HomeMy WebLinkAboutx2021-2054 - Alternative Material & Methods (3)PAD LEGEND:
Ell 102" X 31" RECT, X 24" DEEP CONCRETE PAD FOOTING
W/ #5 BARS @ 12" O.C. EACH WAY @ BOTTOM
P2 30" SQ. X 24" DEEP CONCRETE PAD FOOTING
W/ (4)- #5 BARS EA. WAY @ BOTTOM & #3 TIES @ 9" O.C.
(SEE DETAIL)
P3 24" SQ. X 24" DEEP CONCRETE PAD FOOTING
W/ (3)- #5 BARS EA. WAY @ BOTTOM
P4 48" SQ. X 24" DEEP CONCRETE PAD FOOTING
W/ (7)- #5 BARS EA. WAY @ BOTTOM
P5 54" SQ. X 24" DEEP CONCRETE PAD FOOTING
W/ (8)- #5 BARS EA. WAY @ BOTTOM --
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EXIST. FOOTING
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NEW WALL FOOTING:
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15"W X 24" DP. W/ 2- #5'S @ TOP & BOT.
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NEW GRADE BEAM:
(
15W X 24" DR W/ 2- #5S @ TOP & BOT.,
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#3 HOOP TIES @ 9" O.C. -SEE DETAIL 4/FD1
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TYP. NEW CONCRETE SLAB:
NEW 5" CONCRETE SLAB W/ #4 BARS @ 18" O.C. EACH WAY
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0/ 2" SAND 0/ 20 MIL'STEGO WRAP' VAPOR BARRIER 0/
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FD1
(USE1/2" OR LARGER CLEAN AGGREGATE)
REVIEW OF DIMENSIONS
EDGE OF SLAB
� 'HARDY FRAME' HFX-18X9'7"- 1 1/8 HS PANEL ON FOUNDATION
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POST WITH HOLDOWN PER PLAN
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PAD LEGEND:
Ell 102" X 31" RECT, X 24" DEEP CONCRETE PAD FOOTING
W/ #5 BARS @ 12" O.C. EACH WAY @ BOTTOM
P2 30" SQ. X 24" DEEP CONCRETE PAD FOOTING
W/ (4)- #5 BARS EA. WAY @ BOTTOM & #3 TIES @ 9" O.C.
(SEE DETAIL)
P3 24" SQ. X 24" DEEP CONCRETE PAD FOOTING
W/ (3)- #5 BARS EA. WAY @ BOTTOM
P4 48" SQ. X 24" DEEP CONCRETE PAD FOOTING
W/ (7)- #5 BARS EA. WAY @ BOTTOM
P5 54" SQ. X 24" DEEP CONCRETE PAD FOOTING
W/ (8)- #5 BARS EA. WAY @ BOTTOM --
FOUNDATION NOTES:
1) ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL ORAPPROVED
COMPACTED FILL.
2) SOILS REPORT PROVIDED, BY COLEMAN GEOTECHNICAL REPORT NO. 3227, DATED OCTOBER 2, 2018.
SOILS ENGINEER TO INSPECTAND CERTIFY IN WRITING THE FOLLOWING
PRIOR TO PLACING FORMS OR STEEL OR POURING CONCRETE:
A) FOOTING EXCAVATION AND DESIGN BEARING PRESSURE.
B) ALL GRADING AND COMPACTION OF SUBGRADE.
3) TYPICAL CONCRETE, SULFATE RESISTANT REQUIREMENT:
USE TYPE'V' CEMENT, 5 -SACK MIN. MIX, W/ POZZOLAN,
COMPRESSIVE STRENGTH OF 2500 PSI
-OR-
USE TYPE 'V' CEMENT, 5 -SACK MIN. MIX.
5) EXTERIORUSE 1/2" X 2 A 07 CONCRETE WALKS TO BE 3 1/2" CONCRETE W/ #3 BARS @ 18" O.C. EACH WAY.
PLACED AND SUPPORTED IN CENTER OF CONCRETE
( ) OR BOLTS WITH STEEL PLATE WASHERS, A MINIMUM OF 3/16" x 3" x 3" IN SIZE,
BETWEEN SILL PLATE AND NUT, WITH MIN. 1 7/8" MINIMUM EDGE DISTANCE @ 48" O.C. U.N.O.-
SEE NOTES AT SHEAR WALLS FOR CLOSER SPACINGS.
