HomeMy WebLinkAbout37726 Dusty Saddle Ln510 — EISENHOWER CMU 3*7,Zb
Garage Right - Elevation - J3 bu-sl
SHEET MEX
SHEET NAME:
NUMBER:
5 ��� NAME:
COVER SHEET
rjo
SQUARE FOOTAGE CALCULATIONS
FOUNDATION - 5LAB PLAN
E-10
ELECTRICAL PLANS - FIRST FLOOR
E-20
ELECTRICAL PLANS - SECOND FLOOR
FIRST FLOOR PLAN
A-20
SECOND FLOOR PLAN
P-0.1
PLUMBING R15ER DIAGRAM
A-32
M15C DETAILS
A-320
FRONT / REAR ELEVATIONS J / ROOF PLAN
A-33
MI5C DETAILS
A-321
SIDE ELEVATIONS J
A-3.4
MI5C DETAILS
A-4-0
BUILDING 5ECTIONS
ENERGY REQUIREMENT SCHEDULE
EXTERIOR WALLS (FRAYS)
R-13
EXTERIOR WALLS (BLOCK)
4.1 FOIL
ATTIC CEILFG
R-30
GENERAL NOTES
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT A AM -I
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED A SUPPLEMENTED BY THESE
WINDOW INSTALLATION:
PLANS,
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
3, DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF:
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
2023 FLORIDA BUILDING CODE, RESIDENTIAL. STH EDITION
-26 GAUGE (0.48 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
OCCUPANCY: SINGLE FAMILY RESIDENTIAL
FLOOD ZONE REQUIREMENTS:
HAVE NO OPENINGS INTO THE GARAGE.
I PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION
GEIL LNG CONSTRUCTION:
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
I. THE GA SEPARATED F THE A IT ATTIC A
RAGE SHALL BE SE RA ED FROM E RESIDENCE AND S G AREA
TH
BA AREAS:
INSTALLED ABOVE THE BASE FLOOD ELE VA71ON AND SHALL ALSO CONFON I TO THE
BY NOT LESS THAN I/2 INCH (II mm) GYPSUM BOARD APPLIED TO THE GARAGE
I. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TCILEL BAR LOCATIONS SEE
MANUFACTURER'5 INSTALLATION INSTRUCTIONS.
SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
DETAIL5.
HABITABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (II mm) TYPE "X" GYPSUM
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE
BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY,
KITCHENS:
PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BY N07
I. INSTALL 2X6 BLOCKING AT 59' AFF, ON CENTER FOR UPPER CABINET
COMPONENT WILL OCCUR A5 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
LESS THAN 1/2 INCH (121 mm) GYPSUM BOARD OR EQUIVALENT.
INSTALLATION.
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS M141I3,
EXTERIOR FINISHES:
TUB AND SHOUTER AREAS:
THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE
I. CEMENT, FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD
EXHAUST FANS AND VENTING:
CURRENT APPROVED BUILDING CODE AND ASTM C92e, INSTALLATION OF EXTERIOR
ALLOWED) IN COMPLIANCE WITH ASTFI C1288, CI325, OR C1178 AND INSTALLED WITH x8
I. OUTDOOR DISCHAIRI THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
x I-I/IA" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W)
SYSTEM SHALL BE DISCHAIsI TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED
APPROVED BUILDING CODE AND A5TM C 1063.
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS
INTO AN ATTIC. SOFFIT. RIDGE VENT OR CRAWL SPACE.
AND WALL PANELS IN SHOWER AREAS.
EGRE.16
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES. IF
TERMITE TREATMENT:
RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE
THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERt"IITICIDES,
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
MAXIMUM OPENING HEIGHT OF 44'' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR
INCLUDING SOIL APPLIED PESTICIDES. BAITING SYSTEMS, AND PESTICIDES APPLIED
TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC CRAWL SPACE, OR OTHER
ROOM.
TO WOOD. OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
AREAS INSIDE THE BUILDING.
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF
2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
MORE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW THE
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M150245.1 THROUGH
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24
PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE
MI502453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM
INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
THE CONNECTION TO THE TRAN51TION DUCT FROM THE DRYER TO THE OUTLET
PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT $HALL BE REDUCED 25 FEET (162 mm)
ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT
S
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
FOR EACH 45 DEGREE (019 PAD) BEND AND 5 FEET (I524 mm) FOR EACH 90
APPROVED BUILDING CODE.
5ERvICE5.'
DEGREE (1.6 RAD) BEND. THE MAXIMUM LENGTH OF 7HE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER B005TER
FLASHING:
MECHANICAL AND HVAC:
FAN IS INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND
I. ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE
LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT. SHALL BE
WALL INTERSECTIONS, AT GUTTERS AT ALL CHANGES IN ROOF SLOPE OR DIRECTION
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S
AND AROUND ROOF OPENINGS
AT THE TIME OF APPLICATION FOR PER'IIT.
INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED
AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED
s". APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SHINGLE
2. MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION. SERVICE.
A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE
FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION. OTHER
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE
EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER PAN."
COMPONENTS. THE FLASHING 544ALL EXTEND TO 7HE SURFACE OF 7HE EXTERIOR
BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WOWING SPACE
WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT
AT LEAST 30 INCHES (162 —) DEEP AND 30 INCHES (162 mm) WIDE SHALL BE
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
ALL REQUIRED LOCATIONS PER 7HE CURRENT APPROVED BUILDING CODE,
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 4/3 0/2024
VERSION: 5.0
SQUARE FOOTAGE
AW ASSET MANAGEMENT SO FT.
HEATED AREA
Sq. Ft.
MAIN LEVEL
OTT
5ECOND LEVEL
1220
TOTAL AH411 SO- FT. (SIehK.n"
2207
METHODOLOGY- ANSI Z785-2003
The total area m Wated from the outside-b -outside of framing, including optional finished basement options as
shown. This area excludes stainAel at highest level above grade. garage. covered patio/porches.
ALL WOhK SHALL COMPLY WITH PREVA LIINC
CODES FLORIDA BUILDING rODE.
NATIONAL ELECTRIC CODE,
AND THE CITY OF `EPHYRHILLS
ORDINANCES
REVIEW DATE 1 1 r
-- 1 - y 'O 7EPHYR I _L
P1 - G x e R
end APSI DEVELORIDIT
DD NOT WALE ,IEEE DRAW A.
r£RFY W DSG OREHIdIWI YTH
COARACTOR YO SITE PLANS
BUCK Cp"IRCTpL TIESE
ERAIEYA Do NOf Can"
WECFC woI ION FOR INT
STRCTRAL EURIMS (TO BE
PRV VGm EY BGFBR OF
RECORD) ANY DOCIMPANCT
fNEWI" ORISIfATIOK ETCJ
nEaE ORASRYd AIO TIE
ASSOCIATED DR41lA VdW SIZE
DRUWA WALL EE REPORTED T
COMIRdCTOR AT PL-E MO ND
CONSTRICTION WALL FROM
CCOWL m. TIE
CENTRACTOR ASSVES TE
RESACMIBL" TO MET ALL
REOIIREIEMS OF LOCAL EOILDSG
GILLS I TO CCTFLY IIITN STATE
aU LDH6 CODES
IR�IR. fR
VERSION: 5.0
E@iREE
COVER SLEET
R@iF
SQUARE FOOTAGE CHART
ELEVATION 'J'
fWln.�DRO011ILYI-WlIt110X'l
SQUARE FOOTAGE
CONSTRUCTION AREA CALCULATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
10-7
SECOND LEVEL
1214
TOTAL HEAMOCONSTRUCTION AREA (,%bCmwl)
2291
METHODOLOGY: ANSI Z766.2003
The total area calculated from the outside -to -outside of trashing, including optional fiNshed basement options as
shown. This area excludes staiwell at highest level above grade, garage, covered patio/porches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
GARAGE
411
FRONT COVERED PORCH
TI
TOTAL BUILDING ENVELOPE (Sleb0mvii)
2785
COVERED LANAI
120
METHODOLOGY
Building Envelope Ana: The total area calculated, including Heated/Construction area as calculated, and also
including garage, covered patio/porches.
MAXIMUM DEPTH
MAXIMUM WIDTH
..MAXIMUM BUILDING HEIGHT AFF. =
1 2T-5" 1
DO NOT SCALE TESE DIF4046.5
"E MAJN3 ORWA110N W.
CONTRACTOR AND SM RAIL
EBOfE CP6?]Wg1 TNEBE
DRAW A DO NOT CONT-
sFECFG WOWU1GN FOR ANT
eTNICTIRAI. El01 M6 (TO BE
PROMED eT 943bm OF
MOOImA ANT DOCIEPANCT
BETWEEN nFNTNE3 DRAWW AN 0 T
TND D DIGYIR!'O YO m
M.e0.uED DRAIE REPORT enO
STOR T ONCE
ASID N T
CONTRACTOR AT ARC PROCEED O ND
CDII IAM CAI ECTEIN"LLTHE
WR CONTRACTOR
A TER. ST
CONTRACTOR TO TEE TE
IE6PAGIp OF TO TEST ALL
fEOEALS d TO C4 LOCAL IN STATE
G4LS r TO COIPLY 51 STA1E
EIRDFr CODES
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VERSION: 5.0
amm—
SOUAREFOOTAGE
CALCUATIONS
Bare
CS-3
— — — — — —
LANAI SLAB
4• CONCRETE SLAB MRL OVER 6 MIL
VAPOR BARRIER SLAB SHALL BE OVER
CLEAN COMPACTED FILL W/ FIBERI•ESH
Q I
9
Z
p LL
WIT SECURED TO
g
9
li Im
3'x3A)C PAD
0
W
gm ° CCNC
I SLAB MNIU/
'�Y•
FIBEia'ESH
L~ I
#i
-
ti
-
- - -
— — — — — — -7ZI—
m
CONCRETE SLAB
9
4' CONCRETE SLAB MN. OVER 6 MIL
-
VAPOR BARRIER SLAB SHALL BE OVER
CLEAN COMPACTED FILL W/ FIBERMESH
5'-4Y •
(1 HVAC dUilE
BASED ON
LOCATION
G�
ELECTRICAL
CONOU FOR
-
r
GJ.
10
-
m
I I
i I
CONCRETJ SLAB
4' CONCRETE SLAB rN. OVER 6 MIL
VAPOR BARRIER SLAB SHALL BE OVER
CLEAN COMPACTED FILL W/ FIBERMESH
Le
ORCH SLAB
ip
i U
4' CONC SLAB
4' CONCRETE SLAB MIN OVER 6 MIL
m
9
K MN. W/ FIBERMESH
VAPOR BARRIER SLAB SHALL BE OVER
9
WI
CLEAN COMPACTED FILL W/ FIBER'E5H
m
O
��
PART. SLAB PLAN - ELEVATION V
TIME wow pull)
ImE w-m prig
FOUNDATION PLAN NOTES
ALL WOW SHALL BE N STRICT COMPLIANCE WTN BUII
CODE. RESIDENTIAL. AND COWTT BUILDRG DEPARR'ETTT.
STRIP TOPSOIL, TREES, STWPS, ROOTS, ETC. FROM ALL
AREAS WERE CON57MVICN WILL OCOIR UND.
FILL SHALL BE FIRMLT CCMPACTED CLEAR SAND/CLAY
MATERIAL FREE OF FOOTS. OFYANIC MATTER OR OTTER
INTERIOR BEARMG LOCAT06 SHOA.D BE COORDINATED
WITH TRIM MANFACTIiER I STRI CTURAL EN REEK
PROVIDE SOL TFEATMENT AW VAPOR BARRIER5 AT ALL
SLABS (INTERIOR)
rmlaAL OEVELOPR
DO N01 ULDW ORIE o ORIENTATION
O
YERIFY MILD R NO STIT T LA YFIN
BEFOREC ON ILO RITE FLA16
EBOFE CONSTRICT NOT
TICO TAIN
DRNIRCA W NOT N FOR
SPELFD NL ELEFI FOR ANT
9TROIIOM ELBENTEfTO BE
F
RECORD).
D). Dr BY�R OF
REPLRD).. C DSCREENTATK ETC
I*NTINCY
N3. DRAW"
Elf✓
TH!2E DWN56 YD SITE
ASSOCIATED 4LL 5E AI BITE
DRA8TOR T ONCE
AN N T
CONTRACTOR dT ALLE YO NO
LOI LINTIL TION &LIED . TWE D
U!R CTOR ASS D. TLE
ESPONBCONTRALTOR ASOMEE T L
FIAIVIE RLLm TOMEETB ALL
FEO1AL5I tS TOOPRY EIILDNG
IGu15 L TO STATE
EULDINS G COCCCO 4&
o ff. I FR
VERSION: 5.0
.TIME
FOUNDATION
SLAB PLAN
IW*
F-1.0 J
FLOOR PLAN NOTES
PROVIDE IRO (MINMM GYPS M BOARD SEPARATION AT WALLS AND 5/8' TYPE X CEILINGS
N TIE GARAGE ADJACENT TO TLE HAM LOUSE AND ATTIC AREAS.
WALSWIG MACHINE 5 ALWAYS LOCATED LEFT OF THE DRYER JNLES6 NOTED OTERWSE.
ALL EXTERIOR WALLS ARE DRAWN AT 6' CM LJ LESS NOTED OTLERUSE.
ALL INTERIOR AND COMMON WALLS APE DRAWN AT 3 V? U1LE55 NOTED OTLERUSE
LEADER FOR FIRST FLOOR 5 AT 6'-0' R/ 5'-4' CLG I SECOND FLOOR 5 AT 1'-0" W 6CLG.
LLAFDRAIL LEIGITT SHALL BE 3b' I•EASLRED VERTICALLY FROM THE NOSING OF TLE TREAD.
(•) DENOTES EGRE56 WIDOW
HANDRAIL
1-1/A" MIN
GRA3P4lSLE
LIA�IDRAILI
I I/A• HM TO I I2"
I -IRO HAX MIN.
D I4YE EI�
m
REI AR
V LL4NDRAIL
m
PRDVOE HANDRAILN LI
TIE GUOENT APPWO.EBUILDING GODS.
