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Vail Golf Course Unplatted 1785 Sunburst
L` LIST OF DRAWINGS # 36 A01 SITE PLAN . . A02 LANDSCAPE 6 TOPO PLAN 1 / 8" i ' -0" A03 UTILITY PLAN 1 / 8" = L ' -0" A04 FLOUR PLAN - GARAGE LEVEL L ' -0 " A05 FLOOR PLAN - MAIN LEVEL 5�" = 1 ' -0" NO FLOOR PLAN - UPPER LEVEL `y" 1 ' -0 " A07 ROOF PLANS ':" = 1 ' -O" A08 SECTIONS 1 , 2 , 3 'y" = L ' -0 " I A09 SECTIONS 41 51 6 1-4 11 = 1 ' -0" U AID SECTIONS 7 , 89 9 `z" = 1 ' All SECTIONS - THRU WALLS . . 3 /4 " 1 ' -0 " rY Al2 KITCHENS , BATHS , LAUNDRY PLANS u ELEVATIONS . 1 ' -0 " I A13 INTERIOR DETAILS - Fireplace A14 EXTERIOR DETAILS A15 EXTERIOR ELEVATIONS m U - 5- 1 FOUNDATION PLAN y" = 1 ' -0 " VAIL G(TLFCOURSE �� Q S- 2 FRAMING PLAN - MAIN LEVEL ';" S- 3 FRAMING PLAN - UPPER LEVEL 14" = I ' -0 " m S-4 FRA1 !INI PLAN - ROOFS 14 = i ' -0' E01 ELECTRIC PLAN - GARAGE LEVEL . 1 ' -0" Sepia W' . I E02 ELECTRIC PLAN - MAIN LEVEL a" = 1 ' -0 " Sepia O E03 ELECTRIC PLAN - UPPER LEVEL ry" 1 ' -0 ` Sepia / ' >- � HOI HEATING', PLAN - GARAGE LEVEL = 1 ' -U " Sepia I 1 W m M02 HEATING PLAN - MAIN LEVEL IIo = 1 ' -0" Sepia J H03 HEATING PLAN - UPPER LEVEL. `%" 1 ' -0" Sepia MO1 PLLptgING PLAN - GARAGE LEVEL V -0 " Sepia I , Z M02 PLUMBING PLAN - MAIN LEVEL III a 1 ' -0 " Sepia LL7 f� "103 PLUMBING PLAN - UPPER LEVEL L." f = i ' -0 " Sepia W V li M04 HEATING PLANS - L014ER § M1 .011 AIN LEVELS ty" 1Q Uw � �M05 PLUMBING SCHEMATICS 6 UPPER LEVEL 0 w Q Q IIEATINC PLAN ',," = 1 ' -0 " ■ Ii = 108 . 87 ' O 3 D 36 0 1 (131 1.) .„' to 1 . = 68 . 98 ' in in m a NOTE : r �A xN Original grades a _ for final grades RE : A02 Q r ,'v 0 F = 112 . 37 ' / Q D = 56°21 ' 11 ” L = 1. 1.0 . 53 ' Its do jk1K will U R (n n -- VAIL VALLEY FILING .NO . 3 \� LOT 2 O Liaiiiiiiiiiiii i -- �, S/aE hack lines 7tl ' i ._ 1 area : 13 , 823 Sq . !' r . j . ; j Z W W 0 > ' W r �e'01 r� W SUNBURST DRIVE G Health Fire �./ Approved �] Denied C`i d El ❑ 0 _! Wandity of Permit / \ LLL(LLL��'� (0 Sec. 303 (c) 1982 U.B C Y The R3saanee or granting of a permit or approval of plans and J J specifications shall not be construed to be a permit tor, or an O approvai of, any vialdti0n of any of t o provisions of this code W SUNBURST FILING N0 . 3 or of any other ordinance of the pirisdlce?ion. The issuance 11 , ^ `� a p.�rn-pit LaS ri Uf,)0l plans, sp ^i�ic.rtl�ns and other data shall U� ` PULIS RANCH not prevent 1110 LJildi I cf� l ir1 n t' err +Mier r quiring the n `� correction of errors in saiu puns, sN6611'a ions and other f ( • 1 , ^ data. " J `—]J u�) _� DATE: L Q <l W > DATE SITE PLAN 4 5 83 SCALE I " = 20 ' __ . s_ ._ w _ - - _ _,-_�_ _� - , ,- _ . . _ _ _ _ _ �. — .ra ] r 4 ` g a •;\\ �" 1 , .\ _ _ _ - y Ilt - 8 ; F _I. .� _ +,1 ` - ii •F f'k S , �:� erLIC l dii,Y � 2 f& 8�C3b- p - `ti K 1 S`T 1 t'�+1� f 0 . a, �� l � '� 1 -._:\ i -i � \ It !e w 't ,_ N�Iii r i E'. A <I . . 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K 2x12 ASH PIT 1(a 3o'x30" ACCESS i"r K 000R 1ZF_ :A04-3(5A y t ®RE = A04 - 3 Z d 20 0 3Ct' x 330" DOM O ^' i l ®RE : AO4-3 WORK 13ENCN R AREA Z � STSTORAGE II 0 m l� l 1 FILL 1 HI: 1 Q O + � CL IN 1 I� g 1. ® _I S 48 4 ELEV. - g 314 o q°ASYR PIPE S1,S2-(o I` 12 � O E — - g 3o'X'3o' KLErfi I ( �(j�. fr M EG:t' i_ 2M 'INJL`( O n -3/4!I 6 -3 2 b rooK I= :AO4-3 I (NgLL$ ANN c f .aNU 2 4 '1 ADJO11:1 J �:h t��s\ y. vl t ARB W, be P. F.V. 4-or r IF law I n _ a _ LINL- r : x : v_�_ •� r p w w t w r 7 _ — -�• ' t I- i0 2 -8 6- 2 -0 IJO :� rIF t � r 4_ a •o !! `` •• �y ✓ f f - l.�'1 LxY- - •� N M i - _ d- I , FIRST LAND1116 s9 ,I I I .. f £ . II II I� I lI . a -. a • • ll — — — I 17 l4 2X4 STUG WALL II LOCK NIL b - - I' I I !"erbn - >(pN M In tAsmmy Nag 11 Joe ?v Ao4-1 Ili ' SrAm 1 1D- Ili 6 I(c'-O" 3u `Id ' l I ; II 1 _ 3 li I l F o"� tw 2n II' II 'I I,l lyzu - O Ill t 17L0N 2 Iw u 1 ' / I 8L , (F�WEAT WALL Ito I Andw IN llt I ill E' •r/�TIOIv «.M., No ,illi No 8" t O I . � l i III , II i f = - z a N, ' I' 1 7YPiCAL MASONRY rr<ti+t of i' I WALL . R,E ' X1 - 1 - - cA 0 - 2 -- LI i NINON. 79 4 n � � ' III cw i i JTEL45 I if n DETA- Lt 31 MLAR 4 J� N /(� ` L 3�s"x3V� x /a x4a - fl �A��7 P g1 x12• CRD. t24 z RE Ao9-6 FOR LocAT INS W x 30" INR'(CO/MIl.0012 IN WALL . 20 ;I'g 72 �� o l I a" _' N METAL DOOR O e.IN P ' t ,\ J TILE N Nor - Q —•t _. f 2x6 5TUQ WALL t CRAWLSPAGE # - x FSgGKFiLL a lfi c _ `- DATE aq — — - N, INS } - lI - —Ala A10 3- 2x6 FbgT(ukiDER SAM) DETAIL DETAIL TAIL 64jo Y SCALE 11/2" = I'-O" SCALE : II/2" = 1'-O" SCALE r �" -0" OR 0 6 - z so 5-0' ► 4 5 83 A044,01J 15L�u a14•n �L6N _ GARAGE LEVEL. FLOOR PLAN SCALE = I/4" = I'-O" - � ,51LE FCCr I IJG K . � St- 3 4L� IIL OM bI-O� 11�O" 51_Zn L 4Ld L 4'-0" 2�L3x 17L; Aoi- I o-7 - +��L. s *+ t Al � � • IV P3. , Fr y H M .1 DECK - - - - } r Yj " La In o x. 27 Aeove 22 —1 W,�jji , i I I��ED - i I � GREAT RM ' i I DINE y t: r = I _ . +- -4 � L ` � � I I - - ■ a Tn I a I I 0 I I I ( m w a; -` _ I _ I 5'=�" WET 0.x _ W I I O _ 3 ° - 57 1 in 5 UD11GT N6R -- — I IO K P �'L� '�u L3yz' °r G \ I N \ / - 2 0 _ yg ® IENTRYI `- CIE J - - - - -I — - - - - AI50V (a1iT O i ! CEILIN6 ' L j BEAMS y r II O - O BRICK U VE i4 r FOK STAIR F STEEL SrIOW 6FaTE Ra :S2- '4 I 1 I I I FIRST L,gNDINb / \ �• A ..i.= 'I; i .a Q I I — Vt 4 Q I I A10- = v DECK N - 1 REOAO'I-1 - - - " " �. e a 2'-2p "t - 57O R/•11 V LTA 4 _ _ — — — — • 1 511 . = 4 I � Fb Ft�ST - S ' F f y .V _ £ :1 Q L tV oATO A� A10 -7 Alo-S p 5Yi" 5 83 4! d 4-00 15'-b" 8'-4" le A05 9 MAIN LEVEL FLOOR PLAN SCALE 114" = I'-C' a 364Px 32.X" H S� m 44 GAL : i 6 °XZZ1IcbL11'1JI Nil WkTw W1 KnIJRE N JgE lest WA11:K ' ' ' 1 � � >� y 7T IWWV 'e 2c�o IZ LW. 2 O.G• <## rL-i I_(O " _ - 1..3Yix 4'_ I g PLAN O SSECTIO B N V- IOV 4d' 5 DETAILS lu it I" 3yc" 11 ' ' Y 31 0Y 3' 011 4i Jl 112" = 1'-O" - V — \ 1 r \ ry' I a � 12 . y µ 1 -66 UE 5 Zx6 POST I M _ BR _ t MI6 x16 - CRICKET FLUE11 IL ABDW 1 L 7 o CCN. MIJE`( K @ 5 `-3" I-qY 3 aNO � te 5ft r Y 41-dI IYs' / I �4/ 12 ROOF °o�12 RbF�N /a do X 10 11 to B-2 a It I = 3'- ! a L - - lb " a R u _L (� o 2 CLOT. RE "Aobo l t Q n J I � I 21 _ 3 $R _2 cc i I . . � a s ; 1 � I - 1 �I-DII I o 4 0 _ 3 ',"j W 1.M1bM� 4l ' 4 I I lei Aga II�� t. I _ I w O I Y 212! '_ (ow - 1151f 1 514" c.3y° I I ' T 3-11c" L IDu L cl Al 4/ i2 ROOF 4/ 12 KODF\ 1 SL4" I 1-fin 4o" DA E Aoa-e 4 5 83 A06 UPPER LEVEL FLOOR PLAN SCALE 114' = I'- O" � z Atli-6 RId-7 A u - NF; : . . IN IN IF IF IN INFI- � . - • FI }EN S3I R � . A14 2 ' = x IN IF III NINNY "IF I, OFF FF - - - I 5� ✓ 11 . — I NIPS IF For J . �y 1 � o • RDuND lOPPEU CHIMNEY - 10 s I o O Q 4/12 Its 60 Q a � 3pT IF 31 ! Q Q I 33/4 / 12 33 A2 0 (9 loom 0 ¢ I I 31 O�- - - - -I IF N I ff A fs N If IN IN IN, 10 -q A14 2 ~ 4/ 12 tS 4/ 12 All I V ✓ROOFING NOTE`" M-MILS " RE = A4 . : F. t ". ;;n NO } IN } i ; r IF V.. t f V. tF< If T. DATE Ml1-(o AID--7 1 ZEM A07 ROOF PLAN SCALE 114 ' = I'- O" Z 36 AO�i-(c Alo-7 AIO q AU-8 --- 32'-Ilyi" : 5' S'- I 'H` 6' 8 „ 41_Ox —7 — - Z � b" 27 " IYi' Zr- t ' I ' i3EAM 1 -- --- _—. .. - ----- -- — --- - -1 — -- I j. 'ziDUE VENT 32,71.6141' � I I L�4 b '�4 = _ 2E ' a;4 RIGYOE i O I �'a'• -1 ' / 59fs" I � _. -.. .