ons. - materials must meet clean fill specifications
TRANSCRIPT
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
S1.0
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
ENGINEER'S SEAL:
AutoCAD SHX Text
GARY E. TALBOT, P.E.
AutoCAD SHX Text
PA LICENSE NO. 40033-E
AutoCAD SHX Text
FOUNDATION & 2nd FLOOR FRAMING PLAN
AutoCAD SHX Text
LENAPE CROSSING & S. HANOVER STREET
AutoCAD SHX Text
NORTH COVENTRY TOWNSHIP
AutoCAD SHX Text
NEW ROAD DEPARTMENT BUILDING
AutoCAD SHX Text
GTA, Inc.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
5910 Easton Road
AutoCAD SHX Text
Pipersville, PA 18947
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
STRUCTURAL ENGINEER:
AutoCAD SHX Text
NORTH COVENTRY, PA
AutoCAD SHX Text
S-1.0
AutoCAD SHX Text
1
AutoCAD SHX Text
1/8" = 1'0"
AutoCAD SHX Text
FOUNDATION AND LOOSE LINTEL PLAN
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
5'-0" X 5'-0" 4" THICK CONCRETE PAD W/ 4" CRUSHED STONE.
AutoCAD SHX Text
5'-0" X 5'-0" 4" THICK CONCRETE PAD W/ 4" CRUSHED STONE.
AutoCAD SHX Text
10'-0" X 5'-0" 4" THICK CONCRETE PAD W/ 4" CRUSHED STONE.
AutoCAD SHX Text
14'-0" X 5'-0" 4" THICK CONCRETE PAD W/ 4" CRUSHED STONE.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
AND 6 MIL MIN. VAPOR BARRIER
AutoCAD SHX Text
OF AASHTO #57 COMPACTED STONE
AutoCAD SHX Text
WELDED WIRE FABRIC OVER 4" LAYER OF
AutoCAD SHX Text
4" CONCRETE SLAB WITH 6x6-W1.4xW1.4
AutoCAD SHX Text
SLAB-ON-GRADE CONSTRUCTION:
AutoCAD SHX Text
L1
AutoCAD SHX Text
L1
AutoCAD SHX Text
L1
AutoCAD SHX Text
L1
AutoCAD SHX Text
L1
AutoCAD SHX Text
L3
AutoCAD SHX Text
L3
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
FINISHED FLOOR ELEVATION 286.00
AutoCAD SHX Text
STONE AND 6 MIL MIN. VAPOR BARRIER
AutoCAD SHX Text
6" LAYER OF AASHTO #57 COMPACTED
AutoCAD SHX Text
6x6-W4.0xW4.0 WELDED WIRE FABRIC OVER
AutoCAD SHX Text
8" CONCRETE SLAB WITH (2) LAYERS OF
AutoCAD SHX Text
SLAB-ON-GRADE CONSTRUCTION:
AutoCAD SHX Text
(TYPICAL UNLESS NOTED OTHERWISE)
AutoCAD SHX Text
FINISHED FLOOR ELEVATION 286.00
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F50
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F50
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
F40
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F2
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F4
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F4
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F4
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F2
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F2
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F1
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F5
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F5
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F6
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F6
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F7
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F7
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F7
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F7
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F7
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F7
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F7
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F7
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F3
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F3
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F3
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F3
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F3
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F3
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F3
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F6
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F1
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F1
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F1
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F1
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F1
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F1
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F8
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F8
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F8
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
F8
AutoCAD SHX Text
B
AutoCAD SHX Text
W8x15
AutoCAD SHX Text
S-1.0
AutoCAD SHX Text
2
AutoCAD SHX Text
1/8" = 1'0"
AutoCAD SHX Text
SECOND FLOOR FRAMING PLAN
AutoCAD SHX Text
W8x15
AutoCAD SHX Text
SD-1
AutoCAD SHX Text
SD-1
AutoCAD SHX Text
SD-1
AutoCAD SHX Text
DENOTES 1 1/2" x 20 GA. GALV.
AutoCAD SHX Text
COMPOSITE STEEL DECK WITH
AutoCAD SHX Text
6x6-W1.4xW1.4 WELDED WIRE FABRIC
AutoCAD SHX Text
AND 2 1/2" CONCRETE TOPPING
AutoCAD SHX Text
(4" TOTAL SLAB THICKNESS)
AutoCAD SHX Text
L2
AutoCAD SHX Text
L2
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
F50
AutoCAD SHX Text
5'-0"x5'-0"x1'-8"
AutoCAD SHX Text
7 - #6 E.W. T&B
AutoCAD SHX Text
FOOTING SCHEDULE
AutoCAD SHX Text
MARK
AutoCAD SHX Text
SIZE
AutoCAD SHX Text
REINFORCING
AutoCAD SHX Text
F40
AutoCAD SHX Text
4'-0"x4'-0"x1'-8"
AutoCAD SHX Text
6 - #6 E.W. T&B
AutoCAD SHX Text
W8x15
AutoCAD SHX Text
W8x15
AutoCAD SHX Text
W8x15
AutoCAD SHX Text
W8x15
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
SIM.
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
A
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
B
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
CJ
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
FOR USDA REVIEW
AutoCAD SHX Text
STRUCTURAL ENGINEER OF RECORD DESIGN CERTIFICATION
AutoCAD SHX Text
This project has been designed by me, in accordance with
AutoCAD SHX Text
the 2009 International Building Code, PA edition and all
AutoCAD SHX Text
applicable codes and standards referenced therein, and all
AutoCAD SHX Text
applicable Federal, State and local laws, codes and regulations;
AutoCAD SHX Text
and to the best of my knowledge and belief, these construction
AutoCAD SHX Text
documents are in conformance therewith.
AutoCAD SHX Text
Gary E. Talbot, P.E.
AutoCAD SHX Text
PA P.E. #40033-E
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
F30
AutoCAD SHX Text
3'-0"x3'-0"x1'-8"
AutoCAD SHX Text
4 - #6 E.W. T&B
AutoCAD SHX Text
F30
AutoCAD SHX Text
F30
AutoCAD SHX Text
F30
AutoCAD SHX Text
F30
AutoCAD SHX Text
EARTHWORK SPECIFICATION:
AutoCAD SHX Text
THE SCOPE OF WORK FOR THIS PROJECT INVOLVES THE COMPLETE REMOVAL AND OFFSITE DISPOSAL OF MATERIALS WITHIN THE AREAS
AutoCAD SHX Text
INDICATED AND REPLACEMENT WITH ENGINEERED FILL (SOILS EXCHANGE). THE APPROXIMATE LIMITS OF SOILS EXCHANGE ARE DEFINED ON THE PLAN.
AutoCAD SHX Text
AT THE START OF EXCAVATION FOR FOUNDATIONS ALL EXISTING TOP SOIL WITHIN THE LIMITS OF THE SOILS EXCHANGE SHALL BE REMOVED.
AutoCAD SHX Text
EXCAVATIONS SHALL PROCEED UNDER THE DIRECTION OF A GEOTECHNICAL ENGINEER UNTIL ALL FILL WITHIN THE BUILDING FOOTPRINT HAS
AutoCAD SHX Text
BEEN REMOVED. AT THAT POINT THE SUBRADE SHALL BE PROOFROOLED UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER TO
AutoCAD SHX Text
THE CONTRACTOR SHALL PERFORM HIS WORK IN A MANNER THAT ALLOWS THE GEOTECHNICAL ENGINEER TO WITNESS AND QUANTIFY
AutoCAD SHX Text
THE AMOUNT OF SOIL THAT HAS BEEN REMOVED AND REPLACED WITH ENGINEERED FILL. EXCAVATION AND REPLACEMENT OF UNSUITABLE
AutoCAD SHX Text
SOIL THAT IS NOT WITNESSED, MEASURED AND QUANTIFIED BY THE GEOTECHNICAL ENGINEER SHALL RESULT IN FORFITURE OF PAYMENT
AutoCAD SHX Text
FOR UNIT PRICE QUANTITIES TO THE CONTRACTOR.
AutoCAD SHX Text
THE UNIT PRICE FOR SOILS EXCHANGE SHALL BE A SINGLE AMOUNT PER CUBIC YARD WHETHER IT ULTIMATELY RESULTS IN AN ADD OR
AutoCAD SHX Text
DEDUCT AGAINST THE SOILS EXCHANGE QUANTITY IN THE BASE BID AS DEFINED ABOVE.
AutoCAD SHX Text
THE CONTRACTOR'S BASE BID SHALL INCLUDE THE EXCAVATION TO BOTTOM OF FOOTING ELEVATION PLUS BASE BID SOIL EXCHANGE QUANTITY ALLOWANCE.
AutoCAD SHX Text
SURFACE WATER SHALL NOT BE ALLOWED TO COLLECT OR POOL IN LOW LYING AREAS OF THE SITE, INCLUDING THE FOOTING EXCAVATION
AutoCAD SHX Text
AND SHALL BE DIRECTED TO APPROPRIATE STORM WATER CHANNELS.
AutoCAD SHX Text
THE BASE OF ALL FOUNDATION EXCAVATIONS SHALL BE REVIEWED FOR UNUSUALLY SOFT OR WET SOIL CONDITIONS BY THE GEOTECHNICAL
AutoCAD SHX Text
ENGINEER. ANY UNSTABLE AREAS ENCOUNTERED SHALL BE FURTHER EXCAVATED AND REVIEWED BY THE GEOTECHNICAL ENGINEER TO
AutoCAD SHX Text
DETERMINE THE EXTENT OF ANY SOLUTION ACTIVITY SO THAT REMEDIAL MEASURES CAN BE DESIGNED AND IMPLEMENTED.
AutoCAD SHX Text
THE EXTENT OF EXCAVATIONS SHALL BE KEPT TO A MINIMUM AND THE INFLUX OF SURFACE WATER INTO EXCAVATIONS SHALL BE MINIMIZED.
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
5.
AutoCAD SHX Text
6.
AutoCAD SHX Text
7.
AutoCAD SHX Text
8.
AutoCAD SHX Text
9.
AutoCAD SHX Text
TOP SOIL SHALL NOT BE ALLOWED FOR USE AS ENGINEERED FILL BUT MAY BE USED FOR OTHER NON-STRUCTURAL PORTIONS OF THE SITE.
AutoCAD SHX Text
SHOULD THE CONTRACTOR WISH TO OBTAIN OFFSITE SOIL FOR USE AS STRUCTURAL FILL THE GEOTECHNICAL ENGINEER SHALL BE PROVIDED
AutoCAD SHX Text
WITH (2) FIVE GALLON BUCKETS OF OFF SITE SOIL THAT IS TRULY REPRESENTATIVE OF THE SOIL PROPOSED TO BE USED BY THE
AutoCAD SHX Text
CONTRACTOR SUCH THAT THE GEOTECHNICAL ENGINEER CAN ASSESS THE SUITABILITY OF SUCH FILL FOR USE AS ENGINEERED FILL.
AutoCAD SHX Text
STOCKPILES OF FILL TO BE USED AS ENGINEERED FILL SHALL BE PROTECTED FORM THE WEATHER SUCH THAT IT WILL REMAIN SUITABLE.
AutoCAD SHX Text
ALL FILL TO BE USED AS ENGINEERED FILL SHALL BE SUBJECT TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER PRIOR TO PLACING.
AutoCAD SHX Text
FOLLOWING THE REMOVAL OF SURFICIAL ELEMENTS AND EXISTING FILL FROM WITHIN THE FOUNDATION FOOTPRINT AND LIMITS OF SOILS
AutoCAD SHX Text
EXCHANGE, REQUIRED EXCAVATION TO REACH PROPOSED SUBGRADE ELEVATIONS, AND PRIOR TO THE PLACEMENT OF ENGINEERED FILL OR
AutoCAD SHX Text
CONTRUCTION OF FOUNDATION ELEMENTS, ALL STRUCTURAL AREAS SHALL BE COMPACTED USING PROPER COMPACTING EQUIPMENT ACROSS
AutoCAD SHX Text
THE ENTIRETY OF THE STRUCTURAL AREA.
AutoCAD SHX Text
FOLLOWING THE COMPACTION PROCEDURES. PROOF-ROLLING SHALL BE PERFORMED USING A LOADED TANDEM-AXLE DUMP TRUCK OR
AutoCAD SHX Text
SIMILAR VEHICLE AS APPROVED BY THE GEOTECHNICAL ENGINEER. PROOF-ROLLING SHALL BE DONE UNDER THE OBSERVATION AND
AutoCAD SHX Text
DIRECTION OF THE GEOTECHNICAL ENGINEER AT ALL TIMES.
AutoCAD SHX Text
ANY LOOSE OR UNSTABLE AREAS ENCOUNTERED DURING PROOF-ROLLING AND COMPACTION SHALL BE COMPACTED IN PLACE OR REMOVED
AutoCAD SHX Text
AND REPLACED WITH STRUCTURAL FILL UNDER THE DIRECTION OF THE GEOTECHNICAL ENGINEER AND AS NOTED IN THIS SPECIFICATION.
AutoCAD SHX Text
DURING EXCAVATION CARE SHALL BE EXERCISED BY THE CONTRACTOR TO PROVIDE TEMPORARY SUPPORT TO THE EXISTING FOUNDATIONS
AutoCAD SHX Text
AND SUBSURFACE UTILITIES AS NECESSARY, INCLUDING THE PROPER SHORING, BRACING AND UNDERPINNING AS REQUIRED.
AutoCAD SHX Text
ALL EXISTING FILL, WHERE ENCOUNTERED SHALL BE COMPLETELY EXCAVATED FROM BENEATH THE BUILDING FOOTPRINT. THE
AutoCAD SHX Text
EXTENT OF THE EXCAVATIONS SHALL EXTEND A MINIMUM OF FIVE FOOT BEYOND ALL FOUNDATION EDGES OR AS REQUIRED BY GEOTECHNICAL ENGINEER.
