ALL TREES ARE TO BE REGULATED BY CHAPTER 183 : TREE PROTECTION, OF THE TOWN OF OSSINING CODE.
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ALL INDICATED TREES REMOVED DUE TO STORM DAMAGE.
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description
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rev. no.
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date
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by
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drawing title:
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project:
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SY-101
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project no.
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drawn by:
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scale:
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date:
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drawing no.
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as noted
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19-033
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mi/eag
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12/22/20
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proposed plot plan
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317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
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gemmola & associates
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architects/planners
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The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
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The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
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%%USPECIAL NOTES
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These plans are not valid for a building permit unless originally signed and sealed by the Architect
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and are for the construction of that building only whose name appears on the plans.
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2019 Gemmola & Associates, Architects/Planners, All Rights Reserved
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C
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These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
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proposed residence for:
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%%Umark seiden
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SCALE: 1" = 20'-0"
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%%UPROPOSED PLOT PLAN
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49 croton dam road, ossining, ny 10562
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general revisions
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1
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11/18/20
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MI
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general revisions
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2
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12/01/20
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MI
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general revisions
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3
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12/03/20
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MI
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PROPOSED GARAGE & WALKWAY: (A) 1665 SF PROPOSED BAR: (A1) 290 SF 90% RAINFALL EVENT: (P) 1.4 INCH IMPERVIOUS: (I) 100% Rv = 0.005 X 0.009 I Rv = 0.005 X 0.009 X 100 = .95 WQv = P X Rv X A WQv = (1.4 / 12) X 0.95 X 1665 SF = 184.53 ~ 185 CU FT PROVIDE (4) CULTEC RECHARGER 280 HD. PROVIDES 194.5 CU FT OF STORAGE. 194.5 CU FT > 185 CU FT WQv = P X Rv X A1 WQv = (1.4 / 12) X 0.95 X 290 SF = 32.14 ~ 33 CU FT PROVIDE (2) CULTEC RECHARGER 150 XLHD. PROVIDES 58.3 CU FT OF STORAGE. 58.3 CU FT > 33 CU FT *SEE CULTECH SPECIFICATION ON ANNEX.
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STORM WATER CALCULATION:
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general revisions
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4
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12/22/20
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MI
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2.
WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION
4. SEE SPECIFICATIONS (THIS MANUAL) FOR INSTALLATION OF SILTFENCE.
3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED
OR COVERED.
STRAWBALES OR SILTFENCE
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.
INSTALLATION NOTES
WITH VEGETATION OR COVERSTABILIZE ENTIRE PILE
MIN. SLOPE MIN. SLOPE
SLOPE OR LESS1
2
· ···· · ·
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SILT FENCE DETAIL
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CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
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2. FILTER CLOTH TO BE FASTENED SECURELY TO
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2" x 2" HARDWOOD POSTS AT TOP MID AND
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SECTIONS
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3. WHEN TWO SECTIONS OF FILTER CLOTH
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ADJOIN EACH OTHER THEY SHALL BE OVER-
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LAPPED BY SIX INCHES AND FOLDED.
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4. MAINTENCE SHALL BE PERFORMED AS NEEDED
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POSTS: 2" x 2" HARDWOOD
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FILTER CLOTH: FILTER X,
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MIRAFI 100X, STABI-
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LINKA T140N OR APPROVED
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EQUAL
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N.T.S.
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10' MAX. C. TO C.
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SECTION
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MIN. 6" INTO GROUND
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EMBED FILTER CLOTH
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FILTER CLOTH OVER
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16" MIN
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UNDISTURBED GROUND
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20" MIN.
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36" MIN. FENCE POST
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FLOW
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FLOW
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24" MIN.
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HEIGT OF FILTER
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PERSPECTIVE VIEW
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6" MIN.
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16" INTO GROUND
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36" MIN. FENCE POSTS, DRIVEN MIN
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STOCKPILE DETAIL
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N.T.S.
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TREE PROTECTION
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%%uTREE TRUNK PROTECTION
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N.T.S.
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TREE TRUMK
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TIED AROUND
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2x__ BOARDS
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BOARD FENCE
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CORD FENCE
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SNOW FENCE
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DRIP LINE
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%%uSEQUENCE OF CONSTRUCTION
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ALL PERMITS SHALL BE OBTAINED THROUGH THE BUILDING DEPARTEMENT PROIOR TO
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COMENCENENT OF WORK.
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ALL WATER, GAS AND ELECTRICAL SERVICES SHALL BE TURNED OFF PRIOR TO
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COMENCENENT OF WORK.
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ALL TRAFFIC DETOURING SHALL BE COORDINATED WITH POLICE DEPARTMENT AND
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HIGHWAY DEPARTMENT.
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ONCE TRAFFIC DETOURING IS IN PLACE THE SIDE WALK SHALL BE REMOVED AND MINOR
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EXCACVATION INTO THE SITE SHALL BE DONE FOR PLACEMENT OF DEMOLITION CONTAINERS
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SO THAT DEMOLITION OF EXISTING RESIDENCE AND SITE CLEARING CAN BEGIN.
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ONCE SIDEWALK IS REMOVED AND DEMOLITION CONTAINERS ARE IN PLACE
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BARICADES SHALL BE PLACED BETWEEN DEMOLITION CONTAINERS AND ROAD.
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STEPS 4 AN 5 SHALL TAKE APROXIMATELY (1) OND DAY.
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ONCE CLEARING AND HOUSE DEMOLITION IS COMPLETE ROAD DETOURING BARICADES SHALL BE
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PUT IN PLACE AGAIN FOR (2) DAYS WHILE EXCACATORS AND 20 YARD DUMP TRUCKS ARE
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EXCAVATING INTO SITE AND REMOVING EARTH MATERIAL.
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AFTER 2 DAYS ENOUGH MATERIAL SHALL HAVE BEEN REMOVED SO THAT ALL REQUIRED
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EQUIPTMENT TO CONTINUE CONSTRUCTION SHALL BE PLACED WITHIN THE SITE AN NO FURTHER
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TRAFFIC ROUTING SHALL BE REQUIRED.
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1.
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2.
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3.
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4.
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5.
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6.
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7.
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8.
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TREFFIC LANE SHIFTS CAN BE REMOVED AND NORMAL TRAFFIC FLOW CAN THEN BE CONTINUE
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1. THIS ENGINEER IS RESPONSIBLE FOR FINAL CONSTRUCTION DETAILS ONLY.
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2. THIS ENGINEER IS NOT RESPONSIBLE FOR CONSTRUCTION SUPERVISION.
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7. ALL EXCAVATED AND DISTURBED AREAS SHALL BE PROTECTED TO AVOID PERSONAL INJURY. THESE
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PROTECTIVE DEVICES SHALL CONFORM TO OSHA STANDARDS.
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8. CONSTRUCTION, OTHER THAN SPECIFICALLY SHOWN ON THESE APPROVED PLANS, SHALL NOT BE
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CONDUCTED WITHIN DESIGNATED WETLAND AREAS OR WATERCOURSES WITHOUT PRIOR APPROVAL
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OF THE CONSERVATION COMMISSION & ALL OTHER AGENCIES HAVING JURISDICTION THEREOF.
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9. WHEREVER FEASIBLE, ALL EXISTING VEGETATION SHALL BE RETAINED AND PROTECTED WITH SILT
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FENCING. ALL TREES TO REMAIN SHALL BE PROTECTED WITH SILT FENCE PLACED AROUND THE
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DRIP LINE PRIOR TO BEGINING CONSTRUCTION IN ITS APPROXIMITY.
