C.9.1 - 1505 Alameda Dr - Plans — original pdf

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GENERAL NOTES PROJECT INFORMATION ADDRESS: ADDRESS: 1505 ALAMEDA DRIVE AUSTIN, TX 78704 LEGAL DESCRIPTION: LEGAL DESCRIPTION: LOT 15 BLK5 TRAVIS HEIGHTS SF3 DESCRIPTION OF WORK: DESCRIPTION OF WORK: NEW CONSTRUCTION OF SINGLE FAMILY, 3-STORY HOUSE WITH ATTACHED CARPORT & IN-GROUND POOL OWNER: OWNER: ARCHITECT: ARCHITECT: BUILDER: BUILDER: LUCKY DAY'S CASA, LLC CONTACT: MATT SCHWALBE 1024 BONHAM TERRACE AUSTIN, TX 78704 MWSCHWALBE@GMAIL.COM FAB ARCHITECTURE, LLC. PATRICK OUSEY, ARCHITECT 405 CUMBERLAND RD AUSTIN, TX 78704 T (512) 469.0775 F (512) 469.0570 CONTACT: VICTORIA HARRINGTON VICTOIRA@FABARCHITECTURE.COM COBB DEVELOPMENT LLC VANCE COBB, CONTRACTOR 4608 CACTUS LANE AUSTIN, TX 78745 T (512) 550.2144 CONTACT: VANCE COBB VANCECOBB@GMAIL.COM SHEET INDEX ARCHITECTURAL ARCHITECTURAL TITLE, PROJECT INFORMATION, & SITE PLAN TREE PROTECTION & SITE STAGING PLAN TENT EXHIBIT FIRST FLOOR PLAN UPPER FLOOR PLANS REFLECTED CEILING PLANS EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS & SECTIONS INTERIOR ELEVATIONS STRUCTURAL STRUCTURAL A0.1 A0.2 A0.3 A1.1 A1.2 A2.1 A3.1 A3.2 A5.1 S0 S1 S1.1 S2 S2.1 S3 S4 S5 S6 S6.1 S6.2 - - - - - - - - - - - APPLICABLE CODES 2021 2021 2021 INTERNATIONAL BUILDING CODE UNIFORM PLUMBING CODE NATIONAL ELECTRIC CODE GENERAL NOTES GENERAL NOTES - ALL WORK TO CONFORM TO AND MEET LOCAL MINIMUM CODES, ORDINANCES, RULES, REGULATIONS AND LAWS OF BUILDING OFFICIALS OR AUTHORITIES HAVING JURISDICTION. ALL WORK NECESSARY TO COMPLY WITH SUCH REQUIREMENTS SHALL BE PROVIDED BY THE CONTRACTOR. - CONTRACTOR IS RESPONSIBLE FOR LAYOUT OF PROJECT - REPORT ANY VARIATIONS BETWEEN ACTUAL SITE CONDITIONS AND INFORMATION SHOWN ON DRAWINGS TO ARCHITECT IN TIMELY MANNER. - GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL STRUCTURAL REQUIREMENTS. - GENERAL CONTRACTOR TO CUT + PATCH FOR ALL TRADES UNLESS NOTED OTHERWISE. - DETAILS TO MATCH EXISTING CONDITIONS. EXCEPT AS NOTED. VERIFY AND REVIEW W/ ARCH. - GENERAL CONTRACTOR IS TO PROVIDE ALL BUILDING PERMITS + UTILITIES. EACH SUB CONTRACTOR TO PROVIDE PERMITS AND FEES REQUIRED FOR HIS TRADE AND ALL INSPECTIONS REQUIRED BY CODE. - GENERAL CONTRACTOR TO KEEP CONSTRUCTION SITE CLEAN + ORGANIAZED. - RELOCATE EXISTING UTILTIES AS REQUIRED (GAS, ELECTRIC, CABLE + TELEPHONE,) SEE SITE PLAN FOR NEW LOCATIONS. - ALL TRENCHING REQ'D FOR UTILITIES TO BE DONE W/ EXTREME CARE TO ENSURE PROTECTION OF TREE AND PLANTING ROOT SYSTEMS. WORK TO BE AROUND ROOTS, NOT THROUGH. - G.C. TO PROTECT ALL PLANTING BEDS, TREES, OVERHEAD BRANCHES AND LANDSCAPE, U.N.O.. REVIEW W/ OWER ALL AREAS WHERE ACCESS WILL BE NEEDED SO THAT OWNER CAN MAKE PROVISIONS