(CRC R602.11.1, ACCEPTABLE ALTERNATE: SDPWS 4.3.6.4.3)
6) USE SIMR RFB #5X10 RETRO -FIT BOLTS W/ 'SET EPDXYADHESIVE
@ EXIST. FOUNDATIONS (AS A FIX) PER SHEAR SCHEDULE. (ICC: ESR -2508)
7) ALL HOLDOWN ANCHORS TO BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.
8) ALL FILLING, BACKFILLING, RECOMPACTION, ETC. IS TO BE ACCOMPLISHED
UNDER THE SUPERVISION OF THE PROJECT SOILS ENGINEER WHERE APPLICABLE.
9) WEEP SCREED FOR STUCCO AT THE FOUNDATION LINE SHALL BEA MINIMUM OF 4 INCHES
ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREA. (CRC R703.6.2.1)
10) FASTENERS AND CONECTORS (NAILS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE -
TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE, OR COPPER. (2304.9.5.1)
1) STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36.
2) PIPE COLUMNS SHALL CONFORM TO TO ASTM A-53.
3) ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED
WELDERS IN THE SHOP OF AN APPROVED FABRICATOR.
4) FIELD WELDING REQUIRES SPECIAL INSPECTION AND IS TO BE
PERFORMED BY LICENSED WELDERS.
-------------------8--
FOUNDATION LEGEND:
----
EXIST. FOOTING
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NEW WALL FOOTING:
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15"W X 24" DP. W/ 2- #5'S @ TOP & BOT.
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NEW GRADE BEAM:
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15W X 24" DR W/ 2- #5S @ TOP & BOT.,
}k'
#3 HOOP TIES @ 9" O.C. -SEE DETAIL 4/FD1
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TYP. NEW CONCRETE SLAB:
NEW 5" CONCRETE SLAB W/ #4 BARS @ 18" O.C. EACH WAY
'
0/ 2" SAND 0/ 20 MIL'STEGO WRAP' VAPOR BARRIER 0/
y
2" SAND 0/ 4" PEA GRAVEL
FD1
(USE1/2" OR LARGER CLEAN AGGREGATE)
REVIEW OF DIMENSIONS
EDGE OF SLAB
� 'HARDY FRAME' HFX-18X9'7"- 1 1/8 HS PANEL ON FOUNDATION
A
P3
POST WITH HOLDOWN PER PLAN
FOUNDATION NOTES:
1) ALL FOOTINGS SHALL REST ON FIRM NATURAL SOIL ORAPPROVED
COMPACTED FILL.
2) SOILS REPORT PROVIDED, BY COLEMAN GEOTECHNICAL REPORT NO. 3227, DATED OCTOBER 2, 2018.
SOILS ENGINEER TO INSPECTAND CERTIFY IN WRITING THE FOLLOWING
PRIOR TO PLACING FORMS OR STEEL OR POURING CONCRETE:
A) FOOTING EXCAVATION AND DESIGN BEARING PRESSURE.
B) ALL GRADING AND COMPACTION OF SUBGRADE.
3) TYPICAL CONCRETE, SULFATE RESISTANT REQUIREMENT:
USE TYPE'V' CEMENT, 5 -SACK MIN. MIX, W/ POZZOLAN,
COMPRESSIVE STRENGTH OF 2500 PSI
-OR-
USE TYPE 'V' CEMENT, 5 -SACK MIN. MIX.
5) EXTERIORUSE 1/2" X 2 A 07 CONCRETE WALKS TO BE 3 1/2" CONCRETE W/ #3 BARS @ 18" O.C. EACH WAY.
PLACED AND SUPPORTED IN CENTER OF CONCRETE
( ) OR BOLTS WITH STEEL PLATE WASHERS, A MINIMUM OF 3/16" x 3" x 3" IN SIZE,
BETWEEN SILL PLATE AND NUT, WITH MIN. 1 7/8" MINIMUM EDGE DISTANCE @ 48" O.C. U.N.O.-
SEE NOTES AT SHEAR WALLS FOR CLOSER SPACINGS.
