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HomeMy WebLinkAboutB18-0188_REV1 Approved Plans_1536945802.pdf 0 °F 1/4/ ilhl 111 'ill 111 4e1 7:4 i 09/14/18 _ N C o) 10 GI No N '42 ::;)tO -0 o) Z °' ,O c O N o Nao) 7 F Z Q •E Q Lai H •L J N • N (31 Z c O N O N Lf) 2 '5 ' 0 0 crU m • J O \\ j0.44 +4 +� /rI�3. _b, �'. ®�°®°®®owes � . (E) CANT. GARAGE FLOOR. .?'� l- / (1-3 L1- / �`L+(12 � 7 T - - — - -11- - 17 — 7 — — T -IT I- 71 - i' I7 ��1 08/20/18 I I I I I I I � I I I I � I jI I I I I I I I I I I I I I I +t. rT1 ti c Ii 0I I I J l I J J � �1 ,°--) 1 -4 - - -- (N) HSS4x4xY2 --- (N) HSS 4x4xY2 7=- J Il 11 1r '9 Il Li_ j m 1 1 1 TAT — T — TJ 11 1 0 5 1-1 J— 1 t—i, JI L J1 d L L � — _ _ LL _ I _ i_ _ I_ _ILL _ JJ q 1 1 N7 PLAN Y NORTH ,<1 GARAGE FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-0" ,Hili po F-T- PLAN NOTES FOR NEW FRAMING: ^ 1 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ a P2,1 2. ALL POSTS ARE LABELED AT THE TOP. FT 1 .7-, 3. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). C9 ilin CC Ho designed by MTN drawn by DRP checked by TDH issued PERMIT 05/09/18 REVISED 08/16/18 REVISED 08/20/18 sheet H 0 JOB #1804- 12 ZpV.15 2x6 STUDS @ 16" O.C. w/ 47. Y2"0 THRU-BOLTS @ b 24" O.C. INTO 2x Y2 PLYWD. OR OSB -3 SHEATHING 017 NAILER FIj' (ALT. EA. CAP PL: Y2"x5Y2"x1'-2" 1" RETURN, TYP. 3/6„ , 09/14/18 SIDE OF WEB �, Y2"0x10" A.B.'s @ 48" O.C. k. CAP t: Y2"x5Y2"x1'-0" 1" RETURN _ -,R- _ = IN CONT. TRTD. 2x6 R 1_ j, TYP. Y4 - - - - - V.I.F. -,i - kb p• T.O. PLYWD. (E) DBL. TOP t - _ ___1.1--_-_____________--,------- - - I STL. BM. T.O.W. I • � _-- a ® i 1 4 PER PLAN I JL4x4xY4x0'-4 w/ _- n -` 0 STL. BM. PER PLAN (1)-3/4"0 THRU-BOLT AS SHOWN _ J I-JOISTS PER PLAN .� °' � rn .t ` ,� BOT. It: (� oma, °' �� CRAWLSPACE COPE FLANGES Z Y4 x4 x0'-4", TYP. 4" 4 AS NECESSARY SEE PLAN FOR c N rn #5 DWLS x (1)-#5 CONT. HORIZ. @ MID-HT. BM. SIZES, TYP. °�'" Y4" SHEAR �j': 1" RETURN Y4" � 24" \ A @ O.C. EL. Z ,' = x 6„ \ r Q '� Lai (2)-3/4"0 �� �ir�iii�i, 1 a� THRU-BOLTS, TYP. TYP. Y4„ r J \y�����rr`r• (2)-#5's CONT. • ,r\"'\ HORIZ. TOP & BOT. _ AL SEE PLAN yam, 1" RETURN, TYP. Z c C 3j6„ TYP. T.O.F. ,,:. A 5 3�s SCALE: 3/4" = 1'-p„ O N ao , :. 0 N 2 °° +0 as S4 0 0 co 2 L X00 PERIMETER DRAIN PER 4 8 4 - MULTIPLE 2x6 OR 2x4 0 m o SOILS ENGINEER 1'-4" COLUMN- REF. PLAN NI 10 -/ / SCALE: 3/4" = 1'-0" IC +J o a HSS COL. PER PLAN / 16d DRIVE PINS @ 16" O.C. IN (1) 0. � BASE F : 5/8"x10"x0'-10 ` 1" RETURN, TYP. S4 (N) PLYWD. SHEATHING PER PLAN CONT. TRTD. 2x6 1IE (IF HEATED w/ (4)-Y2"0 x 10" Y2" EXP. MAT'L, TYP. Y4 V \ SLAB GLUE ft TO CONC. A.B.'s ON 1" MIN. SHIM DRIVE-PIN PLYWD. TO ) T (E) PLYWD. AND DECKING STL. TOP FLANGE9a..�P & NON-SHRINK GROUT CONC. SLAB PER PLAN (V.I.F.) SEE PLAN �^ ® ®gy4m ►' o 4 m® ---_ A a a a T.O. SLAB pQ� C w....4, Sd • D • ��SbeE� o ' a Ln 1Nr., 1 L < -, 7 7 STL. BM. 0 , 1 * STL. BM. II I__ o �� - : '� o - �; no AV3V�n"�x e:� ' ` 1 L L PER PLAN 0 ' PER PLAN PACK WEB SOLID & - ��`� I- i`i`.4'i �'�'� ® ®�®ea o f 1*IA I I • 0., I o -1 \r\\\\ \ O ®�.�,m® y0 0 �. I I a .'o �rrr � � �, , - S I I %i��i��i�%i/% o ATTACH (N) 2x6 LEDGER !�r��,. . e ����o vN �D�D��D%� I z w/ s/$"� THRU-BOLT @ SEE PLAN FOR moo! - - 1 yyfiry 4_ � \Ory��� v - a a BM. SIZES, TYP. 16 O.C. (STAGGERED) REF. SPREAD o:71 \r \ JJ FOOTING SCHED. EQ EQ. 08/20/18 /, �\ ` 1- <I" RETURN, TYP. w Y4" V w 9 SCALE: 3/4" = 1'-0" FOR REINF. r rU SEE SCHED. FOR REINF. \ S4 „.40•,--- WOOD COL. FROM ABOVE SCHED. WIDTH M EQ. EQ. 1 TOP & BOT. R: Jr r r o Y4"x4"xp'-4" ov rr_ SCHED. WIDTHcn cn 4 SCALE: 3/4" = 1'-0" 1 _ ® y4" V = S4 16 SCALE: 3/4" = 1'-0" IN/ S4 Y4" FITTED STIFFENER /� It EA. SIDE OF WEB NEW EXSTG. BASE & CAP R: Y2"x IIII/ - IIIII EXSTG. FDTN. BM. WIDTH x1'-0 w/ ' 7 * DWL. (N) CONC. WALLS TO (E) w/ \ 8 (4)-Y2"0 THRU-BOLTS #5 DWLS. x 24" EPDXIED INTO \ _ _ 3/4"0x4" HOLES @ 12" O.C. & (2) DWLS. IN FTG., TYP. - -" BASE 5 "x5 "x1'-5 STL. BM. PER PLAN �� / Y 1 a a 8 2 ® ® w/ (2)—Y2 0x8 TITEN `�j HD SCREWS ON 1" MIN. CAP h': Y2"x BM. WIDTH DHSS COL. PER PLAN 0 a (E) FDTN. WALL SHIM & NON-SHRINK x0'-10 w 4 —5/g"0 I 1 1 GROUT / ( ) ������� THRU-BOLTS k� _ i_ _ _I _ _ _r 3 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" `, S4 I1 2 ROWS 10d NAILS ►_ CONT. PLYWD. WEB BLKG. ' @ 6" O.C. BEHIND RAFTER TAILS -� I hr ^, I,p I-JOISTS TOP CHORD 4 . . (E) CON C. FOOTING 2x BLKG. @ BRG., CONT. PLYWD. WEB BLKG. ,� - II- 4 .. ly_ TYP. BEHIND RAFTER TAILS l - 0 .. E 4 N 1\rr\�\� r ,Adeld EQ =- -01 2x BLKG. ����`/� TO MATCH -_ I L) (N) CONC. FOOTING _ --------- \\\\ o\�o/\o\� COL. ABOVE �-' r , 0 15 SCALE: 3/4„ = 1'-0" _- A S4 TRTD. PLYWD. at �' ill" J L3x3x0'-3 w/ 5/8"O � PER ARCH. THRU-BOLT INTO BM. & AL F-77----- WELDED TO HSS JOIST Q TYP. FT T.O.W. ) BM. PER PLAN g 3 2x8 RAFTER TAILS 0 e.e W.P. MEMBRANE BY OTHERS SCALE: /4" = 1'-0" SISTERED AS SHOWN • < S4 TI , - A A ..a!� - H STONE VENEER 4" 4" 2x6 STUDS @ 16" eC PER ARCH. r HSS JOISTS PER PLAN w/ Y2" PLYWD. OR TRUSS BY OTHERS Q a • A w/ CONC. SLAB & STL. 346" ' OSB SHEATHING o Il I DECKING PER PLAN ►� . F CONC. SLAB PER PLAN STL. BM. PER PLAN \ r r i r��i\ PER ARCH. r � � 2 SCALE: 3/4" = 1'-0" r�i�i� SCALE: /4„ = 1'-0" (2)-Y2'�x5" LAGS TN designed T.O. SLABS4 9 by rrri a 12 3M drawn by DRP ,x\r�\�-� a s a , r; A a A S4 ,• ,rr. ;� BUILT-UP STUD COL. (3)-10d NAILS INTO SOLID BLKG. BTWN. CONT. L PER SCHEDULE =' �`: ' or, (SEE SHEET S2) PER PER PLAN EA. LOOKOUT, TYP. LOOKOUTS @ BRG., checked by TDH rrrrir' „ 1Y4 TYP. TYP. a ,r,row Y2 EXP. MAT L, TYP. / � EQ EQ issued #5's VERT. @ 16" O.C. a ��°r ® 7 SCALE: 3/4" = 1'-0" r / / S4 PERMIT 05/09/18 i , ...\ STL. BM. PER PLAN , �� � 1 ��� _ d ^ #5 DWLS xrci) #5's CONT. HORIZ. @ 16" 0.C. , , I QA TYP. REVISED 08/16/18 _ _ REVISED 08/20/18 @ 32" O.C. (E) BM. V.I.F. I3 1 111. HSS COL. PER PLAN I (2)-#5's CONT. I I \ SEE PLAN • • HORIZ. TOP 8c BOT. 3/6» , I I Y4" SHEAR R: STRUCTURAL • SUB-FASCIA PER s. A I I 4x0 —5Y2" w/ T.O.F. off; I I� (2)-3/4 ¢ PLAN, TYP. 00 '.';':.;:f!): BRG. SADDLE: ^ - BRG. h': Y2"xBM. WIDTH + Y8"x0'-10 I I THRU-BOLTS, TYP. STL. BM. PER PLAN 2x8 LOOKOUTS w/ (2)-SIDE I?'s: Y4"x6"x0'-10 HSS COL. PER PLAN@ 24" 0.C., TYP. TRUSS PER PLAN IX 8" 8" 8" w/ (2)-3/4"0 THRU-BOLTS BASE & CAP R: J ''x PERIMETER DRAIN PER / / / BM. WIDTH x0'-10 w/ HSS COL. PER PLAN SOILS ENGINEER w/ Y2" PLYWD.D. 1OR 2 -0 (21 -YEA. 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(STAGGERED) X ON rTI rO ©' r ©fYP. 1 1©r rIrf J +6r�I S4 ��1� ©r n i 'i 161, z I S4 1 (N) W8x40 1� CANT. �� © TYP. �RJ�� 11 �I i (N) C.W. _ ��Jr © , N P--4 O L O +R 1 (E) I BM, _ ��e CONT. 2x6 LEDGER w/ J� +� Y4 FITTED STIFFENER 1 1 z� ,:. 4 (N) (1)-117/8 LVL �i _ + 2 -LEDGERLOK SCREWS h'_ EA. SIDE OF WEB P = H ,1 N ��+ © )16" O.C. TYP. \� (N) W6x25 ©J ��,. i L 4.114410, > _11 x � le- CO N� r© c' r� J J 1 1 1 _ X x ® �'�o�� 'yJ ^ 0 ^ I �� (N) (3)-2X6 F , �• P �S� �. �, 1 (N) 2x6's © 24" (N) W6x25 LO O J <456> G� T CONTACT ENGR. Ii +�, � �I TO REVIEW EXSTG. 1 O.C., TYP. tiJ r© �, r0 I z z 1 CONDITIONS UPON �J co S4 X _ 7 DEMOLITION r �Allk D 0 S4 7 1 I I (N) 3 -2x6 6ti (N) W6x25 Z1 1 G O 00 © © © TYP. © FO lil4 (E) BM. S4 O r �a LO J z ,.r J L , 0 1 �/IjJ 5(p© 2) H , z 1 r O © (N) W10x30 © F " �+ 2 ,<\,.°0,1. k� 5 III I `�J� --,0- T 1 1 tiJ�6 +6, - (N) W6x25 ©J '�� � 611 I J�� rG 0o�F oo C.-.)► I J � J � X11 +s �._ Allik J ~ ~ J+ \ I (N) W8x40 r© S4 1 1 N7 0_ (N) 11�/" B� .��• 1.8 TOP I — — — — - - - - TI — - - - `/y//////y�J, 0) Ic CHO ID TRU' © 24" O.C. .I 0 z H ITY . I CANT. v U ,--U r� 1 Alk r" 1-1 r• - 1 1 PACK WEBS (SOLID FOR H4NGER I 5^Iti _ z �� �o z N S4 Special Inspection required for all I ATTACHMENT w/ 5/8"0 THRU-BOLTS 5�ti+ S4/ T T L .. high strength bolting and welds © 24o.c. STAGGERED) ��� Th' �,+� N 2 -7Y LVL EO INV (N) (2)-71%. LVL E INV. / 0 (2c1 e , Q, 1��� I- L L-s .. : .. .. .►_.. —. I _..�� i QINV. .. 7— IEOINV. -- FT 11 J i JLiJ_ = /� 6- J. N (N) EXTERIOR HEADERS ARE: 6�(, (N) 7Y4 LVL STRUCTURAL `L+ \ RIP TO 7Y4" J SUB-FASCIA TO BE CONTINUOUS I +6, +6, 11 1 CC H X51 (3)-5Y2 LVL's w/ (1)-2x6 S4 DEPTH © EAVE (7J WHERE INDICATED, TYP. I ��1 TRIMMER & (1)-2x6 A TYP. \N)+6' L L-- M — O © RAFTER/TRUSS (N) 2x8 LOOKOUTS t- -in m--m II 1--��II�� Z- 1r.. -1 ] t� — -EN F 1 KING STUD EA. SIDE, TYP. 8c LOOKOUT BRG. UNLESS NOTED OTHERWISE © 24", TYP. /`L+ (N) EXTERIOR HEADERS A' . ��1 (3)-2x10's w/ (1)-2x6 \- M TN NORTH TRIMMER & (1)-2x6 designed by ROOF EPLAN SCALE: 1 /4" = 1 '-0" i�IIUU,IUU,,II� KING STUD EA. SIDE, TYP. / Ip,� UNLESS NOTED OTHERWISE NORTH drawn by DRP '► �mul PLAN NOTES FOR NEW FRAMING: UPPER FLOOR FRAMING PLAN SCALE: 1 /4 1= —0 ,��lll° q\ ' p" checked by TDH ' issued 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: mom PLAN NOTES FOR NEW FRAMING: 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 0 PERMIT 05/09/18 EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e 1. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: r::::::::: REVISED 08/16/18 NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: ® 2. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ REVISED 08/20/18 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 1 EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 3. ALL POSTS ARE LABELED AT THE TOP. SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 4. NEW ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40/20. 3. ALL POSTS ARE LABELED AT THE TOP. 5. " 0 " INDICATES CONNECTION TYPE - REF. 51 FOR SCHEDULE. 6. NEW ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). 4. FLOOR SHEATHING IS 1)/8" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 48 O.C. 7. ALL NEW ROOF RAFTERS ARE 11 3fi" BCI 6000 1.8's O 24" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 5. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH w/ FLOOR JOISTS UNLESS NOTED (DROPPED). 8. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). 6. " 0" INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. sheet 7. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). ( 1 o )) 0 JOB #1804- 12 10 °F P4 i 4_,h0.1' NORTH MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-0" IIIU�O��p�kiii,\ 09/14/18 PLAN NOTES FOR NEW FRAMING: 1. NEW INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: I I 2. EXISTING INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 3. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ❑ EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: e c ' N NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ® (7' `o rn SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 0 U ) 10) 4. ALL POSTS ARE LABELED AT THE TOP. z O) _ �o c oN 5. NEW FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN RATING 24 O.C. Uj a N O) 6. NEW WOOD BEAMS AT THIS LEVEL, EXCEPT HEADERS, ARE FLUSH w/ FLOOR JOISTS UNLESS NOTED (DROPPED). z 1 < k:',-.4:„ts (N) 5" CONCRETE SLAB ON 4" CLEAN Q .- m 7. "0 " INDICATES CONNECTION TYPE — REF. 51 FOR SCHEDULE. GRAVEL BASE ON UNDISTURBED GRADE J 0 OR COMPACTED STRUCTURAL FILL PER c 8. