Reynold Mclean Portfolio by Reynold Mclean

COVER PAGE

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A1 A302

TOP OF BUILDING EL. + 43'-9 1/2"

2'-93 8"

TOP OF BUILDING EL. + 43'-9 1/2"

TOP OF ROOF EL. + 41'-0 1/8"

5" 10'-28

10'-25" 8

TOP OF ROOF EL. + 41'-0 1/8"

THIRD FLOOR EL. + 30'-9 1/2"

1" 10'-24

THIRD FLOOR EL. + 30'-9 1/2"

SECOND FLOOR EL. + 20'-7 1/4"

1" 10'-24

SECOND FLOOR EL. + 20'-7 1/4"

PARLOR 1ST FLOOR EL. + 10'-5"

9'-8"

PARLOR 1ST FLOOR EL. + 10'-5"

9'-8"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

STREET LEVEL EL. + 0'-9"

GARDEN FLOOR EL. + 0'-9"

8'-33 4"

GARDEN FLOOR EL. + 0'-0"

CELLAR FLOOR EL. + 8'-3 1/2"

A1 FRONT ELEVATION

1/4"=1'-0"

CELLAR FLOOR EL. 8'-3 1/2"

A2 REAR ELEVATION

1/4"=1'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

REYNOLD MCLEAN

CONSTRUCTION DOCUMENT PORTFOLIO COURSE WORK: 2008-2013

TABLE OF CONTENTS [ARCH 200] Exhibition Hall

�� 1

Isometric View, Foundation, Construction and Roof Framing Plans Elevations, Building Sections and Wall Sections

��1

��2

Details, Partition Type, Door Schedule and Kitchen Elevation

��3

15 Story Skyscraper :ARCH 2400 �� 4 Construction Documents[Plot-Plans and Floor Plans] ��4 Elevations, Sections, and Stair Details

��5

Types of Conditions. ��6 Basement and Structural Framing Plan

��7

[ARCH: 2300] Brownstone Renovation �� 8 Zoning Map, Plumbing Riser Diagram, Site plan, Symbols, and Abbreviations Demolition Plans, Floor-Plans and Elevations

��8

��9

Building Section, Enlarge an Interior Details ��10 Reflected Ceiling an Electrical plans

��11

Schedules, Window and Door Types and Details

��12

Resume.................... �� 13 Credentials.............. ��13

Reynold Mclean | Archinect

http://archinect.com/reynoldmclean

http://kaywa.me/J4mSK

[ARCH 200] Exhibition Hall

Isometric View, Foundation, Construction and Roof Framing Plans

ISOMETRIC VIEW

Page:1

Elevations, Building Sections and Wall Sections

Page:2

Details, Partition Type, Door Schedule and Kitchen Elevation

Page:3

15 Story Skyscraper :ARCH 2400

Construction Documents[Plot-Plans and Floor Plans]

EAST 46TH STREET

EAST 47TH STREET

This course requires students to demonstrate an ability to create professional quality construction documents as if in an office environment. It will provide students with the opportunity to generate original work as it relates to production of construction documents and architectural details. Upon completion of this course, students will be able to assemble a set of construction documents for a core and shell renovated 15-story skyscraper, identify and analyze components and details of the skyscraper, and be versed with regards to curtain wall types, design, detailing and terminology.

FIRST FLOOR PLAN

2 HAMMARSKJOLD PLAZA 16S BLOCK 1339 LOT: 1101-1021 ZONING MAP: 8D

2ND AVENUE

PLOT PLAN

Page:4

TYPICAL FLOOR PLAN

Elevations, Sections, and Stair Details

WEST ELEVATION

NORTH ELEVATION

TYP STAIR PLAN:2-15

STAIR SECTION

MID STAIR PLAN

NORTH-SOUTH SECTION

EAST-WEST SECTION

BASEMENT STAIR PLAN

ENLARGE STAIR SECTION

Page:5

Types of Conditions

WINDOW SILL CONDITION @ FLOOR SLAB

SOFFIT CONDITION

FOUNDATION CONDITION

WINDOW HEAD CONDITION

PARAPET CONDITION

Page:6

CORNER CONDITION

WINDOW SILL CONDITION

WINDOW JAMB CONDITION

Basement and Structural Framing Plan

BASEMENT PLAN

STRUCTURAL FRAMING PLAN

Page:7

[ARCH: 2300] Brownstone Renovation

159 UNDERHILL AVE BROOKLYN N.Y. 11238

Zoning Map, Plumbing Riser Diagram, Site plan, Symbols, and Abbreviations DUCED BY AN AUTODESK EDUCATIONAL PRODUCT

