HomeMy WebLinkAbout37824 Dusty Saddle Ln510 - EISENHOWER CMU
Garage Right - Elevation J3
RMET MEX
NUMBER:
SHEET NAME:
NUMBER:
&P-EET NAME:
C5
COVER SHEET
C5-3
SQUARE FOOTAGE CALCULATIONS
F-I0
FOUNDATION - SLAB PLAN
E-1.0
ELECTRICAL PLANS - FIRST FLOOR
E-2.0
ELECTRICAL PLANS - SECOND FLOOR
A-10
FIRST FLOOR PLAN
A - 2 . 0
SECOND FLOOR PLAN
P-0.1
PLUMBING RISER DIAGRAM
4-3.2
MISC DETAILS
4-3.20
FRONT / REAR ELEVATIONS J / ROOF PLAN
4-3.3
MI5G DETAILS
4-3.21
SIDE ELEVATIONS J
4-3.4
MISC DETAILS
4-40
BUILDING SECTIONS
C5ENEERAL NOTES
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT f AMH
DEVELOPMENT SHALL GOVERN EXCEPT 45 MODIFIED e SUPPLEMENTED BY THESE
PLANS.
THESE PL4N5 HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF:
2023 FLORIDA BUILDING CODE, RESIDENTIAL, BTH EDITION
OCCUPANCY: SINGLE FAMILY RESIDENTIAL
CEILING CONSTRUCTION:
I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA
BY NOT LE56 THAN 1/2 INCH (12T mm) GYPSUM BOARD APPLIED TO THE GARAGESIDE. GARAGES BENEATH HABITABLE R001-15 SHALL BE SEPARATED FROM ALL
HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/S INCH 05,9 mm) TYPE X GYPSUM
BOARD OR EQUIVALENT_ WHERE THE 5EPAR4T'ON IS A FLOOR -CEILING ASSEMBLY,
THE STRUCTURE SUPPORTING THE SEPARATION SHALL AL50 BE PROTECTED BT NOT
LESS THAN 1/2 INCH (127 mn)G-YPSUM BOARD OR EQUIVALENT.
EXTERIOR FINI HE5:
S _
THICKN' TEXTURED FINI H FRAME APPLICATION H c55 OF E URED 5 OVER RAMC APPL C ON SHALL BE PtR THE
CURRENTOF
BUILDING CODE AND ASTM C926. INSTALLATION OF EXTERIOR
LATHING- AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
APPROVED BUILDING- CODE AND ASTM C !063.
EGRESS:
EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES ' I - IF
�
THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A
MAXIMUM OPENING HEIGHT OF 44'' ABOVE FINISH FLOOR L NE OF THAT PARTIC
ULAR
ROOM.
2.IN DWELLING UNITS WHEREOPENING F A A T THE OPE G O N OPER BLE WNDOW S LOCATED
MORE THAN 12 INCH A V THE FINISHED
ES BO E E 5 ED GRADE OR SURFACE BELOW THE
LOWEST PART OF THE CLEAR OPENING F THE WIN HA MINIMUM 4
E O E DOW 5 LL BE A N UM OF 2
INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT
PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS
ARE LOCATED ITHI 4 INCHES F T L G ED W N 2 NC ES O THE F NISHED FLOOR PER HE CURRENT
APPROVED BUILDING CODE,
FLASHING
I. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND
WALL NT Rs CTI NS, AT GUTTERS.AT ALL CHANGES IN ROOF SLOPE OR CIREGTION,
AND AROUND ROCr OPENINGS.
2, APPROVED CORROSION -RESISTANT FLASHING- SHALL BE APPLIED SHINGLE
FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION P WATER TO THE BUILDING- STRUCTURAL FRAMING -
COMPONENTS. THE FLASHING- SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH. APPROVED CORROSION-RE515T4NT FLASHING SHALL BE INSTALLED AT
ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING- CCCE.
WINDOW INSTALLATION:
I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW
FLOOD ZONE REQUIREMENTS:
I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION
BATH AREAS
I INSTALL 2x4 BLOCKN AT TOILET PAPER AND TOWEL BAR LOCATIONS,,
SEE
DETAILS,
KITCHENS:
I INSTALL 2X6 BLOCKING AT 59" AFF, ON CENTER FOR UPPER CABINET
INSTALLATION.
TUB AND E RE o SHOWER A A':
I. CEMENT FIBER -CEMENT OR 01455 MAT GYPSUM BOARD (NO GREEN BOARD
ALLOWED) IN COMPLIANCE WITH ASTM C1288, CI325, OR Gilles AND INSTALLED WITH •8
x 1-1/14" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS,
AND WALL PANELS IN SHOWER AREAS.
TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,
INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED
TO WOOD OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
U5E 45 A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE ISSUED TO THE BUILDDEPARTMENTNG Y THE L GEN SED
PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "TH LLE
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THEFLORIDADEPARTMENT of AGRICULTURE AND CONSUME
R
SERVICES.
MECHANICAL AND FIyAC
ENERGY CALCULATIONS FOR HEATING
AND COOLING CAPACITIES SHALL BE
FURNISHED BY THEMECHANICAL N IN A A ATTA HM' T T THIS T
ENGINEER EER 5 N C cN O S PLAN SE
AT THE TIME OF APPLICATION FOR PERMIT.
MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE.
REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER
APPLIANCES OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE
BEING INSPECTED, SERVICED, REPAIRED. OR REPLACED, A LEVEL WORKING SPACE
AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 mm) WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN' APPLIANCE.
ENERGY REQUIREMENT SCHEDULE
EXTERIOR WALL5 (FRAME) R
EXTERIOR WALL5 (BLOCK) I 4.1 FOIL
ATTIC CEILIW� 11-3m
3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE MALLS OR CEILINGS
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN
-26 GAUGE (0,45 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
HAVE NO OPENINGS INTO THE GARAGE.
4 FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
INSTALLED ABOVE THE BASE FLOOD ELEVA710N AND SHALLRM ALSO CONFOTO THE
MANUFACTURERS INSTALLATION IN T TI . ERS RUC N5 O
5, AU IA `T RAIN AN_ CATEGORY Iv CONDENSING AP IAN HA X L R D P G EGORPL CES 5 LL BE
PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
COMPONENT WILL OCCUR 45 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WIT..-, THE
APPLICABLE PROVISIONS OF SECTIONS M1411.3.
EXHAUST FANS AND VENTING:
I. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXH41J57ED
INTO AN ATTIC. SOFFIT. RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL N07 BE
RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER
AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M150245.1 THROUGH
MI5 245.3 THE MAXIMUM LENGTH OF EXHAUST DUCT SHALL BE 5FEET FROM
THE CONNECTION TO THE 7RAN51TION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162 mm)
FOR EACH 45 DEGREE (Ole RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90
DEGREE (I.6 RAD) BEND THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOE5 NOT
INCLUDE THE TRAN6171ON DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER
FAN IS INSTALLEDAN I T AN A FOR THE APPLICATION, THE MAXIMUM
D L S ED D LABELED R L E
-TN F THE EXHAUST IN ANY TRANSITION T HA LENG O E EX AUS DUCT, INCLUDINGDUC 5 LL BE
P ITT T IN ACCORDANCE WITH THE 00 T FAN MANUFACTURER S
ERM EG G BE CGORD CE E B S ER RE
INSTALLATION INSTRUCTIONS WHERE A CLOTHES DRYER BOOSTER FAN SIN TA LLEC
AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER IS LOCATED,
A PERMANENT IDENTIFYING- LABEL SHALL BE PLACED ADJACENT TO WHERE THE
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE IDORDS THIS DRYER
EXHAUST SYSTEM IS EQ'JIPPEC WITH A REMOTELY LOCATED BOOSTER FAN."
4 PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS A5
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 4/3 0/2024
VERSION: 5.0
SQUARE FOOTAGE
AH4R ASSET MANAGEMENT SO. Fr.
HEATED AREA
Sq. Ft.
MAIN LEVEL
1017
5EGOND LEVEL
1220
TOTAL AH4R SQ. Fr. (Slab/CrdW)
2297
METHODOLOGY: ANSI Z765-2003
The total area calculated from the outside -to -outside of framing, including optional finished basement options as
shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches.
� 4
fZ�T\r. -
IN-, _
N.
I
402! Ann DEvELOPMEM
CO NOT SCALE THESE DRAWM
"FY BUILDFG ORIENTATION WTH
CONTRACTOR AND SITE Ft_M5
BEFO CCN57�7I0N. Ttg5E
D—Ca, DO NOT CONTAIN
SPECIFIC INFO 71CN FOR ANY
STRICTLRAL ELEHEMS (TO BE
PROVIDED BY E1,GNEFR OF
RECORD) ANY DI^,CREPANCY
IDIYIEN5I0N5 ORIENTATION, ETC)
BETWEEN THESE DRAWFGS ant) THE
A55OCIATED DRAWUJi5 a dla 51TE
DRAWING5 SHALL BE R'-cPORTED 70
CONTRACTOR AT ONCE AND NO
CONSTRICTION 5HALL PROCEED
LN1IL CORRECTED. THE
CONTRACTOR 455,ME5 THE
RESPON51BILITY TO MEET ALL
REM
IREnENT5 OF LOCAL BULDII
OFEICIdLS . TO CO FUY WITH STATE
&IILDIwG CODES.
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Ili BATE: 4001
REWSgNS:
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ray o 0C x
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pNM 6: FIE
VERSION; 5.0
8HrR11E
COVER SHEET
9lHf I
CS
r I I
pi
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ti'
SQUARE FOOTAGE CHART
PNf r. flBT f100R PIAN - 9EVAIpN'J
ELEVATION T
T------ - - - - --
I
PLAIT. BEVlD FIl10N R/J1- 9HATgX'f
SQUARE FOOTAGE
CONSTRUCTION AREA CALCULATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
1011
SECOND LEVEL
1214
TOTAL HEATED/CONSTRUCTION AREA (Slab/Crawl)
2291
METHODOLOGY: ANSI Z765-2003
The total area calculated from the outside -to -outside of framing, including optional finished basement options as
shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
GARAGE
411
FRONT COVERED PORCH
11
TOTAL BUILDING ENVELOPE (Slab/Crawl)
2765
COVERED LANAI
120
METHODOLOGY
Building Envelope Area: The total area calculated, including Heated/Construction area as calculated, and also
including garage, covered patio/porches.
MAXIMUM DEPTH =
57-b"
MAXIMUM WIDTH
-MAXIMUM BUILDING HEIGHT A.F.F.
0201—DEV LORIEM -
DO NOT SCALE TNE5E DRAWMGS. ,
vE, WILDPG ORIENTATIN UTH
CONTRACTOR GLAD SITE PANS
BEFORE CON5TR TICK THESE
DRAWMG5 DO NOT CONTAIN
SPECIFIC R 02'W7I0N FOR ANY
STRIICNRAL ELEMENTS (TOM
PROvl[) BY ENGINEER OF
RECORD)' ANY DI5.1-REPANCY
/DIYH:N5ION5, OREMATION, ETC.1
BETWEEN THESE DRAWIN.'a5 AID THE _
/55CCIATED DRAWINa5 aMla SITE
0.5 SHALL BE fEPoRTED TO I .
CONTRACTOR AT ONCE MD NO ,
CONSTR TION SHALL PROCEED
INTIL C011. THE
CONTRACTOR A55RIE5 THE i
RESPONSIBILITY TO MEET ALL
R ZG REFENT5 OF LOCAL BUILDING
C ICIALS N TO COMPLY WITH STATE -
MILDING CODES '
!
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IHFA9Ea,E: �svrw ,FIJI
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WAYM 9Y: FIE
VERSION: 5.0
alffiNv,E SQUARE FOOTAGE
CALCUATIONS _
MEET•
CS-3
_- - - - ----T
—
LANAI SLAB
4' CONCRETE SLAB MIN, OVER 6 MIL
VAPOR BARRIER SLAB SHALL BE OVER
CLEAN COMPACTED FILL W/ FIBERMESH
z O
9
0
UNIT SECURED TO
9
U Q,
31x3A/C PAD
O d 4"CONC
—
SLAB MIN.W/
yssV
FIBEI Po'tESN
i
----
-----
—- — — — — -1 —
//
HB
CONCRETE SLAB
4" CONCRETE SLAB MIN. OVER 6 MIL
—
VAPOR BARRIER. SLAB SHALL BE OVER
CLEAN COMPACTED FILL W/ FIBERMESH
7 -VAC CHASE
BASED ON
I LOCATION
-
b
r
ELECTRiCA. -
CONDUIT FOR
SLAND
15' 2" 10 -im"
u
D
U �
D �----------
d 2
O
W
_
N N
S
-_-----rRETL
)VAPOR
SLAB
SLAB 1IIN. OVER 6 MIL
R SLA� SHALL BE DYER
TED F LL W/ FIBERMESH
„-
HB
0
s
FORCN SLAB
-ip
0
4' CONIC SLAB
4" CONCRETE SLAB MIN. OVER 6 MIL
MIN. W/ FIBERMESH
VAPOR BARRIER SLAB SHALL BE OVER
0
W
0
w� �J
_
CLEAN COMPACTED FILL W/ FIBEII
v
_
v
PART. SLAB PLAN - ELEVATION -X
3CALF lle-r 7'(1TxMT)
sckE: W'=ra czw
A
EOUND.4TION PLAN NOTES
ALL WORK SHALL BE N 5TRICT 5XPLIANCE WITH 5UILDIIY
CODE, RESIDENTIAL, AND COUNTY BUILDING DEPARTMENT.
5TRIF TOPSOIL. TREE5, 57UMP5, ROOTS, ETC. FROM ALL
ARE45 (WERE CONSTRICTION WILL OCCUR UNO.
FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY
MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER
INTERIOR BEARING LOCATIONS 5HOULD BE COORDINATED
WITH TRUSS MANUFACTURER I STRUCTURAL ENGINEER.
PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL
SLABS (INTERIOR),
W021 AMP DEVELCFMEN
DO NOT SCALE THESE DRAWRW5.
YERE BNLDIG OREN14TI0' WITH
CONTRACTOR AND 51TE PL4N5
BEFORE CCN57RXTION. THESE
DRAWPYi5 Do NOT
CONi41N
SPECIFIC INFOpMTICN FCR -Y
5TRCTURAL ELEMENTS ITO El_
PROVIDED BY ENG EER GF
RECORD) A .DISCREPANCY
"'IORIENTATION, ETC)
BETWEEN THESE DRAWINGS AND THE
ASSOCIATED DRAWINW5 aMlo SITE
DRAWM6 SHALL BE REPORTED TO
CCNTRAOTOR AT pJCE AND NO '
GON51
R1'TION SHALL PROCEED
LNTIL CORRECTED. THE
CONTRACTOR 455LMES THE
RE5PON51BILITY TO MEET ALL
REQUIREMENTS OF LOCAL 5WLI IW
OFICIALS t TO COMPLY WITH 5iATE
BUILDING fADE5. -
4--1
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IfiFA9EMTE V!6'Nt1
HEVISgNS:
L- J
ORINNBY: I FAE
VERSION: 5.0
9ff N4E
FOUNDATION
SLAB PLAN
7F—
-00 1
T
1
1
FLOOR FLAN NOTES
PROVIDE 1/2" (MINIMUM) GYPSUM BOARD SEPARATION AT WALLS AND 5/5" TYPE X CEIL ING5
IN THE GARAGE ADJACENT TO THE MAIN HOUSE AND ATTIC AREAS.
WASHING MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERWISE.
ALL EXTERIOR WALLS ARE DRAWN AT 8" CMU UNLESS NOTED OTHERWISE.
ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 3 1/2" UNLESS NOTED OTHERWISE
HEADER FOR FIRST FLOOR 15 AT V-0" W/ 9' 4" CLG i SECOND FLOOR 15 AT T-O" W/ 8' CLG.
HANDRAIL HEIGHT SHALL BE 36° MEASURED VERTICALLY FROM THE N051NG OF THE TREAD.
P) DENOTES EGRESS WINDOW
HANDRAIL_
1-1/2" MIN
GRASPABLE
I I/4" MIN TO 1/2"
I-I!1" MA. MI",
.
