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HomeMy WebLinkAboutPlans for WebsiteEG L A s s o c i a t e s , I n c . 11 8 1 9 G O L D R I N G R O A D , U n i t A AR C A D I A , C A 9 1 0 0 6 Te l : ( 6 2 6 ) 2 6 3 - 3 5 8 8 Fa x : ( 6 2 6 ) 2 6 3 - 3 5 9 9 PR O J E C T L O C A T I O N : N45846ONG E HARE AT S T E R EG N F O R N I A L IFCA CIVIL O H S RP R EETS KI D PR E P A R E D F O R : A ELIG- N G I N J A L I N NIOSEFOS CG-1 MS . A N A G A O 15 5 5 H Y L A N D A V E AR C A D I A , C A 9 1 0 0 6 PH 6 2 6 - 5 6 6 - 5 3 6 5 12 2 5 O A K L A W N R D , AR C A D I A , C A 9 1 0 0 6 AP N : 5 7 6 9 - 0 2 0 - 0 0 6 NE W S I N G L E F A M I L Y H O U S E VICINITY MAP N.T.S. SCALE : 1"=10'-0" CONCEPTUAL GRADING AND DRAINAGE PLAN CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 8/22/2022 2:25:28 PM 0 Checker COVER SHEET SINGLE FAMILY HOME - 1225 OAKLAWN RD ARCADIA, CA 91006 PROJECT DESCRIPTION PROJECT DESCRIPTION: PROJECT ADDRESS: LOT SIZE:LOT SIZE: APN: ZONING: NUMBER OF STORY: DEMOLITION:DEMOLITION: OCCUPANCY GROUP: CONSTRUCTION TYPE: HOA AREA: SINGLE FAMILY HOME 1225 OAKLAWN RD. ARCADIA CA 91006 21,243 5769-020-006 R-0 2 ALL EXISTING STRUCTUREALL EXISTING STRUCTURE R-3/U V-B SANTA ANITA OAKS SF SF 21,243 6,798.6 LOT SIZE: MAX F.A.R.: SCOPE OF WORK CONSTRUCT NEW 2-STORY SINGLE FAMILY HOME CONSTRUCT NEW 2-STORY SINGLE FAMILY HOME W/ ATTACHED 4-CAR GARAGEW/ ATTACHED 4-CAR GARAGE PROJECT DATA LOT COVERAGE AREA SIZE (SF) 1st FLR LIVING AREA 4,047 SF CHIMNEY 9 SF BAY WINDOW 22 SF REAR PORCH 477 SF 4-CAR GARAGE 926 SF COVERED PORCH 68 SF FRONT PORCH 228 SF SIDE PORCH 26 SF SIDE PORCH 253 SF REAR PORCH 23 SF TOTAL LOT COVERAGE AREA:6,078 SF TOTAL LIVING AREA AREA SIZE (SF) 1st FLR LIVING AREA 4,047 SF 2nd FLR LIVING AREA 2,091 SF TOTAL LIVING AREA:6,138 SF F.A.R. CALCULATION AREA NAME AREA (SF) 1st FLR LIVING AREA 4,047 SF 2nd FLR LIVING AREA 2,091 SF GARAGE W/ 850SF EXCEMPTED 83 SF HIGH CLG AREA 179 SF HIGH CLG AREA 70 SF TOTAL F.A.R. AREA:6,470 SF MAX ALLOWABLE LOT COVERAGE (35%) 7,435 SF 1. 2. 3. 4. 5. 6. 7. 8. ALL NEW CONSTRUCTION REQUIRES RESIDENTIAL FIRE SPRINKLERS, FIRE SPRINKLER DESIGN AND INSTALLATION SHALL BE ACCORDINGLY TO THE STANDARDS APPROVED BY THE FIRE DEPARTMENT. PLANS SHALL BE SUBMITTED DIRECTLY TO THE FIRE DEPARTMENT FOR REVIEW AND FOR THE REQUIRED PERMITS PRIOR TO CONSTRUCTION OR INSPECTIONS. ALL CONCRETE BLOCK WALL FENCE SHALL BE SUBMITTED UNDER SEPARATE PERMIT. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES. SIGN SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. BARRIERS SHALL BE CONSTRUCTED FOR CBC 3306.6. COVERED WALKWAYS SHALL COMPLY WITH CBC 3306.7 TREE PROTECTION NOTES: TREE PROTECTION NOTES: FOR EXISTING TREES TO REMAIN ON SITE, NO DAMAGE ALLOWED TO CANOPY OR ROOT SYSTEMS, PROTECTIVE FENCING AS NECESSARY, AND TREES ARE TO BE DEEP-WATERED 1-2 TIMES PER MONTH OR AS PER REQUIRED TO KEEP THEM HEALTHY UNTIL IRRIGATION IS INSTALLED. LANDSCAPING REQUIRED LANDSCAPING REQUIRED (LANDSCAPING MUST BE PROVIDED AND MAINTAINED THROUGHOUT REQUIRED SETBACKS, IN UNIMPROVED CITY RIGHT- OF-WAY ADJACENT TO THE PROPERTY AND OTHER AREAS VISIBLE FROM A PUBLIC RIGHT OF WAY WHERE NOT USED FOR ACCESS. LANDSCAPING MUST CONSIST OF AN EFFECTIVE COMBINATION OF TREES, GROUND COVER AND SHRUBBERY. ALL LANDSCAPED AREAS MUST HAVE A PERMANENT AUTOMATED UNDERGROUND FULL COVERAGE IRRIGATION SYSTEM. - N.I.C - SEPARATE