AutoCAD SHX Text
ONCE EXCAVATED TO SUITABLE SOIL THE BASE OF THE EXCAVATION SHALL BE COMPACTED UNDER THE DIRECTION AND TESTING OF THE
AutoCAD SHX Text
GEOTECHNICAL ENGINEER. SHOULD ANY WEAK OR YIELDING AREAS BE NOTED, EXCAVATION SHALL CONTINUE TO SUITABLE SOIL.
AutoCAD SHX Text
ONCE THE SUBGRADE HAS BEEN REVIEWED AND APPROVED BY THE GEOTECHNICAL ENGINEER, THE PLACEMENT AND COMPACTION OF
AutoCAD SHX Text
ENGINEERED FILL SHALL BE COMPLETED IN ACCORDANCE WITH THIS SPECIFICATION.
AutoCAD SHX Text
ALL EXCAVATIONS SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE OSHA REQUIREMENTS AND SLOPED, BENCHED OR OTHERWISE
AutoCAD SHX Text
SUPPORTED TO PREVENT COLLAPSE AND PROTECT PERSONNEL.
AutoCAD SHX Text
IMPORTED FILL TO BE BE USED AS STRUCTURAL OR ENGINEERED FILL SHALL MEET THE FOLLOWING CRITERIA:
AutoCAD SHX Text
- FREE OF ORGANIC MATTER, ASH, CINDERS, SLAG AND DEMOLITION DEBRIS.
AutoCAD SHX Text
- PARTICLE SIZE DISTRIBUTION THAT IS WELL GRADED.
AutoCAD SHX Text
- PLASTICITY INDEX LESS THAN 10; LIQUID LIMIT LESS THAN 30.
AutoCAD SHX Text
- LESS THAN 15 PERCENT BY WEIGHT ROCK FRAGMENTS LARGER THAN 3" WITH NO PARTICLE EXCEEDING 6".
AutoCAD SHX Text
- LESS THAN 30 PERCENT BY WEIGHT LARGER THAN THE 3/4" AND LESS THAN 30 PERCENT SMALLER THAN THE NO. 200 SIEVE.
AutoCAD SHX Text
- OFF-SITE SOILS PROPOSED FOR USE SHALL BE SUBJECT TO THE APPROVAL OF THE GEOTECHNICAL ENGINEER.
AutoCAD SHX Text
ON-SITE SOILS ARE MARGINALLY SUITABLE FOR USE AS ENGINEERED OR STRUCTURAL FILL AND MAY PROVE DIFFICULT TO PLACE DURING
AutoCAD SHX Text
PERIODS OF ADVERSE WEATHER. ALL DELETERIOUS MATERIAL, IF ENCOUNTERED SHALL BE REMOVED PRIOR TO USE AS ENGINEERED FILL.
AutoCAD SHX Text
ENGINEERED OR STRUCTURAL FILL SHALL BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES IN LOOSE THICKNESS AND COMPACTED WITH A
AutoCAD SHX Text
SMOOTH-DRUM, VIBRATORY ROLLER HAVING A MINIMUM STATIC WEIGHT OF 10 TONS. SHOULD HAND-OPERATED COMPACTION EQUIPMENT BE
AutoCAD SHX Text
UTILIZED, THE MAXIMUM LOOSE LIFT THICKNESS SHALL BE 4 INCHES.
AutoCAD SHX Text
THE OPTIMUM LIFT THICKNESS AND NUMBER OF REPETITIVE PASSES WITH COMPACTION EQUIPMENT NECESSARY TO ACHIEVE THE REQUIRED
AutoCAD SHX Text
PERCENTAGE COMPACTION VALUES SHALL BE DETERMINED IN THE FIELD WITH TEST PASSES OF THE CHOSEN COMPACTION EQUIPMENT.
AutoCAD SHX Text
ALL FILL SHALL BE PLACED AT, OR DEVIATE NOMINALLY FROM PLUS OR MINUS 2%%% OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED IN
AutoCAD SHX Text
ACCORDANCE WITH ASTM D698 AND COMPACTED TO THE MINIMUM PERCENTAGE OF THE SOILS MAXIMUM DRY DENSITY OF 98%%% FOR ALL
AutoCAD SHX Text
FOUNDATION AND SLAB ON GRADE SUPPORT FILL. FILL FOR RETAINING WALLS, PAVEMENTS, WALKWAYS AND EMBANKMENTS SHALL BE COMPACTED
AutoCAD SHX Text
TO 95%%% ALL OTHER NON-STRUCTURAL AREAS SHALL BE COMPACTED TO 92%%% OF MAXIMUM DRY DENSITY, ACCORDING TO ASTM D698.
AutoCAD SHX Text
10.
AutoCAD SHX Text
11.
AutoCAD SHX Text
12.
AutoCAD SHX Text
13.
AutoCAD SHX Text
14.
AutoCAD SHX Text
15.
AutoCAD SHX Text
16.
AutoCAD SHX Text
17.
AutoCAD SHX Text
18.
AutoCAD SHX Text
19.
AutoCAD SHX Text
20.
AutoCAD SHX Text
21.
AutoCAD SHX Text
22.
AutoCAD SHX Text
23.
AutoCAD SHX Text
24.
AutoCAD SHX Text
25.
AutoCAD SHX Text
APPROXIMATE LIMITS OF SOILS EXCHANGE
AutoCAD SHX Text
APPROXIMATE LIMITS OF SOILS EXCHANGE
AutoCAD SHX Text
ALL COMPACTION SHALL BE TESTED IN ACCORDANCE WITH ASTM D698.
AutoCAD SHX Text
26.
AutoCAD SHX Text
APPROXIMATE LIMITS OF SOILS EXCHANGE
AutoCAD SHX Text
APPROXIMATE LIMITS OF SOILS EXCHANGE
AutoCAD SHX Text
DETERMINE IF THERE ARE ANY SOFT ZONES THAT NEED TO BE REMOVED AND REPLACED WITH ENGINEERED FILL. ONCE ALL THE FILL HAS BEEN
AutoCAD SHX Text
REMOVED TO THE SATISFACTION OF THE GEOTECHNICAL ENGINEER, ENGINEERED COMPACTED FILL SHALL BE PLACE IN 8" MAX. LOOS LIFTS AND
AutoCAD SHX Text
COMPACTED TO 98%%% MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D698, UNDER THE DIRECT OBSERVATION AND TESTING OF THE GEOTECHNICAL
AutoCAD SHX Text
ENGINEER. CONTRACTOR SHALL INCLUDE IN BID PRICE COMPENSATION OF GEOTECHNICAL ENGINEER AND INSPECTORS FOR SOIL EXCHANGE OPERATIONS.
AutoCAD SHX Text
- MATERIALS MUST MEET CLEAN FILL SPECIFICATIONS ACCORDING TO PADEP MANAGEMENT OF FILL POLICY DOCUMENT NO. 258-2182-773.
AutoCAD SHX Text
6/18/18
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
S1.1
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
ENGINEER'S SEAL:
AutoCAD SHX Text
GARY E. TALBOT, P.E.
AutoCAD SHX Text
PA LICENSE NO. 40033-E
AutoCAD SHX Text
SALT BUILDING STRUCTURAL PLANS
AutoCAD SHX Text
LENAPE CROSSING & S. HANOVER STREET
AutoCAD SHX Text
NORTH COVENTRY TOWNSHIP
AutoCAD SHX Text
NEW SALT STORAGE BUILDING
AutoCAD SHX Text
GTA, Inc.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
5910 Easton Road
AutoCAD SHX Text
Pipersville, PA 18947
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
STRUCTURAL ENGINEER:
AutoCAD SHX Text
NORTH COVENTRY, PA
AutoCAD SHX Text
R.O.
AutoCAD SHX Text
ROUGH OPENING
AutoCAD SHX Text
S-1.1
AutoCAD SHX Text
1
AutoCAD SHX Text
1/8" = 1'0"
AutoCAD SHX Text
FOUNDATION PLAN
AutoCAD SHX Text
18'-0"W X 30'-0"H COIL DOOR
AutoCAD SHX Text
R.O.
AutoCAD SHX Text
ROUGH OPENING
AutoCAD SHX Text
S-1.1
AutoCAD SHX Text
2
AutoCAD SHX Text
1/8" = 1'0"
AutoCAD SHX Text
ROOF FRAMING PLAN
AutoCAD SHX Text
7"x16" LVL (P.T.)
AutoCAD SHX Text
TRUSS GIRDER
AutoCAD SHX Text
TRUSS GIRDER
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9A
AutoCAD SHX Text
T1 TRUSS
AutoCAD SHX Text
T1 TRUSS
AutoCAD SHX Text
T1 TRUSS
AutoCAD SHX Text
T1 TRUSS
AutoCAD SHX Text
T1 TRUSS
AutoCAD SHX Text
T1 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
T2 TRUSS
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9A
AutoCAD SHX Text
PERMANENT TRUSS
AutoCAD SHX Text
X-BRACING SEE
AutoCAD SHX Text
TYPICAL DETAIL (TYP.)
AutoCAD SHX Text
DOUBLE P.T. JACK STUDS
AutoCAD SHX Text
AND TRIPLE P.T. FULL
AutoCAD SHX Text
HEIGHT STUDS BOTH
AutoCAD SHX Text
ENDS OF LVL BEAM
AutoCAD SHX Text
AS SHOWN ON THE FRAMING PLAN.
AutoCAD SHX Text
SPECIFIED IN CONTRACT DOCUMENTS OR BY TRUSS MFR.
AutoCAD SHX Text
CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST AND
AutoCAD SHX Text
INSTALLATION ALL REQUIRED WOOD CONNECTORS WHETHER
AutoCAD SHX Text
PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR DESIGN.
AutoCAD SHX Text
MFR. SHALL PROVIDE DETAILS SEALED BY THE
AutoCAD SHX Text
(GTA, INC., CONSULTING ENGINEERS)
AutoCAD SHX Text
APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD
AutoCAD SHX Text
RECOMMENDATIONS AND STANDARDS.
AutoCAD SHX Text
ACCORDANCE WITH CURRENT TRUSS PLATE INSTITUTE
AutoCAD SHX Text
THE SEAL OF THE STRUCTURAL ENGINEER LICENSED IN THE
AutoCAD SHX Text
STATE OF PENNSYLVANIA RESPONSIBLE FOR THE DESIGN.
AutoCAD SHX Text
ACCEPTED ENGINEERING PRACTICE.
AutoCAD SHX Text
AND 1 1/2" MIN. PENETRATION INTO FRAMING MEMBERS.
AutoCAD SHX Text
MIN WIDTH.
AutoCAD SHX Text
BLOCKED PANEL EDGES (1 1/2" MIN. FRAMING) AND 2'-0"
AutoCAD SHX Text
ASTM A307 OR ANSI/ASME B18.2.1-1981.
AutoCAD SHX Text
STRUCTURAL ENGINEER.
AutoCAD SHX Text
PERMITTED WITHOUT WRITTEN APPROVAL BY
AutoCAD SHX Text
STRUCTURAL ENGINEER.
AutoCAD SHX Text
AND PROTECTIVE SAFETY BARRIERS.
AutoCAD SHX Text
MAINTENANCE OF ALL REQUIRED SHORING, BRACING,
AutoCAD SHX Text
BUILDING CODE.
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
5.
AutoCAD SHX Text
6.
AutoCAD SHX Text
7.
AutoCAD SHX Text
9.
AutoCAD SHX Text
10.
AutoCAD SHX Text
7.
AutoCAD SHX Text
6.
AutoCAD SHX Text
5.
AutoCAD SHX Text
4.
AutoCAD SHX Text
3.
AutoCAD SHX Text
2.
AutoCAD SHX Text
1.
AutoCAD SHX Text
DESIGN WIND SPEED = 90 MPH
AutoCAD SHX Text
OVERFRAMING DEAD LOAD = 10 PSF
AutoCAD SHX Text
BOTTOM CHORD DEAD LOAD = 10 PSF.
AutoCAD SHX Text
TOP CHORD DEAD LOAD = 10 PSF.
AutoCAD SHX Text
WOOD TRUSS DESIGN LOADS:
AutoCAD SHX Text
TOP CHORD LIVE LOAD = 30 PSF.
AutoCAD SHX Text
TRUSSES SHALL BEAR ON CONCRETE WALL OR LVL BEAM
AutoCAD SHX Text
INDICATED IN THE CONTRACT DOCUMENTS. THE GENERAL
AutoCAD SHX Text
THE TRUSS MANUFACTUTER SHALL DESIGN AND SPECIFY ALL
AutoCAD SHX Text
WOOD CONNECTORS FOR TRUSS-TRUSS CONNECTIONS AND
AutoCAD SHX Text
CONNECTIONS REQUIRED IN EXCESS OF THE CONNECTIONS
AutoCAD SHX Text
WHERE FIELD MODIFICATIONS ARE NECESSARY, THE TRUSS
AutoCAD SHX Text
WITHOUT THE WRITTEN PERMISSION OF THE TRUSS MFR.
AutoCAD SHX Text
FIELD MODIFICATIONS TO WOOD TRUSSES ARE PROHIBITED
AutoCAD SHX Text
NOT BE REMOVED FOR ANY REASON WITHOUT WRITTEN
AutoCAD SHX Text
OR AS INDICATED ON THE ROOF FRAMING PLAN SHALL
AutoCAD SHX Text
PERMANENT TRUSS BRACING AS REQUIRED BY THE MFR.
