Loading...
SEMINOLE 925 REVISIONS ASPHALT SHINGLES,CAT. "C" ON 30'FELT ON 1/2" CDX PLYWOOD SHEATHING ON 2x8 OVERFRAMIW_% rrWF�� TYPICAL FASCIA 2x4 OUTLOOKER 24" O.G. V O 2x8 OVERFRAMING A/ CONT. FIN. Ix2 TRIM 71ASPHALT SHINGLES,CAT. "C"ON ASPHALT SHINGLES,CAT. "C" ON w PRE-ENGINEERED METAL-PLATE-CONNECTED 14 30'FELT ON 1/2"CDX PLYWOOD �4 30•FELT ON 1/2" CDX PLYWOOD PERFORATED HARDIPLANK WOOD TRUSSES w/ OPEN "BONUS" BAY SHEATHING ON WOOD SHEATHING ON WOOD SOFFIT BOARD, CONT FOR MECHANICAL EQUIP AND DUCTS ENGINEERED TRUSSES 9 24"O.C. ENGINEERED TRUSSES 6 24"O,C. �..� P.T. CEDAR SHINGLES ON TVVEX HOUSEWRAP ON /z" SHEATHING F--•I ON WOOD FRAMING, TYP. 000000000 ALUM.DRIP OVER P.T.1x2 ALUWM.DRIP OVER P.T.Ix2 ^/ OVER P.T.2x6 FASCIA,TYP. OVER P.T.2x6 FASCIA,TYP. Mw A h+l R IS BATT INSULATION, TYPICAL R IS BATT INSULATION, TYPICAL 0 3/8" BEAD BOARD PLYWOOD 1/2" CEILING GWB PERFORATED HARDIPLANK SOFFIT 1/2" CEILING GWB PERFORATED HARDIPLANK SOFFIT TRIMED w/FIN.1x2,TYPICAL TRIMED w/FIN. Ix2,TYPICAL A SIFFIT, TYPICAL, TRIM w/ FIN. 1x2 FIN. 1x4 CONT. O a ~ 2'-0" � Q 04O TYPICAL Z 0 Z ~ w �/2" GWB R-11 BATT INSULATION �/2" GWB W _ _ o � x 0 NEW 3/4" STUCCO ON METAL 0 H U ' LATH ON 15*FELT ON INTERIOR CONSTRUCTION NOT SHOWN 4"x4" ALUM. FLASHING NEW 1/2" PLYWOOD SHEATHING COAT TO MEMBRANE w/ RAIL(j) ON 2x4 STUDS 61 16" O.C. Z W GRACE 3000 SEALANT AT ALL EDGES I DECK CONSTRUCTION: FAMILY ROOM R-11 BATT INSULATION W� V 5/4 x6 No.P.T.DECK BOARDS ON w ~ O P.T.2x4 SLEEPERS SCREWED TO STRUCTURE w P.T. CEDAR SHINGLES � 24" O.C.OVER GRACE WATER AND ICE ON ON TYVEX HOUSE WRAP STRUCTURAL SHEATHING � MEMBRANE OVER 2x8 JOISTS A I6" O.C. 1/2" SLOPED W2".FLASH HORIZONTAL/VERTICAL ON 2x4 SCUDS tv 16" O.G. SURFACES w/4x4 ALUM FLASHING,COAT ALL 6 COURSE x COURSE GLASS �I JOINTS w/GRACE LM 3000 SEALANT.FLASH WINDOW (� EDGES WITH ALUM DRIP EDGE OVER P.T.1x2, �/ x COAT JOINTS WITH GRACE LM 3000, h+=1 RIM JOIST ALUM,DRIP,CONT. au.woa CONT. METAL FLASHING z TREADS FROM 2x12 ►� A Z 3/4" STUCCO ON METAL LATH ON EXISTING CEILING FINISH, CEILING STAIR STRINGERS 6 TYPICAL EXISTING CMU WALL STRUCTURE, A/C DUCTS, PLUMBING ,FROM 3- 2x12TYP �j AND ELECTRICAL TO REMAIN A-S ONE HOUR FIRE RATED CEILING, 2 LAYERS 5/8" "X" TYPE GWB CONT. O 3/8" BEAD BOARDR-11 BATTINSULATION I=••� PLYWOOD SOFFIT r NEW 3/4" STUCCO ON METAL w/ FIN 1x2 TRIM LATH ON 150 FELT ON c(� NEW 1/2" PLYWOOD SHEATHING t� WINDER STAIR FRAMING ON 2x4 STUDS g 16" O.C. � II fy- NEW 3/4" STUCCO ON METAL LATH ON 150 FELT ON 0 II _ NEW PLYWOOD SHEATHING A � 16 O. 3 2x ON 2x4 STUDS 16" O.C. /4" STUCCO ON __ 18 HIGH x 12" WIDE WALL, METAL LATH ON _ STUCCO FINISH ON CONC 30"FELT ON 1/2" INTERIOR CONSTRUCTION NOT SHOWN PLYWOOD SHEATHING � STAIR STRINGERS _ NEW PAIR OF DOORS IN FROM 3- 2x12, TYP — — GARAGE MODIFIED EXISTING OPENING NEW CAST-IN-PLACE CONG STEPS NEW PAIR OF DOORS w/"5 BAR IN EACH STEP NOSE AND IN WOOD FRAME 2 05 BARS IN 12xx12 THICKENED 11" _ EXISTING NEW FOOTING ONE HOUR FIRE RA CEILING, 2 LAYERS Sib" "X" E GWB �l CONT. r DRILL m EDGE OF EXISTING SLAB EXISTING FLOOR FINISH AND ifl INSTALL NEW 1124x18" 14 BARS, STRUCTURE TO REMAIN _ EXISTING FOOTING AND SET IN SIMPSON "SET" EPDXY } WALL TO REMAIN a EXISTING SLAB S/8"4, x 10" ANCHOR BOLTS m 32" O.G. FINISHED FLOOR a HOUSE SLAB w/ 3-"5 BARS CONT 4 04 TIES �'� T M EXISTING GRADE - ^ U \ \ \ \ \ \ \ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\ `t EXISTING GRAD E \ \/\/\/\/\/\/\/\/\/\/ / / / / / / / / / / / / / / / / / / / / / / / // / // / // / // / // / // // // // // // // // // / / // // •�===ter==� / / / // / / /\ /j / / — -- � — / / / / d z W \\\\\\\ EXISTING FOOTING AND WALL TO REMAIN \//\//\//\ \ \ EXISTING FOOTING /j�//�//\ / j 2 -0 3 -0 NEW 3'-V WIDE x 16 DEEP THICKENED \ \ M // //// // //// //// // // / TO REMAIN //\//\ \//� SLAB w/ 3-"5 BARS CONT 4 4 TIES �, 48 O.G. DATE OF 5U LD INN 5ECT I ON. rl`� WALL SECTIONI 1052m4 �_rI'-0"SCALE: /z" SCALE: 1/211 - I'-0" `L 0 �� DRAWN BY: ...