HomeMy WebLinkAbout37695 Dusty Saddle Ln340-MADISON IV CMU
Garage Right - Elevation - K3
SHEETINDEX
F5ESHEET
NAME:
NUMBER:
SHEET NAME:
COVER SHEET
SQUARE FOOTAGE CALCULATIONS
E-MID
ELECTRICAL PLANS - FIRST FLOOR
F-ID
FOUNDATION - SLAB PLAN
E-20
ELECTRICAL PLANS - SECOND FLOOR
A-I0
FIRST FLOOR PLAN
A-32
MISC DETAILS
A-2D
SECOND FLOOR PLAN
A-33
MI5C DETAILS
A-34
MI5C DETAILS
A-3b0
FRONT/REAR ELEVATIONS K/ROOF PLAN
A-3bl
SIDE ELEVATIONS K.
A-4.0
BUILDING SECTIONS
GENERAL NOTES
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMH
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED A SUPPLEMENTED BY THESE
PLANS,
THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF:
2023 FLORIDA BUILDING CODE, RESIDENTIAL. BTH EDITION
OCCUPANCY: SINGLE FAMILY RESIDENTIAL
CEILs,Y CONSTRUCTION:
I. THE GARAGE SHAWL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA
BY NOT LESS THAN 1/2 INCH (12.1 —) GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (155 —) TYPE "X" GYPSUM
BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY,
THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT
LESS THAN V2 NOW (12.7 —) GYPSUM BOARD OR EQUIVALENT.
RI EXT E OR FINISHES,
TW CKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE
CURRENT APPROVED BUILDING CODE AND ASTM C1126. INSTALLATION OF EXTERIOR
LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
APPROVED BUILDING CODE AND ASTM C 1063.
I. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRE55 CODES, IF
THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST WAVE A
MAXMIUIM OPENING WEIGHT OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR
ROOM.
2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED
MORE THAN T2 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24
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 WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT
APPROVED
BUILDING CODE.
FLASHING:
I. FLA5WING SHALL BE IN57ALLED AT WALL AND ROOF INTERSECTIONS. DECK AND
WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION
AND AROUND ROOF OPENINGS.
2. APPROVED CORROSION-PRJESISTANT FLASHING SHALL BE APPLIED SWINGLE
FASHION N SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS- THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH. APPROVED CORR051 ON -RESISTANT FLASHING 544ALL BE INSTALLED AT
ALL REQUIRED LOCATIONS PER TWE CURRENT APPROVED BUILDING CODE.
WINDOW INSTALLATION:
I. &H INSTALLED AN FLASHED IN ACCORDANCE ITH TW WINDOWS ALL BE ALLED D L SHED GCORD CE W E
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW
FLOOD ZONE REQUIREMENT5:
I. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
ENERGY REQUIREMENT SCHEDULE
EXTERIOR U4LL5 (FRAI"E)
R-13
EXTERIOR -WALLS ALLS (BLOCK)
4.1 FOIL
ATTIC CEILMG
R-30
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILN55
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
-26 GAUGE (0.48 em) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
BATH AREAS:
INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE
I. INSTALL 2.4 BLOCKING AT TOILET PAPER AND TOLLEL BAR LOCATIONS. SEE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
DETAILS,
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE
KITCHENS:
PROVIDED WITH AN AUXILIARY DRAIN PAN WHEN DAMAGE TO ANY BUILDING
I. INSTALL 2X6 BLOCKING AT 89" AFF, ON CENTER FOR UPPER CABINET
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
INSTALLATION.
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS M14113.
TUB AND SLIOWER AREAS:
1. CEMENT. FIBER -CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD
ALLOWED) N COMPLIANCE WITH ASTM C1288, C1325, OR C1118 AND INSTALLED WITH'8
x I-I/IA" DAGGERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL 5CREW5 W/
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOUTER AREAS,
AND WALL PANELS IN SHOWER ALAS.
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
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE 156UED TO THE BUILDING DEPARTMENT BY THE LICENSED
PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT 15 N ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY TUNE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES.'
MECHANICAL AND
A{NND WvAC:
1.L BE
FUICOf(SNElb �Y�FTIE gECNAN CAL�ENGAINEER ASANOATTACHMENING ACOIETHIS PLLAN SET
AT THE TIME OF APPLICATION FOR PERMIT
2. 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 —) DEEP AND 30 INCHES (162 ass) WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
EXHAUST FANS AND VENTING:
I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR $WALL NOT BE EXHAUSTED
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS 544ALL NOT 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 $WALL BE
DETERMINED BY ONE OF THE METHODS SPECIFIED N SECTIONS 1-11502451 THROUGH
M1502.453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM
THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162 mm)
FOR EACH 45 DEGREE (0.19 RAO) BEND AND 5 FEET (1524 —) FOR EACH W
DEGREE Ob RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER
FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM
LENGTW OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT. SHALL BE
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S
INSTALLATION INSTRUCTIONS. WLERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED
AND NOT READILY ACCESSIBLE FROM THE ROOM IN LLHICW THE DRYER 15 LOCATED,
A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER
EXHAUST SYSTEM 15 EQUIPPED WI7W A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 1/8/2024
VERSION: 5.0
SQUARE FOOTAGE
4WR ASSET MAI 8Q Fr.
HEATED AREA
Sq. FIL
MAIN LEVEL
843
5E(01,V LEVEL
1134
TOTAL AIM 8Q FT. P MXMVQ
1877
METHODOLOGY: ANM Z7062M
The Total area calculated from ero oubide-To-outside of aamlng, Wck.*rg opEonal finished basement optlom as
shown. This area excludes stairwel at highest level above grade, garage, covered patio/porches.
