115 Wyandanch Lane - Tim Davis
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USE EXISTING WINDOWS REMOVED FROM FAMILY ROOM PROPOSED WINDOWS TO MATCH EXISTING PROPOSED RED CEDAR SHINGLES ROOF TO MATCH EXISTING PROPOSED RED CEDAR SHINGLES TO MATCH EXISTING HOUSE PROPOSED ADDITION FOR EXISTING PATIO TOP OF PROPOSED ROOF EL. 17'- 0 1 2 '' TOP OF PROPOSED WINDOW EL. 13'-10'' BOTTOM OF PROPOSED WINDOW EL. 11'-8'' TOP OF PROPOSED WINDOW EL. 7'-6'' BOTTOM OF PROPOSED WINDOW EL. 2'-2'' TOP OF FIRST FLOOR EL. 0'-0'' GENERAL NOTES 1. DIMENSIONS ARE BASED ON A FIELD SURVEY CONDUCTED BY THE ARCHITECT. NO DEMOLITION WAS PERFORMED TO CONFIRM EXISTING STRUCTURE FOR REQUIRED PERMIT AND THE ARCHITECT DOES NOT ASSUME RESPONSIBILITY FOR THE STRUCTURE. 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE TOWN OR VILLAGE PRIOR TO STARTING WORK (IF REQUIRED). 3. CONTRACTOR OR OWNER SHALL OBTAIN REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THERE OF. 4. WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, AND RULES AND REGULATIONS OF THE TOWN OF JURISDICTION. 5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THERE FROM. 6. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING. 7. FILL AND BACKFILL MATERIAL OBTAINED FROM ON SITE CUTTING OR SOURCES LOCATED AWAY FROM THE CONSTRUCTION SITE SHALL BE CLEAN SAND, GRAVEL, EARTH , OR A MIXTURE OF THESE CONTAINING MINIMAL ORGANIC MATTER WITH A MAXIMUM SIZE OF FOUR INCHES. 8. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR "BANK RUN" GRAVEL FROM SITE OR SOURCE APPROVED BY THE ARCHITECT AND A SUITABLE BEARING MATERIAL FOR THE PURPOSE OF SUPPORTING THE SLAB ON GRADE. MINIMUM BEARING CAPACITY TO BE 3,000 LBS. PER SQ. FT. 9. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SQ. FT. AND SHALL HAVE A MINIMUM OF 36" OF COVER. 10. CONCRETE COMPRESSIVE STRENGTH @ 28 DAYS SHALL BE: WALLS NOT EXPOSED TO WEATHER - 3,500 PSI WALLS EXPOSED TO WEATHER - 3,500 PSI GARAGE SLABS, PORCHES, DECKS - 3,500 PSI 11. DESIGN LOADS : FIRST FLOOR - 50 LBS/SF LIVE LOAD SECOND FLOOR - 50 LBS/SF LIVE LOAD CEILING - 30 LBS/SF LIVE LOAD ROOF - 30 LBS/SF LIVE LOAD 12. DESIGN TIMER STRESS FOR NOMINAL LUMBER - DOUGLAS FIR SOUTH, NO. 2 GRADE = 450 PSI, E = 1,700,000 PSI. LENGTH OF RAFTERS SHALL NOT EXCEED 17 FEET FOR SLOPES OF 3 IN 12 OR LESS, AND SHALL NOT EXCEED A LENGTH OF 16 FEET FOR SLOPES GREATER THAN 3 IN 12. 13. HEADERS SHALL BE (2) 2x8 MIN. AT ANY OPENING 36" OR LESS, (2) 2x10 FOR OPENINGS UP TO 60", AND AND SINGLE 3 1 2 " x 11 1 2 " POWERBEAM FOR ALL OPENINGS GREATER THAN 60". 14. HEADERS SHALL BEAR ON A 4x4 POST AT 2x4 WALLS, AND A 6x6 POST ON ALL 2x6 WALLS. POWERBEAM PRODUCTS SHALL BE INSTALLED WITH THE PROPER SIDE SUPPORT STRUCTURE AS RECOMMENDED BY THE MANUFACTURER. THE REMAINING SPACE BEHIND HEADERS ON EXTERIOR WALLS SHALL BE INSULATED. 15. COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY CONNECTED FROM THE FOUNDATION TO THE ROOF TO PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES PER THE GUIDELINES OF THE LOCAL BUILDING CODES. 16. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING SHALL BE OF CORROSION RESISTANT MATERIALS AND SHOW NO EVIDENCE OF CORROSION OR DETERIORATION WHICH MIGHT REDUCE THE ABILITY OF THE STRUCTURE TO RESIST WIND EFFECTS 17. FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL WIND ANCHORS, AND TRUSS PLATES ARE TO BE GALVANIZED. 18. RAKES AT GABLE ROOF EDGES SHALL BE STABILIZED BY INSTALLING 2x4 LOOKOUT RAFTERS PERPENDICULAR TO AND NOTCHED INTO MAIN ROOF RAFTERS FOR A MINIMUM DISTANCE OF 4 FEET TOWARD THE BUILDING INTERIOR. 19. EXTERIOR GLASS PANELS, WINDOWS, AND DOORS SHOULD BE IN SOUND CONDITION, SECURELY INSTALLED, AND CAPABLE OF TRANSFERRING WIND LOADS TO THE SUPPORTING STRUCTURE. WINDOW AND DOOR WIND PANEL PROTECTION (IF REQUIRED) SHOULD MEET LOCAL BUILDING CODES, AND REQUIREMENTS OF THE HOME OWNERS INSURANCE REPRESENTATIVE. CONTRACTOR TO SCHEDULE WALK THROUGH WITH INSURANCE REPRESENTATIVE (PROVIDED BY OWNER) TO VERIFY THAT INSTALLATION CONDITIONS WILL BE HONORED THROUGH THE CHOSEN POLICY. 20. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM DEVICE IN COMPLIANCE WITH NY STATE BUILDING CODE. 21. MAINTAIN A 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. 22. FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR BLOCKING @ INTERVALS NOT EXCEEDING 8 FEET. 23. DELETED 24. RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH HURRICANE CLIPS @ 16" ON CENTER. 25. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. ARCHITECT HAS BEEN RETAINED FOR ON SITE INSPECTIONS AND CAN CONFIRM DIMENSIONS IF NECESSARY. 26. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTENSIONS TO THE PROJECT EXCEPT WITH AN AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE ARCHITECT. 27. PATCH EXISTING AREAS AS REQUIRED WHERE FINISH SURFACES HAVE BEEN REMOVED AND RENOVATED. WHERE EXISTING WALLS ARE REMOVED OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, CONTRACTOR SHALL BRACE EXISTING AS REQUIRED PRIOR TO REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS, ETC. UNTIL NEW HEADER IS INSTALLED AS SPECIFIED. 28. NOT USED. 29. NOT USED. 30. MICROLLAM LAMINATED VENEER LUMBER SHALL BE DOUGLAS FIR AS MANUFACTURED BY TRUS JOIST CORP. OR EQUAL. SIZES AS INDICATED ON PLANS. MICRO LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATION AND RECOMMENDATIONS. 31. PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS, AROUND ALL OPENINGS, AND UNDER BATHTUB LOCATIONS. 33. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGE SOLID BLOCKED OR PLY CHIPS ( 3 4 " MINIMUM THICKNESS). 34. STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS PER A.I.S.C. 35. TYPICAL DRYWALL SHALL BE U.S.G. 5 8 " TYPE X GYPSUM BOARD. WALL FINISHES SHALL BE AS LISTED ON THE FINISH SCHEDULE. FINISH LEVELS SHALL BE DEFINED BY THE U.S.G. HANDBOOK AND ARCHITECT SHALL INSPECT INSTALLATION TO VERIFY EXECUTION OF FINISHES PER THE U.S.G. HANDBOOK. CONTRACTOR MY REQUEST SPECIFICATIONS FROM THE ARCHITECT IF NECESSARY. 36. MOLDINGS AND TRIM SHALL BE SOLID POPLAR IF PAINTED, AND SOLID WOOD AS SPECIFIED IF STAIN IS REQUIRED. ALL PAINTED WOOD MOLDINGS, JAMBS, AND MILLWORK SHALL BE PRIMED 2 COATS, AND FINISHED 2 COATS MINIMUM PER SPECIFICATIONS ON FINISH SCHEDULE WITHIN THE DRAWING SET. 37. FINISHES OF EXISTING STRUCTURES SHALL BE PAINTED TO MATCH NEW CONSTRUCTION AS CLOSE AS POSSIBLE. 38. CARPETING SHALL BE SUPPLIED AND INSTALLED BY OWNER. 39. PLUMBING SHALL BE IN STRICT CONFORMANCE WITH THE NY STATE BUILDING CODE. TIE NEW FIXTURES INTO EXISTING SANITARY SYSTEM WHEN POSSIBLE. 40. CONTRACTOR SHALL DETERMINE WHETHER THE EXISTING ELECTRICAL SERVICE IS SUFFICIENT TO SERVICE THE NEW ADDITION AND SHALL NOTIFY THE OWNER ACCORDINGLY. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED. INSTALL AS PER OWNERS DIRECTION ANY AND ALL INTERCOM, TELEPHONE, AND OR TV ANTENNAE WIRING IN WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE CONTROL WIRING SHALL RUN CONCEALED IN WALLS, FLOORS, AND OR CEILINGS. VERIFY OUTLET, WITCH, AND LIGHTING LOCATIONS OWNER PRIOR TO INSTALLATION. 41. IF ANY INFORMATION IN THESE GENERAL NOTES CONFLICTS WITH THE SPECIFICATIONS, THE SPECIFICATIONS SHALL TAKE PRECEDENT. 42. SAFETY AND OSHA REQUIREMENTS: 1. MAINTAIN ON SITE THE OSHA SAFETY MANUAL AND ALL REQUIRED SAFETY AND INJURY FIRST AID EQUIPMENT. 2. CONDUCT REGULAR SAFETY MEETINGS TO ENSURE THE SAFETY AND PERSONNEL USING THE OSHA GUIDELINES, CONSTRUCTION SAFETY ORDERS, INJURY AND ILLNESS PREVENTION PROGRAM (IIMP), PERSONAL KNOWLEDGE, TRAINING SESSIONS ETC. UNDER THE GENERAL DIRECTION OF THE CONTRACTOR. 3. GENERAL CONTRACTOR MUST MAINTAIN RECORDS OF SAFETY MEETINGS TO VERIFY COMPLIANCE WITH IIPP, OSHA, GUIDELINES, CONSTRUCTION SAFETY ORDERS AND SAFETY RELATED REPORTS AND RESPONSE. 43. FLOOR JOIST SHALL BE TRUS JOIST INTERNATIONAL (OR EQUAL) I-JOIST FLOOR SYSTEMS SIZED PER SPECIFICATIONS HEREIN. 44. PVC VENT PIPES THAT PENETRATE THE ROOF SHALL HAVE A LEAD COATED COPPER SLEEVE THAT SHALL WRAP THE PIPE AND TOP EDGE, AND BE PROPERLY FLASHED INTO THE ROOFING FINISH MATERIAL. 45. CONTRACTOR SHALL PROVIDE A MAHOGANY H-FRAME FOR THE ELECTRICAL SERVICE METERS AND ANY OTHER EQUIPMENT ON THE EXTERIOR OF THE BUILDING THAT REQUIRES MOUNTING BY CODE. 46. CONTRACTOR SHALL PROVIDE A MAHOGANY H-FRAME FOR THE NATURAL GAS HEADER AND EXTERIOR PIPING AS REQUIRED SHOULD NATURAL GAS BE USED IN THE PROJECT. CONTRACTOR TO COORDINATE THE PIPING OF THE NATURAL GAS SERVICE WITH THE PROPER AGENCIES AND SUPPLIERS PRIOR TO INSTALLING THE H-FRAME FOR THE HEADER. 47. MAIN PLUMBING DRAIN LINES FROM TOILETS, SINKS, BATH, OR SHOWERS SHALL BE CAST IRON. MAIN WASTE LINE OUT TO SEPTIC SYSTEM SHALL ALSO BE CAST IRON. 48. CONTRACTOR SHALL HAVE THE PLUMBER INSTALL A 2" DRAIN PIPE FOR CONDENSATION OVERFLOW AT ALL AIR-HANDLING UNIT LOCATIONS. CONTRACTOR TO COORDINATE DRAIN PIPES IN SLAB PRIOR TO POURING THE BASEMENT SLAB FOR ALL UNITS IN BASEMENT AREA. 49. CONTRACTOR AND PLUMBER SHALL CONFIRM THAT NATURAL GAS SERVICE IS PROPERLY SIZED TO ACCOMODATE THE BTU LEVELS REQUIRED BY THE APPLIANCE AND HVAC SPECIFICATIONS. 