DIAMETER
RETURN
HANDRAIL
SECTION
m
PLAN
PROVIDE HANDRAIL IN COI-IPLIANCE WITH
THE CURRENT APPROVED WILDING CODE.
STAIR DIAGRAM
10"
I
FUJDR-
9'-4"CLG
VINYL PLANK
v
v
LANAI
93 4" CLG AFF.
A/C SECURED
0
CONCRETE
70 3'x3' PAD
B
5' m„
6'_4" 9'-Im"
3'-10" 10,_o.' p}yy
25 SH
25 SH
25 5H-
2B68
HB
5RE4KF45T NOOK
9'-4" CLG
VINYL PLANK fp
u
FAMIL
ROOM
3'-0" X C' 0"
CLG
ISLAND
VINYL PLANK -
9
24 WALL e 34 1/2"
C
AFF. W/ 12" BAR TOP`
SLOPED CEILING UNDER STAIRS
6'-OI�' WALL
2I-II'
2'-mi�2'
4'-3y2' 3'-II" 5?T�CAP
6 -
KITCHEN
e
9'-4' CLG
x`
UP I) RISERS
I 10 9 8 l 8 5 4 3 2 1
PANTRY
VIryYL P6AN:§
FLR
TO2dW
m
FEF
"
TREdDS (10" ' NOS)
�j
'p
311 C TI H ND
OPENING
r
s
5 SH
H
'
O
GARAGE WALLS COMMON
WITH LIVING AREA MUST HAVE
m
v
J
1/7" DRYWALL SEPARATION
N
lMIN, 20 MIN FIRE)
- -
-
6 s 4'-3'� o "�
,1/ ,
4'-W2"
Tr
�s
2 - GAR
D RYfR VENT
LOCATION GARACsE
GREY
BOX
--------•6 9'-4" CLG AFF.
LAJNDR CONCRETE
W 3
a J V-4 CLG31SO
i
a-�
VINYL PLANK OPENING 5yj'
OVER 0
0
— — — — way--
——-- -4' CLG t -e
HOME vl YL PLANK
_)
9' 4" CLG s
VINYL PLANK
L� _L'IF
3B���Fl
3080
25 5H 25 SH 1"' 0" x T O" O.H. GARAGE DOOR
-
m
� I
B' 2" 3'-im" 2� 01, 3 -4, �
FRONT PORCH VE IFY
s
S`-7—c-;Erl--A �f
_
y
CONCRETE
--- ----- _
FIRST FLOOR PLAN - ELEVATION
SCAM,/�=,'`71„.m
�1µ. tmoLl
02021 AMH DEVELOPMENT -
DO NOT SCALE 7HE5E DRAWING$.
VERFT BUILDItY ORIENTATION WITH
CONTRACTOR AND SITE PLANS
BEFORE CONSTRUCTION, THESE
DRAWINGS DO NOT CONTAIN
SPECFIC INFORIATION FOR ANY
519XTURAI ELEMENTS (TO BE
PROVIDED BY ENGINEER OF _
RECORD) ANY DISCREPANCY
(DIMENSIONS, ORIENTATION, ETC.)
BETWEEN THE5E DRAWMG5 AND THE
ASSOCIATED DRAWINGS and/or SITE
DRAWINGS SHALL BE REPORTED TO
CONTRACTOR AT ONCE AND NO
CONS7Po 710N SHALL PROCEED
UNTIL CORRECTED. THE -
CONTRACTOR A5S19E5 THE
RE5PONSIBIL ITY TO MEET ALL
RECUPP'ENIS CF LOCAL BUILDING
OFFICIALS N 70 COMPLY WITH STATE
BUILDING COD-E5
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Q Z 6 m
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Z X':Q% � Q
O a 7
Q� j LL °
W
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a
x
MLA) ESITE: 4MM
REVISIONS: .
F
L—
EMWN/Y: FIE
VERSION: 5.0
SIEETI
FIRST FLOOR PLAN
SI
-1.0 J
FLOOR fi LAN NOTES
PROVIDE 1/1" (MINIMUM) GYPSUM BOARD 5EP4R4TION AT WALLS AND 5/B" TYPE X CEILINGS
IN THE GARAGE ADJACENT TO THE MAIN HOU5E AND ATTIC AREAS
WASHING MACHINE 15 ALWAT5 LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERWISE.
ALL EXTERIOR WALL5 ARE DRAWN AT 5" OMU UNLESS NOTED OTHERWISE,
ALL INTERIOR AND COMMON WALLS ARE CRAIN AT 3 I7 UNLESS NOTED OTHERIUI5E
HEADER FOR FIRST FLOOR 15 AT 6-0" w/ V-4" CLG t SECOND FLOOR IS AT 7'-0" W/ BCLG.
HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE N051NG OF THE TREAD.
(') DENOTES EGRESS WINDOW
DOOR FLAME TO PAU
CLOSER FAU EOUP"
DOOR •
u�ETwAu oCa
EER ruN
rLr)�' Od o°DFac°wA�°NwN��c
BEVAlON
HVAC RAISED PLATFORM
HANDRAIL
1-1/2" MIN
GRASPABLE
HANDRAIL=
1 I/4" MIN TO IN
1-1/4MAX MIN.
DIAMETER
m
RETURN
HANDRAIL
m
StTl� PLAN
PROVIDE HANDRAIL IN CG'IPLIANCE WITH
THE CURRENT APPROVED BUILDING CODE.
STAIR D140RAP1
I
M
Ad.O
-Z::Il
SECOND FLOOR PLAN - ELEVATION "J"
SCAUE
SCALE: iH =1'd Qd84i
A
W021 AMH DEVELOPMENT
DO NOT SCALE THESE DRAWNWS
VERIFY BUILDING ORIENTATION WITH
CLNTRACTOR AND SITE F ANS _
BEFORE CONSTRJCTIQN. 7NE5E -
DRAWW16 DO NOT CONTAN
SPECIFIC INFCR'14TION FOR ANY
STRICTURAI ELEMENTS (TO BE ,
PROVIDED BY EW31NEER OF
RECORD). ANY DISCREPANCY
(DIMENSIONS, 05UEM4TICN, ETC)
BET'lEEN THESE DRA"t AND THE
A55XIATEO DRAWMG5 end/or 5ITE
DRAWINGS SHALL BE REPORTED TO ,
CONTRACTOR AT ONCE AND NO -
CGNSTRJCTIOIN SHALL PROCEED -
).MIL CORRECTED. THE
CONTRACTOR 466UlE5 THE
RE5PON51BILITY TO MEET ALL
REWIREMENTS Of LOCO B1ILDNG _
OFFICIALS 70 C LY WITH STATE
BUILDING CODE5. ,
N
Z M
F--, Fly
-
L>
^� Lu m -
I —I w
` r
MEAREMTE: 40WA&
FENSIONS:
f,
V 1
f
1
tiA � �Q II
ZONE 3 III
K
�--------------------- ____
9
ZONE I -
Q
4VENT
- v IDGE
M I _HF
F}
I
RICK
--- - --- ZONE 2
�4-- I I
I I
L ------ -----_- -j ROOF PLAN - ELEVATION
SCaE:mr.ra p,x,n
srxe:,�e=ra �1
a
ZONE 1 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / I SO FT VENTILATION)
CALCULATIONS REFLECT 501. RIDGE AND 50% SOFFIT VEN75
1264 50 FT UNDER ROOF ATTIC /
30050 FT / 160 FT - 421 SO FT VENTILATION
'FIT VENT 9 50 IN EACH
0---RIDGE VENT5 104 50 IN EA
421 50 FT x 509 = 211 5Q FT HIGH, 2,1150 FT LOW
HIGH VENTING
211 SO FT x 144 SO IN -30336 59 IN REQUIRED
(3) OFF -RIDGE VENT e 104 5Q IN - 312 5Q IN
LOU VENTING
211 SO FT x 144 SO IN -30336 5Q IN REQUIRED
30336 / 9 = 34 SOFFIT VENT5 (CONTINUOUS VENTED SOFFIT)
ZONE 2 ATTIC VENTILATION: 000 5Q P ATTIC SPACE / I SO P VENTILATION)
305 SO FT UNDER ROOF ATTIC /
300 50 FT / I SO FT _ ID2 SO FT VENTILATION
SOFFIT VENT 9 EO IN EACH
LOW VENTING
ID2 52 FT x 144 5Q IN =146BB SQ IN REQUIRED
14 W / 9 = I6 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
ZONE 3 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / 1 5Q FT vENTILATION)
120 SQ FT UNDER ROOF ATTIC /
300 50 FT / 150 FT = 40 5Q FT VENTILATION
SOFFIT VENT 9 50 IN EACH
LOW VENTING
40 50 FT x 144 5Q IN -51b0 50 IN REQUIRED
51b0 / 9 = 6 SOFFIT VENT5 (CON7INUOU5 VENTED SOFFIT)
12
12
�6
6�
Ix3 BOARD 1 BATT VERTICAL
12
51DING a 16"O/C PER Comm.
6
6/12 PITON
5PEC5 (TYP
ARCH SHINGLE
ROO (TYP
6" FRIEZ
6" SANDI
Ind FLR CEILING
6" HEADER TRI
WINDOW LINE
4" CORNER TRIM---_,-
HORIZONTAL
iFF1
El
F-IF
F-1
LASHING
W
T (A
p
SIDING PER COMM
SPECS
�
p ,
m
I&' SHUTTER5, 7Y
.
W
4" WINDOW TRIM ----ARCH
AND SILL
3/12 PITCH
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ROOF (TYP)
- `-SECOND FLR
_
^
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y
_
m
-- CJ/WEEP
_
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-
-
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" RAISED
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PER
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FRONT ELEVATION III OPTION 3
scN )r=,'a(t,e7)
SCALE A4raPN1
12
4' ENT 12
6 �
� 6
Cot*
6/12 PITCH
ARCH SHINGLE ROOF (TYP)
--21
i" CORNER
TRIM
6 /12 PITCH
ARCH SHINGLE
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12
4ORIZONTAL
SIDING
6
- - - -
_AP
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BTGCITIOJS
STUCCO PER
UNITY SPECS
(TYP
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-
'
-
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�
REAR ELEVATION'J" OPTION 3
SCKIE,) '-t'a (I IX17)
sc E:1W=1'a C!W
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0 �
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v
t FLR CEILIN-
WINDOW LINE
d
B 6
W,
FIN FLR ELEV
C202I A DEVELO ENT
DO NOT SCALE THESE ORAWRG5
VERIFY BUILDINS ORIENTATION WITH
CONTRACTOR AND 5I7E PLANS
BDFORE CpJSTRYTI(M THESE
DR4WR DO WT C TAIN
SPECIFIC NPCRYATICN FOR ANY
5TRICTURAL ELEh NTS (TO BE
PROVIDED BY E`SINEER a
RHL ) ANT DIxREPANCY
IDIHEN51QJ5, ORIENTATION, ETC)
BETWEEN THE5E DRAWINGS AND THE
A660CIATED DR 1W 6 end/u 5ITE .
DRAWNGS SHALL BE REPORTED TO
CONTRACTOR AT M ACID NO
CCNSTRCTIRJ SHALL PROCEED
UNTIL CORRECTED. THE
CONTRACTOR ASSUMES Toff
RE5POJ51BILITY TO MEET ALL
REgIIREMENfS OF LOCAL BJILDMG
Off ICIAL51 TO COI'R'LY WITH STATE
BUILDING CODE6.
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VERSION: 5.0
F-
FRONT/REAR ELEVATIONS
&ROOF PLAN
am#
-3.20
a' YENT
12
6
6/12 PITCH
ARCH SHINGLE ROOF
6/12 PITCH (tYP)
fid FLR CEILING
WINDOW LINE
SECOND FLR
_ — _ _ — — — — --
M FLR CEILING
WINDOW LINE
v
m ol
ro
FIN FLR ELEv
RIGHT SIDE ELEVATION "J" OPTION 3
WAUB VB'-1'4 0lV7)
SCALE: to-1'a' Rasp
12
6
a' vENT
12
6 6/12 PITCH
ARCH SHINGLE ROOF (TYP)
6/12 PITCH 1 6/12 PITCH
2r�d fLR CEILING
WINDOW LINE ❑
4" CORNER p_m
RIM
- HORIZONTAL
fLA5I4ING
� @ LAP SIDING
PER COMM.
12 SP£C5.
_ SECOND FLR 6
--------�ARCP
3/12 PITCH
�? SGLE ROOF lTYPJ
M FLR CEILING - - - 'rXWEEP -
--__---_
WNDOW LINE
u+
CEMENTITIOUS-
STUCCO F'ER
COMMUNITY SPECS
(TYP) _
FIN FLR ELEv .
LEFT SIDE ELEVATION "J" OPTION 3
SDVE 1/B'=T'-0' (llKm
Same 7A, oRasp
Cv0 I AMM DEVELOPMENT
00 NO SCALE THESE DRAUING5.
VERIFY BUILDING ORIENTATION W17W
CONTRACTOR AND SITE PLANS
BEFORE C➢NSTRJCTCN. THESE
DRAWMGS DO NOT CONTAIN
SPECIFIC INFORIATION FOR ANY
STRUCTURAL ELEMENT5 (TO BE
PROVIDED BY ENGINEER OF
RECORD). ANY DISCREPANCY
(DIMENSIONS, ORIENTATION, ETCJ
BETUEEN T4E5E DRAWNG$ AND THE
ASSOCIATED DRAWN ""' 51TE
DRAWIN635 SHALL BE REPORTED TO
CONTRACTOR AT ONCE AND NO
CONSTRIC ION SHALL PROCEED
INTIL CGRRECTED. THE
CONTRACTOR 45RMES THE
RE51PON5115ILTY 70 MEET ALL
'QIREMEN75 CE LOCAL BUILDING
CFICIALS T TD CG9PLr WITH STATE
BUILDING CODES.
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EEMEDUE: Vd"M
NEVISIOHS:
L
MAWN ft. I FAE
VERSION: 5.0
SIDE ELEVATIONS
NMI#
-3.21
BUILDING SECTION NOT€5
PLEASE NOTE: THESE DETAILS ARE STRICTLY ARCHITECTURAL REFER TO STRUCTURAL
SHEETS FOR MORE INFOR'1ATION.
SECTIONS 51MILAR TO OTHER ELEVATIONS AND WHEN U514G 2x6 EXTERIOR WALL5
BUILDING SECTION IIBB°
SCALE 7/8=1'Jt (11XM SEVATIDN T SNONN -Ill ELEVATM SIMILAR
SCALE 7A' IT PW
PRETRUSSES
Z INSULATILATI RONN PER
PEFR BC AND ENERGY FORM
(7 SJBMITTED WITH PERMIT APPLICATION
BATH 2 Y,vv
1,
I6
IS
■ KITCHEN 14
13
� 12
0 II
10
— F. Ll 0 CL
a,
� 2
COMPACTED, TERMITE TREATED SOIL wNAPOR
BARRIER FOUNDATION (SEE
STRUCTURAL PLAN)
SCALE 1/S'=1'O 01.17) BEVATiON T MiCIN1-ALL ELEVATIONS SIMILAR
SCALE 1k-ra paa)
FAMILY
ROOM
2nd FLR CEILING
WINDOW LME
e
- -T
Ist FLR CEILING
WINDOW LINE
M FLR ELEV
40n ANH DEVEE DR l
DO NOT UILD iOESE TATIO NG5
VERIFY WIL7OR ND 51T AFl-A 5
6&0I DBOR AND SITE PLANS
BEFORE CC DO NOTION. LAIN
HEH
DCFIC ,S CO NOT CFO A
SPECFIC RSDR:'1411DN FOR ANY
STkY_ DE By ENGINEER
R BE
PROVIDED BY ENGINEER OF
REENEIC ANY DISCREPANCY
fDMEN TWE5, ORIEN1IN55 , D T
BEBWEEN THESE DWINSE, SAND BNE
A550CIABED D L REsMlor SITE
DRA A SHALL BE REPORTED i0
CO 5TIWTOR AT C1_1_ AND N D
CCNSTPoL^iICN SHALL PTHE
INIL CORRECTED. BUE
COMRGCBIOR 4TO H E5 'HE
R RENEN1T5 OF TOAL ALL
OFIGIAL5I TO OF LOCAL WILDING
CFICIALS f TO T WITH SBABE
WILDINGNG CO CODES
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REVI IM:
7
L
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VERSION: 5.0
BUILDING SECTIONS -i
SIFFTI
-4.0
ELECTRICAL LEGEND
�- GAS
GA5 LINE
RECESSED CAN
LIGHT
Cw
COLD WATER
$
FLU5H MOUNT LED
O
ELECTRICAL PANEL
Q
WALL MOUNTED LIGHT
ELECTRICAL METER
Q°
WALL SCONCE
1-D,
DISCONNECT SWITCH
I�
F UORESCENT LIGHT
w/I BULB
FLUORESCENT LIGHT
$
SWITCH
w/2 BULB5
3
$
3-WAY SWITCH
®
VAPOR PROTECTED
LIGHT
$
4-W4Y SWITCH
G
EXHAUST FAN
D
$
DIMMER SWITCH
EXHAUST FAN w/
LIGHT
Y
BUTTON
EXHAUST FAN w/
HEAT ( LIGHT
DUPLEX OUTLET
o
SMOKE DETECTOR
QUADPLEX OUTLET
CMD
CARBON MONOXIDE
DETECTOR
SWITCHED DUPLEX
(1
TPERM05TAT
OUTLET
y
FUC>pP
FLOOR OUTLET
DIRECT WIRE
GFI
GFI OUTLET
T
PHONE JACK
WATER PROOF GFI
n�L
OUTLET
T
MEDIA JACK
cue
CEILING MOUNTED
FJ,
®
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V
CABLE TV OUTLET
0.