ALL WORK Si-iAi.'..- (;, "N1PLv ^!t ;' i PREVAiLiNG;
CODES F!-ORIDA Bul�'JIiJ s �ril1F,
NATIONAL
I,ECTRIC %ODE,
AND THE CITY O,: z EpPv zNl? t ,
ORpRNANCEc
PLC
M
�
�
Q
�-1
La
V
04
O
O
U
VI
U
x
W
.y
x
W
l
c�
C
N
AA
L A
iiiIii1! I OE
VERSION: 5.0
COVER SHM
tttttae
CS
SQUARE FOOTAGE CHART
ELEVAMN I
of
I
I
I
I
I
` I
I I l
I
I
iwLs
a
SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE
CONSTRUCTION AREA CJILWATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
843
5EGOND LEVEL
1136
TOTAL WATMIOM S MIXTION AREA (9160WA)
1919
METHODOLOGY. ANSI Z?65- 8
The total area calcuated flan the "ide-to-outside attaining, k6n lcWg optional finished basement options as
own. shThe:.a excludes stairwell at highest bvel above grade, garage. covered pado/paches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
GARAGE
416
FRONT COVERED PORCH
42
TOTAL BIADM B IELOPE MWOOV4
SST
GOVERED LANAI
120
METHODOLOGY
BuNelng Envelope Am: The total area calculated, mlaid g HeaWW"wskuction area as calculated, and also
inch." garage, toured petio/porclros.
MAXIMUM DEPTH
MAXIMUM WIDTH =
ZT-B"
"MAXIMUM BUILDING HEIGHT AFF. =
25'-2"
DO NOT W&E TWM DRA WA.
YEWdRDM OI®ITATION YnN
CW libi TOR AID fint RAO
MCM COWTOLCf WL TIEaE
DRA~ DO NOT COWr M
►PECFC WDWUTM FOR Y1T
eTgCTRAL ELB'tilTe (I0 SE
PI117VOED ET D439M OF
IEOM)tl DGCWPBCT
fDF'EIENAp, 0FAWATpy ETCI
BETkM TE2E DRNK! AND 11E
AUXLATED DRAIOW. WE
PRAWWA ENALL BE IMPORTED T
CWTRACTOR.1 CW2 YD W
CON►TRCi1W MULL PRCLEED
WTE comwcTED. TE
CCNfRKTOR ANIE'E6 TE
IE►PON Aft- TO tW ALL
WaIR IlM► OF LOCAL BRDW.
OWCA46 r TO 00n%y I M ►IAIE
BALDN CLOFd
A�
V O
J
J � �
Z � M
O
lil O
OtY
J 0
^�
W
i W 16
A
W m w
� U
Q
x
Q�
M
.0
ZA
�
Q
�
La
o"�
U
U
x
w
N
cc
�
N
F
O
h+H
J
war I BE
VERSION: 5.0
B!!
SOUABE FOOTAGE
CALWATII
S!F
CS-3
21'-8" OVERALL
4' 0" -4" 9'-4" -4-
LANAI SLAB
-----------
4' CONCRETE SLAB MIN. OVER b MIL
VAPOR BARBER SLAB SHALL BE
I I
O'ER CLEAN COMPACTED FILL W/
I zU$ I
FIBERMESW
u I
9
ABC PAD
O a 4' CONC SLAB MIFL I
0
LOCdTK.N
i W/ FIBER MESu i
O
FEW
`\
`
SECOND FLOOR
SANITARY DROP
ID
.
\\
2._0"
\
�\
ELECTRICAL
�\
COFCUT FOR
ISLAND
--
--
Nvac ONNSE �
- I I o
SASED ON �q
LOCAICN
GONGRET SLAB
----------fin
4- CONCRETE SLAB MI1 R 6 MIL \
VAPOR BARRIER SLAB SW L BE OVER \`
U nF — 11
N6
CLEAN COMPACTED FILL W/ IBERMEbw
—
—
L-
}
v4 D J
—
�
\ t�
2TC F10CR
J
SANIIART DROP
— — — — -
Al
S.
I
PORCH SLAB
I
4' CONCRETE 51 MIN. OVER b
L
APOR BARRIER 61. SMALL Bf O
COMPACTED FILL W/ FIBE
'10
-
TD
4' COF1C U '
LAB MIN W/
I 'i
9
-'
'�
6
MESW V------
— — — —
------�
IFIBERI
r k a
I
4" tE SL
S p
IMPL OVER 6 MIL O
'�
VAPOR BRIER
AID $14ALL BE OVER 0 R
CLE ACME
FILL W/ FIBER'E5+a w
I o a
o
I a m
I
I
I
a�
-4" 4'-1" 2'-BVj" 'I, OPENING 2 -819'
21'-5" OVERALL
SLAB PLAN - ELEVATION Or
1smv�..
FOUNDATION PLAN NOTES
ALL WOW SHALL BE N STRICT COMPLIANCE WRN BUILDING
CODE. RESIDENTIA . AND CONTT BUILDIG DEPARTMENT.
STRIP TOPSOL, TREES, STLI PS, ROOTS, ETC. FROM ALL
ARM WFERE CONSTRICTION WILL OCCUR UNTO
FILL SHALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY
MATERIAL FREE OF ROOTS, OFGANIC MATTER OR OT1ER
INTERIOR BEARING LOCATIONS 5HOLD BE COORDINATED
WITH TRW MANFACTIRER N STIWTIRAL ENGINEER
PROVIDE 50L TREATMENT AND VAPOR BARRIERS AT ALL
SLABS (NIERIORI
DWIe DEVELOMW
DO NOT SLALE T1EAE DR,WN-d
VERIFY BIILDRG ORIENTATION W.