= �� - � K�C�F ovE{1JiANd wL : A14 - I �y — / -- _ — --- --- - - =� k \ I �;IMNEY FZO UP vEfa S 2 a r-- ` 12 ,E CA x Z2 ,2' I All - 1 ! I r•• I 9j 1' I , I 3'- IIh" F�7 7 % ' RE = A 4 IlS M (HALL CL . BED OOM 2 —�-- i I 4 - - - - -- - - d _ --- — ---- - 3257.4-'FI WALL . hi ; N"SECT — II a r,?F I F —Vir , s \\ f 1G — JPPER VEL I Q r� y SEA'"v -- I 2r 5K �ir4— - --- -- — --- — - — 16 - 3Y4 5!i' 1' tl. —1 xn : ?CAN - n CL . j BE R 1 4 V/ 12 RooF ovr zw,Ne —� z+= as 1 ( M) 82 449 --_- - --- — — yAIJ AT , NUT w% _ - - N Af4ts -2 A00 9- - 1 !Y1 �:UT 2 eJmQGi Mom I - Zx8 X 45�' L'i N 41-611 R v 4Dml%4' Svc r `- INSTALL (a 7" GEN1ELt •J 1LI 4A 01 RKU TILTS 33 CHIMNEY " J _ ti u �r 2 wnf?lt>=+Z> 2 -2x!2 HEAtJER W� APPLY !fhLJL16 b T I Jill-�HE� tvt£TgL _ �EFVtizE Drt_IVIN(� t3�AK� 'eFaE�k R. 4 3- Zxlo HFADEIZ -� s � �`,m I sM .K BIGK VENIEW RE : Al I , Aoe)- 1 3-2x8 H N EADEK A i _�:�-� �r-- 'r';" �y� • t�, POTTOM OF HEADUe f Jill 2n12� L Z4 QG_ 431' I �: 6A . ( METAL- - . B FIREPLACE � _ E�VTIRy r GREAT .. I a� ROOM ' � 31RD5p�' S11=EL SNON ' I. h'o• N�-'1%' IJOOD fY�� ,i .. r . fRATL RE'S 2 rill I 1 - - ^ 2K :Vdl6 Ill. it tea, 524t..'1ne' TM.n A 1-2xlo ewLT-b , r: :Atst- �z 2 clots SCALE r - r-c - 4-, P = - - I _V101. 3 2x1o's iu z ?xlo LETXiEtzr{/ �S" FLUE J Jill M TA T� CRAWL SPACE I z �yx p�2 v�r+c�av/ -3 � �All Pir � s � DOOR — let cow, PBL SMCE ELI i .o `o RE - ao4 3(5 w1) \ o ryy - =m d'm coNC Rpleanujw I I _ I 40M*MYM • Jill t?Q 1 .33' vii TW 2-4 sVE w/6 - -- �-. I 1 ® - - - - t= 111 111 � r - - - - _ � - - - - - - - - - - - - - - ti, L I III ii cork. vav -- L� I z' Q• sA• Kell VWK CANG. }IAp Jill L - - - - - - - - - 4 _ - - - � �� zs= �' f Jill T� 3 , BUILDING SECTION a SCALE 1/4!' = I'-d' OL D Alo-5 AIO-9 A09-7 AI0-9 AIO-13 I e 0. 87 .6146' {JLE YP 1. 7 a i ( WDEE t KE • AW- I wjvm _ I 12 0 !4 Ill -D52 96_ _ = RO. X " 12 cr 3 _� -tAM LA14 � 5�a GI.0 NOTE `=OO�Rp DI N510Nn.!(z d u Np F- VEL t T �J114- I OF - SIB^ , RE - A05-4 Jill rill 6 12 ® 12 - IMNEY CHIMNEY 2 M. E IATH 4I >z�:niL MASTER B DROOM 7n '• 4 -t CRIGICET "1 !& , GR tGKET Jill LJBVlnft I" +1Z7i i�l 14x26 OO \ O O RE: ql2 5 cr 7 . 1 O KITCHEN 2E : AIZ O ' 2'460 Pf qp,�, I i2 AI•S E DINE "' t ROOM 3�' O WOOD Sac rs 21 JUVILA - -- 2Al2 24 - ' 2112910I.6PbER I z �Ip 1 1 I I I ft B Zoos. (Z PER P1EC� row ) ; i < ARAL� M 1'�,� -Y} DECIC RAILING -DECK PIERS ---- COURSE GRAVEL• ASH ��2 CRAWL SR4CE 1 5 UIJ�7 r✓ I 10` 4 wNt- rleRs 41i DRAIN TILE I I PIT SH PIT eaCi�RK L ii.IG A� AQE sib 6'x'617. a I I if Ill woe I I I I I I I R -i GvF[a4ANllAL Ro YA OAT* IM L..J ECHANICAL GARAGE JAI MD11i r{aI Jill T�rz�snav bill.d — — — — �- — — �- — — — — — — — — — — — — �— — — 5 8 3 — J eF..M ° Il Klo" ?HIGIC - i II 1`t4• Ill'- ql�r+ - COWC- PAV5 - _ - • - - A09 - - BUILDING SECTION BUILDING SECTION 4 SCALE 1/4 = I'll SCALE : 1,il = I'- O" ♦ �R w �� I Set .z v.� { Ali F iFe art monsoon@ tt fs ;_ ' s _ li % ��, ; ': --- ■ \ R N N .•.•.�.. • . •. .. s � - „ .......�ww.-,.�..+as..... • �� . tE ■ EEtE8i4E • � _ � I _- O -- II■ .■ _ � .. ter, it %_yam } n �f • - - l ! It I � 6kt ♦ o� r'y a a • J J _ Fit ' P u • «.�c'-r_L.. ...._ _ _ ._ . . _ _ -ter. ..� _ ..✓; = t „ rv.r.-<=�.:.�... _ _ _ _ _ � e • I• _ s • - . rs. i � I • + ■ • • ■ • title moll tt Ott i s i 1 V I • r ♦I • ' I 1 '� k � " p �.w AID �`• � ^}, . ® ■ ■ ■ - i # t r f= � ' I � i'I� � t � ■ is �+-�," ;� sN ,� ♦ • - ' - � ■ i �� ■ � ■ ■ ■ ■ � � ® ■ � � � I J • y • T r any 4; � s • ism �I i®EiEie EEEEE�'1 EEEEEEEr t' EE SAMPI OL f 1 9 • I • MR10110 S a YY — S x S 4 in a i .6'- 83/4° < , �• : To oUT51DE OF I UPPER LEVEL WALL I2 514 � —134 2K12'S $S Y , s { . sl G tl xLAM 310 3/e' O � , - -- -- - 2 -2x6 PLATE 10 m m m m 2x615 @@ I(o" O.G. l MARIM6 P [L 0 , 23/4" 23411 C2Y%G NAILER 2KI0 FjLOGKIN4 - U LEVEL ' . : 2KIz�I F� . RoOR ' f PLYWOOD = 0 0 0 W14x210 - a J In - - - FOR�OISI B �IIJ(a 77 2 Q -- - 2-2x6 PLATE VF�J��-- - 2x2'5 24" O.C. O m 'Ya PLYNODD LM u '— 2A6 STUD HALL 2BEARIf Tb�WAI L PLANTER 3-2x(o's { 234' DE 234" �2x io NA LO L.EK u R r KINb r•t 2x10 BCkIWa STUD WALL MAM LEVEL / 2x12's x TW 0447. I :4y k 4 STIklA --- �� > K FIN LOOK ' Y�/40 Ted _ 2 � 5 �p � - BRIC — s T PLYW 2 o C.-- - � 2x10 -- • �4°PLYWCnD - � Iti14x26 JENMR PLANTER— ROST J / I'- 115/6° cNTRY DOG�Z R.O.= Q ' -2k" SHIMS ? _ FoR, I T PEARINb I S° CON. . BLOCK ry �Y 211 .3'41 2 -2x4 PLATE *_ f DETAIL } IJ SCALE : I" = I'-O" TZE: AO6-1, All- 1 Ala y. 64pp A/iG2Q1I-'1'`` 1''S1'/ II 4 L � Z� NOTE : _ s7d " pG . " FOR Jp15T I N _ . SPACING 52, S3,S4 4 -- GOIJTRpL JOINT - - •.. " ; °; NO^ RJ►.1C� -- — - N Q rw 823t).(0-7' DATE 3 -4" 4 5 83 DETAIL > > SCALE WALL SECTION 4 RE :AII-1 WALL SECTI QN 1 SCAL E : I" = I'-O" v, Alo' E 1' SCALE : 1/2" = -O" RE � ' , AO ,- I 361 r . r I I U — e pop 1 -- -- -a -- -- — -- ---- — — '1. ` AI i . . • a : � . r .. yj 2 4 3 ♦ • ♦ • fir:_ 't € q rjr 1jA1 I• ti z i° F ' � h 11 M 10 AMC ni Wo AM _ v i I Ifr I . � � 4 • ur � � • i • • � �i� . `� & ' y ' 9 . mi I II 1 I �i� � ' " - ► Ip� -. III �� �� r :-- .� a it , ) � I I 1 � r /.1 a -a • y 1 _ 1 so .. i y •.I:•a.l Af i a� fi NCB �- �,• T cx10 BLOCKIAICa ' Y " PLYWOOD 1:, r 4 e`. PLY V�k�pp IZI55.4 � P.NW000 8185 6 4' px OUTSIDE RADIUS r i I @ SVLA END, i @ CENTER t Ln -r) ? — - - - SPARK r ' DEFLECTOR z a - CEMENT SS1F"+t Y TM I � I I I I M � I . ■ • I i •rnA �:'- FLUE O I I I aLllF 5LOOCCK - �i NbCIiIMNEY m I I I � --CRICKET i2 8" CONC, FSLOGK 4 - -- cK 2x ,o O O I I6" x16„ FLUE - • o:c . tf o � '�` AI3- 3 r W LATE HT. a 6 0 o a _ % '" cHAn u - STONE VlE a a p4MPER SMOKe SHELF - LMITELS : L 6"x 314.°x �V 2" ReuF-F -� _ '' v a 7) ;t 8" GO1IG, BLOGK q< ap Atx oU Z a FIRE 50K 6 CO+JC. Si-0cK-� `;, �• ' FIRE B 1GK O „ ---FIRE E3RKK N CO SLAB BRICK > 4 's 12' o.C. EACHH/ 2-i � " 2'-8" FIRE BOX WA ( 2"CLEAR F�UKEp OVER BRlcic CORRUFORM n vuMP - 2x6 5Np WALL- , w cc �TCUF VENEER - J n k UNTFL 2- Lc"x3h" xg/e TILE HEARTH WOOD BOX TT rr��II�� L -- 5 oN R 4COWC2 o�'c, AcN HOOD BOX _ WAY " cLEAtz MIN. -N 6" 5 O" P-b� / m c VIC . p 1Z 11-V f ' 2'_rou 13„ ILid' - - iiix I G HEAZTI- a ms`s, 1 FIREPLACE PLAN - : . . - 2x12 F3L.00KIN(3 2x12'5@ Wo. SCALE I/2" = I'-O" Nil s � � OF 0 o e o + • o U TI W 'I III \-- TILE HEARTH f L��gqVE SP E 8' Comc. &DGK I . I ---- - 2 xIO LEDGER ,�/ FILL CELLS W/ I „ 1I)Vf x8" IZEDHEA[9 - Y 3' Ste' -ok," 3_ �, I BOILER F E SROUT---- - - W05 Q! 240 o.G. x R o ! 4' n !2 PER PIECE MIN .) A13-3 =a : //2- LED6EIZ +Y - - 12" CONC. BLOCK FILL Vz" x " REDHEAD SIN. GRt1DE — _ W/GQXrf jLTS ° 24" o.Gj „ N f'. CELLS = ` a . �, 2( PERIPIECE MIN . - ASH PIT On o - i2 x12 ASH PIT0JO(7(H CRS o 0 - 4c DooR , RE ' A04-3 ( IM) L 2z2'x�'ib'-- -- - -- L ' _ - - — 12"xl AS1} PITY DOOK II A04 -3(si; M) FILL ELEY I i " i I' FILL El EV- II'I' � 1 v 2 ICA RETIWFoRCF - .F I,I. �., I� I� it I 1JOTE � + � ' c ANT IW6IZE = Si 1 -- I :: o t 8" CANc. - ( �r �iN �G CELLS BLOCK I III, I Ij TYPICAL FOOTING I I I RE : S1 - I I ' 12° COWL. lll' \\ I I` BLOCK \ I n :I — — -- — — --- TF 8239. 