PERMIT IS REQUIRED FOR FIRE SPRINKLER, GRADING & DRAINAGE, AND LANDSCAPE WILL BE ON SEPARATE PERMITS CURBS AND GUTTERS SHALL BE REPLACED PER CURBS AND GUTTERS SHALL BE REPLACED PER CITY STANDARDSCITY STANDARDS OAK TREES PRESENT ON SITE, REFER TO ARBORIST OAK TREES PRESENT ON SITE, REFER TO ARBORIST REPORT FOR PROTECTION NOTES AND METHODSREPORT FOR PROTECTION NOTES AND METHODS GENERAL NOTES MAX F.A.R. ALLOWED: 6,798.6 SF AREA CALCULATION SHEET INDEX 00 11 1.11.1 1.21.2 2.12.1 2.22.2 33 44 55 66 L-1L-1 C-1C-1 COVER SHEET COVER SHEET SITE PLANSITE PLAN TOPOGRAPHIC SURVEYTOPOGRAPHIC SURVEY SITE ANALYSISSITE ANALYSIS 1ST FLOOR PLAN1ST FLOOR PLAN 2ND FLOOR PLAN2ND FLOOR PLAN ROOF PLANROOF PLAN ELEVATIONSELEVATIONS ELEVATIONSELEVATIONS DETAILSDETAILS LANDSCAPE PLANLANDSCAPE PLAN CONCEPTUAL GRADING PLANCONCEPTUAL GRADING PLAN NEW SINGLE FAMILY HOME | 1225 OAKLAWN ROAD, ARCADIA RATIO OF 2nd FLR TO 1st FLR: 51.7% L&T L S 7 6 0 1 L&T 16" AVOCADO 8" CITRUS 5' BUSH 3' HEDGE O A K L A W N R D (63 2 . 6 5 ) (63 5 . 7 6 ) (63 7 . 0 4 ) (63 5 . 8 2 ) (63 5 . 7 8 ) (TC 6 3 2 . 7 2 ) (TC 6 3 2 . 0 1 ) (TC 6 3 4 . 2 8 ) (TC 6 3 5 . 8 0 ) (TC 6 3 5 . 7 7 ) (FL 6 3 1 . 3 3 ) (FL 6 3 1 . 8 4 ) (FL 6 3 2 . 1 3 ) (FL 6 3 2 . 0 8 ) (FL 6 3 1 . 3 3 ) (FL 6 3 3 . 6 4 ) (FL 6 3 5 . 1 5 ) (FL 6 3 5 . 3 1 ) (FL 6 3 5 . 4 3 ) (FL 6 3 5 . 9 5 ) (FL 6 3 6 . 1 4 ) (FL 6 3 5 . 1 2 ) (FL 6 3 6 . 3 8 ) (FL 6 3 6 . 5 1 ) (LI P 6 3 1 . 9 9 ) (LI P 6 3 3 . 7 0 ) (LI P 6 3 5 . 2 1 ) (LI P 6 3 6 . 2 1 ) (63 5 . 3 3 ) (63 6 . 6 2 ) (63 2 . 6 3 ) (63 2 . 7 6 ) (63 6 . 4 9 ) (63 6 . 4 7 ) (63 6 . 8 6 ) (63 6 . 2 6 ) (63 6 . 7 6 ) (63 7 . 3 5 ) (63 4 . 9 1 ) (63 4 . 1 9 ) (63 4 . 7 5 ) (63 5 . 4 8 ) (T W 6 3 5 . 2 0 ) (T W 6 3 5 . 2 5 ) (T W 6 3 5 . 2 8 ) (T W 6 3 9 . 1 6 ) (T W 6 3 5 . 3 5 ) (T W 6 3 9 . 0 8 ) (T W 6 3 4 . 0 6 ) (T W 6 3 9 . 8 0 ) (T W 6 4 0 . 5 3 ) (T W 6 4 0 . 5 3 ) (T W 6 3 8 . 6 1 ) (TC 6 3 1 . 9 9 ) (TC 6 3 2 . 5 8 ) (TC 6 3 5 . 9 7 ) (TC 6 3 6 . 7 7 ) (TC 6 3 7 . 0 2 ) (63 6 . 2 2 ) (63 6 . 6 6 ) (63 6 . 3 3 ) (63 4 . 7 6 ) (63 5 . 9 8 ) (63 5 . 3 0 ) (63 6 . 0 9 ) (63 6 . 0 8 ) (63 6 . 3 6 ) (63 6 . 3 0 ) (63 6 . 8 5 ) (63 6 . 8 5 ) (63 6 . 7 8 ) (63 6 . 4 4 ) (63 6 . 3 6 ) (63 6 . 5 9 ) (63 6 . 7 5 ) (63 7 . 6 9 ) (63 3 . 6 5 ) (63 6 . 3 2 ) (63 5 . 2 9 ) (63 5 . 4 6 ) (63 4 . 3 8 ) (63 7 . 0 3 ) (63 5 . 1 7 ) (64 0 . 0 8 ) (63 9 . 5 3 ) (63 5 . 4 5 ) (63 9 . 7 1 ) (63 6 . 7 5 ) (63 5 . 7 1 ) (63 5 . 0 4 ) (63 5 . 4 2 ) (63 4 . 7 7 ) (63 4 . 6 8 ) (63 4 . 9 5 ) (63 5 . 1 1 ) (63 5 . 9 5 ) (63 6 . 0 9 ) (63 5 . 8 7 ) (63 4 . 5 8 ) (63 4 . 5 3 ) (63 4 . 5 3 ) (63 4 . 5 3 ) (63 9 . 2 1 ) (63 4 . 4 9 ) (63 4 . 8 1 ) (63 4 . 9 5 ) (63 4 . 7 1 ) (63 9 . 7 3 ) (63 9 . 3 4 ) (63 2 . 6 9 ) (63 7 . 4 0 ) (63 2 . 6 9 ) (63 6 . 8 3 ) (63 7 . 4 0 ) (63 6 . 8 1 ) (63 6 . 8 0 ) (63 6 . 9 9 ) (63 3 . 9 1 ) (63 2 . 8 4 ) (63 7 . 1 0 ) (63 2 . 4 8 ) (63 6 . 8 7 ) (63 6 . 3 2 ) (63 4 . 7 4 ) (63 6 . 4 8 ) NE END OF 6' WOOD FENCE ON TOP OF BLOCK WALL S S58°13'44"W201.81 S55°51'10"W 228.80 S 4 8 ° 3 7 ' 4 0 " E 7 3 . 6 3 N3 1 ° 4 6 ' 1 6 " W 75 . 3 1 L 2 3 . 5 5 D 5 ° 5 9 ' 5 1 " R 2 2 5 . 