HomeMy WebLinkAboutB18-0149_REV1 Approved Plans_1533052558.pdf O CIF go
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GENERAL NOTES 0
1. LIVE LOADS USED IN DESIGN: I. ALL SOLID SAWN, LAMINATED VENEER LUMBER, AND PREFABRICATED WOOD MEMBER 07/31118
HANGERS ARE TO BE INSTALLED USING THE MAXIMUM NUMBER OF FASTENERS AS
A. ROOF SLOPE LESS THAN 4:12 100 PSF SPECIFIED BY THE HANGER MANUFACTURER, UNLESS NOTED OTHERWISE.
B. ROOF SLOPE STEEPER THAN 4:12 80 PSF J. ALL WOOD HANGERS ARE TO BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE
MANUFACTURED BY SIMPSON STRONG-TIE. ALTERNATES SHALL HAVE EQUAL OR
C. ROOF DECK 100 PSF GREATER CAPACITY.
D. RESIDENTIAL FLOOR 40 PSF 5. NON-STRUCTURAL ELEMENTS
E. RISK CATEGORY I A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR
SEISMIC FACTOR IE 1 SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND
SNOW FACTOR IS 1 OTHER STRUCTURAL MOVEMENTS. € i
F. WIND B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET
WIND SPEED, Vult 115 MPH (ULTIMATE ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE
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WIND SPEED, Vasd 95 MPH (ASD) ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED d I I I
EXPOSURE C UNRESTRAINED UNLESS NOTED OTHERWISE. 1
G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 6. GENERAL IF
H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. °El
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B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND WABEARING A
2. TESTING, INSPECTIONS AND OBSERVATIONS: ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND — , AI ,® = VE AL L / ' \
REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY.
A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. EXISTING III' ® (3)2X4
STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ` crreFRId:
��♦]R�1� N _�LMN ���16CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS EXISTING E , , NEW
INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ,� _HI____:� �' (3)-2x8 A� �)-q v2" LVL
INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR • _--- MI 'A EXISTINGlli STUD BEARING
INSPECTIONS"
HIS ITEMS. REBUILD EXISTING NE S1MP5 " �%"BUILDING CODE. SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF , EXISTING AMIoHUS HAB. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS _ HOT TUB DECA( TO - lN ;6� AT �Vs SIMPSON .WMSPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. D. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE �� MATG H EXISTING I - =�� ' rii�Miiii
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1. STEEL CONSTRUCTION - COMPLY WITH AISC 360, CHAPTER N. ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. I -I I I I st I ■ 1' :■ _ / _
a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 1 / E ISTING 4 XISTING EXISTIN , EXT'-10R-
EXCEPT THE FOLLOWING: E. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD Q 0.,-E BEAM j, f. HALL • BO
1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN CONDITIONS AND ARCHITECTURAL DRAWINGS. W
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ACCORDANCE WITH AISC 360, CHAPTER N. E 1 ,h
EW EXTE=RIOR
b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT F. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ®® .. WALL ABOVE 211'1 '&017.x' I
DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. THE ENGINEER HAS TO BE7 L� � I—
;I
WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE ALLOWED TO OBSERVE ALL EXISTING STRUCTURAL CONDITIONS IN THE FIELD PRIOR A ,I f
ill
VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE TO INSTALLATION OF NEW FRAMING. ill tr �� i�_— W
N.
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MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS _ y�r p & Newell
p p 1 1
IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. EXISTIN: TaIl
I ToP OF EXISTINGROOF MOM oe Newell►._ li � ' "MING
1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. ®II II
� I , ^ Engineers, Inc.
2. WELDING OF RAILING SYSTEMS. / I \
c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS EXISTING-
Avon
_
AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. / ///// ///t7//////////// / /// ////// ' FLOOR JOIST, P.O.Box 1597
d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE EXISTING BEARING 0 70 Benchmark Road,Suite 204
WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS STUD WALL Avon,Colorado 81620
SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER (970)949-7768
APPLICATION OF JOINT DETAILS AT EACH CONNECTION. EMAIL avon@monroe-newell.com
e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS - EXISTING BEAM _
SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND Denver
MANUFACTURER'S CERTIFIED MILL TEST REPORTS.