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10. CONSTRUCTION EQUIPMENT SHALL NOT CROSS LIVE STREAMS EXCEPT BY MEANS OF A BRIDGE,
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11. SITE CONSTRUCTION ACTIVITIES SHALL START WHENEVER POSSIBLE AT THE NEAREST POINT UPSLOPE
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OF SILT TRAPS AND PROCEED TO ACTIVITIES FURTHER UPSLOPE.
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12. SILT TRAPS SHALL BE CLEANED OUT WHEN THE ACCUMULATED SEDIMENT HAS REDUCED THE
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CAPACITY OF THE TRAP BY APPROXIMATELY 50 PERCENT; SEDIMENT REMOVED FROM THE TRAP
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SHALL BE PROPERLY DISPOSED OF TO PREVENT ITS RE-ENTRANCE TO THE DRAINAGE SWALE AND
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TRAP. SMALL QUANITIES OF SEDIMENT SHOULD BE PLACED BEHIND PROTECTIVE BERMS. LARGER
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QUANITIES OF SEDIMENT SHOULD BE STOCKPILED A SUITABLE DISTANCE AWAY FROM DRAINAGE
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COURSE AND CONTAINED BY PROTECTIVE BERMS AND VEGETATED.
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3. CONTRACTOR SHALL COMPLY WITH CODE 53 AND NOTIFY ALL UTILITY COMPANIES TO LOCATE
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UNDERGROUND UTILITIES THREE DAYS PRIOR TO STATING ANY WORK.
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4. CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS SET FORTH BY THE MUNICIPALITY
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5. CONTRACTOR SHALL SUPPLY CERTIFICATE OF INSURANCE AND WORKMANS COMPENSATION PRIOR
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6. CONTRACTOR SHALL VERIFY SITE/JOB CONDITIONS BEFORE STARTING WORK. ANY DESCREPANCIES
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SHOWN ON THIS PLAN SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THIS ENGINEER.
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CULVERT OR OTHER APPROVED MEANS.
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HAVING JURISDICTION THEREOF.
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TO STARTING ANY WORK.
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GENERAL NOTES:
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description
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rev. no.
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date
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by
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drawing title:
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project:
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SY-102
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project no.
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drawn by:
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scale:
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date:
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drawing no.
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as noted
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19-033
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mi/eag
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12/22/20
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site details
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317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
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%%USPECIAL NOTES
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These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2019 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
THE OUTDOOR LIGHTS SHALL BE ON MOTION SENSORS FROM DUSK TILL DAWN AND SHALL NOT BE ON UNLESS MOTION ACTIVATED
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NOTES!
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ALL OUTDOOR LIGHTING SHALL BE DIRECTED AND/OR SHIELDED SO AS TO PRECLUDE OBJECTIONABLE GLARE FROM BEING OBSERVABLE FROM ADJOINING STREETS AND PROPERTIES
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THE OUTDOOR LIGHTS SHALL BE LED AND SHALL NOT BE INCANDESCENT OR HALOGEN
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THE COLOR TEMPERATURE OF THE OUTDOOR LIGHTING SHALL BE LESS THAN OR EQUAL TO 3000 DEGREES KELVIN
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description
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rev. no.
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date
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by
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drawing title:
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project:
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A-101
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project no.
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drawn by:
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scale:
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date:
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drawing no.
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as noted
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19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
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proposed garage plan
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
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proposed residence for:
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%%Umark seiden
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED GARAGE LEVEL PLAN
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49 croton dam road, ossining, ny 10562
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revisions made as per meeting with owner
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1
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07/10/20
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MI
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general revisions
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2
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07/14/20
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MI
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general revisions
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3
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10/29/20
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MI
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general revisions
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4
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10/30/20
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MI
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general revisions
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5
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11/18/20
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MI
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general revisions
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6
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12/01/20
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MI
BUILDINGEXISTING
GARDENBELOW
EXISTING
NEWROOF LINE
NEWROOF LINE
NEW ROOF LINE(BELOW)
NEW ROOF LINE
12'-812" 19'-2" 11'-11
4"
35'-214"
NEWROOF LINE
DN14 R
K-3422WELLWORTHTOILETSVITREOUS CHINA
12'-1"7'-11"
CL.
CL.
30"X
60"
WIN
DO
W
9'-514"
5'-714"
5'-714"
9'-514"
STAIRS BELOW
STORAGESTORAGE
STORAGE
CATHEDRAL CEILINGMAX HEIGHT: 15'6"
22'-212"
8'-8"4'-1012"8'-8"
25'-712"
8'-034"4'-101
2"12'-812"
30'-1"
10'-734"
DISTANCE FROM EXISTINGRESIDENCE
47'-1014"
47'-1014"
PROPOSEDRECREATION ROOMSF: 1457 SFEL: 422.3'
GRAVELWALKWAY
6"x6"x14" HSS STEEL TUBE
6"x6"x14" HSS STEEL TUBE
30"X 60"WINDOW
30"X 60"WINDOW
30"X 60"WINDOW
30"X 60"WINDOW
30"X 60"WINDOW
30"X
60"
WIN
DO
W30
"X 6
0"W
IND
OW
B-BA-302
KNEE WALL, HEIGHT 40"
· ···· · ·
N
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CL
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CL
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CL
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CL
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CL
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CL
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L.
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WC
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CL
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CL
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CL
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RIDGE
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VALLEY
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VALLEY
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VALLEY
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VALLEY
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RIDGE
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RIDGE
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VALLEY
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VALLEY
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RIDGE
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VALLEY
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VALLEY
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RIDGE
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M.S.
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description
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rev. no.
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date
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by
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drawing title:
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project:
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A-102
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project no.
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drawn by:
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scale:
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date:
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drawing no.
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as noted
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19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/22/20
AutoCAD SHX Text
proposed recreation room plan
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
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proposed residence for:
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%%Umark seiden
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED RECREATION LEVEL PLAN
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49 croton dam road, ossining, ny 10562
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revisions made as per meeting with owner
AutoCAD SHX Text
1
AutoCAD SHX Text
07/10/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
2
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07/14/20
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MI
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general revision
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3
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10/29/20
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MI
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general revision
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4
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10/30/20
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MI
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general revision
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5
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11/18/20
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MI
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general revision
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6
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12/01/20
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MI
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general revision
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7
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12/22/20
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MI
K-3422WELLWORTHTOILETSVITREOUS CHINA
SPA62"x41"x75"
POWDER RM.
42"X
42"
WIN
DO
W
HOT-TUB84"x84"x38"
76"X 48"SL.GL.
