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33 Wilbur Cross Way,Mansfield,CT 06268
25-9 101 East River Drive,1st Floor
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COASTAL EROSION HAZARD -=_______ 21-4 NEW YORK
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LINE-SHEET 45 Fr OF 49
N/F PER MAP REFERENCE No.4 c LOCATION MAP SCALE 1 "=400'
HENRY L. FERGUSON
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MUSEUM INC. < LIMITS OF TIDAL WETLANDS
BLOCK #25 14 ALONG BASE OF ROCK SLOPE
14. VERIFIED BY GLENN JUST MAP REFERENCES
LOT #6 N; J.M.O. CONSULTING MARCH 30, 2017
LL = 1.) SITE PLAN PREPARED FOR JEREMIAH M. BOGERT, BLOCK 25 LOT
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7.) SITE IS LOCATED IN R-120 ZONE.
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55 DAVIDS HILL ROAD
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631-788-7717
LIMITS OF ZONE VE (EL 11)
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o JEREMIAH M. BOGERT 10.) BASE FOR LEVELS: NAVD 1988.
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GENERAL CONDITIONS 9. SUBMIT COMPLETE SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. MASONRY
POSTLEGEND
1. ALL WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE,2015 EDITION ROUGH CARPENTRY 1. AL MASONRY CONSTRUCTION SHALL CONFORM TO THE CURRENT PROVISIONS OF THE
AS AMENDED BY THE NEW YORK STATE BUILDING CODE,2020 EDITION. BUILDING CODE REGULATIONS FOR MASONRY STRUCTURES(TMS 402)AND THE SUPPORT UP ID
2. THE CONTRACTOR SHALL CAREFULLY VERIFYALL DIMENSIONS AND CONDITIONS 1N THE 1. ALL STRUCTURAL ROUGH CARPENTRY SHALL CONFORM WITH THE"NATIONAL DESIGN SPECIFICATION FOR MASONRY STRUCTURES(TMS 602). PU POST UP
FIELD PRIOR TO COMMENCEMENT OF THE WORK.SIEGEL ASSOCIATES,INC.(SAI)SHALL SPECIFICATION FOR WOOD CONSTRUCTION,"ANSI/AWS NDS-2015. 2. UNLESS NOTED OTHERWISE,MASONRY SHALL ACHIEVE A MINIMUM 28-DAY CU COLUMN UP
BE NOTIFIED OFANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK 2. UNLESS NOTED OTHERWISE,STRUCTURAL WOOD FRAMING SHALL HAVE THE COMPRESSIVE STRENGTH OF 1350 PSI. LC UP LALLY COLUMN UP `n
3. IN THE CASE OF CONFLICT, THE MORE STRINGENT REQUIREMENT AS DETERMINED BY FOLLOWING MINIMUM PROPERTIES: 3. ALL MASONRY WALLS SHALL HAVE GALVANIZED HOHMANN&BARNARD(HB)220 LADDER PU(HDU8) POST UP HAS SIMPSON HDU8-SDS2.5 HOLDOWN ATTACHED ' w E
THE ENGINEER SHALL CONTROL. A. FOR 24 (NOMINAL)THICKNESS KILN DRIED MEMBERS: SPRUCE-PINE-FIR(SPF) MESH HORIZONTAL WIRE REINFORCING PER THE MINIMUM MASONRY WALL TO BOTTOM OF POST w 0 0
