �� - .��'�tn;'_-� � � 2x CEDAR TRIM A5 SNG✓UN- STAIN � `;�:>,��;�F Ili 11 (j j L___________..1 ;�'� ,a��y,a � ❑ n ❑ o �� _��,►�--- : � �_ � a�`�='-��:� . ��---- ---- ; � -----� �-- -- , � � n<�� ��' ; ; �� � � � ; �, , � � � `O ``` I I 1� O / � S � i K � �•''- i�."� � �� k 1 1 1 1 1 �� i �I �. ' ALUM I NU�' CLAD W I NDd6VS-TYP I CAL — i i �� � � � ` ' �,M1� � - 1 1 �1 i � � ��� ��,�,,, � � � 1 � ' \�� i 1 1 � + � � Sheet Number--"� . � _ DASI-IED L 1 NES SI-ICAN ELEMENTS �J A,� e OF ELEVAT I ON BEI-I I ND GARAGE �, + . WEST ELEVATION - ��� �r.• . �•-o• ` PR��MRY a�oaa�r � 3 - � �r�_,�,..�. .._ _ „ ,..,,,.�.,.,-�....,��o.z-r,•r..�,•„ . „t,. � '°�."�r""„r;-.""�"�,4 � .tiR%y,ri�'�' �bnXr ; �Py'�-,-�,�y .. . �. H`.:s��`�`w+'d'���'�a.o- ,�t. �i�� 3h•� ., - � i k-��y�,;, �i..� ,. . . •!t" d'5�,; , a. '-6 . . "1 _ . . � , - . , .� -, ., � . � . . �4 � �4 � � t . , � , , . F - � . .. , . r .� , �� , . ._ _. .� � _. , . , , . . _ .. � . . � , -- r . .. . - , , L� --.':..�._,r'��. _._,. .._.. ..._ .__. _. - : �. • - . . ..,�_ _. '_ .,�.y. . � . , , " ___ ' � j — -- j1 ��.� 1 1 � � i f �� �� � t } � • �'�, � i, � , ,� � _ . � � , � r � � 1 � Indicates 100 Year Flood Plain Limits � According to the Federal Emergency Manogement Agency Flood Insurance�, Study for the � Town of Vail. Ecgle County. Colorado � . Community No. 080054. Page No. 41P - November 2. 1982 � �� . � ` FOR, , � � , 1 MANHOLE #MHB-49.1 RIM = 8361.72 (BENCHMARK) � � INVERT IN = 8355.53' ' ' � i i � 1 i /� � � ' �. � / . / / � ` , / i � � '�� � � � � � � �' � �' / � / / �,� � ���_� I ' eR/� \ EDGE OF PAVEMENT � � a, � e�' G��' ,,�` ,:,� GF . , � ' 'w \�� � . � , � �� ,,��a ,o��F/ � �Sp� \ _ �\ �� / G� � � R � / ,F,{ '4� \ � � r \ � � 't �.� � � $ _ � � . / ��� � � \ � ry � _ / \ ,� � 5 � �' i � � � � � � � N OTES: �� � � /��� �a � � � , / � \ � ,,�`"° -�� / , � � '� 1 S U R VE Y A : ° i ,,. � / � / ) D TE March, 1990. ��� �� �'°' 2 BASIS OF BEARING: The Plat for � ' � /� ,�/ -� �, / � �,, ) 1�f ,�' � .� � � , � � . � � / � � � Bi horn, 2nd Addition. �� 4 � / ��7 / \ g �. ��./ i � � � � ,� .y,=r/ � ,,[/ r � � 3) CONTOUR INTERVAL: 2 feet. ��� ,O / �+ I i '`� . ��- / / �' � 4) ELEVATION DATUM: Benchmark at the rim / EDGE OF BRUSH � I � \ of Manhole MHB-49.1 havin an elevation �' �����T �, , � l 9 i RECORDED W BOOK Y17 AT PAGE o7 � � /4p � I I \ s o f 8 3 61 .7 2'. - " Q.OSURE ERROR� 1 06' ""�,,��µ� � ' � I ,��e�•'�' � � - - . J , � 5) Easements are based upon Deeds and the ti , � , ���� ��7 0 � � � ,� Plat of Bighorn, 2nd Addition. �, , REOOROED IN BOd(33S AT PACE 37E � � / 6 A s n o w d e t h o f 3—4 e e t x i ` � # � � 1 ) p f e sted on the I � site at the time of surve . � � � p Y ~ \ I / O BOULDER —1 I \ \. v � I O � m \ � LOT 2 � l g , �� �� �.9 839 s . ft. I � � � q � � / � , � 0.69 acres I / � � I � ye� O� o ,7� I � � 3 ��, LEGEN D � I � � .� Q` . I M ry J `� INDICATES ELECTRIC MANHOLE � m LO T 3 I \ / � � BOIJLDER � `�°�• � ?';�. � \ � � / �, � �. \ / � INDICATES WATER VALVE � � / ' o � � \ � � INDICATES FIRE HYDRANT ' � 1 � � \ � CHAINLINK FENCE � � \ T INDICATES BURIED TELEPHONE LINE 1 � � � � 1 ��� � INDICATES TELEPHONE PEDESTAL . � �1� �J 1 ,`/ / ' 1� vl /� � �ey � \ t � � � / ���/ EDGE OF PAVEMENT " ' Johnson, Kunkel ; / � � & Associates, Inc. � / � - , LAND SURVEYING MAPPING CIVIL ENGINEERING EAGLE VAIL DENVER � GRAPHIC SCALE ' 328-6368 949-4969 287-0835 , 20 o io 20 4o eo � P.O Box 409 113 Eost 4th Street Eagle, Colorodo 81631 � ,�� .,- ( IN F'EET ) � 1 inch = 20 ft. ORAWN BY.• RM p,q�• 4—4"9� ' � � CNECKED BY.• SS ORAWING NO.: 90073TOP . I , �, ;; , ✓OB NO. 90013 SHEET OF �� � 1 ' ;' i ,> � , . , , � � , ., _ �� '�� ����� " �'A...}� �. 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GUEST BEDROOfM i ' "o.�`~ ' � ' �� I �O \ � " � � I \ I \ - �Q ,� , ,. � , Z . , � I / I TCFIEN � � ---------- ---� � " � � -,.� � � � � � . j o ' � � �\ � � � PR IMART UN I T- La114ER LEVEL � ry � o � i � \ i Q � o � � � � � _ � j , GROSS AREA - t795 SF (EXCLUDES GARAGE) � 4 O � I p � DN � � � GROSS AREA - 2253 SF � ` "" �y GRFA - 1701 SF � DINING � � � � y M GARAGE GRFA - 424 SF ,- ( LIVING ROOA� � � � I �� � � � j � � � " � O — — — — — — — — — — — — — — — — — — — — — —— — — — � � / � R �O O ��" " , � � ' � - -- - ' � / DVVO � � � � ' ` � ,.,.�. � � � � , . O " � i i NALL R ANOOK ST J — — — — —Y I - l � , , , �.M ' (�1� . , I �/ I \ �� " I O ' ------ I I � � . ' , � � . � I /� I \ �� i� i � ( - ,, , DECK , ` ' _ . � � _h' . � ....1 C� �J � i � � i `\ �,"° �0 � L � . � ` ' " � , � � ----- ----- � - � IIII � - - - - - - - - - - - - - - - - -- , � , , � �..� �� ;, � � �e Q Q ,; � , �_ _�. \ , � NT � Y L � U � L P LAN � � , ;� � � ,4 l �� � - 5 , � .� ,. � , - L - - -� � - - - � SCALE � I / 8 " = I ' -O " � � � � \�� � � W � �I I ' Oj r `JI I j � " SECONDARY UNIT- UPPER LEVEL - � i — J 6RFA - 1218 SF PRIMARY/SECONDARY BLDG KEY N I i �� GROSS - 1401 SF -- � � CLOS � I � ` � SECONDARY UNIT TOTALS ' � � ° ( I � 66R055 - 30?O SF i i i � — — -; -�... S � i i i ; p � I I ; � � � � � � . � a MASTER IBEDROOAA F � � � � � II - � �----------------------------, � �O� I I � i� r �1 � ' VA I L, � � ° � ; 11! . � � � - -Q —�- -� -- - � , ! �� z �a _ � ; Date �-,/I�/`� , � 8Y. �� ' ' �"������-, � Revised: DATE�l__ _� , . � . � � PR I MARY UN I T- ��LEVEL ' � � DECK i 6ROSS AREA • 1688 SF �� � GRFA - 1486 SF , GARA6E ROOF � i i i i i � , i i ; ; PRIMARY UNIT - TOTALS � � , � i 6ROSS AREA - 3493 SF (EXCLUDES 6ARAGE) '-----------------------------------------! 6RFA � 3 1 97 SF (EXCLUDES GARAGE) GRFA UNUSED- 233 SF (ADD'L 176 AT 6ARA6E) � UP P E � L � V � L P L A N PRIMARY/SECONDARY BLDG KEY SCALE � I / 8 ' = 1 ' -O ' � N S Sheet Number P � --•, � � - .;.�. � --, - ; ' ` � ■`� , - , � _ . � � , , - .. ...�.�.,.,........�.......w � . ' ` , � _ , /*JV -- — — — — — — V*� a � � 4 � _ � henry pratt . . / � �'�° � Z � . , 2x WD FRAMING AT 2x WD FRAMING AT ' 1 2' -O 3/4' 19' - i0 1 /2' 8' -9 I /2' 1 6' O.C. - STUD S I ZE 16' O.C. - STUD S I ZE arch�tects , � AS NOTED A5 NOTED 2 2 FULL DEPTN F I BERGLASS 3841 biphorn road I' �, SOUND CONTROL BATTS veil, coloredo 61657 � 5' -3 3/ I 6' 9� 6' -O ,I /2' 5' -3 I /4' 8' -9�¢ 6' -O i /2' 4' -O�. 6� 3' -2' 6• 2' -7• (303) 476-1531 � SEE SNT SI R.O. � R.O. � � FOR DIMS TO COLS 2' -O I /2' , -R.O. 5/8' TYPE X DRYWALL 5/8' TYPE X DRYWALL � � � e BOTN SIDES (TYPE WR _ BOTN SIDES (TYPE WR � ' AT BATI-IS. 6ARAGES, ETC) - AT BATNS. GARAGES, ETC) - ' - }Y{. K�^-' I TEXTURE AND F I N I SN AS TEXTURE AND F I N I SN AS I '� t,� ���� — — — - — N � �� �.,r ;�- 4�.,�,�°�'�:�U_.,,4� ,�� :,�"' .>r ��* NOTED NOTED I � a ' ��`�� � I _ � 3.0 � N • �: << 3.0 � � a � � � - � �, 8.0 � , � o I , � 4.0 � Y t` 0 0 4.0 v � � � � N � " : : ;% ER .a � � � INTERIOR PARTITION INTERIOR PARTITION ^ �b _ _ � � � . C W G 8 ' �} c� '`� I �° �' — � N `�� � � '°'� �'�"` ` I .0 I NOUR I�ATED � . � I NOUR RATED I � I E3 - � O ` ( � � B TN AT 4 _ r � I . O — � 9 I / � , 5' -O I /2' ; � T W G G '6' 4� �` . ' b �= LA NDRIf , � : ;. . '' = � � \�' N rF � � � � W G G � 0 � ;,.r. �=�_ ,�:,�:���;,�h�- o I /2' '� � � � � _ p' �� "� .� �,,� ' � 'O b ' G-� O '� t �;. ' � ;� N PARTY WALL WITN I /2' SNEATHING-TYPICAL ' P' . {` � � � SECONDARY UN 1 T- I /2' SNEAT(-I I NG-T1fP I CAL � � �b 3 � � '`� — SEE SNEET A2 . 2 . I � � � 2 � �6� " � � � � FOR SECONDARY STONE VENEER AS NOTED 1 R.O. 12 � " � � �2� �; 8' -`1�2 =� a OVER FULL BITUTNENE MEMBR + � � UNIT PLAN EXTERIOR WALL MAT' L AND � - � � � � � a "' 'k ' — MEMBRANE AS NOTED / 16' O.C. - STUD SIZE 3 1 /2' P � 8 I /2' � 5 1 /2' lO � - . /' 2x WD FRAMING AT � '� 2• _3 � �Z• . � i O �p � 2x WD FRAMING AT / c� N � : :' -- — � I I 6' O.C. - STUD S I ZE � / � AS NOTED � ,z � w� ( ;; y� N ; 2 AS NOTED �/� /� / 2 FULL DEPTN F I BERGLASS\ \ ��1 — T T 4 Y� Y � �J.O I �FUL L DEPTN F I BERGLASS � / BATTS-TYP I CAL $ L L ,� I �. — — — — — — ;� p �` ' C W G �# � I BATTS-TYP t CAL /� /� / � ' cr � p 2 � � �' � � � � 6 MIL POL7ETNYLENE I i ' N � {' � � � 6 MIL POLYETNYLENE / � VAPOR BARRIER-TYPICAL �' C W G G 8 � - .>-a ...;.��,��_ �; -:�.,�.,,.. `�.: � ��s- ....�:�.� _ -.T .���-��__< '� — I / // E /B R 5 -� -...�.�_��� ,a,. �,,— e.�' •.�.... : : :.'-.x�r-� ��" x�' � c� ��" :�_ •s VAPOR BARR I ER-TYP I CAL � ,� : �n ( /� 5/8' TYPE X ORYWALL � �' ENTRY I 5/8' TYPE X DRYWALL � �� � AT INSIDE (TYPE WR Q � W n 3 �2� 5' -9' 2Q,p• 11 ' -2 1/4' 3' -2' 3' - II I /4 s' ST W G G 8' I AT INSIDE (TYPE WR � / � AT BATNS. GARAGES, ETC) - � � � i� • . I . I I .O Q,p, '� • � AT BATNS, GARAGES, ETC) - / /� / TEXTURE AND FINISH AS , �t `O � 23,�" � �'' p � 6 � �2� y� ��`' � TEXTURE AND F I N I SN AS � / �� NOTED � �2� 17 ' -4 1 /2 ' _ P 6 � � Ot 6' -7 1 /2' � . �3 �i — ( NOTED �/ � . — 2 ' - 10 3' -9' 9' - .. 4 � cn 3 1 /2 3' -8' � R.O. g � ' a ' • � EL 66' -6' 5 1 /2' � �_______ _______ � N � _ , Q UP O t» � -- :� " - � FIN FL \ 3.o EXTER I OR WAL L .0 EXTER 1 OR WAL L w / STONE VENEER 3.0 _ �===a---- —��_—_� ��: = " _ k � t � - - - P � � r � �s � OPT I ONAL BATN / I I I . I ; N 2' I ' E � T � � ,k..��. . , , � � (RGN IN ONLY) � � � � u - � �, ^ , � � � r� �' 4.0 � 1�� . � ii � ' • O P � ` lo � � p «, 'n ' T----- � � 4' - I i /4' ;� �'�' � e I � � � --- -- ?° � O SEE S{-aT S I ' �. 1 I I � � � • ; ,� I `= FOR D I MS TO '� i 5 I /2' v ' EL 66' -6' ;o : I I i ` . I I � L - - � COLS $ ENTRY SLAB ' �� I I� � i r'I al ^ _ • � � p T.O.STONE I yi�, �-———— ,..�.., _ �——-� �',�, � tv - - - � �"..a ' ,.r�.<.*.. 4s'.�_' °�_ - 'c=^_- - ::�:.`. - r�y�, _x:o-c`y4�-r}�:" . 2.�"s '°;�'_-. r�r"�t-'�>.�� ;'! ',3 i � � ' c� •N > — — — — — FULL DEPTH UNFACED �' ` � `�T�C�CxE;��"� � � _ '` PROV I DE '� ' _ ___ `t O — F�BERGLASS SOUND � µ, O Z,c¢ �t..117'�� � '- =�' (5) ADJ 1 6' ; =„ • STAGGERED WD FRAM 1 NG AT ' BATTS '� !y n�� 2Y� � ; � � a AT LI�NENES ' � O 2 4 AS'NOTED STUD SIZE ?6' O.CR�STUDASIZE �, , � ,� � CLOSET � 5 I /2' � AS NOTED � � BEDROOM 3 c' ^ - �� N = `� 3' -O 1 /2' FULL DEPTN FIBERGLASS �� 2 6 MIL POLY VAPOR W ` BARRIER AT STEAMSNOVYER - I .O � � � � �� �� '6 R.O. 3' -2' BATTS-TYPICAL 1 � V ' � N • I ' -3 3/4' 9� R��� N 2 LAYERS 5/8' TYPE X F� WALLS / 1 _ O � , 0 �0 3 � �2� - _ DR1fWALL (TYPE WR AT �: WALL TILE OR MATERIAL 7 O W N � p� p Y�_�,,;n,,,,�t�.��q�:_,,,,��, ,���,f�,,,�.,r � � � �2� BATNS. GARAGES, ETC) AS SPEC I F I ED-TN I NSET L � nt ,�{Q _ u��"` �n TEXTURE AND F I N I SI-1 AS '', � � ,0 3 3 I /2' 3 Q, NOTED I /2' NOM WONDERBOARD OR W 'r � � �2. , 2 4 �* DUROCK TILE BACKER BOARD 4 . � 13' -7' 3• -8' `i 5' -6' 7 ' -9 I /2' 9' -2 3/4' • , ��, Q N N � "i TEXTURE AND FINISN AS � ' CL ET AT P 9 ? 5 � ��� _ . , NOTED � + , O AIR p � ,^ 2' -7 I /2� 2 -4' � � � ��K � . "'� v O � ��J � .0 I . I —O �. � . � - ° N - � ^ �� � � Me N� TORA e " STAGGERED STUD PARTY WAL LS T i LED WAL LS N � � � ;;;�;�5,.,.- w ,�.-.�.�- ;� — ,�a�: V G G 8 , , �: - _.� . _ . � _ V � � 7 .0 8.0 � � , c� N � N it V1pOD � ,'��. � � � • r � � BENCH �� M D ROOAA • � ',° pi � `° a ' - � - • . T G 8' `t - �.-, . � �O P� i .0 I �o _ I M : N N ~°` � � � ' 3.0 4.0 � BATN AT 3 y 4' - I 1 /4' � � ; � � ^ ' CT W G 7'6' '1' , 2' - 10' 5 1 /2' 1 ' -6 I /2' N � c, � 8'07' 5' -3 I /2' ( g R.O. 3' - ' 10' - 1 1 /2' 3' -O' � O Q � N - ,:, M,��_�..,�.�,r ,�� ,���,,, �,.,�.� N.�"'�'�� �� 2 -6 1 /2• R.O.1 1 i . . �Z � � z � � � ;� a I P,z � � N o � 0 � o � � CiT W Ci Cs 7'6' a 4� -4 1 /4' �' �, � � �t� s,b•.+�.A'4:: � A,a'a;,^-.`:.-,_,;;`%�?.'�,*3.��i..� -a.w�.}-a.=LS,�c;�.�._�,,,wM...�..�,� - _ � O � � c� �� � r '� � �r'�—Zl� M�N �aC�� �; •�O �,�I � , WW o � � '� p ;� EL 66' - 1 1 /2' EL 66' -O' '- '^ \ Q � O � � ' V� •/ Q �o � O Pi : , P� N p� '� k T.O.SLAB T,O.SLAB � A'��"rr6"'F�r �."�^.rY w: ,...6 „a}„ y.r ,L�;t-x�.�<..,n� � ' �.���P`p�;,"r;k� N � � � 0 GUE T VAN I TY � ,� � '� � � Z � , T W G G 7'6' � � �� � Q O � ° I I I .0 � � . O � �{ u 6' -4' 7 ' -6 1 /2' 3' -8' �` CO - G G 6' ' �l U 3 �f • , � °` � W � ' . N - �� — Z 5 I /2' 15' - I I /2' � 2• Ig• � 20' - 1 I /2' 5 I /2' � � N r \ � N N 0 i ry I /'1� _ O L1.. LL. O . 0 � O . � P i - �� ' _ . � I . � +� �o c� , a - � �� { � _ � _ - °� � � E T L T � LLJ � ` ' �? � �` C W G G 8' N � ..._n Z GUE T BR Y C W G G 8' � . Pib I �- I � � � + � � � � � �. ' I N 0 � } CONSTRUCTION AT THIS � � � � � 4.O 3.O �, ^ c' • � � ` WAL L TO BE STAGGERED • � � � � � `� 2 x 4 W D S T U D S O N 2 x 6 � ��� (� � V` . � � • BOT PLATE � � � '" O t � :,�-�..:.��r. �.��� -_ N � �� T� �.�:��}�.�._ �;� �.o � T O W�I O �' V� I L --� � � .f . � - '' EL 66' - I I /2' I � ' � T,O.SLAB EL 66' -O' A - ' o � 2 -- - � O r.o.SLAB BY.. ..._!/�!j%�CG.. --DATE... .�..� 6 � 0 4 . 1 'v � ' N _ , .,� ,,., ....�..._......_.. -- � , • • � • - � _ �. . ._�.,��..���.��.,-Y��.— ���.,.�...�r- u�...�a.�,.,,,.�._-�-- � �`r:'@�'t�.;�:�vke• �t;' '^r`:m -'�' c� T�i'�:, - .='ti..-'s;7ra�.br;�L� ,�.:.. ;,�4.....�.....+-,z,,..�7 k?:� � � date� � J��� °�o _ � '� o revised� � � ( � 6' -2 3/4' 6' -O 1 /2' 5' -8 3/4' 4 . 1 � R.O. O � _ 4' -O' 18' -O' 21 ' - I ' ` � GENERAL NOTES EN T � Y L � V � L P L A N P R I M A� Y UNLESS NOTED OTNERWISE, ALL DIMENSIONS ARE TO FACE OF ROUGI-a STUD, FURRING. CONCRETE Qr SCAL E � � / 4 � a � � -�� �pRIMCENS I N�ggNEFpARE�BEGS�1 NNL(.