�/0 '� � . y SHEET NO. = A-6 REVISIONS W Tw V 0 ASPHALT SHINGLES,CAT. "C" ON 12 A F14ALT SHINGLES,CAT."C" ON 12 124 30FELT ON 1/2 COX PLYWOOD 2 4 30f FELT ON 1/2 COX PLYWOOD SHEATHING ON WOOD SHEATHING ON WOOD ENGINEERED TRUSSES is 24"O.G. ENGINEERED TRUSSES a 24" O.C. z W ALUM.DRIP OVER P.T.1x2 ALUM.DRIP OVER P.T.Ix2 �j Q OVER P.T.1x6 FASCIA,TYP. OVER P.T.1x6 FASCIA,TYP. yyyyqyyllxxxxyyxxxxlxxxxxxxx R 19 BATT INSULATION, TYPICAL R 19 BATT INSULATION, TYPICAL ° 3/a" BEAD BOARD PERORATED HARDIPLANK SOFFIT 1/2" CEILING GWB PERrORATED HARDIPLANK SOFFIT 2_011 1/2" CEILING GWB PLYWOOD SOFFIT TRIMED w/FIN.1x2,TYPICAL TRIMED w/FIN.Ix2,TYPICAL TYPICAL O a A FIN.1x2 CONT.EA.SIDE FIN.Ix4 CONT. ° F+� z ° 2- No. 12x8 BEAM " w ON CONCEALED HANGER z ' No. 1 PT. 6x6 POST 1/2" GWB - O W H U 9 INTERIOR CONSTRUCTION NOT SHOWN Q zn zw -< as E-4 U R-11 BATT INSULATION FAMILY ROOMO W " FINISH AS SCHEDULED ON I RAIL FINISH AS SCHEDULED ON P.T. CEDAR SHINGLES P.T. CEDAR SHINGLES z H Z 3/4" T4G DECK GLUED AND A_g 3/4" T4G DECK GLUED AND ON TYVEX HOUSE WRAP ON TYVEX HOUSE WRAP SCREWED TO STRUCTURE SCREWED TO STRUCTURE ON 1/2" STRUCTURAL SHEATHING ON 1/2" STRUCTURAL SHEATHING _ SEE FRAMING PLAN SEE FRAMING PLAN ON 2x4 STUDS iv 16" O.G. ON 2x4 STUDS 6 16" O.C. w � P.T. DECK BOARDS RIM JOIST CONT. METAL FLASHING CONT METAL DRIP P.T. 2x8 a 16" O.G. z ON HANGERS EA. END 3/4" STUCCO ON METAL LATH CONT. 01 P.T. 1x8 BAN ON TYVEX HOUSE WRAP EXISTING CEILING FINISH, CEILING 4 STRUCTURE, A/C DUCTS, PLUMBING q_g 2- 1.15"x16" LVL BEAMS BEAM, 2-1.15"x16" LVL AND ELECTRICAL TO REMAIN 2- No. 12x8 BEAM NEW 2x4 TOP PLATE ON CONCEALED HANGER 2x4 WALL BEHIND z 6 2x6 WALL a GARAGE DOOR OPENING, SEE REMOVE EXISTING 2X TOP PLATES O 4_g No. 1 P.T. 6x6 POST PLAN FOR EXTENT STUCCO ON 2- 1x6 ARCHED, SEE SCAB NEW STUDS TO EXISTING ELEVATIONS STUDS, w/ 36" SPLICE, BLOCK WALL At TOP OF EXISTING STUDS H ONE HOUR FIRE RATED CEILING, 2 LAYERS Y "X" TYPE GWB 2-1x12 CONI. SPRING OF ARCH BEYOND- -3/4" EYOND 3j4" STUCCO ON GARAGE DOOR 0 I Q STUCCO ON METAL LATH ON METAL LATH ON EXISTING CMU WALL EXISTING CMU WALL I INTERIOR CONSTRUCTION NOT SHOWN Q NEW 1/2" GW5B /� 0 GA I AGE r I NAIL NEW POST TO EXISTING REMOVE EXISTING CMU, a YSIDING w/ 2 VERTICAL ROWS I CUT BACK EXISTING SLAB Z I OF 10d NAILS 2 6" O.G. AND POUR NEW CONC THICKENED SLAB TO IL TOP OF BLOCK TO REMAIN, DRILL a EDGE OF EXISTING SLAB REINFORCE w/ 2-05 CONT I EXISTING SLAB TO REMAIN INSTALL NEW V2"9x18" 04 BARS, AT BOTTOM 4 1-05 AT TOP SET IN SNPSON "SET" EPDXY AS SHOWN STUCCO WRAPPED I � a EXISTING SLAB 6x6 POST BEYOND FINISHED FLOOR m HOUSE a `' W 3 POST FOOTING NEW 4" GONG DRIVEWAY — w A-13 EXISTING SLAB TO REMAIN SEE 2/A-9 I7 cn C== EXISTING GRADE \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ I.I. °'I: \/\/ / / / XISTING.GRADE \/\/ \/\/\/\/\/ /\/\/\/\/\/\ \\/\\/\\/\\ \/\/\/\/\/\/\/\/\\/\\/\\/\� rr\rr\r/\rr\r/\ir\ir r\i \�/\�/\r/\�/\r/\r/\� z as ri cn \\/ \/\\/ /,�/ /\/\/\/\/\\. \/\\/\/ / /\\/\� \i\\i\\i\\i\\i\\i\\i \\ \\ X\' \ \\i\ii EXISTING FOOTING TO REMAIN \ \\//\\ �� / / // // // ��i/�\ire EXISTING 24"48" STRIP FOOTING /\\///\ DATE OF ISSUE 1-05-04 3 LL SECTIONK�2WALL SECTIO1� 1 UJ,��� S C�" IOI�I •,,''•o� FLORA'`••, DRAWN BY: ......, WGI _ f �y , A-� SCALE: /2 - 1 -0 A-� SCALE: '�2 - I -0 A-'i SCALE: • SHEET NO. a.r C� • to 03012 � , �. A-7 REVISIONS W Tw V ASPHALT SHINGLES,CAT. "C" ON ASPHALT SHINGLES,CAT. "C" ON 300 FELT ON 1/2" COX PLYWOOD 12 30•FELT ON 1/2" COX PLYWOOD