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Lions Ridge Filing 3 Block 3 Lot 2.PDF
/ / / / \ / / / / / / / / / / / / / / I M I �fi�'F°1 >✓ - l G 00010 0000,/ / / \/ / / / t_ o / / / / / / / / / _ fl i / / / \ / (� C' 66m apt / / / A� / 'I }fir �j T .000 .0000 nom / j / �► / el` A� / Om W \ i noi' I t rro.'3 Z' w�•�'I U 1-100' 060 31t. brg 00I t2As 00 ROCK WALL { ' wall IV's a� nom nom. wall /t.o.9 58'-0" / / " �" _ Ac _ I/ I_ 3 nom / �, r - / b� -�' / / / / wall do ._ c / �Z I / / / IZ ll co LO 01—"enclosure e � EDGE OF � � r G / 21 L co AI a Ap / F-1 11,, j # -_ f -a ffo 11-4 0 \ / / 4. • - "i _ r � ` ,`� �� .,•,� — � ..mot p z _ r� t q Parking co Mod 49 0 wall % nom Landsca- e Key culvert �+ / / / I / ._..._ — . .-•"-' '"'"..,. � ,,- ` T .....,.,.-..°"'` _..- �� # ,fie -._._ 000, conc pan APPROVED BY THE TOWN OF VAIL •� DESIGN REVIEW BOARD s , t e - ,,. '"' r -` `✓'� -`' f DATA: 7°�� landscape s '('tom ✓ / PLANNER: =±Mlior EDGE OF oe ' �, ASPH�,.T �,�I \ ,,,,✓ / '�,/ '', '"'` -...,, -' , DATE 6 . 26 . 95 �' All disturbed areas shall receive a slow release fertilizer ("Biosol"or eq) i REVISIONS : Then reseeded with native grass/ wildflower mix, mulched with a wood � .-._� �� / .� cellulose fiber & covered with a lute erosion control blanket � / /qC5 / / Drip irrigation to all trees, Drip only in boulder areas. ;-E S-- k C a /L e -N d P I e 4d rr 1 ' Orr - a ' Plon North ., _ _ ,_ a .wt" ..,.m.,... ...».,...r- -, .-..,,-.,. -, ,...,'s-..-. .fT_» -rn. .,_ ems,-,..,sN.,«t.. ,F ...-d.-R. p..- "..,,.,_- F= ., .•--_..-a, ,.-_ - •--. -.a..,.... .. ,.- .,..,. --s ' .,r—.. ..-,_•-, ----,•_•_ - ^*} 99'4 Cv - - - C 31 Ott 27.0„ ; , 12'0 11011 - -1726'3 't 2.911 2.31► �I IN V V AA _ a►kr9' �� y 4 y - Y.-.c- ...'°'_ "". t'•..ma<. ,,,.e.wG,,.'^, 7 _ l/ `- a ± Y , `�'` m slope 4" - ' - ' U110 - S 04-1 (+� m LO IN storage laundry 5'- 2"m e h -'0" 5_ 121' 11 A. 71811 UU= �- .'� 4ol- 04 Y) CIO if 100 > y LO (A Ln t�l m.,.. ♦ vim•(/ U @ ehdse +'2�''`'�" f r F � — �V A G N m from j O r " � ,. - - �,. `f� r ., ,s,�rte" \ above m U"d ��� �` � ;� 0 i 3' �' u - _ / " ; 3 �" 1 e n t �I�� _ �: M �1 �. 1. 6,2,1 -� _ - m + f +277'1011 E a) O open �t � - 1 1) U ih _ d bv. " a 4. 2r4-p w r -n,u� �,, �� 1.10 +-� a_ U �. _ it n n " 11 � t � .., P _ 7 6 1/2 4'0-1/2 3 0 3'2 510-1/2 3'3" - e ;� S., ,�tr 1 1b , . , m +- .. - . 5--1/2" 5-1/2" co �, M"�.� �+- ..rte : _, btl 2tt M -j. rto,A _ -1/2" -1/2" 5-1/2" 3-1/2") `! ar — —,r--- _ - �, co ` ', ,< 16'8" 4'4-1/2" k; ` 4 2'3-1/2 ' — O l 1 r�` ` + � ct� 7 J bedroom 2 `° % �� �.�,� °, � t ► o�iere _ 1 = bedroom 1 = O — .nY. ._ _ .__. _-__ _ __ . _ b 4 ntry m [ - ®'�� � /o f f I c e XA lawn �,.x o .� storage T r J O ,� O O cc) 2 61 -e•-� . e - 5-I/2t m — — = — — — Q 1 3.011 6.�tt 16,0„ =. _ 11'9" 7'6-1/2" 9' S'0-1/2t. 1•� 7tt C 6tt - m c� g Q ra,g e__ _ 6 1'6-1J2t M 2' -1/2" ' 0111 r .� ® ; 8'0-3/4" 21'8-3/ "" 13'0" 2'011 13.6„ .01 '0' _ N j ZD 2'9-1/2" APPROVED BY THE J TOWN OF VAIL DESIGN REVIEW BOARD lower level ` k , ` i z J � �� plan TE:� I / 4 'y = 1 ' 0 ° - P NNER: i N 23'0"' 8'9-1/2" 30'9-1/211 81011 1610 10'0" 2,9 99'4". ° , DATE . �. . 7' , � �� _ 1 REVISIONS Lower � ,Floor - Plan 0� z :, t - - - - - 1 /4 1 C� "A Plan North Y' A2 A , 1 r r I 4 00 �` �✓ 40 0) 31'4" 27'0" 26' 11 -�----- 12'0" 2'911 O 2 a +40 -(* 11--3/4" 11- /411 r a ' 10'0-1/2" 6"0" Q Ir � r � r 8 ' - � 18 � - 611 - , r _ `' N u i n / „ \ N _ i0 fd 1/2 6.�,�1/2 4'0-1/2" 8 411/2 i c0 , N +4Z'-011 13 1 1,@,� �F', T t �" 3 CIS! N \ O � 17 breakfast 19 �- ( ,_, - •a 2'6-1/2" Pk +3 2'6-1/2" m I _ - 15'2" g' in S'0" LO +3�R'-011 ` - - M (r CD � h ' T 15 � �16 i m N open to - �r garage micro/ I Q O 3 o nt 9 g wall m + v Q oven 0 iv I laundry a-IPo'.-,�rz Q patio ,,m 12 master down I m suite � _ - �, Z klitchen N OR 1. a, o \ t2 I� of 21 x--11 5_ 211 = line of 5-i/2" U A t up I 00 .� 13'811 N ' Clg abV� 3'7-1/2" 8.211 1 25,8„ 5� �Z 11 13'101` 6 Vj C K , _j 11' = 2'5-1/2" ( m gEll E w II Ove 15'2-1/2" m M ♦� ref 1 icro/ r � - 31 30 29 m 2 36" ht rail — — s-1/2" N co �� = l - y �� M p — I - - - - - - -� - - �' co 5- 2 - P„ 3'6' t 5 2' = N 10'10-1/2 N 3'6-1/2 O € N 22 CO f _ \ �V 0 'J "open to .� p, 0 6"21Y .m entry below . open f I i �, Lo i N O 3'3-1/211 _ kitchen down O O:z r :G M 1, A . -� living dining tcS '� - O CD dw \ ..p .-+ r: i 0 11 3 m Li I 26 hearth +36 —0 "°'' N CIO W I O 0 60 f p _ ao iv - Q A 0 O Q YL - L- - - bedroom 1 - °-�in �' / off ice I t.v. builtin AA 24 Co � r, O � ° +3"I,14r', 32 _ ` N CO 0 .� m I � �- N � 25 i .. � m ( 10 dining � � CD x m f 33 co O O k -a-� .� •a-1 I hearth IL l I r -T co Co 0 4 N ��►► �. -= .. = living I (37) ( r 34 column -6�c k 3 line of roof I ab - _ - _ main level m I— I APPROVED 1 / 4 �planl1OM BY TH TOWN OF VAIL 11 DESIGN REVIEW BOARD , 3'0-1/2" - 0 L. 2, 11 1.611 1,511 , 1/ - 3'0-1/2" '11-1/ ' , '11-1/4' 3'0-1/2" 3'0-1/2" 0' , 11 3'0-1/2" 'S 1/2 ' , , , 2'011 DA1'Ia: 5'0-1/2 7 0 1/2 5'0-1/2" 6 0 4'0-1/2" 40911 2 6 3 6" 9 0-1/2" 3 6" 7 0-1/2" PLAf��GER: 11 r 1l- 2" 11 0 '10-3/4 2'10-1/4 11011 1'6- /2" D A T E i 4'0" 7'0" 16'0" 8'9-1/2" 30'9-1/2" 81011 16'0" 10'0" 2'9" 3'311 R E7V I_S I 0 N S : + " 99'4 o r ±---a Main .. }„ A• 1 M pp 1 1t ' 1 /4 O Plan North °� `' cl K) Y 99'4" cc 31'4" 27'0" - - � �� �� ` 26 3' 12'0 2'9 M �} C\2 E 2'0-1/2" 2'0-1/2" O 0 5'0-1/2" j 10'0-1/2" 2'9" 2'6" I QU �• `Cj �� 12'0" 3-1/2 3--1/8" � 3-112" - 5-1/2.. " - 6.O- 