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195 15th St PLANS 72. SHAKE SIDING 1" 12 _ _ — L ELEV: 33'-0" ^�N 1 4 D T.O. ROOF ABOVE GRADE A-5 k� ST G PANEL DECORATIVE BRACKET,TYP. 20 ELEV: 20'-7" _ — — — — — — ELEV: 30'-6" — — — — — — — — — — TOWER ROOF OOT.O. ROOF PLATE HEIGHT 06 ® ® 0 N 6'-0" O N LO M CO METAL ROOFING PANEL co SYSTEM,TYP. - Q -0 Cb I _ 12 l._0., � t 00 4 It N > o �ELEV: 21'-10" + — — — — — — — — — — — — ELEV: 21'-10" zn � O PLATE HEIGHT PLATE HEIGHT + %"EDGE CHAMFER Lu . ..:.. U 6x6 BALCONY POST, U-i CZ TYP. LI £ ; ......... •—� Q Q - - • ; j j P.T. 6x6 POST i 6x6 BALCONY POST, ... = O TYP. 4 0 ..f., U : I • W i 3 1••£ LL REALING @ 36",TYP. : 01L 12'-9" _ _ _ _ _ _ _ _ _ _ _ _ SECOND FLOOR BALCONY JOIST END TYPE"B", ELEV: I ]'-]" ...-.. SEE DETAIL 4 OF THIS SHEET OL ililffi:llti PLATE HEIGHT o... »;:::::'::::'. : . o BALCONY BEAM :.. . BALCONY BEAM END TYPE"A", SEE DETAIL 4 OF GARAGE DOOR TRIM THIS SHEET W 5,V2 6x6 BALCONY BALCONY BEAM Q t BRACKET,TYP. 3 CARRIAGE THROUGH �•' BOLTS AT BRACKET LOCATION,TYP. F— GARAGE DOOR Nit bxb BALCONY BRACKET, TYP. 3 4 v_ 6x6 VERTICAL MEMBER Mie 4 uj ELEV: 0'-0"OIL , W - - - - - - - - W FIRST FLOOR — — — — — — 7 ID STUCCO FINISH Q FRONT ELEVATION BALCONY COLUMN 1 1/4"=1'-0" 1-01, W U) U) .,<,.. .. .,. ?._o,-. ,-,,,.� ..,v-, :�. .�. �._ ...t �... - '-� .e> >_... - .-.�., tea* •�3 r_. 10"TRIM, PAINT WHITE ' : ELEV: 33'-0" DECORATIVE BRACKET TYP. W - - - - - - - - - - - - - - - - - - - - - AS SHOWN,TYP. 20 T.O. ROOF ABOVE GRADE 12 1 4 I A-4 2x12 BALCONY BEAM, COORD. W/STRUCTURAL ELEV: 29'-11" TOWER ROOF PLATE HEIGHT .c 12 3"TRIM,TYP. Ll Ll 8' TRIM TYP. WINDOW HEAD T i H 1 6 TOTAL+/- 14" RIM it Ria S >3 6'-0"Liu f— � 1, 0„ 1 p •L � -- O Q 12 1 12 Q N — Q I 22' 22' 22' 3.,oL ELEV: 21'-10" — —h ELEV: 21'-10' JOIST END TYPE"A" PLATE HEIGHT PLATE HEIGHT I 1 2x8 BALCONY JOIST, COORD. W/STRUCTURAL 4 4"WINDOW TRIMUiLUL iLR2 1' ' 1 I ^iv 4 i i 111 -LLLILLU 4 14 1 4 14 14I 'I .,.::,; Lt ML[Li BALCONY JOIST END I JOIST END TYPE"B" TYPE"B", SEE DETAIL 4 — — OF THIS SHEET — �► _ — — ELEV: 12'-9" � SECOND FLooR BALCONY BEA JOIST ENDS Q N ELEV: 11 -1 OIL — — — — — — — — i M PLATE HEIGHT «: 1/4" 1r 0rr .......:.:::.::.::.::.:...:. :.:::: : BALCONY BEAM END ».: ..... . .. .... CO :.. ... ._ I U EE DETAIL 4 OF <.::. . .. .. ... . .'.. .. • . �..:• -.. ....,. . . .. .. .. z z .:.... .... TYPE A , S Lu :. . .... THIS SHEET Lu ,. . . . .