�GERNE�y�ApRK AND sheet num �il ' SNALL �TIFY ARCNITECT P�QIVIPTLY OF ANY ERRORS OR DISCREPANCIES. UNLESS NOTED OTNERWISE, ALL INTERIOR WALL ' ^i CONSTRUCTION S{aALL BE WALL TYPE I .O. IV A2�: � ,� �i SEE SNEET A6. 1 FOR WINOOW SCNEO[JLE. • SEE SHEET AI . I FOR FINISN ABBREVIATIONS. ° SEE SNEET A3.0 FOR EXTERIOR ELEVATIONS. - , - i,� _ _ :� ; _ � � � � 4 . 1 4 . 1 ' , ' 2 � _ - ' • - 5' -3 3/ 16' 40' -2 1 /4' 2x WD FRAMING AT 2x WD FRAMING AT , henry pratt I ' -6 � /2' � � _6 � �2• _ . 2 16' O.C. - STUD SIZE 2 16' O.C. - STUD SIZE ■ AS NOTED AS NOTED erch�t�cts 6' -9' 6' -O 1 /2' 6' -3' R'�• 6• -p � /2• Q•�� 4• _�• 2� �O 3/4' FULL DEPTN FIBERGLASS 4' -O i /2' SOUND CONTROL BATTS 3�41 biphorn roed R.O. 3. R.O. 3. R.O, , � � T6 ' ve�l, colorado 61857 � _ _ _ _ _ _ _ _ _ _ � _ _ _ � T _ {— — — — — — � ^ — 5/8' TYPE X DRYWALL 5/8' T7PE X DRYWALL ' (3031 476�1631 � � � BOTN SIDES tTYPE WR BOTH SIDES (TYPE WR AT BATI-IS. GARAGES. ETC) - AT BATNS. GARAGES. ETC) - N � O a � T'S DO T4 � Q TEXTURE AND FiNISN AS TEXTURE AND FINISN AS - NOTED NOTED � �'".�*�..`e�,'� rC:«�s.r- r�` r',h,=„"",,,,W�,o-,„y,s *,„,,.,�.,i• R' s_�... _ .� � � ` � � � I � � O � ,: � �. � N ' . � � � ( = � 5. --�-- \ ' - � o � � O ��b � ' � ��� ' � J Q � INTERIOR PARTITION INTERIOR PARTITION , 1 / , cw : � � � •� I NOIJR QATED . � I NOUR RATED � I � � I / � � � � : � � . � � � v cn ��� �' \ ` i � . 1 I J �� — , �l I I � � "' � O' _ �,° i i +,��, I O N R • II � I PARTY WALL WITH 4 � ' � b a• � ' 'O II � SECONDARY UNIT- i /2' SHEATHING-TYPICAL � ��b P�. a C W v 8' - i I i /4' *�" � SEE S4-IEET A2. 2. 1 FULL DEPTH UNFACED �. FOR SECONDARY ^ ' ^� N UNIT PLAN EXTERIOR WALL MAT' L AND FIBERGLASS SOUND ` � 0 �0 5 � 2� - MEMBRANE AS NOTED BATTS ' ' L___ ;� � � I n NALL . �____ REF � ( p � 2x WD FRAMING AT ' 2x WD FRAMING AT � � 1 16' O.C. - STUD SIZE 16' O.C. - STUD SIZE � � � �' S I � i 2 AS NOTED AS NOTED � °' �, — — — —' — — — — — —' — — � — — � � FULL DEPTN FIBERGLASS 6 MIL POLY VAPOR I N �, n � � BARRIER AT STEAMSNOWER �v I 1 BATTS-TYPICAL TYPICAL RAILING - ':" c� � WALLS TO BP 2x6 TOP . L 1 V t NG RM � -- -------- � � � - � 6 MI L POLYETNYLENE WALL T I LE OR MATER IAL RA I L AND 2 x 4 a � W � = r "' ' � _ __ -; � I.0 - - -. '� _ . � ; VAPOR BARR 1 ER-TYP I CAL AS SPEC I F I ED-TH I NSET FRAME w/ Ix6 � � � — � 5/8' TYPE X DRYWALL I /2' NOM VIIl7NDERBOARD OR CEDAR VERTICALS " o� - . a N AT 9 1 /2' O.C. � O O ' 3' -7' 6' - 1 1 /2' N 6' -5 ! /4 Z� -6• 1 AT INSIDE (TYPE WR � DUROCK TILE BACKER BOARD � � � � � � � g• _�• �! t� _ I � AT BATNS. GARAGES, ETC) - ( � 5 1 /2' � — � � } , � TEXTURE AND FINISH AS TEXTURE AND FiNISH AS - � �O 5 � �Z� � � �4� '� I 1 6 � �2� : — � � 3�� ,,� � I YVOOD RA I L i NGS PER I NOTED NOTED � ' I 4' - I I /2' 8' -5 Il / 16' 4' - I I /2' 2' - 10' II 2 ' -9' 2 ' -6' �t 7• _6• : . 3 1 /2' g• - II I /4' TYPICAL AT BOT!-1 � RAISED R•�• R.O. , �N �— BREAKFAST NOOK , . SLIDING DOORS � I 7 t /4' STONE Ps ,r � EL 75' - 10 3/4' N � _ �IEARTN C9� - I , . EXTER I OR WAL L T I L ED WAL L S I I 4 3/4' r - �� FIN FL -O p � 8 0 �t I. I I , 4 3/4' 1.1 I.1 _ N _ � � O � � -- • . � � I O � I 3.� _ � �6� _6, r - - BREAKFA T R �� 'n : - - - - - ,. , - - ,-, — ' _ " ,,;i r I.I j° I ` I �o I �,;''r` _ ,< -�t7",k l % ��� �. r � _�, ' ' a - v , --��`�`` '��_ fi �• �n �: � - - - - � � �°„ �._.�...��►..�P _ .� � N ^< rt.� ��.� : = �. � r._ — _ ��t�:�l'�'" "' "»x' ,,,`.. 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R.O. � V 5' - II 1 /2' � � 4' -O' 18' -5 I /2' " � � J � Z N MB DECK � - I � W - - - - W cr � �'d° �«,.,�,..u-�e..,. � I � � � � � � � — � + YVOOD RAILING PER TYP \ � TYPICAL RAILING EL 75' -9 1 /4' � � �a � � N N AT GARAGE ROOF y � � TO BE 2x6 TOP I T.O.DECKING � , RAIL AND 2x4 ' FRAME w/ I x6 �0�� O � �� � � � CEDAR VERTICALS I � AT 9 1 /2' O.C. _ i � � � I ' . I I � 2 � � � , i a ; BY. .._...�..�.._.............DATE.� 7 � 4 . 1 � � - _ � t i ii � ��uy�� � � �--------------------- -------------------� date� � �u�� �� 3 . revised� ' 4 . 2 1 4 . 1 GENERAL NOTES ° U P P E R L E V E L P L A N P R I MA R Y UNLESS NOTED OTNERWISE, ALL DIMENSION5 ARE , _ � _ � OR CMUE NCONTRACTORUSNANLLRVERGFYCAL�RETE SCAL E t � / 4 � 0 g{aAELSNOT I FBYEARCN I BT�CTNP�OMPTLY OFRANYN� sheet number' ERRORS OR DISCREPANCIES. UNLESS NOTED OTIaERWISE, ALL INTERIOR WALL . N CONSTRUCTION SI-IALL BE WALL TYPE 1 .0. SEE SHEET A6. i FOR W I NDCJW SCHEDULE. ��� � r�-. SEE SNEET AI . t FOR FINISI-1 A98REVIATIONS. SEE SNEET A3.0 FOR EXTERIOR ELEVATIONS. _ _ --�' • • 2x WD FRAMING AT 2x WD FRAMING AT . henry pratt 16' O.C. - STUD SIZE 16' O.C. - STUD SIZE archit�cts , AS NOTED AS NOTED 2 2 FULL DEPTH F I BERGLASS 3�41 b�phorn �oed SOUND CONTROL �ATTS veit, cOlorada 616b7 . � c3o3� a�e•1631 5/8' TYPE X DRYWALL 5/8' TYPE X DRYWALL BOTI-I SIDES (TYPE WR BOTN SIDES (TYPE WR ' AT BATNS. GARAGES. ETC) - AT BATHS, GARAGES. ETC) - , TEXTURE AND FINISN AS TEXTURE AND FINISN AS NOTED NOTED � ^ tNTERIOR PARTITION INTERIOR PARTITION � •4 I NOUR QATED � . � �I NOUf� RATED - /� - - - - - - - Q\ I � � ' / \ I /2' SNEATNING-TYPICAL i I /2' SNEATI-I 1 NG-TYP 1 CAL ' 9' -7 I /2' 5' -3 3l16' 10' -2 13/ 16' 13' -4 1 /2' 12' -6' 4' -7' STONE VENEER AS NOTED ' � ' . EXTERIOR WALL MAT'L AND OVER FULL BITUTNENE MEMBR MEMBRANE AS NOTED , • 2x WD FRAMING AT / \ � 2x WD FRAMING AT � /� 16' O.C. - STUD SIZE 1 16' O.C. - STUD SIZE � / � AS NOTED n�;, � . _�. 1 AS NOTED � /� /� 2 �� FULL DEPTH FIBERGLASS 7 I /4' � 12, g � /2, i ' -6 I /2' I 2 FULL DEPTH FIBER6LASS � �/ �/ BATTS-TYPICAL I 6' -O I /2' 3' -7 I / 16' 6' -O' 6' -O' 2� -� � �2� 9' -5 ! /2' R.O. 1 BATTS-TYPICAL /� // / � � � 6 MI L POL7ET4-17LENE R.O. R.O. I 6 MIL POLYETNYLENE // � VAPOR BARRIER-TYPICAL ( EDGE OF — — — — — — — • � EDGE OF � VAPOR BARRIER-T7PICAL / FLOOR � � 5 1 /2' I ' -4' � / / / �/ 5/8' TYPE X DRYWALL ABOVE _ — — FLOOR 1 ' -8 I /2' � � N M���„1.. . .,:,�:�z, ,.,�.,,�.>.�r�b„�:�,�..��,,.�-_b_r.w;�„�;i*__:�� �, ABOVE I 5/8' TYPE X DRYWALL / /� / AT I NS I DE (TYPE WR � � AT BATI-IS, GARAGES. ETC) - EDGE OF DECK O N , ,� � ';, ,'; I 1 AT I NS I DE t TYPE WR / / ' ABOVE- SEE ---�{ � - _ r • � AT BATNS. GARAGES. ETC) - / / TEXTURE AND FINISH AS , STRUCTURAL I �O — � — � _ 8.O I yVppD 'PEELER' � � NOTED /� �� � � r' TEXTURE AND FINISN AS _ � � NOTED I O '� '� COLUMNS-STAIN ' OE3 � � � •O '� " TO MATCH SIDING — ' — N � — O � l� �\ry ri- - � -ks..,,_ .r= N � " *- CT W G G : , : � � o y� � � _ ; O_ � TYPICAL � "_ '' ,� EXTER I OR WAL L .0 EXTER I OR WAL L w / STONE VENEER e � - o � o ; . . o O H 2 1 �O � �O 8 T LI T 2 t , . ' , Ot,' � T W s � ;� ,.�;� ..,N - ,�.�a�..,�-�..,.,;,z;.�-_�°#�� ;.:�-:-�-,,� � `� - �, � I i i s � � ° }, � r . i �4 N �, ; . � F� i i � � T N $, , N ,r I EDGE OF � �- FLOOR W G G ' _ _ ,. � � ; ABOVE FULL DEPTN UNFACED �� � �� �� � �� 2 • _p � /2 _ � ,� � I . � 2. _6. m I - FIBERGLASS SOUND �'�Z _,-OZ R.O. 15' -2 I /2' 2' -6' 3' -3' "r 3' -3' R.O. ' 12 ' -O I /2' � � STAGGERED VND FRAMING AT BATTS R.O. 6, 6, s R.O. � - I 'n 16' O.C. - STUD SIZE 2x WD FRAMING AT � ; 6 �2� N � 5 I /2 � 8 I /2' . 5 � �2• 2 '4 AS NOTED AS•NOTED STUD SIZE 5 I /2' ��� 9 E R 2 � ( { I � I �• 2 "� 5 � �2• N _ ; _ � FULL DEPTN FIBERGLASS J• 6 MIL POLY VAPOR " { � \ . O I I I .O . � BATTS-TYPICAL ; BARRIER AT STEAMSNOMIER " ' I — � p s � , I . I � _: � � . N � I • : 2 LAYERS 5J8' TYPE X � WALLS / 1 ? O - • O• . � �- � ' ' �' co DRl'WALL (TYPE WR AT �,' WALL T I LE OR MATER I AL �'� cv �o ; N � — BATNS. GARAGES, ETC) 3.O .' N � I =- I p _ . AS SPECIFIED-TNINSET � — TEXTURE AND FINISN AS � � � � O - '�- - - : �O � ��?� O � NOTED I /R' NOM I WONDERKERRD OR � � ' 3.0 4.0 m 4•0 co � n I 3 ! _ 2 4 DU OCK BAC BOARD ; ' N . s O 0 � T I 4 • I � NOTEDRE AND F I N I SH AS � � O �., . . ' � O O ' O O `' ENTRY BATN H • W G � �. � � � � � � I . I � — � ` — �� c� � ;� N . I �2 `� � „ i � ; N � _ - -- N - '�� � , �-_ _ s �,�-= �^ � 'a�,.. _",. d •,�3.h .,a^.s�,.. — ..3 �: � .�.fin..- ^ - w.r,-c. —' � _ . �.,r, .r..,..;.,r�_.,��a�.�.,•-`". � .4 �S � . � N - '� . e� 66• - � � �z' � DBL STUD WALL W�u� STAGGERED STUD PARTY WAL LS T I LED WAL LS � ; � 7 .0 8.0 � N �W� � .� � '� r ENTRY = Q T.O.SLAB � , � 2 x 4 AT BEDROOAAAND I k - . � : r; — • � ` , l— � 5' - I I /2' ` 10' -4 1 /2• � 3. _6. 5 I /2' 23' - I ' � � � � s _ . ' II ' - t0' 5 � /020 3 I /2' � Z UP - - - - - - � 5 I /2' - ,n � — — — — — — — — — — � TILITY RM • � � I . I ' O � O 20 MIN DOOR � . � - N 4_` a � y s' � � � � � °• ' I .O {; � Z � " W F N R E L I NE OF EXTER I OR �r �� O O . °' (� - ---- O � WALI. AT FLOOR � � � ABOV E ?: � �� a� 2' -6' g' 10' � Y V � � 1 � � o — �� R.O. 6 I /2' s � N - ---- � 7 ' -O 1 /2``` r „, STEEL PIPE ` , � � - --- Q "� COL-SEE � W � :�✓� co — � � � _ STRUCTURAL � 1� x,,,:Ka.,.< �� — x.�^i ,� — ---- ~ �� � � � � > � �' r �j � .p � ` __ � � N3 K K � - ---- - � N N Q O O � _ � }- o[ 0 0 3.0 : - (yp O� � ; � � ' � 3.0 4.0 Q � � � � � EDGE OF '� 4.O �` c� � � FLOOR ABOVE �, � _ ,.�" 7 _ _ ..�..����,,�,�;�:�z -� ;� � !,l.i (n VVOOD 'PEELER' ,� � ;� '` � Z ° COLUMN-STAIN ' TO MATCH ' a �=` ^, � � "" SIDING N N A < <•Y, - � N y � Np y.,�� � � O � � O ' � c� ; EL 66' -O' I EL 66' -O' £ '��� ,' ` a W _ - •� , T.O.SLAB • T.O.SLAB � � � � � � ' N �"v�.", _ +'ti N a,: tti� � � � � QI � � � � � � , . � 0 SII � $12 ' _ � j TOVVi`I � �' �AIL � � N � o . � � � , . i -o i �z• i -o i i 2• `" __.._DATE����_ _.,.1 C� J . R.O. R.O. � BY. '..'...�.---� � � II r 3-(02 4' -O 1 /2' lo�-�0�� 3• _2• 3' -6' 9' -O' 9' -O' - , a�, R.O. R.O. R.O. R.O. 3' 3' 1 ' -O' I ' -6' 5' � � � _ date� �°� .��N� aa 24' -7' 7 ' -6' 24' -O' revise � � GENERAL NOTES � ALL DIMENSIONS GIVEN ARE TO FACE OF ROUGH � STUD. FURRING OR NOM CMU UNLESS NOTED a ENTRY L EVE L P LAN — SEC�NDAI� Y OTHERWISE. SEE I /8' PLANS FOR UNIT LOCATIONS, PARTY WALL Qr SCALE _ � / 4 � _ � � -� � DIMS AND LOCATIONS. AND WINDa/V DIMENSIONS. sheet num �il ' CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE 9EGINNING THE VVORK, AND SHALL NOTIFY ARCHITECT _ � ^I OF ANY ERRORS OR DISCREPANCIES. _ - - _ IV ' Wi00D FRAMED DOOR R.O. 'S ARE G I VEN AT ����,� � - DOOR SIZE PLUS 2' . POCKET DOORS ARE 61VEN THE SAME WAY. CONTRACTOR SNALL PROVIDE . POCKET DOOR R.O. 'S AS NECESSARY. � ' � , , � , � - I' _ j , S �� ' 2 x WD FRAM I N6 AT 2 x WD FRAM i NG AT ;� henry pratt - l6' O.C, - STUD SIZE 16' O.C. - STUD SIZE ;� . . : 2 AS NOTED 2 AS NOTED , arch�tects FULL DEPTN PIBERGLASS � SOUND CONTROL BATTS ; 3941 biphorn roed ' � ' ' vail, coloredo 61657 ' 5/8' TYPE X DRYWALL 5/8' TYPE X DRYWALL I303) 476�1631 BOTH 51DES (TYPE WR BOT{-i SIDES (TYPE WR ' . AT BATHS, GARAGES. ETC) - AT BATHS. GARAGES, ETC) - ,, � ' TEXTURE AND FINISN AS TEXTURE AND FINISH AS � - NOTED NOTED INTERIOR PARTITION INTERIOR PARTITION } � •4 I NOUR RATED � • 1 1 NOUR RATED � N RTH E K I W - - - - ' 1 /2' SNEATNIN6-TYPICAL FULL DEPTH UNFACED I ' - I 9/ 16' � � -6 � �2� � � -6 � �2� � � -6� EXTERIOR WALL MAT'L AND FIBERGLASS SOUND . 10' - I ' 5' -3 3/ 16' 6' -O I /2' 12 ' -3 3/4' 4' -O 1 /2' 9' -6' MEMBRANE AS NOTED BATTS ' R.O. R.O. R.O. R.O. , I 2x WD FRAMING AT '' 2x WD FRAMING AT ' ' 2 ' -6 I /2' I ' -6' 3� 10 � RAISED STONE SHELF � 16' O.C. - STUD SIZE � 16' O.C. - STUD SIZE 6' -O I /2' AT BOTTOM w/ (4) I AS NOTED } AS NOTED ADJ WIOOD SI-IELVES + � 2 ;r � R,p, I T9 A2 T8 � ABOVE IN YVOOD I ( FULL DEPTN FIBER6LASS : 6 MIL POLY VAPOR CASED RECESS 1 BATTS-TYPICAL ,Y BARRIER AT STEAMSNOWER — � _ WALLS � — — — — — — — — — — — — --- — — — — I : � 6 MIL POLYETHYLENE a; WALL TILE OR MATERIAL �`+ �\ H3 • ( � VAPOR BARRIER-TYPICAL � AS SPECIFIED-TNINSET I � N f . \0 ,, „� `t �-..�N;,. , ,, ::�>�.k���; �- .�„��.� .y-,,� w � I 1 5/8' TYPE X DRYWAL L �� I /2' NaNI WONDERBOARD OR � Y � �x`� -K'��"�"'°�' ' "�Y AT I NS 1 DE (TYPE WR t: DUROCK T I L E BACKER BOARD 3.0 f _ 'r, ` ,,�, �..-,.�� ,�,..�. �: I D� �- - ���`�� a ,t� �, � • j AT BATHS. GARAGES. ETC) - O � � ( �� 8.O � % � � TEXTURE AND FINISN AS "� TEXTURE AND FINISN AS ; I �,` - ' �,� T R B T _ � NOTED i NOTED � p = I � - 2 • _ o� 2' =4' � CT W G G 8' b a o � I , "' I I I � � � v . � � ' '�� N � N . ,; ,�� I � � � . _ I O _ . � O EXTER I OR WAL L T I L ED WAL L S � `'� ( P� � '�' — _ — - i . i - � — — !— — — , — o � • 8.0 � 0 �F , � � , � � � ;� . . • I .O �'r s 4�.,.,_,.h< N N �p N •"' �p N � I RA I SED ' , � N:.,.,.� �:�=r�'�.°.-a��-�� a�__ -,3';� �_ ;. - �n _ �-:�=- ;� v�_ -n�:-���.c._,-, �; � DASI-IED L I NE STONE ' � ,a - � • �� ,� . 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I ' -6' 1 ' -6 I /2' R.O• I ' -2 I /4' R,O. TO BE 2x6 TOP � � � � � � � � �V ON 2 x 4 FRAME �� � �� , - • w/ Ix6 CEDAR � � � � � , 10' - I ' 21 ' - II I /2' 24' -O' 9ER�ZCALOSCAT �O�� � � � � O . V� IL Jc� � . � � ' � aY - ..._... ._.... ._...____DATEg� 7� - �, .v,. , � � � � date� �°� .����� �� � revised� , GENERAL NOTES ALL DIMENSIONS GIVEN ARE TO FACE OF ROUGH STUD, Ft„JRRING OR NdW CMU UNLESS NOTED � UPPER L EVE L P LAN - SECONDA� Y OTHERWISE. SEE I /8' PLANS FOR UNIT LOCATIONS. PARTY WALL SCALE _ � / 4 � s � � -� � DIMS AND LOCATIONS. AND WIIVDdN11 DIMENSIONS. sheet number' CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE BEGINNING 7HE IN�RK. AND SHALL NOTIFY ARCHITECT OF ANY ERRORS OR DISCREPANCIES. � N NqOD FRAMED DOOR R.O. 