1400 Glenarm Place,Suite 101
f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS Denver,Colorado 80202
FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED P T f A L P P L V (303)623-4927
denver@monroe-newell.com
DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF EMAIL denver@monroe-newell.com
COMPLIANCE.
NEW 6X6 TIMBER
3. STRUCTURAL STEEL HANGER COLUMN ,� T I I ��
NEW OR EXISTING \ 1\v/ I/4" = I'-O"
1NG FL ,AN
A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS FLOOR SHEATHING •
WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH NEW
SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST SIMPSON0
MSTC28
EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. NEW EXISTING
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EACH SIDE /
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NOTES: J
MISCELLANEOUS STRUCTURAL STEEL SHAPES SHALL CONFORM TO ASTM A36 UNLESS OF 6X
NOTED OTHERWISE. MISCELLANEOUS EMBEDDED STEEL ITEMS SHALL BE A36 STEELfle.
UNLESS NOTED OTHERWISE. I. CONTRACTOR SHALL EXPOSE EXISTING FRAMING TO ALLOW
STRUCTURAL ENGINEER TO-REVIEW EXISTING ASSUMED CONDITIONS
B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT PRIOR TO INSTALLATION OF NEW FRAMING AND REMOVAL OF
CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GR. 36 UNLESS ..1�1 EXISTING FRAMING.
< 1 0
NOTED OTHERWISE. ril
Viii N 2. TEMPORARY SHORING OF EXISTING FRAMING WILL BE'REQUIRED.
CONTRACTOR IS FULLY 'RESPONSIBLE FOR ALL TEMPORARY SHORING. UQC. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THELATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." I ■■.1��� L >I \ 3. -RECONSTRUCTION OF THE PLATFORM FOR THE HOT TUB SHALL MATCH
EXISTING FRAMING Z
D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY
STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. 4. WATERPROOFING OF THE HOT TUB DECK AND ALL ROOFS SHALL BE
THE-RESPONSIBILITY OF THE ARCHITECT AND THE CONTRACTOR. < (417) < fle.
E. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS NEW (3)--2X8
FILLET UNLESS NOTED OTHERWISE. BEAM EXISTING I I I I I1 I I
NEW 2X6 AT I'-4" 2X10 BEAM
D ce 0
F. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL FLOOR JOIST WITH NEW 2X6 LEDGER WITH
0 z _1
STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR SIMPSON U26 HANGER IOd X -2 1/2" NAILS AT
LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT EACH END 3" STAGGERED
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LATERAL SYSTEMS AND DECKS ARE IN PLACE.
4. WOOD
SECTION 1 Q 1 0 0
A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY IH tin U
WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL I - -0
BUILDING CODE AS FOLLOWS: Z 4111,
2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI Z (4 L1J 5 -1
2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI NEW EXTERIOR 2X6
5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI STUD WALL WITH 7/16"
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITIVE USES PRIOR PLYWOOD SHEATHING Cies am '4%14 <
AT EXTERIOR
TO ALLOWABLE STRESS INCREASES. T
NEW 2X6 TOP PLATE :I: >
B. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE WITH I/2" tb THREADED
TREATED LUMBER OR OTHERWISE PROPERLY PROTECTED. -ROD AT 1'-0" (WELD TO
EXISTING PATIO TUBE) (11) Q:)
C. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND FRAMING
NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). NEW HSS 6X-4X3/8 A
BEAR IN WALL EACH i
D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE ' END
TABLE 2304.10.1 UNLESS NOTED OTHERWISE. e
E. NOTCHES AND BORED HOLE PENETRATIONS IN WOOD STUD WALLS SHALL CONFORM TO
SECTION 2308 OF THE INTERNATIONAL BUILDING CODE.
