HomeMy WebLinkAbout122 Exeter Rd plan 1THE PEWA- OF
r PERFECTION
i 1� �yF
of PA, LLC.
7172 ROUT' 522
ff10PLEBUR6!, P,4 17842
PHONE.• (570) 837-2333
APPLICABLE CODES
MA SINGLE AND TWO FAMILY DWELLING CODE (780
CMR) 9TH EDITION
MA FUEL / GAS / PLUMBING CODE (248 CMR)
2015 INTERNATIONAL MECHANICAL CODE w/
AMENDMENTS
2020 NATIONAL ELECTRICAL CODE w/ MA AMENDMENTS
2018 INTERNATIONAL ENERGY CONSERVATION CODE W/
MA A ENDMENTS
MC NIUMBER: 150 TPTA NUMBER: 02
DESIGN CRITERIA
R . wtSl YARMOUT.. MA
USE GROUP ONE FAMILY
CONSTRUCTIDN TYPE VB WOOD FRAME UNPROTECTED
FOUNDATION BASEMENT - UNCONDITD7NED
ROOF PITCH: 9/12
FLOOD ZONE: AE # OF STORIES 1 SQ, FT:
-LIMATE ZONE 5 EXPOSURE C
SITE CLASS: D SEISMIC DESIGN B 1ST FLR: 1755 SOFT.
CATEGORY
AS PER ASCE 7-
7
UNBALANCED SNOW 1.5 ALL CASES
FACTOR:
RAFTERS: C16° O.CJ TOP CHORD LIVE LOAD = 17 PSF
TOP CHORD DEAD LOAD = 15 PSF
BOTTOM CHORD LIVE LOAD = 20 PSF
BOTTOM CHORD DEAD LOAD = 10 PSF
CEILING JOISTS: SLEEPING AREA - LIVE LOAD = 30 PSF
STORAGE - LIVE LOAD = 20 PSF DEAD
LOAD = 10 PSF ❑R ACTUAL WEIGHT
FLOORS: NON -SLEEPING AREAS - LIVE LOAD = 40
PSF SLEEPING AREAS - LIVE LOAD = 30
PSF DEAD LOAD = 10 PSF
FIRE PROTECTION SMOKE ALARMS AS PER STATE CODES
SYSTEM: CARBON MONOXIDE DETECTORSIPER STATE CODES
FLAME SPREAD _IS LESS THAN''< 200
- .. 1 rt uNtLK tUR INSULATION VALUES
V NTILATIDN:
BATH FANS TO PROVIDE A MINIMUM. AIR EXCHANGE OF 50 CFM KITCHE
RANGE EXHAUST FAN TO PROVIDE AN AIR EXCHANGE OF 100 CFM
.RADON VENT COMPLYING -WITH IRC APPENDIX F SHALL BE INSTALLED
WHERE REQUIRED BY LOCAL AUTHORITY HAVING JURISDICTION.
NOTE: VENTS MUST BE DESIGNED FRO THE ROOM. SIZE/EQUIPMENT PER
MANUFACTURERS SPECICATIONS.
BUILDER TO INSTALL A WHOLE HOUSE VENTILATION SYSTEM TO MEET
THE REQUIREMENTS OF TABLE R403.6.1. SOUND RATING FOR FANS USED
FOR WHOLE HOUSE VENTILATION TO BE RATED AT A MAXIMUM OF I
SOME PER N1103.6.4 (NINTH EDITION RESIDENTIAL CODE)
HEAT ❑N-SITE BY BUILDER
MA STRETCH ENERGY CODE: YES
DRAWING INDEX
'AGE # DESCRIPTION
CONSTRUCTION SUPE
SITE PLAN
Al COVER SHEET
AL1 GENERAL NOTES
A1.2 DOOR AND WINDOW
Q2-A3 ELEVATI➢NS
A4 1ST FLR FLOOR PLA
AS 1ST FLR ELECTRICA
A6 FOUNDATION PLAN
A7 1ST FLR SHEAR WAL
A8 CROSS SECTION
A9 9/12 27'-6' RAFTER
A10 9/12 22'-6° RAFTER
A11 DORMER/PORCH RAFTI
Al2 WALK OUT BAY DETA
A13 DWV/SUPPLY PLUMBS
A14 PLUMBING DETAILS
AIn I LVL FASTENING DET,
A16 ELECTRICAL LOAD CA
HOME ENERGY RATTNF
AND ENERGY RATING TO BE DONE ON -SITE BY THE BUILDER LKuy�LSi1NG
ENERGY TESTING AGENCY: RICK TERRY - 570-660-1122
764 DRY RUN ROAD BEECH CREEK,PA 16822 STRUCTURAL CALCULATIONS (20 S)
2' VENT STACKS REPLACING 1 1/2' PER CODE
NOTICE
A 48-HOUR NOTIFICATION IS REQUIRED PRIOR TO SET. THE CSL ON TOTAL PAGES = 61 TOTAL
RECORD WILL RELAY THIS TO THE LOCAL AUTHORITY. IF ANY ADHESIVE ONLY METHODS OF ATTACHMENT OF GYP BOARD
CONNECTIONS F HAVE BEEN CONCEALED PRIOR TO INSPECTION, THE DOCUMENTATION ❑F ADHESIVE ONLY ATTACHMENT MUST BE SHOWN ❑N MODULAR PLAN
BUILDING OFFICIAL MAY REQUEST HAVING THE REMOVAL OF ELEMENTS THAT CONCEAL THE CONNECTIONS TO PROVIDE ACCESS, THIS WOULD DRAWINGS.
MANUFACTURERS MUST IDENTIFY WHERE ADHESIVE ONLY
NOT CONSTITUTE 'DESTRUCTIVE DISASSEMBLY'. ALL CONNECTIONS ON ATTACHMENT OF GYPSUM SITE MUST BE INSPECTED BY THE LOCAL AUTHORITY, BOARD I:
PROHIBITED AND WILL NOT BE USED.
ADHESIVE ONLY ATTACHMENT GYPSUM BOARD IS PROHIBITED IN THE FOLLOWING LOCATION;
THIS HOME IS SOLAR PANEL READY (RESIDENTIAL)
RAFTERS ARE DESIGNED TO SUPPORT 5 PSF MAX ADDT'L DEAD LOAD 1. ➢EMISING WALLS .BETWEEN GARAGE AND HOUSE.
2. FIRE WALLS, FIRE BARRIERS, FIRE SEPARATION WALLS, PARTITIONS, FLOOR A
FOR POTENTIAL SOLAR PANELS, CEILING ASSEMBLIES. ND
3. WHERE OR COATED GYPSUM
SOLAR PANELS MUST BE INSTALLED PARALLEL TO ROOF SLOPE WITH
4. WHERE SHEETATED VAPOR RETARDERS ARE APPLRID DISTO G HBE INSIDE L RD GYPSUM FACE OF
MAX VERTICAL OFFSET OF 12 INCHES, STUD CONSTRUCTION.
5, WHERE LIMITED IN 'HIGH WIND DESIGN' AS A FACTOR OF THE WALL ASSEMBLIES'. WIND
RESISTANCE
6. CEILINGS
GENERAL NOTES
1. THE ENCLOSED PLANS AND SPECIFICATIONS ARE THE
PROPERTY ❑F APEX HOMES OF PA LLC THE METHODS OF
CONSTRUCTION DETAILED. WITHIN SHALL BE KEPT
CON-LUENTIAL. ANY UNAUTHORIZED USE OF THESE
DRAWINGS WITHOUT THE CONSENT OF APEX HOMES, INC.
IS PROHIBITED.
2, AMEX HOMES OF PA LLC WILL BE CONSIDERED AS A
'SUBCONTRACTOR' IN ALL BUILDING PROJECTS,
SUPPLYING A BUILDING COMPONENT TO A 'GENERAL
CG^:TRACTOR' OR 'BUILDER'. THE SPECIFICATIONS
ENCLOSED ARE FOR DESCRIBING AND DETAILING THE
PROPER USE OF OUR MANUFACTURED BUILDING MODULE
AND ITS CONSTRUCTION. COMPLETE PROJECT BUILDING
DESIGN ( i.e. SITE, FOUNDATION, DECK, OR PORCHES,
ETC. ) SHALL BE BY THE 'GENERAL CONTRACTOR'. ALL
NOTES PERTAINING TO 'IN FIELD", ON SITE OR 'BY
BUILDER' SHALL BE THE RESPONSIBILITY OF THE
'GENERAL CONTRACTOR'.
3. THESE PLANS MUST NOT. BE SCALED FOR
DIMENSIONAL REFERENCE, ALL DIMENSION LINES AND
NOTES SUPERSEDE ANY SUCH REFERENCES,
4. THERMAL TRANSMITTAL VALUES FOR ROOF, WALL
AND CEILING LOCATED ON REScheck
SN-11884/ QN-17596/JN-72304/MA
"ALL. SITE CONNECTIONS TO
SITE COMPLETION REQUIREMENTS: CONSTRUCTIONBSUPERVISOR
ATTENTION LOCAL BUILDING OFFICIAL
THIRD PARTY APPROVAL APPLIES ONLY TO THE FACTORY BUILT PORTION OF THIS
BUILDING AND ADDITIONAL WORK IS REQUIRED ❑N-SITE. ALL WORK TO BE
COMPLETED UN -SITE IS TO BE IN COMPLIANCE WITH ALL STATE AND LOCAL
CODES AND IS SUBJECT TO REVIEW, APPROVAL, AND INSPECTION BY THE LOCAL
AUTHORITY HAVING JURISDICTION. THIS BUILDING IS DESIGNED FOR
INSTALLATION ON A PERMANENT FOUNDATION AND IS. NOT INTENDED TO BE MOVED
ONCE INSTALLED. ALL ON -SITE WORK SHALL BE PERFORMED BY A LICENSED
CONTRACTOR WITH EXPERIENCE IN THE SETUP OF MODULAR BUILDINGS. THE
FOLLOWING LIST IS NOT ALL INCLUSIVE, NOR DOES IT LIMIT THE ITEMS OF WORD
OR MATERIALS THAT MAY BE REQUIRED FOR COMPLETE INSTALLATION.