4. THESE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE NO.1/NO.2 OR BETTER WITH THE FOLLOWING PROPERTIES: REINFORCING SCHEDULE, WITH CORNER AND"T"SECTIONS UNLESS NOTED.STOP
ARCHITECTURAL,MECHANICAL,ELECTRICAL,CIVIL,LANDSCAPE AND APPROVED SHOP a. ALLOWABLE BENDING STRESS,Fb=875 PSI REINFORCING EACH SIDE OF ALL CONTROL AND EXPANSION JOINTS. SUPPORT DOWN ID
DRAWINGS. b. ALLOWABLE SHEAR STRESS,Fv=135 PSI 4. AL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90,GRADE N-1,NORMAL o L
5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS,ELEVATIONS,EXACT c. COMPRESSION PARALLEL TO GRAIN=1,150 PSI WEIGHT. 3-2x4 (3)2x4 POSTw +-
LOCATIONS OF FLOOR AND ROOF OPENINGS,POSTS,ETC.NOT SHOWN IN STRUCTURAL d. COMPRESSION PERPENDICULAR TO GRAIN=425 PSI 5. MORTAR FOR AL WORK SHALL BE TYPE S. 3-2x6 (3)2x6 POST ,
DRAWINGS. e. MODULUS OF ELASTICITY,E=1,400,000 PSI 6. PROVIDE 100%SOLID MASONRYBELOW ALL LINTEL BEARINGS 12"BEYOND THE 44 44 FIR POST Z u
6. NO DEVIATION FROM WHAT IS SHOWN ON THESE STRUCTURAL DRAWINGS IS B. FOR 2-4"(NOMINAL)THICKNESS PRESSURE TREATED(P7)MEMBERS: OPENING FOR THE FULL WALL WIDTH AT ALL LINTELS FROM THE LINTEL BEARING TO 6x6 6x6 FIR POST SHEARWALL SYMBOL ON BOTH Q � N
PERMITTED WITHOUT PRIOR WRITTEN APPROVAL OF SAI.ALL UNAUTHORIZED SOUTHERN PINE N0.2 OR BETTER WITH THE FOLLOWING PROPERTIES: THE FLOOR BELOW. PT 4x4 4x4 ACQ PRESSURE TREATED POST SIDES OF SHEAR WALL INDICATES
[� °J N
DEVIATIONS FROM THESE DRAWINGS MUST BE REMOVED AND REPLACED AT THE a. ALLOWABLE BENDING STRESS,Fb=750 PSI 7. BRACE AND SHORE ALL MASONRY WALLS AS REQUIRED THROUGHOUT THE .-+
PT 6x6 6x6 ACQ PRESSURE TREATED POST DOUBLE-SIDED SHEARWALL.
CONTRACTOR'S EXPENSE. b. ALLOWABLE SHEAR STRESS,Fv=175 PSI COMPACTION AND CONSTRUCTION PROCESS UNTIL THE GROUND FLOOR SLAB AND HSS 32 3 2x31/x%HOLLOW STRUCTURAL SECTION
7. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND SAFE EXECUTION OF ALL c. COMPRESSION PARALLEL TO GRAIN=1,250 PSI SUPPORTING FLOORS OR ROOF HAVE BEEN COMPLETELY INSTALLED. 1 INSTALL PLYWOOD SHEATHING ON u c
TEMPORARY SHORING,BRACING,OR OTHER PROTECTION DURING CONSTRUCTION. d. COMPRESSION PERPENDICULAR TO GRAIN=565 PSI
LC 3/ 3!1270 CONCRETE FILLED LALLY COLUMN BOTH FACES OF WALL. �' cz N
HDU4 SIMPSON HDU4-SDS2.5 HOEDOWN cc 31 n
THE STRUCTURAL DRAWINGS INDICATE THE FINISHED CONDITION ONLY, WITHOUT e. MODULUS OF ELASTICITY,E=1,400,000 PSI HDU5 SIMPSON HDU5-SDS2.5 HOEDOWN F- O
ASSUMING KNOWLEDGE NOR RESPONSIBILITY FOR HOW THE CONTRACTOR WILL C. FOR 5"(NOMINAL)THICKNESS AND LARGER KILN DRIED AND PRESSURE 1 1 1 4,' „, �
ACHIEVE THIS RESULT. TREATED(P7)MEMBERS:SOUTHERN PINE NO.1 OR BETTER WITH THE PSL 31/x3/ 3�x3/PARALLEL STRAND LUMBER POST
PSL 31/x5/ 3/2x5'/PARALLEL STRAND LUMBER POST
8. UNLESS NOTED OTHERWISE,DETAILS,SECTIONS AND NOTES SHALL BE CONSIDERED FOLLOWING PROPERTIES: PSL 32x7 3%x7 PARALLEL STRAND LUMBER POST is x
TYPICAL FOR ALL OTHER SIMILAR CONDITIONS. a. ALLOWABLE BENDING STRESS,Fb=1,350 PSI PSL 5/2x7 5/,x5/PARALLEL STRAND LUMBER POST k X x k
9. SAI SHALL HAVE NO LIABILITY FOR WATERPROOFING OR MOISTURE TRANSMISSION b. ALLOWABLE SHEAR STRESS,Fv= 165 PSI PSL 5/4x7 511 x7 PARALLEL STRAND LUMBER POST
ISSUES, 14WETHER RELATED TO CONCRETE SLABS,FOOTINGS,FOUNDATIONS,OR c. COMPRESSION PARALLEL TO GRAIN=825 PSI PSL 7x7 7x7 PARALLEL STRAND LUMBER POST
OTHERWISE. d. COMPRESSION PERPENDICULAR TO GRAIN=375 PSI %"0 EP. 2"0 THREADED ROD POST-INSTALLED W1 EPDXY IN
10. STRUCTURAL FRAMING LOCATIONS ARE DICTATED BY WALLS AND OTHER CONDITIONS e. MODULUS OF ELASTICITY,E=1,500,000 PSI FOUNDATION
F1
THATARE DIMENSIONED ON THE ARCHITECTURAL DRAWINGS.CONTRACTOR TO 3. ENGINEERED LUMBER PRODUCTS SHALL BE TRUSJOISTBY WEYERHAEUSER ASA
POSITION STRUCTURAL FRAMING ELEMENTS USING STRUCTURAL DRAWINGS IN MINIMUM STANDARD OF QUALITY.SUBSTITUTIONS ARE NOT ALLOWED UNLESS %10 C.I.P. s"0 THREADED ROD CAST-IN-PLACE IN FOUNDATION
CONJUNCTION WITH ARCHITECTURAL PLANS AND SECTIONS. SPECIFICALLYAPPROVED BY THE ENGINEER.ENGINEERED LUMBER FRAMING SHALL TMP P1 TECHNO METAL POST P1 ;;e t ►'° � "� ,
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HAVE THE FOLLOWING MINIMUM PROPERTIES:
FOUNDATIONS A. LAMINATED VENEER LUMBER(LVL):
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a. ALLOWABLE BENDING STRESS,Fb=2,600 PSI �;:'� �L� c,.a ,<'_r r;,, ,� � . ;
1. ALLOWABLESOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND b. ALLOWABLE SHEAR STRESS,Fv=285 PSI DENOTES
THEREFORE MUST BE VERIFIED BYA QUALIFIED GEOTECHNICAL ENGINEER OR c. COMPRESSION PARALLEL TO GRAIN=2,510 PSI POST UP :
APPROVED BY THE BUILDING OFFICIAL.IF SOILS ARE FOUND TO DIFFER THAN THOSE d. COMPRESSION PERPENDICULAR TO GRAIN=750 PSI
ASSUMED,NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION e. MODULUS OF ELASTICITY,E=2,000,000 PSI Q �O\
REDESIGN. B. PARALLEL STRAND LUMBER(PSL): POST O�C� k'```
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2. EXCAVATE TO LINES AND GRADES REQUIRED TO PROPERLY INSTALL THE a. ALLOWABLE BENDING STRESS,Fb=2,400 PSI GRAPHICAL �� -