BLOCK:116 LOT:11

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. SHAFER DESIGN CONCEPTS PARLEE ENGINEERING 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36. 1 " STEEL BEAMS ARE DESIGNED FOR AN EXTREME FIBER STRESS OF 24,000 PSI 18'-816 2. STRUCTURAL 369 CONGRESS ST 241 A ST STE 220 FOR COMPACT SECTIONS AND 22,000 PSI FOR NON-COMPACT SECTIONS. BOSTON, MA 02210 3. THE STEEL CONTRACTOR SHALL FILE AN AFFIDAVIT WITH THE N.Y.C. D.O.B. PRIOR TO BOSTON, MA 02210 ISSUANCE OF PERMIT CERTIFYING THAT THE STRUCTURAL STEEL MEETS THE REQUIREMENTS TEL: 617. 862. 6667 TEL: 617. 445. 8686 OF N.Y.C. BUILDING CODE & THE SPECS. 4. ALL STEEL WORK SHALL BE PERMANENTLY CONNECTED BEFORE WALLS ADDED. 5. ALL SHOP AND FIELD CONNECTIONS TO BE STANDARD 3/4" DIAMETER AND MAY BE MACHINE BOLTED EXCEPT WHERE H.S. BOLTS OR WELDING ARE SPECIFIED OR REQUIRED. 6. STEEL BEAMS BEARING ON MASONARY SHALL BE PROVIDED WITH STANDARD ANGLE AXION ENGINEERS STARLIGHT ELECTRIC ANCHORS & BEARING PLATES. FRIEND ST STE 1 295 HUNTINGTON AVE 7. ALL WELDING TO BE DONE BY CERTIFIED WELDERS AND AS PER AWS SPECIFICATIONS165 & RULES OF THE BS&A. WELDING TO BE CERTIFIED AND SUPERVISED BY A LICENSED BOSTON, MA 02114 SUIT #305 PROFESSIONAL ENGINEER. TEL: 617. 245. 6693 BOSTON, MA 02115 8. ALL STEEL COLUMNS & BEAMS EXPOSED BELOW LEVEL OF FIREPROOF CONCRETE ARCHES SHALL BE PROTECTED WITH 2-HR FIREPROOFING AS REQUIRED BY THE BLDG. CODE. TEL: 617. 652. 9996 9. ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH CURRENT AISC SPECIFICATIONS & WITH THE N.Y.C. BUILDING CODE AND SHALL RECEIVE ONE SHOP COAT AND FIELD TOUCH-UP COAT OF RUST INHIBITING PAINT. BELLAIR EXPEDITING ANDREW BROWN 10. BEFORE PROCEEDING WITH FABRICATION AND ERECTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL. 117 BUSINESS ST 1 WALNUT ST 11. THE SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION OF A LICENSED BOSTON, MA 02136 BOSTON, MA 02108 PROFESSIONAL ENGINEER WHO SHALL CERTIFY TO THE OWNER OF THE DESIGN ADEQUACY OF THE CONNECTIONS. TEL: 617. 556. 2356 TEL: 617. 639. 9687 12. THE REVIEW OF SHOP DRAWINGS SHALL NOT BE CONSTRUCTED AS A COMPLETE CHECK BUT WILL INDICATE ONLY THAT GENERAL METHOD OF CONSTRUCTION AND DETAILING IS SATISFACTORY. REVIEW OF SUCH DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR ERRORS OF FABRICATION WHICH MAY EXIST AS THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIMENSIONS AND DESIGN OF ADEQUATE CONNECTIONS, DETAILS AND FOR THE CORRECT FITTING OF THE STRUCTURAL MEMBERS. 13. ALL WOOD BEAMS SHALL BE BRIDGED AS PER SECTION C26-1006.6 (C) BUILDING CODE ON LINE OF "X" BRIDGING FOR EACH B SPAN. BRIDGING SHALL BE 1-1/4" X 3" LUMBER. 14. ALL WOOD BEAMS BEARING ON STEEL SHALL HAVE A MINIMUM BEARING OF 2" AS PER SECT. C26-1006.6 (C) OF THE N.Y.C. BUILDING CODE. 15. ALL WOOD BEAMS AND JOISTS SHALL BE SEPERATED FROM BRICK COMPACTOR CHUTE AND CHIMNEY WALLS BY 4" MINIMUM AND SHALL BE FIRESTOPPED AT THESE 4" SEPERATIONS WITH SOLID COMCRETE FILL. 16. ALL NEW WOOD BEAMS TO BE NEW DOUGLASS FIR #2, OF SIZE ANS SPACING INDICATED ON PLANS & DETAILS OR MATCHING EXISTING, (Fb = 1450, E = 1,500,000). 17. ALL WOOD BEAMS BEARING ON MASONARY SHALL HAVE A MINIMUM BEARING OF 4". 18. EXISTING CONSTRUCTION SHALL BE CHECKED FOR MASONARY ANCHORS, BRIDGING, ETC. WHERE THESE ITEMS ARE MISSING OR DEFECTIVE, PROVIDE NEW ANCHORS, BRIDGING, ETC. IN ANY EVENT ALL FRAMING LUMBER SHALL BE PROVIDED WITH 1-1/4" X 1-1/4" STEEL WALL ANCHORS AT 4'-0" O.C. FASTENED TO THE JOISTS. 19. PROVIDE DOUBLE JOISTA AT ALL BATHTUBS PARALLEL TO JOISTS. DN 20. THE ENDS OF ALL WOOD BEAMS BEARING ON CONCRETE OR MASONARY WALLS SHALL BE NAME: FIRE CUT AS IN SECT. C26-1006.5 BUILDING CODE. BEVEL TO BE 3" IN THE DEPTH OF THE BEAM. 21. ALL WOOD BEAMS SHALL BE ANCHORED AS PER SECT. 9.5 OF RS 10-1 OF THE BUILDING CODE. 22. NOTCHES WHERE REQUIRED IN THE ENDS OF THE WOOD BEAMS NOT TO EXCEED 1/4 OF No. Date Revision THE DEPTH OF THE BEAM. 23. FOR CURRENT JOIST REPLACEMENT TABLES AND INFORMATION REFER TO DRAWINGS S-101. 05/27/2011 24. THE CONTROLLED CONCRETE TO BE USED SHALL CONFORM TO THE MATERIALS USED AND THEIR PROPORTIONS OF THE APPROVED DESIGN MIXED OBTAINED AS THE RESULT OF THE SLPOPE OF ROOF PRELIMINARY TEST. THE AVERAGE OF ANY 3 CONSECUTIVE STRENGTH TESTS OF THE 1 4 ":12" LABORATORY CURED CYLINDERS REPRESENTING EACH CLASS OF CONCRETE SHALL BE EQUAL TO OR GREATER THAN SPECIFIED STRENGTH F'C, AND NOT MORE THAN 10% OF THE STRENGTH 4 STORY BULDG TESTS SHALL SHOW STRENGTH LESS THASN 85% F'C. THE USE OF ANY ADDITIVES NOT 43'-0 21" PRESENT IN THE PRELIMINARY TEST MIX IS PROHIBITED. CONCRETE TO BE MIXED AND PLACED AS SPECIFIED IN RS 10-3. 25. REPRESENTATIVE TEST CYLINDERS WILL BE TAKEN FROM THE CONCRETE OF EACH STRENGTH PLACED EACH DAY AT THE RATE OF AT LEAST THREE CYLINDERS FOR EVERY ONE DAY'S POURING. BUT NO LESS THAN THREE CYLINDERS FOR EACH 50 CU. YDS. OF EACH STRENGTH PLACED IN THE STRUCTURE. EACH CYLINDER WILL BE IDENTIFIED BY A LETTER OR NUMBER, OR A COMBINATION OF THE TWO, IN CONSECUTIVE ORDER. THESE CYLINDERS SHALL BE MADE AGED, AND TESTED AS SPECIFIED IN SECT. C26-1004.3. IN ADDITION, ONE SET OF CYLINDERS EACH DAY FOR EACH STRENGTH OF CONCRETE PER 150 YDS. SHALL BE TAKEN OUT OF THE BUCKET, HOPPER OR FORMS AS DIRECTED BY THE ENGINEER DESIGNATED FORKey Plan: CONTROLLED INSPECTIONS. TEST REPORTS OF CONCRETE TEST CYLINDERS WILL BE FILLED WITHIN 10 DAYS AFTER RECEIPT FROM THE APPROVED TESTING LABORATORY. PL PL 26. ALL CONTROLLED CONCRETE SHALL BE 3,000 PSI. 27. NO CONTROLLED CONCRETE SHALL POURED UNTIL THE PRELIMINARY TEST REQUIRED BY SECT. C26-1004.3 HAVE BEEN MADE REPORTS THEREOF FILED WITH THE BUILDING DEPARTMENT ON FORM 10B AND APPROVAL THEREOF OBTAINED. 28. ALL REINFORCING STEEL SHALL BE ASTM A515 GRADE 40. 29. WELDED WIRE FABRIC TO CONFORM TO ASTM A185 AND HAVE AN ULTIMATE TENSILE STRENGTH OF 72,000 PSI MINIMUM. 30. EXISTING MASONARY SHALL BE REPOINTED, REPAIRED AND REPLACED AS REQUIRED TO SECURE STRUCTURAL INTEGRITY AND STABILITY. RESTORE OR REPLACE ANCHORS, OR CONNECTIONS AT CORNERS AND INTERSECTING WALLS WHERE CORNERS OR INTERSECTING WALLS SHOW SIGNS OF DISTRESS. TRUE A1 A1 31. MASONARY: NORTH A401 A301 A. HOLLOW LOAD BEARING CONCRETE BLOCK MASONARY UNITS TO BE ASTM C90 GRADE NI, F'm=860 PSI. B. SOLID LOAD BEARING CONCRETE BLOCK MASONARY UNITS TO BE ASTM C145 GRADE NI, F'm=900 PSI. C. BRICK SHALL COMFORM TO ASTM C216 WITH A MINIMUM UNIT COMPRESSIVE STRENGTH OF 10,000 PSI. F'm=2,900 PSI. D. MORTER IN ALL BEARING WALLS TO BE ASTM C270 TYPE S, CONSISTING OF 1/2 PART PROJECT NORTH PORTLAND CEMENT, 1 PART MASONRY CEMENT, AND 2-1/4 TO 3 PARTS SAND. E. ALL WALLS TO BE BONDED WITH PREFABRICATED JOINT REINFORCEMENT, FILL COLLAR •• • ••• • • •••••••••• JOINTS WITH MORTAR. 1/4"=1'-0" A1/A101 32. STRUCTURAL DRAWINGS ARE TO BE WORKED WITH THE ARCHITECTURAL AND MECHANICAL DRAWINGS, AND ALL DISCREPANCIES ARE TO COORDINATED WITH THE ARCHITECT. PL PL 33. THE CONTRACTOR IS TO BE RESPONSIBLE FOR ADHERING TO ALL APPLICABLE CODES AND EXIST'G CONC SIDE WALK REGULATIONS AND SHALL THOROUGLY FAMILIARIZE HIMSELF WITH THEM. 34. THE ENGINEER, ALVIN FICHER & ROBIN REDLIEN P.C. HAS NOT BEEN RETAINED TO PERFORM FIELD SUPERVISION. 35. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND REPORT ALL DISCREPANCIES TO Lot # 1 THE ARCHITECT. THIS IS IMPERATIVE! EXISTING CONDITIONS ARE NOT GUARANTEED. Block # ACCURATE DIMENSIONS HAVE NOT BEEN TAKEN. 36. CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING AND TAKE THE NECESSARY RJJM ARCHITECT PRECAUTIONS DURING DEMOLITION ALTERATION, AND CONSTRUCTION AS REQUIRED TODesigner: INSURE THE STABILITY AND SAFETY OF THE PARTS OF BUILDING TO REMAIN, CONTRACTOR R. MCLEAN Project Architect/Engineer: SHALL MAKE SAFE ALL FLOORS, SIDEWALKS, AND ADJOINING PROPERTY AS JOB CONDITIONS WARRANT, AND SHALL ASSUME ALL RESPONSIBILITY FOR SAFETY OF WORKERS AND PUBLIC. 37. ALL SHORING TO BE DONE BY A LICENSED SHORER AND SUBJECT TO CONTROLLED Drawn by: R. MCLEAN INSPECTION. SHORING DRAWINGS TO BE SUBMITTED TO THE ARCHITECT FOR APPROVAL. 38. THE FOLLOWING ITEMS ARE SUBJECT TO CONTROLLED INSPECTION: : Checked by: A. WELDING AND/OR H.S. BOLTS B. SHORING C. CONCRETE Project: 39. CONTRACTOR SHALL PROPERLY SHORE, UNDERPIN AND MAKE SAFE ALL FLOORS AND BEARING WALLS AS REQUIRED BY JOB CONDITIONS. 40. REPLACE ALL BEAMS AND FLOOR JOISTS WITH NEW AS SHOWN ON DRAWINGS OR AS REQUIRED. 41. PROVIDE METAL BRIDGING, MIN 8'-0" O.C. FOR ALL WOOD JOISTS.

URING

ES AND

S FORM

ATER OR HE OWNER. THE

W PRIOR TO TITUTION IS VE THE

TUB STREET LEVEL EL. +0'-9" GARDENSITE FLOORSAFETY & EL. +0'-0"

SINK

1 21"

4" PROTECTION 4"

1. SUBMIT TO THE ARCHITECT FOR REVIEW A SITE SAFETY PLAN(S) PREPARED AND SIGNED BY A NEW YORK CITY LICENSED SITE SAFETY MANAGER. THE PLAN(S) SHALL BE COMPLETE, REFLECTING THE ENTIRE SITE AND SHALL SHOW ANY PHASED PROTECTION. 2. THE SITE SAFETY PLAN(S) SHALLBOILER INCLUDE, BUT SHALL NOT BE LIMITED TO, NOTES, SIDEWALK BRIDGES, FENCES, EGRESS, SCAFFOLDING, FIRE PROTECTION ETC. THEY SHOULD ADDRESS ANY POTENTIAL INTERACTION BETWEEN THE BUILDING OCCUPANTS AND GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. 3. ALL BUILDING EGRESS DOORS SHALL REMAIN ACCESSIBLE DURING CONSTRUCTION UNLESS AN ALTERNATIVE EGRESS PLAN IS PROVIDED FOR THE OCCUPANTS; OR THE WORK MUST BE PERFORMED WHEN THE BUILDING IS UNOCCUPIED. EXISTING HOUSE 4. SEE SPECIFICATION SECTION S01535 FOR DETAILS. BASEMENT LEVEL 5. NO WORK MAY PROCEED UNTIL SITE SAFETY PLANS ARE APPROVED BY THE AUTHORITY. 3/4" EL. -8'-3 6. AS A MINIMUM, PROVIDE SIDEWALK BRIDGING AROUND THE PERIMETER OF THE BUILDING DRAIN AND AT ALL PAVED AREAS. 4" 7. CONTRACTOR SHALL PROTECT ALL EXISTING SURFACES AND ITEMS THAT ARE4" TO REMAIN, INCLUDING PROTECTION OF ADJACENT PROPERTIES FROM ALL OVERHEAD WORK. 8. ALL CONSTRUCTION FENCES SHALL BE NO MORE THAN 3-FEET OUTSIDE THE PROPERTY LINE. IF CONTRACTOR MUST INTRUDE BEYOND 3-FEET, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING ROOFS AND PARAPETS AND PROPERTIES AT ALL TIMES DURING THE WORK OF THIS CONTRACT. CONTRACTOR TO VERIFY ANY AND ALL TEMPORARY LOADING OF EXISTING ROOFS WITH NYS LICENSED P.E. & EXIST. ROOF MANUFACTURER PRIOR TO SUCH LOADING.

A -05 PLUMBING RISER DIAGRAM A1 NOTES

NO SCALE

Page:8

NO SCALE

13" 16'-216 3" 11'-816

NEW KITCHEN SPECIAL

INSPECTIONS

1 18'-8 16 "

SPECIAL INSPECTIONS REQUIRED IN ACCORDANCE WITH SECTION 27-132 AND THE APPLICABLE SECTIONS OF THE BUILDING CODE ARE LISTED IN THE FOLLOWING TABLES: THE CONTRACTOR MUST NOTIFY THE ARCHITECT OR ENGINEER FOR CONTROLLED INSPECTIONS AT LEAST 72 HOURS BEFORE THE SPECIFIC WORK COMMENCES. THE "AUTHORITY" SHALL BE RESPONSIBLE FOR THE FOLLOWING CONTROLLED INSPECTIONS: REINFORCED MASONRY UNREINFORCED MASONRY WELDING OPERATIONS

27-586 TABLE 10-2 27-586 TABLE 10-2 27-616

NEW THE "CONTRACTOR" SHALL BE RESPONSIBLE FOR THE FOLLOWING CONTROLLED INSPECTIONS: KITCHEN STRUCTURAL STABILITY

1 RCNY 16-01

REQ. INSPECTIONS AND TESTS OF MATERIALS DESIGNATED FOR "CONTROLLED INSPECTION" BY THE CONTRACTOR SHALL BE MADE UNDER THE DIRECT SUPERVISION OF A LICENSED ARCHITECT OR ENGINEER RETAINED BY OR ON THE BEHALF OF THE CONTRACTOR WHO SHALL BE ACCEPTABLE TO THE ARCHITECT OR ENGINEER WHO SUPERVISED THE PREPARATION OF THE PLANS.