50. EXTERIOR TRIMS AND MOLDINGS SHALL BE VERSATEX OR AZEK PVC TRIM BOARDS. WOOD MOLDINGS AND TRIM ARE NOT TO BE USED UNLESS SPECIFIED HEREIN. 51. WINDOW AND DOOR UNITS TO HAVE STAINLESS STEEL OR L.C.C. PANS AT EACH SILL LOCATION. THE INSIDE EDGE OF THE PAN SHOULD TURN UP 1 2 " MINIMUM FROM BASE OF THE SILL FRAMING. 52. CONTRACTOR SHALL VERIFY IF A SECURITY SYSTEM IS REQUIRED BY THE OWNER, AND SHALL COORDINATE WIRING FOR THE APPROPRIATE DEVICES BEFORE INSTALLING WALL BOARD. 53. CONTRACTOR SHALL PROVIDE DRY-WELLS TO ACCOMMODATE THE RAIN WATER DRAINAGE FROM THE EDGES OF THE BUILDING AND ALL ROOF DRAINS OR LEADER LOCATIONS. 54. CONTRACTOR SHALL SEAL ALL ROOF SHEATHING JOINTS WITH BITUMINOUS ADHESIVE TAPE BEFORE LAYING THE UNDERLAYMENT OF THE ROOFING. 55. CONTRACTOR SHALL USE GRACE "VYCOR" OR EQUAL WEATHERPROOFING AROUND ALL DOOR AND WINDOW OPENINGS THAT OVERLAPS THE CUT IN THE BUILDING PAPER BY A MINIMUM OF 2". 56. CONTRACTOR SHALL USE AN UNDERLAYMENT OF 15 LB BUILDING PAPER UNDER ALL HARDWOOD FLOORS BEFORE INSTALLATION. 57. CONTRACTOR SHALL COORDINATE ELECTRICAL & HVAC SUB-CONTRACTORS TO ENSURE THAT ALL WIRING WORK IS ACCOMODATED BETWEEN THE TWO TRADES, AND INCLUDED IN THE SCOPE OF WORK. DRAWING TITLE DESCRIPTION DWG NO. DRAWING LOG - FOR CONSTRUCTION DATE OF ISSUE COVER SHEET 2018-0323 A000 STRUCTURAL DESIGN SHALL CONFORM TO "CLIMATIC & GEOGRAPHIC DESIGN DATA" PER R301.2 RCNYS. TO BE DESIGNED TO MEET 130mph WIND LOADS. ALL PLANS AND STRUCTURAL DETAILS TO CONFORM TO THE 2015 IRC CODE WITH THE 2016 UNIFORM CODE SUPPLEMENT SITE PLAN - PROPOSED A001 A101 FOUNDATION PLAN A200 ELEVATIONS A400 INTERIOR ELEVATIONS Siamak Samii Architect P.C. 115 Wyandanch Lane 03/27/2018 A201 ELEVATIONS EXISTING FLOOR PLANS A100 A102 FIRST FLOOR PLAN PLAN A300 SECTIONS A401 INTERIOR ELEVATIONS A500 BASEMENT ELECTRICAL PLAN A501 FIRST FLOOR ELECTRICAL PLAN A600 MASTER BEDROOM FRAMING PLAN A601 MASTER BEDROOM ROOF FRAMING PLAN SN100 STRUCTURAL NOTES SN101 STRUCTURAL NOTES SN102 STRUCTURAL NOTES SN103 STRUCTURAL NOTES A700 POOL HOUSE SECTIONS A701 POOL HOUSE ELEVATIONS 2018-0327
Transcript of 115 Wyandanch Lane - Tim Davis
USE EXISTING WINDOWS
REMOVED FROM FAMILY ROOM
PROPOSED WINDOWS TO
MATCH EXISTING
PROPOSED RED CEDAR SHINGLES
ROOF TO MATCH EXISTING
PROPOSED RED CEDAR SHINGLES
TO MATCH EXISTING HOUSE
PROPOSED ADDITION FOR
EXISTING PATIO
TOP OF PROPOSED ROOF
EL. 17'- 0
1
2
''
TOP OF PROPOSED WINDOW
EL. 13'-10''
BOTTOM OF PROPOSED WINDOW
EL. 11'-8''
TOP OF PROPOSED WINDOW
EL. 7'-6''
BOTTOM OF PROPOSED WINDOW
EL. 2'-2''
TOP OF FIRST FLOOR
EL. 0'-0''
GENERAL NOTES
1. DIMENSIONS ARE BASED ON A FIELD SURVEY CONDUCTED BY THE ARCHITECT. NO DEMOLITION WASPERFORMED TO CONFIRM EXISTING STRUCTURE FOR REQUIRED PERMIT AND THE ARCHITECT DOES NOT ASSUMERESPONSIBILITY FOR THE STRUCTURE.
2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT FROM THE TOWN OR VILLAGE PRIOR TO STARTINGWORK (IF REQUIRED).
3. CONTRACTOR OR OWNER SHALL OBTAIN REQUIRED APPROVALS, PERMITS, CERTIFICATES OF OCCUPANCY,INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THERE OF.
4. WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, AND RULESAND REGULATIONS OF THE TOWN OF JURISDICTION.
5. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ONTHESE PLANS, THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. SHOULD THE CONTRACTOR FAILTO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THE CONTRACTOR SHALL ASSUME ALLRESPONSIBILITY AND LIABILITY ARISING THERE FROM.
6. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING.
7. FILL AND BACKFILL MATERIAL OBTAINED FROM ON SITE CUTTING OR SOURCES LOCATED AWAY FROM THECONSTRUCTION SITE SHALL BE CLEAN SAND, GRAVEL, EARTH , OR A MIXTURE OF THESE CONTAINING MINIMALORGANIC MATTER WITH A MAXIMUM SIZE OF FOUR INCHES.
8. COMPACTED FILL UNDER SLAB ON GRADE SHALL BE WELL GRADED SAND OR "BANK RUN" GRAVEL FROM SITEOR SOURCE APPROVED BY THE ARCHITECT AND A SUITABLE BEARING MATERIAL FOR THE PURPOSE OF SUPPORTINGTHE SLAB ON GRADE. MINIMUM BEARING CAPACITY TO BE 3,000 LBS. PER SQ. FT.
9. FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM SOIL PRESSURE OF 2 TONS PER SQ. FT. ANDSHALL HAVE A MINIMUM OF 36" OF COVER.