STAIR DIAGRAM
C
10"
ry
FWDR-
5'-4"CLG
VINYL PLAW
v
v
LANAI
5'-4' CLG AFF.
A,C gE
9
CONCRETE
TO 3'n3' PAD
0
B
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m
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I
Z5 5M
II
b SN
15 5N
8
BREAKFAST NOOK
IJ -4' CLG
vMYL FLANK
m FAMILY
ROOM
3'-0' X b'-0'
9'-4• CLG
ISLAND
VINYL PLAW, -
0
3n6 WALL • 34 N'
o
AFF. W/ V BAR TOP
N
'
SLOPED CEILING UNDER 57AIR5
-0%i„ 4'-7"
WTN GAP
4._�„ 3'-II"
C N
9'-4' CLG -
VINYL P 0
LIP(I1) R5ER5
TO 7rd FLR
10
9 6
1 6
5 4
3 1 1
Pam. �_
�.. ,G
TF",aos rm W 11 Nos
14
m
31
m
5 SN
OPENING
s
— —
m
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GARAGE WALLS C011'TDN
FURY HAVE
WRiN LIVINGDRYWALL
O.
-
>
IRO DRYLLIALL SEPARATION
LL SE
�
(MIN. 10 MN FIRE)
gg
_ :
4'-3" '^
4'-9Yj"
13 10"
3'-0-E" 3'-m'
:I--------;
••°� 2-CAR
ER VENT
1 D LOCATION CSARAC3E
GREY
BOX........•
S'-4' CLG AFF.
� :a� LAUNDR � COW
W
q',� J
PLAN, 31160
vINYL
. _.___.. OPEMIING 5Y:"
m
OYER i
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HOME OFFICE V1 YL PLAW
9'-4" CLG I iT
VINYL PLAWI _0
L—
NIB
30w
IS 5N 75 5N K'-0' . T-0' OH. GARAGE DOOR
m
FROST PORCH VEI IFY
�
v
CONCRETE
FIRST FLOOR PLAN - ELEVATION'JO
IM AM« DEVELOPMENT
DO NOT SCALE TLESE DRALKA
VERIFY BWLDR6 ORIENTATION WTN
CCHIRACTOR *0 WE PLANE
BEFORE CONOTRCTION TNEbE
DRAGWA DO NOT COITAN
SPECIFIC WORUT04 FM ANT
STROARAL EL91M (TO BE
PR/I)FD BY ENGFEfR OF
RECORDI ANY DOC E►ANCY
(DI NIOM. OR ENTATCN VCJ
BETWEEN TESE DRAIKA AND ""
ASEOGATED DRUNOS A ME
SWiL BE REPORTED TO
C0
N1PACTOR At ONCE AND NO
CONSTRICTION SHALL PROCEED
UNTIL COFI ECTED. TE
CONTRACTOR ASIL ES TE
RESPONSpl ITY TO MEET All
R=OAIEMENTS OF LOCAL BWLDI G
OFFICIALS I TO COMPLY e11N STATE
BIADNG CODES
O
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VERSION: 5.0
7FI..T
FLOOR PLAN
.0
-1.0 J
FLOOR PLAN NOTES
PROVIDE I/t' (MINMJM) GYPSJM BOARD SEPARATION Al WALLS AND 5/8" TYPE X CEILRG5
IN THE GARAGE ADJACENT TO THE MAIN HOUSE AND ATTIC AREAS.
WASHING MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERII
ALL EXTERIOR WALLS ARE DRAIN AT 8' CMU UNLESS NOTED 0THERW15E.
ALL INTERIOR AND COMMON WALLS ARE DRAIN AT 3 1/[' LINI NOTED OTHERJSE
HEADER FOR FIRST FLOOR 15 AT 8'4" w/ 9' 4" CLG N SECOND FLOOR 15 AT l'-0" WT 8' CLG.
HANDRAIL HEIGHT SHALL BE W MEASURED VERTICALLY FROM THE N05P8. OF THE TREAD.
(-) DENOTES EGRESS WNDOW
DOOR PRANE TO PAV
CLOSET
CLOSB WALL
PBt RAN
GY ' R-
Pl OECROONVBt]�(
WIJAIIG
B HVAC RAISED PLATFORM
DDOR
DOOR
EMI
HANDRAIL
1-1/2" MIN
GRASPABLE
HANDRAIL.
I i/4" MIN TO I/2"
1-1/2" MAN: MIN.
OIAI
N1
WANT
y HANDRAIL
m
9FGTI�N PLAN
PROVIDE HANDRAIL IN COMPLIANCE WRH
THE CURRENT APPROVED BUILDNG CODE.
STAIR DIAGRAM
C
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MGM
-
T
5H !;
I
305J SH (•) SH (•)
B D 4
NIWIG
PRIMARY
CLG
8' CLG
8' CLG
VINYL PLAN`
SUITE
N VINYL PLANK
L-_----_
6'-01CLG.
_
p2N5
VINYL PLANK
HVAC ON RAISED
PER DETAIL B
C)
N
Y
0
3'_IVi°�S• s 5'-AI$"
6'-5" 4'-9Y7"
�'-II"
1'-SY7"
42 K
Cu.-
INTL i0
-
n 16 15 14 13 12 1 11 10
B l 6 5 4 3
D
N.
LI E
n'EN,
L -TUB/SHOWER
'T
T R
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a
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=
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WIG
PLLAW rc
IF CLc. Nye
i-. 6' I VINYL
VNYL PLAN,2868
m
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III$ N
I,_ @„
a
e
8' CLG
YIN7L PLANK
"1
IM 514
BEDROOM =
8' CLG
VINYL PLAN,
-
_
3ou SH 3m SH fv
LINE OF UAL
BELOW
- _ — — — — — — — —
QI
SECOND FLOOR PLAN - ELEVATION RJR
SCALE, Ar,SCALE:,IV=,'f R2"
FRM
BATH
B' CLG
VINYL PLANK
OPT. TEMP
GLASS
ENCLOSURE
I
1071 AMM DEVELOPMENT
DO NOT SCALE THESE DRASANGS.
VERFY SULDIG ORIENTATION WTH
CONTRACTOR AND 911E FLANS
BEFORE CONSTRICTION THESE
DRAWNiS DO NOT CONTAIN
SPECIFIC NFOR AIION FOR ANY
STRWCTRAL ELEMENTS (TO BE
PROVIDED BY ENSNEER OF
RECORD/ ANY DISCREPANCY
fDI'ENSI045. ORIENTATION , ETCJ
THESE DRAUNGS 44D THE
ASSOCIATED DRAMW6 041a 511E
WW65 SHALL BE REPORTED T
CONTRACTOR AT ONCE AND NO
CONSTRICTION SHALL PROCEED
LNML LORfdCTED. THE
CONTRACTOR A%L MES TIE
RESF'OK4IBILITY TO MEET ALL
, I�MEN16 OF LOCAL BUILONG
iALS L TO COYFLY MTN STATE
BISLDNG CODES
i f 6T
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VERSION: 5.0
FRETRRE
SECOND FLOOR PLAN
FIFfT1
-2.0 J
A LY —
Q �b
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h3 BOARD I BATT VERTICAL Q
SIDMC F YW' 0/C PER CUM. 6/12 PITCH
---- ____------- _ �_________________________ SPECS(TYP) 6 ARCH SHMGLE
9 ROOF (TYP)
ZONE I =
6' FRIE
S BAND - - - -
hd FLR CEIL W
4A �e ❑ ❑ ❑ ❑ LLIFJ�U LME
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ly
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- - - _ - _ - _ - _ _
AND SILL ROOF(TYP) y
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R EDRElm, pm7)
R EgIP tlr.1'JT Ri."
al
ZONE I ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 180 FT VENTILATION)
CALCULATIONS REFLECT 50% RIDGE AND 5M SOFFIT VENTS
Q6A SO FT UDER FlOa ATTIC /
300 SO FT / 150 FT . 42150 FT VENTILATION
SOFFIT VENT 150 N EACH
OFF -RIDGE VENTS 104 50 N EA
471 50 FT a 50% : 111 SO FT HIGH. 211 50 FT LOL
4&4 YENTW
I I SO FT . W 50 M .30336 50 N REOURED
(3) OFF -RIDGE VENT 104 50 N . 30 50 N
LOW VENTW
111 50 FT x 44 50 N -30336 50 N REMMED
30336 / 5 = 34 SOFFIT VENTS (CONTNJCM VENTED SOFFIT)
ZONE 2 ATTIC VENTILATION: (300 SO FT ATTIC SPACE / I SO FT VWILATICN)
305 SO FT UDER ROOF ATTIC /
300 SO FT / 160 FT . ID7 50 FT VENTILATION
SOFFIT VENT 150 N EACH
LOW VENT W
IF77 SO FT . AA W N -H6E5 50 N REWIRED
146M / 5 = Ib SOFFIT VENTS (CONTMNLVS VENTED SOFFIT)
ZONE 3 ATTIC; VENTILATION: (300 50 FT ATTIC SPACE / 1 50 FT 1ENTILA7I0N)
Q0 50 FT RIDER ROOF ATTIC /
300 50 FT / 150 FT . 40 50 FT VENTILATION
SOFFIT VENT S 50 N EACH
LOW VENTING
40 50 FT n W4 50 M .5160 50 IN REOIIRED
57b0 / 5 = 6 SOFFIT VENTS /LLN7MDU5 VENTED SOFFIT)
12 ` vENT 12
bN PITCH
ARCH 5HMGLE ROOF (TYP)
7Td FLR CEIL W
_ - - - IIANDOIU LFE
❑ ❑ ❑
4^ CORNER
TRm
Ll F-1 —9 �
6/IJ PITCH
I� ARCH SHINGLE
ROOF (TYP)
6
SEC4>V FLR
HORIZONTAL —/
LAP SIDMG---------_
PER COT'7',. CJ EP Mt FLR CEIL W
SPEC — —
❑ - YAtDOU LME
FLA5HI ING
0
CEI'ENTIT10J5 g
STUCCO PER
COI'MNITY SPECS H H
(TYP)
FM FLR ELEV
REAR ELEVATION IX OPTION 3
IFCYE,R-I'vo t)
" NE W-,NT Rii"
IM — DEVELORENT
DO MM SCALE NESE D"IN5.5
V
ERIFY OIADM ORIENTATION allN
CONTRACTOR 4D YTE PL4i
EEFORE COGIOWTION THESE
ERAWA DO WT CONTAIN
SFEMC KLRIATON FOR ANY
STRICIIRAL EL910M (TO BE
NtlVOM EY MA EER OF
RECORD) ANY DLSCRFPANCT
(DM44 IA. ORENTATICN ETC)
IMEMEEN TIESE DRAW" YD TIE
AM60CUTED DRAM6 0,Va STTE
DRAPM SHALL BE REPORTED T
COCRACTOR AT ODE 40 NO
COLSTRCTION SIIALL PROCEED
INTL CORRECTED. TOE
COARACIOR A55VE6 THE
FESPONSMITY TO PEST ALL
'MaA EPD(T5 OF LOCAL WLDFb
C145 I TO COMPLY WN STATE
OADNG CODES
O
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VERSION: 5.0
LIEfNt1E
FRONTAIIEAR ELEVATgNS
i ROOF PLAN
YETI
-3.20
IMI ATt1 DEVELOMMU
DO NOT SCALE IIFSE DRASRICA
.FRFY BIIEDFG ORIENTATION 1RH
CWMACIOR ANI> UTE PLANS
BBCTE CONSTRCTNH THESE
DRAILRYA DO NOT CONTAIN
SPECFIC WORLITICN FOR ANY
STRICTIRAL ELM" (10 BE
PRONGED BY ENGINEER OF
RIICORDL ANT DISCREPANCY
(DtVdM ORPIfATCFN M
12 CETIIM TIESE DRAYRYA AD TIE
AWMATED DRMKA A+O/a SITE
b CONTRACTORATAT WiPORTED TO
E AND NO
CONSRACTION MYLL PROCEED
12 WIL CORRECTED. TIE
CONTRESPONACTOR TO EE i4E
b OMIFT' BIBILITY LOCAL
BALL
REONETEMS 6 LOCAL dADFG
b/li PITCH CIALS L TO CR'RY OTN STATE
ARCH SHMYLE ROOF MOM Dom
6/12 PITCH (TYP)
J--A
- — — 21d FLR CEILSG }y U 0
CORNER WOOL LSE F m
1._0.. TRIM O W •O B
FLA5HMG ^~
HORIZONTAL
LAP SIDMG PER - m ✓ W .p
CORM SPECS 12 > LL c
a 6
3 SELONID FLR
bN PITCH
3/12 PITCH ARCH SHW.LE
MP) a a
CJUEP _ — — bt FLR CEILWG H
WOLW LIFE
CET"ENTITIg15
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m
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12 a
b z
4 fFrt C/i
12
b� 6N 0 PITCH w �
ARCH 5HM6LE ROOF (TYP) Q D7
6/12 PITCH 6/11 PITCH J
U Uwo
V1 6 -J RE
- me FLR CEi w - - - O -1
Fil J
LL
WNIDOW LRE
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4- CORrER C J
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- HORIZONTAL O r.R
0 LAP SIDMG W 0 }
PER COMM.
12 SPECS. a/ Q _
TZ
tn (h N
SECCW FLR b `
6/17 PITCH 3112 PITCH
- dRCN SHM'GLE ROOF fTYP)
M FLR CE106 - - - - - CAEEP
LLEFOGTL L RE '
a
S' 9 CEMNTITIOUS
LL1 5TUCCO PER I
C,7'MITY SPEC$ - L J
(TYP)
01M1/t AE
FM FLR ELEv
- - - - VERSION: 5.0
LEFT SIDE ELEVATION'J' OPTION 3 �SMIDE EEEVAT10N5
EORE tIF-ra R✓m0
11A-3.21
BUILDING SECTION NOTES
PLEASE NOTE TNE5E DETAILS ARE STRICTLT ARCNRECTURAL. REFER TO STRICTLRAL
SIEETS FOR MOM WF ATIOMI
SECTIONS SMAR TO OTTER ELEvAT10NS AND WEN USES 2.6 EXTERIOR WALLS
BUILDING SECTION'BB'
IfMEW-ra(ITn7I ELMM T80BII-ALLBEWMIM18"
SCUM W.1'r p"
t2
b�
BATH 2 \ \
PRE-MANFACTURED TRfi6ES
EMULATION PER FBC AND EXTERN FORM
SUBIMITTED WTN PERTMIT APPLICATION
■ KITCHEN a
m �
D
e II
m
9.
m o-
P. a GL. •T. �.
3.
