HomeMy WebLinkAboutS002 General Notes & Special InspectionREF.RAPINSPECTOR QUALIFICATIONS
CATEGORY
GENERAL QUALIFICATIONS
THE FOLLOWING TABLE COMPRISES THE MINIMUM QUALIFICATIONS FOR SPECIAL INSPECTORS FOR THIS
PROJECT IN ACCORDANCE WITH THE UNIFORM CODE, IBC CHAPTER 17. REFER TO THE PROJECT
SPECIFICATIONS AND SCHEDULE OF SPECIAL INSPECTIONS FOR ADDITIONAL INFORMATION.
1. FOR EACH CATEGORY LISTED THE FOLLOWING QUALIFICATIONS ARE ACCEPTABLE:
A. ENGINEER IN TRAINING (EIT) WITH RELEVANT EXPERIENCE.
B. NEW YORK STATE LICENSED PROFESSIONAL ENGINEER (PE) WITH RELEVANT EXPERIENCE.
CODE REFERENCE MINIMUM QUALIFICATIONS
REINFORCED CONCRETE
PRESTRESSED CONCRETE
WELDING
HIGH STRENGTH BOLTING AND
STEEL FRAME INSPECTION
MASONRY
SPRAYED FIRE-RESISTANT
MATERIALS
SOILS
INSPECTION OF FABRICATORS
EXTERIOR AND INTERIOR
ARCHITECTURAL WALL PANELS
EXTERIOR INSULATION AND
FINISH SYSTEM
SMOKE CONTROL
SEISMIC RESISTANCE
1704.4
TABLE 1704.4
1704.3;
TABLE 1704.3,ITEM 5;
TABLE 1704.4,ITEM 2;
1707.2;
2208
1704.3.3;
Table 1704.3
1704.5;
Table 1704.5.1;
Table 1704.5.3
1704.11
1704.7;
704.8;
1704.9;
704.13
1704.2
1704.10
1704.14
1707; 1708
1. CURRENT ICC REINFORCED CONCRETE SPECIAL INSPECTOR OR ACI
CONCRETE CONSTRUCTION INSPECTOR.
2. CONCRETE FIELD TESTING CAN BE BY AN ACI CONCRETE FIELD
TESTING TECHNICIAN WITH GRADE 1 CERTIFICATION.
PRETENSION TENDONS:
1. CURRENT ICC REINFORCED CONCRETE CERTIFICATION AND ICC
PRESTRESSED CONCRETE CERTIFICATION AND ACI CONCRETE
FIELD TESTING TECHNICIAN WITH GRADE 1 CERTIFICATION PLUS
ONE YEAR RELEVANT EXPERIENCE
POST-TENSION TENDONS:
1. CURRENT POST-TENSIONING INSTITUTE (PTI) CERTIFICATION.
1. CURRENT ICC STRUCTURAL MASONRY CERTIFICATION
AND ONE YEAR OF RELEVANT EXPERIENCE.
1. CURRENT ICC SPRAY-APPLIED FIRE PROOFING CERTIFICATION
AND ONE YEAR OF RELEVANT EXPERIENCE.
1. CURRENT LEVEL II CERTIFICATION IN GEOTECHNICAL ENGINEERING
TECHNOLOGY/CONSTRUCTION FROM THE NATIONAL INSTITUTE FOR
CERTIFICATION IN ENGINEERING TECHNOLOGIES (NICET).
1. CURRENT ICC STRUCTURAL STEEL AND WELDING CERTIFICATION
AND ONE YEAR OF RELEVANT EXPERIENCE.
1. CURRENT AWS CERTIFIED WELDING INSPECTOR.
2. CURRENT ICC STRUCTURAL STEEL AND WELDING CERTIFICATE
PLUS ONE YEAR OF RELEVANT EXPERIENCE.
3. CURRENT LEVEL II CERTIFICATION FROM THE AMERICAN SOCIETY
FOR NONDESTRUCTIVE TESTING (NDT).
4. CURRENT NDT LEVEL III PROVIDED PREVIOUSLY CERTIFIED AS
NDT LEVEL II.
1. PRECAST: CURRENT ICC REINFORCED CONCRETE CERTIFICATION
PLUS ONE YEAR RELEVANT EXPERIENCE.
2. BAR JOIST: SEE WELDING REQUIREMENTS.
3. METAL BUILDING: SEE WELDING REQUIREMENTS.
4. STRUCTURAL STEEL: SEE WELDING REQUIREMENTS.
1. SEE THE MASONRY REQUIREMENTS FOR THE SI OF MASONRY
VENEERS SUBJECT TO BCNYS SECTION 1704.10.