67 ' I — — - ° I hV , DA 3' Sj✓a Y4" f N FIREPLACE ELEVATION FIREPLACE SECTION FIREPLACE FOUNDATION PLAN A13 SCALE : 1/2 = II SCALE : 1/2 = 1 -O SCALE : 1/2 = V- Is 36 , INSTALLATION :- To ensure proper fit and appearance , care must be taken to ensure oath horiz�-nt .: a Sale s1f300Tile INSTALLATION INSTRUCTIONS : INTRODUCTION : 'Ilse object of the tecomrncndaLtons provided below is and vertical alignment is maintained . Attention should also be given to properly installing underside- showing reinforced to help promote the highest standards of workmanship , to ensure a long lasting , weather-tight ridge , hip and rake tile along with valley and flashing material . All foreign materiel and /or TABLE NO. 1 ribs and anchor legs roof , particles must be removed from the interlocking area of the tile to allow for proper fit of NAILNlO SCHEDULE TECHNICAL DATA: Series 1000 - Slate/ Shake the tile , Cracked or broken lilt- should Eliot he Installed . Tiles cut to match angle of hips or FOR WESTILE NIIftAWC110111643 ROOF TILE Width 13" 330 most valleys are to be inspected that they are not damaged , cracked , etc . and should be cut in a AS PER U.S.C. TABLE 090, 32.8 Effective width 11- 7 / 8" 302 mm manner that will insure the integrity of the tile . WESTILE Series 1000 Slate/ Shake tiles Length 1611" 420 mm must be installed with courses staggered . Series 2000 Double Roman the may be laid in Ntrale.ht Tile weight (approx . ) 11 . 10 1 b 5 . 25 kg or staggered courses . Installation to include the following topics : layout , fasteners i Falp NAILING Recommended headlap 4 " 75 mm (nailing ) , ridge , hip , rake , cave , valley and flashing details . \ Tile per square at recommended headlap 99 92 LAYOUT : In installing the tile the following steps should be followed to help insure proper 14AILMG FOR SOLID ` FERINETER TILE 1 Er_' .. \ Approx . weight per square in place ( 3" headlap_ 11 . 4 lbs / s . f . installation : ( 1 ) Determine the desired Overhang at the eave and snap a horizontal line I SPACE D. SHEATHING AND TILE ON / t3 r P l " DECKING : Solid sheathing shall be of 5/ 8 ' thickness and properly Walled to support expects-d across -the roof at the to of the ills ( for li tile overhand , this distance would be 1S' up oRSOLIOSTEArTmac BATTENS CANTILEVERED loads . Decking material and installation shall comply with requirements of local building codes from the eave face ) . ( 2 ) When using battens (which are recommended ) snap a second line Roof aoFE• wuTBArTENS BATTENS AREAS in effect . parallel to and 1- 3/ 6" below the first line , ( 3 ) Snap a horizontal line at the top of the roof LTNDE_RT.AYMENT ( tile headlap ) : Under normal conditions , the interlocking feature of WESTILE roof 1 - 5 / 8" from the center of the ridge (without ridge board) or from the edge of the ridge board 31210 ressmane12 Erery Till - car, i o,•i a the makes it a weather- tight roofing material . However , it is recommended that all insta latior. (with ridge board) . ( 4) With a tape laid out in 13�" increments - measure vertically from the j in geographic areas subject to wind driven rain and snow or ice build- up , have :approved under - batten line if battens are used , for the top of the tile , without battens , to the line near the ' - Ridge Tile on Mansard Rake or la ment . Depending upon roof itch , recommended underlayment installed over solid sheathi ridge at either end of the roof . If the 1 ' d 12 it) r 12 kv;" y jolt f n , v ` ' •' r ,:e I - Rldge the y p g p p ' Y, g 3-10' increment marks on the [ape do not fall exactly are : Minimum of two layers of type 15 felt or heavier applied shingle fashionandsoli on the top line - swing the tape right or left until the next increment mark aligns with the mopped together with approved cementing material between the plies . ( Tiles are recortmmende to top line . ( 5 ) Mark the deck underlayment at each increment marked on the tape - ( 6) Releat t;-,er712 Ever T :,e rr the process at the O Y fort Heuunmrnd,'h - have 4 minimum headlap . ) P opposite end of the roof . ( 7 ) Snap lines between each mark on the deck . BATTENS : Battens for solid sheathed roofs shall be wood or corrosion- resistant metal , of All courses will be equal and the recommended minimum headlap on the tile will be maintained . sufficient thickness to fully engage the anchor Lugs of WESTILE root tiles ( 5/ 8" min . thickness ( 8) Repeat the above for all roof planes , ( 9 ) Nail tops of battens or tile ( if battens are +o, tell requ„ e.nems see sec Inns J' n„nel,rt „nlerla ,r,em oetatl. to UH 1- o, f 3'lU3• a ' 3A llrtderlaynuant x .� not used required for WESTILE series 1000 Slate/ Shake and series 2000 Double Roman ) . Nominal 1 ” ) at each horizontal mark per nailing requirements . ( 10) Install file beginning spacea sheall„a,q ,s not anowed III at'.1% p .hetllOWmddr ,ven • ""W .rf, : • u,. w + I f ' . I It rr ,d,:nu•nA . d•ii shrnVmiy wdh epprOVbd - - 1 . furring strips are normally used . The battens should he installed with staggered joints , normally at the lower right corner of a roof plane . Care shall be taken to remove all foreign undBrla meni be used to, all mctailannns -- Bead Of roofers allowing 1/ 2” separation between ends , every 4 ' -0" . Joints in adjacent battens shall not t •ccur particles from the the interlocking area ' s to assure proper contact and alignment between the T Ix2battens Fpr SIOreS It-N% ihnli 4 Ir' E+1neIAC :,IC n•t ' A maStlC on the some rafter . The battens should be fastened with 6-penny corrosion resistant nails . and to help prevent breakage and laming . All dammed file are to be replaced . i"" '"1 "'°+' .<•rl't "' h.mm " "' .''"" . """"" :,.phan u,."'+"', „ode"•"r .r""+aI battens 3/ 8" vertical counter battens are required under horizontal battens . RIDGE , HIP AND RAKE ATTACHMENT : Ridge and hip tale - came nsta -e-& wit or without ridge 1 WT or) mope, Pueea 7 12 htnt;oR;A' LAflrns Ur two nnar. per hies ,etp .ar.I 'I NAILS AND FASTENERS : Nails for individual WESTILE units shall be 11-gauge , corrosion-resiFtant , boards . Each ridge and hip the Is to he securely fastened with one corrosion- resistant hall of Wall galvanized , copper or stainless steel box nails of sufficient length to penetrate into the sufficient length to penetrate framing 3/ 4 " or by wire secured to adjacent roof the nail . sheathing 3/4" or through the thickness of the sheathing , whichever Is less . Where non- A minimum 3" headlap shall be maintained . The longitudinal edges of ridge and hip tile shall structural roof sheathing and/or spaced sheathing boards are used , nails should provide required be made weather- tight by a bedding of mortar cement or closure strips or by approved alternative Flashing IJetails penetration into framing but should toot penetrate non-structural sheathing or underlayment . methods acceptable to local building codes and officials . All rake tiles shall be fastened 3' y(fQfE For nailing requirements of roof tile see installation section . with two nails as per above . NOTE : All perimeter tile on all . roofs and pitch shall be Solid Sheathing VentFinshing 2564 ds"V Solid decking securely 1~ Dcle COURSING LAYOUT AND LOADING : To insure proper fit and achieve optimum beauty of WESTILE y fastened . - _ --�-_ by y , � concrete roof tile • it is important that each tile is aligned so that horizontal joints are EAVES : The iottom course of tile is spaced by the first batten strip laid parallel to the "t • ' 'I+• 1 moil `- i . r facia so that there will be a uniform overhang of the the over the facia [o provide for parallel to the eave and vertical joints are at eight angles . The area between the eave and 8 P � � - Batte��uwrEd ,�'��gm "� Q ?