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CO'FACTED, TERMITE TREATED SOIL RNAPOR
BARRIER FOIt(DATION (SEE
STRUCTURAL PLAN)
BUILDING SECTION 'AK
SCUM Srxe w-rlrra-n �BEWBONTBIDIRI-NLEIERITDIS{SSSIAR
pae�
12
Qb
FAr11LY
ROOM
A'Ald FLR LEILEG
WINDOW LSEJ
m
SECOND FLR _
V
Im FLR CEILEG
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sa
FIN FLR ELEv
4W"DE4LOAEII
DO NOT SCALE ,IF-0E DRA WA
WSWFT BALD06 ORWATILN 07N
CORRACTOR AND VIE PLANS
BUM CON57MZTYM THESE
DRALWA DO NOT COMM
SPECFC KOWTOW FOR dHT
STRILTIRAL ElEfS9R5 (TO BE
PIWDED By EFY.EBR OF
ISECMI AT IT DSCIEPANCT
(.PI♦ WNS OF®RATIDN ETCJ
SEMEN T1ESE DRAWMA AND TIE
ASSOCIATED DRALWA N STTE
6NAL BE REPORTED T
CIMIRACTCR dT ohm bow
CCRSTRDTON WALL PROCEED
INTL COMECTED. TIE
CONTRACTOR AULPTS TIE
RESPONSBLRT TO MEET ALL
OMQUI EITEN16 OF LOCAL BIIDFC
OFFICIALS I TO COPLT ON STATE
BILDMi CODES
B W. I RE
VERSION: 5.0
SI@TNYE
BUILD
RIO SECTIONS
.SEIR
-4.0
ELECTRICAL LEGEND
-4GAS
GAS LIE
RECESSED CAN
LGHT
Ow
COLD WATER
[}
FLUSH MOUNT LED
0
ELECTRICAL PANEL
Q
WALL MOUNTED LGHT
ELECTRICAL METER
WALL 5C0NCE
E--)'
DISCONNECT SWITCH
I --I
FLUORESCEIN LGI-Y
.4 BULB
$
SWITCH
O
FLUORESCEIN LIGHT
N/ 2 5.L55
3
$
3-WAY SWITCH
®
VAPOR PROTECTED
LIGHT
4
$
4-WAY SWITCH
O
EXHAUST FAN
$�
DIMMER SWITCH
EXHAUST FAN N/
LIGHT
4.
BUTTON®
EXHAUST FAN N/
EAT I LGHT
ED
DUPLEX OUTLET
ED)
SMOKE DETECTOR
QUADPLEX OUTLET
®
CARBON
DETECTOR
SWITCHED DUPLEX
(1
TIERMOSTAT
OUTLET
f
F`
®I
FLOOR CUTLET
DIRECT WIFE
GFI OUTLET
T
PHONE JACK
NgvFl
WATER PROOF GFI
NA
CUTLET
T
MEDIA JACK
CEILING MOUNTED
OUTLET
4'
CABLE TV OUTLET
22CN
220✓ OUTLET
DOOR C 4ME5
!h
CEILNG MOIMED
®
SECURITY PANEL
V
LGHT
HANG66 CEILING
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MOUNTED LGHT
n
n
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U
11
U
ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45' AFF.
RECEPT5. TO BE I2' AFF. - 42' F OVER A COUNTER
ALL ORIG TO BE N ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION 5NALL BE PROVIDED AS REQUIRED
N NEC 210.12(A) AND SHALL BE INSTALLED N A READILY ACCESSIBLE LOCATION.
ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE ARID SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROLND FAULT CIRCUIT INTEFBNPTER 514ALL BE PROVIDED AS REQUIRED N NEC
2101YA) AND INSTALLED N A READILY ACCESSBLE LOCATICN.
IT 15 THE RESPLNSIBILITT OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL
ELECTRICAL WOW 15 N FULL COMPLIANCE WITH NFPA TOA - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES. AND ORDINANCES,
PROVIDE INTERSYSTEM BCNDNG TREMNATION AT SERVICE LOCATION PER NEC
250.94
LIPINIAIRE5 N CLOTHES CLOSETS 514ALL BE INSTALLED PER THE PROVISIONS OF
NEC 410.16(A) I (B)
RECESSED LGHTNG TO BE AIR 76141 AND IC RATED
M OF THE LAMPS N PERMANENTLY N5TALLED FIXTURES 544ALL BE
HGH-EFFICIENCY LAMPS
REFER TO ENERSY CALCULATIONS FOR ADDITIONAL INFORMATION,
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCOI ECTS N
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.D,
THE BRANCH CIRCUIT SUPPLING THE RECEPTACLES) N A GARAGE SHALL NOT
SUPPLY CUTLETS OUTSIDE OF TIE GARAGE MID NOT LESS THAN ONE RECEPTACLE
OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AFCI PROTECTION - 210.0 (B) DWELLING UNITS. ALL O0 VOLT, SINGLE PHASE, S ANID
20 AMP BRANCH CIRCUITS SUPPLTNG CUTLETS INSTALLED IN DLELLNG UNI75,
FAMILY ROCMS, DINING, R6D", LIVING ROOMS, PARLORS, LIBRARIES, DENS.
BEDROOMS SINROOMS, RECREATION RD", CLOSETS, HALLWAYS, OR SIMILAR
ROCKS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI COMBNATION TYPE.
N57ALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
EXTERIOR GARAGE
200 AMP METER MAN COA'BO
00 AMP MAN
LUG INTERIOR
PANEL
I II
I II
I II
I I I
G 4/0 AL SER CABLE
ltd//
A/C
DISCONNECT
GROUNDING ELECTRODE
SHALL CCMPLY WITH
5EC 25052
ELECTRICAL RISER DIAGRAM
N.T.5.
5TRUCTU ED
MEDIA CABINET TO
INCLUDE CAT5/6.
COAX, USE, WIFI
ROUTER SPACE
AND POWER
VERFY EXACT
REQUIREMENT,
LOCATION AND
MOUNTING VEGR IT
PRIOR TO
INSTALLATION
22G
B' 10" [j•_0 "
F _
24' CFI
0
II �
1 II
II
I
Cf
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� F W '. dMPS (H - NEI'IA 240r1
—F REQUIRED BY CODE._
W
uTN i4 � I ,� GFI
L----------------i
FIRST FLOOR ELECTRICAL PLAN - ELEVATION V
6DEPrit'.POOmE)
ELEC METER
(LCCATICN BY
BUILDER)
SMI"DEVF10AiNT
DO NOT SCALE rIESE DRAI "
VERIFY OULDND ORENTATICN 07
CONTRACTOR AMC UTE RAM
WM CCMTXCTlp1 TIESE
DRAW" DO NOT C40WM
WECRC W01IMATICN FOR ANT
STILCTLMAL 0951TS (TO N
PIE►� OY EIGNEER OF
IECOIDA ANT DCCREPANCY
/M'NCNS. CREMATCN, ETCI
WIM TIE'SE CQA .YO T l
AM OGATED DRaK! ud/w VIE
DRALOW SkA l !E IEMRIED TO
CONTRACTOR AT ONCE DO IU
CONSTRICTION SHALL PROCEED
LNTL C.OMECTED. TIE
CONTRACTOR AS8U'E6 TIE
RESPOP66CITY TO MEET ALL
RE0IRV*W6 OF LOCAL dlLDNS
OFFICIALS I TO COPLY WIN STATE
OULDEG CODES
C)
E-
O
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1--1 L
Cl
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VERSION: 5.0
.ET RITE
ELECTRICAL PLANS
FIRST FLOOR
DTI
�E-1.0 J
ELECTRICAL LEGEND
GAS
GAS LINE
RECESSEDLIGHT CAN
LIGHT
-4CW
COLD WATER
FLUSH MOM LED
0
ELECTRICAL PANEL
Q
WALL MOUNTED LIGHT
8
ELECTRICAL METER
WALL SCONCE
czy
D16COWECT SWITCH
F- -I
FLUORESCENT LIGHT
.4 BULB
$
SWITCH
O
FLUORESCENT LIGHT
w/ 2 BULBS
3
$
3-WAY SWITCH
®
VAPOR PROTECTED
LIGHT
4
$
4-WAY SWITCH
O
EXHAUST FAN
$0
DIM'IER SWITCH
EXHAUST FAN R/
LIGHT
4
BUTTON
®
EXHAUST FAN R/
HEAT 4 LIGHT
GD
DUPLEX OUTLET
®D
SMOKE DETECTOR
OUADPLEX OUTLET
®
CARS BON XIDE
SWITCHED DUPLEX
THERMOSTAT
OUTLET
Y
FLOOR
FLOOR OUTLET
�
DIRECT WIRE
GFI
P
GFI OUTLET
T
PHONE JACK
WPGFI
db
WATER PROD' GFI
MJ
MEDIA JACK
OUTLET
T
CLG
0
CEILING MOUNTED
IrN
CABLE TV OUTLET
CUTLET
220,
®
V+
220V OUTLET
DOOR C14IME5
`h
�✓
CEILING MOUNTED
®
SECURITY PANEL
LIGHT
0
HANGING CEILING
FLOOD LIGHT
V'�
MOUNTED LIGHT
n
n
C-0=7
CEILING FAN
C==C
CEILING FAN m/LIGHT
U
U
ELECTRICAL GENERAL NOTE5
SWITCHES TO BE 45" AFF.
RECEPTS. TO BE IY AFF. - 42" IF OVER A COUNTER
ALL WIRING TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED
IN NEC 210.11(A) AND WALL BE INSTALLED IN A READILY ACCE5515LE LOCATION.
ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC
21015(A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION.
IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL
ELECTRICAL WORK I$ IN FULL COMPLIANCE WITH NFPA 10A - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC
250.54
LU1NIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF
NEC 410.16(A) A (5)
RECESSED LCgTIW. TO BE AIR TIGHT AND IC RATED
10096 OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE
HIGH -EFFICIENCY LAMPS
REFER TO ENERGY CALCULATICN5 FOR ADDITICNAL WORMATION.
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.I2.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE
OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AFCI PROTECTION - 210.12 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS SUPPLYING, OUTLETS INSTALLED IN DWELLING WIT5,
FAMILY ROOMS. DINING. ROOMS, LIVING ROOMS, PARLORS, LIBRARIES. DENS,
BEDROOMS SUNROOMS. RECREATION ROOMS, CLOSETS. HALLWAYS, OR SIMILAR
ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFC'. COMBINATION TYPE,
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
li � DAD l4 I I III III N I B LO I I
I
4 LKE ,55
-_J
IN ATTIC ��ryry
® � x
SECOND FLOOR ELECTRICAL PLAN - ELEVATION "JI1
SGYETR-POp"
01021 ANTI DEVELOFNENT
Do N01 SCALE THESE DR.ASRJGS
VERFY BUILDING ORIENTATION VIM
CONTRACTOR AN D SITE PLANS
BEFOW CONISTRCTION. THESE
DRAWINGS DO NOf CONTAIN
SPECIFIC IKLFCNTION FOR ANY
STRICTLRAL ELEtENTS (TO SE
PROVDED BY EN31 EER OF
RECOFD). ANY DISCREPANCY
(0"ENSONS, ORIENTATION, ETC.)
BETUEEN THESE DRNUNGS AND THE
ASSOGATED DRAWNGS R 11 SITE
SWILL BE FEPORIED T
CONTRACTOR Ai RICE AND NO
CON57RC ON $HALL PROCEED
UNTIL COR MMI), THE
CONTRACTOR ASSUMES THE
RESPONSIBILITY TO MET ALL REWFEMEWS OF LOCAL BUILDNIG
CSFICIALS . TO COMPLY UTM STATE
BUWDW CODES.
V
a
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v/
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SILMIIE I FM
VERSION: 5.0
9EETNYE
ELECTRICAL PLANS
SECOND FLCCR
iEELI
E-2.0 J
VENT2" x ^ K
\ram T
VENT VTR
VENT 12'
lf�T
Ldv 1.
Ldv
� I
3'
2'
iUB I
CONFORI'IS
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3" 1"
VENT
FRMdR1'-Ldv
3"
2" 3
3' 3
PRMAR7-WIC
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VENT
ALTO PRMART-5WOLER
VENT TO SECCND
FLOOR
KIT
3"
PDR-Ldv
RISER WAS/gR
I,
PDR-WIC
FIR51 FLOOR
c o.
IN
awl "DEVELORW
DO NT SCALE DR-W WA
VERFT BIALDM OREMAMN IITU
CONTRACTOR Ai0 SIZE PLNLS
BEFORE 0"TRGTKH TIESE
DRAG" DO NOT COWAN
SPECIFIC NOPPUT04 FOR dNT
STRKIIRAL EJ318M (70 BE
PROVDED BY 9GFHR OF
RECCRDA ANT OtlGEPANCT
(bF'ENSKFtl. OREMATON ETC.)
TWOS DRAMA n0 TIE
ASSOOMED DRAIN -A A SIZE
SHALL BE REPORTED T
COMRACTOR AT ONCE APO NO
C4MTRILTM SHALL PROCEED
L wl CORRECTED. TIE
GCWTRACTOR ASSLIES TIE
RESPONSERTTT TO PEET ALL
REOREPENM a LOCAL MALDM
OFFICLALS 4 TO CCM Y RTN STATE
BLLDM CODES
� 0
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OIN R I RE
VERSION: 5.0
FIETFYIE
ELECTRICAL PLANS
FIRST FLAOR
sw#
P-0.1
HOUSEWRAP BARREN (L
J)I'TS) OVER FXTELOR
SEATING PER SPEC*
TO OVERLAP RUBBERY
HASHING
RUBBERIZEIDTHRU-WALL
HASHING, EXIEID RR IT
VERTICALLY (f' MN
VERTICAL PROJECTION
ABOVE SU6FLOOR), TRIM
TO OUTSIDE FACE OF
BRICK
THRU-WALL FLASHING
NOT TO SCALE
HOUSEWRM BARREN (UPE ALL
JOYS) OVER mu"
SHEATHING PER SPEC %fEATHING
TO OVERLAP
BRING FELT BETWEEN
HASHING
JSEWRAP BARREL AND
X VENEER -TYPICAL UP
RUBBER® TH RU WALL
HASHING, E TE NID UP S
VERTICALLY If MN
VERTICAL PROJECTION
ABOVE SRBHOMI,
TRIM TO OUISDE FACE
IP HOLES AT COURSE
OF BRICK
DVE HASHING - 2r O.C.