0 0 EX. 5'H CHAIN LINK FENCE EX. 5'H CHAIN LINK FENCE TO BE REMOVED EX. 36" OAK TREE TO BE PRESERVED AND PROTECTED 14" TREE 16" TREE DROP INLET L 27.50 D 0°47'59" R 1970.00 8" CITRUS EX. 30" OAK TREE TO BE PRESERVED AND PROTECTED 10" TREE EX. 40" OAK TREE TO BE PRESERVED AND PROTECTED EX. 32" OAK TREE TO BE PRESERVED AND PROTECTED 14" PEPPER STREET TREE WM GAS EX. STREET LIGHT EX. PULL BOX 30' - 0" 62'-9" NEW 2-STORY SINGLE FAMILY HOME FRONT S.B. 55'-5" NE W S W I M M I N G P O O L UN D E R S E P A R A T E P E R M I T CONC. PATIO REAR COVERED PORCH 27 ' - 2 " 27 ' - 1 1 " 10 ' - 0 " 4-CAR GARAGE 1' - 7 " 1s t F L R S I D E S . B . 10 ' - 3 " EX. 1-STORY HOME EX. 1-STORY GARAGE EX. 1-STORY GARAGE EX. 1-STORY HOME LAWN AREA (N) POOL EQUIPMENT UNDER SEPARATE SUBMITTAL 2nd FLR LINE 2nd FLR LINE 2nd FLR LINE 2nd FLR LINE LAWN AREA LAWN AREA BAY WINDOW PROJECTION NO FOOTING CHIMNEY BUILDING PROJECTION 6' - 0" 10 ' - 0 " 10 ' - 0 " 11' - 0" 11' - 0" 6' - 8" 7' - 8 " AC UNITS AC UNIT RE Q ' D S . B . 20 ' - 7 " FRONT PORCH FR O N T PO R C H AC UNITS COVERED PORCH 10 2 . 8 1 9 7 . 1 8 RE Q ' D 1 s t F L R S . B . 10 ' - 3 " RE Q ' D 2 n d F L R S . B . 20 ' - 7 " REQ'D 1s t / 2 n d R E A R S . B . 40'-4" 1s t F L R S . B . 11 ' - 0 " RE Q ' D 2 n d F L R S . B . 20 ' - 7 " RE Q ' D 1 s t F L R S . B . 10 ' - 3 " RE Q ' D 2 n d F L R S . B . 20 ' - 7 " 11' - 0" 22 ' - 1 " 29 ' - 3 " 20 ' - 0 " 40' - 0" 10 ' - 3 " 2' - 0"18' - 6" 2' - 0 " 20' - 6" 26 ' - 6 " AC UNIT 63'-0" 59'-7" (1s t F L R R E A R S . B . ) 13' - 10" 63'-8" 55'-6" 10 ' - 0 " 16' - 11"6' - 2" SPA 6' - 11" 20' - 11" 5' - 1"11' - 11" EASEME N T 10'-0" PO O L EQ U I P M E N T 5650.3 SF FRONT YARD (SHADED) LANDSCAPE AREA: 3,642 SF (64%) TOTAL FRONT YARD AREA: 5,650.3 SF HARDSCAPE AREA: 2,008.3 SF (36%) 55' - 5" 10 2 ' - 1 0 " 10 0 ' - 1 1 " CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 8/22/2022 2:25:31 PM 1 Checker SITE PLAN SINGLE FAMILY HOME - 1225 OAKLAWN RD ARCADIA, CA 91006 SCALE: 1" 10'-0" SITE PLAN LANDSACPE CALCULATION A. B. C. D. E. F. ALL NEW CONSTRUCTION REQUIRES RESIDENTIAL FIRE SPRINKLERS, FIRE SPRINKLER DESIGN AND INSTALLATION SHALL BE ACCORDINGLY TO THE STANDARDS APPROVED BY THE FIRE DEPARTMENT. PLANS SHALL BE SUBMITTED DIRECTLY TO THE FIRE DEPARTMENT FOR REVIEW AND FOR THE REQUIRED PERMITS PRIOR TO CONSTRUCTION OR INSPECTIONS. ALL CONCRETE BLOCK WALL FENCE SHALL BE SUBMITTED UNDER SEPARATE PERMIT. PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES. SIGN SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. BARRIERS SHALL BE CONSTRUCTED FOR CBC 3306.6. COVERED WALKWAYS SHALL COMPLY WITH CBC 3306.7 TREE PROTECTION NOTES: TREE PROTECTION NOTES: FOR EXISTING TREES TO REMAIN ON SITE, NO DAMAGE ALLOWED TO CANOPY OR ROOT SYSTEMS, PROTECTIVE FENCING AS NECESSARY, AND TREES ARE TO BE DEEP-WATERED 1-2 TIMES PER MONTH OR AS PER REQUIRED TO KEEP THEM HEALTHY UNTIL IRRIGATION IS INSTALLED. LANDSCAPING REQUIRED LANDSCAPING REQUIRED (LANDSCAPING MUST BE PROVIDED AND MAINTAINED THROUGHOUT REQUIRED SETBACKS, IN UNIMPROVED CITY RIGHT-OF-WAY ADJACENT TO THE PROPERTY AND OTHER AREAS VISIBLE FROM A PUBLIC RIGHT OF WAY WHERE NOT USED FOR ACCESS. LANDSCAPING MUST CONSIST OF AN EFFECTIVE COMBINATION OF TREES, GROUND COVER AND SHRUBBERY. ALL LANDSCAPED AREAS MUST HAVE A PERMANENT AUTOMATED UNDERGROUND FULL COVERAGE IRRIGATION SYSTEM. SIDEWALK, CURB, AND GUTTER SHALL BE REPLACED PER CITY STANDARDS NOTES: 1 CONSTRUCT NEW DRIVEWAY APPROACH PER CITY STANDARD 2 SCORED CONCRETE DRIVEWAY W/ 10" BORDER, UCR TAN FROM "COLORFULL" 3 LANDSCAPE AREA 4 LAWN AREA 5 CONCRETE WALKWAY 6 NEW 3'x6'H W.I. GATE 7 36"x36" 24"HT PILASTER, STUCCOED TAN TO