1. REGISTERED DESIGN PROFESSIONAL (RDP) WITH RELEVANT
EXPERIENCE.
2. EIT WITH RELEVANT EXPERIENCE.
1. SEE THE REQUIREMENTS IN BCNYS SECTION 1704.14.2 2.
2. THE RDP RESPONSIBLE FOR DESIGN.
1704.12
1. SEE THE APPLICABLE CATEGORIES IN THIS TABLE.
STRUCTURAL SPECIAL INSPECTIONS
1.
2.
3.
4.
5.
PERIODIC
CONTINUOUS
PERIODIC
EARTHWORK
1705.6
1.
CAST-IN-PLACE CONCRETE
2.
ACI 318: CH. 20, 20.5
25.3, 26.6.1-26.6.3 1908.4
5.
--AWS D1.4
ACI 318:26.6.4
7.
1908.10ASTM C172, C31
ACI 318: 26.4, 26.12
8.
VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO
ACHIEVE THE DESIGN BEARING CAPACITY.
VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE
REACHED PROPER MATERIAL.
PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS
VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES
DURING PLACEMENT AND COMPACTION OF COMPACTED FILL.
PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE AND
VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.
INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND
VERIFY PLACEMENT
REINFORCING BAR WELDING:
a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706
b. INSPECT SINGLE PASS FILLET WELDS, MAXIMUM 5/16"
c. INSPECT ALL OTHER WELDS
VERIFY REQUIRED CONCRETE MIX IS USED AT EACH LOCATION.
PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR
STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND
DETERMINE THE TEMPERATURE OF THE CONCRETE.
INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER
APPLICATION TECHNIQUES.
VERIFY MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES
9.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE
CONCRETE MEMBER BEING FORMED.ACI 318: 26.11.1.2(b)
SPECIAL INSPECTION NOTES
THE FOLLOWING TABLE COMPRISES THE STRUCTURAL SPECIAL INSPECTION REQUIREMENTS FOR THIS
PROJECT IN ACCORDANCE WITH THE NEW YORK STATE 2017 UNIFORM CODE AND NEW YORK STATE UNIFORM
CODE SUPPLEMENT, CHAPTER 17. REFER TO THE PROJECT SPECIFICATIONS FOR REQUIRED QUALIFICATIONS
OF PERSONNEL PERFORMING SPECIAL INSPECTION ACTIVITIES AND ADDITIONAL INFORMATION.
REFERENCE
STANDARD
UNIFORM CODE
REFERENCEAREAS OF INSPECTION AND TESTING FREQUENCY
1908.9ACI 318: 5.11-5.13
ACI 318:26.5 1908.6, 1908.7,
1908.8
1904.1, 1904.2
1908.2, 1908.3
ACI 318: CH. 19
26.4.3, 26.12
1. SPECIAL INSPECTIONS ARE REQUIRED FOR THIS PROJECT.
2. COORDINATE WORK WITH OWNER'S TESTING AND SPECIAL INSPECTION REPRESENTATIVE.
3. PREFABRICATED ITEMS SHALL BE MANUFACTURED BY APPROVED AND CERTIFIED SHOPS.
4. REFERENCE IBC CHAPTER 17 FOR DEFINITION OF "CONTINUOUS" AND "PERIODIC".
5. REFERENCE AISC 360 CHAPTER N FOR DEFINITION OF " PERFORM" AND "OBSERVE".
6. REFERENCE ACI 530 FOR DEFINITION OF "CONTINUOUS" AND "PERIODIC".
7. REFERENCE SDI QA/QC FOR DEFINITION OF "PERFORM AND "OBSERVE".
PERIODIC
PERIODIC
CONTINUOUS
CONTINUOUS
PERIODIC
PERIODIC
CONTINUOUS
PERIODIC
PERIODIC
PERIODIC
PERIODIC
1.
4.
5.
6. INSPECTION TASKS AFTER BOLTING:
STEEL CONSTRUCTION
7.
INSPECTION TASKS PRIOR TO WELDING:
A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE.
B. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES
AVAILABLE.
C. MATERIAL IDENTIFICATION (TYPE/GRADE)
D. WELDER IDENTIFICATION SYSTEM
E. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY)
F. CONFIGURATION AND FINISH OF ACCESS HOLES
G. FIT-UP OF FILLET WELDS
INSPECTION TASKS PRIOR TO BOLTING:
A. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER
MATERIALS
B. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS.
C. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE,
BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM SHEAR PLANE)
D. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL
E. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING
SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET
APPLICABLE REQUIREMENTS.
F. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION
PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER
ASSEMBLIES AND METHODS USED
G. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER
FASTENER COMPONENTS
A. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL
HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED.
B. JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO THE
PRETENSIONING OPERATION
C. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED
FROM ROTATING
D. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC
SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST
RIGID POINT TOWARD THE FREE EDGES
A. PLACEMENT AND INSTALLATION OF STEEL DECK
B. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS
C. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS
INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR
TO CONCRETE PLACEMENT
PERFORM
PERFORM
PERFORM
PERFORM
PERFORM
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
2.INSPECTION TASKS DURING WELDING:
A. USE OF QUALIFIED WELDERS
B. CONTROL AND HANDLING OF WELDING CONSUMABLES
C. NO WELDING OVER CRACKED TACK WELDS
D. ENVIRONMENTAL CONDITIONS
E. WPS FOLLOWED
F. WELDING TECHNIQUES
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
3.INSPECTION TASKS AFTER WELDING:
A. WELDS CLEANED
B. SIZE, LENGTH AND LOCATION OF WELDS
C. WELDS MEET VISUAL ACCEPTANCE CRITERIA
D. ARC STRIKES
E. K-AREA
F. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED)
G. REPAIR ACTIVITIES
H. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT / MEMBER
NONDESTRUCTIVE TESTING OF WELDED JOINTS: AISC 360
STRUCTURAL STEEL SPECIFICATION CHAPTER N, 5.5
OBSERVE
PERFORM
PERFORM
PERFORM
PERFORM
PERFORM
PERFORM
PERFORM
AWS D1.1
PERFORM
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
A. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS PERFORM
1705.2
3.1
INSPECTION TASKS DURING BOLTING:
POST INSTALLED ANCHORS IN MASONRY AND CONCRETE
1. ANCHOR SIZE AND EMBEDMENT AND HOLE CLEANING (ALL)
2. HOLE CLEANING AND PREPARATION (ADHESIVE)
3. OVERHEAD APPLICATIONS (ALL)
4. HORIZONTAL ANCHORS SUPPORTING SUSTAINED TENSION (ADHESIVE)
5. ADDITIONAL INSPECTION PER MANUFACTURER'S ESR REPORT
PERIODIC
CONTINUOUS
CONTINUOUS
CONTINUOUS
CONTINUOUS
MANUFACTURER'S
INSTALLATION
INSTRUCTIONS
ACI318 AND
ESR REPORT
MASONRY CONSTRUCTION
1.
2.
ART. 1.5
530.1: ART. 2.1,2.6A
530.1: ART. 3.3B
3.
4.
5.
530.1: ART. 2.4B,2.4H
530.1: ART. 3.4,3.6A
VERIFY COMPLIANCE WITH APPROVED SUBMITTALS:
VERIFY THE FOLLOWING DURING CONSTRUCTION:
VERIFY THE FOLLOWING PRIOR TO GROUTING:
VERIFY THE FOLLOWING DURING CONSTRUCTION:
A. SIZE AND LOCATION OF STRUCTURAL ELEMENTS
B. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS
OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES
OR OTHER CONSTRUCTION
C. WELDING OF REINFORCEMENT
D. PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRY
DURING COLD WEATHER (BELOW 40) OR HOT WEATHER (ABOVE 90)
E. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE
F. PLACEMENT OF GROUT
G. PLACEMENT OF ACC MASONRY UNITS AND CONSTRUCTION OF THIN-
BED MORTAR JOINTS
OBSERVE GROUT SPECIMEN PREPARATION.