AutoCAD SHX Text
TEMPORARY ERECTION BRACING SHALL BE DESIGNED,
AutoCAD SHX Text
ERECTED, AND MAINTAINED BY THE TRUSS ERECTOR IN
AutoCAD SHX Text
WITH SECTION 2303.4 OF THE 2009 IBC AND SHALL BEAR
AutoCAD SHX Text
PRIOR TO FABRICATION. SHOP DRAWINGS SHALL COMPLY
AutoCAD SHX Text
REVIEW BY THE STRUCTURAL ENGINEER AND ARCHITECT
AutoCAD SHX Text
WOOD TRUSS SHOP DRAWINGS SHALL BE SUBMITTED FOR
AutoCAD SHX Text
THE 2009 INTERNATIONAL BUILDING CODE AND
AutoCAD SHX Text
WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH
AutoCAD SHX Text
GENERAL WOOD TRUSS NOTES:
AutoCAD SHX Text
ALL WORK SHALL COMPLY WITH THE 2009 INTERNATIONAL
AutoCAD SHX Text
AND 12" o.c. IN FIELD OF PANEL WITH 10d COMMON NAILS
AutoCAD SHX Text
MINIMUM NAILING OF ROOF & WALL SHEATHING = 4" o.c. AT EDGES
AutoCAD SHX Text
GRADE WITH MINIMUM THICKNESS OF 5/8" WITH FULLY
AutoCAD SHX Text
ROOF SHEATHING SHALL BE PLYWOOD STRUCTURAL I
AutoCAD SHX Text
ILEVEL (WEYERHAUSER). SUBSTITUTIONS ARE NOT
AutoCAD SHX Text
GENERAL FRAMING NOTES:
AutoCAD SHX Text
CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE
AutoCAD SHX Text
STRUCTURE, INCLUDING THE DESIGN, ERECTION AND
AutoCAD SHX Text
WOOD LVL'S SHALL BE PSL BEAMS AS MANUFACTURED BY
AutoCAD SHX Text
PERMITTED WITHOUT WRITTEN APPROVAL BY
AutoCAD SHX Text
WOOD CONNECTORS ARE AS MANUFACTURED BY SIMPSON
AutoCAD SHX Text
STRONG-TIE CO., INC. SUBSTITUTIONS ARE NOT
AutoCAD SHX Text
THRU BOLTS FOR WOOD CONNECTIONS SHALL CONFORM TO
AutoCAD SHX Text
LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1-1981.
AutoCAD SHX Text
9.
AutoCAD SHX Text
SAWN WOOD FRAMING SHALL BE HEM-FIR NO.2 OR BETTER
AutoCAD SHX Text
11.
AutoCAD SHX Text
ALL WOOD FRAMING SHALL BE PRESERVATIVE TREATED.
AutoCAD SHX Text
FINISHED FLOOR ELEVATION 286.00
AutoCAD SHX Text
8.
AutoCAD SHX Text
NAIL PLATES FOR WOOD TRUSSES SHALL HAVE G115 COATING
AutoCAD SHX Text
(MINIMUM PER ASTM A653)
AutoCAD SHX Text
18" WIDE X 3'-0" DEEP
AutoCAD SHX Text
TRENCH FOOTING WITH
AutoCAD SHX Text
(3) #6 BOTTOM REINF.
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
FOR USDA REVIEW
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9A
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
F9A
AutoCAD SHX Text
PROVIDE TRIPLE FULL
AutoCAD SHX Text
HEIGHT WALL STUD AND TWO
AutoCAD SHX Text
JACK STUDS BETWEEN EACH
AutoCAD SHX Text
PROVIDE TRIPLE 2x6
AutoCAD SHX Text
HEADER OVER EACH
AutoCAD SHX Text
WINDOW (TYP.)
AutoCAD SHX Text
WINDOW (TYP.)
AutoCAD SHX Text
MIN WIDTH.
AutoCAD SHX Text
BLOCKED PANEL EDGES (1 1/2" MIN. FRAMING) AND 2'-0"
AutoCAD SHX Text
8.
AutoCAD SHX Text
GRADE WITH MINIMUM THICKNESS OF 1/2" WITH FULLY
AutoCAD SHX Text
WALL SHEATHING SHALL BE PLYWOOD STRUCTURAL I
AutoCAD SHX Text
STRUCTURAL ENGINEER OF RECORD DESIGN CERTIFICATION
AutoCAD SHX Text
This project has been designed by me, in accordance with
AutoCAD SHX Text
the 2009 International Building Code, PA edition and all
AutoCAD SHX Text
applicable codes and standards referenced therein, and all
AutoCAD SHX Text
applicable Federal, State and local laws, codes and regulations;
AutoCAD SHX Text
and to the best of my knowledge and belief, these construction
AutoCAD SHX Text
documents are in conformance therewith.
AutoCAD SHX Text
Gary E. Talbot, P.E.
AutoCAD SHX Text
PA P.E. #40033-E
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
6/18/18
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
S2.0
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
ENGINEER'S SEAL:
AutoCAD SHX Text
GARY E. TALBOT, P.E.
AutoCAD SHX Text
PA LICENSE NO. 40033-E
AutoCAD SHX Text
ROOF FRAMING PLAN
AutoCAD SHX Text
LENAPE CROSSING & S. HANOVER STREET
AutoCAD SHX Text
NORTH COVENTRY TOWNSHIP
AutoCAD SHX Text
NEW ROAD DEPARTMENT BUILDING
AutoCAD SHX Text
GTA, Inc.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
5910 Easton Road
AutoCAD SHX Text
Pipersville, PA 18947
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
STRUCTURAL ENGINEER:
AutoCAD SHX Text
NORTH COVENTRY, PA
AutoCAD SHX Text
S-2.0
AutoCAD SHX Text
1
AutoCAD SHX Text
1/8" = 1'0"
AutoCAD SHX Text
ROOF FRAMING PLAN
AutoCAD SHX Text
J
AutoCAD SHX Text
H
AutoCAD SHX Text
G
AutoCAD SHX Text
F
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
RIGID FRAME PER PRE-ENGINEERED METAL BUILDING MFR.
AutoCAD SHX Text
PURLINS & STEEL ROOF DECK
AutoCAD SHX Text
PER METAL BUILDING MFR. (TYP.)
AutoCAD SHX Text
PURLINS & STEEL ROOF DECK
AutoCAD SHX Text
PER METAL BUILDING MFR. (TYP.)
AutoCAD SHX Text
PURLINS & STEEL ROOF DECK
AutoCAD SHX Text
PER METAL BUILDING MFR. (TYP.)
AutoCAD SHX Text
PURLINS & STEEL ROOF DECK
AutoCAD SHX Text
PER METAL BUILDING MFR. (TYP.)
AutoCAD SHX Text
FINAL SHOP DRAWINGS FOR FIELD USE SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF PENNSYLVANIA.
AutoCAD SHX Text
13.
AutoCAD SHX Text
METAL BUILDING MANUFACTURER SHALL PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVAL OF STRUCTURAL ENGINEER PRIOR TO FABRICATION.
AutoCAD SHX Text
METAL BUILDING SHALL BE IBC 2009 CODE COMPLIANT AND SHALL BE COORDINATED WITH THE ARCHITECTURAL AND STRUCTURAL DRAWINGS.
AutoCAD SHX Text
FINAL SHOP DRAWINGS FOR FIELD USE SHALL BEAR THE SEAL OF A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF PENNSYLVANIA.
AutoCAD SHX Text
SHALL NOT COMMENCE FABRICATION UNTIL SHOP DRAWINGS APPROVAL HAS BEEN OBTAINED FROM ARCHITECT AND STRUCTURAL ENGINEER.
AutoCAD SHX Text
WALKING SURFACE SHALL BE OPEN BAR GRATING WITH NON-SLIP SURFACE SUBJECT TO THE ARCHITECTS APPROVAL. STAIR MANUFACTURER
AutoCAD SHX Text
STAIRS SHALL BE IBC 2009 CODE COMPLIANT AND SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS.
AutoCAD SHX Text
STIAR MANUFACTURER SHALL PROVIDE ALL STRUCTURAL MEMBERS AND CONECTIONS,, PLATFORMS STAIR TREADS, GUARDS AND HANDRAILS.
AutoCAD SHX Text
12.
AutoCAD SHX Text
ARCHITECT OR STRUCTURAL ENGINEER WITHIIN 48 HOURS OF INSPECTION.
AutoCAD SHX Text
QUALIFIED INSPECTORS INCLUDING SCHEDULING AND PAYMENT. WRITTEN INSPECTION REPORTS SHALL BE FORWARDED TO THE
AutoCAD SHX Text
11.
AutoCAD SHX Text
ALL STRUCTURAL STEEL SHALL BE INSPECTED IN ACCORDANCE WITH THE 2009 INTERNATIONAL BUILDING CODE AND THE
AutoCAD SHX Text
CONSTRUCTION DOCUMENTS FOR THIS PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGAGING THE SERVICES OF
AutoCAD SHX Text
10.
AutoCAD SHX Text
APPROVAL OF ALTERNATE CONNECTION DETAILS SHALL BE SUBMITTED FOR REVIEW RIOR TO SHOP DRAWING PREPARATION.
AutoCAD SHX Text
ALTERNATE CONNECTIONS DETAILS REQUIRE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD. REQUESTS FOR
AutoCAD SHX Text
THE STRUCTURAL STEEL FABRICATOR AND ERECTOR ARE RESPONSIBLE FOR COMPLETING THEIR WORK IN ACCORDANCE
AutoCAD SHX Text
WITH REQUIRED OSHA STANDARDS AND GUIDELINES.
AutoCAD SHX Text
9.
AutoCAD SHX Text
UNTIL ALL FRAMING COMPONENTS INCLUDING SHEAR WALLS HAVE BEEN ERECTED AND FASTENED.
AutoCAD SHX Text
8.
AutoCAD SHX Text
BRACING TO MAINTAIN STABILITY OF THE STEEL FRAME UNTIL ALL STRUCTURAL STEEL, BAR JOISTS AND STEEL DECK AND
AutoCAD SHX Text
THE STRUCTURAL STEEL ERECTOR IS RESPONSIBLE FOR THE DESIGN, ERECTIONS AND MAINTENENCE OF ALL TEMPORARY
AutoCAD SHX Text
SHEAR WALLS HAVE BEEN INSTALLED. TEMPORARY BRACING DESIGN SHALL ASSUME THAT STEEL FRAMING IS UNSTABLE
AutoCAD SHX Text
3/4" DIAMETER ASTM A325 (UNLESS NOTED OTHERWISE)
AutoCAD SHX Text
ASTM ASTM A36 OR ASTM F1554 GRADE 55 (AS INDICATED).
AutoCAD SHX Text
ASTM A36 OR ASTM A572 GRADE 50
AutoCAD SHX Text
ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.
AutoCAD SHX Text
ASTM A500 GRADE B, Fy = 46 KSI.
AutoCAD SHX Text
ASTM A992
AutoCAD SHX Text
ORIENT ALL MILL CAMBER UPWARD DURING FABRICATION AND ERECTION.
AutoCAD SHX Text
4.
AutoCAD SHX Text
7.
AutoCAD SHX Text
6.
AutoCAD SHX Text
KEPT ONSITE AND MADE AVAILABLE UPON REQUEST.
AutoCAD SHX Text
5.
AutoCAD SHX Text
WITH SSPC-SP-3 POWER TOOL CLEANING AS PUBLISHED BY THE SOCIETY FOR PROTECTIVE COATINGS. DELETE
AutoCAD SHX Text
TOUCHED-UP AND REPAIRED IN ACCORDANCE WITH ASTM A 780.
AutoCAD SHX Text
IN ACCORDANCE WITH ASTM A123/A, ASTM A153, AND ASTM A384. WHERE GALVANIZING IS DAMAGED IT SHALL BE
AutoCAD SHX Text
ALL STEEL ON EXTERIOR OF BUILDING OR EXPOSED TO THE WEATHER SHALL BE HOT-DIP GALVANIZED
AutoCAD SHX Text
3.
AutoCAD SHX Text
STRUCTURAL PIPE
AutoCAD SHX Text
2.
AutoCAD SHX Text
1.
AutoCAD SHX Text
STRUCTURAL STEEL MATERIALS SHALL BE AS FOLLOWS:
AutoCAD SHX Text
AISC 360-05 PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC).
AutoCAD SHX Text
DESIGN BASE SHEAR = (AS DETERMINED BY METAL BUILDING MANUFACTURER)
AutoCAD SHX Text
INTERNAL PRESSURE COEFFICIENT, GCpi = + 0.18
AutoCAD SHX Text
ROOF WIND UPLIFT = PER ASCE 7
AutoCAD SHX Text
GROUND SNOW LOAD, Pg = 30 PSF
AutoCAD SHX Text
THERMAL FACTOR Ct = 1.0
AutoCAD SHX Text
SNOW LOAD IMPORTANCE FACTOR Is= 1.0
AutoCAD SHX Text
FLAT ROOF SNOW LOAD Pf = 21 PSF
AutoCAD SHX Text
ROOF DEAD LOAD = PER MANUFACTURER
AutoCAD SHX Text
ROOF DESIGN LOADS
AutoCAD SHX Text
WIND DESIGN DATA
AutoCAD SHX Text
BASIC WIND SPEED = 90 MPH
AutoCAD SHX Text
IMPORTANCE FACTOR = 1.0
AutoCAD SHX Text
WIND EXPOSURE = C
AutoCAD SHX Text
Cd = 3
AutoCAD SHX Text
R = 3
AutoCAD SHX Text
EARTHQUAKE DESIGN DATA
AutoCAD SHX Text
SEISMIC IMPORTANCE FACTOR, Ie = 1.0
AutoCAD SHX Text
MAPPED SPECTRAL RESPONSE ACCELERATIONS
AutoCAD SHX Text
SITE CLASS = D
AutoCAD SHX Text
EQUIVALENT LATERAL FORCE PROCEDURE
AutoCAD SHX Text
BASIC STRUCTURAL SYSTEM 1 = STEEL SYSTEMS NOT SPECIFICALLY
AutoCAD SHX Text
SEISMIC OCCUPANCY CATEGORY = II
AutoCAD SHX Text
Ss = 0.274
AutoCAD SHX Text
S1 = 0.061
AutoCAD SHX Text
SEISMIC DESIGN CATEGORY = B
AutoCAD SHX Text
Sds = 0.289
AutoCAD SHX Text
SPECTRAL RESPONSE COEFFICIENTS
AutoCAD SHX Text
Sd1 = 0.097
AutoCAD SHX Text
FLOOR LIVE LOAD = 250 PSF
AutoCAD SHX Text
FLOOR DESIGN LOADS
AutoCAD SHX Text
OTHER STRUCTURAL SHAPES
AutoCAD SHX Text
PREVENT GALVANIC AND CORROSIVE EFFECTS.