MATCH BLDG 8 24"x24" 32"HT. PILASTER 9 GRAVEL / PEBBLE WALKWAY 10 10'W x 5'H DRIVEWAY GATE, W.I. 11 LOW GARDEN WALL 12 STONE PAVER PAD WITH 5" WIDE SYNTHETIC STRIPS 13 STONE PAVER PADS SITE PLAN KEYNOTE N SETBACK CALCULATION: REQUIRED FRONT YARD SETBACK: 55'-0" AVERAGE OF TWO ADJ. HOMES: (50'-0" + 60'-10")/2 110'-10"/2 55'-5" REQUIRED 1st FLR SIDE YARD SETBACK: 10'-3" 10% OF LOT WIDTH (AT FRONT PL) 0.10 x 102.81 10.28' 10'-3" REQUIRED 2nd FLR SIDE YARD SETBACK: 20'-7" 20% OF LOT WIDTH (AT FRONT PL) 0.20 x 102.81 20.56' 20'-7" REQUIRED 1st / 2nd REAR YARD SETBACK: 40'-4" 35'-0" + (LOT DEPTH - 150)/10 35'+(228.8'-150')10 40.28' 40'-4" HOUSE ON THE NORTH: RIDGE 655.81 FF 642.64 (63 2 . 6 5 ) (63 5 . 7 6 ) (63 7 . 0 4 ) (63 5 . 8 2 ) (63 5 . 7 8 ) (TC 6 3 2 . 7 2 ) (TC 6 3 2 . 0 1 ) (TC 6 3 4 . 2 8 ) (TC 6 3 5 . 8 0 ) (TC 6 3 5 . 7 7 ) (TC 6 3 8 . 9 2 ) (TC 6 3 7 . 9 2 ) (FL 6 3 1 . 3 3 ) (FL 6 3 1 . 8 4 ) (FL 6 3 2 . 1 3 ) (FL 6 3 2 . 0 8 ) (FL 6 3 1 . 3 3 ) (FL 6 3 3 . 6 4 ) (FL 6 3 5 . 1 5 ) (FL 6 3 5 . 3 1 ) (FL 6 3 5 . 4 3 ) (FL 6 3 5 . 9 5 ) (FL 6 3 6 . 1 4 ) (FL 6 3 5 . 1 2 ) (FL 6 3 6 . 3 8 ) (FL 6 3 6 . 5 1 ) (FL 6 3 7 . 1 5 ) (FL 6 3 7 . 3 4 ) (LI P 6 3 1 . 9 9 ) (LI P 6 3 3 . 7 0 ) (LI P 6 3 5 . 2 1 ) (LI P 6 3 6 . 2 1 ) (LI P 6 3 7 . 1 6 ) (63 5 . 3 3 ) (63 5 . 9 8 ) (63 6 . 4 2 ) (63 6 . 6 2 ) (63 5 . 8 2 ) (63 6 . 3 8 ) (63 6 . 2 1 ) (63 6 . 3 0 ) (63 2 . 6 3 ) (63 2 . 7 6 ) (63 6 . 0 5 ) (63 6 . 0 8 ) (63 5 . 8 2 ) (63 5 . 8 7 ) (63 6 . 4 9 ) (63 6 . 4 7 ) (63 6 . 8 6 ) (63 6 . 2 6 ) (63 6 . 7 6 ) (63 7 . 3 5 ) (63 5 . 6 9 ) (63 5 . 4 1 ) (63 6 . 3 3 ) (63 6 . 0 8 ) (63 4 . 9 1 ) (63 4 . 1 9 ) (63 4 . 7 5 ) (63 5 . 4 8 ) (T W 6 3 5 . 2 0 ) (T W 6 3 5 . 2 5 ) (T W 6 3 5 . 2 8 ) (T W 6 3 9 . 1 6 ) (T W 6 3 7 . 1 4 ) (T W 6 3 5 . 3 5 ) (T W 6 3 7 . 1 9 ) (T W 6 3 7 . 2 0 ) (T W 6 3 7 . 2 8 ) (T W 6 3 9 . 0 8 ) (T W 6 3 4 . 0 6 ) (T W 6 3 9 . 8 0 ) (T W 6 4 0 . 5 3 ) (T W 6 4 0 . 5 3 ) (T W 6 3 8 . 6 1 ) (TC 6 3 1 . 9 9 ) (TC 6 3 2 . 5 8 ) (TC 6 3 5 . 9 7 ) (TC 6 3 6 . 7 7 ) (TC 6 3 7 . 0 2 ) (TC 6 3 7 . 7 7 ) (63 5 . 7 7 ) (63 6 . 2 2 ) (63 6 . 6 6 ) (63 6 . 3 3 ) (63 4 . 7 6 ) (63 5 . 9 8 ) (63 5 . 9 7 ) (63 6 . 0 0 ) (63 5 . 3 0 ) (63 5 . 9 7 ) (63 5 . 9 7 ) (63 5 . 9 6 ) (63 5 . 9 7 ) (63 5 . 9 5 ) (63 6 . 0 7 ) (63 6 . 2 1 ) (63 6 . 0 9 ) (63 6 . 0 8 ) (63 6 . 3 6 ) (63 6 . 3 0 ) (63 6 . 8 5 ) (63 6 . 8 5 ) (63 6 . 7 8 ) (63 6 . 4 4 ) (63 6 . 3 6 ) (63 6 . 5 9 ) (63 6 . 7 5 ) (63 7 . 6 9 ) (63 3 . 6 5 ) (63 6 . 3 2 ) (63 5 . 2 9 ) (63 5 . 4 6 ) (63 4 . 3 8 ) (63 5 . 4 0 ) (63 6 . 5 9 ) (63 5 . 9 9 ) (63 7 . 0 3 ) (63 5 . 1 7 ) (64 0 . 0 8 ) (63 9 . 5 3 ) (63 5 . 4 5 ) (63 6 . 5 9 ) (63 9 . 7 1 ) (63 6 . 0 1 ) (63 5 . 7 3 ) (63 6 . 7 5 ) (63 5 . 7 1 ) (63 5 . 0 4 ) (63 5 . 4 2 ) (63 4 . 7 7 ) (63 4 . 6 8 ) (63 4 . 9 5 ) (63 5 . 1 1 ) (63 5 . 9 5 ) (63 6 . 1 8 ) (63 6 . 0 9 ) (63 5 . 8 7 ) (63 4 . 5 8 ) (63 4 . 5 3 ) (63 4 . 5 3 ) (63 4 . 5 3 ) (63 9 . 2 1 ) (63 4 . 4 9 ) (63 4 . 8 1 ) (63 4 . 9 5 ) (63 4 . 7 1 ) (63 9 . 7 3 ) (63 9 . 3 4 ) (63 6 . 0 6 ) (63 2 . 6 9 ) (63 7 . 4 0 ) (63 5 . 7 8 ) (63 2 . 6 9 ) (63 6 . 8 3 ) (63 7 . 4 0 ) (63 6 . 8 1 ) (63 6 . 8 0 ) (63 6 . 9 9 ) (63 5 . 3 9 ) (63 5 . 8 8 ) (63 3 . 9 1 ) (63 2 . 8 4 ) (63 7 . 1 0 ) (63 2 . 4 8 ) (63 6 . 8 7 ) (63 6 . 3 2 ) (63 4 . 7 4 ) (63 6 . 