HomeMy WebLinkAbout185 Seaview Ave plan 19NOTES:
1. ALL EXPOSED LUMBER TO BE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE WITH AWPA U1.
PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.
2. ALL LUMBER THAT IS IN CONTACT WITH CONCRETE OR THE GROUND MUST BE APPROVED PRESSURE -PRE' ERVAl1VE-TREATED WOOD SUITABLE
FOR GROUND CONTACT USE.
3. ALL SUPPORT COLUMNS SHALL BE APPROVED WOOD OF NATURAL DECAY RESISTANCE OR APPROVED PRESSURE -PRESERVATIVE -TREATED WOOD.
4. ALL FIELD CUT ENDS, NOTCHES, DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA
M4.
5. ALL NAILS USED IN THE CONSTRUCTION OF PORCHES AND DECKS SHALL BE THREADED AND MEET THE REQUIREMENTS OF ASTM F 1667.
THREADED NAILS AS STATED IN THIS DOCUMENT INCLUDE HELICAL (SPIRAL) AND ANNULAR (RINK SHANK) NAILS. WOOD SCREWS SHALL MEET THE
REQUIREMENTS OF ANSI/ASME 618.6.1. BOLTS AND LAG SCREWS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.1.
6. FLASHING SHALL BE CORROSION -RESISTANT METAL OF A MINIMUM NOMINAL THICKNESS OF 0.019 INCHES OR AN APPROVED NON-METALLIC
MATERIAL.
E.i. ALUMINUM SHOULD NOT BE USED IN DIRECT CONTACT WITH LUMBER TREATED WITH PRESERVATIVES THAT CONTAIN COPPER SUCH AS ACO,
COPPER AZOLE, OR ACZA.
T ALL SCREWS, BOLTS, NAILS, NUTS AND WASHERS FOR USE WITH PRESERVATIVE TREATED WOOD SHALL BE HOT -DIPPED ZINC -COATED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. FASTENERS SHALL BE HOT DIPPED GALVANIZED AND SHALL MEET THE
REQUIREMENTS OF ASTM A 153. CLASS D FOR FASTENERS 3/8" DIAMETER AND SMALLER, OR CLASS C FOR FASTENERS WITH DIAMETERS OVER
THE FOUNDATION, OR ANY PART OF THE FOUNDATION, IS NOT PROVIDED BY ICON, THIS
FOUNDATION PLAN IS FOR DIMENSIONAL REFERENCE ONLY. ALL FOUNDATION NOTES ARE
FOR REFERENCE ONLY. IT IS THE INDEPENDENT BUILDER'S RESPONSIBILITY TO HIRE A
LICENSED PROFESSIONAL ENGINEER ("PE") TO DESIGN, SUPERVISE THE CONSTRUCTION OF,
AND INSPECT ALL ASPECTS OF THE FOUNDATION PRIOR TO THE INSTALLATION (SETTING)
OF THE MODULAR COMPONENTS. FOUNDATION WALLS, FOOTINGS, COLUMNS, PIERS,
STEEL BEAMS AND SLAB NEED TO BE DESIGNED AND CONSTRUCTED TO MEET STATE
AND/OR LOCAL BUILDING CODES USING EXISTING SOIL ANALYSIS. IT IS THE INDEPENDENT
BUILDERS RESPONSIBILITY TO INSTALL THE SILL PLATE AND TERMITE SHIELD.
ICON ASSUMES NO RESPONSIBILITY FOR ERRORS IN THE CONSTRUCTION OF THE
FOUNDATION. ANY AND ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED (AGAINST
THE FINAL SERIAL NUMBERED FLOOR PLAN "INDEPENDENT BUILDER COPY") BY
INOEPENOENT BUILDER AND IT'S HE PRIOR TO FOUNDATION CONSTRUCTION. THE -
NDEPENDENT BUILDER MUST CONTACT ICON WITH ANY DISCREPANCIES PRIOR TO
THE START OF CONSTRUCTION OF THE MODULAR COMPONENTS,
3/8".
8. FASTENERS OTHER THAN NAILS AND TIMBER RIVETS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC -COATED STEEL WITH
COATING WEIGHTS IN ACCORDANCE WITH ASTM B 695, CLASS 55, MINIMUM.
9. ALL HARDWARE (JOIST HANGERS, CAST -IN -PLACE POST ANCHORS, ETC.) THAT IS EXPOSED TO WEATHER OR IN CONTACT WTIH GROUND,
CONCRETE OR PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR SHALL BE STAINLESS STEEL HARDWARE TO BE HOT DIPPED GALVANIZED
PRIOR TO FABRICATION SHALL MEET ASTM A 653, G-185 COATING. HARDWARE TO BE HOT DIPPED GALVANIZED AFTER FABRICATION SHALL
MEET ASTM A123,
10. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS
STEEL GRADE 304 OR 316.
11. ALL OTHER COATED OR NON-FERROUS FASTENERS OR HARDWARE SHALL BE AS APPROVED BY THE AUTHORITY HAVING JURISDICTION.
12. HOT -DIPPED ZINC -COATED GALVANIZED STEEL CONNECTORS ARE REQUIRED AT ANY CONNECTIONS INTO CONCRETE
13. FASTEINER5 AND CONNECTORS INSTALLED IN TREATED LUMBER OTHER THAN MATERIAL WITH A CHEMICAL RETENTION
CzREAtFR THAN AWFA OR UC4A SHALL BE 6TAINLE56 STEEL GRADE 304 OR 316.