AutoCAD SHX Text
ALL ALUMINUM AND STEEL MEMBERS SHALL BE TREATED OR PROPERLY SEPARATED TO
AutoCAD SHX Text
STEEL WELDING RODS SHALL BE AWS E70XX.
AutoCAD SHX Text
(AWS D1.1) TO PERFORM THE TYPE OF WORK REQUIRED. WELDERS WRITTEN CERTIFICATIONS SHALL BE
AutoCAD SHX Text
AS DESCRIBED IN AMERICAN WELDING SOCIETY'S "STANDARD QUALIFICATION PROCEDURE"
AutoCAD SHX Text
AMERICAN WELDING SOCIETY. SHOP AND FIELD WELDING SHALL BE PERFORMED BY WELDERS QUALIFIED
AutoCAD SHX Text
WELDING SHALL CONFORM TO 'STRUCTURAL WELDING CODE' - AWS D1.1-04, AS PUBLISHED BY THE
AutoCAD SHX Text
PAINT ON ALL STEEL TO RECEIVE GALVANIZING, FIREPROOFING, CONCRETE ENCASEMENT, AND AT FIELD WELDS.
AutoCAD SHX Text
STEEL AND SHALL BE THOROUGHLY CLEANED AND PREPARED FOR PAINTING OR GALVANIZING IN ACCORDANCE
AutoCAD SHX Text
ALL STEEL PROTECTED FROM THE WEATHER SHALL HAVE SHOP APPLIED RUST INHIBITIVE PAINT 2 MILS THICK-MIN.
AutoCAD SHX Text
BOLTS
AutoCAD SHX Text
ANCHOR RODS
AutoCAD SHX Text
STRUCTURAL TUBE
AutoCAD SHX Text
STRUCTURAL WIDE FLANGE SHAPES
AutoCAD SHX Text
2009 INTERNATIONAL BUILDING CODE AND THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
AutoCAD SHX Text
STRUCTURAL STEEL SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THE
AutoCAD SHX Text
STRUCTURAL STEEL NOTES FOR METAL BUILDING AND EXTERIOR STAIRS:
AutoCAD SHX Text
DETAILED FOR SEISMIC RESISTANCE
AutoCAD SHX Text
VERIFICATION & INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD REFERENCE
AutoCAD SHX Text
REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION
AutoCAD SHX Text
DOCUMENTS
AutoCAD SHX Text
AWS A5
AutoCAD SHX Text
APPLICABLE
AutoCAD SHX Text
AISC 360, SECTION A3.3
AutoCAD SHX Text
1704.3.2
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
4. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: a. DETAILS SUCH AS BRACING AND STIFFENING. b. MEMBER LOCATIONS. c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION.
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
3. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:
AutoCAD SHX Text
a. IDENTIFICATION MARKINGS TO CONFIRM TO AWS SPECIFICATION IN THE APPROVED CONSTRUCTION DOCUMENTS.
AutoCAD SHX Text
b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED
AutoCAD SHX Text
1704.3.3
AutoCAD SHX Text
AISC 360, SECTION M2.5
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
APPLICABLE ASTM MATERIAL SPECIFICATIONS. AISC 360, SECTION A3.3
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
b. PRE-TENSIONED AND SLIP-CRITICAL JOINTS USING TURN
AutoCAD SHX Text
a. SNUG-TIGHT JOINTS.
AutoCAD SHX Text
2. INSPECTION OF HIGH-STRENGTH BOLTING:
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED
AutoCAD SHX Text
a. IDENTIFICATION MARKINGS TO CONFIRM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.
AutoCAD SHX Text
1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:
AutoCAD SHX Text
OF NUT WITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION
AutoCAD SHX Text
INDICATOR METHODS OF INSTALLATION
AutoCAD SHX Text
-
AutoCAD SHX Text
OF NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH
AutoCAD SHX Text
c. PRE-TENSIONED AND SLIP-CRITICAL JOINTS USING TURN
AutoCAD SHX Text
METHODS OF INSTALLATION.
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
ROOF LIVE LOAD = 30 PSF
AutoCAD SHX Text
ROOF COLLATERAL DEAD LOAD = 10 PSF
AutoCAD SHX Text
PORTAL FRAME
AutoCAD SHX Text
PORTAL FRAME
AutoCAD SHX Text
ENDFRAME COLUMNS
AutoCAD SHX Text
PER METAL BUILDING
AutoCAD SHX Text
MANUFACTURER (TYP.)
AutoCAD SHX Text
ENDFRAME COLUMNS
AutoCAD SHX Text
PER METAL BUILDING
AutoCAD SHX Text
MANUFACTURER (TYP.)
AutoCAD SHX Text
MAXIMUM VERTICAL LIVE LOAD DEFLECTION = L/240
AutoCAD SHX Text
MAXIMUM HORIZONTAL LIVE LOAD DEFLECTION = L/360
AutoCAD SHX Text
(UNLESS NOTED OTHERWISE)
AutoCAD SHX Text
MAXIMUM STORY DRIFT = 1 INCH
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
FOR USDA REVIEW
AutoCAD SHX Text
STRUCTURAL ENGINEER OF RECORD DESIGN CERTIFICATION
AutoCAD SHX Text
This project has been designed by me, in accordance with
AutoCAD SHX Text
the 2009 International Building Code, PA edition and all
AutoCAD SHX Text
applicable codes and standards referenced therein, and all
AutoCAD SHX Text
applicable Federal, State and local laws, codes and regulations;
AutoCAD SHX Text
and to the best of my knowledge and belief, these construction
AutoCAD SHX Text
documents are in conformance therewith.
AutoCAD SHX Text
Gary E. Talbot, P.E.
AutoCAD SHX Text
PA P.E. #40033-E
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
6/18/18
AutoCAD SHX Text
ISSUED FOR BID
IN
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
S3.0
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
ENGINEER'S SEAL:
AutoCAD SHX Text
GARY E. TALBOT, P.E.
AutoCAD SHX Text
PA LICENSE NO. 40033-E
AutoCAD SHX Text
FOUNDATION DETAILS
AutoCAD SHX Text
LENAPE CROSSING & S. HANOVER STREET
AutoCAD SHX Text
NORTH COVENTRY TOWNSHIP
AutoCAD SHX Text
NEW ROAD DEPARTMENT BUILDING
AutoCAD SHX Text
GTA, Inc.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
5910 Easton Road
AutoCAD SHX Text
Pipersville, PA 18947
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
STRUCTURAL ENGINEER:
AutoCAD SHX Text
NORTH COVENTRY, PA
AutoCAD SHX Text
(EXTERIOR TOOLED ONLY)
AutoCAD SHX Text
LOCATE AT A CONTROL
AutoCAD SHX Text
JOINT SHOWN ON PLAN
AutoCAD SHX Text
OF EXISTING SLAB JOINTS
AutoCAD SHX Text
MATCH/CONTINUE LOCATIONS
AutoCAD SHX Text
AT EXTERIOR DOOR
AutoCAD SHX Text
AIR ENTRAIN ALL
AutoCAD SHX Text
EXTERIOR CONCRETE
AutoCAD SHX Text
3/4" DIA. x 12"
AutoCAD SHX Text
LONG SMOOTH STEEL
AutoCAD SHX Text
DOWELS @ 12" O.C.
AutoCAD SHX Text
SLEEVED ONE SIDE
AutoCAD SHX Text
WWF
AutoCAD SHX Text
WALL BEYOND
AutoCAD SHX Text
SLOPE |" PER FT.
AutoCAD SHX Text
WALL GROUTED SOLID
AutoCAD SHX Text
EXTERIOR FOUNDATION
AutoCAD SHX Text
D/3
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
1'-6"
AutoCAD SHX Text
FIN. GRADE
AutoCAD SHX Text
8" MIN.
AutoCAD SHX Text
RADIUS EDGE
AutoCAD SHX Text
(2) - #4
AutoCAD SHX Text
CONT.
AutoCAD SHX Text
4" MIN.
AutoCAD SHX Text
AT EXTERIOR
AutoCAD SHX Text
BARRIER
AutoCAD SHX Text
VAPOR
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
AT CONSTRUCTION JOINT
AutoCAD SHX Text
VAPOR
AutoCAD SHX Text
BARRIER
AutoCAD SHX Text
AT CONTROL JOINT
AutoCAD SHX Text
CONCRETE PAD
AutoCAD SHX Text
FILL JOINT WITH TRAFFIC
AutoCAD SHX Text
GRADE CAULK AFTER
AutoCAD SHX Text
SLAB HAS CURED 14 DAYS
AutoCAD SHX Text
METAL KEY FORM
AutoCAD SHX Text
FULL DEPTH OF SLAB
AutoCAD SHX Text
TYPICAL SLAB ON GRADE DETAILS
AutoCAD SHX Text
SUBBASE
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
TOOLED OR SAWCUT
AutoCAD SHX Text
1/4 DEPTH OF SLAB
AutoCAD SHX Text
6"
AutoCAD SHX Text
6x6-W2.9xW2.9 WWF
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
4"
AutoCAD SHX Text
WWF
AutoCAD SHX Text
CONCRETE SLAB
AutoCAD SHX Text
#4 CONT.
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
1:12 MAX.
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
AT BOTTOM OF RAMP
AutoCAD SHX Text
OPENINGS IS LESS THAN 5 X CMU
AutoCAD SHX Text
WALL THICKNESS (TYP.)
AutoCAD SHX Text
WHERE LENGTH OF WALL BETWEEN
AutoCAD SHX Text
2-#4 @ 8" VERTICAL REINFORCING
AutoCAD SHX Text
W/ #3 @ 8" TIES AT WALL SECTIONS
AutoCAD SHX Text
9. PROVIDE HOT DIPPED GALVANIZED JOINT REINFORCING (W1.7 WIRE MIN.) @ 16" VERTICAL
AutoCAD SHX Text
VERTICAL WALL REINFORCING
AutoCAD SHX Text
MASONRY OPENING
AutoCAD SHX Text
MASONRY OPENING
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
MIN. (TYP.)
AutoCAD SHX Text
8. LAP SPLICE REINFORCING 56 BAR DIAMETERS UNLESS NOTED OTHERWISE.
AutoCAD SHX Text
7. CENTER VERTICAL REINFORCING WITHIN WALL THICKNESS UNLESS NOTED OTHERWISE.
AutoCAD SHX Text
6. PROVIDE BOND BEAMS @ 12'-0" VERT. MAX. AND AT TOP OF WALL.
AutoCAD SHX Text
LAP SPLICE 56 BAR DIA. (TYP.)
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
1. REINFORCE SIDES OF ALL MASONRY OPENINGS 1'-4" WIDE OR MORE.
AutoCAD SHX Text
2. PROVIDE 1 - #4 VERTICAL AT CORNER AND END OF WALLS.
AutoCAD SHX Text
DOWEL REINFORCING
AutoCAD SHX Text
INTO FOOTINGS TO MATCH
AutoCAD SHX Text
SEE LINTEL PLANS
AutoCAD SHX Text
FOR LINTEL TYPE
AutoCAD SHX Text
HOOK BAR INTO
AutoCAD SHX Text
BOND BEAM 6"
AutoCAD SHX Text
CORNER OR
AutoCAD SHX Text
END OF WALL
AutoCAD SHX Text
1 - #4 VERT.
AutoCAD SHX Text
AT CORNER OR
AutoCAD SHX Text
END OF WALL
AutoCAD SHX Text
#4 REINFORCING ABOVE
AutoCAD SHX Text
AND BELOW OPENINGS
AutoCAD SHX Text
#4 VERTICAL WITHIN
AutoCAD SHX Text
8" OF C.J. & EXP JT
AutoCAD SHX Text
#4 AT 24" MAX
AutoCAD SHX Text
BOND BEAM REINF. AS
AutoCAD SHX Text
NOTED CONT. THRU C.J.
AutoCAD SHX Text
CONTROL OR EXPANSION
AutoCAD SHX Text
JOINT
AutoCAD SHX Text
3. THIS DETAIL APPLIES TO ALL NEW CMU WALLS WITH SPREAD FOOTINGS (SEE PLAN).
AutoCAD SHX Text
TYPICAL MINUMUM REINFORCING DETAIL FOR MASONRY WALLS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
4. EXTEND HORIZONTAL REINFORCING A MINIMUM OF 2'-0" PAST OPENINGS.
AutoCAD SHX Text
CONTINUE #4 AT 24" U.N.O.