CONTRACTOR AND STYE R.46
BEFORE CM70WOL TESE
DR.LRre DO NOT CONTAIN
IPECAC INFORMATION FOR 4NT
STRIC%A& EUPI MB ITO BE
FROADED BY ENOKER OF
RECORD) ANT DBG'REPANCT
(MNKM. OREMATICN ETC)
WTWEEN i4M DRAW" AV
AMOAATED DRAMA! Nd)w STE
bYLL BE REPORTED T
CONTRACTOR AT C CE UD ND
CONITOXTION b"ll PRO®
URA CORECTED. THE
CONRACTOt ASUM TE
REb'OEOWITT TO PUT ALL
REOAETENTS OF LOCAL BWLDNG
CIALS F TO COYPU IRN STATE
BOLDNI Com
F
L J
NIR RE
VERSION: 5.0
Fg1IlOA1'ION -
SLAB PLAN
.e.
F-1.0
HANDRAIL
1-1/2" MIN
GRASPABLE
HANDTRAILs
I VA" MIN TO
I-I/1" MAX 4MIN.
DIAHETE7B
xR
R9:TtN.R1
er HANDFtAIL
8ECT1PLAN
PROVIDE HANDRAIL IN C01PLIANCE WITH
Tt E CURRENT APPROVED BUILDING CODE.
STAIR DIAGRAM
C
10"
I• -
FLOOR PLAN NOTES
PROVIDE 1R' MNIMN) GYPSUT BOARD SEPARATION AT WALL$ AND 5/8' TYPE X CEILINGS
N THE GARAGE ADJACENT TO THE MAN HOUSE MID ATTIC AREAS.
WASHING MACHNE i$ ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTNERUISE.
ALL EXTERIOR WALLS ARE DRAWN AT 8' CM WLESS NOTED OTHERWISE.
ALL INTERIOR AND CO"1ON WALLS ARE DRAIN AT 3 I2' UNLESS NOTED OTHERUISE.
HEADER FOR FIRST FLOOR IS AT 8'-V w/ 5'-4" CLG T SECOND FLOOR IS AT T-O' W/ 8' CLG.
HANDRAIL HEIGHT SHALL BE 38" MEASURED VERTICALLY FROM THE NOSNG. OF THE TREAD.
(1) DENOTES EGRESS UNDOU
mR wRR rF6N
N' mr. mum nary
K Raw aa—
tIR mum
• R - W. 6 <Y-O•
5 m C-1 aoRRs
I •4H W. 6 N-O•
� m C/9[R aaFwT
OPT. BOOT BENCH DETAIL
N.T.S.
FIRST FLOOR PLAN - ELEVATION W
11011R T/u""n' .-M
•111 I AMI DFP EVELO£NT
DD NOT SCALE THESE DRA *rA
VERFY BUILDW, CREMATION WITH
CONTRACTOR AM SITE PLANS
BEFORE CONSTRCTM THESE
DW AW DO NOT CONTAIN
SPECIFIC I FORUTION FOR ANY
STRUCTURAL ELET M (TO BE
F'ROVDED BY MNIMR OF
RECORD) ANY DISCREPANCY
I (DPENSV.AB, ORIENTATION ETC)
BETWEEN THESE DRAAWA AD THE
ASSOCIATED DRAWBS end/w SITE
DRAHNGS SHALL BE REPORTED T
CONTRACTOR AT ONCE AD NO
0ON6TRGTICN SHALL PROCEED
UNTIL CORRECTED, THE
CONTRACTOR ASUMS THE
RESPLNSISILITY TO I'EET ALL
REOIAREMWS OF LOCAL B)ILDNG
OFFICIALS R TO COPFLY aRH STATE
BUILDNG CODES
yH J 0
z�N
o W O 0
^> J
Q
our
x ��Q
Q
M 7
L
L I
niiiieIrt. I SE
VERSION: 5.01
amm
FIRST FLOOR PLAN
A-1.0
HANDRAIL
1-1/2" MIN
GRASPABLE
HANDRAIL.
1 Ira^ MN TO I I/7"
1-IR" rux MIN.
:Ll
r7A=
IL
SECTION ELP�
PROVIDE HANDRAIL N COMPLIANCE WITH
THE CIS3iENT APPROVED BIILLDNG CODE.
STAIR DIAGRAM
_C
DOOR FRAME TO FAU
CLOSET
CLOSET WALL
PER PLAN
Yz' GYP. BD. OVER
Y4" PLYWOOD DECK
ON 2X FRAMING
FLOOR PLAN NOTES
PROVIDE 1/1' (MINIMr) GYPSUM BOARD SEPARATION AT WALLS AND 5/6' TYPE X CEILINGS
N TFE GARAGE ADJACENT TO TIE MAN NOISE ARID ATTIC AREAS.
WASHING MACHINE IS ALWAYS LOCATED LEFT OF TIE DRYER &LESS NOTED OTHERWISE.
ALL EXTERIOR WALLS ARE DRAIN AT 8' CM &LESS NOTED OTHERW15E.
ALL INTERIOR AND COMMON WALLS ARE DRAIN AT 3 In' &LESS NOTED OTHERWISE.
HEADER FOR FIR51 FLOOR 5 AT W-O" W/ V-4" CLG I SECOND FLOOR 15 AT T-0' W/ 8' CLG.