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). SOILS ENGINEER. REINFORCE SLAB w/ (n � 6x6—W1.4xW1.4 WELDED WIRE FABRIC c THROUGHOUT. PROVIDE 1Y4" DEEP U N in SAWN OR TOOLED CONTROL JOINTS CO VERIFY NEW WALL �.i `� 3,,.iv 10'-0" MAX. SPACING EA. WAY, TYP. LOCATIONS PER ARCH. 2 00 p- 7. ===.-/==7_ drrrz. •.==:2=7 z7: rl=_.==.rr�i D WL. (N) CON C. WALLS TO (E) 0 O 1 ��, Fi VERIFY ALL DIM.'s w/ ARCH. w/ #5 DWLS. x 24" EPDXIED CC D 0 m I J o" I PRIOR TO CONSTRUCTION & INTO 3/4"0x4" HOLES © 12" O.C. o J ��J� I �.�� 1 h — — — — — NOTIFY ENGR. w/ ANY & (2) DWLS. IN FTG., TYP. — i +6, 5 3 DISCREPANCIES I — - i + o �Poo 13'-5�8" 2'-5�g" — — xr — ,a 1 „ �� L- �_ (N) 6" CONCRETE SLAB ON 4" CLEAN I I d HI �`3J I , Oxy I n GRAVEL BASE ON COMPACTED ' i EXSTG. 4x8 PURLIN, TYP. +�, N — — — —I- — L J q STRUCTURAL FILL PER SOILS I I oo® "� 11 —� 4 I H _ L 2 ENGINEER. REINFORCE SLAB w/ #5's ®�. 90esem �� . 1111- MI ; z I > A © 16" O.C. (CENTERED). PROVIDE 1Y4" 2'-0" : N��'f v I ;n DEEP SAWN OR TOOLED CONTROL I �� " 6 �1� B ®� JOINTS © 10'-0" MAX. SPACING EA. I ,I,J S4 ++ 1 1 L _ WAY, TYP. I 08/20/18 I ru) J OH TYP. I c) #5 DWLS. x 1'-6" / -1I - I—Z _HI ��1sec) L — 4 V.I.F.%_ I 1 rr ° EPDXIED INTO ,OF- 7 4 I H u 0 J � _ 16"S4 0.C.,HOLES TYP © V.I.F. I (r p1 �xy �I H• ��// In C V O I I (N) T.O. SLAB � �-- T �t — H YP. J O TYP. �1 ��'J PACK WEB SOLID FOR co L — J �� I r.J ii_ HANGER ATTACHMENT co F — ��+6 w/ 5/s"� THRU—BOLTS © �Jy N J -4" PER ARCH. (N)T.O.W. = PER ARCH. 9-4 1 J 24 O.C. (STAGGERED) SSS 1H — -1 F T (N) T.O. SLAB =� ' In p (N)T.O.F. = 3 —0 (BELOW GRADE) 1 .`",� 1 1 0 I 16 1 �x1 'yJ a s 8 SIMPSON HDU8—SDS2.5 (S zo S4 E i� T BTWN. FLOOR ATTACHING J\� 8 H I— POST TO POST +6, z-- I BEARING PLATE SCHEDULE �� �9 o LI) TY . o 1❑ I= I I0 II 1 TYPE SIZE PLATE 1 _1 12 ' \ SIMPSON HDU8—SDS2.5 T1 1 1 1 I J S4 u HOEDOWN © (E) FDTN. 1❑ 5/8"x10"x0'-10 ,❑, 1 TO STUD PACK I I I , , 619 ❑2 5/8"x5Y2"x1'-0 1.❑•1 - b OH TYP. ��J J� L 1'—p„ m �T \ D — r— �7+6' / / o A � 1 1Y4" 0 t.i _lz 111111 11 HSS 3Y2x3Y2x3/s © 12" O.C. w/ 13 —5�8 15'-7�4 2�8 I // /" ❑ 5/8" x �� 2" CONC. SLAB ON 9/6"x28 GA. / // 4 ir \ , ,,,,z, -.‹ a — L — L -1— J_ — L — L i 'LJ L STL. DECKING (0.6C28 B / / I I °N 1 J rs VULCRAFT OR ENGR. APPROVED I— __ _// \ 5Y2 I J\� EQUIV.) REINF. w/ W.W.F. I- / — 1 +6 6X6—W1.4xW1.4 THROUGHOUT I_ _1 E 1 N' L = _ _ .� 1 I ATTACH DECK TO STRUCTURE WITH CI � CONTACT ENGR. UPON DEMO. � ° L v H ® 5/8" PUDDLE WELDS IN A 30/4 TO VERIFY FTG. SIZE. NEW SPREAD FOOTING SCHEDULE Dr] M <11 PATTERN. PROVIDE WELDED SIDE 1 ADDITIONAL CONC. MAY NEED t 1 I L IL _ — — — — — — S4 LAP FASTENERS © 36" O.C. In TO BE ADDED TO THE (E) FTG. TYPE SIZE REINFORCING T 11 7/8" BCI 6000 1.8‹ OR - - A 2'-0 x 2'-0 x 1'-0 (3)—#5's x 1'-6 EA. WAY �� FASTENER OPTION: ATTACH DECK TO J — — — — — — — — — _I B 2'-6 x 2'-6 x 1'-0 (3)—#5's x 2'-0 EA. WAY 1 1, 71 FII n STRUCTURE WITH HILTI X—ENP-19 L15 F jJ • C 3'-0 x 3'-0 x 1'-0 (4)—#5's x 2'-6 EA. WAY FASTENERS OR APPROVED EQUIV. IN BRG. CRAWLSPACE ® ola V.I.F. A 30/4 PATTERN. PROVIDE WELDED h': 5/8"x5Y2"x1'-0 ON 1" : S4 D 3'-6 x 3'-6 x 1'-0 (4)—#5's x 3'-0 EA. WAY rT(N) T.O. PLYWD. SIDE LAP FASTENERS © 36" O.C. MIN. SHIM & NON—SHRINK — E 4'-0 x 4'-0 x 1'-0 (5)—#5's x 3'-6 EA. WAY 1 ., ,T, GROUT w/ (2)—Y2"ox8" CD 10 TITEN HD SCREW 10 N F 4'-6 x 4'-6 x 1'-0 (5)—#5's x 4'-0 EA. WAY CD S4 S4 iv II o DWL. (N) CONC. WALLS TO (E) w/ #5 DWLS. x 24" EPDXIED (N)T.O.W. = V.I.F. SC H 7 INTO 3/4"0x4" HOLES © 12" O.C. (N)T.O.F. = 3'-4 (BELOW GRADE) STONE VENEER ANGLE SUPPORT & (2) DWLS. IN FTG., TYP. N 1-4 HEIGHT OF ANGLE EXPANSION I_ _I I — — VENEER SIZE ANCHORS — — — — — — — 11 UP TO 8' 4x4xY4 5/s 0 x 6" © 24" — 1— L _I I_ 8' TO 14' 4x4xY4 5/s"0 x 6" © 16" L + designed by M TNDRP L 3 drawn by 14' TO 19' 4x4x5/6 /4"O x 6Y4" © 16" TDH NORTH 19' TO 26' 4X4X5/8 3/4"0 x 6Y4" © 12" 4" II checked by k FOUNDATION PLAN SCALE: 1 /4" = V— ,, NOTES: issued 1. THIS SCHEDULE IS FOR NON—BATTERED STONE PLAN NOTES VENEER w/ A MAX. THICKNESS OF 6". CONTACT PERMIT 05/09/18 ENGINEER FOR OTHER CONDITIONS. 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONCRETE 2. LOCATE ONE EXPANSION ANCHOR AT 6" FROM ENDS REVISED 08/16/18 WALL & T.O.F.=TOP OF CONCRETE FOOTING. THESE ELEVATIONS RELATE TO 100'-0 AS A DATUM AT THE OF ANGLES AND MIN. 2 ANCHORS PER SEGMENT. REVISED 08/20/18 LOWER LEVEL, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 3. ANGLES MUST BE ORIENTED AS SHOWN. 4. MINIMUM EMBEDMENT IS 5". 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. 3. STEPS IN TOP OF CONCRETE WALL INDICATED: 4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 5. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED w/ ARCHITECT AND CONTRACTOR. sheet 6. POSTS FROM ABOVE ARE INDICATED: ® , STEEL COLUMNS FROM ABOVE ARE INDICATED: 0 o 7. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS PRIOR TO EXCAVATION, SEE ARCH. FOR NEW WALL LAYOUT. 8. EXISTING CONSTRUCTION (E) IS INDICATED THUS ( ), NEW CONSTRUCTION (N) IS INDICATED THUS ( ). JO3 #1804- 12 iti.iti OF.10 ,e,„2 . . .,,c - DESIGN CRITERIA: 285 FOREST ROAD REMODEL JOB #: 1804-12 as required by the manufacturer. 3. 3/4"95 4" n. 1Ys OSB rims shall be APA Performance Rated Rim Board material. 1Y4" OSB structural f. Epoxy anchors called for on the drawings shall be "Epcon" or "Rawl" or "Simpson" orb Roof Live Load (Snow) 100 psf sub-fascia material shall be equivalent to Boise Cascade Versa-Strand 0.8. approved equivalent anchor systems. Minimum embedments, if not specifically indicated on lei710 Roof Dead Load 20 psf o. Laminated veneer lumber (LVL) shall be 13/4" wide and have the following minimum the drawings, shall be according to the manufacturer's specifications. A 3 3 E VI A TI O\ LIST Floor Live Load 40 psf properties: g. All welding shall be done by an AWS qualified welder. Welds not specifically indicated shall 09/14/18 Floor Dead Load 15 psf 1. Flexural stress 2600 psi be 3/6" fillet welds across the full length of the joint. A.B. ANCHOR BOLT LAM. LAMINATED Deck Live Load 100 psf 2. Modulus of elasticity 1,900,000 psi h. Delay painting within 3" of field welds until welds are completed. A.F.F. ABOVE FINISHED FLOOR LONGIT. LONGITUDINAL Deck Dead Load 60 psf 3. Tension parallel to grain 1850 psi i. Where corrosive soil conditions exist, steel angles that are used to support exterior stone A.F.G. ABOVE FINISHED GRADE LTWT. LIGHTWEIGHT Wind (3 Second Gust) 115 mph (Exp. B) 4. Compression parallel to grain 2310 psi veneer shall be galvanized and shall be attached to the foundation with galvanized or ADJ. ADJUSTABLE LVL LAMINATED VENEER LUMBER RISK Design Category II 5. Compression perpendicular to grain (parallel to glue line) 750 psi stainless steel expansion anchors. ANCH. ANCHOR LSL LAMINATED STRAND RIM MATERIAL Seismic Design Category EXEMPT 6. Horizontal shear 285 psi j. All grout beneath column base plates and steel beams at bearing shall be non-shrink, APPROX. APPROXIMATELY MAX. MAXIMUM IBC/IRC Edition 2015 7. Connection of multiple-member beams: non-metallic type grout. Grout shall have a minimum compressive strength of 2500 psi. ARCH. ARCHITECT MECH. MECHANICAL A. Top-loaded beams SPECIAL INSPECTIONS: i) For members 12" deep or less, nail each member to the next with 2 rows BD. BOARD MAT L MATERIAL STONE/BRICK VENEER: BLDG. BUILDING MANUF. MANUFACTURER N of 16d nails at 12" o.c. c - N a. Special Inspections shall beprovided according2015 IBC Chapter 17. BLKG. BLOCKING MIN. MINIMUM CD ro P P P ii) For members greater than 12" deep, nail each member to the next with 3 a. Anchored stone or brick veneer and its attachments shall conform to IBC Section 1405.6 BM. BEAM (N) NEW .0 rn I b. Continuous Inspection shall be performed for field welding (except single-pass fillet welds rows of 16d nails at 12" o.c. with a wire tie to the structural backingfor every2 square feet of veneer. N 1 rn q BOT. BOTTOM NOM. NOMINAL °) ,71- less than 5/6"), and anchor bolts where indicated on the foundation plan. B. Side-loaded beams b. Unless noted otherwise, provide loose lintels over openings as follows, one angle for each B.O.W. BOTTOM OF WALL N.W. NORMAL WEIGHT U -o ' 0) c. Periodic inspection of steel construction elements shall include material verification in i) For two or three member beams, nail each member to the next with 3 4" of wall thickness, longlegvertical, to bear 4" minimum each end: Z °'.. accordance with these drawings, manufacturer's certificate of compliance, snug-tight BRG. BEARING O.C. ON CENTER _ g p rows of 16d nails at 12" o.c. 1. Openings to 4'-0" 3Y2" x 332" x Y4" CANT. CANTILEVER OPNG. OPENING c o 0 bolted joints, Y4" and smaller welds, reinforcingsteel, epoxy anchors, and anchors installedii) 1/2" Y4" C.J. CONTROL JOINT OSB ORIENTED STRAND BOARD (� N O) P Y For four member beams, bolt through with 2 rows of diameter bolts 2. Openings 4 -1 to 6 -0 4" x 332 x in hardened concrete. CMU CONCRETE MASONRY UNIT PLATE .� at 12" o.c. OPTION:In lieu of thru-bolts, use (2)-rows TrussLok screws © 3. Openings 6'-1" to 8'-0" 5" x 3Y2 x Y4 d. Special Inspections shall be performed for shear walls, shear panels, and diaphrams where 12" O.C. each side (stagger from each other and stagger at each side). 