DOOR NOTES PL

1. ALL EXTERIOR DOORS INCLUDING BULKHEAD DOORS INSTALLED UNDER THIS CONTRACT SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS. AS PER ANSI 117.1. 2. BULKHEAD DOORS SHALL HAVE A MINIMUM 3/4 HOUR FIRE RATING. 3. THE HARDWARE FOR EXTERIOR DOORS SHALL BE PANIC AND HANDICAPPED ACCESSIBLE HARDWARE.

WINDOW NOTES

UNDERHILL AVE

A -04 SITE PLAN

ABBREVIATIONS A E

EXIST'G CONC SIDE WALK

SCOPE OF WORK FOR WINDOW REMOVAL, NEW FLASHING AND BLOCKING REPLACEMENT WORK INCLUDES BUT IS NOT LIMITED TO: EXISTING 1. REMOVE ALL EXISTING WINDOWS WHERE INDICATED IN THE DWGS. CONTRACTORS TO PROVIDE SHOP DRAWINGS FOR ALL NEW WINDOWS PRIOR TO COMMENCEMENT OF WINDOW C.O. INSTALLATION WORK. 2. ALL EXISTING BLOCKING TO BE REMOVED AND REPLACED WITH NEW PRESSURE TREATED WOOD. EXISTING BLOCKING INCLUDES OLD WOOD, MECHANISMS, AND PREVIOUS FLASHING REPAIRS INCLUDED INJECTED POLYEURETHANE GROUT. 3. INSTALL NEW CONTINUOUS ELASTOMERIC MEMBRANE OVER NEW BLOCKING AND ALL AROUND OPENING AS DESCRIBED IN THE CONTRACT DOCUMENTS. 4. REMOVE ALL EXISTING CLIPS AND PROVIDE NEW CLIPS AND CLIPPING SYSTEM ALL AROUND WINDOW OPENINGS. NEW CLIPS SHALL BE CONTINUOUS AND SHALL BE INSTALLED OVER THE NEW ELASTOMERIC FLASHING AND SECURED TO NEW WOOD BLOCKING. 5. INSTALL NEW WINDOWS

1/8"=1'=0"

REFERENCE SYMBOLS: 90'-0"

S FROM ANY

27'-11"

OOR PLAN EAS WITHIN DAYS WORK

42'-1"

RATED

PED AS PER IS

REYNOLD MCLEAN

B C

O P Q R

S KERTH MCLEAN D N HOUSE PROPOSED DWEELING

Address:

AXION 165 FR BOSTO TEL: 6

BELLA 117 BU BOSTO TEL: 6

NAME:

REYNO No.

G20 DETAIL_TITLE

H J,K L

Key Plan:

TRUE NORTH

PROJECT NORTH •• • ••• • • •

Block #

Designer:

Project A

Drawn by Checked

A1 A302

Drawing Title:

Project:

PR Address:

THIRD FLOOR EL. +31'-6"

Drawing T

Drawing S

AS SH

T U V W X,Y,Z

A2 ST. LEGENDS, AND ABBREVIATIONS VINCENT & SYMBOLS THE GRENADINES

NO SCALE

Consulta

SHAFE 369 CO BOSTO TEL: 6

15'-0"

RACT WORK. ADE AND R, RETAINED ND THE E GENERAL

ELECTRICAL LEGEND

5'-0"

ON THESE L MOVE ALL

LEGEND

90'-0"

TEM OR

42'-1"

MPORARY TO MATCH

15'-0"

SHALL BE TURAL,

1. WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. THIS APPLICATION IS FILED UNDER 2008 CODE FOR COMPLIANCE WITH CHAPTERS 1, 17 & 33 REGARDING ADMINISTRATION, INSPECTION AND SAFETY REQUIREMENTS. AVAILABLE RECORDS INDICATE THAT THIS BUILDING WAS CONSTRUCTED APPROXIMATELY IN _____. ALTERATIONS ARE DONE IN ACCORDANCE WITH THE CODE APPLICABLE AT THE TIME THIS BUILDING WAS BUILT, WITH THE EXCEPTION THAT PORTIONS OF THE BUILDING REGULATED BY RETROACTIVE CODE PROVISIONS ARE DESIGNED TO COMPLY WITH THE 2008 CODE. THE CONTRACTOR SHALL PROMPTLY NOTIFY THE AUTHORITY OF ANY PORTIONS OF THE WORK, IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE. 2. THESE DRAWINGS HAVE BEEN PREPARED BY OR AT THE DIRECTION OF THE UNDERSIGNED AND TO THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE REQUIREMENTS OF THE BUILDING CODE. 3. MASONRY WALLS AND CONSTRUCTION SHALL CONFORM TO RS 10-2 OF THE 1968 BUILDING CODE. 4. THE CONSTRUCTION CLASSIFICATION OF THE BUILDING IS CONSTRUCTION GROUP, NON-COMBUSTIBLE CLASS 1-C AS PER ARTICLE 14. THE CONSTRUCTION ELEMENTS SHALL BE OF THE REQUIRED MINIMUM FIRE RESISTANCE RATINGS AS OUTLINED IN TABLE 3-4 AND DEFINED IN SUB-CHAPTER 5 OF THE 1968 BUILDING CODE. 5. THE VARIOUS OCCUPANCIES REQUIRED TO BE SEPERATED FROM EACH OTHER BY FIRE SEPERATION OR DIVISIONS AS PER 27-240 SHALL BE SO SEPERATED BY PARTITIONS HAVING THE REQUIRED FIRE RATING IN ACCORDANCE WITH 27-339 AND TABLE 5-2 OF THE 1968 BUILDING CODE. 6. THE CONTRACTOR SHALL PROVIDE AN ACCURATE AND COMPLETE FINAL LOT SURVEY BY A DULY LICENSED SURVEYOR. THE ARCHITECT/ENGINEER OF RECORD SHALL FILE THE SURVEY AS AN AMENDMENT BEFORE THE COMPLETION OF THE PROJECT AS REQUIRED BY SECTION 28-118.4 OF TITLE 28. 7. THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATION AND OBTAINING PERMITS FOR SCAFFOLDING, SIDEWALK, BRIDGING, ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO ENSURE SAFETY OF OPERATION AND THE PUBLIC AS PER 2008 NYC BUILDING CODE, CHAPTER 33, SECTION BC 3307. THE CONTRACTOR IS ALSO RESPONSIBLE FOR OBTAINING LETTER OF COMPLETION. APPLICATION FOR CONSTRUCTION PERMITS SHALL BE PROCESSED THROUGH THE BUILDING CODE COMPLIANCE (BCC) DIVISION OF THE AUTHORITY. NEW 8. THE CONTRACTOR SHALL OBTAIN "CERTIFICATE OF COMPLIANCE" REQUIRED IN KITCHEN ACCORDANCE WITH CHAPTER 1 OF TITLE 28 OF THE ADMINISTRATIVE CODE, ARTICLE 116, 28-116.4.1. CERTIFICATE OF COMPLIANCE SHALL BE REQUIRED FOR THE USE AND OPERATION OF THE FOLLOWING TYPE OF SERVICE EQUIPMENT: AIR-CONDITIONING AND VENTILATING SYSTEMS ELEVATORS, ESCALATORS, DUMBWAITERS ETC. FUEL-BURNING AND FUEL-OIL STORAGE EQUIPMENT REFRIGERATION SYSTEMS HEATING SYSTEMS BOILERS 9. ALL WORK SHALL COMPLY WITH ICC 117.1 2003 AND LOCAL LAW 58/87. 10. ALL NEW WORK SHALL COMPLY WITH NEW YORK STATE ENERGY CODE. 11. ALL NEW INTERIOR FINISHES SHALL BE CONSTRUCTED OF MATERIALS MEETING SECTION 27-529 OF THE 1968 BUILDING CODE FOR FLAME SPREAD RATINGS. NEW 12. ALL NEW WORK IS CONSTRUCTED MORE THAN 200'-0" FROM ANY MTA STRUCTURE. THE WORK INCLUDES FOUNDATIONS, EARTHWORK AND BURIED OIL TANKS. KITCHEN 13. ALL PLUMBING FIXTURES INSTALLED UNDER THIS CONTRACT SHALL COMPLY WITH TABLE 403.1 OF THE 2008 NYC PLUMBING CODE. 14. EXIT LIGHTING INSTALLED UNDER THIS CONTRACT SHALL BE AS PER SECTION 27-381 OF THE 1968 BUILDING CODE. 15. EXIT SIGNAGE INSTALLED UNDER THIS CONTRACT SHALL BE AS PER SECTION 27-383 OF THE 1968 BUILDING CODE. 16. STRUCTURAL STABILITY PLAN ALONG WITH TR-1, AND SITE SAFETY PLANS SHALL BE SUBMITTED BY THE CONTRACTOR AND APPROVED BY THE AUTHORITY PRIOR TO APPLYING FOR CONSTRUCTION PERMITS. 17. FOLLOW CHAPTER 33 OF THE 2008 NYC BUILDING CODE FOR PROTECTION OF THE PUBLIC AND ADJACENT PROPERTIES. REFERENCES IN THE SPECIFICATIONS AND THE DRAWINGS TO THE 1968 BUILDING CODE PARAGRAPHS REGARDING PROTECTION SHALL BE CONSIDERED TO BE THAT OF CHAPTER 33 OF THE 2008 NYC BUILDING CODE.