HANDRAIL I-EIGNT SHALL BE 36" MEASURED VERTICALLY FROM THE NOSINa OF THE TREAD.
(-) DENOTES EGRE65 WINDOW
0
CV
SUBFLOOR
HVAC RAISED PLATFORM
SCALE: 3/4'- 1'-0"
ENT
I
INSULATION
FRAI-E WALLS
/ (1) LAYER
SURROLMNG
1
Pd10-PLY
—us
OR EOJIV.
w OL.
..5514
3
LINEN
W
BATH
^ 8'-0" CLG
l.9 1__! vNYL PLANK
I R16 0
RD
BEDROOM 4
8'-0° CLG
VINYL PLANK _
Q
U11C45
6 1 a
o�
/ANY
L
ilj
-
�/may
O
FRAME LLWLL661/0.4/015.
'DINGUSHOIIERRIB
FOGNSULATIONBATH
2W/
(V LAYER8'CVINYL
PLANK
TIERMO-PLY
OR EOWIV.V
G sANK TENT=
SH (`) 5/Ox5/OISH (`)
PRIMARY
SUITE
8'-0" CLG.
VINYL PLANK
— 35' FOS7
9'-"Dy
QEEWALL NOOK
5 4 n a'-m" CLG
VNYL PLANK
o
c
DN R
—
SEE DETAIL TAIL
FOR HVAC
PLATFORM
..,
M
r3m`xir I
ATTIC I
LACCE55J —1 RAS
BEDROOM 2 BEDROOM 3
�— — V-0' CLG 8'-0" CLG
VNYL PLANK vNYL RINK
3/Ox5/0 SH (`)
3/Ox5/0 5H (')
L- - - - - - - I ------J
IS' -&Y4" 5'-1-y"" _ E'-EN, 5'-5k"
SECOND FLOOR PLAN - ELEVATION 010
sw ull."pEII�
6021 AMH DEVELOPMENT
DO NOT SCALE THESE DRNRYfl
VERB' BIILDW ORIEMATICN MM
CCNTRACTCR AND SITE PLANS
BEFORE C"TRICTDN THESE
DRAWNG5 DO NOT C0
7AN
5PECFIC hFOR'IATIRI fCR ANY
STRYT{RAL ELBWS (TO BE
PROVIDED BY B43 EER OF
RECORD). ANY DBCMPANCY
/DREN510N5, ORENTATICN, ETC)
BETUEEN THESE DR W'N"5.41D T'E
ASSOCIATED DRAWNi5 W41v SIM
DRAW
NGS SHALL BE la-. ED T
CONTRACTOR AT CNCE AND NO
CONSTRICTION SHALL PROCEED
UNTIL CORRECTED. THE
CONTRACTOR A98UE8 THE
RE5PONSIBILITY TO MEET A11
f'�E/AIIREMENTS OF LOCAL BUILDING.
OFFICIALS 4 TO COMPLY WITH STAIE
WLDNG CODES.
C=
mmI�
�I
M
C
i
Z
I
IM
A
0-4
O
U
U
x
W
N
Fly
x
�
�
p
N
A
L J
EIYNI�S TIE
VERSION: 5.0
7CON=PLAN
�-2.011
6 FRIEZE
ARON FMNGLE ROOF
D
/ D
Q5
AS"
(TYPJ
5�
5�
YBOARD 4BATTEN
-
- - - - - -
MINIS. •K'O):. PER
6':RIEg
D
COT618PEC8
5
_i0P
OF FASCIA
24xi RR CEILING
ROOEi LNE
Q' SNUITERB
®
FE
1 -
- 4
4' WADER TRH
4' COMM TRIM
7
m
9
3' BOARD 4 BATTEN
w• D.C.
INGswu
I6iEIFB, TYP.
w 81M
4. WINDOW SILL
in
BECOFD FLR _
4A2 PITCH
A/C PrTC14
ARCH 8 WAZ ROOF
LINE OF
_
vF,
(iTPJ
FLASNNG (TYP)
'
-
-it-RR as
b' RAISED STUCCO
TRIM
WROOII LSE
cErEWrtlous 6T000A
CEMENT
• ,
PER COMM. SPECS
♦.