WINDOW
BAR3'x6'-2"x3'
SH
ELV
ES
12"x
6'-2
"
18"x52"BAR SHELF
HVACEXISTING MSRW
EXISTING
36" MAPLECLUMP
LAMP POSTSEXISTING
LOC
KE
R
36"X20"X60" SILLAWNINGWINDOW
30"X
72"
WIN
DO
W30
"X 7
2"W
IND
OW
12" ROOFOVERHANG
60"X
84"
DB
L-FR
EN
CH
DO
OR
32'
20'
8'-6"
7'-10"
14'-6"
4'
3' 6'-6"
40" WALL BETWEENBAR EXTERIOR
WALL AND HOT TUB
4'-4"
4'
3'-10"
BLUE STONE PATIO
BAR AND SHELVESTO HAVE A 1"
OVERHANG ON ALLSIDES
WINDOW ANDDOORS ARE
CENTERED WITHEACH OTHER
12'
8'
5'-10"
PERGOLA 12'
PERGOLA12'
12'-6"
6"
4" POWDER ROOMDRAINAGE LINE
WATERLINE & SHOWERATTACHED TO P.T. POST
4'-4"
PERGOLA ABOVEPATIO
LINE OF PERGOLAABOVE
CA
THE
DR
AL
CE
ILIN
GR
IDG
E
RESIDENCEEXISTING
PATIOEXISTING
2A203
1A203
3A203
4A203
LINE OF DORMER
A-AA303
C-CA303
B-BA303
NEW BLUE STONE PATIO
LINE OF EXISTINGPATIO
24'-812"
24'-812"
17'-4 116"
18'-91316"
8" 6"6 716"
6"8"6"
ASDF
14'-6"
20'-0 116"
32'
14'
2'-6"
2'-6"
8"
8"
12'
ASDF
2'-6"
2'-6"
K-3422WELLWORTHTOILETSVITREOUS CHINA
POWDER RM.
RID
GE
..
2x12
RO
OF
RA
FTE
RS
@16
" O.C
.
.
2x12
RO
OF
RA
FTE
RS
@16
" O.C
.
.
(2)-
2X10
(2)-
2X8
(2)-
2X8
(2)-2X8
(2)-
2X8
(2)-2X10
(2)-
2X12
..
P.T
. 2x6
JO
ISTS
TOE
NA
ILE
D T
OB
EA
M
P.T
. (2)
-2X
12B
EA
M
(2)-2X10
(2)-2X10
(2)-2X10
K-3422WELLWORTHTOILETSVITREOUS CHINA
SPA62"x41"x75"
POWDER RM.
LOC
KE
R
3
3
GFI
100 CFMVENT
GFI
3
3
/ LIGHTCEILING FAN
OUTDOOR DECORATIVELIGHTING. MAX. 3000K
OUTDOOR DECORATIVELIGHTING. MAX. 3000K
98.9944
ROOF SLOPE
PROPOSED6:12
98.9944
ROOF SLOPE
PROPOSED6:12
OVERSIZED DRAIN w/ LEADER DOWN,CONNECT TO DRAIN ADAPTER ANDCONNECT TO NON-PERFORATEDLINE FOLLOWING FOOTING DRAIN
OVERSIZED LEADER OVERSIZED LEADER
LINE OF PERGOLA
· ···· · ·
N
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L.
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WC
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SLAB ON GRADE-HAUNCHED-HAUNCHED
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PAD FOOTING 30"x30"x12" CONCRETE PAD WITH (2)-#5 BARS IN BOTH DIRECTIONS. 8"x8" SQUARE CONCRETE PIER W/ POST-BASE CONNECTION TO P.T WOOD POST
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6" POURED CONCRETE SLAB WITH 66-W1.4XW1.4 WWF ON 6 MIL VAPOR BARRIER OVER 6" CRUSHED STONE/GRAVEL BED
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%%USHED SLAB CONSTRUCTION:
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W20 X H12 CONTINUOUS CONCRETE FOOTING w/ (2) #5 REBAR LAID FLAT, 42" BELOW FROST (TYPICAL). FOUNDATION WALL SHALL BE 8" CONCRETE. PERIMETER WALLS w/ POSTS INDICATED TO HAVE 30x30x12 EXPANDED FOOTING. 6X6 WOOD COLUMN TO CONNECT TO 30x30x20 PAD FOOTING.
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%%USHED FOUNDATION CONSTRUCTION:
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USE 6" PERFORATED FOOTING DRAIN SURROUNEDWITH MIN. 6" OF GRAVEL AND GEOTEXTILE
PROVIDE OUTDOOR LIGHTING WITH MAXIMUM 3000K OUTPUT. NO EXTERIOR LIGHTING SHALL BE PROVIDED AT REAR WALL FACING NEIGHBORING PROPERTY.
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%%UEXTERIOR LIGHTING:
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USE 6" PERFORATED FOOTING DRAIN SURROUNEDWITH MIN. 6" OF GRAVEL AND GEOTEXTILE. LEADERS TO CONNECT TO UN-PERFORATED PVC ABOVE PERFORATED FOOTING DRAIN, PITCH @ 2% SLOPE AWAY FROM STRUCTURES
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%%USHED FOOTING DRAIN CONSTRUCTION:
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description
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rev. no.
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date
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by
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drawing title:
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project:
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A-103
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project no.
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drawn by:
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scale:
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date:
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drawing no.
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as noted
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19-033
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mi/eag
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12/22/20
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proposed outdoor bar-shed plans
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
AutoCAD SHX Text
proposed residence for:
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%%Umark seiden
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED BAR-SHED PLAN
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49 croton dam road, ossining, ny 10562
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revisions made as per meeting with owner
AutoCAD SHX Text
1
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07/10/20
AutoCAD SHX Text
MI
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general revision
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2
AutoCAD SHX Text
07/14/20
AutoCAD SHX Text
MI
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general revision
AutoCAD SHX Text
3
AutoCAD SHX Text
10/29/20
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MI
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general revision
AutoCAD SHX Text
4
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10/30/20
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MI
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general revision
AutoCAD SHX Text
5
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11/18/20
AutoCAD SHX Text
MI
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general revision
AutoCAD SHX Text
6
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12/01/20
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MI
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general revision
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7
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12/03/20
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MI
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED BAR-SHED FOUNDATION PLAN
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED BAR-SHED STRUCTURAL PLAN
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED BAR-SHED ELECTRICAL PLAN
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED BAR-SHED ROOF PLAN
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general revision
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8
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12/22/20
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MI
T/O GARAGEFLOOR
B/O CEILING
8'-8
"
EXISTING BRICK TO BE USED TOBREEZEWAY EXTENSION
EXISTING WINDOW TO BE RE-USED INBREEZEWAY EXTENSION
T/O 2ND FLOOR
16'-1
1" A
VG
. HE
IGH
T
NEW30X60
NEW30X60
NEW30X60
NEW30X60
12
15
12
15
12
20
12
20
53°53°59°59°
1211
121° 127°
T/O WALKWAYFLOOR
GARAGE ADDITION TO MATCHEXISTING GARAGE FINISHES
PROPOSED REDVERTICAL CEDAR SIDING
PROPOSED GRAYASPHALT SHINGLES
PROPOSED DORMER
EXISTING GARAGEFOOTING
EXISTING/PROPOSEDGARAGE FOOTING
EXISTING/PROPOSEDGARAGE FOOTING
LINE OF EXISTINGBUILDING
LINE OF PROPOSEDGARAGE ADDITION(BEYOND)
PROPOSED 12" ROOFOVERHANG W/OVERSIZED LEADER
9'-9
"PROVIDE SOFFIT VENT
PROVIDE SOFFIT VENT
EXISTING7'-6" X 9'X0"
EXISTING7'-6" X 9'X0"
PROPOSED7'-6" X 9'X0"
PROPOSED7'-6" X 9'X0"
SKIRT ROOF PITCH @12:12
EXISTING GRADE
PROPOSED GABLE ROOF
PROPOSED SHED ROOF.PROVIDE FLASHING @TOP OF ROOF
PROVIDE EXTERIORLIGHTING
T/O FLOOR
B/O CEILING
8'-0
"
T/O 2ND FLOOR
16'-1
1" A
VG
. HE
IGH
T
NEW30X60
NEW30X60
NEW30X60
NEW30X60
NEW30X60NEW
2-2'-6"X7'-6"GL.DR.