AutoCAD SHX Text
UNDER & OVER MASONRY OPENINGS
AutoCAD SHX Text
5. WALL REINFORCING SHALL BE FULL HEIGHT OF WALL UNLESS NOTED OTHERWISE
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
CMU WALL CONTROL JOINT DETAIL
AutoCAD SHX Text
(INTERIOR AND EXTERIOR CMU WALLS)
AutoCAD SHX Text
WITH ARCHITECT PRIOR TO MASONRY CONSTRUCTION
AutoCAD SHX Text
(PROVIDE SHOP DRAWING SHOWING LOCATIONS FOR ARCHITECT REVIEW)
AutoCAD SHX Text
3/8" CAULKED JOINT
AutoCAD SHX Text
W/BACKER ROD
AutoCAD SHX Text
BOTH SIDES
AutoCAD SHX Text
PREMOLDED CONTROL
AutoCAD SHX Text
JOINT IN SASH BLOCK
AutoCAD SHX Text
CMU WALL
AutoCAD SHX Text
NOTES:
AutoCAD SHX Text
LOCATE CONTROL JOINTS @ 24'-0" MAX. U.N.O. VERIFY LOCATIONS
AutoCAD SHX Text
LINTEL
AutoCAD SHX Text
LINTEL
AutoCAD SHX Text
LINTEL
AutoCAD SHX Text
LINTEL
AutoCAD SHX Text
EXTERIOR CONCRETE
AutoCAD SHX Text
AIR ENTRAIN ALL
AutoCAD SHX Text
AIR ENTRAIN ALL
AutoCAD SHX Text
EXTERIOR CONCRETE
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
INTO FOOTINGS (THICKNESS - 3")
AutoCAD SHX Text
EXTEND VERTICAL REINFORCING
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
TYPICAL CONCRETE
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
2" CL.
AutoCAD SHX Text
(4) - #8 VERTICAL
AutoCAD SHX Text
#3 TIES @ 12"
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
PIER P1 DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
AND ENGINEER REVIEW PRIOR TO POURING SLAB
AutoCAD SHX Text
SLAB CONTROL JOINT LOCATIONS FOR ARCHITECT
AutoCAD SHX Text
CONTRACTOR SHALL SUBMIT PLAN OF PROPOSED
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
13. GROUT FOR CMU SHALL CONFORM TO ASTM C476.
AutoCAD SHX Text
11. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185.
AutoCAD SHX Text
MAX. SLUMP: 5"
AutoCAD SHX Text
MAX. W/C RATIO: 0.55
AutoCAD SHX Text
AIR ENTRAINMENT: 6%%% ; 1%%% (EXTERIOR CONCRETE SUBJECT TO FREEZING TEMPERATURES ONLY)
AutoCAD SHX Text
2. CONTRACTOR IS RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE, INCLUDING THE DESIGN, ERECTION AND
AutoCAD SHX Text
MAINTENANCE OF ALL REQUIRED SHORING, BRACING, AND PROTECTIVE SAFETY BARRIERS.
AutoCAD SHX Text
3. BOTTOM OF FOOTING EXCAVATIONS SHALL BE INSPECTED BY QUALIFIED GEOTECHNICAL INSPECTOR PRIOR TO POURING CONCRETE.
AutoCAD SHX Text
4. CONTRACTOR SHALL COORDINATE THIS DRAWING WITH ALL APPLICABLE DRAWINGS BY OTHER TRADES.
AutoCAD SHX Text
5. ALL FOOTINGS SHALL BE CENTERED ON WALLS UNLESS NOTED OTHERWISE
AutoCAD SHX Text
7. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND IBC/2009 BUILDING CODES
AutoCAD SHX Text
10. CONCRETE REINFORCING SHALL CONFORM TO ASTM A615, GRADE 60
AutoCAD SHX Text
AIR ENTRAINMENT: 6%%% ; 1%%% (EXTERIOR SLABS AND WALLS ONLY)
AutoCAD SHX Text
MAX. W/C RATIO: 0.45
AutoCAD SHX Text
MAX. SLUMP: 4"
AutoCAD SHX Text
15. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN.
AutoCAD SHX Text
1. ALL DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO START OF ANY WORK. ANY DISCREPANCIES
AutoCAD SHX Text
FOUNDATION/CONCRETE/MASONRY NOTES:
AutoCAD SHX Text
SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT.
AutoCAD SHX Text
12. CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM C-90. MORTAR SHALL CONFORM TO ASTM C270 TYPE S.
AutoCAD SHX Text
6. ALL FOUNDATION REINFORCING STEEL SHALL BE INSPECTED BY ACI CERTIFIED INSPECTOR PRIOR TO POURING CONCRETE.
AutoCAD SHX Text
8. CONCRETE FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE BEARING CAPACITY OF 3000 PSF AND SHALL BEAR ON COMPACTED FILL OR
AutoCAD SHX Text
UNDISTURBED VIRGIN SOIL CAPABLE OF SUPPORTING DESIGN LOADS. CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND
AutoCAD SHX Text
UTILITIES AND EXERCISE PROPER CARE TO ENSURE THAT UNDERGROUND UTILITIES ARE NOT DISTURBED BY CONSTRUCTION ACTIVITIES.
AutoCAD SHX Text
9. CONCRETE FOR FOOTINGS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AT 28 DAYS WITH FOLLOWING PROPERTIES:
AutoCAD SHX Text
CONCRETE FOR SLABS AND WALLS SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH FOLLOWING PROPERTIES:
AutoCAD SHX Text
14. ALL MASONRY AND REINFORCING SHALL BE INSPECTED IN ACCORDANCE WITH ACI 530-02 AND ACI 530.1-02 LEVEL 1 QUALITY ASSURANCE
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
STATEMENT OF SPECIAL INSPECTIONS
AutoCAD SHX Text
THE SPECIAL INSPECTIONS LISTED BELOW SHALL BE PERFORMED BY A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE BUILDING OFFICIAL, FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATIONS REQUIRING SPECIAL INSPECTION. THESE INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS THAT MAY BE PERFORMED BY THE LOCAL BUILDING INSPECTOR AS SPECIFIED IN SECTION 110 OF THE SECTION 110 OF THE 2009 INTERNATIONAL BUILDING CODE.
AutoCAD SHX Text
CONTINUOUS AND PERIODIC INSPECTION IS AS DEFINED IN THE 2009 IBC SECTION 1702
AutoCAD SHX Text
1. VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY.
AutoCAD SHX Text
REQUIRED VERIFICATION AND INSPECTION OF SOILS
AutoCAD SHX Text
VERIFICATION & INSPECTION
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
PERIODIC
AutoCAD SHX Text
2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL.
AutoCAD SHX Text
3. PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS.
AutoCAD SHX Text
4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL.
AutoCAD SHX Text
5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY.
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
7. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.
AutoCAD SHX Text
5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE.
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
4. VERIFYING USE OF REQUIRED DESIGN MIX.
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED.
AutoCAD SHX Text
-
AutoCAD SHX Text
2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 1704.3, ITEM B
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
1. INSPECTION OF REINFORCING STEEL
AutoCAD SHX Text
-
AutoCAD SHX Text
REQUIRED VERIFICATION AND INSPECTION OF CONCRETE
AutoCAD SHX Text
PERIODIC
AutoCAD SHX Text
CONTINUOUS
AutoCAD SHX Text
VERIFICATION & INSPECTION
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
e. PLACEMENT OF GROUT.
AutoCAD SHX Text
d. GROUT SPACE PRIOR TO GROUTING.
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
4. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED.
AutoCAD SHX Text
3. PREPARATION OF ANY REQUIRED GROUT SPECIMENTS, MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED.
AutoCAD SHX Text
f. APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE.
AutoCAD SHX Text
e. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURES BELOW 40 DEGREES F) OR HOT WEATHER (TEMPERATURES ABOVE 90 DEGREES F).
AutoCAD SHX Text
d. WELDING OF REINFROCING BARS.
AutoCAD SHX Text
c. SPECIFIED SIZE, GRADE, AND TYPE OF REINFORCEMENT.
AutoCAD SHX Text
a. SIZE AND LOCATION OF STRUCTURAL ELEMETS.
AutoCAD SHX Text
b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION.
AutoCAD SHX Text
2. THE INSPECTION PROGRAM SHALL VERIFY:
AutoCAD SHX Text
b. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS.
AutoCAD SHX Text
PERIODICALLY DURING TASK LISTED
AutoCAD SHX Text
CONTINUOUS DURING TASK LISTED
AutoCAD SHX Text
FREQUENCY OF INSPECTION
AutoCAD SHX Text
INSPECTION TASK
AutoCAD SHX Text
MASONRY LEVEL 2 SPECIAL INSPECTION
AutoCAD SHX Text
1. FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:
AutoCAD SHX Text
a. PROPORTIONS OF SITE-PREPARED MORTAR, GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS.
AutoCAD SHX Text
c. PLACEMENT OF REINFORCEMENT, CONNECTORS AND PRESTRESSING TENDONS AND ANCHORAGES.
AutoCAD SHX Text
f. PLACEMENT OF PRESTRESSING GROUT.
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
X
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
-
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
NOTE: ALL DIMENSIONS ARE MINIMUM
AutoCAD SHX Text
BULKHEAD
AutoCAD SHX Text
AND BELOW
AutoCAD SHX Text
1'-0" ABOVE
AutoCAD SHX Text
THAN PIPE.(TYP.)
AutoCAD SHX Text
SLIGHTLY LARGER
AutoCAD SHX Text
PROVIDE SLEEVE
AutoCAD SHX Text
REINFORCING
AutoCAD SHX Text
CONCRETE ENCASEMENT
AutoCAD SHX Text
ELEVATION VIEW - NOT TO SCALE
AutoCAD SHX Text
FIN FLOOR ELEV.
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
8"
AutoCAD SHX Text
PIPE THRU FOOTING
AutoCAD SHX Text
CONSTRUCTION JOINT
AutoCAD SHX Text
STEPPED FOOTING
AutoCAD SHX Text
PIPE UNDER FOOTING
AutoCAD SHX Text
TYPICAL TRENCH FOOTING DETAILS
AutoCAD SHX Text
APPROVED BY PLUMBING ENGINEER
AutoCAD SHX Text
FOR PLUMBING PIPES SHALL BE AS
AutoCAD SHX Text
SLEEVES THROUGH FOUNDATIONS
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
2'-0" MAX.
AutoCAD SHX Text
TOP OF TRENCH FOOTING ELEVATION (-1'-4")
AutoCAD SHX Text
AROUND ANCHOR BOLTS
AutoCAD SHX Text
WRAP HAIRPINS TIGHT
AutoCAD SHX Text
ANCHOR BOLTS PER
AutoCAD SHX Text
#6 BAR BENT AS SHOWN
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
TYPICAL HAIRPIN REINFORCING
AutoCAD SHX Text
#5 BAR BENT AS SHOWN
AutoCAD SHX Text
LOOSE LINTEL SCHEDULE
AutoCAD SHX Text
FOR MISC./MECH. OPENINGS IN MASONRY WALLS
AutoCAD SHX Text
OPENING WIDTH
AutoCAD SHX Text
STEEL LINTEL FOR EACH
AutoCAD SHX Text
4" WALL THICKNESS
AutoCAD SHX Text
PRECAST CONCRETE LINTEL FOR
AutoCAD SHX Text
EACH 4" OF WALL THICKNESS
AutoCAD SHX Text
L3 1/2 x 3 1/2 x 5/16
AutoCAD SHX Text
L4 x 3 1/2 x 5/16
AutoCAD SHX Text
L5 x 3 1/2 x 5/16
AutoCAD SHX Text
L6 x 3 1/2 x 5/16
AutoCAD SHX Text
CONTACT ARCHITECT FOR SIZE
AutoCAD SHX Text
4 x 8 W/ 1-#4 T & B
AutoCAD SHX Text
4 x 8 W/ 1-#4 T & B
AutoCAD SHX Text
4 x 8 W/ 1-#5 T & B
AutoCAD SHX Text
4 x 8 W/ 1-#4 T & B
AutoCAD SHX Text
UP TO 3'-0"
AutoCAD SHX Text
3'-0" TO 3'-11"
AutoCAD SHX Text
4'-0" TO 4'-11"
AutoCAD SHX Text
5'-0" TO 6-11"
AutoCAD SHX Text
GREATER THAN 7'-0"
AutoCAD SHX Text
PROVIDE MISCELLANEOUS LINTELS (PER SCHEDULE) UNLESS OTHERWISE NOTED ON DRAWINGS.
AutoCAD SHX Text
1. MECHANICAL - DUCT PENETRATIONS, CABINET HEATERS, LOUVERS, ETC.
AutoCAD SHX Text
2. PLUMBING - HOSE CABINETS, WATER SERVICE, FIXTURES, ETC.
AutoCAD SHX Text
3. ELECTRICAL - PANEL BOXES, ETC.
AutoCAD SHX Text
4. ARCHITECTURAL - RECESSED CASEWORK, DOOR POCKETS, ETC.
AutoCAD SHX Text
COMPACTED FILL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS UNDER THE DIRECT OBSERVATION AND TESTING OF A QUALIFIED GEOTECHNICAL
AutoCAD SHX Text
ENGINEER USING SOIL MATERIAL APPROVED BY THE GEOTECHNICAL ENGINEER. EXISTING GROUND SHALL BE PROOFROLLED UNDER THE OBSERVATION
AutoCAD SHX Text
OF THE GEOTECHNICAL INSPECTOR TO IDENTIFY SOFT ZONES OF SOIL TO BE REMOVED AND REPLACED WITH COMPACTED FILL. ALL EARTHWORK AND
AutoCAD SHX Text
PLACEMENT OF FILL SHALL BE CONSISTENT WITH THE GEOTECHNICAL SITE INVESTIGATION AND REPORT PREPARED BY EARTH ENGINEERING INC.