FOUNDATIONS ON INORGANIC,UNDISTURBED SOIL OR ON CONTROLLED STRUCTURAL b. ALLOWABLE SHEAR STRESS,Fv=190 PSI SYMBOL Q��
BACKFILL AS REQUIRED.ALL EXCAVATIONS SHALL BE DRY BEFORE PLACING ANY c. COMPRESSION PARALLEL TO GRAIN=2,500 PSI \JQ OVERDRIVEN NAILS
CONCRETE. d. COMPRESSION PERPENDICULAR TO GRAIN=545 PSI
3. EXTERIOR FOOTINGS SHALL BE PLACED ON APPROVED SOIL ATA MINIMUM DEPTH OF 4 e. MODULUS OF ELASTICITY,E=1,800,000 PSI DENOTES
FEET,ORAS MODIFIED BY THE STRUCTURAL ENGINEER,BELOW THE LOWEST 4. ENGINEERED LUMBER I-JOISTS SHALL BE"TJI"BY TRUS JOIST BY WEYERHAEUSER. SUPPORTING
ADJACENT GROUND EXPOSED TO FREEZING.ANYADJUSTMENT OF FOOTING JOIST SERIES AND SIZE SHALL BEAS INDICATED ON THE CONSTRUCTION DRAWINGS. POST
ELEVATIONS DUE TO FIELD CONDITIONS MUST HAVE THEAPPROVAL OF THE INSTALL JOISTS IN CONFORMANCE WITH MANUFACTURER'S REQUIREMENTS.
ARCHITECT AND ENGINEER. 5. UNLESS SUPPORTED BY HANGERS,ALL JOISTS SHALL HAVEA MINIMUM END BEARING
4. ASSUMED SOIL PROPERTIES: OF 2"AND A MINIMUM INTERMEDIATE BEARING OF 3-1/2" OK OK NG
A. MINIMUM SOIL BEARING CAPACITY.` 3000 PSF 6. ALL STRUCTURAL SHEATHING SHALL CONFORM TO PS-1,PS-2 AND BE APA RATED WITH
B. LATERAL EARTH PRESSURE. 70 PCF(RESTRAINED) THE MINIMUM PROPERTIES: SYMBOLS LEGEND:
45 PCF(UNRESTRAINED) A. SUBFLOOR SHEATHING SHALL BE MINIMUM 23/32"THICK TONGUE AND GROOVE,
6. FOOTINGS SHALL BE CENTERED BELOW COLUMNS AND WALLS ABOVE,UNLESS NOTED EXPOSURE 1,C-D GRADE PLYWOOD OR STRUCTURAL i GRADE ADVANTECH =
1. SHEARWALL
OTHERWISE OSB SHEATHING.PANELS SHALL HAVE A MINIMUM 24"SPAN RATING.FLOOR 2. INTERIOR BEARING WALL =
7. BACKFILL BELOW FOOTINGS AND SLABS SHALL BE MADE WITH APPROVED GRANULAR SHEATHING SHALL BE GLUED TO FLOOR JOISTS WITH AN APPROVED ADHESIVE 3. BEARING WALL ABOVE
MATERIALS PLACED IN 6"LAYERS LAYERS SHALL BE COMPACTED TO 95%DENSITYAT PRIOR TO NAILING. 4. STEEL MOMENT RESISTING CONNECTION=
OPTIMUM MOISTURE CONTENT,AS DEFINED BYASTM D1557,METHOD D. B. ROOF SHEATHING SHALL BE MINIMUM 19/32"THICK,EXPOSURE 1,C-D GRADE
8. BACKFILLING AGAINST WALLS OR PIERS MAY ONLY BE DONE AFTER WALLS OR PIERS PLYWOOD OR STRUCTURAL 1 GRADE HUBER ZIP SYSTEM ROOF SHEATHING
ARE BRACED TO PREVENT MOVEMENT.FOR WOOD FRAMED RESIDENTIAL PANELS.PANELS SHALL HAVE A MINIMUM 40/20 SPAN RATING.FOR SPANS OF T
CONSTRUCTION,NO BACKFILLING OF WALLS MAY TAKE PLACE UNTIL THE FIRST FLOOR 24"AND GREATER,PROVIDE TONGUEAND GROOVE EDGES OR METAL H-CLIPS �•i� l
DECK HAS BEEN FRAMED AND SHEATHED,UNLESS WRITTEN APPROVAL IS GIVEN BY CENTERED BETWEEN RAFTERS.