14'8 7/8" 46" fur out 41 t wall I , N mast r 1'e CD '0,� 1 C � — 7'6-1/2" 9'2" 7'6-1, 2" LO - 2" 13'8" 3- 2 I 3- S U I to CQ N I 45 461 _ bedroom ' i Co 3 KK �� Q m 12 • '� °�,r� " �� +40 —g" up i9 +4�fi o . N N t o N - _ �, Uk JJ m i pp N CQ void _ v i bedrOOm J open �� down Co CD pen to below 1 ' `1 N i QQ open to below _� — _ , . deck 0 CO CD �- +46'0" i = i E1/21' m ZGs o en to below O m DD i'i� met �, N P 2" 5'0 8' 1/2i0'6�1/2 - do n X Q 1'11-314" M i,� _ W CO LQ f _ 0 = m Q 7v N open f 5- 2 7'6-1/2" 5'9" 3'11-1/2" 3 2 5'6-1/2" 5 2 bedroom 2 Y3 6 A ' o r CC m in ba N shelf - up 11 , /pen to below +;�,S�_art �, = window above 6'0" BB � N Q I Nom_ N 52 plant shelf sitting area ` IM Q, CO Q I N bX rd UP I m v open o below C +6 �' �- (� (� Q f office below e- li �1 3 -�, � 1 30'9-1/2.. � iJ1 - 8-112' � PI 8.011 16'0" 4.3.. 3'0-1/2 2,9.. - �� O � 4 Co I cc . column APPROVED BY THE upper I e v e 1 = T DESIGN REVIEW BOARD CS) TOWN OF VAIL p l a n � 23 0" k DATE: � � PLANNER: T i Y) DATR � I _ .0� k° 7'0" 7'0-1/2" 7'11-1/2" 8'9-1/2" y REV I S I ONS 1' 31'9-1/2.. 1 , o o r a r-1 Upper 7 • � � ia 1 Der pl Plan North . , 4.r. rS' ,,4 r( £'r`G, aL„4 4ae s,,.nj 1r, -F ,i -:yr "L-_ v.,,,p v.(xM"`..°i'°'^, ,.-�I '^^�! . .mr+sTe+asn e^...+1 'n.��.*+ .,° ,a^r,-,�T^+°�^'*.rw^e.yr^r-.ra..T..u.......,..wr.-.., +eva.. _ ..c, , »s - ...,,..+e--,n +n,....-w..-- rr --T ...--r•......-.-.e.,-......n.,.ra- .- v.+.,-s.�.-rx ._- ..,.--w I , f. 111',`fi - K k r �i t Zn y-sswwr °"'°^'^'°°.1'T'^^m'7"r?""^,p+'a^°J^°.T°°.TM^"'e�r°. �nx!°'+*rrr"T+.�r`w'T,^^-.�>•-r. 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I I o C f I I T.0 W. = 40'-5 3/4 I T,O.W. = 40'-5 3/4 I Cj as - T.0 F. = 20'-8 ' T.0 F. 20'-8 ' - I — — — — — — - STEP I - - - - - - - - - - - r TOW I I I 35'-9 3/ I I I I I ~ a Q I 1 _4 I 4 TOW T.O.F 32'-3 3/ Z STEP STEP T O.F.T.O.W T.O.W 39'-6 I J c T'.O.F = 31'-6 3/4 I I 4" CONCRETE SLAB ON 4" CLEAN GRAVEL I `n STEP I `tj STEP Z C� r Ln BASE ON UNDISTURBED GRADE OR STEP I T.O.F. T.O.F. 0 m T.0 W. = 35'-0 3/4 I I COMPACTED STRUCTURAL FILL PER SOILS I T.0•W' L — — — — — — — — — — U x O Co T 0 F. = 20'-8 3 ° ENGINEER. REINFORCE SLAB WITH 6x6– m 0 T 0 F = 35'-0 3/4 I S7 W1.4xW1.4 WELDED WIRE FABRIC _ — — — T.O.F = 31'-6 3/4 THROUGHOUT. PROVIDE 1" DEEP SAWN OR STEP I STEP o - F —1 ; a TOOLED CONTROL JOINTS AT 15'-0" T O F. T O W I o -0 5 -0 3 1 4 MAXIMUM SPACING EACH WAY. T O.W. = 35 -9 3/4 L Sfi 1,_4, — — — — T.O.F. = 21'-0 1 -0 a1 L. J 4 LA ® T.O.W. 26'-9 3/4 T.O.W. = 35'-9 3/4 OL = � T.O.F. = 21'-0 I I ` T10 O 21'-0 SLAB T.O.F. = rn 7 o STEP STEP S6 I ( I T O.F. T.O.F. T O.W = 20'-4 N STEP S TEP STEP T.0 F. = 16'-4 STEP 8" 7'-6 3/4" 14'-5 3/4" 14'-0 1/2" ' T.O.W. T.O.F. T.0.W. T.0.W. - - - - - - - - - - - — — STEP F _ T.O.W. I S6 1 I - - - - - - - - — r-• - - -- - - - STEP rSTEP — - - - - - - - - - - - - - - - - - - -� I L JB — — ��� I I F � I I T O.W = 29'-1 3/4 I � T.O.F. I I T O.W. �j � I 6 � ® , STEP TO F. = 26'-0 �� S6 ® I T 0 W � I I T.O.w. I I 1 I I �- o I I � T - - - I - - - - M _ 2,3'– � � L JA b o I 16'-4 3/4 N I( ( 1 Z 0 PIER IT. F. = T.0 F. = 26'-0 I I _ m � I I I I I I I I BEARS ON STEP � 2 FTC ® ELEV.N T.O.W. T.O.W 1 " S 21 O 1 `a ,.. T.O.W. = 29 -1 3/4 I I I r I L- - - - - T. = 19'-8 N I — —� 1'-4" I �t 8" 10'-9 1 4" I — — — — — — J I T O.W _ 26°-9 3/4 {, Uj C - - - - - -� TO.F – 21'-0 �t - r -� II N B I r STEP I I i „ 1'-4" I I a• T.0 F — — — — — L —J 2'-8 3/4 J ( SEE SECTION 4/S6 r T.O.W. = 21'-6 °i I I r- - - - - - - - - -. — - - - - - - I I T.0 F. = 16'-4 I I ® I - - - - - - - - . F70-pw- STEP � o T.O.S. 1 1 1 1 STEP ^ 1 1 I 18'-3" T.O.F 11 � - I W T.O.F T.0 W = 29'-9 3/4 1'-4" I h /r STEP I i I I TOW ( 2 3/4„ T O F = 19'-4 C C L I 1 T.0 F = 16'-4 I I 4 5 L a I I S7 ( I S6 S6 4" CONCRETE SLAB ON 4" CLEAN GRAVEL • I BASE ON UNDISTURBED GRADE OR I Um COMPACTED STRUCTURAL FILL PER SOILS 2'-2 3/4" 1'-0" 3'-0 1 4" ccOC14 I I ENGINEER. REINFORCE SLAB WITH 6x6- / 6'• W1.4xW1.4 WELDED WIRE FABRIC �— S6 d 1 1 THROUGHOUT t*PROVIDE 1" DEEP SAWN OR N 0" TOOLED CONTROL JOINTS AT 15'-0" o N ° MAXIMUM SPACING EACH WAY. I I N I I - I 20'—o I I T.O. SLAB I I designed by TDH L J STEP drawn by M AB I ( STEP STEP - T.O.W. = 26'-0 T.O.W. checked T.O.F. TAW `° o T 0 F. = 16'-4 by Z �— - - — - - °'° —' —' - - - - � I issued i ICn a PERMIT 07/14/95 Cn N Z -0" 8'23 - , -011 16'_0" 10'-0" 2'-9" cc 7F 7r Y 3 ` 99'-2" t � rn ..., - NORTH • m FOUNDATION PLAN SPREAD FOOTING SCHEDULE SCALE: 1 /4" = 1 '-0" C" TYPE SIZE REINFORCING PLAN NOTES Cri A 3'-6 x 5'-0 x 1'-0 (4)-#5's x 4'-6 LONGIT 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: (5)-#5's x 3'-0 TRANSV. TO.W.=TOP OF CONCRETE WALL T.0 F =TOP OF CONCRETE FOOTING sheet ; B 2'-6 x 2'-6 x 1'-0 (3)-#5's x 2'-0 EA WAY 2 TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING U r 1 a C 2'-0 x 2'-0 x 1'-0 (3)—#5's x 1'-6 EA. WAY CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. d 3 STEPS IN TOP OF CONCRETE WALL INDICATED: � `P�`01`0i1R�EGir�l�j/�Ij Lo U-) M. 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH o ••••••••• Sl TE ED BEE TH CONCRETE FOUNDATION a VIALLS UNLESS NOTED OTHERWISE. m? • 3199 5 CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" �� w • ��� ,F N THICK x 16 WIDE UNLESS NOTED OTHERWISE %iO,c,�y��. •.