1. ALL MATERIALS FOR THE FOUNDATION, INCLUDING SUPPORT COLUMNS AND
CONNECTIONS AND ANCHORAGE SYSTEM.-
2. .DECKS, POSTS RAMPS, STAIRS, HANDRAILS AND GENERAL ACCESS TO
BUILDING
3. PORTABLE FIRE. EXTINGUISHER'S), IF REQUIRED.
4. CONNECTION FOR FIRE PROTECTION SYSTEM (CO DETECTORS/SMOKE
DETECTORS ETC.) (IDENTIFIED ON PLAN)
5. BUILDING DRAINS, CLEAN OUTS, AND CONNECTION TO PLUMBING SYSTEM
COMPLETED AND .TESTED ❑N-SITE.
6. ELECTRICAL : SERVICE CONNECTION (INCLUDING FEEDERS) TO THE BUILDING.
ELECTRICAL PANEL DISCONNECT AND SERVICE ENTRY WIRE
7. CONNECTION OF ELECTRICAL CIRCUITS CROSSING OVER MODULE MATING
LINES) (MULTI -UNITS ONLY).
B. ELECTRICAL '..FIXTURES NOT INSTALLED IN THE PLANT.
9, WHEN EXTERIOR RECEPTACLES ARE PROVIDED AND ARE NOT ACCE IBLE
FROM GRADE DUE TO SIDE CONDITIONS, ADDITIONAL RECEPTS SHALL BE
INSTALLED.
10. EXTERIOR SHINGLES, SIDING, WALL FINISH AND SOFFIT MATERIAL, NO
INSTALLED IN THE FACTORY.
11. UNFINISHED ATTIC SPACES (IF THEY ARE TO BE FINISHED).
12. STORM SHUTTERS, IF APPLICABLE.
13. FIRE STOPPING AT MATELINES,
14, ALL HVAC COMPONENTS DESIGNED AND INSTALLED ON -SITE BY UILDER.
l5. INSULATION AND AIR SEALING OF CEILING. ACCESS PANELS
16. RODENT PROOFING
17. ON -SITE ROOF CONNECTIONS LISTED ON PAGE RAFTER SECTI NS OF PERMIT
SET
I& GUTTERS AND DOWN SPOUTS
'..9. RIDGE VENT COMPLETION
'_0. INTERCONNECTION OF MODULAR UNITS TO EACH OTHER AND T 1ST FLOOR
'1. ON -SITE TILE, FLOORING
'_2. ALL WATER SUPPLIES AND DRAINS BELOW THE 1ST STORY FLOOR ISTS
'_3. INSTALLATIONS OF ALL GAS LINES
'4. ON -SITE APPLIANCES.
'S. IAATIDN FLOOR INSULATION
'.6. AIRIR LELEAKAGE ': TESTING
'. INSULATED FLEX DUCT FROM BATHROOM FANS DIRECTLY TO THE EXTERIOR
2. FURNACE/AIRHANDLER AND DUCTWORK
''9. WATER HEATER AND INSTALLATION
M. EXTENSION OF VENTS AND/OR CHIMNEYS THROUGH THE ROOOF TO THE
OUTSIDE
,L SITE SUPPLIED WOOD. STRUCTURAL PANELS WITH A MINIMUM OF 7/16 INCH
THICKNESS AND A MAXIMUM SPAN OF 8 FEET SHALL BE PROVIDED FOR
OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS.PANELS SHALL BE
PRE-CUT S❑ THAT THEY CAN BE ATTACHED TO THE FRAMING SURROUNDING
THE OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS
SHALL BE, FASTENED TO THE DWELLING IN ACCORDANCE WITH TABLE
R301.2.1.2. THESE PANELS WILL BE PROVIDED AND INSTALLED ON -SITE BY
BUILDER
FOR STATE USE ONLY
�RVAN BORING:?:
O BO% THIRD PARTY SEAL LOCATION
NHA.ei,IN a65�5 REVIEWED FOR CODE COMPLIANCE
OF Ma
RYAN W. BORING
CIVIL
NO.49506
t
n PO��SFG I STEEt�
y � L EN
\+ \I eb 22, 2022
jPFS Corporation
Approval Limited to Factory -Built Portion Only
State: Massachusetts
Signature: Nlalc elle Ba&
Title: Staff Plan Reviewer
Date: 02/22/2022
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T�,,P OF FOUNDATION 40 FT, MINIMUM FROM
Etl`v, 10 FT. MINIMUM 10 FT, MINI!
I 'CON C RE 11
C,'OVERS
Y_ v
&00 4" CAST IRON PIPE —t+�-_Ti
(OR ECAJAL) MINiMOM
1 4" PER FT,
;LAB ELEV, FLOW LI
El EV,
CRA
4" SCHEDULE 40 P,/C_ PIPE
MIN.
IN. PITCH li,/$" PER FT.
m
CLEAN SANV
7iNSPECTION PORT
-,LOAM ANT) SEED
2' LAfER OF
14�03 MAX WASH, i. D STOt4E
OR Pi TER FAPRjC.
11.78 MIN.
LJ
MIN.
-E LF-v.
LEVEL
ELE"", GA
ELEV� Wo ELE
BAFFLE
DISTRIBUTION
OtJ TLETT--=€ ELEV
SIE$ut 8.65 BOX _JoJu__/
�___F_EY_T_ __TLL__� (TO BE. PLACED ON FIRM BASE)
4 14 1, N WA
IN 10 BLE �ER TIES IED
5 FEE T
IN ES
)4 IF M(,)RE THAN ONE OUTLET
6 FEET 1500 GALLON
IN H�
7 FEET 9 1 ES (TO BE PLACED ON FIRM BASE)
FEET 14 'ES i SEP11C TANK CLEAN
3/4" TO 1/2'
DOUBLE 'WASHED STONE
FREE C)F FINIS & 311,T
r*`2"AS5 SWALE SEWAGE DISPOSAL SYSTEM PROnLE
NOT TO SCALE
,
GPASS '550D OR EROSION CONTROL SEED mix" wu,,,4v & wumurN r
A- '�' JURF REINFORC. I EMENT MAT
6" TOPSOIL S 1E
6" COMPACTED GRAVEL BASE
I MAINTAiN SM0O_rH LONGITUDINAL GPADEL
ALL ALONG SWALE. KRISnN 6AL4AHAAi
'00' LOT 16
2 INSTALL T(JRF 'REINFORCEMENT MAT
14, 1 J 1, 4
PER MANUFACTURER'S INST
'RUCTIONS
RI HARD T. KILRO)r', N & 8 70
A(A?7iCEEN A- BArEMAN
7.67
1p,
SDI L ,o 0,
3 7163 _X
1po
SOIL
I GA LO� C, TEST 1
C ANK 7.57
0
M
'AN
14
A S DA? L
"At TFST 4
i
A,
In
1A
F.54 AlK
PEMOV
6'
94
LEGEND:
EXISTING SPOT ELEVATION
'ATION 00,0
E)OSPING CONTOUR
FINAL SPOT ELEVATION
FINAL CON TOUR
SOIL TEST LOCATION
UTILITY POLE --0-
T,OWN WATER —W--so—W
CATCH BASIN' 0
A S J N E
CLEAN OUT
CES'spcol_ c., P
Q co
71
REQUiREL
CLE'_= L 11 , .05
40 W
L**R
JJW 2000
ZONE
INDEX 0
At; JUT ELEV.
FEB. 2D22
USGS PROBABLE WA TER TA8LE EL9"v- = ZONE
OBSER'OED WATER TABLE f2/2/2022) ELEV. = INDEX- (1/2022)
801TTOM OF TEST l'4'..)LE ELEV, = ADJUST .
83 ;2; 3 2 8
NOTES:
ALL WORKMANSHIP AND MATERIALS Si4ALL CONFORM TO Dl P
rlTLE 5 AND THE TOWNS RULES AND REGQ. ATIONS FOR
THE SLISSURFACIE DISPOSAL OF SEWAGE,
Al.- COVERS TO SANITARY LINiTS SHALL BE BROUGHT TO
w THIN 6" OF FINISHED GRADE.
ALL
I C,,WPOt,4ENT8 OF THE SANITARY SYSTEM SHALL BE CAPAR-E OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHfN
10 FT. OF DRIVES OR PARKING AREAS, H-20 LOADING SHALL BE
USED UNDER OR' WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
ANY MASC)NARY UNITS USED TO BRING COVER> TO GRADE SHALL
BE MORTARED IN PLACE,
NO DETERMINATION HAS BEEN MADE AS TO COMP',IANCE WITI-!
DF-LDW—f;. OR 70,,IINov PEGULATiON5. OWNER. / APPL_JlCANT "S Tn,
38TAIN SUCH, DETERMINATION FROM APPROPRIATE AUTHCZ)RiTY
i
Ji71
'lLITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
15 TO TO CALL, 'DIG -SAFE" AT 1--888-344-7233 AT LEAST 72 HOURS
PRIOR
COMMENCING WORK ON SITE,
CONTRACTOR !S TO 'VERIFY GRADES AND ELEVATIONS AS WE_LL AS
SITE CCINDITIONSPRIOR TO COMMENCING 'WORK ON SITE. ANY VARIATION
iS TO BE BROUGHIT TO THE ATTENTION OF THE DESIGN 'E'NCANEEP
!MMEDIATELY.
' 8 PARCEL IS !1N FLOOD ZONE
NE
LOT !S SHOWN �'N ASSESSORS MAP __9AS PARCEL - 147
11. ALL UNSUiTABL MATER'IAL SHALL BE REMOVED FROM UNDER AND
\A. �'l KRA.57rl/ S L. FOR A MINIMUM iOF 5' AROUND SOh. ABSORPr*N SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:0).