12
20
12
20
12
20
12
2059
°59°
121°
59°59°
121°
EXISTING/PROPOSEDGARAGE FOOTING
EXISTING/PROPOSEDGARAGE FOOTING
EXISTING GARAGEFOOTING
PROPOSED 12" ROOFOVERHANG W/
OVERSIZED LEADER
PROPOSED DORMER
8"
9'-9
"
PROVIDE SOFFIT VENT
PROVIDE SOFFIT VENT
PROPOSED REDVERTICAL CEDAR SIDING
PROPOSED GRAYASPHALT SHINGLES
SKIRT ROOF PITCH @12:12
PROPOSEDHAUNCH SLAB
EXISTING GRADE
PROVIDE EXTERIORLIGHTING
· ···· · ·
AutoCAD SHX Text
description
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rev. no.
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date
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by
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drawing title:
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project:
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A-201
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project no.
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drawn by:
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scale:
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date:
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drawing no.
AutoCAD SHX Text
as noted
AutoCAD SHX Text
19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
AutoCAD SHX Text
proposed elevations
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
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proposed residence for:
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%%Umark seiden
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED REAR ELEVATION
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49 croton dam road, ossining, ny 10562
AutoCAD SHX Text
revisions made as per meeting with owner
AutoCAD SHX Text
1
AutoCAD SHX Text
07/10/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
2
AutoCAD SHX Text
07/14/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
3
AutoCAD SHX Text
10/29/20
AutoCAD SHX Text
MI
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general revision
AutoCAD SHX Text
4
AutoCAD SHX Text
10/30/20
AutoCAD SHX Text
MI
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general revision
AutoCAD SHX Text
5
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11/18/20
AutoCAD SHX Text
MI
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general revision
AutoCAD SHX Text
6
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12/01/20
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MI
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED FRONT ELEVATION
1210
1210
NEW30X60
NEW30X60
NEW30X60
EXISTING/PROPOSEDGARAGE FOOTING
EXISTING/PROPOSED GARAGEFOOTING. STEP-DOWN ANDATTACH TO EXISTING HOUSEFOOTING
40°40°
LINE OF EXISTINGBUILDING
NEW30X60
NEW30X60
NEW30X60
T/O GARAGE FLOOR
B/O CEILING
8'-8
"
T/O 2ND FLOOR
16'-1
1" A
VG
. HE
IGH
T
T/O WALKWAYFLOOR
9'-9
"
121°
PROPOSED 12" ROOFOVERHANG W/
OVERSIZED LEADER
PROVIDE SOFFIT VENT
PROPOSED REDVERTICAL CEDAR SIDING
PROPOSED GRAYASPHALT SHINGLES
SKIRT ROOF PITCH @12:12
PROPOSED ROOF LINE(BEYOND)
PROPOSED GABLE ROOF
NEW3'-4"X 7'-6"
NEW2-4'-0"X 7'-0"
NEWCLEARSTORY
PROPOSED GABLE WITHVALLEY
PROPOSEDHAUNCH SLAB
PROPOSEDHAUNCH SLABPROPOSED
HAUNCH SLAB
EXISTING GRADE
12
12
12
12
45°45°
PROVIDE SOFFIT VENTPROVIDE FLASHING &OVERLAPPED SHINGLESAS REQUIRED
PROVIDE EXTERIORLIGHTING
EXISTING/PROPOSEDGARAGE FOOTING
T/O GARAGE FLOOR
B/O CEILING
8'-8
"
T/O 2ND FLOOR
16'-1
1" A
VG
. HE
IGH
T
T/O WALKWAYFLOOR
9'-9"
121°
PROPOSED 12" ROOFOVERHANG W/OVERSIZED LEADER
PROVIDE SOFFIT VENT
PROPOSED REDVERTICAL CEDAR SIDING
PROPOSED GRAYASPHALT SHINGLES
SKIRT ROOF PITCH @12:12
PROPOSED ROOF LINE(BEYOND)
PROPOSED GABLE ROOF
PROPOSED GABLE WITHVALLEY
PROPOSEDHAUNCH SLAB
EXISTING GRADE
12
12
12
12
45°
45°
1210
40°
PROPOSED 12" ROOFOVERHANG W/
OVERSIZED LEADER
PROVIDE SOFFIT VENT
PROPOSED SHED ROOF.PROVIDE FLASHING @ TOP
OF ROOF
PROVIDE EXTERIORLIGHTING
· ···· · ·
AutoCAD SHX Text
description
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rev. no.
AutoCAD SHX Text
date
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by
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drawing title:
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project:
AutoCAD SHX Text
A-202
AutoCAD SHX Text
project no.
AutoCAD SHX Text
drawn by:
AutoCAD SHX Text
scale:
AutoCAD SHX Text
date:
AutoCAD SHX Text
drawing no.
AutoCAD SHX Text
as noted
AutoCAD SHX Text
19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
AutoCAD SHX Text
proposed elevations
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
AutoCAD SHX Text
proposed residence for:
AutoCAD SHX Text
%%Umark seiden
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%UPROPOSED RIGHT ELEVATION
AutoCAD SHX Text
49 croton dam road, ossining, ny 10562
AutoCAD SHX Text
revisions made as per meeting with owner
AutoCAD SHX Text
1
AutoCAD SHX Text
07/10/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
2
AutoCAD SHX Text
07/14/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
3
AutoCAD SHX Text
10/29/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
4
AutoCAD SHX Text
10/30/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
5
AutoCAD SHX Text
11/18/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
6
AutoCAD SHX Text
12/01/20
AutoCAD SHX Text
MI
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SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%UPROPOSED LEFT ELEVATION
T/O FLOOR /GRADE
B/O EAVE
AVG. HEIGHTOF ROOF
8'
2'-7"
10'-7"
8'-11"
T/O PERGOLA
VERTICAL CEDARSIDING TO MATCHEXISTING
ASPHALT GABLE ROOFTO MATCH EXISTINGWOOD PERGOLATO BE PROVIDEDBY OTHEREXTERIOR PRIVACYWALL CLAD TBS BYOWNER
KNEE-WALLBETWEEN HOT-TUBAND SHED
P.T. 6x6 POST
RIDGE VENT
P.T. (2)-2x12 BEAM1'-6"
T/O SILL1'-6"
T/O SILL5'-01
2" 5'-012"6'-31
2" 3'-712"
1210
1210
VAULTED CEILINGFOR ENTRANCE
T/O FLOOR /GRADE
B/O EAVE
AVG. HEIGHTOF ROOF
8'
2'-7"
10'-7"
8'-11"
T/O PERGOLA
VERTICAL CEDARSIDING TO MATCH
EXISTING
ASPHALT GABLE ROOFTO MATCH EXISTING
WOOD PERGOLATO BE PROVIDED
BY OTHER
P.T. 6x6 POST
RIDGE VENT
P.T. (2)-2x12 BEAM8'-8" 11'-4"
126
126
T/O FLOOR /GRADE
B/O EAVE
AVG. HEIGHTOF ROOF
8'
2'-7"
10'-7"
VERTICAL CEDARSIDING TO MATCHEXISTING
ASPHALT GABLE ROOFTO MATCH EXISTING
RIDGE VENT
10'-1"4'-5"
5'T/O SILL
126
126
T/O FLOOR /GRADE
B/O EAVE
AVG. HEIGHTOF ROOF
8'
2'-7"
10'-7"
VERTICAL CEDARSIDING TO MATCH
EXISTING
ASPHALT GABLE ROOFTO MATCH EXISTING
RIDGE VENT
10' 4'-6"
3'-8"T/O SILL
WOOD PERGOLATO BE PROVIDED
BY OTHEREXTERIOR PRIVACYWALL CLAD TBS BY
OWNER
KNEE-WALLBETWEEN HOT-TUB
AND SHED
P.T. 6x6 POSTP.T. (2)-2x12 BEAM
· ···· · ·
AutoCAD SHX Text
CL
AutoCAD SHX Text
CL
AutoCAD SHX Text
CL
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NEW 30"x72" WINDOW
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NEW 30"x72" WINDOW
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NEW 60"x84" FRENCH-DOOR
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CL
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NEW 42"x42" PICTURE WINDOW
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AWN3018
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CL
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CL
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description
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rev. no.