-. �• � ., : .. .. . .. .. . DECORATIVE TRIM, Z 6x6 HORIZONTAL MEMBER »»> ». : O O 10" DECORAT PAINT WHITE — BALCONY BRACKET, . . .. . 6x6 CO �.,,..••... . :..: I ' STUCCO FINISH z TY . 3 w BEAM WOOD P pC Lu O - 4x4 BALCONY BRACKET, >:::::::_:::;::: • . .. ... ,- •. ... ... . . _...•.... ;•: .. . .. . .• •. ''' : .'. .:..,..• . �.. .. .. o� N TYP. 3 PAINT WHITE IVE COLUMN/ 6x6 VERTICAL MEMBER 10" DECORAT N POST WRAP 1 - - JOB N . .: .. ; •. . :. :. .. STUCCO FINISH BEYOND .... : :. .. .. DATE 07/25/14 ........... ..':. ..•. • : ELEV. 0'-0" (� FIRST FLOOR U DRAWN OV D L� SINGLE HUNG D 2014 CHECK OV 5 WINDOW,TYP. TYP. A-4 I� RIGHT IDE ELEVATION I� - 2 � By .�. 1/4"=1'-0" Am © Copyright 2014 • 1 Ogy Design, Inc. OF C • Ai 12 �4 00 0 CID 0 CO ,.... ` 6-0" i coo 70 Q AT Q 12 CzLn 12 Q4 .� ELEV: 21'-10" — — 0 PLATE HEIGHT (n +, I 1 51.E (Z SINGLE HUNG C WINDOW,TYP. >= 10" DECORATIVE TRIM,- PAINT RIM,PAINT WHITEULIU"' " STUCCO FINISH +/- 1'2" HARDI PANEL, ILL PAINT WHITE BEAM WOOD WRAP ELEV: 12' SECOND 9 OOR � ELEV: 11'-1" + '•. .. •,••..•.. ..... . . . ., .• .. . . .. . . ... .. . PLATE HEIGHT ��104 + PAINT WHITE TRIM, `. . .' . 10"DECORATIVEM 10" DECORATIVE COLUMN/ 10.. DECORATIVE BRACKET,SPECTIS w POST WRAP MODEL# BL 2718,TYP.3 Q • LL- Lu L O Lu W - ELEV: 0'-0" L1J FIRST FLOOR Q w Lu REAR ELEVATION 1 1/4"::1'-0" w Cn C/) • _., .... . x �_�_: -� �,� SEE ELEVATIONS ON SHEET ADDITIONAL INF.,ORMATION.; TYP. Al W 1 A-4 8 12 } N m 6� H U Q12 r Q u- 4 0 12 I Q4 ELEV: 21'-10" LL IDI LH PLATE HEIGHT .,.. E 'yo w t 1 ELEV: 12'-9" ;;::;: •- > SECOND FLOOR Q N ELEV: 1 1'-1" OIL LATE HEIGHT kin' L LL .. I Z Ill Z .. ••I.'• W C G O/\ U - W - z W o I Cr N a JOB No. - - DATE 07/25/14 ELEV: 0'-0" OIL • � �••• � DRAWN OV FIRST FLOOR CHECK OV ID LEFT SIDE ELEVATION z 1/4"=1'-0" © Copyright 2014 A = 3 . 2 Ogy Design, Inc. OF 12 SEE STRUCTURAL FOR ROOF FRAMING 6 6-0"@ SLOPE 4 in 12METAL ROOFING PANEL SYSTEM OVER SEE STRUCTURAL FOR ALL PRE-ENG. WOOD ROOF TRUSSES, SELF-ADHERED MEMBRANE OVER ROOF METAL ROOFING PANEL SYSTEM REQUIRED FASTENERS & SEE STRUCTURAL SHEATHING,SEE STRUCTURAL 12 OVER SELF-ADHERED MEMBRANE CONNECTORS METAL ROOFING PANEL SYSTEM PRE-ENG. WOOD ROOF �4 OVER ROOF SHEATHING OVER SELF-ADHERED MEMBRANE TRUSSES, SEE STRUCTURAL \` OVER ROOF SHEATHING VENTILATION BAFFLE VENTILATION BAFFLE \ PANEL END PER A-4 X/ x MANUFACTURER'S as 00 12 \` 2'-0" TYP. Al _--____ \\ _ STANDARD D2 — _ 00 CD _ _0L0 ELEV: 21'-10" N __ _ ELEV: 21'-10" ----�----- _--- ------ - (z (y � - PLATE HEIGHT PLATE HEIGHT O Co M O SEE PLAN FOR SLOPED Y2'GWB ON ROOF ' � `~_ C0 CEILING LOCATIONS /„GWB I D TRUSSES —_ i ALUM. EAVE FLASHING — d R-30 MIN. ROOF INSULATION VENTED SOFFIT _ € •� O (NOT SHOWN FOR CLARITY) J .