4 8 ) CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 3/32" 1'-0" 8/22/2022 2:25:33 PM 1.1 Checker TOPOGRAPHIC SURVEY SINGLE FAMILY HOME - 1225 OAKLAWN RD ARCADIA, CA 91006 SCALE: 3/32" 1'-0" TOPOGRAPHIC SURVEYN 1215 OAKLAWN 1231 OAKLAWN HOUSE ON THE RIGHT: RIDGE 655.81 FF 642.64HOUSE ON THE LEFT: RIDGE 647.13 FF 632.83 ROOF RIDGE ( 655.81' ) ROOF RIDGE ( 647.13' ) ROOF RIDGE ( 662.50' ) 55' - 5 " 22' - 2 " 26' - 6 " CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 8/22/2022 2:25:35 PM 1.2 Checker SITE ANALYSIS SINGLE FAMILY HOME 2928 LOMBARDY RD, PASADENA CA 91107 - SCALE: 1/8" 1'-0" NEIGHBOR COMPARISON SCALE: 1/32" 1'-0" AERIAL VIEW 3.5:12 3. 5 : 1 2 3. 5 : 1 2 3. 5 : 1 2 3. 5 : 1 2 3.5:12 3.5:12 3.5:12 3. 5 : 1 2 3.5:12 3. 5 : 1 2 3. 5 : 1 2 10.0:12 10.0:12 10 . 0 : 1 2 10 . 0 : 1 2 1'-0" 3. 5 : 1 2 10.0:12 10.0:12 10.0:12 10.0:12 2' - 2 " 10 . 0 : 1 2 10 . 0 : 1 2 10.0:12 10.0:12 10 . 0 : 1 2 10 . 0 : 1 2 3. 5 : 1 2 3. 5 : 1 2 3. 5 : 1 2 3. 5 : 1 2 3. 5 : 1 2 3.5:12 1' - 0 " 1' - 6 " 1'-1" 1'-7" 1'-6" 4" 1'-0" 1'-6" 1' - 6 " 1'-0"1'-0" 1' - 6 " 1' - 1 1 " SO L A R P A N E L S UN D E R S E P A R A T E S U B M I T T A L 10 . 0 : 1 2 10 . 0 : 1 2 3.5:12 3. 5 : 1 2 SCALE: 3/16" 1'-0" ROOF PLAN CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 3/16" 1'-0" 8/22/2022 2:25:41 PM 3 Checker ROOF PLAN SINGLE FAMILY HOME - 1225 OAKLAWN RD ARCADIA, CA 91006 N 1st F.F T.O.P.1 2nd F.F T.O.P.2 T.O.R 5' - 8 " 9' - 0 " 1' - 2 " 10 ' - 0 " 8" 26 ' - 6 " 12 3 4 56812 6 1 34108349711 1 9107 14 4 14 8 1st F.F T.O.P.1 AVERAGE GRADE 2nd F.F T.O.P.2 T.O.R 5' - 8 " 9' - 0 " 1' - 2 " 10 ' - 0 " 8" 26 ' - 6 " 12341076349 12 3 4 5 10 8 68 8 6' - 0 " CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 3/16" 1'-0" 8/22/2022 2:25:45 PM 4 Checker ELEVATIONS SINGLE FAMILY HOME - 1225 OAKLAWN RD ARCADIA, CA 91006 3/16" 1'-0"1 ELEVATION 1 (FRONT) 1. 2. 3. 4. 5. 6. 7. 8. 9. BORAL ROOF TILE | MADERA 900 | VINTAGEWOOD 4" FASCIA | DUNN EDWARDS | BLACK WINDOWS | JELD WEN | SITELINE EX WOOD CLAD | BLACK | 7/8" WIDE MUNTIN GRID WOOD TRIM | DUNN EDWARDS | PAINTED | WHITE MERLEX STUCCO | SMOOTH FINISH | OATMEAL SIDING | JAMES HARDIE SIDING | 6.5" LAP SIDING | PAINTED WHITE SIDING AT GABLE | JAMES HARDIE SIDING | STAGGERED PANELS | PAINTED DE6229 (DUNN EDWARDS) CALICO ROCK STONE VENEER | COUGAR STONE | MOCHA NU ERA CROWN MOULDING | 2X8 WOOD | PAINTED WHITE ELEVATION FINISH SCHEDULE 3/16" 1'-0"4 ELEVATION 2 (SIDE) 10. 11. 12. 13. 14. 15. WOODWORK | WOODWORK BY OTHERS | PAINTED WHITE DECORATIVE VENT W/ DENTILS | WOODWORK BY OTHERS | PAINTED WHITE EXTERIOR LIGHTING | QUOIZEL LIGHTING | TUDOR COLLECTION | MYSTIC BLACK GARAGE DOOR | CARRIAGE STYLE GARAGE DOOR | WHITE CHIMNEY SHROUD | COLOR COATED ALUMINUM | WHITE WROUGHT IRON | IRONWORK BY OTHERS | WHITE COLOR 1st F.F T.O.P.1 AVERAGE GRADE 2nd F.F T.O.P.2 T.O.R 5' - 8 " 9' - 0 " 1' - 2 " 10 ' - 0 " 8" 26 ' - 6 " 8141125 6 3 4 6 9 4 115 11 3 4 8 6 8 5 534711126 1st F.F T.O.P.1 2nd F.F T.O.P.2 T.O.R 8" 10 ' - 0 " 1' - 2 " 9' - 0 " 5' - 8 " 26 ' - 6 " 534687111010813125711 12 3 4 35 9 4 9 4 8612 1st F.F T.O.P.1 AVERAGE GRADE 2nd F.F 11714 68 15 1st F.F T.O.P.1 AVERAGE GRADE 2nd F.F T.O.P.2 T.O.R 5' - 8 " 9' - 0 " 1' - 2 " 10 ' - 0 " 8" 26 ' - 6 " 6 1 2 3 48 108 15 55 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: 3/16" 1'-0" 8/22/2022 2:25:50 PM 5 Checker ELEVATIONS SINGLE FAMILY HOME - 1225 OAKLAWN RD ARCADIA, CA 91006 3/16" 1'-0"3 ELEVATION 3 (REAR) 1. 2. 3. 4. 5. 6. 7. 8. 