Consultants: MATERIALS

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND CONDITIONS OF THE SITE AND/OR BUILDING. 2. THE CONTRACTOR SHALL, UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, SECURE AND PAY FOR THE REQUIRED CONSTRUCTION PERMIT(S), FEES, LICENCES AND INSPECTIONS NECESSARY FOR THE PROPER EXECUTION OF THE WORK. APPLICATION FOR CONSTRUCTION PERMITS SHALL BE PROCESSED THRU THE FACILITIES INSPECTION DIVISION OF THE AUTHORITY. 3. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE SITE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. 4. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED TO COMPLETE THE WORK OR TO MAKE ITS PARTS FIT TOGETHER PROPERLY WITHOUT COMPROMISING THE QUALITY OF THE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTIONS, AND OFF ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. 6. ELEVATION LEVELS INDICATED ON THE DRAWINGS ARE BASED ON THE HIGHWAY DATUM MAP: 16CFOR THE BOROUGH IN WHICH THIS CONTRACT IS BEING EXECUTED. 7. THE TERM "FINISH FLOOR" SHALL MEAN THE NORMAL FINISHED SURFACE OF THE FLOOR LEVEL. ALL ELEVATIONS GIVEN FOR EXISTING BUILDINGS ARE TO FINISHED FLOOR. THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS FOR EXISTING STRUCTURES PRIOR TO 4" VENT THE COMMENCMENT OF WORK. 8. THE CONTRACTOR SHALL CORRECT ANY VARIATIONS IN FLOOR ELEVATIONS CREATED BY TOP OF BUILDING THE REMOVAL OF PARTITIONS AND/OR FOR THE INSTALLATION OF NEW DOOR OPENINGS. EL. +43'-9 1/2 CONTRACTOR SHALL NOT CONSTRUCT, UNLESS OTHERWISE NOTED, INTERIOR CMU 9. THE PARTITION WALLS TO FULL HEIGHT UNTIL ALL PIPES, DUCTS, ETC. ARE IN PLACE. 10. THE CONTRACTOR SHALL INSTALL SUSPENDED CEILINGS, TO MEET THE CEILING HEIGHT 4" SUPPLY TOP OF REQUIREMENTS ROOF INDICATED IN THE CEILING SCHEDULE. EL. +41-011.1/8" THE CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORS, WALLS CEILINGS, ETC. DAMAGED OR EXPOSED DUE TO WORK OR REMOVALS AND FINISH TO MATCH ADJOINING SURFACES. 2" VENT 12. FLOORS IN SPACES WITH MULTIPLE FLOOR DRAINS SHALL BE PITCHED TO THE FLOOR DRAIN. NEW 13. AT TOILET AREAS AND OTHER LOCATIONS WITH ONE DRAIN ONLY, PROVIDE DRAIN 1/4" TOILET BELOW FINISH FLOOR AND PROVIDE A TWO (2) FEET SWALE IN CONCRETE TO DRAIN. 14. THE CONTRACTOR SHALL NOT INSTALL SUSPENDED OR FURRED CEILINGS IN AREAS WHERE PIPES ARE TO BE CONCEALED (HEATING,PLUMBING) UNTIL THE PIPING HAS BEEN NEW NEW TESTED. LAV FIRE RATING OF 2-HOURS UNLESS NEW 15. ALL VERTICAL SHAFTS SHALL HAVE A MINIMUM BATH REQUIRED OTHERWISE BY CODES DUE TO OCCUPANCY ADJACENCIES. TUB SINK 16. ALL UNSUPPORTED LINTELS GREATER THAN 4'-0" SHALL BE FIREPROOFED AS PER BUILDING CODE. 1 21" INSTALLATION OF PLUMBING FIXTURES 17. THE CONTRACTOR SHALL COORDINATE THE THIRD FLOOR 4" PRIOR TO THE CONSTRUCTION OF PARTITIONS BEHIND SUCH FIXTURES. EL. +30'-9 1/2" 2" 2" 18. THE DISTANCE FROM DOOR JAMBS TO ADJACENT PARTITIONS, BUILT-IN 4" FURNITURE OR 4" OTHER FURNISHINGS SHALL NOT BE LESS THAN 6" UNLESS OTHERWISE NOTED ON THE 2" VENT DRAWINGS. NEW 19. THE CONTRACTOR SHALL INSTALL FLOORING MATERIAL INTO ALL WARDROBES AND CLOSETS. TOILET 20. ALL ELECTRICAL INDICATIONS ON ARCHITECTURAL DRAWINGS ARE FOR LOCATION PURPOSES ONLY. NEW 21. THE CONTRACTOR SHALL COORDINATE OPENINGS IN THE FOUNDATION AND EXTERIOR LAV WALLS FOR THE INSTALLATION AND BOXES FOR ELECTRICAL EQUIPMENT. NEW OF CONDUITS 22. THE CONTRACTOR BATH SHALL EXTEND ALL WALL FINISHES A MINIMUM OF 6" ABOVE THE NEW SUSPENDED OR FURRED CEILING. SINK TUB 23. UNLESS OTHERWISE NOTED EXTERIOR BRICK WALLS SHALL BE INSTALLED IN A RUNNING BOND. 1 1 " 2 24. WHERE MANUFACTURES' NAMES AND PRODUCT NUMBERS ARE INDICATED ON THE 4" SECOND FLOOR DRAWINGS, IT SHALL BE CONSTRUED TO MEAN THE ESTABLISHING OF QUALITY AND EL. +20'-7 1/4" 2" 2" PERFORMANCE STANDARDS OF SUCH ITEMS. ALL OTHER PRODUCTS MUST BE SUBMITTED 4"SHALL BE DEEMED4" TO THE ARCHITECT FOR APPROVAL BEFORE THEY EQUAL. 25. FIRESTOPPING SHALL BE INSTALLED AT ALL PENETRATIONS OF FIRE RATED 2" VENT CONSTRUCTION AS PER SPECIFICATIONS. MATERIAL IS TO BE APPROPRIATE FOR THE ASSEMBLYNEW AND SHALL HAVE AN MEA NUMBER. TOILETAND DIMENSIONS OF CONCRETE EQUIPMENT PADS IN THESE DRAWINGS ARE 26. LOCATIONS APPROXIMATE. FINAL LOCATIONS AND SIZES MUST BE COORDINATED WITH THE EQUIPMENT MANUFACTURER AND ARE SUBJECT NEW TO APPROVAL WITH THE EQUIPMENT SHOP DRAWINGS. THERE SHALL BE NO ADDITIONAL NEW MONIES LAVPAID FOR INCREASE IN SIZE OF PAD DUE TO DIFFERENCE IN SIZE OF THE EQUIPMENT CHOSEN BY THE CONTRACTOR FROM THAT OF BATH NEW MODEL NUMBER/SIZE INDICATED IN CONTRACT DOCUMENTS. TUB 27. ALL RAMPS TO HAVE NON-SLIP SURFACE. SINK 28. THE CONTRACTOR SHALL COORDINATE AND INSTALL ALL CLEANOUT AND ACCESS DOORS 1 IN PARTITIONS AND HUNG CEILINGS AS REQUIRED BY THE CONTRACT DOCUMENTS. 1 " 2 4" PARLOR29. FLOOR DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, 2" EL. +10'-5" PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES. 2" 4" ELEVATIONS AND 30. SIZE OF MASONRY UNITS AND WOOD MEMBERS 4" ON PLANS, BUILDING SECTIONS ARE SHOWN AS NOMINAL SIZE. 2"MEMBRANE VENT 31. PROVIDE DEPRESSED SLABS AND WATERPROOFING IN WET AREAS WITH NEW MULTIPLE FLOOR DRAINS SUCH AS KITCHENS, TOILETS, SHOWER AREAS, POOL LOCKER ROOMS, TOILET ETC. 32. DEPRESSED SLABS ARE REQUIRED IN AREAS TO RECEIVE FOOT GRILLE, FLOATING CONCRETE FLOOR AND/OR WOOD FLOORING, SUCH AS: MAIN LOBBY VESTIBULE, NEW GYMNASIUMS, DANCE FLOORS, AUDITORIUM STAGE/PLATFORM, MUSIC ROOM, ETC. LAV NEW 33. ADDITIONAL NOTES THAT ARE APPLICABLE TO THIS PROJECT MAY BE FOUND NEW BATH DRAWINGS. THROUGHOUT THE CONTRACT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

LITION OR

STRUCTURAL NOTES

THE FOLLOWING NOTES SHALL APPLY THROUGHOUT:

5'-0"

AT IS EW WORK BY CHANICAL

BUILDING DEPARTMENT NOTES

THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON EACH DRAWING.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

ZONING

GENERAL NOTES

Demolition Plans, Floor-Plans and Elevations PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT Consultants:

18'-6" 2'-03 4"

2'-9"

1" 34

2'-9"

2'-11"

7'-9" LEGEND :

SHAFER DESIGN CONCEPTS 369 CONGRESS ST BOSTON, MA 02210 TEL: 617. 862. 6667

PARLEE ENGINEERING 241 A ST STE 220 BOSTON, MA 02210 TEL: 617. 445. 8686

AXION ENGINEERS 165 FRIEND ST STE 1 BOSTON, MA 02114 TEL: 617. 245. 6693

STARLIGHT ELECTRIC 295 HUNTINGTON AVE SUIT #305 A2MA 02115 A1 BOSTON, A301 TEL: 617. 652. 9996 A302

A1 A302

A2 A301

EXISTING/REMAIN:

2'-9"

2'-11"

2'-9"

2'-11"

2'-9"

2'-11"

7" 2'-0 8

2'-0 7 8" 1'-41 4"

ANDREW BROWN 1 WALNUT ST BOSTON, MA 02108 18'-6" TEL: 617. 639. 9687

2'-41 4"

5" 2'-1016

2'-11"

18'-6"

KERTH MCLEAN PROPOSED DWEELING HOUSE

Address:

: ST. VINCENT & THE GRENADINES

A1 A302

10'-4 1 " 16

11'-8"

5" 18'-616

1" 7'-64

'-6 "

16'-0"

42'-1"

1" 1'-02

12'-4"

R2 '-6 "

4'-03 8"

3 7'-515" 16

1" 3'-916

6'-215" 16

11'-3"

7" 9'-616

15'-103" 8 1

9" 9'-116

47" 8

1 6" 6'-3"

1 5

1" 1'-114

A1 A301

A2 A302 1" 11'-74

6'-71" 8

2'-11"

16'-41 4" 4'-6"

6'-9"

15'-0"

1" 3'-82

3'-4"

2'-11" 18'-6"

2'-43 4"

4'-0"

1'-5"

A1 A302

DEMOLITION PLANS

16'-0"

10'-85 " 8

1" 11'-28

10'-6"

8'-4" 42'-1"

DN 3

Drawing Title:

15'-0"

A2 A302

9'-11 7 " 16

Project:

A2 A302

1" 3'-104

R. MCLEAN

Checked by:

9'-03 4"

Drawn by:

1 A601

1" 1'-44

R. MCLEAN

A2 A302

1" 13'-68

RJJM ARCHITECT

A2 A302

7" 8'-58

Lot # 1

Block #

Project Architect/Engineer:

1" 9'-12

27'-11"

90'-0"

EXIST'G CONC SIDE WALK

Designer:

1" 1'-02

13'-3"

42'-1"

1 A602

15'-0"

18'-6"

2'-11"

15'-0"

2'-11"

PROJECT NORTH •• • ••• • • ••••••••••

10'-0"

5" 4'-108

3" 1'-114

A2 A302

TRUE NORTH

4'-93 4"

1" 2'-84 6 A601

3'-5"

10'-83 4"

10'-23 4"

1" 9'-104

1" 1'-114

CELLAR FLOOR

7" 48 7" 2'-48

3'-0"

1 18'-8 16 "

6'-7"

1" 9'-34

3" 14'-3"

Key Plan:

17'-6" 7'-6"

3'-11"

7'-43 4"

11'-6"

10'-13 4"

3" 11'-08 6" 3'-0"

05/27/2011

6 A602

15'-95" 8

60'-03 4"

3" 14'-3"

3'-0"

57'-1"

14'-3"

14'-1"

Revision

15'-0"

Date

5'-0"

3'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

42'-1"

42'-1" 69'-1"

14'-3"

No.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

6" NAME:

REYNOLD MCLEAN

5'-31" 8

BELLAIR EXPEDITING 117 BUSINESS ST BOSTON, MA 02136 TEL: 617. 556. 2356

18'-6" 2'-03 4"

18'-6"

1" 112

1" 11 8 -9"

3'-13 4"

18'-6"

5'-9

1'-0" 2'-113 4"

5" 7'-916

18'-6" 5'-115 16" 4'-11" 5'-115 16" 3 " 11 5 " 3'-316 16 11 1 5'-9 8" " 2'-9 "

4'-11"

5'-13 4"

1" 1'-102

1" 1'-44

5'-115 16"

18'-6"

2'-03 4"

11" 716

1" 1'-44

11" 5'-616

A1 A302

A2 A301

1" 1'-44

18'-6"

2'-113 4"

12'-0"

1" 11'-114

REMOVE/ENTIRELY:

NOTE: Drawing may be printed at reduced scale

3'-43" 8

1" 7'-74

Drawing Scale:

1/4"=1'-0"

A1 A302

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT DEMOLITION 2ND FLOOR PLAN

1/4"=1'-0"

DEMOLITION 3RD FLOOR PLAN

1/4"=1'-0"

D101

Consultants: PROPOSED CELLAR FLOOR PLANS

SHAFER DESIGN CONCEPTS 369 CONGRESS ST BOSTON, MA 02210 TEL: 617. 862. 6667

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT 18'-6" 2'-11"

1" 2'-44

2'-9"

2'-03 4"

2'-9"

2'-11"

2'-9"

2'-11"

1" 2'-44

2'-9"

STARLIGHT ELECTRIC 295 HUNTINGTON AVE SUIT #305 BOSTON, MA 02115 TEL: 617. 652. 9996

BELLAIR EXPEDITING 117 BUSINESS ST BOSTON, MA 02136 TEL: 617. 556. 2356

ANDREW BROWN 1 WALNUT ST BOSTON, MA 02108 TEL: 617. 639. 9687

18'-6"

A2 A302

4'-0"

9" 2'-616 1" 68

7" 48

7'-0"

17'-6"

6'-6"

12'-75 8"

9'-113 4"

10'-4"

9'-113 4"

11'-4"

9'-113 4"

17'-6" 4

2'-11"

1'-111 4"

2'-11"

1" 44 2'-11"

2'-11"

1 1/4"=1'-0"

PROPOSED 2ND FLOOR PLAN

2'-11"

1'-113 4"

A1 A301 A1 A302

2 1/4"=1'-0"

10'-25" 8

THIRD FLOOR EL. + 30'-9 1/2"

1" 10'-24

Key Plan: 18'-8 1 " 16

SECOND FLOOR EL. + 20'-7 1/4"

TRUE NORTH

PROJECT NORTH •• • ••• • • ••••••••••

A1 A302

TOP OF BUILDING EL. + 43'-9 1/2"

TOP OF ROOF EL. + 41'-0 1/8"

EXIST'G CONC SIDE WALK

Block #

Lot # 1

Designer:

RJJM ARCHITECT

Project Architect/Engineer:

R. MCLEAN

Drawn by:

R. MCLEAN

Checked by:

STREET LEVEL EL. + 0'-9" GARDEN FLOOR

Address:

: CELLAR FLOOR ST. VINCENT & THE GRENADINES EL. + 8'-3 1/2"

No.

3 1/4"=1'-0"

PROPOSED ROOF PLAN

THIRD FLOOR EL. + 30'-9 1/2" Key Plan:

TRUE NORTH

SECOND FLOOR EL. + 20'-7 1/4"

PROJECT NORTH •• • ••• • • ••

Block # Designer:

Project Arc

PARLOR 1ST FLOOR EL. + 10'-5"

Drawn by:

Checked b Project:

PR Address:

GARDEN FLOOR EL. + 0'-9"

Drawing T

Drawing S

1/4"=1'-

CELLAR FLOOR EL. 8'-3 1/2"

PROPOSED FLOOR PLANS AND STRUCTURAL NOTES

A1 FRONT ELEVATION

1/4"=1'-0"

A2 REAR ELEVATION

1/4"=1'-0"

Drawing Scale:

1/4"=1'-0" NOTE: Drawing may be printed at reduced scale

Drawing No:

05/2

Drawing Title:

A1 A301

PROPOSED 3RD FLOOR PLAN

PARLOR 1ST FLOOR EL. + 10'-5"

8'-33 4"

1'-113 4"

A1 A301

Revision

KERTH MCLEANEL. + 0'-0" PROPOSED DWEELING HOUSE

18'-6"

A1 A302

Date 05/27/2011

Project:

1" 1'-44

2'-11"

1" 1'-44

2'-11"

1'-41 4"

1" 1'-114

1" 44

No.

90'-0"

A2 A302

NAME:

REYNOLD MCLEAN

27'-11"

1" 19'-816 SLOPE OF ROOF 1:12

2'-6 9 " 16

42'-1" A2 A302

61" 8

6'-6"

15'-7"

A2 A302 9'-45" 8

1" 9'-92

3'-6"

21'-8"

42'-1"

1" 1'-02

42'-1"

A2 A302

7'-6"

6'-6"

3'-5" 3

A2 A302

7" 48

1" 7'-28 2

42'-1"

AXION 165 FRI BOSTO TEL: 61

NAME:

1" 10'-24

4'-8" 3'-0"

1" 6'-24

2'-117" 8

18'-1 3 " 16

7'-23 4"

7" 3'-98

SHAFE 369 CO BOSTO TEL: 61

REYNO

42'-1"

DN 3

1" 68 1" 7'-28

3" 2'-616

1" 68

3'-10"

3'-10" 7" 48

5" 7'-916

7'-83 4" 6'-9"

15'-0"

3'-0"

5'-0"

3'-1"

TOP OF ROOF EL. + 41'-0 1/8"

9'-8"

3'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1'-8"

47" 8

8'-1"

7'-83 4"

6'-9"

1" 68

3'-0"

7"1 88 98"

3'-1"

7'-83 4"

8'-15 " 8

7'-83 4"

3'-0"

Consultan

PROPOSED 1ST FLOOR PLAN

BELLAI 117 BU BOSTO TEL: 61

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1'-8"

A1 A301

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

4 17'-6"

3 1/4"=1'-0"

TOP OF BUILDING EL. + 43'-9 1/2"

5 4

PROPOSED GARDEN FLOOR PLAN

2'-93 8"

2'-9"

1" 1'-44

2'-11"

1" 1'-44

2'-9"

A1 A302

A2 A301

1" 1'-44

18'-6" 2'-03 4"

A2 A301

AXION ENGINEERS 165 FRIEND ST STE 1 BOSTON, MA 02114 TEL: 617. 245. 6693

A1 A301

2'-93 8"

A1 A302

A2 A301

1/4"=1'-0"

PARLEE ENGINEERING 241 A ST STE 220 BOSTON, MA 02210 TEL: 617. 445. 8686

Sheets in Contract:

10'-25 8"

1/4"=1'-0"

1" 10'-24

DEMOLITION PARLOR FLOOR PLAN

2 1/4"=1'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1" 10'-24

DEMOLITION GARDEN FLOOR PLAN

HANDICAP RAMP ADA COMPLIANT FROM STREET LEVEL WITH SLOPE 1:12 AND HAND RAIL 2'-10" HIGH. IT HAS REST PERIOD OF 3'-2 1/2" x 6'-10 34" AND A TOTAL RAMP LENGTH OF 9'-0". THE RAMP HIGHT IS 9".

Drawing No:

1" 6'-112

9'-8"

1" 11'-62

8'-33 4"

1 1/4"=1'-0"

1" 6'-104

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

11'-73 4"

Page:9

Building Section, Enlarge an Interior Details

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Consultants:

SHAFER DESIGN CONCEPTS 369 CONGRESS ST BOSTON, MA 02210 TEL: 617. 862. 6667

PARLEE ENGINEERING 241 A ST STE 220 BOSTON, MA 02210 TEL: 617. 445. 8686

AXION ENGINEERS 165 FRIEND ST STE 1 BOSTON, MA 02114 TEL: 617. 245. 6693

STARLIGHT ELECTRIC 295 HUNTINGTON AVE SUIT #305 BOSTON, MA 02115 TEL: 617. 652. 9996

BELLAIR EXPEDITING 117 BUSINESS ST BOSTON, MA 02136 TEL: 617. 556. 2356

ANDREW BROWN 1 WALNUT ST BOSTON, MA 02108 TEL: 617. 639. 9687

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT Consultants:

A1 A302

A2 A302

SHAFER DESIGN 369 CONGRESS S BOSTON, MA 0221 TEL: 617. 862. 666

4 A401

AXION ENGINEER 165 FRIEND ST ST BOSTON, MA 0211 TEL: 617. 245. 669

TOP OF BUILDING EL. + 43'-9 1/2"

27'-11"

1 2"

42'-1"

90'-0"

7" 28 3 8"

83 4"

TRUE NORTH

SUPPORT FRAMING

EXIST. 3"x8" FLOOR JOIST 16" O.C

1" WOOD SILL FINISH

Block #

1 2"

REVEAL

5 8"

GYPSUM BOAD

EXIST. LIMS-TONE COPING

Lot # 1

EXIST. THROUGH-WALL FLASHING

3 21" R19 BATT. INSULATION

Designer:

RJJM ARCHITECT

Project Architect/Engineer:

R. MCLEAN

Drawn by:

R. MCLEAN :

3 21" STEEL RUNNER

EXIST. MET. REGLET FASTENED 2'-0" O.C

4" WOOD BASE

EXISTING THROUGH WALL FLASHING

1"x 3" T&G WOOD FLOORING 3 4"

PLWOOD SUB FLOORING

EXISTI. 3"x8" FLOOR JOIST 16" O.C

Project:

KERTH MCLEAN PROPOSED DWEELING HOUSE

5 21" ACOUSTIC BATT INSULATION

2'-43 4"

Block # Designer:

Project Architect/Enginee

TREATED WOOD BLOCKING

Drawn by:

BASE FLASHING TURNED UP 5" ON WALL AND 6" ON ROOF

Checked by:

3 PLY BUILT-UP ROOFING 3 4"

1'-0"

Project:

1 21" FURRING CHANNEL 16" O.C 5 8"

GYPSUM BOAD

EXIST. POURED CONC WALL 1 2"

EXPANSION JOINT WITH COMP. NEOPRENE FILLER

5 8"

3" GRAVEL

GYPSUM BOAD Drawing Scale:

3 12" R19 BATT. INSULATION

2"x 4" TREATED WD BLOCKING

Drawing Scale:

1/4"=1'-0"

VARIES

SUSPENDED CHICAGO BAR 16" O.C

NOTE: D

1 21" FURRING CHANNEL 16" O.C

3 21" STEEL RUNNER

COUNTERSINK SS SCREW AS REQIRED

NOTE: Drawing may be printed at reduced scale

WD. BLOCKING

1 2"

R30 BATT. INSULATION

REVEAL

EXIST. 2"x4" KEYHOLE EXIST. POURED CONC FOOTING

2" EXISTING FLASHING

A2 A302

A1 LONGITUDINAL SECTION

1 1/2"=1'-0"

1/4"=1'-0"

A302

WINDOW DETAIL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PARLOR ENLARGE KITCHEN SOUTH ELE MIRROR ON 2ND & 3RD FL

1/2"=1'-0"

5 8"

GYPSUM WALL BOARD

ACOUSTICAL INSULATION

1 FURRING CHANNEL 16" ON CENTER

1 21" FURRING CHANNEL 16" ON CENTER

5 8"

3"x8" WOOD JOIST

1 2"

GYPSUM WALL BOARD

5" 8

1 21" FURRING CHANNEL 16" ON CENTER

3 21" ACOUSTICAL INSULATION

1 21" FURRING CHANNEL 16" ON CENTER

ONE HR RTD 58" G.W.B. 5 8"

4" CAVITY FOR PIPE AND VENT CHASE

GWB CEILING

3 21" ACOUSTICAL INSULATION

PLYWOOD SUB FLOORING

BATH ROOM SIDE

47" 8

3 58" MS. FRAMING FROM FLOOR TO CEILING FURRING CHANNEL 16" O.C.

1" 1'-02

1 2"

FINISHED FLOORING

1" 44

GYPSUM WALL BOARD

ONE HR RTD 58" G.W.B.

1 2"

FINISHED FLOORING

3 4"

PLYWOOD SUB FLOORING

1 2"

FINISHED FLOORING

3 4"

PLYWOOD SUB FLOORING

3 21" R19 BATT INSULATION ON EXTERIOR WALL EXISTING BRICK WALL

7 8"

HORIZONTAL HAT CHANNEL 16" O.C. 1 2"

FINISHED FLOORING

3 4"

PLYWOOD SUB FLOORING

3 1 2"

5 8"

MTL. RUNNER

1'-81 4" 1" 1'-98

A602

1'-2"

1" 1'-22 FINISHED FLOOR

3 4"

SUB FLOOR

BALUSTER

PROJECT NORTH •• • ••• • • ••••••••••

CABINET Block # Designer:

1" 42

Project Architect/Engineer:

1" 42

Drawn by:

Checked by: Project:

KE PROPOSE

GARDEN FLOOR ENLARGED BATH ROOM SOUTH ELE

1/2"=1'-0"

GARDEN FLOOR ENLARGED KITCHEN PLAN

EXHAUST VENT ADA COMPLIANT FAUCET

Drawing Title:

11" 1" 1'-02

1/2"=1'-0"

BUILT OUT SOFFIT FOR EXHAUST FAN REFRIGERATOR

CABINET MICROWAVE W/ BUILT IN EXHAUST FAN 3"x3" CERAMIC TILE RANGE

CABINET

Drawing Scale:

1"=1'-0" NOTE: Drawing may be printed at reduced scale

5 8"

5'-43 4"

INTERIOR DETAILS

Page:10

GYPSUM WALL BOARD

A601 Sheets in Contract:

2" WD TREAD MOUNTED ON SUBTREAD

GWB BEHIND

7 1/2"=1'-0"

GARDEN ENLARGE KITCHEN NORTH ELE

1" 3'-02

TYPE 5, WALL SECTION scale: 1"=1'-0"

8 1/2"=1'-0"

GARDEN ENLARGE KITCHEN WEST ELE

Drawing Scale:

1/2"=1'-0"

NOTE: Draw

14 GA MTL STRINGER

1" 3'-02

3" 4

TYPE 4, WALL SECTION scale: 1"=1'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1"=1'-0"

TYPE 3, WALL SECTION scale: 1"=1'-0"

: ST. VIN

14 GA RISER 14 GA SUBTREAD

FINISHED FLOORING

3 4 " PLYWOOD SUB FLOORING

Address:

3" 1'-78

Drawing Title:

15'-7"

9 3/4"=1'-0"

STAIR DETAIL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TYPE 2, CAHSE WALL SECTION scale: 1"=1'-0"

1" 1'-1016

2'-10"

1" 2'-92

TRUE NORTH

2" WD RAILING ••

1 2"

• ••

•

R2'

Drawing No:

TYPE 1, 2HR FIRE RT WALL SECTION scale: 1"=1'-0"

6'-10 3 " 16

3'-0"

5'-101" 8 2'-11"

1'-6"

ADA COMPLIANT BATH TUB

INTERIOR DETAILS

EXISTING BRICK WALL

3 58" MS. FRAMING FROM FLOOR TO CEILING FURRING CHANNEL16" ON CENTER

1" 8'-98

7'-2 5 " 16 1'-81" 8 GRAB BAR 3"A.F.F

5'-85 8"

ACOUSTICAL INSULATION

3 4"

GYPSUM WALL BOARD

ONE HR RTD 58" G.W.B.

5 8"

: ST. VINCENT & THE GRENADINES

Key Plan:

12"x12" STONE TILE

-6

6"x6" CERAMIC TILE

KITCHEN SIDE

3 58" MS. FRAMING FROM FLOOR TO FLOOR 16" ON CENTER 1 2"

1" 12

KERTH MCLEAN PROPOSED DWEELING HOUSE

Address:

Date

GARDEN FLOOR ENLARGE BATH ROOM EAST ELE

3"x8" FLR JST 16" O.C

SHOWER HEAD 6'-6" A.F.F

3'-0 1 " 16

1 2"

4 1/2"=1'-0"

1" 8'-98

5" 8

5 8"

R. MCLEAN

Checked by:

GARDEN FLOOR ENLARGE BATH ROOM NORTH ELE

GRANITE COUNTER TOP TYP

3'-0"

5" 8

35" 8

GYPSUM WALL BOARD

R. MCLEAN

Drawn by:

NAME:

2'-1013" 16

11" 4'-516

GARDEN FLOOR ENLARGE BATHROOM PLAN

8'-91" 8

5" 8

5 8"

TWO HR RTD 58" G.W.B.

RJJM ARCHITECT

Project Architect/Engineer:

Project:

5 21" ACOUSTICAL INSULATION

5 12" ACOUSTICAL INSULATION

ONE HR RTD 58" G.W.B. 1" 68 5 8"

Lot # 1

Block # Designer:

3"x8" WOOD JOIST 1 2"

MTL STRIP BACKING FOR -BAR TYP

11" 6'-1116

1 1/2"=1'-0"

1" 1'-52

1 2" 3" 4 8" 1" 12

5 8"

PARLOR ENLARGE KITCHEN NORTH ELE MIRROR ON 2ND & 3RD FLOOR

1/2"=1'-0"

3"x8" WOOD JOIST

3 1/2"=1'-0"

1" 2'-102

PARLOR 1ST FL ENLARGE KITCHEN PLAN MIRROR ON 2ND & 3RD FLOOR

3" 1'-316

05/27/2011

GARDEN FLOOR ENLARGE BATH ROOM WEST ELE

1'-0 "

6 1/2"=1'-0"

3"x8" WOOD JOIST 1 12" FURRING CHANNEL 16" ON CENTER

2'-10"

No.

2 1/2"=1'-0"

2'-2 3 16 "

EXIST'G CONC SIDE WALK

2'-713" 16

1" 2'-102

UNDER-CUT DOOR FLUSH STONE SADDLE

2'-715 16"

1" 1'-114

BELLAIR EXPEDITIN 117 BUSINESS ST BOSTON, MA 02136 TEL: 617. 556. 2356

REYNOLD MCLEA

2'-0"

27'-11"

90'-0" 42'-1" 15'-0" 5'-0"

5'-015" 16

1" 2'-58

5" 4'-1016

PROJECT NORTH •• • ••• • • ••••••••••

1" 2'-42

CABINET

2'-0"

5" 9'-28

TRUE NORTH

1" 3'-02

5'-4"

GWB BEHIND

ADA COMPLIANT LAV.

ADA COMPLIANT BATH TUB

1'-3"

3'-0" 9'-25" 8

2'-4"

2'-0"

1" 1'-52

7'-61" 8

18'-8 1 " 16

3" 3'-616

1" 5'-68

7'-45 " 8 9'-25 8" 1'-10"

Key Plan:

ADA COMPLIANT LAV.

12"x 8" STONE TILE BASE TO MATCH FLOORING

12"x8" STONE TILE BASE TO MATCH FLOORING

3'-915 16"

ADA COMPLIANT FAUCET

1" 1'-316

Revision

ADA COMPLIANT TOILET

8'-4"

Date 05/27/2011

ADA COMPLIANT TOILET 19" A.F.F TOILET TISSUE DISPENSER HDCP

TOILET TISSUE HOLDER

-6"

R2'

AXION ENGINEERS 165 FRIEND ST STE BOSTON, MA 02114 TEL: 617. 245. 6693

ADA COMPLIANT SS. MIRROR

GRAB BAR 36" A.F.F

3'-6"

No.