THE ARCHITECT OR ENGINEER. C. WALL SHEATHING SHALL BE MINIMUM 15/32"THICK,EXPOSURE 1,C-D GRADE
9. ANCHOR 13OLTS AND OTHER EMBEDDED FASTENERS SHALL BE ASTM F1554,GRADE 36 PLYWOOD OR 7/16"THICK STRUCTURAL 1 GRADE HUBER ZIP SYSTEM ABBREVIATION LEGEND I--4
MINIMUM, ICTHING PANELS.PANELS SHALL HAVEA MINIMUM 24116 SPAN TING.ACT WITH PRESSURE TREA ED LUMBER SHALL BE HOT DIP GALVANIZED UNLESS 7. UNLESS INDICATED ALL ENGINEERED UMBER JOISTS SHALL BEA.B. ANCHOR BOLT JOIST/BEAM PLAN KEY.
CON
NOTED OTHERWISE. INSTALLED IN A SIMPLE SPAN CONFIGURATION. ARCH. ARCHITECT
10. HOLDOWNS AND POSTANCHORS ARE TO BE INSTALLED IN ACCORDANCE WITH ANCHOR 8. ALL WOOD HAVING DIRECT CONTACT WITH CONCRETE OR MASONRY,AND WHEREVER BM. BEAM DENOTES DROPPED BEAM
MANUFACTURER INSTALLATION SPECIFICATION AND ICC-ESR REPORT REQUIREMENTS. WOOD IS WITHIN 8"OF FINISHED GRADE OR PART OF OPEN DECK CONSTRUCTION, BRG. BEARING WITH JOISTS FRAMING
ANCHORAGE OF THESE COMPONENTS INTO THE FOUNDATION SHALL BE CAST INTO THE SHALL BE PRESSURE TREATED. BTWN. BETWEEN OVER THE TOP OF BEAM
FOUNDATION,UNLESS NOTED OTHERWISE.DIMENSIONS ARE NOT FURNISHED TO 9. ALL FASTENERS IN CONTACT WITH PRESSURE TREADED LUMBER OR EXPOSED TO CLG. CEILING
LOCATE EMBEDDED ANCHORS.IT IS THE RESPONSIBILITY OF THE CONTRACTOR, THE WEATHER ARE TO BE HOT-DIP GALVANIZED OR STAINLESS STEEL,UNLESS NOTED CLR. CLEAR DENOTES THAT JOISTS
FRAMING SUBCONTRACTOR AND THE FOUNDATION SUBCONTRACTOR TO LOCATE OTHERWISE. COL. COLUMN MUST BE SPLICED
THESE ANCHORS IN THE EXACT LOCATION. 10. NON-PT BEAM ENDS SET IN CONCRETE BEAM POCKETS SHALL BE WRAPPED IN A CONC. CONCRETE OVER BEARING WALL
11. NO FOUNDATIONS SHALL BE PLACED IN WATER OR ON FROZEN GROUND. SELF ADHERING RUBBER MEMBRANE. CONT. CONTINUOUS OR BEAM
12. CONCRETE PLACEMENT FOR FOUNDATIONS AND SLABS ON GRADE SHALL BE 11. HANGERS AND CONNECTORS SHALL BE BY SIMPSON STRONG-TIE CORP. THE CU COLUMN UP
COMPLETED INA SINGLE CONTINUOUS OPERATION,UNLESS NOTED OTHERWISE CONTRACTOR SHALL STRICTLYADHERE TO MANUFACTURER'S FASTENING (E) EXISTING
13. PROVIDE FOUNDATION DRAINAGE,WATERPROOFING/DAMP-PROOFING,AND REQUIREMENTS.ALL CONNECTORS SHALL BE INSTALLED WITH THE MAXIMUM E.W. EACH WAY