'S ARE GIVEN AT ����i� . DOOR SIZE PLUS 2' . POCKET DOORS ARE GIVEN ' � THE SAME WAY. CONTRACTOR SNALL PROVIDE ` `' POCKET DOOR R.O. 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Q / Q \ � / \ � ' i i i �p ` • \ - / - \ / � N � � 0 (n \ Cn / tn \ / � . �_ , �, . . i i \ / \ / � � �.- = `" .�, -_ r,r lf) l!� � ` ' , CASEMENT CASEMENT CASEMENT (PR) FIXED TRAP FIXED TRAP (PR) FIXED TRAP � FIXED FIXED (PR) T Y P E T 8 , T Y P E T I 1 � - � ` 1 TYPE T9 OP NAND TYPE TIO TYPE T12 OP NAND ,� * , TYPE OF TYPE F2 TYPE O TYPE N2 TYPE N3 3 ' —o ' 3 ' —o • Date Co JUNE �iv f GENEI2AL NOTES _ ` I ` AL L DOOR AND W 1 NDaNVS SNaNVN HERE SHAL L BE PR I MED R@VIS@C�: ■ � I � - 6 " FpIN��ISHRATEDOORNAND�WINDO�W�ENTERSORS S�ALL BENSTAIN � 4 ' -O � � 6 � -O � � \ AND SEALER TO MATCH F I N I SH OF I NTER I OR TR I M, ' I � - 6 " 1 � - 6 " � ' - Ej ' I � -O � � I NTER I OR AND EXTER I OR F I N I SH COLORS SHALL BE AS 2 ' -O � 2 ' -O " 3 ' -O � 3 ' -O " r APPROVED BY ARCN I TECT AFTER SUBM 1 TTAL OF SAMPLES . a0 � , . DIMENSIONS GIVEN HERE ARE TO OUTSIDE FACE OF DOOR ' . � OR WINDaNV FRAME . DIMENStONS GIVEN APPLY TO DOORS - N _ AND W 1 NDO�WS AS MANUFACTURED BY �'s-.G l.� W i NDaUVS . , IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO ADJUST � FRAME AND ROUGH OPENING SIZES AS REQUIRED IF DOORS � I / � / . / , � F I XED TRAP (PR) . AND W I NDdIWS BY ANOTHER MANUFACTURER ARE I NSTAL LED , , Q i/ � � � � � � � • ALL GLAZING SHALL BE CLEAR INSULATING TYPE- TEMPERED '' � N \� N �� N ,� • • T Y P E T 1 3 � � N NOTED�OTHERW IBSEAL L STATE AND LOCAL CODES, UNLESS ch �\ O O c� CONTRACTOR SHALL FIELD VERIFY ALL ROUGH OPENiNG ' AND FRAME DIMENSIONS AND SHALL REVISE AS CASEMENT F I XED CASEMENT � �p � 6 , _� � �p .� WENDaNVSRY FOR PROPER I NSTAL LAT I ON OF DOORS AND CASEMENT/FIXEO � ' d' � SEE I /8' PLANS FOR DOOR AND WINDO'W HORIZ ROUGH i- � . OPENINGS . SEE I /4' ELEVATIONS FOR VERTICAL ROUGH � � � ' cn � OPENINGS . UNLESS NOTED OTHERWISE. ALL DOOR � , � WINDdW R .O. 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'rO•DCC�G.�C.� --- --_ - -_-_= - -- . ,. - . _. . -._ �t ' ��s_ � { _ � _ �_ __ " - _ � { � � r � t i F I � i ; _ ,�, ; henry pratt , ' - - � - - � 2 ; architacts ' -, i0i i � i „ , I I S�F.{TM��,B-� ( ` 3e� colo edo r 81657 i — — f » -�, wp�_ , ; t303) 478-1631 r � , � O I - - + I z �c z b , , �.�` � B• HU �.• I ' `,��1111Uflr�e�9 � I O I �� � ........., �/� *, ' # � - i I + � - - - - - - - - - - - - - - - - - - - - - - -� _- - _--- _-- _ _- - _ -_�_,�--;-- _ �:���..�'''�sr� ' ••2'� � � , o � � _ _ _ _ _ _ _ _ _ _ _ _ � _ ► � � � �e � _ � �� ��G �F��.�N= :� - , , , , , - _ : �� � � " � 12313 � � I � I� ' ��� ' � `: � � I� 2 � � 52 � ,..� � I � �� Ir �� y ••ti ip� �, �, ' `�. i � i � I �- - - - - - - - � - - i� �� �, •.... .. � ``���•� � , � � � � � � � - - - - - - - - — iL II J) ' u�uu����� q `q(�� , � i � � -, -- �–_' c� - �y� � � - - � I �� 3 W � � I� � , � O I �- - - - - - - - - - - - � � �, � � , � � � ; - � - - � � - - - - - - - - - - J o �� (� � � � I �� -t=51 Fo�Z I , � / � � � � � F1�.�.M'`�� �r1c�'—� / _g � I FOR SECONDARY UNIT FRAMING. / � — -�' J � � . I SEE SNEET S6 - -'� � J � � / � — � � � � t �_- � / 4 -1 Q t-+ H Q. I � T Y P ! i , — — I / =� _ ~ �" � � ul � �� � i � O � � � `�� �� ��' � � sz � - - � � � - - - - - - � � I I � �� r- - - - � - - � - - - - - - - - - - - - I — � �- - - - - - - �- - - - - - - - - - - - - - - - - - - - � I I � , . I � � I i � I � I � � � �, I � I I � , i � I — - -- - il ; � � , I TYP Q I r — — — — — — _ J . I I = r � � s, � � � � - - - - - - - - - � SECTION ,4T PARTY WALL FDN WALL � �' � � ' I I �, ' I I SCALE � I 1 /2' 3 ' -O" t � - - - - - - - - - - - - - ! -c- -L� - - - � , - - - - - - - - - - , i - , , , - � i i � i ; - - _� i �- - - - - - - - - - - - - - -i �- - �� i- - - - - - -� - - � r TYP . ; I I o I I �;� I � I I Z t2"�± �� ��,�-' t,�-� ll.J � �, I I � I I �-� �, � I � I I 52 (J ; I I � I I � o `� I � I I z I I � I I � � .L _ _ _ _ I I �j,j ��� I I Ht�.-�'u-��;.a�� �NU�c,�T� I I � I I . Z X � C� I�" `�"('�.J D � _ '�12 n� �i�W�t�t� � 10�Nt�H ��UNY�� � , � � �r�a�.•�.h_.� WALI.r ��1 � � I � �..rj�ci p— — — — r�Q.�� ��.C7J I�ri�'T / ^\ ��J�� I f`� �'o'TTQ''1 �� � , , �� ���. ���� �N I , , � r � t!') , � c�,��� ����.F' ��,�-,�. � TYP � � ' � I � � i I 8' GRADE BEAM AND 4' F I BERMESN _ � ��K 4� �� � `n�i� �iN SLAB ON GRADE- SEE SNEET SI _ I ���� w��n � ��� � W � � � � � � � ( L.�C�.r�b� -To Yz's� 8�s�8�Ert�r� i I � ', S� � I I I � � �t w�-rH 4-�"�p n �� H..►..g. '� I I � I i � � I ' I I � �� T �� ` i I � i �i ii � � I I 8 TJ �. @ I(o o.�, i I � , I (ON F �;rv,�,;�-� + � , ( � ( I Q ; � ( ! � ' � � � -- +-_--. , � �� l�� , ,— ` � � � � � � y� � � � � -_ �1 ir-tT;! I ,� .1�1;-i� � i;---=__ z O I I � � I �-3' _ � � ��_� ��L� ,r ���=lil5�_�_ � ' '. O i_ � � � f � r � `�D C� � __-�-:�_` ' U ~ _ M � I I ' � L - - - � L - - - - - - - - - - - - - -� GENERAL NOTES � ���i�•+�'�or-+�ri� WW Q , � Q I I � I s � � � I UNLESS NOTED OTNERWISE , TOP OF ALL DECKING — � ' I I � I � i � I SNALL BE AT EL 66 ' - 6 ' . TOP OF GYPCRETE �,,,_ ^' � ' � � I � I T O P P I N G I S A T E L 6 6 ' - 7 I / 2 ' . �-�� Z I � '— — — — — — — — — — — — — — — —J I � � UNLESS NOTED OTNERWISE , ALL SILLS SNALL BE C�LC� O , --'�� -------� ` ' ' '' ` � ' ' � � � � � AL I GNED w/ i NS I DE OF FOUNDAT I ON WAL L I Q O � I I � I i I I UNLESS NOTED OTNERWI SE , TOP OF FOUNDAT ION WALL 2 SASE DETA 1 L AT P�� LEA �OLE COLS SW W ' I � I j I � SI-aALL BE AT EL 66 ' - 3 3 / 4 ' . SEE SI-IT SI . S��es � ��Zr � � ►_0� L7 � � I ` L • � — I� � � ' � I G_ ENERAL ST�tUCTURAL �10TES � � I� I � � � CONTROL I � � � Q I I I O I I � JOINTS I I • � _ � / ;� � � _ � , � S G LIVE �• V � ., v __ I - � � � ( ; � � J � � � � N --- ---------------I------------------- — O � � � � -� � t � * Snow 80 psf � � � � � * Wind (UBC Design Criteria Basic Wind Speed 80 mph) s"� � � � � � � * � ��,..e��._:_.,_., r . � ' �}� I I � I I 4' FIBERMESN CONC I I � * Flooric Zone 1 40 psf � '` � ; � N .�" �� � SI.AB ON GRADE- � � * Decks and Balconies 100 sf 9 � � �� ��": ���i ° �tr°� . , • Q (\J � I I � � � SEE SG-IEET S 1 I P � � �� � `. � I � � I � � �'` ` � � ~ � ( � I ( � � � � I I i�T00D �R,�M I NG �O� 1'� J � C� �J � " v V L i O �" ; � �_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J I j I I * Two inch nominal floor and roof framing shall be Douglas-Fir/Larch � � I � I � � #2 and better S4S (Maximum Moisture Content 19$) � � * Studs shall be Construction Grade BY._ � ' � --•----•--.--_ - - - - - - - - - - - - - - - - - -•-_..._...---- '-• ------ -- __.. � j I * Minimum nailing per Uniform Building Code Table 25Q except where more or •- -- -- DATE�f.�/� � I � lnrger nailing is shown on drawings. '"' � . � � � ° * Nomenclature for light gage framing anchors noted on plans is for Simpson date' ��v �''��.� "�C7 � + � � � "Strong-Tie. Equivalent ICBO approved anchors may be used, installed with revised� ,` I ` — — — — — — — — — �— — — — — — — — — J � the number and type of nails specified by the manufacturer. E � - � � * Note that heavy duty hangers and skewed hangers may not be stocked locally vs JUNE �'lo ' — — — — — — — — — — — — — — — — — — — — — — and require special order from the factory. �, * All roof rafters, joists, trusses, and beams shall be anchored to supports , with 18 ga. framing anchors. Truss to truss connections shall be specified by truss supplier. ' * All plywood roof sheathing and subflooring shall be engineered grades with • ' exterior glue and APA grade stamp as noted on drawings. � * Lower chord of gable end trusses anchored to wall plate with 18 ga, framing � anchors at 4'-0 on center and laterally braced to roof framing at 8'-0 on � 1= f�AM I N G P L A N - E L 6 6 ' - 6 " * center maxfmum spacing. , n plywood 8t � All exterior stud walls shall be braced with one sheet of 1 2 i� corners and not more than 25 feet spacing along walls. - sheet number� ' * Double �oists under partitions where ,joists are parallel to partitions. � '� SCAL E = ( / 4 ' � I ' -O � * Provide continuous wall studs each side of wall openings equal to one half or , - greater of number of studs interrupted by openings. - * AlI wall-studs shall be continuous from floor to floor or from floor to roof. , N * Cross bridge all roof � floor joists at midspan and provide soiid blocking � or rim joists at all joist supports and �oist ends. All floor and roof truss ' � � bracing and bridging shall be as specified by truss supplier. �� * All prefabricated plywood Wab I-type joists shall be instaZled per the manufacturer's recornmendations. Do not cut or notch chords in any manner. � Hales in webs per manufacturer shall not exceed manufacturer's published � limits. � � i _ — - - � � r f �r , ry 1 1 E ., , - � ff , . . .�- _�,�...�.....,.m... � , t�oTu-� Po+..e� irt uN- � � � .�-� 5�^� �Ke�. -ro ���.�G� ;_ ; ' r'Jfis L�C�/�t► , � (°�./'�f'��tJG GP !�ra t4 9li,�� , � '�"'�''' �TM''' - ' henry pratt ; - � �n t4 � �,•.�� , ��- � ' x n��' , r ' �rchitects E . -r�ic.r�.� : � , a,� , : ���l..f`>�{� �N�IC.D�"��3 '�'��P� / 3s 41abo edo r 61657 ' � ; �; -To���s.r��i�T E��vp.-�ror�t _ _ ` �� �' R (303) 47B-1 � ' � T`f�'IC.I�.-= �� !� � . , , , ' INt��c.�-r�� ��4 x I►�a %� � � � � t , , �- M i��i..�.,h� ���.r�t(s) � ° � � I-M=t_. (F't,L15F-}� 3- N'I�c... (Fu.r�'.�-�� ` � �t .�`�``,��•"g'"',yU�'����s � ' � 2'���@ �Ca�r�.G. �Fi11��N� + '�:o_ t�3F�"i EL.� '15-'� /4 �����F ��STE,p•••� .tt� F ' � �J' " N1=L- _a j � ��� � :�rF 4�s' F°•2N�;e k � O �F�:?�� � "r _ rb4B I��l... 'j�J-9 4 � �s � _ . 2 ' - 4 � `,, - � 4 � � - =s. �12 313 � 3 � ° o = � . � , � � � � gK.�L-JP�f7 �i`�--�t..��� /�3 #`� 1 �/ �'r�o. ..n� �l'��� F � � 2�� ,� � a� 0 ❑ �� � 2 ,��� r.� �o��-ts - i �� iu nu����`�;a��R�l "' - y L� �'V � �� _ �� 'j�`��it.«'�,lr' `� a �k� �h� N _ ��� ���t�l '� � � � � �_ t,,a�� ��W -�i,��� �2ovt r» � � - lit , . �, � I I e T�i �wckC� N � � , r _ , r c���-►��, ��� ��..,��s ,�T ,� � � � . - �z �"c� wr�u�..�_ � � ` � c� � �;�.Q tY`� � � FOR SECONDARY UNIT FRAMING, i +-/ � ���/�..} -i�, — p, � �*°Q z SEE SFaEET S7 � R �'C���c J ¢ � k L>r I � I � '� ' � , PLAN AT BEAM BEAR � NG ON PEEL�R POLES � �� f�- � � ; f ; � � 2-2�tv 2-Zxtp sc,A.�e� I ti2• - � '-o' h � -� � Lo�°P) C��) s �; � -° o � � � € � � �, � � 4 — - �, � C�1 U "= a , I � H N �---------- ----- , � � U---------- ----- k _ �a0 �dJ ` — = I- M=E- 0 � � � X � (�!_.t�2N� � � � � ' II N • � II 2-2�cf� N � ;-- c��� � � 3-M=�.-- rLvSM : z ,� (n � � � � TY�,c,�.�; ` , -�"3P�:�'.�� �, �_ ,b,-r N�u�.-�i R..+� ��u 5 H • � = j �}- `��C� ��i'v�tav> � U � �y � (r-.p�. y'',��..��- F t�oF i H�.Ai7�ri�� NA��. �p. pt�Gr , c�:.ur� � �:�c'.�;���r��:� �� o���F Tco�a� t�LS/ Z � � � f To r!-�.�=. Jo��.�� � 8�� uJ i J � � � - Q � i � � ; _ , � ,, �It(f��'-�I..% � - TY���� , �c�o�r�E�-� IND���':% � � A� ��.U�.N �a���� ; �.!N� O� ������.�;' � W : �'uit�og �t����c,�� � I ?a� T�S@ I�" --�o�d,�' � -���'�J GENERAL NOTES �C A�j' �A JDi�'� , -TY� 1 , b ! ONE .�IE��� , UNLESS NOTED OTHERWISE, TOP DECKING IS � ` ` EL 75' 9 I /4' . TOP OF GYPCRETE- FIN FLOOR � � � 1S EL 75' - 10 3/4' . t • I � � �� �' SNOW N LIVE LOADS� gp PSF � WIND (UBC DESIGN CRITERIA BASIC WIND - 80 MPN � � ' � p ���a�N V� F�OOR�� 40�PSF �` � i ���0 � 2-O �J��, �����y� D�CKS AND BALCON I ES I00 PSF � Z � `� ` v , x � �� ✓ VNOOD FRAM I NG� O Q � N p X � TWO INCH NOMINAL FLOOR AND ROOF FRAMING � � � N SNALL BE DOUGLAS-FIR/LARCI-I tt2 AND BETTER S4S ` � ` ��✓�v � ---T—� (MAXIMUM MOISTURE CONTENT I9S) . � �"� N �' N � ( ' — i 2- 2 X(o � � i ! STUDS SHALL BE CONSTRUCTION GRADE OR BETTER. W W a ' I BEAMS AND COLUMNS SI-1ALL BE DOUGLAS-F I R (f1 � Q t f (U�Zf?:'� ; ' I i ; � NO 2 AND BETTER. v/ � i ? � � � PLANT MANUFACTURED PARALLEL STRAND LUMBER E + , �} , (MICRO-LAMS, SNOWN AS M-L) SNALL BE ICBO � � Q i , ' ' � t APPROVED WITIa Fb-2800 PS1 , AND E-2 ,000,000 Z ` PSI . � �/ � - Z�2�(Q _� , GLUED, LAMINATED FRAMING MEMBERS PER AITC "� � 0 ; (�pY� N � 117-84 AND PS-56-73 . DOUGLAS FIR. SIMPLE V � � ' SPAN MEMBERS� 24FV3 . CONTINUOUS SPAN MEMBERS� , � ° � ' � 24FV7 . ' � W c�n �n '� ' M I N 1 MUM NA 1 L I NG PER UBC TABLE 25G1 EXCEPT � F ' �� � RAWENMORE OR LARGER NAILING IS SNdJ11N ON TNE z Z � � � ` � � � � NOMENCLATURE FOR LIGNT GAGE FRAMING ANCNORS � O ,. 0 �� t) , � NOTED ON PLANS IS FOR SIMPSON 'STRONG TIE' . � � , � E�UIVALENT ICBO APPROVED ANCNORS MAY BE USED, _ N � � 111 SPEC�IFIED BYTTNEHMANUFACRURER, TYPE OF NAILS � 'n : n, V u (a p = ALL ROOF RAFTERS. JOISTS. TRUSSES AND BEAMS � � � 4'' � t� � , ; � SHALL BE ANCNORED TO SUPPORTS WITN 18 GA � � m -- -I , - FRAMING ANCFaORS. TRUSS TO TRUSS CONNECTIONS Z ' _ � ; � E-- � SNALL BE SPECIFIED BY TRUSS SUPPLIER. _ -- _c� � � + ' , c' a - � � , � ALL PLYWOOD ROOF SNEATHING AND SUBFLOORING ' N N = i �- �V SNALL BE ENGINEERED GRADES WITN EXTERIOR 1 n � � � GLUE AND APA GRADE STAMP AS NOTED ON T4-IE � � f`�, .