COMM
v
Igo
RAI
iD
TRIM
STOE CAP
®M®®ElElE,
R
ESE
O
A
6C�
FRONT ELEVATION W OPTION 3
am
x"'-�` ROOF PLAN'IP
d
ZONE 1 ATTIC YENTILATIM (300 W FT ATTIC SPACE / 160 FT VENTILATOV
CALCULATIONS REFLECT W%RIWE AV Sob SOFFIT VENT$
6Y 80 FT IS )ER ROOF ATTIC /
_. .._ (- II. 9:9lDFTQERi1CATK)IP-. -
6OFF17 VENT 9 W N EACH
OFF -RIDGE VENT$ W W N EA
3A3 W FT x Sob . 1% W FT 1464 0A SO FT LOW
FT x 144 W IN •262.12 W N REOWIRED
(1) CFF WGE YEW • 06 80 N . 414 60 N
LO61 V9R►Y
116 W FT x 144 50 N d82.12 60 N REQUIRED
M.12 / 9. 3160" VE478 (CONTINUOUS VENTED SOFFIT)
ZONE 2 ATTIC VENTILATION: ow s0 FT Anlc SPACE / I w Fr YENu LATIOFU
14160 FT UNDER ROOF ATTIC /
300 W FT / I W FT . Al W FT VENTILATION
SOFFIT VW 9 W N EACH
LOW VENTING
Al 60 FT x 144 SO N .61" 50 N 0E2)E1W
616E / 9 . 6 SOFFIT VENTS, (CONTINUOUS VENTED SOFPrT)
Wit 3 ATTIC YRTILATM (wo so FT ATTIC SPACE / I w FT YE NTILATION)
42 ILO FT DOER ROOF ATTIC /
300 60 FT / 150 FT • J4 60 Ft VENTILATION
SOFFIT VENT 9 50 N EAGN
LOW VEITM J4 W FT x 144 50 N .206 W N REQUIRED
20J6 / 9 . 2 SOFFIT VENTS (CONTH)" VENTED SOFFIT)
ZONE 4 ATTIC YEWUTM ow as FT Anc SPACE / I s0 FT VENTLATIOFU
W 60 FT DOER ROOF ATTIC /
3L0 W FT / 180 FT . AO 60 FT VENTILATION
SOFFIT VENT 9 W N EACN
LOWVENTNG
AO W FT x 144 SO N .51*0 60 N REQUIRED
51" / 9 • 6 OMIT VERS (COMNJQI6 VENTED SOFFIT)
M21 AMIOT)YELOFIIBB
OOttlf)IGY.E 11E/[ ORMRL
Yes+' TTIRJ7 AIND wm KAaN
Dom coIII ro.3TR F m
6o fto )iN6bttRtt,NTSE
OR)RN8600NOT OOMAN
4J
J e
0 W 6
>
W Wulf 4
C
co
Q
B
FnlaNs tRelr
1—�
M
Q .0
z� m
i� g
` o
V
V{
a
O � A
1
L J
TOP OF FASCIA
Ad FLR LEEMG — —
WNOWL►E ---
a
BECOD RR _ _
- —Yl FLR CEILNG — —
WWOW LME ---
CEMENTITICW6
9 STUCCO PER
Com SPECS
ip
JM RR ELEv
RIGHT SIDE ELEVATION 9P OPTION 3
. Vpkdw =
l '
0
.1-0
=
cm
e0
00
Cc
O
E-4)
C7
`VSW
O
,
5�
Q9
5fQ PITCM
V
V
510 FMTCM 5IQ F'ITGI
ARCM SMMGLE ROOF (TYP)
x
MORU MTAL
LAP OM
❑
PER CM
SPECS
N
4" COWER--,-,,
ORER
TRIM
FLASFIMG
Q
Q
4
L^
t—
1
U37 SIDE ELEVATION x OPTION 3
� ;6
L
J
BUILDIWG SECTION NOTES
PLEASE NOTES UESE MAU ARE STRICAY ARCIATECTWAL, 04M TO STRCTWAL
SVEETS FOR MM NFORUTIOR
SECTIONS WLAR TO OTTER ELEVATIONS AND WEN LISM Mr EXIEROR UN.LS
BUILDING SEC" 'BB'
O'�11,R1�MdA...OtlRf.OI•ALL..IEOI...,R
12
12
Q5
5 WE-w1NFACTMTRUB
N&LATION PER FEC AND ENERGY FO131
&OMITTED NITN PERMR APPLICATION
TCP OF FASCIA
.
7icfFLR"CEL�.=
_ SNDOF LNE
tul
a
�
NOOK
/ LEE OF
11
SECQD FLR
/ IEADIZ70M dM
.
— —
/
6
-
lot FLR CEILNG
N
—
/
13
LlCOW LNE
O
S
.
e
LAUNDRY
'
m
b
A
L'
I
FNfLR ELEV
16 TREAD • ".13'- "
FIELD VERIFr CCITACTED. TMTE MATED SOL WVO M
BUILDING�0SECWN'AA'
°"FM
ISDrJrFR
o'ONIII:w""ImE�..IT.�1•AueJW
TOP OF FASCIA
7NdRRLEIL_W—
RWgU LNE4
Mt RR CELNG
UNm LNE
i5
FN FLR ELEV
SALMI m B/MR (TOE!
FRO/D® M Il omm CP
R9CdtDA AIY DYCIIRAIGT
MOW
86 MAl dW silo
RMR USOR At
ID
COIORAf.T01! Ai Mull
NX M
CON km 00N NWLL FMC@D
INIL MAIM. UE
Cp1R1ACTOIT ATo" TIE
I llod"m IIY TOTlT ALL
w4wt-toQLOCAL EIRDNfi
RICIIlS � t0 CpTLY Y1116TA
TSILowe moEs
4
J tl
0 Wes"
Acl
0
x :1 ;a
a
.--I
M
O�
C7
N
CC
C
O
U
E
a
ca
O
� a
r
�
L J
ESlIfE �
VERSION: 5.0
EUNAIM EECTIM
�k-4.01
' 6ERIAauvec19+lrt
DO Not SCALE TIEIE Dws"
YLAY lULDM OWIATON WTN
OONIR/em AV on FLAM
'me CON6TRCTC/LlNw
DRA6606WWOOMAN
eF11= 1FORIWIONFCR AfY
6TRCILVAL SUIFINIS (TO BE
EXTERIOR GARAGE reo�Arc DCF
�olcy7
2l0 N1P METER MAN COMBO rmm 7b E DDRAO 66NA0
ASOCUTEDDRAA66AMW
DRNAM MULL TE = 40
CWORACTOR AT O+YE AND ND
----------- OONWRCTgN 61LNL FICCBD
an COI NSCIED WE
AMP MAIN CONIRAVIOR ASMFl6 THE
LW INTERIOR - I 1 RIM-ONMITY TOM ET ALL
mi
PANEL I I i mIsamonoro CaR7 FM MA"
I I
I I
I I
I 1
G Ib AL SER CABLE w
A/CFLOOD LNNR R.I.ISLCNNECT OJPGMW / I J DT
W a
GROWING ELECTRODE cfr f Ta
SHALL COMPLY WTM _--. LL S
ELECTRICAL RISER DIAGRAM _i a
V-®"
' 1 GFI +24'
0
0
— L-l=-T
I I v , omNLWs wLM
wrcn II
I I 0CLG 51RIICTURED
/ I I % ¢Fl ME, u WW 10
/ I I o I I MCLIOE CAT3l6,
/ ROUTE U9SPACE
8, WN
fly — IiANDR WEER
MI J4' VEW EXACT
®� 9 011 �'_z. REpISAEFENI.