•���� i SIGNAL- <; 6 00 NOT SCALE DRAWINGS ��l�dV tl I I I i 1111������ f e o 1 , a i r 6� f C 01 m U rntr) Z It1* C rnrn v _ Z 01 oQ [ Q vv F- J 0 4, G 7 r01 r L0 O 1 •A W U Y* 00 X v m �. m � _J r m 4J (:5 Q U d > 7 N J X J N ® N r 00 7 ,q 27'-0 tK Q� x T 0 PLYWD Q kf • 1 STEP TO i e 27'-0 PLYWD �'jd T 0 PLYWD Uj Ln e� � s� ® • OL a , 24'_0 ; E' �V• 0 Fmd T 0 PLYW I D a ® (2)-1 3/4x11 7/8 LVL BELOW BRG CRIPPLE WALL Uj J J LL designed by TDH drawn by M AB checked,by f issued U Z , PERMIT 07/14/95 z d 1- J Z O U Q Y Lo NORTH CD CD LOWER FLOOR FRAMING PLAN SCALE: 1 4" = 1 '- 0" m PLAN NOTES: Q 1 INTERIOR WOOD STUD BEARING MILLS ARE INDICATED ON PLAN THUS. t-i sheet 2 POSTS BELOW ARE INDICATED El NON-CONTINUOUS POSTS ARE INDICATED ® JUL 14 1995 3 FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP 1, SPAN RATING 20 0 C m ��1111��ttif llflll n 4 INDICATES CONNECTION TYRE - REF S9 FOR SCHEDULEo��p0°REG/ST j,/ iU-) fir,f M S2 , -3: a !1 t � � i E � t t.: 6 pi r• I t r H f k` 'r a i 1 A . I` ol k CA� f U 'o n� r, Z 1 rnrn oQ — — — — — Z C: r 1 3/4x9 1/2 LVLE LEDGER Q� t — U) [� � 00 r — V 00 29 R9 R9 - - - - - - — BM_PKT - - - - - - J J m0 > . 1 3,/4X9 1/2 LVIL LEDGER — Ix — w Ilk 5,_ j 0 3 I 2 I eg 29 R9 .0. LY . — — — — — I — — — — — — — — — --- --- - - - - -- - - -- -- ---- -- -- ------ --- ---- - - -- - --- ---- -) r -- ---- - -- ----- -- - - I, 3 S7 N _j I II w 5� 91 1/ „ TJ /15 F ® 16" — — — — — o — —�i-- — — — — — — — — — N o j o I r0 rn Lj All, + 3 2x10 T O i �`ti C I L © c_ R Uj f P YW . �` 2 -2x10 I -' j 2 -2x10 I � I � ! t �r� ___— __ 36'-0-2x6 T 0 PLYWD x J 0 �o , N N om 0 PL o_ 'ro I lb I I -2x1 `��,� +� +� �R, � °� ep� / N O 0 $ EP I i 1 1 4x9 1 2 N k I if 0. I / / A I R Y I j � I 2 -2x12 2) x 0 ` 1/ " T 1/15F 16' I I 1 _ o I I +ro 1 Uj 1 x SITE 0 LY `- I L1/ N 2 2 L DG R L`b \2+6 ol I I PI 0. b 1 1/4x9 1/2 LSL RIM 4-0 + I LY T . PY 4 I 2 f' 2x12 LEDGER + + 3 -1 4 6 R W 8x3 6 LA 2x1 's 12" OR 2x1 's 16" i BM PK � i Um 1 311 /8113 /�_b e G• X t • c0 I ' 31 designed by TDH drawn by MAB Wl 18x 5 checked by Z issued C BM PK . PERMIT 07/14/95 `- 9 1/4" TJ /15 F q 16" z I v � I '+s M NORTH MAIN FLOOR FR A M I N G PLAN SCALE. 1 4„ 1 _ 0 CD PLAN NOTES. r1 e 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: _ sheet 2. POSTS BELOW ARE INDICATED- ® NON—CONTINUOUS POSTS ARE INDICATED- JJJL 14 1995 � 3 FLOOR SHEATHING IS 3/4” TONGUE AND GROOVE APA STURDIFLOOR, EXP 1, SPAN RATING 20 0 C ,4����CCi�i91d941�u'lff fl REd j ++ tD 4. QX INDICATES CONNECTION TYPE - REF S9 FOR SCHEDULE. ��`Off.•°'0Q• i°n p�.•• � R •. v `°F, F • - CD S3 CU t 231 9 2 _- Q Q //� • se •e . ,. b�t ,Y t 4 - 1 r 4 5 Y! Y7 f � M ` Z t *•d 29 29 R9 29 29 29 U) 0 . 1 3/4 ,9 1 L L L DGE 1 3 4x9 1/2 LVL LED ER Q C M W L vv _ D C iA N 00 •�'aro >' x4D V 0 x 8 4j 0 a: 4 (� 11 7/8'1 T,11125DU ® 1 6 ++ OR 9 1 JI 1 DF 0 1 W/ W 8X31 /�lb — — -2xl _ (3)_2X 5 1 8x13 1 G.L =2x1 ` - 9 1/2" TJI 15D ® 6 � ro q 4' 4 S T P T 0 0 L D. ��+ ��+ /`1'+� L �L+� L+� T 0 PL III PL WD. +�+ i N -I \ r I 9 2" TJI 5D ® 1 � II ! ! CN x t , . 46' 0 Ln 2)-200 3 — 1 T.O. PLY t — — 511/8; 13 /2 L CONT. 3 2x1 } Al I �O � r0 � N L]2' `I I f � lb 40' 6 �jl —2x6 'E - ,`L+ T.O PLY D. �-- ! .}� ( �_ cf , � 2 1 1/4x 1 L �2)-1 4 1 C NT. '� '�/ ( i _� I (3)-1 3/4x11 7/8 LVL —� ( ----- --- — 0 L_ UmF7 1 x r - , t designed by TDH f, drawn by M aB checked by issued PERMIT 07/14/95 z C j ' ! Y i ,. m i — --- ---- ------------------- ------ ----� NORTH r UPPER FLOOR FRAMING PLAN SCALE: 1 /4 = 1 '-0" Lo PLAN NOTES: 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: iMMINAMM 1 14 sheet 2 POSTS BELOW ARE INDICATED. ® NON—CONTINUOUS POSTS ARE INDICATED ® .� ' 3 FLOOR SHEATHING IS 3/4° TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN s RATING 20 0 C `\`,��Hlililligll/l/qtr 4 "0"" INDICATES CONNECTION TYPE — REF. S9 FOR SCHEDULE. `���� Ppp REG/s�`4i CD c�4oF,R0 R•,yj•rF��'/ 31 99 • �o • �\ / • �, ��iiijrrS�ONA ��7^1x '. =3' ' -a !' r + �` z M � � ,. s ` _ , < xz t , -+ r � ' w ' r ' r y .. + 1 � _ r A '. o s * ..<' . f •. � _ o- r �, . `3" .. � r x } 4 b �aRF`' » t T,{ ^ , 'F t a.„ F „ n , / • �Y' � � f ` F ' , ' , � � n ' ; • • ' tr 1 V 'u e , � tl ' e , t : u 4 " l ` a.. a ♦ .. � ' , ; " � } ` ' v s � - ' � '' ' t. , �1tsi�,;,y� � ` � ,/ _ - k r. F n-+ .. ' ,. • , � " * ` ` e "e , r A r ' + i ^ ` � ', t � .. � , . a i , ' , i r r. + - , �\.' „1t F��',. '.1 _ ` . � . w '� ' ` �R ' - 1 i rY , ♦ • - ! � A r .. � � � " r , - .A ' ` ' ' . _. s " -, r a . LL " Y " � r t � ' •• l - A t�',�Fayn Gy��.�t ' . w tt�' ` „ � � • , k , . ' `� , ' . ' , . ' i' Y ' Y , ���}}ffMtt�'t1-��"'$ 1 t 'x , h ; . • r i , a ' . ' . . a '5 LI � +� +� OV t Z C .,' _ �' �\ ? to ° .31—2 1 2x1 A +� ~ _ 2x6 Q C x12' o 6" 2 2x6 �S 2 J d1 I I N �, N, C f V 00 +�O +(O 2 _ 2x6 ] m ro l0 2x6 .0 C14 Lf Lzr 0) 3/ x24 G.L. Uj /(31- 1 3 4x9 1/2 LVL t3 X T r +rc�o 1 1 1 2 G L. v �! ( I 1 ( 1 1 x12' ® 6" looll u w i S W 12061 N BE 4T H R. tK + • x .N t0 ® ► � \ N vi N u -1 3 11 8 ' '2x6 p5 - ' 5� x s d* � 6 Qp + 4-202�2l 1 3 4x11 ZL8 LVL 2)-1 3/4x11 /8 LVL 2 - J� �! O-------- ----------- ---- ------ ------ - p� �I T lb lz - --------- ---------- -- ------- --- ---xpF�' 2,1-1. 7 8 VL G "'� I I I I + (2)-1 3/4x 1 2 � 6 N / ! x 3 I I I I I i l ! � T '} (2)-1 3 4x11 7/8 �'� Jib + QO 2x10 LOOKOUTS us- `� ► �� �2 2x10 STRUCTURAL SUB-FASCIA 2x10 STRUCTURAL SUB-FASCIA r x I +(b N J 2 , ro 2-r6 oo i ��•��' . , � - - 2 �26 M .., - I p '� designed by TDH —2x6 1! Q� drawn by MAB tf checked by `X issued ° PERMIT 07/14/95 z ` Y lf) —-- --- -- ---^ r � ._ `o DECK BELOW • " NORTH . .. ROOF FRAMING PLAN SCALE: 1 /4 - t PLAN NOTES: tig95 f � Li.. r, 1 INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: ` rn 2 POSTS BELOW ARE INDICATED ® NON-CONTINUOUS POSTS ARE INDICATED- ® 0\,,. tiY R ;F�% �tr of �:c,�.