��� i �" "`�., Pv � �+ ' ' � DRAWINGS. � �s� � �� r � i ` LCyWER CNORD OF GABLE END TRUSSES ANCNORED TO �� � � 0 ; ' WALL PLATE WITN 18 GA FRAMING ANCNORS AT 4' -O � � J ' � q ; ON CENTER AND LATERALLY BRACED TO ROOF TO Y Y 1 �1. O � V!'-1I � . FRAMiNG AT 8' -O ON CENTER MAXIMUM SPACING. t ALL EXTERIOR STUD WALLS SNALL BE BRACED WITN I- M=� (��..����-�) ! ' � ; , ; i , ' ONE SNEET OF 7/ 16' NOM WAFERBOARD AT CORNERS � AND NOT MORE TNAN 25 FT SPACING ALONG WALLS. ' L + 2'��� DOUBLE JOI STS UNDER PART 1 T 1 ONS WNEQE JOI STS BY._.�..�...�'�l!�G'�/ / y/ , ' � ; 2►_p�� ARE PARALLEL TO PART i T IONS. -.----..---�-----_.-_.�DAT�f..(J_ ___ � , ' ° �� :j�,,:� v date� 05�uti� �o ' � � { PROVIDE CONTINUOUS WALL STUDS EACN SIDE OF ; , I WALL OPENINGS EGIUAL TO ONE NALF OR GREATER " i , ; OF NUMBER OF STUDS INTERRUPTED BY OPENINGS. revised' � ' � ALL WALL STUDS SNALL BE CONTINUOUS FROM FLOOR i � _J � , � i ; � TO FLOOR OR FROM FLOOR TO ROOF. � � � - ..� � —_._,____ � ,_ f ' CROSS BR I DGE ALL ROOF AND FLOOR JO I STS AT p 2� �H Mi�-SPAN AND PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS AND JOIST ENDS. ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING SI-IALL BE AS SPECIFIED BY TRUSS SUPPLIER. f ALL PREFABRICATED PLYVVOOD WEB I -TYPE .IOISTS SNALL BE INSTALLED PER THE MANUFACTURER'S C RECOAMAENDATIONS. DO NOT CUT OR NOTCN CNORDS IN ANY MANNER. 1-IOLES IN WEBS PER MANUFACTURER F �AM I N G P L A N E L / � / 9 1 / q- n SNALL NOT EXCEED MANUFACTURER'S PUBLISNED LIMITS. PRE-ENGINEERED, PREFABRiCATED TRUSSES SNALL sheet n u m b er' ' . SCA L E j I I 4 � = I � -O � FORDTHEGFABRBI CATOROLORADO L I CENSED ENG I NEER : STRUCTURAL STEEL� STRUCTURAL STEEL BEAMS, ANGLES AND MISC� ASTM A36. � � � N i ANCNOR BOLTS. CONNECTOR BOLTS UNLESS NOTED �� OTHERWISE� ASTM 307 . ALL STRUCTURAL STEEL SI-IALL BE FABRICATED AND ERECTED PER TNE CURRENT EDITION OF AISC STEEL , CONSTRUCTION MANUAL . � t ,� � F ' .. " � ` i _ __ ' ' ' ' ' ' / � , • � , �� � 1 • r # 4 f ��� ' , ' ` � i � f f � f I � � � � , � henry pratt t � ' � architects � k � ' , 3g41 bipho�n rosd i 2 , � � [3031�476-i 1d3161667 � , � r v�8 � 21 � 2E'-o �-2� o �M� � � F i -T�U�.�._..5 �,,_ 2��o � � _,�,.�. 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GONN6CJT 'ro - - - ------ -------- - ---__--�---- ----- -- � SNaVY N L I VE LOADS� 80 PSF TOI� � oF �� I..��I'fh'I � , ^ � al' I d� 1' - C' Q � � � SENSMICBC DESIGN CRITERIA BAZOINEW'ND - 80 MPN '� � - o �mrr�.� � - -- - - - - - --- -- - --- - - - - - -f- - ---- - — - ---- F LOOR 40 PSF Z ` ; --� DECKS AND BALCON I ES I00 PSF p M ql �.JO�I�rGIN'T CL- �����' 3wY8� � ( ` Q VVOOD FRAM I NG� 5�'1 �/ � m-�.��= Z O � �T�'�`Jfi��^> ��`�`�p� -- TWO I NCH NOM I NAL FLOOR AND ROOF FRAM I NG ��_ �M • O — I `�5�=7 @ Z�-O p�G� , x SNALL BE DOUGLAS-FIR/LARCI-a n2 AND BETTER S4S .� � � �� � � � � � T� � N (MAXIMUM MOISTURE CONTENT 19S) . � �� � � I?�� �� � x , � N i (`n STUDS SNALL BE CONSTRUCTION GRADE OR BETTER. r � � � BEAMS AND COLUMNS SNALL BE DOUGLAS-FIR //� �` (� i � ` NO 2 AND BETTER. ��TT�+-� PSoTT Mr GHo� I ` � ,�T � ` / i V! / � , To �,-r�•Pour�r� srrr.r�. �� Y Y 1 Y � � Y � i � _ Q PLANT MANUFACTURED PARALLEL STRAND LUMBER ��� Q ; ' - � - � �� --�- ---- �- �- - � ;`� "- tM I CRO-LAMS� SNdWN AS M-L) SNAL L BE 1 CBO - �- - - - APPROVED WITH Fb-2800 PSI , AND E-2 ,000,000 �"' � � Ps� . ��`�� i7_� �C � Z 4 GLUED, LAM 1 NATED FRAM I NG MEMBERS PER A I TC BY..._..._..._. .DATE.��. ------ O , y~ 1 17-84 AND PS-56-73. DOUGLAS FIR. SIMPLE ~�l��W� , Q U , SPAN MEMBERS� 24FV3. CONT I NUOUS SPAN MEMBERS� � SECT ( ON AT D� L CANT 1 ��V ER ROOF CO�NE S W � 24FV7 . �iG� � ^ MINIMUM NAILING PER UBC TABLE 25G1 EXCEPT I ��f� ��� �4'; t J J ��2��° AT �t�� ���� ��,� DR�EWENMORE OR LARGER NA i L I NG I S SNCJWN ON THE SGA��' � �IZ�, ' � � 'O� s/ t' � . G _ —' Z Z �D NIA�(� D,�''-�'_'(��� WINDOW FP-�±��'�G � NOMENCLATURE FOR L IGNT GAGE FRAMING ANCNORS 8 ���rH��S � � , "�O? G�!ar=� <,�,1�-�vp�y�' �.�F;,ti.;;,c;,:�;,,, NOTED ON PLANS IS FOR SIMPSON 'STRONG TIE' . �� � � O EOUIVALENT ICBO APPROVED ANCNORS MAY BE USED, � 'n ' I f'��r-+Z��';TA'�-�--� ��-�- INSTALLED WITH TNE NUMBER AND TYPE OF NAILS ZX� G`� ��� O C�� T�,7 �ri'(�"�C�;-1 G��"��'�✓ SPEC I F I ED BY TNE MANUFACTURER. V Lr�oKc��.��'�- � -`�� �..;�:,:� w� Z,c 9- — - „ � KIG��'�� � 2�-O p,G, AL L ROOF RAFTERS, JO I STS, TRUSSES AND BEAMS „ W � SNALL BE ANCHORED TO SUPPORTS WITN 18 GA � � FRAMING ANCNORS. TRUSS TO TRUSS CONNECTIONS � �� SNALL BE SPECIFIED BY TRUSS SUPPLIER. � � � ALL PL1'VVOOD ROOF SNEATHING AND SUBFLOORING i b � N SNAL L BE ENG 1 NEERED GRADES W I TN EXTER I OR P.:t�lr'(5 f"`��'V T� I�-�'T�-` � N GLUE AND APA GRADE STAMP AS NOTED ON THE / � � � � ' DRAWINGS. �_ , O � LOWER CNORD OF GABLE END TRUSSES ANCNORED TO J � J � WALL PLATE WITN 18 GA FRAMING ANCNORS AT 4' -O � • ON CENTER AND LATERALLY BRACED TO ROOF � FRAMING AT 8' -O ON CENTER MAXIMUM SPACING. Mt ALL EXTERIOR STUD WALLS SNALL BE BRACED WITN l�x�� � ONE SNEET OF 7/ 16' NOM WAFERBOARD AT CORNERS � AND NOT MORE TNAN 25 FT SPACING ALONG WALLS. ' � . DOUBLE JOISTS UNDER PARTITIONS WNERE JOISTS — ' ARE PARALLEL TO PARTITIONS. q � , ' PROV i DE CONT 1 NUOUS WAL L STUDS EAC�I S I DE OF �- _ date' I 1 JUN� �� WALL OPENINGS E(�UAL TO ONE NALF OR GREATER OF NUMBER OF STUDS INTERRUPTED BY OPENINGS. revised' � _ ALL WALL STUDS SNALL BE CONTINUOUS FROM FLOOR � TO FLOOR OR FROM FLOOR TO ROOF. � � - CROSS BRiDGE ALL ROOF AND FLOOR .101STS AT bf7t�. 2s�Ci 2l�CiQlv� M I D-SPAN AND PROV I DE SOL I D BLOCK I NG OR R I M ��` �� ��r� �a JOISTS AT ALL JOIST SUPPORTS AND JOIST ENDS. r ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING SI-IALL BE AS SPECIFIED BY TRUSS SUPPLIER. � ' ' � ALL PREFABRICATED PLYVVOOD WEB I -TYPE .lO1STS p ' SNALL BE INSTALLED PER TNE MANUFACTURER'S Zr�GC' t<i �Ti'I�') ' RECOAMAENDATIONS. DO NOT CUT OR NOTCH CNORDS �� � � �AM I N G P L A N P � I MA � Y R OO� LNMAT� MANNER. NOLES I N WEBS PER MANUFACTURER ' SNALL NOT EXCEED MANUFACTURER'S PUBLIS4-IED ^Y�f� 3�s'TUt�'s s �..� �'i1ROL.l'`- ` BEEDESGGNEDRBDY�APCOLORADOALECENSEDSENGSNEER � sheet number� f � S CA L E � I / 4 � = I � -O � FOR TNE FABR I CATOR. � STRUCTURAL STEEL� �'"" �J" 2�'`'IG NI�R-,pviG'p°C WlNpal,•! �---� ,��1� ��_,�,{�,� ��. STRUCTURAL STEEL BEAMS. ANGLES AND MISC� - 1�oW1�+, ASTM A36. ! ' N GOI�ND�Cl'f To FvvNGa�TIOrr / ANCNOR BOLTS. CONNECTOR BOLTS UNLESS NOTED /y.J�a, ��,.T �„�1TF-1 �� OTNERWISE� ASTM 307 . ��� �uN� I � ' ERECTEDUPERRT{-IESCURRENTAEDIBEONAOFiA�ISC STEEL � CONSTRUCTION MANUAL . � � � �ETAIL AT STE�L BEAM BEA�? ING ON STUD W�LL ! ' SCALE� 1 I /2' = 1 '-Op , , � . , ., , . i ; � henry ratt � P ` 5 ' - 7 ' II ' - 10 3 / 4 ' S ' - 7 ' ` archit � cts � - � � � � ° � - - - - - I - � '� � " , v3,e�ilq, colo edo r 61 S7 � � � � � r , � s�-+ �. 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WALL - TYP VENTILATION � EL 62 ' - 3 3 / 4 ' �� �� � SI-IEETSM I FOR � I ( , , _ � � , _ , � , _ , � _ � �S 4' � il0 r I 14 ' - 10 6 3 � 2 4 � 6 3 II 10 �T , O . FTG - TYP t� _ DETAI LS . � 8 _ ��� �Ni � � BLOCK - OUT FOR 4 ' - O x 4 ' - O x O ' - 10 ' 14 ' - 10 ' e CONC FTG w / '� I I 4 ' - O x 4 ' - O x O ' - 10 � � I I VENTILATION • 5 - tt4 x 3 ' - 6 BOTTOM CONC FTG w / � � INTAKE - SEE � � BARS EA WAl' . - - - _ _ _ J L _ 5 - tt4 x 3 ' - 6 BOTTaM I I DETA I LS � FOR ; N � I I I � BARS EA WA7 . PROV I DE 2 R04VS OF � � 3 � ANCI-IOR BOLTS AT a �_ — _ _ _ _ - �j�, _ jp'j - rj s�- ' - � � � � EL 62 ' - 3 3 / 4 ' TNIS WALL FOR : � Q , � � _ � � ATTACNMENT OF DBL � { R � � I � T . O . FTG STUD WALLS I _ I '� � TO• F• U . N • d .� � � � • S � O � � _ i i 0 I I 9 . _ 6 . I � 22 ' - O ' I � 19 ' - 8 ' I 4 � - 7 • ' � _ � , � L — � - - ' � � � — — — — r �- - - - � M � ; � �- - - - - - , —I � - - - - - - - - - - - - - - - - - - - - - - - - - - a . . - - - - - - - - - ' � m � 1 'i`f4��c�. E�o�'- wl.a�L ' � �'TM' ( � n [ I I �- I — — — — — — N — — — — — — N N � � � f� +� �/A�2I E� w rTH f � � � �I 1 � � - - - - - - - - - - - - - � r — — — — , — � _= �= =- PIPE COL 3 I / 2 ' � STD � �,v►.rr1NUa� s !� #' 4- r� L � ' i ' � � � - - - - - - - - - - - - - U w / WELDED BASE F�, p � . . I °' � � � iz • x e • X e . � I pov� LS � t2 „ I � - 4 NOTE 2 RaM1S OF ANCNOR ,�{Q � � � � ANCNORED TO FTG w / �- -� G . G� . I � BOLTS AT TN I 5 WALL FOR 2 I I 4 - REDNEAD W55850 I I DN UNDIS U7 �._ D � � L► � � ATTACNMENT OF DBL STUD S5 I � I EXPANSION BOLTS T ,�"" f � N I PARTY WALL — - - - - - - - - - - - - - - - � � � ( o � � i - _ , - - - - i - - - - - - - - - - - - -�- � � ' r i � � -• ', � ! 2 • - p • ' ( I EL 66 ' - I I / 2 ' � � � TL06FTG6 • I � SECT i O �� AT TYt'� PER � � = TEl� F D { v VJ� LL �- � � Oc 4 ' - O x 4 ' - O x O ' - 10 0 MECNANICALLY I T . O . SLAB � I � � ' _ n- CONC FTG w / _ VENTILATED _ _ _ � _ _ _ � I O 3 / 4 I SCALE • I I / Z " * � ' - O' VI � I I 5 - tt4 x 3 ' - 6 BOTTOM CRAWL SPACE - I2 • - 4 ' � ' ' ' r N ; I ( BARS EA WAY . SEE SNEET M1 . TO CTR COL _ � � k � � � 9 ' - 10 ' f- - - - I � � . CONTROL I I � � � L � N J O I N T S � F O O T I N G T O B E I I • � l O I r-' — — — — — — O — — — — — — — — — — - I � I 5 ' - 8 x 5 ' - 8 x I ' - O � I � - I w / 7 - tt 5 x 5 ' - 2 I � � � � I � I EA WAY . ' - � � � � � r 4 ' FIBERMESH CONC SLAB ON � - 4 I ( N � I N r , , � _ _ _ _ _ _ _ _ _ _ � L - _ _ I COMPACTED F I LL . _ , l � c, C.3�WE� 4�� ' � , I , = I � ' 6 I � a • - i ii2 • � � a z � '� I �O � � . � � 24 ' - O ' , . I 3 , _ 9 , I � I � 1... �oto - (p - - - - Z - � - -- - -- - � ; ,' .� ., � - - - 1 ,� EL 66 ' - 4 ' � � • � � � � 'rO. DCC�G.� C� -- - - --= _ -_ _ -- -- - - --- - � f `� � � � � i i T . O SLAB ,p I � - - — � I I ( 2 ' - 4 ' � � Z O O � I I � + � _ _ _ _ � 4 ' FIBERMESN CONC � "� � I ( � SLAB ON GRADE - � 7 U ( � � � I I AT�CENTERDRY WELL i , I I "r�►II F�✓�-+OGKINC� P�N � L , �` \ (�` �/ � � � _ — � � _ ( � , , WW o ' I EL 66 ' - O ' _c�l I EL 66 ' - O ' � EL 66 ' - O ' � I �ej � > � i9 ' - 9 I / 2 ' � T . O . BEAM � � T . O . SLAB � T . O . SLAB __ � � Q ; � � � - - - � - - - - - - �- - - - - - - - - -� � Z � � � � Z � }- pC Z ' � � o �` . I — — — — N — — — — — — — — — — — — — — — —� U I � 2 � (o Q � Lo�� O. C. . �� � W � �4 8 ' - 8 ' 16 ' - O ' 9 ' - O ' 9 ' - O ' 4 3 ' - 6 3 / 4 ' � -�� � ����_ ^, � � � ,�� � LC z � V • � T [i �� �� � � � 4b � ' r � I ' - O ' 1 ' - 6 3 / 4 ' � � , � �, 4 ` ° �_� � �""�. _ � 8 GRADE BEAM . BOT OF BEAM j � � O � ELEV - 62 ' - 5 3 / 4 ' REINFORCE BLOCK - OUT FOR ' w / 2 - tt5 TOP AND BOTTOM EXTENDED VENTILATION � � � � � ' n 1 Y � 1 �f�'"°'� i � v �G FROM FDN WALLS . INTAKE - SEE � J SI-IEET M 1 FOR � � ' 3T - ONxS3P�OTz O ' - 10 UNREINFORCED DETAILS . �j�" � x � � n A g � � 4 �. p oG � � � FO°o � FU � � ' NT - 1z • X L DaMIELS GENERAL NOTES Z BY....___._._._.. � 7 -- I� ' CONC PIER . 6 ' _..DATE�1 . N ' PROVIDE EMBED ip I / 2 ' x8 ' x8 ' UNLESS NOTED OTNERWISE TOP OF ALL FOOTINGS �� ��� ��� ' ^ N SNALL BE AT EL 62 ' - 5 3 / 4 ' ADJUST AS RE�U � RE �1,,, � w / 4 - I / 2 ' � x 6 ' N . A . S . AT ' � - TOP OF EACN CONC PIER . FOR PROPER BEARING ON UNDISTURBED SOILS AND v � � 4 ' MIN DEPTN BELabV FIN GRADE . O � UNLESS NOTED OTNERWISE , TOP OF FOUNDATION WALL r �+(� � ' SI-IALL BE AT EL 66 ' - 3 3 / 4 ' . Z �-� J ` _ ' —� � ' FOUNDATION DESIGN IS BASED ON ASSUMPTION THAT f EXISTING SOILS ARE CAPABLE OF SUPP OADS � N � W 1 TN ALLaNVABLE BEAR 1 NG STRESSES OF I000 P �L (aZ - 53q- Z � � ' ' FOUNDAT 1 ON DES I GN CR I TER I A SI-IAL L BE ED 't•�• �YC.'� , 1 � - BY TIaE SOILS ENGINEER PRIOR TO BEGINNING TNE N ' F O U N D A T I O N P L A N S E C O N D A R Y WORK AND TNE FOUNDATION DESIGN SNALL BE � _ __ i � • • � r ^ ' REV I SED AS RE(�U I RED . _ ' � . � � � � date • �°� � ur� � �o FOOTINGS SNALL BE PLACED UPON UNDISTURBED • i SCAL E � I I 4 � ° I � ' O � NATURAL 50I L OR COMPACTED F 1 LL TESTED AND APPROVED � � ' BY TFaE SOI LS ENG I NEER . T`(�1GA1� ( �`1T�F1n �- ��1 � NC�, ( L revised ' ; - a•�' PlEh� � ►J [� WALt� � -t � CONCRETE SI-IALL CONFORM TO APPL I CABLE PROV I S I ONS t ��� � � -� - - - -� ---- • , OF AC I - 30I . M I N I MUM 28 DAY COMPRESS I VE GON 1N l�O;,�S T "''•�'�. � � �M � STRENGTN SNALL BE 3Q00 PSI EXCEPT EXTERIOR T R�� � ENTRA I NMENT , BE 4000 PS I W I TN 5 - 7 f A I R � �/�(I D TM �j _ _ DEFORMED REINFORCEMENT � ASTM A615 GRADE 60 , 4 �- - � � SNALLTBEEGRADEE40 , BARS . STIRRUPS . AND TIES , G, =(�L��p � r � � t _ _� _ � , , � WELDED WIRE FABRIC ( WWF ) � ASTM A185 . � _i ___. � " � � ( ' TYPICAL FOUNDATION REINFORCING � 2 - tt5 TOP AND I CORNERS ANDCSTEPSS NOTED ) CONTINUOUS AT � • SECT I ON AT T YP f NT ER I OR SEAR I �1G WAL L sheet number ' REINFORCEMNET SHALL BE FABRICATED AND PLACED 2 . F PER ACI MANUAL OF STANDARD PRACTICE ( ACI - 315 ) + sc,�:. � : i i � z ' • � ' - a" i MINIMUM LAP AT SPLICES � 36 DIAMETERS . � MINIMUM 2 - tt5 AROUND ALL FOUR SIDES OF ALL , , ' OPENINGS . EXTEND MIN 2 ' - O BEYOND OPENINGS . � KEEP REINFORCEMENT CLEAN AND FREE OF DIRT , � � OIL . SCALE . OIL FORMS PRIOR TO PLACING � REINFORCEMENT . f r . �, �,9. l _ - " . _ ; �" � - ., .,.. . � � � � R � � - � � n � .. ��� w,��A � hanry pratt r rJHE�TM�N(a �� . � .�• w�- architects � ' � ` 3941 biphorn rosd i veil. coloredo 61657 � ' (303� 478-1531 t 2 !i � ! 