FOUNDATION WALL INSULATION AS INDICATED ON THE ARCHITECTURAL DRAWINGS. FASTENER QUANTITY,UNLESS NOTED OTHERWISE.ALL CONNECTORS EXPOSED TO FON. FOUNDATION
14. PROVIDE METAL OR PVC SLEEVES IN THE FOUNDATION WALLS FOR SEWER,GAS, WEATHER SHALL BE ZMAX GALVANIZED COATED. FTG. FOOTING DENOTES DROPPED BEAM
ELECTRIC,:AND WATER LINES,AS REQUIRED. 12. UNLESS NOTED OTHERWISE,MULTIPLE 2x POSTS,SUCH AS 2-2x6,3-2x6,ETC.,SHALL BE HDR. HEADER WITH JOISTS FRAMING Q
CONFIGURED WITH ONE 2x AS A KING STUD AND THE BALANCE AS JACK STUDS. HORIZ. HORIZONTAL OVER THE TOP OF BEAM
CONCRETE 13. SOLID LUMBER POSTS WITHIN WALLS SHALL BE INSTALLED IN JACK CONFIGURATION G.C. GENERAL CONTRACTOR DENOTES THAT JOISTS
WITH ONE ADJACENT 2x KING STUD ATTACHED TO POST. LC LALLY COLUMN MUST BE CONTINUOUS, U
1. ALL CONCRETE WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE LATEST 14. UNLESS NOTED OTHERWISE,PROVIDE AT LEAST TWO JACK STUDS BENEATH ENDS OF LVL LAMINATED VENEER LUMBER Ez WITH NO SPLICES OVER W
EDITION 0'F ACI-318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" 2X12 AND ENGINEERED LUMBER HEADERS AND BEAMS. MAX. MAXIMUM BEARING WALL OR BEAM. U
AND ACI-301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE." 15. FOR WOOD JOIST SPANS UP TO 14 FEET,PROVIDE A SINGLE ROW OF FULL DEPTH MFR. MANUFACTURER
2. UNLESS NOTED OTHERWISE,CONCRETE SHALL ACHIEVEA MINIMUM 28-DAY STRENGTH, BLOCKING BETWEEN JOISTS AT MID SPAN.FOR SPANS EXCEEDING 14 FEET,PROVIDE MIN. MINIMUM
Pc AS FOLLOWS: TWO ROWS OF FULL DEPTH BLOCKING BETWEEN JOISTS AT THIRD POINTS OF THE SPAN M.O. MASONRY OPENING
A. FOOTINGS, WALLS,PILASTERS,COLUMNS: 3,000 PSI(NORMAL WEIGHT) 16. PROVIDE SOLID BLOCKING BETWEEN JOISTS AT ALL JOIST BEARING LOCATIONS. N.T.S. NOT TO SCALE
B. SLABS-ON-GRADE,STRUCTURAL SLABS,BEAMS: 4,000 PSI(NORMAL WEIGHT) 17. PROVIDE DOUBLE JOIST UNDER PARALLEL PARTITION WALLS OR SOLID BLOCKING @ 32" O.C. ON CENTER DENOTES FLUSH BEAM WITH
C. TOPPING SLABS AND PADS: 3,000 PSI(NORMAL WEIGHT) 0.C.BETWEEN THE CLOSEST TWO JOISTS. PT PRESSURE TREATED JOISTS HANGING INTO FACE OF Q
3. SLUMP AT THE POINT OF DISCHARGE FROM THE READY-MIX TRUCK SHALL BE 3-5". 18. GABLE-END WALL STUDS IN CATHEDRAL,PARTIAL CATHEDRAL,OR HIGH CEILING PU POST UP BEAM W/SIMPSON HANGERS