ASPHALT SHINGLES,CAT. WO D �4 PRE-ENGINEERED METAL-PLATE-CONNECTED �4 300 FELT ON I/2" COX PLYWOOD SHEATHING ON WOOD SHEATHING ON WOOD WOOD TRUSSES w/ OPEN "BONUS" BAY SHEATHING ON WOOD ENGINEERED TRUSSES A 24" O.C. ENGINEERED TRUSSES +24" O.C. FOR MECHANICAL EQUIP AND DUCTS ENGINEERED TRUSSES s 24" O.C. z w// ALUM.DRIP OVER P.T. Ix2 ALUM.DRIP OVER P.T.Ix2 ALUM.DRIP OVER P.T.Ix2 W A OVER P.T.2x6 FASCIA,TYP. OVER P.T.2x6 FASCIA,TYP. OVER P.T.2x6 FASCIA,TYP. R 19 BATT INSULATION, TYPICAL R 19 BATT INSULATION, TYPICAL 1/2" CEILING GWB �i PERFORATED 14ARDIPLAW SOFFIT 2 CEILING GWB —PERFORATED WARDIPLANIc SOFFIT A TRIMED w/FIN. Ix2,TYPICAL TRIMED w/FIN.Ix2,TYPICAL O i..i FIN. Ix4 CONT. FIN,Ix4 CONT. (T, Q C) o z Zw w 1/2" GWB H U INTERIOR CONSTRUCTION NOT SHOWN INTERIOR CONSTRUCTION NOT SHOWN �I A zw � < E-+ U R-II BATT INSULATION R-11 BATT INSULATION O w w P.T. CEDAR SHINGLES P.T. CEDAR SHINGLES FINISH AS SCHEDULED ON P.T. CEDAR SHINGLES z Z ON TYVEX HOUSE WRAP ON TYVEX HOUSE WRAP 3/" T4G DECK GLUED AND ON TYVEX HOUSE WRAP ON 1/2" STRUCTURAL SHEATHING ON 1/2" STRUCTURAL SHEATHING SCREWED TO STRUCTURE ON 1/2" STRUCTURAL SHEATHING ON 2x4 STUDS is 16" O.C. ON 2x4 STUDS m 16" O.C. SEE FRAMING PLAN ON 2x4 STUDS is 16" O.C. w h4 CONT METAL DRIP SHINGLES START 1-1/2" BELOW n Z SEE SECOND FLOOR FRAMING PLAN BOTTOM OF FLOOR FRAMING 1"'1 ~ = CONT. CASING BEAD MEMBER z Z BEAM, 2-115"x16" LVL EXISTING CEILING FINISH, CEILING EXISTING CEILING FINISH, CEILING STRUCTURE, A/C DUCTS, PLUMBING NEW 3/s" BEAD BOARD PLYWOOD SOFFIT STRUCTURE, A/C DUCTS, PLUMBING NEW 2- 1.15" x 14" LVL TYPICAL AND ELECTRICAL TO REMAIN AND ELECTRICAL TO REMAIN NEW R-19 BATT INSULATION NEW 2- 1.15" x 14" LVL TYPICAL I 6 STUCCO ON 2- Ix6 ARCHED, SEE I I A-s O ELEVATIONS NEW 3j4" STUCCO ON METAL LATH NEW 3/4" STUCCO ON METAL LATH [� ON EXISTING CMU WALL 4 NEW POST ON EXISTING CMU WALL 4 NEW POST SPRING OF ARCH BEYOND I I I ~ I I STAIR NOT SHOWN A 3/4" STUCCO ON METAL LATH ON EXISTING CMU WALL `� �j � I INTERIOR CONSTRUCTION NOT SHOWN I INTERIOR CONSTRUCTION NOT SHOWN I Q e I r I I I l7 I EXISTING EXTERIOR WALL, 1/2" GWB I " CMU ? I BEARING FURRED ON 8" CMU, TO REMAIN I WALL TO REMAIN I I I STUCCO WRAPPED I 6x6 POST BEYOND EXISTING FLOOR STRUCTURE TO REMAIN I EXISTING FLOOR FINISH AND ej NEW 2.5 F.T. 6X6 STRUCTURE TO REMAIN ON SIMPSON NEW 2.5 P.T. 6X6 ON SIMPSON U en W ABU6668 BASE w/ Na"O x 10" ABU6685 BASE w/ 54a"O x 10" M . vAyi ANCHOR BOLT EMBEDED 8", I ANCHOR BOLT EMBEDED 6", M q SEE NOTES �+ EAST WALL I I w/ SIMPSON "SET" EPDXY I w/ SIMPSON "SET" EPDXY ki~ U EXISTING GRADE EXISTING GRADE v �¢ II /\//\//\//\// \// // //\//\// EXISTING 24II x8 STRIP FOOTING /\\/\\/\\/\\ /\\/\\/\\/\\' \/\\/\\/\\/\\/ \\ /\\/\/ EXISTING 24II x8II STRIP FOOTING NIxW \//\// \ \ /\\/\\ / / NEW 3'-0"x3'-0"xI'-0" CONC FOOTING /\ \\ \\ \\ \\ \\/\ \� \\ \\ ° NEW 3 0x3 -0 xl -0 GONG FOOTING EXCAVATED UNDER EXISTING STRIP EXCAVATED UNDER EXISTING STRIP //�/ /\//\/ •//\/ /\//\/ FOOTING, VIBRATE CONIC FOR FULL CONTACT FOOTING,//\//\/ FOOTING, VIBRATE CONC FOR FULL CONTACT w/ EXISTING FOOTING, w/ 3-05 BARS E.W. \�\\\\ \\ \\ \\ \\ \\ \\ \\ \� w/ EXISTING FOOTING, w/ 3-05 BARS E.W. �i.//i.//i.//i.//i.//i.//i.//i.//i.//i, DATE OF I III I I ISSUE K___3� WALL SE CT I OI �4 2 WALL 5E CT ( O1 `l Wf-�� �� 01 �l 1-05-04 A-8 SCALE: '/z" = 1'-0" A-8 SCALE: 1/2" = 1'-0" •,• f L 0 j� � . DRAWN BY: A-8 SCALE: 1/2" = 1'-0" ;_ V }ap G. co v. •: SHEET NO. • 6 03012 A-8 '' TERE' .