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�j
220V OUTLET
DCOR CHIMES
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W
LIGHT
H
HANGING CEILING
FLOOD LIGHT
MOUNTED LIGHT
n
In
c: -D
CEILING FAN
C- =D
CEILING FAN w/ LIGHT
U
U
ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45' AFF.
RECEPT5. TO BE 12' AFF. - 42" IF OVER A COUNTER
ALL WIRIVK TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED
IN NEC 211 SHALL BE INSTALLED IN A READILY ACCESSIBLE 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
21m&A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION.
IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN i0 INSURE THAT ALL
ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NEPA. 10A - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC
25OS4
LUMINIAIRE5 IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF
NEC 41016(4) 1 (B)
RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED
100% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE
HIGH -EFFICIENCY LAMPS
REFER TO ENERGY CALCUL4TION5 FOR ADDITIONAL INFORMATION.
PROVIDE THE REQUIRED CLE4RANCE5 AROUND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC 110.26,
ALL RECEPTACLES SHALL BE TAMPER RE515TANT PER NEC 40612.
THE BRANCH CIRCUIT SUPPLYING THE RECEPT4CLE(5) 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 UNITS,
FAMILY ROOMS, DINII ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS 5UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
ROOMS OR ARE45 SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
EXTERIOR GARAGE
200 AMP METER MAIN COMBO
e
200 AMP MAIN
LW INTERIOR
PANEL
I II
1,0 AL SIR CABLE
I II
ON
w�C-FII DISCONNECT
GROUNDING ELECTRODE w 6
SHALL COMPLY WITH
SEC 250.52 N
HIS
ELECTRICAL RISER DIAGRAM
N.T.5 F =
1 24' CFI
CD
Cn II
w X —
(�FI �
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MEDIA CABINET TO .......
IN _ _ F CFI
INCLUDE CAT5/b, OPi_DED ATED 50
COAX. USB, WIFl FI W AMPS (14 5 NEMA 240v)
ROUTER SPACE
AND POWER __---- _ IF REQUIRED BY'CODE�`
VERIFY EXACT r
OCATIEMENT, ________.
---_ - ----- -- _. —
Ix
LOCATION AND
MOUNTING HEIGHT I
ca, s/ 1 ------------.'-'----------- -a ELEC METER
PRIOR TO --- a\¢ (LOCATION BY
INSTALLATION —,
BUILDER)
I
HE
wc-FI UP �u>✓
FIRST FLOOR ELECTRICAL PLAN - ELEVATION "J°
SCALE: TT=T'O MW
@0i1 CHH DEVELOR
DO NOT SCALE THESE D�.
VERFT WILDNYi ORIENTATION WITH
CONTRACTOR AND $RE PLANS
BEFORE CMSTR GTICN TVE6E
DR4uxNG5 00 NOT CONTAIN
6FECFIC R.FORIATICN FOR ANY
6TR XTURAL ELEMENT5 (TO BE
PROVIDED BY ENGINEER OF
RECORD) ANT DISCREPANCY
'DIMENSIONS, ORIENTATION, ETCJ
BETWEEN THESE DRAWR4'S AND THE
A55LCIdTED DRAWINGS 6M/ll SITE
DRAWINGS SHALL BE REPORTED TO
CONTRACTOR AT ONCE AND NO
CONS7R1CTIN 51ALL PROCEED
INTIL CORRECTED. THE
CONTRACTOR A5,A' f1E5 THE
RE51PON51BILITY TO MEET ALL
REQUIREMENTS OF LOCAL BUILDING
OFFICIAL6 4 TO COMPLY WITH STATE
WILDING CODES.
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gIANN6i: FAE
VERSION: 5.0
91
ELECTRICAL PLANS
FIRST FLOOR
&BET,
E-1.0 J
ELECTRICAL LEGEND
-4GAS
GA5 LINE
{
RECESSED CAN
LIGHT
-4CW
COLD WATER
FLU54 MOUNT LED
O
ELECTRICAL PANEL
2
WALL MOUNTED LIGHT
ELECTRICAL METER
4
WALL SCONCE
Q'
DISCONNECT SWITCH
FLUORESCENT LIGHT
w/I BULB
$
SWITCH
®
FLUORESCENT LIGHT
w/ 2 BIULB5
3
$
3-WAY SWITCH
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VAPOR PROTECTED
LIGHT
4
$
4-W4Y SWITCH
O
EXHAUST FAN
$D
DIMMER SWITCH
EXHAUST FAN w/
LIGHT
4
BUTTON
EXHAUST FAN w/
HEAT i LIGHT
t)
DUPLEX CUTLET
SMOKE DETECTOR
QUADPLEX OUTLET
F D
CARBON MONOXIDE
DETECTOR
SWITCHED DUPLEX
(1
TPEW05747
CUTLET
Y
r-OOR
FLOOR CUTLET
DIRECT WIRE
GFI CUTLET
T
PHONE JACK
V�F1
WATER PROOF GFI
'V
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MEDIA JACK
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220V OUTLET
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n
n
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CEILING FAN w/ LIGHT
U
U
ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45" AFF.
RECEPTS. TO BE 12' 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 210,12(4) AND SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION.
AL- 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
2I0 (4) AND INSTALLED IN A READILY ACCE5515LE LOCATION.
IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL
ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.P.A. l0A � NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE INTERSYSTEM BONDING TREMINAiION AT SEP/ICE LOCATION PER NEC
250 S4
ILLYIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF
NEC 4I0111 (B)
RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED
100% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE
HIGH -EFFICIENCY LAMPS
REFER TO ENERGY CALCUL4TCN5 FOR ADDITIONAL INFORMATION.
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN
COIPLIANCE WITH NEC III
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12.
THE BRANCH CIRCUIT SUPPLYING THE RECEPT4CLE(5) IN A GARAGE 54ALL 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 (6) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS 5UPPL7ING OUTLETS INSTALLED IN DWELLING UNITS,
FAMILY ROOM5. DININGROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMIS 6UNROOM5, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI. COMBINATION TYPE.
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
W
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--- - DISCONNECT
171
AHU
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SECOND FLOOR ELECTRICAL PLAN - ELEVATION II JII
SmElw.1'Hi( 4s)
OP021 — DEVELOPMENT
DO NDi THESE DRAWMGS
VERIFY RAILDG ORIENTATION WITH
CGNTRACCTO1i AND 517E PLANS
BEFORE CCNSTRIUCTIOON7AINE
DCIFIC 5 DO NOT CONTAIN
$TRX C INFORI'EMENN (T dNY
STRUCTURAL ELEMENTS (TO BE
PROVIDED BY EWEER
RECORD), ANY DISCREPANCY
Y
IDPMEN51ON5.ORIENTATIpJ, ET T
5E7WEEN OCIA 7HE5E DRAWRY.S AND THE
ASSCCI4TED DRA'llPGS and/a 511E
OF. SHALL BE REEYCNOAND N i0
57RCiOR AT ALL OC NO
CONSTRICT IGN SHALL PROCEED
UNTIL NTR LTORECTED. ST
CONTRACTOR TO MEE THE
RESPONSIBILITY TO MEET ALL
REQUIREMENTS OF LOCAL BUILDING
GfiICIALS I TO COMPLY WITH SidiE
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VERSION: 5.0]
9 �T
ELECTRICAL PLANS
SECOND FLOOR
SHEII
E-2.0 J
VENT2�, x— x
I z.,
VENT VTR
2 PENT 12
LAV
AY We
3"
2"
TUB
CONFORMS 3"
ASSE 101& 2"
PRIMARY-LAV
5
1 VENT
I
PRIMARY-LAV
I
3,. I
I
2
Y
3"
PRIMARY-W/C
TO 5EWER
4021 A` DEVELORIENT
D0 140i 5CA E THESE DRAWM55.
"E WILDN ORIENTATION WITH
Cif AND SITE RA 5
BEFORE CCNSTRKT 1R RESE
DRAWfrk5 W NOT C( Ull
5PECFIG UFGR'1ATION FOR ANY
57RXTURAL ELEMEM5 (70 BE
PROVIDED BY ENGINEER 6
RECCRDI ANY DISCREPANCY
'
DIMENSION', ORIEW 471p , ETC,)
BETWEEN THE5E DRAWWS AND THE
ASSOCIATED DRAW 15 a— 51TE
DRAWING$ SHALL BE (PORTED TO
CONTRACTOR AT ONCE AND NO
CON57RJC7ION SHALL PROCEED
UJTIL CORRECTED. THE
CONTRACTOR AS175 THE
R=SPONSIBUITY TO MEET ALL
REM
IREMENiS OF LOCAL WILDING
OFFICIALS T TO COMPLY WITH 574TE
WILDING CODES
W 0
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IMBEDATE I anosW
REM" :
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VERSION: 5.0
iOlk*
ELECTRICAL PLANS
FIRST FLOOR
8HT•
P-0.1
HOUSEWRAP BARRIER IT
JOINTS) OVER EXTERIOR
SHEATHING PER SPEC -SF
TO OVERLAP RUBBERIZEI
FLASHING
RUBBERIZED THRU-WALL
BASHING, EXTEND UP B
VERTICALLY (4" MIN
VERTICAL PROJECTION
ABOVE SUBFLOOR), TRIO
TO OUTSIDE FACE OF
BRICK
THRU-WALL FLASHING
HOUSEWRAP BARRIER (TAPE ALL
JOINTS) OVER EXTERIOR
SHEATHING PER SPEC -SHEATHING
TO OVERLAP RUBBER
15# BLDG FELT BETWEEN
FLASHING
HOUSEWRAP BARRIER AND
BRICK VENEER -TYPICAL UP
3'
RUBBERIZED THRU-WALL
FLASHING, EXTEND UP B"
1S# BLDG FELT BETWEEN
VERTICALLY (4"MIN
HOUSEWRAP BARRIER AND
VERTICAL PROJECTION
BRICK VENEER -TYPICAL
ABOVE SUBFLOOR), -
TRIM TO OUTSIDE FACE
CONTINUOUS MORTAR NET
WEEP HOLES AT COURSE
OF BRICK
ABOVE FLASHING - 24" O.C.
WEEP HOLES AT COURSE
HORIZONTALLY
NOT TO SCALE
HOUSEWRAP BARRIER -
REFR TO DETAIL FOR CUTTING
COORDINATE 15# BUILDING FELT
BARRIER AT WINDOW OPENING.
APPUCATION WHERE BRICK VENEER IS
SPECIRED
FOLD HOUSEWRAP DOWN OVER HEAD FLASHING
AND APPLY CORNER PATCH EXTENDING I" MIN.
BEYOND BARRIER CUT
INSTALL HEAD FLASHING OVERLAPPING
WINDOW FLANGES A MIN. OF 7' - INSTALL
UNDER HOUSEWRAP
APPLY JAMB FLASHING OVER SIDE
WINDOW FLANGES - MIN. T"ABOVE
HEAD ANDS" OVERLAP AT SILL
INSTALL WINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - TILL
ENTIRE INTERIOR PERIMETER GAP W /
NON -EXPANDING FOAM OR SEALANT
TAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
PREMANUFACTURED PLASTIC SILL
BOOT
I A II I►I r1A\1/ Art r- Ilk II\IAft r•I Ar%I II.I/1
NOT TO SCALE
END WHERE OCCURS -
�GABLE
REFER ELEVATIONS AND DEWS
12
SE ROOF
TYPICAL ROOF COVERING PER SPEC
PLAN
TYPICAL ROOF TRUSSES PER SPEC
----
TYPICAL ROOF INSULATION PER SPEC
RB2
ROOF
PLAN
DRIP EDGE PER CODE 6 COMM. SPEC
p TOP OF C.M.UOFCM.U.
-REFER OT EEYA710N5
TYP. INT. CLG.
MATERIAL -PER SPEC
_ _
FASCIA PER CODE S COMM. SPEC,
REFER TO STRUCTURAL
TYPICAL SOFFIT FINISH PER SPEC
FOR TRUSS TO WALL
TIE BEAM - REFER STRUCTURAL
CONNECTION
TRIM PER ELEVATION PER SPEC
B" CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FINISH ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC
WAINSCOT PER ELEV. PER SPEC
T
VERIFY FOUNDATION PROFILE VARIES BY
TYPICAL BASE
LOCATION/CONDITIONS
PER SPEC
REFER STRUCTURAL
VERIFYDEAIL FOR TERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION A
MATERIAL.
- -
- REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 1-STORY WALL SECTION
NOT TO 5G4LE
ABOVE FLASHING -24 O.C.
SOLD GROUT BEHIND HORIZONTALLY
FIRST COURSE-TYPIC
FOUNDATION POURED FOUNDATION
WALL
BRICK LEDGE
THRU-WALL FLASHING @ BRICK LEDGE
NOT TO 5CALE
GABLE END WHERE OCCURS
12 RHDt ELEVATIONS AND DETAILS
SEE ROOF PUN
TYPICAL ROOF COVERING PER SPEC
TYPICAL ROOF TRUSSES PER SPEC
TYPICAL ROOF INSULATION PER SPEC
FRAMI.ETA M
EX NEAL
FLASHING4,
ABOYAEND\
- CAST STONE SILL OR
% •( BRICKROWLOCK-
\ REFER TO ELEV.
1 BRICK SOLDIER (OR) 3 BRICK
•� COURSES -REFER TO ELEV.
THRU-WALL MEMBRANE
FLASHING
WAINSCOT DETAIL
NOT TO 51-ALE
HOUSE WRAP OVER WALL SHEATHING - PROVIDE
ENOUGH OVERLAP TO COVER METAL FLASHING
AND THROUGH -WALL FLASHING
TAPE OVERLAPPING SEAM
SIDING PER SPEC
12" BEM METAL FLASHING -
EXTEND B" VERTICALLY
EXTERIOR SEALANT
1
CAST STONE SILL OR BRICK
ROWLOCK- REFER TO ELEVATION
BRICK TIE
WEEP HOLE
THRU-WALL MEMBRANE FLASHING
TO FACE OF BRICK W/ MIN. 24'
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
7/8' STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B.,
LATH AND STUCCO) - PER SPEC
PEEL & STICK BRIDGE FLASHING, SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCREED - PER SPEC
INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
CAP SHINGLE- DO NOT STAPLE OR NAIL
DRIP EDGE PER CODE 6 COMM. SPEC
J-. T.O.W.