� f. E,. _ ELEV: 21'-10" STRUCTURAL CD HURRICANE CLIP,SEE � � O — — PLATE HEIGHT in Lu 8"TRIM, PAINT WHITE , 2-2x4 TOP PLATES, SEE 0) Y2'GWB P.T. 2x6 WOOD FASCIA, R-30 MIN. ROOF STRUCTURAL I PAINTED OR ALUM. (� U INSULATION VENTED SOFFIT CLAD, OWNER'S OPTION Cl k <i Y2"GWB ON 2x4 8" HARDITRIM, SMOOTH, LO FRAMING, SEE PAINT WHITE ! STRUCTURAL R-13 MIN. WALLLD i INSULATION WALL SHEATHING, SEE STRUCTURAL Al 4 � f SHAKE SIDING OVER WATER 2xb FRAMING, SEE 2x4 FRAMING,SEE STRUCTURAL RESISTANT BARRIER STRUCTURAL O k O Z A + " .,` f A EAVE DETAIL, TYP. 1 , a a H J h j Yz"GWB EACH SIDE a + g 4 W SHAKE SIDING OVER WATER r .f RESISTANT BARRIER ! 1/2"GWB ON 2x6 WOOD EXTERIOR WALL SHEATHING, FRAMING,SEE SEE STRUCTURAL 06 x STRUCTURAL r WATER RESISTANT BARRIER N FLOOR SHEATHING I R-13 MIN. WALL INSULATION O FRICTION-FITS STUCCO SYSTEM OVER WATER RESISTANT BARRIER (PROVIDE WATER-RESISTANT 1 ATTENUATIO B T I'_ PRE-ENG WOOD FLOOR 1 BARRIER PER FBC R703.2& R703.6.3) r , COOIEDINATE CONNECTORS ` 1 INSULLATIO V TRUSSES, COORD. W/ WITH STRUCTURAL I Ljj OWNER'S O TIO f STRUCTURAL ` 1 r NOTE:ALIGN EXT.SHEATHING WITH H SEE STRUCTURAL FOR i FOUNDATION WALL/MONOLITHIC ---------- ELEV: 12'-9" I WALL BASE CONNECTION J SECOND FLOOR FOOTING,TYP. J T.O. FLOOR JOISTS i a I CONC.SLAB,SEELjj Q I STRUCTURAL WEEP SCREED TERMINATION ------ FLOOR SHEATHING, SEE - ----------->- STRUCTURAL ...: --- ELEV: 0'-0" OIL 10"TRIM,T.O.TRIM € ='":� ° ° ° I I FIRST FLOOR V) @FLOOR LINE --------------- ----- ------------------ --- - a ° ° -- ----- ° a SMOOTH MORTAR F ° '_ ELEV: 12' 9" ° . d . . II d �/ .. ELE 1 1 1 .:.SECON.D,FLOOR _ -,:; „ ' �, � -�.,�.�.� .:�..�:� 3 ..,�•,: ,. .�. . PLATE HEIGHT »._. ..., cc . • T.O. FLOOR JOISTS ,.. T-�T\l� J 7� ` ° 1 RADE � G %2'G W B x a° 4. ° e C 0 0 w \ x ° ' u ELEV: 11' 1" ______ OIL PLATE HEIGHT • \� ° a • ' ,. .� a. . •' \ � � CONC, FOOTING,SEE //; ••° ° \/� STRUCTURAL FLOOR INSULATION, \ /� ad.