•� O REVISIONS TYPICAL FRAMING w 11/2" SHEATHING 1/2" SHEATHING TYVEX HOUSE WRAP LVL BEAMS WOOD SHINGLES ALUM "Z"FLASHING 2- SIMPSON LPCro w/ 20-10d VINYL CASING BEAD SIMPSON CSI&x14" END ZONE TO O 3j4" STUCCO ON METAL LATH 14" ON STUDS ABOVE w/ 28-8d EA ^/ END ZONE w TYVEX HOUSE WRAP Y4, x 12" THREADED ROD COUNTERSUNK IN r , NEW 6x& AND SET IN BEAM w/ SIMPSON [� SET EPDXY z s r&`*� 5TUCCOi 1—f I NGL E JOINT EXIStING CONC BEAM w A-`� SCALE 1" I'-0" NEW 3/4" STUCCO ON METAL LATH TYPICAL Q O A TYPICAL FRAMING w �V' O SHEATHING �T O TYVEX HOUSE WRAP I EXISTING CMU WALL Fri Z Q WOOD SHINGLES I z w 5" WIDE+ADHESIVE BACKED "WINDOW"TAPE UNDER CASING BEAD O W x NEW P.T. 6x6 ON SIMPSON CIO)VINYL CASING BEAD ABU668S BASE w/ 12-16d H V 3/4" STUCCO ON METAL LATH I ON YO X10" ANCHOR BOLT C� z w EXISTING GRADE Q 5TUGGO CORNER E-4 u A-9 SCALE P = I'-0" 8 x12 PILASTER w/4 5 VERTICALLY t w LLI ` / / / 2-f4 TIES.DRILL ONE 04 VERTICALLY O ZSEE 3/A-9 FOR DETAILS \//\/ TO NEW FOOTING BELOW. Z 41" / \ EXISTING 24"x8" STRIP FOOTING m 5/4"6- 1/2"P.T.DECK BOARDS /\// / / q 2 0 EA RAMS CROSSING S.SCREWS SHINGLES �p 2 SHEATHING r--------, � ALUM 1711L 5 NG,CONT. P.T.5/4 DECK BOARDS CONCEALED HANGER r--- --- CONCEALED HANGER ® 3x12 D P. ° NEW 3'-0"x3'-0"xl'-0" CONC FOOTING 10 f RA I l,... S E C T I Oil --------- D \ FOOTING, VIBRATE CONC FOR FULL CONTACT EXCAVATED UNDER EXISTING STRIP P.T.2x10 RIM JOIST �// DOUBLE RIM JOIST1- w/ EXISTING FOOTING, w/ 3-05 BARS E.W. A 9 SCALE 1/2" 1 -0" 2-►2"o y " ------- BETWEEN TJI JOISTS 2 x3 2 W.D.GALV \ Z D r +3 ATTACHMENTS LAG SCREWS w/H.D. --------, O TO 3411 (HOLE STACKED TO i4 (HOLE SAW SIDING, ---____-, P.T.6x(o PST NOT SHOWN), s 48" OL. --- -, P.T.2x10 LEDGER �...� H A-9 1'-0 SCALE P = " --------, DECK ATTACHMENT A ------ A-9 SCALE P - I'-0" STRINGERS,2 545 P.T.3x12 P.T. 6x(o ON SIMPSON ________ A%roroSS BASE w/ 12-16>6 SS TREADS FROM 646 P.T.3xI2 ON YO x10" ANCHOR BOLT SLOPE TOP 1/411 AS SHOWN SUPPORTED ON INVERTED 6P.T.4x4 POST ON SIMPSON SS.TALO STAIRCASE 6 SIMPSON A5U66TOP RAIL FROM P.T.2x4 , ________ ANGLE a EA.END,FASTEN w/ � M BOLT TO STRINGER TOTAL 7 SIMPSON SDS 1i4"xl-112" --- -, SCREWS,TYPICAL. RADIUS EDGES ik " a p EXISTING GRADE BLOCK BETWEEN PICKETS --------, FROM P.T.Ix2 x x --------- APPROX.GRADE 1-1/4" x I-1i4"P.T.PICKETS \ \ \ 6 5-'q" O.C.,TYPICAL Z \/\\/\\/ \\ ° , \/\\/\\/� \\ \\ 12"0 FORMED COL. w/ 2-" 5 VERT. r �0 %j j / ;\\\ \\ \\ \\\\\\\\\ // t 2-04 T IES, CHAMPHE R TOP S SHOWN \ W jr b ° ° 3'-011x3'-011x1'-0" CONC FOOTING BLOCK BETWEEN PIGLETS FROM P.T.1x2 w/ 3-"5 BARS EW. t 2-"5 DOWELS t0 COLUMN BOTTOM RAIL FROM P.T.2x4 RADIUS EDGES fie" DATE OF ISSUE S T A I IR S E C T I Oil �\ �\ �\ �\ �\ rX �\ �\ �15 _ Y F L DRAWN BY: SCALE 1/2" - 1'-0" �- ;3r ••.,/O HGP 3 UJ HRE E - S� ANC) INN P05T 1 TSF I CAL RA I � �-�:� `�J� � SHEET NO. �-cj SCALE I" = 1'-0" A_9 SCALE 1" = 1'-0" •z , 6 03012 A r A ..,,S,.,/lfffft�ff ,• O REVISIONS W rW V O P4 F-iyy z W P4 A O A �+ O O z ,.4 Zw OC4x 1 2 2 1 H U A-8 A-8 A-6 A-6 Q < 4 ` ' ZW HU — — — — — — — — — — — — — — — — — — — — — — — 1 O 1 r - - - - - - 1 WH II 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 , 1 1 Z xz _ — _ _ _ — — - - - - _ _ _ I I I I I I I I I I I I I I I I I I I I I I I I I I I I � DROP NEW 4" FIBER REINFORCED I 1 w m ll 11 H 11 11 1 1 1 _ _ _ _ I I CONC SLAB ON VAPOR 1 I 9 = -< F I I BARRIER ON COMPACTED FILL 1 I Zi � � - - - - I- I - - - - - - - - - - - - L � _ J � J L — _ J L Z Z I I Z O 8"DROP EXISTING L -4 J p \N��¢`o¢ A 3 I ¢\p¢ CUT AWAY EXISTING CMU WALL /1 AND PATCH GONG AS NECESSARY TO ALIGN NEW DRIVEWAY �y p4l p w F\fLS� G�\off EXISTING CONCRETE SLAB TO REMAIN 1 y00 Ng�� 1 pati � - - � 2 1 NEW 4x4 POST IN EXISTING 1F 3A0LE xI''-0" TYPICAL FOOABOVE ON NEW TING 3 TYP. L _ _ J L, z A-9 NEW 3'-0"x3'-0"xl'-0" [� _ _ FOOTING w/3-05 BARS E.W. F -1 TYPICAL AT EACH NEW 1 I I COLUMN I I IU t� x 1'-0"xl'-0" GONG PEDESTAL S pV4 — _ J L _ _ J L _ _ J L _ _ J L _ _ J I_ J L — _ J FROM