�`4 M�, . S5 ' 3C 3 ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP 1, SPAN RATING 24/16 _ 0 4 'QX " INDICATES CONNECTION TYPE - REF `S9 FOR SCHEDULE t X k • 2x6 STUDS ® 16" W/ 1/2" x 0'-10 A.B 's ® 48" 1/2" PLYWD OR OSB IN CONT TREATED 2x8 F� SHEATHING m rn n 35'-3 m OIL 35-0 3/4 - --- TO PLYWD. Z rnrn TOW — "o--7 •I Cr) 0) Z 0) t\ Q ' �LA_j Q C w L #5's VERT ® 16" f-. 4" 4" 9 1/2" TJI/15DF ® 16" J m • #5's CONT Z 0) n 00 #5 DWLS x cO HORIZ ® 16" * GGGoo ® 48" rcli U _ x O O 00 6 ' m 6x6 POST (2)-#5's CONT Q > TOP & BOT \ 31'-6 3/4 \ \o, 4J OL TOF o a 00 ° d _ 4"o DRAIN PIPE 4" 8" 4" , �� � .� 1,-4„ ° rr IN CONT TREATED 2x6 F'L REINF PER FTG SHCHED 3 SCHED WIDTH SCALE 3/4" = 1'-0" S6 36'-0 35'-9 3/4 ---- TO PLYWD 6 SCALE 3/4" = l'-0" T 0 W I ••• S6 A I ♦ 4 � 2x6 STUDS ® 16" W/ —i e e• 1/2" PLYWD OR OSB d SHEATHING x 1/2 x 0'-10 A B. s ® 48" (2)-#5's CONT TOP & BOT ° Uj 9 1/2" TJI/15DF ® 16" IN CONT TREATED 2x8 F��---- 6x6 POST 27'_0 _ _ ,a T TO PLYWD 26'-9 4 • TOW e • 9 1/2" TJI/15DF ® 16" e #5's CONT HORIZ ® 16" • ° e ##5's VERT ® 16" Uo I -- ♦ ##5's CONT. —12" 0 CONC PIER a M d I . a HORIZ ® 16 d° • 4.. 4„ 4„ • Uj /I I' d • ° I ( rn •6„ .6" (2)-#5 DWLS x I J #5 DWLS x cD • • e ° • 6„ ® 48" N 6" • #6's VERT ® 16" - • — L ° (2)-##5's CONT /�/�/\ d a.. — \/%�i��i TOP & BOT 21'-0 F _j EO EQ REINF PER FTG SHCHED d T 0 F Um d V a0 A• 27'-0 • 5 SCALE 3/4" = 1'-0" 4" 8" 4" • T 0 PLYWD S6 4"o DRAIN PIPE e it • k 1 d 2 SCALE: 3/4" = 1 '-0" • S6 •d 9 1/2" TJI/15DF ® 16" ##6 DWLS x 4" CONC SLAB W/ 6x6-W 1 4xW 1 4 designed by TRH ® 6 -- 6x6 POST W W F SEE SOILS REPORT FOR drawn b MAB co e ADDITIONAL SLAB REQUIREMENTS Y 2x10 _EDGER 2'-0 1 -6 #4 DWLS x ° checked by e ® 24" N issued 1/4" PER FOOT 20'-0 T o s Q PERMIT 07/14/95 Cn • , z 3 112" 8 1/2 • � ° a • e CD (1)-##4 CONT HORIZ / dUL 14 1995 #5's CONT HORIZ ® 16" • c� I I X\ Lo \��\N "#5s HORIZ ® 6 \\\I�p11t0 1I i I R I I E I fI II//S/ _ \\��Ra ��•l�i�i o C •5<; . . • e 21'-0 1 4 4 4 #5 DWLS x `j MID-HT '� = ma fn e m _ T 0 F d . d d \ (2)-#5's VERT 6" 4" • 4° o�� �; - • • • , e ° d • ° , • • ° ° ��/\ \ I I (2)—#5`s CONT �ll�1 \\\\\\ sheet 3 BELL PIERS TO -' 4"0 DRAIN PIPE 18" ® BASE TOP & BOT . 16 -4 T O.F rn 8,-O„ 4„ 0 _tn -2, -7 S6 DRAIN PIPE 0 i o 7 SCALE. 3/4" = 1 '-0" 4 SCALE 3/4" = 1'-O" 1 SCALE. 3/4" = 1'-0" a S6 S6 S6 i Z i _ 1� #5's VERT. ® 16" 5's VERT. ® 16" o x v o Z �' o^ a 40'-5 3/4 T.0 W 1 4 T (A Z C r � #5's ® 16" HORIZ O m Co I I i I I NEAR FACE U v o L m U 4— 7 • M J O t � - - �- - - � r-a- - - - � - - � — 3 a > FOR "d" < 7'-6: i I i I • °• #6's HORIZ ® 12' I FOR 7'-6 < "d" < 12'-0 _' � �• — � - - - � •— - - - � - - � — 1" AIR GAP TI FOR "d" > 12'-0 I I I • I I I #5's ® 16" HORIZ 2x4 STUD PARTY WALL #6's ® 6" FAR FACE 1/2 0x0 -10AB. s ® 48 „ ^ IN CONT TREATED 2x4 R T 0. PLYWD. _ 35'-0 3/4 I I I I a i I I _� •�� •�!. T.O.W. 1 • ° I I i FOR "d" <, 12'-0 9 1/2" TJI/15DF ® 16" • @ 16 8" CONC. WALL #5's , I I I d I FOR "d" > 12'-0 - • #5's ® 8" • d .mod I - - -I - - I — Uj I I I I � : --+ — — —� — — — �-- -- —� — — Il-- — — +-- — 2 SCALE: 3/4" = 1'-0', on S7 _ 0 • 2x6 STUDS ® 16" W/ FOR "h° < 12'-6: I I I i ° d ♦ i I 1/2" PLYWD. OR OSB (4)—#7 s VERT. • SHEATHING 1/s 0 x 0'-10 A.B.'s ® 48" FOR "h" > 12'-6: i (2)—#7's VERT. _ — — I — — — I =� I — — — = — — i — IN CONT. TREATED 2x6 It 30'—Q --+ — — --� — — — �— Jr ---� — — — I----- — �— — 29'-9 3 4 W T 0. PLYWD TOW I I I I •- • I I I •'� CL I I i • 4! . 3"CLR. _ — — — — %�'i 9 1/2" TJI/15DF ® 16" ' •I i I - d • I I I ' II I I I . , • I I I d • . -}}- - - —_ - -_ -�. - - - - - — U. Ir iI I I 12„ • •$�, 2" .I I I S8 •, f 1 1 ♦ • 1 • + _ • 3" Q7" i l • d,• I I I •, L II L — � - - - � - - ,� — 05 DWLS x L-C-4 #5's VERT ® 12" - --fi - - --1 - - - f— •• — - - - t- - ® 48" • desi ned 9 b y TDH _ 6" drawn by M AB •d• #5's CONT HORIZ @ 16" 4U1 14 199 i checked by • �• N ♦ • 3. 7. • issued (4)—#7 DWLS x o u6 �� z #5 DWLS x '\ MIT 07/14/95 d . ® ,2 II I I II Ii . � • Ii I I I I .• d 99 m' CD • rt •• • � Q it 0 #5's CONT. HORIZ. ® 16" _ _ _ � � �• �_ � _ �� _ 11 _ EA WAY IN TOP OF FTG. Ln M 20 —8 0 (2)—#5's CONT. HORIZ • T.0 F. #5 DWLS x • TOP & BOT • Q1 • 4 • • ♦ • • d •• • ° d • • -q- CU a d d d 1'-0 1/2" EXP. MAT'L, TYP , f • v a 4 4 4 A A 4 A ♦ c • •d , • • ##5's CONT. HORIZ --\ .1 r" "0 32 • • 19 -8 . ° d sheet U #5 s CONT HORIZ ® 16 T.0 F. •• C- ;.� 3'-0" 4"-0" 1'-0" 4'-0' 3'-0" rn • 0 15'-0" 4% DRAIN PIPE .. An 1 —2 10 6 #5's CONT. HORIZ S7 ® 12" 3 D CV o 3 SCALE: .3/4' v S7 1 SCALE- 3/4" = 1'—O" a S7 Y ,J Y_ r m� W vi O M 0) Q C .�� J C • C1 N 00 ,C)to V '`r 00 i a o m M 4J d � a > • I I I I ' I I . I I I .r 1„ CLR. „ I 2 1/2" CLR 2 1/2 CLR (8)—#7 r s VERT. I I � I • om I • ° a #5's VERT ® 16" v a J d I I A A, • I d • 2" CLR A , I I 2'-0" TYP °° W � 4'-0" ' 4'-0" � 2'-0" TYP I � I N J 4 I • d ; , . . d . d I 4 • 1 r •O • ° • d • • 4 • : d • ° • • 4 v • • 4 • • v v • d • •' ° °• • ° °•d • d • • • T v ° • • • d • . as v• v • • ° ° � • 0 • • • , a 4•° G • ° • • ° • • , • d • f°• 4 • •O • a •• ! I • • d d a • A Q I • • �'' • LL a 7r i a O 04 ( 5's VERT C� 16" # � #5's VERT ® 16" a I • N • } I d 4r ' I • 9 #5's VERT. ® 16" SEE SECTION 3/S7 4 •• FOR HORIZ REINF. a d a I I • a designed by TDH AV • I .. d d � drawn by MAB I " 4" I checked by U I issued z PERMIT 07/14/95 a J I I U7 ° U • d • I Lo I • v • I CD • O I 4• N I 1 � • I `n I I JUL 1 4 1995 • � I - I ������uunuurrui I I sh e a p0 REG �A \\\�o�� /STFGii I U_ REINFORCING STEEL IN THIS WALL SHOULD BE ° � R • • INSPECTED BY STRUCTURAL ENGINEER PRIOR Cn 9 Lo TO POUR — �. 