2 �v 2 6 ; _ i - - —' -— _ - -"— - -- -- - � � . --Z y -` - --- . i2��t t.�c� �1'�." i'ex-� 1 ���uu�q�� � �' '' �� �Np��H�a�y. ,Y �/ I� � �f ������-( B I�����il k �� �� �f =�`°����a�gT�'�FO�?�cn% 11 � =�� �� ` = E 1 L �� J I --1 ��ln� �i�W�1� �c !o�HtriN ��uNY�a ' � a � .: = ll � � � 12373 a = ' � � �_+ C� � � �? / �T�UT I N P�'t`Tcr1 - =s �`� � � , I� 411 .�,�J � ` N 1ti, s� N � ,,•'� k ` � a q • ., ..... ' �� j .�Q _ _ . I I �-ir or w�n,aR �+ ��~ � � � �i nN��`'�`q',qq� 5� �t-'S1 Fog . 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F ----- ; I — — — � � i --- C I I r- - - - - - - - - - - - - - -� I I k � ; o � � o � � � � I I � - - - - , — — � � � � SECT i ON AT PART Y WAL � FpN WA� L 2 BASE DETA I L AT PEE LER �OLE CO�.S ' — — — — I I � � � � � SCAL� � i i �z� = t � •o�� sc.��e� t i�z' - � '-o" � ,----, - - - - � I I I I � � � + � �- - - - - - I �� I I � � � � _ I � � i � I I I I ----- � �- - - - - - - - --� �{� 2 I I I � ! � i � _o Sg I I � �- - - - - - - - - - - - -, - - � � 'r i � � -� o I I I - - - - - - - - - - - � � � � . i � � �- �- - — — � �- - - - - � -� � _ J , • � � W I � o _ --�+�-- , , , , � . � i i =s �, ! - - - - - - - - - i U 'I, H f , - l �--- � Z ; � � H ' ° � � � � � ±� W I I I � �� _� � Q ' I I � �o = = I � d I ' _ � � =9 I � TYP ! . - - - - - — � � _ I I =� .--. - I � tl� ~ W � � � � 9 �j � , � �1 J H s 5 h I I I I H � � � � � �? I � GENERAL NOTES (�[ , t-- �� � _ _ � � _ I � _ � � � ( t-�� p r� I I UNLESS NOTED OTNERW I SE, TOP DECK I NG I S � t; � I I � � EL 75' 9 I /4' . TOP OF GYPCRETE FIN FLOOR � � I — _ _ _ , L _ _ _ _ IS EL 75 ' - 10 3/4' . � � � 1..� _ — - - - - - - - - - - - - — — — — — — — — � — — — — — — — — — — — — —� � DES I 6N L i VE LQADS� k I SNOW 80 PSF � � � ' � � � � - � I WIND (UBC DESIGN CRITERIA BASIC WIND - 80 MPN � I SEISMIC ZONE 1 Q — — — — — — — — — — Z — — — — — — — — — — — — — — — �— — — — — — — — — ( FLOOR 40 PSF � TYP I I O � � ( I I i � � I DECKS AND BALCONIES 100 PSF � z► ` � I I '� �."i C�-4 I NCa I N D'�.7"'�:i ;-� ,��Q I I WOOD FRAM I N6� O I � I TWO INCI-I NOMINAL FLOOR AND ROOF FRAMING �. ` - 2�Co @ Ib" `�'TUD � �J 2 I � I SNALL BE DOUGLAS-FIR/LARCN tt2 AND BETTER S4S O ' S6 @j ��';�,� WAL.L, nr-1 _J � rt�� S5 � -}--------------- -I----��----I-------------I I (MAXIMUM MOISTURE CONTENT 19S ) . [ � I"' ` �✓ ; I I � ����w���T� N � � I I � I I STUDS SNALL BE CONSTRUCT ION GRADE OR BETTER. W W [� � A I I �.� ��--a� r �,� I ( I � I I I BEAMS AND COLUMNS SNALL BE DOUGLAS-F I R . /^ Q � � I NO 2 AND BETTER. V/ � � � � i~ I �_ _ _�_ _ � I PLANT MANUFACTURED PARALLEL STRAND LUMBER � � � � ( � � tMICRO-LAMS� SNaM1N AS M-L) SNALL BE ICBO ' ' I I �-' -- � CONTROL � I APPROVED WITN Pb-2800 PS1 , AND E-2 ,000.000 }- � z � E i JOINTS i � i P51 . I I - - - - � � � Q I ' GLUED, LAMINATED FRAMING MEMBERS PER AITC I I— — — — — — — � � — — — — — — — — — — — � _ I � I 117-84 AND PS-56-73. DOUGLAS FIR. SIMPLE U ' -S I � I 24FV7MEMBERS� 24FV3. CONTINUOUS SPAN MEMBERS� Q W ' _ � I � � I aU I I � � I I MINIMUM NAILING PER UBC TABLE 25(� EXCEPT � � � � � I � � _ _ I I � � I � i I I DRAWENMORE OR LARGER NAILING IS SNCJWN ON TNE —_ Z Z � ` (�L — oc I I I I 4I- I I � I NOMENCLATURE FOR L�IGNT GAGE FRAMING ANCNORS I I I � I � I NOTED ON PLANS IS FOR SIMPSON 'STRONG TIE' . (� (� O EC�UIVALENT IC80 APPROVED ANCHORS MAY BE USED, �1- v- --�1 ` � � I I I NSTAL LED W I TN THE NUMBER AND TYPE OF NA I LS � _ ` I I � + � I � � � I I I SPECIFIED BY TNE MANUFACTURER. � I � � � 4' F I BERMESI-1 CONC I ALL ROOF RAFTERS. �O I STS, TRUSSES AND BEAMS a„�,,.�,,. ' � � - -j I SLAB ON GRADE- � I � FRAMINGEANCNORSEDTROSSUPOORRS W� T�NNE GI� N W � � I ' I I AT�CENTERDRY WELL �°' � S USS CO C O S � ------ I � SHAL L BE SPEC I F I ED BY TRUSS SUPP L I ER. � ,,, �,. , � � �� � — ( � I � � � e,"',: ,_� � k ,� t � � . . I I i � ( ALL PLYVVOOD ROOF SNEATN I NG AND SUBFLOOR I NG ; � �I� j"� � ' �V SNALL 8E ENGINEERED GRADES WITN EXTERIOR n N , I I GLUE AND APA GRADE STAMP AS NOTED ON TNE � � � � � � DRAWINGS. i i � . , T O V�l 1°�� � �' ��a� L ' PARTY WALL FOOTING L — — _ - - _ _ _ _ _ _ � J I L�VER CNORD OF GABLE END TRUSSES ANCNORED TO Q , AND FOUNDATION- SEE I � - - - - - - WALL PLATE WITN 18 GA FRAMING ANCNORS AT 4' -O �J � J � ON CENTER AND LATERALLY BRACED TO ROOF � SNEET SI I I FRAMING AT 8' -O ON CENTER MAXIMUM SP-A,CING. � ` 8' GRADE BEAM AND 4' FIBERMESN I ALL EXTERIOR STUD WALLS SNALL BE BRACED WITN � � SLAB ON GRADE- SEE SNEET S5 I— — — — — — — — — — — — — — — — — — — — — — — — — — ONE SNEET OF 7/ 16' NOM WAFERBOARD AT CORNERS .DA� � � � . AND NOT MORE T�IAN 25 FT SPACING ALONG WALLS. _...r_.�_ _...�........_..._...........,....,..._ ' DOUBLE JOISTS UNDER PARTITIONS WNERE .IOISTS e - i` • ARE PARALLEL TO PARTITIONS. oI � � � 1 WA�LL IOPE�NGSNEOUALWTOL NEUNALFAOR GREATER date' I I .�U�`+� (OIO , • OF NUMBER OF STUDS INTERRUPTED BY OPENINGS. rev�sed• � • � ALL WALL STUDS SNALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF. � CROSS BRIDGE ALL ROOF AND FLOOR .lO1STS AT MID-SPAN AND PROVIDE SOLID BLOCKING OR RIM � JOISTS AT ALL JOIST SUPPORTS AND JOIST ENDS. ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING ` SHALL BE AS SPECIFIED BY TRUSS SUPPLIER. ALL PREFABRICATED PLYVVOOD WEB I -TYPE .lOISTS SNALL BE INSTALLED PER TI-IE MANUFACTURER'S i RECOfMAENDAT 1 ONS. DO NOT CUT OR NOTCN C{-IORDS i IN ANY MANNER. NOLES IN WEBS PER MANUFACTURER SHALL NOT EXCEED MANUFACTURER'S PUBLISHED ; LIMITS. � PRE-ENGINEERED. PREFABRICATED TRUSSES SI-IALL ' ° 9E DESIGNED BY A COLORADO LICENSED ENGINEER sheet n u m b e r' j •± FOR TNE FABRICATOR. f STRUCTURAL $TEEL� STRUCTURAL STEEL BEAMS. ANGLES AND MISC� ` � S � CON DAf� Y F f2AM i NG P L AN - E L 6 6 ' - 6 " ASTM A36. � ANCHOR BOLTS. CONNECTOR BOLTS UNLESS NOTED �� � N OTI�ERW I SE� ASTM 307 . � � SCA L E t I / 4 � � I � -O � AL L STRUCTURAL STEEL SNAL L BE FABR I CATED AND ERECTED PER THE CURRENT EDITION OF AISC STEEL CONSTRUCTION MANUAL . :-� ' � ., , , � No'fu-� PoLe� IN l�N- � e _ �.�+-i�'�Cr� �. 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(FWSN `FL'�'��� SNCNV 80 PSF _ � _ W N WIND (UBC DESIGN CRITERIA BASIC WIND - 80 MPH � � SEISMIC ZONE 1 ?U � � "'1'��L : FLOOR 40 PSF � � N �Owh�c�L� DECKS AND BALCON I ES I00 PSF Q � p` N INi�iCA1'E� LIN� WOOD FRAM I NG� z Z Ll p� �jU�ap�,-I- TWO I NCN NOM I NAL FLOOR AND ROOF FRAM 1 NG O O �c+-� Z ������ SHALL BE DOUGLAS-FIR/LARCN s�Z AND BETTER S4S � `Q� �� � (MAXIMUM MOISTURE CONTENT 19f) . . T��s�-:��s _ � }_ 2_ZX�Z STUDS SNALL BE CONSTRUCTION GRADE OR BETTER. � BEAMS AND COLUMNS SNALL BE DOUGLAS-FIR W W Q ��, ) � �D2o� NO 2 AND BETTER. Q , �`r`�"�'-' C ` �'� � � Q � PLANT MANUFACTURED PARALLEL STRAND LUMBER � " APPROVED WSTNSFOb�-2800 PSI � ANDLE-BEO�BOO� � � Q � J PS I . ,,,,,� (1/ 1..L ' ll- GLUED, LAMINATED FRAMING MEMBERS PER AITC ^' Z `� v �- i"1= L Fl-U�}-� I 17-84 AND PS-56-73. DOUGLAS FIR. SIMPLE Ll � Q , . SPAN MEMBERS� 24FV3. CONTINUOUS SPAN MEMBERS� � U . 24FV7 . ' ' 7 �j MINIMUM NAILING PER UBC TABLE 25a EXCEPT � W � ' �WIC�� }- Q RE�`RENMORE OR LARGER NA I L I NG i S SHOWN ON TI-IE — � b.� ti1 U'"ri�L� �W�.�H H�AD�'��, fi � NOMENCLATURE FOR L I GHT GAGE FRAM I NG ANCNORS � �.. � Nf'��.- �'A EG� t� i?.�,A.C.�N EG� - , NOTED ON PLANS I S FOR S I MPSON 'STRONG T i E' . O _ `/�� � ��'� �F �� N�L:� � ��� � EOU I VALENT I CBO APPROVED ANCNORS MAY BE USED. ' n /� �NSTALLED WITH TNE NUMBER AND TYPE OF NAILS �L LL = SPECIFIED BY TNE MANUFACTURER. ,n -tY�'ic�..- • � � A�j �L11.`�hI N����`�.:�, �D`J+�� ��lMPS�N �-"9�i M= L Z- 9'%z�� M= L SNALRBE ANCHORED TOI SUPPORRSSSESHANB GE�AMS � J � „ IU �� �j I�j�� �J�=l'°-.{z AT �Jni jT FRAM I NG ANCI�ORS. TRUSS TO TRUSS CONNECT I ONS � SNALL BE SPECIFIED BY TRUSS SUPPLIER. z ALL PLYVYOOD ROOF SNEATNING AND SUBFLOORING . _ � � • SNALL BE ENGINEERED GRADES WITN EXTERIOR � N N GLUE AND APA GRADE STAMP AS NOTED ON TI-IE � �y � � � ' ^ DRAW i NGS. ' '�` � LaWER CNORD OF GABLE END TRUSSES ANCNORED TO �: �i ' � �---�' �'~�``� � K'"=� �� � � � WAL L PLATE W I TH I 8 GA FRAM I N6 ANCHORS AT 4' -O � �� °' .r � ;#,� ,,� O ON CENTER AND LATERALLY BRACED TO ROOF � � � • FRAMING AT 8' -O ON CENTER MAXIMUM SPACING. �� � ��' J C� � ' ALL EXTERIOR STUD WALLS SNALL BE BRACED WITN ��,r o � ` ,� ONE SHEET OF 7/ 16' NOM WAFERBOARD AT CORNERS 1 Y Y/ i � AND NOT MORE TNAN 25 FT SPACING ALONG WALLS. j � DOUBLE JOISTS UNDER PARTITIONS WI-IERE JOISTS ARE PARALLEL TO PARTITIONS. B�r. ,...._..._._-- ......_. PROV I DE CONT I NUOUS WALL STUDS EACN S I DE OF �~� �"'""`'---------�DATE,.�/ � ( • WALL OPEN 1 NGS EOUAL TO ONE NALF OR GREATER � 7 date' I� �IUN�... °I(,� � OF NUMBER OF STUDS INTERRUPTED BY OPENINGS. � ��"- ` ALL WALL STUDS SNALL BE CONT I NUOUS FROM FLOOR �_ revised' . TO FLOOR OR FQOM FLOOR TO ROOF. CROSS BRIDGE ALL ROOF AND FLOOR ,101STS AT MID-SPAN AND PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS AND JOIST ENDS. ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING SNALL BE AS SPECIFIED BY TRUSS SUPPLIER. ALL PREFABRICATED PLYWOOD WEB I -TYPE JOISTS SNALL BE INSTALLED PER THE MANUFACTURER'S • RECOIv1MENDATIONS. DO NOT CUT OR NOTCH CHORDS IN ANY MANNER. NOLES IN WEBS PER MANUFACTURER • � S E CO N D A � Y F I� AM I N G P L A N � L / � I 9 , / q- " SNALL NOT EXCEED MANUFACTURER'S PUBL I SNED LIMITS. PRE-ENGINEERED, PREFABRICATED TRUSSES SNALL SCA L E � I I 4 � � I � -O � BE DES I GNED BY A COLORADO L I CENSED ENG I NEER • FOR THE FABRICATOR. sheet number' ,> � � STRUCTURAL STEEL� STRUCTURAL STEEL BEAMS, ANGLES AND MISC� N ASTM A36 . ' ANCNOR BOLTS, CONNECTOR BOLTS UNLESS NOTED OTNERWISE� ASTM 307. � � ALL STRUCTURAL STEEL SI-IALL BE FABRICATED AND 4 ERECTED PER TNE CURRENT EDITION OF AISC STEEL , CONSTRUCTION MANUAL . / /�; ., , . r _� � ; , � o � F � i • ' { R _ { henry prett : ,a , � • j archit�cts , I 3�41 biphorn roed � . � � v,e�l, coloredo 61Q67 (303 l 476-1631 � � ``````���Bi������'''i � Q"r A.LL. C�AfUl..� �ND w�NDCaw ' - �����,�F''��N STER'N,LF�� '� �►�.MING-� Su�O Z" HF�U��Z. . ' �o��ZoM-}'�t_t_.�{ �-T'o �,oy-�('c�M ��� �``a F° �,�`�'= E ' � : 12373 = = � a � ' GHO�:C� �`= T�U Sya w/ 2x�- � �a w r. �.IC,K�g.s G� 2'-0 o.G, � °�, � � ` 2x Co Gv Z�- LDO K-c�t.rj°r-�' � , O o.G� �� . .�. �� ; �v �c,-+���� `(���a � FAC�- �� � �u���'����A�'�qq o ; �jYP�c.a�.. � �� � F . 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TOP OF GYPCRETE- FIN FLOOR ' I j ' � � �U�a����,3 � 2�-c� O�G� IS EL 75' - 10 3/4' p I � � � ; � � � WEND (UBCVDESOI�GNSCRITERIA BASIC WIND - 80 MPN SNCNV 8Q PSF � � SEISMIC ZONE I Q s ` I ! � '.�j- Z„c ip Z_ � �� M;� DE�S AND BALCON I ES 100 PSF � Z I , � VVOOD FRAMIN6� ' - � ; � TWO INCI-� NOMINAL FLOOR AND ROOF FRAMING O O � � � SI-IALL BE DOUGLAS-FIR/LARCI-I tt2 AND BETTER S4S � � ; (MAXIMUM MOISTURE CONTENT 19S ) . �- � � STUDS SNALL BE CONSTRUCTION GRADE OR BETTER W W � i ' BEAMS AND COLUMNS SNALL BE DOUGLAS-FIR '^ � Q � y� NO 2 AND BETTER . �f) � �L t PLANT MANUFACTURED PARALLEL STRAND LUMBER ; � ' (MICRO-LAMS� SNaVVN AS M-L ) SNALL BE ICBO � � Z� I� � APPROVED WITN Fb-2800 PSI . AND E-2 ,000.000 � � � oc o 0 PS1 . � GLUED, LAMINATED FRAMING MEMBERS PER AITC � , 117-84 AND PS-56-73. DOUGLAS FIR SIMPLE U , . � SPAN MEMBERS� 24FV3. CONTINUOUS SPAN MEMBERS � '� � 24FV7 , W � �zj�^� �p -I'��r� � `. M I N I MUM NA I L I NG PER UBC TABLE 25� EXCEPT � � � s- , NMERE MORE OR LARGER NAILING IS SNOWN ON TNE � � , O HA`I'� 'j��f�r�J �, DRAW I NGS. i -J"o� GNo�L� s ! (�/ � Z J SLI�d ��� i� �y NOMENCLATURE FOR LIGNT GAGE FRAMING ANCNORS I.Z � �G� -?Y��� � � 3-2� '� NOTED ON PLANS I S FOR S I MPSON 'STRONG T I E' . O �. E(�UIVALENT ICBO APPROVED ANCNORS MA7 BE USED, r�� INSTALLED WITN TNE NUMBER AND TYPE OF NAILS � _ � SPECIFIED BY TNE MANUFACTURER. VI , 2�t(p � 2�-O OG, � , , LOO�.Ui_1 j�.� f AL L ROOF RAFTERS, JO I STS. TRUSSES AND BEAMS W J ,� � SNALL BE ANCNORED TO SUPPORTS WITN 18 GA � m FRAMING ANCI-IORS TRUSS TO TRUSS CONNECTIONS SI-IAL L BE SPEC I F I ED BY TRUSS SUPPL I ER. ,,._��;, �� r �, l�-r � G�t��c �,� �f' _ 1� ' waN�c�w F�r-itNCa , A,, ALL PLYYVOOD ROOF SI�EATN I NG AND SUBFLOOR I NG '" �jU�C�j��-"� HEADE�- e°' SNAL L BE ENG I NEERED GRADES W I TN EXTER I OR � �-�-� `���rs^�YW , ` N � Hp�IZON AI_.L`{ ��.C'�.Y� """ �""'-`-"""'�---"-"'""'� GLUE AND APA GRADE STAMP AS NOTED ON TNE � a �,��t � ``� ' � �:� �''" � N � � -r'o j3o-�'o M G►�-I o D s s -� �3� � C� •�� w x� DRAW I NG y � � r �j� �fk �� � �T � _ K�E�S G� 2r�G� LaNVER CNORD OF GABLE END TRUSSES ANCNORED TO � � � WALL PLATE WI TN 18 GA FRAMI NG ANC4-IORS AT 4' -O � �'(� O �'� �� Q �' VAIL u � . ON CENTER AND LATERALLY BRACED TO ROOF � � FRAMING AT 8' -O ON CENTER MAXIMUM SPACING. t ALL EXTERIOR STUD WALLS SNALL BE BRACED WITN ' ONE SNEET OF 7/ 16' NOM WAFERBOARD AT CORNERS AND NOT MORE TNAN 25 FT SPACING ALONG WALLS. BY r's��----------..