° V PRE-ENG. WOOD FLOG OPTIONAL \ a ° 4 \\ \ °d \ NOTE: N TRUSSES, SEE STRUCTURAL /\ i ° COORDINATE WITH } m STRUCTURAL FOR \ \\ FOUNDATION TYPE. 3 STUCCO SYSTEM OVER WATER } RESISTANT BARRIER (PROVIDE \\ \\ \\ \\ WATER-RESISTANT BARRIER PERj FBC R703.2 & R703.6.3) Y2 GWB WALL BASE DETAIL, TYP. i 41/2"=l'-O" 1 Lu EXTERIOR WALL SHEATHING, ; - SEE STRUCTURAL *** CONT. METAL WINDOW SILL FLASHING SET IN CONT. O 2x4 STUDS @ 24"O.C. BED OF SEALANT, FLASHING TO EXTEND OVERN U SLOPED STUCCO AND CASING BEAD TO AVOIDxxx .,_ + 2x6 FRAMING, SEE WATER INTRUSION WHERE TWO DISIMILAR m' 1- STRUCTURAL MATERIALS MEET.TURN FLASHING UP AT JAMBS. SEE STRUCTURAL FOR - PROVIDE DETAIL IF OPTIONAL STUCCO BAND APPLICABLE I SYSTEM USED PERIMETER I FASTNERS I PERIMETER SEALANT CAULK + SLOPED STUCCO TOP/ INFILL R-13 WALL INSULATION SILL - SEE *** FF--- Y2'GWB EACH SIDE I p l 2x4 PLATE CASING BEAD W/ SLOPED TOP 0 WOOD TRIM \ 'M . STUCCO BAND w Z FRICTION-FIT SOUND v CASING BEAD OVER N ATTENUATION BATT BUILDING WRAP j z 4 N:< INSULLATION, OWNER'S " W WINDOW PAN FLASHING (OVER z q 4 OPTION W.R. BARRIER AT SILL &TURN UP I' '` O CONC. SLAB, MIN 8" @ JAMB), INSTALL PER �`-° CONT. SEALANT a SEE STRUCTURAL l WINDOW MANUFACT. RECOMMENDATION & lk STANDARDS k:c. JOB No. - - I'' STUCCO SYSTEM OVER WATER CONC.SLAB & '"` f"' RESISTANT BARRIER (PER FBC) DATE 07/25/14 '� `'': •. �::' GWB ON 2x6 (;::;. FOOTING,SEE r 2x4 PLATE FRAMING \\v .� : . ..• \\/\\/ STRUCTURAL ..: 1 WATER RESISTANT BARRIER OVER 6 MIL VAPOR BARRIER \/ 4 ON COMPACTED & WALL SHEATHING DRAWN OV /' . •" ' / TERMITE TREATED SOIL V 0-0 „ ELEV* ———— •d e, .:` "'•'e'. FIRST.FLOOR CHECK OV // . . WINDOW SILL DETAIL @ STUCCO 1 st FLOOR, TYP. 11/2"=1'-0�� TYP. EXTERIOR WALL SECTION TYP. INTERIOR WALL SECTION © Copyright 2014 A = 4 1 3/4"=1'-O" 3/4"=1'-0., Ogy Design, Inc. OF METAL ROOFING PANEL SYSTEM OVER SELF-ADHERED MEMBRANE OVER ROOF SHEATHING 6-0"@ SLOPE 4 in 12 12 12 6 BEAM/ `' �, 4 \ POST 5-6" SEE STRUCTURAL FOR ALL REQUIRED FASTENERS & '� \ CONNECTORS 2-0 00 VENTILATION BAFFLE 12 I 4 r \1 \\ � r s s � LID WOOD BEAM, SEE C\l Lo R-30 MIN. ROOF STRUCTURAL I -�-- - - O (y) M TOWER ROOF PLA E HEIGHT i _ � INSULATION L3 7C) 2' 0",TYP. 0 PLYWOOD CLOSURE •> r 1" 0 — — r i., r.. ;.. 10"TRIM — — ELEV: 21'-10" +/ O PLATE HEIGHT Y U HARDI BOARD HARDI BOARD � � OR SIM. ON OR SIM. ON � SEE WALL SECTIONS 1 &2/A-4 ROOF TRUSSES WOOD BEAM, SEE ROOF TRUSSES FOR ADDITIONAL INFORMATION STRUCTURAL + VENTED SOFFIT 2x6 OR 2x8 FRAMING, WOOD WRAP, COORD. W/STRUCTURAL PAINT WHITE HARDI BOARD OR SIM. ON 2x + _1 12, FRAMING .