1 .�\ S8 N o 1 i SCALE. 3/4" = 1'-0" S6 ' ,; - 0 AL NoT 'S: FALLIER_OUPLEX, _ . _ #� =18 , , - ' I I _ . I , _ , • . < Q,E�GN CRITERI I " I ° ' ` 2' Interior Load-Bearing WeIIS: , , ` - . . • , "' , Raof Live' Laad`--------______-._________=_� ________ 84 sf ' A. Interior load-bearing walls are minimum 2x4 studs Q 16" o,c. with 1/2" NAILIKG SCHEDULE P , . - ' floor Live Load -----�-----, - ----- ---------� 40 psf gypsum wallboard both sides' unless noted "otherwise. Cap with'a double 2x floor joist to girder, sill or wall plate (toenail) 3-8d I 7 - " ' " Deck live Laad -_..__ _- psf". ' top_ plate4instolled to provide overlapping at corners and at intersections I „ ' , with #her partitions. If overlap is 'not possible, strap tap plates with - (-joist to girder, sill or wall plate (down thru bottom chord) 2-10d ., , Basic Wind,Speed -------------------- --- 80 mph (Exp. B} ° - F I ; Seismic -Zone -j_ -_ ------ _________________ 1 , metal, strap tie•(Simpson ST292 q ).' ' . _ t I r ,. , - _ -; B. Flour or roof framing members must be equivalent).' be'-aligned to bear, within 5 inches Sole late to joist or blocking face nail 1 „ _ , UBC Edition -------------------- _____________-_, - 1 9 R j ng ( ) 16d 6" , r , , I of the' studs'beneath. - � , ; ,_ : . - ' ` " C. Provice (2)�-2it10`headers over all openings in wall unless noted Top plate to stud (end nail) 2-16d t ' - - - ,, t - " - ' DE 1, . otherwise. , ,, , - , � - , " y1! ': ` - ` a. `'Design, of''individuat and continuous footings is based 'on a maximum allowable . D. -At beam bearing locations in _stud walls, provide,MulUPIe-stud posts ' Stud to sole plate 4-8d (toenail) or " ` , - -, __ '' i'111 I . bearing pressure of 25Q0 psf (dead load pIu"s full live load}, equal`to width of bearing member unless noted otherwise. 2-16d (endnail) " -' b. , Footin s shall be laced on the natural u disturbed soil or coin acted 3. Floor Cortstruction:r ;. 1bd 0 24" 9 P n P Double studs (face nail) .a r -ystructural 'fill, below frost depth. ' _ A. Provice 3/4" thick APA rated Sturdifloor rated at 20" o.c., tongue and _ ,' . ' � , ' • �c+ ' Refer to report 90165 by Inter-Mountain, Engineering for additional requirements , groove, exposure 1. Glue and nail panels to all supports. Install , - Doubled top plates (face nail) 16d 0 16" _ . " tA, :I »' -f, ' , regarding sails. ' , '_ t •` sheathing with long dimension perpendicular to joists and end joints - - ' I pf , • V: �": ' ,`+ 10 M '` , {, d. Provide continuous foundation tdrains around the perimeter of all basement staggered. Top plates, laps and intersections (face nail) 2 16d _ _ _ , -' walls and at the. base''of retaining walls. • Contact 'soils engineer= for details. 4. Roof, Construction:., -+ ' , - ,� __ , U '0 " - 0)v- �' „4 A. Provice.5 8" thick APA plywood sheathing rated 24 16 exposure 1. = Continuous header, two pieces . 164 ® 16 _ t Z « �,�-,, ` , ' ; - _' e. Provide crawl space ventilation per UBC requirements. / P Yw 9 / 'O .f. f+ Soil conditions and types shalt. be'verified by o representative of the soils Instal' sheathing with long dimension perpendicular to rafters or trusses along each edge . C. , p+,� ,w ' - . x, <eri ineer during excavation. Report an discre ancies from original, findin s,to - and `end joints staggered. I I (/ , �' ' g g P y P g ' Provice wind selsmic anchor at supports for all roof oists and trussed Continuous header to king 'stud (toenail) 4--8d- i— — 0 - �;:.' ;t . structural engineer for re—evatuat_ion of foundation design.' / PP J i ' Z W�A, ^ y ' < „ " , • - - _ rafters. See nailing schedule. , C ..•- ` - - 'RE FpR�E„D CMGRETE: a , - - 5. Wind Bracing. . , " _ , - Ceiling/floor floor oists (a s over or (face nail _ Z- •- J 9/ J P partitions (fa ) 3-16d Q r, `"''�'_' �ti bt - I , ' r - - A. Walls over 5 feet long which are sheathed with gypsum wallboard on Ceiling/floor joists- to parallel rafters (face nail) 3-16d , t ' ` . I ` f a. .Concrete design is based on the ,"Building Code Requirements for Reinforced both faces _have been designed to resist wind forces in accordance 'with G° . ' ' - ° - . Concrete"'-(ACI 31$--89). ` " " Table 47-1 of, the UBC, " , I Solid-sawn rafter to plate - 3-8d toenails � ' • ' ., 0, - , 'Ps°_ f `° . k' ,' 8. Screw 1/2", gypsum wallboard to alt studs 'and to top and bottom plates or Simpson H5 " ' - ` p C V,B,. - . b. Structural CoCrcrete shall have a minimum' 28-day compressive strength of 3000 °J ® ,,,rte,. :Y , ; -" I• .1 . - n' -, - w < - with V8 "x„',1=-1/8: drywoll,4screws. at 77 maximum spacing. , 'U ' +., psi- 1-joist rafter to plate (down thru bottom chord) 2 - 12d x 0 ' ,� ° '�,,,"4" , ' c. ` Concrete sholl,be proportioned using Type i cement: Admixtures containing C. Exterl�r plywood or'OS�_wplt sheathing �s required unless specifically , a � , tSlu s ,,-, 2 - phloride'sbits shall not be used.