5" 3'-108

2'-0"

RANGE

5'-2 5 " 16 1" 9'-12

EXHAUST VENT

ADA COMPLIANT BATH TUB

SHAFER DESIGN C 369 CONGRESS ST BOSTON, MA 02210 TEL: 617. 862. 6667

6"x6" CERAMIC TILE

GRAB BAR 3"A.F.F

1'-97" 8

3'-6"

NAME:

GWB

CABINET

MICROWAVE W/ BUILT IN EXHAUST FAN

A602

ADA COMPLIANT FAUCET

6"x6" CERAMIC TILE

FLUSH STONE SADDLE

REYNOLD MCLEAN

BATH TUB

PARLOR ENLARGE BATHROOM SOUTH ELE MIRROR ON 2ND & 3RD FLOOR

Consultants:

ADA COMPLIANT SS. MIRROR

5" 416

ANDREW BROWN 1 WALNUT ST BOSTON, MA 02108 TEL: 617. 639. 9687

PARLOR ENLARGE BATHROOM EAST ELE MIRROR ON 2ND &3RD FL

REFRIGERATOR

FOOTING DETAIL

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

3'-0"

BELLAIR EXPEDITING 117 BUSINESS ST BOSTON, MA 02136 TEL: 617. 556. 2356

1'-73" 8

1/2"=1'-0"

EXIST. #6 REBAR

3'-713 16"

PARLOR ENLARGE BATHROOM NORTH ELE MIRROR ON 2ND & 3RD FLOOR

2'-7 3 " 16

1 1/2"=1'-0"

ADA COMPLIANT LAV. WITH FAUCET

2'-713" 16

83 4"

STARLIGHT ELECTRIC 295 HUNTINGTON AVE SUIT #305 BOSTON, MA 02115 TEL: 617. 652. 9996

2 3'-117" 8

1" 48

TOILET

8'-43 4"

AXION ENGINEERS 165 FRIEND ST STE 1 BOSTON, MA 02114 TEL: 617. 245. 6693

12"x12" STONE TILE

1/2"=1'-0"

11" 2'-616

1" 8'-84

9" 1'-016

EXHAUST VENT

4'-93 4"

A601

ROOF DETAIL

1'-913" 16

2'-2 3 " 16

CABINET

6"x6" CERAMIC TILE

3" 1'-916

1" 3'-02 3" 2'-616

10"

1" WOOD CASTING FINISH TO MATCH WD. WINDOWS

10'-2 41"

2'-25" 8

PRE FAB CABINET BLW 12"x 8" STONE TILE BASE TO MATCH FLOORING

1/2"=1'-0"

1" 7'-42

GRANITE COUNTER TOP TYP

1 1/2"=1'-0"

ADA COMPLIANT 6'-1111" 16

PARLEE ENGINEERING 241 A ST STE 220 BOSTON, MA 02210 TEL: 617. 445. 8686

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PARLOR ENLARGE BATHROOM WEST ELE MIRROR ON 2ND & 3RD FLOOR

1/2"=1'-0"

3'-6"

3'-0" 5" 9'-28 1" 112

1" 1'-016

3'-0"

1'-10"

TOILET TISSUE DISPENSER

3" 1'-316

1" 1'-04

2'-63 4"

77" 16

GRAB BAR TYP

SHAFER DESIGN CONCEPTS 369 CONGRESS ST BOSTON, MA 02210 TEL: 617. 862. 6667

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PARLOR IST FLOOR ENLARGE BATHROOM PLAN MIRROR ON 2ND & 3RD.

1/2"=1'-0"

2'-25 8"

2'-25" 8 9'-25" 8

BATHTUB

TOILET

5'-2"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

TOILET PAPER DISPENSER

1'-2"

BATH TUB

3'-0"

7" 6'-816

7'-45" 8

FLUSH STONE SADDLE

LIGHT SWITCH

1'-915 16"

A601

Consultants:

3" 8

313" 16

12"x12" STONE TILE

3" 2'-616

1" 6'-28

9'-25" 8

3'-07 8"

TOILET TISSUE DISPENSER 12"x12" STONE TILE

PRE FAB CABINET

6"x6" CERAMIC TILE

SHOWER HEAD 6'-6" A.F.F

TOILET

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

BATH TUB

PRE FAB CABINET

45" 8

SEALANT

Sheets in Contract:

6"x6" CERAMIC TILE

EXISTING LIMS-TONE LINTEL

6'-4"

A2 CROSS SECTION

1/4"=1'-0"

10"

EXISTING STEEL ANGLES

Drawing No:

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A1 A302

LAV. WITH FAUCET

Drawing Title:

GRAVEL

1" 32

6" CONC FLOORING

3" GRAVEL

1'-63 8"

EXIST. POURED CONC FLOORING WITH FIN. SEALANT COATING 6'x6" GALV. WWM

EXIST. 12 12" SOLID BRICK WALL

1 2"

1" 2'-72

: ST. V

Address:

BUILDING SECTION

6" CONC FLOORING

BASEMENT LEVEL EL. - 8'-3 3/4"

2'-6"

K PROPOS

PLYWOOD ROOF SHEETING

FIBERGLASS CORNICE

7'-9 12"

: ST. VINCENT & THE GRENADINES

1'-4"

PROJECT NORTH •• • ••• • • ••••••••••

5 12" ACOUSTIC BATT INSULATION

2'-93 8"

EXIST'G CONC SIDE WALK

Checked by:

7" 116

43 4" COUNTERSINK SS SCREW AS REQIRED 9" 716

15'-0"

HEAD AND SILL DETAIL

3"=1'-0"

EXIST. LIMSTONE LUG SILL W/DRIP SHIM SEALANT

Address:

12" 1'-1"

5 8 " INSULATED GLASS DOUBLE HUNG WD WINDOW, SEE DETAIL 3 A-500

PROJECT NORTH •• • ••• • • ••••••••••

Key Plan:

ROOF SLOPE RATIO

1 4"

EXIST. LIMESTONE LINTEL

77 " 16

2'-113 16"

3" 4

7" 38

7'-33 8"

8'-33 4"

3"=1'-0"

1" 3'-68

1" 44

Date 05/27/2011

REVEAL

EXISTING STEEL ANGLES

TRUE NORTH

No.

WINDOW DETAIL

1" WOOD CASTING FINISH TO MATCH WD. WINDOWS SHIM SEALANT

Drawing Title:

BASEMENT LEVEL EL. - 8'-3 3/4"

1'-0"

GARDEN FLOOR EL. + 0'-0"

11 7 " 16

115" 8

GARDEN FLOOR EL. + 0'-0"

3 21" R19 BATT. INSULATION 18'-8 1 " 16

1" 32

5 A401 STREET LEVEL EL. + 0'-9"

NAME:

REYNOLD MCLE

GYPSUM BOAD

Key Plan:

5'-0"

6'-111" 8 1" 5'-118

1" 8'-98

9'-8"

PARLOR FLOOR EL. + 10'-5"

9'-8"

PARLOR FLOOR EL. + 10'-5"

115" 8

9'-25 8"

1" 10'-24

SECOND FLOOR EL. + 20'-7 1/4"

SILL

1 21" FURRING CHANNEL 16" O.C 5 8"

5" 48

1" 4'-118

5" 118

1'-3 9 " 16

3 A401

SECOND FLOOR EL. + 20'-7 1/4"

2 A401

1" 14

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

115" 8 9'-25 8"

10'-21 4"

THIRD FLOOR EL. + 30'-9 1/2"

10'-21 4"

THIRD FLOOR EL. + 30'-9 1/2"

JAMB

3" 28

Revision -

CHECK RAIL

FRAME HEIGHT

Date 05/27/2011

HEAD

1" 32

1" 4'-118

1" 8'-112

5" 10'-28

No.

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

NAME:

REYNOLD MCLEAN

BELLAIR EXPEDIT 117 BUSINESS ST BOSTON, MA 0213 TEL: 617. 556. 235

49 16"

9 16"

TOP OF ROOF EL. + 41'-0 1/8"

9 316"

1" 4'-02

TOP OF ROOF EL. + 41'-0 1/8"

17 " 17" 16 16

FRAME WIDTH

3" 2'-98

TOP OF BUILDING EL. + 43'-9 1/2"

BELLAIR EXPEDITING 117 BUSINESS ST BOSTON, MA 02136 TEL: 617. 556. 2356

ANDREW BROWN 1 WALNUT ST BOSTON, MA 02108 TEL: 617. 639. 9687

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Reflected Ceiling an Electrical plans NAME:

REYNOLD MCLEAN No.

Date

Revision

05/27/2011

Key Plan:

1 18'-8 16 "

27'-11"

42'-1"

90'-0"

TRUE NORTH

5'-0"

15'-0"

PROJECT NORTH •• • ••• • • •••••••••• PL

EXIST'G CONC SIDE WALK

Lot # 1

Block # Designer:

RJJM ARCHITECT

Project Architect/Engineer:

R. MCLEAN

Drawn by:

R. MCLEAN

Checked by:

Project:

KERTH MCLEAN PROPOSED DWEELING HOUSE

Address:

: ST. VINCENT & THE GRENADINES

Drawing Title:

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

REFLECTED CEILING PLANS

Drawing Scale:

1/4"=1'-0"

Consultants:

SHAFER DESIGN CONCEPTS 369 CONGRESS ST BOSTON, MA 02210 TEL: 617. 862. 6667

PARLEE ENGINEERING 241 A ST STE 220 BOSTON, MA 02210 TEL: 617. 445. 8686

AXION ENGINEERS 165 FRIEND ST STE 1 Drawing No: BOSTON, MA 02114 TEL: 617. 245. 6693

STARLIGHT ELECTRIC 295 HUNTINGTON AVE SUIT #305 BOSTON, MA 02115 TEL: 617. 652. 9996

NOTE: Drawing may be printed at reduced scale

A901

BELLAIR EXPEDITING 117 BUSINESS ST BOSTON, MA 02136 TEL: 617. 556. 2356

1/4"=1'-0"

CELLAR REFLECTED CEILING PLAN

GARDEN FLOOR REFLECTED CEILING PLAN

1/4"=1'-0"

PARLOR FLOOR REFLECTED CEILING PLAN

1/4"=1'-0"

SECOND FLOOR REFLECTED CEILING PLAN

1/4"=1'-0"

ANDREW BROWN 1 WALNUT ST BOSTON, MA 02108 TEL: 617. 639. 9687

Sheets in Contract:

THIRD FLOOR REFLECTED CEILING PLAN

1/4"=1'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT No.