4,5DENT AfREA TO 5E L I� IITED TO
VEHICLE FARKING, BUILDINi ACCESS,
AND LIMITEp STORAGE
34' 0"
S-7"
_ rl7 ---'LPL- -4f
2. SILL P TE 1140 PLF
• ZONCRETE
>FOOTING
---------
17 ANCHOR BOLTS TO BE 72' O. C.
OR W'ANCHOR BOLTS TO BE 72' O. C.
(MAXIMUM I'-O' FROM CORNERS)
4 'ANCH,OR SPo" ANCOI C,(MAXIMUS).
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IHOLD 01M.
-----x -2
9711 LF
I I L 8,041�_
1 • �--------- 2.457#
I I
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at%
SUPPORT COLUMN
k FOOTING
1? ANCHOR BOLTS TO BE 63' 0. C.
OR SR'ANCHORI-PRO TO RNER0. C.
(MAXIMUM 1'-0' F�M COMJERB)
11G.F.I. RECEPT.
BY BUILDER
I
I
II
I
19'-10"
10i
16' 3"
wlmy/-lzoagv.r.-----�---- ---�
485 PLF
INTEGRAL PILASTERS OR EQUAL REQUIRED ® 10'-0" FOUNDA70N WALL
O.C. WHEN BACKFILL EXCEEDS 4'-0" IN HEIGHT(SEE
CODE AUTHORITY FOR LOCAL REQUIREMENTS)
1
I1 ANCHORSCLT9TOBE31'O. C. 4
OR YB'ANCHOR BOLTS TO BE 45' 0. C.
(MAXIMUMI'-P RROM CORNERS)
1CONC1ETE FLOOR J
N
-7" I. S-7.
ao
`9 I
- 11P ANCHOR BOLTS TO BE 7Y 0. C
OR-ANCHORBOLTSTOSEU-C C.I
---F
-5701L, 5,117#
-1e2# 6s' 11,246# -21639
UPLIFT UPUFT
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ORWANCHOR BOLTS TOBE
- (MAXIMUM 1'-0" FRAM CORNERS)
-- a
r CEILING MOUNT I
- - SMOKE/CO DETECTOR
- - - INSTALLED BY BUILDER
.r---L 50/Co DETECTOR���
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4"
-------------------- �fL ----- --
971 PLF 1140 PLF 485 PLF
-'---------------------------------
-7525p 1966LL -91$ 2132#L.L.------- ---- -- 1 I:
UPUFT 2054# O.L. UPUFT 7200 D.l. -2295A 5281 f LL
UPLIFT 4914/ D.L.
TB
201 3'-7„
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BUILDER'S RA/PE TO DESIGN FOUNDATION TO THE LOADS
LISTED. APPROVED AND INSPECTED BY THE LOCAL BUILDING
INSPECTOR..
FOUNDATION SHALL BE DESIGNED BY A DESIGN
PROFESSIONAL WITH KNOWLEDGE OF LOCAL SOILS
CONDITIONS. THIS PLAN IS MEANT ONLY TO COMMUNICATE
THE DIMENSIONAL AND LOADING INFORMATFOUNDATIOON TO THE
DESIGN PROFESSIONAL SO THE DESIGN IS
COORDINATED WITH THE REQUIREMENTS 0 THE MODULAR
BUILDING.
PFS Crorporatio
Northeast Region
APPROVED
Michelle Baker
04/08/2022
Approval limited to
TIE -DOWN SCHEDULE
OF M4SSy
_ oy
DAVID T. m
.. o FEENEY
No. 54747
�D gFG/STEPE��ry�`
�STONAI ENG
aMPSON LSTHOBRJ
1-1
1,0841bf
MIN, (2)2X
WALL STUDS FASTEN TOGETHER AV
(2)ROWt
OFIBCCOMMONNAILSII B"O.C.
a -SON HDUI4SDi
4,491
MIN. (3)2X E
WALL STUDS FASTEN TOGETHER W/
(2) ROWSS
OF Tee COMMON NAILS @S"0. C.
SIMPSON HCUSSOS2,5
1-$
5,9381bf
MIN.(2)2X
WALL STUDS FASTEN TOGETHER W/
(2) ROi
OF 16d COMMON NAILS 110. C.
SIMPSON LSTHDSRJ
1
1,2361bf
MIN.
TOGETHER W/
WAL6d
(2)R�Vd
(2)ROX
COMMON
OF ISO COMMON NAILS III S"O. C.
NAI
SIMPSON LSTHDBRJ
1-B
1,2021bf
MIN.(2)2XRWA_
(2) ROi
STUDS FASTENTOGETHER W/
OF LBO COMMON NAILS @S"0. C.
FOUNDATION NOTES:
1. INSULATION IN FLOORS OR ON FOUNDATION WALLS, AS REQUIRED FOR ENERGY COMPL�INCE
IS THE RESPONSIBILITY OF THE BUILDER AND IS TO BE COMPLETED IN ACCORDANCE PITH
ALL APPLICABLE CODES.
2. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS
3, ALL OPENINGS AND CONCRETE JOINTS TO BE COMPLETELY CAULKED.
4. ALL EXHAUST SYSTEMS TO TERMINATE TO EXTERIOR OF STRUCTURE WITH BACK DRAFT BAFFLE.
5. FOUNDATION WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150
OF FLOOR AREA AS FREE VENTILATION AND SHALL BE LOCATED WITHIN 3' OF THE CORNER.
IF A CLASS I VAPOR BARRIER IS INSTALLED, VENTILATION AREA MAY BE REDUCED TO 1/1500
OF THE FLOOR AREA.
6, ALL EXPOSED LUMBER TO BE PRESSURE TREATED
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FOUNDATION PLAN
SCALE: 114" - T-0"
0#10394 FND