4. Openings 8'-1" to 10'-0" 6" x 3Y2" x 5/6" CEM. CEMENT PLYWD. PLYWOOD Z 1 the fastener spacing of the sheathing is 4" on center or less according to Section CENTERLINE PKT. POCKET iii) For members consisting of more than four members, contact structural (Multiple angles shall be oriented back-to-back) H N 1705-11. CLR. CLEARANCE R.O. ROUGH OPENING -I engineer. c. Stone or brick veneer shall be supported on dry-stack CMU units to the foundation, or e. The structural engineer does not provide special inspections. Periodic observations of COL. COLUMN RAD. RADIUS q. All lumber used in construction shall have a maximum moisture content of 19%. provide steel angle support per details on the drawings. (n '- construction by the structural engineer are not to be considered special inspections. _ CONC. CONCRETE REF. REFERENCE r. Unless made of treated or naturallydeco resistant wood, all deck beams andjoists Z 1 Y GENERAL REQUIREMENTS: CONN. CONNECTION REINF. REINFORCE/REINFORCEMENT 0 0 FOUNDATION DESIGN: (including glue-lams) wider than 11/2" shall be sealed and flashed at the top surface per CONT. CONTINUOUS REQ'D REQUIRED 0 CN 00 architect. - N 'n s. Drivepins specified onplan shall bepowder actuated fasteners byRamset, Powers, Hilti, a. Structural erection and bracing: The structural drawings illustrate the completed structure CONST. CONSTRUCTION RET. RETAINING 0 LU2 CO a. Design of individual and continuous footings is based on an assumed maximum allowable P C.P. CRIPPLE POST REV. REVISION 00 or approved equivalent. Fastener and load size shall be determined according to with all elements in their final positions, properly supported and braced. The contractor, D x bearing pressure of 1500 psf (dead load plus full live load). C.W. CRIPPLE WALL R.S. ROUGH SAWN + 0 manufacturers recommendations for materials being attached. in the proper sequence, shall provide shoring and bracing as may be required during p U b. Foundation and retaining walls have been designed using an assumed lateral pressure of construction to achieve the final completed structure. Contact structural engineer for DBL. DOUBLE SCHED. SCHEDULE m t. Framing Notes: P 9 D J 55 pcf. DET. DETAIL SECT. SECTION L 1. Exterior walls: consultation (not in contract) as required. IC +J o - c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per b. Shopdrawings: Submit shopand erection drawings for structural steel, steel deck, DWL. DOWEL SH T. SHEET 0 j the recommendations of the geotechnical engineer, below frost depth. A. All exterior walls are 2x6 studs © 16 o.c. to a maximum height of 12 -6 2x6 9 g DWG. DRAWING SIM. SIMILAR d. Provide continuous foundation drains around theerimeter of all basement walls and at studs © 12" o.c. to a maximum height of 14'-6", and (2)-2x6 studs © 16" to manufactured wood joists and glue-lam beams to engineer for review prior to fabrication. PThis review is for general compliance with the intent of the structural design. The EA. EACH S.I.P. STRUCTURAL INSULATED PANEL the base of retainingwalls. Contactgeotechnical engineer for details. a maximum height of 17'-4 unless otherwise noted. Walls taller than 17'-4 �a�.; 9E.J. EXPANSION JOINT SPEC. SPECIFICATION ^• � e. A representative of thegeotechnical engineer shall verifysoils conditions and types duringshall be framed with manufactured laminated studs. Contact engineer for architect and/or contractor are responsible for checking quantities, dimensions and �e, /�'� ., P 9 YP 9 ELEV. ELEVATION SQ. SQUARE _ ..-g coordination with other trades. p�Efr . ' excavation. Because geotechnical information was not available at the time of preparation spacing requirements, if not indicated on plan. Cap with a double top plate ENG. ENGINEER STD. STANDARD , ?,9®" t��°�® installed toprovide overlapping at corners and at intersections with other c. Dimensions: Check all dimensions against architectural drawings prior to construction. Do �� n Vej. of the construction documents, we have used assumed values based on similar sites in pp g EQUIP. EQUIPMENT STL. STEEL I the area. Construction of the foundation maynot proceed without verifying these values. partitions. If overlap is not possible, strap top plates with metal strap ties not scale drawings. <`� 0 Y g d. Construction practices: General contractor is responsible for means, methods, techniques, EQUIV. EQUIVALENT STRUCT. STRUCTURAL 4 i � Report any discrepancies from design assumptions to structural engineer for re-evaluation (Simpson ST292 or equivalent). sequences and procedures for construction of this project. Notify structural engineer of EXSTG. EXISTING T&B TOP & BOTTOM '6 ®� of foundation design. B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall " °v �� omissions or conflicts between the working drawings and existing conditions. Coordinate (E) EXISTING T&G TONGUE (Sc GROOVE ";,® ®°® f. Backfill around and above structural buttresses and retaining walls shall be trusses unless approved by engineer. requirements for mechanical/electrical/plumbing penetrations through structural elements EXP. EXPANSION T.O. TOP OF VSIONA°' compaction-tested per the recommendations of the geotechnical engineer. C. Floor or roof framing members must be aligned to bear within 5 inches of the g. Do not backfill against retaining walls until supporting elements (such as floor framing) are studs beneath. with structural engineer. Jobsite safety is the sole responsibility of the contractor. All EXT. EXTERIOR T.O.C. TOP OF CONCRETE methods used for construction shall be in accordance with the latest editions of the F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING in place and securely anchored, or adequate shoring is installed. Concurrent backfilling of D. Provide 7/6 thick APA rated sheathing (plywood or OSB) rated 32/16, exposure IBC/IRC. FDTN. FOUNDATION T.O.L. TOP OF LEDGE each side of a free-standing retaining wall to final grades as indicated on plan or section 1, at exterior face of exterior walls. Block all horizontal joints and nail panels FLR. FLOOR T.O.M. TOP OF MASONRY 08/20/18 is required unless temporary shoring is installed. with 8d x 2" nails at 6" maximum spacing along panel edges and at 12" e. Details not specifically shown on the drawings shall be constructed in a manner similar to h. Verifytype of fill with soils engineer and structural engineerprior to the details that are shown for like conditions. These items shall be brought to the FRMG. FRAMING T.O.W. TOP OF WALL YP 9 9 backfilling. maximum spacing along intermediate supports. FTG. FOOTING THRU THROUGH attention of the structural engineer as soon as possible for approval. Approval shall be E. Provide 32 thick gypsum wallboard at interior face of exterior walls. Block all GA. GAUGE TRANSV. TRANSVERSE REINFORCED CONCRETE: obtained prior to installation. horizontal joints and nail panels with #6 x 134 drywall screws at 4" maximum e. All waterproofing and flashing is the responsibility of the architect and contractor. GALV. GALVANIZED TRTD. TREATED (� `'I spacing along panel edges and at 16" maximum spacing along intermediate f. It is the responsibility of the contractor to contact the structural engineer at the GEN. GENERAL TS TUBE STEEL COLUMN a. Concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI supports. appropriate time to perform site observation visits. Observation visits to the jobsite by G.L. GLUE-LAM TYP. TYPICAL T � 318) as adopted by Chapter 19 of the 2015 IBC. F. Provide (3)-2x10 headers over all door and window openings, with one 2x6 the engineer are for determination of general conformance with the construction GYP. GYPSUM/GYPCRETE U.N.O. UNLESS NOTED OTHERWISE �1 b. Structural concrete shall have a minimum 28-day compressive strength of 3000 psi. trimmer and one 2x6 king stud each end, unless otherwise indicated. documents and shall not be construed as inspection. HDR. HEADER VERT. VERTICAL c. Concrete shall be proportioned using Type I-II sulfate-resistant cement. Admixtures 1 -4 G. At beam bearing locations in stud walls, provide multiple-stud posts equal to g. Though every effort is made to provide a complete and clear set of construction HORIZ. HORIZONTAL V.I.F. VERIFY IN FIELD containing chloride salts shall not be used. width of bearing member unless noted otherwise. documents, discrepancies or omissions may occur. Release of these drawings anticipates HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE p--q d. Cold weather concreting procedures shall be provided as recommended in the ACI Manual 2. Interior Load Bearing Walls: cooperation and continued communication between the contractor, architect and engineer HT. HEIGHT W.P. WATERPROOF of Concrete Practice. �J A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) © 16to provide the best possible structure. These drawings have been prepared for the use of INT. INTERIOR W.W.F. WELDED WIRE FABRIC e. Anchor bolts for beam and column bearing plates shall be placed with setting templates. o.c. with Y2 gypsum wallboard with #6 x 1Y4 drywall screws at 4" maximum a qualified contractor experienced in the construction techniques and systems depicted. INV. INVERTED WD. WOOD rT Il f. Expansion bolts and epoxy anchors shall be located at a minimum of 6 bolt diameters h. Existingstructures: Contractor shall be responsible for verifying dimensions, elevations, �1 from concrete edge and spaced at a minimum of 10 bolt diameters unless noted spacing along panel edges and at 16 maximum spacing along intermediate P Y 9 JST. JOIST w/ WITH supports at both sides of wall, unless noted otherwise. Capwith a double topframing, foundation and anything else that may affect the work shown on the drawings. K KING STUD w o WITHOUT otherwise. PP / g. Anchor bolts for wood sill plates shall be placed at 4'-0" maximum spacing with one plate installed to provide overlapping at corners and at intersections with other Underpinning, shoring and bracing of existing structures shall be the responsibility of the partitions. If overlap is not possible, strap top plates with metal strap ties contractor. anchor bolt at 12" from each end or corner and a minimum of two anchor bolts per (Simpson ST292 or equivalent). STEEL DECK: /,' ,‘,.,*piece. CONNECTION SCHEDULE NOTES B. Floor or roof framing members must be aligned to bear within 5 inches of the h. Concrete floor slabs shall have sawn or tooled control joints at a maximum spacing of studs beneath. a. Steel roof and floor deck shall be the depth, gauge and rib type indicated on the drawings. 10'-0" in each direction. Locate control joints along column grid lines where possible and ® SIMPSON H5 C. Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 or A.446 having a provide slab isolation joints around columns. trimmer and one 2x4 or 2x6 king stud each end, unless noted otherwise. minimum yield strength of 33 ksi. © SIMPSON LSSUH310 PACK WEBS & HANGER SADDLE w/ BLKG. i. Concrete coverage for reinforcingteteel: c. Deck shall be manufactured and erected in accordance with standard recommendations of the D. At beam bearing locations in stud walls, provide multiple-stud posts equal to � 1. Concrete cast against and permanently exposed to earth: 3 Steel Deck Institute. © SIMPSON HU11 BIRDSMOUTH LVL RAFTER AS REQ'D. 1=1 2. Concrete exposed to earth or weather: width of bearing member unless noted otherwise. P 3. Floor Construction: d. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic primer. Where O. SIMPSON LSSU28 A. #5 bar and smaller 1 1/2" 3 " deck is used as a concrete form, the side of the deck in contact with the concrete shall be B. #6 through #18 bar 2" A. Provide /4 thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, 9 exposure 1. Glue and nail panels to all supports with 8d nails spaced at 6" phosphatized but not painted. E© SIMPSON LUS48 INVERTEDCD 3. Concrete not exposed to weather or in contact with ground: „ e. Openings larger than 6" in diameter shall be approved by the structural engineer prior to l along panel edges and at 12 along intermediate supports. Install sheathing 0. SIMPSON HHUS5.50/10 A. Slabs, walls, joists (#11 bar and smaller) 3/4 with long dimension perpendicular to joists and end joints staggered. being cut into the deck. � j B. Beams, columns 1 1/2" f. Useweldingwashersfordeckwith thicknesslessthan18 B. Provide solid blocking between floor joists at all bearing locations. Blocking gauge. © SEE DETAIL 5/S4 i ‘,.,, CD REINFORCING STEEL: material shall match the floor joist material. 