10. CONCRETE COMPRESSIVE STRENGTH @ 28 DAYS SHALL BE:WALLS NOT EXPOSED TO WEATHER - 3,500 PSIWALLS EXPOSED TO WEATHER - 3,500 PSIGARAGE SLABS, PORCHES, DECKS - 3,500 PSI
11. DESIGN LOADS :FIRST FLOOR - 50 LBS/SF LIVE LOADSECOND FLOOR - 50 LBS/SF LIVE LOADCEILING - 30 LBS/SF LIVE LOADROOF - 30 LBS/SF LIVE LOAD
12. DESIGN TIMER STRESS FOR NOMINAL LUMBER - DOUGLAS FIR SOUTH, NO. 2 GRADE = 450 PSI, E = 1,700,000PSI. LENGTH OF RAFTERS SHALL NOT EXCEED 17 FEET FOR SLOPES OF 3 IN 12 OR LESS, AND SHALL NOT EXCEED ALENGTH OF 16 FEET FOR SLOPES GREATER THAN 3 IN 12.
13. HEADERS SHALL BE (2) 2x8 MIN. AT ANY OPENING 36" OR LESS, (2) 2x10 FOR OPENINGS UP TO 60", AND ANDSINGLE 3 12" x 11 12" POWERBEAM FOR ALL OPENINGS GREATER THAN 60".
14. HEADERS SHALL BEAR ON A 4x4 POST AT 2x4 WALLS, AND A 6x6 POST ON ALL 2x6 WALLS. POWERBEAMPRODUCTS SHALL BE INSTALLED WITH THE PROPER SIDE SUPPORT STRUCTURE AS RECOMMENDED BY THEMANUFACTURER. THE REMAINING SPACE BEHIND HEADERS ON EXTERIOR WALLS SHALL BE INSULATED.
15. COMPONENTS SHALL BE ANCHORED AND CONTINUOUSLY CONNECTED FROM THE FOUNDATION TO THE ROOFTO PREVENT COLLAPSE OR PERMANENT LATERAL MOVEMENT UNDER WIND FORCES PER THE GUIDELINES OF THELOCAL BUILDING CODES.
16. FASTENERS AND CONNECTORS TO FLOOR BEAMS AND BRACING SHALL BE OF CORROSION RESISTANTMATERIALS AND SHOW NO EVIDENCE OF CORROSION OR DETERIORATION WHICH MIGHT REDUCE THE ABILITY OFTHE STRUCTURE TO RESIST WIND EFFECTS
17. FASTENERS AND CONNECTORS INCLUDING NAILS, BOLTS, STEEL WIND ANCHORS, AND TRUSS PLATES ARE TOBE GALVANIZED.
18. RAKES AT GABLE ROOF EDGES SHALL BE STABILIZED BY INSTALLING 2x4 LOOKOUT RAFTERS PERPENDICULARTO AND NOTCHED INTO MAIN ROOF RAFTERS FOR A MINIMUM DISTANCE OF 4 FEET TOWARD THE BUILDINGINTERIOR.
19. EXTERIOR GLASS PANELS, WINDOWS, AND DOORS SHOULD BE IN SOUND CONDITION, SECURELY INSTALLED,AND CAPABLE OF TRANSFERRING WIND LOADS TO THE SUPPORTING STRUCTURE. WINDOW AND DOOR WINDPANEL PROTECTION (IF REQUIRED) SHOULD MEET LOCAL BUILDING CODES, AND REQUIREMENTS OF THE HOMEOWNERS INSURANCE REPRESENTATIVE. CONTRACTOR TO SCHEDULE WALK THROUGH WITH INSURANCEREPRESENTATIVE (PROVIDED BY OWNER) TO VERIFY THAT INSTALLATION CONDITIONS WILL BE HONORED THROUGHTHE CHOSEN POLICY.
20. FURNISH AND INSTALL SINGLE STATION SMOKE DETECTING ALARM DEVICE IN COMPLIANCE WITH NY STATEBUILDING CODE.
21. MAINTAIN A 2" MINIMUM CLEARANCE BETWEEN ALL STRUCTURAL FRAMING MEMBERS AND FIREPLACE ORCHIMNEY MASONRY.
22. FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRIDGING OR BLOCKING @ INTERVALS NOT EXCEEDING 8FEET.
23. DELETED
24. RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH HURRICANE CLIPS @ 16" ON CENTER.
25. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERCEDE SCALED DIMENSIONS. ARCHITECT HAS BEENRETAINED FOR ON SITE INSPECTIONS AND CAN CONFIRM DIMENSIONS IF NECESSARY.
26. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY OFTHE ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BEUSED ON ANY OTHER PROJECTS OR EXTENSIONS TO THE PROJECT EXCEPT WITH AN AGREEMENT IN WRITING ANDWITH APPROPRIATE COMPENSATION TO THE ARCHITECT.
27. PATCH EXISTING AREAS AS REQUIRED WHERE FINISH SURFACES HAVE BEEN REMOVED AND RENOVATED.WHERE EXISTING WALLS ARE REMOVED OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, CONTRACTORSHALL BRACE EXISTING AS REQUIRED PRIOR TO REMOVAL OF EXISTING WALLS, CEILING BEAMS, ROOF RAFTERS,ETC. UNTIL NEW HEADER IS INSTALLED AS SPECIFIED.
28. NOT USED.
29. NOT USED.
30. MICROLLAM LAMINATED VENEER LUMBER SHALL BE DOUGLAS FIR AS MANUFACTURED BY TRUS JOIST CORP.OR EQUAL. SIZES AS INDICATED ON PLANS. MICRO LAM INSTALLATIONS SHALL BE IN STRICT CONFORMANCE WITHMANUFACTURERS SPECIFICATION AND RECOMMENDATIONS.
31. PROVIDE DOUBLE JOISTS UNDER PARTITIONS PARALLEL TO FLOOR JOISTS, AROUND ALL OPENINGS, ANDUNDER BATHTUB LOCATIONS.
33. PLYWOOD DECKING SHALL BE EXTERIOR GRADE PLYWOOD WITH EDGE SOLID BLOCKED OR PLY CHIPS (34"
MINIMUM THICKNESS).
34. STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE INSTALLED AS PER A.I.S.C.
35. TYPICAL DRYWALL SHALL BE U.S.G. 58" TYPE X GYPSUM BOARD. WALL FINISHES SHALL BE AS LISTED ON THEFINISH SCHEDULE. FINISH LEVELS SHALL BE DEFINED BY THE U.S.G. HANDBOOK AND ARCHITECT SHALL INSPECTINSTALLATION TO VERIFY EXECUTION OF FINISHES PER THE U.S.G. HANDBOOK. CONTRACTOR MY REQUESTSPECIFICATIONS FROM THE ARCHITECT IF NECESSARY.