ACI 530.1:
530.1: ART. 2.1C
ACI 530.1: ART. 1.4
1705.4
A. GROUT SPACE
B. GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS,
AND PRESTRESSING TENDONS AND ANCHORAGE
C. PLACEMENT OF REINFORCEMENT, CONNECTORS
AND ANCHORAGES
D. PROPORTIONS OF SITE-PREPARED GROUT
E. PROPER CONSTRUCTION OF MORTAR JOINTS
ACI REFERENCE:
A. PROPORTIONS OF SITE PREPARED MORTAR.
B. CONSTRUCTION OF MORTAR JOINTS
C. GRADE AND SIZE OF PRESTRESSING TENDONS AND ANCHORAGES
D. LOCATION OF REINFORCEMENT, CONNECTORS, AND PRESTRESSING
TENDONS AND ANCHORAGES
E. PROPERTIES OF THIN-BED MORTAR FOR ACC MASONRY
(PERIODIC AFTER FIRST 5,000 SF OF AAC)
ACI REFERENCE
PERIODIC
REQUIREMENTS FOR LEVEL B SPECIAL INSPECTION & TESTING
PERIODIC
PERIODIC
PERIODIC
PERIODIC
PERIODIC
CONTINUOUS
PERIODIC
PERIODIC
PERIODIC
PERIODIC
PERIODIC
530.1: ART. 3.2D,3.2F
530.1: ART. 2.4,3.4
530.1: ART.
3.2E,3.4,3.6A
530.1: 2.6B,2.4G.1.B
530.1: ART. 3.3B
ACI REFERENCE
ACI530.1: ART. 3.3F
ACI530: SEC
1.2.1(E), 6.1.4.3, 6.2.1
ACI530: SEC 8.1.6.72
ACI530.1: ART. 1.8C
ACI530.1: ART. 3.6B
ACI530.1: ART. 3.5,
3.6C
ACI530.1: ART.
1.4B.2.A-C.3,
1.4B.3-4
(REFERENCE AISC 360 CHAPTER N)
3.--INSPECT ANCHORS IN CONCRETE PERIODIC ACI 318: 17.8.2
4
--
INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE MEMBERS
a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY
INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.
b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A.
CONTINUOUS
PERIODIC
ACI 318:17.8.2.4
ACI 318: 17.8.2
6.
AISC 360
CHAPTER N
1.
COLD FORMED STEEL FRAMING
2.
3.
AISI S100-2004
FRAMING MEMBERS: SIZE, SPACING, STITCH CONNECTORS, ORIENTATION,
AND ALIGNMENT
SELF-TAPPING SCREWS FOR BEARING AND SHEAR WALLS:
SHOP AND FIELD WELDED CONNECTIONS
(BURN THROUGH WILL BE CAUSE FOR REJECTION)
A. SIZE, QUANTITY, SPACING, EDGE DISTANCE, AND LOCATION
PERIODIC
PERIODIC
PERIODIC
(SEE STRUCTURAL STEEL FOR GENERAL REQUIREMENTS)
AISI S100-2004
AWS D1.3
--
--
--
--
--
--
STEEL DECK INSTALLATION
1. INSPECTION OR EXECUTION TASKS PRIOR TO DECK PLACEMENT
A. VERIFY COMPLIANCE OF MATERIALS (DECK AND ALL DECK
ACCESSORIES) WITH CONSTRUCTION DOCUMENTS, INCLUDING
PROFILES, MATERIAL PROPERTIES, AND BASE METAL THICKNESS
B. DOCUMENT ACCEPTANCE OR REJECTION OF DECK AND DECK
ACCESSORIES
2. INSPECTION OR EXECUTION TASKS AFTER DECK PLACEMENT
A. VERIFY COMPLIANCE OF DECK AND ALL DECK ACCESSORIES
INSTALLATION WITH CONSTRUCTION DOCUMENTS
B. VERIFY DECK MATERIALS ARE REPRESENTED BY MILL CERTIFICATIONS
THAT COMPLY WITH THE CONSTRUCTION DOCUMENTS
C. DOCUMENT ACCEPTANCE OR REJECTION OF INSTALLATION OF DECK
AND DECK ACCESSORIES
3. INSPECTION OR EXECUTION TASKS PRIOR TO WELDING
A. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE
B. MANUFACTURER CERTIFICATION FOR WELDING CONSUMABLES
AVAILABLE
C. MATERIAL IDENTIFICATION (TYPE/GRADE)
D. CHECK WELDING EQUIPMENT
4. INSPECTION OR EXECUTION TASKS DURING WELDING
A. USE OF QUALIFIED WELDERS