'
ROOF CEMENT
REFFRTOELFVATIDNS
FASCIA PER CODE &COMM. SPEC.
_
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
REFER TO STRUCTURAL
z
FOR TRUSS TO WALL
TYPICAL SOFFIT FINISH PER SPEC
CONNECTION
TYPICAL WALL FINISH ON FRAME w/
SHEATHING, PER ELEVATION, PER SPEC
PEEL 3 STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING
TYPICAL Dt FRAME WALL AND SHEATHING-
g^
UNDERLAYMENT
REFER STRUCTURAL
6'h6" CORROSION RESISTANT BASE FLASHING - PER SPEC
TYPICAL INTERIOR WALL
FINISH AND BASE PER
SPEC
2ND F.F.
REFER TO ELEVATIONS
WATERPROOF WALL FINISH TRANSITION VARIES
BY ELEVATION. REFER DETAILS AND SPECS
T.O.W.
V� !I . TO ELEVATIONS
TYP. TNT. CLG.
MATERIAL- PER SPEC _
DRIP EDGE, CRACK CONTROL AND WEDS -
REFER DETAILS AND SPECS
REFER TO STRUCTURAL
FOR TRUSS TO WALL
CONNECTION
TIE BEAM
REFER STRUCTURAL
B" CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FINISH ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC
WAJNSCOTT PER REV. PER SPEC
VERIFY FOUNDATION PROFILE. VARIES BY
TYPICAL BASE
LOCATION / CONDITIONS
PER SPEC
REFER STRUCTURAL
VERIFY DETAIL FORTERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION AND
MATERIAL
a
" .
-
HN FL
-
-ILL=JI�IIL=II
y 11 -
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 2-STORY WALL SECTION
NOT TO 5G4LE
PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO WALL AT RAKE
B' STUCCO OVER FRAME (SHEATHING, 2 LAYER
.R.B., LATH AND STUCCO) -PER SPEC
$ 6 STICK BRIDGE FLASHING. SHINGLE LAPPED
VIER STUCCO ACCESSORY
'NYL PLASTER DRIP SCREED - PER SPEC
STALL PER MANUFACTURERS INSTALLATION
STRUCTIONS
dilly-cTullell
AP SHINGLE - DO NOT STAPLE OR NAIL
)OF CEMENT
516" CORROSION RESISTANT BASE
ASHING (TYPI
RE -ENGINEERED WOOD TRUSSES SEE
TRUCTURAL AND TRUSS DRAWINGS FOR
PACING AND CONNECTION DETAILS
YPICAL EXTERIOR WALL ASSEMBLY - SEE
.;TRUCTURAL DRAWINGS
NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO HEAD OF WALL - SHINGLE
1 SCALE:3 -O"
&021 AMH OEVELO ENT
DO NOT SCALE THESE DRAWMGS
VERIFY BUILDW, ORIENTATION WITH
CONTRACTOR AND SITE RAN5
BEFORE CONSTR TION. THESE
DR4WIN65 DO NOT CONTAIN
SFECFD INFDWATION FOR ANY
6TI ACTJRAL ELEMENTS (TO BE
F VIDE D BY ENGINEER GF
RECO )' ANY DI5CRF14NCY
(DIMEN51CN5. ORIENTATION, ETC.)
BETWEEN THESE ORAWW,5 AND THE
ASSOCIATED D_A 5a 'l 517
ORALVW55 514LL BE REPORTED TO
COMRALTOR AT ONCE AND NO
CON57RICTICN SHALL PROCEED
WTIL CORRECTED. THE
CONTRACTOR AS"ES THE
RESF'0N51811_17Y TO MEET ALL
REOIIREMENTB OF LOCAL BUILDING
DPFICIALS A TO OOMPLY WITH 5TATE
BUILDING CODES.
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MEASEDITE 4MM
RENSKIHS:
TWO BY'. FAE
VERSION: 5.0
I @TK11E
MISC. DETAILS
31ffT#
A-
__- 1- -I I I ___
HANDRAILS SHALL NOT BE LESS THAN 34' OR MORE THAN 38' IN HEIGHT
ABOVE THE STAIR NOSING.
HANDRAILS SWILL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS
SHALL BE 1 1/7 CLEAR OF ALL ADJACENT FINISH MATERIALS AND ENDS
SHALL RETURNTO WALL OR TERMINATE 11/4'-T IN CROSS SECTIONAL
DIMENSION, OR APPROVED EQUNAIiNT, N NEWEL POSTS OR SAFE
TERMINALS. HANDRAILS SHALL BEAND BE SMOOTH WITH NO SHARP
EDGEW)DRINEEE
STAIR AND RAILING SUPPLIER INSTALLER SHALL SATISFYALL BUILDING
a z
DEPARTMENTAPPROVAL REQUIREMENTS FOR THE PRODUCTS THEY
PROVIDE OR INSTALL
¢
GUARDRAILS SHALL NOT BE LESS 200 In
<
THAN 3T IN HEIGHT ANY DIRECTION ANY
LOCI
THE HANDRAIL CONSTRUCTION SHALL BE ABLE TO REBS TA
LOAD OF 200 LBS APPLIED IN ANY DIRECTION AT ANY POINT
ALONG THE TOP RAIL
O a
OPEN RAILS SHALL HAVE INTERMEDIATE RAILS OR AN
4' SPHERE AIRY
- O
w
ORNAMENTAL PATTERN SUCH THAT 4' DIAMETER SPHERE
NOT PASS
CANNOT PASS THROUGH.
TNIROIRf
8' SPHERE MAY
THE GUARDRAIL CONSTRUCTION SHALL BE ABLE
NOT PASS
TO RESIST CONCENTRATED LOAD OF 200 LBS IN
THROUGH
ANY DIRECTION
THIS DIAG AM ILLUSTRATES THE
THE TRIANGULAR OPENINGS AT
SPECIFIC REOUIREMENTS OF THE
STAIR TREAD, RISER, d BOTTOM
BUILDING CODE AND IS ONLY AN AID
SHALL BE SUCH THAT AB' DIAMETER
FOR BUILDING DESIGN AND
SPHERE CANNOT PASS THROUGH.
CONSTRUCTION
HANDRAIL/GUARDRAIL CODE DATA
SCALE:I IR 1'-0"
FINISHED SURFACE
_J_EQ.TREADS
SEE PLAN
31C PLYWOOD TREADS
� z
a
�
TYP3/W
w
O y
8I8' PLYWOOD RISERS
I EXPANSION
9(12 NOTCHED STRINGER
#-
GAP
(TYP.))
(3) 2X12 STRINGERS TIP.
8R' TYPE W". BD. AT ALL WAILS AND
CEILING OF ENCLOSED USABLE SPACE
UNDERSTALR
LANDING/STRINGER DETAIL
SCALE. I I/2 1' 0"
FINISHED SURFACE
EQ.TREADS
SEE PLAN
314' PLYWOOD TREADS
0 �g
�a
%
2(12 NOTCHED STRINGER (3 —
SIPoNGETE MIN AT EACH
STAIR RUN)
Wr PLYWOOD FIBERS
SECURE NOTCHED STRINGER TO SILL PLATE
WITH FRAMING ANCHORS. SECURE PLATE TO
SLAB WITH SLOT PINS ALL WOOD IN DIRECT
CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR PROVIDE IMPERVIOUS MEMBRANE
SEPARATION AS ALLOWED BY CODE.
FLOOR/STRINGER DETAIL
SCALE:I IQ I'.0"
1 1/4"
MIN. - 2" MAX. 1 1/4" MIN. - 2" MAX. 1 1/2" CLR.
HARDWOOD TOP MIL
WALLBRACIKETAT
4'4T O.C. MAX
- B LLSTERS SPACED AT
34' O.C. MAX
2r BERG --
2
s
5
STAIR.
WALL.
HANDRAIL
SCALE: V2 I' 0"
(3) 2X12 STRINGERS TYP.
MATCH HEIGHT OF
BASEBOARD
2: FRAMING
GYP. BD.
1xl0 SIORT BOARD
2A2 STRINGER
2.4 SPACER
W TYP T GYP. BD. AT ALL
WALLS AND CEILING OF
ENCLOSED USABLE SPACE
UNDERSTAIR
SKIRT/WALL DETAIL
SCALE: 1 IR": I' 0"
GAP TYP.'�{
3l4"
TYP
2L12 NOTCHED STRINGER
INSTALL 2X FIRE STOP AT MID
SPAN OF STRINGER /
(3) 2112 STRINGERS TYP.
W TYP x GYP. BD. AT ALL WALLS AND
CEILING OF ENCLOSED USABLE SPACE
UNDER STAIR —
STRINGER/LANDING DETAIL
SCALE. 1 112 I'-C"
C2021 MH DEVELOPMENT
CO NOT KALE 7NE5E DRAWN6,5
VERIFY BUILDING ORIENTATION UTH
CONTRACTOR AND 517E PLANS
BEFORE GONSTR Ti.THESE
DRAWY5 DO N0i CONTAIN
SPECIFIC INFORMATION FOR ANY
57R T.#ZAL ELEMENTS (TO BE 1
PROVIDED BY ENGINEER OF
RE0 ) ANY D15CT¢PANCY 1
(DI EN51ON5. ORIEMATICN. ETC)
BETWEEN THESE DRAWRG5 AND TFE
ASSOCIATED DRAWING5 a /,, SITE
DRAUNG5 SHALL BE REPORTED TO
CO RAGTOR AT ONCE AND NO
CONSTRICTION 5NALL PROCEED
IMIL CORRECTED. IS
CONTRACTOR A$"ES TFE
'5PON51131L ITY 70 MEET ALL
REOJIREMENTS OF LOCAL B1ILDRG
OffILIAL5 N 70 COMPLY WRH STATE
BJILDNG CODES
}y U U
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TERM BITE 4WM
REVISIONS:
OMMN 6f: FAE
VERSION: 5.0
MISC. DETAILS �
EXTERIOR
FIBER CEMENT SIDING OVER
TYVEC OR EQUAL
HOUSEWRAP OVER EXTERIOR
SHEATHING AND FRAMING
PER STRUCTURAL DWGS.
6" WIDE SELF ADHERING,
SELF HEALING WATERPROOF
MEMBRANE UNDER 2 LAYERS
OF BUILDING PAPER -
TAPE/SEAL CORNERS
CORROSION RESISTANT
METAL HEAD FLASHING
WITH WRAPPED ENDS
EXTERIOR GRADE SEALANT
OVER BACKER MATERIAL
INTERIOR
6" WIDE, SELF
ADHERING, SELF
HEALING WATERPROOF
MEMBRANE
SHIM SPACE PER
MANUFACTURES'
RECOMMENDATIONS
CAULKINGTYPICAL
WINDOW ASSEMBLY
INSTALLED WITH
CONTINUOUS SEALANT
BEAD AT FLANGE PRIOR TO
INSTALLATION
NOTE WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
HEAD AT FRAME WALL
SCALE: 3"= 1' 0"
EXTERIOR
INTERIOR
SELF ADHERING, SELF
HEALING WATERPROOF
WINDOW ASSEMBLY INSTALLED
MEMBRANE SILL
WITH CONTINUOUS SEALANT
DAM -CONTINUE 6" MIN.
BEAD AT RANGE PRIOR TO
UP JAMBS
INSTALLATION
EXTERIOR GRADE-'
CAULKINGTYPICAL
SEALANT OVER
BACKER MATERIAL
DI WOOD DAM
FIBER CEMENT SIDING
C.'
OVER'TYVEK' OR EQUAL
INSTALL PLYWOOD,
HOUSEWRAP OVER
PAINTED BLACK BEHIND
EXTERIOR SHEATHING
WINDOWS AT
AND FRAMING PER
DORMERSTYP
STRUCTURAL DWGS.
V NOTE WINDOW ASSEMBLY TO BE FAMED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
SILL AT FRAME WALL
SCALE: 3"= F-O"
M LAP SIDING INSTALLED
MFR'S INSTRUCTIONS o/ BUILDING
PAPER o/SHEATHING AS
OCCURS (PER STRUCTURAL
DETAILS(
FOR FRMG. PER
STRUCTURAL DETAILS
GYP BD
HORQ LAP SIDING INSTALLED PER MFR5
INSTRUCTIONS o/ BUILDING PAPER o/
SHEATHING AS OCCURS (PER
STRUCTURAL DETAILS)
FOR G. PER
STRUCTURAL DETAILS
GYP. BD.
11?
LAP BUILDING PAPER MIN 3'
o/ GSM DRIP EDGE HASHING
STUCCO FINISH COAT o/
FOAM TRIM SEE ELEVATION
24 GA GSM DRIP EDGE
2x6
H
ICE B WATER SHIELD AT CORNER$ .
2x6
U
EXTEND 6" UP WALL
lx WD. TRIM
E"
WOOD TRIM SEE ELEV FOR SQ
TRACK ASSEMBLY
SEALANT
2z RES DR. HEAD
2c RES DR. JAMB
GARAGE DOOR
JAMB STRIP
GARAGE DOOR
GARAGE DOOR TRACK
OVERHEAD GARAGE DOOR JAMB
SCALE: 1 I/t"= I'-0"
OVERHEAD GARAGE DOOR HEAD
SCALE: 11/O"= I'-0"
EXTERIOR
FIBER CEMENT SIDING OVER'IYVEK
OR EQUAL HOUSEWRAP OVER
EXTERIOR SHEATHING AND
FRAMING PER STRUCTURAL DWGS.
6" WIDE SELF ADHERING, SELF
HEALING WATERPROOF MEMBRANE
OVER BOTH LAYERS OF BUILDING
PAPER
EXTERIOR GRADE SEALANT
EXIEUOR GRADE SEALANT OVER
BACKER MATERIAL
6" WIDE SELF ADHERING,
SELF HEALING WATERPROOF
MEMBRANE
INTERIOR
SHIM SPACE PER
WWUFACTURES'
RECOMMENDATIONS
CAULKING -TYPICAL
NINDOW ASSEMBLY
NSTALL® WITH
-ONTINUOUS SEALANT
LEAD AT FLANGE PRIOR
TO INSTALLATION
NOTE: WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
JAMB AT FRAME WALL
SCALE: 3"= I'-0"
'E SIDING INTALL PER MANUF. 0/ GRADE
SLDG. PAPER 0/ STRUCT. SHEATHING
JANT
TRIM SEE EEV. FOR SIZE
E'D' BLD'G PAPER 0/ MOLSTOP
'AIN, LAP) o/ WINDOW FINISH
JANT
XNG GLASS DOOR
ME
SLIDING GLASS DOOR HEAD
SCALE: 3"= 1'-0"
I
DO NOT SCALE 1HESE ATI NGS _
VERPY RACID 's AND
51TAtILA WITH
BEFOREC CN AND SITE FLANS
BEFORE C01CO NOTICN. THESE
DCFCR DONOTCONTAIN
SPECIFIC It&(FL_A . (T ANY
STRY_N E BY EN TUTS (TO F -
PROVIDED BY )J aREER CE -
RECCRDI MT' DISCREPANLY
/DIMENSTHES,O ENTARAILI4 I6 ETCH
BETWEEN THESE DRAWMGS A"ID THE
ASEGLGIAIED DRAWRGS aM/or SITE
DRAWINGS SHALL REPORTED i0
CONf7 A ATT CMD NO I .
CONSTRUCTION SHALLLL PROCEED
UNTIL CORRECTED.TNT r
CONTRACTOR ASSIPIETHE
RE6PONSIBILItY t0 MEET ALL �
T&WIREMENTS OF LOCAL BUILDING
R:ICIAL$ 4 TO COI1PLY WITH STATE
BALDING CODES.
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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 CIVIUSITE 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
ROOFTOP 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
DECK/BALCONY LIVE LOAD =40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
MAX TOTAL
LOCATION
I
TOTAL LOAD
LIVE LOAD
DEFLECTION
ROOFTRUSSES
U240
U240
1"
FLOOR JOISTS/TRUSS
U360-
U480
1/2"
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 U600
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
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED = N/A
BASIC WIND SPEED =140 MPH
EXPOSURE CATEGORY =C
INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS =D
SEISMIC DESIGN CATEGORY =A
4. 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
5. GUARDRAIL/HANDRAIL LOADING:
ALL GUARDRAIUHANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
N 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
-E A INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC S) C 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.