TO PROTECT OR REMOVE MATERIAL. TREE PROTECTION TREE PROTECTION - ALL TREES AND NATURAL AREAS SHOWN ON PLAN TO BE PRESERVED SHALL BE PROTECTED DURING CONSTRUCTION WITH TEMPORARY FENCING. - PROTECTIVE FENCES SHALL BE ERECTED ACCORDING TO CITY OF AUSTIN STANDARDS FOR TREE PROTECTION. - PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK (CLEARING, GRUBBING, OR GRADING), AND SHALL BE MAINTAINED THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT. - EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A MANNER WHICH DOES NOT RESULT IN SOIL BUILD UP WITHIN TREE DRIP LINES. - PROTECTIVE FENCES SHALL SURROUND THE TREES OR GROUP OF TREES, AND WILL BE LOCATED AT THE OUTERMOST LIMIT OF BRANCHES (DRIP LINE), FOR NATURAL AREAS, PROTECTIVE FENCES SHALL FOLLOW THE LIMIT OF CONSTRUCTION LINE, IN ORDER TO PREVENT THE FOLLOWING: A. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR STORAGE OF EQUIPMENT OR MATERIALS; B. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN 6" CUT OR FILL), OR TRENCHING NOT REVIEWED AND AUTHORIZED BY THE CITY ARBORIST; C. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT; D. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, CEMENT TRUCK CLEANING, AND FIRES. - EXCEPTIONS TO INSTALLING FENCES AT TREE DRIP LINES MAY BE PERMITTED IN THE FOLLOWING CASES: A. WHERE THERE IS TO BE AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACE, TREE WELL, OR OTHER SUCH SITE DEVELOPMENT, ERECT THE FENCE APPROXIMATELY 2 TO 4 FEET BEYOND THE AREA DISTURBED; B. WHERE PERMEABLE PAVING IS TO BE INSTALLED WITHIN A TREE'S DRIP LINE, ERECT THE FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAVING AREA (PRIOR TO SITE GRADING SO THAT THIS AREA IS GRADED SEPARATELY PRIOR TO PAVING INSTALLATION TO MINIMIZED ROOT DAMAGE); C. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, ERECT THE FENCE TO ALLOW 6 TO 10 FEET OF WORK SPACE BETWEEN THE FENCE AND THE BUILDING; D. WHERE THERE ARE SEVERE SPACE CONSTRAINTS DUE TO TRACT SIZE, OR OTHER SPECIAL REQUIREMENTS, CONTACT THE CITY ARBORIST AT 974-1876 TO DISCUSS ALTERNATIVES. - WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 4' TO A TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO A HEIGHT OF 8' (OR THE LIMITS OF LOWER BRANCHING) IN ADDITION TO THE REDUCED FENCING PROVIDED. - TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT TREES TO BE PRESERVED. - ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL. BACKFILL ROOT AREAS WITH GOOD QUALITY TOP SOIL AS SOON AS POSSIBLE. IF EXPOSED ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITH ORGANIC MATERIAL IN A MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMAZES WATER LOSS DUE TO EVAPORATION. - ANY TRENCHING REQUIRED FOR THE INSTALLATION OF