WOMALLY
o
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RISC. DETAILS
IHTI
-3.4
GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE
REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE.
2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CMUSITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING.
6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
CONTACT THE ENGINEER.
7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT,
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS'CONCRETE SCREW AND'MASONRY SCREW SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II.
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES.
11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY =11
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD -20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOF TOP CHORD DEAD LOAD (TILE) =15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =10 PSF
ROOF BOTTOM CHORD DEAD LOAD =10 PSF
FLOOR LIVE LOAD =40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS) =30 PSF
FLOOR DEAD LOAD =15 PSF
DECKIBALCONY LIVE LOAD -40 PSF
NOTE TO TRUSS & kJOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
TOTAL LOAD
LIVE LOAD
MAX TOTAL
DEFLECTION
ROOF TRUSSES
L240
L240
1'
FLOOR JOISTS/TRUSS
L/360
L480
1/2,
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/8"
2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF LJ600
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
LATERAL LOADING
WIND CRITERIA:
BASIC WIND SPEED =140 MPH
EXPOSURE CATEGORY -C
INTERNAL PRESSURE COEFFICIENT = +/- 0A 8 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS = D
SEISMIC DESIGN CATEGORY =A
EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP =40 PCF
WALL BRACED AT TOP =55 PCF
GUARDRAIL/HANDRAIL LOADING:
ALL GUARDRAIL/HANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - -ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS.'
CONCRETE NOTES:
1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332'RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT.- CONCRETE
SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES."
5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60.
6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
'DETAILS AND DETAILING OF CONCRETE REINFORCEMENT, ACI 315 - AND "MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES', ACI 31 SR.
7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS' 1-12 " MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOUNDATION) AGAINST EARTH: 3"
FORMED CONCRETE 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8'
8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION.
CONCRETE NOTES (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 25W PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI
11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING
CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN
SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO
WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY
TEMPLATE TO WITHIN A 1/8• TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15.ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
• CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION
4' SLAB: 10 FEET O.C. EACH DIRECTION
• WELDED WARE FABRIC (W.W.F.) 6X6•W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8INCHES.
• MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 1/2' TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE MATH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS. THE KEY SHALL BE 25% OF THE
CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-12 INCHES INTO THE FIRST POUR
OF CONCRETE.
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 'STANDARD SPECIFICATION
FOR CONCRETE CURING" AND ACI 30SR'GUIDE TO CURING CONCRETE'.
FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATIVE.
2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES
FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A
MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF.
3, SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.
FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE
SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING
BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER
COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE
CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE.
4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.O.
5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED
OTHERWISE ON THE DRAWINGS.
6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE
WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING
EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE INSPECTED BY THE
GEOTECHNICAL ENGINEER TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK
BACKFILLING:
1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS. OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED.
3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES.
MASONRY NOTES:
CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI S30, "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 530.1 "SPECIFICATIONS FOR MASONRY STRUCTURES.'
CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Fm = 1,5W PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY
BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENT/LIME OR MASONRY CEMENT FOR MORTAR.
GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSI.
STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.
VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS
NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH (1)45 CONTINUOUS VERTICAL REINFORCING BARS..
HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP
SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125%
OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM
DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES,
BAR SIZE
LAP SPLICE LENGTH
BEND DIAMETER
ACI HOOK
#4
20'
3•
IV
#5
25"
3-3/4'
10'
- #6
34'-
4-1/2'
11'
MASONRY NOTES (CONTINUED):
10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING.
11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW
LIFT GROUTING' OR "HIGH LIFT GROUTING' AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING
FOR CONCRETE MASONRY WALLS AND ACI 530(ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROUT SHALL BE KEYED 41NCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH PM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-4B -"BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION'
WOOD FRAMING NOTES:
1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE'NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.- (NDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION.- AND
SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
PLYWOOD.'
3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO -VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS'.
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/2' DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH T EMBEDMENT,
4" (MINIMUM) AND 12- (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE, WITH NUT AND 3'x3"4.229" WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING = 7-0" O.C.
REFER TO 'PRE -APPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2' ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7, STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
Fe= 875 PSI Fo, = 425 PSI Fr = 450 PSI F�= 1150 PSI FW = 135 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (8)-0.162"x2-1/2- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES:
Fa= 1100 PSI FG= 565 PSI FT= 675 PSI F�= 1450 PSI F,= 175 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MKWAXLAM LVL PARALLAM PSL [h TIMBERSTRAND LSL
E = 2000 KSI E = 1800 KSI E = 1300 KSI
FB = 2600 PSI FB = 2400 PSI Fa = 1700 PSI
(•) -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 F IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 4&/24 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.131'x2-1/2' COMMON NAILS AT 61NCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
I I.FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON
DRAWINGS.
12.FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.O ON DRAWINGS:
WINDSPEED OF
<= 140 EXP. C
WALL HEIGHT
8FT
9FT
10FT
STUD
SIZE
HEADER SPAN
IT
4
1J/1K
1J/1K
1J/iK
6
1J/1K
1J/1K
1J/2K
8
1J/1K
1J/2K
1J/3K
10
1J/2K
1J/2K
1J/4K
2x4
12
1J/2K
1J/3K
1J/4K
14
1J/2K
1J/4K
ENG
16
1J/3K
1J/4K
ENG
18
1J/3K
ENG
ENG
WINDSPEED OF
<= 140 EXP. C
WALL HEIGHT
8FT
9FT
10FT
STUD
SIZE
HEADER SPAN
IT
4
1J/1K
1J/1K
1J/1K
6
1J/1K
1J/1K
1J/1K
8
1J/1K
1J/1K
1J/1K
10
1J/1K
1J/1K
1J/1K
2x6
12
iJ/1K
1J/1K
iJ/1K
14
1J/1K
1J/1K
1J/1K
16
1J/1K
1J/1K
1J/1K
18
1J/1K
1J/1K
1J/1K
13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MIN.) @ 24" O.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDERIBEAM PLY COUNT WITHIN 1/2- TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDERIBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1).
17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
CONFORM TO ASTM D 5055.
JURISDICTION SPECIFIC NOTES:
1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
BALCONIES A 12' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTTTIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS, WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF
TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED
LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER.
2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE
DESIGN CRITERIA NOTES SECTION.
3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES
FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE
THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFTAATERAL LOADS IMPOSED
4, TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS
AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS.
5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES,
SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC.
6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS,
ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN
OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC
ACCESS SIZE AND LOCATIONS.
7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS, PARAPETS, VALLEY FRAMING,
UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
S. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
i. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36' LG.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMBOND BEAM. COMPLETE
GROUTING OF WALL.
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5
REBAR (32" LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE. PLACING A HOOKED BAR WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
I ITO CONCRETE.*
A 1/2'x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6' MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2" THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND
7-12' MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 12" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
INTO GROUT FIUJED MASONRY (GFCMLA:
A 1/74" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8"
O.C. REPLACES A 12" DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 6-0" O.C.; LIKEWISE A
1/2'x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2-8"
O.C. REPLACES A 1/2 - DIAMETER ANCHOR BOLT WITH T EMBEDMENT ATV-0- O.C..
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
<140
6-)'
140
1'-9
150
V-3-
NOTES:
1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
INSTALLED VERTICALLY ATTACHED TO STUD
4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO -MISSED TRUSS STRAP REPAIR' DETAIL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-12' FROM
THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN
1-12", INSTALL NEW ANCHORS.
5. MASONRY WALL OVERHANGING SLAB
BLACK OVERHANG REPAIR
< 5/8" NO REPAIR REQ'D
5/8" < OVERHANG < 1-12' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>1-12' CONTACT ENGINEER OF RECORD FOR REPAIR
6, NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH
GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS;
OR WHEN A HOLE IS DRILLEDBORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM
HOLEINOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4'X1-12" SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2--#"-SDS3 WITH (12)-1/4-X3- SDS SCREWS, WHERE
'#' CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP PLATES: A HOLE CUT OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS
REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS
COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE
REQUIRED REPAIR IS A GALVANIZED I &GAUGE METAL TIE THAT IS AT LEAST 1-12' WADE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
000 Fieldstone
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C.O.A.# ARCHITECURE:
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AA26002802
C.O.E.# ENGINEERIN
No.
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O IBRAHEM ELAYEB, PE
:--.a
P.E.# 91476
■ BENJAMIN NIESE, PE
.0 STATE OF
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P.E.# 86025
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05/15/2024
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3400 Auburn Rd
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+1 248.622.4035
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12906 Tampa Oaks Blvd.
Suite 150
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+1 813.466.3310
www.Neldstoneae.com
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SHEET NAME
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PLAN BASIC WIND SPEED CORNER SPLICE: SPLICE EA. SIDE. SAME
ANCHOR BOLTS OR STRAPS, 2x FRAME WALL w/ P.T. PER GEN NOTES PROVIDE CONT. STEEL
SEE GENERAL NOTES, U.N.O. SILL PLATE, PER PLAN EPDXYE, SIZE PER , SIZE AS CON7. FTG. STEEL
-3/4- MIN.O. PFA PLAN POST REINF. BARS BENT ATCONC SLAB PER PIAN <=1,0 MPH > 140 MPHSIZECORNERS TOCOMPLYFINISH GRADENC. SLAB 4x4 ABW44Z ABU442 /THE INTENT OF THE R PIAN BUILDING CODEsx6 ABWLiBZ ABU66Z REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN NUMBER A CORNER
w ANCHOR TYPE SELECTION =BARS EQUALS NUMBER
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O0O Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERIN=�
29349
D IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/15/2024
DATE
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3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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FOUNDATION PLAN - ELEV. "J"
SCALE I/r-I-V
NOTES:
1. 3 1/7 CONCRETE SLAB ON GRADE OVER VAPOR BARRIER
2. REFERENCE FINISHED FLOOR ELEVATION = 01-V
3. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES
ORO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/15/2024
DATE
No.8
�Q STATE OF
.!�40RIDP' Qr�
$S�a cafieEs
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET #
S 1 . 1 ji_
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16070 OHGD
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SCALE: 1/4"=1'.0"—.—.— —.
NOTES:
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O@O Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
D IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/15/2024
DATE
UWL AND BOND BEAM LEGEND
1. BOND BEAM IS TO BE 8" KNOCKOUT BLOCK
WITH #5 BAR GROUTED SOLID, CONTINUOUS
AROUND PERIMETER OF STRUCTURE
2. MINIMUM 4" NOMINAL BEARING PER END @
LINTELS OR AS REQUIRED BY MANUR
3, LINTELS WITH A CLEAR SPAN LONGER THAN
12'-4" SHALL BE PRESTRESSED.
4. BOND BEAM ELEV = 9-4" U.N.O.
5. GARAGE DOOR LINTEL HEIGHT MAY RAVE
TOLERANCE OF +/- 4" FOR ALL LINTELS 28"
OR GREATER
TYPE DESIGNATION
F = FILLED WITH GROUT / U = UNFILLED
r QUANTITY OF #5 REBAR AT
+ BOTTOM OF LINTEL CAVITY
$F1 �-1 B/1 T
iL L QUANTITY OF 05 REBAR AT TOP
NOMINAL HEIGHT
NOMINAL WIDTH
15 REBAR AT TOP
MIN, 11) REQD
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7-518" ACTUAL
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3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
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Suite 150
Tampa, FL 33637
+ 1 813.466, 3310
www.fieldstoneae.com
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OHO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
i
C.O.E.# ENGINEERING:
No. =_
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
%�O STATE OF
■ BENJAMIN NIESE, PE
'
P.E.# 86025
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3400 Aubum Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstorpeae.com
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THA..
LOCATION OF
(2) MTS16 TO (4)2x4 BUILT UP PLUMBING DROPS (@
COLUMN, DTT2Z w/ (8) 1/4'x1 (TYPICAL) M3
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SCALE: 1/4'=1'-0'
NOTES:
1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG 54.1 FOR ROOF SHEATHING REQUIREMENTS
(2)HETA16
w/(12)16d
(2)HTS16 TO (2)2x4 BUII
COLUMN. OTT2Z @ BA!
COLUMN w/ (8) 1/4'x1-1
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SEE R60/S4.1
ROOF FRAMING PLAN ELEV. "J"
SCALE: 1/4'=V T
NOTES:
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2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
OHO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
❑ IBRAHEM ELAYEB, PE6
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/ 15/2024
DATE
TRUSS NOTES
UNLESS OTHERWISE NOTED ON PLANS:
1. ALL TRUSS STRAPS TO MASONRY ARE TO
BE META16.
2, ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H10A. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.5A TO BE USED TO MULTI -PLY TRUSS,
(1) EACH SIDE w/8d NAILS MIN. SIMPSON
H2.5A MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL w/Bd MIN.
3. ILO TYP METAL TRUSS CONNECTORS,
FRAME SCREWS MAY BE USED AT
CONTRACTOR OPTION PER THE
FOLLOWING:
A) TRUSS TO TOP PLATE TO BE (2)
SIMPSON SDWC756W
B) MULTI -PLY TRUSS REQUIRE (2)
SDWC15600 AT EA. PLY
C) (1) SDWCI5600 SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DBL TWIST STRAP TRUSS
CONNECTIONS(LTS/MiSMTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISCWMER
Fnw P1 AN$ FIELDSTONE AE IS NOT
ACTED TO PERFORM TRUSS REVIEW
CONTRACTOR IS RESPONSIBLE TO
THE DIRECT COMPLIANCE OF TRUSS
ACTURER LAYOUT TO THESE
IGS & VERIFY ALL TRUSS
CTORS ARE SUFFICIENT TO
'AND THE UPLIFTIATERAL LOADS
D.