THE INSTALLER IS TO VE THE ENGINEER A MINIMUM CIF 48 HOURS
(2 WORKING DA"t) NOrRX FOR THE FINAL INSPECTION (NuMBER BELOW),
ELEVI 110-1 1 S.'70-
4 HIGH CAPAGJ1NI'll-TRATOR� WTH i
STONE IN AN I
1{` x 36' X I Cr TRENCH FORMATION
SaL ABSORPTION
SYSTEM (SAS)
BUOYANCY CALCULA11ONS:
,5
00 GALLON SEPTIC TANK (Ij-IVj)($)I-'_'j)4Q�
Vk'iGHT OF WATER DISPLACED
10.174-ow<11.0-6.66)x"o 17,213 LB&
tkiGHT OF 'ANF PER MA.NtJFACT,,QFP. 11,&13 LEM
4";IGHT OF SOIL, ON TOF
EX"CESS WEIGHT TQ OFFSET FLOT'ATlt_;N
17215-(11&33+7110) 1.726 L13&
10 20 60 bo
no
SOIL TEST
DATE OF' SOIL TE<'T I P
I
SOIL TEST DONE BY R JRG ENff@t�G
WilTNESSED BY
OBSERVATION HOLE 1 ELEV,
La DEP'I-H HOR TEXTURE COL OTHER
10/A UO AM Y SAND If G Yr- 3, /_2 N IROOTS
Y ,
I -
111-30" 8 AM SAND 1 OYR 5/6 ROO I'S
MEDIUM $AND 8
WATER ENCOUNTERED AT 5-' ELEV. - 4�6
OBSERVATION HOLE 2 ELEV.-
PERCCCAT!ON RATE MiN,/iN1,H AT INCHES
1 DEPTH HOR17 TEXTURE COLOR MOTT. (OTHER
4 ROOT"
10 A 4iLOAMY SAND 110YR3/3 !NO
Y
19-28- 8 JLOAMSAND - I 1 0 1 YR 5 . /6 A ROOTS L 1 28 - 1 08" c 'IM E DiUm S AN 0 2 5 '(6 / 4
WATER ENCOUNTERED AT 60" rivv, 2,7
SOIL TEST
DATE OF S(.).l TEST F RUARY '0
SOIL 'TEST 004,
INITNESSED
OBSERVATION HOU 3 ELIE V, - __ 7;7
PERCOLATION RATE MIN,/INCH. AT 60 INCHES
Ep iH _HORIZ TEXT -IRE COLOR MOTTOTHER
FILL
213- 25" Ab LOAMY SAND 1()IfP4/i No
8 LOAM SAND
41-64" C MEDIUM SANG 2>5Y7/4
WATER ENCOONTERED Af —M-1- ELEV 2;0
OBSERVATION HOLE 4 ELEV._ 7.2
0':' P TFl HOI
(7;j
ER
0-.8" iLOAMY SAND loyp�
If
A 0 ROOTS
8 L 0 A M Y SAND I I OYR6/4
9-84" JC _iME66M �13ANo 12,5'r 7/4
WATER ENC(XJNlT:RED AT srLEv. 2.2
DESIGN CALCULATIONS
14UMHER or BEDROOMS 3
TOTAl- ESTIMATED FLOW
( 110 GAL/W/DAY X -_A_ 9R.) GAL. /DA'T
REOUIREC, SEPTIC TANK CAPAC t," 1AM GAL,
ACTUAL SIZE OF SEPTIC TANK, GAL
SCAL CLASSIFICATION
DESIGN PERCOLATION RATE 5-JIL MIN, /IN
EFFLUENT LOADING, RATE GAL, DA)'.,
L 'HING AREA %Q T
EAC J&
0lX36)+(47X=0/12)
LFACHINC CAPACIT's' fAREA X PATE')
474,33 X 06 74 AN1.90 GAL, /DAY'
RESERVE LEACHtNG CAPACiTy AMM GAL /DA'i'
APPRO VED: BOARD OF HEALTH
DATE
A, CEN r
VEST.__
YARMOM
MASS,
PROK`XOSED SEPTIC DriolIGN
FOR
S n. 1 L r -0 vi P trmmm N BCKl vKERTON
rl
L A%
0`122 EXETER 71"AD, LOT it)
z
LLJ
W T YARMOUTK MASS
Lwus
s I slZR ANGDOMRM
EXE -1 Ep r
I
2203 SETIUCIeFT ROAD
508-- P. O. BOX 713
5 - f) 9,,) SOUTH DENNIS, MASS. c
c, 2 c�
r
SCALE
ATE 22
D7
E19- , '02_
_J
M A R. 3 0, 20 122 1
p
asp
6
FOP OF FOUNDATION
.LEV. -
LAB ELEV. _
w
CO VEER
4' SCHEDULE 40 PVC PIPE
7/MIN. PITCH 1/8" PER FT.
4' CAST IRON PIPE
FH EQUAL) MINIMUM
IRI FT
IT.
ELEV. _ / "-TMIN. q� V. _ -=I --{ L.�&
J I BGA E ELEV.
E1 a 8 SUMP ELEV. _
ELEV..
ELEV,
TO BE WATER TESTED
14 INCHES = J
OUTLET
(TO BE PLACED ON FIRM BASE) IF MORE THAN ONE OUTLET
19 INCHES ,j�: (TO BE PLACED ON FIRM BASE)
24 INCHES
29 INCHES SEP
3/4' TO 1 1/2' CLEAN -
34 INCHES (H-10)(MONO) DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE DISPOoSAo SYSTEM PROFILE
WLUAAI h MAUREEN T. BERARDI
R/CHARD T. KILROY, ,.R. R ,
KA7HLEEN A. BAMMAN
'.r.
7.ELB Y
- 7.58
LOT 16
14,131.4_ -6 S.F.
k)� ��`p \1500Ga10
\ `� PTIC LANK `i ` 7.1
9�F . 7.27D.
0
�\
OX o.
SOIL
MAL
��
vK� _ \T�EST 4
EL- L62
(Ilan � 7.19 �
-8.62
8.54 Uk�47 OF 5'
SOILS REMOVAL_
EXISTING SPOT ELEVATION 000
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE
TOWN WATER -W
CATCH BASIN \NJ
GAS LINE C�
CLEANOUT n
MI C.P. l 1
7.67
KRIS77N CALLAHAN
8.70
°r
AO
4.
41 � DL 1
09.01
NfxTRATOR
AS DRYKU
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
27 LAYER OF
WWASHED
WSTONE
TNOT REQUIRED
HIGH CAP STOTMNE INLATNATORS WITH
i
TRENCH FORMATION
SOIL ABSORPTION:
SYSTEM (SAS)
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WA BOTTOM OF TEST2HOLE ELEV. _
£FFREY M. & MEGHAN MORGAN
ELEV. _
WELL
ZONE
INDEX EL.EV _
ADJUST-
WELL -
ZONE ,
INDEX
ADJUST
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TE 5 AND THE SUBSURFACE DISPOSAL OFSEWAGE.
SAND GULATIONS FOR
THE
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6' OF FINISHED GRADE
3.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
OTIFT. OFDDRIVESNG IORLOADING PARKNG AREAS M 20 LOADINTHEY ARE G SHALL BOR E
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4, ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE. WITH
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCEITTO
DEEDED OR ZONING REGULATIONS. OWNER /
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6.UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
8, PARCEL IS IN FLOOD ZONE AS PARCEL
9. LOT IS SHOWN ON ASSESSORS MAP
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
A. D. KRAS7EV S L. FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 Ck1R 15.255:(3).
11. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE FINAL INSPECTION (NUMBER BELOW).
\ BuOyAl 11,,LCULATIONS:
1500 GALLON SEPTIC TANK (H-10)(MONO)
WEIGHT OF WATER DISPLACED
WEIGHT OF TANK PER MANUFACTURER4,.a `
WEIGHT OF SOIL ON TOP
EXCESS WEIGHT TO OFFSET FLOTATION„M1,
10 20 40 60 80
o -
WEST
DATE OP SUIL MW SW ENGINEERING
SOIL TEST DONE 13Y S
WITNESSED BY
aN
OBSERVATION HOLE
1,ELEV.= a.1
DEPTH HORIZ
TEXTURE
COLOR MOTT.
OTHER
RROOTS
0-11' O/A
LOAMY SAND
tOYR3/2 NO
it-30' B
LOAMY SAND
10YR5/6
TS
30-120' C
MEDIUM SAND
7.5YR5/8
WATER ENCOUNTERED AT 54' ELEV. - 4.6
OBSERVATION HOLE
ELEV.= 7.7
PERCOLATION RATE MIN./1NCH
AT 48 INCHES
DEPTH HORIZ TEXTURE
COLOR I MOTT,
10YR3/3 NO
JOTHER
IROOTS
0-9' JA ILOAMY SAND
I10YR5/6 I
IROOTS
19-48' IB ILOAMY SAND
1tOB�CIMEDIUM
SAND
128 108 IC IMEDIUM SAND
125Y6/4 I
I
WATER ENCOUNTERED AT
60 ELEV. = 27
DATE OF SOIL TEST sRRUAR� Y 2022
SOIL TEST DONE BY SWFFTSER ENGINEERING
WITNESSED BY v
aENAUD
t BSERVATION HOLE
ELEV.- 7.7
PERCOLATION RATE MIN./INCH AT 60 INCHES
DEP1H HORIZ TEXTURE
COLOR MOTT.
OTHER
ASPHALT SHINGLE
123-25' IAb ILOAMY SAND
110YR4/1 !No
I I
125-41' IB ILOAMY SAND
110YR6/6 I
I
I41 64 IC IMEDIUM SAND
125Y7/4 I
I
WATER ENCOUNTERED AT
68 ELEV. = 2.0
ELEV.= 7.2
DEPTH HORIZ TEXTURE
COLOR MOTT.
10YR4/1 NO
OTHER
ROOTS
0-8' A LOAMY SAND
B-19' B LOAMY SAND
10YR6/4
19-ac C MEDIUM SAND
25Y7/4
WATER ENCOUNTERED AT
60ELEV. = 2.2
CALCULATION
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
GAL/DAY
REQUIRED SEPTIC TANK CAPACITY
GAL
GAL
ACTUAL SIZE OF SEPTIC TANK
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
<_ MIN./IN.
0.74 GAL/DAY/S.F.
EFFLUENT LOADING RATE
SQ. FT
LEACHING AREA
LEACHING CAPACITY (AREA X RATE)
GAL./DAY
RESERVE LEACHING CAPACITY
GAL/DAY
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
STEPHEN BICKERTON
LOc 22 EXETER ROAD, LOT 16
WEST YARMOUTH MASS.
SWEETSER ENGINEERING
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE FEB. 7, 2022 = 20'
JOB N0. 4654--00
LOCATION MAP REV. SHEET 1 OF 1
GENERAL NOTES
1. GASKET OR WEATHERSTRIPPING AND
INSULATION, EQUIVALENT TO THE
IINSULATI❑N ON THE SURROUNDING
SURFACES, IS TO BE INSTALLED UPON
COMPLETION OF THE SET-UP OF THE
HOME AT CEILING ACCESS PANELS AND
/ OR PULL DOWN STAIRS ON SITE BY
(BUILDER,
2 DRYER VENT DUCT SHALL TERMINATE
ON AN ❑UTSIDE WALL OF A BUILDING
NOT LESS THAN 3'-0" IN ANY
DIRECTION FROM ANY OPENING INTO
THE BUILDING AND MUST BE EQUIPPED
WITH A BACKDRAFT DAMPER.