2015 IBC FASTENING SCHEDULE* ® SIMPSON CJT3 L) 4. Roof Construction: A. Provide 5/s" thick APA plywood sheathing rated 40/20, exposure 1. Install *THIS ISA PARTIAL SCHEDULE. SEE IBC TABLE 2304.10.1 FOR FULL SCHEDULE I© JL3x3x0'-3 w/ 5/$"0 THRU-BOLT INTO BM. & WELDED TO HSS JOIST a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI sheathingwith longdimension perpendicular to rafters or trusses and end joints •� Manual of Concrete Practice. P P JO SIMPSON HH6 ,, b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTM staggered. Nail with 8d nails spaced at 6" along panel edges and at 12" along CONNECTION FASTENING ab E 1 N Specification A615 and shall be grade 60 except ties, field bent bars where permitted by intermediate supports. KO SIMPSON LUS26 B. Plywood sheathing shall be applied continuously over the primary roof members Joist to sill or girder 3 - 8d common toenail 3 �� note on plan, or bars to be welded, which shall be grade 40. © JL4x4xY4x0 -5Y2 w/ (2)-/4 D THRU-BOLTS EA. LEG OR WELD c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless (rafters or trusses) below overframed areas to provide adequate lateral stability. 3 - 3" x 0.131" nail specifically approved by engineer. C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. 3 - 3" 14 gage staple ©M SIMPSON U66 d. At corners, make horizontal bars continuous or provide corner bars. Around openings and See nailing schedule. Bridging to joist 2 - 8d common toenail each end a SIMPSON OHU66-SDS3 D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing 2 - 3" x 0.131" nail steps in concrete, provide (2)-#5 bars extending 2'-6" beyond edge of opening or step. g g 2 - 3" 14 gage staple ^� e. Extend reinforcing steel a minimum of 2'-6" through cold joints. Unless specifically locations. Blocking material shall match rafter, truss chord, or lookout material. located on plan or details, coordinate coldjoint locations with engineer. 5. Wind Bracing: Sole plate to joist or blocking 16d at 16" o.c. typical face nail 1. UNLESS NOTED OTHERWISE, USE THE MAXIMUM NAILING REQUIRED BY THE MANUFACTURER. 1 9 3" x 0.131" nail at 8" o.c. 2. ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL both f d llbonaces with d thgypsum wallboard h h hiare sheathed feet l 4 Walls overong which f. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric a A. 3" 14 gage staple at 12" o.c. HAVE A SIMPSON ZMAX OR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT minimum of one full mesh plus two inches. Laps shall be wired together. and are indicated as shear walls on plan have been designed to resist wind P 9 ARE GALVANIZED PER ASTM A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER forces in accordance with Table 2306.3(3) of the 2015 IBC. walls plateantto joist or blocking at braced MEMBRANES. rT g. Epoxy adhesive for reinforcing dowels shall be "Hilti" or "Simpson" or approved equivalent p 3 - 16d per 16" braced wall panels adhesive systems. Minimum embedments, if not specifically indicated on the drawings, B. At interior shear walls, screw 32 gypsum wallboard with #6 x 1Y4 drywall screws (4)-3" x 0.131" nail per 16" shall be according to the manufacturer's specifications. at 4" max. spacing along wall edges and at 16" max. spacing along (4)-3" 14 gage staple per 16" CD h. Metric bar size conversion table: intermediate supports at both sides of wall, unless otherwise noted. Top plate to stud 2 - 16d common end nail METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 C. Exterior plywood or OSB wall sheathing is required unless specifically deleted by 3 - 3" x 0.131" nail INCH-POUND #3 #4 #5 #6 #7 #8 #9 #10 #11 engineer. 3 - 3" 14 gage staple I-JOIST OR LVL Stud to sole plate 4 - 8d common toenail HEADER TO MATCH STRUCTURAL WOOD FRAMING: STRUCTURAL GLUED LAMINATED TIMBER: 4 - 3" x 0.131" nail DEPTH OF FLOOR H CC 3 - 3" 14 gage staple L J L J a. Materials, manufacturer and quality control shall be in conformance with AITC Product JOISTS a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas 1Il Standard PS 66-82, "Structural Glued Laminated Timber". 2 - 16d common end nail X Fir-Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall 3 - 3" x 0.131" nail Q ° b. Laminated members shall be fabricated using Douglas Fir with the following combination be Douglas Fir-Larch #2. 3 - 3" 14 gage staple cn cn cn b. Studs shall be Studgrade and better Douglas Fir-Larch or Hem Fir. symbols: 9 Double Studs 16d at 24" o.c. face nail ".71- c. c. Built-upposts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 1. 24F-V4 DF/DF Simple-span beams1 m J 9 3" x 0.131" nail at 8" o.c. m m M TN 2. 24F-V8 DF/DF Continuous or cantilever beams 3" 14 gage staple at 8" o.c. 0 L J studs per plan and shall be nailed together with 2 rows of 16d nails © 6" on center along g g p designed by each stud. 3. 3 DF Columns Double top plates 16d at 16" o.c. typical face nail r 1 r 1 DRP d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows c. All members shall be Architectural Appearance Grade, unless indicated otherwise by the 3" x 0.131" nail at 12" o.c. drawn by of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts architect. 3" 14 gage staple at 12" o.c. checked by TDH spaced at 24" on center. d. Protect members from damage or exposure to moisture prior to and during construction. e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better. Plates e. Adhesive shall meet the requirements for wet conditions of service. Double top plates 8 - 16d common lap splice issued directlyon concrete walls or slabs shall bepressure-treated Hem Fir 2. f. Do not camber laminated members unless indicated on the drawings. 12 - 3" x 0.131" nail placed # g. Glued-laminated timbers that are exposed to weather and not protected by a roof or 12 - 3" 14 gage staple typical face nail TYPICAL PLUMBING/MECHANICAL HEADER SCALE: 3/4" = 1 '-0" f. Ledgers attached to concrete walls shall be treated Hem Fir #2, or if LVL material is used, similar covering shall be pressure treated or be manufactured from Alaska Yellow Cedar Blocking between joist or rafters 3 - 8d common toenail PERMIT 05/09/18 shall have a continuous waterproof membrane between the concrete and the wood. with the following combination symbols: to top plate 3 - 3" x 0.131" nail g. Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a / 3 - 3" 14 gage staple REVISED 08/16/18 treated 2x6 bearingblock. Provide 1 " clearance around end of wood beam. Block against 1. 20F-V12 AC AC Simple-span beams P providepp g 2. 20F-V13 AC/AC Continuous or cantilever beams Rim joist to top plate 8d at 6" (152mm) o.c. toenail REVISED 08/20/18 sides of beam pocket with treated 2x blockingto lateral support for beam. 3. 70 AC Columns 3" x 0.131" nail at 6" o.c. SEE FRAMING PLANS h. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column3" 14 gage staple at 6" o.c. FOR HEADER SIZE above shall be provided within floor joist spaces and in wall spaces below. Door or window STRUCTURAL STEEL: Top plates, laps and intersections 2 - 16d common face nail trimmers consisting of a single stud do not require special blocking in the joist space. 3 - 3" x 0.131" nail i. Except as noted otherwise, minimum nailing shall be provided as specified in the 3 - 3" 14 gage staple PLAN "Fastening Schedule" in the IBC. a. Structural steel shall be detailed, fabricated and erected in accordance with the most continuous header, two pieces 16d common 16" o.c. along edge PROVIDE A MINIMUM - Bolts used for wood framingconnections shall be installed with standard washers and nuts. current editions of AISC Specifications and Code of Standard Practice. OF ONE KING STUD, j. Continuous header to stud 4 - 8d common toenail k. Unless noted otherwise, steel connectors such as those manufactured bythe Simpson b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and OR AS SPECIFIED ON P angles shall be ASTM A36. Round or rectangular HSS shapes shall be ASTM A500 grade Rafter to plate 3 - 8d common toenail Company shall be used to join rafters, joists or beams to other beams at flush-framed 3 - 3" x 0.131" nail conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize B. 3 - 3" 14 gage staple POSTS SPECIFIED ON PLAN Type U or Type HU hangers of a size specifically designed for the member supported, as c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts YP YP g p y g pp and bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4 O unless Built-up corner studs 16d common 24" o.c. INDICATE TRIMMERS ONLY AND shown in the manufacturer's published tables. Contact structural engineer for details as 3" x 0.131" nail 16" o.c. DO NOT INCLUDE KING STUDS noted otherwise. sheet required. 3" 14 gage staple 16" o.c. d. Typical framed beam connections shall consist of pairs of Y4 angles using the maximum Joist to band I. Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall 3 „ joist 3 - 16d common face nail TYPICAL WINDOW DOOR HEADER >> ' be ripped to match the width of the wall or beam flange. Nailer plates supporting top number of /4 O bolts called for in Table 10-1 or combination bolts and welds in Table 5 - 3" x 0.131" nail WINDOW/DOOR 3/4 = 1 -0 E� flange hangers from one side only shall be installed flush with the face of wall or beam 10-2 of the AISC Manual (Fourteenth Edition). 5 - 3" 14 gage staple ) flange at the hanger locations. e. Expansion bolts shall be wedge type "Hilti" or "Rawl" or "Simpson", or approved equivalent NOTES: m. Manufactured joists shall be from an approved manufacturer and shall be equivalent in with the following minimum embedments: For Sl: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. JAB #1 804- 12 load carrying capacity and deflection criteria to BCI 6000 series joists in the depths and 1. Y2 0 2Y2 b. Staples shall have a minimum crown width of 7/16 inch. spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories 2. 5/8"0 3" t1 CIF k4/ I ec CI ..../ ....,-- --......N -_-.. l'71. tp 4-il I ojicroj ( / 09/14/18 4(0 ( V � XXX / iii / _ / / * / / SITE COVE A E STATISTICS / W / / 12 14 16 18 c6ZZo , V /j / � 1 z \ / / 1W71- / / 22 4 6 8 / / / Total Lot Area 21,862 s.f. (0.502 acres) ::: // - / \ yW // � ,v , . * / / / o / / / Landscape Area Required 13,117 s.f. 11 / W / / �-y \/2, / / 00 / ,i / / ����' ��" (60% of Lot Area) / (`W N al • / / / / / / / / / ' ■ ■-■-■-I6111111 1 1 1 1 L m / 11111111111111111111111■1�._ Lot Area 21,662 s.f. / • ■-■-■ ■ ■ 1 1 1 1 1 1 1 LESS / _(v 2 / / ' BuildingCovera e (4,3q4 s.f.) ❑c, • / �/ • ��� r �2a/ : 1 1 1 1 1 1 1 1 1 1 1 1 `� / v � /� J \ 1 11 1 1 1 1 1_ 1 1 1 1 1 1 1 riveay Coverage (1,2x6 s.f.) =56qo s.f. / � 1111 IIIIIIIIIII +1111111 �/ m s , r 7 Total Landscape Area Provided 16,1,2 s.f. / / , D1I1111111111111111 . CIL) W Total Hardscape Area Provided l,gg5 s.f. (123%) / \�/�►J 1 1 1 1 1 7.III. 1 p / r III 1 1 1 1 /.. ° o p Zoo 6 4: V .. iV��, ``'*iiv1� I�1�1�1�1�1 Total Softscape Area Provided 14,111 s.f. (61.1%) ,4� / / / i �� 1 1 IIW.: =-Ld m / / / 7---- ----- --- -- \ -41W-'111 k f Aii,log, 1 ! spopriv:;.,:. . . ___ ____ ./... o a) Lau_ 13, (73 (xi - / / ( OI f �C�r� 111111111/1•,0 4o 1— / 11111111/!