/ ;,� ;� LOCATION AND
MOWTN6 NEGNT
-- - PRIOR TO
/ IA NUBGfl +4Y INSTALLATION ^�
GFI +42- -- 22--
/ GM +42' 1 V
GF \ O fWcc
E
\ V
+ V
QC
I\ C®FI 0 a
i+i � [�]
— — — — DPT. DEDIGLTED S/ W W ` LV
f----------------------------------------- AFF6 (WW NEMA
1 74QN) ff REGS6fiD I �,
--I-------------- BY CODE _—_�— l
1
W° YP
CSDLS? FLOOR ELEC�AI. PAW - F1EVATIfW �P L J
bEEw"nw�
�EEkF.TfMEE
ELECTRICAL LEGEND
�6'1L!
GAS LINE
�
RECESSED CAN
LGNT
�qE
COLD WATER
{�}
FW6N I'ICINi LED
0
ELECTRICAL PANEL
Q
WALL F101N1ED LKi7t
8
ELECTRICAL METER
�
WALL SCONCE
Q'
DIIOCMECT SWTCM
r�
FLUORESCENT LK+tT
Rn eue
BWTL'N
O
FLUORESCENT LKaNi
d 7 dE.DB
�
3-WAY SWTCN
®
vdpaR PROTECTED
LIGHT
4
4-WAY 6WTLN
O
D01A116T FAN
$0
DA'hER 9WTCN
�y
EXFWI6T fMl u✓
7
LIGItT
4
BUTTON
®
F.kNALST FAN m
1EdTALGNi
db
DUPLEX CUTLET
®
Mhol� DETECTOR
�
aIAOPLExounET
®
CARBON MONOXIDE
DETECTOR
Ib
8Wt �° ��
Q
tIERI10BTAt
FL®
FLOOR OUTLET
�
DIRECT SAFE
GM
PM
�
Gfl ourLEt
T
PHONE ,Idac
WATER� GFI
T
MEDIA JACK
CEEMG F101NTED
�
CABLE N OUTLET
araEr
2z�a
®
uov OUTLET
DOOR C116 E8
�}
CEILNfi MIOIMED
®
SECURITY PANEL
v�
LIGHT
NANiNG CE46Ya
�
FLOOD LKeNT
MOWiiD LKaNT
n
n
C=#_�
C£ILM3 fAN
C==�
CEILNCs FAN R/ LGIrt
U
U
ELECTRICAL GENERAL NOTES
6WTCIES TO BE 46" AfF.
RECEPfS TO BE Q' dFF. - 4i' F OVER d COINIER
ALL 61R6G t0 BE M ACCORDANCE WTN NEC
ARC FN11 CIRCUIT NiERRIlP1ER PROTECTION 5NALL BE PROVIDED A6 iEWIRED
N NEC 710.QlA) AND 6NALL BE N67dLLED N A READILY dCCESSIBLE LOCATION.
ALL WOKE DETECTORS 611ALL BE NARDIUFaEp INTO AN ELECTRICAL POWER
solEiLE aND WALL BE EGLIPPED WTN A FICNITOFED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GRAND FAULT CIRCUIT NTERPoPIER SHALL BE FRONDED AS I�p1MEED N NEC
2108(A) AND NSTdLLED N d READILY dLCESB®LE L0CdT101L
R O TIE RESPONSIBILITY Of iFE LICENSED ELECTRICIAN TO 6151SiE T WiT ALL
ELECTRICAL SIOFSC O N R.IL COMPLIANCE WRN NfPA VA -NEC AND ALL
APPLICABLE LOCAL fitlSDARDS, CODEb, AND ORDMANCE6.
FRONDE MTERSY6rEM EKNDMG iREMSJATION AT SERVICE LOCATION PER NEC
JS0:�4
LUTMI,GIEB M CLOTIE9 CLOSETS BIIALL w INSTALLED PER THE PId�1/ISIOIl6 OF
NEC 418.16(A1 J (B)
RECE68ED LKrNTMG TO BE AIR iK�Ni AND IC RATED
IOtD>< R T}E LAMPS N PERMANENTLY INSTALLED FIXTURES BNALL BE
Nlrr+•�flcEa+cY Larps
REFER i0 9ffRiY CALCULdiIOIM FOR ADDITIONAL 6i01@7ATION.
PROVIDE 11E REQUIRED CLEARANCES AR01lD PANELS AND DISCONECT6 N
COMPLIANCE WRN NEC I1076.
,ALL FiCEPtAOI-E6 6NALL BE TAMPER RESISTANT PER NEC �06R.