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date
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by
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drawing title:
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project:
AutoCAD SHX Text
A-203
AutoCAD SHX Text
project no.
AutoCAD SHX Text
drawn by:
AutoCAD SHX Text
scale:
AutoCAD SHX Text
date:
AutoCAD SHX Text
drawing no.
AutoCAD SHX Text
as noted
AutoCAD SHX Text
19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
AutoCAD SHX Text
proposed elevations
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
AutoCAD SHX Text
proposed residence for:
AutoCAD SHX Text
%%Umark seiden
AutoCAD SHX Text
49 croton dam road, ossining, ny 10562
AutoCAD SHX Text
revisions made as per meeting with owner
AutoCAD SHX Text
1
AutoCAD SHX Text
07/10/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
2
AutoCAD SHX Text
07/14/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
3
AutoCAD SHX Text
10/29/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
4
AutoCAD SHX Text
10/30/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
5
AutoCAD SHX Text
11/18/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revision
AutoCAD SHX Text
6
AutoCAD SHX Text
12/01/20
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MI
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED FRONT ELEVATION-1
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general revision
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7
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12/03/20
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MI
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED REAR ELEVATION-2
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED LEFT ELEVATION-3
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SCALE: 1/4" = 1'-0"
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%%UPROPOSED RIGHT ELEVATION-4
EXISTING 1-FAMILYRESIDENTIAL
GARDENEXISTINGGRAVEL
WALKWAY
EL: 424.4'
4"x14" HSS STEEL TUBE
ANCHORED TO 36"x36"x24"
BEAM POCKET
6x6 WOOD POST 6x6 WO
OD
PO
ST 6x6 WOOD POST
6x6 WOOD POST6x6 WOOD POST
6x6
WO
OD
PO
ST
6x6
WO
OD
PO
ST
BEAM POCKET
BEAM POCKET
9'-858" 10'-10" 20'-4 1
16" 2'-6" 4'-512"
12'-91516"
3'-1 516"
2'-6"
8'-2 316"
2'-6"
4'-134"
3'-8"
4 716"
2'-6"
4'-318"
8'-4"
1'-178"
8 516"
5 716"
2'-10" 812"
13'-7 916"
8'-4"
1'-238"
9'-512" 1' 9' 1'
7'-1018" 5'-4" 7'-10"
12'-3 316"
3'-8"
5'-434"
3"
3'-8"
11 716"
3'-8"
112"
10'-81316"
3'-712"
4'-11116"
6'
6'-914"
(3)-2X12 GIRDER (3)-2X12 GIRDER
BEAM POCKET
(3)-2X12 (2)-2X10
(2)-2X12
(2)-
2X10
(3)-
2X12
(3)-
2X12
(2)-2X10
(2)-
2X8
(2)-
2X8
6x6 WOOD POST
6x6 WOOD POST
(2)-2X10
(2)-2X10
(2)-
2X10
(3)-2X12 (3)-2X12
(3)-
2X12
2X12 FL. JOISTS@ 12" O.C.
2X12 FL. JOISTS@ 16" O.C.
2X12 FL. JOISTS@ 16" O.C.
2X12 FL. JOISTS@ 16" O.C.
PROPOSED HAUNCH SLABSEE A301
(2)-
2X12
(2)-2
X8
(2)-2X8
2X6 RR@ 16" O.C.
.
(2)-2X12
PROPOSEDWALKWAY ROOF LINE
PROPOSEDWALKWAY ROOF LINE
(2)-
2X12
(2)-
2X12
(2)-
2X12
(2)-
2X12
6"x6"x14" HSS STEEL TUBE
ANCHORED TO 36"x36"x24"6"x6"x1
4" HSS STEEL TUBEANCHORED TO 36"x36"x24"
..
6x6 WOOD POST
6x6 WOOD POST
6x6 WOOD POST
· ···· · ·
N
AutoCAD SHX Text
PROVIDE HURRICANE CLIPS @ JOISTS/STINGERS/BEAMS/ROOF RAFTERS (TYPICAL)
AutoCAD SHX Text
NOTES!
AutoCAD SHX Text
ALL POSTS DOWN TO SOLID BEARING
AutoCAD SHX Text
PROVIDE SOLID BLOCKING AS INDICATED ON STRUCTURAL PLAN(TYPICAL)
AutoCAD SHX Text
CONCRETE FOOTINGS TO BE MIN. 42" BELOW FROST (TYPICAL)
AutoCAD SHX Text
CONTRACTOR TO CALL ARCHITECT ONCE ROOF STRUCTURE HAS BEEN REVEALED FOR REVIEW.
AutoCAD SHX Text
ALL WOOD FRAMING TO BE PRESSURE TREATED
AutoCAD SHX Text
description
AutoCAD SHX Text
rev. no.
AutoCAD SHX Text
date
AutoCAD SHX Text
by
AutoCAD SHX Text
drawing title:
AutoCAD SHX Text
project:
AutoCAD SHX Text
S-101
AutoCAD SHX Text
project no.
AutoCAD SHX Text
drawn by:
AutoCAD SHX Text
scale:
AutoCAD SHX Text
date:
AutoCAD SHX Text
drawing no.
AutoCAD SHX Text
as noted
AutoCAD SHX Text
19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
AutoCAD SHX Text
proposed garage level structure
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
AutoCAD SHX Text
proposed residence for:
AutoCAD SHX Text
%%Umark seiden
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%UPROPOSED GARAGE STRUCTURAL PLAN
AutoCAD SHX Text
49 croton dam road, ossining, ny 10562
AutoCAD SHX Text
revisions made as per meeting with owner
AutoCAD SHX Text
1
AutoCAD SHX Text
07/10/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
2
AutoCAD SHX Text
07/14/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
3
AutoCAD SHX Text
10/29/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
4
AutoCAD SHX Text
10/30/20
AutoCAD SHX Text
MI
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general revisions
AutoCAD SHX Text
5
AutoCAD SHX Text
11/18/20
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MI
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general revisions
AutoCAD SHX Text
6
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12/01/20
AutoCAD SHX Text
MI
BUILDINGEXISTING
GARDENBELOW
EXISTING
DN14 R
CATHEDRAL CEILINGMAX HEIGHT: 15'6"
GRAVELWALKWAY
BELOW
(2)-
2X10
(3)-
2X12
(2)-
2X10
(2)-2X12
(3)-2X12
(2)-2X10 (2)-2X10
(2)-2X10 (2)-2X10
(2)-2X10
(2)-2X10 (2)-2X10
(2)-
2X10
(2)-3 12" x 16" LVL
(3)-
2X12
(2)-2
X12(2)-2X12
(3)-
2X12
(2)-2X12(2)-2
X12
(3)-
2X12
(2)-2X12 (2)-2
X12
(3)-
2X12
(2)-2
X12 (2)-2X12
2X12 RR@ 16" O.C.