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
FOR USDA REVIEW
AutoCAD SHX Text
STRUCTURAL ENGINEER OF RECORD DESIGN CERTIFICATION
AutoCAD SHX Text
This project has been designed by me, in accordance with
AutoCAD SHX Text
the 2009 International Building Code, PA edition and all
AutoCAD SHX Text
applicable codes and standards referenced therein, and all
AutoCAD SHX Text
applicable Federal, State and local laws, codes and regulations;
AutoCAD SHX Text
and to the best of my knowledge and belief, these construction
AutoCAD SHX Text
documents are in conformance therewith.
AutoCAD SHX Text
Gary E. Talbot, P.E.
AutoCAD SHX Text
PA P.E. #40033-E
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
TYPICAL LINTEL DETAILS
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
8" CMU WALL
AutoCAD SHX Text
C STEEL & WALL
AutoCAD SHX Text
WT6x13
AutoCAD SHX Text
LINTEL L2
AutoCAD SHX Text
ARCHITECTURAL DRAWINGS.
AutoCAD SHX Text
2. COORDINATE LINTEL ELEVATIONS, WALL THICKNESS AND WIDTH OF MASONRY OPENING WITH
AutoCAD SHX Text
1. ALL STEEL LINTELS SUPPORTING OR WITHIN EXTERIOR WALLS SHALL BE HOT-DIPPED GALVANIZED.
AutoCAD SHX Text
LINTEL NOTES:
AutoCAD SHX Text
3. END BEARING SHALL BE 6". GROUT CMU SOLID 3 COURSES UNDER BEARING
AutoCAD SHX Text
LINTEL L1
AutoCAD SHX Text
L6x3 1/2x5/16" (LLV)
AutoCAD SHX Text
LINTEL L3
AutoCAD SHX Text
C STEEL & WALL
AutoCAD SHX Text
3/8" x 14"
AutoCAD SHX Text
CONT. PLATE
AutoCAD SHX Text
1/4
AutoCAD SHX Text
2-8
AutoCAD SHX Text
W8x15
AutoCAD SHX Text
INTERIOR COLUMNS
AutoCAD SHX Text
CORNER COLUMNS
AutoCAD SHX Text
METAL BLDG. MFR.
AutoCAD SHX Text
6/18/18
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
S3.1
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
ENGINEER'S SEAL:
AutoCAD SHX Text
GARY E. TALBOT, P.E.
AutoCAD SHX Text
PA LICENSE NO. 40033-E
AutoCAD SHX Text
FOUNDATION SECTIONS
AutoCAD SHX Text
LENAPE CROSSING & S. HANOVER STREET
AutoCAD SHX Text
NORTH COVENTRY TOWNSHIP
AutoCAD SHX Text
NEW ROAD DEPARTMENT BUILDING
AutoCAD SHX Text
GTA, Inc.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
5910 Easton Road
AutoCAD SHX Text
Pipersville, PA 18947
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
STRUCTURAL ENGINEER:
AutoCAD SHX Text
NORTH COVENTRY, PA
AutoCAD SHX Text
SECTION F1
AutoCAD SHX Text
SECTION F3
AutoCAD SHX Text
HOOKED ANCHORS @ M.O.
AutoCAD SHX Text
W/ 1/2" DIA. x 5" LG. @ 2'-0"
AutoCAD SHX Text
GALV. L 1 1/2 x 1 1/2 x 1/4 CONT.
AutoCAD SHX Text
1"
AutoCAD SHX Text
WWF
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
VAPOR BARRIER
AutoCAD SHX Text
WALL
AutoCAD SHX Text
PAVEMENT DETAIL
AutoCAD SHX Text
PER CIVIL DWGS.
AutoCAD SHX Text
1 "14"
AutoCAD SHX Text
STUD FRAMING
AutoCAD SHX Text
6" METAL
AutoCAD SHX Text
SLOPE
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
SECTION F2
AutoCAD SHX Text
VAPOR BARRIER
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
1/2" PREMOLDED
AutoCAD SHX Text
WWF
AutoCAD SHX Text
4"
AutoCAD SHX Text
MASONRY VENEER
AutoCAD SHX Text
SEE ARCH. DWGS.
AutoCAD SHX Text
CMU WALL
AutoCAD SHX Text
LAP SPLICE
AutoCAD SHX Text
3'-0" MIN.
AutoCAD SHX Text
WALL REINFORCING
AutoCAD SHX Text
SEE TYPICAL DETAIL
AutoCAD SHX Text
3 - #5 CONT.
AutoCAD SHX Text
3" CLEAR
AutoCAD SHX Text
WWF
AutoCAD SHX Text
OF FOOTING ELEVATION
AutoCAD SHX Text
SEE PLAN FOR BOTTOM
AutoCAD SHX Text
#4@48"
AutoCAD SHX Text
WWF
AutoCAD SHX Text
JOINT FILLER (TYP.)
AutoCAD SHX Text
1/2" PREMOLDED
AutoCAD SHX Text
SECTION F5
AutoCAD SHX Text
3" CL.
AutoCAD SHX Text
(3) #6 CONT.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
BEYOND
AutoCAD SHX Text
3" CL.
AutoCAD SHX Text
(3) #6 CONT.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
12" CMU
AutoCAD SHX Text
GROUTED SOLID
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
ELEVATION 282.0
AutoCAD SHX Text
3" CL.
AutoCAD SHX Text
(3) #6 CONT.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
(2) LAYERS OF
AutoCAD SHX Text
1/2" PREMOLDED
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
GROUT CMU SOLID
AutoCAD SHX Text
BELOW GRADE (TYP.)
AutoCAD SHX Text
1 "14"
AutoCAD SHX Text
6x6-W4.0xW4.0 WWF
AutoCAD SHX Text
VAPOR BARRIER
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
8" CMU
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
SECTION F6
AutoCAD SHX Text
CMU WALL
AutoCAD SHX Text
(3) -#5 CONT.
AutoCAD SHX Text
WWF
AutoCAD SHX Text
C WALL
AutoCAD SHX Text
SECTION F7
AutoCAD SHX Text
CMU WALL
AutoCAD SHX Text
(3) -#5 CONT.
AutoCAD SHX Text
WWF
AutoCAD SHX Text
C WALL
AutoCAD SHX Text
LAP SPLICE
AutoCAD SHX Text
3'-0" MIN.
AutoCAD SHX Text
#4@16"
AutoCAD SHX Text
LEG IN EACH DIRECTION
AutoCAD SHX Text
ALTERNATE HORIZONTAL
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
SECTION F8
AutoCAD SHX Text
3'-0" MIN.
AutoCAD SHX Text
WWF
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
1/2" PREMOLDED
AutoCAD SHX Text
FIN. GRADE
AutoCAD SHX Text
BARRIER
AutoCAD SHX Text
6 MIL VAPOR
AutoCAD SHX Text
AASHTO #57 STONE
AutoCAD SHX Text
6" LAYER OF COMPACTED
AutoCAD SHX Text
3" CLEAR
AutoCAD SHX Text
CONCRETE PIER P1
AutoCAD SHX Text
AT ALL COLUMNS
AutoCAD SHX Text
SEE FOOTING SCHEDULE FOR SIZE AND REINFORCING
AutoCAD SHX Text
SECTION F4
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
3" CL.
AutoCAD SHX Text
(3) #6 CONT.
AutoCAD SHX Text
4"
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
WWF
AutoCAD SHX Text
1/2" PREMOLDED
AutoCAD SHX Text
JOINT FILLER
AutoCAD SHX Text
GROUT CMU SOLID
AutoCAD SHX Text
BELOW GRADE (TYP.)
AutoCAD SHX Text
1 "14"
AutoCAD SHX Text
VAPOR BARRIER
AutoCAD SHX Text
FINISHED GRADE
AutoCAD SHX Text
8" CMU
AutoCAD SHX Text
MIN.
AutoCAD SHX Text
351 COLUMN WIRE TIE @ 16"
AutoCAD SHX Text
BOTH COLUMN FLANGES AS
AutoCAD SHX Text
MFR'D BY HOHMANN & BARNARD
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
LAP SPLICE
AutoCAD SHX Text
3'-0" MIN.
AutoCAD SHX Text
SEE TYPICAL DETAIL
AutoCAD SHX Text
WALL REINFORCING
AutoCAD SHX Text
SEE TYPICAL DETAIL
AutoCAD SHX Text
ELEVATION 282.0
AutoCAD SHX Text
ELEVATION 282.0
AutoCAD SHX Text
ELEVATION 282.0
AutoCAD SHX Text
ELEVATION 282.0
AutoCAD SHX Text
SECTION A
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
14
AutoCAD SHX Text
3"
AutoCAD SHX Text
3"
AutoCAD SHX Text
BEARING PLATE 4"x "x8" WITH 14"x8" WITH 12" DIA. x 5" LONG ANCHORS @ 24"
AutoCAD SHX Text
CONT. L6x4x 14
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
+10'-0" A.F.F.
AutoCAD SHX Text
SECTION B
AutoCAD SHX Text
12" DIA. x 5" LONG ANCHORS @ 24"
AutoCAD SHX Text
CONT. L6x4x 14
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
+10'-0" A.F.F.
AutoCAD SHX Text
AASHTO #57 STONE
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
AASHTO #57 STONE
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
AASHTO #57 STONE
AutoCAD SHX Text
COMPACTED
AutoCAD SHX Text
AASHTO #57 STONE
AutoCAD SHX Text
#4@16"
AutoCAD SHX Text
STEEL CHANNEL WIND GIRT
AutoCAD SHX Text
DESIGNED BY METAL BUILDING
AutoCAD SHX Text
MANUFACTURER TO BRACE TOP
AutoCAD SHX Text
OF MASONRY WALL WITH L/600
AutoCAD SHX Text
MAXIMUM HORIZONTAL DEFLECTION
AutoCAD SHX Text
MASONRY ANCHORS @ 16"
AutoCAD SHX Text
STEEL CHANNEL WIND GIRT
AutoCAD SHX Text
DESIGNED BY METAL BUILDING
AutoCAD SHX Text
MANUFACTURER TO BRACE TOP
AutoCAD SHX Text
OF METAL STUD WALL WITH L/600
AutoCAD SHX Text
MAXIMUM HORIZONTAL DEFLECTION
AutoCAD SHX Text
STEEL CHANNEL WIND GIRT
AutoCAD SHX Text
DESIGNED BY METAL BUILDING
AutoCAD SHX Text
MANUFACTURER TO BRACE TOP
AutoCAD SHX Text
OF METAL STUD WALL WITH L/600
AutoCAD SHX Text
MAXIMUM HORIZONTAL DEFLECTION
AutoCAD SHX Text
MASONRY ANCHORS @ 16"
AutoCAD SHX Text
BOND BEAM
AutoCAD SHX Text
W/ (2) #4
AutoCAD SHX Text
SUBMIT CALCULATIONS FOR REVIEW
AutoCAD SHX Text
SUBMIT CALCULATIONS FOR REVIEW
AutoCAD SHX Text
SUBMIT CALCULATIONS FOR REVIEW
AutoCAD SHX Text
10" (F40)
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
FOR USDA REVIEW
AutoCAD SHX Text
STRUCTURAL ENGINEER OF RECORD DESIGN CERTIFICATION
AutoCAD SHX Text
This project has been designed by me, in accordance with
AutoCAD SHX Text
the 2009 International Building Code, PA edition and all
AutoCAD SHX Text
applicable codes and standards referenced therein, and all
AutoCAD SHX Text
applicable Federal, State and local laws, codes and regulations;
AutoCAD SHX Text
and to the best of my knowledge and belief, these construction
AutoCAD SHX Text
documents are in conformance therewith.
AutoCAD SHX Text
Gary E. Talbot, P.E.
AutoCAD SHX Text
PA P.E. #40033-E
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
6/18/18
AutoCAD SHX Text
ISSUED FOR BID
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
S3.2
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
ENGINEER'S SEAL:
AutoCAD SHX Text
GARY E. TALBOT, P.E.
AutoCAD SHX Text
PA LICENSE NO. 40033-E
AutoCAD SHX Text
SALT BUILDING DETAILS
AutoCAD SHX Text
LENAPE CROSSING & S. HANOVER STREET
AutoCAD SHX Text
NORTH COVENTRY TOWNSHIP
AutoCAD SHX Text
NEW SALT STORAGE BUILDING
AutoCAD SHX Text
GTA, Inc.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
5910 Easton Road
AutoCAD SHX Text
Pipersville, PA 18947
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
STRUCTURAL ENGINEER:
AutoCAD SHX Text
NORTH COVENTRY, PA
AutoCAD SHX Text
(18" EMBEDMENT PLUS 6" HOOK)
AutoCAD SHX Text
ANCHOR BOLTS @ 32" O.C.
AutoCAD SHX Text
1/2" DIA. GALV. A307
AutoCAD SHX Text
MATCH VERT. REINF.
AutoCAD SHX Text
FOOTING DOWELS TO
AutoCAD SHX Text
#7@12" VERT. I.F.
AutoCAD SHX Text
#7@12"
AutoCAD SHX Text
#4@12" HORIZ. E.F.
AutoCAD SHX Text
1'-0"
AutoCAD SHX Text
3/4" CHAMFER (TYP.)
AutoCAD SHX Text
2x6 SHEAR KEY
AutoCAD SHX Text
SECTION F9
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
(10)#5 CONT. TOP & BOTTOM
AutoCAD SHX Text
FIN. GRADE
AutoCAD SHX Text
2" CL.