TI¢ BRANCH CIRCUrt BUFFETING TIE RECEPTACLE(B) N A GARAGE SMALL NOT
81FR.7 OUTLETS OI7T6DE OF 1HE GARAGE AND NOT LESS riUSd ONE RECEPTACLE
OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AfCI PRO'IEOt10N • 11012 !D! DUELLING WR6. ALL Q0 VOLT, 96YaLE PNdSE, B AND
70 AMP BRANCH CIRQNt9 91ff'PL7NG OUTLETS METALLED N DUFJ.LNG WITS,
FAMILY ROOMS, DINING. ROCM6, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROLt'B BlSES00I1S, RECREATION RD01'I6, CLO6Ei6, FULLW475, OR SIMILAR
ROOM6 OR AREAS 8H4LL DE PROTECTED BY A LISTED AFCI, COMBINATION TYPE,
INSTALLED TO PROVIDE FROIECTICIN OF BRANCH CIRCUIT.
ELECTRICAL LEGEND
-406
CIMLINE
}
RECEIND GiN
LGIrt
—+cw
COLD WATER
{}}
RIEN MOM LED
0
ELECTRICAL PAWL
Q
UALL MOUNTED LGNT
8
ELECTRICAL METER
WALL SCONCE
c:::p
DVAN ECT OUTCN
�--1
FLUORESCENT LOW
%A 0"
$
OUTCH
O
FLUORESCENT LIGHT
of 2 BMW
s
$
3-MY BWTOR
®
VAPOR PROTECTED
LENT
$4
4-MY 6WTC4
0
EXI"T FAN
$°
DNrER BWTCN
�}
EXHAUST FAN w/
LIGHT
4
BUTTON®
EXNABT FAN Gd
NEAT N LIGNT
CE
DUPLEX OUTLET
®
&I= DETECTOR
GUADPLEX OUTLET
®
CAiZ�MONIOXIDE
CTOR
ID
8WT O�UTLEDUP�X
Y
TIER'OSTAT
FLOOR
FLOOR OUTLET
DNECT we
Gm
P
6
GFI OUTLET
T
PHONE JACK
PAIR '
T
MEDIA JACK
Q�
®
cEILRG LET NTED
mEr a
!�
i�'
CABLE TV OUTLET
z20�
12Ov OUTLET
DOOR CNCES
CEILING MOUNTED
®
SECURITY PANEL
LIGHT
NANGN3 CELIIG
FLOOD LIGHT
MOUNTED LIGHT
n
n
C=4=0
CEILNG FAN
C= =D
CEILNG FAN./ LGNT
I
U
n
U
ELECTRICAL GENERAL NOTES
SWTCHES TO BE 48' AFF.
RECEPTS. TO BE V' AFF. - 42' F OVER A COUNTER
ALL WRNS TO BE N ACCORDANCE WITH NEC
AMC FAULT CIRCUIT NIERIWTER PROTECTION SHALL BE PROVIDED AS REQUIRED
N NEC 11®J2(A) AND SWILL BE 16TA-LW N A READILY ACCE88®LE LOCATION.
ALL Vi= DETECTOR$ $WALL BE HARDIIAW INTO AN ELECTRICAL POKER
$OURCE AND 64ALI. BE EGfUPPED OTH A MONITORED BATTERY BACKIP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT OMIT NRERkIPTER SHALL BE PROVIDED AS REQURED IN NEC
21OB(A) AND INSTALLED N A READILY ACCESSELE LOCATOR
R IS THE RESPONSIBILITY OF TIE LICENSED ELECTRICIAN TO N6URE THAT ALL
ELECTRICAL NOR: B N FULL COMPLIANCE WMN NFPA IVA - NEC AND ALL
APPLICABLE LOCAL STANDARDS. CODES, AND ORDNANCE$.
PROVIDE MMYST01 BONDING TREMINATION AT SERVICE LOCATION PER NEC
260.S4
L21IN ANU N CLOTHES CLOSET$ WALL BE INSTALLED PER THE PROV611O1$ OF
NEC 4WJ6(A) 4 (B)
RECESSED LWING TO BE AIR TIONT AND IC RATED
M OF TIE LA" N PERMAENITLY WALLED FIXTURES SHALL BE
HIGN-E FCENCY LAP"
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL WOF 4ATM
PROVIDE TIE REQUIRED CLEARANCES AROUND PANELS AND DISCONECT$ N
COMPLIANCE WTN NEC 1626.
ALL RECEPTACLES SWILL BE TAMPER RESISTANT PER NEC 4C612.