TRUSS CONNECTOR SHOWN IN THESE
IGS CAPACITY HAS BEEN EXCEEDED.
USS MANUFACTURER SHALL NOTIFY
GINEER OF RECORD IMMEDIATELY
16 TO (2)2x4 BUILT UP
AN. DTT2Z @ BASE OF
AN w/ (8) 1/4"x1-1/2" SDS
ATR ACROSS FLOOR &
3 EPDXIED TO TOP OF
VALL, MIN, 12" EMBED.
SO/S4.1
;16 TO (2)2x4 BUILT UP
MN. DTT2Z @ BASE OF
VIN w/ (8) 1/4"-1/2' SDS
ATR ACROSS FLOOR &
G EPDXIED TO TOP OF
NALL, MIN. ITEMBED.
60/S4.1
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,���Sis�ONAL
x
�!-'E�
Fo�oREa-oE�m�o_
2j5
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Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET #
S3.1 J
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STRUCTURAL SHEATHING, SEE PLAN AND
DETAILS FOR ATTACHMENT REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING
PRE-ENGINEEREDPRE-ENGINEERAND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS
1 1n' WOOD TRUSSES DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT
PROFILE INFORMATION. (.e. HEEL
AT 24' O.C. MAX. HEIGHTS. SLOPE OVERHANGS) PRE-ENGINEERED
-OR- WOOD TRUSSES
2x BLOCKING AT 2x RIBBON BOARD ;ry AT 24' O.C. MAX.
ATTACHED TO TRUSS
SHEATHING EDGES w/ 13) - - OU -
8tl NAILS INTO TRUSS w/ (3) IOd NAILS, 24'
CONTINUOUS O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOARD
STRUCTURAL SHEATHING SPACING SHEATHING EDGES W/ (3) Sd ATTACHED TO TRUSS w/
NAIL PER TYPICAL CONTINUOUS STRUCTURAL NAILS INTO TRUSS (3) 10d NAILS, 2P O.C.
SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL CENTER MAX. SPACING
TYPICAL SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL
TYPICAL TRUSS iYPICALTRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER
ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 91/4- ANCHOR PER PLAN TYPICAL SHEATHING DETAIL
FRAMING PER PLAN FRAMING
NOREFER
DETAIL AT TRUSS HEEL PER PLAN
> 91µ'
RR 70 ARCHITECTURAL DRAWINGSAND/OR TRUSS MANUFACTURER DRAWINGS FOR
SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING,
STRUCTURAL SHEATHING, SEE SEE PLAN AND DETAILS FOR
PLAN AND DETAILS FOR ATTACHMENT
ATTACHMENT PRE-ENGINEERED WOOD
PRE-ENGINEERED WOOD TRUSSES AT 24. O.C. MAX.
TRUSSES AT 24' O.C. MAX TRUSS ANCHOR PER PLAN
TRUSS ANCHOR FRAMING PER PLAN
PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL
.a FASCIA, (SEE ARCH DWGS) O SHEATHING NAIL PER
TYPICAL SHEATHING DETAIL i
BOND BEAM
PER PLAN DETAIL AT TYPICAL TRUSS w/HEEL < 91/4'
DETAIL AT TYPICAL TRUSS
w/ HEEL < 91/4' M
FF" TM ON Ir�ASONRY 11/01/2023I i1VL717liIT BVM7LAR11 11/01/2023 SRTV LT1LMWON FT1/ LNG 11101/2023nv l.
NOT TO SCALE RWM-010 RW W-020
ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL
BELOW USING ONE OF THE BELOW METHODS. ONE FU L
OPTION MAST BE USED FOR CONTINUOUS LOAD PATH:
a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT
SIEAT 40 INTO DOUBLE TOP PLATES EXT.
SHEATHING IS CONTINUOUS AND MALL TRANSFER
COMBINED SHEAR L UPLIFT.
C. INSTALL TYPM.AL TRUSS CONNECTOR FROM TRUSS TO
TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY
INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS ® EA
STUD. ERR. SHEATHING IS CONTINUOUS AND WILL
TRANSFER COMBINED SHEAR L UPLIFT.
C. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP
PLATE. EXT SHEAu LNG LS CONTINUOUS AND WILL
4` 14 HM4`-14°
\`III///
22 1/7
tUSS OR I,T-�Q OPrI
30FTER
WCI56DO
OVERFUWGERHANGPEAPLANRPION'
SMILE 80WQ CO/ KKWAT10N A SINGLE SDWC: COFFIGIURATION B
(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
INTO TRUSS/RAFTER INTO TRUSS/RAFTER
TRUSS OR
RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
3/4'
1/1' (2) SDWC15600 (2) SDWC1560D (2) SDWC156DO
m m m m m m
3' OVERHANG OVERHANG OVERHANG
+/- 1µ- PER PLAN PER PLAN PER PLAN
3µ'.1 1/4' 3/4'.1 1/4' 1/2'-1' 117.1' 1/2'-7/8' 1/T-7/8'
Y O DOUBLE 8DWC: DOUBLE 8DWC.` CONFIGURATION B DOUBLE 80WO CONFIGURATION D
11 2:2 -25' CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH
22*1112� 1/7(TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSSURAFTER INTO TOP PLATE
OPTIMAL OPTIMAL INSTALL THROUGH TOP TRUSSIRAFTER
p TM ryy �p� T/�p PLATE
�/�p�M/ /yTL����/P�LAL/TTEE INTO TRUSSAAFTER
1 f7V WJTIIY I LR 1 V DOI/OLC TOP PLATE 1T/TO CONNEC T MFT 11/01/2023
CONTINUOUS CONT. 2X4 (MIN) w/ STRUCTURAL
STRUCTURAL (2) 1Od NAILS SHEATHING PER PLAN
2X4 BLOCKING AT 2'-0' STRUCTURAL SHEATHING, SHEATHING, SEE
O.C. w/ 12) 120 TOENAILS (SEE PLAN FOR ATfPLANFOR 2X4 OUTRIOGER AT 24' O.C. RE -OD AT
EA. END TO TRUSS ATTACHMENT) OVERHANGS GREATER THAN 15'.
1 Od TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO
PRE-ENGINEERED (21 A35 @ FA. '
8' O.C. TRUSS TO w/ TW TRUSS CONNECTOR PER PLAN TRUSS w/ (3)10d
TRUSSES AT 24' O.C. HORIZONTAL BRACE,
BOND BEAM PER TOP PLATE ONE EA. SIDE TOENAILS
PLAN AND SCHEDULE WALL FRAMING ALONG TOP PLATE STRUCTURAL DROPPED TOP GABLE W/ OUTRIGGERS
SHEATHING PER PLAN PER PLAN SHEATHING PER PLAN
0' CMU WALL, SEE WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN) w/ REOD AT 170 MPH OR CATER
PLAN FOR VERT. REINS. METAI6 AT BLOCKING SHEATHING EDGE (2) 1 Od NAILS
EDGE NAILING
IN LIEU OF BLOCKING AND W (2) 1Dd @ EA.
EDGE NAILING SHOWN END TO ADJACENT 2X4 UDDER FRAMING AT
WAI 1 nnANLIP /aT LWI Dn/� M WALL
WITHIN THE GABLE, IT ISTRUWED 24' O.0 REOU ATJA-A�
;ANC110n
CKING AS BEWARED
/YL DMING @ IMrDf1N CAI WALL tl�/Ir�+l n-/TI y 11/01/2023 ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15'R BRACING BY TRUSS
RO7 CHORD NAILING ATTACH TO TRUSS TOPNUFACTURER.
'EDGE NAIL SPACING USE
PERMANENT TRUSS
NOT TO SCALE RWM-070 BOTTOM CHORD OF TRUSS AS SHOWN) CHORD wl (2) 18d NAILS
TO TRANSFER LOAD. AT 1 B' O.0BRACING PER TRUSS
2X4 BLOCKING @ E REQUIRED MANUFACTURER Q 10-0'
TOENAIL GABLE TRUSS w
STRUCTURAL SHEATHING EDGE w/ VERTICAL WEBS ASACING PER TRUSS MAX. SPACING.
SHEATHING PER PLAN EDGE NAILING (2) 10tl @ EA END NOTED IN THENUFACTURER W ADDITIONAL FLAT 2X4
SHEATHING TO ADJACENT STUD FRAMING SHEET, BSCI REO'NMTS)WITH BLOCKING
PRE-ENGINEERED SRJC®SIFATNNp TRUSS NOTESEXTENDING A MINOF (3)
TRUSSES AT 24'OC. TRUSS BAYS PLACED
TRUSS STRAP PEA PUN (3) 1Od NAILS Q (3) 10d NAILS Q TRUSS �EA. TRUSS CHORD EA. TRUSS CHORD (RESULTING IN 5'-0' MAX.NAIL BOTTOM CHX8 PT PLATE w/ 1/T DNA. x IT OVERALL BRACING)
OF GABLE TRUSOLTS @ 4'-0'O C MAT( W/ 31
12d§ AT 4.O.C. S AND T EMBED. NOTCH HORIZONTAL 2x
EXTERIOR ERIOR A35 A35 MASONRYAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN
SHEATHING PEA PLAN �• WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF
SEE PLAN FOR FRAMING TO
8' CMU WALL, A -A A -A (L4AS0N/i1T ATTACHMENT OF ALL OR RAKED BEAM PER PLAN. FOR RAND PERMANENT BRACING
SEE
VERPLAN FOR -- BEAM [ VAND AULTED CONDITION, SEE PLAN w/ l Otl @ 4. O.C.
O- STRUCTURALSHEATHING.
B END T
SR08NOT@POMDICUi tAli&%'WALLPION$HEAR)
„/B,/2023 RO9 GAIF RUSS AAgNG DETAIL „/D,/2D23
TO SCALE RWM Ow RWM-D90
'X' = 10%
HOUSE WIDTH
0 ��f
T 111��i 2
c _
RIDGE
_GABLEEND
'X' = 1D%
HOUSE WIDTH �(*
—G �3
RIDGE
0
GABLE END
BOSTON HIP QAg�
'X' = 10%
HOUSE WIDTH
Cl)
ROOF SHEATHING
NAILS
ROOF FASTENING ZONES
Bd RING
SHANK
0.1 13' x 2-aAr
1
1 2
1 3
7/19' SPAN RATED SHEATHING
OR
TILE: 15/32' SPAN RATED SHEATHING
OR
METAL: 15132' SPAN RATED SHEATHING
PANEL EDGES @ SUPPORTS (1)
W O C.
6' O C.
4' O.C.
PANEL FIELD (1)
6. O.O.
6. O.C.
W O C.
NOTES:
1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL
2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES,
3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION 7G OFFSET FROM ROOF EDGE.
30 WIDE HOUSE = Y ZONE. 40' WIDE HOUSE = 4' ZONE, 50 WIDE HOUSE = V ZONE, 60 WIDE HOUSE = B ZONE
(8) 10d NAILS
EA.STRAP
/ ENGINEERED WOOD ROOF
TRUSS AT 24' O.C. MAX.
WHEN QUANTITY OF MISSED TRUSS
STRAPS MISSED EXCEEDS (5)
CONSECUTIVE LOCATIONS. INSTALL
HGAM10KTA w (4)-1µ6x2-314' MASONRY
SCREWS TO TOP OF WALL 8
(4)-1/4'xl-1/T SDS SCREWS TO TRUSS
TO AFFECTED MISSED TRUSSES
TYPICAL CMU WALL
(1) SIMPSON HTSM16 (OR
APPROVED EQUAL)AT
EA. MISSED LOCATION
(4) 1/4'0 x 2 114'
MASONRY SCREWS
AT EA. STRAP
CONDITIONS OF USE:
1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,110 bs. UPLIFT
2. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS.
IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR
ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION.
8MMEATHI"GATT"Off DVWII/LII (MAXIMUM OF150MPH EXPC)II/01/2023 R13 �MTMST��AIR
11/01/2023
RWG-110 NOT TO SCALE RZ-130
RWW.030
VALLEY SET
TRUSSES @ 24' O.C. VALLEY SET
MIN. 9' LONG 20
TRUSSES @
GA. FLAT STRAP
24' O.C.
w/(6)16d
SHEATHING
SHEATHING
PER PLAN
PER PLAN
2%4 BLOCKING
UNDER TRUSS
ENDS, NAIL TO
TRUSS CHORDS
(1) SDWC15600
/ (3) 10d EA
TRUSS SCREW
END.
TO EVERY
OR
TRUSS BELOW
/
VALLEY SET
TRUSSES Q 24- O.C.
SHEATHING
PER PLAN
2X4 PURLIN @ EA. VALLEY
TRUSS. NAIL TO COMMON
TRUSS w/ (3) 16d GUN NAILS
BOTTOM CHORD OF VALLEY
TRUSS NAILED TO PURUN w/
I Od GUN NAIL @ S' OC.
�1T= VALLEY SET OVER FWE 1110112023r1Ua7 VALL � 00 FTYYIIE 1110112023
NO7 TO SCALE RZOOD
STRUCTURAL TYP TRUSS
SHEATHING PER PLAN
2X4 LADDER FRAMING AT 24-
2X4 BLOCKING AT DIAGONALS ONLY. ATTACK AT EA END W/
CONNECTOR
O.C. REO'D AT OVERHANGS
(2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' O.C.
CONT. 2141 w/ (2) PER PLAN
GREATER THAN 12', ATTACH TO
w/ MIN. Sd NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
12d NAILS
TRUSS TOP CHORD w/ (2) 16d
WHEN SECOND BRACE IS REWIRED,
NAILS AT 24' O.C.
NAIL TO OPPOSITE SIDE OF BLOCKING.