TOP OF FOOTING TO `r ¢W 2 16" BELOW FINISHED FLOOR \ w W TYP. TYPICAL AT EACH NEW z va rx A-9 COLUMN 0 V 3 1 W A-8 A-1 Q U DATE OF ISSUE FOUNDATION FLAN 1-05-04 SCALE 1/4" = V-011 .,'�'0 F L O ��'', DRAWN BY: NORTH ��' •�p� G. '•. =K SHEET NO. z U 03012 i S- 1 REVISIONS I 2 2 1 A-8 A-8 A-6 A-6 1-2x8/1 2-2x8/1 1 11 1 2-2x /1 2- 10/2 714 O A-9 2-2X10/2 2-2xiC 2riT �j V O I I C14 LL I I I I I I PR ABRI TED METAL-: LATE- ONNE TED z WOOD TRU ES m 4" OC, TYPIC L F N "15US" T SEES, EE B LDING ECTI S 2 w 2 wA x A-7 0 (4 O O 64 EATH SSE PRIOH z TO OVE RAMIN w/ 2x w O. 11 DO ER2-2x /1 [4" -2x8/1 2 x8/I O w H � U J/ 2-2x1 _2xl 2-2x10 /2 z w 2 THE CONTRACTOR SHALL SUBMIT ROOF &-4 U GABLE TRUSS TRUSS DRAWINGS SIGNED AND SEALED BY I/ PROVIDE 2x4 OUTLOOKERS ® 24" O.G. AT GABLE A FLORIDA STRUCTURAL ENGINEER, SHOWING W 1-4 TRUSS PROFILES, ATTACHMENTS, REACTIONS O (� H (GRAVITY AND WIND), FOR APPROVAL z PRIOR TO ORDERING TRUSSES -< W 0-4 ROOF FRAMING G FLAN a xH H SCALE 1/4" = I'-0" H NORTH z A z z 1 2 2 1 A-8 A-8 A-6 A-6 4 TYPICAL A-9 6x6 0 w H x n 2x8, TYP A 2x8 2-1.15"x16" LVL 6 x I-11 x16" VL x6 2-1. "Al" L A 6x6 �^ STAIR FRAMING NOT SHOWN x `" 1-1.1511xi6" LVL n 2 o 6x6 2 rx U M 2x8 ON HANGERS U x W 16 WI 4 } z WW Q JC STS 9 16' O.G \ O U A4 to 16" IJI6 JO 5TS 16" .C. 16" LVL BEAVS m 16" .C. cA 16" LV f EA m b" 0::.— 6" L. &C joilc rso 16" .C. x SHEAR WALLS: W m Q Q r NAIL ALL EXTERIOR SHEATHING AS SHEAR m - t WALL, ad NAILS 10 4 O.G AT PANEL EDGES Q �r �p AND roll ALL OTHR LOCATIONS U p� c'' 4x4 -vii A LV N O DATE OF -' 2x Q I " O. ISSUE E 1-05-04 AT CONTRACTORS OPTION. "t 1 I •�'' . DRAWN BY: SECOND FLOOR FRAMING MAY )3E`�`` Q r F L�i� ��'�, 6x6 2-1.15"x16" LVL 6x6 2-1.15"xiro" LVL 6x6 1-1.15"x16" LVL 6x6 2-1.15"x16" LVL 6x6 2-1.15"A(o" LVL 6x6 2-1.15"x16" LVL 6x6 PREFABRICATED OPEN WEB WOb <r•••'••• HGP TRUSSES. DESIGN SHALL BE S�1Bl�i , R��� G' FOR APPROVAL AND SIGNED- 1�D: SECOI VD FLOOR FRAMING FLAN�i S�RUGTDBY A URAL ENGINEER RIDA RECs;$ ` SHEET NO. 9 V 03012 SCALE 1/4" = 1'-0" NORTH •`� ��� S-2 REVISIONS 2-MTSIb w/14-100 NAILS TYP. 6 EA.TI;Z1SS HCP2 w/ 12-10d NAILS ALL HIP TRUSSES TRUSS BEARING � a a e w 0 NEW SECOND FLOOR z w p � A � o 2-117616 w/14-100 N ILS TYP.* EA FRAM G IEMBER pU A Oa ~ wzo - a O '31x H U SSP w/ALL HA HOLES FILLED � � w/10d NAILS, a 32" O.C. zd g ALL BEARING WALLS — — — — —0— —�— L A— L — — — � � —� � —� — — — — � — — — — — — — — — — — — — — — — — — — ---------- ---------------- -- — — EXISTING FINISHED FLOOR O SEE WALL SECTIONS FOR ADDITIONAL H Z -< HOLD DOWN DEVISES AND CONSTRUCTION W H Fa EASE' ELEVATION A z SCALE: 1/4" 1'-0" z z O H GIRDER TRUSS,2-MTSIb Q w/14-101)NAILS,TYP EA.END A 2-MTSIb w/ 14-100 NAILS TYP. * EA.TRUSS GIRDER TRUSS,2-MTSIb GIRDER TRUSS,,-MT616 w w/14-100 NAILS,TYP EA.END / 14-100 NAILS,TYP EA.END HCP2 w/ 12-10d NAILS m ALL HIP TRUSSES TRUSS SEARING a� \ / NEW SECOND FLOOR z� M W cn V u x F-4 u � U EXISTING FINISHED FLOOR DATE OF ISSUE 11-14-03 SEE WALL SECTIONS FOR ADDITIONAL DRAWN BY: HOLD DOWN DEVISES AND CONSTRUCTION '�����������"' ,,. WE,5T ELEVATION Flo SCALE: 4 1 -0 E: �• SHEET NO. 03012 f.. Eli ED �,...,14:441." REVISIONS HCP2 w/ 12-10d NAILS ALL NIP TRUSSES W RUBS BEARING H Z W Ll P4 A NEW SECOND FLOOR O A 0a ~ �+ O O z ,.4 Zw owx 1--I U Z -< Pq EXISTING FINISHED FLOOR 0wH SEE WALL SECTIONS FOR ADDITIONAL P4 Z HOLD DOWN DEVISES AND CONSTRUCTION Z H -< NORTH ELEVATION W co H SCALE: 1/4" I'-0" ^ x F-+ Az Z 2-MTSI6 w/ 14-10D NAILS Z TYP. e EA.TRUSS 0 [H HCP2 w/12-10d NAILS C ' o ALL HIP TRUSSES F..