12.1 - 1907 Kenwood Ave - Photos & Drawings — original pdf

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i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I 1 FRONT VIEW 1" = 1'-0" 2 REAR VIEW 1" = 1'-0" NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 3 LEFT VIEW 1" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt 4 RIGHT VIEW 1" = 1'-0" 1 0 9 A 7/7/2025 9:14:21 AM I I G N T S X E F O S O T O H P i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I 1 REAR LEFT VIEW 1" = 1'-0" 2 REAR RIGHT VIEW 1" = 1'-0" NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt 2 0 9 A 7/7/2025 9:14:22 AM I I G N T S X E F O S O T O H P RESIDENTIAL REMODEL & ADDITION G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt LOCATION MAP APPLICABLE CODES & REGULATIONS SHEET LIST GENERAL NOTES CONSTRUCTION NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 1. REFER TO STRUCTURAL DRAWINGS FOR GENERAL NOTES REGARDING FRAMING REQUIREMENTS. 2. THESE GENERAL NOTES SHALL APPLY TO ALL WORK AND ALL DRAWINGS IN THIS SET AND SHALL EXTEND TO ANY CHANGES, EXTRAS, OR ADDITIONS AGREED TO DURING THE COURSE OF THE WORK. 3. ALL CONSTRUCTION SHALL CONFORM TO CONSTRUCTION AS REQUIRED BY APPLICABLE CODES. 4. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATIONS OF INSPECTION AND OCCUPANCY, AND THE FILING OF ALL WORK WITH GOVERNMENT AGENCIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. 5. THE CONTRACTOR SHALL VISIT AND INSPECT THE PREMISES TO VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO THE PROPOSAL SUBMISSION. ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE DESIGNER PRIOR TO THE PROPOSAL SUBMISSION, OTHERWISE, THE CONTRACTOR SHALL BEAR ALL COSTS TO COMPLETE THE WORK AS INTENDED ON THE DRAWINGS. 6. IF ANY CONDITION ARISES THAT WOULD IMPEDE THE PROGRESS OR THE INTENT OF THE WORK, THE G.C. IS TO NOTIFY THE DESIGNER IMMEDIATELY. THE G.C. WILL FULLY EXPLAIN THE PROBLEM AND ALL RELEVANT TIME CONSTRAINTS. 7. CONTRACTOR SHALL CLARIFY WITH DESIGNER ANY CONFLICTS BETWEEN THE CONSTRUCTION DOCUMENTS AND EXISTING CONDITIONS OR BETWEEN THE CONSTRUCTION DOCUMENTS THEMSELVES, PRIOR TO PROPOSAL SUBMISSION. 8. DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN, DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL SCALE DETAILS. PLEASE NOTIFY DESIGNER IMMEDIATELY FOR A RESOLUTION OF ANY DISCREPANCY THAT MAY EXIST IN THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. 9. SUBSTITUTIONS, REVISIONS, OR CHANGES MUST HAVE PRIOR APPROVAL OF THE DESIGNER. 2. ALL PANEL WOOD USED FOR STRUCTURAL ELEMENTS SHALL BE IDENTIFIED AS TO GRADE MARK AND SHALL BE OF AN IDENTIFYING MARK OF AN APPROVED GRADING BUREAU OR AGENCY, AFFIXED PRIOR TO DELIVERY. 3. ADJUST ALL FRAMING CONNECTORS AND THE MEMBERS THEY CONNECT, TO PROVIDE LEVEL, TRUE, PLUMB, ALIGNED, SMOOTH AND OTHERWISE UNIFORM SUBSTRATE SURFACES TO WHICH TO APPLY TO ALL FINISHES 4. ALL VENT PIPES SHALL BE CONSOLIDATED BELOW THE ROOF. PROTRUSIONS IN ROOF AREAS ARE TO BE PROPERLY FLASHED WITH BASE AND CAP FLASHING OR EQUAL. 5. INSTALL ALL FLASHING REQUIRED TO MAKE BUILDING WATERTIGHT. 6. ALL NAILS AND FASTENERS SHALL BE APPLIED TO PRODUCTS OR ASSEMBLIES PER MANUFACTURER'S SPECIFICATIONS AND GUIDELINES 7. FIRE STOP IN THE FOLLOWING SPECIFIC LOCATIONS: A. ALL STUD BEARING AND EXTERIOR WALLS AT CEILING AND FLOOR LEVELS. B. ALL OTHER LOCATIONS WHERE OPENING COULD AFFORD PASSAGE FOR FLAMES. C. AS REQUIRED BY LOCAL GOVERNING AGENCIES. 8. THE CONTRACTOR SHALL PATCH AS REQUIRED FOR A FLUSH APPEARANCE OF ALL FLOORS, WALLS & CEILINGS. 9. ALL INTERIOR PARTITIONS TO BE FRAMED AS DESIGNATED IN STRUCTURAL PLANS WITH 5/8" GYPSUM WALL BOARD OR 1/2" DUROCK WHERE THERE'S TILE OR STONE FINISH. 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES; AND FOR THE COORDINATION OF ALL PORTIONS OF THE WORK. 10. ALL CEILINGS TO BE 1/2" GYPSUM WALL BOARD. TAPE AND SPACKLE ALL GWB JOINTS FOR PAINTING. ALL SHEET ROCK SURFACES SHALL RECEIVE 3 COATS OF SPACKLE, A PRIME COAT & 2 FINISH COATS OF PAINT. 11. ALL MATERIALS SHALL BE NEW, UNUSED, AND OF THE HIGHEST QUALITY IN EVERY RESPECT UNLESS MUTUALLY AGREED UPON OR DIRECTED. MANUFACTURED MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. 12. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE, AND TRUE, AND IN PROPER ALIGNMENT. 13. ALL INSTALLED PLUMBING, MECHANICAL, AND ELECTRICAL EQUIPMENT SHALL OPERATE QUIETLY AND FREE OF VIBRATION. 11. ALL INTERIOR WALL AREAS OF CONSTRUCTION SHALL RECEIVE TRIM AT BASE AND AT OPENINGS APPROVED BY THE OWNER , UNLESS OTHERWISE NOTED IN ROOM FINISH SCHEDULE. Sheet Number Sheet Name A000 A001 A003 A100 A101 A102 A103 A104 A200 A201 A320 A321 A600 A601 A900 A901 A902 TITLE SHEET SITE PLAN TREE PRESERVATION DEMO PLAN DEMO PLAN FLOOR PLAN FLOOR PLAN ROOF PLAN BUILDING ELEVATIONS BUILDING ELEVATIONS BUILDING SECTIONS BUILDING SECTIONS SCHEDULES SCHEDULES BUILDING 3D VIEWS PHOTOS OF EXISTING PHOTOS OF EXISTING 2021 2021 2021 2021 2021 2018 2015 2023 2021 2021 INTERNATIONAL BUILDING CODE* INTERNATIONAL ENERGY CONSERVATION CODE* INTERNATIONAL EXISTING BUILDING CODE* INTERNATIONAL FIRE CODE* INTERNATIONAL RESIDENTIAL CODE* INTERNATIONAL SWIMMING POOL AND SPA CODE* INTERNATIONAL WILDLAND-URBAN INTERFACE CODE* NATIONAL ELECTRICAL CODE* UNIFORM MECHANICAL CODE* UNIFORM PLUMBING CODE* *AS AMENDED BY GOVERNING JURISDICTION PROJECT DESCRIPTION TYPE: INTERIOR REMODEL AND ADDITION USE: DUPLEX RESIDENTIAL BASE ZONING: ASHRAE CLIMATE ZONE: 2A ZONING OVERLAYS: SF-3-NP RESIDENTIAL DESIGN STANDARDS: LDC/25-2-SUBCHAPTER F - EXEMPT PER HOME AMENDMENT SELECTED SIGN ORDINANCES NEIGHBORHOOD PLAN: SOUTH RIVER CITY: TRAVIS HEIGHTS-SWISHER MAXIMUM BUILDING COVERAGE: 40% MAXIMUM IMPERVIOUS COVER: 45% TWO-UNIT FAR: GREATER OF 3200 SQFT OR 0.55:1 SCOPE: EXISTING 4-PLEX TO BE CONVERTED TO DUPLEX 6 BEDROOMS TOTAL 4 BATHS TOTAL 1 FULL KITCHEN PER UNIT REBUILD OUTDOOR DECK & ROOF DESCRIPTION: SLAB ON GRADE FOUNDATION CMU BLOCK STRUCTURE MASONRY EXTERIOR NEW WOOD FRAMED STANDING SEAM METAL ROOF PROJECT TEAM OWNER & HOME DESIGNER MARK MCDOWELL 1907 KENWOOD AVE AUSTIN, TX 78704 CERTIFIED BUILDING DESIGNER ÖKKEM DESIGN AUSTIN, TEXAS CONTACT: CHRISTOPHER CLIFTON PHONE: 512-894-9222 EMAIL: CHRIS@OKKEMDESIGN.COM STRUCTURAL ENGINEER ÖKKEM DESIGN AUSTIN, TEXAS CONTACT: CHRISTOPHER CLIFTON PHONE: 512-894-9222 EMAIL: CHRIS@OKKEMDESIGN.COM STANDARD ABBREVIATIONS & - AND @ - AT A/C - AIR CONDITIONING ACOUS - ACOUSTICAL A.D. - AREA DRAIN A.D.A. - AMERICANS WITH DISABILITIES ACT A&E - ARCHITECT AND ENGINEERS A.F.F. - ABOVE FINISH FLOOR A.F.G. - ABOVE FINISHED GRADE AGR - AGGREGATE A.H.J. - AUTHORITIES HAVING JURISDICTION A.H.U. - AIR HANDLING UNIT ALT - ALTERNATIVE ALUM - ALUMINUM ANOD - ANODIZED APPROX - APPROXIMATE ARCH - ARCHITECTURAL ASPH - ASPHALT AVG - AVERAGE BD - BOARD BITUM - BITUMINOUS BLDG - BUILDING BLKG - BLOCKING BM - BEAM BO - BOTTOM OF CAB - CABINET C.B.B. - CEMENTITIOUS BACKER BOARD C.F. - CUBIC FEET C.F.M. - CUBIC FEET PER MINUTE C.G. - CORNER GUARD, CEILING GRILLE C & G - CURB & GUTTER C.I. - CAST IRON C.I.P. - CAST IN PLACE C.J. - CONTROL JOINT CL - CENTERLINE CLG - CEILING CLR - CLEAR C.M.U. - CONCRETE MASONRY UNITS CO - CLEANOUT(S) COL - COLUMN CONC - CONCRETE CONT - CONTINUOUS COORD - COORDINATE C.T. - CERAMIC TILE CTR - CENTER CUFT - CUBIC FEET DBL - DOUBLE DEG - DEGREE DEMO - DEMOLITION DEPT - DEPARTMENT DET - DETAIL D.F. - DRINKING FOUNTAIN DIA - DIAMETER DIAG - DIAGONAL DIM - DIMENSION DISP - DISPENSER DIV - DIVISION DN - DOWN DO - DOOR OPENING DR - DOOR DS - DOWNSPOUT DW - DISHWASHER DWG - DRAWING E - EAST (E) - EXISTING EA - EACH E.F. - EXHAUST FAN E.I.F.S. - EXTERIOR INSULATION AND FINISH SYSTEM E.J. - EXPANSION JOINT EL - ELEVATION ELEC - ELECTRICAL ENCL - ENCLOSURE E.P. - ELECTRICAL PANEL EQ - EQUAL EQUIP - EQUIPMENT E.W.C. - ELECTRIC WATER COOLER EXH - EXHAUST EXIST - EXISTING EXP - EXPANSION EXT - EXTERIOR F.A. - FIRE ALARM F.A.A.P. - FIRE ALARM ANNUNCIATOR PANEL F.A.C.P. - FIRE ALARM CONTROL PANEL F.C.U. - FAN COIL UNIT F.D. - FLOOR DRAIN FDN - FOUNDATION F.E. - FIRE EXTINGUISHER F.E.C. - FIRE EXTINGUISHER CABINET F.F. - FINISH FLOOR F.F.&E. - FURNITURE FIXTURES & EQUIPMENT FIN - FINISH FIXT - FIXTURE F.L. - FLOW LINE FLR - FLOOR FLUOR - FLUORESCENT F.O. - FINISH OPENING F.O.F. - FACE OF FINISH F.O.S. - FACE OF STUD F.R. - FIRE RATED F.SP. - FIRE STANDPIPE FT - FOOT / FEET FTG - FOOTING FURR - FURRING F.V. - FIELD VERIFY F.V.C. - FIRE VALVE CABINET F.WC. - FABRIC WALLCOVERING GA - GAUGE GALV - GALVANIZED G.B. - GRAB BAR G.C. - GENERAL CONTRACTOR G.D. - GARBAGE DISPOSAL G.F. - CMU GROUND FACE CMU G.F.C.I. - GROUND FAULT CIRCUIT INTERRUPTER G.I. - GALVANIZED IRON GL - GLASS GND - GROUND GYP.BD. - GYPSUM BOARD HAZ - MAT HAZARDOUS MATERIALS H.B. - HOSE BIB HCP - HANDICAPPED HDR - HEADER HDW - HARDWARE HDWD - HARDWOOD HGT - HEIGHT H.M. - HOLLOW METAL HORIZ - HORIZONTAL HR - HOUR, HANDRAIL HT - HEIGHT HVAC - HEATING, VENTILATING & AIR CONDITIONING I.B.C. - INTERNATIONAL BUILDING CODE I.D. - INSIDE DIAMETER I.G. - INSULATING GLASS IN - INCH INFO - INFORMATION INSUL - INSULATION INT - INTERIOR INV - INVERT I.T.G. - INSULATED TEMPERED GLASS JAN - JANITOR J-BOX - JUNCTION BOX JT - JOINT KIT - KITCHEN K.O. - KNOCK OUT KW - KILOWATT KWH - KILOWATT HOUR LAV - LAVATORY LB(S) - # POUND(S) L.F. - LINEAL FEET LT - LIGHT LVR - LOUVER MAINT - MAINTENANCE MATL - MATERIAL MAX - MAXIMUM M.B. - MARKER BOARD MECH - MECHANICAL MEPF - MECHANICAL, ELECTRICAL, PLUMBING, FIRE PROTECTION (CONDUIT) MTL - METAL MFR - MANUFACTURER MH - MANHOLE MIN - MINIMUM MIRR - MIRROR MISC - MISCELLANEOUS M.O. - MASONRY OPENING MTD - MOUNTED MTL - METAL N - NORTH N.A. - NOT APPLICABLE N.I.C. - NOT IN CONTRACT NO - NUMBER NOM - NOMINAL N.T.S. - NOT TO SCALE O.C. - ON CENTER O.D. - OUTSIDE DIAMETER, OVERFLOW DRAIN O.F.C.I. - OWNER FURNISHED CONTRACTOR INSTALLED O.F.O.I. - OWNER FURNISHED OWNER INSTALLED O.H. - OPPOSITE HAND OPN - OPENING OPP - OPPOSITE O.R.D. - OVERFLOW ROOF DRAIN RAD - RADIUS R.B. - RESILIENT BASE R.C.P. - REFLECTED CEILING PLAN R.D. - ROOF DRAIN RE: - REFERENCE REC - RECESSED RECPT - RECEPTACLE REF - REFRIGERATOR REG - REGISTER REINF - REINFORCE REQD - REQUIRED REV - REVISION RM - ROOM R.O. - ROUGH OPENING S - SOUTH SCHED - SCHEDULE SCP - SCUPPER S.D. - SOAP DISPENSER SEAL - SEALER SECT - SECTION S.F. - SQUARE FOOT SHWR - SHOWER SHT - SHEET SHTG - SHEATHING SIM - SIMILAR SL - SLOPE SPEC - SPECIFICATION SQ - SQUARE S.S. - STAINLESS STEEL S.T.C. - SOUND TRANSMISSION CLASS STD - STANDARD STL - STEEL STOR - STORAGE STRUC - STRUCTURAL SUSP - SUSPENDED SYM - SYMMETRICAL T&G - TONGUE AND GROOVE T.B.D. - TO BE DETERMINED TEMP - TEMPERATURE T.G. - TEMPERED GLASS, TONGUE & GROOVE THK - THICK THSH - THRESHOLD THRU - THROUGH T.O. - TOP OF T.S. - TUBE STEEL TV - TELEVISION TYP - TYPICAL UGND - UNDERGROUND U.L. - UNDERWRITERS LABORATORY UNFIN - UNFINISHED U.N.O. - UNLESS NOTED OTHERWISE V.B. - VINYL BASE V.C.T. - VINYL COMPOSITION TILE VERT - VERTICAL V.I.F. - VERIFY IN FIELD V.T.R. - VENT THROUGH ROOF W - WEST W/ - WITH W/O - WITHOUT W.C. - WATER CLOSET WD - WOOD W.F. - WIDE FLANGE W.H. - WATER HEATER WT - WEIGHT Y - CUBIC YARD YD - YARD YR - YEAR i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 T E E H S E L T T I 0 0 0 A 7/7/2025 9:13:25 AM 30° 09' 17" 74.98' E E E W E E E E E E E E E E E E C S E E E E E E E E E E E E PP E E E E E E E E E E E E E E 8'-0" 56 E 566'-0" " 0 - ' 5 5 5 6 6 9 8 ' - ' - 567'-0" 0 " E 0 " E E E S E E I Y T C E R E P K C A B T E S T N E C A J D A Y E L L A R A E R E E E E E E E E X X X X X X X X E 569'-0" 569'-0" 568'-0" E 5'-0" E E E E GRASS 6237.04 SF E E E E E E E E E E E EXIST. CONCRETE WALLS AND STEPS 224.00 SF E E E E E E E E E E E E E PROPOSED WOOD DECK 36.66 SF EXIST. WOOD DECK 251.74 SF E E PROPOSED AC PAD 9.00 SF E E 6 ' - 0 " 6 6 5 6 ' - 0 " 5 5 6 7'-0" 5 6 8 ' - 0 " 9'- 0 " 0 '- 0 " 6 7 5 5 5'-0" X X X X X X X X X X APPROX. LOCATION OF EXISTING WASTE WATER LINE SIDE SETBACK PER CITY X X X X X X X " 1 '- 0 2'- 0 " 7 7 5 5 X X X 5 7 3'-0" X X X X X 574'-0" PROPOSED ELECTRIC METERS LOCATION AND DROP – TO BE COMBINED TO ONE METER S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S EXISTING ELECTRIC METERS TO FOUR UNITS - MOVE TO NEW LOCATION E " 0 0 ' 0 0 ° 0 6 S # 2 FULL CRZ ⌀ 64' # 2 1/2 CRZ ⌀ 32' ' . 4 0 0 4 1 SIDE SETBACK PER CITY X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 570'-0" 571'-0" 2'- 0 " 3'- 0 " 7 7 5 5 573.55 E 574'-0" 575'-0" 576'-0" 577'-0" 578'-0" # 2 1/4 CRZ ⌀ 16.0' 579'-0" 579.16 EXIST. COVERED PORCH 38.91 SF EXIST. CONCRETE WALLS AND STEPS 24.20 SF 0 '- 0 " 8 5 #2 581'-0" # 1 FULL CRZ ⌀ 38' # 1 1/2 CRZ 582'-0" ⌀ 19' # 1 1/4 CRZ ⌀ 9.5' 583'-0" #1 E EXIST. AC PAD 9.25 SF E EXIST. COVERED PATIO 39.92 SF E E E PROPOSED ADDITION TO CONDITIONED SPACE 36.97 SF EXIST. HOUSE LVL 01 2064.36 SF TOS FFE = 581.79' # 3 FULL CRZ ⌀ 40' PROPOSED STEPPING STONE 70 SF # 3 1/2 CRZ ⌀ 20' PROPOSED FOYER 57.90 SF UNIT 1 FRONT DOOR LOCATION PROPOSED COVERED PORCH 65.50 SF # 1/4 CRZ 3 ⌀ 10.0' PROPOSED TYPE 1 DRIVEWAY 812.54 SF #3 W W W W W W EXIST. CONCRETE WALKWAY 116.83 SF W W X X X X X X X X X W " 3 0 ' 7 5 ° 9 5 N ' 0 9 . 9 3 1 575.07 E S S S E E 5 7 5'-0" 576'-0" 5 7 7'- 0 " ROOF OVERHANG 578'-0" 579.25 5 7 9 '- 0 " # 4 FULL CRZ ⌀ 42' 5 8 0'- 0" 5 8 3'- 0 " 16'-0" WIDTH OF DRIVEWAY AT PROPERTY LINE N 30° 02' 59" 74.86' E 5'-0" 5'-0" I Y T C R E P K C A B T E S T N O R F T N U E E R H T I 5 8 2 ' - 0 " W W W " 0 - ' 5 1 W W W W W W W W W # 4 1/2 CRZ ⌀ 21' 5 8 1 ' - 0 " 5 8 0 ' - 0 " # 4 1/4 CRZ ⌀ 10.5' #4 APPROX. LOCATION OF EXISTING WATER LINE CURB 1 SITE PLAN 1/8" = 1'-0" KENWOOD AVE. N G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt SITE GENERAL NOTES 1. UTILITIES ARE SHOWN FOR INFORMATION ONLY. 2. CONTRACTOR PROVIDE AND MAINTAIN A PORTABLE TOILET. 3. CONTRACTOR SHALL NOT STORE ANY MATERIAL WITHIN THE DRIP EDGE OF TREE TO REMAIN. 4. CONTRACTOR TO VERIFY SIDE UTILITIES LOCATIONS PRIOR TO EXCAVATION. ZONING INFORMATION LEGAL DESCRIPTION: PROPERTY ID: ZONING: LOT SIZE: LOT 33 *& N 25 FT OF LOT 34 BLK 40 TRAVIS HEIGHTS 284767 SF-3-NP 10486.45 DEVELOPMENT LIMITS: IMPERVIOUS COVER: BUILDING COVER: TWO-UNIT FAR: MAX BUILDING HEIGHT: 35' 45% 40% GREATER OF 3200 SQFT OR 0.55:1 SITE LEGEND ADDITION / NEW CONSTRUCTION CONCRETE EXISTING HOUSE GRASS GRAVEL STONE / MASONRY WOOD PLANKS WATER CLEAN OUT ELECTRIC METER GAS METER MAILBOX POWER POLE WATER METER C E G M PP W S S S S UNDERGROUND WASTE W W W W UNDERGROUND WATER G E X # G E G E X X # # G E X # NATURAL GAS MAIN SERVICE LINE OVERHEAD ELECTRICAL FENCE CONTOUR LINES ROOF OVERHANG SETBACK PROPERTY LINE TREE CRZ TREE TO BE REMOVED UNIT 2 FRONT DOOR LOCATION EXIST. HOUSE LOWER LEVEL 2140.22 SF TOS FFE = 573.35' i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 TREE CRITICAL ROOT ZONE TREE # 1 2 3 4 TREE SIZE 19" 32" 20" 21" DESCRIPTION (* INDICATES R.O.W) PECAN CEDAR ELM LIVE OAK PECAN * HERITAGE TREE No Yes No No DEVELOPMENT TABLE NAME EXIST. AC PAD EXIST. CONCRETE WALKWAY EXIST. CONCRETE WALLS AND STEPS EXIST. COVERED PATIO EXIST. COVERED PORCH EXIST. HOUSE LOWER LEVEL EXIST. HOUSE LVL 01 EXIST. WOOD DECK GRASS PROPOSED AC PAD PROPOSED ADDITION TO CONDITIONED SPACE PROPOSED COVERED PORCH PROPOSED FOYER PROPOSED STEPPING STONES PROPOSED TYPE 1 DRIVEWAY PROPOSED WOOD DECK TOTAL DESCRIPTION FLATWORK FLATWORK FLATWORK UNCONDITIONED UNCONDITIONED CONDITIONED CONDITIONED WOOD DECK GRASS FLATWORK CONDITIONED UNCONDITIONED CONDITIONED FLATWORK FLATWORK WOOD DECK AREA 9.25 SF 116.83 SF 248.20 SF 39.92 SF 38.91 SF 2140.22 SF 2064.36 SF 251.74 SF 6650.11 SF 9.00 SF 36.97 SF 65.50 SF 57.90 SF 48.53 SF 812.54 SF 36.66 SF 12626.65 SF IMP FACTOR BLDG FACTOR LIV FACTOR LIV EXEMPTION IMP AREA BLDG AREA LIV AREA % IMP 0.09% 0.00 SF 1.11% 0.00 SF 2.37% 0.00 SF 0.38% 0.00 SF 0.37% 0.00 SF 0.00% 0.00 SF 19.69% 0.00 SF 1.20% 0.00 SF 0.00% 0.00 SF 0.09% 0.00 SF 0.35% 0.00 SF 0.62% 0.00 SF 0.55% 0.00 SF 0.46% 0.00 SF 7.75% 0.00 SF 0.17% 0.00 SF 0.00 SF 0.00 SF 0.00 SF 39.92 SF 0.00 SF 2140.22 SF 2064.36 SF 0.00 SF 0.00 SF 0.00 SF 36.97 SF 65.50 SF 57.90 SF 0.00 SF 0.00 SF 0.00 SF 9.25 SF 116.83 SF 248.20 SF 39.92 SF 38.91 SF 0.00 SF 2064.36 SF 125.87 SF 0.00 SF 9.00 SF 36.97 SF 65.50 SF 57.90 SF 48.53 SF 812.54 SF 18.33 SF 0.00 SF 0.00 SF 0.00 SF 39.92 SF 38.91 SF 0.00 SF 2064.36 SF 0.00 SF 0.00 SF 0.00 SF 36.97 SF 65.50 SF 57.90 SF 0.00 SF 0.00 SF 0.00 SF 1 1 1 1 1 0 1 0.5 0 1 1 1 1 1 1 0.5 0 0 0 1 1 0 1 0 0 0 1 1 1 0 0 0 0 0 0 1 0 1 1 0 0 0 1 1 1 0 0 0 % BLDG 0.00% 0.00% 0.00% 0.38% 0.37% 0.00% 19.69% 0.00% 0.00% 0.00% 0.35% 0.62% 0.55% 0.00% 0.00% 0.00% % LIV 0.00% 0.00% 0.00% 0.38% 0.00% 20.41% 19.69% 0.00% 0.00% 0.00% 0.35% 0.62% 0.55% 0.00% 0.00% 0.00% COUNT 1 1 2 1 1 1 1 1 2 1 1 1 1 6 1 1 COMMENTS TO BE REMODELED AS UNIT 2 TO BE REMODELED AS UNIT 1 EXISTING WOOD DECK TO BE RECONSTRUCTED EXISTING WOOD DECK FOOTPRINT TO BE EXPANDED TO EXTERIOR WALL 3692.12 SF 2303.57 SF 4404.88 SF 35.21% 21.97% 42.01% N A L P E T S I 1 0 0 A 7/7/2025 9:13:25 AM E E E E E E E E X X X X X X X X PP E E E E 8'-0" 56 569'-0" 569'-0" E E 568'-0" 5'-0" EXISTING ELECTRIC METERS TO FOUR UNITS - MOVE TO NEW LOCATION LOWER LEVEL ACCESS PATHS EXISTING CONCRETE TO BE DEMOLISHED E " 0 0 ' 0 0 ° 0 6 S ' 4 0 . 0 4 1 # # 2 2 FULL CRZ ⌀ 64' FULL CRZ ⌀ 64' # # 2 2 1/2 CRZ 1/2 CRZ ⌀ 32' ⌀ 32' X SIDE SETBACK PER CITY X X X X X X X X X X X X X X X X X X X X X X X X X X X X 570'-0" 571'-0" 2'- 0 " 3'- 0 " 7 7 5 5 574'-0" 575'-0" 576'-0" 577'-0" 578'-0" # # 2 2 1/4 CRZ 1/4 CRZ ⌀ ⌀ 16.0' 16.0' EXIST. COVERED PORCH 38.91 SF 579'-0" EXIST. CONCRETE WALLS AND STEPS 24.20 SF 0 '- 0 " 8 5 PROPOSED STEPPING STONE 70 SF # 2 # 2 6 5 6 ' - 0 " 6 ' - 0 " 6 5 5 6 7'-0" 5 6 8 ' - 0 " 9'- 0 " 0 '- 0 " 6 7 5 5 5'-0" X X X X X X X X X X E E E E E E E E E E E 566'-0" " 0 - ' 5 5 5 6 6 567'-0" 9 8 ' - ' - 0 0 " " E E E E E S E E 30° 09' 17" 74.98' E E E W E E E E E E E E E E E E E I Y T C R E P K C A B T E S T N E C A J D A Y E L L A R A E R E E E PAINT WASHOUT E E E CONCRETE WASHOUT DUMPSTER MATERIAL STAGING SOIL PLACEMENT PORTABLE TOILET E E E E E E E E EXIST. CONCRETE WALLS AND STEPS 224.00 SF E E E E PROPOSED WOOD DECK 36.66 SF E E E E E E E E EXIST. WOOD DECK 251.74 SF E E E E GRASS 6237.04 SF E E E EXIST. AC PAD 9.25 SF E EXIST. COVERED PATIO 39.92 SF E E E C S E S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S PROPOSED ADDITION TO CONDITIONED SPACE 36.97 SF EXIST. HOUSE LVL 01 2064.36 SF F.F = 581' 9 1/2" # # 3 3 FULL CRZ ⌀ 40' FULL CRZ ⌀ 40' # # 3 3 1/2 CRZ 1/2 CRZ ⌀ 20' ⌀ 20' PROPOSED FOYER 57.90 SF PROPOSED COVERED PORCH # # 1/4 CRZ 1/4 CRZ 65.50 SF 3 3 ⌀ ⌀ 10.0' 10.0' # 3 # 3 E S S S E E W W W W W W ECM - 3.6.1 - TREE PROTECTION REQUIREMENTS A. DURATION OF TREE PROTECTION 1. INSTALLATION E E E E E E E E E E E TREE PROTECTION SHALL BE REMOVED AT THE END OF THE PROJECT AFTER ALL CONSTRUCTION AND FINAL GRADING IS COMPLETE, BUT BEFORE FINAL INSPECTION. ANY PREMATURE REMOVAL OR FAILURE OF TREE PROTECTION CAN LEAD TO CRITICAL ROOT ZONE IMPACTS AS DESCRIBED IN ECM 3.5.2 AND MAY REQUIRE REMEDIAL TREE CARE. IT IS THE PERMIT HOLDER'S RESPONSIBILITY TO AVOID DAMAGE TO PRESERVED TREES WHERE TREE PROTECTION HAS BEEN REMOVED OR NOT INSTALLED. TREE PROTECTION SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK, INCLUDING DEMOLITION OR SITE PREPARATION, AND MAINTAINED CONTINUOUSLY THROUGHOUT THE PROJECT. 2. REMOVAL B. FENCING SPECIFICATIONS 1. MATERIAL REQUIREMENTS APPROX. LOCATION OF EXISTING WASTE WATER LINE FENCING IS THE PRIMARY METHOD OF TREE PROTECTION. FENCING IS INTENDED TO PREVENT ACCESS TO THE CRITICAL ROOT ZONE. TREE FENCING SHALL BE CHAIN-LINK MESH WITH A MINIMUM HEIGHT OF 5 FEET. FENCING SHALL BE INSTALLED ON STEEL T-POSTS WITH A MAXIMUM SPACING OF 10 FEET BETWEEN THE POSTS. MORE ROBUST OR EXISTING PERMANENT FENCING MAY BE APPROVED AS AN ALTERNATIVE TO CHAIN-LINK FENCING. PLASTIC FENCING MATERIAL SHALL NOT BE USED AS TREE PROTECTION. 2. LOCATION OF FENCING PROPOSED ELECTRIC METERS LOCATION AND DROP – TO BE COMBINED TO ONE METER SIDE SETBACK PER CITY " 1 '- 0 2'- 0 " 7 7 5 5 X X X X X X X X X X 5 7 3'-0" X X X X X 574'-0" X X X 5 7 5'-0" 576'-0" 5 7 7'- 0 " X X X X X X W " 3 0 ' 7 5 ° 9 5 N ' 0 9 . 9 3 1 ROOF OVERHANG TREE PROTECTIVE FENCING: TO SURROUND 1/4 CRZ WITH PLYWOOD PROTECTION DURING FLATWORK INSTALLATION - EXPAND TO OUTER LIMITS AFTER FLATWORK IS COMPLETE PLYWOOD OR OSB FLOATING SLAB TO CANTILEVER OVER 1/2 CRZ REFERENCE STRUCTURAL DRAWINGS 578'-0" 5 7 TRUNK TO HAVE PROTECT PLANKING ALL AROUND WOOD CHIP MULCH AREA 9 '- 0 " PROTECTIVE TREE FENCING # # 4 4 FULL CRZ ⌀ 42' FULL CRZ ⌀ 42' FENCING SHALL BE INSTALLED AROUND OR BEYOND THE CRITICAL ROOT ZONE OF ALL PRESERVED TREES OR ANY NATURAL AREAS DESIGNATED FOR PRESERVATION. FENCING MUST BE CONTINUOUS AND CREATE A CLOSED, INACCESSIBLE AREA OF ROOT ZONE PROTECTION. 3. MAINTENANCE OF FENCED AREAS FENCING SHALL NOT BE TEMPORARILY MOVED OR REMOVED DURING DEVELOPMENT WITHOUT PRIOR AUTHORIZATION. THERE SHALL BE MINIMAL SLACK OR SAGGING IN THE FENCE. THE FENCED CRITICAL ROOT ZONE SHALL NOT BE USED FOR TOOL OR MATERIAL STORAGE OF ANY KIND AND SHALL BE KEPT FREE OF LITTER. 