9. BORAL ROOF TILE | MADERA 900 | VINTAGEWOOD 4" FASCIA | DUNN EDWARDS | BLACK WINDOWS | JELD WEN | SITELINE EX WOOD CLAD | BLACK | 7/8" WIDE MUNTIN GRID WOOD TRIM | DUNN EDWARDS | PAINTED | WHITE MERLEX STUCCO | SMOOTH FINISH | OATMEAL SIDING | JAMES HARDIE SIDING | 6.5" LAP SIDING | PAINTED WHITE SIDING AT GABLE | JAMES HARDIE SIDING | STAGGERED PANELS | PAINTED DE6229 (DUNN EDWARDS) CALICO ROCK STONE VENEER | COUGAR STONE | MOCHA NU ERA CROWN MOULDING | 2X8 WOOD | PAINTED WHITE ELEVATION FINISH SCHEDULE 3/16" 1'-0"4 ELEVATION 4 (SIDE) 3/16" 1'-0"5 ELEVATION 5 3/16" 1'-0"6 ELEVATION 6 10. 11. 12. 13. 14. 15. WOODWORK | WOODWORK BY OTHERS | PAINTED WHITE DECORATIVE VENT W/ DENTILS | WOODWORK BY OTHERS | PAINTED WHITE EXTERIOR LIGHTING | QUOIZEL LIGHTING | TUDOR COLLECTION | MYSTIC BLACK GARAGE DOOR | CARRIAGE STYLE GARAGE DOOR | WHITE CHIMNEY SHROUD | COLOR COATED ALUMINUM | WHITE WROUGHT IRON | IRONWORK BY OTHERS | WHITE COLOR WINDOW R.O. 8" 2" M I N . L A P WINDOW R.O. SILL LINTEL A B C SEE NOTE BELOW 4" 1" 3. INSTALL WINDOW JAMB NAILING FLANGES OVER A CONTINUOUS BEAD OF SEALANT ON THE MOIST STOP (OR EQUAL). INSTALL THE WINDOW HEAD MOIST STOP (OR EQUAL) ON A CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW HEAD NAILING FLANGE. MOST COMMONLY USED TYPE OF METAL FRAME (SURFACE MOUNTED). FOR OTHER TYPES OF FRAMES SPECIAL ATTENTION MUST BE PAID TO THE MANUFACTURER'S RECOMMENDATIONS. NOTE: LINE-WIRE, WHEN USED AS BACKING TO SUPPORT BUILDING PAPER BENEATH WIRE LATH (NETTING) FOR PORTLAND CEMENT PLASTER (STUCCO), SHALL BE INSTALLED AS FOLLOWS: A. WIRE GAUGE, SPACING, AND ATTACHMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF BUILDING NEWS ITEMS 47-1. B. PERIPHERAL FLASHING, AT ALL EDGES OF WALL OPENINGS, MUST COVER THE WIRE BACKING. C. NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHALL COVER OR PENETRATE THE FLASHING MATERIAL. WINDOW FLASHING SECTION 1402.2 OF THE CODE STATES THAT "EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF." 1. ATTACH SILL STRIP WITH TOP EDGE LEVEL WITH ROUGH SILL - EXTEND BEYOND EDGE OF ROUGH OPENING AT LEAST 8". SECURE ALL MOIST STOP (OR EQUAL) WITH GALVANIZED NAILS OR POWER STAPLES 4. COMMENCING AT THE BOTTOM (SOLE PLATE) OF THE WALL, LAY BUILDING PAPER UNDER SILL STRIP. NOTE: CUT ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE LINE ON EACH SIDE. DO NOT SLICE BUILDING PAPER HORIZONTALLY SO THAT THE PAPER WILL LAP OVER THE JAMB STRIPS. INSTALL SUCCESSIVE LINES OF BUILDING PAPER (B.C.D. ETC.) OVER JAMB AND HEAD FLANGES, LAPPING EACH COURSE. 2. ATTACH JAMB STRIP WITH SIDE EDGE EVEN WITH ROUGH JAMB FRAMING. START STRIP 1" BELOW LOWER EDGE OF SILL STRIP AND EXTEND 4" ABOVE LOWER EDGE OF LINTEL. THE ABOVE METHOD APPLIES ONLY TO 1 2 3 4 5 6 3 1 6 5 2 4 12" MIN . PROVIDE NAILING, BATTENSAND WIND CLIPS PER MFR.INSTALLATION RECOMMENDATIONS SECURE VALLEY FLASHING AT MAX.24" O.C. W/ CLIPS FABRICATED OFSIMILAR OR COMPATIBLE MATERIAL.DO NOT NAIL FELT, BATTENS ORTILE THROUGH VALLEY FLASHING.WEAVED UNDERLAYMENT(30 lb. A.S.T.M. FELT MIN.) 30 lb. SWEAT SHEET UNDERFLASHING (MIN. 36" WIDE) FLAT CONCRETE TILE 26 GA. G.I. VALLEY FLASHING ROOF SHEATHING 3/ 8 " 1 2 6 5 1.HEADER (SEE FRAMING PLAN) 2.PLYWOOD SHEAR (SEE FRAMING PLAN) 3.DOOR FRAME 4.'MOISTOP' FLASHING PAPER (12" WIDE) 5.60 MINUTE GRADE 'D' PAPER - 2 LAYERS 6.EXTERIOR PLASTER O/WIRE MESH 7.26 GA. G.I. FLASHING 8.1.5"X TRIM (SEE ELEVATION) 9.SELF