(CRC R602.11.1, ACCEPTABLE ALTERNATE: SDPWS 4.3.6.4.3)
6) USE SIMR RFB #5X10 RETRO -FIT BOLTS W/ 'SET EPDXYADHESIVE
@ EXIST. FOUNDATIONS (AS A FIX) PER SHEAR SCHEDULE. (ICC: ESR -2508)
7) ALL HOLDOWN ANCHORS TO BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.
8) ALL FILLING, BACKFILLING, RECOMPACTION, ETC. IS TO BE ACCOMPLISHED
UNDER THE SUPERVISION OF THE PROJECT SOILS ENGINEER WHERE APPLICABLE.
9) WEEP SCREED FOR STUCCO AT THE FOUNDATION LINE SHALL BEA MINIMUM OF 4 INCHES
ABOVE THE EARTH OR 2 INCHES ABOVE PAVED AREA. (CRC R703.6.2.1)
10) FASTENERS AND CONECTORS (NAILS, ANCHOR BOLTS, ETC.) IN CONTACT WITH PRESERVATIVE -
TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE, OR COPPER. (2304.9.5.1)
1) STRUCTURAL STEEL SHALL CONFORM TO ASTM A-36.
2) PIPE COLUMNS SHALL CONFORM TO TO ASTM A-53.
3) ALL STRUCTURAL WELDING SHALL BE PERFORMED BY CERTIFIED
WELDERS IN THE SHOP OF AN APPROVED FABRICATOR.
4) FIELD WELDING REQUIRES SPECIAL INSPECTION AND IS TO BE
PERFORMED BY LICENSED WELDERS.
-------------------8--
s
1®9.30 ft
VAPOR BARRIER NOTE:
USE "SIKH MB" REDLINE EPDXY MOISTURE CONTROL SYSTEM
ON ENTIRE EXIST. CONCRETE SLAB SURFACE, EXCLUDING GARAGE.
CLEAN AND PREP SURFACE PER MANUFACTURER
RECOMMENDATIONS.
https:Husa.sika.com/en/solutions products/Construction-Products-Services
/Floor-Covering-System/underlayments-and-accessories.html
SEE PRODUCT NOTES ON SHT A1.2
EXISTING CONDITIONS:
FRAMING & FOUNDATIONS SHOWN AS EXISTING ARE BASED ON
PREVIOUS BUILDING PLANS AND LIMITED ON-SITE INSPECTION.
CONDITIONS SHOWN MAY NOT REFLECT ACTUAL CONDITIONS.
CONTRACTOR SHALL NOTIFY DESIGNER AND/OR STRUCTURAL
ENGINEER OF ALL SIGNIFICANT STRUCTURAL DISCREPANCIES
PRIOR TO CONSTRUCTION, AND REVISED DETAILS WILL BE
PROVIDED FOR ENGINEER'S AND BUILDING DEPARTMENT
APPROVAL.
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VAPOR BARRIER NOTE:
USE "SIKH MB" REDLINE EPDXY MOISTURE CONTROL SYSTEM
ON ENTIRE EXIST. CONCRETE SLAB SURFACE, EXCLUDING GARAGE.
CLEAN AND PREP SURFACE PER MANUFACTURER
RECOMMENDATIONS.
https:Husa.sika.com/en/solutions products/Construction-Products-Services
/Floor-Covering-System/underlayments-and-accessories.html
SEE PRODUCT NOTES ON SHT A1.2
EXISTING CONDITIONS:
FRAMING & FOUNDATIONS SHOWN AS EXISTING ARE BASED ON
PREVIOUS BUILDING PLANS AND LIMITED ON-SITE INSPECTION.
CONDITIONS SHOWN MAY NOT REFLECT ACTUAL CONDITIONS.
CONTRACTOR SHALL NOTIFY DESIGNER AND/OR STRUCTURAL
ENGINEER OF ALL SIGNIFICANT STRUCTURAL DISCREPANCIES
PRIOR TO CONSTRUCTION, AND REVISED DETAILS WILL BE
PROVIDED FOR ENGINEER'S AND BUILDING DEPARTMENT
APPROVAL.
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TYP. NEW CONCRETE SLAB:
NEW 5" CONCRETE SLAB W/ #4 BARS
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CHECK
John F. McNeely
Incorporated
RESIDENTIAL DESIGN
.242 HARTFORD DRIVE
NEWPORTBEACH, CA92660
C: 949.233.3435
E: jfm7@mac.com
www.jfm-inc.com
F�1
MAY 10,
SHEE
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