4. EXCEPTIONS TO FENCING REQUIREMENTS ANY SECTION OF THE CRITICAL ROOT ZONE NOT PROTECTED BY FENCING OR COVERED BY EXISTING HARDSCAPE REQUIRES MULCH (SEE ECM 3.6.1.C). EXCEPTIONS TO THE CRZ FENCING REQUIREMENT SHALL BE JUSTIFIED BY SITE-SPECIFIC CONSIDERATIONS. SOME EXCEPTIONS ARE FOR AREAS THAT HAVE BEEN APPROVED FOR IMPACTS, SUCH AS THE FOOTPRINT OF A BUILDING;II.COVERED BY EXISTING HARDSCAPE, SUCH AS A PATIO OR DRIVEWAY (NOTE: IF HARDSCAPE IS REMOVED THE EXPOSED SOIL BENEATH BECOMES SUBJECT TO TREE PROTECTION REQUIREMENTS);III.REQUIRED FOR ACCESS TO THE WORK AREA; ANDIV.APPROVED FOR USE AS A STAGING AREA. WITHIN THE HALF CRZ, FENCING REQUIREMENTS WILL ONLY BE MODIFIED FOR EXISTING HARDSCAPE OR TO ALLOW AN ACCESS PATH ADJACENT TO APPROVED STRUCTURES (SEE ECM 3.6.1.C.3). CRZ FENCING MODIFICATIONS SHALL BE SHOWN ON THE DEVELOPMENT PLANS OR APPROVED BY THE INSPECTOR. C. MULCH SPECIFICATIONS 1. MATERIAL REQUIREMENTS MULCH IS REQUIRED IN ANY SECTION OF THE CRITICAL ROOT ZONE THAT IS NOT PROTECTED BY FENCING OR UNDER EXISTING HARDSCAPE AND HAS NOT BEEN APPROVED FOR IMPACTS (SUCH AS BUILDING FOOTPRINT OR DRIVEWAY). MULCH USED FOR TREE PROTECTION SHALL BE ANY NATURAL WOOD TYPE. ROUGH SINGLE GRIND MULCH, WHICH RESISTS COMPACTION BETTER THAN DOUBLE GRIND AND IS USUALLY LESS EXPENSIVE IS PREFERRED BUT ANY NATURAL WOOD TYPE IS ACCEPTABLE. DYED MULCH OR MULCH MADE FROM NON-BIOLOGICAL MATERIAL SUCH AS RUBBER OR STONE SHALL NOT BE USED AS TREE PROTECTION. 2. DEPTH OF MULCH MULCH SHALL BE INSTALLED TO A MINIMUM DEPTH OF 8 INCHES. MULCH MAY NEED TO BE PERIODICALLY REPLENISHED DEPENDING ON THE DURATION OF THE PROJECT. SINCE EXCESSIVE MULCH IS HARMFUL TO TREES, MULCH SHALL NOT BE INSTALLED TO A DEPTH GREATER THAN 12 INCHES. MULCH USED FOR TREE PROTECTION SHALL BE REMOVED AT THE END OF THE PROJECT. MULCH SHALL NEVER BE PILED AGAINST TREE TRUNKS. 3. MULCH WITHIN THE HALF CRZ WHEN MULCH IS USED AS ALTERNATIVE PROTECTION WITHIN THE HALF CRITICAL ROOT ZONE IT SHALL BE TOPPED BY DECKING TO PROVIDE ADDITIONAL PROTECTION AGAINST COMPACTION. 4. EXCEPTIONS TO MULCH REQUIREMENTS MULCH IS NOT REQUIRED WITHIN FENCED SECTIONS OF THE CRITICAL ROOT ZONE WHERE EXISTING TURF OR GROUND COVER IS PRESENT AND UNDISTURBED. SECTIONS OF BARE OR DISTURBED DIRT WITHIN THE FENCED CRZ SHALL BE COVERED BY A THREE-INCH LAYER OF MULCH. D. TRUNK AND BRANCH WRAPPING 1. TRUNK WRAP WRAPPING IS NOT REQUIRED OR RECOMMENDED FOR MOST PRESERVED TREES. WHEN NECESSARY, TRUNK WRAP SHALL BE INSTALLED TO PROTECT THE FIRST 8 FEET OF TREE HEIGHT WHENEVER PROTECTIVE FENCING IS LOCATED 5 FEET OR LESS FROM THE TRUNK OR WHEN FENCING CANNOT BE PLACED AROUND THE TREE. THIS WILL USUALLY ONLY BE THE CASE WHEN EXISTING HARDSCAPE PROVIDES HALF CRITICAL ROOT ZONE PROTECTION OR A STRUCTURE HAS BEEN APPROVED FOR CONSTRUCTION WITHIN THE HALF CRZ USING AN EXISTING HISTORICAL FOOTPRINT. THESE CIRCUMSTANCES CAN RESULT IN FENCING CLOSER TO THE TRUNK THAN WOULD OTHERWISE BE ALLOWED. BECAUSE TREES VARY IN FORM, 8 FEET IS A GENERAL GUIDELINE RATHER THAN AN ABSOLUTE STANDARD. MORE OR LESS HEIGHT OF PROTECTION MAY BE APPROPRIATE. 2. BRANCH WRAP BRANCH WRAP MAY BE REQUIRED WHEN A MAJOR LIMB IS OVER AN ACCESS ROUTE OR CLOSE TO A PROPOSED STRUCTURE. PROXIMITY OF SCAFFOLDING OR OTHER NECESSARY CONSTRUCTION EQUIPMENT NEEDS TO BE CONSIDERED. 3. MATERIAL REQUIREMENTS DIMENSIONAL LUMBER, SUCH AS 2X4S, SHALL BE ORIENTED PARALLEL TO AND CONTINUOUSLY AROUND THE TRUNK OR BRANCH AND SECURED IN PLACE BY TIGHTENING WIRES RUN AROUND THE OUTSIDE OF THE LUMBER. WRAPPING SHALL NEVER BE SECURED DIRECTLY TO THE TREE BY SCREWS OR OTHER MEANS. WRAPPING SHALL BE LOOSENED AND RETIGHTENED EVERY SIX MONTHS TO PREVENT THE TREE FROM BEING DAMAGED AS IT GROWS OUTWARDS. E. PROTECTION FOR NATURAL AREAS NATURAL AREAS INDICATED FOR PRESERVATION ON PLANS SHALL BE PROTECTED BY FENCING THAT MEETS THE STANDARDS FOR TREE FENCING IN THIS SECTION. ALTERNATIVE PROTECTION ALLOWED FOR TREES IS NOT ACCEPTABLE FOR NATURAL AREA PRESERVATION. FENCING SHALL BE INSTALLED AT THE LIMIT OF CONSTRUCTION LINE SHOWN ON PLANS. DRIPLINE DIM. VARIES EQ EQ 1/4 CRZ 1/2 CRZ CRZ i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I TREE PROTECTION MEASURES: INSTALL 2-INCH THICK WOOD PLANKS AROUND THE TRUNK OF THE TREE WITH 1/4" OR GREATER CLOSED-CELL FOAM PADS BETWEEN THE TRUNK AND PLANKS. THE HEIGHT OF THE PLANKS SHALL BE 6 FEET MINUMUM, OR MATCH THE HEIGHT THE VEHICULE CLEARANCE, WHICH EVER IS GREATER. USE STRAPS OR WIRE TO BIND THE PLANKS IN PLACE. DO NOT DRIVE FASTENERS INTO THE TREE. IF THE PROTECTIVE PLANKS ARE TO BE IN PLACE FOR LONGER THAN 6 MONTH, LOOSEN AND ADJUST THE PLANKS EVERY 3 MONTHS TO ALLOW GROWTH ' 6 N A H T S S E L O N NO. REVISION DATE Building Designer CLC ' 6 . I N M 581'-0" # # 1 1 FULL CRZ ⌀ 38' FULL CRZ ⌀ 38' # # 1 1 1/2 CRZ 1/2 CRZ 582'-0" ⌀ 19' ⌀ 19' # # 1 1 1/4 CRZ 1/4 CRZ ⌀ ⌀ 9.5' 9.5' 583'-0" # 1 # 1 TRUNK TO HAVE PROTECT PLANKING ALL AROUND PROTECTIVE TREE FENCING CURB UPPER LEVEL ACCESS PATHS 1 TREE PROTECTION PLAN 1" = 10'-0" PROPOSED TYPE 1 DRIVEWAY 812.54 SF EXIST. CONCRETE WALKWAY 116.83 SF W W 5 8 " 0 - ' 5 1 3'- 0 " I Y T C R E P K C A B T E S T N O R F T N U E E R H T I 5 8 2 ' - 0 " 16'-0" WIDTH OF DRIVEWAY AT PROPERTY LINE N 30° 02' 59" 74.86' E SOIL PLACEMENT DUMPSTER MATERIAL STAGING W W W PORTABLE TOILET W W W W W W W W W 5 8 0'- 0" 5 8 1 ' - 0 " # # 4 4 1/2 CRZ 1/2 CRZ ⌀ 21' ⌀ 21' 5 8 0 ' - 0 " # # 4 4 1/4 CRZ 1/4 CRZ ⌀ ⌀ 10.5' 10.5' # 4 # 4 APPROX. LOCATION OF EXISTING WATER LINE KENWOOD AVE. N G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt TREE PRESERVATION LEGEND ISSUE DATE 6/25/25 PROTECTED TREE CRZ TREE TO BE REMOVED TREE TO BE PLANTED LEANING TREE DIRECTION * RIGHT OF WAY TREE (R.O.W.) WOOD PLANKS 8" MULCHING AREA 6' TALL CHAIN LINK FENCE ACCESS ROUTE CLEAN OUT ELECTRIC METER GAS METER WATER METER C E G W S S S S UNDERGROUND WASTE W W W W UNDERGROUND WATER G E X # G E G E X X # # G E X # NATURAL GAS MAIN SERVICE LINE OVERHEAD ELECTRICAL FENCE CONTOUR LINES ROOF OVERHANG SETBACK PROPERTY LINE TREE CRITICAL ROOT ZONE TREE # 1 2 3 4 TREE SIZE 19" 32" 20" 21" DESCRIPTION (* INDICATES R.O.W) PECAN CEDAR ELM LIVE OAK PECAN * HERITAGE TREE No Yes No No WOOD CHIP MULCH 8" DEPTH * AS NEEDED TO PROVIDE MINIMUM NECESSARY WORK SPACE. IF LESS THAN 5', THEN ADD BOARDS STRAPPED TO TRUNK. TREE PROTECTION FENCE CRITICAL ROOT ZONE XX XX 20'-0" FOR 20" DIA TREE XX XX X X DRIPLINE XX XX WOOD CHIP MULCH AREA (8" -12") DEPTH X X X X X X X X TREE PROTECTION FENCE TREE PROTECTION FENCE MODIFIED TYPE A - CHAIN LINK I N O T A V R E S E R P E E R T 3 0 0 A 7/7/2025 9:13:26 AM A 1 B C D 2 A200 FE G 1 1 1 6 1 3 2 5 1 A201 GENERAL DEMOLITION NOTES 1. 2. 3. 4. 5. 6. EXISTING WALLS AND ITEMS TO BE DEMOLISHED ARE INDICATED WITH HEAVY DASHED LINES. DISCONNECT AND REMOVE ALL ITEMS IN WALLS TO BE DEMOLISHED (UNO). REMOVE DOORS AND FRAMES WHERE INDICATED BY HEAVY DASHED LINES. RETAIN DOORS AND FRAMES DESIGNATED BY OWNER AND STORE IN SECURE LOCATION. ALL ITEMS TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY, INCLUDING FASTENERS, BRACKETS, BRACES, TIES, HANGERS, SHIMS, PIPES, CONDUITS, ETC; UNLESS OTHERWISE INDICATED TO BE ABANDONED IN PLACE. WHERE WALLS THAT ARE TO REMAIN ARE DISTURBED BY DEMOLITION, PATCH/REPAIR ADJACENT SURFACES TO A LIKE-NEW CONDITION. CONTRACTOR TO ENSURE THAT THE BUILDING IS ADEQUATELY SHORED PRIOR TO DEMOLISHING ANY STRUCTURAL ELEMENTS. DEMO PLAN LEGEND WALLS, WINDOWS, DOORS, AND ROOF TO BE DEMOLISHED WALLS, WINDOWS, DOORS, TO REMAIN E G ELECTRIC METER GAS METER DEMO PLAN NOTES NO. 1 2 3 4 5 6 DESCRIPTION ADJUST ROUGH OPENING TO FIT NEW OPENING SIZE REUSE ROUGH OPENING TO FIT NEW OPENING INFILL FRAMING TO FILL EXISTING DOOR ROUGH OPENING. MATCH EXTERIOR WALL FINISH. COORDINATE DURING CONSTRUCTION INFILL WITH 2X FRAMING. MATCH EXTERIOR WALL FINISH. COORDINATE DURING CONSTRUCTION NEW WINDOW LOCATION TO BE SHIFTED FROM ORIGINAL LOCATION - COORDINATE FINAL LOCATION WITH OWNER DURING CONSTRUCTION DEMO NEW CASED OPENING TO CONNECT DOWNSTAIRS UNITS INTO ONE 1 2 3 2 A201 4 5 6 1 1 1 1 A200 1 DEMO FLOOR PLAN LOWER LEVEL 1/4" = 1'-0" N G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 N A L P O M E D 0 0 1 A 7/7/2025 9:13:27 AM A B C D 2 A200 FE G 1 2 2 2 2 1 4 1 1 1 1 1 1 A201 GENERAL DEMOLITION NOTES 1. 2. 3. 4. 5. 6. EXISTING WALLS AND ITEMS TO BE DEMOLISHED ARE INDICATED WITH HEAVY DASHED LINES. DISCONNECT AND REMOVE ALL ITEMS IN WALLS TO BE DEMOLISHED (UNO). REMOVE DOORS AND FRAMES WHERE INDICATED BY HEAVY DASHED LINES. RETAIN DOORS AND FRAMES DESIGNATED BY OWNER AND STORE IN SECURE LOCATION. ALL ITEMS TO BE DEMOLISHED SHALL BE REMOVED COMPLETELY, INCLUDING FASTENERS, BRACKETS, BRACES, TIES, HANGERS, SHIMS, PIPES, CONDUITS, ETC; UNLESS OTHERWISE INDICATED TO BE ABANDONED IN PLACE. WHERE WALLS THAT ARE TO REMAIN ARE DISTURBED BY DEMOLITION, PATCH/REPAIR ADJACENT SURFACES TO A LIKE-NEW CONDITION. CONTRACTOR TO ENSURE THAT THE BUILDING IS ADEQUATELY SHORED PRIOR TO DEMOLISHING ANY STRUCTURAL ELEMENTS. DEMO PLAN LEGEND WALLS, WINDOWS, DOORS, AND ROOF TO BE DEMOLISHED WALLS, WINDOWS, DOORS, TO REMAIN E G ELECTRIC METER GAS METER DEMO PLAN NOTES NO. 1 2 3 4 5 6 DESCRIPTION ADJUST ROUGH OPENING TO FIT NEW OPENING SIZE REUSE ROUGH OPENING TO FIT NEW OPENING INFILL FRAMING TO FILL EXISTING DOOR ROUGH OPENING. MATCH EXTERIOR WALL FINISH. COORDINATE DURING CONSTRUCTION INFILL WITH 2X FRAMING. MATCH EXTERIOR WALL FINISH. COORDINATE DURING CONSTRUCTION NEW WINDOW LOCATION TO BE SHIFTED FROM ORIGINAL LOCATION - COORDINATE FINAL LOCATION WITH OWNER DURING CONSTRUCTION DEMO NEW CASED OPENING TO CONNECT DOWNSTAIRS UNITS INTO ONE 1 2 3 2 A201 4 5 6 1 1 1 A200 2 1 DEMO FLOOR PLAN LVL 01 1/4" = 1'-0" N G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 N A L P O M E D 1 0 1 A 7/7/2025 9:13:27 AM B C APPROX 55'-1 3/8" D 2 A200 FE G A 1 A320 12 5'-1" W6-T CLOSET CO2 " 0 - ' 1 2'-7 7/8" 2'-0" 1 Q E Q E D2 1'-10" 1'-11 1/2" CO1 8 W7-T 2'-6" 2'-7 1/4" BATHROOM " 8 / 5 1 1 - ' 2 X O R P P A " 6 - ' 2 " 0 - ' 3 " 0 - ' 6 r o t a r e g i r f e R D1 " 8 - ' 1 6 0" APPROX 9'-8 5/8" " 4 / 3 9 - ' 4 1 X O R P P A FOYER S " 6 - ' 1 2'-0" APPROX 6'-8 3/4" 2 A321 W5 8 1 W5 8 W5 8 8 DR6 APPROX 18'-8 1/2" ENTERTAINING/GREAT ROOM -4 1/2" 10 3 " 4 / 1 7 - ' 0 1 X O R P P A 3'-6" " 8 / 3 1 - ' 9 3 " 0 - ' 0 1 2 A320 2'-5 1/2" 10 Q E " 0 - ' 2 S " 5 - ' 1 6 X O R P P A 1 A201 1'-6" 1 " 0 1 - ' 1 CO4 KITCHEN S C 5 6'-1" 3'-9 1/2" 1'-3" 8 1/8" EQ EQ Q E " 8 / 1 0 - ' 0 1 " 8 / 7 7 - ' 2 W8-O BEDROOM 1 APPROX 11'-1 1/2" 1 1/2" " 1 1 - ' 0 2 X O R P P A STUDIO APPROX 6'-11 5/8" 1'-1" 1 1 D3 7'-10 1/2" " 6 - ' 3 " 0 - ' 2 HVAC CLOSET 9 5/8" " 8 / 5 0 1 - ' 3 S C " 2 / 1 0 - ' 0 3 WET BAR APPROX 18'-7 1/8" 3'-1" Refrigerator " 8 3 " 7 - ' 1 D4 -4 1/2" APPROX 10'-8 5/8" DINING ROOM 3 1 " 4 / 1 8 - ' 3 GENERAL FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE AND GOVERNING JURISDICTION AMENDMENTS (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). FLOOR PLANS ARE PROVIDED FOR DESIGN AND LAYOUT PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. SEE STRUCTURAL DRAWING SHEETS FOR HEADER SIZES AND LOCATIONS AND FOR COLUMN SIZES. PROVIDE SMOKE ALARMS - HARD WIRED, INTERCONNECTED, WITH BATTERY BACKUP, AT EACH SLEEPING ROOM, IMMEDIATE COMMON AREA OUTSIDE OF SLEEPING ROOMS, AND. IF APPLICABLE, ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE ATTICS. IN ACCORDANCE WITH IRC SEC R314 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). S PROVIDE CARBON MONOXIDE ALARM - HARD WIRED WITH BATTERY BACKUP, INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND/OR HAVE AN ATTACHED GARAGE. IN ACCORDANCE WITH IRC SEC R315 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR) DENOTED ON THE PLANS BY THE SYMBOL C DRYER VENT NOT TO EXCEED 35', MINUS ELBOWS PER IRC M1502.4.6.1 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). ALL GYPSUM WALL BOARD SHALL BE 5/8" THICK TYPE "X" @ GARAGE WALL SEPARATING CONDITIONED SPACE FROM THE GARAGE. ALL GYPSUM WALL BOARD SHALL BE 5/8" THICK TYPE "X" @ GARAGE CEILING. DOOR BETWEEN THE GARAGE AND RESIDENCE TO BE EQUIPPED WITH A GASKETED 20-MINUTE FIRE-RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. PER IRC SECTION R302.5.1 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). PROVIDE LOCAL EXHAUST SYSTEM FOR BATHROOM WITH NO WINDOWS OR FIXED WINDOWS. PER IRC SECTION R303.3 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). INSTALL SAFETY GLAZING IN ACCORDANCE WITH IRC SEC R308 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). CENTERLINE OF ALL LIGHT SWITCHES TO BE 48" ABOVE FLOOR LEVEL UNLESS OTHERWISE NOTED. CENTERLINE OF ALL OUTLETS TO BE 18" ABOVE FLOOR LEVEL UNLESS OTHERWISE NOTED. BLOCKING TO BE PROVIDED AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT, FIXTURES, AND FURNISHINGS. ALL DIMENSIONS DESCRIBE INTERIOR SPATIAL CLEARANCE REQUIREMENTS AND ORIGINATE AT INTERIOR WALL FINISHES, OR CENTER OF OPENINGS UNLESS NOTED OTHERWISE. PROVIDE AFCI BREAKERS AS REQUIRED PER NEC (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). PROVIDE SUPPORTS FOR PIPING AND HVAC SYSTEMS AS REQUIRED PER CODE AND MANUFACTURER REQUIREMENTS (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). PROVIDE GFCI DEVICES FOR GFCI PROTECTION WHERE REQUIRED PER NEC (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). PROVIDE DEDICATED CIRCUIT FOR THE REFRIGERATOR. LOCATE OUTLETS AS REQUIRED TO COMPLY WITH OUTLET SPACING REQUIREMENTS OF NEC (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). FLOOR PLAN LEGEND NEW WALLS, WINDOWS, DOORS, AND ROOF WALLS EXISTING TO REMAIN APPROX 10" APPROX DIMENSIONS TO DESCRIBE GENERAL DESIGN INTENT 10" E G NO. 1 2 3 4 5 6 7 8 9 10 11 12 DIMENSIONS FOR BUILDER LAYOUT ELECTRIC METER GAS METER FLOOR PLAN NOTES # DESCRIPTION CUSTOM CASEWORK TO BE COORDINATED DURING CONSTRUCTION CONTINUE EXISTING WALL LINE AND FURR OUT AS NEEDED TO ENSURE WALL FINISHES ARE FLUSH - EXACT WALL LOCATION TO BE COORDINATED DURING CONSTRUCTION W/ OWNER STUD WALL TO BE FILLED WITH NEW INSULATION AGAINST ALL EXTERIOR WALLS UNO - COORDINATE W/ OWNER DURING CONSTRUCTION MAINTAIN WALL ALIGNMENT - COORDINATE DURING CONSTRUCTION ADJUST FLOOR HEIGHT AS NEEDED IN THE FIELD CASED OPENING TO BE COVERED WITH BARN DOOR HOLE FOR RAIN CHAIN AND FLOATING SLAB ADJUST ROUGH OPENING TO FIT NEW OPENING SIZE - CENTER NEW OPENING WITHIN EXISTING OPENING UNO - COORDINATE DURING CONSTRUCTION DECK TO BE REBUILT - REFERENCE STRUCTURAL DRAWINGS - COORDINATE DURING CONSTRUCTIO INFILL WALL AS NEEDED ALIGN ALL THREE D4 DOORS EXISTING OPENING TO BE EXPANDED - DOOR AND WINDOW TO BE MILLED TOGETHER - CONFIRM EXACT LOCATION W/ OWNER DURING CONSTRUCTION 1 2 3 2 A201 4 5 6 i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 N A L P R O O L F 2 0 1 A 7/7/2025 9:13:28 AM 1 A321 W4 8 3 11'-11 5/8" 1 3 BEDROOM #2 4 S 5" DN D5 Q E Q E 11 D4 " 8 / 5 6 - ' 3 1 X O R P P A 3 3'-5 1/8" E 8 W3-O 1 " 2 / 1 2 - ' 6 EQ EQ EQ EQ 6 1/2" BATHROOM #2 APPROX 11'-10 3/4" 3 APPROX 5'-6 3/8" W2-T 8 APPROX 5'-11 5/8" STORAGE 6 1/2" 3 APPROX 1'-4 7/8" HALLWAY DN S C " 8 / 7 9 - ' 4 X O R P P A D4 D4 2 4'-6" D4 11 " 4 - ' 1 1 1 S Q E Q E 2 5" BEDROOM #3 " 8 / 3 3 - ' 5 X O R P P A " 4 / 1 8 - ' 5 X O R P P A I S S E N K C H T K R O W E S A C T E S O L C N O T N E D N E P E D E B L L I W N O S N E M D M O O R I I 3 3 W1-O 8 " 8 / 7 1 1 - ' 2 1 X O R P P A N 2'-6" APPROX 9'-5 3/8" 3 " 8 / 7 9 - ' 3 X O R P P A 1 1 " 0 - ' 2 DEMO SHORT WALLS AS NEEDED TO CREATE STORAGE - COORDINATE DURING CONSTRUCTION 1 A200 1 FLOOR PLAN LOWER LEVEL 1/4" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt A W14 B C APPROX 55'-1 3/8" D 2 A200 FE G 1 A320 W13 8 APPROX 24'-4 3/8" D8 8 W10-T " 4 / 3 0 - ' 3 1 X O R P P A 9 -3" 2 A321 PRIMARY BEDROOM " 7 - ' 4 1 " 2 / 1 5 - ' 6 1 APPROX 15'-5 7/8" S W12-T W12-T W12-T W12-T APPROX 8'-5 5/8" " 8 - ' 1 8 D8 8 8 8 DINNING ROOM 2 APPROX 13'-10 3/4" 1 A321 8 3 E W18 APPROX 12'-10 1/8" 3'-4" 1 " 2 / 1 1 - ' 3 1 " 2 / 1 4 - ' 5 1 BEDROOM #2 S W9-O 8 APPROX 4'-11 7/8" 18" EQ 6 EQ 1 " 0 - ' 2 40" D4 " 7 - ' 1 EQ EQ D4 S C W15-T PRIMARY BATHROOM " 8 / 3 0 1 - ' 5 X O R P P A 8'-6" 4 D7 " 8 / 5 6 - ' 9 X O R P P A 2'-6" W16-T EQ EQ EQ EQ W/D 6'-3 3/8" " 2 / 1 0 1 - ' 6 W17 LAUNDRY / MUD ROOM D4 1'-7" 1 " 3 - ' 1 r o t a r e g i r f e R DR6 " 0 - ' 5 8 D6 Q E Q E " 8 / 7 8 - ' 7 X O R P P A " 0 1 - ' 1 PRIMARY CLOSET APPROX 6'-6 1/2" 2 D5 " 9 - ' 6 X O R P P A " 5 1 " 2 4 HVAC CLOSET APPROX 5'-0" " 5 1 " 6 - ' 3 " 2 / 1 1 1 - ' 5 1 X O R P P A " 9 - ' 7 KITCHEN " 6 - ' 3 2'-0" 3'-6" 4'-0" 6'-0" 1'-7" 1 9'-0" " 6 - ' 1 " 0 - ' 3 LIVING ROOM / FAMILY ROOM APPROX 19'-2 1/2" 8 8 8 8 2 A320 " 5 - ' 1 6 X O R P P A 1 A201 CO3 " 8 - ' 2 CLOSET #2 1 APPROX 8'-8" BATHROOM #2 D6 " 6 - ' 1 " 8 / 7 6 - ' 3 1 D7 EQ EQ 3'-5 7/8" 6'-8 3/8" " 4 / 3 1 1 - ' 8 X O R P P A EQ EQ 8 W11-T " 2 - ' 2 APPROX 8'-8" CLOSET #3 CO3 D4 EQ EQ APPROX 3'-9 3/8" 4 3'-5" D4 EQ EQ EQ EQ 6 BEDROOM #3 " 0 - ' 3 1 S APPROX 12'-5 3/4" W9-O 8 # 3 FULL CRZ ⌀ 40' 0" " 6 - ' 3 S C 5'-0" 7'-0" " 8 / 5 4 - ' 7 FOYER " 0 - ' 3 " 0 - ' 5 P Y T # 3 1/2 CRZ ⌀ 20' 2'-0" TYP FLOATING SLAB TO CANTILEVER OVER 1/2 CRZ REFERENCE STRUCTURAL DRAWINGS # 3 1/4 CRZ ⌀ 10.0' 7 1 A200 4'-0" 0" D9 " 3 . P Y T E T E R C N O C F O E G D E M O R F 1 FLOOR PLAN LVL 01 1/4" = 1'-0" N G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt 1 2 3 2 A201 4 5 6 GENERAL FLOOR PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. ALL CONSTRUCTION SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE AND GOVERNING JURISDICTION AMENDMENTS (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). FLOOR PLANS ARE PROVIDED FOR DESIGN AND LAYOUT PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. SEE STRUCTURAL DRAWING SHEETS FOR HEADER SIZES AND LOCATIONS AND FOR COLUMN SIZES. PROVIDE SMOKE ALARMS - HARD WIRED, INTERCONNECTED, WITH BATTERY BACKUP, AT EACH SLEEPING ROOM, IMMEDIATE COMMON AREA OUTSIDE OF SLEEPING ROOMS, AND. IF APPLICABLE, ON EACH ADDITIONAL STORY INCLUDING BASEMENTS AND HABITABLE ATTICS. IN ACCORDANCE WITH IRC SEC R314 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). S PROVIDE CARBON MONOXIDE ALARM - HARD WIRED WITH BATTERY BACKUP, INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND/OR HAVE AN ATTACHED GARAGE. IN ACCORDANCE WITH IRC SEC R315 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR) DENOTED ON THE PLANS BY THE SYMBOL C DRYER VENT NOT TO EXCEED 35', MINUS ELBOWS PER IRC M1502.4.6.1 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). ALL GYPSUM WALL BOARD SHALL BE 5/8" THICK TYPE "X" @ GARAGE WALL SEPARATING CONDITIONED SPACE FROM THE GARAGE. ALL GYPSUM WALL BOARD SHALL BE 5/8" THICK TYPE "X" @ GARAGE CEILING. DOOR BETWEEN THE GARAGE AND RESIDENCE TO BE EQUIPPED WITH A GASKETED 20-MINUTE FIRE-RATED DOORS EQUIPPED WITH A SELF-CLOSING DEVICE. PER IRC SECTION R302.5.1 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). PROVIDE LOCAL EXHAUST SYSTEM FOR BATHROOM WITH NO WINDOWS OR FIXED WINDOWS. PER IRC SECTION R303.3 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). INSTALL SAFETY GLAZING IN ACCORDANCE WITH IRC SEC R308 (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). CENTERLINE OF ALL LIGHT SWITCHES TO BE 48" ABOVE FLOOR LEVEL UNLESS OTHERWISE NOTED. CENTERLINE OF ALL OUTLETS TO BE 18" ABOVE FLOOR LEVEL UNLESS OTHERWISE NOTED. BLOCKING TO BE PROVIDED AS REQUIRED FOR ALL WALL MOUNTED EQUIPMENT, FIXTURES, AND FURNISHINGS. ALL DIMENSIONS DESCRIBE INTERIOR SPATIAL CLEARANCE REQUIREMENTS AND ORIGINATE AT INTERIOR WALL FINISHES, OR CENTER OF OPENINGS UNLESS NOTED OTHERWISE. PROVIDE AFCI BREAKERS AS REQUIRED PER NEC (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). PROVIDE SUPPORTS FOR PIPING AND HVAC SYSTEMS AS REQUIRED PER CODE AND MANUFACTURER REQUIREMENTS (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). PROVIDE GFCI DEVICES FOR GFCI PROTECTION WHERE REQUIRED PER NEC (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). PROVIDE DEDICATED CIRCUIT FOR THE REFRIGERATOR. LOCATE OUTLETS AS REQUIRED TO COMPLY WITH OUTLET SPACING REQUIREMENTS OF NEC (SEE TITLE PAGE FOR APPLICABLE CODE YEAR). FLOOR PLAN LEGEND NEW WALLS, WINDOWS, DOORS, AND ROOF WALLS EXISTING TO REMAIN APPROX DIMENSIONS TO DESCRIBE GENERAL DESIGN INTENT DIMENSIONS FOR BUILDER LAYOUT ELECTRIC METER GAS METER APPROX 10" 10" E G FOUNDATION LEGEND INDICATES TOP OF SLAB ELEVATION INDICATES STEP IN SLAB ELEVATION FLOOR PLAN NOTES # DESCRIPTION CUSTOM CASEWORK TO BE COORDINATED DURING CONSTRUCTION CONTINUE EXISTING WALL LINE AND FURR OUT AS NEEDED TO ENSURE WALL FINISHES ARE FLUSH - EXACT WALL LOCATION TO BE COORDINATED DURING CONSTRUCTION W/ OWNER STUD WALL TO BE FILLED WITH NEW INSULATION AGAINST ALL EXTERIOR WALLS UNO - COORDINATE W/ OWNER DURING CONSTRUCTION MAINTAIN WALL ALIGNMENT - COORDINATE DURING CONSTRUCTION ADJUST FLOOR HEIGHT AS NEEDED IN THE FIELD CASED OPENING TO BE COVERED WITH BARN DOOR HOLE FOR RAIN CHAIN AND FLOATING SLAB ADJUST ROUGH OPENING