LANDSCAPE IRRIGATION SHALL BE PLACED AS FAR FROM EXISTING TREE TRUNKS AS POSSIBLE. - NO LANDSCAPE TOPSOIL DRESSING GREATER THAN 4" SHALL BE PERMITTED WITHIN THE DRIP LINE OF TREES. NO SOIL IS PERMITTED ON THE ROOT FLARE OF ANY TREE. - PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENT SHALL TAKE PLACE BEFORE DAMAGE OCCURS (RIPPING OF BRANCHES, ETC.). - ALL FINISHED PRUNING SHALL BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS OF THE INDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOC. PRUNING STANDARDS FOR SHADE TREES AVAILABLE ON REQUEST FROM THE CITY ARBORIST). - DEVIATIONS FROM THE ABOVE NOTES MAY BE CONSIDERED ORDINANCE VIOLATIONS IF THERE IS SUBSTANTIAL NON- COMPLIANCE OR IF A TREE SUSTAINS DAMAGE AS A RESULT. VISITABILITY NOTES VISITABLE BATHROOMS VISITABLE BATHROOMS - A VISITABLE DWELLING MUST BE DESIGNED AND CONSTRUCTED WITH AT LEAST ONE BATHROOM GROUP OR A HALF BATH ON THE FIRST FLOOR THAT MEETS THE FOLLOWING REQUIREMENTS: 1. A MINIMUM CLEAR OPENING OF 30 INCHES IS REQUIRED. 2. LATERAL TWO-INCH BY SIX-INCH OR LARGER NOMINAL WOOD BLOCKING MUST BE INSTALLED FLUSH WITH STUD EDGES OF BATHROOM WALLS; AND 3.THE CENTERLINE OF THE BLOCKING MUST BE 34 INCHES FROM AND PARALLEL TO THE INTERIOR FLOOR LEVEL, EXCEPT FOR THE PORTION OF THE WALL LOCATED DIRECTLY BEHIND THE LAVATORY. VISITABLE LIGHT SWITCHES, RECEPTACLES, AND ENVIRONMENTAL CONTROLS VISITABLE LIGHT SWITCHES, RECEPTACLES, AND ENVIRONMENTAL CONTROLS - THE FIRST FLOOR OF A VISITABLE DWELLING MUST MEET THE FOLLOWING REQUIREMENTS: 1. LIGHT SWITCHES AND ENVIRONMENTAL CONTROLS MUST BE NO HIGHER THAN 48 INCHES ABOVE THE INTERIOR FLOOR LEVEL; AND 2. OUTLETS AND RECEPTACLES MUST BE A MINIMUM OF 15 INCHES ABOVE THE INTERIOR FLOOR LEVEL, EXCEPT FOR FLOOR OUTLETS AND RECEPTACLES. VISITABILITY BATHROOM ROUTE VISITABILITY BATHROOM ROUTE - A BATHROOM GROUP OR HALF BATH DESIGNATED FOR VISITABILITY UNDER SECTION R320.3 MUST BE ACCESSIBLE BY A ROUTE WITH A MINIMUM CLEAR OPENING OF 32 INCHES BEGINNING AT THE VISITABLE ENTRANCE DESIGNATED UNDER SECTION 320.6 AND CONTINUING THROUGH THE LIVING ROOM, DINING ROOM, AND KITCHEN, AND BE LEVEL WITH RAMPED OR BEVELED CHANGES AT DOOR THRESHOLDS. EXCEPTIONS: A VISITABLE ROUTE IS NOT REQUIRED THROUGH AN AREA LOCATED ON A SPLIT-LEVEL OR SUNKEN FLOOR, PROVIDED AN ALTERNATIVE ROUTE IS AVAILABLE. VISITABLE DWELLING ENTRANCE VISITABLE DWELLING ENTRANCE - A DWELLING MUST BE ACCESSIBLE BY AT LEAST ONE NO-STEP ENTRANCE WITH A BEVELED THRESHOLD OF ONE-HALD INCH OR LESS AND A DOOR WITH A CLEAR WIDTH OF AT LEAST 32 INCHES. THE ENTRANCE MAY BE LOCATED AT THE FRONT, REAR, OR SIDE, OR IN THE GARAGE OR CARPORT, OF THE DWELLING. WAIVER OF EXTERIOR VISITABLE ROUTE PROVISION FOR CERTAIN PROPERTIES