B. CONTROL AND HANDLING OF WELDING CONSUMABLES
C. ENVIRONMENTAL CONDITIONS (WIND SPEED, MOISTURE, TEMP)
D. WPS FOLLOWED
5. INSPECTION TASKS AFTER WELDING
A. VERIFY SIZE AND LOCATION OF WELDS, INCLUDING SUPPORT,
SIDELAP, AND PERIMETER WELDS
B. WELDS MEET VISUAL ACCEPTANCE CRITERIA
C. VERIFY REPAIR ACTIVITIES
D. DOCUMENT ACCEPTANCE OR REJECTION OF WELDS
6. INSPECTION OR EXECUTION TASKS PRIOR TO MECHANICAL FASTENING
A. MANUFACTURER INSTALLATION INSTRUCTIONS AVAILABLE FOR
MECHANICAL FASTENERS
B. PROPER TOOLS AVAILABLE FOR FASTENER INSTALLATION
C. PROPER STORAGE FOR MECHANICAL FASTENERS
7. INSPECTION OR EXECUTION TASKS DURING MECHANICAL FASTENING
A. FASTENERS ARE POSITIONED AS REQUIRED
B. FASTENERS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
INSTRUCTIONS
8. INSPECTION OR EXECUTION TASKS AFTER MECHANICAL FASTENING
A. CHECK SPACING, TYPE, AND INSTALLATION OF SUPPORT FASTENERS
B. CHECK SPACING, TYPE, AND INSTALLATION OF SIDELAP FASTENERS
C. CHECK SPACING, TYPE, AND INSTALLATION OF PERIMETER
FASTENERS
D. VERIFY REPAIR ACTIVITIES
E. DOCUMENT ACCEPTANCE OR REJECTION OF MECHANICAL
FASTENERS
PERFORM
PERFORM
PERFORM
PERFORM
PERFORM
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
PERFORM
PERFORM
PERFORM
PERFORM
OBSERVE
OBSERVE
OBSERVE
OBSERVE
OBSERVE
PERFORM
PERFORM
PERFORM
PERFORM
PERFORM
SDI QA/QC
QUALITY CONTROL
AND QUALITY
ASSURANCE FOR
INSTALLATION OF
STEEL DECK
1705.2.2
PERIODIC
PERIODIC
CONTINUOUS
PERIODIC
CONTINUOUS
CONTINUOUS
PERIODIC
A A
B B
C C
D D
1
1
2
2
3
3
3.8
3.8
4
4
5
5
5.6
A.5 A.5
B.3 B.3
2.7
2.7
D.3 D.3
6'-0"
BALANCED SNOW = 31 PSF
ON LOW ROOF -
DRIFT = 71 PSF AT
BUILDING FACE
ON LOW ROOF
BALANCED
SNOW = 31PSF6'-0"6'-0"6 '-0"
ON LOW ROOF -
BALANCED
SNOW = 31PSFON LOW ROOF -
DRIFT = 71 PSF AT
BUILDING FACE
13'-0"
13'-0"13'-0"13'-0"13'-0"13'-0"
ON MAIN ROOF -
DRIFT = 93 PSF AT
PARAPET FACE
ON MAIN ROOF -
DRIFT = 93 PSF AT
PARAPET FACE
ON MAIN ROOF -
DRIFT = 93 PSF AT
PARAPET FACE
ON MAIN ROOF -
DRIFT = 93 PSF AT
PARAPET FACE
BALANCED
SNOW = 31PSF
BALANCED
SNOW = 31PSF
BALANCED
SNOW = 31PSF
BALANCED
SNOW = 31PSF
DN
DN
DN
DN
DN
DNDNDNDNDRIFT = 93 PSF AT
WALL FACE
1
0' -
0
" MI
N1 3 ' - 1 1 7 /8 "1 1 ' - 1 1 7 /8 "1
0' -
0
" MI
Nø 5 ' - 0 "ø 4' - 0"ø 2' - 0"2' - 0"2' - 0"2' - 0"2' - 0"
2' - 8" ±
3' - 0" ±
VIF
2' - 0" ±VIF2' - 0" ±VIF2' - 0" ±B.5 B.5
DATE:
PROJECT:
OTHER:
DRAWN BY:
A
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10
1 2 3 4 5 6 7 8 9 10
Architecture
Planning
Interior Design
11 12
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Syracuse, New York 13202
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Structural Engineering Consultants2/10/2021 4:46:37 PMS002
GENERAL
NOTES AND
SPECIAL
INSPECTION
02/05/2021
2018089
NH Carpenter Park, Ithaca, NY 14850Park Grove - Cayuga Medical CenterMEDICAL OFFICE BUILDING3/32" = 1'-0"
SNOW DRIFT MAP
REVISION SCHEDULE
NAME DATE
02/10/2021
Received by DiMarco 2/15/2021