�_.DATE��_�� -- I a i DOUBLE JOISTS UNDER PARTITIONS WNERE .lOISTS ARE PARALLEL TO PARTITIONS. , ' f PROV I DE CONT I NUOUS WALL STUDS EACN S I DE OF date' I�I JU�� I�I� WALL OPENINGS EQUAL TO ONE NALF OR GREATER ' ' OF NUMBER OF STUDS INTERRUPTED BY OPENINGS. revised' � ALL WALL STUDS SNALL BE CONTINUOUS FROM FLOOR ' TO FLOOR OR FROM FLOOR TO ROOF. , i CROSS BRIDGE ALL ROOF AND FLOOR JOISTS AT ' MID-SPAN AND PROVIDE SOLID BLOCKING OR RIM JOISTS AT ALL JOIST SUPPORTS AND ,lOIST ENDS. ; ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING ' SNALL BE AS SPECIFIED BY TRUSS SUPPLIER. � ' ALL PREFABRICATED PLYWOOD WEB 1 -TYPE JOISTS SNALL BE INSTALLED PER THE MANUFACTURER'S RECOfv4viENDAT I ONS. DO NOT CUT OR NOTC4-a CNORDS � IN ANY MANNER. NOLES IN WEBS PER MANUFACTURER � � R AM I N G P L A N S � C O N D A f� Y �OO� SNALL NOT EXCEED MANUFACTURER'S PUBLISI�ED LIMITS. i � PRE-ENGINEERED. PREFABRICATED TRUSSES SNALL she et n u m b e r� � SCA L E � I I 4 � = I � -O � � FORDTNEGFABRBCA OROLORADO L I CENSED ENG I NEER • I •> f STRUCTURAL STEEL � STRUCTURAL STEEL BEAMS, ANGLES AND MISC� ^' ASTM A36. ` � IV ANCNOR BOLTS, CONNECTOR BOLTS UNLESS NOTED ; OTHERWISE� ASTM 307 . �� ALL STRUCTURAL STEEL SNALL BE FABRICATED AND � ERECTED PER TNE CURRENT EDITION OF AISC STEEL CONSTRUCTION MANUAL . � , � 1 ' �' — �°' �N� ��_ �"'�� _ ` _ "�. �' �_ �i '_�� — _- – -_--- �r i _ -- 4 - - j hanry� prat � architects (�''X4" INTAKE ° , ����X T � �X�Au S� � _ � a 41colorado r 81657 � � / 303) 476-1531 � � ,� � 16 X 4 If�fi�AK� ' 1�"X 5" E X I-IA 1-15T S I�A� O N G i�A D� ,i � - �LOGKO�.j(' IN� C pN Cl�CT� _� o � �ICK �/ENT I�JP�L L FO�Z DUcT A�S I�Q�L7. � � � \ o � __-- � � ' ��� j -��wsYN��� �A�cy_ 3.}';4y �Ynom- � ` �7 � tod N.u�s�.L' 4u_+¢ !�rzEw -���6�54 --- 4 - - \\ ' ` � O 1 To w�ui u.N o) \�,� ���U� � , U C� i ,;� Ul�' M N I =� `v `� � Gouj' GO�f�.�Z �,,� ��v� � --� \ � Q • , � O� �� y D�iP.Gt�.t..VAN�L�MIGI..G� _� \ � o'_� �T� F�n�tR oavu+ I�JC�f' ,. 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W I R� � -� , — � T'sTAT � N'�TAT ►N .;C�iCP::�. � � - � U) I,�N-�N THE .�r�ACG �:�-��-�i►v� sECO1�ARY PRIMAR`�� � ,� Q_H �-�L1Ml�i�1�D��j'1f CrZ, H.) RI.��% � W �, f���J�/� .50 �/o CADJ.),TI-{� � \ FA N �H�'r�.L �{(`�°�°r'. TN E. � � . S�AB aN G-�fZADE T'ST�IT sNALL ���K `�u � - � � � T{-}E FAN lhl N�N �l--fE �-��r<W L sP�cE TEM��1�-ruR� �C i � pROPS SELoW 40° F C�DJ). PRIMARY -- Q ' h, M- I �-RAW.L SPA�E VENTI- " � ' `� LAT�o�I (=f�f�l = 3�S c:._�Nl C� z Z I� ' o� ��'' s� �.�O �, I IS/6o/► . O O , \\, �GNN �� �E}�NYR" � -�O-TDA. �-- _ ,, , . U � ., . 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FACE OF WALL ( STUD , ETC ) RO �� ROUG�-( OPENING NENRY PRATT , AIA , , � ` 394i BIGNORN ROAD AD AREA DRAIN FTG FOOTING RM ROOM CEILING NT VAIL , CO 81657 ( 303 ) 476 - 1531 , . AD .I . ADJACENT GYP GYPSUM WALL BOARD SEAL SEALANT ROOM NAME / NUMBER STRUCTURAL ENGINEER � v VARI � S ( SLOPED ) JONNSON , VOI LAND , ARCNULETTA ' AFF ABOVE FINlSN FLOOR GL GLASS / GLAZING SNT SNEET � . , 3941 BIGNORN ROAD - ' ALUM ALUMINUM NM NOLLOW METAL SIM SIMILAR BOULDER , CO 80302 ( 303 ) 444 - 1951 ` � QtT ALTERNATE - NT NEIGNT SOG SLAB ON GRADE FLOOR BASE ' WAL` LS = CEILING GENERAL CONTRACTOR � ` � AP ACCESS PANEL INSUL INSU � ATION SPEC ' D SPECIFIED � JEMBOR , INC ° C CARPET 8 PAb - NONE CT �ERAM 1 C T 1 LE CT CEQAM 1 C 7 I LE P • O . 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I I GoN Gg�ctr►�•� ' i ir ��j . __.� � � � ^ ^ COLD JOI NT A7 FOUNDAT IONS }„��,�„a� 1�� 4Wr �� T �� �Q� C^+(��, ' : I : I , SHT S4�ADL�RE I,NPORCSNG ��P�G�►p`t-�✓AN�'L�•` �NCat� _� f t•� �'•.�° , � TYP 1 CAL AT POSTS� OUT FRaM WALL � t"T" �����"��"'f�� C4� p ,� I ,� � SNAL L EXTEND 2' -O' M i N � � R P C� � 2 ' -Ox 2' -Ox0' - I O UNRE I NFORCED ( � W 5��,� � ����E�� �C' -"' � FOOTING w/ 4-tt4 x DdWELS — � � � " INTO FULL {aT 12' -, _ 1 + � ,�,,_o o,G, 5�tly'tf-Y-,�r�� L7'11 N�� Q-1- — -Q G E4 Jo15'X` -20�� �, — + CONC PIER. 6 PROV 1 DE EMHED F� 1 !2' x 8' x 8' — — ( — — — — — — — — — — -- — — — — — — — — — — "7 "�f� �pUND"A.'�'�ON �Nb+L.L q � - - w/ 4- I /2 x 6' H A S. AT � - - TOP OF EA�N CONC P 1 ER. I O T p � — — — — — — — — — — --- — — — -- — � I I � W, 'L+ "i�5 ,CAF�NUC7U�J' � � � IP�� A►.r�� � ` - , '� � ^ I I � ' � � O �TO'P j��Lrj . �r•Q o.G.. �iC� l G'� `� � N I � i � � v f ti5 cp !'A RC���� � � .._..,, .� O _ 11 ' -9 5/ 16' I I � � — — — — — — -- � — - � 5' -7' S' - 11 3/8' 5' -3 5/8' � - � � - ` ^ ' � � I �o I 2' -O 3/8' ' -� — , — � � I � ` _ �O i , ,_ _ _ _ _ _ _ _ _ _ _i i 1 , . : � _ I I � _ _ _ J CRAWL SPACE • I I I � / � / � - - - - - - - - � � � N , ;. � � � � o � , , � – � • . � , o ; � � : � _ � _ I , _ �._._ � �' � � °– � = d . I .� � / � � N �M - $N Tr ,► - - - - - - - -�-Q-�- ( i � ' r yI — — I ( — _ _ _ _ _ _ _ _ � _ _ � _ _ _. _ _. _ _ ._ ( I _ _ � – a � I � — —� •- , �..!0_21- � . I ' - - - - - - - - - - - - - - - - - - - - - To.F. u.N.o.l--_ i � I f0 � � • I ' — � ' , I - � N -.`z-.— ao �0 � I I I � I I � a � � � � � a � ' � � ' �� � I '� � I TYP �c � EL 66' -O'. t ; '__ , I I � 'o �tiG�.l.. �?��lO� b�►LL� � ' - I I I — — — — — — — � T.O.WA L L S � '� (ri�� W W� 'Z- �5 a � I— ca�,N�ous � �4- '` L I � s� pr�r�?tr� � �� I I I EL 66' -4' � — — — — — — — N 4.�-O O.G•. , ' , ' aN UN D I S"!'U�Z1'aED So►t� t , I T.O.SLAB � 9' -8' � � "� � � � � � � � o 'o � '� � I - - - - - - - - - - - - - - - - - - - -� �– - - - - - - - - - - - - � o I �. �' �' � � i - - - I � SECT �oN AT TYP PEt2 I !'�ET�2 �`DN �1VALt,.. �C� � - - - - , �- - - - - - - - - - - - - - - --I � - - - --- - - - - - - - -� , ° , � , I I I i I I SCA�.E� I 1/tr • t ' •O" - �` , , I f I EL 62' -5 3/4' ( I ' , � . , 3 IT.O.FTG � 8' - 10 3/4' ( � ` � . , I I � � I TYP 1 CAL AT PaST5� � ..,,,. ; 2' -O x 2' -O x Q' - 10 UNREINFORCED I I I I I I IFNT�OIFULLlNT� 12•x L���E�S ' � I I I— i — — ' � — P,�R�VIDEEEA�Eb i� I /2'x8' x8' � , � : I I ' I � — r — — — — — I TOP40F�EA�HxOONCHPAIER. AT • " �� , I I � I 3 , , � I I I I I I • R F Z � �w� � �`�--�� . - 6' -2 t /2' � 7• -q 1 /2 8 G AOE BEAM. BOT O BEAM , I I � ' ELEV- 62' -5 3/4' . REINFORCE � �a�„�r � ` v , j,,,. +�,, , w/ 2- ttS TOP AND BOTTqN EXTENDED I I I I I I FROnn FDN waL LS. -�;a D�,K.►c� ' �------' - _ - - (� TYP � ( � � � EL 66' -3 3/4' � 4' FIBEI?MESN OONC SLAB ON ' '� ' � T.O.WAI.L-TYP r OOMPACTED FILL . � � SI . I ' � � EL 62' -S 3/4• ` T-�f �1-GC�•�NGE �N��.. � /�' 0�, � Q I I I I o � � . I I N I I � I T.O.FTG-T7P ; r' s � � , � � I I � I I � I �' , f.,� � �' � W ii� a ' � � N � � I � 14' -8' . I I I I � I Z � � � � � I I I I I `� "— - � N • , ' I � I I � � , ^ L- - - - - L- - - - - - - - - - - - - -- --� � 2�tCo � (to'' � G � � � s � I I I - - - - - - - - - - - - -- - - - - � � . . QCC� I I I � ; � � _ '� � . � - I � I lll tn � . ` I I— — — — — — — — — — — — — — — I I EL 66' - i I /2' � ' � EL 65' -8' � �, - _ _ � T.O.SLAB � T,O.WALL � z' � — ' � � , I I � c� ' �..� _ I I- - - - - - - - - - - - - - - � I � � ' TL06SLAB• O �� � '� 10�� A�C'3. G'� 4�-O v.G. LL„ �, � � � I I � � N � ' a � � i � � � ; " � i , �.1..! """! �Q3 � I I I � JO NT�SL I ' , � . � � , 1 " I � ; � I z'U-� [� � � � � � _ I � I o � --- ---------------�--- ---------- ----fi i ° � � � �-.. .Y � a � I � ' � � �L !o Z�- 5�'.¢ 2 .�.� � � 4' F i BERMESH CONC I 1•�'�T�• i j J I � I I SLOPE�TOGDR�Y WIELL � � I I f� N 'x `. I I I ( AT CENTER � I � � '� � _ , I I � � � I � �1 . , � � � , � o "'�(�IG�►I� I NT�F�n� r O°?1 N G� t� ° ' I � � � : r _ , L - - - - - - -� I ; � E� 6�� -8� a �'r���i�"w ���% 4- �� � �.`� • °� date� �I ��` �'!o I I- - - i - - - - - T.O.WALL NTINUvIJS M . � - - - - - - - - - - � i . rev�se � i � EL 66' - 1 I /2' i I EL 66' -O' 0 I T.O.SLAB � � T.O.SLAB � UND��J�L7 a � � � �, �t.. _ � � - - - - - - -- - - ' - - - - - - -- -� I � � � � � � � � � • � . ` 2 SECT f aN AT T YP I NTE1� I,t�R_ BLAR I NG WAE. !. GENERAL NOTES scaL�� � iix" • � ' -o% � � , ie• -o• zi • -z iiz• . — r � � � � sheet number� s FOOTIN6 OESIGN IS BASEO ON A SOILS BEARING . . PRESSURE OF 3000 PS1 . DESIGN SNALL BE AD.lUSTED � , AS NECESSARY TQ ACCaMOt�ATE ACTUAL BEARING AS � REPORTED BY SOILS ENGINEER. � F C�U N D A T I O N P L A N P � I M A f� Y UNL ESS NOTED 07NERW 1 SE. TOP OF AL L FOOT 1 NGS - N SI-IALL BE AT EL 62' -3 3/4' AOJUST AS REC�UIRE �� � FOR PROPER BEA171N6 ON UNDISTURBED SOILS AND SCALE � I / 4 � � I � -O � 4' MIN DEPTH BELOW FIN GRAt7E. �. UNLESS NOTED OTNERWiSE. TOP OF FOUNDATION WALL `,� SHALL BE AT EL 66' -8 3/4• . � � F � .y`' � . '��� f�� � � ���,��. i t � � � i s � t GRAPHIC SCALE � ��� �, Ind�cates 100 Year Flood Ploin Limits r{� pp 0 10 20 40 80 accordmg to the Federal Emergency Management Agency Agency Flood Insuronce Siudy for ihe Town of ,� Vail, Eagle County , Colorado Communrty No � 080054, Page fJo 41-P November 2, 1982 I inch = 20 � `I �V ,�.n�.�� CENTE�L NE uF 2� SEWER EASEMENT RECORDED IN i �,j' BOOK 217 AT PAGE 97 CLOSURE ERROR I 06� _ ��'� 9�� ��� .. �6`D' 15' �,`� `i' ' � C < ( O � . `O� • �� �� CHAINLINK FENC / � yp�o N LEGAL DESCRIPTIOW 3' �o ��� Lot 2, IIighorn Estates, 2nd Addition, Town of Vail, County of ' / � � � / Ac'•, � �, (n Eagle, State of Colorado. � �i �+N p, � IMPROVEM�t1T LOCIITION CERTIFICnTC � � / / �3 � �� S� /� ^''F� r A- N I hereby certify that this Zmprovement Loc�tion Certificate was � f6 G'' / ° � � prepared for Fred IIickford, THAT IT IS P70T A LF1'ID SURVEY PLAT OR O�,�f � 3`S, � INPROVEMENT SURVEY PLAT, and that it is not to be relied upon for the L OT 3 �� � , � j establishment of fence , buil n p= / �'� g, o� ^ther future ir� ovement lines ,� �OS • Uj I further certify that the inprovenents on the above de,cribed `s3� �� parcel on this date Septenber 5, 1990, except utility connections, are'� � + entirely w:.thin the boundaries of the parcel, er.cept as shown, that �4j6 / CENTERLINE OF20 SEWER there are no encroachments upon the described pre�ises , except a� 2\ / EASEMENT RECORDED IN indicated, and that there is no APPAREt�'T ��k,Ld,�,nce or sign of any / BOOK 335 AT PAGE 318 easenent crossing or burden�ng any parZ�`•o£� sai� parcel , except as `` � � noted . ' , n , - + � �i � . ',� �� / ;,, • - � � G o �' °o-/ S " • 9-/�-�� .�.� .,--- / Date Roger 57, tieyer . L S No 26967 1 �� + � / � � John�on, JGunkel & •Asso iates , Inc / � �-i7��� � `� / , � � % / ,ha ` i� Decks / � � i � S / MANHOLE (benchmark) t�otes + / O� � � �9 RIM = 8361 72 O� 1 ) Survev Date September S, 1990. / ���0�, / O 2 ) IIa,is of I3earing : �Aest line of the subdivision kith the ��(� a� � 1 / ,/ � f]orthwest corner of the subdivision be�ng thc Ea�t 16th Corner of ,L `C�' � / N�(T ��,.ti� i.. 11 e� � and the 3outhw_st Cor .er of the suN� � vision '�eing �y� � `� � } the tdorthea�t l6th Corner of Section ? ? , both cbrners being found UNI � + � �� T A ` `9� � i � � 0 839�, o� -.l�r ,°�Se a� 3 1 /4" alur�inun cap above 2 1/4" pipe with the bearing between� O• '` � � O � 9s n� �•� ��', 0 �ecks p� aforer�entioned corners as td. 00° 19 '08"E s \ � O \� . B' O 9F �` �` �v a � � � Q 5362. � eX;ffi) 3 ) Elevation Datun• Benchmark at the rim o: nanhole t1HII 49 . 1 having S' �D� �oc� � \ \� � o^ �� \�C� � 3�, 2O r\ an elevation of 8361 . 72. ` � \� �, Pj � Se Op� �°J.� /� ', Q9 � � ) Deed Lines and Easements Ra�ed upon the Final P1at of Bighorn � , �\ �BO ��� � u� , FF , � 'k �� / 1bo�k 3 � Estate� 2nd Addition; Town of Vail and instrur�ents recorded in / / � A U(v�T g / O � IIook 335, Page 318 and BooY. 217 , Page 97 of the �agle County � / �Q� � o,.c ^ � �, n Records, State of Colorado. �+ �'� l � `'s. / O �''� 5 ) ELevations : Unit 11 Ridgeline : II393 . 09 � \ � !y � �� /� � � � �jJ � Garage Level . II365 . 11 � , � �rN -� a \ �5.��L't' `, �'h , 2�� o � . ' � � 2 \ � �P � � �, i2 � � ' n/ O \ Unit B Ridgeline 392 . 2 � 28, �;d�p� Garage Level • 8365. I1 � Z \ F, c,f 2'x �l/ � � �, \ O`Pr gs � Cantilever � ^ �3 92 � 6) Ties �hown to property lines are perpendicular to the�e lines. i � � c�` � \� �A� ; / � �' \'� �'362 •,�' CeX�3'�, 9K!#o�e> � ) Da�k� not conpleted at tine of survey are not ref lected on this N U! \ � � 2`L /'}, + �V O � \ \ J 2L�� I,� � E3 ) Street Address : 3E327 Lupine Drive, Town of Vail, County of o�, � \ � � Eagle . Sta*e of Colorado . p,� / \ F�o/ G QO � \ ASPHALT pRIVEwAY / � ti � • S SEWER LINE 4� DIA PLASTIC PIPE, W CLEANOUTS O • � / 3j 'Y 3 5 389 3�� � / SO' E ELECTRIC �INE 4�� DIA CONDUIT ���sc�S22pe��a s2� I \ � / � � W WATER LINE I�� DIA COPPER PIPE -�-� ��S'�(CNC �' � � ej!,,��0 ' � � � � G GAS LINE 2�� DIA PLASTIC PIPE _ �� , ce � c� �/ � \ / G u UTILITY LINE TV CABLE IN 3/4�� DIA PVC CONDUIT DIRECT DROP TELEPHONE LINE � S � � � \/ ELECTRICAL IN 3/4" DIA PVC CONDUIT � (/ 8O2 b6s� , / " o i /� , g� / / 6S �,`� DIRECTION OF SURFACE DRAINAGE , ' ' s�� Q• 21°24'21" p S ' I/� S S � O� � / �� 65 00' C • INDICATES SURVEY MONUMENT FOUND WASHER ON 5/8�� DIA REBAR � O/�J /�8 �65 �a� � � }� ���A 86� .� � S 32°52 5��W CB � a ,�- � ` /,,,J� ��,a, �h� �Y�e�^ �'�c�„�, �,u`.� c� m-o�-� v�� . � � 'l .- . yr 5�� \� � /G�� _ � Johnson, Kunke) & Associates, lnc. LAND SURVEYING•C�VIL ENGINEERING• MAPPIf�lG P O. E1ox 409 • 113 East 4th StrnPt ' Eagle, Colorado 81G31 • Phone (303) 328-6368 I +ia"� ,a,,:;l� i�' ;r � `� '� , + e ' , � a ' 4 � ` � ' < f{ . ,� '> _ � . �� ` , t�. , n � " � ,�. . � , '' r " � � ' . � r , � + � 4„' r � ' , { r , . " y , � , ,. ' +. � . , .R =s i - ' �� � ' � � �1;,.wr4�r h� .'i pil �ratf'�} 't ..sy.' . � �� �� � t -4' �.