CONTRACTOR MAY SUBMIT FOR REVIEW HIGHER SLUMP MIX DESIGNS INCORPORATING SPACES SHALL SPAN UNINTERRUPTED FROM THE FLOOR PLATE TO THE UNDERSIDE OF REQ. REQUIRED DENOTES THAT JOISTS
THE USE OF PLASTICIZER ADMIXTURES. THE ROOF RAFTERS.THEY SHOULD NOT BE INTERRUPTED BYANYHORIZONTAL PLATES SIM. SIMILAR MUST BE SPLICED,AND W
4. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED FOR SEVERE OR BEAMS,UNLESS NOTED OTHERWISE ON THE DRAWINGS. SPEC. SPECIFICATION J L J LtJt- J - J L J L J L HANG E FACE D,BEAM �D
EXPOSURE. 19. MEMBERS WITHIN BUILT-UP BEAMS, WHETHER MADE OF SAWN OR ENGINEERED TYP. TYPICAL r r r r
5. ALL CONCRETE SHALL BE PLACED WITHOUT HORIZONTAL CONSTRUCTION JOINTS LUMBER,SHALL ONLY BE SPLICED OVER SUPPORTS. U.N.O. UNLESS NOTED OTHERWISE
EXCEPT WHERE SPECIFICALLY SHOWN.VERTICAL AND HORIZONTAL CONSTRUCTION 20. PROVIDE SIMPSON H2.5A HURRICANE TIES BETWEEN EACH RAFTER BOTTOM AND ITS VERT. VERTICAL
JOINTS IN ARCHITECTURAL CONCRETE SHALL ONLY BE MADE AS SHOWN ON THE BEARING POINT. V.O.P. VERIFY OR PROVIDE
CONSTRUCTION DRAWINGS,NO DEVIATION IS ALLOWED. 21. UNLESS ANOTHER CONNECTOR IS CALLED OUT,PROVIDE ONE SIMPSON A35 FRAMING V.I.F. VERIFY IN FIELD M
6. CONCRETE PLACEMENT IN COLD WEATHER CONDITIONS SHALL BE IN COMPLIANCE ANCHOR AT EACH RAFTER/RIDGE BEAM INTERSECTION,AND TWO WHEN RAFTERS ARE W/ WITH N
WITH ACI-306"GUIDE TO COLD WEATHER CONCRETING." DOUBLED OR TRIPLED(ONE EACH SIDE),
7. CONCRETE PLACEMENT IN HOT OR WINDY CONDITIONS SHALL BE IN COMPLIANCE WITH 2Z CONTRACTOR SHALL CAREFULLY COORDINATE THE WORK OF ALL TRADES TO MINIMIZE Q o
ACI-305"S:PECIFICATION FOR HOT WEATHER CONCRETING." THE NEED FOR CUTS AND BORE HOLES IN FRAMING LUMBER.IN GIRDERS,BEAMS,OR
8. SLABS ON GRADE SHALL BE PLACED AT THE ELEVATIONS AND SLOPES INDICATED IN JOISTS,CUTS AND BORE HOLES SHALL NOT BE DEEPER THAN 1/5 THE MEMBER DEPTH
THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.SURFACE FLATNESS SHALL BE 1/8" NOR MORE THAT 2"IN DIAMETER,AND SHALL NOT BE LOCATED NEARER TO THE END OF
IN 10'UNLESS NOTED OTHERWISE THE SPAN THAN THREE TIMES THE MEMBER DEPTH NOR WITHIN THE CENTER THIRD OF
9. NON-SHRINK GROUT SHALL BE MASTERFLOW 555 BY BASF MASTER BUILDERS OR THE SPAN UNLESS REINFORCED TO MEET STRESS CALCULATIONS.