= ` _ - deleted by engineer. up corner studs 16d ® 24" � . I - ` Built— $. m, k� . d.. ` Cold weather•• concreting procedures shall ,be provided as recommended in. the - . ., �GJ Ni nu 1- of CongCe �PraCtice. STRUCjj�RAL ��ED LE !lN a. , _ t Built-'up beams (each member 2 ++ CL, i IJ I;L_.9� p e to adjacent) ' 16d ® 1 ` `1' ` e. I , Anchor bolts °for'beam and column bearing plate`s ,sholl be'ptaced with setting J � ; ' , 4 ' - along each edge , - � , , ' - ' ,x l 11 tx ',". " templates, _ a. Materials, manufacturer and quality"control shall be in conformance `with AITC - " g - #i ' _ I_ Product Sta dnrd PS 66-82 "S ru tut I Clue Pl ood or OSB roof wall floor k n t c a d Laminated _Timber yw / / sheathing 8d ® 6 along edges"J= . f. Expansion,, bolts shall be located at' a minimum of 6 bolt diameters from , _ °b• Laminated 'members- shalt be fabricated usin Dou las Fir with the followin . - I ` 8d ® 12" intermediate su orts, concrete edge and spaced at' f0 bolt diameters unless noted otherwise. , 9 9 g _ PP F.. " , - ; , g. , 'All exposed edges and carnets shall be chamfered 3/4", combination snrrbols: _ . ` • h Concrete -coverage°for 'reinforcing steel (ACI 318): ' ` ` n 24F-V4 Simple--span beams . • I - NOTES: _ I 4 , , V `i'" 24F-�V8 Continuous or cantilever beams . , . � Ty ': Concrete cast against rind' permanently exposed to earth 3" . ` I 1, The nails in this schedule are °common wire or box nails. If cooler, sinker, or other types of nails ' �,, i _ ,- , « ' ' ' _Concrete exposed to earth or-weather: , 3 r Columns are used, contact engineer for required spacing and sizes. v • . : " _ _'� '#5 bar and smaller - 1-1/2" C. All members shalt be Architectural Appearance Grade. unless indicated 2. If staples are used, contact engineer for required spacing and sizes; , -°t " *' ; '#6 through` #18 bar 2" otherwise by tie Architect. 3. This` schedule indicates minimum requirements for `nailing. Where'special conditions exist, use _ , s P g d. ' , Protect members from' clams e,or exposure to moisture prior to and during ' the specified nailing indicated on the plans and details. .11 Concrete not exposed, to weather or in contact with round: 9 P P -_ I - ,11{ construction. Slabs, ,walls, ,joists'(#11 bar and smaller) 3/4" . , _ J , .._ , ,n, - /2" e. Adhesives shall me I _ ` I .. , Beams, columns 1-�1 ha meet ,the requirements for.wet conditions of service. , i f. ' Do not camber laminated'members unless indicated on, the drawings . - _ - • _ - ; ! - . , REINFORCING STEEL: - , , r - , _ , _ - 11 11 11 ' _ ` - , - - - STRUCTURAL•STEEL _ r rr _ A, 'r� ."t` , a. ' Detailing, fabrication and placement of reinforcing steel shall .be in accordance . I ' ` ' - . ' a. Structural steel shall be detailed, fabricated `and erected in oc r ri - � • V ' ,, if° ' ` �. , , ,f `with the AQ Marljjgl of Corlctke Practice. z , co do ee with the = . ; " " b.' , Except, where otherwise noted'on the- drawings, reinforcing bars shall conform most current editions:of `AtSC Specifications and Code of-Standard, Practice." - _ . _ , F • ; "I ''I, 4 y eI'"' . - ` ' . = ' . to ASTM Specification A616-79 `and shall be minimum grade 60 except ties, b• Structural steel rolled shapes, including,plates and angles. shall be ASTM A36. , a'a r � ' field .ben't -bars where° permitted,by note on plan, °or bars to 'be welded, which Tube shaped shall be A5TM A500"grade S: Pipes shall be ASTM A53 grade B ,` . I , - .° < ,I _ . , ' ' shall,be ra'de 40: . , - . . , - ` , or ASTM A5b1. . f s. N r' `� ,I• , g� c. , All bolts' used n steel feBenin shall :' - `._', c. , YAt, splices rn concrete, lap 'bars 36 diameters. At` splices in-masonry, lap bars g conform-to ASTM Specification A325. - il Y , ' 42'diameters. Do not weld or use mechanical splicing devices unless . ' Anchor bolts snd bolts used 'in' timber connections may be ASTM A307. Bolt - ., at F, specifically approved by engineer. sizes snail, be 3/4" diameter unless noted`•otherwise.,, _ ' ` I d. -- Typical 'framed beam connections shall consist of.pairs of 1/4" ` . _ " d. At"corners make horizontal bars continuous or- an les' usin the ,, i,'',�r - r { _ . , provide corner bars. Around' 9 9 ,. r`, ' .- , . - openings,and`steps in concrete,' provide,(2)-#5's extending' 2'-0" beyond edge r maximum number of bolts called for in Table II-A of the ,AISC Manual' (ASD - - • - . r , ` , : " _"I �' y - ` , . .- ,of� opening or step: , _ Ninth Edition). > - _ ;y , " �. .��„ "`.N " I e. Extend reinforcing steel ominimum -of 24" through -cold joints.` Unless e. Expansion bolts shall"be wedge •type with the following minimum embedments: '' ►1� + ' «~ specificoily located 'on plan or details,, cold joint locations with , . , 1/2" diameter --=--� 2-1/2" ' , ' ,z - 'r` `' engineer. _ . , ♦ ! - 5/8" diameter ---- 3" , _ , ,, ' y` , , ', , r f. - Welded ,wire fabric shall conform to'ASTM Specification A-185. Lap welded 3/4" diameter -- 4" , _ _ - • .: . ` t` �' .r ' Y wiretfabric a minimum of one,full mesh,plus °two inches. - Laps shall be wired f• Adhesive anchors`called for on the drawings shall 'be glass capsule type such - . w 'r ', , ` ;"11 as Moll Pora)ond or Hilt! HVA anchors systems. Minimum embedments , °11 together." ' Y Ys r.,` ; . . , 8 � , if.not `specifically indicated`on the drawings, shall be according to the � f ,4 , STUT�R& WOOD L _ t manufacturer's specifications. . , ' " _ -' , , `A g. Delay'painting kithin 3" of fieldwelds until welds are completed. , ' . ' 6 1. "°'/p ' a. . - Exce,t"where`noted