FOR P RTLAND CEMENT." CONCRETE
CEMENT HALL CONFORM T ASTM 1 "SPECIFICATION O 0 3 C S CO O O C 50
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 315R,
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; 14/2" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOUNDATION) AGAINST EARTH: 3"
FORMED CONCRETE: 1-112" (#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: 2500 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.
15.01NE 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 WIRE FABRIC (W.W.F.) 6X6-W1.4XWi.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 8 INCHES.
• 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 WITH MANUFACTURER'S 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 1-1/2 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 308R "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 OWNER'S 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 REINSPECTED BY THE
GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
T 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:
1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, "BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 530.7 "SPECIFICATIONSFOR MASONRY STRUCTURES."
O
2, CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH F'm - 1,500 PSI U.O.N. MASONRY SHAL
L HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
4. 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.
5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSI.
AR REINFORCEMENT SHALL CONFORM TO ASTM A615 6. STEEL 6, GRADE 60.
7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
8. 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 (i)-#5 CONTINUOUS VERTICAL REINFORCING BARS. .
9. 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`ib
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"
10"
#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 4 INCHES 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 FM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-413 - "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 112" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" 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"x0.229" WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING = 2'-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:
Fa= 875 PSI FF = 425 PSI FT = 450 PSI F�= 1150 PSI Fv= 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:
FB= 1100 PSI F,= 565 PSI FT= 675 PSI Fo= 1450 PSI Fv= 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
MICROLlAM LVL PARALLAM PSL 0) TIMBERSTRAND LSL
E = 2000 KSI E = 1800 KSI E = 1300 KSI
FB = 2600 PSI FB = 2400 PSI FB = 1700 PSI
(*) -'BOOZER BEAM 2.1 EARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 EIS 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, 48/24 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 MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0,131 "x2-1/2" COMMON NAILS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
11.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 (I)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.0 ON DRAWINGS:
WINDSPEED OF
<= 140 EXP. C
WALL HEIGHT
8FT
9FT
10FT
STUD
SIZE
HEADER SPAN
(FT)
4
1J/1K
1J/1K
1J/1K
6
1J/1K
1J/iK
1J/2K
8
lJ/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
(FT)
4
iJ/1K
1J/1K
1J/1K
6
1J/1K
1J/1K
1J/1K
8
lJ/1K
1J/1K
1J/iK
10
1J/1K
1J/1K
1J/iK
2x6
12
1J/iK
1J/1K
iJ/lK
14
1J/iK
1J/1K
1J/1K
16
1J/iK
1Jl1K
1J/1K
18
1J/1K
1J/iK
1J/1K
N
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
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 ANSIrTPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURER'S 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 UPLIF ULATERAL 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.
8. 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:
1. 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 BEAM/BOND 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
INTO 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
7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
INTO GROUT FILLED MASONRY (GFCMU):
A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8"
O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 60" O.C.; LIKEWISE A
O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4DISTANCE AT 2'-8"
1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END D 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
6-0"
140
6"
150
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 1-1/2" 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
1-1/2", INSTALL NEW ANCHORS.
5. MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANG REPAIR
< 5/8" NO REPAIR REQ'D
5/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>1-1/2" 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 DRILLED/BORED 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
HOLE/NOTCH 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"X1-1/2" SIDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1/4"X3" SIDS SCREWS, WHERE
"#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP PLATES: A HOLE, OUT, 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 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2" WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
GA. MIN.) @ 24" O.C. MAXIMUM.
15.STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDER/BEAM PLY COUNT WITHIN 112" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDER/BEAMS 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).
O
I- JIST
17 FLOOR ARE DESIGNED BY THE TRUSS AND/ORDEL IDENTIFIED
O O Fieldstone
GA EDTEMS ENGINEER AND BEN CONFORMANCE WITH HOEOLOADS & DEFLECTIONS
IN SG N THE DESIGN N CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S C U RER'S RECOMMENDATIONS
O
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
C.O.A.# ARCHITECURE:
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT LETTER
AA26002802
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
CONFORM TO ASTM D5055.
C.O.E.# ENGINEERING -
JURISDICTION SPECIFIC NOTES:
29349
1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
0 IBRAHEM ELAYEB, PE
BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
P.E.# 91476
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE, THE SOFFIT BOARD
gENJAM I N NIESE PE
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
P.E.# 86025
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION
06/21 /2024
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
DATE
8602
ATE OF
F�ORIDP' •' ���
AIiII\\\
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
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12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466,3310
www. fieldstoneae. com
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8" CMU, VERT. PER PLAN PER PLAN
REINF. PERPLAN CMU COL.
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FMM-010 FGM-033
8"CM4VE CMU, VERT. 8'CMU, VERT. B"CMU, VERT.
REINF. PREINF. PER PLAN 3/4" RECESS IN SLAB REINF. PER PLAN REINF. PER PLAN
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#4 CONT. ON CHAIRS 1'-0" @ #4 CONT. ON CHAIRS #4 CONT. ON CHAIRS 2STORY
2STORY 2STORY RECESS w/SLAB 2 STORY RECESS W/ PAVERS
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NOT TO SCALE FMG-090
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PER GEN NOTES ONT. STEEL SPLICE EA. SIDE. SAME
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SIZE - 140 MPH > 140 MPH O COMPLY
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REFER TO DETAIL FOR MINIMUM EDGE DISTANCES IN •-tom NUMBER CORNER
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGIN€F. _INC
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
06/21/2024
DATE
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
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SCALE: 114"-1'-0'
NOTES:
1. 3 112" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER
2. REFERENCE FINISHED FLOOR ELEVATION - 0'-0"
3. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES
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C.O.A.# ARCHITECURE:
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29349
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■ BENJAMIN NIESE, Pam-- E OF
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06/21 /2024 AL `\•?G
DATE 1III
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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UNML MD BOND BEAM LEGEND
1. BOND BEAM IS TO BE 8" KNOCK OUT BLOCK
WITH #5 BAR GROUTED SOLID, CONTINUOUS
AROUND PERIMETER OF STRUCTURE
2. MINIMUM 4" NOMINAL BEARING PER END @
LINTELS OR AS REQUIRED BY MANUF.
3. LINTELS WITH A CLEAR SPAN LONGER THAN
12'-4" SHALL BE PRESTRESSED.
4. BOND BEAM ELEV = VA" U.N.O.
5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A
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
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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 NAME
WALL/HEADER
PLAN
SHEET #
04.1 J
MSTCM40 FR&3050SH
MSTCM40 FROM KING
STUD ACCR
STUD ACCROSSFLOOR
TO CMU WA
TO CMU WALL BELOW
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06DATE 24
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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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LOCATION OF
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112, SDS SCREWS TO BASE
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FLOOR/LOW ROOF FRAMING PLAN ELEV. IIJII
SCALE'. 1/4'-10"
NOTES:
1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
(2)HTS16 TO (2)2x4 BUI
COLUMN. DTT2Z @ BA:
COLUMN w/ (8) 1/4"x1-1
& 1/2" ATR ACROSS FL(
SET-3G EPDXIED TOT(
CMU WALL, MIN. 12' EN
SEE R60/S4.1
ROOF FRAMING PLAN ELEV. II JII
SCALE: 114"=1' 0"
NOTES:
1. REFER TO DWG 50.1 FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
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)
H2SA TO BE USED TO MULTIPLYTRUSS,
(1) EACH SIDE w/8d NAILS MIN. SIMPSON
H2.5A MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL w/8d 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 SEWC15600
B) MULTI -PLY TRUSS REQUIRE (2)
SDWC15600 AT EA. PLY
C) (1) SDWC15600 SCREW FROM TOP
PLATES TO JACK TRUSSES
4, FOR DEL TWIST STRAP TRUSS
CONNECTIONS (LTS/MTS/HTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISCLAIMER
FOR PLANS FIELDSTONE AE IS NOT
4CTED TO PERFORM TRUSS REVIEW
CONTRACTOR IS RESPONSIBLE TO
:THE DIRECT COMPLIANCE OF TRUSS
4CTURER LAYOUT TO THESE
IGS & VERIFY ALL TRUSS
CTORS ARE SUFFICIENT TO
AND THE UPLIF ULATERAL LOADS
D.
-RUSS CONNECTOR SHOWN IN THESE
IGS CAPACITY HAS BEEN EXCEEDED,
JSS MANUFACTURER SHALL NOTIFY
GINEER OF RECORD IMMEDIATELY
16 TO (2)2x4 BUILT UP
AN. DTT2Z @ BASE OF
AN W (8) IAN1-1/2" SIDS
NTR ACROSS FLOOR &
i EPDXIED TO TOP OF
TALL, MIN. 12" EMBED.
i0/S4.1
�16 TO (2)2x4 BUILT UP
AN. DTT2Z @BASE OF
AN w/ (8) 1/4"xl-1/2" SDS
TR ACROSS FLOOR &
VALL, MIN. 12" EMBED.
i0/S4.1
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERING:
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06/21 /2024
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DATE
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III
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 NAME
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SHEET #
S3.1 J
-- I- I -----. I _ —_.- I I I I i - --I -_-r I - -- ---------...._
— I T L_— I
STRUCTURAL SHEATHING, SEE PLAN AND
DETAILS FOR ATTACHMENT
PRE-ENGINEERED
11/2' WOOD TRUSSES
AT 24" O.C. MAX.
-OR-
2x BLOCKING AT 2x RIBBON BOARD
ATTACHED TO TRUSS
SHEATHING EDGES w/ (3) w/ (3) 1Od NAILS, 24"
Ed NAILS INTO TRUSS O.C. CENTER MAX.
CONTINUOUS SPACING _
STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL
NAIL PER TYPICAL SHEATHING NAIL PER
SHEATHING DETAIL TYPICAL SHEATHING DETAIL
TYPICAL TRUSS TYPICAL TRUSS
ANCHOR PER PLAN DETAIL AT TRUSS HEEL > 9 114" ANCHOR PER PLAN
NOTE:
REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR
SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS)
STRUCTURAL SHEATHING, SEE
PLAN AND DETAILS FOR
ATTACHMENT
PRE-ENGINEERED WOOD
TRUSSES AT 24" O.C. MAX.
TRUSSANCHOR
PER PLAN
FASCIA, (SEE ARCH DWGS) -
BOND BEAM
r•:• PER PLAN
DETAIL AT TYPICAL TRUSS
wl HEEL < 91/4"
%1 ROOF TRUSS ON MASONRY „/0,/2023
nvT
NOT TO SCALE RWM-010
2X4 BLOCKING AT 20" STRUCTURAL SHEATHING,
O.C. W/ (2) 12d TOENAILS (SEE PLAN FOR
EA. END TO TRUSS ATTACHMENT)
PRE-ENGINEERED
BOND BEAM PER TRUSSES AT 24" O.C.
PLAN AND SCHEDULE
SHEATHING PER PLAN
8" CMU WALL, SEE META76 AT BLOCKING
PLAN FOR VERT. SEINE.
WALL BRACING @ NON-BRG. EXT. WALL (NON -SHEAR) 11/01/2023
�JvT
NOT TO SCALE RWW070
STRUCTURAL
SHEATHING PER PLAN
PRE-ENGINEERED
TRUSSES AT 24" O.C.
TRUSS STRAP PER PLAN
Fm�:•
EXTERIOR
INTERIOR
8" CMU WALL,
SHEATHING PER PLAN
SEE PLAN FOR
VERT. REINF.
%BRACING @PERPENDICULAR BRIG. WALL (NON -SHEAR) „/01/2023
�JNOT TO SCALE
RWM-080
NOTE:
REFER TO ARCHITECTURAL DRAWINGS
STRUCTURAL SHEATHING
AND/OR TRUSS MANUFACTURER
SEE PLAN AND DETAILS
DRAWINGS FOR SPECIFIC TRUSS
FOR ATTACHMENT
PROFILE INFORMATION. (i.e. HEEL
HEIGHTS, SLOPE, OVERHANGS)
PRE-ENGINEERED
WOOD TRUSSES
-_
AT 24" O.C. MAX.
OR.
2x BLOCKING AT
2x RIBBON BOARD
SHEATHING EDGES w/ (3) Ed
ATTACHED TO TRUSS w/
NAILS INTO TRUSS
(3) 10d NAILS, 24" O.C.
CONTINUOUS STRUCTURAL
CENTER MAX. SPACING
SHEATHING NAIL PER
CONTINUOUS STRUCTURAL
TYPICAL SHEATHING DETAIL
SHEATHING NAILPER
FRAMING PER PLAN
TYPICAL SHEATHING DETAIL FRAMING
PER PLAN
DETAIL AT TRUSS HEEL > 9 1/4"
TRUSS ATTACHMENT:
ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL
BELOW USING ONE OF THE BELOW METHODS. ONE FULL
OPTION MUST BE USED FOR CONTINUOUS LOAD PATH:
a. INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT.
SHEATHING INTO DOUBLE TOP PLATES EXT.
SHEATHING IS CONTINUOUS AND WILL TRANSFER
COMBINED SHEAR & UPLJFF
b. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO
TOP PLATE ON INSIDE OF THE WALL. ADDITIONALLY
INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS @ EA
STUD. EXT. SHEATHING IS CONTINUOUS AND WILL
TRANSFER COMBINED SHEAR & UPLIFT.
c. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP
PLATE, EXT SHEATHING IS CONTINUOUS AND WILL
TRANSFER COMBINED SHEAR & UPLIFT.
4°-14°C�4'-14`
22 1/2`
TRUSS OR 1� -73 OPTI L
30° M RAFTER
SDWC15600
m m
OVERHANG OVERHANG
PER PLAN PER PLAN
1/2"-1 314"
SINGLE SDWC: CONFIGURATION A SINGLE 3DWC: CONFIGURATION B
(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
INTO TRUSS/RAFTER INTO TRUSS/RAFTER
STRUCTURAL SHEATHING, TRUSS OR
SEE PLAN AND DETAILS FOR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
ATTACHMENT 3/4'
PRE-ENGINEERED WOOD +/ 1/4" (2) �.DWC15600 (2) SDWC15600 (2) SDWC15600
TRUSSES AT 24" OC. MAX.
TRUSS ANCHOR PER PLANFRAMING PER PLAN 3" VERHANG OVERHANG OVERHANG
FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL +/- 1/4" PER PLAN PER PLAN PER PLAN
THING NAILPER
❑ ❑ DETAIL AT TYPICAL TRUSS w HEEL
9L SHEATHING DETAIL � ❑�4�14'20 2 ° 20°-25°3/4 CONFIGURATION A'/4 BLE SDWC UBL(TRSS WC: C FROM SRTUIDON B DOUBLEISTDI CONFIIGUGHnON D
�• / / • • (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATEINTO TRUSS/RAFTER INTO TOP PLATE
.221/2` 221/2 INSTALL THROUGH TOP TRUSS/RAFTER
Mal MM OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER
Roe ROOF TRUSS ON FRAMING 11/01/2023 Ro3 TRUSSIRAF ER TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023
RVVW-020 RWW-030
CONTINUOUS CONT. 2X4 (MIN.)w/ STRUCTURAL
STRUCTURAL (2) 1 Od NAILS SHEATHING PER PLAN
SHEATHING, SEE -
PLAN FOR 2X4 OUTRIGGER AT 24" O.C. REQ'D AT
ATTACHMENT OVERHANGS GREATER THAN I5".
10d TOENAILS @ (2) A35 @ EA. ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO
6" O.C. TRUSS' HORIZONTAL BRACE, wl TYP TRUSS CONNECTOR PER PLAN TRUSS IL (3), Od
TOP PLATE ONE EA. SIDE TOENAILS
WALL FRAMING ALONG TOP PLATE STRUCTURAL DROPPED TOP GABLE w/OUTRIGGERS
PER PLAN SHEATHING PER PLAN
WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER
EDGE NAILING SHEATHING EDGE (2) 1 Od NAILS
IN LIEU OF BLOCKING AND `�/ (2) 10d @ EA.
EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT
WITHIN THE GABLE, IT IS TRUSS WEB 24" O.C. REO'D AT BLOCKING AS REQUIRED
ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15". FOR BRACING BY TRUSS
"PERMANENT TRUSS
EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER.
BOTTOM CHORD OF TRUSS AS SHOWN) CHORD w/ (2) 16d NAILS / BRACING PER TRUSS
AT 16" O.C.
TO TRANSFER LOAD. MANUFACTURER @ 10'-0"
2X4 BLOCKING @ I SEE REQUIRED I
GABLE TRUSS w/
TOE -NAIL SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING.
EDGE NAILING /Y (2) 10d @ EA. END NOTED IN THE I� MANUFACTURER (1) ADDITIONAL FLAT 2X4
SHEATHING J TO ADJACENT STUD FRAMING SHEET q-q A_q (i.e. BSCI REQ'MTS) WITH BLOCKING
SPLICED SHEATHING TRUSS NOTES EXTENDING A IN. OF (3)
TRUSS BAYS PLACED
BETWEEN PERMANENT
(3) 1Od *Zll�-,'TRUSS
() 10d NAILS @ TRUSS BRACING
EA. TRUSS CHORD (RESULTING IN 5'-0" MAX.
NAIL BOTTOM CHORD PROVIDE 2X8 PT PLATE w/ 1/2" DIA. x 10'� OVERALL BRACING)
OF GABLE TRUSS w/ ANCHOR BOLTS C 4'-0" O.C.MAXw/3"x3"12d's AT4"OCORIZONTAL 2x
MASONRY HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN
5 MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF
SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO
A -A (WOOD) A -A (MASONRY) ATTACHMENT OF ALL BEAM @VAULTED CONDITION, SEE PLAN PERMANENT BRACING
STRUCTURAL SHEATHING. AND DETAIL. w/ IOd @ 4" O.C.
Ros, END TRUSS BRACING DETAIL 11/01/2023
CONT. 2X4 wl (2) TYP TRUSS RWM-090
12d NAILS CONNECTOR PER PLAN
STRUCTURAL
SHEATHING PER PLAN
ALT. OUTLOOKER FRAMING
/- VALLEY SET
TRUSSES @ 24" O C.
VALLEY SET
MIN. 9" LONG 20
GA. FLAT STRAP
TRUSSES @
24" O.C.
w((8)16d
SHEATHING
SHEATHING
PER PLAN
PER PLAN
2X4 BLOCKING
UNDER TRUSS
ENDS, NA I L TO
TRUSS CHORDS
(1) SDWC15600
w/ (3) 1Od EA.
TRUSS SCREW
END.
TO EVERY
OR
TRUSS BELOW
VALLEY SET
TRUSSES @ 21 O.C.
t77�7� SHEATHING
PER PLAN
-------------
2X4 PURLIN @ EA. VALLEY
�� TRUSS, NAIL 16 COMMON
J]::I. TRUSS wl (3) 16d GUN NAILS
•1 BOTTOM CHORD OF VALLEY
TRUSS NAILED TO PURLIN w/
B1 Od GUN NAIL @ 8" O.C.
RTRUSS
os
QVALLEY SET OVER FRAME 11/01/2023
NOT TO SCALE RWG-060
STRUCTURAL ryp TRUSS
SHEATHING PER PLAN
2X4 LADDER FRAMING AT 24"
2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/
CONNECTO R
O.C. REQ'D AT OVERHANGS
(p) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C.
CONT. 2X4 w/ (2) PER PLAN
GREATER THAN 12", ATTACH TO
w/ MIN. Ed NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
12d NAILS
TRUSS TOP CHORD wl (2) 16d
WHEN SECOND BRACE IS REQUIRED,
NAILS AT 24" O.C.
NAIL TO OPPOSITE SIDE OF BLOCKING.
SEE REQUIRED
BRACING PER TRUSS
STRUCTURAL
1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2X4 "L" BACK.
MANUFACTURER
SHEATHING
PER PLAN
2. AT VERTICALS OVER 6-6" TO S-4" USE (2) 2X4 "L" BACKS L
EA. SIDE) (OR FRAME PER CASE 3 BELOW).
3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2X4 "L" BACK
ALT. OUTLOOKER FRAMING
AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
(REQ'D AT 170MPH OR GREATER)
PEAK AND AT (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 wl (5) 12d's AT EA.
END. IN ADDITION TO THE SECOND DIAGONAL, A
STRUCTURAL SHEATHING
PLAN FOR
STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND
PRE-ENGINEERED WOOD
ACHMENT OF
MUST BE ATTACHED TO EA. "L" BACK WITH 2 12d's AND ONE
( )
TRUSSES AT 2'-0" O.C. MAX.
STRUCTURAL
ATHING.
SIMPSON HIS OR ONE LISP RTS CONNECTOR.
FASCIA
SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's AT 6"
(SEE ARCH. DWG.)
P
O.C. NOTCH V' BACKS AT TOP AND BOTTOM.
WOOD
TRUSS APRE-ENGINEERED
AT 2'-0" O.C.
MAX.
PER PLATRUSSES
_
CMU WAFASCIA (SEE ARCH.
DRAWINGS)
jTFI-SNCHORN
SHEATHING
PER PLAN
PARTIAL WOOD BEARING
DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP)
11/01/2023
R 1 o
RWM-100
Ie1� sT�a4a
ENciN F
HOUSE WIDTH
"X" = 10/
HOUSE WIDTH
"X" = 10/
HOUSE WIDTH �( 3
7
2
2WOODTRUSSESAT
SEE REQUIRED
BRACING PER TRUSS
MANUFACTURER
CONT. 2x FASCIA PER
ARCHS wl (2) 12d NAILS
(REQ'D AT 170MPH OR GREATER)
STRUCTURAL
SHEATHING PERPLAN
2X BLOCKING BAYS BACKO3
THREE TRUSS BAYS HACKPRE-ENGINEERED FROM GABLE END
STRUCTURAL SHEATHING
2X4 PURLIN @
EA VALLEY
���777
JGA.BLE
2-0'O.C. MAX.
2x BLOCKING TOENAILED,
PER PTRUSS.
BOTTOM CORD OF VALLEY
NAILTO
COMMON
GE
END
—
RIDGE
GABLE END
RIDGE
O
3TRUSS BAYS BACK
FROM GABLE END
STRUCTURAL
SHEATHING PER PLAN
2X4 BRACE
TRUSS NAILED
TO PURLIN w/ 1Od GUN NAIL
@
CONT. 2x FASCIA PER
ARCHS wI
TRUSSW/ (3)
16d NAILS
BOSTON HIP
3
GABLE
HIP 14
\ r
`t'1J
H2.SA @ EA. OVER
FRAMED TRUSS
214 BLOCKING
SHEATHING PER PLAN
H2.SA @ 6(20"1011 .CNAILS
MAX
PRE - ENGINEERED WOOD
TRUSSES AT 2'-0" O.C. MAX
BETWEEN TRUSSES
MASONRY
TRUSSANCHOR
ROOF SHEATHING
NAILS
ROOF FASTENING ZONES
2
3
SHINGLE:
7/16" SPAN RATED SHEATHING
8d RING
PANEL EDGES @ SUPPORTS (1)
6" O.C.
6" O.C.
4" O.C.
OR
SHANK
TILE: 15/32" SPAN RATED SHEATHING
0, 113" x 2-3/8"
OR
PANEL FIELD (1)
6" O.C.
6" O.C.
6" O.C.
METAL: 15/32" SPAN RATED SHEATHING
BO(9pBMEBRII CONTINUOUS
EA. END 8" CMU WALL OR LINTEL, SEE SHEATHING
_PLAN FOR REINFORCEMENT EDGE 2A
NAILIBRACE
NG
H2.SA @ EA. PER PLAN
TRUSS TIE PER PLAN
OVERFAMED TRUSS HiOA@EA END
a� (2)SDWC15600 HANGER OF VALLEY
/ SCREWS FROM PER TRUSS & 10' - 0"
• EDGE NAILING TOP PLATES TO WOOD MANUF.
2X4 O.C. MAX
NOTES:
PER PLAN
FRAMING PER PLAN
TRUSS @ 115
O.C., EA PLY.
FRAMING
SHEATHING
i. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES ORRAFTERS-TYPICAL.
� SHEATHING, SEE PLAN
WOOD
(1)
PER
PER PLAN
2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
FOR ATTACHMENT
PLAN
3. FASTENING TOTAL M R OF E
3
�•r/�1
OVERFRAMED GABLE END DC IIUL
TYP. GABLE END DETAIL
11/30/2023
30' WIDE HOUSE ZONE, 4Y WIDE HOUSE = N ZONE, 50' WID HO SEE 5N ONE, 60 WID HOUOSE 6, ZONE
MOD U 1/30122023)
RZOB
R20C
(MOD)
RWG-202(RB-449)
RWG-203 (RB�49)
C/L ������
ROOF SHEATHING ATTACHMENTDIAGRN
R 11
(MAXIMUM OF 150 MPH EXP C) 11/01 /2023
RWG-110
w L<� +raxzo-ai<IMaso�ar
t.o-s+i++'-1 sos 1-SB o T—S
q.p slMPsoN HT.M1.TOR
EA sQ o O-'O'
EA T—
"LIFT
nRcHlrTl oREcoRo ooe aEPeoaalARE soLur oNnrloNCT ENowEeRooR
�1 MISSED TRUSS STRAP REPAIR
�JorTO IIALE
_.
ORO Fieldstone .......
C.00A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERIN No. 8602
29349
O IBRAHEM ELAYEB, PE ,0
P.E.# 91476 {�
■ BENJAMIN NIESE, PE % E OF
P.E.# 86025 ��F ' F�ORIDQ • ' ��`�
06/21/2024 s/ONAL `�?��`
DATE 111
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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DRAWN BY F FAE
VERSION: 5.0
SHEET NAME
DETAILS -
ROOF
SHEET #
S4.1
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PANEL EDGE
FIELD
I BLOCKING
REQUIRED (MIN.)
SIZE
NAILING
SPACING
REQUIRED
7/16
Ed
3" O.C.
12" O.C.
ALL EDGES
SHEATHING
PANEL EDGE NAILING
NOTE: PROVIDE BLOCKING
AT ALL SHEATHING EDGES S
STRUCTURAL
SHEATHING
SINGLE NAIL EDGE SPACING
1/2 S
2X4
DOUBLE NAIL EDGE SPACING
BLOCKING
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PANEL EDGE
FIELD
BLOCKING
REQUIRED (MIN.)
SIZE
NAILING
SPACING
REQUIRED
7"6
SHEATHING
Btl
3" O.C.
12" O.C.
ALL EDGES
° S
STRUCTURAL SHEATHING
3/8"
FIELD NAILING,
TYP.
SINGLE NAIL
I.'
EDGE SPACING
STUD SPACING g — PANEL EDGE -
PER PLAN a NAILING
SHEATHING SPLICE -SAME
NAILING THICKNESS AND STRENGTH AXIS 3 112" BOTTOM
PER PLAN ORIENTATION AS WALL SHEATHING �•� CHORD
TYPICAL SHEATHING DETAIL 11/01/2023 3W02 GABLE END SHEATHING DETAIL 11/01/2023
NOTTOSCALE WGW-010 NO7 TO SCALE WGG-020
INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE:
Ix CUSTOM P.T. BUCK TO 2. OR GREATER BUCK TO
ix WOOD MASONRY MASONRY
I P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2
- ATTACH w/ "T" NAILS @ 4" 1/4" = 1/4"x4" MASONRY
ATTACH FROM ENDS AND 12" O C. SCREWS @ 4" FROM ENDS
WINDOW PER REMAINDER. ATTACH AND 12" O.C. REMAINDER.
FLORIDA WINDOW THRU BUCK INTO w/ 1 1/4" EMBEDMENT
•' PRODUCT MASONRY PER FLORIDA
gAFgLgN L PRODUCT APPROVAL
FINISH PER ELEVATION
r1TYPICAL WINDOW ATTACHMENT DETAIL 12/17/2021
VV
\,JN071L0. SCALE WGM-140
STRUCTURAL SHEATHING
2x FRAME WALL w/P.T.
& ATTACHMENT PER PLAN
SILL PLATE, PER PLAN
ANCHOR BOLTS OR STRAPS,
SEE GENERAL NOTES, U.N.O.
r�
B" CMU WALL, BOND BEAM
g
&VERT. REINF_ PER PLAN
INT. FINISH WOOD BUCK ATTACHMENT:
ac OR GREATER BUCK TO MASONRY
1x WOOD
BUILT-UP THICKNESS < 21/4" = 1/4"x4"
2x P.T. BUCK
MASONRY SCREWS @ 4" FROM ENDS
AND 12" O.C. REMAINDER w/ 1 1/4"
ATTACH DOOR PER
EMBEDMENT
FLORIDA PRODUCT
•.
APPROVAL
'.,-• _ ALTERNATE:
7 ❑
1x CUSTOM PT SUCKTO MASONRY
MATCH FRAME WIDTH, ATTACH w/'7
BRICK
NAILS @ 4" FROM ENDS AND 12" O.C.
�.� MOLD
FINISH PER
,` ELEVATION
REMAINDER. ATTACH DOOR THRU
BUCK INTO MASONRY PER FLORIDA
PRODUCT APPROVAL
9�112 FRAME WALL ON MASONRY WALL 11/01/2023W15 TYPICAL DOOR ATTACHMENT DETAIL 11/01/2023
NT T OO SCALE WGM-121 NOT TO SCALE WGM-150
EXT. WALL
PER PLAN
2X4 BLOCKING @ 24" O.C.
NAILED BETWEEN STUDS
w/ (2) 10d NAILS EACH END
INT. WALL
PER PLAN
(2) 10d NAILS EN
STUD TO EA. BE(
2X4 DBL
TOP PLAT[
BLOCKING
JSH WITH:
-ACE THAT
1DJACENT'
RSECTING
INTERSEC
/ALL BEYOI
PARTY OR
;TERIOR W,
SILL PLATE
EN IN CON'
r/CONCRE
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.)
HEADER STRAP REQ'MNT PER TABLE
ULT BASIC
WIND SPEED
HDR MAX
CLR SPAN
STRAP
REQ'MNT
<140 MPH
4 FT
LSTA1 B
<140 MPH
9 FT
MSTC28
<160 MPH
5 FT
MSTA24
SHEATHING PER PLAN
AT FOUNDATION CONDITION - HOLD
DOWN RFOUIRFMFNT PER TAR[ F:
ULT BASIC
HDR MAX
WIND SPEED
CLR SPAN
HD REQ'MNT
<140 MPH
4 FT
DTT27 w/ (8)-1/4"x1-1/2"
& 1/2"x6" TITEN HD'
<140 MPH
9 FT
HTT4 w/ (18)-0148"x1-1/2" TO
KING & 5/8'x6" TITEN HD'
<160 MPH
5 FT
DTT2Z w/ (8)-1/4"x1-1/2"
& 1/2"x6" TITEN HD'
(2)-2x TOP PLATE
- EDGE NAIL SHEATHING
PER TYP SHEATHING DI
r # OF JACK STUD
PER PLAN OR
GENERALNOTES
— T
I
I II I I I
I II II I
I II I
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, (2) PLY.
MIN. ADDITIONAL JACK/KING
STUD CONNECTOR
REQUIREMENTS PER PLAN.
AROUND DENG
TAIL REQ'MNTS
2XFRAMING BELOW WINDOW
DENGS PER PLAN; OMIT AT
DOOR OPNGS, TYP.
AT 2-STORY FLR-TO-FUR
CONDITIONS (IF APPLIES):
2x STUDS, SPACING PER -
PLAN/NOTES TYP. U.N.O. STD HEADER CONFIGURATION ' APPLY (1) STRAP TO JACK STUD W/
(VIEWED FROM INTERIOR) HDR STRAP & (1) STRAP TO KING STUD
` AT CRAWL/BASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTED FOR ATE
OF SAME DIAMETER DRILL & EPDXY 6" MIN EMBED TO FOUNDATION WALL
(6) 0.148"x3" FACE NAILS
THRU KING STUD TO
HEADER (MIN. 3 FA. PLY.)