WAIVER OF EXTERIOR VISITABLE ROUTE PROVISION FOR CERTAIN PROPERTIES - THE REQUIREMENTS OF SECTION R320.7 DO NOT APPLY TO: 1. LOTS WITH 10% OR GREATER SLOPE PRIOR TO DEVELOPMENT; OR 2. PROPERTIES FOR WHICH COMPLIANCE CANNOT BE ACHIEVED WITHOUT THE USE OF SWITCHBACKS. BUILDING AND SITE AREA AREA (A.) 1ST FLOOR CONDITIONED (B.) 2ND FLOOR CONDITIONED (C.) 3RD FLR CONDITIONED (D.) BASEMENT (E.) ATTATCHED COVERED PARKING (garage or carport) (F.) DETATCHED COVERED PARKING (garage or carport) (G.) COVERED WOOD DECKS (H.) COVERED PATIO (I.) COVERED PORCHES (J.) BALCONY (K.) OTHER (L.) DRIVEWAY (M.) SIDEWALKS (N.) UNCOVERED PATIO (O.) UNCOVERED WOOD DECKS (P.) AC PADS, FLATWORK (Q.) OTHER (POOL COPING, RETAINING WALLS) (R.) POOL (WATER SURFACE) (S.) SPA TOTAL SITE AREA EXISTING 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF AREA 1ST FLOOR 2ND FLOOR 3RD FLOOR ACCESSORY BUILDING(S) AREA W/ CEILINGS > 15' ATTIC BASEMENT CARPORT GARAGE GROUND FLOOR PORCH TOTAL FAR COVERAGE EXISTING 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF NEW 1222 SF 1483 SF 172 SF 0 SF 460 SF 0 SF 0 SF 0 SF 190 SF 0 SF 0 SF 210 SF 0 SF 0 SF 160 SF 132 SF 102 SF 214 SF 0 SF 4345 SF NEW 1134 SF 1483 SF 111 SF 0 SF 0 SF 0 SF 0 SF 460 SF 0 SF 190 SF 3379 SF EXEMPTION 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 80 SF 0 SF 0 SF 214 SF 0 SF 294 SF EXEMPTION 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 0 SF 450 SF 0 SF 190 SF 640 SF TOTAL 1222 SF 1483 SF 172 SF 0 SF 460 SF 0 SF 0 SF 0 SF 190 SF 0 SF 0 SF 210 SF 0 SF 0 SF 80 SF 132 SF 102 SF 0 SF 0 SF 4051 SF TOTAL 1134 SF 1483 SF 111 SF 0 SF 0 SF 0 SF 0 SF 10 SF 0 SF 0 SF 2738 SF FLOOR AREA RATIO EXISTING POWER POLE TO REMAIN TREE 1 TREE 2 48' - 3 1/8" 48' - 3 1/8" 15' - 8 7/8" 15' - 8 7/8" TENT 1 TENT 1 FENCE, DESIGN + DETAILS TBD. +511' - 6 1/4" 40' - 0" 40' - 0" TENT 3 TENT 3 +517' - 1 1/2" TREE 4 +520' - 0" 519.97 506.07 E N I L Y T R E P O R P I I N A M E R O T C R T C E L E D A E H R E V O ) . E ( E V I R D A D E M A L A (E.) WATER METER LOCATION, G.C. TO VFY SIZE IN FIELD & UPGRADE AS REQ'D. (E.) WATER & WASTEWATER YARD LINES ROUTE TO REMAIN, REPAIR & UPGRADE AS REQ'D. F E N C E , D E S I G N + D E T A I L S T B D . P R O P E R T Y L I N E PROVIDE SELF-CLOSING, LOCKING, OUTSWING GATE PER TEXAS STATE POOL CODE (DESIGN, DETAILS + FINISH TBD) E N I L D L I U B PERIMETER OF OUTRIGGER SOLID LINE OF PERMITER OF STEPPED ROOF DASHED LINE OF FOOTPRINT BELOW 2 5 ' F R O N T Y A R D S E T B A C K K C A B T E S D R A Y T N O R F ' 5 2 IN-GROUND POOL 5 0 7 506 505.25 40' - 0" 40' - 0" TENT 2 TENT 2 S 60° 03'42" E 144.74' PROPERTY LINE 5' SIDE YARD SETBACK +512' - 7 1/4" TENT 1 HIGH POINT TREE 3 UNCOVERED WD DECK +510' - 5" LOW POINT AVERAGE ADJACENT