SEE REQUIRED
BRACING PER TRUSS
STRUCTURAL
1. AT VERTICALS 3'-e' TO 6'-6' USE ONE 2X4'L' BACK.
MANUFACTURER
SHEATHING
PER PLAN
2. AT VERTICALS OVER 6'-6' TO Ir-C USE (2) 2X4 7' BACKS (1
EA. SIDE) (OR FRAME PER CASE 3 BELOW).
ALT. OUTLOOKER FRAMING
3. AT VERTICALS OVER 8.4' TO 13Ar USE ONE 2XII V BACK
(REO'D AT 170MPH OR GREATER)
AND AN ADDITIONAL DIAGONAL BRACE IS REWIRED AT THE
PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
3
RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
CONT. 2X4 w/ (2) 12d NAILS
BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12d's AT EA.
STRUCTURAL SHEATHING
SEE PLAN FOR
END. IN ADDITION TO THE SECOND DIAGONAL, A
STRONGSACK IS ALSO REWIRED AT THESE VERTICALS AND
PRE-ENGINEERED WOOD
ATTACHMENT OF
MUST BE ATTACHED TO EA. T.' BACK WITH (2) 12ds AND ONE
TRUSSES AT 74r O.C. MAX.
ALL STRUCTURAL
SHEATHING.
SIMPSON HS OR ONE USP FITS CONNECTOR.
FASCIA
SIDE NAIL ALL'L' BACKS AND STRONGBACKS w/ 12ds AT e'
(SEE ARCH. DWG.)
2xSHTG.
O.C. NOTCH'L' BACKS AT TOP AND BOTTOM.
BLOCKING
TRUSS ANCHOR PRE-ENGINEERED WOOD
PER PLAN TRUSSES AT 7-0. O.C.
MAX.
CMU WALL PER PLAN FASCIA (SEE ARCH.
DRAWINGS)
SHEATHING PER PLAN
TRUSS ANCHOR
PER PLAN
FRAMING PER PLAN
PARTIAL WOOD BEARING
R 1 o DUTCH HIP TRUSS BWNG DETAIL (BOSTON HIP) 11/0112023
` m caac.n.a ww RWM-100
�M, � 1USONRY rtwacmrt
11.IT
�OYBf#Y®81HE911110 8 EMWTAL
OHO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERIN No.
29349 -
D IBRAHEM ELAYEB, PE�`
P.E.# 9147E
■ BENJAMIN NIESE PE %�O STATE OF ���
P.E.# 86025 �i�� •••.40RIOP • 'G�?`
05/15/2024 SS/ONA` `�.
DATE
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Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www. tlelds toneae. com
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DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
DETAILS -
ROOF
SHEET #
S4.1_
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PANEL EDGE
FIELD
BLOCKING
REQUIRED (MIN.)
SIZE
I
NAILING
SPACING
REQUIRED
7/1 S'
9d
3.O.C.
1Y O.C.
ALL EDGES
SHEATHING
PANEL EDGE NAILING
NOTE: PROVIDE BLOCKING
AT ALL SHEATHING EDGES S
3/8'
'• STRUCTURAL
SHEATHING
SINGLE NAIL EDGE SPACING
Zr INS
ti
DOUBLE NAIL EDGE SPACING
STUD SPACING 2X4 BLOCKING
PER PLAN SHEATHING SPLICE - SAME
NAILING THICKNESS AND STRENGTH AXIS
PER PLAN ORIENTATION AS WALL SHEATHING
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PANEL EDGE
FIELD
BLOCKING
REQUIRED (MIN.)
SIZE
NAILING
SPACING
REOUIRED
7n 8'
Bd
3. O.C.
1YO.C.
ALL EDGES
SHEATHING
111 S
STRUCTURAL SHEATHING
3/8'
FIELD NAILING,
TVP.
SINGE NAIL
I
EDGE SPACING
PANELEDGE
NAILING
1TYPLCAL SHLaTHNG DETAIL 11/012023 �1N/1oLL END SHFATHNG DETAIL 11/0112023
rrvc ._
NO7 TO SCALE WGW-01D NOT TO SCALE WGG-020
PRE-ENGINEERED TRUSS PER MANUF @ 24.O.C. MAX;
ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN)
(6) 0.148'x3' FACE NAILS THRU KING
STUD TO HEADER (MIN. 3 EA PLY.)
uF:encR RroeP RFrruArr PFn rea F
ULT BASIC
WIND SPEED
HDR MAX
CUR SPAN
STRAP
REQ'MNT
<14OMPH
4FT
LSTAis
<140 MPH
9 FT
MSTC28
<780 MPH
5 FT
MSTA24
(2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @
9' O.C. ALTERNATING SIDE OF THE
WALL FROM TOP PLATES INTO RAISED
HEADER BELOW OVER OPNG, TYP.
TYP TRUSS -TO -TOP PLATE
CONNECTOR PER PLAN
HEADER PER PLAN, 12) PLY,
MIN. ADDITIONAL JACKWNG
STUD CONNECTOR
REQUIREMENTS PER PLAN.
EDGE NAIL SHEATHING AROUND OPNG
PER TOP SHEATHI ETAIL REQMNTS
♦ OF JACK STUD BELOW WINDOW
SHEATHING PER PLAN PER PLAN OR OPNGS PER PLAN; OMIT AT
AT FOUNDATION CONDITION - HOLD GENERAL NOTES DOOR OPNGS. TYP.
DOWN REQUIREMENT PER TABLE: _Ti - TT
ULT BASIC HDR MAX HDR -O'MNT
WIND SPEED CLR SPAN AT 2-STORY FLR-TO-"
DTT2Z w/ IS)-1/4'x1-12• CONDITIONS (IF APPLIES):
<140 MPH 4 FT 81/YxB TREK HD*
<740 MPH EFT FIKINTT4 w&618 O.1 tB'xt-1?TO _
- KING a 5/e'xs' TrrEN HMO• - - - - —
< ISO MPH 5FT DTT2Z w/(8).1/4-A-12'
612W TITFN HD*
O2x STUDS, SPACING PER
PLANNOTES TYP. U.NQ. STD HEADER CONFIGURATION
(VIEWED FROM INTERIOR)
a • A7 CRAWL/BASEMENT CONDITION, TITEN HD SHALL BE SUBSTITI FOR ATR
OF SAME DIAMETER DRILL S EPDXY 6' MIN EMBED TO FOUNDATION WALL
ATYPICAL OPENING @ BEARING WAIL
I"-cx I--
(6) 0.146'x3' FACE NAILS
THRU KING STUD TO
HEADER (MIN. 3 EA PLY.)
HFAIIFR RTRAP RFf NT PCR TART F
ULT BASIC
WIND SPEED
HDR MAX
OUR SPAN
STRAP
REO'MNT
<140 MPH
♦ FT
LSTA18
<140 MPH
9 FT
MSTC28
<160 MPH
1 5 FT
MSTA24
ULT BASIC
WIND SPEED
HOF MAX
CLR SPAN
HD REO'MNT
<140 MPH
4 FT
CS16x4W LG.
<140 MPH
SIFT
(2) CSl6x4W LG.•
<150 MPH
5 FT
CS16x48' LG.
• APPLY (1) STRAP TO JACK STUD W/
HDR STRAP A (1) STRAP TO KING STUD
(FLJCCD) 11/012023
WGW-050
INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE: DOUBLE 2x TOP TOP PLATE CONNECTOR,
1x CUSTOM P.T. R UCKTO 81 OR GREATER BLOCK TO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE
ix WOOD MASONRY MASONRY MID SPAN BLOCKING ONE):
I P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 BETWEEN EACH a. (1) SPH4 @ 2X4 WALLS
ATTACH w/ T NAILS @ 4' 114' = 1/4'W MASONRY STUD, U.N.O. (1) SPH6 @ 2X6 WALLS
ATTACH FROM ENDS AND 1 Y O.C. SCREWS @ 4' FROM ENDS GARAGE DOOR AND
b. (2) H2.SA (ONE EA SIDE OF
WINDOW PER REMAINDER, ATTACH AND ITO.C. REMAINDER. TRACK, INSTALLED PER BOTTOM PLATE CONNECTORS. PLATE)
FLORIDA WINDOW THRU BUCK INTO w/ 1 1/4' EMBEDMENT MANUFACTURERS SPACING PER PLAN (CHOOSE ONE): c. (1) SP2
PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. a. (1) SPH4 @ 2X4 WALLS d. (2) SDWC15600
g1"INI N' TRL PRODUCT APPROVAL (1) SPHS @ 2X6 WALLS e. STRUCTURAL SHEATHING 6
FINISH PER ELEVATION b. (2) H2.5A (ONE EA SIDE OF PLATE) NAILING PER PLAN
TO WOOD BUCK ANCHORED
c. (2) SP1 (ONE EA SIDE OF PLATE) SHEATHING PER PLAN
TO CMU wl 1/Y x 6' L• BOLTS d. 13) STRUCTURAL
SCREWS 2x STUDS AT 16' O.C.
OR 5/8' x 6' SIMPSON TttEN e. STRUCTURAL SHEATHING 6 2x BOTTOM PLATE
HE'S w/ ?WASHERS AT 24' "LING PER PLAN PER
1pL ��r PER PLAN
ATYPICAL WINDOW ATTACHMENT DETAIL 12 172021 O.C. 8 WITHIN 6 OF TOP AND ` I N BFMNG WALL W/ WUF I 8/27/2021
v W - FRAME TO BUCK BOTTOM, OR (2I ROWS OF 1/4' / 1
NQITTG SCALE WGM-140 TO MASONRY x 3' MASONRY SCREWS @ 12. rr I v WGW-105
O.C. STAGGER ROWS Ir
EXTERIOR CMU WALL
WOOD BUCK ATTACHMENT:
INT. FINISH 1/4'DRIVE-IN ANCHOR
� 2L OR GREATER BIICIL TO 111180NM
1x WOOD BUILT-UP THICKNESS < 21/4' = 1/4'x4' DOUBLE 2x TOP PLATE
STRUCTURAL SHEATHING ZX FRAME WALL w/ P.T. 2x P.T. BLOCK MASONRY SCREWS @ 4' FROM ENDS TRACK,IIN TAILED PER
8 ATTACHMENT PER PLAN SILL PLATE, PER PLAN AND 1Y O.C. REMAINDER w/ 1 1/4' MANUFACTURERS MID SPAN BLOCKING BETWEEN 2x STUDS SPACING
ANCHOR BOLTS OR STRAPS, ATTACH DOOR PER EMBEDMENT SPECIFICATIONS. EACH STUD AT FRAME WALLS PER GENERAL NOTES
SEE GENERAL NOTES, U.N.O. FLORIDA PRODUCT w/ PLATE HEIGHT 9<' OR
APPROVAL ALTERNATE: TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN
. ` r ■ %MM
H1x CUSTOM PF a" TO MASONRY 1/Y x 2 1 /4' HILT] SLEEVE
MATCH FRAME WIDTH, ATTACH w/ T O� �O ANCHOROR EQUAL MIN. 1 1/YO 'CMUWALL,F30ND BEAMBRICK NAILS @ 4'FROM ENDS AND 1YO.C. j- EMBED INTO MASONRY (1) PERTTOMPLATE SHEATHING
AVERT. REINF. PER PLAN MOLD REMAINDER. ATTACH DOOR THRU ETO BRACKET MATCHING WALL W DTHPER PLAN
FINISH PER BUCK INTO MASONRY PER FLORIDAELEVATION PRODUCT APPROVAL � MASONRY 0 ,.R� . T '^ pL L�r
1 FRAME WALL ON MASONRY WALL 11/01/2023 81140-�TOSCALE
TYPILAL DOOR ATTACHMENT DETAIL 11/01no23 TYPICAL GARAGE DOOR ATTACHMENT 11/01/2023 �LM BEIYVNG W� Wry UR R 11/01/2023
NOT TO SCALE WGM-121 WGM-150 `JNOT TO SCALE WGM-160 \� w WGW-111
EXT. WALL
PER PLAN
2X4 BLOCKING @ 24' O.C.
NAILED BETWEEN STUDS
w/ (2) 1 Od NAILS EACH END
INT. WALL
PER PLAN
(2) 1DO NAILS EN
STUD TO EA, BLI
2X4 DBL.
TOP PLATE
BLOCKING
JSH WITH:
FACE THAT
4DJACENT'
7MSECTING
INTERSEC'
VALL BEYOR
PARTY OR
(TERIOR WI
SILL PLATE
EN IN CON1
CONCRE'
SHEATHING
PER PLAN
2x STUDS @
16'OC
END STUD
TO FLAT
STUD w/
�0.16y�2kp3-�1/Y
�kP4PIR
2x STUD STRUCTURAL
PARALLEL TO SHEATHING
CO'OIJD PER PUN
TOW61
STUD w/
R
���I0,6Yx3-1/2'
CA P"FUMER 7/1612021
OT TO SCALE WGW-180
TO BOND SEAM
PER PLAN
COMMON WALL. 0a
(TYP.) 8 x 8 x 16 CMU
WEAVE BLOCK COURSES EVERY
OTHER BLOCK (TYP.) @ EVERY
BLOCK TEE INTERSECTION REBAR PER
7 0 PAN
#5 REBAR. CONT.
IN BOND SEAN
BOND SEAM
PEP PLAN
#5 REBAR HOOKED
DOWEL
#5 RESAR VERTIC IL
IN SOLID FINED
CELLS, (SEE PLAN)
#5 REW HOOKED
3' a 5' CLEAN OUT AT
ALL FILLED CELLS
SEE FOUNDATION RAN
AND DETAILS FOR
FOOTING REINFORCING
W19 TYWA FENFO C®FLOMLIETAL 11MI/20M
X NOT TO SCAIE WGA1190
W WALL CONNECTION TO EXT. WALL 2/2012022 TYPICAL CMU INTERSECTION DETAIL 11/01 /'2023
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WGW-1B7 NOT TO SCALE WGM-182
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(FOR INFORMATION BEYOND BRFAKUNE OR NOT SHOWN REFER
TO STD HDR CONFIGURATION)
l R IGH OPENING MITER LINTELS BY
BELOW FIELD CUTTING
#5 REBAR IN VERTICAL
GROUT FILLED CELL
#5 CORNER DOWELS INSIDE
AND OUTSIDE OF VERTICAL
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PRECAST UNTELS
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1110 DEG. CRNR DETAIL O COLUMN BEL 2/28/2022
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TOP OF HEADER AT
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HEIGHT PER PLAN
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ALT RAISED HEADER
END LENGTH CONTINUOUS DOUBLE
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STRAP
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END
LENGTH
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WALL
SHEET
S_4.2
2x KNEE WALL OR PRE£NG FLOOR
STRUCTURAL SHEATHING &
TRUSS, STUDS ® 24. O.C. w/
ATTACHMENT PER PLAN, CONT.