° o / / / / - / / / 7 / / f � , �22 �.� CI- / ` �:.; �C► ' 1111111119• x Z CI / // / � �`NY < un / / / /v \ , �'ft �I% / 11111111,. . w J / / ) / / \ � / i . _ � � � , 111 : / / / / c , 111111►. / \\/ / I `` 71111N / / / / / I - v* r .. / / • _ _ 25.3' / / ��� x / / / _ _ I / I� ll I Ico \ / / 11=III—�=II a? l • � �, / / / SLI _ ���siits / 1:�� 1h 41111iiillif,,,:::.. ..,,•.:. � / / / / / i�ip ~' % , I _ • 0 \ft- .0. 11111111M + L r -,- ...: .; +_.vi k : . .. .. ., / / N I / �[�►• v / IwO4 �o / JIIII \ <> 0 I , : in /o / / / c0 / / / cy I 1pam& 4► \III/�j Q 0 / 4 / / / / / ç1/+ V / / • 27.1 ' N / /Ilil�i� / / / / / � / ■ 1 Illiiii111111.... . / `-- / Wr 4" AWAM4110A I I I 1 -I'r) ' -G----- . 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I • _ L J �/ 0 0 —\ / ' ;n 1 .0' W P r 32.3' /r„ 1 I V Z / \ / Q �/ • • _ -0 ED z ,v ,) / f / ❑ pq Y 1 . / m c0 at / / / V WCe _i 3 DX@s- � \ �� � I . - El 1.-• I-- < IZ Lej 0 i 1 a. vr V / I / 4.• _ I meg y Y• ® A _c Llo o vw -.I 0"" Q \J Qi alt CL , ❑ V eAa \ ,.,W D 1 I \ au > If 7-n II c.1- 1 K/0- Qin a INI CL V .>: / • 1 I �1 O W 3N CU 24.5' W ♦ o / 3 Ci •- o • // y �O / 19.5' / N 2 _ / / ® I 4?...) fB ® . � N o N / 8.7 , � � I In •> > 2 ® _ / w I _ 230 v / O J \f,--- , ; 1 \ 4 / = (-.1 a / / 10 I a3 -4' / )/ 7 A ' 7 / 7 WI* 0 00 CO _I CN1 • )t.-____..%/ 4_ _.7, N I \ I -?/1 / ' NII))< --- _11(.,i4ff -'1- 1"..,/ / i CO / // / / 1 II / J I ( ---- ----, / tos I N mL2 / / \ _/ � 1� \ . • I / / .r \ M14 - \ / / o ,------113-z_-___ _ / ig \ \ I I \ \ YC)♦ 12.5 i (' O -111_III�_ /- / \ / / 16 August 2018 i� _ i , ,„„ , \ I I + o N `� —III �,_ _ -/ _ / / 8 / / 33.6 niir. 3N 'ILII .� _ T / / I co 1 I q a I ' WJ ci / ( / / cn Q Ce oo ' Illi ^ J z y) C / / ( k --1---- \ / i W I Z4---- ----------- I 40. ;I 11111 / 0 _ yam \ / /I / � � ( 0 / / �� © ( ) o * I v �/ ,,,' \�� 23.7' \I •,, ___.-1 in I 1 i.II / ------------- -__________ Title: 1 II / 'o� 9� l 1liefffelLYZ1111---- 111M �= ❑3 I Landscape co oi / III_ `�o' *9 ill ced 1 Seo l ON �I14 I /,\ 40 --) 1--- Coverage Plan 1 I �� �•�Z V 111 1 , I�I� gip• I / / �� ® �` w / * \ / III= -- 11111— 1 , ti ,"/ / ,1, \ , 9 \� \ \ � I \ • i � • � /'�� / "/ 7/ / / A / _ _/ \ f / ,-_.,1 _ . I inid IF \ \ Z /i 4 / \,....„,/ •! Scale: 1 y 7\ A 11_11_011 W� Li q / Sheet: z -' ^ a o o 3v 8 4 0 8 16 24 L3 SCALE: I/8" = I'-O" © Ceres Plus, LLC. 2018 ,„:17400s44, 4,410 Id M. -'74 4iim AM]IP PLANT LEG END S RAPH I G LEG END L I GHT I NS LESEND 09/14/18 SYMBOL QTY. BOTANICAL NAME COMMON NAME SIZE SYMBOL DESCRIPTION SYMBOL QTY. DESCRIPTION MANUFACTURER MODEL 10.1 OF go \p\\III///psi + = 3 PI GEA PUNGENS 'MONTGOMERY' MONTGOMERY SPRUCE 5 GAL. / \ • 12 RECESSED WALL LIGHT BRUCK LIGHTING BLSYIII76 .fit/AlllllA\e�� ( * EXISTING SPRUCE,PINE,OR FIR TREE TO BE PRESERVED. SEE SURVEY FOR SIZES. II GALAMAGROSTIS AGUTIFLORA FEATHER REED GRASS 5 GAL. \ �- 6 PATH LIGHT HAG LIGHTING 6061-27BZ I, 'KARL FOERSTER' / HELIGTOTRIGHON ____ p a SEMPERVIRENS BLUE AVENA GRASS 5 GAL. / \ 45 LF RECESSED ROPE LIGHT WAG LIGHTING LED T02427 I0 \ 70 I GAL. ( • EXISTING ASPEN TREE TO BE PRESERVED. m \\\� 6 ASSORTED GROUND GONERS AND PERENNIAL FLOWERS FLATS \ ci l SEE SURVEY FOR SIZES. n cn w REVEGETATE ALL DISTURBED AREAS WITH NATIVE GRASS 4 oo , WILDFLOWER SEED MIX ;� EXISTING TREE TO BE REMOVED. SEE1 SURVEY FOR SIZES. m LU Cr 011) CC Cr) O 0 H ..:n - LI, w Q PLANT I NS NOTES 4 SPECIFICATIONS: U I. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE Ah rhtOXIMATE.QUANTITIES SHOWN ON THE PLANTING cc pp LEGEND ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR ONLY. PLANT SYMBOLS TAKE Q PRECEDENCE OVER PLANT QUANTITIES SPECIFIED WITHIN THE LEGEND(5). (1) w O a 0 I- 2. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF THE DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS a ` SHOWN. U O (0) 0 U 3. LANDSCAPE CONTRACTOR SHALL APPLY A CONTACT HERBICIDE,WHERE WEEDS ARE PRESENT,PER MANUFACTURER'S z v SPECIFICATIONS,PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. WEEDS SHALL BE ALLOWED TO < tip COMPLETELY DIE BACK, INCLUDING THE ROOTS BEFORE BEGINNING WORK. w 4. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES 4 PESTS. m m 5. ALL CONTAINERIZED PLANTS NEED TO BE TO EDGE OF CONTAINER 4 HOLD ROOT BALL TOGETHER. N X 6. PRIOR TO PLANTING,THE IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND PLANTING AREAS SHALL BE MOISTENED. 0 CO 7. ALL PLANT MATERIAL SHALL BE PLACED IN PI T5 HAVING A MINIMUM DIAMETER OF 150 PERCENT OF THE PLANTS TOTAL u ROOT BALL OR CONTAINER VOLUME. 0 8. PERENNIAL BEDS SHALL BE BACKFILLED WITH A 3d RATIO OF TOPSOIL 4 COMPOST TO A DEPTH OF 8". +J v) q. ALL SHRUBS SHALL HAVE THE ROOT GROWN PLANTED I" ABOVE THE SURROUNDING FINISHED GRADE. 0 CL 10. ALL SHRUB BEDS SHALL BE MULCHED WITH TWO(2) INCHES SHREDDED BARK MULCH THROUGHOUT ENTIRE BED. PERENNIAL PLANTING BEDS SHALL NOT RECEIVE BARK MULCH COVER,BUT BE TOP DRESSED WITH I" COMPOST.CONTRACTOR SHALL PROVIDE SAMPLE OF MULCH TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. II. ALL NEWLY PLANTED SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING WITH BIOSOL MIX,ALL-PURPOSE FERTILIZER PER MANUFACTURER'S SPECIFICATIONS. FERTILIZER TO BE MIXED IN WITH BACKFILL. 12. ALL PLANTING SHALL BE COMPLETED DURING THE NORMAL GROWING SEASON;NO PLANTING SHOULD OCCUR DURING i INCLEMENT OR FREEZING HEATHER. 13. LANDSCAPE CONTRACTOR SHALL SUPPLY AND DISTRIBUTE COMPOST TO THE SITE. TOPSOIL NATIVE TO THE SITE IS 7 \ PREFERRED IF AVAILABLE. IF TOPSOIL 15 NEEDED FROM OFFSITE,THE TOPSOIL AND COMPOST ARE TO BE APPROVED BY LANDSCAPE ARCHITECT OR OWNER REPRESENTATIVE PRIOR TO DELIVERY. TILL 6" TOPSOIL 4 2" COMPOST,AND TOP DRESS WITH 1"COMPOST FOR ALL PERENNIAL BEDS. SPREAD TOPSOIL TO A DEPTH OF 3" TO ESTABLISH ALL SHRUB BEDS. % A DEPTH OF I" FOR ALL DISTURBED AREAS TO RECEIVE NATIVE REVEGETATION,AND FOR THE AMENDED BACKFILL OF ALL ^ NEW SHRUBS. SCARIFY EXISTING 501L SURFACE PRIOR TO THE ADDITION OF TOPSOIL TO FORM AN ADEQUATE BOND. FOR W FINISH GRADING,SOIL SURFACE SHOULD BE A LOOSE MOIST SURFACE. PLANTING SHOULD OCCUR WITHIN 10 DAYS OF / SURFACE PREPARATION. / 14. PREPARATION OF NATIVE GRASS AREAS WILL INCLUDE THE FOLLOWING: / i 14.1: LOOSEN 501L TO A MINIMUM OF 4" DEPTH. REMOVE STONES OVER 2" IN DIAMETER,STICKS,ROOTS,RUBBI5H,ANDJ = a) EXTRANEOUS MATTER. _ _ 14.2: DISTRIBUTE I"OF TOPSOIL TO BE CULTIVATED INTO NATIVE SOIL. / / 2 - - 4 - - ITS"9- -7.---_,- �ZZO 22_ 24 2� / 7 7 �, 14.3: GRADE AREAS TO A SMOOTH,FREE DRAINING EVEN SURFACE WITH A LOOSE,MODERATELY COARSE TEXTURE. / REMOVE RIDGES AND FILL DEPRESSIONS AS REQUIRED TO DRAIN. Q z / W / / / T / / j 28 / eL 14.4: ONE APPLICATION OF A DI-AMMONIUM PHOSPHATE FERTILIZER, 18-46-0,SHALL BE BROADCAST PRIOR TO SEEDING ti ( __ is. \i, ,i, ,i, ,i, N, * 7 / / ATARATE OF8LBS.PER 1000S.F. (/� ^ / / / / / / / �O 7 1 It 15. ALL DISTURBED AREAS TO BE REVEGETATED WITH NATIVE GRASS SEED MIX SOHN WITH THE FOLLOWING MIX AT A RATE OF Q y "� / / / N ��N �/� �� 1 LB. PER 1,000 S,F,: ,� �, / / - - 20% SLENDER WHEATGRA55 LL 41 H • / / / - 1 20% MOUNTAIN BROME O 7. / /15% GREEN NEEDLEGRASS O15% THIGKSPIKE WHEATGRA55Z ( 1 / / * / * 1 '!IPm':!, (o 10% ROCKY MOUNTAIN FESCUE m5% BLUE DRAMA �28� \ 11 • °�� r \ - - - 1 5% INDIAN RICE GRA551 � /\ i I1111A111111111 o 5% SANDBERG BLUEGRASS �;� I _ SI1 1111111111/. U 5% BOTTLEBRUSH SQUIRRELTAIL . ` 1 1 1 1 1 �� >�� /16. MULCH ALL SEED SOWN AREAS WITH 1" 2" OF CERTIFIED WEED FREE STRAW OR HAY,ALL STRAW AREAS ARE TO BE i 4/.'�� _ - - ■ II I I I I I! _ TACKIFIED WITH APPROVED ORGANIC TACKIFIER AT THE RATE OF 120 LBS./ACRE,OR HYDROMULCH. \, i �� `,�/, ' = ' 101.0:71 1111/• �� _ _ 17. ALL SEED SOWN AREAS ARE TO BE LIGHTLY RAKED Y4" INTO THE SOIL AND IRRIGATED. / ' ��• �„ �/ I 1 .P 18. LANDSCAPE CONTRACTOR SHALL SUBMIT THE COMPANY'S WRITTEN DOCUMENT REGARDING ITS POLICY ON PLANT i \�' i*• / ` '•• N GUARANTEE AND REPLACEMENT TO THE OWNER. EACH GUARANTEE SHALL CONFORM TO THE MINIMUM STANDARD OF i / I �� / / di C 111 vy ° ". O aAREPLACING ALL MATERIAL INCLUDING LABOR,DUE TO THE SICKNESS OR DEATH OF A PLANT FOR A PERIOD OF ONE-YEAR 18 �� I I I I� c61 FOLLOWING THE PLANTS INSTALLATION. NURSERY STOCK 15 NOT GUARANTEED AGAINST FLOOD,OWNER NEGLECT, i _.�\ s\ / `�I � 11•14.-% .: , 1 1 1 VEHICULAR OR LAWN MOWER DAMAGE,STORM DAMAGE,THEFT OR ANIMAL DAMAGE(DOMESTIC OR HILDLIFE). i ------ , �� •�, 111 �', •- Q 19. CONTRACTOR 15 RESPONSIBLE FOR THE PRESERVATION OF EXISTING LANDSCAPED AREA,DAMAGE INCURRED 15 TO BE \ , 2C 1p.m>,0 )\ REPAIRED AT THE CONTRACTOR'S COST. 1 .,� ` ,,� IIJ� !iiillIILIILIILIvirirl•rf...20. TURF FOOD 10-5-5 OR 14-5-5 ORGANIC FERTILIZER('RICH LAWN'BRAND OR EQUIVALENT) SHALL BE APPLIED TO ALL NEW f i , A. 1. 4`O� t •a •�SEEDED AREAS PER MANUFACTURER'S SPEGIFIGATIONS. / / / 27 / � !� 1111 • / / _ � .,. _ 1 1 1 Ileo: �a. o � ;, 11NIL11o 0 / / - - - i�,i P 1 1 0.. . .. . , N / / I lr - - 1 1 I,�. +, Ln I� I" ' ' .IRRIC TION NOTES SPEGIFIG TIONS: - , _ , 1 , . 000 tea+ / 1 111.. . ° . m� �I AUTOMATIC DRIP IRRIGATION SHALL BE PROVIDED AT ALL NEW SHRUBS.AUTOMATIC 12"POP UP SPRAY HEADS SHALL BE 11 '° • 1 0 _ PROVIDED AT PERENNIAL BEDS.ALL OVERHEAD IRRIGATION HEADS SHALL BE SPACED ON CENTER PER THEIR COVERAGE I / \ �C , /� /� \\\\III///�j/ RADIUS TO PROVIDE EVEN AND EFFICIENT WATERING. II . ■ '� .�,�I + __ ,_ fl \i° rr/,,� � C� ����... U2. TEMPORARY ABOVE GROUND AUTOMATIC IRRIGATION ROTOR OR SPRAY TYPE IRRIGATION HEADS SHALL BE PROVIDED AT11 �yALL OTHER DISTURBED AREAS THAT ARE TO BE REVEGETATED AND SHALL BE REMOVED BY THE LANDSCAPE �II \ + , �/ �� V - CONTRACTOR 2 YEARS AFTER PROJECT COMPLETION. III ( , \ �„ //�lllll\�\� /�� °'. .1 Iii �� \�JJ u T. �' 3. FLUSH DIRT AND DEBRIS FROM PIPING BEFORE INSTALLING SPRINKLERS AND OTHER DEVICES. x/111 • 410 �< -I II . 011111111111111L �1.0� A� 16 August 2018 4. A LOW VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL OF AUTOMATIC CIRCUIT VALVES OF AN IRRIGATION OI / DC �SYSTEM SHALL BE INSTALLED. SYSTEM SHALL INCLUDE AN ADJUSTABLE 24 HOUR TIME GLOGK WHICH WILL ALLOW FOR './ ,\\II// �� ���`-\ )1, �' AUTOMATIC,SEMI-AUTOMATIC,OR MANUAL OPERATION CIRCUIT CONTROL WHICH ALLOWS FOR MANUAL OR AUTOMATIC I I .r ��� IO / \/��% MP OPERATION;PROGRAMMABLE CAPABILITIES THAT ALLOW FOR INDEPENDENT HATER!NG SCHEDULES PER ZONE,AND RAIN II _ •Vim_! __ -y'•"/. SENSOR.THE SYSTEM SHALL INCLUDE A PRESSURE REGULATOR AND BACKFLOW PREVENTOR DEVICE WITH 20 GPM AT 60 II i� -+ '• .