36. MOLDINGS AND TRIM SHALL BE SOLID POPLAR IF PAINTED, AND SOLID WOOD AS SPECIFIED IF STAIN ISREQUIRED. ALL PAINTED WOOD MOLDINGS, JAMBS, AND MILLWORK SHALL BE PRIMED 2 COATS, AND FINISHED 2COATS MINIMUM PER SPECIFICATIONS ON FINISH SCHEDULE WITHIN THE DRAWING SET.
37. FINISHES OF EXISTING STRUCTURES SHALL BE PAINTED TO MATCH NEW CONSTRUCTION AS CLOSE ASPOSSIBLE.
38. CARPETING SHALL BE SUPPLIED AND INSTALLED BY OWNER.
39. PLUMBING SHALL BE IN STRICT CONFORMANCE WITH THE NY STATE BUILDING CODE. TIE NEW FIXTURES INTOEXISTING SANITARY SYSTEM WHEN POSSIBLE.
40. CONTRACTOR SHALL DETERMINE WHETHER THE EXISTING ELECTRICAL SERVICE IS SUFFICIENT TO SERVICE THENEW ADDITION AND SHALL NOTIFY THE OWNER ACCORDINGLY. ALL ELECTRICAL WORK SHALL BE BOARD OF FIREUNDERWRITER APPROVED. INSTALL AS PER OWNERS DIRECTION ANY AND ALL INTERCOM, TELEPHONE, AND OR TVANTENNAE WIRING IN WALLS PRIOR TO INSTALLATION OF WALLBOARD. ALL TEMPERATURE CONTROL WIRINGSHALL RUN CONCEALED IN WALLS, FLOORS, AND OR CEILINGS. VERIFY OUTLET, WITCH, AND LIGHTING LOCATIONSOWNER PRIOR TO INSTALLATION.
41. IF ANY INFORMATION IN THESE GENERAL NOTES CONFLICTS WITH THE SPECIFICATIONS, THE SPECIFICATIONSSHALL TAKE PRECEDENT.
42. SAFETY AND OSHA REQUIREMENTS:1. MAINTAIN ON SITE THE OSHA SAFETY MANUAL AND ALL REQUIRED SAFETY AND INJURY FIRST AIDEQUIPMENT.2. CONDUCT REGULAR SAFETY MEETINGS TO ENSURE THE SAFETY AND PERSONNEL USING THE OSHAGUIDELINES, CONSTRUCTION SAFETY ORDERS, INJURY AND ILLNESS PREVENTION PROGRAM (IIMP), PERSONAL KNOWLEDGE, TRAINING SESSIONS ETC. UNDER THE GENERAL DIRECTION OF THE CONTRACTOR.3. GENERAL CONTRACTOR MUST MAINTAIN RECORDS OF SAFETY MEETINGS TO VERIFY COMPLIANCEWITH IIPP, OSHA, GUIDELINES, CONSTRUCTION SAFETY ORDERS AND SAFETY RELATED REPORTS AND RESPONSE.
43. FLOOR JOIST SHALL BE TRUS JOIST INTERNATIONAL (OR EQUAL) I-JOIST FLOOR SYSTEMS SIZED PERSPECIFICATIONS HEREIN.
44. PVC VENT PIPES THAT PENETRATE THE ROOF SHALL HAVE A LEAD COATED COPPER SLEEVE THAT SHALL WRAPTHE PIPE AND TOP EDGE, AND BE PROPERLY FLASHED INTO THE ROOFING FINISH MATERIAL.
45. CONTRACTOR SHALL PROVIDE A MAHOGANY H-FRAME FOR THE ELECTRICAL SERVICE METERS AND ANY OTHEREQUIPMENT ON THE EXTERIOR OF THE BUILDING THAT REQUIRES MOUNTING BY CODE.
46. CONTRACTOR SHALL PROVIDE A MAHOGANY H-FRAME FOR THE NATURAL GAS HEADER AND EXTERIOR PIPINGAS REQUIRED SHOULD NATURAL GAS BE USED IN THE PROJECT. CONTRACTOR TO COORDINATE THE PIPING OF THENATURAL GAS SERVICE WITH THE PROPER AGENCIES AND SUPPLIERS PRIOR TO INSTALLING THE H-FRAME FOR THEHEADER.
47. MAIN PLUMBING DRAIN LINES FROM TOILETS, SINKS, BATH, OR SHOWERS SHALL BE CAST IRON. MAIN WASTELINE OUT TO SEPTIC SYSTEM SHALL ALSO BE CAST IRON.
48. CONTRACTOR SHALL HAVE THE PLUMBER INSTALL A 2" DRAIN PIPE FOR CONDENSATION OVERFLOW AT ALLAIR-HANDLING UNIT LOCATIONS. CONTRACTOR TO COORDINATE DRAIN PIPES IN SLAB PRIOR TO POURING THEBASEMENT SLAB FOR ALL UNITS IN BASEMENT AREA.
49. CONTRACTOR AND PLUMBER SHALL CONFIRM THAT NATURAL GAS SERVICE IS PROPERLY SIZED TOACCOMODATE THE BTU LEVELS REQUIRED BY THE APPLIANCE AND HVAC SPECIFICATIONS.
50. EXTERIOR TRIMS AND MOLDINGS SHALL BE VERSATEX OR AZEK PVC TRIM BOARDS. WOOD MOLDINGS ANDTRIM ARE NOT TO BE USED UNLESS SPECIFIED HEREIN.
51. WINDOW AND DOOR UNITS TO HAVE STAINLESS STEEL OR L.C.C. PANS AT EACH SILL LOCATION. THE INSIDEEDGE OF THE PAN SHOULD TURN UP 12" MINIMUM FROM BASE OF THE SILL FRAMING.
52. CONTRACTOR SHALL VERIFY IF A SECURITY SYSTEM IS REQUIRED BY THE OWNER, AND SHALL COORDINATEWIRING FOR THE APPROPRIATE DEVICES BEFORE INSTALLING WALL BOARD.
53. CONTRACTOR SHALL PROVIDE DRY-WELLS TO ACCOMMODATE THE RAIN WATER DRAINAGE FROM THE EDGESOF THE BUILDING AND ALL ROOF DRAINS OR LEADER LOCATIONS.