SEALING, SELF ADHERING BITUMINOUS MEMBRANE APPLIED OVER SOLID BACKING.7 4 9 3 8 1 3 2 45669 1 2 3 4 5 6 SLIDING DOOR FRAME W/ CONT. SEALANT BEHIND FLANGE 'MOISTOP' FLASHING PAPER (12" WIDE) 60 MINUTE GRADE 'D' PAPER - 2 LAYERS EXTERIOR PLASTER O/ WIRE MESH 1.5"X TRIM (SEE ELEVATION) NON-HARDENING SEALANT NOTE: WEEP SCREED TO BE INSTALLED PER CBC 2506.5 1 2 3 4 5 6 7 7 6 2 3 4 5 1 FINISH GRADE EXTERIOR PLASTER 26 GA. CORROSION-RESISTANT WEEP SCREED PRESSURE TREATEDDOUGLAS FIR SILL PLATE 2 LAYERS 60 MINUTE GRADE 'D' PAPER CONT. "ROPE" CAULKING O/ WIRE MESH CONCRETE SLAB,WHERE OCCURS 8" M I N . 4" M I N . 2" M I N . 4" M I N . 6" M I N . BRICK (FULL SIZED),INSTALL PER MFR. 60 MINUTE GRADE 'D' PAPER - 2 LAYERS FINISH GRADE 26 GA. G.I.WEEP SCREED 1 2 3 4 1 2 3 4 1 4 2 3 5 5 1 2 3 6 7 8 9 9 8 7 WINDOW FRAMEW/ CONT. SEALANTBEHIND FLANGE 60 MINUTE GRADE'D' PAPER - 2 LAYERS 1.5"X TRIM(SEE ELEVATION) NON-HARDENINGSEALANT 26 GA. G.I. FLASHING HEADER(SEE FRAMING PLAN) 3 'MOISTOP' FLASHINGPAPER (12" WIDE) 6 SELF SEALING, SELFADHERING BITUMINOUSMEMBRANE APPLIEDOVER SOLID BACKING 5 4 STUCCO PLASTER SEE ELEVATION FOR INFORMATION 1 3 2 4 1 2 3 4 5 6 5 6 6 WINDOW FRAMEW/ CONT. SEALANTBEHIND FLANGE 60 MINUTE GRADE'D' PAPER 1.5"X TRIM(SEE ELEVATION) NON-HARDENINGSEALANT 'MOISTOP' FLASHINGPAPER (12" WIDE) EXTERIOR PLASTERO/ WIRE MESH 1 2 4 1 2 3 4 6 5 7 WINDOW FRAMEW/ CONT. SEALANTBEHIND FLANGE 1.5"X TRIM, SLOPE TOP(SEE ELEVATION) 7 7 5 3 60 MINUTE GRADE'D' PAPER - 2 LAYERS NON-HARDENINGSEALANT 'MOISTOP' FLASHINGPAPER (12" WIDE) 6 SELF SEALING, SELFADHERING BITUMINOUSMEMBRANE APPLIEDOVER SOLID BACKING HARDIE BOARD SIDING (SEE ELEVATION) BRICK VENEER8 BRICK (FULL SIZED) 1/2" 2X FRAMING(SEE FRAMING PLAN) PLYWOOD SHEAR WALL (SEE FRAMING PLAN) 60 MINUTE GRADE'D' PAPER - 2 LAYERS 2X FURRING 'MOISTOP' FLASHINGPAPER (12" WIDE) (SEE PLAN) NON-HARDENING SEALANT 2X BACKING FULL SIZE BRICK 1 2 3 4 5 6 7 8 9 1 23 4 5 6 7 8 9 PROVIDE DOUBLE UNDERLAYMENT, WHERE ROOF SLOPE IS BETWEEN 2.5:12 AND 4:12 60 MINUTE GRADE 'D' PAPER - 2 LAYERS EAVE RISER 26 GA. G.I. DRIP UNDERLAYMENT (30 lb. A.S.T.M. FELT MIN.) ROOF SHEATHING DESIGNED WOOD ROOF SYSTEM 2X4 FASCIA 2X BLOCKING W/ 3 HOLES 2X FRAMING 1/ 2 " SEE ROOF NOTES FOR DIMENSION PROVIDE NAILING,BATTENS AND WINDCLIPS PER MFR.INSTALLATIONRECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEARREQUIREMENTS. 2" W. METAL STRIP VENT (VERIFY ON SITE) PROVIDE 12 S.I. OF VENTILATION 3" CROWN 2X8 BOARD EXTERIOR FINISH, PER ELEVATION RAIN GUTTER 1 2 3 4 5 6 7 8 9 10 11 13 14 12 123 4 5 6 7 8 9 10 11 13 14 12 GROUT BRICK VENEER (FULL SIZED) 1/2" HEADER(SEE FRAMING PLAN) PLYWOOD SHEAR WALL(SEE FRAMING PLAN) 60 MINUTE GRADE'D' PAPER 2X FURRING 'MOISTOP' FLASHINGPAPER (12" WIDE) (SEE PLAN) ADHESIVE/ MORTAR 26 GA. G.I. FLASHING BRICK VENEER CORNER PC. 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 3 26 GA. G.I. DRIP CONC. ROOF TILE UNDERLAYMENT (30 lb.A.S.T.M. FELT MIN.) 2X RAFTERS ROOF SHEATHING 2X4 FASCIA BOARD 2X FRAMING 1/ 2 " PROVIDE NAILING,BATTENS AND WINDCLIPS PER MFR.INSTALLATIONRECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEARREQUIREMENTS. 