GRADE SEE 1 - A-2.1 FOR ROOF DRAINAGE D S SLOPE: 1/8" PER 1'-0" MIN TPO MEMBRANE ROOF SLOPED TO CENTRAL DRAIN R E P " 8 / 1 : E P O L S I N M " 0 - ' 1 R E P " 8 / 1 : E P O L S I N M " 0 - ' 1 SEE 1 - A-2.1 FOR ROOF DECK DRAINAGE WD ROOF DECK O/ TPO MEMBRANE SLOPED 1/8" TO CENTRAL DRAIN 1505 ALAMEDA DR AUSTIN, TX 78704 NEW THREE-STORY, SINGLE FAMILY RESIDENCE WITH ATTACHED CARPORT AND IN-GROUND SWIMMING POOL SLOPE: 1/8" PER 1'-0" MIN TPO MEMBRANE ROOF SLOPED TO CENTRAL DRAIN 505 5 0 8 5 0 9 5 1 0 5' SIDE YARD SETBACK 5 1 2 511 5 1 3 5 1 4 5 1 5 5 1 6 5 1 7 5 1 8 FENCE, DESIGN + DETAILS TBD. +510' - 0" +512' - 5 3/4" NEW CONCRETE POOL EQUIPMENT PAD, G.C. TO VFY SIZE W/ EQUIPMENT REQ'MENTS PROPERTY LINE N 63°01'26"W 118.13' NEW CONCRETE A.C. PAD, G.C. TO VFY SIZE W/ EQUIPMENT REQ'MENTS DS DS 40' - 0" 40' - 0" TENT 1 TENT 1 40' - 0" 40' - 0" TENT 2 TENT 2 13' - 9 1/8" 13' - 9 1/8" TENT 3 TENT 3 . D B T S L I A T E D + N G I S E D , E C N E F K C A B T E S D R A Y R A E R ' 0 1 H E A V E R O U T E D O D E L E C T RIC T O B E R E R D D S S TPO MEMBRANE ROOF SLOPED TO CENTRAL DRAIN R E P " 8 / 1 : E P O L S I N M " 0 - ' 1 R E P " 8 / 1 : E P O L S I N M " 0 - ' 1 DASHED LINE OF PERIMETER OF FOOTPRINT BELOW SLOPE: 1/8" PER 1'-0" MIN Y E L L A E N I L Y T R E P O R P ' 9 0 . 0 5 W " 1 1 ' 7 5 ° 9 2 S +522' - 2 1/2" HIGH POINT AVERAGE ADJACENT GRADE G.C. TO INSTALL NEW TYPE 1 DRIVEWY PER C.O.A. REQ'MENTS NOTE: GRADE AS REQ'D TO PROVIDE POSITIVE DRAINAGE AWAY FROM BLDNG 5 1 9 5 2 0 5 2 1 5 2 2 5 2 3 +521' - 1" TENT 2 HIGH POINT +523' - 9" TENT 3 HIGH POINT PLAN NORTH NORTH 1 SITE PLAN 1/8" 1'-0" TREE SCHEDULE SPECIES LIVE OAK LIVE OAK LIVE OAK LIVE OAK CRZ AREA 1662 SF 2124 SF 1810 SF 2290 SF WINDOW TYPES ID TREE 1 TREE 2 TREE 3 TREE 4 TRUNK DIAMETER 23.0" 26.0" 24.0" 27.0" CRZ IMPACT AREA 158 SF 235 SF 377 SF 143 SF CRZ IMPACT 9.5% 11.1% 20.8% 6.2% TYPE "A" - FIXED TYPE "A" - FIXED ALUMINUM FRAME ANNODIZED FINISH TBD CLR GLS TYPE "B" - CASEMENT TYPE "B" - CASEMENT ALUMINUM FRAME ANNODIZED FINISH TBD CLR GLS TYPE "C" - HOPPER TYPE "C" - HOPPER ALUMINUM FRAME ANNODIZED FINISH TBD CLR GLS BUILDING COVERAGE BUILDING COVERAGE 2133 / 6948 SF (SITE) 30.69%30.69% IMPERVIOUS COVERAGE IMPERVIOUS COVERAGE 2657 / 6948 (SITE) 38.24%38.24% FARFAR 2738/ 6948 SF (SITE) 39.4%39.4% WINDOW NOTES: WINDOW NOTES: - SEE ELEVATIONS FOR OPERATION AND HEAD HEIGHTS - DIMENSIONS ARE TO OUTSIDE OF FRAME U.N.O. - PROVIDE TEMPERED GLAZING @ HAZARDOUS LOCATIONS AS DEFINED BY IRC 2015 - SEE EXTERIOR ELEVATIONS FOR CONFIGURATION & OPERATION TYPE TYPE E CC CC A C C C CC C A B C A C C C C C C C C C C C C D B KEYKEY 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SIZESIZE 18' - 0" X 8' - 0" 5' - 8" X 7' - 0" 5' - 