54. CONTRACTOR SHALL SEAL ALL ROOF SHEATHING JOINTS WITH BITUMINOUS ADHESIVE TAPE BEFORE LAYINGTHE UNDERLAYMENT OF THE ROOFING.
55. CONTRACTOR SHALL USE GRACE "VYCOR" OR EQUAL WEATHERPROOFING AROUND ALL DOOR AND WINDOWOPENINGS THAT OVERLAPS THE CUT IN THE BUILDING PAPER BY A MINIMUM OF 2".
56. CONTRACTOR SHALL USE AN UNDERLAYMENT OF 15 LB BUILDING PAPER UNDER ALL HARDWOOD FLOORSBEFORE INSTALLATION.
57. CONTRACTOR SHALL COORDINATE ELECTRICAL & HVAC SUB-CONTRACTORS TO ENSURE THAT ALL WIRINGWORK IS ACCOMODATED BETWEEN THE TWO TRADES, AND INCLUDED IN THE SCOPE OF WORK.
DRAWING TITLE
DESCRIPTION
DWG NO.
DRAWING LOG - FOR CONSTRUCTION
DATE OF ISSUE
COVER SHEET
2018-0323
A000
STRUCTURAL DESIGN SHALL CONFORM TO "CLIMATIC & GEOGRAPHICDESIGN DATA" PER R301.2 RCNYS. TO BE DESIGNED TO MEET 130mphWIND LOADS.
ALL PLANS AND STRUCTURAL DETAILS TO CONFORM TO THE 2015 IRCCODE WITH THE 2016 UNIFORM CODE SUPPLEMENT
SITE PLAN - PROPOSEDA001
A101 FOUNDATION PLAN
A200 ELEVATIONS
A400 INTERIOR ELEVATIONS
Siamak Samii Architect P.C.
115 Wyandanch Lane03/27/2018
A201 ELEVATIONS
EXISTING FLOOR PLANSA100
A102 FIRST FLOOR PLAN PLAN
A300 SECTIONS
A401 INTERIOR ELEVATIONS
A500 BASEMENT ELECTRICAL PLAN
A501 FIRST FLOOR ELECTRICAL PLAN
A600 MASTER BEDROOM FRAMING PLAN
A601 MASTER BEDROOM ROOF FRAMING PLAN
SN100 STRUCTURAL NOTES
SN101 STRUCTURAL NOTES
SN102 STRUCTURAL NOTES
SN103 STRUCTURAL NOTES
A700 POOL HOUSE SECTIONS
A701 POOL HOUSE ELEVATIONS
2018-0327
FOUND
CONC. MON.
FOUND
CONC. MON.
WIRE FENCE
WOOD GATE
WOOD FENCE
ELECTRIC METER
WOOD GATE POSTS
UTILITY POLE
EDGE OF PAVEMENT
WIR
E F
EN
CE
WIRE FENCE
EXISTING GRAVEL DRIVEWAY
HEDGE
HEDGE
HEDGE
EXISTING STONE
APRON
EXISTING LOCATION
OF POOL EQUIPMENT
EXISTING PATIO
PROPOSED
ADDITION
EXISTING 2 STORY HOUSE
EXISTING BRICK PATIO
EXISTING POOL
PROPOSED
POOL HOUSE
EXISTING DRIVEWAY
PROPOSED EDGED
BRICK PATIO
EXISTING COLUMNS
EXISTING POOL PATIO
LO
T C
OV
ER
AG
E
LOT AREA TOTAL: 39,100 SQFT
(FLAG AREA NOT INCLUDED)
ALLOWABLE LOT COVERAGE: 6,974 SQFT
(14% OF LOT AREA + 1,500 SQFT )
EXISTING POOL:
PROPOSED ADDITON:
PROPOSED POOL HOUSE:
1,001.74 SQFT
710.45 SQFT
TOTAL: 5,327.89 SQFT
PROPOSED LOT COVERAGE:
EXISTING HOUSE: 2,962.08 SQFT
653.62 SQFT
TOTAL PROPOSED: 5,327.89 SQFT
TOTAL ALLOWABLE: 6,974 SQFT
FIRST FLOOR:
SECOND FLOOR:
THIRD FLOOR:
2,762.37 SQFT
1,726.64 SQFT
829.52 SQFT
TOTAL GFA: 6,832.13 SQFT
LOT AREA TOTAL: 39,100 SQFT
GF
A
(FLAG AREA NOT INCLUDED)
EXISTING:
BASEMENT FLOOR: 1,513.60 SQFT
POOL HOUSE: 653.62 SQFT
TOTAL: 6,216.44 SQFT
PROPOSED:
FIRST FLOOR ADDITION: 710.45 SQFT
BUILDING TOTAL GFA:
BASEMENT FLOOR ADDITION: 576.40 SQFT
13,048.57 SQFT
SIAMAK SAMII ARCHITECT P.C.631-283-8754 23 CULVER HILL STREET, SOUTHAMPTON NY, 11968
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197.92'
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S 17%%D53'10" E
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155.98'
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FOUND
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CONC. MON.
MECHANICAL ROOM
21'-1'' - 18'-7''
GYM
34'-8'' x 15'-7''
TV ROOM
13'-7'' x 31'-10''
UP
STORAGE
STORAGE
7'-5'' x 6'-9''
PLAYROOM
20'-7'' x 14'-5''
UP
DN
UP
DN
ENTRY
BLUE STONE
PORCH
10' x 21'-6''
LIVING ROOM
35'-2'' x 16'
DINING ROOM
14' x 19'
STUDY ROOM
18'-2'' x 14'-3''
STEP
LAUNDRY
ROOM
6' x 7'
KITCHEN
21'-6'' x 14'-7''
GARAGE
27'-6'' x 24'-2''
POWDER
9'-6'' x 3'-5''
CL
OS
ET
5'-1
0'' x 2
'
ENTRY HALL
18'-7'' x 18'-5''
BRICK PATIO
42' x 11'
WET BAR
CL
OS
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6'-4
'' x 3
'
SIAMAK SAMII ARCHITECT P.C.631-283-8754 23 CULVER HILL STREET, SOUTHAMPTON NY, 11968
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SIAMAK SAMII ARCHITECT P.C.631-283-8754 23 CULVER HILL STREET, SOUTHAMPTON NY, 11968
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AREA OF PROPOSED ALTERATION / ADDITION
EXISTING BRICK PATIO ABOVE
BLUE STONE
STEPS
PROPOSED
TERRACE ABOVE
PROPOSED 8" CONCRETE
FOUNDATION WALL
ON 16" X 12" REINFORCED
FOOTING
EXISTING
STONE PORCH
ABOVE
EXISTING BILCO
EXIT FROM BASEMENT
TO BE REMOVED
EXISTING
BEAM ABOVE
EXISTING
LOWER CEILING
IN THIS AREA
EXISTING
LOWER CEILING
IN THIS AREA
PROPOSED STEPS
(3) 12" TREADS
(4) EQUAL RISERS
REMOVE EXISTING NON BEARING
CONCRETE, FRAME AND PATCH
WALLS
EXISTING
MECHANICAL ROOM
21'-2'' - 18'-7''
EXISTING TV ROOM
13'-7'' x 31'-10''
PROPOSED GYM
TILE ON SLAB
15' x 28'-8''
PROPOSED MOVIE THEATER
EXISTING
PLAYROOM
34'-8'' x 15'-7''
EXISTING
COLUMN TO REMAIN
PROPOSED SUMP
PUMP AREA
PROPOSED WINDOW
WELL AND PROVIDE
DRAINAGE
EXISTING STORAGE
UP
PROVIDE BASEMENT HVAC ZONE
FOR THEATRE AND GYM AREA
01
02
SHEETROCK CEILING IN
SHADED AREA.