60 MINUTE GRADE'D' PAPER - 2 LAYERS HARDIE BOARD STARTER BOARDS EXTERIOR PLASTERO/ WIRE MESH 1 2 3 4 5 6 7 8 9 10 1 3 7 8 4 10 2 569 11 2X10 FRAMING11 2X WOOD TRIM12 DECORATIVE CORBEL13 13 12 12 PROVIDE DOUBLE UNDERLAYMENT, WHERE ROOF SLOPE IS BETWEEN 2.5:12 AND 4:12 2X JOIST SEE STR'L DWG. 2X STUD @16" O.C. W/R-15 INSULATION 2X RAFTER SEE STR'L DWG. BONDERIZED METAL FLASHING PER THE CODE. ROOF TILE ON 30#FELT UNDER-LAYMENT OVER PLYWD. ROOF SHEATHING. CLASS 'A' BUILT UP ROOF 2% SLOPE BONDERIZED METAL FLASHING PER THE CODE. 7 8 " STUCCO PLASTER OVER TYVEK WRAP BACKED MET. LATH AT CEILING OF GARAGE ,LAUNDRY, AND ENCLOSED ACCESSIBLE SPACE UNDER STAIRS AT INTERIOR WALL GARAGE / LAUNDRY SIDE HABITABLE ROOM SIDE INTERIOR SHEATHING INSULATION WHERE OCCURS, R-21 AT WALL, R-21 AT FLOOR JOIST 2X STUD WALL PER STUD WALL MIN 5/8" THK GYP BD. TYPE 'X' 2X FLOOR JOIST/ CEILING JOIST 1 2 3 4 5 BA 4 2 3 4 4 5 6 PLYWOOD SUBFLOOR WHERE OCCURS6 2 GARAGE / LAUNDRY SIDE AT EXTERIOR WALL EXTERIOR INTERIOR C 1 2 3 7 4 EXTERIOR FINISH PER ELEVATION O/ 2 LAYERS OF GRADE D PAPER 7 4 PLYWOOD SHEATHING PER STRUCT. DWG8 8 TYPICAL EXTERIOR WALL TYPICAL INTERIOR WALL 1 2 3 4 5 A B 5 EXTERIOR FINISH PER ELEVATION O/ 2 LAYERS OF GRADE D PAPER 5/8" GYP BD. AT 1-HR FIRE RATED WALLS, SEE FLOORPLAN KEYNOTE #2, SEE STRUCTURAL PLAN WALL SCHEDULE 2X STUD WALL R-21 INSULATION PER ENERGY REPORT PLYWOOD SHEATHING PER STRUCT. 1 2 3 4 5 5 EX T E R I O R IN T E R I O R 3 26 GA. G.I. DRIP CONC. ROOF TILE UNDERLAYMENT (30 lb.A.S.T.M. FELT MIN.) 2X RAFTERS ROOF SHEATHING CROWN MOULDING O/ 2X4 FASCIA BOARD 2X FRAMING PROVIDE NAILING,BATTENS AND WINDCLIPS PER MFR.INSTALLATIONRECOMMENDATIONS. REFER TO STRUCT.DWGS. FOR SHEARREQUIREMENTS. TWO LAYERS 60 MINUTE GRADE 'D' PAPER EXTERIOR PLASTERO/ WIRE MESH 1 2 3 4 5 6 7 8 9 10 DBL UNDERLAYMENT REQUIRED FOR ROOF < 4:12 SEE ROOF PLAN 3 4 10 2 569 11 INSULATION AT ATTIC PROVIDE MIN 1" GAP BETWEEN INSULATION AND BOTTOM OF ROOF SHEATHING 1 HARDIE BOARD STARTER BOARDS11 1/ 2 " 7 8 APPLY CONT. BEADOF ROOF MASTICO/ NOSE ENDS OFEACH RIDGE TILE. PROVIDE NAILING, BATTENSAND WIND CLIPS PER MFR.INSTALLATIONRECOMMENDATIONSUNDERLAYMENT (MIN. 30 lb. CARRIED OVER ROOF SHEATHING & UNDER 2X NAILER) A.S.T.M. FELT- ROOF TILE OVER ADDITIONAL LAYER OF #30 B 2PLY SHINGLE FASHION PER STRUCTURAL AND ROOF PLAN 1 2 1 2 1 2 3 4 4 5 7 1 / 2 " M A X . 1" M I N . 1 2 3 4 5 1 2 3 4 4 5 CONCRETE STOOP WEATHER STRIPPING THRESHOLD-PROVIDE BITUMINOUS COATING ON THRESHOLD FOR SEPARATION OF ALUMINUM & CONCRETE OR OTHER APPROVED MEASURE TO ISOLATE/PROTECT SEALANT CONCRETE SLAB 1/ 2 " THRESHOLD AT SWING-OUT DOOR THRESHOLD AT SWING-IN DOORAB THRESHOLD AT SLIDING DOORC 1 7 1 / 2 " M A X . 2" M I N . 5 4 4 6 6 REDWOOD SLEEPER, WHERE OCCURS 3 CHECKED BY: SCALE: PROJECT: PLOT DATE: PROJECT NO: REVISION DATE NOTES: 711 S. FIRST AVE, ARCADIA, CA 91006 TEL: 626-294-9402 WWW.PDS-STUDIO.COM ARCHITECT SEAL: SHEET NO: SHEET NAME: As indicated 8/22/2022 2:25:54 PM 6 Checker ARCHITECTURAL DETAILS SINGLE FAMILY HOME 2928 LOMBARDY RD, PASADENA CA 91107 - N.T.S.12 VAPOR BARRIER N.T.S.4 VALLEY FLASHING1 N.T.S.10 DOOR HEAD W/ WOOD TRIM1 N.T.S.9 DOOR JAMB W/ WOOD TRIM N.T.S.18 WEEP SCREED AT CONC. SLAB N.T.S.17 BRICK (FULL SIZED) APPLICATION N.T.S.13 WINDOW HEAD W/ WOOD TRIM N.T.S.14 WINDOW JAMB W/ WOOD TRIM N.T.S.11 WINDOW SILL W/ WOOD TRIM N.T.S.16 BRICK SILL @ BRICK VENEER N.T.S.1 EAVE @ PLASTER W/WOOD TRIM1 N.T.S.15 BRICK WINDOW HEAD N.T.S.3 RAKE W/ 10" FURR OUT N.T.S.20.FLAT ROOF DETAIL N.T.S.6 1-HR FIRE RESISTIVE WALL/CLG N.T.S.7 TYPICAL WALL1 N.T.S.2 RAKE (TYP.) N.T.S.5 RIDGE CAP N.T.S.19 THRESHOLD AT EXTERIOR DOORS1 1225 Oaklawn Rd ISO