� � , �" r� , �. � � � r ° F 't � � �t o , , , _ .. �. .. , . . . � . , �� , . � . f t < < , .i � .i 'i .. � . , .. � � „ � ' _ ` . ' � ' � � � � � � s :*� � "�."n �,•�t: � � . � . � i . ' � ` s , � 4 � d 4,`z i� , , , � — .� , � . , S� , ` � � . : . � r � _ _ _ ' ^ .� .a� �tr.�1c. :t � � f� � � ' ' 1� ` �Q i � 'l� r t � ` � � ` i . • ., ryk".� �y . } . 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' , - . � ,. � rstt �,,- � . , ,, � � � , � � , • � , � _ , , , . , - , , � � � � , � , , _ . architscts � � ' - ' : � � ` � � , ' ' , � ' • , � 3041 blW+w'n ro�d � , � v�ll,Oolor�do B'Ied7 �� ,� , ` , ' , � � , , - _ > ' , , � , r < <��a�e-�� ,. , �; " , , , , , i ' , " , ' — --- --_, ._ _ - ....__.___.._.__._____.�______ __�_w_..'_--------__.»__ PREYVEATNERED COPPER 8NINGLEB- -----•--___.w_ ._.._`________._____.___�_��__.,_��-- -----_�_____._________...._.____.._� ' '� •�.. , 77PICAL AT ALL 6ABLE PNDS �. . , , , , , , , , . _ � , ., . `� . . � , � - , � ' � ` ____.__�_.__._..—_..�..�.._._._..___..___..__---.__..___` _ . EXPANDED ME7AL CN 1 MNE7 CAP- ______._-------.��_.__,�------._.__�__���.y__�_._—.._ , ' � , ` ,, ." , ,,�,�,�, � �r�s . � � � - -- - ---__ .._.� ._ PA I N T ��y , " • +r° i� i �, n�� , � � , �� ' '�;'- r �a,�; ' , EL 93'-8' ' STAC6ERED BUTT CEDAR 3NIN6LE3- -- __- ----------------_�_�---- ----- ---- ' " - _ , ' , ' , �` . � - - R i DCE- PR 1 � ---._.__._._...__ _...�____� - _�.____._,�� �.___�_�_...__.._M -----------_ _ __.___,� STA I N ` , ', ° � . , . `� � ' ' PR�ATHERB� COPP�R PLA8NING +-'-----`--�"T`--�--��--- �� , .,� ' ' ` " � � ---�--�.____--_�--- --- ~-' -" AT BASE OF CH 1 MNEY � ' � ` rJ ` --_ �____ __�_�___._- --- --- _""__ `�,�°"""��,"'�"°'y°" , - 1!�l��D SHl�JC �� \ ,, ' t ------ _y_�10017 SHI�J �S , { , r_�,_ _ _�-_ PR�MI UM 6RADE SNADOW L I NE -- TL---------------------- ----- ----- < r, -- A8PHALT SI-IINGLES ` - - -- - � � `� ` `_ _ _ �\�� ' - ' ' --=--_--- Q __ __ __.�___ ._ _ ._ I x4 AND 2z 10 CEDAR FASCIA- ----�--_ - - -_ _ --__----_� -- _ - ' ' �._` � ' , _ _ __ 0 , __.__�_.�_ 3TAIN —_ �_ �a � � , � , � r � ' � i % �� �� STAG6ERED BUTT CEOAR 8N I N�:LES- . . � � I'cyl �° O Q Q° �• � � � ��� _�_ __- -- __ ___�_ - --- - ------ - 3TAIN- T7PICAL ;' � O O `O , . �c , � .' �`` ` � -- _-�:._-.=a � I z 6 CEDAR RA 1 L 1 N6 BOARDS- 8TA I N „i��`=- ` , �_ • ,� • �� ------ -----�����_' ii�_\ �- ----- � �.�< EL 75'-6' -- -----�--- ---- , ' ----�-- 6x8 NOM 6LAS3 BLOCK -�= ` ' �_�� � ` � `` ' � � UPPER LVL _ � ' - - — _ � /-=� �-�`�- - � `� �-- - � , �� � `' � . ' � 2 x CEDAR TR I M AS SN04VN- 3TA I N -- ---� - ---------- ----- - --- ^ ' , -- � /n ' '' �, - , . � '� �- ' �`. » � � `�; ' �� � \ � -- - -- ---- � , , .� � V♦ 4 ' � O ` :.��"" ' OO �� ' .00 � �` � �-' � � BATTERED A HLAR �RY TACK RE ��� ' � , � Q .- 8 8 D � .O , ,., . � � � . � - .,. . ; � _ i � , - .,,,„�r���.�s -' �. % . - -- SANDSTONE BASE- FLASN w/ COPPER � � � � � •� I � , ti ` ' • , " y , � _��— F LASN 1 N6 �� f--- ----1 �----- - � - _ ' 1 , -? - s _ _ . - � , �� , -- - - ---� f---- - -- ---- - -- - - - � . ' � ALUMINUM CLAD WINDQHVS-TYPICAL ' ' EL 66' -6' ' , ENTRY LVL � �_` _ � � �1A�DED i��• I S ���rN �t►� . SNa,�E� P�2EA IS Q . UN 1 T �UM 1 f�,f.�A�A r���CLd \��' NORT�-1 ELEVAT I ON �N/ IN'T�C 1ZA� COLU(Z �f T: EL EVAT ION_ ___ ��� s��� � � U -r W� �ti1-(g-T2p� Co�2 r n VI �aua� v�• - r-o• W ' Ot . }- __ _ _ _ _ _ _ _ _ _ _ __ PREWEATNERED COPPER SI-IIN6LES- (1/ ± T7PICAL AT ALL 6ABLE ENDS L.L , ___ _ _ _ _ EXPANDED METAL CH I MNEY CAP- � . � PAINT Q ' � -- - -- - — ATA66EMNEYBTYPICADARSSAINGLES z O ', �--- - EL 92' - II ' % � � O r RIDGE EL 93' -8' ' / , �.,. ._ RID6E v �L 9 I ' -3' �� —__ W�5���y PREMI UM 6RADE SNADOW L 1 NE W W Q DORMER � EL 90' -O' � ASPHALT SHIN6LES (^ ' 1 2 DORMER ' 1 2 V/ � � 7,g � �,g ___ ____ 1 x 4 AND 2 x I O CEDAR FASC I A- � � � ' � STAIN � � � TC�' Q � _�_____ STA66ERED BUTT CEDAR SNIN6LES- Z � Qi - T� _ STA 1 N- TYP I CAL n/ n ^ t.,c �_.�� � • � — Ix6 CEDAR RAILIN6 BOARDS- STAIN Q .' �. ; �� ��'� -- - -- ,,, .v `. � � �� `, � � � � � 1, t A � �`. .' `.� : 6 x 8 NOM 6LA38 BIOCK �•L� vI r EL 92�' -3' �. � `� � `� � `� �� ,� � ,� ��--- — 2 x CEDAR TR I M A3 SNOWN- STA I N — � Z UPPER LVL T �.i. �s ` i _., -_ T— —_-- ' t ., , _ L7 1 J A_ � _- _ ._, ..- , . .�, w_ T. . _ , "��-- �.a_ ,- f , {y `Q; � A i� `� iO ` �` �'O ``` +, • � � ✓ � � ■ • �_ ;- x „ �, a �, o �., ; �°, W J ... ,� 'PEeLC�' V�IOOD COLUMN3- 8TAIN 7 W M1 .______... _ , ..r._ EL 66' -6'� � '� ° - � � TO MATCH BNINGLE SIDING L.. ENTRY LVL � � • [�-�+�a�a, ��ucc.o � N N V�// �N T"�`�r?.�L C�G.bf�.. � : � ao o� EAST ELEVAT ION ��r.r�oN�:�:�r' F�-irtir.��� J � ,J - �orae� i n• • t .p• ----- ------- UN 1 T UN i r MA I N3R I DGE � 1 EL 91 '�6' ' - DORMER RIDGE� 12 ' ` �7.5 / SEE OTNER ELEVATIONS - ON TNIS $HEET FOR ' � ADDITIONAL NOTES / ` , ' ' v / .' � ' ' � o � ,�, . EL 79' -O' `. / � GARAGE RID6E 12 / � 3.5f— Q � � � / / , , � / � , , TRIM AT GARAGE , ` DOORS STA I NED ' �� �s ' ' /// � TO MATCN SIDING ` . � PREWEATNERED OOPPER SHIN6LES- ` _ PREWEATHERED `` - � . TYP 1 CAL AT AL L 6ABLE ENDS ----- -"--- --- -��--- --- -- - - - COPPER SN I NGLES J PER T7PICAL q ��A 1 � EXPANDED METAL CN I MNEY CAP- --- -- - -- ---- - --� 1 Date 1 1' ►�-�� �Q PAINT �a STA66ERED BUTT CEDAR SN I NGL,ES- -_ _ __ - _-- -__-- --� �� STA I N Revised. �� �1 8•2� •�0 PREYVEATNEREO COPPER FLASN I NG - ' --t--- - ----- - -- --- ---- - - - ---- - - - -- ---- �!, EL 93' -8' EL 92' - I I ' SOUTH ELEVATION AT PRIMARY UNIT R I D6E I wue. i i•• . , .c. AT BASE OF CNIMNEY -- - - -- --- --� _ ' ,E, EL 91 ' -6' RI DGE EL 9I ' -3' � DORMER PREM I UM 6RADE 3NA�WV L 1 NE ��7---�J"I1��7�J - --,--__�� _ - _ ---- - -- -- --- - - - --� �DORMER ASPHALT SNINGLES �---- - -- / 12 1 2 �. �7.5 I x 4 AND 2 x I O CEDAR FASC 1 A- _____ _ _ _ � 7.9 � STAIN �' � TI ___ Q .___—_ _ ____ __ ' __ _ —____ STA6GEREQ BUTT CEDAR SN I N6LES- --�--- -- ---- -- - -- ---- STA I N- TYP i CAL -- -----�'�-ti_�_ � � --------� 1 x 6 CEDAR RA I L I N6 BOARDS- STA I N _______________ O O O° � O O �� OI n � n I — ' 'b � � � � SEE AHOVE FOR ADD'L NOTES -- ` - ;;i u i; i �'-----------� , ,� , �� -- --- -_ _ �'_ ��---- ii� � " ii i i i , , 2 x CEDAR TR 1 M AS SNdMJ- STA I N ___ ___ iii n i� � �------------' --- � EL 75' -6' �ActTpST�T�� `�JTV�Q �N�l/ — ------- �� =====�=-=-� � __ __ --- --- �-- UPPER LVL '` ' i�,� "y 1�U'f"�t 72��... Gv�u(?_ '� ' - ' ' '� ' �-- ' ' , ; - � i i � 1 1 i : `. , .�w.�+ f� ' �O `` � � 1 i � � ` K i K I — .` �: 1 1 i O � 1 � `` ;i 'i i � � i �� I ALUM I NUM CLAD W I NDOWS-TYP I CAL ----- - - -- - � � � � � �' � � _ .�`` , � � --- --, � � � _ `. � � ' � `. � � , DASNED LINES SNO✓V ELEMENTS Sheet Number OF ELEVATION BENIND GARA6E YVEST ELEVATION .oK■� �,.• . ��-o• — — ���Y aeo�aNV�oe�r _ _ � '� r �' 1� �"'` � �-. /-� XX NOLLC7W MTL SNEET NO. ► PLWD PLYWOOD w/ WITN � ' � R R I SER W/ O WI TNOUT SOD/6RASS RIC•ID INSUL'N � X DETAIL NO. RD ROOF DRAIN W/D WASNER/DRYER ' , , , � � WAL L TYPE A I .2 SI-IEET NO. 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Q- ENTRY- ��� ! � \ � NO WORK . , '� , - - I I O Copyd ht �—��-------- ---- — �/��ll '^" ` I —� �Y `4i�f ° � Q---------� Hen I�ratt I � -------------- ��h7e�,� ai Rients aesenrea II � This document,cnd the Ideas ——� �-� � I -— _ ` and desiene Incorporated I I� I / hereln,aa an Instrument of I professlonai servlce,Is tha I ��----------�—�I--- j - PropertyofHenryPraH Architects and Is not to be used,In whole or in part,for � -'—'"- " y � any other proJect without tha � �———— �—� I 1 � written authorizotlon of �-I I--i I I I EL 61'-8 3/4�� o / � '� ----- -- - - ---- Henry R Pratt. / I I I ( T.ODEGKING _._- -- - - - � __ i ,� _.____ _ -- -- N�W FaJI'I NG � �1�1 W�L �- -----__--- I I � � -- --- --� --- �- --- --- -, , ---- -- - � �^�'-'---j---- 2x12 � I6" OG I ____ ___- G?�RAGE- BID ALTERNATE DEMO 5L?�B � ENTRAN, � I I�ALT = II "T 8" TJI ) I � DRY WELL,POUIR NEWAND � I I I I I PIBERMESH GONG SLAB DAtP: Q ,4PR O�F � � � � � � � Revised: � �--- �- -�-- ----�- -� �U------------------------------- � 26 M?�Y O� � � �— -- ---� I �---� I � � I Q I I ; � I ---I � I I , r- �� - � I �_ �..--_� �-- -� �---� � �— � - � � -�'"J��� I I I �� I I I I I � I �� �i � I I I �------ � i ------ -------J I I I �� �i �� I I I � �i I I I � � i � ----- - — — ' � � EL 63'-3 3/4" � TO WALL-TYP EL 62'-3 3/4" T.O FTG-TYP � � �"'r�� ����� ��� � 5heet Number �l SG�L�: I/4" = I '—p" - � � � I ���� l.—� Y �� ���� I I �� ��� � _ ol - 5G,4L�: I/��� - � �_��� � - ,/ 1 " , - — _ - - — - - — � _ _ . • Henry � Pratt '� Architects , � ��, \ 3827-B Lupine DrNe ,� Teli'�(970) 476-1847 57 '� Fax: (970) 476-1612 � �, � � � �� \ � � , NU� SU i� I F TH�SE P,41�5 '� Y�ER� I �lGi��S�D I N 51 Z � �� � FRR�Ni GRI GI N�4L I�51 GN — T H I 5 , � L�WI NG �55UNE5 T �f �Y l��E NUI" OFG EGK ABOVEDREUSE --�` �,\ � i ' f GUT TO FITDGE BEAM # ��` , 2 "`� � � � � � � �2 -6 REMOVE EXISTING ' � � � GOLUMN- SAVE POR FIELD VERIFY � p � RE -USE FIXTURE AS PROVIDED � � � 1�M� EXI ST I �lG FG2'JT I NG --� � , BY OWNER � ' -o i /2 " ' \ � R.O. � — - - - - - - � — � - - - - - -� �� NEW �G� I NG � �l�l V�L.. L � ( NEW STONE VENEER � � I I 70 MATGH EXISTING \ \ ��` ,f� � � _ .—.� � � � , �� SIDE - - — ( � NEW ��N W� STGNE L �IX�E . �' � -- - ---- -- - -- - � . ,\ S�TBAGK � � � � � \�� , , � (+�- -{-- - - - - - - �- - � — _ - - - - - - - - — . _ — T T I � � ��— I I — — — — — — -� RE INSTALL W I1�DOW �— — -�� �i , � � _ "- � _ c5r . �� � I � ✓ I I_ � T r ( EMO ' D BATHROM � \ � �i � °+°A � � �� � „ / � I I I � EL 65 ' -� 3/4" (V�RIPY 'f" BELOW T.O. DEGK � EXISTING) � \ i I � � �� � 4x3/ 8 �ICLE 5T �1� � � � _ � / \ \ � ; � � YEN�E�- B�LGW TGP `� � T.O.WALL-TYP NEW GASEMENT -- -` I _ NEW GLAD WINDOWS � � � � � � N I WINDOW TO � � � . GREEN SLAT� 1 - - � � \ � �_ � � � � �XP�151 G1�1 � � I � � EL 61 ' -S 3/4" MaTGH EXISTING � � _ � � ' / 1 � 0 V � ,� �i _ 2 - 8 I NG- \ I � I r I T.O.P7G-TYP / �\ � i O� �I � �_ . � I , � � T � 5E?�L w/ D � I I = � I LINE OF � \ ��� � '� ;\ � � � ' ° � � - Q �, � j�t EXISTING ��� � � �. �'"� \ I I � �j �, � I I � I I I BUILDING � ( `.. � I � - � PR�/I �E TENP 5U PPGRT � � I �— ( � ' �L 62 ' -3 3/4" ABOVE � \� � ' 1 I � � NEW GLAD \� _� T.O.�'fG-TYP I � �. I .� �� ( �� � � � REM'J� �XI 5T I NG LG� GCL N I I � � \, � � — �_ J �' � �' - � - FRENGH DODR I = - - - - - - - - - - - - - � � . . A A � I — 1 REMOVE EXISTING �___�_ ��`�. � 2 ' -10" � � ` � I �j— _— — �1 _ _ GOLUMN - SAVE FOR � _ � � � \ � I II � I I RE -U5E � ---- -- ° �� � � 'f'. I 'r D 3 � `� � I � � � � I � -- - � -- - D� J � � ' � � I I � - - - - I O ONLY N�W J �� 6 ' -O I /2 " / O \ 'T � I I-"J '"1 I_ _ � ELEGTRIGAL "` � I ,�� � I I - - - � - - - - - I O REMAIN 15TING I � NE� �1^r I � E,45T B�4TH - - - - - � -1 I- I � � aR�a 1` --_,__.�. � � A NO WORK � Liu� o� �, � C� O I � � I I I I I I � .�. — — -- - — -- — � I BUILDING \ � '�' —J4 ` � / I I I I I TO REMAIN � - - - - - Y - - - - - - - - — - - - - � ABOVE , �` \ / EXISTING DOOR \ O ( � � I I I � - - - - - - ' � / - - - - - - - - - - - - - � I I I ' � A � � ( �� � � \ � i � � � I I I \ � � ,�f � �DG� ' O� �r' �EW 1 ` , � , � � � I I I � �. ' BUILDING � o H,� LL ) o � ' � -- --- Q� �, � � _ � � - � � �, -' � � �- , , �� / r - - - - - - -I- - - � - - - — — � � NEW BATH- � ' A � _�y_ _ _ � �� 1 � � � I I FIXTURES , IST G - G!{RPET I �� � � t_ _ _ _ _ _ — _ _ _ — _ _ — _ 1 GABINETS , ETG q I I EL 63 ' -3 3/4" � ^ � � � ( \�� —I� � TO.WALL-TYP �— � NEW GL05ET — � � _ - �XI ST I NG �CU �lD?�T I GN W� ' EXIST'G \ p`�D NEW PR I (3 � _ � A2 �� E� ST BEDROOM - I \� I NGRE?5ED FTG 51 ZE EL 62 ' -3 3/4" 2 -6 DOORS r.o.�r� -r,-P LINE OF \ � i � �xisr �c� 2 � -io�� NO WORK ; I \ \ , , - BUILDING � � `, ,,,,, i � , � Q `' A I \, ABOVE ' � - - - - - E � ( � � � - - - - - - - � , - - WEST B � Di�00M � � i �,\ �D ___�----� _ r , � � O U �l �� T I O �l �"' �.,... �c 1�l . I �, EXISTING DOOR --- -� , � I SG1�tL � : I �4' n � I i _ Ou TO REMAIN �\ �" / I J I �� � _ � -- -- - - -- - - - - � , -- - --- � --{ '� , I� � IO ' -b" \ Q ENTRY - `� ' ' � ' \ � NO WORK ` . ` � ' Y , � " ( I \ m Copyrl ht i - - - - - - - -- - - - - - - - - - -, � l/�l � o ` ; - - - - - - - - - - - - - - Q- - - - - - - - - � ��h���,� I I C) Ail Riphts Reserved II ` This document, and ihe Ideos � I� � I^ � I I - — �_ _ _ and desipne incorpotated _ — — — — _ __ — I hereln, ae an Instrument of I ' professlonal sarvlce, Is the — — — — — — — properiy of Henry PratF I /� � � � I � �— — — —1 I � � - - - -- - - -- any other pro eot without ihe I I— — I _ _ _ to be used, In whola or in part, tor �– — � I � EL 61 ' -S 3/4" o ,� � '� Henry R. Pfctt�Otlon of T O.DEGK I NG � I � � � � i � _ ___- ---- -- --- - -- ; - __ ___ _ _ - - - - r NEW F� I NG � �I�l W4l_ L � � -- --- --_ __� _ __ ___ , - - - - - - - _�_'_--- � � � �' " GARAG� - BID ALTERNATE• � �"i---�-- 2x12 � I6" OG I I - — — — - — — — I�NST�LLL EW$WIRSBONAND / / I I (ALT = I I "1 8" TJ I ) I I PIBERMESH GONG SLWAB r � � I I Date: q � PR O� I � � I � � Rev( sed : � � — — — � — — � - - — — — — I — — � �U- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � 26 M�Y 04 � � � — - - - - -� I �- - -� � � I � � � - I ; � � r — �� - - - --) - - - � �_" — � � � � i— — �-- � � _ — � I— I I - � � ��'���� I I I I � � � j I I I I � � � i � I I I � - - - - - - � i - - - - - - - - - - - - - -� I I I � � � i � � I I I i I I I x� � i � � � ; � � - - EL 63 ' -3 3/4" � TO WALL-TYP EL 62 ' -3 3/4" T.O PTG -TYP � � � T� � � � � � � � � � � 5heet Number �l SG� L � : I /4 " = I ' - O " � � �� � � X � � �� � ( � V � i� � � � � a I � � -- 5G�4L � : I /4 � � _ � � _ � � � � _ F �� � � � 4 Henry Pr�tt , Architects 3827-8 LUpine Drive � Vail,Colorado 81657 Tel: (970}47b-1147 Fax:(970)476-1612 , , � , � � � � � � � � � � z � � - � 4 � ; ` � _ SHA�KE P?