�, PSI AT A I" POINT OF CONNECTION.NOTIFY LANDSCAPE ARCHITECT IF THE REQUIRED FLOW CANNOT BE MET. �� ���� - I_ r N \� '� IIIv�I 1��� � �; � 7 ®® 5. PROVIDE 4"PVC SLEEVING BELOW ALL HARDSCAPE TO ADJACENT PLANTING AREAS. I b. MAINLINE 15 TO BE BURIED 12"-18"BELOW FINISHED GRADE. LATERAL PIPES SHALL BE BURIED 8"-12"BELOW FINISHED ` /I . / \ GRADE IN LANDSCAPED AREAS AND A MINIMUM OF 2" BELOW FINISHED GRADE IN NATIVE/UNDISTURBED AREAS.ALL PIPE / \ 1 TRENCHES SHALL BE FREE OF ROCKS AND DEBRIS PRIOR TO PIPE INSTALLATION.BACKFILL TRENCHES WITH SOIL THAT IS • FREE OF ROCKS AND DEBRIS. �� v V 1 / /-1 1. INSTALL ALL DRIP IRRIGATION LINES PER MANUFACTURER SPECIFICATIONS. I I I C / k\ \ �8. VALVE BOX LOCATIONS ARE TO BE Ah'i't<OVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. / \ 1 I N Oillif ( ` I ■ q. CONTRACTOR 15 TO PROVIDE OWNER WITH AS-BUILT IRRIGATION PLANS THAT INCLUDE APPROXIMATE MAINLINE ROUTING 1I I . ' \ AND VALVE BOX LOCATIONS. ' C- ( , 9_9' 1 10. THE FOLLOWING IRRIGATION TESTS AND INSPECTIONS SHALL BE COMPLETED BY THE CONTRACTOR: 10.1 EXIST.LEAK ST: AFTER INSTALLATION,CHARGE SYSTEM AND TEST FOR LEAKS.REPAIR LEAKS AND RETEST UNTIL NO LEAKS V B I \\ \air. ��__ _ I �•�� 1� :ii, 10.2.OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED,OPERATE CONTROLLERS AND AUTOMATICI CONTROL VALVES TO GONE IRM PROPER SYSTEM OPERATION 32.3' K 10.3.TEST AND ADJUST CONTROLS AND SAFETIES: REPLACE DAMAGED AND MALFUNCTIONING CONTROLS AND EQUIPMENT. (4 � I \/ • 11. CONTRACTOR 15 TO PROVIDE START UP AND BLOW-OUT SERVICES FOR IRRIGATION SYSTEM FOR THE FIRST SEASON IT 15 0 / \ • INSTALLED. \�� / Title: 12. EXTENT OF IRRIGATION AT REVEGETATED AREAS 15 TO COVER LIMIT5 OF DISTURBANCE.VERIFY LIMIT5 OF DISTURBANCE IX Wss.."--..:,.N.---14) / ON SITE AND ADJUST ACCORDINGLY. INFORM LANDSCAPE ARCHITECT IF ADDITIONAL IRRIGATION IS REQUIRED. \J jI oA Planting Plan 0 J �N I 99 EROSION CONTROL 4 SITE PROTECTION NOTES 4 SPECIFICATIONS: 1. SILT FENCING 15 TO BE PLACED AT THE LIMIT OF DISTURBANCE A5 NEEDED TO PREVENT EROSION AND SEDIMENTATION. A CONSTRUCTION FENCE WILL BE PLACED AT THE LIMIT OF DISTURBANCE WHERE THE SILT FENCE IS NOT USED. 2. SILT FENCING 15 TO BE PLACED AT BASES OF FILL AND SOIL STOCKPILES TO PREVENT EROSION AND SEDIMENTATION. 3. STRAW BALES OR STRAW WATTLES SHALL BE PLACED AT ALL EXISTING AND PROPOSED DRAINAGE SHALES. 4. ALL ER051ON CONTROL MEASURES SHALL BE MAINTAINED IN PLAGE UNTIL CONSTRUCTION 15 COMPLETED. 5. ALL DISTURBED AREAS NOT DESIGNATED AS SHRUB BEDS OR PERENNIAL BEDS SHALL BE REVEGETATED WITH THE Scale: SPECIFIED SEED MIXTURE.SEE PLANTING NOTES 4 PLANTING PLAN FOR MORE INFORMATION. / 1 1_11-0" 6. PROVIDE SILT FENCE OR SNOW FENCING AROUND ALL REVEGETATED AREAS FOR A MINIMUM OF ONE YEAR PERIOD OF ESTABLISHMENT(TWO YEARS IDEAL). Sheet: S 4 0 S IFS 24 L 2 SCALE: I/8" = I'-0" © Ceres Plus, LLC. 2018 ..:74.04/14: .4;la.15 m. (0 09/14/18 LIMITS OF DISTURBANCE - 6' GREEN MESH FENCE S TRA T!j BALE BARRIER 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRjEFEN11G:01_, BOULDER RETAINING WALLS 4" x 4" TRENCH UPSLOPE ALONG THE POSTS. STAKED AND ENTRENCHED THE LINE OF POSTS. (NP) BINDING WIRE sm,w BALE MESING(6" MAX.) CO BUFF SLAB STONE / / OR TWINE - ()' MAX. /2 GAUGE MIN. „,,I__ „(j!! COMPACTED SOIL TO .._._ I uo l STEPS, IRREGULAR CUSTOM GAS FIREPIT )�1 �t) PREVENT PIPING 1i 0000 / FACE AND FORM, 13 /I / RLTERED RUNOFF SEDIMENT LADEN p RISERS c 7.5" ACH BUILT IN OUTDOOR \ /\ RUNOFF 4"x4" TRENCH• ...�°..r_ ` �.�V.� I , /�/ M . 2 MEI 41 r..,YY, �rY, '� d �2� SEAT I NG 7 / / / ,✓ ., _ .. ( �X1114=n,:c_ w.:. STEEL OR WOOD 11 11 _ _ m � � � � � � � � � � 24 2e, fW�n11E:.1�u-alta �t �� I III MI POST-EMBED 3' tai , L77f► � � � 'V �' ' /28 •. / / V W / / / o� / / / / frlill+�tf111=(4111 UI± I I II �1 I1 1= Ox•.% co 23 / 1�= ^ I -1411 II = 11 "' � I 1 = a y.N / / ��� / • , I- 3. ATTACH THE FILTER FABRIC TO ± (-.1 m 4.14 I / • , / '�"Iii" 1L PROPERLY INSTALLED STRAW BALE THE WIRE FENCE AND EXTENT IT 4. BACKFILL AND COMPACT 4 0 CROSS SECTION INTO THE TRENCH. THE EXCAVATED SOIL. L Cl • p/ ��� + 1453 , 17.• 2 .0 / / - ;11;1/. 1. EXCAVATE THE TRENCH. 2. PLACE AND STAKE STRAW BALES. Qp• / �� � 4 / + 28/ _ 1111LI 25.0 / / 1 I I1I1I1IIEliI1IIIIIImv1IIfir..:::,.. .Q / ♦ - ® ANGLE ]7R9S srAlorftil M+ 20.0 / I - TSTAK PREVIOUSLY 6" HT.1, / / \ -� LAmHALE c-I��JIYry - o� �' 1Lo0+ it 15 'C� I _ 1�1I11l 1 .. ����,' �� �,� ��- F� L�,r �1.. +� - OP 30.0 =41.0 •. 11�11i1 I/_:' �`��,, �, ������"iii'',.‘- ='-' (g W +23.55 WHO 1 1 1� r-��r ��r,,r,��,,,,t' FIRST STEP DOWN TO / / 23. 25.0+ F�� _ 1 1 1 1 1 PAVERS TBD i -- ilulilhk f'� '��+l�)10 tI < ° BE CO BUFF FLAGSTONE l� 40 ���� 111 ,,„�.�----- / �� II ° 0.0 0.45 I I --�^ I� � FILTER FABRIC o VENEER RISER �� ` / STONE VENEER 41 1,l. FLOW �•-` X11 -p- __ es` 11 IN EXTENSION OF FABRIC AND II li' ' .R � ��- . / / tW 3 7 RETAINING WALL TO - 1� .• .: EXISTING CONCRETE WIRE INTO THE TRENCH a • II MATCH HOUSE 1 1 I ; -i GROUND LINE w ��� / 1�1I1I1I_III/ • >, PAN TO REMA 1 N �,�=urn. W�<? �� 23.55 / / n. n n�-• ;r:.w. -n n. - m 01,� / • 2 .3, • w 29.0 SEAT WALL IS" HT 11.1.1.1.1,°••. .-•IIAI / : ; -I�nFusi=.:LVA 11- N HOOD SPA EQ�I-PNYENT , i. 23.56+ I I �Gr 1` �� - EXCAVATE TRENCH APPROX 4" DEEP x 4" WIDE. ,� o GESS HATCH / 1.10+ I I I Er. . ® �1 hh'°'�/� m 5 � ,� 41 7 I I �1e�r� • �� '::;;; f��e►� `�r (FILL TRENCH,ANCHOR FABRIC AND COMPACT FILL) EMBED FABRIC v + 3 .2 . , , tr rill./ ' 1 / I1I1Ili• . '. II► �►7j _ lAPPROX 8" IN TRENCH/ SPA .o �� �11111111�0: 4i.i ��r,, ��r �• = ,4ft 1� �I25.40 '1 + 1 111► u�;`lvlr.4rttr. X11 �� ..., �14 I o /PREFAB SPA SET IN _ I41 26.5 frair 1;1;1;1/ .• ii� ���} Iltl /r/ ,I I / o i --9 i �'r+� 0 /I NOTE : SET EACH ROW OF SILT FENCING (3') THREE FEET FROM THE OTHER. IN ADDI11ON \ G STOM STONE VENEER J ENCLOSURE Dp..._. , AIL ---- . 1 1 d �4�4 4. BACKFILL AND COMPACT THE 1 ;P°, r -ft , ,..., 1 21.0 25.0 v ' I 11� . CO BUFF IRREGULAR 3. WEDGE LOOSE STRAW BETWEEN BALES. EXCAVATED SOIL. SILT FENCE "I1111-',..LialkL____J FLAGSTONE LANDING, 1 • �'' 2.9 + 35.1 + MORTAR SET ON V.E. S.G. / SECTION OF EXISTING / 23;g2+ +- 2Q.2 tw 35.q L44.1 CONCRETE SLAB CONSTRUCTION OF STRAW BALE BARRIER IIIIIIII �• •WALL TO BE REMOVED / � . SII C �,I � _/ � ■ ,\ �'. � �� SATE - ISEGTION OF EXISTING A' • ,`, � . U.� ___ T��NLLii 1L• 44. SEE ARCHITECTS WALL TO REMAIN ( 00 , . bigtdit. 10 Iii_s_, DETAILS I caof � �� - 1'111' 4,-, I GO BUFF IRREGULAR r4 �� �� �r�.�_. V Q I AFL OSTONE PATIO, MORTAR � ��� 1�� '.�� �.i�� �� � MAIN LEVEL PATIO SET ON CONCRETE SLAB LJ ��>t,�I\ Wpm I� _r p / t��./ CU N l��� ,. �I tw 5 q U I -- 24.2 + ,. GO BUFF IRREGULAR _ �^ =, 2. I FLAGSTONE PATIO,MOR" S- SET ON CONCRETE SLAB „ i,. / . r VENEER FACE�OF ) l'' \I � RECONSTRUCT EXISTING SEAT WALL + 33.7 \ / Q WALL TO 411b I STEPS TO BE CO BUFF73 I IT 1 I FLAGSTONE MORTAR SET ON 1 1 \ I I CONFORM TO NEW ` • . r STEPS CONCRETE SLAB • 1'-6' V \ c.) I ( / + 32.2 PATIO ELEVATION O I GO BUFF STONE _0 1 -� STEPS MORTAR ( / ° , STONE VENEER EXISTING 2�I <° 4 m 9-9 SET ON CONCRETE �� \ \ WALLS AS NECESSARY TO I ° / °� /�°\/� \�� 1 12 SLAB. 14 RISERS - //��� �� \� CONFORM TO NEW STEPS 1 1 \\\�\ \�\'\\\\'\'\\\'\/\\\�/ � 32.3' @ -1" EACH 1 1 \�\\\/\\\\/\\\\/\ \ \\\/ _c Lao U : saw HANDRAIL `�) \�\\\ \�\�\\\��\�\�\\\\\'\ �� _ HANDRAIL 1 \ � I ' '�\\\% 10 OF P4/ 'WI 09/14/18 SHEPHERD ARESOURCES INC / AIA TAG ROOM # ROOM NAME SIZE (W x H) HARDWARE NOTES NEW OR WEATHER SCREEN VAIL/BEAVER CREEK REPLACE STRIPPING EDWARDS COLORADO 8 1 6 32 DOOR SCHEDULE MAIN LEVEL 970 949 3302 WWW. SRIARCHITECT. COM 1 108 FOYER 3'-0" x 6'-8" ENTRY and DEADBOLT CUSTOM EXT. ENTRY W GLASS, MULL WITH SIDELITES SEE WINDOW SCHEDULE NEW YES — 2 106 MUDROOM 3'-0" x 6'-8" POCKET DOOR POCKET DOOR NEW — — I, 3 107 LAUNDRY 3'-0" x 6'-8" POCKET DOOR POCKET DOOR NEW — — 4 102 KITCHEN PANTRY (2) 2'-6" x 6'-8" POCKET DOOR PANTRY STORAGE NEW — — 5 102 KITCHEN (2) 3'-0" x 6'-8" PASSAGE NEW — — 6 104 BEDROOM/ STUDY (2) 2'-4" x 6'-8" PRIVACY BEDROOM ENTRY REPLACE — — 7 103 LIVING ROOM 2'-6" x 6'-8" PASSAGE NEW — — 8 104 BEDROOM/ STUDY CLOSET (2) 1'-2" x 6'-8" PASSAGE BEDROOM CLOSET REPLACE — — II 9 109 STUDY BATH 2'-4" x 6'-8" PRIVACY BATHROOM REPLACE — — DATE ISSUE 10 109 STUDY BATH 2'-4" x 6'-8" POCKET DOOR WITH LOCK POCKET DOOR WATER CLOSET ENTRY NEW — — 3-28-18 SRI REVIEW 11 NOT USED — — 4.2.18 OWNER REVIEW 4.9.18 Change to Approved Plans 12 NOT USED 4.24.18 OWNER REVIEW 13 NOT USED 5.10.18 BUILDING PERMIT 14 NOT USED 6.1 1.18 PROGRESS SET LOWER LEVEL 8.16.18 PROGRESS SET 2 15 001 FAMILY ROOM (2) 2'-6" x 5'-0" PASSAGE UNDER STAIR STORAGE — VERIFY UNDER STAIR HEIGHT NEW 16 009 BEDROOM ONE CLOSET (2) 2'-0" x 6'-8" PASSAGE BEDROOM CLOSET NEW — — 17 008 BATH ONE 2'-6" x 6'-8" PRIVACY BATHROOM ENTRY NEW — — 18 009 BEDROOM ONE 2'-8" x 6'-8" PRIVACY BEDROOM ENTRY NEW — — BUILDING 19 NOT USED — 20 007 BEDROOM TWO CLOSET (2) 1'-3" x 6'-8" PASSAGE BEDROOM CLOSET NEW — — PERMIT 21 007 BEDROOM TWO 2'-8" x 6'-8" PRIVACY BEDROOM ENTRY NEW — — 22 005 BATH TWO 2'-6" x 6'-8" PRIVACY BATHROOM ENTRY NEW — March23, 2018 23 006 MECH ROOM 2'-6" x 6'-8" PASSAGE MECHANICAL ROOM, EXTERIOR METAL 20 MINUTE INSULATED DOOR WITH SEAL NEW — — 24 004 BATH THREE 2'-6" x 6'-8" PRIVACY BATHROOM ENTRY NEW — — 25 002 BEDROOM THREE 2'-8" x 6'-8" PRIVACY BEDROOM ENTRY NEW — — �c,OF ► 040,:9 ` 90 26 002 BEDROOM THREE (2) 1'-6" x 6'-8" PASSAGE BEDROOM CLOSET NEW _ o 27 NOT USED * =t,ON * krc,,,, 4006:5 ,�,v28 `�� 29 NOT USED — — p,RG�` UPPER LEVEL — — 30 201 MASTER BEDROOM (2) 2'-4" x 6'-8" PRIVACY BEDROOM ENTRY REPLACE — — 31 202 MASTER BATH 2'-6" x 6'-8" PRIVACY BATH ENTRY NEW — — PROJECT: 1720 32 NOT USED — 33 203 WIC CLOSET 2'-6" x 6'-8" POCKET WIC ENTRY POCKET DOOR NEW 285 34 205 STUDY 2'-6" x 6'-8" PRIVACY STUDY ENTRY NEW FOREST ROAD 35 206 ATTIC/ LOW STORAGE 2'-6" x 4'-6" PASSAGE STORAGE ENTRY NEW VAIL, 36 207 BATH 2 2'-6" x 6'-8" POCKET BATHROOM ENTRY POCKET DOOR COLORADO 37 NOT USED LOT 20, BLOCK 7 38 NOT USED VAIL VILLAGE 39 NOT USED FILING GARAGE APARTMENT Q 40 G01 LIVING 6'-0" x 6'-8" ENTRY and DEADBOLT OUTSWING FRENCH DOOR NEW YES 41 G02 NEW BATH 2'-6" x 6'-8" POCKET DOOR POCKET DOOR NEW — DOOR 42 G03 CRAWLSPACE 2'-4" x 6'-8" PASSAGE NEW — 43 G04 TWO CAR GARAGE 3'-0" x 6'-8" ENTRY and DEADBOLT REMAIN YES SCHEDULE 44 G04 TWO CAR GARAGE 16'-0" x 8'-0" O.H. REMOTE AND KEYPAD GARAGE DOOR WITH WOOD VENEER REMAIN YES 45 46 - � DOOR SCHEDULE A8.01 / SCALE: NTSA8 . 0 I 'WI 1 09/14/18 WINDOW SCHEDULE TAG DESCRIPTION WINDOW SIZE (W X H) ROOM # ROOM NAME NOTES NEW OR EXT. SCREEN BEDROOM EGRESS HEAD JAMB SILL GENERAL NOTE: LOWER LEVEL- FRENCH DOOR 2'-6" x 6'-8" 102 FAMILY ROOM REPLACE 1 . REPLACE EXISTING WINDOWS, MATCH SIZES AND DIVISIONS. DARK BRONZE COLOR. FRENCH CASEMENT 4'-0" x 3'-0" 102 FAMILY ROOM TEMPERED REPLACE n CASEMENT 2'-6" x 4'-0" 009 BEDROOM ONE REPLACE SHEPHERD II RESOURCES 2. WINDOWS SHALL BE TEMPERED PER CODE AND EGRESS. CASEMENT 1'-10" x 3'-8" 002 BEDROOM THREE REPLACE INC / A I A '-8" x 3'-8" 002 BEDROOM THREE REPLACE YES VAIL/BEAVER CREEK CASEMENT 3 3. ALL NEW WINDOWS HAVE A MIN. 0.32 U FACTOR, TYP. 0 EDWARDS COLORADO 81632 (6) CASEMENT 1'-10" x 3'-8" 002 BEDROOM THREE REPLACE 4. FOR GARAGE APARTMENT DOORS AND WINDOWS REFER TO970 949 3302 SHEET A2.00. 