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HomeMy WebLinkAboutSERRANO - Filed E-ELEVATION PLAN - 2005-12-19V\ N M Ln h BUILDING HEIGHT = 128' - 7" IF 12 12 4� 12 12 .l PLATE HEIGHT = 1 19'-2 7/8" 1 WINDOW HFAD HGT. = 6'-8" Hardcoat Stucco on 7/ 1 6" 05B Sheathing — WINDOW HEAD HGT = G'-8" Brick Veneer Spanish Tile Roafing BUILDING HEIGHT = Rough Sawn Cedar False Headers PI ATE HEIGHT = 1 20 - 3 5/8" 4 Cedar Corbels, See Details on Sheet A7 Hardcoat Stucco on 7i G` 0513 Sheathing Stucco 5111 Detail PLATE HEIGHT = 1 19'-2 7/8" R 7— Canvas Awning on Metal Frame WINDOW HEAD HGT. = 0-8" I I I Brick Courtyard Wall, I I I Foundation Wall Brick Veneer I I I I See Details on Sheets . Foundation Wall I I I I I A4,A8,A9,*A10 I __________ -- -- - —Cont. Cones Footmg +---T------ - Cont. Cone. Footmg F-C--------------r I L-------------------------j I �--- Stee��ate �-�--------� I I Foundation Wall I I I I I I eA517101714T91AB=9P-1718" I _------____-- _-- -------I------------- 1__I _ ___ I__---------------- __-I BA5FMFNT51AR=91'-17/8" A ----- --- ---- -' -_--_-------------------------------- Y �__------------�------------� r-- 7 Cont. Conc. Footing ----------------------- C— — _ _ _ _ _ _ — — _ _ 1 _ _ _ — L _ _ — — — — _ _ _ _ 1 _ _ — _ _ _ _ — _ _ _ — _ _ _ _ — _ _ _ REAR ELEVATION SCALE : 3/16" = V -0" BUILDING HEIGHT = 126 - 7" 12 1 PI ATE HEIGHT = 126 ' - 3 5/8" Cedar Corbels, See Details on Sheet A7 I x G Fascia 12 A PI ATE HEIGHT = 1 1 9'-2 7/8" WINDOW HEAD HGT. = C-8" Canvas Awnmg on Metal Frame 12 Q4 5pani5h Tile Roofing 12 4 12 12 Rough 5awn Cedar False Headers 4E� Spanish Tile Roofmg Cedar Corbels, See I I Details on Sheet A7 Hardcoat Stucco on 7XG" 056 Sheathing 5' Gutter on I x G Eave Trim I x G Fascia � /-- Canvas Awning on Metal Frame 5tucco 511 Trim __J L J �_--_ J 'III III 4V� Cedar Corbels, See Details on Sheet A7 2 j�� _ 4 t1PPFR FL R = I I O'-1 3/4" - R _— Brick Courtyard Wall, WINDOW HEAD HGT. Canvas Awning on Metal Frame ---------- - - r IT Brick Courtyard Wall, i FPi - 1 z See Details on Sheets --_---- - Y---- T' 1 .► FINISH FLOOR = I OOi_Oii r- '. i:. ]'. - = - _ - - - - - - _ _. _• - _.' _ _.. _ _ _ _. - -- -_ .....,.. - _ _.. _,.._ ......,...._ _ ...,. - W=-j Foundation Wall L I I I I I I I I I I I I Brick Veneer I I 1 I I Brick Veneer I I I I I Brick Veneer I I I Cont. Conc. Footing - �------------------------ I I Steel Gate I Steel Gate I I Foundation Wall 1 1 j I _ _ 18" 1 ___- I ________________________ _L _ L_____ __-___-___S_ _-__ —___ ---------------------- Cont. Conc. Footing -I------------------------------------------------------- RIGHT SIDE ELEVATION SCALE : 3/16" = V-0" DRAWING BY: CONSTRUCTION DESIGN SERVICES Paul LFaoet 970-667-0209 1736 Stove Prairie Circle Loveland.CO 80538 ppaget@Ipbroadband.net 00 � 0 1"1 0 U V) ij z a 0 U 0 J W N W F H N W J Q W 1w Rewsions: B DA7: 5EFT. 15, 2005 DE51GNED: GDF CHECKED: 5E5 DRAWN: PLP PROJECT N A-5 S- 253 2445 npanmri Ilie Lr �i PON N IN V) BUILDING HEIGHT — 128' - 7 (% 4 PLATE HEIGHT — 1 20 - 3 5/8" Cedar Corbels, See Details on Sheet A7 p Rough Sawn Cedar False Headers Hardcoat Stucco on 7/ 1 G" 05B Sheathing Stucco Sill Trim npanisn I ne Koormg 12 Q4 WINDOW HEAD HGT. = 9'-8' Canvas Awning on Metal