• � the ridge should be divided into equal tile courses while maintaining minimum tile headlap - a water drip , Where underlayment is used , the area behind the facia board shall have an �ll �•�T '"�`�T �E�� �l - t . .:.;aid C1 1 flashuu - 1 In ��s Lu W The spacing between rakes and/or walla must be planned to provide for both proper layout and underlayment support extending from the first batten strip to the top of the facia or openings � . . W 6 ease of installation . Attention should also be given to flashing details to ensure a provided behind the facia that will allow any moisture to escape without ponding up behind the _ . _ �'' Ofhigh-rind-biranSrAw 1111•I .Inluui Z water- tight roof system. Since laying begins at the eave - the roof should be loaded ( in : tacks facia . The top of the facia should be approximately 1 " above the first batten strip to make she "" ' " •risen" ' �, / `e T/e" x 1W, wood lath counter ._,1 of six tiles ) before laying 1s begun . The ills placed on the roof should be in a pattern o first course of title have the same slope as the other courses , WESTILE eave closures should ;'j % VV � 7 meet the following main objectives : ( 1 ) To distribute the load evenly over the roof area ; be used with our Series 2000 Double Roman units . - r " -- -- - ! ' ' " "' t°' l•Jy" "•r1 __ battavls Q ((� FLASHING AND TRIM : Probably - ^:+t:.•n� v� :4 ( 2 ) To have the tile where they are needed for laying - thus minimizing the need for walki : :g - - - - -_ _ y [ he most critical part of insuring a good watertight roof system >r� - - - - - - - -- - iLrtH•f - - `. V LL 0-: the tile , which can increase the possibility of damaging the tile . Note : All damaged ' Ile is adequate weatherproofing :Intl providing additional support as required , at openings through are to be replaced . NOTICE : All damaged , cracked or broken tile should be discarded and the the for pipes , vents and etc . Flashing round pipes , vents , flues , chimneys , etc . shall 3 8 be of lead , co R P P y replaced . Use of damaged , cracked or broken file may result In water leakage and other - pper or other approved flexible flashing material and shall conform to the contours of the roof tile . All flashing should have a 6 " minimum lap .structural or or property damage . After installation , a tile may be damaged , cracked or brokt :n g { it walked upon . To minimize the damage , walk on lower third of the only . - - --- - - - -� - � - % Y' W Urtclerlayuient shall cunsistof two layers of Typo• 15 felt or / heavier applied single fashion t - .tod :aoI#d-mopperi ingether with W afitauveo cenit •ntaiq material -: >cotxaot.is 10'- stn Hof 309 nunuuwn I I ,, 11 [, 1 1 �s ` - � ,etwr•, •lm ! thi •'. . : :• pderlaynient draped over hip ~ / 3 r ;r;nr alto untier hip the i• ;I � � tl 0 / ' m � IntrK TILS; - 4= Q W 0 m Z ^ 2 , a L1 1- State. Shake roof life � // - t >< 2 � rA � Tr �ls _ 0 1 I C) l: ► , LLB 9p K ( 9b Cnu1-ITEl- 9$ &T-TCOCS1 (C? 14,1 VS ..\�. -. 15 T F LT - 4 t old ': E Y � L/AV l 71 � � � �S � T� L _.__. _ _ '4Starlo" ,, .. . . !.0 rill ) ' .'Silo . ;�� Fasten all rake Oat Q g lilt, WI it, 2- /6 penny ls Ca 2r r Oclz �iVYWTI � - S, ffIA,3nvE a J S �) C �r ♦� ,� E Slate '? Ake . .Jul the - �:K1 eiplti` -11 1 ,rl 1,1, i !: .f . ' JlandNlli lake hie O / : 3i: 2Ko '( �Itemoc, R � oS - 2 - �3G NO - z40 - n7 k c ° Ml; T41- 34'T'Tt- 9S ANA 1 - �_ \ " Q > y CO1�r1T Y 17 �' r�.S - , IIntl rake tdr? 2y _ y mmmmmommummma 1 _ 1 AT � VTF {Z aNL Oi r t _ toa,urst • above yP, o Y i x L 15 P..`('� n1 , t KRhT 1jDWN � 8c� �a G � j veelsiZE ,1 _ r T !.. � • U3 , C* 2 �. . LIP - /� LL grQOUht � T � C DA2 It ALA- fk�oujlD 1 24 & Lt,. � Us� t 1 Mrs W �g 1 � Q � blTtor� Al - ok r ' /a 310 - A_,tC,}toiZ . A \ AIM �otST L CtyP 2 IZ 4Gfq r`IA �LEC2x� _ �r. fit port— � fi ( mC �. Q � CDniTI �► l) oUS - t . \r U LL. I Is ' au s Nr �1Tra � aiT� � Q ri lL. L - CD > Ul d off flip p DATE 4 5 83 A14 36 t I it h- . LIL -C - ; Ml- �4 A .. at IiII I 1 1- _ _ - ' I r I _ 1 , , Iq 992 -- - _ -62451-25 LAuo1 -' - — &2. � G ..s�2�t,. GpNDE - . - -- ---- - WEST SOUTH EAST NORTH ELEVATIONS - - - SCALE I/8° = II- OIh ITEM MAT I.AI -Mom SIN. SH woof We**" od+IgtsmCro db Shingles Concrete t!1 .. - -- -- - - _ z _ "wig I. to S es � fl P "�, . Q7AtultPT wiBti-a ""' # 37Y-bul ....T. - _ a.-.-... -..-ar .... :.S"cts Sonia *A- 1401k Vo : ktsariais A#a + ' Trim Cedar I x 10 r- 1 x 12 A. },t S�aln 1709 . Stone reek Mural ►tilted' Busk lEt# P� T- Window ` — - easements Wood Pokzi Terra tone Railing -- `-- 01mic _ is 1784 . Y NOTE : Security bars an a}1 lat level vindaes . LE\A7 & E 'i' SHAPtAO . .+ ' . , x Y w3N a 5 83 � C�.J1 .. CONSTRUCTION COm s W� �� � �, ` A15 SCALE : AV - r-LT t P. O. M%Awn" 1440 OESi� �Y ERWIN BACHF?lA -1 r � ORAMNy�, /�€ Y EFZWIN BACHRACN AI r � "v• S 30� ��'6w1�Hd VAS....,. - .; 1 361 52'-roe - - %z'�� xlo"ANCI•IoR BOLT @2'-o"oc. (TYe) 1 " , - TYPICAL FOLIMPATION WALL = - -- 2-2x6 PLATE 4-O II -dt 6''011 I ILo° 5'2" 4'' -5EA 1 n IS D 51LL SEALER k O ' UNITS 1 / :-Cff KNoCO-r -- - - A1JY WOOD WH�c�I I 23-3 rite CRO55 WALLS z - 515 WwTw, -- --- CONTACT W I'f}; eAkd5o O CoNGIZN MUST $E A P A09 _ I " PE TP 41 -7/�j AO - INSoU'1sflLElLdO.C. VERTICAL_.1(% 6� O !C eaE WHIGN pT�H0.s 1 - * o.C. i CELQ S" CjDNC WRY WALL i \ - FT WM-LoF 6E 82 .a�fz AW16A61�: " AV - TYPE w/ t-*5 `q,o�L - TPD 82 JOINI`� I -4" G . --- 8° nl bt7tt- ak F -1 L .J 1 (TYP.) 3 of PIZ BZ4447g2' ! - k 'IF PD 82315.67 I• F_a9T OF 6E GWL : �- PR 9244.604 � , TYPICAL BDND MW @SLAB i . CoM13�GTED F1LL W r- WjjJ-�% , 2 d OGHILoN6� t 2�d; NorZr to " 13 AT TO IS Lp�Mom IN EpUAL MOISTUie PRDOFPJ4 r to cows. r `1 r LA Ta W4LL OcGURs � I 1�c�, EaST WALL of -- EPDXY PRiMEt2 "LFe - PR 35633 6 eta �,, - , M vwM 2°I, ; TPD 820616 1- /211�0.lf{' }' / TI�'D �2�j•b? ' a - - � MAIM pp i' b �TLVE eOveR e I. 3c��ACEKf S � Wow 6" - - -- 6 GOURSa `` = M I I EXPAAl51oN TAM ----- -- -- N-7 GLUE 4 AvDm *5's \ - - I= TAPE, fF &V5b.(o!' SW / IN FWrM6 @ TNO D n 6 WF� Tw 6245. LoCATtoN- 4 8 kv 6x� 10-10 L, - / TW 8247.0633' \ WIKt MGT F I L-L. x241 .0' \\\y� - - ' / Y% tGT(� a T.o$ ' ;. 3- I2' _ I '�5 s coNr. nip oM 4' o" o.G. PfdwlOt= ' TF 8 Y�•b� / , , REINFOT�1rD I I; . I c TOP IFLT " TRA 4w 4 d I t: . IViA - vJ 13245. 833 I ptZAa{1 ' o. ccress t l I TF 1 `IZx 12 A54 PIT PORK _ 15LB2'�9.0 02415.90x02' TVA 8247. 0833 % ; RE -- A03- 4(s1M� DETAIL R.o. I2 4y x121 " 0 15' 1 f " \, �I WKEX7B) D 623b- 67 ' I ' ,,II IF jw 82 . 033' p TF SCALE : 3/4" = I'-OIL j!I FILL 6240. 0 T5L 82.39 .0'--> illll I UNDER 69i=AT RM. 1 ' -T5L 02 \� ill4 I Z I ' bV �a RT 4 tip @ O20G f 4 11KE O" H15N b FbLE 0 a Ab° " W xi2° TII�K ' / ASPHALT PAVIN(a I (9' DtA. >3A5 e�` O �XGEt� r AS NOTt-D VAR :N I 1 , I C�tRO1 ��0Wty{y7 TSL 82-.5.9167 I i z - z AULKIN(a META►.. CC*J- K a a r Q Flat. S4NN OR TDW i�0 -- -� ., . `� s .3 ' -t4 R inlV tllll� ilr P SLOPE �, ,I EflF"+45E / �l�/. t'!/ ! 11 7Hp p ' I hl�R'iE5 MA50NIZY MALL - r v 7:f,'+f+33� . TI�ICAL � %, �� 1DP eor_ - yka fig' uRYSa1.1D I Tl•J 5245. $33 I(D w FOOTIN65 , , ►G�t • ,51- 1 _ n , _ � t��`i _ : .' ` �` 2'-d' D M % '-O" �j al Q ID(CEPT A KK , I. -' 15Tlli� �� Y` �� �: a � '`` GDhIG• FOO�IN6 NOTED - (v I � 4'XSiR PFPEa24 ' _ ' METAL TtM TF t324�t. 2a17 1 I \ ` -'F ' O"QG \ a, ` 3 gy O sw --• 4' N x '-t]" Ttilt TF 62315.0' � � e �k6 Z 11"fi �c� � �. • -=.. 4 rotrt�A FELL /A " I ( FILL- 2 ► .0' � - 19 EI a \ i Yj Q M UN17E TRY 195L 621609 -O � . Pn , 1 .cry 3 NOES � TF 9236.0 {1 " ACCESS tzoa. - - 1 N/ PIA I I t 2 UAtf)l`�TTlRPS�D "5b1I_ 3 2 ya J T CAST 1N ) t I I I 1I�► -- I ` I . 