.
2X12 RR@ 16" O.C.
9'-10 516"2'-6"19'-1 5
16"13'-1058"
8'-2 316"
2'-6"
3'-1 516"
2'-6"
3'-1 516"
2'-6"
8'-2 316"
11'-5 716" 2'-6" 2'-4 7
16" 2'-6" 6'-91316"
5'-1 316"
7'-5 116" 2'-6" 2'-4 7
16" 2'-6" 7'-5 116"
35'-2 316"
1'-101116"
4'-2" 2'-0 316"
8'-11 316"
4'-138"
3'-2"
4'-4"
2"2"
4'-4"
4'-8 916"
2'-578"4'-4"2'-57
8"
4'-138"4'-13
8"
2'-21116"4'-4"1'-1011
16"
512"
6"x6"x14" HSS STEEL TUBE
6"x6"x14" HSS STEEL TUBE
(2)-
2X10
(2)-
2X12
(2)-
2X10
4'-1"
4'-1"
K-3422WELLWORTHTOILETSVITREOUS CHINA
2'-6"
4'-8 316"
4'-4"
3'-11"
4'-4"
3'-11"
4'-4"
4'-1"
4'-318"4'-31
8"
6'-9 916" 3'-215
16"3'
7'-1012"
· ···· · ·
N
AutoCAD SHX Text
RIDGE
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VALLEY
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VALLEY
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VALLEY
AutoCAD SHX Text
VALLEY
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VALLEY
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VALLEY
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VALLEY
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RIDGE
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RIDGE
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RIDGE
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RIDGE
AutoCAD SHX Text
VALLEY
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VALLEY
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VALLEY
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RIDGE
AutoCAD SHX Text
CL
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CL
AutoCAD SHX Text
L.
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WC
AutoCAD SHX Text
M.S.
AutoCAD SHX Text
PROVIDE HURRICANE CLIPS @ JOISTS/STINGERS/BEAMS/ROOF RAFTERS (TYPICAL)
AutoCAD SHX Text
NOTES!
AutoCAD SHX Text
ALL POSTS DOWN TO SOLID BEARING
AutoCAD SHX Text
PROVIDE SOLID BLOCKING AS INDICATED ON STRUCTURAL PLAN(TYPICAL)
AutoCAD SHX Text
CONCRETE FOOTINGS TO BE MIN. 42" BELOW FROST (TYPICAL)
AutoCAD SHX Text
CONTRACTOR TO CALL ARCHITECT ONCE ROOF STRUCTURE HAS BEEN REVEALED FOR REVIEW.
AutoCAD SHX Text
ALL WOOD FRAMING TO BE PRESSURE TREATED
AutoCAD SHX Text
description
AutoCAD SHX Text
rev. no.
AutoCAD SHX Text
date
AutoCAD SHX Text
by
AutoCAD SHX Text
drawing title:
AutoCAD SHX Text
project:
AutoCAD SHX Text
S-102
AutoCAD SHX Text
project no.
AutoCAD SHX Text
drawn by:
AutoCAD SHX Text
scale:
AutoCAD SHX Text
date:
AutoCAD SHX Text
drawing no.
AutoCAD SHX Text
as noted
AutoCAD SHX Text
19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
AutoCAD SHX Text
proposed recreation level structure
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
AutoCAD SHX Text
proposed residence for:
AutoCAD SHX Text
%%Umark seiden
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%UPROPOSED RECREATION STRUCTURAL PLAN
AutoCAD SHX Text
49 croton dam road, ossining, ny 10562
AutoCAD SHX Text
revisions made as per meeting with owner
AutoCAD SHX Text
1
AutoCAD SHX Text
07/10/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
2
AutoCAD SHX Text
07/14/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
3
AutoCAD SHX Text
10/29/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
4
AutoCAD SHX Text
10/30/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
5
AutoCAD SHX Text
11/18/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
6
AutoCAD SHX Text
12/01/20
AutoCAD SHX Text
MI
EXISTING 1-FAMILYRESIDENTIAL
EXISTING 2-CAR GARAGEFOUNDATION
6"x6"x14" HSS STEEL TUBE
ANCHORED TO 36"x36"x24"4"x1
4" HSS STEEL TUBEANCHORED TO 36"x36"x24"
6"x6"x14" HSS STEEL TUBE
ANCHORED TO 36"x36"x24"
47'-914"
40'-81116"
81316"
3'-11 716"
23'-11516"
20'-6"
4'-934"
21'-1012"
44'-5
11 16"
12'-9 716"
DIAGONAL: 39'-41316"
DIAGONAL: 42'-0 116"
DIAGONAL: 24'-111316"
3'-918"
7'-31116"
10'-6"10'
10'-5 516"10'-5 5
16"
8"
8"6'-75
8"
4'-1038"
6'-4 516"
6'-4 516"
434"3'
714"
8"
8"
8"
8" 8" 8" 8" 8" 8"
8" 8" 8"
8" 8" 8"
8" CMU BLOCK FOUNDATIONWALL ON 24" WIDE X 12" HIGHCONTINUOUS CONCRETEFOOTING
8" CMU BLOCK FOUNDATIONWALL ON 24" WIDE X 12" HIGHCONTINUOUS CONCRETEFOOTING
8" CMU BLOCK FOUNDATIONWALL ON 24" WIDE X 12" HIGHCONTINUOUS CONCRETEFOOTING
5'-118"
EXISTING GARAGE FOOTING
EXISTING GARAGE FOOTING
EXISTING 1-FAMILY RESIDENTIALFOOTING
EXISTING 1-FAMILY RESIDENTIAL16" STONE FOUNDATION WALL
STEP FOOTING TO CONNECTWITH EXISTING
STEP FOOTING TOCONNECT WITH
EXISTING
GC TO VERIFY LOCATION OFANY EXISTING FOOTING DRAINS
& MODIFY AS REQUIRED TOEXISTING DRYWELL
GC TO VERIFY DEPTH OFEXISTING STONE WALL /
FOOTING & ADJUST NEWFOOTING AS REQUIRED STEP FOOTING TO CONNECT
WITH EXISTING
STEP FOOTING TO CONNECTWITH EXISTING
LINE OF HAUNCH SLAB ABOVE
PROVIDE DOWEL CONNECTIONTO EXISTING FOOTING. SEE A-302
3'
3'
· ···· · ·
N
AutoCAD SHX Text
6" POURED CONCRETE HAUNCH SLAB WITH 66-W1.4XW1.4 WWF ON 6 MIL VAPOR BARRIER OVER 6" CRUSHED STONE/GRAVEL BED
AutoCAD SHX Text
%%UGARAGE SLAB CONSTRUCTION:
AutoCAD SHX Text
W24 X H12 CONTINUOUS CONCRETE FOOTING, 42" BELOW FROST (TYPICAL). FOUNDATION WALL SHALL BE 8" CMU BLOCK. PERIMETER WALLS w/ POSTS INDICATED TO HAVE 36x36x24 EXPANDED FOOTING. 6"x6"x " HSS STEEL TUBE TO CONNECT TO 14" HSS STEEL TUBE TO CONNECT TO 36x36x24 PAD FOOTING.