HEADER STRAP REO'MNT PER TARI F
ULT BASIC
WIND SPEED
HDR MAX
CLR SPAN
STRAP
REQ'MNT
<140 MPH
4 FT
LSTA18
<140 MPH
9 FT
MSTC28
<160 MPH
5 FT
MSTA24
ULT BASIC
WIND SPEED
HDR MAX
CLR SPAN
HD REQ'MNT
<140 MPH
4 FT
CS16x48" L.G.
<140 MPH
9 FT
(2) CS16x48" LG.'
<16D MPH
5 FT
CS16x46" L.G.
2X CRIPPLE STUDS @ 16" O.C.
OVER HEADER, TOP/BOTTOM STUD
CONNECTORS PER W10/S4.2 TYP.
ALT. HEADER CONFIGURATION
(FOR INFORMATION BEYOND BREAKLINE OR NOT SHOWN REFER
TO STD HDR CONFIGURATION)
ROUGH OPENING MITER LINTELS BY
BELOW FIELD CUTTING
#5 REBAR IN VERTICAL
GROUT FILLED CELL
#5 CORNER DOWELS INSIDE
nl AND OUTSIDE OF VERTICAL
z #5 BAR AS SHOWN
PRECAST LINTELS
FILLED WITH GROUT
��TYPICAL OPENING (@ BEARING WALL (FL1CCD) 11/01/2023 i l
xi , E��EG, CRNR DETAIL wl COLUMN BELWGW-050 2/28/2022
WGM-250
DOUBLE 2x TOP TOP PLATE CONNECTOR,
EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE
MID SPAN BLOCKING ONE):
PHD'Sw/2"WASHERS
BETWEEN EACH a. (1) SPH4 @ 2X4 WALLS
STUD,U.N.O. (1) SPH6 @ 2X6WALLSGARAGE DOOR AND b. (2) H2.5A (ONE EA SIDE OF
TRACK, INSTALLED PER BOTTOM PLATE CONNECTORS, PLATE)
MANUFACTURERS SPACING PER PLAN (CHOOSE ONE): c. (1) SP2
SPECIFICATIONS. a. (1) SPH4 @ 2X4 WALLS d. (2)SDWC15600
(1) SPH6 @ 2X6 WALLS e. STRUCTURAL SHEATHING &
b. (2) H2.5A (ONE EA SIDE OF PLATE) SHEATHNG PER PLANNAILING PER PLAN
2X6 WOOD BUCK ANCHORED c.(2) SP1 (ONE EA SIDE OF PLATE)TO CMU w/1/2" x 6..U' BOLTSd. (3) SDWC15450 SCREWS 2x STUDS AT 16" O.C.
OR 5/8" x 6" SIMPSON TITEN e. STRUCTURAL SHEATHING & 2x BOTTOM PLATE
AT 24" NAILING PER PLAN PER PLAN
O.C. & WITHIN 6" OF TOP AND LOAD BEARING WALL wl UPLIFT 8/27/2021
FRAME TO BUCK BOTTOM, OR (2) ROWS OF 1/4"
TO MASONRY x 3" MASONRY SCREWS @ 12"
O.C. STAGGER ROWS 6" WGW-105
EXTERIOR CMU WALL
1/4" DRIVE-IN ANCHOR
DOUBLE 2x TOP PLATE
GARAGE DOOR AND
TRACK, INSTALLED PERV�\i�
MANUFACTURERS MID SPAN BLOCKING BETWEEN
SPECIFICATIONS. EACH STUD AT FRAME WALLS 2x STUDS SPACING
w/ PLATE HEIGHT 9' OR PER GENERAL NOTES
TALLER, OTHERWISE MAY OMIT.U.N.O. PER PLAN
1/4" HILTI SLEEVE
OL� ANCHORTO EQUALMIN.1 PE2.
R
{� EMBED INTO MASONRY (i)PER SHEATHING
BRACKET 2x BOTTOM PLATE PER PLAN
FRAMETO •• MATCHING WALL WIDTH
010MASONRY ❑'�
w1 s TYPICAL GARAGE DOOR ATTACHMENT 11/01/2023 W 11144A1ff77LOAD BEARING WALL w/o UPLIFT 11/01/2023
NOT TO SCALE WGM-160 WGW-111
SHEATHING
PER PLAN
2x STUDS @
16" O.C.
END STUD
TO FLAT
STUD w/
0.162"x3-1/2"
(SA(F�-QSI
�OO.C.
21 STUD -�
STRUCTURAL
PARALLEL TO
SHEATHING
COGN5Q MD
PER PLAN
TOW164
STUD w/
I '�D.q1 L6�2""x3-1/2"
CAU Vi11YI/1 MRNER
7/16/2021
TO BOND BEAM
PER PLAN
#S REBAR, CONT
IN BOND BEAM
BOND BEAM
PER PLAN
#5 REBAR HOOKED
DOWEL
#5 REBAR VERTICAL
INSOLID FILLED
TOP OF HEADER AT
MTL STRAP LOCATION
BOTTOM OF TOP PLATE
MATCHES STD CONDITION
PLATE HEIGHT PER PLAN
2x CRIPPLE STUDS
(2)-2x CONT FLIT PLATE
USE (3)-2x PLATE AT DEL
MTL STRAP LOCATIONS
ALT RAISED HEADER
END LENGTH
CONTINUOUS DOUBLE
2x FULL HEIGHT KING STUD
w/ PEN. NUMBER PER PLAN
:DULE 2x TOP PLATE
PLATE HEIGHT PER PLAN
HEADER PER PLAN
N
Cry
z
2x BLKG -USE DBL, OR 1.
FLAT 2x BLKG @ DBL OR
3" WIDE MTL STRAPS <
a 2x JACK STUD - NUMBER
PER PLAN/NOTES
x
WALL SHEATHING
PER PLANS/SHEAR =
WALL SCHEDULE 3
0
SINGLE, DOUBLE OR
FLAT 2x BLOCKING, TYP. 3
(2) 2x SILL PLATE
SINGLE OR DOUBLE STRAP
PER PLAN, PLACED OVER OR
BEHIND WALL SHEATHING
2x SILL PLATE w/ SILL
ANCHORAGE PER PLAN
STRAP
# OF NAILS
@ EA. END
END
LENGTH
STRAP
CAPACITY (LBS)
CS20
(16) 0.131"x2-1/2"
9"
1030
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(26) 0.131"x2-1/2"
15"
1705
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27'
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DATE �� 1 j 1 111 0 0NN
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
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Suite 150
Tampa, FL 33637
+1 813.466.3310
www. tieldstoneae. com
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WALL
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2. KNEE WALL OR PRE-ENG FLOOR - STRUCTURAL SHEATHING & STRUCTURAL SHEATHING &
TRUSS, STUDS @ 24. O.C. w/ 2x FRAME WALL PER PLAN, CONT. 2x 2x FRAME WALL PER PLAN, CONT. 2x FRAME WALL PER PLAN, CONT.
META76 @ 24" O.C. (MAX.)** ATTACHMENT PER PLAN, CONT. PLATE w/ (2)16d NAILS @ EA TRUSS ATTACHMENT PER PLAN, CONT. 2x PLATE w/ (2)16d NAILS @ 16" O.C. 2x RIBBON w/ (2) 10d NAILS @ EA. 2x PLATE w/ (2)16d NAILS @ 16" O.C.
THROUGH FLOOR SECTION THflOUGH FLOOR SECTION LSTA12 @ EA. TRUSS VERTICAL,
NOTE: 2xa VERTICAL INSTALLED TIGHT TO FLOOR SHEATHING & ATTACHMENT TRUSS
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■ BRACING SPACED MAX. 5'-0" O.C. ■ &VERT. REINF. PER PLAN SHEATHING PER PLAN O.C. @ ALL CORNERS AND SHEATHING PER PLAN 2x FRAME WALL PER PLAN
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ATTACHMENT PER PLAN, CONT.
CONT. 2. PLATE w/ (2)16d
ATTACHMENT PER PLAN, CONT.
N
FLOOR SHEATHING & ATTACHMENT
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PER GENERAL NOTES
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PER PLAN
GENERAL NOTES
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BEAM/GIRDER PER PLAN
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'* NOTE: ILO CONT WALL SHEATHING
ILO CONT, WALL SHEATHING INSTALL
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INSTALL LSTA15 STRAP EA STUD,
LSTA15 STRAP EA STUD, CORNERS &
PLAN
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2x FRAME WALL PER PLAN
HOLD DOWN CONNECTION PER PLAN
w/ ANCHOR BOLTS OR EPDXY ANCHOR
w/6" MIN. EMBED. (EXPANSION BOLTS
ARE NOT ALLOWED)
2x BOT70M PLATE PER PLAN
2x BLOCKING @ EA. BRG.
STUD PER PLAN AS SHOWN
PRE-ENGINEERED
TRUSS/JOIST PER PLAN
8" CMU WALL, BOND BEAM &
VERT. REINF. PER PLAN
Loy 2-STORY CONNECTION AT BEAM 11/01/2023 Los 2-STORY CONNECTION AT BEAM 11/01/2023 BEARING STUDS TO BOND BEAM DETAIL 2/26/2022
NOT TO SCALE LGG-070 NOT TO SCALE LGG-O80 LGM-260
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, CONT.
THROUGH FLOOR SECTION
2x FRAME WALL PER PLAN, CONT.
2x PLATE w/ (2)16d NAILS @ 16" O.C.
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
2x4 LEDGER OR TRUSS TOP
CHORD w/ (2)12d NAILS TO EA
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STRUCTURAL SHEATHING
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STRUCTURAL SHEATHING &
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w/ (3)10d @ EA STUD &TOE
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CHORD w/ (2)12d NAILS TO EA
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NAILED TO EA TRUSS
THROUGH FLOOR SECTION
STRUCTURAL SHEATHING
STRUCTURAL SHEATHING
2x FRAME WALL PER PLAN,
& ATTACHMENT PER PLAN
& ATTACHMENT PER PLAN
CONT, 2. PLATE w/ (2)16d
NAILS @ EA TRUSS
CONT. 2x4 RIBBON
FLOOR SHEATHING &
ATTACHMENTPER GEN. NOTES
TRUSS PER PLAN
ROOF TRUSS PER
TRUSS PER PLAN
TOP CHORD BEARING
2x KNEE WALL O
P\\�PRE-ENG
UF., STRAP PER PLAN
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PRE-ENG TRUSS PER PLAN
MANUF, STRAP PER PLAN
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MANUF., STRAP PER PLAN
8" CMU WALL, BOND BEAM
w/ 10d NAIL TO EA VERTICAL & TO
8" CMU WALL, BOND BEAM
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CONT. 2x4 RIBBON
TRUSS BOTTOM CHORD OR
& VERT. FEINT. PER PLAN BOTTOM PLATE/CHORD @ 16" O.C.
& VERT. REINF. PER PLAN SIDS SCREW TO EA TRUSS
2x LEDGER w/ (2)1Od NAIL
VERTICAL & TO BOTTOM
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& VERT. REINF. PER PLAN
"NOTE:
'" NOTE:
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
"NOTE:
DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL
FLOOR TO MASONRY WALL @ LOW ROOF 2/28/2022
FLOOR TO MASONRY WALL @ LOW ROOF 2/28/2022
FLOOR TO MASONRY WALL @ LOW ROOF 12/17/2021
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NOT TO SCALE LTMT110
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STRUCTURAL SHEATHING &
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( ) 2x FRAME WALL PER / () @ �p��P
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BEAM/GIRDER PER PLAN & ATTACHMENT PER PLAN CO EDGE NAILING PER
FLOW A DETAILS
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NOTE: @ EA STUD ABOVE TO BEAM —
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ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP P.E.# 91476
EA STUD, CORNERS &FLANKING ALL OPENINGS
CENTER STRAP AT TOP OF BEAM/GIRDER
2,STORY CONNECTION AT BEAM 8/18/2022 2 STORY CONNECTION AT BEAM WI LOW ROOF MOD (5/10/2022) ■ BENJAM I N N I ESE, PE O RID P' • G`���
u s m. u s P.E.# 86025
NOT TO SCALE LGG-160 NOT TO SCALE LGG-184(IE-45W) •
06/21 /2024 /ss�O • •�� \�
DATE �/ NAL11111
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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VERSION: 5.0
SHEET NAME
DETAILS -
FLOOR
SHEET #
S4.3
2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER
w/ (8)10d (0.148"x3") NAILS (2) 2X8 BEAM
TO WOOD FRAMING OR
(3)1/4"x2-3/4" CONCRETE STAIR LANDING_ STAIR LANDING_
SCREWS TO SLAB ELEV. &SIZE ELEV. & SIZE 2X12 STAIR
PER ARCH. PER ARCH. STRINGER
0 0 PLANS PLANS J, (2) 2X8 BEAM
2X6 FLOOR JOISTS @ 16" O.C. J 2x LEDGER ATTACHED TO 2X6 FLOOR JOISTS
TO BEAM w/ LUS26 HANGERS (2) 2X8 HEADER w/ (2)16d @ 16" O.C. TO BEAM
NAILS @ 8" O.C., STAGGERED w/ LUS26 HANGERS
STRUCTURAL SHEATHING, REFER OLTOP OFFLOOR TOPOF FLOOR
12 PER TO STRUCTURAL SHEETS FOR ELEV. PER PLANS A35 CLIP EA STRINGER TO ELEV. PER PLANS TRUSS/JOIST
PINSULATION
LEV. NAILING & OTHER RED. 2X LEDGER, MAX. NAILING PER MANUF.
ROOFTILE (OR SHINGLE PER SPEC.)
TRUSS STRAP PER STRUCT. DETAIL
FLOOR TRUSS PER MANUF. FLOOR TRUSS FLOOR GIRDER/RIM
PER MANUF. PER PLAN
TOP OF WALL LTC STRAP @ EA
BA
(REFER TO ELEV.) �
(4)tOd NAILS TO EA TRUSS 2x6 LEDGER ATTACHED TO STRINGER TO BACKER
AS 2x6 LEDGER ATTACHED TO FLOOR TRUSS w/ 1 Gd 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
FLOOR JOIST OR TRUSS SYSTEM
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REFER TO 2ND FLOOR JOINT DETAIL REFER TO STRUCTURAL SHEETS
FOR NAILING & OTHER REG.
RIM BD. OR TRUSS PER STRUCT,
INSULATION AS PER SPEC.
TOP OF CMU PRE-ENGINEERED ROOF TRUSSES.
(REFER TO ELEV.) REFER TO TRUSS MANUF. DWGS
12
PER
ELEV. ASPHALT ROOF SHINGLE
(OR TILE PER SPEC.)
TOP OF CMU TRUSS STRAP PER
(REFER TO ELEV.) STRUCT. DETAILS
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u
- J FASCIA PER COMMUNITY SPEC.
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INTERIOR ICI EXTERIOR
SEE STRUCT. FOR
ALL REINF. RED.
12
PER
ELEV
STRUCTURAL SHEATHING. REFER
TO STRUCTURAL SHEETS FOR
NAILING & OTHER RED.
INSULATION AS
PER SPEC.
PRE-ENGINEERED ROOF TRUSSES.
REFER TO TRUSS MANUF. DWG
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(OR TILE PER SPEC.)
TRUSS STRAP PER
STRUCT. DETAILS
FASCIA PER
COMMUNITY SPEC.
SOFFIT & OVERHANG PER SPEC.
BOND BEAM PER PLAN
PRECAST LINTEL PER PLAN
OPENING w/ PRECAST
SILL PER PLAN
SEE STRUCT. FOR
ALL REINF. RED.
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
0'-0" FIN. FL. 0'-0" FIN. FL. 0'-0" FIN. FL.
�- FINISHED GRADE FINISHED GRADE FINISHED GRADE
MONOLITHIC FWD., SEE MONOLITHIC FND., SEE
MONOLITHIC FND., SEE
STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR
WIDTH, DEPTH, & REINF. REG. STRUCTURAL DETAILS FOR WIDTH, DEPTH &REINF. RED.
WIDTH, DEPTH, & REINF. REG.