8" X 7' - 0" 3' - 6" X 10' - 0" 2' - 4" X 8' - 0" 2' - 8" X 8' - 0" 2' - 8" X 8' - 0" 5' - 4" X 8' - 0" 2' - 0" X 8' - 0" 3' - 6" X 10' - 0" 12' - 0" X 10' - 0" 3' - 0" X 8' - 0" 3' - 0" X 10' - 0" 2' - 6" X 7' - 0" 2' - 8" X 8' - 0" 2' - 8" X 8' - 0" 2' - 0" X 8' - 0" 2' - 0" X 8' - 0" 2' - 8" X 8' - 0" 2' - 8" X 8' - 0" 2' - 8" X 8' - 0" 2' - 8" X 8' - 0" 2' - 8" X 8' - 0" 2' - 8" X 8' - 0" 2' - 2" X 8' - 0" 2' - 4" X 8' - 0" 6' - 0" X 8' - 0" 3' - 2 1/8" X 10' - 3" DOOR SCHEDULE OPERATION OPERATION OVERHEAD SWING SWING SWING SWING SWING SWING SWING POCKET SWING SLIDER - 0X0 SWING SWING POCKET SWING SWING POCKET POCKET SWING SWING SWING SWING POCKET POCKET POCKET SWING SLIDING SWING LOCATION LOCATION CARPORT STORAGE STORAGE ENTRY POWDER STORAGE BED 1 CLOSET 1 BATH 1 ENTRY LIVING STORAGE KITCHEN LAUNDRY BED 2 BED 2 BED 2 BED 3 BED 3 BED 3 DEN PRIMARY BED PRIMARY CLOSET PRIMARY BED W.C. SHOWER ROOFTOP DECK SCREEN PORCH THICKNESS THICKNESS VFY VFY VFY VFY 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' VFY VFY 1 3/8'' VFY 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1 3/8'' 1/2'' VFY DOOR TYPES SCREEN DOOR REMARKS REMARKS REMARKS REMARKS WINDOW SCHEDULE KEYKEY A B C CC D E F G H J K M N P Q R S T TYPE TYPE C B A B C A A C A A A A A A A B A A SIZESIZE 2' - 9" X 2' - 6" 2' - 9" X 2' - 6" 5' - 6" X 8' - 9" 2' - 6" X 7' - 6" 4' - 0" X 2' - 6" 4' - 0" X 2' - 6" 8' - 0" X 7' - 6" 3' - 9 1/2" X 2' - 6" 3' - 9" X 7' - 6" 4' - 0" X 7' - 6" 4' - 0" X 4' - 0" 4' - 0" X 2' - 6" 5' - 6" X 10' - 9" 8' - 0" X 6' - 6" 3' - 9" X 6' - 6" 2' - 6" X 6' - 6" <varies> X 6' - 6" 3' - 5" X 8' - 0" OPERATION OPERATION HOPPER FIXED FIXED CASEMENT HOPPER CASEMENT FIXED HOPPER FIXED FIXED FIXED FIXED FIXED FIXED FIXED CASEMENT FIXED Fixed Picture HEAD HEIGHT AFF HEAD HEIGHT AFF <varies> <varies> 11' - 3" 10' - 0" <varies> 2' - 6" <varies> 2' - 6" 10' - 0" 10' - 0" 10' - 0" <varies> 10' - 3 3/4" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 8' - 0" TYPE "A": SWINGING GLASS DOOR ALUMINUM FRAME ANNODIZED FINISH TBD CLR GLS TYPE "B": SLIDING GLASS DOOR. ALUMINUM FRAME. ANNODIZED FINISH TB. CLR GLS. OPERATION NOT REFLECTED IN DIAGRAM ABV- SEE FLOOR PLANS & EXTERIOR ELEVATIONS FOR OPERATION, TYP. TYPE "C": SOLID WD - PAINT TYPE "D": CLR SAFETY GLS TYPE "E": GARAGE DOOR DOOR NOTES: DOOR NOTES: - VERIFY ROUGH FRAMING DIMENSIONS, TYP. - SEE PLANS FOR DOOR OPERATION -CONTRACTOR TO PROVIDE ALL LATCHES, THRESHOLDS, DOOR BUMBERS, WEATHER STRIPPING AS NECESSARY SCALES ARE HALF SCALES ARE HALF OF NOTED WHEN OF NOTED WHEN PRINTED ON 12X18 PRINTED ON 12X18 A-0.1 GIST E R E D ARC H I T E R S T A T E FO E T EXPIRES 10.31.21 E C T SA X 09.02.21 E C N E D I S E R E V I R D A D E M A L A . S E R . M A F