1 1
F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. \ Date k14-1 -2q 1
1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL
BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD
ASSOCIATION. prelivn By TIM
2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE
AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF
U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS EXISTING FLOOR EXISTING 2X10 FLOOR Checked 13y HS
WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE SHEATHING JOISTS
WEATHER SHALL BE OF THE EXTERIOR TYPE. Prgject Nq. 11244
3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED
WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG
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INTERMEDIATE SUPPORTS.
4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED
a
WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG SECTION
v INTERMEDIATE SUPPORTS. I 1/2" = I'-O
v 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR
co OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANEL
N EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES
SHALL BE BLOCKED.
izz 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN
3 PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED.
7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND
o5 GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS.
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G. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND
O SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNATES
o SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL
0 HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER ,,�.,.�•t•�‘`‘‘,
o THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS •
_� 411citt
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;v REQUIRED BY THE JOIST MANUFACTURER.
.
c H. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS w . '� .•.‘•• .�j o,.,
miIt
FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. i • cal,
BUILT UP MMEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' i i
�' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" OR < Vol ;
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07/31/18
EXTERIOR BEARING EXISTING HEADER
STUD HALL FOR-ROOF 0 CI
SUPPORT
9
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2 NEW (3)-12” LVL BEAM
EXISTING 2X10
NEW SIMPSON MSTG28 'OOF JOIST
EACH SIDE
-REMOVE EXISTING EXTERIOR EXISTING
EXTREMER OR STUD S rA
WALLS
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PARAPET WALL II ISI
NEW 2X4 AT I'-4"
BEARING STUD WALL
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c - ROOF JOIST
NEW (2)2X10
ROOF JOIST 1 •
NEW (2)-2X6 TRIMMERS ;I
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NEW 6X6 TIMBER IN EXISTING HALL
HANGER COLUMN
NEW SIMPSON SDS25800
NEW SIMPSON MSTG28 ST 6" INTO EXISTING REMOVE EXISTING Monroe & Newell
EACH SIDE OF 6X6 STUDS
NEW SIMPSON H8 STRAP EXISTING EXTERIOR �)-q I/2" LVL
Engineers, Inc.
(I)-SIDE OF BEAM BEARING HALL I I \
- - A L LI F F x L L Avon
NEW (3)2X6 COLUMN P.O.Box 1597
70 Benchmark Road,Suite 204
N 10C-.)F F I �\II L AN II Avon,Colorado 81620
�l I �l (970)949-7768
1 EMAIL avon@monroe-newell.com
SECTION 1/4" = I'-O"
3/4" = I'-0' Denver
1400 Glenarm Place,Suite 101
NOTES; Denver,Colorado 80202
EXISTING ROOF (303)623-4927
EMAIL denver@monroe-newell.com
SHEATHING I. CONTRACTOR SHALL EXPOSE EXISTING FRAMING TO ALLOW
STRUCTURAL ENGINEER TO-REVIEW EXISTING ASSUMED CONDITIONS
EXISTING 2X12 PRIOR TO INSTALLATION OF NEW FRAMING AND-REMOVAL OF
`ROOF JOIST EXISTING FRAMING.
BEYOND
NEW 2X12-RIM 2. TEMPORARY SHORING OF EXISTING FRAMING HILL BE-REQUIRED. •
CONTRACTOR IS FULLY-RESPONSIBLE FOR ALL TEMPORARY SHORING.
0
Nii /// /// /// f , 3. -RECONSTRUCTION OF THE PLATFORM FOR THE HOT TUB SHALL MATCH
•
•
•
\ EXISTING FRAMING
�� \.....
4. WATER FINGG OF THE HOT TUB DECK AND ALL-ROOFS SHALL BE
• • • THE -R ONS ILITY OF THE ARCHITECT AND THE CONTRACTOR.
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< V) < 12
N EXTERIOR REMOVE EXISTING
EW EX ER OR EXTERIOR BEARING /
STUD WALL WITH
SHEATHING STUD WALL < D ce 0
NEW 2X12-ROOF JOIST 0 z
NAIL EXISTING JOIST
WITH (2)
Y20WS OF IOd
NAIL AT 6"
< 1 0 °
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SECTION 2 I- Z ilk.
3/4" = 1'-0, (1) Z J
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