Frame 12 A PLATE HEIGHT = 1 13'-1 1/8' 4� 12 1� W 4� e JOIST BEARING = 109'-1 I /8" WINDOW HEAD HGT. = G'-8" so FIRM �� �� I UI II—LL I U`U—I' I■1■I �■ I�i ■■ �' u 11111n � �AAAAAAAA�IAAA�AAAAARAAI�� AAAAAAAAAAAA AAAAA�i� �AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA01MGM! 21 12 Q4 PLATE HEIGHT = 12G' - 3 5/814 Cedar Corbels, See Details on Sheet A7 12 Q4 PLATE HEIGHT = 1 19'-2 7/8" A WINDOW HEAD HGT. = 0-8" Hardcoat Stucco on 7/(6' 055 Sheathing 12 �4 4 UPPER FIF,. - " PLATE HEIGHT = 1 09'- I 1 /8" c WINDOW HEAD HGT. — 9'-8" s - Brick Veneered Column Brick Courtyard Wall, --- See Details on Sheets A4, A8, A9, 4 A I 0 ► FINISH FLOOR = 100-0' — — FINISH FLOOR = 100'-0" ----- I Hardcoat Stucco on I Hardcoat Stucco or I Foundation Wall er 7/G" 05B 5 eathing Brick Veneer I 7/(6' 05B 5heathmg i f — Foundation Wall Cont. Conic. Footin — — — — — — — Cont. Cora Footin g----------------1-------t-----------------------------T-------- ------ —----------------------------------------------------— — — — — — — — —T g Foundation Wall I Entry StepsFoundation Wall I I I I I ABASEMENT SI AB = 91 '-1 7/8' I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I _ _ _ I BASEMENT SLAB — 9 1'- 1 7/8"A Cont. Conc. Pootin----------------------------------s------------------------------------------------------------------1 — ------ Cont. Conic. Footm g--------------------------------------E----------- — — — — — — — — — — — — — — — ---------------------------- -------- -----I--------- g LEFT SIDE ELEVATION SCALE : 3/16" = V -0" Spanish Tile Roofing BUILDING HEIGHT = 128' - 7" 12 I2 Q4 A PLATE HEIGHT = 1291 - 3 5/8' , Cedar Corbels, See 12 Details on Sheet A7 Hardcoat Stucco on 7(6' O5B Sheathing A UPPER FLR. = I I O'-1 3/4" A PLATE HEIGHT = 109'-1 1/8" A WINDOW HEAD HGT. = G'-8" Stucco Sill Detail Brick Veneer Foundation Wall — Cont. Conc. Footing = 91'- Hardcoat Stucco on 7/ I G" 05B 5heathmg 5pam5h Tile Roofing ----\ 12 ��r • . ion �nnn�nr��C15, See : r etaiI5 on 51heet A7 �� rdAA�IAAAAAAA��y 1� HEIGHT = 1 28' - r:HT = 1 7G' - 3 4 PLATE HEIGHT = 1 1 9'-2 7/8"0 Canvas Awning on Metal Frame �/__Canvas Awning on Metal Frame Hardcoat Stucco on 7/G" 05B Sheathing Stucco Sill Detail UPPER FLR. = I 1 O'-1 3/4" A J015T BEARING = 109'-1 1/8C 4r WINDOW HEAD HGT. = 0-8' I Brick Courtyard Wall, See Details ev, on Sheets A4, A8, A9, 4 A 10 FINISH FI OOR = 100-0" L I Hardcoat Stucco on I art —Foundation Wall I I I I I Brick Veneer—1 (6' OSB Sheathing I I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I Brick Veneer -- T — — H I Cont. Conic. Footin y-------------- I ----------------- ----------------------------------------�-- g -------------------- I I Entry Steps I I Foundation Wall I I I I I I _ _I I BASEMENT SLAB = 91'-1 7/8l,' - - - - - - - - - - - - - - - - - - - - - - - v - - - - - - - - - - - - L-----------------------------------1------------------1--------------------------—Cont. Conc. Footing FRONT ELEVATION SCALE : 3/16" = V -0" DRAWIPJG BY: CONSTRUCTION DESIGN SERVICES Paul L F3oct 970 667-0209 736 5to e Praire Circle Love�and.CO 50538 �naget@Ipbroadband.net 0 Q 0 0 U z 0 0 v wi W N W 1-- a F� Vf W J lW ad DATE: 5EPT. 19, 2005 DESIGNED: GDF CHECKED: 5E5 DRAWN; PL' PROJECT#: A- 6 S-253 2445