0 CASEMENT 2'-6" x 3'-10" 009 BEDROOM ONE TEMPERED REPLACE YES WWW. S R I A R C H I T E C T. C O M FRENCH CASEMENT (2) 2'-0" x 3'-10" 009 BEDROOM ONE REPLACE 5. FRENCH CASEMENTS TO HAVE CRANK OPERATORS (NOT PUSH (9) AWNING 2'-0" x 2'-10" 008 BATH ONE REPLACE II OUT TYPE). 10 FRENCH CASEMENT (2) 2'-6" x 3'-10" 007 BEDROOM TWO REPLACE YES MAIN LEVEL- 4 DOORS, 1 HINGE 3 BIFOLD (4) 3'-0" x 8'-6" 101 DINING ROOM 4 PANES (HINGE DOOR RIGHT) NEW n NOT USED NEW n CASEMENT 3'-0" x 7'-0" 103 LIVING ROOM TEMPERED TRIPLE PANE REPLACE FIXED 6'-0" x 7'-0" 103 LIVING ROOM TEMPERED TRIPLE PANE REPLACE II n CASEMENT 2'-6" x 3'-10" 104 BEDROOM/ STUDY REPLACE DATE ISSUE 16 FIXED 4'-10" x 5'-10" 103 LIVING ROOM TEMPERED TRIPLE PANE REPLACE 3-28-18 SRI REVIEW n CASEMENT 2'-4" x 2'-10" 104 BEDROOM/ STUDY REPLACE YES 4.2.18 OWNER REVIEW 4.9.18 Change to Approved Plans 18 FRENCH CASEMENT (2) 1'-11" OR 1'-10" x 3'-1" 104 BEDROOM/ STUDY REPLACE 4.24.18 OWNER REVIEW (19) AWNING 1'-10" x 2'-10" 105 STUDY BATH TEMPERED REPLACE 5.10.18 BUILDING PERMIT \20) FRENCH CASEMENT (2) 1'-11" x 2'-10" 102 KITCHEN NEW 6.11.18 PROGRESS SET 8.16.18 PROGRESS SET 2 0 CASEMENT 2'-10.5" x 3'-6" 107 LAUNDRY NEW n CASEMENT 2'-10.5" x 3'-6" 106 MUDROOM NEW 0 CASEMENT 2'-10.5" x 3'-6" 108 FOYER NEW 24 CASEMENT 2'-10.5" x 3'-6" 100 EXTERIOR ENTRY REPLACE 0 CASEMENT 2'-10.5" x 3'-6" 100 EXTERIOR ENTRY REPLACE BUILDING 26 FIXED 1'-6" x 6'-8" 108 FOYER TEMPERED NEW n FIXED 1'-6" x 6'-8" 108 FOYER TEMPERED NEW PERMIT 28 CASEMENT 2'-10.5" x 2'-10.5" 101 DINING ROOM NEW 29 FRENCH CASEMENT (2) 1'-11" x 2'-10" 102 KITCHEN NEW March23, 2018 UPPER LEVEL- 3o FIXED - SLOPED TOP 12'-0" x 6'-0" 101 DINING ROOM SLOPED TOP TRIPLE PANE NEW n NOT USED NEW ifik 0V A O4p� 90n FIXED - SLOPED TOP 3'-0" x 8'-6" 103 LIVING ROOM SLOPED TOP TRIPLE PANE NEW , On FIXED - SLOPED TOP 6'-0" x 7'-6" 103 LIVING ROOM SLOPED TOP TRIPLE PANE NEW . . 't.ON * (34� CASEMENT 2'-6" x 3'-10" 201 MASTER BEDROOM REPLACE CF 4006:5 ��v�, 0 FIXED 4'-10" x 7'-10" 103 LIVING ROOM TEMPERED TRIPLE PANE REPLACE USED ARC (36) FIXED OVER AWNING 2'-10" x 5'-10" 103 LIVING ROOM TEMPERED TRIPLE PANE REPLACE 0 CASEMENT W TRANSOM 2'-4" x 3'-10" 2'-4" x 1'-11" abv. 201 MASTER BEDROOM SLOPED TOP ON TRANSOM REPLACE YES 38 FRENCH CASEMENT W TRANSOM (2) 1'-10" 3'-10" 1'-10" 3'-4" abv. 201 MASTER BEDROOM SLOPED TOP ON TRANSOM REPLACE ( ) x x PROJECT: 1720 (39) AWNING 1'-10" x 2'-10" 202 MASTER BATH TEMPERED REPLACE (40) AWNING 1'-10" x 2'-10" 202 MASTER BATH TEMPERED NEW 285 n AWNING 2'-0" x 2'-10" 205 BATH WET LOCATION NEW FOREST ROAD 4 CASEMENT 2'-10.5" x 3'-6" 206 ATTIC/ LOW STORAGE NEW VAIL, (43) FRENCH CASEMENT (2) 2'-10.5" x 3'-6" 206 ATTIC/ LOW STORAGE NEW COLORADO 44 CASEMENT 2'-10.5" x 3'-6" 206 ATTIC/ LOW STORAGE NEW LOT 20, BLOCK 7 45 SKYLIGHT - VENTING 2'-6" x 2'-6" 203 WIC CLOSET VELUX VEC3030 NEW VAIL VILLAGE (46) FIXED - SLOPED TOP 6'-10" x 8'-6" 103 LIVING ROOM SLOPED TOP TRIPLE PANE NEW FILING 4 FIXED - INTERIOR TRANSOM 4'-8" x 1'-6" 201 MASTER BEDROOM REFER TO INTERIOR DESIGN PACKAGE NEW (48) FIXED - INTERIOR TRANSOM 4'-8" x 1'-6" 202 MASTER BATH REFER TO INTERIOR DESIGN PACKAGE NEW 49 AWNING ABV. FIXED- INTERIOR 2'-6" x 5'-0" 205 STUDY REFER TO INTERIOR DESIGN PACKAGE REPLACE WINDOW GARAGE APARTMENT AA SCHEDULE 5o NEW CASEMENT WINDOW 5'-10" x 5'-0", OFFSET CASEMENT G01 LIVING RIGHT SIDE 26", LEFT SIDE 44" MULLED NEW n NEW CASEMENT WINDOW 5'-10" x 5'-0", OFFSET CASEMENT G01 LIVING LEFT SIDE 26", RIGHT SIDE 44" MULLED NEW li;n -i ' -i REPLACE n CASEMENT WINDOW 2'-0" x 3'-0" GARAGE REPLACE (54) CASEMENT WINDOW 2'-0" x 3'-0" GARAGE REPLACE (Th WINDOW SCHEDULE A8 . 00 6k8.00 / SCALE: NTS ,;,‘,640ivlio OF ge4, . kC 512 09/14/18 Li AW vP .gyp 8" GYPSUM WALL BOARD, TYP. II11 1,11. • r1 ��V 8 GYPSUM WALL BOARD, TYP. BATT INSULATION— --- TYPICAL 2X4 AND 2X6 1 . it ., �•�*► • BLOW-IN BLANKET L.EXISTING EXTERIOR WALLS RE: PLANS EXTERIOR WALLS RE: PLANS �, •�•* ° , ••c,,,_ INSULATION: R 3.7 PER INCH tw 16 PLY RE: STRUCT DWG �� T� ° � STONE VENEER ANCHORED_ •a 3" POLYURETHANE FOAM NEW CONCRETE WALL AND CRINKLE BUILDING WRAP) �, ` '•• SPRAY; R 7 PER INCH = R 21 S FOOTERS PER STRUCT DWGS oa EXISTING 2X4 AND 2X6 TO STRUCTURE AS REQUIRED P ��e p SHEPHERD II 4" VERTICAL WOOD SIDING EXTERIOR WALLS RE: PLANS ; , -��! 7„ RESOURCES MASONRY TIES AS REQUIRED . 16 PLY RE: STRUCT DWG ° a INC / AIA 4 ° Q`.� �:'~ CRINKLE BUILDING WRAP a EXISTING CONCRETE WALL 1,��a VAIL i BEAVER CREEK � ••A 4" VERTICAL WOOD SIDING L. ° EDWARDS COLORADO 81632 4All 970 949 3302 WWW. SRIARCHITECT. COM 4/ 4 • 4/ 4 ii T EXISTING EXTERIOR WALL DETAIL 2 STONE VENEER WALL DETAIL 3 EXTERIOR WALL DETAIL H AA4.0SCALE: 1" = 1,-0" A4.03 SCALE: 1" = 1'-0" A4.03 SCALE: 1" = 1'-0" DATE ISSUE 3-28-18 SRI REVIEW 4.2.18 OWNER REVIEW 4.9.18 DRB- Change to Approved Plans 4.24.18 OWNER REVIEW 5-10-18 BUILDING PERMIT 7" POLY ISO R49 MIN 8.16.18 PROGRESS SET 2 1 2" CONT. RIGID INSULATION WITH NAIL BASE 7" POLY ISO R49 MIN ICE AND WATER SHIELD 1 2" CONT. RIGID INSULATION DARK BRONZE STANDING— WITH NAIL BASE 4 4 SEAM METAL ROOF ROOF COVERING ON WP R ' ICE AND WATER SHIELD MEMBRANE DARK BRONZE STANDING , BUILDING 11:. SNOW AND ICE MELT SYSTEM SEAM METAL ROOF ������� PLYWOOD, RE: STRUCTURAL 12 ROOF COVERING ON WP %�`��`����I PERMIT MEMBRANE %�. � �������� DWGS 1 I1,� � �������������♦ �_- ---------------- -4.----7-4-,. �� .... ,40,00.0--.." 11�% ���������♦ FLASHING ,"---4-7—'"--- ® ®���-���A!►_ i������!i //j!��of ������♦ March 23, 2018 COPPER GUTTER AND _--- ����������������� _„„„0--1" ���������� DOWNSPOUT WITH CONT. _ ����- .� - �•�•�•�•�♦�♦�♦�•�•�•♦ or HEAT TAPE TYP. ������ '��... `������� fit_.,_„____ ____.,_ ,.._____--,- - -- tt ' Cifil / DOUBLE 2X FASCIA BOARD ���������� ci)41 71‘ 4 2X8 RAFTER TAILS_ .00.....1.'.00.....1.' EXISTINGROOFSHEATHINGTO * tON *RE: STRUCTURALDRAWINGS lii - ♦♦ REMAIN, INFORM ARCHITECT AND r 4 4006:5 SOFFIT BOARDSTO MATCH OWNER OF ANY DAMAGED OR AREAS n‘eD \.��V EXISTING IN NEED OF REPLACEMENT ARG WINDOW TRIM TO MATCH � EXISTING ROOF STRUCTURE TO EXISTING TYP. REMAIN SIERRA PACIFIC OR EQUAL `NEW 8" GYP. BD. REFER TO PROJECT: 1720 WINDOWS INTERIORS FOR FINISH RE: WINDOW SCHEDULE 285 FOREST ROAD VAIL, 444 NEW ROOF TYPE DETAIL 5 EXISTING ROOF TYPE DETAIL COLORADO \A2.04 SCALE: 1" = 1'-0" A2.04 SCALE: 1" = 1'-0" LOT 20, BLOCK 7 VAIL VILLAGE FILING I WALL SECTIONS i" )'' '' 11 iiltii 09114118 -NEW 4" FLOORING OR STONE NEW FLOORING 4" RE: _ NEW 4" FINISH FLOOR FLOORING _ _ INTERIOR DESIGN s„ � RE: INTERIOR DESIGN \ \ 3" WARMBOARD RADIANT NEWT-1 /8"T&G 7-NEWSYSTFLOOR -^ FLOOR HEAT OR EQUAL. STURDIEFLOOR ` _ ___(.3- -�� , �- o o o o o o 0 0 0 0 0 "o o o Q°' 4®i. p0°' O°' 3 E. O°' Immr<_ Er) Q ""\ = iC ,....Mr7I- -(E) ING - 02RAANT HEAT TUBES RE: AffilligGROOVEDECKGS H E PH E RD BLOCKING (E) 4 x 8 WOOD BEAM ltilgt-_o-4 -_tt-ttt-_- t-Vt-_- - 5t-Et- STRUCTURAL CTU RAL D ETA I LS RESOURCES II � ._.., .�., ..,. ..,. ..,. ..,. ..,. ..,. ..,. ..,. .,. .,. .. a.,.r =� =oo � 4 X 8 FLOOR BEAMS II III III III111111 IIIIII III111111IIIIII IIIIII A V NIIII:iiiii6 EW 8" GYPSUM CEILING O INC / A 1 A 2 RIGID INSULATION WITH @ 48' O.C. • VAPOR BARRIER BELOW 5„ 2X6 LEDGER RE:- WIlr 8" FURRING STRIPS VAIL/ BEAVER CREEK CLEAN GRAVEL WITH RADON 8 GYP. BD. STRUCTURAL EDWARDS COLORADO 8 1 6 32 REMOVAL SYSTEM DRAWINGS 970 949 3302 -COMPACTED SOIL WWW. SRIARCHITECT. COM UPPER LEVEL FLOOR UPPER LEVEL FLOOR I, HEATED CONC . STRUCTURE REMAINS EXISTING TO NEW FLOOR AT BASEMENT NEW FINISHES STRUCTURE , NEW FINISHES 1 BASEMENT CONCTERE FLOOR DETAIL 2 UPPER LEVEL FLOOR DETAIL 3 UPPER LEVEL FLOOR DETAIL A4.03 SCALE: 1" = 1'-0" A4.03 SCALE: 1" = 1'-0" A4.03 SCALE: 1" = 1'-0" II DATE ISSUE 3-28-18 SRI REVIEW 4.2.18 OWNER REVIEW 4.9.18 DRB- Change to Approved Plans 4.24.18 OWNER REVIEW 5-10-18 BUILDING PERMIT 8.16.18 PROGRESS SET 2 NEW FLOORING 4" RE: - NEW 4" FINISH FLOOR INTERIOR DESIGN -NEW STONE RE: INTERIOR -3" WARMBOARD RADIANT DESIGN NEW1-1/8"T&G NEW 4" RADIANT FLOOR HEAT OR EQUAL. �� STU R D I E F LOO R FLOOR SYSTEM ��������������� �����������������//5//������r������� ���� :'-(7--;;-, ,,'‘-- -----_. _ - L 00 - • ��®®o oms ��®® e�®®®g ®e�®o ®®e�®11////r/®®e�® o e�®®� �" PLYWOOD SUBF R, ®�®® 0 o 0 2 ' /// //// /// //// /// //// /// //// /// //// ° =N � = MATCH EXISTING = 4 p p - NEW 5" CONCRETE SLAB WITH C 7 W6 X 25 =N = • 7 CV s�i♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� RADIANT HEAT TUBES RE: r� - 1 TONGUE AND - _ _ _ _ O 2 e - t" pe� STRUCTURAL DETAILS BUILDING GROOVE DECKING . . . . . . . . . . .� L L L- 1� L -1 �1%" 1 1 1 1%" �- _ 2" RIGID INSULATION WITH + 5. 1III III III III III III III III III 111 111 111 111 111 PERMIT NEW 8" GYPSUM 4 X 8 FLOOR - - - - - - - - - - VAPOR BARRIER BELOW W 8 X 40 SEE BOARD BEAMS @ 48' O.C. CLEAN GRAVEL WITH RADON STRUCTURAL PLANS FOR LOCATIONS p 4 LOWER LEVEL CEILING REMOVAL SYSTEM SIM . FINISHES BY INTERIOR • COMPACTED SOIL March 23, 2018 DESIGNER MAIN LEVEL FLOOR UPPER LEVEL FLOOR MAIN LEVEL FLOOR Dov ► 62 �A STRUCTURE REMAINS, , f . qo NEW STRUCTURE , ENTRY SLAB WITH HEAT, �I 014ioN, NEW FINISHES NEW FINISHES * � ' NEW FINISHES 1--K4,.....,0 06:5 �\�� (4� UPPER LEVEL FLOOR DETAIL 5 MAIN LEVEL FLOOR DETAIL �6\ , MAIN LEVEL ENTRY FLOOR DETAIL ED ARG A 4,03 j SCALE: 1" = 1'-0" A4.03 SCALE: 1" = 1'-0" A4.03 SCALE: 1" = 1'-0" PROJECT: 1720 285 5/" 3/" 5y2.. FOREST ROAD 2 2 VAIL, f �1�1� COLORADO 4. .$ =_III J41 I����Ak 8 GYPSUM WALL BOARD,TYP.• LOT 20, BLOCK 7 e4. ms 5,� TYPICAL 2X4 AND 2X6 ;♦♦i♦i►� BLOW-IN BLANKET INSULATION: R VAIL VILLAGE 1 EXIST. WALL TO REMAIN HI o ♦ � 8 GYP. BOARD ,♦ 1, -TYPICAL 2X4 AND 2X6 '♦♦' AD =III- ° �♦;w EXTERIOR WALLS RE: PLANS 1I♦i♦c I' 3.7 PER INCH = R5.5 1a ♦;4i FILL VOID SPACE WITH ,�♦;♦;:. 4. INTERIOR WALLS RE: PLANS EXIST. WATERPROOFING TO ;� ♦ 1►, FILING ��► MINERAL WOOL INSULATION 1P 3" POLYURETHANE FOAM • REMAIN, REPAIR OR Ell=8 *-•� :•4♦�! SPRAY; R 7 PER INCH = R 21 -I IIS�,� 1 8" GYPSUM WALL BOARD,TYP. REPLACE AS NEEDED. =111- L �♦���` 2 X FURRING FULL HEIGHT I,,♦♦,� AD 1=1 iw 11��c�� - 7,, 1 =111- o♦��1 2 SPRAY FOAM INSULATION Ili ♦�♦ll 16 PLY RE: STRUCT DWG EXIST• . GRADE VIII ♦� MIN. �:�s: WALL -SOUND BATTS AT ALL INTERIOR 1=1 ° :li II•;;• -CRINKLE BUILDING WRAP 1` WALL LOCATIONS =111- ;♦4'wl'L lw ► � �° ♦��'� 4" VERTICAL WOOD SIDING SECTIONS V V 0 • • A4 . 03 �7 INTERIOR WALL DETAILS $ CONC. WALL DETAIL 1g EXTERIOR WALL DETAIL \ A4.03 SCALE: 1" = 1'-0" A4.03 SCALE: 1" = 1'-0" \ A4.03 SCALE: 1" = 1'-0" ,ift40 OF d•4 ........,401... . ..,..ia.0 .z. CFIZ 4. X007 09/14/18 SHEPHERD I� RESOURCES INC / AIA VAIL/ BEAVER CREEK EXISTING ROOF R 2 z STRUCTURE EDWARDS COLORADO 8 1 6 32 1�l�� . I�jPO. R 2 , 970 949 3302 �z �/ 4 11► WWW. SRIARCHITECT. COM AVOW `L -- dIASPair 0 n ����� -14 / MECHANICAL - ♦•.........♦ .1�dititkOliP____P -4. 11.11 . op 4 ♦i�.� ♦ �4 T®®®®L�/®IIS ,0..��������������--���.