AutoCAD SHX Text
SPLICE (TYP.)
AutoCAD SHX Text
4'-0" LAP
AutoCAD SHX Text
#6@12" VERT. O.F.
AutoCAD SHX Text
3" CLEAR (TYP.)
AutoCAD SHX Text
TOP OF WALL ELEV. 12'-0" A.F.F.
AutoCAD SHX Text
CONT. P.T. 2x8 SILL PLATE
AutoCAD SHX Text
2x8@16" P.T. WALL STUDS
AutoCAD SHX Text
1/2" P.T. PLYWOOD WALL SHEATHING
AutoCAD SHX Text
SEE SECTION F9 FOR
AutoCAD SHX Text
SECTION F9A
AutoCAD SHX Text
3/4" = 1'-0"
AutoCAD SHX Text
ADDITIONAL INFORMATION
AutoCAD SHX Text
WOOD ROOF TRUSS @ 2'-0" o.c.
AutoCAD SHX Text
SEE TRUSS DIAGRAMS AND PLAN
AutoCAD SHX Text
VERTICAL 2x4 X-BRACING
AutoCAD SHX Text
SEE PLAN FOR LOCATIONS
AutoCAD SHX Text
2x4 CONT. HORIZ. BRIDGING
AutoCAD SHX Text
FASTEN TO EACH TRUSS CHORD
AutoCAD SHX Text
W/ (2) 10d COMMON NAILS (GALV.)
AutoCAD SHX Text
FULL LENGTH UNDER RIDGE AND
AutoCAD SHX Text
(2) 10d COMMON NAILS (TYP.)
AutoCAD SHX Text
1/2" MIN. APA RATED 32/16
AutoCAD SHX Text
PLYWOOD ROOF SHEATHING
AutoCAD SHX Text
TYPICAL TRUSS X-BRACING DETAIL
AutoCAD SHX Text
NOT-TO SCALE
AutoCAD SHX Text
PER PLAN AND AT X-BRACING
AutoCAD SHX Text
LOCATE X-BRACING UNDER RIDGE OF
AutoCAD SHX Text
ROOF TRUSSES, AT ALL GABLE ENDS AND
AutoCAD SHX Text
AT +12'-0" O.C. BOTH DIRECTIONS (TYP.)
AutoCAD SHX Text
RIGID CEILING
AutoCAD SHX Text
(GYPSUM BOARD)
AutoCAD SHX Text
(SEE ROOF FRAMING PLAN)
AutoCAD SHX Text
TYPICAL GABLE WALL BRACING
AutoCAD SHX Text
NOT-TO SCALE
AutoCAD SHX Text
CONT. 2x4 W/ (2) 10d COMMON
AutoCAD SHX Text
NAILS INTO EACH VERTICAL OF TRUSS
AutoCAD SHX Text
(2) 10d NAILS
AutoCAD SHX Text
(5) 10d NAILS
AutoCAD SHX Text
2x4 BETWEEN TRUSS CHORDS
AutoCAD SHX Text
W/ SIMPSON LUS24 BOTH ENDS
AutoCAD SHX Text
SIMPSON A34
AutoCAD SHX Text
FRAMING ANGLE
AutoCAD SHX Text
CONT 2x6
AutoCAD SHX Text
10d NAILS @ 8"
AutoCAD SHX Text
2x6 BRACE @ 4'-0"
AutoCAD SHX Text
ROOF TRUSS
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
GABLE TRUSS
AutoCAD SHX Text
DOUBLE 2x8 WOOD PLATE
AutoCAD SHX Text
WOOD TRUSSES @ 2'-0" MAX.
AutoCAD SHX Text
SIMPSON HURRICANE TIE
AutoCAD SHX Text
REINFORCING AT CONTROL JOINT
AutoCAD SHX Text
DISCONTINUE HORIZONTAL
AutoCAD SHX Text
BOTH SIDES OF WALL
AutoCAD SHX Text
TOOLED AND CAULKED JOINT
AutoCAD SHX Text
1/2" WIDE x 1 1/2" DEEP
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
1/2" CHAMFER
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
CONCRETE WALL CONTROL JOINT DETAIL
AutoCAD SHX Text
IN ALL WALLS AT 12'-0" O.C. MAX.
AutoCAD SHX Text
LOCATE VERTICAL CONTROL JOINTS
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
STOP SHEAR KEY 4" SHORT OF
AutoCAD SHX Text
TOP OF WALL AND RUN EXPANSION
AutoCAD SHX Text
JOINT FILLER OVER TOP (TYP.)
AutoCAD SHX Text
CONCRETE WALL CONSTRUCTION JOINT DETAIL
AutoCAD SHX Text
NOT TO SCALE
AutoCAD SHX Text
2x4 SHEAR KEY
AutoCAD SHX Text
3/4" CHAMFER
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
3/4" x 4" CORK EXPANSION JOINT
AutoCAD SHX Text
FILLER AS MANUFACTURED
AutoCAD SHX Text
BY W.R. MEADOWS (OR EQUAL)
AutoCAD SHX Text
DISCONTINUE HORIZONTAL
AutoCAD SHX Text
REINFORCING AT CONSTRUCTION JOINT
AutoCAD SHX Text
WALLS SHALL BE POURED FULL HEIGHT. NO HORIZONTAL
AutoCAD SHX Text
CONTRUCTION JOINTS OR COLD JOINTS ARE PERMITTED.
AutoCAD SHX Text
P.T. DENOTES PRESERVATIVE-TREATED WOOD PER
AutoCAD SHX Text
SECTION 2303.1.8 OF THE 2009 IBC, PA EDITION
AutoCAD SHX Text
ASPHALT PAVING PER CIVIL DRAWINGS
AutoCAD SHX Text
#6@12"
AutoCAD SHX Text
6" LAYER OF COMPACTED
AutoCAD SHX Text
ASSHTO #57 STONE
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
FOR USDA REVIEW
AutoCAD SHX Text
COMPACTED FILL ALL
AutoCAD SHX Text
SIDES OF SALT BUILDING
AutoCAD SHX Text
2" CL.
AutoCAD SHX Text
2" CL.
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
3/4" CHAMFER
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
ROOF TRUSS
AutoCAD SHX Text
DOUBLE WOOD PLATE FASTENED
AutoCAD SHX Text
WITH (2) ROWS GALV. 1OD @ 12"
AutoCAD SHX Text
1/2" DIA. x 4" LONG
AutoCAD SHX Text
GALV. LAG SCREWS @ 32"
AutoCAD SHX Text
(18" EMBEDMENT PLUS 6" HOOK)
AutoCAD SHX Text
ANCHOR BOLTS @ 32" O.C.
AutoCAD SHX Text
1/2" DIA. GALV. A307
AutoCAD SHX Text
+30'-0" A.F.F.
AutoCAD SHX Text
STRUCTURAL ENGINEER OF RECORD DESIGN CERTIFICATION
AutoCAD SHX Text
This project has been designed by me, in accordance with
AutoCAD SHX Text
the 2009 International Building Code, PA edition and all
AutoCAD SHX Text
applicable codes and standards referenced therein, and all
AutoCAD SHX Text
applicable Federal, State and local laws, codes and regulations;
AutoCAD SHX Text
and to the best of my knowledge and belief, these construction
AutoCAD SHX Text
documents are in conformance therewith.
AutoCAD SHX Text
Gary E. Talbot, P.E.
AutoCAD SHX Text
PA P.E. #40033-E
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
6/18/18
AutoCAD SHX Text
ISSUED FOR BID
d
A
-
A
AutoCAD SHX Text
SHEET:
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SHEET TITLE:
AutoCAD SHX Text
ENGINEER'S SEAL:
AutoCAD SHX Text
GARY E. TALBOT, P.E.
AutoCAD SHX Text
PA LICENSE NO. 40033-E
AutoCAD SHX Text
COLD-FORMED FRAMING DETAILS
AutoCAD SHX Text
LENAPE CROSSING & S. HANOVER STREET
AutoCAD SHX Text
NORTH COVENTRY TOWNSHIP
AutoCAD SHX Text
NEW ROAD DEPARTMENT BUILDING
AutoCAD SHX Text
GTA, Inc.
AutoCAD SHX Text
CONSULTING ENGINEERS
AutoCAD SHX Text
5910 Easton Road
AutoCAD SHX Text
Pipersville, PA 18947
AutoCAD SHX Text
REV.
AutoCAD SHX Text
DATE
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
STRUCTURAL ENGINEER:
AutoCAD SHX Text
NORTH COVENTRY, PA
AutoCAD SHX Text
7
AutoCAD SHX Text
TYP. STUD BRIDGING DETAIL
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
(2)-#10 TEK SCREWS
AutoCAD SHX Text
CLIP ANGLE LENGTH = 80% OF STUD DEPTH (d)
AutoCAD SHX Text
COLD-ROLLED CHANNEL MANUFACTURER'S STANDARD BRIDGING
AutoCAD SHX Text
3
AutoCAD SHX Text
CONCRETE SLAB/FOUNDATION WALL
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
BASE TRACK
AutoCAD SHX Text
STUD
AutoCAD SHX Text
4
AutoCAD SHX Text
TYP. DETAIL @ OPENING HEADER
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
1 x1 x16 GA. ANGLE12x1 x16 GA. ANGLE12x16 GA. ANGLE
AutoCAD SHX Text
CONT. TRACK TOP & BOTTOM
AutoCAD SHX Text
INFILL STUD
AutoCAD SHX Text
SINGLE JAMB STUD U.N.O.
AutoCAD SHX Text
CRIPPLE STUD
AutoCAD SHX Text
TRACK PIECE
AutoCAD SHX Text
(2) #10 SCREWS @ 12" o.c. (TYP) @ MULTIPLE JAMB MEMBERS
AutoCAD SHX Text
(1) #10 TEK SCREW BOTH SIDES (TYP.)
AutoCAD SHX Text
FASTEN FULL HEIGHT TRACK TO FULL HEIGHT STUD w/(1) #10 TEK SCREW @ 16" o.c., EACH SIDE
AutoCAD SHX Text
(1) #10 TEK SCREW @ 16" o.c. BOTH SIDES (TYP.)
AutoCAD SHX Text
(1) #10 TEK SCREW @ 16" o.c. BOTH SIDES (TYP.)
AutoCAD SHX Text
FASTEN TO BOTTOM TRACK & STUD TRACK PIECE w/ (4) #10 TEK SCREWS EACH LEG
AutoCAD SHX Text
INTO STUD & INTO BRIDGING
AutoCAD SHX Text
LOCATE BRIDGING @ 4'-0" O.C. MAX. MIDHEIGHT FOR STUDS LESS THAN 8 FT. TALL AND 2'-0" MAX. FROM TOP TRACK.
AutoCAD SHX Text
FASTEN TO JAMB w/(3) #10 TEK SCREWS
AutoCAD SHX Text
TYP. TRACK CONNECTION AT
AutoCAD SHX Text
6
AutoCAD SHX Text
TYP. STUD SOLID BLOCKING DETAIL
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
2-#10 TEK SCREWS EACH LEG
AutoCAD SHX Text
INTO STUD & INTO BLOCKING
AutoCAD SHX Text
18 GA. (MIN) TRACK SOLID BLOCKING. LOCATE @ EA. END OF WALL & @ 4'-0" o.c.
AutoCAD SHX Text
FASTEN
AutoCAD SHX Text
BLOCKING
AutoCAD SHX Text
TO FLAT STRAPS
AutoCAD SHX Text
w/4-#10 TEK SCREWS (MIN.)
AutoCAD SHX Text
TYP.
AutoCAD SHX Text
CLIP ANGLE w/
AutoCAD SHX Text
(TYP.)
AutoCAD SHX Text
FLAT STRAP BRACING @ 4'-0" o.c. MAX.
AutoCAD SHX Text
w/ (1) #10 TEK SCREW INTO EVERY
AutoCAD SHX Text
STUD, BOTH SIDES (TYP.)
AutoCAD SHX Text
(TYPICAL AT STUDS WITH NO SHEATHING ONE OR BOTH FACES)
AutoCAD SHX Text
HEADER MEMBERS
AutoCAD SHX Text
AS REQUIRED BY
AutoCAD SHX Text
5
AutoCAD SHX Text
TYP. DETAIL @ SILL
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
CRIPPLE STUD
AutoCAD SHX Text
SILL TRACK
AutoCAD SHX Text
TYPICAL BASE ANCHORAGE
AutoCAD SHX Text
INFILL STUD
AutoCAD SHX Text
ADDITIONAL ANCHORAGE @ JAMB
AutoCAD SHX Text
BASE TRACK
AutoCAD SHX Text
@ 16" o.c.
AutoCAD SHX Text
(2) #10 SCREWS @ 16" o.c. (TYP) @ MULTIPLE JAMB MEMBERS
AutoCAD SHX Text
1-#10 SCREW @ 16" o.c. EA. SIDE (TYP.)