otherwise; all 2" nominal lumber; ,except 'studs, 'shall be ' - - . - ' ' ` : . ` - ' ' , p . - . ° - - , Douglas;Fir—Larch #2 and better, and all,solid 'timber beams and posts 3" - @A FI - , , nominal rind'wider shall be Douglas'Fir—Larch #2. k ' x,, _ ' + , b. Studs shrill bet Stud grade and better Douglas Fir Larch or Hem Fir. a• Do ,not backfill against retaining walls until supporting elements are in place and , " 11 11 c. Built—up posts shall consist of Douglas Fir—Larch or Hem, Fir' #2 or better 2x4 or securely anchored„ or`adequate shoring Is,installed. Concurrent backfilling of , _ _ I ` '24 studs per plan and shall bei nailed together with 2 rows of 16d nails ® 6" each side of a retaining_woll to final grades as indicated on plan- or sections is - , I" `. i - .r, - - required unless temporary shoring is installed. - ` - ' ' , -k +.11 x 4 ; along each stud. , - - _ 1% I d.r -. , Top and .bottom plates shall be Douglas Fir,-Larch or Hem Fir #2 and better. b. Verify type of fill with soils engineer prior to backfilling. , - ` +„" , I -- _ (I.,: ,- , Plates pl9ced directly on concrete walls or $labs.shall be pressure—treated Hem , - , ,' °�` _ �� - ' ' Firs#2. t , ` , ` � 'i. .;J,. , e. ,, Provide solid blocking" at supports' for wood' joists and rafters: Within floor 'Joist - - - _ - ; - ' , ` ' " .' spaces beneath solid .or built-up `columns"ht'ted on plans;`blocking` of area ' o. All grout beneath column base plates and steei'beams at bearing +shall be non" - M " $ `, w W4 x' - shrink,, non-metallic type rout. Grout' sh it have a minimum coin ressive ?:;,1 '.` , - . equivalent.'to column above-shall be provided.' ' ` . , • _ . ,. yp g , p p " _ "' f. ' Except as .noted otherwise, mlj imum'nailing shall;.be provided as specified in strength of 2509'psis, - ; - , ; `�yA - the "Nailing `Schedule" on the drawings (UBC'Table 25- . e ' . , , ` '' , Q). C°ENERAL REf IREir1ENTg r - ~a 3 I .- - - .g. ,Unless noted otherwise, steely connectors y " , o such as those' manufactured b "the z ' Simpson_company shall be used toAdin `rafters, joists-or beams to other beams - - - _ • , • " h - Y -_ ' a. Structural erection ciion a d br ci ,r"� ., �";1.F f ` w at flush—fromed conditions. Use at specified' nails., , Connector conditions-hot e n a ng: The structural drawings illustrate the , � . �,_ , " : otherwise noted shall.'utilize Typs U or Type• Ht} hangers of'a size specifically , completed structure with all elements in theirrfinat positions, properly supported - • - r' , _;il and braced. The contractor, in -the proper se uence shall provide shoring and :. ` , 'a i ' designed •for 'the member supported, as shown in the manufacturer's published , P P q P 9 , , - , ,.Y ,� bracing,as ma be`"re required durin construction to achieve the -final completed `�`,h `` " ' ' - tables. ' Contact structural engineer for details as required. '` , g` � q 9 - P ' , '• , , � ° •_ x «, '_ • ;," , structure. Contact structural engineer -for consultation not in contract as + T 4 •h. ' Manufactured joists shall' tie-'frorri an_'approved manufacturer and shall,be " ' ' ( ) !4, <11 equivalent'in'load-carrying capacity--and-deflection criteria to• TJI 25 or 35 series required. . . _h, " ;,4 ° = ` I joists irr ,then•depths and spacings indicated 'on plan. Provide blocking, bracing, b. Dimensions: Check at! dimensions against architectural drawings prior to ;:`r`, "f , . - , . web stifferiers''and° other accessories as`required by. the manufacturer. - construction.- Do 'not' scale drawings. - - c. • Construction° practices:° General contractor is responsible for means, methods, `' !:. Prefabricated, trusses shall be-desigfed by 'a-Colorado registered'engineer to - " - .. " u`� , '�, �, ,�� Support the t> `dead and t I�a f her f nd an th ` ;` q 9 s construction of th rojec y - , , _11,fu eve ads -a t oo ceilin 'd techni techniques; sequences and procedure for is project. Nptif g`' y o er structural en ineer of omissions'"or conflicts between the working 'drawings and v ' x,� r `" superimposed;loads. Web an an'g�rirerrt tzFid,member forces`shall be determined I g 9 9 , �,', ' +','"' ., by the fpbricatar. Stresses shall°not` exceed•those allowed by the most current' ` , ` existing conditions: Coordinate requirements for'mechanical/etectricol/plurribingv. ' . ' - ` " '-' - r 11;'; _ -1 ° .edition.of th$ UBC. Load durotibn factor- is I.O. , ' - ' , °penetrations tfr6ugh structural elements with structural engineer., Jobsite , . Y , d , . ; - ` ' ,� i,-,, �. I j. ` , Laminated veneer lumber (LVL) headers+and beams shall have the following safety isr the sot'e responsibility 'of the contractor.' Alt methods used for .4 - , ` - -de3�gl!1$d .E`ry ry F° t4, I I, ' ` pi`operties:, ' , - ' ' construction shah be in `accordance with the latest edition of the`U8C _ ( �' l=exttrat stress - ---------- - . _�____ _ 2600 i d. Though every eFfort is-made r to provide-a complete and, cf dCiQWR � °'w' ,' _ _ psi ear set'of construction . ` „ Modulus 'af' el stici y'- _-. I ,_ ------------ _ docu eats, iscre s may occur. Release of h x�° 3 - a t 1,1�Q4,000 psi m d pancies or omissions y c t ese'drav+fings ( - +,� ` =�: r Terisian parallel to groin` --- --________1 ________ 1850 psi anticipates cooperation acid continued "communication betvr!een contractor, w t ^. _ 1-4 Compression, parallel to i rain -_____ ___________ '2460 psi architect a d e g t p de the best possible structure. issue ;Y � g p n n ineer o rovi -. 