03
04
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01
EXISTING BRICK PATIO ABOVE
PROPOSED
TERRACE ABOVE
PROPOSED 8" CONCRETE
FOUNDATION WALL
ON 16" X 12" REINFORCED
FOOTING
EXISTING BILCO
EXIT FROM BASEMENT
TO BE REMOVED
PROPOSED STEPS
(3) 12" TREADS
(4) EQUAL RISERS
REMOVE EXISTING NON BEARING
CONCRETE, FRAME AND PATCH
WALLS
PROPOSED GYM
TILE ON SLAB
15' x 28'-8''
PROPOSED MOVIE THEATER
EXISTING
COLUMN TO REMAIN
PROPOSED SUMP
PUMP AREA
PROPOSED WINDOW
WELL AND PROVIDE
DRAINAGE
EXISTING STORAGE
UP
01
02
SHEETROCK CEILING IN
SHADED AREA.
03
04
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1 0 1
108 1 1 2
102
106107108109
103
105
104
106 107
A300
A
A300
A
A300
B
A300
B
A300
C
A300
C
STEP
PROPOSED
CLOSET
PROPOSED
MASTER
BEDROOM
PROPOSED
MASTER BATH
ENTRY HALL
18'-7'' x 18'-5''
PORCH
UP
EXISTING BRICK PATIO TO REMAIN
BLUE STONE
STEPS
BLUE STONE
EXISTING
EXISTING BILCO DOOR TO
BE REMOVED
EXISTING BLUE STONE PATIO
LIVING ROOM
35'-2'' x 16'
DINING ROOM
14' x 19'
LAUNDRY
ROOM
6' x 7'
KITCHEN
21'-6'' x 14'-7''
GARAGE
27'-6'' x 24'-2''
POWDER
9'-6'' x 3'-5''
CLO
SE
T
5'-10'' x 2'
USE EXISTING WINDOWS
FROM FAMILY ROOM
USE EXISTING WINDOWS
FROM FAMILY ROOM
PROPOSED
CLOSET
PROPOSED
CLOSET
PROPOSED
SHOWER
CATHEDRAL CEILING
DOWN
UP
DOWN
AREA OF PROPOSED ALTERATIO/ADDITION
DOOR REMOVED
FROM LIVING ROOM
TO BACK PORCH
10
91
10
11
1
102 103104
101
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1 0 1
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106107108109
103
105
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106 107
A300
A
A300
B
A300
B
A300
C
PROPOSED
CLOSET
PROPOSED
MASTER
BEDROOM
PROPOSED
MASTER BATH
EXISTING BRICK PATIO TO REMAIN
EXISTING BILCO DOOR TO
BE REMOVED
LAUNDRY
ROOM
6' x 7'
KITCHEN
21'-6'' x 14'-7''
POWDER
9'-6'' x 3'-5''
CLO
SE
T
5'-10'' x 2'
USE EXISTING WINDOWS
FROM FAMILY ROOM
USE EXISTING WINDOWS
FROM FAMILY ROOM
PROPOSED
CLOSET
PROPOSED
CLOSET
PROPOSED
SHOWER
DOWN
UP
DOWN
AREA OF PROPOSED ALTERATIO/ADDITION
DOOR REMOVED
FROM LIVING ROOM
TO BACK PORCH
10
91
10
11
1
1 02 103104
101
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BOTTOM OF PROPOSED ROOF EL. 8'-5''
TOP OF PROPOSED WINDOW
EL. 7'-6''
TOP OF FIRST FLOOR
EL. 0'-0''
TOP OF PROPOSED ROOF
EL. 17'-1''
TOP OF GROUND
EL. -1'-6''
BOTTOM OF PROPOSED WINDOW
EL. 1'-11''
USE EXISTING WINDOWS
REMOVED FROM FAMILY ROOM
PROPOSED WINDOWS TO
MATCH EXISTING
PROPOSED RED CEDAR SHINGLES
ROOF TO MATCH EXISTING
PROPOSED RED CEDAR SHINGLES
TO MATCH EXISTING HOUSE
PROPOSED ADDITION FOR
EXISTING PATIO
PROPOSED LOCATION FOR
EXISTING WINDOW FROM
FAMILY ROOM
BOTTOM OF PROPOSED ROOF
TOP OF PROPOSED WINDOW
EL. 6'-11''
TOP OF FIRST FLOOR
EL. 0'-0''
TOP OF PROPOSED ROOF
EL. 17'-1''
TOP OF GROUND
EL. -1'-6''
BOTTOM OF PROPOSED WINDOW
EL. 1'-10"
TOP OF PROPOSED ROOF
EL. 11'- 0
1
2
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SIAMAK SAMII ARCHITECT P.C.631-283-8754 23 CULVER HILL STREET, SOUTHAMPTON NY, 11968
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BOTTOM OF PROPOSED ROOF EL. 8'-5''
TOP OF PROPOSED DOOR TO MATCH EXISTING
EL. 7'-6''
TOP OF FIRST FLOOR
EL. 0'-0''
TOP OF PROPOSED ROOF
EL. 17'-1''
PROPOSED 6' FRENCH
DOOR
PROPOSED NEW WINDOW
RELOCATED EXISTING
COLUMN
BOTTOM OF EXISTING ROOF
EL. 8'-5
1
2
"
TOP OF FIRST FLOOR
EL. 0'-0''
TOP OF SECOND FLOOR
EL. 18'- 11
1
2
"
BOTTOM OF PROPOSED ROOF
TOP OF PROPOSED WINDOW
EL. 6'-11''
TOP OF FIRST FLOOR
EL. 0'-0''
TOP OF PROPOSED ROOF
EL. 17'-1''
TOP OF GROUND
EL. -1'-6''
BOTTOM OF PROPOSED WINDOW
EL. 2'-1"
TOP OF GROUND
EL. -1'-6''
TOP OF EXISTING ROOF
EL.