E L G N I S - N O I T C U R T S N O C W E N 4 0 7 8 7 | X T , N I T S U A | E V I R D A D E M A L A 5 0 5 1 DATE: HISTORIC REVIEW SET 01.13.22 REVISIONS: THESE DRAWINGS ARE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT CAUTION: DO NOT SCALE DRAWINGS TITLE SHEET / PROJECT INFO 2 A-3.2 2 A-3.2 GUARDRAIL TO CODE OPEN BRK MTL PARAPET CAP - FINISH TBD, TYP. 28 METAL CLADDING, TBD. 2' - 0" 2' - 0" TYP. TYP. WD SIDING 2' - 0" 2' - 0" TYP. TYP. CARPORT/ENTRANCE FFE 522' - 0" 1 D D MTL FASCIA W INTERNAL BOX GUTTERS SLOPED TO DRAINAGE. FINISH TBD. 2' - 0" 2' - 0" TYPTYP 2' - 0" 2' - 0" TYPTYP OUTRIGGER TO EXTEND BEYOND STEPPED ROOF STUCCO MTL FINISH PANEL GUARDRAIL TO CODE R S WOOD SIDING P F D E J D GUARDRAIL TO CODE T.P.O. ROOF MEMBRANE STEPPED AT EXTERIOR WALL MTL FASCIA W INTERNAL BOX GUTTER SLOPED TO CENTRAL DRAINAGE. DEPTH TO MATCH DEPTH OF ROOF BUILDUP. FINISH TO MATCH WINDOWS. RAIN CHAIN FROM GUTTER CORNER TO HUB DRAIN @ GRADE, DRAINED TO DAYLIGHT. MTL BOX GUTTER (VFY SIZE), WATERPROOF AS REQ'D- FINISH + ATTACHMENT DETAIL TBD. BRK MTL PARAPET CAP - FINISH TBD. STUCCO - ALL STUCCO TO BE SMOOTH TROWELED, INTEGRAL COLOR U.N.O. MTL BOX DOWNSPOUTS (VFY SIZE) W RAIN LEADER TO MATCH GUTTERS - TERMINATE ENDS INTO CATCH BASIN + DRAIN TO DAYLIGHT, TYP. 3RD FLR PLATE HT 547' - 4" 3RD FLR FFE 539' - 4" 2ND FLR PLATE HT 537' - 0" 2ND FLR FFE 528' - 0" 1ST FLR PLATE HT 526' - 0" IST FLOOR FFE 516' - 0" YARD/POOL 512' - 0" 2 WEST ELEVATION 1/4" 1'-0" NOTE: ALL STUCCO FINISH TO BE SMOOTH TROWELED, INTEGRAL COLOR U.N.O. MTL FASCIA W INTERNAL BOX GUTTERS SLOPED TO DRAINAGE. FINISH TBD RAIN CHAIN FROM GUTTER CORNER TO HUB DRAIN @ GRADE, DRAINED TO DAYLIGHT. STUCCO R S S WOOD SIDING K D K D R S WOOD SIDING M CC METAL FASCIA,TBD GUARDRAIL TO CODE MTL FASCIA W INTERNAL BOX GUTTER SLOPED TO CENTRAL DRAINAGE. DEPTH TO MATCH DEPTH OF ROOF BUILDUP. FINISH TBD. MTL BOX DOWNSPOUTS (VFY SIZE) W RAIN LEADER TO MATCH GUTTERS - TERMINATE ENDS INTO CATCH BASIN + DRAIN TO DAYLIGHT, TYP. RAIN CHAIN FROM GUTTER CORNER TO HUB DRAIN @ GRADE, DRAINED TO DAYLIGHT. OPEN Q G H G M 3RD FLR PLATE HT 547' - 4" 3RD FLR FFE 539' - 4" 2ND FLR PLATE HT 537' - 0" CARPORT PLATE HT 532' - 0" 2ND FLR FFE 528' - 0" 1ST FLR PLATE HT 526' - 0" 1 EAST ELEVATION 1/4" 1'-0" 3RD FLR PLATE HT 547' - 4" 3RD FLR FFE 539' - 4" 2ND FLR PLATE HT 537' - 0" CARPORT PLATE HT 532' - 0" 2ND FLR FFE 528' - 0" 1ST FLR PLATE HT 526' - 0" CARPORT/ENTRANCE FFE 522' - 0" IST FLOOR FFE 516' - 0" YARD/POOL 512' - 0" 3 SOUTH ELEVATION 1/4" 1'-0" GIST E R E D ARC H I T E R S T A T E FO E T EXPIRES 10.31.21 E C T SA X 09.02.21 E C N E D I S E R E V I R D A D E M A L A . S E R . M A F E L G N I S - N O I T C U R T S N O C W E N 4 0 7 8 7 | X T , N I T