5 I R o TYJ 8247.0033' 2'/a' _ t '-4n 2 -01 q� I ' R , = AD PoC3T ►+J6 I I _ - -� C r�o1 INNT OL I ( tA. 2 , Ao4, si p 5W -- Q sF - -a z 0 a J✓� - _ I " r I _ DETAIL DETAIL fir TW 1 8242 .C' 1 TW .01 -- -TSL 82�i.o' SCALE 3f4" = I'-O" SCALE 3�4" = I'-O" -TF �238. b1 ' F ULLY ¢ i - - TW 82%.7125 qty -TF am-o' _ - $ 5� W _- - - C P R vy' 4g I 1 - , vEUr "y " LE4 TN . 62315. 67 - - - 2x12 Jogs RE152 FOR TPR 6244. 1049'- �a �p� - I rPD 8237. 67 ZE :A1 - " TF 8236 .0' TW 8247• �3' - - - -- --- T8 b7tF7.oaos� -� rw 3.7oa3 sR �Q 9hi TF 9238.fo7 LIG F X1UKE = - , TW8744.104a' ANC. Alit TM� Tw .1049' I I TSL 6230 75' s MODEL M- �b44-41 -- 4w_L Ys" Z-2x6s a U I 77= 82606.0 F �. KEINPGrdCfi n , { �T LANK 11110 ; `� 4U1-iglA AN _I Ij 1 TF 2:5 .0' . �9 'YI°°� I-3 0 GILT BLACK rtN15M _- - - B ?1M31 r j I fl , tl _ O" Q 71(0" 16" n b" !5! t71O" ZLIr 'v gp-7 T ¢ 1 MNC. AD I - - Z,i 9 I- 5 1 I P1 W.,a4�44's = 1 i �OT�r % r?T e, ,�• INb I+�I. U%) c io " I „ TPR 43.33' - J �' _ -- I t , , WW-�LLE�IATIA11]5 , v�rvr �gc EO 97 Bz IM4 HNAV eN6 ! GrLE dt ' SW -- TPO a23c..o E : b T�J 2915:°M}1`It . � -,� L �zA t o V*V p1.YW1? - 1 RILL T 3 t90 (Jog I Zx4 f $ n 44 17 Uo' -top wwh{, f : ., �n WAN. . ItE = 51-1 rmmj TYMAL. MN;CNR( NOTE : I I I / i>ya+tsr: wt } a" ALL 6" N2Y yyII / /. LOTIONS 1151�AVE 130ND M TW 82 3(o.o' W71-•5 VCRf - A►I�i/ iO�r kl j -TF 02310.0' F _ I�fOC3fIfJCz - d[^ 6" W iZ!'IN ', II I'_4" TYP 1 " / i W� 1<v7r .FL) gTIOM 4 AS IN sI � � - Ti�182 .941'a _ TF - Ol+ F�TI E �1 ❑ CTI C4 WIWGt�i� I ' ( u TF 82 O / OF s v 71 = 51. A04 y -ry(�pp - YXo VXTION DETAIL 'A' DETAIL ' 7PR - TTt�SPP� PI K VATION SCALE � 3f4" = I'_O" rr+,nno 'eEa, ELE�ATIad PLAN low It �z - _ . -. �- O IY L14PO 5Zf1Y;IJG b�►.I� 401,. , h;/ 6x610 -10 D I - - - - - - - Pi GA SLAB -ShJ in zl a 4m5E FILL ►"--,---COKIVAC:TL'V rIL.L rr o CJ p 5=2 h $ O - 3 " 5 xe DEEP FoOT1N(a , w ' 8 3�VA 13 - 4 �t ba _ W/ 4 4 KEP.AR EAE►+ t�44y ' .�TROL %*N = ?W 8239 . 3' UNDISTI►Kp p 501E �TtXJE VF�ER , -I SAWN ORTooLfD sl OII '34. 6109 OF MVEWAY. RE = A03 1 TF X236 FOUNDATION PLAN J SCALE 1/4" = 1'- 0" DETAIL DETAIL - 2`0" 4y- 3' 0` PLr>6P0LE I�oTtAlb KE= SL - 3 SCALE : V2" = 1'-O" / SCALE 1 152" = I'-O" n6 X61, , M 'x, Li / /p'FCz O Or N/NG O B M 4 17 Die See 9w r l s2 _ / _ I iL to sa q a- Ilk 4 ' / / \ I "' - _f. I I :,1 ? , - .SN FIB/AC OBM - Ivl ' � �w� / ' f •>;/ ���/� 932 Xac 1 m ! -t_ •y s'` - – -A 31 xf Q AM ME.i , � a .\ ; s � / , - V, lie J I! T , f p 7 G a OBM !tJ T Ir u s u V IV Ti..l 1� 1. I 1 FLOOA/NG `-� IILI I 1 - : wn _ CO AJ51 R0CV 10 � . ^ _V s U X (u el I I , ' ' , FLOORING UBM �I Z – a a ♦— – J– _ _ l .i �� ST -�' QC� ' Q _ 4 IP 03 w Ill LOOL qt� l .' IF - --_- i \ -� � - 7 FLOORING S?S B CN i � I i ( 1 l CC - `z x 3 NP - L V. I I o +zi - --- - -- -- - --I - -- --- ' ' 'V - - - - - - - - - - -- - - ' ' I � j I- w0 % Yyl 3w 1 J F[ 0011/NG OBM . } TLUG�� It•.6r,� C,I �� f.7� low, Q W W C T -To r l L I F _ , x ;RC) Rit 5TA12S "" e J11 �� 1 ' r L �Dy . rti Ib :.ems he - - - FILL- U W 4 y I _ - - - ,r q vvd ; J IOON/NG SBCAW K r I I ILA-F�•nl-�.`� F 1 � I _.E ------- .-_ --- - .1 - '- - - 0 1 ! ! - - --- - -- -- - - - -- -- r- -- -- 1 -- - - -- { ` LOIN 5 : 3 S'QRA(;1- A,7p - i . _� - 9�` Pw0 NAILER brs ToP of �' r - - - _ _ --_ - - - - - R 7 J , USS MOtS 't+ Cc Tr�4T ';, s' I d ! - -- -- -- - -- x " ' — � � I I 1 3 A TuAAEO DetvE1T Po�w2 o a 1 IM ,•. - i a , , , T , _I I , (=ILL 1 __ — -- -- a.-- 1 tti I :. �b cam . I E � a �� Npwo 0 5il I ! L B � O � , 1ii --- - - - r I - � -� r °/ " � pl? G !�G Sr ' � r 4 I ►�CS L?°s �111rf� , �� m O E r K /Y ., z •. ; I (� C E ! ? ! — — — — — — Owc D . T W 4 { _ a Wom h7: r0 - Jig - Nr - - . _-_---- " - - - - --- i j - - I: � 0' 9 "e%_ - `—?h1 L'\ _ -- m I ^ I YV 1T -A lz� f` �� N 0 Y V Mil! TIOIS a lIL- l� �• I I - n \ S2 `_- I Col. , �P ' Q MEE , 1 =---------- �r 2i.µ' / -\- - 4' A 2 12 Y r yyyi VV `1 VU v 1 I Yh I N - I 'b• ' I 1 L NDiNL, 2 - 2K10 -_ _ - - -- — - -- —� --- m� .:. � x -7 i Alit v, 2 2 i E; S2 o - 2 �y 12 IZ" 1 E, ;n I` l� L(J , i v 9,fli • - - - 2 W , xu r. :� .�i l t 1, Illli i - - --- , _I_III? I I 4 D f21 ,`,cQ LX }I4 S " t .l, ! I I 3 12" NOM ! A L STR . ryo STS Ir1G 5 ' I l 0 5" P Y - Z 'a -_ CoD.t' r IL TO J" 2 ' '1K 1O - - - -_—_- - --- -- ___ us" ' ' 2=i" � �. I I - - -- - -- --. - _ _-- --- - -- - - -- --- - . ... - - ' Ji I V 1 _ ASI : I rJhL'.- ! �' 1•! '� r ri" r n 1 X14 - - x - - U ' I 1 v - - --- -�- -- Q A �31i1 T s _ I y l � . - a— a ABw � # f W/ 4 .J O 1 - 2x IZ I, ��: } - - ---- ---- - --- ,- -- --- -- — - - - <- - Le_o� r + , �I _ r I 1 I rL 2 2 •. 14 - : Fy4' 11a I QI c i — _, _ i /4 - * � �Q � y 1 1= { D 2rG yl 1 n' C� �e - i • i^A' C Qi5 )~ °. . 2xl•"t _ 2 - 2x ! 4 '' s I 11O � e � :a� - TW !.. '2i ` =R I - ` •1- _ i , I ', ' i.f - F L ' ,'T 1 /- , y. I GJIT I 'f' 1. ., N : �NE. 1.. ! : kl }1 _] �S_ ic. ; tiG � i !� 9r ! Q n! Z •f 5 =1i t :c -, ;:t:: j •r :.-+�_ L f I DATE Lit DETAIL DETAIL _(. =_' - i G 5 �i� { �✓ P,i G C� l ! rl I SCALE I V2" = 1'-U% 1 SCALE : 11/2„ = 11_0„ 2 ZI S 8 ILL. LOY -- - ,I ,1 , S2 I MAIN LEVEL FRAMING PLAN - - --- SCALE = 1/4" = I '- O" ' yyt All stud location dinu•nvlons r. l i\ l arr to he centerline of studs . - - GENERAL NOTES : Abe Shapiro Residence --------- --- DESIGN LIVE LOADS : 4 ' Du II op 6' DA II'-ol' S' 2" i'-4' 4, d' 4-0' rL ><6 Iu�ILF � - a a . Roofs -- --- - ---- ---- 80 PSF + t b . Floors ------ - --- - - - -- ---- -- - ---- - ---- PSF OZ x fZ f�op(L - c • Wind Load - ---- - --- W--- In accordance with 1982 edition of the - - ---- - - - - " ' - c --- 0 -7 - — - 10 - a ,�+ aotST Uniform Building Code . 2xla $yocKt ,�L� �� m ' FOUNDATION DESIGN : Pe f - -�- - -- I - - -- _ _ -- I ------ --� - - - - - ---- �_ Design individual and conti ous footings in based on a maximum a � l ! allowable bearing pressure of 3000 lbs . per square foot (dead load plus full live load ) , placed on the natural undisturbed granular CoN'fINVaUS soil , or compacted structural fill , beloie frost depth , _ I 1 e -*- b . Refer to soils report no . 22 , 285 by Chen and. Associates , Inc . , II col' JDt,T Glenwood Springs'. 05 ox _ , N W1 , u � �q c . Soil conditions and types shall be verified by s _representative j I I of the Soils Engineer during excavation . � 3r REINFORCED CONCRETE : tl I I ' mt j a . All concrete design is based on the " Building Code gequirements for It 5 Reinforced Concrete " (ACI 318- 77) - u - - - -- b . All structural concrete shall DECK ! r 1„- _ a have a minimum 28-delr compressive V strength of 3000 psi . i. A4 lDwf> c . Provide continuous shear keys at cold joints where shown on .r r , 4i P i n ; u ; c n F I o -d _ - - - - - - --- - - -- - ---- ! � drawings . I I REINFORCING STEEL : �y ' a . All detailin g, �t 4t0 •fabrication , and placement of reinforcing steel l3all r I be in accordance with the Manual of Standard Praotiee for Detailing < 'r —� --- ! -- - 2xI�L �!✓Or� 2 Reinforced Concrete Structures (ACI 157- 41- j JQT l� \ V j I b . Except where otherwise note on the drawings , reinforcing Bars shall „ r I JOIST conform to ASTMS Specification A615- 79 and shall be minimum `1 —9 p grade 40 . .; �.; I a c . At splices in concrete , lap bars 36 diameters . At corners , make fn 1 3 Q'•' rD 5- to % , 6Yp horizontal bars continuous or provide corner bars , Around openings and steps in walls or footings provide 2- # 5 ' s extending 2 ' 0 _ beyond edge of o pening or step . - " .