3 'TUB / SHOWER CONTROL VALVES TO
HAVE A HIGH STOP LIMIT SET TO
LIMIT WATER TEMPERATURE TO A
MAXIMUM OF 120' F (49°C).
4 THE BASEMENT AND / OR ATTIC DOOR
MUST HAVE WEATHERSTRIPPING AND A
(SWEEP PROVIDED AND INSTALLED
ON -SITE BY BUILDER.
5. THIS HOUSE IS OVER 6'-0' FROM THE
LOT LINE ON ALL SIDES,
6 'DUCT TIGHTNESS AND BLOWER DOOR
TESTING WILL BE COMPLETED, ❑N-SITE
BY BUILDER, BY A QUALIFIED
PROFESSI❑NAL CERTIFIED BY MA,
7. A 48 HOUR NOTIFICATION IS REQUIRED
PRIOR TO THE SET, THE CSL OF
RECORD WILL RELAY THIS TO THE
LOCAL BUILDING AUTHORITY. IF ANY
C❑NNECTI❑NS HAVE BEEN CONCEALED
PRIOR TO THE INSPECTION, THE
BUILDING OFFICIAL MAY REQUEST
HAVING THE REMOVAL OF ELEMENTS
THAT CONCEAL THE C❑NNECTI❑NS TO
PR❑VIDE ACCESS, THIS WOULD NOT
CONSTITUTE "DESTRUCTIVE
DISASSEMBLY", ALL CONNECTIONS
❑N-SITE MUST BE INSPECTED BY THE
LOCAL AUTHORITY,
8 ADD BLOCKING IN WALLS ON ALL ENDS
OF CABINET RUNS FOR BASE, WALL,
TALL AND VANITY CABINETS TO PULL
SIDE OF CABINETS TIGHT TO THE
WALL.
2015 IRC NOTES
1. WINDOW EGRESS REQUIREMENTS
MEET 2015 IRC, SECTION R3101
2. VISUAL INSPECTION OF THE
INSULATION INSTALLATION WILL
BE DOCUMENTED BY THE APEX QC
DEPARTMENT,
3, BUILDER TO INSTALL A FRESH
AIR INTAKE FROM THE ON -SITE
FORCED AIR SYSTEM TO MEET
THE REQUIREMENTS OF
M1507.3.3(L).
4, HOT WATER PIPE INSULATION
SHALL BE INSTALLED IN
ACCORDANCE W/ SECT. Nl103.4.2
OF THE 2015 IRC.
5. EXTERIOR WALL FIRE RATING
AND REQUIRED FIRE SEPARATION
DISTANCES MEET THE
REQUIREMENTS PER THE 2015 IRC
TABLE 302.10) & (2)
6. BUILDER TO PROVIDE AND
INSTALL HIGH -EFFICACY LAMPS
IN 75% OF PERMANENTLY
INSTALLED LIGHTING FIXTURES
❑N-SITE PER SECTION N11041
7, ALL WINDOWS WITH OPENINGS
WHICH OPEN 4 INCHES OR
GREATER, ARE 72 INCHES ABOVE
THE FINISHED GRADE OR
SURFACE BELOW AND THE
LOWEST PART OF THE CLEAR
❑PENING IS LESS THAN 24
INCHES ABOVE THE FINISHED
FLOOR, WILL REQUIRE WINDOW
GUARDS PER 2015 IRC SECTIONS'
R312,2, THE WINDOW GUARDS
WILL BE PROVIDED AND
INSTALLED ON -SITE BY BUILDER.
8. BUILDER TO INSTALL A WHOLE
HOUSE VENTILATION SYSTEM TO
MEET THE REQUIREMENTS OF
TABLE R403,5.1
PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
OF
RYAN W. BORING
CIVIL
NO.49506
O
STEMIN
SN-11884/QN-17596/JN-7�2304/MR
ELECTRICAL NOTES
x 2020 NEC NOTES
L ALL LIGHT BOXES MUST BE RATED TOSUPPORT 50# FOR NON -PADDLE FANS
AND 70# FOR PADDLE FAN BOXES,
2, TAMPER RESISTANT ( T.R. ) RECEPTACLES REQUIRED THRU-OUT THE ENTIRE
HOME, UNLESS NOTED OTHERWISE ON THE PLAN,
3. ALL BALCONIES, DECKS AND PORCHES ACCESSIBLE FROM INSIDE THE
DWELLING UNIT ARE REQUIRED TO HAVE ONE WATERPROOF ( W.P. ) T.R. GFI
RECEPTACLE WITHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH,
4. 1 & 2 FAMILY DWELLINGS ARE REQUIRED TO BE PROVIDED WITH ONE W.P.
T.R. GFI RECEPTACLE ACCESSIBLE WHILE STANDING AT GRADE LEVEL LOCATED
A MAX. OF 6'-6" ABOVE GRADE AT THE FRONT AND REAR OF EACH DWELLING
UNIT.
5. THE GROUNDING CIRCUIT CONDUCTOR FOR THE CONTROLLED LIGHTING
CIRCUIT SHALL BE PROVIDED AT THE LOCATION WHERE SWITCHES
CONTROLLING LIGHTING LOADS THAT ARE SUPPLIED BY A GROUNDED GENERAL
PURPOSE BRANCH CIRCUIT FOR OTHER THAN THE FOLLOWING
A. WHERE CONDUCTORS ENTER THE BOX ENCL❑SING THE SWITCH THROUGH A
RACEWAY, PROVIDED THAT THE RACEWAY IS LARGE ENOUGH FOR ALL
CONDUCTORS, INCLUDING A GROUNDED CONDUCTOR
B, WHERE THE BOX ENCL❑SING THE SWITCH IS ACCESSIBLE FOR THE
INSTALLATION OF AN ADDITI❑NAL OR REPLACEMENT CABLE WITHOUT REMOVING
FINISH MATERIALS
C, WHERE SNAP SWITCHES WITH INTEGRAL ENCLOSURES COMPLY WITH 30015
(E)
D, WHERE A SWITCH DOES NOT SERVE A HABITABLE ROOM OR BATHROOM
E. WHERE MULTIPLE SWITCH LOCATIONS CONTROL THE SAME LIGHTING LOAD
SUCH THAT THE ENTIRE FLOOR AREA OF THE ROOM OR SPACE IS VISIBLE
FROM THE SINGLE OR COMBINED SWITCH L❑CATIONS
F. WHERE LIGHTING IN THE AREA IS CONTROLLED BY AUTOMATIC MEANS
G. WHERE A SWITCH CONTROLS A RECEPTACLE LOADS
6, ALL 15 AND 20 AMPERE 125 AND 250 VOLT RECEPTACLES INSTALLED IN A
WET LOCATION STILL MUST HAVE AN ENCLOSURE AND COVERS THAT ARE
WEATHERPROOF WHETHER AN ATTACHMENT PLUG CAP IS INSERTED OR NOT.
ALL ENCLOSURES AND COVERS INSTALLED IN WET L❑CATIONS MUST BE
LISTED AS "EXTRA DUTY"
7. A LUMINARIES WEIGHING MORE THAN 50 LBS. SHALL BE SUPPORTED
INDEPENDENTLY OF THE OUTLET BOX, UNLESS IT IS LISTED AND MARKED FOR
THE MAXIMUM WEIGHT TO BE SUPPORTED,
8. ALL 120 VOLT, SINGLE-PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS
SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS,
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS
BEDROOMS, SUN ROOMS RECREATION ROOMS CLOSETS, HALLWAYS, LAUNDRY
AREA, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED
COMBINATION -TYPE ARC -FAULT CIRCUIT INTERRUPTER INSTALLED TO PR❑VIDE
PROTECTION OF THE ENTIRE BRANCH CIRCUIT.
9. ALL BATHROOM RECEPTACLES, LAUNDRY RECEPTACLES, EXTERIOR
RECEPTACLES AND ALL RECEPTACLES SERVING KITCHEN COUNTERTOPS, THE
DISHWASHER CIRCUIT OR RECEPTACLES THAT ARE WITH IN 6'-0" OF THE
❑UTSIDE EDGE OF THE KITCHEN SINK INCLUDING RECEPTACLES UNDER THE
SINK OR IN CABINETS ARE REQUIRED TO BE GFI PROTECTED.
eb 22, 2022
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SN-11884/QN-17596/JN-72304/MA
DWR SCHEDULE
KEY
OPENING
TYPE
ROUGH OPENING
MANU.
"L"
( 'V'
I "R" I"S,F.-
AIR
"U"
DESCRIPTION
A
3068
36' INSUL. CORE
38 1/2" x 82 1/2"
THERMA-TRU
0
194
7.14
22.06
.10
14
6 PANEL
A
3068
36" INSUL. CORE
38 1/2" x 82 1/2'
THERMA-TRU
5.1
17.2
4,00
1977,
.10
.25
1/2 GLASS
G
1668
INTER27R PASSAGE
20 1/4' x 82 1/2'
CRAFTMASTERI
N/A
N/A
N/A
I N/A
N/A
N/A
I
2668
INTERIOR PASSAGE
32 1/4' x 82 1/2'
CRAFTMASTER
N/A
N/A
N/A
N/A
N/A
N/A
Q
6068
6-0' SLIDING PATIO
72' x 80"
M. W
30.8
15,28
3,03
40,0
.09
.33
FULL GLASS
72' x 80'
ANDERSEN
2378
14.72
333
39.34
.03
.30
72 1/8' x 80 1/21,1
SILVERLINE
23.78
14.72
3,23
40.31
.03
.31
M W BRTCKMCULD WINDOW SCHEDULE
"U" VALUES
DP RATING
KEY
TYPE
CODE
ROUGH OPENING
"L"
"V"
"SQ,FT.'I
"R"
AIR
SHGC
STANDARD WITH ARGON
L
DOUBLE HUNG
24210
30 3/8"x37 5/8"
4.9
2.391
7.94
3 4
1 .11
.28
.29
50
SP
DOUBLE HUNG
1846
22 3/8'x57 5/8'
57
2.9
8,95
3.4
,11
.28
.29
so
3.
DOUBLE HUNG
3046'
38 3/8'x57 5/8'
10.8
113.4
576
15,36
3.4
.11
.28
29
50
17,
DOUBI E HUNG
3056'
38 3/8"x69 5/8"
6.94
18 55
3.4
.11
.28
.29
50
PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
OF A44
RYAN W. BORING
CIVIL
NO.49506
��G/STERN
eb 22, 2022
SN-11884/QN-17596/JN72304/MA
R,
S
=R
aY VARY FROM ELEVATI❑N
❑N-SITE BY BUILDER
PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
vv{S'S\
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EMERGENCY DISCGN IF AS PER
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AUD INSTALLED Du -SITE BY BUILDER
, pN0 IS ip BE APPRGVEO III tHE ,
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VP VP
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�___
__-z___-_----___-z__--______ M_______________®_-_
NOTES:
1, ALL LIVING SPACES ARE ARC -FAULT
PROTECTED C❑MBINATI❑N TYPE
2. SEE 2020 NEC N❑TE
3.