--- ' /�� 'l 1t •• -..♦. -i•OOi�i�00i�i�i�i�i�i�i�i�i�0i�i�i�0 I II �2 -.. �®®+.•r. __- --♦tea®. - - -'' �...♦ . .. ►— 11� 104000, � ..•-®`�► _ -v.��_ vim..-.- ®...♦ ♦..♦ �..�..����.-.A��....�♦s _ Ilk" ®sT-�•�®® _ - ®. ..D-•��.. :„.._..,-ow �OO .�OOOOOOOO.����0�.�.��.. ♦vim.♦ .-v7► -♦�-•..... ®.......... ... r ii� ..�.....- ► ‘04711 �►ly„ �' "•••�•-••'• MASTER CLOSET . MASTER :ATH i' N,-- '!!�- NEW BATHROOM W . II II II � . s. 6. s. MASTER BEDROOM I // /j w o o DATE ISSUE I : 3-28-18 SRI REVIEW Iimo: / `� � o 4.2.18 OWNER REVIEW F- I/ � °` o� .� 4.9.18 DRB- Change to Approved Plans NEW ATTIC - w : - i �.� �.� + STORAGE / % ;% t : bo 4.24.18 OWNER REVIEW +el c� SPACE :►� \ `� / / / j \ —1 w : 5.10.18 BUILDING PERMIT I''• I , `� / / // ;%: , . :► • 6.1 1.18 PROGRESS SET IIIA= / / % W 1 '0, i 0 *� 0 8.16.18 PROGRESS SET 2 �;�� // / .� • EGRESS WINDOW R 2 ��� - ►';'►� % ATTIC T.O.F.F. I�� 4, BEYOND =: 4> i • 4$ , EL: 116'-1 " UPPER LEVEL DECKING ��i��_ Iy . _— _ _ __ _ _ _ _ _ _ _ _ ._ I ._ _-. .-. _ .. _. <s _s _s s �s =a .�..w __� yr—_��. �> vim— — - — — _..,___.,„...__...,„=>,,,.._.__....,--.___,,..._. `` 11: �� -3 a.sJs-7s�r.-s a.sJs-�_�r.-s s.sJ�-r�->-1�-t�-t�->-?�-1�-t���.�iJ t o� ��__� I!_���a�_. a �__'__. __ EL: 115'-11 1/211 y - ` I I 1 7- — -_- -_I -- -=I -_- -- -_- ___ __ ___ --C ---.__, �� i �--_-:-.4. _----_- BUILDING �Ij�II�jIIJI41 /\ PERMIT I ;:• . IIC_!�I .� •,II i r. , : / ° IIA . �� \ / � �, EGRESS WINDOW ; eau 'p,9 �° o ° ° � •i Vii' \ / - 4006:5 EXTERIOR ENTRY 1: •� 0.: , EL: 108'-0 3/4" ° 441 HALL ��� \ / ' n� �V MAIN LEVEL DECKINGI7ZBDIOYAMANNI : — _ FR______________ 1111 Q — — EL: 107 -10 1/2 - = ]Tp= ii ° � e °..®.��®.���®.®. e. .. .. .. ..wesaae: .. .. .. .. .. .sas ss ss s.. .. :. .. T:. .° 1 I TAFA - ---4"'s ��`.'s `:1- '9-• `F:y. �'4 ' - - - " "4- - 44 • � � I lall-iii i ill i llEmaii i llallallalla allall iISii Ill hall iii i hi li iii a hall hall iii i llaii-iii, °s CEILING HEIGHT AND 7 . FINISH ° 1 0 RE:INTERIORS PACKAGE PROJECT: 1720 iw- • Hill . ° o ., 1 285 —' fi, FOREST ROAD 11 i VAIL / : LOT m. COLORADO 40 4* �� EGRESS WINDOW EGRESS WINDOW , T.O.F.F. 's VAIL VILLAGE QW L / EL: 99'-7 3/4" FILING T.O. NEW SLAB o o ° EL. 99 7 •JJ'•O'V.� -OC OC 00 Oi Oi0 OC OC OC 00 00 Ai�i'JJ... ..iii..00 00 00 Oi Oi0 Oi-®-®- 4Oi ..ii�00JJOJJOJJOJJO�'J�JOJJOiC d. ................'0...'0...'O..J.�i..'0...'O..Oi.0...0...0...0...O..Oi.. .O�..............A.O�i.O�i.O�i.'0...'O.. ..O. O. .O. O. O. O. .♦ O . ♦ O. ♦ ♦ ..�..�..�..�. . . . .i�. . O®. . ..�. . . . � �..'�. ®. ®. ®. ®. ® � �. ®. p. . ..'... .. .. ..as... .. ...........................................................2........................................e . . .e..........................................e..e .e.......a.aa...d... .. ..�.e..aa.aa.Via.a..�..�.........�s..as....as..a.a..�.s..s..�..�..�..�.�®..:....:...J....J....�...�...�.a...:....:...�.ate.�B.�B.�B.�..� m� m� m� m� m�.�B.� m�.a. WALL SECTIONS / 1 PROPOSED BUILDING SECTION A4.01 SCALE: 1/2" = 1'-0" 0 A4 . 02 ..,"44.. M. 14. NI 1,6 GENERAL ASSEMBLY NOTES: ��7 NEW SLOPING ROOF CEILING ASSEMBLY 09/14/18 •STANDING SEAM METAL ROOF OVER • ROOF WATERPROOF MEMBRANE OVER • 1 2'CONTINUOUS RIGID INSULATION ON NAILBASER-10 •STRUCTURAL PLYWOOD SHEATHING OVER (RE:STRUCTURAL)OVER ,__ • 7"SPRAY FOAM INSULATION AT BOTTOM SIDE OF SHEATHING R-45.5 MIN. •STRUCTURAL ROOF JOISTS (RE:STRUCTURAL) • lx6 T&G DECK INGOR DRYWALL PER REFLECTED CEILING PLANS NEW FLAT ROOF/TERRACE CEILING ASSEMBLY • STONE PAVER OVER — -- ffi--- • LIGHTWEIGHT CONCRETE SETTING BED WITH RADIANT HEAT LOOPS OVER, + • DRAINAGE BOARD OVER _• PROTECTION LAYER OVER • SHEPHERD • HOT-FLUID APPLIED MONOLITHIC WATERPROOF MEMBRANE(AMERICANHYDROTECH c9 N II 6125FR) ON N � RESOURCES • ADHERED COVER BOARD OVER = I n - _ INC / AIA - MECHANICALLY-ATTACHED RIGID BOARD INSULATION 3"MINIMUM AT DRAINS OVER I I o HABITABLE SPACER-18.0 MIN. VAIL/BEAVER CREEK • TAPERED RIGID INSULATION ;o EDWARDS COLORADO 8 16 32 • STRUCTURALSTEEL DECK INGWITH CONCRETE TOPPING (RE:STRUCTURAL) 1 • 6"SPRAY FOAM INSULATION AT BOTTOM SIDE OF STEEL DECKING_R-37.2 MIN. 1 9 7 0 9 4 9 3 3 0 2 • STRUCTURAL ROOF JOISTS UNLESS NOTED OTHERWISE(RE:STRUCTURAL) • 2 MIL SMART MEMBRANE VAPOR RETARDER UPPER LEVEL DECKING k • I I •. • • WWW. S R I A R C H I T E C T. C O M • • 1x6 T&G DECK ING OR DRYWALL PER REFLECTED CEILING PLANS EL: 115' 11 1/2" • STEEL ROOF SUPPORTS AND ALL STEEL STRUCTURE AT EXTERIOR TO INTERIOR TRANSITION II • ENCAPSULATE AT INTERIOR SIDE WITH 1 1/2" MIN.SPRAY FOAM INSULATION TO o MIN. 4'-0"INSIDE FROM EXTERIOR FACE OF EXTERIOR WALLS; MAK ECONTINUOUS &) WITH SPRAY FOAM INSULATION IN ROOF AND WALLS FLOOR CEILING ASSEMBLY •SEE INTERIORS PACK AGEFOR FLOORING FINISH • ECOWARM""WARM BOAR D"WITH RADIANT HEAT LOOPS OVER • PLYWOOD DECK ING(RE:STRUCTURAL)OR EXISTING DECK INGOVER •STRUCTURAL MEMBERS(RE:STRUCTURAL)OR EXISTING DECKING OVER • BLOWN-IN BLANKET INSULATION AT JOIST CAVITIES_R-38 MIN. OR EXPOSED PER RCPMAIN LEVEL DECKING - • _ J _ •SEE RCP'S FOR CEILING FINISH YEL: 107'-10 13/4"' H H L H H H 7 I I SLAB ON GRADE ASSEMBLY(INTERIOR FLOOR SLABS ONLY) o •SEE PLANS FOR FINISH •STRUCTURAL CONCRETE SLAB WITH HYDRONIC HEAT TUBING OVER ^ DATE ISSUE • 15 MIL POLYETHYLENE VAPOR DIFFUSION RETARDER OVER r • RIGID INSULATION_R-10 MIN. OVER 3-28-18 SRI REVIEW • 6"GRAVEL BALLAST 4.2.18 OWNER REVIEW FRAMED EXTERIOR WALLS 4.9.18 DRB- Change to Approved Plans • SEE ELEVATIONSFOR FINISH • HOME SLICK ERRAINSCREENOVER 4.24.18 OWNER REVIEW • AIR BARRIER/WEATHER-RESISTIVE BARRIEROVER k LOWER LEVEL CONC. • 5.10.18 BUILDING PERMIT I • 2'PLYWOODSHEATHING (PERSTRUCTURE)OR EXISTING SHEATHING ON EL: 100.-0" • 2X6 WOOD STUDS OR EXISTING STUDS 6.1 1.18 PROGRESS SET • 3"SPRAY FOAM INSULATION AT INSIDE FACE OF SHEATHING_R-18.6 MIN. A 8.16.18 PROGRESS SET 2 • 2.5"BLOWN-IN BLANKET INSULATION_R-10 MIN. (R-28.6TOTAL) FOUNDATION WALLS • DRAIN AND DRY BOARD BY MAR-FLEX /R-10 OVER / 1 EXISTING CROSS SECTION • HOT-FLUIDAPPLIED WATERPROOFING OVER • CONCRETE FOUNDATION WALL(RE:STRUCTURAL) 4.01 SCALE: 1/4" = 1'-0" • 2x FURRING AND INSULATION PER PLAN ON INTERIOR R-9 MINIMUM FRAMED INTERIOR PARTITION WALLS • BLOWN-IN CELLULOSE INSULATION BUILDING PERMIT March 23, 2018 0 EXISTING ROOF STRUCTURE 411 p7O,pR_ '9O r _ _ _ AREA OF NEW SHED NEW SKYLIGHT ._ .,ON * PREFAB TRUSS DORMER \� ATTIC < 4006 JC"/ STRUCTUREAT ATTIC 12 R1 . —_ \AREA 1 ' � � � - \ ��S 1-9-------_, I__I _„_110111k vi Pr' 9 - -I,- -.11111N111111111111111W , s1- cl I I MASTER N BALCONY ri MASTER _ �� -- BATH + NEW ATTIC y_, I M ,I, CLOSET o PROJECT: 1720 2 02 + y 11 0 °' 204 r STORAGE _� t 4 N = SPACE 2H 5 o W3 o BATH TWO .0% "' MASTER MASTER BEDROOM �▪ � ROAD BATH EGRESS 81 1 F3 F2 WINDOW FOREST I - UPPER LEVEL F.F. . _ �t,� ___ _ _ • • UPPER LEVEL DECKING _ — — — 116'-1" 1,i U• 115' 11 1/2" VAIL , LU �� _ _ _ _ _ _ _ _ b COLORADO §4 ° LIVING `° STUDY ° LOT 20, BLOCK 7 ROOM o Nz �, 103 BATH o ` ` °o — W 1 U 105 + o VAIL VILLAGE EGRESS ° FILING �� W4 WINDOW `7_ NL - MAIN LEVEL F.F. • _ - F5 F4 00 MAIN LEVEL DECKING I = 108'L -0 3/4"' H H H H z 107'-10 3/4"' 1BUILDING LU o- o BED-00M FAMILY BATH — W2 m zo T. SECTIONS T - EE ROOM ONE 102 001 008 ° EGRESS-1EGRESS O F1 WINDOW WINDOW M r°❑ - 4 BASEMENT LEVEL F.F. 1 Co• .BASEMENT LEVEL CONC. _ • 99'-7 3/4" Y 991-7" 12 PROPOSED CROSS SECTION A4.01 SCALE: 1/4" = 1'-0" 2� PROPOSED SECONDARY CROSS SECTIONA4 • 0 I A4.0SCALE: 1/4" = 1'-0" *Ai OF go „r"44..„ .th;114til M. 7:4 fi 3 09/14/18 J J _ _ - - _ J _ J _ _ J ] _ J J _ _ _ J _ J J _ J _ _ J _ J J J _ J - J J - _ - _ SHEPHERD III I H I I II I III I II I I II I RESOURCES II I r INC / AIA I - VAIL/BEAVER CREEK EDWARDS COLORADO 8 1 6 32 970 949 3302 WWW. SRIARCHITECT. COM II UPPE115R L'EVEL-111/2D DECKING EL: 0 II MATERIAL KEY: _ _ _ _ _ MAIN L0TEL DECKING DATE ISSUE 1 DRY STACK STONE VENEER TELLURIDE SAN MIGUEL 1 ii EL: 1EV10 13/4"' 3-28-18 SRI REVIEW lx T&G VERTICAL GRAIN SIDING WITH 4.2.18 OWNER REVIEW — 2 +1-5" FACE EXPOSURE-SEMI-TRANSPARENT FINISH - — �� — — ,[ ''� t - 4.9.8 DRB- Change to Approved Plans 0 4.24.18 OWNER REVIEW 3 HEM FIR TRIM WITH SEMI-TRANSPARENT - — r —T - _ FINISH ---\\7< - — 5.10.18 BUILDING PERMIT �� 6.1 1.18 PROGRESS SET lx T&G VERTICAL GRAIN HEM FIR SOFFIT — _4 DECKING WITH +/- 5” FACE EXPOSURE 7 :Ai � 8.16.18 PROGRESS SET 2 SEMI TRANSPARENT FINISH � 5 STANDING SEAM METAL ROOF WITH FLAT PAN — — r f T -, _ rl —_I — AL LOWEEL: R OLEVEL CONC. -MINIMUM 24 GAUGE- DARK BRONZ ECOLOR — — — — — — — — - 6 EXPOSED STOVE PIPE,COLOR BLACK 7 EXPOSED HEAVY TIMBER ��� EXISTING NORTH ELEVATION A3.03 SCALE: 1/4" = 1'-0" 8 NEW METAL RAIL BUILDING GENERAL NOTES: PERMIT 1) REPLACE ALL WINDOWS AND EXTERIOR DOORS WITH ALUMINUM CLAD WOOD, FINISH DARK BRONZ EEXTERIOR. REFER TO DOOR AND WINDOW SCHEDULES FOR SPECIFIC INFORMATION. 2) ALL FLASHING TO BE METAL TO MATCH ROOF AND INSTALLED March 23, 2018 AT ALL LOCATIONS REQUIRED BY CODE. 3) DIMENSIONED WALL OPENINGS ARE NOMINAL. glk — WINDOW REP. TO FIELD VERIFY ALL OPENINGS. A4.03 4) EXTEND FOUNDATION WATERPROOF MEMBRANE UP WALL 30"MINIMUM ABOVE GRADE D 5) EXTERIOR LOUVERS/VENTS TO BE PAINTED TO MATCH ADJACENT ��06) ALLFINIVENT STACKS TO BE PAINTED TO MATCH ROOF COLOR NEW STOVEPIPE AND CAPI 7) SAMPLES OF ALL MATERIALS AND FINISHES TO BE SUBMITTED TO *ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION REPLACE WOOD SHAKE ROOF WITH �� , '8) ALL EXPOSED STEEL TO BE SHOP PRIMED AND FIELD FINISH r4STANDING SEAM METAL ROOFING,NTED 9) APLI EXPOSED GUTTER AND DOWNSPOUT METAL TO MATCH OCOLOR DARK BRONZ E <�ROOF. DOWNSPOUTS TO BE HEAVY GAUGE PIPE- NO FLEX s, CONNECTORS — 10) EXTEND ROOF WATERPROOFING UP ALL SIDE WALLS AND CHIMNEY FORMS A MINIMUM OF 24" 11) SEE ARCHITECTURAL DETAILS FOR ADDITIONAL CORE/SHELL INFORMATION AND SPECIFICATIONS. 5 12) REPLACE STONE VENEER WITH NEW DRYSTACK TELLURIDE SAN MIGUEL STONE, PROVIDE MOCK UP FOR OWNER AND PROJECT: 1 720 ARCHITECT APPROVAL. ffi - - 13. REPLACE WOOD SHAKE ROOF COVERING WITH DARK BRONZE r STANDING SEAM METAL ROOF COVERING. ��I■I■ 4 L 85 14. REPLACE STUCCO AND SIDING WITH NEW VERTICAL SIDING BY VINTAGE WOODS OR EQUAL. BUILDER TO PROVIDE SAMPLES. REPLACE WINDOWS �I-I- FOREST ROAD 15. REPLACE WOOD EXTERIOR RAIL WITH NEW METAL RAILING. `i ' REFER TO DETAILS FOR DESIGN. VA I L, I / T COLORADO 111 HORIZ.WOOS SIDING LOT 2O, BLOCK 7 MATCH VERTICAL 1r — — — — — — k UPPER 5PER0 33/4'DECKING - IVAIL VILLAGE FILING I 2 REPLACE WOOD RAIL REPLACE WOOD SIDING WITH NEW METAL 12 I WITH NEW VERTICAL RAIL I 16 GRAIN T AND G SIDING - 11H1•.. I NORTH ELEVATION III I 8 I1 EXISTING AND .. _ _ _ Ih _ _ _ _ _ _ _ _ MAIN LEVEL DECKING I- EL: 107'-10 3/4"' PROPOSED _ _ I / rN " - Imo. m ism i NE \ - .11....■. — – \ y' N.Imillim \ y , 1.11,_m& mal I. ' - INIMInTrrMINEI61 • —i - - - - . LOWER LEVEL CONC. — — J ' EL:99'-7" A3 • O4 AI O INFILL NICHE WITH NEW STONE VENEER REPLACE WINDOWS NEW STONE VENEER 1 PROPOSED NORTH ELEVATION A3.03 SCALE: 1/4" = 1'-0"