�` W d - Except as noted on the drawings , minimum concrete protection for a - I - Vv reinforcement shall be in accordance With ACI 318- 776 " 0 --Q-- I i J I e . Welded wire fabric shall conform to ASTM Specification A- 185 . STRUCTURAL WOOD FRAMING : I O , i rye : I a , Except where noted otherwise , all 2 " lumber shall be Douglas-Fir- _+ ( =9 Larch S4S No . 2 and better , and all solid timber beam d I � _ s an posts GREAT RM N 7ni shall be Douglas Fir-Larch No - 1s t j UNNE i I be 2x4 Studs shall be Standard grade and better Hem-Fir Finger- jointed studs , if used , shall be of equivalent grade and species e required of non- finger jointed studs , and shall not be used at O a, I I Z ; exterior walls . c . Top and bottom plates shall be Douglas Fir-Larch #,2 and better . g support for wood joists and cross- I -I I d . Provide solid blocking at su �— by I , Kl i t i \ \ bridging at midspan . Within floor joist spaces beneath solid or p blocking of area equivalent to C I i built- up columns noted on lane , Lq �` $� 0 1NG+ "_.,. _ r 9 column above shall be provided for proper load transfer . m O ! rs, e . Provide wind/seismic anchor at supports rot all roof joists and m m 7 K t2 16+� L, N I „ trussed rafters . Anchor type shall be approved by the Structural O (17 I ,"y � Engineer . I f • c s e otherwise , _t 1r � Except a noted oth se , minimum nailing sh ' �e , prQvAded.- a8 O _ I �s I CC specified in Treble No . 25-p "Nailing Sgt�s3r;�' e.� �a 'C} ; g, C , V 1982 edition. 2x6 stuffs shall harm 3-- 16d rl"T'W a+luh end . e Q N a O a W Tee , Z: - 1`#` Sh ~� - ! J► �• g . All plywood floor and roof sheathing shall be as noted on the drawings . Q m 110 . n I -- _--- - - --! -v; I i ; i 0 - STRUCTURAL G LUED LAMINATED T_IMBER : V Q Q a . Materials manufacturer and Q _ J quality control shat i conformance u y co 1 be n conf rmanc L --- t -- - - � d .y with AITC Product X Standard PS 56- 73 , " Structural Glued T .J y � ' r.� I • + 1 Laminated Timber " , 0 ----- - -- - N .. �• h b . Lumber shall be of such stress grade to provide glued laminated j S3 t t�� I I I members with AITC combination symbols s 24F-V3 , unless noted other- � � O I } ? I wise on drawings - a " ! I I « • �� i I U ! M C , All members shall be Architectural Appearance Grarie , unless II I j \ m 3 rep indicated otherwise by the Architect . d . Adhesives shall meet the requirements for wet conditions of service . 0 ENTRY�� _ - A. ` I y V e , All members shall have no camber . Ar ._XI� i t9 STRUCTURAL MASONRY : , w ` � - ! a . Contractor shall arrange for special inspection of all masonry N f M i I over 4 ' 0 high . I W I I r ivl'v b . Hollow load-bearing concrete masonry shall be lightweight units conforming to ASTM C90- 70 , (grade N . Minimum P R P 1350 si - S' !` -:Y , I �+ � • 1 9i + � � 1 c . Mortar shall be Type M or S . Admixtures shall riot be added for any -- - -- - - -- - - Iii + �,� / C� reason unless approved by the Architect . - -S I - : /C+� d . Use continuous horizontal wall reinforcing in all masonry walls , Reinforcing shall be welded type with 9 gage sidewires and 9 --- --- --- — - - - -- - ' ( ti ! gage trussed corss wires . Wire shall conform to ASTM Specification A- 821 ljJ e . Maximum vertical spacing of joint reinforcing shall be 16 " . CCC f . Bond beams shall be formed Prom vertically-voided units with "*'• ! u I 7 x I 3 D I I 1 �h'�1t pre- cut knock-out cross walls . _-__- - 5 4 - ( STRUCTURAL STEEL : i 7 _ N I 13 a . Structural steel rolled shapes , including plates and angles shall be ASTM A36 . x " j 1 bolts , including anchor bolts , shall conform to ASTM �SYa' <:- 5 2 5 f h" 3 9KZ 2 -2' 6 6'h 7 0' �' Yz' Specification A3071 A S ERANnA 1._5fi" BACKPILLING : N - , ---- I - - - - - ; ° • i a . Do not backfill against retaining walls until supporting elements ' a - _ _ -� —_-_- —_ _ I �. .y are in place and securely anchored , or adequately shored, — --- -- — /J X GROUT : 4. a . All rout beneath column b g " base plates or steel beaies at bearing shall be non-shrink , Embeco Five-Star" or equ41 , t / =o — ------ ---- ------- - hangers $HiA?F1G :All metal to be "Simpson" . ITPICAL FLOO ? I - .Joe ". I �� 3/4" T d r Underl. ment grade "' • / ` D No floor plywood joint be within exterior glue with AP:A atpap end wywiothd witt+ 1811 parallel to W14 x 6 BM . 8 e group . Z I face-plies . Clue- and, sail to joists . TYPICAL ROOF S1iEhTk1N6: j - I 518" Standard interior plywood 'with DATE I exterior glue -and with AYA index 42/20. Nail panel edges with 8d nails @ 4" . a F,X?ERIOR WALL Si.ItA tIN ALL >AXTFxtIOR BALLS : A04 i0 --7 A10 -S ec 1 /2" CDX plywood . block all edges up to I PIP 5n° +'- 2nd level floor . Lap full sheets past _! 5 83 horizontal joints in stud/joist freeing . fl " ° Nail all " � �#''.� 4 d' -- -- - -i5'- I?��-- -- - --- -- $�-411 -- --�6-- - --- - - L 4 -c� parcel- edges viC><t 8d nails @ 4 and @ II - - --- — - 'f- -- - interior supports witb 8d pails @ 12" . S3 !� UPPER LEVEL FRAMING PLAN �� � . s3 1 SCALE = 1142' = I'- O" All stud location dimensions n + ^ -C are to be centerline of studs . b �'" NIso LL ` R f bni 19 32 �- 11 i .. 2x12 3 y r •, 19 '- IS, 2 �+ �1�I. D D To II • # - rJ r > I ' 8� 12 - 0 - 0 9'- L4 �bL SxZ duBULA6B o 6 w14Ia x Zi OLTS -t; a " Nov Y� 10�h Air .30115 W1 O 6 - I304 NAI g - 1 - L ,cIL ( At tR � 4x 22tGL 1 - z xlz elm aarst ro ea ll�v61�t , » 5P� 1eE l oe � �lou k . - 1 - 2x10 21M Oct st ZdL4 �OlST LIANG, 42S , r 2 - ZXi2 � Ohm a1 2x12 2ik I £RS r� �� Idi V 1' 114 TW 46 12 . 1 �� m 86 3 2x12 C - + 3 - 2x12 \ Q1:= All 1 1 1/2'1 logo ti ot L- N ! 'LxIZ «Qh,i T£ t?S .o. 4Fs'q; �8�j1s la -- O / I - - - folk j O All go O t—_—_ 'mil I I -0 I — ' i i d 'or N ' fAGIq - I �, , V {---- -o Ir QI IS e1r1 ]o1S - _ oa W p p . K1 " Tv/ Tv,/ j X �9 � 3 0 { O i I e - G 1 ti 0 0 Q Q Q j 2 >< 12 Af1ER. S - --- _ -- ; • �• a a p rq - - 1 - Z ,c ►z Aar D0UBL E 'Lx 12 &�Tg25 I - 2a1� 1'RerA N � J 0 1Z IM o� - - _ (ZiM � af ST I r2 ti6 dEA'f¢'(£xS Q V j4 ST I O i - Zx IZ 4G1 INK a • J �.�� 0 j I -- - -- ar N I I 2x IL $I'f.oGklN (� on � I � I • � 1 �r oil • xwa — h x Ur u i 0 . (►115�..w� d t 1 LKG STuOSN IG " } t _ – — 7 '' 7 ( U210 � ' i I yr, x 12 t- ! a" Zu 12 N • — ' # r «`I. J AID fp Tr TW -- -a ar a A : T� 2x1 ' A 'f1✓ S ' 9 -4 r ' t f j 2 - 2x1ZX \ G' '1' INIMi1fVM Gl y� l7 ► 1 - Zx1L FAttR oC �T1olt� 3 +� V. ii 1 �' R0 r Cawlt1LEVEE Z' off -- — I i 18'- 434 10'- 1 C) f�� Y OATS T 1,4„ = 1, �, h 4 5 83 4 S4 All stud location dimensions are to hr Cfn Lerline of studs . 36 login A � 11 4 ON + ELECTRIC FOW11M '6 LIGHT LWENb - { B y � YMBOL - 52-r" INCANDESCENT FIXTURE SURFACE CEILING MOUNT fm ❑ EitG# E£ itl £i I CAND$SC FIXTURE - - RIG -i 3+ SURFACE N LL MOUNT P ICS CELL IYCANDESC)INT FIXTURE Ji- e I I � IyL A10 -8 - RICESS CEILING MOUNT K ❑ NA fir ' LI 7 Zf/b I I I DESCENT FIXTURE - - - -- - i aq ,� - — -- -- - _ EXPOSED BULB tdiz U METER a INCANDESCENT FIXTURE - = TRACK LIGHT MOUNT 0 °?a - _ -- --_�- - ----_- TELEPHON �RIC�RY BUILDING Ot ,1'LET i tI _ - l f f FAN - LIGHT Q TV AMP I TELMONE PRIMARY UNIT OUTLET -- - - - ------ 1 . � __ EXHAUST FAN I � I ----- --- -- _ HEAP - LIGHT - FAN _- _ -.