4,
SN-11884/QN-17596/JN-72304/`A,
PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
OF A4g3S��
yG
O U
RYAN W. BORING 1
L) CIVIL
NO.49506
�Oc �FV / STERN
FS L
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35-9 1/2'
4"-3'
21-4 1/2'
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*REQUIRED FLOOD VENTS BY FOUNDATION DESIGNER*
13-3' 768 T.L. (PLF)
32'-6• 768 T.L. (PLF) 12'-4' 768 T.L. (PLF) 7'-11' 1044 T.L. C
I
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6'-7 1/2" 6'-7 1/2•
8'-3' 8'-3•
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6'-2'
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LOAD
94638
UG. l]ei ER
F
EO9390q
25744
*NOTE: GIRDER SPLICES
MUST FALL OVER PIERS.
j I. T.L. CPLF)
FOUNDATION ACCESS PROVIDED AND
I INSTALLED ON -SITE BY BUILDER AND IS I
L- — — — — — — — J
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66'-C•
FFOUNDATION DRAWINGS ARE TO BE USED AS A GUIDE
ONLY. APEX HOMES WILL NOT ACCEPT ANY LIABILITY
OR RESPONSIBILITY FOR INCORRECT FOUNDATIONS.
N❑TES 6 MAX ANCHOR BOLT SPACING 6'-0' O.C. (4'-0" O.C. MAX IN AREAS WHERE WIND VELOCITY
1. FOR ADDITIONAL INF❑RMATION SEE TYPICAL FOUNDATION DRAWING A15,16 OF THIS SET IS @ OR EXCEEDS 100 MPH)
2, PERIMETER RAIL ATTACHED TO SILL WITH 166 NAILS AT 6" ❑,C. 7. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR
3, PIER F❑OTINGS BASED UPON 2000 PSF ALLOWABLE SOIL BEARING PRESSURE AREA AS FREE VENTILATI❑N AND SHALL BE LOCATED AS CLOSE TO CORNERS AS P❑SSIBLE
4, CONCRETE COMPRESSIVE STRENGTH 2500 PSI 8, NOTES ❑N THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION DWG,
5. M OR S TYPE MORTAR TO BE USED A15/A16
PFS Corporation
Northeast Region
APPROVE®
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
N OF
RYAN W. BORING
o U CIVIL
NO.49506
O
POc �FG/STE�F4
FS L ENG\
eb 22, 2022
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SEE THE FOLLOWING PAGES FOR
A OD TIGNAL ON-STE FASTENING
REQUIREMENTS
A9-A32, A15 —
inneterI] 9nge. l5/8'lon
0.092'dg, 19/64'hena; u.uyM-
tl. 13/B.Og nnn�lnr-ringed; 6tl
.I. inne ter, 1]/8"long,
l/4?Hectl; nor gypsun boortl nail, D09I5'
dinrrter, 1l/B'long I9/6a'Fentl.
➢BL 2X6 TOP FLAi—
R-2I FIBERGLASS-
. INSULATION WITH
PPCR BARRIER
EX EU)T.G-
4/4 VINYL
2x6 STUDS
EXT. SHEATHING —
I— O.S.B. CST.
2x6 BGTTDM ?LATE -
TOP SILL PLATE TOP O l
BT AP
BY BUILDER
J
GRADE TO SILL PER
LREQUIREMENTS
1/2, 2' " ➢IA IS'. EMBEDMENT ANCHOR
BOLTS 12• MIN. FROM EACH CORNER AMC
TW O.C. MAX. THEREAFTER. (MIN. OF
WD PER SILL PLATE)
10' CONCRETE MASONRY UNITS
OR PDURE➢ CONCRETE WALLS
PARGING COVERED VITN
BITL.D.-
PE FOR ➢RPIN PROUND
FOOTING PERIMETER IN
STONE BEB
MIN. 204 10• CONTINUOUS
CONCRETE FOOTING
L EDIII NGS SMALL BEAR ON
SOUND, UNDISTURBED, VIRGIN
EARTH AND SHALL BE
INS TPLLED BELOW LOCAL FROST
LINE.
DESIGN BEARING CAPACITY
OF SGIL IS 2000 PSI
2➢V/ ➢BLTOP PLATE
:ULATIDN V/ V.B. PER
AL RES-CHECK
aS LATIGN TO BE PROVIDED AND
_➢ BY BUILDER
2.4 BOTTOM PLATE,
2L 0 SPf kZ FLOOR JD IST B 16' OL.
x
fOI . T
6` n vn OC4nnN WALL DN-slrE BY aLnR
MINIMUM 6 MIL. POLY
BARRIER OVER 4" 28 STGNE BE➢
I6'xl6' BLOCK PIER
CRAWL SPACE FOUN:
ON -SITE By
BUILN
CGHTINUDUS RIDGE
VENT
(END PLUGS AND CONNECTORS INCLUDE"
3' MIN.
VENT STACK
WATER TIGh'-
WATER TIGHT—
STACK TO EXTEND
12' MIN. BELOW ROOF
LINE AND BE WATER
TIGHT THRU ROOF
PLUMBING VENT THRU ROOF
t] e. •�...., .._._
9nge, u/e ;ong, ram.
tlinneter. l3/B'ong, nnnumr-r ged; 6tl
4, 0.092•dnneter, I)/B'bnq,
t/4ohentli nor '
bonrtl x, 0D91Gnd.
NOTE:
gypsum.
anmet r,. t>/9•wng. 19/6a•Fe
1, VENT THRU ROOF CONNECTION TU BE
CUMPLETED IN FIELD BY
BLDR/CONTRACTOR.
2. NO REDUCERS ALLOWED ON STACK
WITHIN 12' OF UNDERSIDE OF ROOF,
DBL 2X6 TOP PLATE)
tT ❑ MIT Tug 5/8• DRYWALL
T❑HN))
V2' CUTSWI SHERS
R-21 FIBERGLASS
AT 49' OL. INSTALLED IN
LAGS AT 2'
•
INSULATION WITH
BARRIER
FIELD OR 1/2'
Ot, INSTALLED IN FIELD
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ENT. SHEATHING —
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6 ML. POLY. VAPOR BAR
2. LEDGER W PRESSURE _i
OR JOIST HANGERS TREATED SILL PLATE
UNIT TO LMR CONNECTDTN. SOLID BLOCK _F CAACE
AT BOLTS WITH WASHERS (TOP COURSE)
FIELD4D DC 2' LACS A IN
FIELD OR 3/2' LAGS T 42' 4' GRAVEL BED
D.C. INSTALLED IN FIELD
L SPACE
WIN
TKs /I
I.FILD I
2x6 BOTTOM PLATE -
TOP OF SILL PLATE,
BY APEX
- ° BT BUILDER
GRADE TO SILL PER
LOCAL REQUIREMENTS
"' D[P. t5' EMBEDMENT ANCHOR
BOLTS 12' MIN FROM EACH CORNER AND
410' D.C. MAX. THEREAFTER. (HIM OG
TWO PER SILL PLATE) J/
10" CONCRETE MASONRY UNITS
DR POURED CONCRETE WALLS
PARGING COVERED WITH
BITUMINOUS COAT BELOW GRADE
4- PERFORATED BRA IN AROUND
FOOTING PERIMETER IN 4- 2B
ST
ONE BED
IN. 20'x TO' CONTINUOUS
CONCRETE FOOTING
ALL FOOTINGS SMALL BEAR ON
SOUND, UNDISTURBED. VIRGIN
EARTH AND SHALL BE
INSTALLED BELOW LOCAL FROST
LINE.
DESIGN BEARING CAPACITY
OF 6DIL IS 200B PSI
NOTTESN I
L TERIAL TO BE SPF n2 UNLESS a'HBR--E SPECIFIED.
FOR INSULATION REQUIREMENTS SEE INDIVIDUAL RES-CHECK.
2. ALL EQUIPMENT, DUCT WORK. CHIMNEY, AND EXHAUST DUCTS PROVIDED AND INSTALLED ON -SITE UNLESS SPECIF[E 0.
LL VAPOR BARRIERS INSTALLED ON WINTER ARM SIDE.
4. SEE RAFTERS CONNECT DTBS IN TMIS SUBSET PER INDIVIDUAL PLAN SUBMITTAL.
E. RO❑F PITCHES LESS .. a/I2 AND GREATER THAN 2/IF REQUIRE DOUBLE UNDERLaYMENT V/ ASPHALT SHINGLES.
SN-11884/QN-17596/JN-72304/MA
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DEL PLATE
2-30 INSULATION W/ V.B. PER
INDIVIDUAL RES-CHECK
-L..R BY NS Tl6. TER E PROVIDED AND
2.4 BOTTOM PLATE.
2x10 SPF k2 FLOOR JOUST B I6' D.C.
FIBERCL SS
L SEALER
❑ _ PLATE
W[LS R 6' O.C.
ASEMENT FOUNDATION WALL ON -SITE BY BLDR.
DE FOUNDATION DETAILS IN 4• POURED
-1/2' SIP T SIQ C❑rvCRETE SLAB
MINIMUM 6 MIL. POLY VAPOR
BARRIER OVER 4" 20 STONE BED
6'x16' BLOCK PIER FORCRA.
(ON ST. BYESUBLD ,ONDAiC
CONTINU❑US RIOCCE VENT
D
(END PLUGS CONNECTOPS INCLUDED)
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PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
OF A44
pRYAN A BORING 11
U CIVIL m
NO.49506
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MA. CERTIFICATION FOR MO➢ULARS
YES X NO _
THE FOLLOWING ELEMENTS OF CERTIFICATION
REDU[REED BY THE MANUFACTURER TO EXCLUDE EACH HOME ARE AS FOLLOWS!