%�TYPICAL2STORYWALLSECTION o1/zoz3 E�TY!PICALISTORYWAIlSECTION 11/01/2023 STY��IALISTORYWALLSECTION11/01✓2023
04YGVWSG-041 WSM-010 WSM-020
1 1/2" MIN,
10" MIN. GRASPABLE HANDRAIL; - 1 1/2" MIN.
TREAD 1 1M" MIN. TO 1 1/2" MAX. DIA
HANDRAIL BRACKETS
e u w TO BE CONNECTED TO -RETURN HANDRAIL
FRAMING PER MANUF. INTO 1x BACKER BD.
RECOMMENDATIONS
1 1l4" NOSING
u
rq'�YC GREATEST VARIANCE BETWEEN LARGEST m OF
Fqy, TREAD AND SMALLEST TREAD SHALL NOT BE SECTION PLAN
GREATER THAN 3/8". GREATEST VARIANCE
BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REQUIREMENTS
RISER SHALL NOT BE GREATER THAN 3/8".
S10 TYPICAL STAIR DETAILS 11/01/2023
WSG-101
A35 CLIP EA TOP�ROOA A35 CLIP EAR N
S
STRINGER TO ELEV. PER STRINGER TO ELEV. PER ELEV. PER2X LEDGER, PLANS 2X LEDGER, PLANS PLANS
MAX. NAILING MAX. NAILINGL FLOOR TRUSS FLOOR TRUSSOISTCi-�1NIO"WAND REP M811NiATTACHEDNUF.BOARD w/ (4j10d TO FLOOR TRUSS w/ 10dAP @lSWILg LE(4ATTACHED NAILS @ 3" O.C. ALONGGERfi®Lf§$ANDw/ (2j10d BOTTOM CHORD AND ALL ER
WEBS
NAILS @ 4" O.C.
TYPICAL STAIR DETAILrGGERED
u :wk 2/28/2022
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(2) 2X8 BEAM
2x LET -IN THRUST BLOCK
w/ (8)10d (0.148"x3') NAILS ERLI 1✓a✓C' STMLANII♦['
TO WOOD FRAMING OR ELEV. & SIZE 2X72 STAIR ELEV. & SIZE 2X12 STAIR
(3)1/4"x2-3/4" CONCRETE PER ARCH. PER ARCH.
PLANS 2x LEDGER PLANS STRINGER
SCREWBAf LAB ATTACHED TO (2) 2X8 BEAM
(2) 2X8 HEADER
e"LOMMSTS 2X6 FLOOR JOISTS
90aO.C. TO BEAM @ i6" O.C. TO BEAM
F7A08�A1BRNGERS wl LUS26 HANGERS
67qk
STAIRDETAILS 11/12/2021
WSG104
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111111
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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VERSION: 5.0
SHEET NAME
DETAILS -
MISC.
SHEET #
S4.3.1
a
140 WINDSPEED CHARTS
140 MPH 2O23 FL- C & C Pressures ASD
9kaMe Wrid Area
Gable hoof Components
Hip 8dof Components
W48 Components
Zone
i
I Zene
2
Zane
3
Zone
1
Zone 2
Zane 3
Zone 4
idne 5
A>1005QFT Girders
13.4
-27.4
13.4
-33.0
13,4
-378
13.4
-23.5
13.4
-283
13.4
-28.3
24.1
1 -26.5
1 241
1 -29.4
A<505QFT Windova
146
1 -313
1 14.8
1 -42.5
1Q8
-49.5
14.4
1 -27.8
1 14.4
-35.6
1 14.4
1 -3a6
25.3
47.7
1 2a3
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Ac105QFTiFastenersj
187
-4Q2
1 18.7
I -6d.2
187
-76.2
2L1
-37.8
211
.52.3
21.1
-52.3
28.3
-306
28.3
-37.8
Components and Cladding Pressures (ASO) - 2023 FL
Positive Ne ad-
Widlh H/lch6 Effective Pmssum Pranwe
Desedoaon Zone ffft L) Areaift2ll Inifl jp]A
160700HGD
16
7
112
23.7
-26.3
8070OHGD
---
8
7
56
24.7
-27.9
3D80 DOOR
4
3
8
240
26.8
-29.2
3066 w/3010TR
4
3
8
24.0
26.8
-29.2
25SH
4
3
5.25
as
27.6
-29.9
255H
ENDS
3
5.25
as
27.6
-364
34SH
4
4.5
4,25
19.1
27A
-29.5
2668 DOOR
4
2.5
6.67
16.7
27.4
-29.8
6068 DOOR
4
6
2
6058 SGD
4
6
4
3
M25.8
03050SH
ENDS
3
�&q67230505H
6H
d
2.33
6
LEGEND
0
8x8 FILLED CELL W/ (1) - #5 REBAR
BEAMS
i
8x8 FILLED CELL W/ (1) - #7 REBAR
--' `�'
HEADER - WIDTH TO MATCH WALL
-------
GIRDERS
8x8 FILLED CELL W/ NO REBAR READ
------------
PLUMBING WALLS (FOR REFERENCE)
�
45° CMU -FILL CELLS W/ #5 REBAR
-------
BEARING/SHEAR WALLS (FOR REFERENCE)
ROOF BLOCKING
12x12 FILLED CELL W/ #4 REBAR
(IN WALL)
®
BALLOON FRAMED
❑12xl2
�•
FILLED CELL W/ #4 REBAR
WALLS/HIGHER BEARING WALLS
(IN COLUMN)
CONCRETE TIE BEAMS
ELEV
ELEVATION INDICATOR
®
PLUMBING PENETRATION FOR
8KX
DETAIL INDICATOR
FRAMING LAYOUT
HDR SIZE
LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE
(ALL WOOD HDR'S TO BE (2) PLY V.N.O.)
4 1 )
BRACED WALL LINE
ABBREVIATIONS:
AS
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
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BILK
BLOCK
EW
EACH WAY
MO
MASONRYOPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
BOT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTWN
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
REQD
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRD
GRADE
SC
STUDCOLUMN
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 PIR FIR #1/#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
IN
INCH
UNO
UNLESS NOTED OTHERWISE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
Ott,
TYPE
GRAVITY
ibs) 1-0
UPLIFT (ibs1�1.6
LATERAL
(lbs) @ 1.6
META16
8
0.148"x1-lt2"
--
1450
F1:340
F2: 770
HETA16
9
0.149"xl-1/2"
-
1810
171:340
F2:770
(2)META16
I -Ply
10
0.148"x1-1/2"
--
1875
F1:680
F2 : 770
(2)METAIS
14
O.I62'x3-1/2'
--
1795
Fl : 1285
F2: 1080
(2)PETA16
F-
20
0.148"x1-1;2°
--
1920
F1:680
F2:770
(2) HETA16
OD 2. or 3-oly
12
0.162'x3-1/2"
--
2365
Fl: F350
F2: 1430
HSTM16
8
0.148"xl-12"
1110
F1: 120
F2: 90
4
1/4"x1•3 4" CONIC SCREW
LGUM28-2
6
3 8" x4' TITEN HD
8250
2435
6
4"x 212"SOSSCREW
MSTC28
36
0.248"x314"
3460
MT512
14
0.1411 x
990
2 MT512
28
0.148"4-1 "
1980
MTS16
14
0.148"x1-3 2"
990
HU210 2
18
1 4" x 2 3/4" GONG SCREW
3500
38�
FO
0.148"x 3"
KT516
32
0.148"x1- 2"
2.890
2 HTS16
16
0.148"x1-1 "
1310
WWI)
24
0.148"xl-1/2"
1310
LSTA12
10
0.148X2.1 2"
925
LSTA18
14
0.148"x2-1 "
1235
LSTA30
22
0.148"x2.1 2"
1640
MS7A24
18
0.148" X 21 2"
1640
2 MSTA24
36
0.148" X 21 2"
3.280
MSTA36
26
OA48"X2 2"
2050
(2)MSTA36
52
1 0.148"X21/2'
4100
MSTA30
22
0.148"x2-1 "
2050
MSTC28
36
0.148"x3 4"
3.460
MSTC52
62
0.148"X3-114"
4735
MSTAM24
9
0. 148"X 3"
1,425
--
5
4`X224"
MSTAM36
13
0.148"X 3"
1,870
--
8
4" X 2 1/4"
(2) MS7AM36
26
16
0.148" % 3"
4" X 2 114"
3740
--
MSTCM40
10
14"x2-F4"CONC SCREW
281W
18
0.143"X3-1 4"
MGT
22
0.148'S13"
--
3965
F1:775
F2:525
1
5 "ATR
HGT-3
16
0.348"x3"
._
10,790
--
2
3/4"ATR
VGTR or L
F
5 8"ATR
_
2225
Fl: 650
F2:630
16
1 4"x3" SDS
VGrRJL
2
S "ATR
_
5545
F1:650
Fla 630
32
1/4'k3" SDS
VGT
1
5 "ATR
_
494D
FF: 1185
F2: SW
i6
e'k3" SOS
(2) VGT
2
5/8"ATR
_
7185-2PIY 8890,
Fl: 1185
F2:590
32
1 1 4`k3"SDS
DTT2Z
1
8
1/2"ATR
I4"x3"SDS
1825-2x4min
2345 22x4 min
HTT4
1
5/8-ATR
--
3610
--
18
0.I48"x3-1/2"
HTTS
1
5 "ATR
--
4670
--
26
O.I4B"x3"
HTTSIfT
1
5/8"ATR
._
5445
_
26
SD 81Dx2- 2"
ABU44Z
1
5/8' ATR
7570
1900
--
22
1 0.162"x3-1 "
ABU66Z
i
5 "ATR
18205
2475
--
12
0.162"z3-1 2"
H2.SA
10
0.131"x2-1/2"
--
565
F1:110
F2: 110
H10A
18
0.148"xl-1/2"
--
1340
F1:565
F2 : 285
H1OA-2
18
0.148"x1-1/2"
__
1080
F3: 680
F2 : 26D
HUC48
14
1/4' x2-3 /4" CONC SCREW
3500
1135
--
6
0.148'k3"
HUC414
24
1/4'W-3/4" CONS SCREW
5085
2025
--
12
0.F48'k3"
LUS26
4
0.148NII"
865
1165
SPH4
12
0.148"xl-1/2`..
Side :640
Center: 1280
--
DTC clips
4
3/16"x2-3/4" CONC SCREW
Fl 0 85
F2:135
2
0.131"X2-1/2"
A35
12
0.131"x1-1/2"
__
__
FF:650
F2 : 670'
SDWC15600
1
SDWC15600
--
615
F1:130
F2:225
SDWC15450
I
SDWC154SO
295
F2:150
HTU26
20
0.F62"x3-l/2"
3200
1250
--
14
0.148"x3"
LGU3.63-SOS
F6
F/4" X 21/2"
6,720
5,555
--
13
II°%212"
HDUS-SOS2.5
1
7/e"ATR
--
7,870
--
20
24"X 21/2"SDS
HDUll-SD52.5
1
1" ATR
..
11,175
--
30
114" X 2 1/2' SDS
THD26
20
0.162"x 3"
2940
324D
--
20
0.148"x 11/2"
THD28-2
28
0.262"x 3"
4310
4860
--
16
0.148" x 3"
PRECAST LINTEL GRAVITY LOAD TABLE v4.21
LOADS LISTED PAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS:
CAST-CRETE, LOTT'S CONCRETE, QUAUTY PRECASTCO.
c)
-CLEAR
EN3NG
TYPEA
8'LtN7EL
8"TYPEB
'8"TYPEC
ITTYPE0
12:`TWEC
14"TYPE8'"
1$-TYPEC-'
16'TYPEB
iieTYPEC
20'TYPEB
WTYPEC
24°TYPEB
2CITYPEC
28"TYPEB
2eTVPE.C::
32'TYPE 8
32"TYPEC
r6"
2231
3D69
3719
3280
5163
6607
8054
9502
loom
.. 3069
'd6p6
3206
7113 .
71547
8974
lom -'
10000
3069
3719
3280
5163
6607
8054
9502
10000
12'
2231
306.T
- s4605
i5206
5313
77547 7
8874
10000 "
10000
Y 8"
3783
2.561
2751
3280
3820
4890
5961
7034
8107
„ ,
2561'
I JUM,
S266
- ` 113
`1547.- `
8974 ;'
10DOD
10000
1969
2110
2992
2931
3756
4576
5400
6224
TV
1343
,,.
,7819
W- 2 i
10000
10DOD.
?4"
1217
1349
1439
1716
1999
2560
3132
3686
4249
A567
5365
4765
SW
7074 :
am
1349
1438
1716
1999
2%0
3132
3686
4649
3 0
7006
134E
'3090
466Z
S365,..
4766
5817 -
'W4 .'.
8203 .:.
Fi05
1173
16DO
1631
2090
2549
3DD9
3470
Y 6"
860
3105
:2622
A242
436-0
''3942:
4>9� -
=7 -'
6662 '
1232
2177
3738
3480
3031
3707
4383
5061
P 2'
710
12#2
`2177
2736
53d't
8360
8625 -':
,75901
7 2"
570
991
1729
2108
2632
22DS
2698
3191
3685
991'
:'TT19 "
2108
2632
3898.
5651
4742
2W
7 0"
488
699
1160
1516
1626
2564
3486
2818
3302
699 -
1*
,75
'-.1843'
2554
346
2964 :
33U -
3'0"
416
699
llw
N/A
1625
2564
3486
2818
3302
699 ,`
- AZAS
' VA
180 ..
2564
2954 ..
3387
535
89D
N A
1247
2093
1 2777
2163
2536
7 2"
354
s35
46% '
'. A
1333
.2063.
2791 -
MW ::
2615 '.
567
S90
N/A
1366
1846
2423
3127
40M
0'0"
315
567
`.
A
71366, '
164Xc
,1123 ;
w27 -.:
4006
525
873
NA
1254
1694
2193
2805
3552
0'8"
292
__
525
'.673k1}A
3'4
304'
" 2193 -:
7m5 "
3552
V 2"
471
755
N/A
1075
1428
1638
2316
2883
277
473
'_'735
IY A
1 '1075
1428<
1838
'1316 -
2883
471
755
N/A
1075
1428
1938
2316
2535
2- 1"
255
471
` w
'N/A
1075
24A .
11138
2326 '..
2883
424
705
N/A
1002
1326
1697
2127
2278
2' 1"
239
-424
%�ft
AA
=2
132E
1097
2127 :
263D
N/A
N/A
N/A
N/A
N'A
N/A
NIA
N/A
3' 4"
N)A
is II
!W- `.
4/A
11234-
2421'
1779" =
21W '..
2662' i
4'D'
N/A
N/A
N/A
N A
N/A
N/A
N/A
N/A
N/A
�N A
7140
WA,
1160'
1331r
15W
203Y .'
`2459'
N/A
N/A
N/A
I N/A
NIA
N/A
N/A
N/A
6- 0'
N/A
MIA
SAS'
N/A
952'
1117r
- 1379'
2671- .-
1997' -:
N/A
N/A
N A
N A
NIA_
NJA
N/A
N/A
B'0°
N/A
N A
420'
N A
7501177*..
1425-
1676-
NIA
N/A
N/A
NIA
N/A
N/A
N/A
N/A
8'8"
N/A
'. N/A
UO*
'NIA
- 598'
845`` :
1114'=.
2345'
1468'
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
2'8"
N/A
N/A
2W%
A
A50'
, 550':`
;880 -
109D'
: 1220' :.
r' W/2"RECESS U-LINTELS
Rebar, Type 8 = Continuous Grwt, Steel per Plan In Bond Beam Only; Type C=Conlinous Gmut,Steei per plan in Bond
\\\111111/
OAO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING- -
29349 _
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE PE STAT F lV��
P.E.# 86025 i� ORIDP' • ����
06/21 /2024 �ONAL \�?� ``
DATE /111111
=_iEo
3O€`Ea
�s 05`0 oEA-
ovE
mEan'�Pa
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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DRAWN BY: FAE
VERSION: 50:
SHEET NAME
REFERENCE
CHARTS
SHEET #
S5.1
sm
-- r --I -r-