-- - ._-. - � - TELEPHONE OUTLET - - - - -- - 8i PADDLE FAN TV OUTLET WASTE DISPOSAL Nil EXTERIOR FLOOD LIGHT — Y -� -- - a ALARM HORN --- - - l -d' S3 off a" 8 Grim ' - I I J - - ----- — -- --- - I FLUORESCENT LIGHT - -- - --------- - - *Co AUTO EXHAUST DETECTORS SINGLE POLE SWITCH • T THERMAL DETECTORS _ a v ' 35 3-WAY SNITCH - - � _. EL$GTitQNiC CHIMES a_ RHEOSTAT Il1TERC0IB LL �. + DROP CORD SWITCH ! to }-: RELAYS _ _ X { EMERGEIiCY I4I6RT3 DUPLEX RECEPTACLE - 120V j i ( ECTk , �cRUTUQ up Z447n Ni DUPLEX RECEPTACLE - 120V - - C(rE3TIN� V $YS)'131 OUZT i - -_ F B ILT INTO BASEBOARD_ HEATER DUPLEX RECEPTACLE -- 120V s I ' FLIT HIRED BOTTOMS SWITCHED d TORE { \ OWH `r24o DUPLEX RECEPTACLE - i)ARi1 QV 12 al 1 LL _ in + ' 9 /, 24o pOItE ♦ R t IlAiN i .tA :- VI-I LRo g_` NAT 240V -GIEIYfAAL 1T$ }lIM '. f` e r WATERPROOF - - _ - - - ECEPTACLE Y I i i I \ f uTO RECEPTACLE FOR RANGE H ELEC14lIC DIXYI9R _ 1 - - - SINK � + —_ _ •----_ _ O I ,�N f ' 'PNSRNDBTA? �` vv�Rk �a <N-Njpg Lx x b k 4 D ® HUMIDISTAT FOR ELECTRIC RECEPTACLES LOCATION FOR �!m - ARE!, I - --- - --- a WrcoV &P, -- _- LAUNDRY EQUIPMENT , RE : [ _ i , �- STO na - -- ----L — _ _— -- --- ---- — - I GENERAL i I ELECTRICAL _NOTES_ : am FILL � o �• a j �' t u Z Gpr/ GJi •l" � - ir l ) All wall mounted incandescent Cixfu[es shall be i'j j V: `N� QtlLL ST12irlra ! mounted centered 80" above floor unless r �4 i � I I ; _ " ` _\, otherwise noted . Q [IN Son ` � I ' 2 ) All switches shall be mounted centered SO" above floor - unless otherwise noted . All. thermostats and humidistats Q j y f shall be mounted 58" above floor unless otherwise noted . a Q 3) All receptacles shall be mounted centered 12" 2Ki 517 2Ys 2 tiv! ti cJ r`Ti __ _ above floor . (Never above heating unitR. ) . O --_-_-_ - �_ • � : J 5 _s 4 ) For electrical fixtures , RE : Electric Fixture Schedule , Q V jzr 3 J - �x - — — - r 1 t - — - �) For appliances , $Et Appliance Schedule , „ a J i / - - ) All appliances ( including refrigerator, hi-x® uiel<orav¢ j 30 NI range/oven , dishwasher , waste disposdl , trash compactor , OI _I N , j humidifier , steam generator , washing maghtne, dryer , hot tub equipment , electric hot -water ,heatter , end central O - - - - - )e vacuums stem red Vltb e -1 i E of �es,ti y Power unit shall .be wired wall rec p and TO L . KY• c Y / (4D II (�00 {Z eptacle , furnished by eleCtrics) cfttractpf . . I i . e T L \ „I�, i 24 `1 3/4 '(�/ CQNAIGTID11 7) For heat thermostat and heating unit ioeati*tse', E 1jellum P A RE : Nesting Plans Holt N029 IIQ3. Use multiple gang boxes wherever 1 I I posb.iblq, - ' to 11 1 1 ' `I 9) This- I•ayout is for guidance only , Citplste design of IVA , 5 A � and tos.ShapiroCConstruction Cots . satisfaction IA %hi r s - -;—r— _ _ comply prevailing elect ticai codes � i m responsibility of the electrical contractor . ` t, j F STD 1 - -- Y 10) Exterior site lighting is the res y a j May FIB ^ 1 IDIN� 7 K_Y - PondfbL3it e€ the � j I G�rIC+NG - electrical contractor . - - - 2X4 yTUG WALL 'k”—'�--- -- --- ----- - - --- 17 The electrical contractor shall be responsible - Tl... onsible for P T� SW tT_ H IN r I �fc installation of electric service trout the transfort.ers to p - the electric meters and within the building, Service to the _ x llT kY _ Ilo+-t7" I S building shall be installed in PVC cogduU @ 24 " minimum depth , stub up @wails and > s a0�4n trench , r . i j G1 I' S" 7Lo" 2. 1.. MIA 2" Zfi flex conduit to panels . ervit� through t ;If L PIP I \ FNGAT1lty WALL- 12 ) The electrical contractor shall be responsible for Installation of conduits for telephone wiring, (Telephone Company will install wires , ) The electrical contractor shall be responsible for . ..•.- - - , ' installation of T . V . cables and outlets . (Materials 3 i ----- - - _ - -- 1:. - &F .!406^" maybe obtained from Cable company . L4 ) The plumber shell be responsible for supplying , installYng , + r and plumbing the humidifier and steam - - n ''- genatatoT. The j i electrical contractor shall make electrical connections to the humidifier and the steam generator , E• Sic" I 514 " Z'ILI 15) Thermostats and humidistats must be is exact locations ri where shown . 16) All light fixtures , switches , dihesers , thefats , humidisiats , ; L ._ r x 5TU9 WALL and other exposed devices must be approved by Shapero ' , Construction Co . before ordering, c . 47u j - -- — ATE —Alb- h 1 DETAIL DETAIL 6 SCALE 11/2 = I -O M 1 SCALE 11/2 = r-O" - -o` =o" 5- 0 4 5 83 4'Od 4'_dr 15 1- 3!4° - 2V-a' - - ,f ` M Gb, Q � G ` � VrL £ L GTL� IGb� i . E01 wR o J C'r y 5 Z ? -4 4 U 4 d ' ir. a: tV NN P�E � STM, LV AcT -- -- - .! I Z TV PREWLRIFG SVECTFICATLONS ,�-� ,�-.,} - DECK - - - - s�trk t► l +u� � �cTfo� s -- ', �yy m r � "'�: 1 to 1 SIN(:i.F. FAMILY DLlPLY�( 1'RLP14FA u n u u S f � Iz.tL MvweUItS 1 Wire: a o� ho � 5)Ic 5 ' oY2 S 6 b -d' 4 -! 1y O' S <" 5'-2 3 -e ' 3 8° ) h 6 -- . -- L 2) Wix W z L ck gff v JQ0 o 1 / rr exeerinr W � W 2 r 4 ) Wirt: wilt have #tg w ' ; ft t► E bta L PVT t��, 7p� wirer iit III: a.Yif< '+ �1 Spc� KER /—� JQ I b v ? ; xai• . Z } I � PCRrh.� i I ' R-> l -Ft 5h K$(ty L. ! ocATlokr F) I: _- =---1 4' 6Yz" 6' I { � W Ior IIIJ - p s — T Z7 w air P 'N zZC) j/ DES ' Y4 D15P4 ..p 10. o EL co Cl c Q ► I, CIA To Ycgrsgt LtaWr GREIM DINE ovtP DeST 1566R 0 - - - - - 0 w I ' 3 — Titt r- I m _ 1 { I I � El bw In L) p I I Q I m 9 -� 11- U p I 914 _ 0 m Z 11 $ " ' t4% pt I I I s u! I i Q r o\° i - I � - <-5 M I o t0 I� r, n s� ' � � �\ � O rl i p No \ o N o v) 0 r �rj I u ® " I 0 _ i N a ZIP . ( 9 fi tiaOR I CONI I .I rem in I A i ENTRY I / — � —�- - �'� BR - 1 4k ,_ _ 1 a „NIN QI I - A J To SMI'r 0 IN 4Aft . I - — • � ! Wp ( Do v To T2QGk LILiNTS + 'S o r7 or ® ® © —.� V u; I . - c3T1AT AB S IN'v �` I To FIRbT 4�nJ� N� IN N \ I _ fi ' - — - �' T KITCHEN PLAN � � 2 W _ � — — SCALE 1/2" P-0 ' ° lL __ = \ (Li � op i up vl b (}� Q b To D�o2 Bbl To GNImFS 70 � 1 >tT. ABcv ; LA�GIrSCy T 24 `[ - 5 2-0%4 2 83 * 2= 5 1 5y1 3 »!4" r BWc" Z -2 o-6'lx 7 D Ys VERANDA _ ,.{ N - - - To H A f.1- f lwTl 0 J - � D yam- j (� tIIR� DATE -- sv " li'- a " -- '°``� - - -- 5 83 6-41_ 16�6" — 4'- 0" MA1 N L cVI� L ELE AL 01 E 02 SCALE 114 ' = 1'- O" A : 0 - 7 Z. III: I IN 1 u . R ; f4 r S� 1M { S l SM 4P a �- +l 51A r u ILL 1 -s' PrILFis: , no ca. FIL rra V 1 3 a I I %. � aR �y1 -Ys�tslMyb sef Mft FflM li�lw � {..y - - - - - _. _. - - _ - s...assatarr...•.. NO ® '1 .. ..rkFir�i - ►1-. - - -- - — I v _.- I I I ' Q i r , ` ' F , 11MSR — — — - - - -- - - - - o ; I lloV � �2•toV 5. 64 bw 1 r �r T1�t I - , v ,r. i I l- , - - — - — i + L. it t L x � I Lhp f 01 � ` T I 1 WA - , E i 5 - Q � Q �"\ _ 240 a r ;u C z'-'� 2 l �- G 2 2'-3 x $'r Q air Jr. (� o v � C, ` = � ,�; 1 '� "'"L'►+exz , 1 C _ � - >` I �- QUND � y A2OC, iv1 nC l L { Tty S � a LU 00 nrl i _ II GENERAL ELECTRICAL NOTES : II 1 ) All wall mounted incandescent fixtures shall be mounted centered 90" above floor unle"Ps otherwise noted. , 2 ) All switches shall be mounted centered SO" above floor unless otherwise doted . 3 ) All receptacles shall be mounted centered Y2" above floor - Ilpd; , I I, • I c_ 7 c: I �,: (Never above heating units . ) < ) L . or electrical fixtures , RE : F,LECTRIC FIXTURE SCHEDULE (] 5 ) For appliances , RE : APPLIANCE SCHEDULE , ( I 6 ) All appliances ( including refrigerator , hi-10 microwave range/oVen dishwasher , waste' i DInHy � ; I disposal , trash compactor , humidifier , washing machine, drper, �- 'fn -- - electric hot water heaters , and central vacuum system 15over u4It4) • shall be vlrer) with l � a plug and wall receptacle , furnished by Electrical Colls'tractot : � ) 7 ) For heat thermostat and heating unit locations , RE : HEATING PLAN, - l � g ) Use multiple gang boxes wherever possible . . • , ( ( 9 ) The drawings are for guidance only . Complete desigp of the ayst*m is to comply with prevailing electrical codes and to Shapiro Construction Cols . eatisf�tt ap is the J j > i responsibility offtthe Electrical Contractor . k I ¢ 10) Exterior site lighting is the reapdasibility of the Lelectricaxl Etatrattpr . > s RE : UTILITY PLAN , far locstlsns. 