I) DESIGNATED ONLY FOR ERECTION ON A SITE -BUILT PERMANENT FOUNDATION
2)NOT DESIGNED TO BE MOVED
ONCE INSTALLED
3)DESIGNED AND MANUFACTURED TO COMPLY WITH NATIONALLY RECOGNIZED MODEL
BUILDING CODE OR EDUIVALENT TO BUILDING LODES FOR ON -SITE HOUSING,
OR WITH MINIMUM PROPERTY STANDARDS ADAPTED BY THE SECRETARY PURSUANT
TO TITLE II OF THE NATIONAL HOUSING ACT, AND
4)TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE USED OTHER THAN
ON A SITE -BUILT PERMANENT FOUNDATION,
PORCH SLAB, HEADER,
STEPS TO GRADE,
RAILING AND POSTS
ON -SITE BY BUILDER
STEPS TO GRADE ON -SITE BY BUILDER
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PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
NOTE: ACTUAL HOUSE MAY VARY FROM ELEVATION
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IMA SINGLE AND TWO FAMILY DWELLING CODE (780 CMR) 9TH EDITION I , IMPORTANT NOTE
120151L /GAS /PLUMBING CODE (248 CMR) : :ALL FLOOR COVERINGS TO BE PROVIDED BY BUILDER, j
12015 INTERNATIDNAL MECHANICAL CODE w/ MA AMENDMENTS I (THEREFORE IT IS THE BUILDERS RESPGNSIBILITY TO 1
12020 NATIONAL ELECTRICAL CODE w/ MA AMENDMENTS 1 [IDENTIFY ANY REQUIREMENTS TO APEX HOMES FOR RAISING
L'2018 INTERNATIONAL ENERGY CONSERVATION CODE W/ MA AMENDMENTS' DOORS CABINETS, ETC. PRIGR TO CONSTRUCTION.
_____________ _- ---J '-------_----------------- -------'
GLENCO SYSTEM CALC'S1
ALL EXT. LOAD BEARING HDR'S WITH SPAN OF 5'-8' OR
LESS WILL BE (3) 2x6 SPF #2 ALL OTHERS WILL BE
SPECIFIED. ALL REQUIRED JACK STUDS SHOWN ARE 2x6
SPF #2.
ALL M/W HDR'S: WITH SPAN OF 8'-1' OR LESS WILL BE
(4) 2x6 SPF #2 ALL OTHERS WILL BE SPECIFIED.
r---
1
CONE
12' VENT STACKS REPL STD 1 1/2'j
1 VENT STACKS -PER CODE 1
l-------------------- J
NOTES:
2, HEAT SYSTEM ❑N—SITE BY BUILDER
3, MW CLASSIC WIND❑WS BY PLYGEM
4. 1ST FLOOR SQUARE FOOTAGE = 1,755 SQ/FT
SN-11884/G!N-1759o/JN-72304/MA
r(4) Zx10 SYP #t 77o7 GIRDER
l 7'-7' O.C. MAX. FLOOR LOAD ONLY l
TOTAL LOAD ONLY
PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
RYAN W. BORING
v CIVIL
NO.49506
A�O•c �FG! ST ERGO ���
0
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eb 22, 2022
SIDING=21 1/2 SQ
SHINGLES=29 SQ
5. 8'-0" 1ST FLOOR CEILING HEIGHT 10 EXT BEAM @ DINING ROOM TO BE (3) 2x10 SPF #2
6, 9/12 STORAGE RAFTER ROOF SYSTEM @ 16' ❑.C,
7. ES VERSI❑N2.0
8. CLG BEAMS @ BEDROOM #1 & #3 TO BE (2) 1 1/2"x24" M.L. (1 PER UNIT)
9. CLG BEAM @ DINING/LIVING ROOM TO BE (6) 1 1/2"x24" M.L, (3 PER UNIT)
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TO TOP & BOTTOM CHORDS
w/(2) 0131"x3" NAILS. STRAP
STUD TO TOP AND BOTTOM
CHORD w/SIMPSON CS22 STRAP
w/(6) 0.148"x2 5" NAILS
(6) 0131'x3' NAILS
/ 1/2'0
BOLT
10"
(14) 0.131"x3" NAILS
NOTES:
-CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE
-FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS
-BRACING MAY BE SUBSTITUTED WITH FULL -HEIGHT BLOCKING BETWEEN FRAMING
MEMBERS OR CONTINUOUS SHEATHING
-UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT
ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH
ALLOWABLE WIND SPEEDS, RESPECTIVELY
ATTACH RAIL TO TOP CHORD w/(2)
0.131"x3" NAILS, ATTACH RAIL TO RAIL
w/(l) 0.131'x3' NAILS. STRAP ACROSS
RIDGE w/SIMPSON CS22 STRAP w/(2)
0.148"x2.5" NAILS
ATTACH RAIL TO TOP CHORD w/(2)
JaF 0.131'x3' NAILS. ATTACH RAIL TO RAIL
w/(2) 0.131"x3" NAILS. LAP SHEATHING
ACROS�CHORDSw/0) 013FLIND1" 3 TNAILSACH TRUSS
2x6 SPF #2 @ 16' O.C.
0
(7) 0.131"x3" NAILS
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QN 1759o/JN-72304/MA
PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
v° r LAP SHEATHING 2' EACH SIDE
RYANWBORING
w/(9) 0.131"x3" NAILS EACH END o CIIL
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TO TOP & BOTTOM CHORDS
w/(2) 0.131'x3" NAILS. STRAP
STUD TO TOP AND BOTTOM
CHORD w/SIMPSON CS22 STRAP
w/(4) 0.148"x2.5" NAILS
10
Rv=748#
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- QN-17596/JN-72304/MA Q
ATTACH RAIL TO TOP CHORD w/(1) d
0.131'x3' NAILS. ATTACH RAIL TO RAIL
w/(1) 0.131'x3" NAILS. LAP SHEATHING
ACROSS FLIP AND ATTACH EACH TRUSS 2x4 SPF #2
CHORD w/(2) 0131"x3" NAILS
(5) OA31'x3' NAILS
1/2"0
BOLT
(9) 0.131'x3" NAILS
NOTES:
-CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE
-FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131' 3' NAILS
-BRACING MAY BE SUBSTITUTED WITH FULL -HEIGHT BLOCKING BETWEEN FRAMING
MEMBERS OR CONTINUOUS SHEATHING
-UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT
ULTIMATE WIND�SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH
ALLOWABLE WI D SPEEDS, RESPECTIVELY
2x10 SPF #2 2 16' O.C.
13`9 1/2"
7'-
ATTACH RAIL TO TOP CHORD w/(3)
0.131"x3" NAILS. ATTACH RAIL TO RAIL
w/(2) 0.131'x3' NAILS. STRAP ACROSS
RIDGE w/SIMPSON CS22 STRAP w/(3)
0.148"x2.5" NAILS I
+I
0
12 I
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LAP SHEATHING 2' EACH SIDE
w/(6) 0A31'x3" NAILS EACH END
9'-6"
2'-3'
Rv=582#
Ru=-120#
22'-G"
ATTACH RAIL TO TOP CHORD
w/(1) 0.131'x3' NAILS. ATTACH
RAIL TO RAIL w/m 0,131'x3'
NAILS. LAP SHEATHING ACROSS
FLIP AND ATTACH EACH TRUSS
CHORD w/(2) 0131'x3" NAILS
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02/22/2022 _
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PORCH HEADERS DESIGNED
FOR 240 PLF GRAVITY
6'-0'
IO'
AND 203 PLF UPLIFT
BOTTOM
SIMPSON
CHORD TO RAIL w/(I)
A34 ANGLE OR (4)
BOTTOM CHORD TO HEADERS
0.131'x3'
NAILS TOED. RAIL AND
w/(3) #8x3' TOE SCREWS
LE➢GER
TO TRUSS w/0.131'x3'
OR (1) SIMPSON H2.5A
NAILS @
3' D.C.
NOTES:
—CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE
—FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131 "x3" NAILS
—BRACING MAY BE SUBSTITUTED WITH FULL —HEIGHT BLOCKING BETWEEN FRAMING
MEMBERS OR CONTINUOUS SHEATHING
—UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT
ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH
ALLOWABLE WIND SPEEDS, RESPECTIVELY
w/(5) #8x3' TOE SCREWS
AND RAIL TO EACH TRUSS
W/(5) #8x3' SCREWS
UN-17596/JN-72304/MA
PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
OF
_' RYAN W. BORING
O CIVIL
U
NO.49506
0
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RAFTERS AT
0,131"x3" NAILS TEED
TTACH RAFTERS TO WALL
w/(2) #8x3" TUE SCREWS
OR (1) SIMPSON H2,54
NOTES-
-CONTINUOUS BRACING TO BE 2x3 (MINIMUM) OF ANY SPECIES/GRADE
-FASTEN BRACING TO EACH INTERSECTING FRAMING MEMBER w/ (2) 0.131"x3" NAILS
-BRACING MAY BE SUBSTITUTED WITH FULL -HEIGHT BLOCKING BETWEEN FRAMING
MEMBERS OR CONTINUOUS SHEATHING
-UPLIFT CALCULATIONS ARE BASED ON ALLOWABLE WIND SPEEDS. EQUIVALENT
ULTIMATE WIND SPEEDS ARE 129 MPH AND 154 MPH FOR 100 MPH AND 120 MPH
ALLOWABLE WIND SPEEDS, RESPECTIVELY
QN-17595/JN-72304/MP
8'-9"
1 4'-11 5/16" IV
PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
ATTACH RAFTER TO RAIL w/(3) 0.131"x3"
NAILS TOED, INTERCONNECT RAILS w/(3)
0.131"x3" NAILS PER BAY, AND USE (1)
SIMPSON CS20 STRAP w/(4) 0131"x2.5"
NAILS EACH END ACROSS RIDGE
RYAN W. BORING '-1
3 CIVIL m
NO.49506
2
O.C. O,o FGIST
ATTACH RAFTERS TO WeL. 22' 2022
w/(2) #8x3" TOE SCRE UU
OR (1) SIMPSHN H2.5A
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1. P[PMG SUPPDRT DWV 4'-D' O.C. VER. / 3'-D" G.C. HER,
rA_1- DWV S SUPPLY LIN:-S P TE��IPE�eeTURE LIMITING DEVICE TO BE INSTP-LEDON ALL LAVATORIES,
BEI_DW THE FLOOR SHOWN ARE TUBS AND SI-'�OWERS,
3, EACH FIXTURE SUPPLY RISER FITTED WITH S'-UTOFF VALVE
TO BE SIZED BY THE ON -SITE I 4. WATER LINE SIZED BASED ON 30 PSI AND B(- MAX DEVELOPED LENGTH
CONTRACTOR @ APPROVED BY 5. USE REMOV43LE TRAPS INDER ALL SINKS TU SERVE AS CL EANOUTS
THE LOCAL BUILDING I 5. ALL SUPPLY AND DRAIN LINES BELOW THE F'_GOR ARE SUPPLIED AND
LINSPEc T ❑R.— — — — — — INSTALLED ON SITE 3Y BUILDER
B. WATER H[ISPROVIDED AND INSTALLED Oi`i-SITE BY BUILDER, WATER
HEATER Di SCHARGE SHALL BE IN A NON-HAZARDEJS LOCATION
INDICATES DRAIN
INDICATES VENT 3" VENT
— - INDICATES DWV PLUMBING ON -SITE BY BUILDER 3" RADON THROUGH
VENT ROOF
THROUGH
COLD WATER SUPPLY ROOF
------- HUT WATER SUPP!_Y
Z
ALL DWV & SUPPLY LINES
BELOW THE FLOOR SHOWN ARE I ¢ \ \
TO BE SIZED BY THE ON -SITE Cc
CONTRACTOR & APPROVE➢ BY '
THE LOCAL BUILDING INSPECTOR
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1/2 3/4' 3/4• LAV
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3/4' `3/4• vl
UTILITY SINK \J
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PFS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
RYAN W. BORING '-A
CIVIL
NO. 49506
�O.o'PFGlSTER
eb 22, 2022
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GENERAL NOTES
1. N/A
2. ALL PLUMBING NOT PROVIDED BY APEX HOMES TO BE SUPPLIED AND FIELD
INSTALLED BY BUILDER.