AutoCAD SHX Text
%%UGARAGE FOUNDATION CONSTRUCTION:
AutoCAD SHX Text
USE 6" PERFORATED FOOTING DRAIN SURROUNEDWITH MIN. 6" OF GRAVEL AND GEOTEXTILE
AutoCAD SHX Text
%%UGARAGE FOOTING DRAIN CONSTRUCTION:
AutoCAD SHX Text
"A-A"
AutoCAD SHX Text
A-301
AutoCAD SHX Text
DOWEL INTO FTG'S WITH (3)-#5 BARS (TYP)
AutoCAD SHX Text
%%UGARAGE FOOTING CONSTRUCTION:
AutoCAD SHX Text
description
AutoCAD SHX Text
rev. no.
AutoCAD SHX Text
date
AutoCAD SHX Text
by
AutoCAD SHX Text
drawing title:
AutoCAD SHX Text
project:
AutoCAD SHX Text
F-101
AutoCAD SHX Text
project no.
AutoCAD SHX Text
drawn by:
AutoCAD SHX Text
scale:
AutoCAD SHX Text
date:
AutoCAD SHX Text
drawing no.
AutoCAD SHX Text
as noted
AutoCAD SHX Text
19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
AutoCAD SHX Text
proposed garage foundation plan
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
AutoCAD SHX Text
proposed residence for:
AutoCAD SHX Text
%%Umark seiden
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%UPROPOSED GARAGE FOUNDATION PLAN
AutoCAD SHX Text
49 croton dam road, ossining, ny 10562
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
1
AutoCAD SHX Text
10/29/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
2
AutoCAD SHX Text
10/30/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
3
AutoCAD SHX Text
11/18/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
4
AutoCAD SHX Text
12/01/20
AutoCAD SHX Text
MI
4" LAYER OF GRAVEL
2-#5 REBAR LAID FLATMIN. 1" ABOVE BASE LAYEROF CONCRETE
66-W1.4XW1.4 WWF
POURED CONCRETE
12'-10"GEO-TEXTILE BELOW
2'
GRADE8"
ABOVE GRADE
BELOWGRADE
8"
8"1'-2"
66-W1.4XW1.4 WWF EXTENDAND BEND 180° @ REBAR
10x10x12" STEEL PLT. W/
(4) 58" Øx 16" ANCHOR BOLTS
6"x6"x14" HSS STEEL TUBE
36x36x24 CONCRETE PADFOOTING
3'
3'
8"
8"
1"
1"
10"
10"
5-#5 REBAR LAID FLATMIN. 1" ABOVE BASE LAYEROF CONCRETE
#5 REBAR LAID FLAT SPACE @ 6"TO HAVE 180° BEND @ END REBAR
(4) 58" Ø x 16" ANCHOR BOLTS
10"x10"x12" STL. PLT.
6" x 6" x 14" HSS STL. TUBE36"x36"x24" CONCRETEPAD FOUNDATION
2'
3'
1'-6" EDGE TO CL OFSTL.
CL
3'-6"
BELOWGRADE
GRADE
4-#5 REBAR LAID FLATMIN. 1" ABOVE BASE LAYEROF CONCRETE
#5 REBAR LAID FLAT SPACE @ 12"TO HAVE 180° BEND @ END REBAR
WALKWAY SLAB
8"
WALKWAY SLAB
GARAGE SLAB8"10" 10"
2' CONCRETE FTG.
1'
8" CMU BLOCK
6" CONCRETE HAUNCH SLAB
6x6-W1.4xW1.46 MIL. VAPOR BARRIEROVER 6" GRAVEL LAYER
(2)-#5 BOTTOM BAR
(2)-#5 TOP BAR
P.T. 2x6 BASE PLATE W/ 58" Ø x 16" ANCHOR BOLTS
SILL SEAL & TERMITE SHEILD
LIQUID WATER BARRIER
8" CMU BLOCK WALL W/ #5VERTICAL BAR @ 24" O.C.
MIN. 1" EXPANSION JOINT6x6-W1.4xW1.46 MIL. VAPOR BARRIEROVER 6" GRAVEL LAYER
GRAVEL AND GEOTEXTILEW/ 6" Ø FTG DRAIN
CEMENT WASH
2" RIGID INSULATION2" RIGID INSULATION
3'-6"
BELOWGRADE
GRADE
WALKWAY SLAB
8" 10"
2' CONCRETE FTG.
1'
8" CMU BLOCK
P.T. 2x6 BASE PLATE W/ 58" Ø x 16" ANCHOR BOLTS
SILL SEAL & TERMITE SHEILD
LIQUID WATER BARRIER
8" CMU BLOCK WALL W/ #5VERTICAL BAR @ 24" O.C.
GRAVEL AND GEOTEXTILEW/ 6" Ø FTG DRAIN
CEMENT WASH
4-#5 REBAR LAID FLATMIN. 1" ABOVE BASE LAYEROF CONCRETE
#5 REBAR LAID FLAT SPACE @ 12"TO HAVE 180° BEND @ END REBAR
· ···· · ·
AutoCAD SHX Text
PROVIDE HURRICANE CLIPS @ JOISTS/STINGERS/BEAMS/ROOF RAFTERS (TYPICAL)
AutoCAD SHX Text
NOTES!
AutoCAD SHX Text
ALL POSTS DOWN TO SOLID BEARING
AutoCAD SHX Text
PROVIDE SOLID BLOCKING AS INDICATED ON STRUCTURAL PLAN(TYPICAL)
AutoCAD SHX Text
CONCRETE FOOTINGS TO BE MIN. 42" BELOW FROST (TYPICAL)
AutoCAD SHX Text
CONTRACTOR TO CALL ARCHITECT ONCE ROOF STRUCTURE HAS BEEN REVEALED FOR REVIEW.
AutoCAD SHX Text
ALL WOOD FRAMING TO BE PRESSURE TREATED
AutoCAD SHX Text
description
AutoCAD SHX Text
rev. no.
AutoCAD SHX Text
date
AutoCAD SHX Text
by
AutoCAD SHX Text
drawing title:
AutoCAD SHX Text
project:
AutoCAD SHX Text
A-301
AutoCAD SHX Text
project no.
AutoCAD SHX Text
drawn by:
AutoCAD SHX Text
scale:
AutoCAD SHX Text
date:
AutoCAD SHX Text
drawing no.
AutoCAD SHX Text
as noted
AutoCAD SHX Text
19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
AutoCAD SHX Text
proposed garage/recreation sections
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
PROPOSED 2X6 @ 16" O.C. RAFTER, BAFFLES TOPROVIDE MIN. 1" AIR SPACE, 34" PLYWOOD
SHEATHING, ICE AND WATER SHIELD, & ROOFSHINGLES.
2X4 ATTACHED TO 2X6 ROOFRAFTERS
PROVIDE R21 FIBERGLASSINSULATION
· ···· · ·
AutoCAD SHX Text
PROVIDE HURRICANE CLIPS @ JOISTS/STINGERS/BEAMS/ROOF RAFTERS (TYPICAL)
AutoCAD SHX Text
NOTES!