Date

Revision

05/27/2011

Key Plan: 18'-8

1 " 16

27'-11"

42'-1"

90'-0"

TRUE NORTH

5'-0"

15'-0"

PROJECT NORTH •• • ••• • • •••••••••• PL

EXIST'G CONC SIDE WALK

Lot # 1

Block # Designer:

RJJM ARCHITECT

Project Architect/Engineer:

R. MCLEAN

Drawn by:

R. MCLEAN

Checked by:

Project:

KERTH MCLEAN PROPOSED DWEELING HOUSE

Address:

: ST. VINCENT & THE GRENADINES

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

NAME:

REYNOLD MCLEAN

Drawing Title:

ELECTRICAL PLANS

Drawing Scale:

1/4"=1'-0" NOTE: Drawing may be printed at reduced scale

Drawing No:

E101 1/4"=1'-0"

CELLAR ELECTRICAL PLAN

1/4"=1'-0"

GARDEN FLOOR ELECTRICAL PLAN

1/4"=1'-0"

PARLOR FLOOR ELECTRICAL PLAN

1/4"=1'-0"

SECOND FLOOR ELECTRICAL PLAN

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

1/4"=1'-0"

THIRD FLOOR ELECTRICAL PLAN

Sheets in Contract:

Page:11

Schedules, Window and Door Types and Details

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT Consultants:

ROOM FINISHED SCHEDULE ROOM NO

CEILING

G.W.B

BRCKS / G.W.B

LIVING ROOM

GARDEN

KITCHEN

GARDEN

G.W.B

105

BATH ROOM

GARDEN

G.W.B CRMC TILES

103

BED ROOM

GARDEN

G.W.B

BRCKS AND G.W.B

BRCKS / G.W.B

102

VESTIBULE CLOSET

GARDEN GARDEN GARDEN

G.W.B G.W.B

BRCKS / G.W.B G.W.B

G.W.B

1001 1002

ENTRY

LIVING ROOM

GARDEN

STORAGE

FIRST FLOOR

BRCKS / G.W.B

G.W.B CRMC TILES

BRCKS

G.W.B

BRCKS / G.W.B

G.W.B CRMC TILES

G.W.B

BATH ROOM

FIRST FLOOR

G.W.B CRMC TILES

18,17

CLOSET

FIRST FLOOR

G.W.B

BED ROOM

FIRST FLOOR

G.W.B

VESTIBULE

FIRST FLOOR

G.W.B

ENTRY

FIRST FLOOR

G.W.B

G.W.B BRCKS AND G.W.B

BED ROOM

BATH ROOM

SECON FLOOR

LIVING ROOM

SECON FLOOR

G.W.B

KITCHEN

SECON FLOOR

G.W.B CRMC TILES

SECON FLOOR BRCKS / G.W.B G.W.B CRMC TILES

G.W.B

8'- 9 81"

G.W.B

8'- 9 81"

G.W.B

8'- 9 81"

G.W.B

8'- 9 81"

BRCKS G.W.B

G.W.B

8'- 9 81"

G.W.B

8'- 9 81"

BRCKS

CONC CONC

BRCKS BRCKS

G.W.B

8'- 9 8'- 9

9'- 2 58"

BRCKS / G.W.B CRMC TILES

G.W.B

9'- 2 58"

G.W.B

9'- 2 58"

LIVING ROOM

THIRD FLOOR

(MTL)

J J3

(wd)

YES

(wd)

GLASS/ METAL

(MTL)

GLASS/ METAL

YES

(MTL)

H1/H3

J1/J3

YES

(MTL)

YES -

107 12 ,14

2'-10"

7'-0"

2'-10"

7'-0"

1-3/4" 1-1/2"

13 15

6'-8"

1-1/2"

WOOD (wd)

7'-0" 7'-0"

1-3/4" 1-3/4" 1-3/4"

WOOD (wd)

2'-10"

7'-0"

1-1/2" 1-1/2"

WOOD (wd)

G.W.B

9'- 2 58"

2 30 ,31

6'-8" 7'-0"

G.W.B

9'- 2 58"

G.W.B

9'- 2 58"

BRCKS / G.W.B G.W.B

BRCKS / G.W.B

G.W.B CRMC TILES

BRCKS / G.W.B

BRCKS / G.W.B BRCKS / G.W.B

BRCKS / G.W.B G.W.B

8'- 11 21 "

G.W.B

8'- 11 21 "

G.W.B

BRCKS / G.W.B

G.W.B

8'- 11 21 "

G.W.B G.W.B

G.W.B

BRCKS

G.W.B

BRCKS / G.W.B

G.W.B

2'-10"

7'-0"

1-3/4" 1-1/2"

GLASS/ METAL WOOD (wd)

2'-10"

32 4

2'-8"

7'-0" 6'-8"

1-3/4" 1-1/2"

GLASS/ METAL WOOD (wd)

2'-10"

7'-0"

1-3/4"

YES -

HOLLOW METAL (hm)

FIRE RAING LABEL

NOTES

J1/J3 J2

(wd)

H1/H3 H2

(wd)

(MTL)

(wd)

(MTL)

(wd)

(MTL)

101 ,102

8'- 11 "

scale: none

TYPE

MATERIAL

2'-11" 2'-9"

6'-0"

103 ,104

6'-0"

(A) (A)

WOOD (wd) WOOD (wd)

2'-11"

7'-0"

(A)

WOOD (wd)

12,14

7'-0"

(A)

WOOD (wd)

2'-9" 3" 3'-316

7'-0"

(A)

WOOD (wd)

2 ,20,21

2'-11"

5'-0"

(A)

WOOD (wd)

22 ,23,24

2'-9"

5'-0"

(A)

WOOD (wd)

3 ,30,31

2'-11" 2'-9"

5'-0"

(A)

WOOD (wd)

5'-0"

(A)

WOOD (wd)

PROJECT NORTH •• • ••• • • ••••••••••

DOOR AND FRAME SCHEDULE

Block #

NOTES

Designer:

Project Architec Drawn by: Checked by: Project:

VARIES

PROP H2

J3 Address:

WINDOW SCHEDULE

1 1/2"=1'-0"

FRAME HEAD AND JAMB DETAILS

Drawing Title:

FINIS

JAMB

Drawing Scale:

VARIES

4'-93 4"

6'-10"

HEAD

CHECKRAIL A

SILL

1 1/2"=1'-0"

Page:12

JAMB, HEAD, CHECKRAIL AND SILL DETAILS

1/2"=1'-0"

TYPE A WINDOW

1/4"=1'-0"

DOOR TYPES

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

Date

05/27/201

1 2

SCALE: NONE

1 ,11

32 ,33,34

HEIGHT

No.

TRUE NORTH

8'- 11 21 "

WINDOW SCHEDULE SIZE WEDTH

NAME:

REYNOLD

8'- 11 21 "

ROOM FINISHED SCHEDULE

MARK

BELLAIR EX 117 BUSINE BOSTON, M TEL: 617. 5

Key Plan:

G.W.B

BRCKS / G.W.B

2'-8" 2'-10"

G.W.B

1-1/2"

BRCKS / G.W.B

G.W.B

(wd)

7'-0"

20 ,21

9'- 2 58"

G.W.B

2'-10"

9'- 2 58"

THIRD FLOOR

105

G.W.B

CLOSET

J1/J3

GLASS/ METAL WOOD (wd)

G.W.B

H1/H3

GLASS/ METAL WOOD (wd) HOLLOW METAL (hm)

7'-0"

G.W.B

1-3/4"

4'-9-3/4"

G.W.B

(MTL)

103,106

11,1

G.W.B

THIRD FLOOR

WOOD (wd)

100

G.W.B

HALLWAY

1-1/2"

9'- 2 58"

G.W.B

3 32, 35

YES

6'-8" 7'-0"

9'- 2 58"

G.W.B

G.W.B CRMC TILES

(wd)

2'-8" 2'-10"

G.W.B

THIRD FLOOR

JAMB

101

G.W.B

THIRD FLOOR

HEAD

(wd)

BRCKS

ELE

G.W.B

MATL

DETAIL

WOOD (wd)

2'-8" 2'-10" 3'-8-1/2"

BRCKS / G.W.B

GLAZING ELEVATION

MATL

1- 1/2"

9'- 2 58"

SECON FLOOR

KITCHEN

THK

7'-0"

9'- 2 58"

BRCKS / G.W.B

BATH ROOM

HGHT

2'-10"

G.W.B

BRCKS / G.W.B

102 ,104

G.W.B

MARK

G.W.B

SECON FLOOR THIRD FLOOR

FRAME

SIZE

BRCKS

CLOSET

BED ROOM

DOOR AND FRAME SCHEDULE DOOR

G.W.B

BRCKS / G.W.B

G.W.B

AXION ENG 165 FRIEND BOSTON, M TEL: 617. 2

9'- 2 58"

G.W.B

SHAFER DE 369 CONGR BOSTON, M TEL: 617. 8

NOTES

1 8" 1 8"

BRCKS / G.W.B

G.W.B

HEIGHT

BRCKS / G.W.B

G.W.B CRMC TILES

G.W.B

BRCKS

MATL

CORRIDOR

BRCKS

G.W.B BRCKS / G.W.B

G.W.B

BRCKS

FIRST FLOOR

SECON FLOOR

CRMC TILES

BRCKS

KITCHEN

HALLWAY

BRCKS / G.W.B

BRCKS BRCKS / G.W.B

25, 26

G.W.B

BRCKS / G.W.B

VARIES

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

WALLS N

106

SCALE: NONE

FLOOR

107

109 ,108

ROOM NAME

1/4"=1'-0"

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Credentials

Reynold Mclean | Archinect

http://archinect.com/reynoldmclean

http://kaywa.me/J4mSK

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Page:13

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

A1 A302

TOP OF BUILDING EL. + 43'-9 1/2"

2'-93 8"

TOP OF BUILDING EL. + 43'-9 1/2"

TOP OF ROOF EL. + 41'-0 1/8"

5" 10'-28

10'-25" 8

TOP OF ROOF EL. + 41'-0 1/8"

THIRD FLOOR EL. + 30'-9 1/2"

1" 10'-24

THIRD FLOOR EL. + 30'-9 1/2"

SECOND FLOOR EL. + 20'-7 1/4"

1" 10'-24

SECOND FLOOR EL. + 20'-7 1/4"

PARLOR 1ST FLOOR EL. + 10'-5"

9'-8"

PARLOR 1ST FLOOR EL. + 10'-5"

STREET LEVEL EL. + 0'-9"

GARDEN FLOOR EL. + 0'-9"

8'-33 4"

GARDEN FLOOR EL. + 0'-0"

CELLAR FLOOR EL. + 8'-3 1/2"

A1 FRONT ELEVATION

1/4"=1'-0"

CELLAR FLOOR EL. 8'-3 1/2"

A2 REAR ELEVATION

1/4"=1'-0"

PRODUCED BY AN AUTODESK EDUCATIONAL PRODUCT

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