3. N/A
4. BATH TUBS AND SHOWERS ARE LISTED BY AN APPROVED AGENCY.
5. HEIGHT OF WATERPROOFING IN TUB AND SHOWER SPACE IS 6'-0' A.F.F. MINIMUM.
6. INTERCONNECTION OF VENTS TO BE COMPLETED IN FACTORY WHERE PRACTICAL.
7. PLASTIC PIPE TO BE SUPPORTED EVERY 48'HOR[ZONTALLY AND VERTICALLY,
8. OPEN VENT PIPES EXTEND THROUGH THE ROOF 6' MINIMUM, OR 6' ABOVE
ANTICIPATED SNGW ACCUMULATION, WHICHEVER IS GREATER.
9. HORIZONTAL VENT PIPES FORMING BRANCH VENTS SHALL. BE AT LEAST 6' ABOVE
THE FLOOD LEVEL RIM OF THE HIGHEST FIXTURE SERVED.
L0. DWV MATERIAL TO BE PVC
Li. JOINTS AND CONNECTIONS IN THE DWV SYSTEM MUST BE GAS AND WATER TIGHT
FOR THE INTENDED USE AND SHALL COMPLY WITH THE STATE / LOCAL BUILDING
CODE.
I2ALL DRAIN LINES TO BE SLOPED 1/4' PER FOOT TO MAIN.
JOINTS BETWEEN DIFFERENT MATERIALS SHALL BE MADE WITH A MECHANICAL JOINT
APPROVED FOR THE APPLICATION.
" HORIZONTAL TO VERTICAL CONNECTIONS TO BE MADE WITH A LONG TURN TEE,
15. HORIZONTAL TO HORIZONTAL AND VERTICAL TO .HORIZONTAL DRAIN CHANGES IN
DIRECTION SHALL BE MADE BY THE APPROPRIATE USE OF SANITARY TEES, WYES,
SWEEPS, BENDS OR A COMBINATION ALLOWED PER CODE.
16. THE MAXIMUM OR
FROM THE FIXTURE OUTLET TO THE TRAP WEIR SHALL NOT
EXCEED 24' VERTICALLY AND 30, HORIZONTALLY.
17, MAXIMUM DISTANCE OF A FIXTURE TRAP TO VENT : 11/2' 6'1, 2' 68 0', 3-10'-0'
18. HOSE BI B BS WITH A HOSE CONNECTION SHALL BE PROTECTED BY A VACUUM
BREAKER.
I') MAXIMUM FLOW RATES TO BE'! SINKS AND LAYS.=2.2 GPM AT 60 PSI, SHOWERS=2.5
GPM AT 80 PSI, WATER CLOSET=1.6 GALLONS PER FLUSHING CYCLE
20, SUPPLY LINES ARE TYPE 'L' COPPER OR CROSS -LINKED POLYETHYLENE (PEX).
21, COPPER PIPE SHALL BE SUPPORTED EVERY G'-0' HORIZONTALLY, 10-0' VERTICALLY
AND AT EACH STORY HEIGHT.
22, ALL JOINTS IN COPPER PIPE TO BE SOLDERED WITH AN APPROVED FLUX,
SOLDERED OR MECHANICALLY JOINED PER CODE REQUIREMENTS.
23. PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES, METAL PIPE IS TO
BE USED.
24. JOINTS AROUND PLUMBING FIXTURES SHALL BE MADE WATERPROOF AT FLOORS,
WALLS AND COUNTERTOPS.
25, ONE FROST -FREE HOSE BIBB/SILL COCK TO BE SUPPLIED AND INSTALLED BY
BUILDER IN FIELD. SEE NOTE 18 ABOVE
26. VACUUM BREAKERS TO BE LOCATED A MINIMUM OF 4' ABOVE FINISHED FLOOR WHEN
FACTORY INSTALLED FIXTURES (I.E. CLOTHES WASHER).
27. N/A
28, WALL CONSTRUCTION FOR SHOWER RECEPTORS SHALL BE IN COMPLIANCE WITH ALL
STATE AND LOCAL APPLICABLE CODES.
29. ANY STRUCTURAL MEMBERS SUBJECT TO DRILLING, CUTTING OR NOTCHING SHALL BE
IN ACCORDANCE WITH ALL STATE AND LOCAL APPLICABLE CODES.
30. PIPING SHALL BE FIRE STOPPED AS REQUIRED BY ALL STATE AND LOCAL
APPLICABLE CODES WITN MATERIAL EQUIVALENT TO CONSTRUCTION IN WHICH IT
PENETRATES AND BE SUTABLE TO THE PIPE MATERIAL (SEE PG. A42 DETAILS).
31, FIRE STOPPING SHALL BE PROVIDED BEFORE IT IS COVERED OR CONCEALED.
32. WATER HEATERS SHALL BE INSTALLED ON -SITE PER ALL STATE AND LOCAL CODES.
33, ALL PLUMBING SHALL BE TESTED IN THE FACTORY AS DESCRIBED IN THE APEX
HOMES QUALITY ASSURANCE MANUAL NO PLUMBING SHALL BE COVERED BEFORE
TESTED.
34. FIELD INSTALLED PIPING BETWEEN IST AND 2ND FLDORS, AND ALL WORK DONE ON
SITE SHALL BE APPROVED BY THE LOCAL BUILDING OFFICIAL AND FIELD TESTED PER
ALL STATE AND LOCAL APPLICABLE BUILDING CODES.
35. FACTORY INSTALLED FIXTURE DRAINS AND ALL OPEN PIPE SHALL BE PROTECTED
OR CAPPED AND LABELED FOR TRANSPORT.
36. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEAN -OUTS OR SLIP JOINTS.
ACCESSIBLE TRAPS ONLY SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE
CLEAN-OUTOPENING THE SAME SIZE AS THE TRAP.
37. WATER CLOSETS SHALL HAVE FLUSHING DEVICES AND FIXTURES AS REQUIRED PER
ALL STATE AND LOCAL APPLICABLE BUILDING CODES.
38, THE POTABLE WATER SYSTEM SHALL BE FIELD DISINFECTED AS PER ALL STATE
AND LOCAL APPLICABLE BUILDING CODES.
39. CONCEALED PIPING IN UNHEATED AREAS, INCLUDING OUTSIDE WALLS, SHALL BE
PROTECTED AGAINST FREEZING. PIPING SHALL BE KEPT OUT OF UNHEATED AREAS
WHENEVER POSSIBLE.
40. HOSE SPRAYER (IF SUPPLIED) FOR TUB/SHOWER SHALL HAVE A DIVERTER THAT
PROVIDES A VACUUM BREAKER CI,E. BATH SPOUT DIVERTER) OR SHALL BE PROVIDED
WITH A VACUUM BREAKER.
41. 1ST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN
10 PIPE DIAMETERS DOWNSTREAM OF A STACK BASE AND WILL NOT CONNECT INTO A
2ND FLOOR DRAIN STACK.
42. ONE PIECE FIBERGLASS TUB/SHOWER UNITS OR ONSITE TILED WALLS TO BE
FACTORY INSTALLED OVER A MOISTURE RESISTANT GVPSUM 6'-0' MINIMUM HIGH.
43. BASEMENT HOME MODELS SHALL 6E PROVIDED WITH A 2' VENT STUBBED BELOW
THE 1ST FLOOR, CAPPED AND LABELED BY APEX HOMES.
44. BATHTUBS INCLUDING GARDEN OR HOT TUBS OR WHIRLPOOLS SHALL HAVE A L 1/2'
MINIMUM OVERFLOW PROVI➢ED.
45. HEAT TRAPS SHALL BE INCLUDED FOR DOMESTIC WATER HEATING SYSTEMS,
46. EACH LENGTH OF PIPE AND FITTING, TRAP, FIXTURE. MATERIAL AND DEVICE IN A
PLUMBING SYSTEM TO BEAR THE IDENTIFICATION OF THE MANUFACTURER.
FOR ADDITIONAL INF❑RMATION PLEASE
REFER TO THE MASSACHUSETTS 248 CMR
10.00 UNIFORM STATE PLUMBING CODE
PLUMBING MATERIAL SPECIFICATI❑NS
1, PVC PLASTIC PIPE - SCHEDULE 40 OR BD, ASTM D 1795
2. PVC PLASTIC PIPE FITTINGS - SCHEDULE 40, ASTM ➢ 2466
3. PVC SOLVENT CEMENT -ASTM D 2564
4. ABS PIPE - SCHEDULE 40 OR 80, ASTM D 1527
5. ABS SOLVENT CEMENT - ASTM ➢ 2235
6. SOLDER - ASTM B 828
7. RELIEF VALVE - ANSI Z 21.22
8. CROSS -LINKED POLYETHYLENE CPEX) PLASTIC TUBING - ASTM f
B77
9. COPPER DRAINAGE TUBING - ASTM B 306
10. GEL COATED GLASS - FIBER REINFORCED POLYESTER RE
ISN
SHOWER, SHOWER RECEPTOR AND SHOWER STALL - ANSI Z24.2
11. PLASTIC TUBS - ANSI Z124.1
12. STAINLESS STEEL FIXTURES - ASME A112.19.3M
13. VITREOUS CHINA FIXTURES - ASME A112.19.2M
14. FCRMED METAL PORCELAIN FIXTURES - ASME A112.19.4M
15. ENAMELE➢ CAST IRON FIXTURES - ASME A112.19.IM
16, MATERIALS, FIXTURES AND EQUIPMENT SHALL BE IN
COMPLAINCE WITH ALL STATE AND LOCAL APPLICABLE
BUILDING CODES.