� TRUSS BEARING NEW SECOND FLOOR p UM � U SIMPSON CSlroxl4" END ZONECS pd w/ 28-5d NAILS, TYP. im BUILDING COMERS Q W OPENING JAMBS OR MAX. 46" O.C. Z ww �WW U � a F W U SSP w/ALL HOLES FILLED �¢ w/ 10d NAILS,® 32" O.G. a ALL BEARING WALLS �— - - - - - - - - - - - - - - - - - A L � —� I -0- EXISTING FINISHED FLOOR — — — — DATE OF ISSUE SEE WALL SECTIONS FOR ADDITIONAL 11-14-03 HOLD DOWN DEVISES AND CONSTRUCTION �<<►c�ItII •� F ''�. DRAWN BY: HGP SOUTH ELEVATION _wAz . SCALE: 1/4" I'-O" C12 1 SHEEF NO. 496 : c 03012 ..; -•� G. S 4 ''Jr. EREO ,.•• •p r REVISIONS I ADD I T, ION AND RE. NOVATIO FOR B R� ENT R 0 G E R S I O I�P NIN H - AD ATA C. " S T R T AND S M : NO' 1301-01, — SETBACK LINT= 5'-011 — — — I— L4Nr-- OF-8001=A — —— ———.— -I--- ---------L---NE I --------------------- 1 I � OF FLOOR ABOVE i � I STAIR UP—j El El 1:1 -------- ------ 22'-B 13116" Ii i W i �T�� t�ffff1 Z � I W U TWO STORY MASONRY AND COPP i FRAME RESIDENCE i DRIVEWAY c� = 11 City of Atlantic Beach Planning and Zoning Department - Ib------- cv� I � � This approval verifies compliance with applicable L1 zoning, subdivision and other local lard Z development regulations, but does not constitute (� SETBACK LINE 18' 0" approval for the issuance of permits. Compliance M"� with Florida Building Code and all other applicable — — — —, U local, State and Federal permitting requirements — — — — — — — — — — — — — — —LN�OF ROOF 4)30Y — — — _ — — — — — — — —lll must be verified by signature of the City of Atlantic 21'-ro 11716` Beach Building Official prior to the issuance of a Building Permit. _ N N ( Approved By: Community DeveloInt Director Date: D a- -7�Dpm `r BRICK WALK P UMW SEMINOLE ROAD W U c� N W4 S cn r T"*IN SITE PLAN INDEX OF DRAWINGS DESIGN DATA: _ H U ,Q� SCALE 1/10"=1'-0" A-1 SITE PLAN A-2 FIRST FLOOR PLAN /� NORTH A-3 SECOND FLOOR PLAN FFL IC,4 3L CODS: CITY OF!11Lf,'�: i� tL'"J, W A-4 EXTERIOR ELEVATIONS A-5 EXTERIOR E INTERIOR ELEVATIONS FEB O 5 2004 U SITE DATA FLORIDA BUILDING CODE 2001 EDITION SITE AREA -- 6500 SQ. FT. A-6 WALL SECTIONS FLORIDA MECHANICAL CODE 2001 EDITION IMPERVIOUS Af EA = 2488 SQ, FT. A-7 WALL SECTIONS FLORIDA GAS CODE 2001 EDITION °ro OF IMPERVIOUS SURI`ACE = 35% A-8 WALL SECTIONS ;, A-9 SECTIONS AND DETAILS FLORIDA FIRE PREVENTION CODE 2001 EDITION B WINDOW AND DOOR IMPACT PROTECTION NATIONAL ELECTRIC CODE 1999 EDITION TO BE PROVIDED ACCORDING TO SECTION -1 FOUNDATION PLAN DATEOF ISSUE 16061.1.4, EXCEPTION- 111(o" WOOD STRUCTURAL PANELS S-2 SECOND FLOOR FRAMING PLAN PRECUT, IDENTIFIED AND STORED IN GARAGE S-3 ROOF FRAMING PLAN 1-09-04 S-4 HOLDDOWN ELEVATIONS WITH FASTENERS ACCORDING TO TABLE 1606.1.4 S-5 HOLDDOWN ELEVATIONS OCCUF�,ANCY GROUP CLASSIFICATION: " °�'�, DRAWN BY: PROVIDE FOR ALL EXTERIOR OPENINGS O� �. ��' .:f .. ,��t� NEW AND EXISTING l EXCEPT GARAGE DOOR) FLORIDA BUILDING CODE GROUP R - RESIDENTIAL V 'F B • �.i -t n N TYPE OF CON6TRUCTION: �1 � � � � � ��, SHEET NO. �' w. b o :V 03012 axe . NEW CONSTRUCTION TYPE VI _ UN-SPRINKLED ', �D A 1 —� � , .tot::S4lS;•,• i REVISIONS I I ELECTRICAL J. EGEND SWITCH 220V OUTLET THREE-WAY SWITCH I WALL MOUNTED FIXTURE $4 FOUR WAY SWITCH CEILING MOUNTED FIXTURE REOSTATE SWITCH O JUNCTION BOX F FAN CONTROL, LIGHT AND FAN f❑ ELECTRICAL DISCONNECT 0 I10V DUPLEX OUTLET 0 ELECTRICAL PANEL IIOV DUPLEX OUTLET, HALF SWITCHED O PHONE OUTLET OD DOUBLE IIOV DUPLEX OUTLET TVD CABLE TV OUTLET 0 IIOV DUPLEX OUTLET w/ MOUNTING HEIGHT ® DOOR BUTTON44 0 WATERPROOF IIOV DUPLEX OUTLET © DOOR CHIME W CSI IIOV GFI DUPLEX OUTLET / \ 54" CEILING FAN 0 I w/LIGHT 54" CEILING FAN w/o LIGHT O A 19'-6 1/2" z a 1'-4" 5,1/911 14'-il I/2" 5,1/9" 13'-8" 5,1/9" 13'-8" 5,1411 1'-5" 3 20'-41/2" Z I w I 2 I 1 0 A-8 A-8 A-G A-6 M"{ U OR TO EXTERIOR A T RAGE UNDER Z w 3 t IR NEW BOO AMP PANEL, NEW METER AND A-g O SUBFEED EXISTING PANEL ENTRANCE LOCATION LINE OF ROOF ABOVE W H H i — — — — — — — — — — — — — — — - - — — — — — — — — — — — — --- LINE LIN OF FLOOR ABOVE O 0 w H P4Z v I I I I I I I I I STUB ELE RELOCATED I FOR FUTU EXISTING NEW I I I I I I I I i i i I TYPICAL r2 POOL EQ I A/C UNIT A/C UNIT A-9 EXISTING INDOW WP TOEMAIN - ---- Lu -- --- EXISTING WALL t0 BE REMOVED LL` z EXIS ING WINDOW EXISTING WI EXISTING I'D W n — Z D: TO EMA'IN REMAIN T I o o -------- tu Lu X X Z 5ATH 02 5EDROOI"fi #2 0 0 KITCHEN ------ z OD +��� 8" DROP EXISTINGu- 2 Z z z EXIST N ----- I O2 fi W.H. T MAIN N c0 � H N (Y EXIST. +`�� I z e , z �O +isT � � � � I ux1 _ 00 L x ° A r \Z ° a ENTRY �GARAGE � N Lu �\� �5 — — — — — W \5� O NEW 4x4 POST IN EXISTING qC PATCH WALL WALL, SEE .5-1 AFTER POST FOR FOOTING, 3 N PLACEMENT A-g ; DINING � ® z ISTING WINDOW E2I513MMIWINDOW EXISTING WINDOW EXISTING WINDOW TO REMAIN TO REMAIN TO REMAIN Q+ ucn W 3040 DH 3040 OH' `14 v� ccn cn en LINE OF FLOOR ABOVE u EQ. EQ. EQ. E a' U LINE OF ROOF ABOVE H U p W�g 2 TYPICAL LOW WALL w/ FURR OUT POST Z a P L STUCCO FIN, 4 TYPICA!_ O UO TO MATCH LOW AT SOUTH FRAME AREA, REMOVE PROJECTING F' WALL THICKNESS TRIM, RENAIL EXISTING 5/a" SIDING AS SHEAR W q_g TYP. BOTH SIDE A_-1 WALL w/ Sd a 6" O.C. ALL LOCATIONS PRIOR TO STUCCO. d REMOVE EXISTING TRIPLE WINDOW, MODIFY OPENINFG Ute, TO AS SHOWN AND INSTALL NEW WINDOWS 6'-ID I/2" 5 I 14'-Il I/2" 5 I 13'-8" 5 I/ " 13'-8" 5 I T-4 3/4° 5 I/2" 6 1/2" 9'-4 5/8" 5 1 9'-4 5/81' 19'-6 1/2" DATE OF ISSUE F I f'ST FLOOF FLAN UjALL LEGEND 1-Og-04 tt+►+� SCALE 1/�" = i'-O" — — — — — �` ��,, DRAWN BY: ENCLOSED AREA : 1,114 S.F. — — — — — •� © -. `: /� HGP NORTH DEMOLISHED WALLS EXISTING WALLS TO REMAIN fi SHEET NO. ` =}-- YY L 03012 NEW WALLS ' D A-2 �`=A T�_R£D. , I REVISIONS ROOM FINISH SCHEDULE DOOR SCHEDULE ROOM FLOOR BASE WALLS CEILING NOTES: MARK ROOM FROM:j ROOM TO: DOOR SIZE NOTES ENTRY EXISTING WOOp GWB,PAINTED GWB,PAINTEDo 1 EXTERIOR j ENTRY PR 3'-0"x6'-8"xl 3/4" SIDELIGHTS STAIR CARPET WOOD GWB,PAINTED GWB,PAINTED2 GARAGE ENTRY 3'-011x6'-811x1 3/8" 20 MIN.FIRE RATING DINING EXISTING EXISTING EXISTING EXISTING N 3 ENTRY CLOSET 2'-611x6'-8"x13/8" KITCHEN EXISTING EXISTING EXISTING EXISTING 4 EXTERIOR 1 STORAGE PR 2'-6"6'-6"xl 3/4" S.C, FL HALL EXISTING EXISTING EXISTING EXISTING 5 EXTERIOR j GARAGE 3'-0"x6'-8"x13/4" BATH "I EXISTING EXISTING EXISTING EXISTING 6 EXTERIOR I GARAGE 16'-0"xl'-0" oBEDROOM "I EXISTING EXISTING EXISTING EXISTING l DINING DECK PR 2'-6"x6'-8"xl-3/4" BATH �2 EXISTING EXISTING EXISTING EXISTING 8 DINING DECK PR 2'-6"x6'-8"xl-3/4" BEDROOM 02 EXISTING EXISTING EXISTING EXISTING 9 DINING HALL 2'4011x6'-811x1 3/8" POCKET L BEDROOM 03 EXISTING EXISTING EXISTING EXISTING 10 KITCHEN PANTRY 2'4011x6'-811x1 3/8" FAMILY ROOM CARPET WOOD GWB,PAINTEDGWB,PAINTED 11 HALL LINEN 1'-611x6'-811x1 3/8" DINING TILE TILE GWB,PAINTED GWB,PAINTED 12 HALL BEDROOM 2'-611x6'-811x1 3/8" 5.C. KITCHEN TILE WOOD GWB,PAINTED GWB,PAINTED 13 BEDROOM CLOSET 6'-011x6'-811x1-I/8" 51FOLD 0 HALL CARPET WOOD GWB,PAINTED GWB,PAINTED w 14 HALL MASTER BATH 2'-611x6'-8"x1 3/8" S.C. BEDROOM 04 CARPET WOOD GWB,PAINTED GWB,PAINTED O 15 BATH WALK-IN CL05ET 2'-0"x6'-8"xI 3/8" POCKET n MASTER BATH TILE TILE GWB,PAINTED GWB,PAINTED Q 16 BATH TOILET 2'-0"x6'-8"xl 3/8" POCKET WALK-IN CLOSET CARPET WOOD GWB,PAINTED GWB,PAINTED p Il STAIR BATH 2'-611x6'-8"x1 3/4" N MASTER BEDROOM CARPET WOOD GWB,PAINTED GWB,PAINTEp 18 HALLi MASTER BEDROOM 2'-6"x6'-8"xl 3/8" �•{ 19 MASTER BEDROOM WALK-IN CL05ET 2'-6"x6'-8"x1 3/8" 20 MASTER BEDROOM DECK PR 2'-6"x6'-8"xl 3/4" ►%'; 20 MASTER BEDROOM STAIR 2'-6"x6'-8"xl 3/4" 0 0 � A �-+ 0 O Z a Zw 0 � x 3 z z 1 H U A-9 A-8 A-6 A-6 19'-0" 3'-5" 1-31/211 31/911 12'-10 I/2" 3 1'-5 5/8" 314711 7'-10 3/16" 31141, 3'-9" 3 " 8'-3 II/16" 3 " w 