�NEL 51DING PER � � TYP ON �UILDING WR�P PER � - TYPIG�L � ; , � � . , �/ �ULL 5�,4L�NT 8�D ?�T �n/ , JOINTS- TYi� � a� � III II � � / . ��*"" � ; � � � , I xl 545 GORNER- TYi�- � 5T�I N TR I M GOLOR g � � , V � � o � ,� � ` � � �I `�� � n �I GOPPER FINIAL (�Y OWKEt� � � � � � I I `�� I �� I I \ I � ��,/�I `i�� TO BE INT�GRATED w/ N r�� LIGHTNING PROTEGTION _.J� , "� ""' EL ± 38'-8" � � 5G?�LE: I%2" = I '-O" � TO.DEGKING � � 8 ASPHALT SHAKES ON � 'U � - PULL GOV�RAG� WGOR � _� � 12 � ULTRA WP MEMBRANE I�-_ � � 6� � � � � ' �- � � � RESAWN 4x NOM GEDAR _' � PREFABRIGAT�D TRU55 12 , �5 �,/� ._. I �_ ; - --� _ � / ,�--- GONT "PAINT-LOK" DRIP � � ,,/ FLA$HING 70 MATGH � EXI571 NG , �__�-- I � --' -- -- �— �__--- Ix4 NOM RESAWN GEDAR PASGIA .,�\ --, � �. I �^ .�.� _ _ , `� _ TO MATGH EXISTING � I f � -----r-- 8x12 NOM RESAWN GEDAR BEAM _._.__.�._ ; , - I � INSTALL NEW WP O � , � - � bx8 NOM R�SAWN GEDAR BRAGKET Y ��`�. MEMBRANE UP TO � G I '� WINDOW 51LL- ATTAGH TO _L J _._--- 2x NOM RESAWN GEDAR WINDOW EXISTING EPDM ROOFING i' � /� , l .�--`"�" TRIM TO MATGH EXISTING 1 FOR FULL WA'T�RTIGHT � , �» ���rior� -��_( - , I � --_._._.._ �LUM GLAD WINDOWS , '�'"'- w/ BRONZ� TINTED � � — ' "HEAT MIRROR PLUS 88" GLA�55- � I ��T� �� � I� I_._l �J GLA55 TO BE LAMINA'f�D ON 1 - . �- ( -1 � --�--r � �� � � NW AND 5� SIDES e � � � ._� I � �� � � �l T 1 r_1_1 _I__l _ � HenyrlPratt ��I 1 � 1__1I _ Ir I_� �t _I_ T I_1�_I I_ _1_ ___-------- �� �8 � ��h'�e�t8 �_.J�_ I _. � I _ � 1 �� � TA D� ING ai Riants Reservea �� � _ _�_ ( � L _ LI� _ _ T_1 PRE-MANUPAGTUR�D SHINGLE 2x RESA �6E.'DAFZ andq�esensintco�oiatedeag � � T GQRN�RS TO MAa'GH �XISTING GORNER MIT�R'D here�n.os an Instrument qf � HOUSE � �.N'C - SEE D prof e�Ay of Henry Pratthe , - � 7 I __� , � .�l ----�--__ 0 to be used.Indwhole or In art,for � rr ---..._`BHINGL.E PANELS TO ony ott�er prolect w�thout�'ha _I ll - 0 �, � �_,_.�.,..� I� MATGH EXISTIAIG wdtten author�zatlon ot = � `� �1 Henry R.Pratt. � r �' ALUM GLaD WINDOWS w/ • � � +� �' - "HEAT MIRROR PLUS 88" GLA55- __ � � -� ��� i f r�� GOLOR TO M,4TGH EXISTING � `` � 4 � � ' ' � � 1 ' PREFINISHED "PAINT-LOK" -/' � / \� LK—�" I � � �� -�I PJ..+4SHING- TYP � ,�-- � C � �_ z r ' Date: �t �i'R O�F - - - � i r� � -� i�-� _� �_ � - -.�,_-� - �� q�-o �� ' r , �� ,_ `. ,, , �� � ;i� , ��! , � v T.O.D�GKING ; � - '' --�, _�� _ ���, --,� _,`"�,,�-1'"_�� r �. RPV15eCI: ni' -`. - - - - -- - -- ���t_� 1�M� R�A��• 5`C �"��7� � �.__ ----- -- - -- -- i� �,` � V��, � ,�I RANDOM ASHLAR 0 26 M,4Y 04 �, �� �l � ' � 1,_J�__�, !' RED ' �,� � O � _�;_ _ - � 5AND5TONE VENE�R `,� ��; ^J� _ � ��0, %r '�� ��"f w/ V�RY SLIGHT BATTER __ �; �_`_,_" N �h � ' =u:;r' :-,� - ��-i uG � � ' i i, ��"^-,'_-, ` ; i_ �' � X '; r' � +,_ _.. _'i�:'-.�' P�LUM GLAD WINDOW -, - �i' � � ;,-�,_ _�i=^; w/ "HEliT MIRROR _ . '� '�- ��-�r PLUS SS" GLA55- !;�-'' v��' t--i; � , �', ��--a! I�-�, 't I(-�'1 ��, '�y4+,J i-_-�, GOLOR TO M,4TGH EXISTING �� t �� __ �I � _ t _ ��_J.. - ��� ,,f_ -ul - _f..��, _1__ .�f-�- �.�L �~� —�i "=i _ - - �, 4�t __j � �'t�__.� , �i; t �2 t, . t_�j' EL bb'-2 " = O'-O�� Q �t_C _`. )i_ ���!_' _ ti _ i� i � _,� a . , . ��I� �� "� `i 1i i�:r^�~~r—i li �f �r'_`' i(��i'~��",i ' X15TI�IG EL -O'-�" T.O DEGI<ING (TURRET) a 5our�-�,���r �L�V,�TION �X15TING ��w � 5G?�LE: I/4" = I '-O" � ; 5heet Number � � oI � _ j E � - ' �� i � \��/ ` , � - • Henry Pratt Architects 9827-B Lupine Drive Vad,Colorado 81657 Tel: (970)476-1147 Fax:(970)476-1612 � � � � � � � � � � � � � � iF-i--N � �l� 10� � _���.� � � , TU���T i�K � � 8 � � � i� � '� O � � � � � � � � � � -�.� � � �� � � � � �� �� � _-��� _ ___ ___ ___ ___ _ �� �� � _�,� � p , , M� i� �ir��� , -. . � , � �i��� � '� I . , � , � �� --- -- -- -- , . , � , � � �L. �O �II �O�M�i� � �, ,� � � �L 8�f � _g�� � �— - , , . DOi�I�(�� �� � � � � " � �'.� � � �` _ � I I �� � �� I � � I I- I I I �J� 8�#- -2 --%����=�. TU1�i��T L�1� ------- -- -- --- ------ -- - ---- - - � = �- ` -- - - - - - - � I I I I I , `� I . � � I I - - - --- - --- ----- - - _ ___ . � o � I . � � � . . ' � I , , ,t � ` ' =�_-�-= _ _ � . � . . � . � . � � ��___ � -_-__-�_-__ __--_ C--_� C�_�� �� C� C� =_� uU �� �� ��� _��� _ � , � -__ __________ _ � 'f'1���f.�..,.-�'�- ��.,� h��'E� _ - U���� �.��. � �-�.:_ -�_ ��. - - _ __ ____ ___ ___ a ��l- �' U ,1.._.-...�C�"-_-�U �L _��[`�U �l_ ,C'��-`_�U .� _— � HenryyrlPrott 'Lal�'� �"`("_'"' Architects - �lI- � -------------- - =� — All Riahts Reserved J��� _. �. r�L __ ------ -- ��ir�'y ___ _�___ _� ��� _ - j -\-_ "�� cnd d�esi�ns In ornporated eas '� �u�1�.. �- IL i__�U� �� _�� `-�r��- � , -�r��',,�((�I ' � p ofesslona�eervlce,Is thef �rILaL �,O� 1L.�L�'.��L � _ O � property ot Hanry Pra1t ; �.t �-- �— � ��- �� �� ` to be uaed,In whoie or in part,for ___ chitects and is no j ����� ���1�_� � any other proJect wlthout the aU�lL_.,�1�= , , _ �;V � - _ _ wr►tten aufhorizotton ot // __.._. - �����1�f�,�IL ` � _�i�,.���(�,��� __._.___..___._ Henry R.PratF. �k�- �G/�J � w��� �L���1.:� �r��.(4.../ �'-,..��t" U �r'�[�.-_J`'� � '_1' �' i�-_'� ' T i�" !� �� r i��,; i�y��Y ,, . -�..� _�,�._--!�-�� � _,_,=- �NTR1' LYL -��., �-.�,-�-� �, ,--- ---,� ,�- , �--� _ ,,_ �._--�, _ �:� � _ -:�_ _ � ,.� JL J'.��ri.�L 1��,��L l���r,�I�l�1��, �'`4 ''i� , '� ;'-� ''� �`� -, , -, , .� , �� �� I v� � NEW/R�-INSTALLED T�ate: a ,hPR o4 WINDOWS �u���� -� N�W TURRET \�' � Revised: � NEW EIFS TO MATGH �XISTING �i 26 NI?�Y 04 �_ NEW STONE V�N�ER TO MATGH EXISTING �O�T�""I'-��ST �1.�Y�TION 5 uNONDA�RY PRUNITRY SG�LE: I/8" = I'-O" � � � ; ,_ 5heet Number � � .� � � o� - � � - _ , \ ��� i � � ���� ���'����� Prat� , � - - , Architects " 5'-4" , ' �'-4" .� 3827-8 Lupine Drive ; 2'-O" 2'-8" 2'-8" 2'-O" Vall,Colorodo 81657 � �� 2'-8'� 2'-8" � ""'"' Tel: (970)476-11Q7 �__��___.._.„�.__.�.� _„�.._.�.. '1 -O^ —�'"�` Fax�(970)476-1612 , �_ �� � , � 6 O� 5'-O" � � T � � � - — -- 2'-4" 2'-4" , 2'-4" - 2'-6" � 2'-6" _ �L--�J � 2'-O" � _ � � ` � �� I I ` . � � 0 , � � . , '� ' ! .0 � � � " z � � z O �. - • ' �- � , F- � O . 4� � � ' O � �X � , . ' � , • � X � , u1 '; � �. � � �' --- � ' � � � � � •. �� � �9 � +� � , _ � � — ` � _ , � � A� . � � 4 �0 � • . � 1 � .� � � � � GR G�ENENT N . N ry FINI5HFLLY�2- --- ------- --�-------------------�--- --------------------------------- ----------------------- ---------------------.—_------------------_" FINISFf FLA�2 � � � PGTI VE ,�� � : �� � ' Q � �/\/ O � � ,,,,,,/// , (f) THUS (?� THUS (3) THUS (I ) THUS (2� THUS (I ) THUS � � 5UN I 45 GUTER PANE Gi�l EP6T d i^�5T 51 G�5 CNLY, 5UN I 45 TI NTED QJTER PANE, � ' LP�M NATPD GN ALL 51�5 w/I Gn%UV FI LM LAM NATED w/ I 07iK UV ' i�-�F-��fl � , 6" SAWM STRIP �T HEAD TO L�hP I,�I �w� �I Iy�� � � OVER Nr41LING FL?.NGE O� Y `I I N�OY `1 �7�I���L i�QT�CJ � ; � EXTRUDED DRIP G�P �LASHING, '`, � , AGR055 REGE55 RND UP FAGE OF � � 5HE�4THING I. WINDOWS ARE SHOWN �ROM OUTSIDE � � 2 ALL WINDOWS SHOWN HERE SHALL BE � u � � METAL GLAD WOOD WITH GOLOR FINISH `.y 6 SAWM STRIPS �T EAGH JAMB--�. TO MaTGM WINL?OWS A�T EXISTING HOUSE � � TO LAP NAILING �INS, AGR055 \'�� (HURD "5AND5TONE') , ,r(� < REG�SS AND ONTO �AGE OF 3 DIMEN510N5 GfVEN HERE ARE WiNDOW � �� � � SHEATHING �RAM� DIMEN510N5. ; DIMENSIONS GIVEN APPLY TO WINDOWS � � � MANU�AGTURED BY "EAGLE". IT SHALL BE , THE GONTR,4riTOR'S RE5P01�51BILITY TO � � � 6" SAWM STRIP A�T 51LL TO L�P ADJUST �RAME �tND ROUGH OPENING 51ZE5 _,�1 . l�5 REQUIRED IF WINDOWS BY /�NOTMER � 51LL N?�ILING FIN, ,4GR055 � MANUFAGTUR�R ARE IN5T,4LLED i ii 51LL P�ND DOWN FAGE O� " _ � 4. GONTRAGTOR SH?�LL FIELI� VERIFY ALL � � Y ��„ � �� —�"j 'i° SHEATHING - � " ROUGH OPENINGS AND �R?.ME DIMENSIONS TU���T �� PRO EHR I�NST�ALLATION OF WINDOWS.OR � � �j i 4' TY�' Y�fi' M�M�3i�N�� 5 GONTRA<iTOR SHAL"L PR01/I�E 5�4FETY � � 8 � �T Y�l I�l1�OW5 GL�4ZING AND EGRE55 WINDOWS WHERE " "� � , 2 . REQUIR�D BY GODE � � I� NOTTOSGALE 6. ALL WINDOWS SH,4LL HAVE � � 5AWM•5ELF ADHE5IVE WATERPROOF TEMPERED GL�ZING A5 REQUIRED BY � � � MEMBRANE(NIGGR,BINTNENE,eTC� STATE AND �EDERAL REGUL?�TIONS � —� � I� 7 ALL. WINDOWS SH,4LL HA�/E HEAT M►RROR 88 ; GL?�55 U N Q. . � -�.� 8. FIXED WINDOWS TO BE SASH 5ET TO MATGH G/aSEMENT WINDOWS U.NO. ` � �� : i i i ,�"��, _ _ 4 • ��. �� m� T �-----=- --_____ � � � ��. �. fi�I I�C�� ___I ' , , �" '1, _.�.._.. - - - � ' I , � � ' { . � � � r � O ' , ( � �, , . t i � . � ; ���. - . � � � - ► �I . __ �__ �_______ _____ �_ � I ( I I - � O Copyrleht I I Henry Pratt �I Q,/� I I 1 I I I a Riphts RaseNed ' 1� �J�`I" °� {� I Thls document,and the Ideas � � �' !�� +� and sieslpns Incorporated ' hereln,as an Instrument of __T. _.�.._._ _ _�. — professional servlce,Is the RE-I NSTAI..L SLI G�R SALVPC�D ---__ I I , ___ __-__ I Arc Itacts and Is not �1�iM �NTR'( I...EV�L -- --- to be uaed;In whole or in part,for e a � �—���_-- __� � any pther proJect wlihout the � r written authorizatlon ot � I_ Henry R.Pratt. ` I .�I � n t I - ,- �� , �� ��� v��� - ..� nate: a �PR a� �. � - =µ-�a�� � ` (����j� ��L ;�--., t Revised: �" �' —' � � 26 M�Y 04 - X����;+= �, C��LI_ C _�� �r ��� � - _ � - --�-=,:- _ -�--�, ---- ---_=- --- _- "�,;L=1�,. �-=-_� - � -� - r---� ?`v'�_���;, Q r�L 1 -;��=_,,-;;, � � � ���- � _ _�r���__. �''`L 'r-�''_ � ����M - � _ ,�,t-_��'' I i���� � , �_�'�_-�:� I � �.^�1.!„��.��I 1��,�1 .1.� � � �—.—___J _� ,I ,a J -�C.a��-; �� ��� --��� -4 _'�;_;i i�-�- , �'�' _ , � � " , J � ; � �`U���f _ - . . - - � , NEW TURR�T S�GOND�RY - S��OND�4RY - PRIM?�RY (B�YOND� UNIT UNIT (BEYOND) UNIT + �? ; 1�Oi�Tt�—l^l��T �L.�1�,�T101� � � . . ' sc�LE: �/8�� = ��-o�� _ 5heet Number i � �� . _ s' � � � �� a ` , r _ � � � ' J i ` / ��_. i - I � ' ��i1� � _ Henry Pratt Architects 3827-8 Lupine Drive Vail,Colorado 61657 Tel: (970)476-1147 Fax:(970)476-1612 F- � w � � � z � � � � � t � � Q - z lU )-iv � _ � � �� �� � Q N � T � /^\ � �� �4 � �� �O �� ��� � � � � ll- � � �� Z�Q � � — � � W �. �� � a �� �w A � � � � a �- _ _ � _ ���' � � �� W �a� _ � _ = Z � � z w � �� ��� � �-- � N � � l� {-- l!1 � li �" +� � �� � Q �� ?� � N }- `1 YI � � i � � � � Z H 2 � N � II ` II � � � � 1�1 � � � � (�IL H N '�Y Z � �� I�- � Z � � �+-Y [Y � � v � � F- � I- � �t _ �� I- �- � w= ��i � �- � �'� � � � x- --� u�Q � �a �' � �� � i I I � � t�w � Q � �� � Q~�w� � � tK �- w►=-� 4 ��-� aC w �� -N �� ��- � w Q � 4_ � a.� � 0 � iu � � � _ � ~� u � z � � `� � �t`�i`�� w � ~� ~ _ ��i n w � u�ni �' � �w � �_ F- �' � 3 z� � _ � , W � � � � � _ -► � � ill III III- � _ � � � , � �� z � � � _ � �� � I I i � � �� v �Q � � �� �t�� � �W�- � � �� � � � z �w � – z ��� �� � �- �� N_ �� t��n � � �� _� _ — III II � v~ z �_ � h � ��u_ �- �- z � � t- .� z v.� m �n�- c\v o– � u-� 7dz � �� I ( I– I ( (—-I I *�' � IU Jl � � lL (X I- I-�ll. � �� tU I-- I I-.__ I � I I I I-- I I Q � �- � � iu� - - �O.� � � Q � �S �0� Q u� w� � � � �� �n� �n Q N- - -- - - — - — � W � t!1 � F-Z 1L� 1L� l�~N Z � _ � W (�, - I-lUW � fLl 1-W j ?- �1- tflO �_ Z� W� � Q �� I I i- �� ttl [Q (�F- Q F- Z 2 �- �t- dJ z Q tn Z 2�Z Q � �Z Ul � � Q lXl �I I- F- - � �- F- Q I C�--' I I I ( I I-- � � � � � �� > - �, � - I I__ I I I I -_ I I I- --� p� _III � � �'� � � �� W� � ��� �' � � � � �' x �- ; ��� � � ►'�� � �� � �z � �� � �Q W �. , �� � � � o � _ �w � �_ �� �� � �� �� � z � .� z �- �,� a � � �S v .�� �Q �� o 0 0 oU oo � � � � 'd �v ��n ��n ��,� � _ t�� c� �' �d � c� �. w _ � t� t� z � �- � �nz ��' � - � O p O� -I I I--I I I � (� � W II II— III � � �K t� _i z � z ��- � � I � � N �Slu � IL � _ - �z �z u�.W�R W �� �� � �1 � �W � IL tL. ��� � � H ��� ? �z �l �z (K �~ Jl - �� �- lLQ H � H.S - - Q � � V � � � Z Z (V I-I- (Y Z 1-l� v Z � i-1- lU tf 1 t- F- � - UJ Z � lU Z Z I- -J � �- - � � C� �� �I � � �- � _ � ci�I- tr t- �-Z tfl W w .J I- � t- - {-z tf�tu - tr I-�t(1 � O F- I-� - � F- z� F-J- tn cSJ� z� z t- D O 1 �1., I I I I � - �_ m�n � � -I I I I I I I I ( I I Q p "�a � j c\v X _ mQ�- �d�- _ ��-(a� �� _� � v-� � � � _ �- f _ �- _ 4 _ �, �-_ Q�m X _ Q q� O� O ( 10 � '� � � � N� �(1 t� _ N -2 tX tk - 1- x � � _ 1- i X �_ X �$ � ��L N� ��tl�I=- x W QL Z c�� c i� �H 0O p t\ 1� ^�-_ [Ll f1� ��d'��lll tY� �Ul � � � N� !ll �9 ttl ��d'� Jl (k '�t ��d' � �OS v �� 1I1� 1lltfl � F- O O � �-� _ _ p . � o o �` o _I I I--I I I � o I I I___ I I I o 0 I o � _ � � � 2� a oa o�O o o� � �L _ II II II o a o �o I I I I -�- I o __ _ - g a o Do c� o � � C��� O — - 0 o a a a� o�.o�,.��� I I I I I_ I III I I I � � oQ o _ . � _ . � Q o 0� a, _ a - � � � � —III I . 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