AutoCAD SHX Text
ALL POSTS DOWN TO SOLID BEARING
AutoCAD SHX Text
PROVIDE SOLID BLOCKING AS INDICATED ON STRUCTURAL PLAN(TYPICAL)
AutoCAD SHX Text
CONCRETE FOOTINGS TO BE MIN. 42" BELOW FROST (TYPICAL)
AutoCAD SHX Text
CONTRACTOR TO CALL ARCHITECT ONCE ROOF STRUCTURE HAS BEEN REVEALED FOR REVIEW.
AutoCAD SHX Text
ALL WOOD FRAMING TO BE PRESSURE TREATED
AutoCAD SHX Text
description
AutoCAD SHX Text
rev. no.
AutoCAD SHX Text
date
AutoCAD SHX Text
by
AutoCAD SHX Text
drawing title:
AutoCAD SHX Text
project:
AutoCAD SHX Text
A-302
AutoCAD SHX Text
project no.
AutoCAD SHX Text
drawn by:
AutoCAD SHX Text
scale:
AutoCAD SHX Text
date:
AutoCAD SHX Text
drawing no.
AutoCAD SHX Text
as noted
AutoCAD SHX Text
19-033
AutoCAD SHX Text
mi/eag
AutoCAD SHX Text
12/03/20
AutoCAD SHX Text
proposed garage/recreation sections
AutoCAD SHX Text
317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
AutoCAD SHX Text
proposed residence for:
AutoCAD SHX Text
%%Umark seiden
AutoCAD SHX Text
49 croton dam road, ossining, ny 10562
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
1
AutoCAD SHX Text
10/29/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
2
AutoCAD SHX Text
10/30/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
%%UPROPOSED GARAGE SECTION "B-B"
AutoCAD SHX Text
general revisions
AutoCAD SHX Text
3
AutoCAD SHX Text
12/01/20
AutoCAD SHX Text
MI
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
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%%UPROPOSED WALKWAY SECTION "C-C"
3'-6
"
8"1'-8"
8"T/O FLOOR /GRADE
6"
H12"XW20" SPREAD FOOTING W/ 2-#5BARS LAID FLAT ON #5 REBAR @ 24" O.C.
6" PERFORATED FOOTING DRAIN W/GRAVEL AND GEOTEXTILE.
#5 TOP BAR
#5 BOTTOM BAR
1" MIN. EXPANSION JOINT
6" POURED CONCRETE HAUNCHEDSLAB W/ 6x6- WWF 1.4x1.4 ON 6 MILVAPOR BARRIER OVER 4"CRUSHED STONE/GRAVEL BED
6x8x16 CMU BLOCK WALL W/ 38" MORTARJOINT. WET APPLIED MOISTURE BARRIERON BOTH SIDES OF WALL
KNEE WALL. 40" MIN.FREE STANDING WALL 8 FT. HEIGHT
EXTERIOR FINISH AND SHEATHING TOMATCH SECTION A-A
FLAG STONE FINISH
· ···· · ·
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%%UFINISHED SHED
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NEW
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PROVIDE HURRICANE CLIPS @ JOISTS/STINGERS/BEAMS/ROOF RAFTERS (TYPICAL)
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NOTES!
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ALL POSTS DOWN TO SOLID BEARING
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PROVIDE SOLID BLOCKING AS INDICATED ON STRUCTURAL PLAN(TYPICAL)
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CONCRETE FOOTINGS TO BE MIN. 42" BELOW FROST (TYPICAL)
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CONTRACTOR TO CALL ARCHITECT ONCE ROOF STRUCTURE HAS BEEN REVEALED FOR REVIEW.
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ALL WOOD FRAMING TO BE PRESSURE TREATED
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description
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rev. no.
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date
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by
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drawing title:
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project:
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A-303
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project no.
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drawn by:
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scale:
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date:
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drawing no.
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as noted
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19-033
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mi/eag
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12/03/20
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proposed bar-shed sections
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317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
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gemmola & associates
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architects/planners
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The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
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Do not scale drawings.
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Existing conditions (if applicable) should be verified in the field.
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The information shown of this drawing is purported to be accurate but not guaranteed.
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The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
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%%USPECIAL NOTES
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These plans are not valid for a building permit unless originally signed and sealed by the Architect
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and are for the construction of that building only whose name appears on the plans.
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2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
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C
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These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.
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proposed residence for:
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%%Umark seiden
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49 croton dam road, ossining, ny 10562
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general revisions
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1
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10/29/20
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MI
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general revisions
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2
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10/30/20
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MI
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SCALE: 3/4" = 1'-0"
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%%USECTION C-C
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general revisions
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3
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12/01/20
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MI
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SCALE: 1/2" = 1'-0"
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%%UPROPOSED SECTION A-A
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general revisions
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4
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12/03/20
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MI
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SCALE: 3/4" = 1'-0"
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%%USECTION B-B
BUILDINGEXISTING
GARDENBELOW
EXISTINGGRAVEL
WALKWAY
OVERSIZED LEADER
OVERSIZED LEADER
OVERSIZED LEADER DOWN,CONNECT TO DRAIN ADAPTER ANDCONNECT TO NON-PERFORATEDLINE FOLLOWING FOOTING DRAIN
FUNNEL DRAIN w/ LEADER DOWN,CONNECT TO DRAIN ADAPTER ANDCONNECT TO NON-PERFORATEDLINE FOLLOWING FOOTING DRAIN
· ···· · ·
N
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USE 6" PERFORATED FOOTING DRAIN SURROUNEDWITH MIN. 6" OF GRAVEL AND GEOTEXTILE. LEADERS TO CONNECT TO UN-PERFORATED PVC ABOVE PERFORATED FOOTING DRAIN, PITCH @ 2% SLOPE AWAY FROM STRUCTURES TO DAYLIGHT
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%%UGARAGE FOOTING DRAIN CONSTRUCTION:
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description
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rev. no.
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date
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by
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drawing title:
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project:
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R-101
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project no.
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drawn by:
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scale:
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date:
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drawing no.
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as noted
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19-033
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mi/eag
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12/03/20
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proposed garage/recreation roof plan
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317 elwood avenue, hawthorne, new york 10532 tel. (914) 862-0202 fax (914) 862-0204
AutoCAD SHX Text
gemmola & associates
AutoCAD SHX Text
architects/planners
AutoCAD SHX Text
The Architect is not responsible for Construction Phase. Administration of the construction contract is the responsibility of the Owner.
AutoCAD SHX Text
Do not scale drawings.
AutoCAD SHX Text
Existing conditions (if applicable) should be verified in the field.
AutoCAD SHX Text
The information shown of this drawing is purported to be accurate but not guaranteed.
AutoCAD SHX Text
The construction documents do not indicate/include the design of HVAC/Electrical/Plumbing systems. The Contractor is to discuss/verify the scope of this work with the Owner.
AutoCAD SHX Text
%%USPECIAL NOTES
AutoCAD SHX Text
These plans are not valid for a building permit unless originally signed and sealed by the Architect
AutoCAD SHX Text
and are for the construction of that building only whose name appears on the plans.
AutoCAD SHX Text
2020 Gemmola & Associates, Architects/Planners, All Rights Reserved
AutoCAD SHX Text
C
AutoCAD SHX Text
These plans are the property of Gemmola & Associates Architects/Planners. Any use or reproduction in whole or part without the written authorization of Gemmola & Associates Architects/Planners is prohibited. Any said person or corporation using plans without proper authorization will be responsible to compensate the Architect.