HomeMy WebLinkAboutPLANS - 23-00379 - 301 Pollard Ave - Patio EnclosureS
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STRUCTURAL ENGINEER:SHEET TITLE:
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CONTRACTOR INFO:
PROJECT ADDRESS:
1951 S. PARCO AVE.#B, ONTARIO, CA 91761
PH: (951) 369-8777 FAX: (951) 369-0847
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PLUMP ENGINEERING, INC.
914 E. KATELLA AVE.
ANAHEIM, CA 92805
(714) 385-1835
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LOVELAND
301 POLLARD
REXBURG, ID 83440
DREAM ROOM
PLAN VIEW
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1. THE ROOF PANELS SHALL BE AS DEFINED WITHIN THIS DRAWING PACKAGE AND PANEL SPANS SHALL BE LIMITED TO THOSE SHOWN.2. UON, MAXIMUM ROOF PANEL OVERHANG SHALL BE 24".3. SPECIAL ENGINEERING REQUIRED FOR ATTACHMENT TO "SINGLE COAT" STUCCO SYSTEMS.IV WALL SYSTEMS 1. FOR COVERS W/ ENCLOSURE, THE ENCLOSURE SYSTEM SHALL BE DEFINED WITHIN THIS DRAWING PACKAGE.V LAMINATED ROOF PANELS 1. THE FOAM CORE ROOF PANELS DEPICTED WITHIN THE DRAWING ARE INTENDED FOR USE ON RESIDENTIAL PATIOS AS REGULATED BY CHAPTER 26, APPENDIX I OF THE INTERNATIONAL BUILDING CODE (IBC), OR APPENDIX H OF THE INTERNATIONAL RESIDENTIAL CODE (IRC).2. MATERIALS: A. INTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3004-H254 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. B. EXTERIOR FACING MATERIAL SHALL BE ALUMINUM CONFORMING TO THE REQUIREMENTS FOR 3004-H254 ALLOY AND TEMPER. THICKNESS OF SKIN SHALL BE AS SHOWN IN THE APPROPRIATE ALLOWABLE SPAN TABLE. C. THE FOAM CORE SHALL BE AS DEFINED BELOW AND HAVING A NOMINAL DENSITY AS SHOWN IN THE i. PREFORMED EXPANDED POLYSTYRENE BOARD (EPS), AS MANUFACTURED BY EITHER PREMIER INDUSTRIES, INC. / DBA INSULFOAM OR FALCON FOAM, INC. AND APPROVED UNDER ICC ES ER-1788 OR ICC ES ER-4059, RESPECTIVELY. THE FOAM SHALL MEET THE REQUIREMENTS FOR CLASS I MATERIAL D. THE COMPONENTS ARE BONDED TOGETHER BY AN ADHESIVE DESIGNATED AS MORAD M-650 SERIES, A PROPRIETARY ADHESIVE MANUFACTURED BY ROHM AND HAAS COMPANY, AND APPROVED UNDER ICC ES ER 5394. THE ADHESIVE APPROVED AS A CLASS 2, TYPE II, STRUCTURAL ADHESIVE, UNDER ICC ES AC05.3. THE MANUFACTURER OF ANY COMPONENT CITED IN ITEM 2 ABOVE SHALL PROVIDE CERTIFICATION WITH EACHSHIPMENT THAT ALL COMPONENTS PROVIDED WITHIN THE SHIPMENT CONFORM TO THE APPLICABLE SPECIFICATION(S) 4. PANELS SHALL BE CONTINUOUS IN THE DIRECTION OF SPAN WITH NO TRANSVERSE JOINTS.5. THE SUPPORT AND ATTACHMENT OF THE SUBJECT PANELS SHALL BE SUBSTANTIATED BY EITHER APPROVED EVALUATION 6. METAL PANEL FASTENERS SHALL BE ALUMINUM, STAINLESS STEEL OR ALUMINIZED , HOT-DIP GALVANIZED OR 7. FASTENERS FOR ATTACHMENT TO WALL HEADERS SHALL BE #14, SELF-TAPPING SMS, AND 1" O.D., SEAL WASHER. ALLOY AND MINIMUM THICKNESS OF HEADER SHALL BE 6063-T6 AND 0.065 INCHES RESPECTIVELY. MINIMUM LENGTH OF SCREWS 1. ALL GLAZING SHALL CONFORM TO THE REQUIREMENTS OF CHAPTER 24 OF THE CODE.2. GLAZING FOR GLASS ROOF SHALL BE EITHER INSULATED WITH 1/8" THICK FULLY TEMPERED GLASS ON THE TOP & BOTTOM 3. WHERE APPROVED BY THE BUILDING OFFICIAL WINDOWS AND DOORS MY BE AAMA APPROVED WITH A RATING CONSISTENT WITH THE REQUIRED DESIGN WIND PRESSURE. IN LIEW OF MATERIALS USED FOR OPEN AREAS AS DEFINED IN GENERAL NO