1-0114'-a"x4'-8" GL 66 F+ U 3034 DH BLOCK WINDO _ 3034 D VE 3034 DH _ r � wmj IF- -- ---F7-r-� r�. �,de� D II i / \ STi r BUILT-IN O BUILT-IN I , r I I I I I I I I I I I A'9 I I I I I I I I I I I I I I I I m �� I rHEARTH Zt i;7 PREFABRICATED FIREPLACE F+i _ I _ Q CA_____ w/ PREFAB. CHIMNEY [--� _ Lo 0� -------- SET 5" A.F.F. Zi 7016 FIXED NQ --- -- ------ / A I--I ` m KItC N ------ - RER I -0" --- �\ _ I WALK-IN CM ,n CLOSET - I I ---- -- �J' "� 2'-3 12" 0 BELOW H _' 42' HIGH COUNTER / !Y I N I O -- ---- �, O A-� I Ico > I `9 N lm 46" H.RAIL Af 1 2� OUTLETS HORIZ. I' \ 54 CEILING FAN = C I L Q 4J I(o IN BACKSPLASH " © w/LIGHT 14 l'-41/2" V-1 I/8"All cQ R \ A 0 \ A 12 @ \ a ' F LINEN DrECK 3 D y go DINING PR 3050 DH G� 0- Lu u u STUCCO ZO / 5EEDROOM 4 _ I TYP. \ DECK `r 10'-6 3/8" a U m PR 3050 DH PR 3050 DH 4a I 42" NIGH RAIL PR 30 0 DH \ . cMNv m � x ROOF LINE'ABOVE N wgW4 3 �✓ TYPICAL pq 1 O U A-8 A-9 A-Z W 6'-0 1/2" 11'-3 5/8" 3 " 2'-I" 3 21'-II I/8" 3 20'-5 3/4" i 3 i I DATE OF SE CONE) FL 00 f' PLAN ISSUE 1-09-04 6G4LE I/4" = 1'-0" DRAwNBY: ENCLOSED AREA = 1,'324 SF. 0 NORTH SHEET NO. 03012 z 6a0 ,c� .�� A-3 41 I REVISIONS j W ' W H4 ---I I I 1� - 1 H4 4-H TRUSS BEARING V 0 , •5 . .SII'9. . ' N • SHINGLES NOT SHOWN fTl GLASS Mh�,, NEW SECOND FLOOR 0 � x w / .. EXISTING FINISHED FLOOR w � 0wz z H � EAST ELEVATION w c � SCALE= 1/4" = P-0" I NEW STUCCO ON METAL LATH ON 15* FELT ON z NEW 11/2" SHEATHING ON WOOD STUDS FF--II N 0 ASPHALT SHINGLES,CAT. "C" ON H 30#FELT ON 1/2" CDX PLYWOOD SHEATHING ON WOOD � ENGINEERED TRUSSES 24 O.C. I H TRUSS BEARING A S TUCGO A / i NEW VINYL DOUBLE ,/ �� �! �� HUNG WINDOWS TT P.t. CEDAR SHINGLES a� ON TYvEX HOUSE WRAP ON �i2" StRUGtUR,4L SHEATHING ' � / NEW SECOND FLOOR � ZO i SHINGLES N a 6 STUCCO On N A-9 A-13 APEX OF ARCH = x U a U � � SPRING POINT OF ARCH 8 C7 W g W4W TYPICAL ZO a /� �� •— NEW VINYL DOUBLE COO HUNG WINDOWS — W WOOD SHUTTERS - Q fflj[=]jL] m1 u NEW 3/4 STUCCO ON METAL LATH ON 150 FELT ON EXISTING 5/911 PLYWOOD SIDING EXISTING FINISHED FLOOR GARAGE FINISHED FLOOR DATE OF ISSUE 1-OB-04 DRAWN BY: � . .••• •••.�O HGP WEST ELEVATION � •. �o�� G SCALE= 1/4" = 1'-0" • 4' n SHEET NO. w 03012 A-4 REVISIONS ASPHALT SHINGLES,CAT. "C"ON 30"FELT ON 1/2' COX PLYWOOD n/ SHEATHING ON WOOD hh++1l ENGINEERED TRUSSES 9 24" O.C. RUSS BEARING 0 SHINGLES NOT SHOWN NEW VINYL DOUBLE HUNG WINDOWS P.T. CEDAR SHINGLES m - - - - - - - - HT I I I I L—L ON tYVEX HOUSE WRAP W ON 1/2" STRUCTURAL SHEATHING ON 2x4 STUDS m 16" O.G. A NEW SECOND FLOOR O SHINGLES STUCCO A 6• O a A-9 GWB h-+ 0 0 . _ Z 14 0 w NEW VZ INYL DOUBLE ' \ HUNG WINDOWS — w WOOD SHUTTERS U OPEN TO DINING `� <`� NEW Sia" STUCCO ON METAL A LATH ON 15"FELT ON Z w EXISTING CMU WINDOW ' �� EXISTING FINISHED FLOOR • E-+ V W � COUNTER 6" BACKSPLASH Z NORTH ELEVATION W con a h SCALE: 1/4" = I'-0" W x 1-d DISHWASHER SINK 5ASE Q E•� 4� Q= 'n r�-1 F-�. i z WEST ELEVATION EAST ELEVATION 0 ASPHALT SHINGLES,CAT. 30"FELT ON 1/2" COX PLYWOOD SHEATHING ON WOOD E`I ENGINEERED TRUSSES 9 24" O.C. TRUSS BEARING A 1.11 1 NEW VINYL DOUBLE HUNG WINDOWS WOOD SHUTTERS � 8 P.T. CEDAR SHINGLES 1p ON TYVEX HOUSE WRAP ON 1/2" STRUCTURAL SHEATHING I I ON 2x4 STUDS 0 16" O.G. i ` i MICROWAVE �i 70P OF RAIL \ / NEW SECOND FLOOR � OZ UMs STAIR WELL t� on QN 6" BACKSPLASH 6" BACKSP�LA/SH i �/�_w�•�.�vg�0•,�,.>;.�.G�..�.OP.r,r.R�r.�,!�'r'rq�`�.�. � xWQ U 44 0 NEW a" STUCCO ON METAL Z pa LATH 1 «FELT ON U REFRIGERATOR 4 Q EXISTING8PLYWOOD SIDING DROP-IN SPACE ?- 2:Q: � RANGE OVERHEAD SECTIONAL DOOR EXISTING FINISHED FLOOR DATE OF ISSUE SOUTH ELEVATION NORTH ELEVATION 1-os-m4 DRAWN BY: K`,� <TCHEN ELEVATIONS SOUTH ELEVATION ,` SCALE 1/2" 1 -0" SCALE: Iia" I -0" SHEET NO. 03012vi A-5