AutoCAD SHX Text
FASTEN TO JAMB w/(4) #10 TEK SCREWS
AutoCAD SHX Text
3" MIN. EDGE
AutoCAD SHX Text
DISTANCE
AutoCAD SHX Text
(TYPICAL WHERE BOTH SIDES SHEATHED)
AutoCAD SHX Text
(1) 1/2" DIA. HILTI KWIK BOLT 3
AutoCAD SHX Text
ANCHOR @ EA. WINDOW & DOOR JAMB
AutoCAD SHX Text
(3 1/2" EMBEDMENT)
AutoCAD SHX Text
(2) 0.157" DIA. P.A.F.'S @ 16" o.c. (1) EACH SIDE
AutoCAD SHX Text
OF STUD - UNLESS NOTED OTHERWISE)
AutoCAD SHX Text
(EMBED = 1")
AutoCAD SHX Text
(TYP. AT ALL OPENINGS)
AutoCAD SHX Text
TRIPLE STUD
AutoCAD SHX Text
(TYP. AT ALL OPENINGS)
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
TRACK GAUGE TO
AutoCAD SHX Text
MATCH STUD GAUGE
AutoCAD SHX Text
(2) PAFS INTO VERTICAL STEEL GIRT
AutoCAD SHX Text
TYP. STUD TO TRACK CONNECTION
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
TRACK
AutoCAD SHX Text
STUD
AutoCAD SHX Text
(1) #10 TEK SCREW
AutoCAD SHX Text
@ BOTH SIDES OF
AutoCAD SHX Text
TYP. DETAIL @ TRACK SPLICES
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
BASE TRACK
AutoCAD SHX Text
(2) #10 TEK SCREWS @ EACH TRACK END
AutoCAD SHX Text
@ EACH STUD FLANGE. (4 SCREWS TOTAL
AutoCAD SHX Text
(1) PAF 1" TO 3" FROM
AutoCAD SHX Text
STUD
AutoCAD SHX Text
(2) #10 TEK SCREWS
AutoCAD SHX Text
BOTH SIDES OF STUD
AutoCAD SHX Text
BOTH SIDES)
AutoCAD SHX Text
%%UAT TOP & BOTTOM OF WALL
AutoCAD SHX Text
%%UAT STRUCTURE
AutoCAD SHX Text
EDGE OF TRACK.
AutoCAD SHX Text
EVERY STUD
AutoCAD SHX Text
BOTTOM TRACK SHOWN
AutoCAD SHX Text
TOP TRACK SIMILAR
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
TRACK GAUGE TO
AutoCAD SHX Text
MATCH STUD GAUGE
AutoCAD SHX Text
NOTE:
AutoCAD SHX Text
TRACK GAUGE TO
AutoCAD SHX Text
MATCH STUD GAUGE (MIN.)
AutoCAD SHX Text
4.
AutoCAD SHX Text
USE LOW PROFILE HEAD BENEATH SHEATHING, MANUFACTURER'S STANDARD ELESWHERE. MECHANICAL FASTENERS SHALL BE BUILDEX TEKS
AutoCAD SHX Text
MECHANICAL FASTENERS SHALL CONFORM TO ASTM C 1513, CORROSION-RESISTANT-COATED, SELF DRILLING SELF-TAPPING STEEL SCREWS
AutoCAD SHX Text
3.
AutoCAD SHX Text
METAL STUDS AND FRAMING ACCESSORIES SHALL BE CONFORM TO ASTM A653/A653M, SS GRADE 50 WITH G60 COATING (TYP.) AND G90 COATING AT MASONRY VENEER.
AutoCAD SHX Text
ASSEMBLED WALL DEAD LOAD = 10 PSF SOFFITS, 15 PSF WALLS.
AutoCAD SHX Text
WIND LOAD = 25 PSF (MIN.)
AutoCAD SHX Text
2.
AutoCAD SHX Text
DESIGN OF CFMF SHALL BE BASED ON THE FOLLOWING DESIGN LOADS:
AutoCAD SHX Text
1.
AutoCAD SHX Text
GENERAL COLD FORMED LIGHT GAUGE METAL FRAMING NOTES:
AutoCAD SHX Text
FABRICATION, AND INSTALLATION OF COLD-FORMED STEEL LIGHT FRAME CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
AutoCAD SHX Text
2009 IBC AND AISI S200 AS PUBLISHED BY THE AMERICAN IRON AND STEEL INSTITUTE.
AutoCAD SHX Text
CFMF DEFLECTION CRITERIA = L/600 (AT BRICK VENEER AND STUCCO FINISHES)
AutoCAD SHX Text
MAXIMUM VERTICAL DEFLECTION OF PRIMARY STRUCTURE = 3/4 INCH
AutoCAD SHX Text
SELF-DRILLING, SELF-TAPPING SCREWS AS MANUFACTURED BY ITW/BUIDEX CONSTRUCTION PRODUCTS OR EQUAL INSTALLED IN STRICT
AutoCAD SHX Text
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. METAL TO METAL FASTENERS SHALL BE #10 AND #12 TEK SCREWS x 5/8" LONG.
AutoCAD SHX Text
IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MAINTAIN 1/2" MINIMUM EDGE DISTANCE INTO STRUCTURAL STEEL AND 3"
AutoCAD SHX Text
WITH A 1/2" MINIMUM PENETRATION INTO OR COMPLETELY THROUGH STRUCTURAL STEEL BASE MATERIAL. ALL PAF'S SHALL BE INSTALLED
AutoCAD SHX Text
POWDER ACTUATED FASTENERS (PAF'S) SHALL BE HILTI X-U WHEN FASTENING INTO CONCRETE AS MANUFACTURED BY HILTI CORP. AND SHALL
AutoCAD SHX Text
ATTAIN 1" MIN. EMBEDMENT INTO CONCRETE. PAF'S INTO STEEL SHALL BE HILTI X-U AS MANUFACTURED BY HILTI CORP. AND SHALL BE DRIVEN
AutoCAD SHX Text
5.
AutoCAD SHX Text
MINIMUM EDGE DISTANCE INTO CONCRETE. INSTALLERS MUST BE CERTIFIED BY HILTI AND HAVE A CURRENT HILTI-ISSUED OPERATOR'S LICENSE.
AutoCAD SHX Text
9.
AutoCAD SHX Text
CUTTING OF STEEL FRAMING MEMBERS SHALL BE ACCOMPLISHED WITH A SAW OR SHEAR. TORCH CUTTING IS NOT PERMITTED.
AutoCAD SHX Text
TEMPORARY BRACING SHALL BE PROVIDED AND LEFT IN PLACE UNTIL WORK IS PERMANENTLY STABILIZED.
AutoCAD SHX Text
GALVANIZING SHALL BE IN ACCORDANCE WITH ASTM 924. DAMAGED GALVANIZING SHALL RECEIVE GALVANIZING
AutoCAD SHX Text
SEALER GASKETS SHALL BE CLOSED-CELL NEOPRENE FOAM, 1/4" THICK, SLECTED FROM MANUFACTURER'S STANDARD WIDTHS TO MATCH
AutoCAD SHX Text
8.
AutoCAD SHX Text
ACCORDANCE WITH HILTI CORP INSTRUCTIONS AND RECOMMENDATIONS.
AutoCAD SHX Text
REPAIR PAINT SSPC-20 OR DOD-P-21035. STRUCTURAL PROPERTIES OF CFMF SHALL BE IN ACCORDANCE WITH THE AISI COLD-FORMED DESIGN SPECIFICATION.
AutoCAD SHX Text
INSTALLATION OF COLD FORMED METAL FRAMING SHALL BE IN ACCORDANCE WITH ASTM C1007. COLD FORMED METAL FRAMING PRODUCTS SHALL
AutoCAD SHX Text
COMPLY WITH ASTM C955. STUDS AND ACCESSORIS SHALL BE FABRICATED FROM ASTM A1003, STRUCTURAL GRADE , TYPE H, METALLIC COATED SHEET STEEL,
AutoCAD SHX Text
EXPANSION ANCHORS SHALL BE HILTI KWIK BOLT TZ, DIAMETER AS SPECIFIED, AS MANUFACTURED BY HILTI CORP. AND INSTALLED IN STRICT
AutoCAD SHX Text
7.
AutoCAD SHX Text
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS.
AutoCAD SHX Text
MINIMUM DISTANCE FROM CENTER OF FASTENER TO EDGE OF CONNECTED MEMBER SHALL BE 1/2". CENTER TO CENTER SPACING SHALL BE AT LEAST 3/4".
AutoCAD SHX Text
PAF'S AND SELF DRILLING SCREWS FOR THE FASTENING OF SLIDE CLIPS SHALL BE AS RECOMMENDED OR PROVIDED BY SLIDE CLIP MANUFACTURER.
AutoCAD SHX Text
6.
AutoCAD SHX Text
CFMF DEFLECTION CRITERIA = L/360 (ALL OTHER WALL FINISHES)
AutoCAD SHX Text
33KSI MIN FOR 18 GA. OR LIGHTER AND 50 KSI MIN. FOR 16 GA. OR HEAVIER.
AutoCAD SHX Text
DOUBLE KING STUD
AutoCAD SHX Text
UNLESS NOTED OTHERWISE (U.N.O.)
AutoCAD SHX Text
WOOD SCREWS SHALL BE #8 WOOD SCREWS (LENGTH AS INDICATED) IN ACCORDANCE WITH ANSI/ASME STANDARD B18.6.1.
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
AS REQUIRED BY CALCULATIONS
AutoCAD SHX Text
10.
AutoCAD SHX Text
THE METAL STUD SUPPORTS, SCREWS SHALL COMPLY WITH ASTM C1513 AND SHALL BE RECOMMENDED BY THE MANUFACTURER FOR THE INDENDED APPLICATION.
AutoCAD SHX Text
WALL SHEATHING SHALL BE ATTACHED TO METAL STUD FRAMING WITH MINIMUM #8 TEK SCREWS AT 6" O.C. AT PANEL EDGES AND 12" O.C. IN FIELD OF PANEL AT
AutoCAD SHX Text
11.
AutoCAD SHX Text
STUD SIZES SHOWN ON DRAWINGS ARE MINIMUM. PROVIDE THICKER GAUGE FOR FRAMING MEMBERS AND ACCESSORIES WHERE WARRANTED BY STRUCTURAL CALCULATIONS.
AutoCAD SHX Text
PROVIDE STRUCTURAL CALCULATIONS AND COLD FORMED METAL FRAMING SHOP DRAWINGS FOR ARCHITECT AND ENGINEER REVIEW.
AutoCAD SHX Text
CALCULATIONS
AutoCAD SHX Text
8
AutoCAD SHX Text
TYPICAL SINGLE LEG DEFLECTION TRACK DETAIL
AutoCAD SHX Text
N.T.S
AutoCAD SHX Text
12" MAX.
AutoCAD SHX Text
DEFLECTION
AutoCAD SHX Text
TRACK (TYP.)
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
-
AutoCAD SHX Text
TRACK GAUGE TO MATCH STUD
AutoCAD SHX Text
STUD
AutoCAD SHX Text
SCREW ATTACHMENT
AutoCAD SHX Text
FASTEN TOP TRACK TO
AutoCAD SHX Text
STRUCT. STEEL w/ 2 ROWS
AutoCAD SHX Text
P.A.F FASTENERS @ 16" o.c.
AutoCAD SHX Text
STAGGERED
AutoCAD SHX Text
GAUGE UNLESS THICKER GAUGE
AutoCAD SHX Text
3/4" MIN. GAP - TRACK LEG TO SCREW
AutoCAD SHX Text
3/4" DEF'L GAP
AutoCAD SHX Text
FASTEN TO STEEL ROOF
AutoCAD SHX Text
DECK w/ 2 ROWS #10 TEK
AutoCAD SHX Text
SCREWS @ 12"
AutoCAD SHX Text
DEEP LEG TRACK
AutoCAD SHX Text
(2" MIN. FLANGES)
AutoCAD SHX Text
LOCATE TOP ROW OF BRIDGING NO
AutoCAD SHX Text
MORE THAN 12" FROM TOP OF STUD.
AutoCAD SHX Text
SEE TYPICAL BRIDGING DETAILS
AutoCAD SHX Text
S3.3
AutoCAD SHX Text
IN NO CASE SHALL GAUGE OF STUDS AND ACCESSORIES BE LESS THAN 18 GAUGE. CONTRACTOR SHALL RETAIN PROFESSIONAL ENGINEER LICENSED IN THE STATE OF
AutoCAD SHX Text
WARRANTED BY CALCULATIONS
AutoCAD SHX Text
PENNSYLVANIA TO PREPARE STRUCTURAL CALCULATIONS AND COLD-FORMED METAL FRAMING SHOP DRAWINGS. DESIGN OF COLD FORMED METAL FRAMING IS DELEGATED
AutoCAD SHX Text
TO THE CONTRACTOR'S HIRED PROFESSIONAL ENGINEER SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER OF RECORD. SHOP DRAWINGS
AutoCAD SHX Text
AND CALCULATIONS SHALL BEAR THE SEAL OF THE PROFESSIONAL ENGINEER THAT PREPARED THEM.
AutoCAD SHX Text
12.
AutoCAD SHX Text
BUILDING MANUFACTURER FOR COORDINATION PRIOR TO PREPARING COLD FORMED FRAMING CALCULATIONS AND SHOP DRAWINGS.
AutoCAD SHX Text
CONTRACTOR SHALL PROVIDE HIS ENGINEER PREPARING THE COLD-FORMED FRAMING SHOP DRAWINGS AND CALCULATIONS FINAL APPROVED SHOP DRAWINGS FROM THE METAL
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
FOR USDA REVIEW
AutoCAD SHX Text
STRUCTURAL ENGINEER OF RECORD DESIGN CERTIFICATION
AutoCAD SHX Text
This project has been designed by me, in accordance with
AutoCAD SHX Text
the 2009 International Building Code, PA edition and all
AutoCAD SHX Text
applicable codes and standards referenced therein, and all
AutoCAD SHX Text
applicable Federal, State and local laws, codes and regulations;
AutoCAD SHX Text
and to the best of my knowledge and belief, these construction
AutoCAD SHX Text
documents are in conformance therewith.
AutoCAD SHX Text
Gary E. Talbot, P.E.
AutoCAD SHX Text
PA P.E. #40033-E
AutoCAD SHX Text
4/2/18
AutoCAD SHX Text
6/18/18
AutoCAD SHX Text
ISSUED FOR BID