2003-P06253 - new structure - Laserfiche WebLink

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A5 RIDGE YENTAS Approved fS&Ire- s- s hai. i,3@ L''i ld.siCn' Fv4� REQUIRED Plainly Visible And Legible From The 9 6" � fry Tire Pmpo r*r ER ER u 4� I ASPHALT SHINGLES 12 I I FREFIN METAL FLASHMG �14 OVER IX4 CEDAR FASCIA ON 12 IXI2 CEDAR SUEFASCIA T-14 5/4" X 4" PANTED MDO PLYWOOD FIELDSTONE / _ RIDGE VENT AS 12 CEDARI _`4 PANEL CHIMNEY W/ RECUIRED TRIM 8D STONE GAP Z" �� 5" CEDAR BRACKETS 12 1 by 12 712 12 V I "HARDIE" SHAKES - I T Z 4� PROVIDE "SHADOWBOX" 12 11 1 BEHIND CIRC WDW PAINT ER ER ER ER PREFIN METAL OR 14 I BLACK OPPER FLASHING OVER RADIUSED 2X4 I I 1 IN METAL N Z CEDAR TRIM BD OVER 9 - ' I. 5X12 COPPER FLASHING 5/4" X 12" CEDAR TRIM - 5!4" X 4" CEDAR TRIM BD U 12 HEAVY OVER RADIJSED 2X4 8D W/ ARCH TIMBER 12 11 CEDAR TRIM BD OVER ASPHALT I 5/4" X 12" CEDAR TRM BD 14� �14 CEDAR 14� �14 5/4" X 12" CEDAR TRIM 3. ROOF I IBD W/ARCH SHINGLES p_0.. I'-0" 1 i PREFIN METAL FLASHING \ BRACKETS � LME OF PITCH BREAK 4'-0" 5/4"X12 I - I OVER IX4 CEDAR FASCIA ON _ CEDAR TRIM IXIO CEDAR SUEFASCIA �n -5/4`X B" CEDAR PREFIN METAL BDTRIM BD _ � DRIP EDGE 4. 2X10 CEDAR FRIEZE 12 SXI2 HEAVY TIMBER12 TRUSS BRG 5/4" X 6" CEDAR 5/4" X 4" CEDAR" CEDAR FASCIA CEDAR BRACKETS E PROFILE OF BD 10l 12 10� I - I TRIM If BD -CUT TO FI TRIM BD BD " X V CEDAR I VAULTED GLWs H - 5. ZXIO CEDAR TRIM BD 10� TRIM BD 'f I BEYOND �10 12i - 12 - _ - - 12 CUT TO FIT r 'IJ I ;a - 10 1210 �10 _TRUSS BRCS b. 2X4 CEDAR TRIM BD _ _ c' I!- _ T• AT COLUMN CAP MOLDI im 4"-HAFVIE"NG 2X6 CEDAR FRIEZE BD.OWER 11" COVE ( 4° HARDIE 8. CORNERBDS - CORNER BIDS 'A 6' EXPOSURE 5-2 I ( 5 2" II _ , " _ 1 - 3 0" 0 — p ' SIDIwz SURE HARDIE"LAP ILII liJ 0 "HARDIE" LAP SIDING 2._ 3,_0 b ' -1 I I '6° 5/4" X 6" CEDAR - -- 6' --- I - TRIM BD 6" b' l _ 9' t�iHFIRST FLOOR _ TOP OF bUBFLR 2" X 6" CEDAR BD5 — r - AT CORNERS OF BOXED COLUMN OVER 1/2" MDO PLYWOOD PANEL W/5/4" X 12" CEDAR 5/4" X 5" CEDAR I 3/4' MOLDING \2X12 CEDAR TRIM BD TRIM BO 1 5/4" X 5" CEDAR TRIM BD AT 5/4' X 6° CEDAR 5/4'X 10" CEDAR 11 BD 2.12 CEDAR PLANTER BOX W/ 4" STONE CAP AT END OF TRIM BD I TRIM BD 15R� gip" CEDAR I PROVIDE W/ Ix3 CEDAR ME AL LINEED AT R TOP OF STONE PIERS 1 - - PORCH MDO PLYWOOD I I I PANEL PANTED _ — 6" SL-zr,1 _ _ _ _ _ _ _ _ _ _ _ _ _ NONE GAP — — — — — — — — _ _ FIELDSTONE OR 5PLITFACE STONE 6" X S" CEDAR FIELDSTONE OR BASE AT BAY - BRACKETS SPLITFACE STONE A PORCH PIERS- I I TAPER STONE A5 TAPER SHOUILN ONE BIDE- I VER— — _—�, _ _ _ _ _ _ — _ _ _ _ SELECTION W/_OUNER _ _ _ - _ _ _TOP OF -VER STONE NbLAB STONE SELECTION W/ -- — -_ — — — — — — — __ — — — __ � - - OWNER — — — — — — — — — — _- — — -_ — — — — — — FRONT ELEVATION STAIRS AI I/4" I'-0" 8" MAX. RAiS�E: 9;'N1,11114, TREAD 6'-8" NUN. - - AT LEAST ONE Hf-il``+i's X11 rZC',UIr,E,D , GUARDRAIL GP[N IDES MEET INDEX FRONT 4 REAR EXTERIOR ELEVATION LOWER LEVEL FLOOR PLAN FIRST FLOOR PLAN 4 EXTERIOR ELEVATIONS BUILDING SECTIONS/EXT. DETAILS BUILDING SECTIONS/EXTERIOR DETAILS GENERAL NOTES GENERAL CONTRACTOR AND SUBCONTRACTORS ARE TO FIELD VERIFY t COORDINATE ALL CONDITIONS AND DIMENSIONS PRIOR TO WORK IMMEDIATELY REPORT AND/OR REVIEW ALL QUESTIONSAISCREPENCIES AND CONDITIONS WITH THE OWNER ARCHITECT OR OWNERS REPRESENTATIVE FOR KNOWLEDGE, DIRECTION, OR APPROVAL PRIOR TO PROCEEDING WITH WORK ALL WOW SHALL CONFORM TO GOVER41M. LAWS, ORDNANCE% RULES, REGULATIONS AND ORDER OF PUBLIC AUTHORITIES HAVING JURISDICTION. GL. TO COORDINATE ALL WORK WITH ARCHITECTURAL, STRJCTURAL, MECHANICAL AND ELECTRICAL &PECIFICATION5, DR4WNG5 AND CONTRACTORS. CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS, FEES, INSP-ECT ONS AS MAY BE REQUIRED BY GOVERNING BODIES HAVING JURISDICTION. BOTTOM OF ALL CONCRETE FOOTINGS TO BE A MINIMUM OF 44" BELOW FINISHED GRADE CONCRETE FOOTNG SIZE IS BASED ON SOIL BEARING CAPACITY OF 3000 P.S.I. WINDOW SIZES SNOILN ARE 6A5Ep ON FELLA WINDOWS. VERIFY ALL ROUGH OPENINGS W/ WINDOW MANUFACNRER PROVIDE tEMF�RI=D GLASS AND EG -KESS WHERE �G7UIRED BY CODES. ALL SOILS, MECHANICAL, ELECTRICAL, TRJ56 t GIFVER DE51GN t ENGINEERING OF SYSTEMS, SIZES A LAYOUTS SHALL BE BY THE RESPECTIVE SUBCONTRACTORVOR SUPPLIER OF THOSE SYSTEMS OR BY OTHER NECESSARY CONSULTANTS I SHALL BE COORDINATED BY THE GENERAL CONTRACTOR INFORMATION SHCWN1 N REGARDS i0 THESE CONCERNS 15 ONLY DlbfaRAMMATIC t 15 INTENDED TO PROVIDE AN INDICATION OF THE DESIGN INTENT ONLY. NOTE: VERIFY WITH TRUSS/JOIST SUPPLIER GIRDER OR POINT LOADS ASSOCIATED WITH STRUCTURE NOT INDICATED CN PLANS U141CH. CANNOT BE SUPPORTED ON ,YP SPREAD FOOTING- NOTIFY FOOTING 4 FOUNDATION SUPPLIER PRIOR TO PROCEEDING WITH WORK RIDGE VENT A5 'REQUIRED Ea� ER �- f0 