TO FIT NEW OPENING SIZE - CENTER NEW OPENING WITHIN EXISTING OPENING UNO - COORDINATE DURING CONSTRUCTION DECK TO BE REBUILT - REFERENCE STRUCTURAL DRAWINGS - COORDINATE DURING CONSTRUCTIO INFILL WALL AS NEEDED ALIGN ALL THREE D4 DOORS EXISTING OPENING TO BE EXPANDED - DOOR AND WINDOW TO BE MILLED TOGETHER - CONFIRM EXACT LOCATION W/ OWNER DURING CONSTRUCTION NO. 1 2 3 4 5 6 7 8 9 10 11 12 i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 N A L P R O O L F 3 0 1 A 7/7/2025 9:13:29 AM 2 A200 " 2 1 / " 1 4'-0" 1" / 12" " 0 - ' 4 1" / 12" " 2 1 / " 1 1" / 12" " 2 1 / " 1 ROOFING ASSEMBLY SHALL COMPLY WITH IRC SECTION R905.10.2 AND THE MANUFACTURER’S INSTALLATION REQUIREMENTS FOR SLOPES LESS THAN 3:12. CONTRACTOR SHALL VERIFY THAT THE SELECTED PANEL SYSTEM IS APPROVED FOR USE AT THIS SLOPE AND THAT ALL SEAM TREATMENTS, UNDERLAYMENTS, AND SEALANTS ARE INSTALLED PER MANUFACTURER SPECIFICATIONS. . P Y T G N A H R E V O " 0 - ' 4 GENERAL ROOF PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. ROOF ASSEMBLIES SHALL COMPLY WITH SECTION R905 OF THE 2021 IRC, INCLUDING MATERIALS, UNDERLAYMENT, AND INSTALLATION REQUIREMENTS. MATERIALS MUST MEET ASTM STANDARDS, AND UNDERLAYMENT INSTALLATION MUST ADHERE TO SECTION R905.1.1. DRIP EDGES AT EAVES AND GABLES SHALL BE INSTALLED AS PER SECTION R905.2.8.5. ICE AND WATER SHIELD SHALL BE INSTALLED AT EAVES AS REQUIRED BY SECTION R905.1.2 AND LOCAL CODE. FLASHING AND ROOF PENETRATIONS (E.G., VENTS, SKYLIGHTS) SHALL BE INSTALLED AND SEALED PER SECTION R903.2, USING CORROSION-RESISTANT MATERIALS SPECIFIED IN R903.2.1. SAFE ACCESS FOR ROOF MAINTENANCE SHALL BE PROVIDED IN COMPLIANCE WITH OSHA REGULATIONS AND SECTION R903.1. ENCLOSED ATTICS AND RAFTER SPACES MUST COMPLY WITH SECTION R806 OF THE 2021 IRC. ENSURE CROSS VENTILATION WITH A MINIMUM NET FREE VENTILATING AREA OF 1/150 OF THE SPACE AREA, OR 1/300 IF VENTILATION IS BALANCED PER SECTION R806.2. VENTILATION OPENINGS MUST BE PROTECTED AND NOT BLOCKED BY INSULATION, MAINTAINING A 1-INCH SPACE BETWEEN INSULATION AND ROOF SHEATHING PER SECTION R806.3. ROOF DECKING SHALL COMPLY WITH SECTION R803 AND BE FASTENED IN ACCORDANCE WITH TABLE R602.3(1) OR AS SPECIFIED IN THE STRUCTURAL DRAWINGS. GUTTERS AND DOWNSPOUTS MUST BE INSTALLED TO DIRECT ROOF DRAINAGE PER SECTION R801.3, DESIGNED TO MANAGE LOCAL RAINFALL EFFECTIVELY. PLUMBING VENT STACKS SHALL EXTEND ABOVE THE ROOF PER SECTION P3103.1. ALL WORK SHALL COMPLY WITH THE 2021 IRC AND ANY LOCAL AMENDMENTS. VERIFY LOCAL CODE REQUIREMENTS BEFORE PROCEEDING. ROOF ASSEMBLIES MUST MEET THE INSULATION REQUIREMENTS OF SECTION N1102, BASED ON CLIMATE ZONE. ROOFING MATERIALS MUST COMPLY WITH FIRE CLASSIFICATION REQUIREMENTS PER SECTION R902. INSTALL ROOFING MATERIALS ACCORDING TO MANUFACTURER'S INSTRUCTIONS TO ENSURE PROPER PERFORMANCE AND WARRANTY COMPLIANCE. THE CONTRACTOR MUST VERIFY ALL DIMENSIONS AND SITE CONDITIONS, REPORTING DISCREPANCIES TO THE ARCHITECT/ENGINEER BEFORE PROCEEDING. i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I 1 A201 1" / 12" 2 A201 NO. REVISION DATE " 2 1 / " 1 1" / 12" " 2 1 / " 1 WALL BELOW Building Designer CLC 1" / 12" ISSUE DATE 6/25/25 4'-0" " 2 1 / " 1 1 A200 " 0 - ' 4 EXISTING ROOF TO BE DEMOLISHED AND REFRAMED PER ROOF PLAN 2 ROOF PLAN 1/4" = 1'-0" N 1 DEMO ROOF PLAN 3/32" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt N A L P F O O R 4 0 1 A 7/7/2025 9:13:30 AM " 4 / 3 9 - ' 6 1 X O R P P A E D A R G T N E C A J D A G V A M O R F T H G E H G N D L I U B I I CUSTOM CURTAIN WALL BY OTHERS TO BE COORDINATED DURING CONSTRUCTION. 6'-11 1/2" W9-O T.O.P LVL 01 16'-8 1/4" " 2 - ' 2 T.O.D LVL 01 8'-5 1/4" AVG GRADE 575'-3 1/8" i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I 1 FRONT ELEVATION 3/8" = 1'-0" NO. REVISION DATE T.O.P LVL 01 16'-8 1/4" Building Designer CLC " 3 - ' 8 X O R P P A " 2 / 1 2 - ' 7 X O R P P A " 4 / 1 7 - ' 7 X O R P P A W18 W13 W12-T W12-T W12-T W12-T " 2 - ' 2 " 9 W4 W5 W5 W5 W6-T DR1 " 0 - ' 1 " 1 - ' 2 D1 T.O.D LVL 01 8'-5 1/4" T.O.P LL HIGH 7'-7 1/4" T.O.P LL LOW 7'-2 1/2" AVG GRADE 575'-3 1/8" T.O.S = 573.35' 0" ISSUE DATE 6/25/25 I S N O T A V E L E G N D L U B I I 2 REAR ELEVATION 3/8" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt 0 0 2 A 7/7/2025 9:13:47 AM " 4 / 3 9 - ' 6 1 X O R P P A E D A R G T N E C A J D A G V A M O R F T H G E H G N D L I U B I I " 4 / 3 9 - ' 6 1 X O R P P A " 4 / 3 9 - ' 6 1 X O R P P A E D A R G T N E C A J D A G V A M O R F T H G E H G N D L I U B I I E D A R G T N E C A J D A G V A M O R F T H G E H G N D L I U B I I W14 W16-T W17 W15-T DR1 CUSTOM CURTAIN WALL BY OTHERS TO BE COORDINATED DURING CONSTRUCTION. 7'-4 1/8" " 4 - ' 2 " 2 - ' 4 " 1 - ' 2 W7-T INFILL EXISTING ROUGH OPENING AS NEEDED EXISTING GUARDRAIL AND HANDRAIL TO REMAIN. VERIFY AND COORDINATE DURING CONSTRUCTION W8-O EARTH TO BE EXCAVATED TO ALLOW FOR EMERGENCY EGRESS CLEARANCE PER IRC T.O.P LVL 01 16'-8 1/4" T.O.D LVL 01 8'-5 1/4" T.O.P LL HIGH 7'-7 1/4" T.O.P LL LOW 7'-2 1/2" AVG GRADE 575'-3 1/8" T.O.S = 573.35' 0" i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I 1 LEFT ELEVATION 3/8" = 1'-0" NO. REVISION DATE W11-T " 2 - ' 4 W1-O W2-T EARTH TO BE EXCAVATED TO ALLOW FOR EMERGENCY EGRESS CLEARANCE PER IRC W9-O W3-O " 0 - ' 2 Building Designer CLC T.O.P LVL 01 16'-8 1/4" GUARDRAIL BY OTHERS. COORDINATE DURING CONSTRUCTION D8 " 6 - ' 3 ISSUE DATE 6/25/25 T.O.D LVL 01 8'-5 1/4" T.O.P LL HIGH 7'-7 1/4" T.O.P LL LOW 7'-2 1/2" AVG GRADE 575'-3 1/8" T.O.S = 573.35' 0" I S N O T A V E L E G N D L U B I I 2 RIGHT ELEVATION 3/8" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt 1 0 2 A 7/7/2025 9:14:06 AM T.O.P LVL 01 16'-8 1/4" T.O.D LVL 01 8'-5 1/4" T.O.P LL HIGH 7'-7 1/4" T.O.P LL LOW 7'-2 1/2" AVG GRADE 575'-3 1/8" T.O.S = 573.35' 0" 1 SECTION 1 3/8" = 1'-0" DR6 W15-T " 2 - ' 4 W14 " 4 - ' 2 W7-T " 2 / 1 1 1 - ' 4 " 8 - ' 3 E D O C S S E R G E R E P F F A 16 W8-O " 2 / 1 5 - ' 4 i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE T.O.P LVL 01 16'-8 1/4" Building Designer CLC W18 " 2 - ' 2 W4 " 4 / 1 5 - ' 2 D L E F N I I I T H G E H L L I S G N T S X E Y F R E V I I I T.O.D LVL 01 8'-5 1/4" T.O.P LL HIGH 7'-7 1/4" T.O.P LL LOW 7'-2 1/2" AVG GRADE 575'-3 1/8" T.O.S = 573.35' 0" ISSUE DATE 6/25/25 I S N O T C E S G N D L U B I I 2 SECTION 2 3/8" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt 0 2 3 A 7/7/2025 9:14:07 AM " 0 - ' 2 " 4 / 1 6 - ' 2 1 SECTION 3 3/8" = 1'-0" D L E F N I I I T H G E H L L I S G N T S X E Y F R E V I I I W9-O W3-O " 4 / 3 1 1 - ' 4 D L E F N I I I T H G E H L L I S G N T S X E Y F R E V I I I W11-T " 2 - ' 4 W2-T W1-O " 8 - ' 3 E D O C S S E R G E R E P F F A D8 D4 T.O.P LVL 01 16'-8 1/4" T.O.D LVL 01 8'-5 1/4" T.O.P LL HIGH 7'-7 1/4" T.O.P LL LOW 7'-2 1/2" AVG GRADE 575'-3 1/8" T.O.S = 573.35' 0" T.O.P LVL 01 16'-8 1/4" T.O.D LVL 01 8'-5 1/4" T.O.P LL HIGH 7'-7 1/4" T.O.P LL LOW 7'-2 1/2" AVG GRADE 575'-3 1/8" T.O.S = 573.35' 0" i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 I S N O T C E S G N D L U B I I 2 SECTION 4 3/8" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt 1 2 3 A 7/7/2025 9:14:08 AM 3'-0" 2'-3" 1'-6" 2'-6" 3'-0" " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 D1 D2 D3 D4 D5 2'-10" VERIFY DIMENSIONS IN FIELD PRIOR TO BID 2'-4" 2'-6" 2'-6" " 8 - ' 6 I I D B O T R O R P D L E F N I I I S N O S N E M D Y F R E V I I " 8 - ' 6 " 8 - ' 6 " 4 - ' 6 " 8 - ' 6 DR6 D6 " 4 ~ P E T S R E W O H S D7 D8 2'-8" 2'-0" 5'-8" 3'-0" " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 " 8 - ' 6 CO1 CO2 CO3 CO3 DOOR TYPES 1/4" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt GENERAL DOOR AND WINDOW NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL DOORS AND WINDOWS SHALL COMPLY WITH LOCAL BUILDING CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO FIRE RATING REQUIREMENTS, SAFETY GLAZING, AND EGRESS STANDARDS. DOORS AND WINDOWS SHALL BE INSTALLED PLUMB, LEVEL, AND SQUARE, AND SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. DIMENSIONS ON SCHEDULE ARE MEANT TO DESCRIBE THE NOMINAL SIZE OF THE WINDOW OR DOOR ELEMENTS. CONTRACTOR SHOULD ENSURE THAT ALL ROUGH OPENINGS ARE PREPARED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE, INCLUDING LOCKSETS, HINGES, AND HANDLES, SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SHALL BE SUITABLE FOR THE INTENDED USE OF THE DOOR OR WINDOW. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED AND CAULKED TO PROVIDE AN EFFECTIVE SEAL AGAINST AIR AND WATER INFILTRATION. ALL GLAZING SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF THE AMERICAN NATIONAL STANDARD FOR GLAZING MATERIALS USED IN BUILDINGS (ANSI Z97.1) AND THE INTERNATIONAL BUILDING CODE (IBC). OPERABLE WINDOWS SHALL BE EQUIPPED WITH SCREENS WHERE REQUIRED BY LOCAL CLIMATIC CONDITIONS OR BUILDING CODES. ALL DOORS AND WINDOWS SHALL BE PROVIDED WITH ADEQUATE FLASHING AND WATERPROOFING TO PREVENT MOISTURE INTRUSION INTO THE BUILDING ENVELOPE. 10. ALL DOORS AND WINDOWS SHALL BE SUBJECT TO OWNER'S APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION. OWNERS SHALL REVIEW AND CONFIRM COMPLIANCE WITH DESIGN REQUIREMENTS, MATERIAL SELECTIONS, AND FUNCTIONALITY PRIOR TO MANUFACTURING AND INSTALLATION. Mark T.O.S = 573.35' CO1 CO2 CO4 D1 D2 D3 D4 D5 DR6 T.O.D LVL 01 CO3 D4 D5 D6 D7 D8 D8 D9 DR6 1 1 1 1 1 1 5 1 1 2 5 1 2 2 1 1 1 1 COUNT WIDTH HEIGHT COMMENTS DOOR SCHEDULE 2'-8" 2'-0" 3'-0" 3'-0" 2'-3" 1'-6" 2'-6" 3'-0" 2'-10" 5'-8" 2'-6" 3'-0" 2'-4" 2'-6" 2'-6" 2'-6" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-8" 6'-4" 6'-8" 6'-8" 3'-4 3/8" 2'-10" 6'-10 3/4" 6'-8" CASED OPENING - COORDINATE BARN DOOR W/ OWNER DURING CONSTRUCTION CASED OPENING CASED OPENING TO GREAT ROOM AND ENTERTAINING SPACE TO BE MILLED TOGETHER W/ W6 - CENTER COMPLETE DOOR/WINDOW SET BETWEEN INTERIOR WALL FINISH - VERIFY W/ OWNER PRIOR TO BID WOOD FRAME DOOR W/ TEMPERED GLASS - VERIFY W/ OWNER PRIOR TO BID CASED OPENING - COORDINATE BARN DOOR W/ OWNER DURING CONSTRUCTION SHOWER DOOR - TEMPERED GLASS WOOD FRAME DOOR W/ TEMPERED GLASS WOOD FRAME DOOR W/ TEMPERED GLASS - TO BE MILLED TOGETHER W/ W10-T IN EXISTING OPENING - VERIFY DIMENIONS AND ROUGH OPENING SIZE PRIOR TO BID DOOR W/IN CUSTOM CURTAIN WALL BY OTHERS - VERIFY DIMENSIONS IN FIELD WOOD FRAME DOOR W/ TEMPERED GLASS - VERIFY W/ OWNER PRIOR TO BID DOOR TAG LEGEND = NEW CASED OPENING = NEW DOOR = DOOR TO BE REPLACED SIZE FOR SIZE IN SAME LOCATION - CONTRACTOR CO# D# DR# TO VERIFY SIZE PRIOR TO BID i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 S E L U D E H C S 0 0 6 A 7/7/2025 9:14:09 AM GENERAL DOOR AND WINDOW NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. ALL DOORS AND WINDOWS SHALL COMPLY WITH LOCAL BUILDING CODES AND REGULATIONS, INCLUDING BUT NOT LIMITED TO FIRE RATING REQUIREMENTS, SAFETY GLAZING, AND EGRESS STANDARDS. DOORS AND WINDOWS SHALL BE INSTALLED PLUMB, LEVEL, AND SQUARE, AND SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. DIMENSIONS ON SCHEDULE ARE MEANT TO DESCRIBE THE NOMINAL SIZE OF THE WINDOW OR DOOR ELEMENTS. CONTRACTOR SHOULD ENSURE THAT ALL ROUGH OPENINGS ARE PREPARED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. ALL HARDWARE, INCLUDING LOCKSETS, HINGES, AND HANDLES, SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND SHALL BE SUITABLE FOR THE INTENDED USE OF THE DOOR OR WINDOW. EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED AND CAULKED TO PROVIDE AN EFFECTIVE SEAL AGAINST AIR AND WATER INFILTRATION. ALL GLAZING SHALL BE INSTALLED ACCORDING TO THE LATEST EDITION OF THE AMERICAN NATIONAL STANDARD FOR GLAZING MATERIALS USED IN BUILDINGS (ANSI Z97.1) AND THE INTERNATIONAL BUILDING CODE (IBC). OPERABLE WINDOWS SHALL BE EQUIPPED WITH SCREENS WHERE REQUIRED BY LOCAL CLIMATIC CONDITIONS OR BUILDING CODES. ALL DOORS AND WINDOWS SHALL BE PROVIDED WITH ADEQUATE FLASHING AND WATERPROOFING TO PREVENT MOISTURE INTRUSION INTO THE BUILDING ENVELOPE. 