TOP OF CHIMNEY
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AutoCAD SHX Text
31'
AutoCAD SHX Text
EL. 37'-7"
PERFECTION
SHINGLES W/ 6"
EXPOSURE
CEDAR ROOF SHINGLE
RIDGE VENT
15
'-6
1 2
"
9'-8
"
8'
15
'-1
0"
PERFECTION
SHINGLES W/ 6"
EXPOSURE
CEDAR ROOF SHINGLE
RIDGE VENT
15'-6
1 2
"
9'-8"
8'
15'-10"
15
'-6
1 2
"
9'-8
"
8'
15
'-1
0"
15
'-6
1 2
"
9'-8
"
8'
15
'-1
0"
ENTRY DOOR
EXTERIOR
16'-0" WOOD / GLASS
LOCATION
F I R S T F L O O R
POOL HOUSE DOORS
MANUFACTURER MATERIAL DOOR COLOR GLAZING MODEL NUMBER REMARKSTYPESIZE
101 8'-0" WOOD DOOR W/ GLASS - ULTIMATE SLIDING FRENCH DOOR
STORAGE ROOM
BATHROOM 2'-4" 8'-0"** DOUBLE WOOD DOOR
LH
RH/ LH WOOD
2'-6"
SIZE TO MATCH EXISTING HEIGHT
INTERIOR
102
103
WHITEMARVIN
WHITE
WHITE
SIZE TO MATCH EXISTING HEIGHT
SIZE TO MATCH EXISTING HEIGHT8-0" WOOD DOOR WOOD
Height
Symbol
Width
FRAME Sizes
101
HardwareManufacturer
Model NumberWINDOWS
LOCATION
102
BATHROOM
NOTE
2'-0"
3'-5"
103
104
105
106
107
108
2'-6"
BAR
5'-5"
MARVIN
3'-3" 4'-6"
MARVIN
POOL HOUSE WINDOWS
109
SEATING ROOM
NOT USED
SEATING ROOM
SEATING ROOM
2'-0" 2'-6"SHOWER
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
MARVIN
** HEIGHT 8'
** HEIGHT 8'
** HEIGHT 8'
** HEIGHT 8'
** HEIGHT 8'
** HEIGHT 8'
** HEIGHT 8'
** HEIGHT 8'
** HEIGHT 8'
3'-5" 5'-5"
7'-5" 5'-5"
SEATING ROOM 3'-5" 5'-5"
SEATING ROOM 3'-5" 5'-5"
SIAMAK SAMII ARCHITECT P.C.
IT
IS
A
V
IO
LA
TIO
N O
F T
HE
LA
W F
OR
A
NY
P
ER
SO
N
TO
A
LT
ER
A
NY
IT
EM
O
N T
HIS
D
RA
WIN
G U
NLE
SS
AU
TH
OR
IZ
ED
B
Y T
HE
A
RC
HIT
EC
T.
ON
LY
C
OP
IE
S O
F T
HE
O
RIG
IN
AL O
F T
HIS
DR
AW
IN
G M
AR
KE
D W
IT
H T
HE
A
RC
HIT
EC
T'S
R
ED
IN
KE
D S
EA
L O
R H
IS
E
MB
OS
SE
D S
EA
L S
HA
LL
BE
C
ON
SID
ER
ED
T
O B
E V
ALID
T
RU
E C
OP
IE
S.
DR
AW
IN
G C
OP
YR
IG
HT
2007.
PROJECT:
DRAWING:
SEAL :DATE:NO. REVISION:
23 M
AR
CH
2018
SHEET
A702
a
2" X 10" RIDGE BEAM
CEDAR ROOF SHINGLES 5 1/2" EXPOSURE
ON 5/4"X4" LATH
OVER 15# ROOF FELT
CEDAR BREATH
1/2" CDX PLYWOOD SHEATHING
2" X 8" ROOF RAFTERS @ 16" O.C.
2" X 10" RIDGE BEAM
8'
8'
PROPOSED POOL HOUSE BATH
PROPOSED POOL HOUSE BAR
9'-10"
8"
8
"
9'-10"
12
7
9'-10"
3'-9"
6'
14'-8
1 2
"
15'-6
1 2
"
6'-1
1 2
"
5'
8'
8'
PROPOSED STORAGE
9'-8"
15'-6
1 2
"
9'-8"
15'-10"
10
"
9'-1
0"
8'
9'-1
0"
8'
8'
15
'-6
1 2
"
9'-8
"
12
'-7
1 2
"
9'-1
0"
15
'-1
0"
3'-5
1 2
"
101
106
105
1 0 1
103
102
108
103
102
109
107
7'-4
9
16
"
SIAMAK SAMII ARCHITECT P.C.
IT
IS
A
V
IO
LA
TIO
N O
F T
HE
LA
W F
OR
A
NY
P
ER
SO
N
TO
A
LT
ER
A
NY
IT
EM
O
N T
HIS
D
RA
WIN
G U
NLE
SS
AU
TH
OR
IZ
ED
B
Y T
HE
A
RC
HIT
EC
T.
ON
LY
C
OP
IE
S O
F T
HE
O
RIG
IN
AL O
F T
HIS
DR
AW
IN
G M
AR
KE
D W
IT
H T
HE
A
RC
HIT
EC
T'S
R
ED
IN
KE
D S
EA
L O
R H
IS
E
MB
OS
SE
D S
EA
L S
HA
LL
BE
C
ON
SID
ER
ED
T
O B
E V
ALID
T
RU
E C
OP
IE
S.
DR
AW
IN
G C
OP
YR
IG
HT
2007.
PROJECT:
DRAWING:
SEAL :DATE:NO. REVISION:
23 M
AR
CH
2018
SHEET
A700
AutoCAD SHX Text
BATHROOM
AutoCAD SHX Text
POOL HOUSE SEATING ROOM (CATHEDRAL CEILING)
AutoCAD SHX Text
BAR
AutoCAD SHX Text
STORAGE