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TOP AND BOTTOM CHORD*
CONT. 2x PLATE w/ (2)16d
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WHERE EMBEDDED STRAPS
NAILS ® 16. O.C.
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FLOOR SHEATHING a
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PANEL EDGE NAILING
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2.4 BRACING MIN. V' W IN
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ATTACHMENT PER PLAN, CONT.
FLOOR SHEATHING 8 ATTACHMENT
THROUGH FLOOR SECTION...
PER GENERAL NOTES
7RUSSMOIS7
PANEL EDGE NAIUNG
PER PLAN
BEAWGIRDER PER PLAN
PANEL EDGE NAILING
••• NOTE: ILO CONT. WALL SHEATHING
SHEATHING PER INSTALL LSTA15 STRAP EA STUD,
PLAN CORNERS & FLANKING ALL OPENINGS.
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STRUCTURAL SHEATHING 8 WALL STUD
D (MAX. 16' O.C.)
ATTACHMENT PER PLAN,CONT. r STRUCTURAL SHEATHING
THROUGH FLOOR SECTION 1 & ATTACHMENT PER PLAN
2x FRAME WALL PER PLAN, CONT.
2x PLATE w/ (2)16d NAILS 0 16' O.C.
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
x�,l�l1l�F14
TRUSS PER PLAN PRE-ENG ROOF TRUSS PER
2x KNEE WALL OR MANUF.. STRAP PER PLAN
PRE-ENG TRUSS PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER
8' CMU WALL, BOND BEAM w/ 1 Od NAIL TO EA VERTICAL & TO
& VERT. REINF. PER PLAN BOTTOM PLATE/CHORD p Is- O.C.
• 'NOTE:
DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL
2x FRAME WALL PER PLAN. CONT. 2x
STRUCTURAL SHEATHING &
2x FRAME WALL PER PLAN, CONE.
2x FRAME WALL PER PLAN. CONT.
PLATE w/ (2)16d NAILS ® EA TRUSS
ATTACHMENT PER PLAN, CONT.
2x PLATE w/ (2)16d NAILS 0 16' O.C.
2x RIBBON w/ 12) tOd NAILS (� EA.
2x PLATE w/ (2)16d NAILS ®16' O.C.
FLOOR SHEATHING & ATTACHMENT
THROUGH FLOOR SECTION
PANEL FAGS RIBBON
FLOOR SHEATHING & ATTACHMENT
TRUSS
FLOOR SHEATHING & ATTACHMENT
LSTA12 ®EA. TRUSS VERTICAL.
PER GENERAL NOTES
(4) 1 SO NAILS RIBBON TO EA.
PER GENERAL NOTES
COUPLING NUT. OR THREADED
PER GENERAL NOTES
BEND ®BOTTOM PLATE
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FIELD FRAME 2X410NEE WALL
Bd NAILS 3.O.C. WALL
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STUDS ®24. O.C.. TOE NAIL
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TRUSS PER PLAN
METAI6 ANCHOR
LSTA15 ®EA. VERTICAL, BEND
SHEATHING
® EA. TRUSS
TRUSS PER PLAN w/ Iz,tOtl
TRUSS /JOIST PER PLAN
® BOTTOM OF TOP PLATE
OPER PLAN
-
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1/7 ALL -THREAD ® 37
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SHEATHING PER PLAN
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LGW-M
2. FRAME WALL PER PLAN,
STRUCTURAL SHEATHING &
2x FRAME WALL PER PLAN
CONT. 21 PLATE w/ (2)16d
ATTACHMENT PER PLAN, CONT,
NAILS La Is- O.C.
THROUGH FLOOR SECTION...
HOLD DOOM CONNECTION PER PLAN
FLOOR SHEATHING &
w/ ANCHOR BOLTS OR EPDXY ANCHOR
w/6' MIN. EMBED. (EXPANSION BOLTS
ATTACHMENT PER
ARE NOT ALLOWED)
GENERAL NOTES
TRUSS / JOIST
PANEL EDGE NAILING
2x BOTTOM PLATE PEA PLAN
PER PLAN
BEAM/GIRDER PER PLAN
2x BLOCKING @ EA. BAG.
SHEATHING
PER PLAN
PANEL EDGE NAILING
STUD PER PLAN AS SHOWN
•••NOTE:
_
PRE-ENGINEERED
ILO CONT. WALL SHEATHING INSTALL
TRUSS/JOIST PER PLAN
TRUSS/JOIST CONNECTION 70
ION
LS7A15 STRAP EA STUD, CORNERS &
W CMU WALL. BOND BEAM &
PER
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VERT REINF. PER PLAN
STRAP AT TOP OF BEAM/GIFIDER
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LGG-080
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STRUCTURAL SHEATHING & 2x4 LEDGER OR TRUSS TOP
CONT. 2x4 BLOCKINGILEDGER CHORD w/ (2)12d NNLS TO EA
STRUCTURAL SHEATHING 8 w/ (3)10d @ EA STUD &TOE ATTACHMENT PER PLAN, COOT. WALL STUD (MAX. 18' O.C.)
ATTACHMENT PER PLAN, CONT. THROUGH FLOOR SECTION
THROUGH FLOOR SECTION NAILED TO EA TRUSS STRUCTURAL SHEATHING
2x FRAME WALL PER PUW, CONT. STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN, & ATTACHMENT PER PLAN
2x PLATE w/ WALL NAILS AN. - O.C. & ATTACHMENT PER PLAN CONT. 2x PLATE W 12)16d
NAILS (P EA TRUSS
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FLOOR SHEATHING &
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-� /
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�
PRE-ENG ROOF TRUSS PER
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MANUF., STRAP PER PLAN
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&VERT. REINF. PER PLAN
SIDS SCREW TO EA TRUSS
VERTICAL & TO BOTTOM
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•• NOTE:
DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL
TRUSS PER PLAN MANUF.. ROOF TRUSS PER
MANUF., STRAP PER PLAN
CONT. 2.4 RIBBON TRUSS BOTTOM CHORD OR
8' CMU WALL, BOND BEAM 2x LEDGER wl (2)1od NAIL
& VERT. REINF. PERPLAN TO CONT. RIBBON W 16. O.C.
••NOTE
DETNL W21S REQUIRED TO ACCOMPANY THIS DETAIL
L11 F OOR TO MASONRY 4t�@LOW ROOF 2128/2022 &NO-�TO
FLWI1 T011VM71A\Tll tt�@Wit I1WF 2/26/202z &NO;
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STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, CONT.
STRUCTURAL
THROUGH FLOOR SECTION
2x4 BLOCKINGA.EDGER
SHEATHING
2x FRAME WALL PER
WONT.
/ (3)IOd (P EA STUD & TOE
CONTINUOUS
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NAILED TO EA TRUSS
2z S
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STRUCTURAL SHEATHING
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& ATTACHMENT PER PLAN
CO
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FL
PER PLAN
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GENERAL NOTES
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PER PLAN
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PER MAUNF., U.N.O.
BEAM OR
EDGE NAIL SHEATHING
FrRussLOOR
GIRDER
••• NOTE:
ILO CONT. WALL SHEATHING INSTALL LSTA75 STRAP
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CENTER STRAP AT TOP OF BEAM/GIRDER
L1 s 2,STOAY CONNECTION AT KAMI e & 21T22
NOT TO SCALE LOG-160
214 BLOCKING WI*EEN EA
TRUSS (OR CONTINUOUS AS
TRUSS ALLOW) w/(3) 10d TOE
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EDGE NAILING PER
DETAILS MUSSES
tA•TR SDS Q
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HTU26 OR
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERING:
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O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
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05/15/2024
DATE
VIC
_ No.
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I11111
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+1 248.622.4035
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Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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VERSION: 5.0
SHEET NAME
DETAILS -
FLOOR
SHEET #
S4.3
2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER
w/ (8)10d (0.14"1 NAILS (2) 2X8 BEAM
TO WOOD FRAMING OR
(3)1/4',Q-3/4'CONCRETE T I STAIR DING_
SCREWS TO SLAB �ELEV�6S 2X7 2 STAIR
PER ARCH. PER ARCH. STRINGER
n� PLANS PLANS
(2) 2X8 BEAM
2X6 FLOOR JOISTS @ 16' O.C. 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS
TO BEAM w/ LUS26 HANGERS (2) 2X8 HEADER w/ (2)16d @ 1 S' O.C. TO BEAM
NAILS @ 8' O.C., STAGGERED w/ LUS26 RANGERS
T P F OOR
STRUCTURAL SHEATHING, REFER OL TOP OF OORELEV. PER PLANS A35 CLIP EA STRINGER TO EIEV. PER PLANS
12PER NA STRUCTURAL SHEETS FOR TRUSS/JOIST
NAILING & OTHER RED. 2X LEDGER, MAX. NAILING PER MANl1F.
ROOF TILE (OR SHINGLE PER SPEC.)
nnnnnnnn TRUSS STRAP PER STRUCT. DETAIL
FLOOR TRUSS PER MANUF. FLODR TRUSS FLOOR GIRDER/AIM
woo )Iy)o�vT WALL CONT. 2x BAND BOARD w/ PER MANUF. PER PLAN
(REFER TO ELEV.) N)10d NAILS TO EA TRUSS 2.6 LEDGER ATTACHED TO LSC STRAP @ EA
STRINGER TO BACKER
INSULATION AS 2x6 LEDGER ATTACHED TO FLOOR TRUSS w/ 10d NAILS
PER SPEC. FASCIA PER COMMUNITY SPEC. 2x BAND w/ (2)10d NAILS @ 3' O.C. ALONG BOTTOM
@ 4' O.C. STAGGERED CHORD AND ALL WEBS
SOFFIT & OVERHANG PER SPEC.
PRE-ENGINEERED ROOF TRUSSES,
REFER TO TRUSS MANUF. DWGS
1 1/2' MIN.
10' MIN. GRASPABLE HANDRAIL, 1 IZ MIN.
TREAD 1 1/4. MIN. TO 1 112, MAX. DIA.
HANDRAIL BRACKETS
TO BE CONNECTED TO RETURN HANDRAIL
�3 n i y LL FRAMING PER MANUF. INTO 1x BACKER BD.
7z RECOMMENDATIONS
FLOOR JOIST OR TRUSS SYSTEM
& DIRECTION PER STRUCTURAL /4' - 1 1/4' NOSING m O
STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER $ GREATEST VARIANCE BETWEEN LARGEST
REFER TO 2ND FLOOR JOINT DETAIL REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR �y, TREAD AND SMALLEST TREAD SHALL NOT BE SECTION PLAN
RIM BD. OR TRUSS PER STRUCT.FOR NAILING & OTHER RED. NAILING & OTHER RED. GREATER THAN 3/0 . GREATEST VARIANCE
INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REOl1N91174I8
PER SPEC. RISER SHALL NOT BE GREATER THAN 3/B'.
T F PRE-ENGINEERED ROOF TRUSSES PRE-ENGINEERED ROOF TRUSSES. ^ L� DU
IIcc (REFER TO ELEV) REFER TO TRUSS MANUR DWGS 12 REFER TO TRUSS MANUF. DWG / `� STAIR ULIAIW 11/01/2023
12 PER PER / 1
QELEV. ASPHALT ROOF SHINGLE ELEV. ASPHALT ROOF SHINGLE a 1 v ..,..,
(OR TILE PER SPEC.) (OR TILE PER SPEC) W SG101
T P F U TRUSS STRAP PER TRUSS STRAP PER
(REFER TO ELEV.) STRUCT. DETAILS STRUCT. DETAILS
BOND BEAM PEA PLAN R R T T A35 CLIP EA TW�p001 A35 CLIP FA TGIF FLOOR TV IF
u u STRINGER 70 ELEV. PER STRINGER TO ELEV. pFp GIRDER/RIM E(F/ pER
FASCIA PER 2X LEDGER, PANS 2X LEDGER, PLANS PER PLAN PLANS
COMMUNITY SPEC.
FASCIA PER COMMUNITY SPEC. - MAX. NAILING MAX. NAILING
SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC.
PER SPEC. BOND BEAM PER PLAN BOND BEAM PER PLAN
FLOOR TRUSS FLOOR TRUSS TRUSS/JOIST
INTERIOR EXTERIOR eoAROw (4)10d ���gTTACHS./ED PER TRAP(j
ANUF
PRECAST LINTEL PER PLAN eW4MBOARD N�40 TO FLOOR TRUSS wl tOd LSC STRAP @
@kt♦16�60L11 ATTACHED NAILS @ 3' O.C. ALONG EA STRINGER
OPENING w/ PRECAST BOTTOM CHORD AND ALL TO BACKER
SILL PER PAN TEL*%AND w/ (2)10d WEBS
NAILS @ 4' O.C.
SEE STRUCT. FOR TAGGERED
ALL REINF, RED. SEE STRUCT. FOR 1 I t•IL �71�R UL 1� 2/28/2022
ALL REINF. REO. S1 O .«
WSG102
SEE STRUCT. FOR ALL REINF. RED.
INTERIOR EXTERIOR INTERIOR EXTERIOR
SEE STRUCT. DETAILS
FOR VARIATIONS SEE STRUCT. DETAILS SEE STRUCT. DETAILS
FOR VARIATIONS FOR VARIATIONS
(2) 2X8 BEAM
FIN. FL. FIN. FL. ,� Q {[FIN. FL.