PPS Corporation
Northeast Region
APPROVED
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
SN-11884/QN-1754/JN-72304/MA
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INSTALL CLEAN OUT FIR SOLVENT CEMENT 1111MTV I i
FLR AS SHOWN APPROVED LLJ DO
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W/ CRT DW 8 GAR DISP. KIT S:NK SUPPLY MO�ULESOR. BSMT FIXTURES
FIXTURES a
KIT. SINK DRAIN 8 VENT
EACH FIXTURE SHALL BE EACH FIXTURE SHALL BE W/ OPT ➢ WpPT ➢ SUPPIY V �' Q L�
INDIVIDUALLY VENTED INDIVIDUALLY VENTED
F4 �1 L
3' VENT MIN. 6'
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3'-6' MAX. FIXTURE USINGER CLO USING (BY BUILDER) J H-
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TO FIXTURE LOAD �G
TYPIrAl DWV SCHEMATIC L I/2' P TRAP
INSTALL CLEAN OUT �•'
VACUUM RELIEF NEEDED WHEN TANK FLR AS SHOWN m
IS ON FIRST 6 SECOND FLUOR PER
ISOLATION VALVES DWELLING ISOLATION Q
VALVE SHALL BE ACCESSIBLE TO EAC Z Q I
LIVING UNIT TEMPERATURE a PRESSURE LAV SUPPLY Y
RELIEF VALVE LAV. DRAIN 6 VENT
WATER GLOW- -- WATER FLOW EACH FIXTURE SHALL BE Q
INDIVIDUALLY VENTED
MAIN SHUTOFF. VALVE HOT WATER OUTLET
FIXTURE SHUTOFF VALVE
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COLD WATER SUPPLY TO FIXTURE w N 01 N
COLD WATER INLET
ALTERNATE TEMPERATURE 8 C
PRESSURE RELIEF VALVE LOCATIO Q (U
DISCHARGE LINE ( TO BE WASHER BOX N
EXTENDED TO AN OPEN DRAIN
PRESSURE TEMPERATURE RELIEF 1 1/2' VENT
VALVE SHALL PIPE TO AN AIR
GAP NEAR FLR IN THE SAME WASHER BOX HOSE B H LD
SPACE AS WTR HTR THEN WHEN W/ A Z J
WTR HTR IS ON FIRST OR SECOND2' SAJdDMRIRESTACK VENT - Cl� ;
FLR DRAIN SHALL PIPE BELOW �lH' MIN. 30' MAX. OF StS Ci li Q p
FIRST FLR PROVIDED IN PLANT I I I I I
DRAIN SHALL PIPE 8 DISCHARGE 2' P TRAP
INDIRECTLY TO A HAZARD FREE
POINT 6' MIN. AIR GAP 2'0 CyGN � Q-
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HOT WATER HEATER P N FLR O RYAN W. BORING i
( METAL FOR FUEL BURNING EATER ) U CIVIL (q
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TO BELOW FIRST FLOOR C PROVIDED IN FACTORY )
WHEN TANK IS ON FIRST OR SECOND FLOOR WASHER DRAIN e VENT
WATER HEATER DETAIL EACH FIXTURE SHALL BE ,n n rf`•Q
N (u C y
SEE NOTE 32 INDIVIDUALLY VENTED WASH R SUPPLY rO� �`01 S.T&
WATER HEATER NOTES ,
NO FUEL HORNING WATER HEATERS IN OR OFF SLEEPING, BATH TOILET ROOMS �S,+L�_ L
PRUVIOE DOOR OR PANEL LARGE ENOUGH TO REPLACE WATER HEATER. ➢O NOT PLACE ACCESS
THRU BEDROOM CLOSET SPACE FOR WATER HEATER SHALL BE PROVIDED W FACTORY.
INSTALLATION SHALL BE PROTECTED FROM FREEZING. I
eb 22, 2022
o q Q"
414
TOP LOADED BEAMS
2-PLv BEAM 1-PLv BEAN 4-PLY BEAN
ARP
I I.:
0.131'e3' NAILS 0.131 x3 NARS SC2EVSE➢
FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS
2- AND 3-PLY MEMBERS
12' OR LESS x 15' MEMBER BEAMS:
USE (2) ROWS OF 0.131'x3' NAILS @ 8" ❑.C,
14", 16" OR 18' x 1.5" MEMBER BEAMS
USE (3) ROWS OF 0.131"x3" NAILS @ 8' ❑.0
20",22" OR 24' x 1.5" MEMBER BEAMS:
USE (4) ROWS OF 0.131'x3' NAILS @ 8" O.C.
4-PLY MEMBERS
16' OR LESS x 1.5" MEMBER BEAMS
USE (2) ROWS OF APPROVED SCREWS @ 24' O.C.
16' TO 24' x 1.5" MEMBER BEAMS:
USE (3) ROWS OF APPROVED SCREWS @ 24' D.C.
1'
0.111'x3' NAILS (IS' MENBER
0.111'x3.5' wA1LS (1.75' MENBERS)
6'
BUILT UP
COLUMN
FASTENING
NOTES:
-FOR 1.75' THICK MEMBERS, USE 0.131'x3.5" NAILS IN
PLACE OF 0.131"x3" NAILS.
-THE FOLLOWING SCREWS ARE APPROVED FOR USE IN
CONNECTING MULTIPLE PLIES OF LVL:
-SIMPSON SDW WOOD SCREWS
-SIMPSON SDS WOOD SCREWS
-USP WS WOOD SCREWS
FASTENMASTER TRUSSLOK WOOD SCREWS
-IF THE FASTENER POINT PENETRATES A MINIMUM OF
75% OF THE 4TH PLY OF THE BEAM, THEY MAY BE
APPLIED FROM ONE SIDE OF THE BEAM; OTHERWISE,
THE FASTENERS MUST BE APPLIED FROM BOTH SIDES
AND STAGGERED.
-LOAD MUST BE APPLIED EVENLY TO ALL 4 PLIES;
OTHERWISE, USE CONNECTIONS FOR SIDE LOADED
MEMBERS.
-FASTENING SPACING IS FOR EACH ROW. STAGGER
SPACING BETWEEN ROWS OF FASTENERS.
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FASTENING REQUIREMENTS FOR MULTIPLE PLY LVL MEMBERS
(2) 1.5' MEMBER BEAMS;
-USE (3) ROWS OF 0.131"x3" NAILS @ 12' D.C. (575 PLF MAX. UNIFORM LOAD)
-USE (3) ROWS OF 0.131"z3" NAILS @ 6" O.C. (1,150 PLF MAX. UNIFORM LOAD)
(2) 175' MEMBER BEAMS
-USE (3) ROWS OF 0.162'x3.5" NAILS @ 12" ❑.C. (845 PLF MAX. UNIFORM LOAD)
-USE (3) ROWS OF 0,162'x3.5" NAILS @ 6' O.C. (1,690 PLF MAX. UNIFORM LOAD)
(3) 1,5' MEMBER BEAMS
-USE (3) ROWS OF 0.131'x3' NAILS @ 12" O.C. (431 PLF MAX. UNIFORM LOAD)
-USE (3) ROWS OF 0.131"x3" NAILS @ 6" O.C. (863 PLF MAX. UNIFORM LOAD)
(3) 1.75' MEMBER BEAMS
-USE (3) ROWS OF 0.162'x3.5' NAILS @ 12' ❑.C. (635 PLF MAX. UNIFORM LOAD)
-USE (3) ROWS OF 0.162'x3.5" NAILS @ 6" D.C. (1,270 PLF MAX. UNIFORM LOAD)
(4) 1.5" OR 1.75' MEMBER BEAMS:
-USE (2) ROWS OF 1/2' BOLTS @ 12' O.C. (580 PLF MAX. UNIFORM LOAD)
-USE (3) ROWS OF 1/2' BOLTS @ 12' ❑.C.(870 PLF MAX. UNIFORM LOAD)
NOTES
-VALUES APPLY TO COMMON A307 BOLTS. BOLT HOLES MUST BE THE SAME
DIAMETER AS THE THE BOLTS. WASHERS MUST BE USED UNDER THE BOLT
HEADS AND NUTS.
-THE SPECIFIED NAILING APPLIES TO BOTH SIDES OF A 3-PLY BEAM.
-7' WIDE BEAMS MAY NOT BE LOADED FROM ONE SIDE ONLY, THEY MUST BE
LOADED FROM BOTH SIDES AND/OR TOP LOADED.
LOAD DURATION FACTORS MAY BE APPLIED TO THE LOADS LISTED ABOVE.
-LVL DESIGN IS SUFFICIENT FOR LVL GRADES WITH A SPECIFIC GRAVITY OF
0.5 OR BETTER
PFS Corporation
Northeast Region
Michelle Baker
02/22/2022
Approval limited to
Factory Built Portion
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F❑UNDATION DRAWINGS ARE TO BE USED AS A GUIDE
ONLY, APEX HOMES WILL NOT ACCEPT ANY LIABILITY
OR RESPONSIBILITY FOR INCORRECT F❑UNDATIONS,
MOTES; 6, MAX ANCHOR BOLT SPACING; 6'-0' O.C. (4'-0' O,C, MAX IN AREAS WHERE WIND VELOCITY
I. FOR ADDITIONAL INFORMATION SEE TYPICAL F❑UNDATION DRAWING A15,16 OF THIS SET IS LD OR EXCEEDS 100 MPH)
?, PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS AT 6' O.C. 7. WINDOWS OR VENTS (INSTALLED BY BUILDER) ARE REQUIRED TO PROVIDE 1/150 OF FLOOR
1 PIER FOOTINGS BASED UPON 2000 PSF ALLOWABLE SOIL BEARING PRESSURE AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE
4, CONCRETE COMPRESSIVE STRENGTH; 2500 PSI 8, NOTES ON THIS PAGE TAKE PRECEDENCE OVER NOTES ON TYPICAL FOUNDATION DWG,
5. M OR S TYPE MORTAR TO BE USED A15/A16
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