CAU I 12 12 , 1 12 12 14� E 114 pF 12 14� W PAINTED MDO 14 PLYWOOD PANEL _ RIDGE VENT AS ER ER - 5' HEAVY TIMBER CEDAR REQUIRED BRACKETS 514" X 4" CEDAR OVER I METAL FLASHING MOO PLYWOOD PANELS - TRIM BD I 10X114 CEDAR SBDAR FASCIA ON 12 12 (INSET) W/ MOLDING AT EDGES 14� 14 -pip 5" HEAVY TIMBER CEDAR BRACKETS 30" DIA WOOD LOUVER W/ 4" ASPHALT ROOF I CEDAR TRIM AT PERIM 12 6HINGLES _ I 12" ARCHED CEDAR TRIM BD "' I I "HARDIE" SHAKES 12 LINE OF PITCH BREAK / PROFILE OF ROOF AT 12 12 ^ I OPPOSITE END 1" X b° CEDAR I 12 14� 6� TRIM BID Z PREFIN METAL FLASHING R I4� I 1' i I I I PRER I METAL FLASHING OVE4 IX5 CEDAR SUBFA5 / 4'-0" OYER 1X4 CEDAR FASCIA ON 6 I I I I 1 I I I 3' -ID° IXiO CEDAR 5I18FA5CIA / i2 2,_0°12 112 2 12 F 10 1� Q m q 10 I I 12 VAULTED CLING - ID a 10 1� 1ID� 4'-l" / 4'-0" :n x \ -w' I I I I v x �10 0 ��10 I 2XIO CEDAR FRIEZE TRUSS BRCS 0 _ - -D - - - - - —7 - - - - - / LC' \ BTRJSS BRG m= q'-0" -•tr-*Tri a' .,-: ..}�,,. - _, 4,_ " i it _ H* t T [El[FRI 2X4 CEDAR TRIM BD 36" M I i Nl - ! 8 3.J' � �..J:. � � 2"Xi CEDAR WB =- - OVER 6" COVE 0 4" MAX. QPEPJINGS AT COLUMN CAP MOLDING 4" HARDIE COR4ERBDS .. FIRST FLOOR TOF -0F SUEiFLR ____... I ,TMiT' J TOOF SUBFLR CITY P` FIRS' FLOOR - - _ - - - - - - O C C O = _ - P _ T Be IN 1,_ 6"EXPQSURF BUILDING F iT ri�� RE—VIEW BASEMENT TOP OF SLAB - t�J -- —_ HARDIE" LAP 2x12 CEDAR PLANTER BOX W/I I l = ] 5/dD° q INSPECTOR ' r� Ix3 CEDAR TRIM BD AT TOP - I - ,; - .._ 1 TRIM BD s HEAD _ J1$ I PROVIDE W/ METAL LINER _ ,n1 , _ - - _ I 1 - - I S- JAMB I SILL '-I Y�I I,•�,-Ar _I .. C � ) J tTt� 2" X 2' CEDAR TRIM (- L� F ASEMENi _" ...._— ._ _ _ _ Th^;EN rt J 1 "V4;K ShU bedord BD AT SILL BASEMENT FLR I:JP OF SLAB - �_ sit- TOP OF SLAB Ill it �I ' a I n. r t } :? e!IiG ZQ�IIng CO(i9 _...- -----LL --- - - - - - E' u.* IamQuts 1F1.+,:!iln,^ 1 £1'(15 1 ; �I'.,_ f r; I r I MDO PLYWOOD PANELS - 2X4 CEDAR RAILS I Q ��" a f nous ] in this i evi@w. (MET) W1 MOLDING AT EDGE5 6X6 CEDAR POSTS X6 CEDAR 2X2 CEDAR 5ALLUSTER52" X 6" CEDAR BDS At KEEP THIS PLAN SET ON SITE AT ALL TIMES Pro SCREENS W/ CEDAR A6 �7RIM BD I 5.. X 8" CEDAR P05TS CORNERS � BOXED COLUMN 2"XI2" CEDAR TRIM OVER IR" MOO PLYWOOD 5/4" X b" CEDAR 9D5 AT CORNERS ffiOP5 2X4 CEDAR RAILS PANEL W1 3/4" MOLDING TRIM BD o HEAD _SCREEN DOOR — _ — I JAMB J SILL I�----��---r-------- L-------- 2 %BEAR ELEVATION