10. ALL DOORS AND WINDOWS SHALL BE SUBJECT TO OWNER'S APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION. OWNERS SHALL REVIEW AND CONFIRM COMPLIANCE WITH DESIGN REQUIREMENTS, MATERIAL SELECTIONS, AND FUNCTIONALITY PRIOR TO MANUFACTURING AND INSTALLATION. 2'-8" W5 " 1 1 - ' 4 5'-8" W9-O Mark T.O.S = 573.35' W1-O W2-T W3-O W4 W5 W6-T W7-T W8-O T.O.D LVL 01 W9-O W10-T W11-T W12-T W13 W14 W15-T W16-T W17 W18 WIDTH HEIGHT COUNT COMMENTS Operation WINDOW SCHEDULE 6'-0" 1'-6" 4'-4" 2'-7" 2'-8" 6'-0" 1'-6" 4'-0" 5'-8" 1'-6" 3'-2" 3'-0" 5'-9" 4'-4" 3'-0" 2'-7" 2'-7" 5'-8" 3'-1 1/2" 2'-0" 4'-1" 4'-2" 4'-11" 6'-0" 2'-0" 3'-4" 5'-2" 6'-8" 3'-2" 6'-8" 5'-2" 5'-2" 3'-0" 5'-2" 5'-2" 5'-2" 1 1 1 1 3 1 1 1 2 1 1 4 1 1 1 1 1 1 OPERABLE OPERABLE OPERABLE OPERABLE OPERABLE EMERGENCY EGRESS TEMPERED GLASS OPERABLE EMERGENCY EGRESS TEMPERED GLASS - TO BE MILLED TOGETHER W/ D1 - CENTER COMPLETE DOOR/WINDOW SET BETWEEN INTERIOR WALL FINISH - VERIFY W/ OWNER PRIOR TO BID TEMPERED GLASS OPERABLE EMERGENCY EGRESS OPERABLE EMERGENCY EGRESS TEMPERED GLASS - TO BE MILLED TOGETHER W/ D8 IN EXISTING OPENING - VERIFY DIMENIONS AND ROUGH OPENING SIZE PRIOR TO BID TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS WINDOW TAG LEGEND = WINDOW TO BE REPLACED SIZE FOR SIZE IN SAME LOCATION - CONTRACTOR TO VERIFY SIZE PRIOR TO BID = NON-OPERABLE / NON-TEMPERED GLASS U.N.O = NON-OPERABLE / TEMPERED GLASS = OPERABLE / NON-TEMPERED GLASS WR# W# W#-T W#-O W#-TO = OPERABLE / TEMPERED GLASS D L E F N I I I T H G E H L L I S G N T S X E Y F R E V I I I 6'-0" 4'-4" 2'-7" 1'-6" " 0 - ' 2 " 2 / 1 1 - ' 3 " 1 - ' 4 " 2 - ' 4 I N O T C E S G N D L I U B E E S I I N O T C E S G N D L I U B E E S I I N O T C E S G N D L I U B E E S I I N O T C E S G N D L I U B E E S I W1-O W2-T W3-O W4 6'-0" 4'-0" 1'-6" " 0 - ' 2 " 4 - ' 3 D L E F N I I I T H G E H L L I S G N T S X E Y F R E V I I I I N O T C E S G N D L I U B E E S I " 2 - ' 5 I N O T A V E L E E E S W6 W7-T W8-O 1'-6" 3'-2" 3'-0" 5'-9" " 2 - ' 3 I N O T A V E L E E E S W10-T W11-T " 8 - ' 6 I N O T A V E L E E E S " 2 - ' 5 I N O T A V E L E E E S W12 W13 4'-4" 3'-0" 2'-7" 2'-7" 5'-8" " 0 - ' 3 I N O T A V E L E E E S " 2 - ' 5 I N O T A V E L E E E S " 2 - ' 5 I N O T A V E L E E E S " 2 - ' 5 I N O T A V E L E E E S W14 W15-T W16-T W17 W18 " 0 - ' 6 I N O T A V E L E E E S " 8 - ' 6 " 2 - ' 5 I N O T A V E L E E E S WINDOW TYPES 1/4" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 S E L U D E H C S 1 0 6 A 7/7/2025 9:14:09 AM i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 I I N O T D D A & L E D O M E R L A T N E D S E R I I 3D FRONT RIGHT VIEW 1 3D FRONT LEFT VIEW 2 NO. REVISION DATE Building Designer CLC ISSUE DATE 6/25/25 3D REAR LEFT VIEW 3 3D REAR RIGHT VIEW 4 G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Design Set.rvt 0 0 9 A 7/7/2025 9:14:21 AM I S W E V D 3 G N D L U B I I GENERAL STRUCTURAL NOTES GENERAL: DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE TYPICAL AND APPLY TO SIMILAR SITUATIONS ELSEWHERE EXCEPT AS OTHERWISE INDICATED. ADAPT REQUIREMENTS OF DETAILS, SECTIONS, PLANS, AND NOTES AT LOCATIONS WHERE CONDITIONS ARE SIMILAR. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL LOCATE ALL BURIED UTILITIES PRIOR TO EXCAVATION FOR BUILDING FOUNDATIONS. THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF POTENTIAL CONFLICTS BETWEEN FOUNDATIONS AND BURIED UTILITIES. CODE REQUIREMENTS: THE BUILDING STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE FOLLOWING CODES (REFERRED TO HEREAFTER AS "CODE"): INTERNATIONAL RESIDENTIAL CODE, 2021 EDITION ACI 318, 2019 EDITION, RE-APPROVED 2022 AWC NATIONAL DESIGN SPECIFICATION, 2018 EDITION AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 2016 EDITION FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. TEMPORARY CONDITIONS: THE STRUCTURAL INTEGRITY OF THE COMPLETED STRUCTURE DEPENDS ON INTERACTION OF VARIOUS CONNECTED COMPONENTS. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO SAFELY COMPLETE THE WORK. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER FINAL CONFIGURATION ONLY. EXISTING CONDITIONS: ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY SIGNIFICANT DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS. EXISTING STRUCTURE: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. EXERCISE EXTREME CARE AND CAUTION WHEN EXCAVATING AND FILLING ADJACENT TO EXISTING STRUCTURES. UNDER NO CIRCUMSTANCES SHALL THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURES BE IMPAIRED IN ANY WAY BY CONSTRUCTION OPERATIONS AND PROCEDURES. DO NOT EXCAVATE OR DISTURB SOIL ADJACENT TO OR BENEATH EXISTING FOOTINGS. DESIGN CRITERIA: DESIGN WAS BASED ON STRENGTH AND DEFLECTION CRITERIA OF THE CODES REFERENCED ABOVE. THE FOLLOWING ALLOWBLE LOADS WERE USED FOR DESIGN: TOTAL DEAD LOADS (INCLUDING SELF-WEIGHT OF STRUCTURE): FLOOR CEILING ROOF 20 PSF 7 PSF 8 PSF LIVE LOADS: ROOF 20 PSF LL 40 PSF LL FLOOR 40 PSF LL DECK 40 PSF LL STAIRS WIND SPEED: 108 MPH EXPOSURE IMPORTANCE FACTOR 1.0 INTERNAL PRESSURE COEFF PER CHAPTER 26 ASCE 7-16 B CATEGORY II +/-0.18 ENCLOSED (PROTECTED OPENINGS) SEISMIC DESIGN DATA: SEISMIC IMPORTANCE FACTOR: OCCUPANCY CATEGORY: MAPPED SPECTRAL RESPONSE ACCELERATIONS: I = 1.0 CATEGORY II SITE CLASS: SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS SS = 0.053 S1 = 0.031 SDS = 0.056 SD1 = 0.049 SEISMIC DESIGN CATEGORY: BASIC SEISMIC FORCE RESISTING SYSTEM: ORDINARY REINFORCED MASONRY SHEAR WALLS R = 2.0 RESPONSE MODIFICATION FACTOR: CS = 0.010 SEISMIC RESPONSE COEFFICIENT: V = 6.5 KIP DESIGN BASE SHEAR: EQUIVALENT LATERAL FORCE PROCEDURE ANALYSIS PROCEDURE: CATEGORY A NOTE: REMODEL DOES NOT INCREASE LATERAL LOADS OR DECREASE LATERAL LOAD-CARRYING CAPACITY SUBMITTALS: SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER OR RECORD PRIOR TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS INCLUDING THE FOLLOWING: CONCRETE MIX DESIGNS, STRUCTURAL STEEL. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF TEXAS. ANY CHANGES TO THE STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND ENGINEER AND ARE SUBJECT TO THEIR REVIEW FOR ACCEPTANCE. DESIGN DRAWINGS, SHOP DRAWINGS, AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS, INCLUDING: RAILINGS, OVERBUILT ROOF FRAMING, WINDOW WALL AND ALL OTHER GLAZING SYSTEMS, SHALL BEAR THE SEAL AND SIGNATURE OF A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF TEXAS, AND SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO FABRICATION. CALCULATIONS SHALL BE INCLUDED FOR ALL CONNECTIONS TO THE STRUCTURE, CONSIDERING LOCALIZED EFFECTS ON THE STRUCTURAL ELEMENTS INDUCED BY THE CONNECTION LOADS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. CONTRACTOR SHALL NOT BE RELIEVED FROM RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DRAWINGS OR MIX DESIGNS BY THE ENGINEER’S REVIEW. FOUNDATIONS: A GEOTECHNICAL REPORT HAS NOT BEEN PREPARED FOR THIS SITE. THE CONTRACTOR, THROUGH THE CLIENT IS RESPONSIBLE FOR OBTAINING A GEOTECHNICAL REPORT TO CONFIRM DESIGN ASSUMPTIONS. FOUNDATIONS ARE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 1,500 PSF ON COMPACTED FILL. THE ENGINEER ASSUMES NO LIABILITY FOR THESE DESIGN ASSUMPTIONS OR FOR ANY FOUNDATION REDESIGN NECESSITATED BY DIFFERING SOIL CONDITIONS. BEFORE CONSTRUCTION COMMENCES, SOIL BEARING CAPACITY SHALL BE VERIFIED BY A SUBSURFACE INVESTIGATION, AS WELL AS FIELD AND LABORATORY TESTS PERFORMED BY A CERTIFIED TESTING LABORATORY, WHOSE REPORT SHALL INCLUDE ANALYSIS AND RECOMMENDATIONS FOR SITE PREPARATION IN ORDER TO BEAR THE FOUNDATION LOADS. ABOVE REPORT SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW BEFORE FOUNDATION CONSTRUCTION BEGINS. CONCRETE: REINFORCED CONCRETE CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE AND ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE". CONCRETE STRENGTHS SHALL BE VERIFIED BY STANDARD 28-DAY CYLINDER TESTS PER ASTM C39, AND SHALL BE AS FOLLOWS: F’c W/C MIN CEMENT MAX AGGREGATE SIZE 3000 PSI 0.58 470 LBS 3/4" SLABS GRADE BEAMS 3000 PSI 0.58 470 LBS 1" 1" FOOTINGS 3000 PSI 0.58 470 LBS SLUMP 4” (+/-) 1” 4” (+/-) 1” 4” (+/-) 1” WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE SHOULD BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1. FLY ASH CONFORMING TO ASTM C618, TYPE F OR TYPE C, MAY BE USED TO REPLACE UP TO 20% OF THE CEMENT CONTENT, PROVIDED THAT THE MIX STRENGTH IS SUBSTANTIATED BY TEST DATA. COARSE AGGREGATE SHALL CONFORM TO ASTM C33 WITH A MAXIMUM SIZE OF AS SHOWN IN THE SCHEDULE. FINE AGGREGATE SHALL BE CLEAN, DURABLE, NATURAL SAND CONFORMING TO ASTM C33. A WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, USED IN STRICT ACCORDANCE WITH THE MANUFACTURER’S RECOMMENDATIONS, SHALL BE INCORPORATED IN CONCRETE DESIGN MIXES. A HIGH-RANGE WATER-REDUCING ADMIXTURE CONFORMING TO ASTM C494, TYPE F OR G, MAY BE USED IN CONCRETE MIXES, PROVIDING THAT THE SLUMP DOES NOT EXCEED 8”. SLEEVES, OPENINGS, CONDUIT, AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER BEFORE POURING. NO SLEEVE, OPENING, OR INSERT MAY BE PLACED IN BEAMS, JOISTS, OR COLUMNS UNLESS APPROVED BY THE ENGINEER. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THAN ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED CLOSER THAN THREE DIAMETERS ON CENTER. PROVIDE 3/4” CHAMFERS ON ALL EXPOSED CONCRETE EDGES, UNLESS NOTED OTHERWISE. WHERE INDICATED OR REQUIRED, SLOPE CONCRETE SLABS TO DRAINS SHOWN ON PLUMBING AND/OR ARCHITECTURAL DRAWINGS. ALL CONCRETE SHALL BE CURED IMMEDIATELY AFTER FINISHING OPERATIONS. G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Structural Set.rvt a 3e 2n 3r 3r 2n 3e a a a 2e 1 2r 2r 1 2e GABLE ROOFS a 3e 2n 3r 3r 2n 3e a a a a 3 a 2e 1 2r 2r 2r 2r 3 a ZONE CHARTS a = 4'-0" a 2e a 1 2r 2r 1 2e a HIP ROOFS a 3 2e a 3 a 2r 2r 1 2r 2r 5 a θ 4 5 h a 4 5 5 a a WALLS COMPONENTS AND CLADDING WIND PRESSURE EXPOSURE B (ASD) (PSF) - 0°< θ < 7° TRIBUTARY AREA 50 FT2 20 FT2 10 FT2 ZONE 100 FT2 F O O R L L A W R O T A L F E L B A G INTERIOR CORNER NOTES: 1 2 3 4 5 5.3 / -20.8 5.0 / -19.4 4.5 / -17.6 4.2 / -16.2 5.3 / -27.4 5.0 / -25.7 4.5 / -23.3 4.2 / -21.6 5.3 / -37.4 5.0 / -33.8 4.5 / -29.0 4.2 / -25.5 13.1 / -14.2 12.5/ -13.6 11.7 / -12.8 11.1 / -12.2 13.1 / -17.5 12.5/ -16.3 11.7 / -14.7 11.1 / -13.6 1. 2. 3. 4. CHART PRESSURES ARE FROM IRC TABLE R301.2.1(1) CHART IS FOR AN ULTIMATE DESIGN WIND SPEED OF 110.0 MPH AND A MEAN ROOF HEIGHT OF 30'-0". PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES. ALL WIND PRESSURE VALUES ARE CONSIDERED ALLOWABLE VALUES. MULTIPLY VALUES BY 1.67 FOR ULTIMATE PRESSURES. SHEET LIST - STRUCTURAL SHEET # S1 S2 S3 S4 S5 S6 S7 SHEET NAME GENERAL NOTES FOUNDATION LOWER LEVEL CEILING / LEVEL 1 FLOOR FRAMING LEVEL 1 CEILING FRAMING ROOF FRAMING FOUNDATION DETAILS FRAMING DETAILS REINFORCING STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, FOR DEFORMED BAR AND ASTM A185 FOR SMOOTH WELDED WIRE FABRIC (WWF), UNLESS OTHERWISE NOTED. REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 ANNEALED IRON WIRE. ALL DETAILING AND ACCESSORIES SHALL CONFORM TO ACI DETAILING MANUAL SP-66. PROVIDE CHAIRS, SPACERS, BOLSTERS, AND ITEMS IN CONTACT WITH FORMS WITH HOT-DIP GALVANIZED LEGS OR PLASTIC LEGS. ACCURATELY POSITION, SUPPORT, AND SECURE REINFORCEMENT AGAINST DISPLACEMENT BY FORMWORK CONSTRUCTION OR CONCRETE PLACEMENT OPERATIONS. "WET-STICKING" OF REINFORCING IS PROHIBITED. REQUIRED CLEAR CONCRETE COVER FOR REINFORCING STEEL (UNLESS NOTED OTHERWISE): SLABS GRADE BEAMS, FOOTINGS 3/4” 3” BOTTOM AND SIDES, 2” TOP LAP SPLICE CONTINUOUS VERTICAL OR HORIZONTAL BARS IN CONCRETE MEMBERS IN ACCORDANCE WITH CODE, FOR CLASS "B" TENSION LAP SPLICES. AT SLAB OPENINGS PROVIDE A MINIMUM OF (2) #5 BARS ALL FOUR SIDES DIAGONALLY AT CORNERS; EXTEND THESE BARS A LAP DISTANCE OR A MINIMUM OF 24” PAST THE OPENING OR HOOK BARS IF DISCONTINUOUS. CONCRETE FLOOR SLABS SHALL HAVE A VAPOR BARRIER CONSISTING OF MINIMUM 6-MIL POLYETHYLENE WITH JOINTS LAPPED NOT LESS THAN 6" PLACED BETWEEN THE PREPARED SUBGRADE AND THE CONCRETE FLOOR SLAB. SAWN LUMBER: SAWN LUMBER SHALL BE SOUTHERN PINE #2 WITH THE ALLOWABLE FIBER STRESSES PER CODE. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PROTECTED OR PRESSURE TREATED IN ACCORDANCE WITH AITC-109. ALL FRAMING NAILS SHALL BE COMMON NAILS AND SHALL BE OF THE SIZE AND NUMBER INDICATED ON THE DRAWINGS. NAILING NOT SHOWN SHALL BE AS PRESCRIBED BY THE STANDARDS SET BY THE CODE. BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME STANDARD B18.1. ALL BOLTS AND LAG SCREWS SHALL BE INSTALLED WITH STANDARD CUT WASHERS. BLOCKING OR OTHER MEANS TO BE PROVIDED TO TRANSFER LATERAL FORCES FROM DIAPHRAGM TO BEAMS PLYWOOD: PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF “U.S. PRODUCT STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD” OR APA PRP-108 PERFORMANCE STANDARDS. UNLESS OTHERWISE NOTED, PANELS SHALL BE APA RATED SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOWN ON THE DRAWINGS. PLYWOOD INSTALLATION SHALL BE IN CONFORMANCE WITH APA RECOMMENDATIONS. ALLOW 1/8” SPACING AT PANEL EDGES, UNLESS OTHERWISE RECOMMENDED BY THE PANEL MANUFACTURER. GLU-LAM: GLU-LAM BEAMS SHALL BE 24F-V4, ARCHITECTURAL FINISH, TREATED FOR EXTERIOR EXPOSURE. WOOD FRAMING CONNECTORS: FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON COMPANY (OR APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS. HANGERS NOT SHOWN SHALL BE SIMPSON LU OF SIZE RECOMMENDED FOR MEMBER. ALL CONNECTORS SHALL BE GALVANIZED. UNLESS SHOWN OTHERWISE, INSTALL MAXIMUM SIZE AND NUMBER OF FASTENERS SHOWN IN LATEST SIMPSON CATALOG. STRUCTURAL STEEL: STRUCTURAL STEEL SHALL CONFORM TO ASTM A992, GRADE 50. PLATES AND ANGLES SHALL CONFORM TO ASTM A36. TUBES SHALL CONFORM TO ASTM A500, GRADE B (Fy= 46KSI). PIPES SHALL CONFORM TO ASTM A53 GRADE B. DESIGN, FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH CODE. BOLTS SHALL CONFORM TO THE ASTM SPECIFICATION FOR A325 OR A490, HIGH STRENGTH BOLTS. WELDING SHALL CONFORM TO THE AWS CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION. WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16” MINIMUM UNLESS OTHERWISE NOTED. WELDING SHALL BE BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE TO BE USED, UNLESS AWS QUALIFICATION IS SUBMITTED TO THE ENGINEER PRIOR TO FABRICATION. ALL STEEL USED IN EXTERIOR APPLICATIONS IS REQUIRED TO BE WEATHER PROOFED, EITHER BY PAINTING OR GALVANIZATION. STEEL TO RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS. ALL BOLTED CONNECTIONS SHALL CONSIST OF MINIMUM 3/4 INCH DIAMETER ASTM A325 HIGH STRENGTH BOLTS. BEAM CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR FOR THE REACTIONS SHOWN ON THE PLANS. IF NOT SHOWN, THE FABRICATOR SHALL DESIGN THE BEAM CONNECTIONS TO SUPPORT AN END REACTION OF 1/2 THE ALLOWABLE UNIFORM LOAD CAPACITY WITH A MINIMUM OF 2 BOLTS. RAILINGS: RAILING SYSTEM AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODE. THE CONFIGURATION OF THE RAILING SYSTEM SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. PRIOR TO CONSTRUCTION, SUBMIT COMPLETE SHOP DRAWINGS AND CALCULATIONS, SIGNED AND SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF TEXAS, SUBSTANTIATING ALL STRENGTH AND SERVICEABILITY CRITERIA. THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWINGS, AND THEY SHALL SHOW AND SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE STEEL RAILING SYSTEM. CONCRETE MASONRY UNITS (CMU): CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE (ACI) 530. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C 90 AND SHALL BE MADE WITH LIGHTWEIGHT AGGREGATE. MINIMUM NET AREA COMPRESSIVE STRENGTH OF MASONRY UNITS SHALL BE 1,900 PSI AT 28 DAYS. ALL EXISTING CELLS IMMEDIATELY BELOW NEW POSTS OR COLUMNS ARE TO BE GROUTED FULL HEIGHT, DAMAGING THE EXISTING UNITS AS LITTLE AS POSSIBLE. MORTAR SHALL BE TYPE M OR S AND SHALL COMPLY WITH ASTM C270, PROPORTIONS OR PROPERTIES SPECIFICATION. GROUT SHALL COMPLY WITH ASTM C 476 PROPERTIES SPECIFICATION, OR SHALL BE PROPORTIONED TO OBTAIN A DOCUMENTED 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI. ALL BOND BEAMS, REINFORCED CELLS AND CELLS WITH EXPANSION BOLTS, EMBED PLATES OR OTHER ANCHORS AND ALL CELLS BELOW GRADE SHALL BE GROUTED SOLID. GROUT PROCEDURE SHALL COMPLY WITH ACI 530.1. 8. PROVIDE REINFORCING BARS OF THE GIVEN SIZE AND SPACING SHOWN. PROVIDE STANDARD 9 GAGE LADDER TYPE HORIZONTAL JOINT REINFORCING IN CMU WALLS AT 16 INCHES ON CENTER AND IN TWO JOINTS IMMEDIATELY ABOVE AND BELOW ALL OPENINGS, EXTENDING A MINIMUM OF 2 FEET BEYOND THE JAMB ON EACH SIDE OF THE OPENING, EXCEPT AT CONTROL JOINTS. i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 L E D O M E R L A T N E D S E R I I NO. REVISION DATE NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. Susan E Scott, P.E. Texas Licensed Professional Engineer Firm# 19296 ISSUE DATE: 07/02/2025 S E T O N L A R E N E G 1 S 7/2/2025 8:52:18 AM 07/02/2025 VERIFY/COORDINATE EDGE OF SLAB DETAILS AT EXTERIOR DOORS WITH ARCHITECTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR SLOPES, DROPS, AND DRAIN LOCATIONS IN FLOOR SLABS. VERIFY/COORDINATE SILL HEIGHTS AND DETAILS OF WALL OPENINGS WITH ARCHITECTURAL DRAWINGS. INDICATES TOP OF SLAB ELEVATION. INDICATES STEP IN SLAB ELEVATION. VERIFY/COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS BEFORE COMMENCING CONSTRUCTION. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DIMENSIONAL INFORMATION. GENERAL CONTRACTOR: DO NOT SCALE DRAWINGS. COORDINATE DIMENSIONS BETWEEN STRUCTURAL AND ARCHITECTURAL DRAWINGS. NOTIFY STRUCTURAL ENGINEER AND ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. LOCATE BEAMS UNDER LOADBEARING OR SHEAR WALLS WHERE SHOWN ON PLAN. ALIGN INTERIOR BEAMS WITH EXTERIOR BEAMS AT REENTRANT CORNERS STUD SCHEDULE LEVEL EXTERIOR INTERIOR LOADBEARING OPENING < 6' 6' < OPENING < 10' UPPER 2X4 @ 16" O.C. 2X4 @ 16" O.C. LOWER 2X8 @ 16" O.C. 2X4 @ 16" O.C. 2X4 (2) KING, (1) JACK 2X8 (1) KING, (1) JACK 2X4 (3) KING, (1) JACK 2X8 (2) KING, (1) JACK 1. 2. 3. ALL STUDS TO BE #2 SOUTHERN YELLOW PINE OR BETTER. CONNECT NON-SHEAR WALLS TO FOUNDATION WITH SIMPSON PDPAWL-287 ANCHOR @ 32" O.C. MAX, TYP. U.N.O. OR 1/2"Ø X 7" EMBED ANCHOR RODS @ 48" O.C. NON-LOAD BEARING WALLS TO BE 2X STUDS @ 16" OC MAXIMUM. i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 L E D O M E R L A T N E D S E R I I EXISTING CONCRETE FOUNDATION TO REMAIN # 3 FULL CRZ ⌀ 40' # 3 1/2 CRZ ⌀ 20' # 3 1/4 CRZ ⌀ 10.0' # 1 FULL CRZ ⌀ 38' 1 FOUNDATION PLAN 1/4" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Structural Set.rvt FRAMING LEGEND 2X LOADBEARING WALL (SEE STUD WALL SCHEDULE) 2X NON-LOADBEARING WALL (2X4 @ 16" O.C.) NO. REVISION DATE POST/COLUMN EXISTING CMU WALL TO REMAIN NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. Susan E Scott, P.E. Texas Licensed Professional Engineer Firm# 19296 ISSUE DATE: 07/02/2025 I N O T A D N U O F 2 S 7/2/2025 8:52:18 AM 07/02/2025 2 S7 4 S7 EB (4) 1.75X7.25 (2) 2X10 (2) 2X12 (2) 2X12 SHINGLE (ROOF) METAL (ROOF) TILE (ROOF) FLOOR PORCH CEILINGS WALLS STRUCTURAL SHEATHING REQUIREMENTS TYPE SHEATHING 5/8" OSB/PLY 5/8" OSB/PLY ZONE 1 ZONE 2 ZONE 3 NAIL EDGE/FIELD NAIL EDGE/FIELD NAIL EDGE/FIELD 8d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 5/8" PLY 10d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 3/4" T&G OSB/PLY 3/8" OSB/PLY 7/16"(MIN) OSB/PLY 10d OR 8d R.S. 8d GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c. EDGES: 3" o.c; FIELD: 6" o.c. SEE SHEAR WALL LEGEND, USE SW-1 WHERE NO SHEAR WALL IS SPECIFIED i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 L E D O M E R L A T N E D S E R I I 1. 2. 3. 4. 5. 6. 7. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 7/16" = .437" THICKNESS - 24/16 SPAN RATING 15/32" = .469" THICKNESS - 32/16 SPAN RATING 19/32" = .594" THICKNESS - 40/20 SPAN RATING 23/32" = .719" THICKNESS - 48/24 SPAN RATING ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO THE ROOF SUPPORTS. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN ACCORDANCE w/ THE REQUIRED GOVERNING PRODUCT APPROVAL. ALL NAILS SHALL BE RING SHANK NAILS U.N.O. ROOF SHEATHING SHALL BE 5/8" PLYWOOD BLOCKED OR WITH EDGES SUPPORTED BY PLYCLIPS. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. FASTENER LEGEND NAIL DIAMETER 8d COMMON 8d RINGSHANK 10d x 1 1/2" 10d COMMON 10d RINGSHANK 12d COMMON 16d COMMON 0.131" 0.113" 0.148" 0.148" 0.120" 0.148" 0.162" 1. 2. 3. 2 1/2" 2 3/8" 1 1/2" 3" 2 7/8" 3 1/4" 3 1/2" ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE NOTED ON THE PLANS. INSTALL 10d NAILS IF NOT OTHERWISE NOTED ON THE PLANS. INSTALL THE APPROPRIATE FASTENERS FOR PRESSURE TREATED LUMBER. SEE NOTES ON SHEET S1. 3 S7 5 S7 0 1 X 2 ) 2 ( 2 S7 (2) 2 X 4 (3) 2 X 4 (2) 2 X 4 (2) 2 X 4 (2) 2 X 4 (2) 2 X 4 ( 5 ) 2 X 8 3 S7 2X10 @ 16" O.C. MATCH EXISTING CONNECTIONS, TYP. (5) 2X6 (5) 2X6 (5) 2X6 (5) 2X6 (2) 2 X 4 (3) 2 X 4 6 X 2 ) 5 ( (2) 2 X 4 (3) 2 X 4 (3) 2 X 4 2 S7 # 3 FULL CRZ ⌀ 40' NOTE: ALL EXISTING FRAMING IS CONJECTURAL. EXISTING FRAMING TO BE VERIFIED BY ENGINEER OF RECORD ONCE DEMOLITION COMMENCES. 3 S7 2 S6 # 3 1/2 CRZ ⌀ 20' # 3 1/4 CRZ ⌀ 10.0' (2) 2 X 4 6 X 6 3/S 6 2 S6 2 S7 STUD SCHEDULE NO. REVISION DATE LEVEL EXTERIOR INTERIOR LOADBEARING OPENING < 6' 6' < OPENING < 10' UPPER 2X4 @ 16" O.C. 2X4 @ 16" O.C. LOWER 2X8 @ 16" O.C. 2X4 @ 16" O.C. 2X4 (2) KING, (1) JACK 2X8 (1) KING, (1) JACK 2X4 (3) KING, (1) JACK 2X8 (2) KING, (1) JACK 1. 2. 3. ALL STUDS TO BE #2 SOUTHERN YELLOW PINE OR BETTER. CONNECT NON-SHEAR WALLS TO FOUNDATION WITH SIMPSON PDPAWL-287 ANCHOR @ 32" O.C. MAX, TYP. U.N.O. OR 1/2"Ø X 7" EMBED ANCHOR RODS @ 48" O.C. NON-LOAD BEARING WALLS TO BE 2X STUDS @ 16" OC MAXIMUM. FLOOR FRAMING LEGEND 2X LOADBEARING WALL (SEE STUD WALL SCHEDULE) 2X NON-LOADBEARING WALL (2X4 @ 16" O.C.) NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. POST/COLUMN ABOVE POST/COLUMN BELOW STRUCTURAL FLOOR JOIST STRUCTURAL HEADER OR BEAM EXISTING CMU WALL TO REMAIN EXISTING CMU LINTEL TO REMAIN EXISTING JOIST TO REMAIN Susan E Scott, P.E. Texas Licensed Professional Engineer Firm# 19296 ISSUE DATE: 07/02/2025 EXISTING BEAM OR HEADER TO REMAIN / I I G N L E C L E V E L R E W O L I G N M A R F R O O L F 1 L E V E L 1 LEVEL 2 FLOOR FRAMING PLAN 1/4" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Structural Set.rvt 3 S 7/2/2025 8:52:18 AM 07/02/2025 STRUCTURAL SHEATHING REQUIREMENTS TYPE SHEATHING 5/8" OSB/PLY 5/8" OSB/PLY ZONE 1 ZONE 2 ZONE 3 NAIL EDGE/FIELD NAIL EDGE/FIELD NAIL EDGE/FIELD 8d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 5/8" PLY 10d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 3/4" T&G OSB/PLY 3/8" OSB/PLY 7/16"(MIN) OSB/PLY 10d OR 8d R.S. 8d GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c. EDGES: 3" o.c; FIELD: 6" o.c. SEE SHEAR WALL LEGEND, USE SW-1 WHERE NO SHEAR WALL IS SPECIFIED SHINGLE (ROOF) METAL (ROOF) TILE (ROOF) FLOOR PORCH CEILINGS WALLS 1. 2. 3. 4. 5. 6. 7. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 7/16" = .437" THICKNESS - 24/16 SPAN RATING 15/32" = .469" THICKNESS - 32/16 SPAN RATING 19/32" = .594" THICKNESS - 40/20 SPAN RATING 23/32" = .719" THICKNESS - 48/24 SPAN RATING ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO THE ROOF SUPPORTS. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN ACCORDANCE w/ THE REQUIRED GOVERNING PRODUCT APPROVAL. ALL NAILS SHALL BE RING SHANK NAILS U.N.O. ROOF SHEATHING SHALL BE 5/8" PLYWOOD BLOCKED OR WITH EDGES SUPPORTED BY PLYCLIPS. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. FASTENER LEGEND NAIL DIAMETER 8d COMMON 8d RINGSHANK 10d x 1 1/2" 10d COMMON 10d RINGSHANK 12d COMMON 16d COMMON 0.131" 0.113" 0.148" 0.148" 0.120" 0.148" 0.162" 1. 2. 3. 2 1/2" 2 3/8" 1 1/2" 3" 2 7/8" 3 1/4" 3 1/2" ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE NOTED ON THE PLANS. INSTALL 10d NAILS IF NOT OTHERWISE NOTED ON THE PLANS. INSTALL THE APPROPRIATE FASTENERS FOR PRESSURE TREATED LUMBER. SEE NOTES ON SHEET S1. i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 L E D O M E R L A T N E D S E R I I (2) 2X6 6 X 2 ) 2 ( SIM 7 S7 EB (2) 1.75X14 5 2 . 1 1 X 5 7 . 1 ) 2 ( B E 7 S7 EB (2) 1.75X14 SIMPSON LUS210-2 HANGER 6 X 2 ) 2 ( 6 X 2 ) 2 ( 6 X 2 ) 2 ( 6 X 2 ) 2 ( 6 X 2 ) 2 ( SIM 7 S7 SIMPSON HHUS410 HANGER SIMPSON HHUS410 HANGER 5 2 . 1 1 X 5 7 . 1 ) 3 ( B E 6 X 2 ) 2 ( 7 S7 SIMPSON HHUS410 HANGER (2) 2X6 (2) 2X6 (2) 2X6 NOTE: ALL EXISTING FRAMING IS CONJECTURAL. EXISTING FRAMING TO BE VERIFIED BY ENGINEER OF RECORD ONCE DEMOLITION COMMENCES. 1 LEVEL 2 CEILING FRAMING PLAN 1/4" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Structural Set.rvt SIMPSON HHUS410 HANGER 6 X 2 ) 2 ( (2) 2X6 6 X 2 ) 2 ( (2) 2X6 (2) 2X6 (2) 2X6 (2) 2X6 6 X 2 ) 2 ( (2) 2X6 7 S7 EB (2) 1.75X11.25 EB (2) 1.75X14 8 X 2 ) 2 ( (2) 2X6 . . C O " 6 1 @ 6 X 2 GLU-LAM 3.5X11.25 8 X 2 ) 2 ( 8 S7 6 X 2 ) 2 ( 6 X 2 ) 2 ( (2) 2X6 STUD SCHEDULE NO. REVISION DATE LEVEL EXTERIOR INTERIOR LOADBEARING OPENING < 6' 6' < OPENING < 10' UPPER 2X8 @ 16" O.C. 2X4 @ 16" O.C. LOWER 2X4 @ 16" O.C. 2X4 @ 16" O.C. 2X8 (1) KING, (1) JACK 2X4 (1) KING, (1) JACK 2X8 (1) KING, (1) JACK 2X4 (2) KING, (1) JACK 1. 2. 3. ALL STUDS TO BE #2 SOUTHERN YELLOW PINE OR BETTER. CONNECT NON-SHEAR WALLS TO FOUNDATION WITH SIMPSON PDPAWL-287 ANCHOR @ 32" O.C. MAX, TYP. U.N.O. OR 1/2"Ø X 7" EMBED ANCHOR RODS @ 48" O.C. NON-LOAD BEARING WALLS TO BE 2X STUDS @ 16" OC MAXIMUM. CEILING FRAMING LEGEND 2X LOADBEARING WALL (SEE STUD WALL SCHEDULE) 2X NON-LOADBEARING WALL (2X4 @ 16" O.C.) POST/COLUMN NEW 4" CMU WALL, REINF. WITH #4 @ 16" O.C. STRUCTURAL CEILING JOIST STRUCTURAL HEADER OR BEAM, PROVIDE (2) 2X6 U.N.O. EXISTING CMU WALL TO REMAIN EXISTING CMU LINTEL TO REMAIN EXISTING JOIST TO REMAIN EXISTING BEAM OR HEADER TO REMAIN ENGINEERED BEAMS EB (2) __X__ (__) NO. OF PLIES WIDTH OF PLY PLY CONNECTION DEPTH OF BEAM 1. 2. 3. 4. 5. 6. ENGINEERED BEAMS ARE TO BE LVL OR GLU-LAM BEAMS. BEAMS EXPOSED TO WEATHER MUST EITHER BE GLU-LAMS OR BE WRAPPED FOR PROTECTION LVL BEAMS SHALL BE LAMINATED VENEER LUMBER AS MANUFACTURED BY WEYERHAEUSER (MICROLLAM) OR BOISE CASCADE (VERSALAM) OR ENGINEER APPROVED SUBSTITUTION WITH Fb > 2,600 PSI, E > 1,900,000 PSI, Fv > 285 PSI, FC (PARALLEL) > 2500 PSI, FC (PERPENDICULAR) > 750 PSI. SINGLE-PLY BEAMS MAY BE SUBSTITUTED FOR DOUBLE-PLY BEAMS, PROVIDED THE TOTAL THICKNESS IS EQUAL OR GREATER THAN THAT SPECIFIED ON THE PLAN. CONNECT PLIES OF TWO-PLY MEMBERS WITH 2 ROWS OF 12D NAILS AT 12" O.C., MINIMUM, U.N.O. IN BEAM DESIGNATION. (REF. SCHEDULE BELOW.) TWO-PLY MEMBERS WITH BEAMS FRAMING INTO THE SIDE SHALL HAVE THE PLIES CONNECTED WITH (8) 3.5" SDS SCREWS PER DETAIL . /12 S7 MARK FASTENERS ROWS SPACING A B C 12D NAILS 3.5" SDS SCREWS 3.5" SDS SCREWS 3 2 2 12" 24" 16" NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. Susan E Scott, P.E. Texas Licensed Professional Engineer Firm# 19296 ISSUE DATE: 07/02/2025 I I G N L E C 1 L E V E L I G N M A R F 4 S 7/2/2025 8:52:19 AM 07/02/2025 9 S7 11 S7 10 S7 S R E T F A R R E D N U K C A B G N O R T S W O L E B L L A W R O M A E B O T RAFTERS TO BE 2X6 @ 16" ON CENTER, ALIGNED WITH EXISTING CEILING JOISTS, TYPICAL, U.N.O. HIP AND VALLEY BEAMS WITH CANTILEVERS TO BE (2) 2X10, TYPICAL, U.N.O. 9 S7 2X6 CONT., TYP., U.N.O. 10 S7 STRONGBACK UNDER RAFTERS TO BEAM OR WALL BELOW 11 S7 9 S7 STRONGBACK UNDER RAFTERS TO BEAM OR WALL BELOW 10 S7 9 S7 W O L E B L L A W R O M A E B O T S R E T F A R R E D N U K C A B G N O R T S 10 S7 9 S7 . T N O C , 8 X 2 ) 2 ( 5.5 X 16 G L U-L A M (2) 2X8, CONT. 1 ROOF FRAMING PLAN 1/4" = 1'-0" G:\Shared drives\Okkem Team Drive\_PROJECTS\2___ACTIVE PROJECTS\Marcus Flores__1907 Kenwood Ave - Renovation\BIM\1907 Kenwood Ave - Renovation - Structural Set.rvt 9 S7 . . O N U . , . P Y T , . T N O C 6 X 2 STRUCTURAL SHEATHING REQUIREMENTS TYPE SHEATHING 5/8" OSB/PLY 5/8" OSB/PLY ZONE 1 ZONE 2 ZONE 3 NAIL EDGE/FIELD NAIL EDGE/FIELD NAIL EDGE/FIELD 8d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 5/8" PLY 10d R.S. 6"/12" o.c. 8d R.S. 6"/12" o.c. 8d R.S. 6"/6" o.c. 3/4" T&G OSB/PLY 3/8" OSB/PLY 7/16"(MIN) OSB/PLY 10d OR 8d R.S. 8d GLUED & NAILED - EDGES: 6" o.c; FIELD: 12" o.c. EDGES: 3" o.c; FIELD: 6" o.c. SEE SHEAR WALL LEGEND, USE SW-1 WHERE NO SHEAR WALL IS SPECIFIED SHINGLE (ROOF) METAL (ROOF) TILE (ROOF) FLOOR PORCH CEILINGS WALLS 1. 2. 3. 4. 5. 6. 7. ALL WOOD STRUCTURAL SHEATHING SHALL BE APA RATED, EXPOSURE 1. STRUCTURAL WOOD PANELS NOMINAL THICKNESS & SPAN RATINGS SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS: 7/16" = .437" THICKNESS - 24/16 SPAN RATING 15/32" = .469" THICKNESS - 32/16 SPAN RATING 19/32" = .594" THICKNESS - 40/20 SPAN RATING 23/32" = .719" THICKNESS - 48/24 SPAN RATING ALL ROOF SHEATHING SHALL BE INSTALLED WITH THE LONG DIMENSION PERPENDICULAR TO THE ROOF SUPPORTS. SHEATHING/SUBSTRATES & FASTENINGS FOR EACH ROOFING TYPE SHALL BE IN ACCORDANCE w/ THE REQUIRED GOVERNING PRODUCT APPROVAL. ALL NAILS SHALL BE RING SHANK NAILS U.N.O. ROOF SHEATHING SHALL BE 5/8" PLYWOOD BLOCKED OR WITH EDGES SUPPORTED BY PLYCLIPS. 2x BLOCKING SHALL BE USED IN ROOF ZONES 2 & 3 FOR ALL EDGE SHEATHING FASTENING. FASTENER LEGEND NAIL DIAMETER 8d COMMON 8d RINGSHANK 10d x 1 1/2" 10d COMMON 10d RINGSHANK 12d COMMON 16d COMMON 0.131" 0.113" 0.148" 0.148" 0.120" 0.148" 0.162" 1. 2. 3. 2 1/2" 2 3/8" 1 1/2" 3" 2 7/8" 3 1/4" 3 1/2" ALL NAILS SHALL BE COMMON NAILS UNLESS OTHERWISE NOTED ON THE PLANS. INSTALL 10d NAILS IF NOT OTHERWISE NOTED ON THE PLANS. INSTALL THE APPROPRIATE FASTENERS FOR PRESSURE TREATED LUMBER. SEE NOTES ON SHEET S1. i m o c . n g s e d m e k k o . w w w X T , n i t s u A | 2 2 2 9 . 4 9 8 . 2 1 5 4 0 7 8 7 X T , I N T S U A E V A D O O W N E K 7 0 9 1 L E D O M E R L A T N E D S E R I I ROOF FRAMING LEGEND BEARING WALL BELOW (SEE SHEET S4) NO. REVISION DATE NEW POST/COLUMN BELOW NEW STRUCTURAL BEAM NEW STRUCTURAL RAFTER HEADER BELOW NEW CEILING GIRDER BELOW EXISTING CMU WALL BELOW TO REMAIN EXISTING CMU LINTEL BELOW TO REMAIN EXISTING STRUCTURAL BEAM EXISTING STRUCTURAL RAFTER NOT FOR REGULATORY APPROVAL, PERMITTING, OR CONSTRUCTION. Susan E Scott, P.E. Texas Licensed Professional Engineer Firm# 19296 ISSUE DATE: 07/02/2025 I G N M A R F F O O R 5 S 7/2/2025 8:52:19 AM 07/02/2025