11 ) The Electrical Contractor shall be rea Po n ible. for inatel 1# tet ff Mlae } ir o. rv#ee from e 3 i the transformers to the electric meter.: and underneath the burl mg . " uncial the building shall he installed in PVC conduit at common tretiicb, 71�' •13�n3ga>A ihspyh , . al:ub up iaoto utility room and run service through flex conduit `tatleY o_ pA ; f ° _ 12 ) The electrician shall make electrical connectioas to the "MM 110T . The plmlbar shall " . 0 z 5; II d be responsible for supplying, installing and 'plusbirig the buml4t€Let 13 ) For infor tin on ele tric 1 a - -- — � � � � � � qut RE : E01 thru >� � . it, - ,. 14 ) The electrica contras or s al �e r�aponaible ) or ins Ta11aL eq tsf rAwdelitw- for telephone - wiring . ( Telephone Company wi 1 install wirea . ) Pit 15 ) ' -The electrical contractor shall be responsible for installat�tn sf T .V. cables and bases _ . I '_ (Materials may be dbtalwed from Cabe gogpyty . ) _ __ t- 4° ;(o=ro° —_ _ - 4' ,'• ! t ) All appliances located in ggra_ge must be lg" ' above floor- level . Owner will furnish AD -- - - - ----- - ---- - platforms . - - - --- - - - --- - 1 1 Provide GFI ctrouits where required : Such as exterior receptacles., garage rscepsactleq . bath receptacles , etc . ^ 19 ` Electrical Contractor shall furnish labor and materials to install and complete all wiring , conduits , switches , outlets , fixtures , control panels , thermostats , heaters , DATE meters , alarm horns , detectors , emergency lights , all in accordance with drawings and ' In ' ceitipliance with all applicable codes . ~ 83 E LE T R� 03 SCALE 1/4" = I'- O" �1- NATURAL GAS LP GAS IPROPANEI • .. . ,I - 11 MUGiI 1N►VT OUTPUT 1 6R MET RATION. ! DR /MPQT OUTPUT ''t-R NET RATING !OR LIYNI UtUNI IYIUNI III ' 1 (l1UN� IRIUM) I.fUN) 117 ' H- I a0 180 000 144 000 125 200 w too " 144 OW 125 200 635 41-h1 -OIL �1, c3N 11 Cn yl _ 2' -A A '11_�1 �': pn H-210 210.000 168000 146100 174 210000 166000 146100 924 - - AIP - ! - - T – R-2511) 950 Ow 1 11 , .13r— J L31 71 H WO 300000 240,000 206. 700 1391 290000 232.000 201 .700 1345 1. sow IRA w EMRr of I.W Wo moWb� rr4 M 6Rb. rWYw a beNw M NNNYMr IwNv In Ali, r.• �""' • D..�w,GOS t: "%w.w me we i..'. ®`°i7e`�..... .«« ..o.M,.. hr w"welien It R•WMWO r aw .VXMU .Ra MM w rYR1.1.NYOW 109 ' - -- -- - P�t1tR. IRA, AWL ;=0=3v V Vr IP�EIN,'�Rr~".MMM wN rnhy JsJ1 Iw N14oawJ by 4;6 /w .WI Ipii N. • �.�yj11 . N M.1 R�11 Ir Y IN cia d b .ewer yrr al w not yy M a.�t•':'S...'i'� t .r 1M... IYriM.'ll init 'r."' N..NM. 1Ma,�..ms r.wrin'.' awiv r %60 .Fµ q5h all ill 1 dimensions, I tappings 1 Q I \ and z I �/\ controls • » , . . .Y rJ - Z rlari DA -• VIII (• ' 1 �i��NO �T- '�.'u I� C Iu _ 1P•14 �I11 s� II Ir W TWO 4 :W1r.PM Tlim V7 ..L j Zm HyQltiO FtN1 R - 210 \ "' 1 Ra• 69"RIPTION ITEM DESCRIPTION {T'Ifinl � �' k' y __ ION ywAir OM _ _ RR Return - 2' W 0 INFO ®Tl) {}4.J F S 5I14 & i F � � : fG /Y� 1�. -� A6 Air ieperdw - r - Trim P RV press*& Relief valve � 7 z0f,1 NTV� Oi r1 CI f7Mwiabr -- SS* SuDOr -- 2" W ;n Z O M Dual Apwetat - TOM P TR Tridicator J .{ / W_'1�11' \ _ -___ Elf► Expansion Tank _ _ _ _ e.«stW 11, Ironl a a 25G an r Q Q �y nr �. " 1^ - t ." ' " " I � FI PY [�rpEyre Reduclni fFRq YaMe 1 U W LL LL tY�I ER ECHL ) r 1. / STORAGE — �; z o0 9 � Y N /fQM=d °D FILL I 7fpRT~. kkJ 0764 : O m toe n.raa k Cu iTl [0 IT ' 10 M vl Ei � 14 CLOSET _1 y 2/i• q. " _ 0 L-sv e'L`� r = ' Will a _ GARAGE - Z a MINOR n I O t r. 1 1p1 7 u LM mmmmon�j - 1 / 1 1 \ v� a m f 2X4 STUD WAU, O I 6 I(G -O r5f: 8�1 . 1/ il l 0 I 1 1 17Loll F.�INDAT ON wRLL-� r 7 % N O /( - - - I - - - -- __=_ ---- ik U tiM� 0 C2 C 11 z { J� a'I � I' ^ `J J 1 Z > Q +7 I a ! l' DATE — - - - - ---- - -- � -- —Alr_ � . -- - Arm; -4 DETAIL DETAIL (U SCALE II/2" = I'-0 it SCALE ' II/2 " = i'-O" 4 5 83 o' WIMP 1 411 , 01_ it Hol GARAGE LEVEL HEATING PLAN — SCALE 1/4" = I '- O" i f Ile' \ M1 _ :r I Fj 21_ e A- I1' dl 5' Z° 1'-4{ 41-dl 4'd' NEW DO 44 x Apployfo, j T " - ------------- -- -- -- - --- - -- -- ,4` . wt I ( I nil ��� �c- - � �' - � t At00)- MWG sA/�N1f ►A131b ��� ' ,. . f I - - - —r I aY. ih tnUld t �r —T-4-�- ----DECD If. - � i � �` �° �id`�s �.,~ «•e ..' `!���"�'t.'�_ �t �, AVUAQ2 WATEK 11W Degrees 0 " 1 7 l 1 . 5Kz - t OYz` � _olt ,o'-v µ'-! � -5'f� 5 '2 � -S 3 - 8 ------ -- -•--• - -- - e{ T�P�- . 7 • 13S 1 r � ' Co ociY The 0A0 04.1e 1- 1 spfrn0 - A GPM N .(01.10 inttoGetioo0 fr ' r we flL1W rat{ lPy If t 1. b ogu_ q of eefo,/ lbsstr 1. WNI. N (1010ioU is Ilytino,•rn., 011 1 SAN tit, IF . \ 3+ I / 1> o ; RytinQ/ ilicJvd• Tj'b oddidw 10 srertr new cnito(Oln tJ fl0'1�1 ` - - _ ' RA1R of 50R ow rw tl S,Pph) oft YPPi �1/tir to GPM) iv! 63' mlerin0 turiDeiolwEO. �` " �I , ,� �:n ; i r fridios tes{ t1,r0vdF p1 oaf4cw/ u W 1 Wit tSOR ITl r 57 , 4P- // �Lr`C�`C1' .. .0 I ' re 325MIL. wCt1SrtayPGlo►6 r, W / \ ! -- Ibi hrl iu 67 )All MEf roof ooh of a GIN 11000 Il/AA (� \ \ Rorapti ha �� It "gcyv. loppib. D,Jftne"s baAweus oave Q -'4-- - - — I , A %�' *. - end lolol - duyO 1� akDrokimoiet " 3! Alvptiov's " we - ('f"S i i zo ill.---- �O i� � 'v _ V ` , �Q , I - (p' \ . O 1 !11' a 1'X' i .DPY IbieN, •aRced 61 Da LooP.lunyaurledl. W W ` ew dD.in N hot. wo1M retin - rnirrt� U cots• - j p0 9 - j fwmove 60 l 1= {"$ �ilioerd• tart0o ConniniUi.bee. O FT oPPry\ed liy lh1 !a s ARG4 tuGN WACI11 MStROA" '(n� /0111 Per How a11wsut(v� ttlelWnU7 Q !!_' ; . w q Q. I A E T AIVA ret 7 - _ 1 : GREA RM I s DINE _ � yGi� 27016601149, R 90 99 �n G: . I I I I I ; r. ;' ` r. 3y,.- whore Aaw [yl0 l - tgoWli )• b04q� a preol0w IpDO 1 VIA {V R [ hni! X11 qYYI G1pi[ed Is ineeeG Gpni � � — T 11I '_ _ _ I - — - - _ y. — - Q ! -• .: .- s, 3k fiPEl. If MW to We nobrAr.ti .1 Mr61fn�. I� O� R Rol nvj inc1vQ01 ;�!`� Od�ipott lAwQly► AeN cPPpcilr. 10 ! .I # at i i 1 - a, of wel0l rgt � 'Ilhpar0 91l fj,�11 g� WATE3 PLQW 1t�� -�� I I i'u 1 ll 1 RAt• d SAi !` l/�e tl G W an�42000 Ge to GPM{. with [� II I /S' eniecins bit ktmprt(oIYrS4'. ' t / 7 0 w '� p I� IIIIIi F hfion tot �4pjvOQv011HE air . t}t;p " vyN M N tS j I Y I I '!'III� IIIII is 1!Mlt LNE� PF� ES7l Doi 4++ W 1 WM t20 D Niu �A �l��V � i�l ' I Ratings Tlo 0 OStfrO fel' IR. j1rlTlrentj. bOlwNq Q41Irs r 1 RR tt ono enrW t - ' oa alE 0y 1 .fyvd4tl`Wil Nnf wR ZONE {= j y AN hQl wort.IEl1 �f I �s11.eL! 04f. 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ERANQI4 ' r j a I 1 Q I I I a - i � ' A I W - i I Acri �C X10 -7 J 3 TJ ifLd. * 5 83 j I al- 4y (�'- (�° 4•-0N H02 MAIN LEVEL_ HEAP ING PLAN — SCALE I/4e = P- 011 - F L:.6 'N Fj ri try - " lk I ; II t l I j 2x4 sru dat t �_ al f, ` E;z rrCrliIII Pt_Y WOOD OIL PLAN O SECTION O i DETAILS . SCALE : III I'-O" 1 I i I I \ `/ FF FI i01 . 5ii c , 1 . x - --- f f 1 1 2 3. - -- - -- --- -.� a , M — BR - - --- Q _ cI r IY;MB IL -- - - - , fi j ! ZOM9. SL O m m or m It � I O r C: ( i JIL Tj r - - 1 Q t �G �,. O ~ I I to fl 0 l9 I 6 i � wN5F1Clz Z O N E ti — - - + c i, a - - = 1- -� -- a BR -2 5 — [it I II I I II 1 I I II II - I lJ I I DATE � t 4 5 83 H03 UPPER LEVEL HEATING PLAN SCALE 1,F = 1'- 0" = a