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GENERAL NOTES AND SPECIFICATIONSA. 8 F = 100,000 psid:rbA. 12 F = 80,000 psid:rbA. 14 F = 70,000 psid:rbA. 16 F = 70,000 psid:rbA. 18 F = 60,000 psid:rbA. 20 F = 60,000 psid:rb I DESIGN CODE & LOADS1. THE STRUCTURES INCLUDED WITHIN THE SCOPE OF THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE FOLLOWING CODE: A. APPENDIX I OF THE 2021 INTERNATIONAL BUILDING CODE (IBC). B. APPENDIX CHAPTER H OF THE 2021 INTERNATIONAL RESIDENTIAL CODE (IRC). C. ACCEPTANCE CRITERIA FOR PATIO COVERS AC 340. 2. ALL REQUIREMENTS OF THE APPLICABLE ABOVE REFERENCED CODE SHALL BE MET BY THE CONTRACTOR OR EACH ENCLOSURE SYSTEM CONSTRUCTED USING THE DETAILS AND REQUIREMENTS PRESENTED WITHIN THIS PACKAGE.3. SEE NOTES UNDER ITEM VI FOR ADDITIONAL INFORMATION REGARDING WINDOWS.II MATERIALS1. ALUMINUM FOR COMPONENTS SHALL BE AS SHOWN ON THE ALLOY AND TEMPER 6063-T6, (UON).2. ALUMINUM SHALL BE PAINTED IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH IN PART I-A, SECTION 6.6 OF THE ALUMINUM DESIGN MANUAL (2020).3. SHEET METAL SCREWS (SMS) SHALL BE TYPE AB SCREWS (TABLE 5-4, 2020 ADM). SMS SHALL NOT BE COUNTERSUNK.4. SHEET METAL SCREWS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN PART I-A OF THE LATEST ALUMINUM DESIGN MANUAL FOR TAPPING SCREW CONNECTIONS.5. WHERE ATTACHMENT TO EXISTING STRUCTURE OCCURS, THE WOOD OF THE EXISTING STRUCTURE SHALL HAVE A MINIMUM SPECIFIC GRAVITY OF 0.42, SUCH AS DF.6. WHERE SCREWS ARE INSTALLED INTO WOOD FRAMING, THE CONTRACTOR SHALL VERIFY, THROUGH NON-DESTRUCTIVE MEANS, THAT EACH SCREW HAS A MINIMUM OF 1/2" SIDE COVER ON ALL SIDES OF THE SCREW.7. ALL WOOD SHOWN WITHIN THESE DRAWINGS SHALL HAVE A SPECIFIC GRAVITY OF 0.50 OR GREATER.8. ALL NAILS AND WOOD SCREWS SHALL HAVE THE FOLLOWING MINIMUM YIELD STRENGTH:9. FASTENERS USED FOR ATTACHING TO PRESSURE TREATED LUMBER SHALL BE STAINLESS STEEL.11. UNLESS OTHERWISE NOTED, ALL STEEL IN CONTACT WITH PRESSURE TREATED LUMBER SHALL HAVE A G 185 GALVANIZED COATING.III ROOF SYSTEM ALLOWABLE SPAN TABLE (ALL WORK SHALL COMPLY WITH LATEST ICC-ESR NOs):: OER TABLE 803.9 OF THE IBC.AND/OR DEFINITION (S) OUTLINED ABOVE.REPORT PLANS OR STRUCTURAL PLANS APPROVED BY THE GOVERNING JURISDICTION.ELECTROGALVANIZED STEEL.SHALL BE 1" GREATER THAN THE PANEL THICKNESS.VI WINDOWS OR 3/16" THICK FULLY TEMPERED GLASS 10. UNLESS OTHERWISE NOTED, MECHANICAL EXPANSION ANCHORS SHALL BE 3/8" DIAMETER HILTI KWIK BOLTSTZ CARBON STEEL ANCHORS OR APPROVED EQUAL AND SHALL BE INSTALLED PER ICC - ESR 1917.
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DETAILS
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STRUCTURAL ENGINEER:SHEET TITLE:
O
F
CONTRACTOR INFO:
PROJECT ADDRESS:
1951 S. PARCO AVE.#B, ONTARIO, CA 91761
PH: (951) 369-8777 FAX: (951) 369-0847
S
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N
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PLUMP ENGINEERING, INC.
914 E. KATELLA AVE.
ANAHEIM, CA 92805
(714) 385-1835
A
S
N
O
T
E
D
J
O
B
N
O
.
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LOVELAND
301 POLLARD
REXBURG, ID 83440
DREAM ROOM
4-#8 SMS@ EA MULLION,EA FACE T&B #8 @ 24" O.C. &
0
3
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3
1
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2
4
0
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1.450"3.190"1.740"4.640"3.990"t=0.09 UON6063-T5 0.300"2.600"4.25 @ 4"GUTTERDETAILHALF55944"
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5
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COMPONENTS
S
C
A
L
E
D
A
T
E
D
R
A
W
N
S
H
E
E
T
S
R
E
V
I
S
I
O
N
D
A
T
E
N
O
.
STRUCTURAL ENGINEER:SHEET TITLE:
O
F
CONTRACTOR INFO:
PROJECT ADDRESS:
1951 S. PARCO AVE.#B, ONTARIO, CA 91761
PH: (951) 369-8777 FAX: (951) 369-0847
S
H
E
E
T
N
O
.
0
4
/
2
1
/
2
0
2
3
M
.
A
V
I
L
A
PLUMP ENGINEERING, INC.
914 E. KATELLA AVE.
ANAHEIM, CA 92805
(714) 385-1835
A
S
N
O
T
E
D
J
O
B
N
O
.
-
LOVELAND
301 POLLARD
REXBURG, ID 83440
DREAM ROOM
0
3
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3
1
-
2
4
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5
/
2
3
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2
3