PRE-APPROVED EQUAL.GROUT MAY BE PLACED FROM A 25 SECOND FLOW TO A STIFF 23. AT WOOD POSTS LANDING ON FLOOR DECK,PROVIDE SOLID VERTICAL WOOD W
PACKING CONSISTENCY.FILL OR PACK ENTIRE SPACE UNDER PLATES OR SHAPES. BLOCKING WITHIN DECK SANDWICH TO LINK UPPER POST WITH LOWER SUPPORT.
FOLLOW MANUFACTURERS RECOMMENDATIONS FOR PREPARATION,INSTALLATION BLOCKING TO MATCH UPPER POST SIZE. U
AND CURING. 24. SET LVL BEAMS THAT FRAME FLUSH WITH DIMENSIONAL LUMBER JOISTS 1/4"BELOW V)
THE TOP OFJOISTS TO ALLOW FOR JOIST SHRINKAGE WHERE BEARING WALLS OR [I]
REINFORCEMENT POSTS LAND ON THESE BEAMS,INFILL GAP WITH 1/4"PLYWOOD FOR SOLID BEARING. F-
W
1. STEEL REINFORCEMENT DETAILING,FABRICATION AND INSTALLATION SHALL BE IN DESIGN CRITERIA Q
CONFORMANCE WITH THE LATEST EDITION OF ACI-318, "BUILDING CODE z
REQUIREMENTS FOR REINFORCED CONCRETE"AND ACI-315,DETAILS AND DETAILING 1. DESIGN LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH THE NEW YORK STATE
OF CONCRETE REINFORCEMENT.' BUILDING CODE,2020 EDITION AND ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS J W
Z REINFORCING STEEL BARS SHALL CONFORM TO ASTM A615, GRADE 60 DEFORMED. AND OTHER STRUCTURES."
3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064 WITH A MINIMUM TENSILE Q
STRENGTH OF 70 KSI.ALL WELDED WIRE FABRIC SHALL BE SUPPLIED IN FLAT SHEETS. 2. GRAVITYLOADS: �D 0
4. LAP ALL CONTINUOUS BARS A MINIMUM OF 42 BAR DIAMETERS. A. DEAD LOADS: W Z
5. REINFORCING BARS SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS,UNLESS a. ROOFS: 18 PSF z W
INDICATED OTHERWISE. b. FLOORS: 15 PSF Li] 0
6. MINIMUM CLEAR CONCRETE COVER FOR REINFORCING(UNLESS NOTED OTHERWISE): c. INTERIOR WALLS: 10 PSF CD ~'
A. FOOTINGS AND CONCRETE CAST AGAINST EARTH: 3" B. LIVE LOADS(REDUCED WHERE PERMISSIBLE PER ASCE7 SECTION 4.7):
B. FOUNDATION WALLS AND CONCRETE IN CONTACT WITH EARTH: 2" a. FLOORS: 40 PSF
C. INTERIOR EXPOSED WALL FACES: 1" C. SNOW LOADS(AS STIPULATED IN THE NEW YORK STATE CODE AMENDMENTS):
D. FARMED CONCRETE EXPOSED TO WEATHER: 1.5" a. GROUND SNOW LOAD,Pg: 30 PSF
E SI'_ABS-ON-GRADE: 1.5" b. FLAT ROOF SNOW LOAD,Pt 21 PSF
F. SLABS NOT EXPOSED TO EARTH OR WEATHER: 1"
7. CONTRACTOR SHALL PROVIDE AND COORDINATE ALL EMBEDDED ITEMS INCLUDING 3. LATERAL LOADS:
CONDUIT,,SLEEVES AND THROUGH PENETRATIONS IMTH OTHERS.STEEL REINFORCING A. WIND LOADS:
SHALL NO T BE CUT OR DISPLACED WITHOUT EXPRESSED WRITTEN APPROVAL OF THE a. BASIC WIND SPEED, Vult: 137 MPH so,00
STRUCTURAL ENGINEER. b. OCCUPANCY CATEGORY. II
B. TACK WELDING OF REINFORCING BARS IS NOT PERMITTED. c. WIND EXPOSURE: B
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