� SHAKE SIDING OVER WATER (SHAKE) SIDING 5'-6" RESISTANT BARRIER (NOT SHOWN) @ WALL BEYOND R-13 MIN. WALL INSULATION CORNER TRIM 6x6 MIN. POST, BEYOND I SEE STRUCTURAL Q AND 3/A-3.1 o J METAL FLASHING Q 3 Q I TOWER WOOD BEAM, N COORD. W/STRUCTURAL 0 Z o I WOOD BEAM, SEE O STRUCTURAL _ ELEV: 21'-l0" __ BALCONY DOOR + ---- -- - ilk--------- - --- ------------- _ r , PLATE HEIGHT V uiJ 6 ---� j _ A-2 6�-0" I Q I 1'-0" 8"TRIM z 1 z -- J CL I UNDER TILE WATERPROOFING I L-- uj MEMBRANE OVER TWO (2) LAYERS Lu p I Z) OF%4 BALCONY SHEATHING 2x6 OR 2x8 FRAMING, z I 3 SEE 4/A-3.1 TYPE"B" SLOPED 2x8 BALCONY JOISTS, o FOR JOIST ND COORD /STRUCTURAL ST E SEE STRUCTURAL — — _ ELEV: 1 " kr Ya"l FT SLOPE, MIN. — — — — SECOND FLOOR �- ~���w a` M .. - W OPEN BELO &ABOVE 12"WIDE CLOSURE BEYOND HARD] BOARD OR — — — — — — — — — —SOPA C-L-0SkE 9PJ — — — — — oL ELEV: 1 1'-1" 3'-4"CLEAR @ STAIRS 2x FRAMING PLATE HEIGHT o .� 5 "GWB TYPE„X„ 5'-9" Q ON 2x FRAMING i � � � • + 5 „ i 12"MAX. BALCONY , GWB TYPE"X" R-19 MIN. FLOOR INSULATION, i BEAM f h u ON FLOOR COORD. W/ ENERGY CALCS ' } v t, C TRUSSES FOR R-VALUE •L 6x6 HORIZONTAL � MEMBER WITH WOOD BEAM, SEE ; CONCEALED Q STRUCTURAL FASTENERS bxb BRACKET WITH CONCE LED �' FASTENE S z O J 3 3 s 4x4 BRACKET WITH ••{ ; CONCEALED FASTENERS, L O CENTER BRACKET ON 6x6 L VERTICAL/ HORIZ. MEMBER ---- ------- ------- --- ELEV: 12'-9" ---------- � "d BRACKET COLOR NOTE: X SECOND FLOOR '' } STAIN OR PAINT WHITE, I Q SEE STRUCTURAL T.O. FLOOR JOISTS COORDINATE W/ HOUSE L FOR FLOOR " 00 I FRAMING COLOR SCHEME PER OWNER I 10"TRIM,T.O. TRIM -- FL( LINE w O _ ELEV: 11'-1" 0 N } 6x6 VERTICAL MEMBER --- co m W/CARRIAGE THROUGH --, PLATE HEIGHT BOLTS FASTENING I %2'GWB I STUCCO SYSTEM OVER WATER U ----t '"` RESISTANT BARRIER (PROVIDE z w w I WATER-RESISTANT BARRIER PER Z 2 FBC R703.2 & R703.6.3) Q 111 w z z GARAGE DOOR �' fr NO a Q 2x6 OR 2x8 FRAMING, JOB No. COORD. W/STRUCTURAL - - I DATE 07/25/14 --- I DRAWN OV DRIVEWAY PAVING r J r---_j - - a - - - - - - - - - - - - - - - - - - - - - ELEV: o'-o" rJ I I I CHECK :. .. .. .d:v ... _ Y.F. ..F,•'.•� ,.{1....�, I I I OV a • . .. ;• FIRST FLOOR n, . - ---- C \[ \\ \\ d• ..;.:.i.. --------------'d—•`------'_—_-------_---4--_--------------------------_—d •, .•• \\� 1 WALL SECTION @ GARAGE/ BALCONY OVEALL STAIR/ TOWER SECTION WALL SECTION @ STAIRS/ TOWER `/� \\i� :d /\\\ 1/4 —1 -0 2 3/4"=1'-0" / .. \/ © Copyright 2014 .... / 00/�./i,/i,/i,/i0\� OgY Design, Inc. OF ,