�I 2x LET -IN THRUST BLOCK
FINISHEDGRADE FINISHED GRADE FINISHED GRADE w/ (8)10d (0.146'x3l NAILS ELEEV. & SIZE ANI6W11/106
TO WOOD FRAMING OR 2X12 STAIR 8 IZE 2X12 STAIR
CH
MONOLITHIC FND., SEE (3)1/4'SQ-314-CONCRETE
MONOLITHIC FND., SEE MONOLITHIC FNO., SEE PNo
�LARNS S ads INGER STRINGER
STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR SCREWROT (2) 2X6 BEAM
WIDTH, DEPTH, & REINF. RED. STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. RED. ATTACHED TO
WIDTH, DEPTH, & REINF. RED. (2) 2X6 HEADER
BX—ot-ea 4 21X6 FLOOR JOISTS
0 a6SO.C. TO BEAM @ 16' O.C. TO BEAM
I��'{/�py L� �[/�7yy� �{/�py LPL L��/�}I/�M �ypL/��� L�/�py �L L��/rn/y� M DETAILS
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C.O.A.# ARCHITECURE: C F' • '
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C.O.E.# ENGINEERING: No.
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P.E.# 86025 i��s ' F40RIC • �N
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Michigan
3400 Aubum Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813,466.3310
www.fieldsioneae.com
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VERSION: 5.0
SHEET NAME
DETAILS -
MISC.
SHEET #
S4.3.1_
PRECAST LINTEL GRAVITY LOAD TABLE Y4.21
LOADS USTED HAVE BEEN CALCULATED OR COW LED FROM APPROVED MANUFACTURERS:
CAST-CRETE, IDTTS CONCRETE, QUAUTYPRECASTCO.
MAXIMUM LOAD (PLF)
APPROX.
LWTEL LENGTH
MAX. CLEAR
OPENING
TYPE A
8"UNTEL
8' TYPE B
CTYPEC
12" TYPE B
12•TYPEC
14' TYPE B"
14•IYPEc"
16" TYPE B
16•TYPEc
20" TYPE B
20"TYPEC
24" TYPE B
24•TYPEc
28" TYPE B
2r TYPEC
32 TYPE B
3YTYPEC
2 IT
1. 1"
2231
3069
3719
3280
5163
6607
8054
9502
11X00
3069
4605
5206
5113
7547
8974
I00W
IOOOD
3' 6"
7 2"
7231
3069
3719
3280
5163
6607
9054
9502
10000
3069
4505
5205
6113
7547
ID74
2000D
10000
4' 0'
7 8"
1783
2561
2751
3280
3820
4890
5961
7034
8107
2561
4605
5205
6213
7547
8974
10000
10000
4' 6"
12'
1343
1969
2130R422�4.2
2931
3756
4576
5400
6224
2%9
4375
6113
7029
8572
20ow
10000
4'8"
34"
1217
1349
1438
1999
2560
3132
3686
4249
1349
3090
5365
4766
BBB17
7074
am
S. 4'
M O"
1006
1349
1438
1999
2560
3132
3696
4649
1349
3090
5*5
4766
5817
7074
a203
S1V
4! 6"
860
1105
1173
1631
2D90
2549
3DD9
3470
1205
2622
435D
3942
4899
5517
66R
6' 6"
5 2"
710
1232
2177
3738
3480
3031
3707
4383
5061
1232
2177
2739
349D
5381
W60
8625
759D
7' 6"
6 2"
570
991
1729
21®
2632
2205
2698
3191
3685
991
1729
2109
2632
am
3652
4742
55M
6'4'
70,
am
699
U60
1516
1626
2564
3496
2818
3302
199
1245
1516
lat3
2564
3466
2964
33V
9141,
go"
416
6"
1160
N/A
1625
2564
3486
2818
3302
699
1245
N/A
2843
2564
34M
2964
3387
1016,
9 2"
354
535
890
N/A
1247
2093
2777
2163
2536
535
1054
N/A
1 1533
E393
2781
2259
2625
ill
l00"
315
567
890
N/A
1356
1846
2423
3127
1 4006
567
945
N A
1356
1846
2423
3127
am
12' 0
We"
292
525
873
N/A
1254
1694
2193
2805
3552
525
873
N/A
1254
7694
2293
2805
3552
12' 6'
IT 2"
277
471
755
N/A
1075
1428
1838
2316
2883
471
755
N/A
3075
928
Im
2325
am
13'C'
170"
255
471
755
N/A
1075
1429
2838
2316
2535
471
755
N/A
1075
11428
IM
2316
2883
14'0'
12'8"
239
424
706
NIA
I IOD2
1326
1697
2127
2278
424
705
N/A
10112
1328
2697
2127
2630
14'6`
IN 4'
N/A
N A
N/A
N A
N/A
N/A
N/A
N/A
N/A
A
793-
N/A
1234•
1421•
1779•
2IOr
2662'
15'4"
34'0"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
710•
N/A
116D
3331'
1660•
203r
2499-
17'4"
160,
N/A
NA
NA
NA
NA
A
NA
NA
NA
A
S48•
N A
952•
2ur
1379•
1671'
1991
19'6"
160"
N(A
N/A
N/A
N A
N/A
N/A
N/A
N/A
N/A
A
420'
N/A
750'
1 960-
1177-
1415'
1 1676'
2010'
168,
N/A
N/A
N A
NIA
N A
NIA
N/A
N/A
N/A
N/A
340•
N/A
596'
so.
3114-
1345•
14ae-
24'O
278`
N/A
N/A
N/A
N/A
N/A
N/A
N A
N A
N/A
A
250•
N/A
45D'
MO'
•aaD
I 1o90•
12E)-
°PRESTRESSED •' 6 W/2" RECESS LLLINTELS
Type A- LRNllled no Rebw; Type 8= Continuous (rout, Steel per Plan In Bend Beam Only; Type C = Contlnou5 GrOut,Steel per plan In Bond
Beam &Lintel
LEGEND
❑ 8X8 FILLED CELL W/ (1) - #5 REBAR -
- - -
BEAMS
■ i 8XB FILLED CELL W/ (1) - #7 REBAR
HEADER - WIDTH TO MATCH WALL
-------
GIRDERS
❑O 8X8 FILLED CELL W/ NO REBAR REOD
--...---
PLUMBING WALLS (FOR REFERENCE)
-------------
BEARING/SHEAR WALLS (FOR REFERENCE)
� 45° CMU -FILL CELLS W/ #5 REBAR
ROOF BLOCKING
12x12 FILLED CELL W/ #4 REBAR
(1N WALL)
®
BALLOON MED
CELL W/ #4 REBAR
WAL SIHIGHER BEARING WALLS
(IN COLUMND
CONCRETE TIE BEAMS
ELEV ELEVATION INDICATOR
®
PLUMBING PENETRATION FOR
DETAIL INDICATOR
au
FRAMING LAYOUT
HDR SIZE LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE (ALL WOOD HOR'S TO BE (2) PLY U.N.O.)
l / I I- BRACED WALL LINE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
CITY
TYPEqI
GRAVITY
1.0
UPLIFT Pbs) 0 1.6
LATERAL
� 1.6
META16
8
0.148".1-1/2"
•-
1450
F1:340
F2 : 770
HETA16
9
0.148"xl-1/2"
-
1210
F1: 340
F2. 770
(2)META16
I -Ply
10
0.148"xl-l/2"
--
1875
F1:690
F2, 770
(2)META16
14
0.162".3-1/2"
..
1795
F1: 1205
F2. 1090
(2) HETA16
I-VIV
10
I
0.148"xl-1/2"
--
1920
F2:680
F2: 770
(2) HETA16
2- or 3-oly
12
D162"x3-1R"
2365
F3: 1350
F2 .1430
HSTM26
8
0.1481.1-1 2"
--
1110
F1: 120
F2: 90
4
14-xl-3 4" CONC SCREW
L6UM28-2
6
3 8" x4' TITEN HD
8250
2435
6
14"x 21 2"SDSSCREW
MSTC 8
0.148"x314"
3460
MTS12
14
0.148"xl-
990
MT512
28
0.1 ".1•
1990
MTS26
14 1
0.148".1-
990
HL1210-2
18
1 4" x 2 3 4" CONC SCREW
3S00
law
10
D.148"x 3"
HTS16
32
0.148".1-1 2"
2,890
2 HTS16
16
0.148"xl-
1310
NTS20
24
0.148"xl-
1310
LSTA12
10
D.1 ".2-
25
LSTA19
14
0.348"x2-1 "
1235
LSTA30
22
0.148"x2-
1640
MSTA24
18
0.148" X 2 2"
1640
2 MSTA24
36 1
0.248" X 2 2"
3.290
MSTA36
26
0.148" X 2 lir
2.050
2 TA36
52
0.148" X 2 2"
4,100
MSTA30
2
0.148"x2-
MSTC28
36
0.248"x3 4"
3460
WC52
62
0.148".3-1 4"
4735
MSTAM24
04
1.425
--
5
X2X 4"
MSTAM36
13
0.148" X 3"
--
1.870
--
8
14'X214"
(2) MSTAM36
X
-
3740
--
16
4148"
A
MSTCM40
10
49r2-1 4" CONC SCREW
28M
-
14
0.148".3- 4"
MGT
22
0.148'Y3"
3965
F1:775
F2: 525
1
5 "ATR
HGT-3
16
0.348"x3"
--
10.790
..
2
3 4"ATR
VGTR or L
5/8" R
_
2225
650
F2: 630
16
1 4'k3" SDS
VGTR/L
2
5 "ATR
_
5545
FI:6SO
F2: 630
32
14'R3" SDS
VGT
1
5 "A R
4940
Fl. 1185
1`2: 590
16
4"w3"SDS
(2) VGT
2
5 "ATR
_
7185-2ply 6890-
Fl :1185
F2: 590
32
1 4'k3" SDS
DTT22
1
8
1/2"ATR
14'13"SDS
182S-2.4min
2145 2 x4min
H7Tt
1
5 , AT0.
.-
3630
•-
LB
0AWA:3-
XTTS
1
5 "ATR
--
4670
--
26
0.148'L3"
HTTSKT
1
5 "ATR
.-
5645
..
26
SDX10x2-
ABUMZ
1
5 "ATR
7570
low12
--
0.162"x3-
ABU662
1
5/8- ATR
10205
247S
--
12
0.162".34
H2.5A
10
0.131".2-1/2"
--
565
F1:110
F2: 110
HIOA
18
0.148"4-1/2"
.-
1340
FI:565
F2: 285
HIDA-2
18
0.148"xl-112"
--
1080
Fl : 600
F2 : 260
HUC48
14
1/4"xZ-3/4" CONE SCREW
3500
1135
--
6
0.148"x3"
HUC414
24
1AN2-3/4"CONC SCREW
SOBS
2015
--
12
0.141IN3"
LUS26
4
0.148".3"
B65
1165
SPH4
12
0.148"xI.1/2"
.-
Side:64D
Center: 1280
--
DTC clips
4
3/16N2-3/4" CONC SCREW
Fl : 85
F2 : 135
2
0.131".2-I/2"
A3S
12
o.131"xI-1/2"
..
--
Fl : 650
F2: 670•
SDWCIS600
1
SDWC1560D
--
615
FI'130
F2 .225
SDWC15450
1
IDWC25450
295
F2: 150
HTU26
20
0.162".3-1/2'
320D
1250
--
14
0.1481.31,
LGU3.63-SDS
2"
6.720
5,555
•"
12
3 4" X 2
HDUSADS2.5
I
7 ATR
--
7.870
--
20
1 4" X 21 2" SDS
HDUII-SDS2.5
1
1" ATR--
30
4"X 212"SDS
THD26
20
0. 162".3"
2940
Mail
--
20
0.148". 112'
THD28 2
28
0.1%:" x 3'
4310
4860
--
16
0.148. 3"
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECT/ARCHITECTURAL
EO
EOUAL
MIN
MINIMUM
AIR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
BOT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRIG
BEARING
FDN
FOUNDATION
OPNG
OPENING
B7WN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAILING
CL
CENTERLINE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCING/REINFORCEMENT
CJ
CONTROL JOINT
GALV
GALVANIZED
REOD
REOUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CIVIL)
CONCRETE MASONRY UNIT
GRID
GRADE
SC
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALLBOARD
SHTG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
SIM
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HDR
HEADER
SPF
SPRUCE FIR FIR #1/#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
IN
INCH
UNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
140 MPH 2O23
FL - C & C Pressures Aso
E1en31ve WWAAre.
Gnble Rod no,
I N Rodco ts
1A1a9
wNW.
Zone 1
Zme 2
Zone 3
2ene 1
Zone 2
Zone 3
Z- 4
asrc S
A>IOOSQFr(Cxrdvs)
17.1
-31&3
17.1
-42.7
17.1
_49.0
147
-30.3
348
-385
14.8
-365
3L3
-34.1
311
-38.0
A<sDsgFr Vnndows
19.2
-4Q4
19.2
-549
1A2
-63.9
187
-36.0
18.7
-32.7
18.7
-45.9
327
1 -35.9
327
1 -413
A< 105QFT(Fastenersl
242
-52.0
242
.83.1
242
-98.6
17.3
-49.0
27.3
-67.5
27.3
-67.5
385
-39.7
345
19.0
Comporkentsandtladdin`Pressure: (ASD) -2023R.
PosiWa Na adw
-
Width Height Effective Pressure ftestam
"ffi
1607D
16
7
112
3Q8
-34.4
w/301OTR
ENDS
3
8
24.0
346
-45.1
w MO TR
4
3
a
240
346
-37.7
308D DOOR
ENDS
3
8
240
346
-45.1
25SH
4
3
5.25
T5.8
35.6
-387
606BSGD
4
6
6.67
40.0
33.4
-36.6
2858 DOORI
4
2.67
6.67
17.9
35.3
1 -383
30505H
4
3
5
1 15.0
35.7
-388
305M
ENDS
3
5
LS.O
35.7
•413
20105H
ENDS
2
4
90
36.5
•49.0
60B0 S.
4
6
8
1 480
32.8
-360
DESIGN PRESSURES SHOW! ARE WRAW ALLOWABLE
YALIES YAllAs ARE 10 BE NGREASID AS
PEOJIRED BY MORE STRNGENI LOCAL RE08RDENTS
OHO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
O IBRAHEM ELAYEB, PE
` P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/15/2024
DATE
``�11111111/ �'
No. 8
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3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET #
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