1 ` " ''' i Campressian 'pgrallel to glue line ____-----___'______ - '' l < (perpendicular` to grain) I 750 psi_ _ ..-___ __�.�_-_ _�, - -__ ���� �r ;� = ' %R , I Horizontal' shedr __ ____ __ 285 psi . , - - r 11 r a - ,Where `two or three member`s are "required, `each member shall be fastened to - - ' .y ' ' . r` � i, °tJ r; " adjacent members^with .two `rows"16d. nail " . = 1° z. j s spaced 'at 12 o.c. unless noted. x, 4 a e�+,. «Where fofir m`ertlbers are required,' the -shali bps,fastened�too ether with two` _ ' ' " ' °"'j'y' �� , rows of ,'l f 2 :diameter thru Bolts'O'24 'a.c.` unless noted. r " ,c ,, k` •` , rows -notes:' , , u _ , .*, .; ,. .� .. .llr _ 1. Exterior' wails. I . ' . , . , _ _ ' I . . . _ _ y f,u ,9- 11 4, . ,',�" A. All iexterior`wall " ' 2' ' . _ , _ Y i'a s' are' 2A,studs .0 16 o:c. to a maximunt height,of 1 -� _ ":°g,; t ,.,f _`, , j" A "` _ , . " ,6";, 2x8 studs 0 12" ox. to'a maximum-height of 14'=-6".and, (2)-2x6 ` ` - , , ' ' - I ' t = , -� ' I ,"4 • ,' ._ studs`® 16" to a maximum off.17'�-4' uniess"otherwise noted. - . ' I - s 1 ` '' u height' z" ",, .,.. , 5. "� . `�'� • Cap with, a double�'top plate installed to"provide -overlapping at corners ' , r .` ;,;I i" j . ` aria sat intersections with other partitions. 'lf overlap' is not possible,: ` - ` _ ` °` '°' ''f i 11 ',» +�' strap -top'plates, with metal,strrap-tie (Simpson' ST292 ,or.equavotent).` ' - _ - ° ` , rt B. Floor or roof'framin members must be all ned to bear within 5 inches ` ' '" �A' ,` ,, .' i<» 9 9 q #" y "of tiie studs'beneat 1 I ' ° ` I - I ` ` ' ,t - ", li ;' V �, � ` .` 4 C:, -, Provide' 1_/Z-thick' APA,rated sheathing°,(Plywood or<�OSB) rated 24/16,` - I ` �� 1 4t ,fry'" k ", I ,.11_Y,v ,1,` . exposure 1'; at exterior^ face of,exterior walls., 81pck all horizontal,joints. . r , ` " 1995 = ''" �, L '� i- u- , D: Provide (3)-.2x10 headers 'over all'-door and, window openings unless , ' + C otherwise indicated. 4 f v �1\\1\11111111111!!/l/iii J ` °< rt, _ , _ �����p00 RED/ /i/i� =a�.',�, ° a`'s. � �?; �E. . At beorri bearing locations`in stud�waltia, provide ,mul ipl stu p _ ,. , - ;. ���4• •� •s/ o equal; to' width" of beaP}ing` ember unless t . . , _ ��0�� . ` ` . I,11 m noted otherwise. • �, t ., �; �- f ._t w' ` , , " t w ' ' , , I y * - v , t t a . ` e i ,• s • - t " ' ' r , - . • ' '' S _ , ` r - < ' . a' ' : a — •� • �. " - . t ' - _ - Y,,, � Tk a4'!`Y ' �.1. 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I- '+!rea,cr 's' a x > _ , w e 4, . ,a .r. .as Z vH e , , F h _. ....,.r. >..a.a»..1'x , , _ r . , �.a 1 as x r " ,i y , J" w ' �v re NOTICE According to Colorado law you must commence any legal action based upon any defect in this survey within three years after you first discover such defect In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of the certification shown hereon TRACT A FOUND PIN AND RED PLASTIC CAP \ LS No 13901 1 G0��3$ \ N 69 \\ \ \ \ \ SCALE: 1" = 20' \\ \ c- \\ LOT 2 \ 1 1228 Ac \ \ 1873 LION'S RIDGE LOOP \ NOTES THE EASEMENTS SHOWN HEREON ARE PER THE PLAT ONLY, \ \ NO TITLE POLICY WAS PROVIDED BY CLIENT RIDGE ELEVATIONS SHOWN HEREON ARE TO THE TOP OF FINISHED \ \\ ROOFING MATERIAL (SUBTRACT 0 3' TO TOP OF PLYWOOD) \ \ J I `% LOT 3 \ p \ \ *O LOT 1 vv v ' , , \ \ 0 \ \ I I O \ \ I � \ \\ i a o• \ ?6 6' 12 0' \ w co \ \ 320 � A ° ' ° 28 26 0' ` 2 2' POCK WALL —CCz� WOOD FRAME DUP EX t, �� N f— \ i (UNDER CONSTR CT N) ^' CANT IMPROVEMENT LOCATION CERTIFICATE � - " ---- — — -- \ 3 5' RIDGE EL 2B' L221 .• �;t ,�s �' �; ,, X `.+ \ — �� g' 1 hereby certify that this Improvement Location Certificate was prepared 0 8158 9' \ for SOUTHWEST LTD ; \ RIDGE EL ° that it is riot a land survey plat or improvement survey plat, and that it is IiM 1906 Q� \ = 8162 5' 0°• 8 0' 5 4' not to be relied upon for the establishment of fence, budding or other futu O� O \ o 100, \ improvement lines MW MM, D R TV OCK I further certify that the improvements on the above described parcel on WALL 162' \\ this date, 6/4/96 , except utility connections, are entirely within the + / boundaries of the parcel, except as shown, that there are no encroachments w A \ ROCK RETAINING WALL upon the described premises by improvements on any adjoining premises, VAD& , o,5,-r ��w{`'�� A-1A,0VJq) Ole-7 \ / except as indicated, and that there is no apparent evidence or sign of any ��pUE Env. G,IP�ADE �,{e/ GLG1/ 7 0 S^ DRIVEWAY UNDER \ O easement crossing or burdening any part of said parcel, except as noted � GZ. S' 36.E 3v•5 (� �.5 ✓ \ ' � � 160' i� CONSTRUCTION DECK ✓ ELEC TRANS Date �b/i S° ____---- --- --- -- --- +�-- 58 �� FOUND S o PIN 13901 D RED PLASTIC CAP Samuel H Ecker �fi�,� �E�ri ! Q11 Colorado F L S 30091 19 4' / PHONE PED — 3 53 Zlr 23 �S° TLINE OF y e c / \ GE CAN RISER — ° ✓ \ �� PHONE RISER � � �1�1/;/Illistl►41�`�e�i I ELEC MANHOLE X A=3724'31" R=225.99' (70' R.O.W.) S� L=147.55' �°e• �Q LC=144.9 4' SEWER MANHOLE O U BASIS OF ELEV / RIM ELEV = 8110 8' SIGN 0 - p� IMPROVEMENT LOCATION CERTIFICATE DRAWING DATE 6/4/96 r [INV LOT �2, BLOCK 3 DRAWN BY Sam LIONS RIDGE SUBDIVISION FILING No.3 ' Si��'�' �`' TOWN OF VAI L PO Box 21-335, Avon, Co 81620, (970)476-8644 EAGLE COUNTY COLORADO JOB N°• ' � , , - , , I � ,,� ,� I I , . - I �1. 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