S U A | E V I R D A D E M A L A 5 0 5 1 DATE: HISTORIC REVIEW SET 01.13.22 REVISIONS: THESE DRAWINGS ARE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT CAUTION: DO NOT SCALE DRAWINGS EXTERIOR ELEVATIONS SK03 SK03 A-3.1 MTL FASCIA W/ INTERNAL GUTTER SLOPED TO CENTRAL DRAINAGE. DEPTH TO MATCH DEPTH OF ROOF BUILD UP & FINISH TBD. OPEN METAL FASCIA TBD WD SIDING STUCCO N A C A B B NOTE: REGRADE SITE AS REQ'D TO ALLOW STRAIGHT, HORIZONTAL LINE OF FINISH MATERAL GUARDRAIL TO CODE MTL FASCIA W/ INTERNAL BOX GUTTERS SLOPED TO CENTRAL DRAINAGE. DEPTH TO MATCH DEPTH OF ROOF BUILDUP. FINISH TBD. " " 0 0 - - ' ' 2 2 " " 0 0 - - ' ' 1 1 STUCCO P D F D E E WOOD SIDING HANDRAILS TO CODE P F E NOTE: ALL STUCCO FINISH TO BE SMOOTH TROWELED, INTEGRAL COLOR U.N.O. BRK MTL, FINISH TBD STL AWNING @ DOOR. FLUSH @ HEADER & CONTINUOUS INTO ALCOVE. WOOD DECK & STEPS OVER STL FRAME. MINIMAL PIER FOOTINGS INTO GRADE. VFY CRZ OF EXISTING TREES. CONCRETE STEPS TO GRADE STEP DOWN WITH GRADE (RETAIN W/ STL EDGE) D PARGE EXPOSED POOL EDGE TYP. WD DECK: PROVIDE MINIMUM GAPS @ BOARD JOINTS TO ALLOW FOR THRU DRAINAGE. DECK TO BE SUPPORTED BY SLEEPERS O/ SLOPED TPO UNDERLAYMENT. DRAIN TPO TO SCUPPER(S)/DOWN SPOUTS (VFY LOCATIONS W/ ARCHITECT FRIOR TO CONSTRUCTION) ENTIRE ASSEMBLY TO BE WATERPROOFED AS REQ'D. ALL HANDRAILS TO CODE (DETAILS + FINISH TBD) ROOFTOP WD DECK PENTHOUSE PRIMARY BEDROOM PRIMARY CLOSET 24 D DEN 15 " " 0 0 - - ' ' 9 9 " " 0 0 - - ' ' 2 2 " " 0 0 - - ' ' 0 0 1 1 P F D P E F E E LIVING ROOM ENRTY 10 D DINING ROOM 5 STORAGE A A N B C B " " 4 4 - - ' ' 5 5 OPEN GRADE AS REQ'D TO PROVIDE POSITIVE DRAINAGE AWAY FROM BLDNG SCALES ARE HALF SCALES ARE HALF OF NOTED WHEN OF NOTED WHEN PRINTED ON 11X17 PRINTED ON 11X17 3RD FLR PLATE HT 547' - 4" 3RD FLR FFE 539' - 4" 2ND FLR PLATE HT 537' - 0" CARPORT PLATE HT 532' - 0" 2ND FLR FFE 528' - 0" 1ST FLR PLATE HT 526' - 0" CARPORT/ENTRANCE FFE 522' - 0" IST FLOOR FFE 516' - 0" 1 NORTH ELEVATION 1/4" 1'-0" 3RD FLR PLATE HT 547' - 4" 3RD FLR FFE 539' - 4" 2ND FLR PLATE HT 537' - 0" CARPORT PLATE HT 532' - 0" 2ND FLR FFE 528' - 0" 1ST FLR PLATE HT 526' - 0" TENT 3 HP 523' - 9" CARPORT/ENTRANCE FFE 522' - 0" IST FLOOR FFE 516' - 0" 2 SECTION THROUGH LIVING AREAS, PRIMART BR, SAIRWELL & CARPORT 1/4" 1'-0" GIST E R E D ARC H I T E R S T A T E FO E T EXPIRES 10.31.21 E C T SA X 09.02.21 E C N E D I S E R E V I R D A D E M A L A . S E R . M A F E L G N I S - N O I T C U R T S N O C W E N 4 0 7 8 7 | X T , N I T S U A | E V I R D A D E M A L A 5 0 5 1 DATE: HISTORIC REVIEW SET 01.13.22 REVISIONS: THESE DRAWINGS ARE PROPERTY OF THE ARCHITECT AND MAY ONLY BE USED IN CONJUNCTION WITH THIS PROJECT CAUTION: DO NOT SCALE DRAWINGS EXTERIOR ELEVATIONS SK03 SK03 A-3.2