TIE BRANCH CIRCUIT SUPPLYING TIE RECEPTACLE(6) N A GARAGE SWILL NOT
SUPPLY OUTLETS OUTSIDE OF TIE GARAGE AND NOT LESB 7" ONE RECEPTACLE
CUTLET &TALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE -
AFCI PROTECTION - 210)2 (B) DKELLNNG UNITS. ALL 120 VOLT, SINGLE PHASE, B AD
20 AMP BRANCH COMM 6UPPLYNG OUTLETS INSTALLED N DKELLNG OM
FAMILY ROOMS, DNNG ROOMS, LIVING ROOMS, PARLORS, LIBRAM, DENS,
BEDRROOMB &IIROOT6, RECREATION ROOMS, CLOSEM, NALLWAY6, OR SIMILAR
RD" OR AREAS 6NALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE,
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
--------------�
SECOND FLOOR ELECiRM PLAN - ELEVATION 9P
maw-M
L J
momm! I IK
VERSION: 5.0
7�Fl
•
E-2.0
"MK% MIMMHIlWMALL
JOHM OVMMIMIOR
rEAINGFMMODSHEARM
TOOMULMUMIM®
RAYING
UM VVIILLWATL
RAIMMIM COTrr'
VI ICAILYWMN
rEMC ICN
TOOIISCE
FACEOF
MICIC
THRU-WALL FLASHING
NOT TO SCALE
I6 IDM# fmcunm / maTmIAAM; n:nnc�at
U6MMlDTIMIWALL
RMI1rF.MII UPr
VMICATLY Ef MM
VMIGLFIDm.' m
OFOSIX
Itr IIDO M UMMN
MOUEWUMIAIMRAND
M NVR!l1MNCM
comma UMORURM
AIOVERAMM3-2eO.C. \—MEEPNOIMATOc
fornoMALLY AWWRAIMTi-
SOMOIMINIO D NOMMAGALLY
ROT
POUOMON room pOIICAT
VNIM MOE WALL
THRU-WALL FLASHING @ BRICK LEDGE
NOT TO SCALE
�p�� ^^^
rrrEsowReEoaau
_ I6et6lVA10M6NCIlUIS
NFMRATIlriOV6IMFp0
�SSEIDOFFLAN
TTTKALSOOFODV9IgF6tVic
WICOW 11NaiMAMN.OF2'-NSULL
1/OMNOUIWW
TMRCMIMNIMMIREM
APR.IA"RAMOOVMME
1WGI a"NRIMONPOVIC
I mr mNTOM-MN.1'AIDVE
mom
-
IMYMI ADANDIVOMATUL
wICOWOvIlSE/dEDANDFIATI®
FIAMAN FACKMOLUMISI UPM-RL
CUPIMEFM000EacowLvw
B oflwgEFMN GAPWI
140*1 ANDI6FOAMORMNANT
gMMlO6EVALT7l6
TAPES"OFOYERAFMO KAM UL
IOm
_
MAMARCOOEaCM USIM
FIBAANUFAC11MFLOMSU
MA 7osff KaUAI
IOm
FOITMMTOWAL
comm6C
iWICALIORrmmmvEC
WINDOW OPENING FLASHING
�IL
TIMMLLIVINIM "w
IMUMMMILWAIMFMM
NOT TO SCALE
TrRCAL21RaIME WALLALC Tl6AING-
I6MSI NCROM
— — —
�#A6EOCIRTEOOLTN
— —� MMILMAIMMOMMS
12
�aTEIOOF
TMRCALm wcovmm vm
RA"
TRICAL MIXI rUR MORM
TWKALIOOFMU MONMI PM
WrIM Mcmaaoll"M
Tr.I6CL0.
RUrt10E1NMK1M6
MATMIAL-mgm
FALKSAFMOOOEacDwLv C.
S6HTDSINCISAI
TMFK'ALSmfIRrIIRIr6:
FMWMTDWNL
NMAM-6lMSIUCIIRAI
00116CION
TAIAFMIHMONFMrSC
rcwU.0C1CeMSm=m
TMPICMSII =FNMON60CXm
rm
TTRCMNMIORWNL
OYM60QFMrIC
— MMNIOO maw.mvw
r
iM11CMW!
1 LOCAION/OOIOw1016FR01EEVAAMSY
"mrEC
RIMSMICIIIAL
i
1 V6M/VOEDSUOITUMIAMN WALL
i TIMIATIMAICMONPMaI AIONA
MAMMAL
r�
. wlR.
•
MRITDROMRANFORS M
CONRIMOR N
TYPICAL 1-STORY WALL SECTION
NOT TO BCAIE
ZFi.
106NMONM
W Al M! 160 O F WA LL Nd 17LYM I pl YN tl
IM ERYALTDN. MT6 DEMIS ALC SIECS
AMID�EIEVA101R
nr EDGE CIACKCOMMOINCMUlS-
ieMOEDusALorRa
MEW
191IMSMICaRAI
SCAMIROCXIEIIItfMK21SMt
� MK',ALAYOODRNWONIIOCCFM
r6:
iMRCMNRLORM4ILL
MIIANDNIWgOd
OYM6OCKFMrEC
WAI6COITlM6N.lMrEC
v6r► FDIIMION PaoFle vMs r
TMFICAIWE
WO MIN/OOTUUIm
lMrEC
I slMVcwm
V6rMDA pWRIMMOIRCN wa
IINI AT POIIMTKU FM 6NMON,
�oMUMNL.
1lMTDROMFLALI ROISIOFE
OOIl111MM N
TYPICAL 2-STORY WALL SECTION
NOT 70 SCALE
WAINSCOT DETAIL
NOT TO SCALE
7AM'sRICCO0VMFRAME plEA HH%2 LAVM WJLL
INNANDS I' M MI -FMrEC
P MaSICKMDOERAMNC4SIIMMIAFFED
OVMMKxOACCEMM
VNML KAS1M DM SCIE®- FM rEC
IM'ALLFM MANIMACII MIN I6URAION I6RUCIONS
AMIMIOOMrIG ON MIDM O RNDINAMW FMSPEC
FML aMCK ME)OERAIN0. OVEMAP ONTO EOOFEIO
UC6IAYMm
� ALL IoolNc MMMAL aet BIVAiION) f I W L /E I:T/ W ID
FMMANWACRIIWSIOMNIAIONI6INCRON. VO MIOOF
VIBMINiWINS ILMR LDIAMIM
ROOF TO WALL AT RAKE
2 SCALE: 3% I'AV
7NSRX=OVM RME PMVMcif, 2 LAVM
WL MHAND-MVW
lM &MIMM MRAMN UMMLAFM
OYMMIOCOACCIM=
VIMLIRA MOrdSCO D_FINSME
D WLFMMA URACNMMNAILAMM
V RAYN6
v
-�
SMUCRIKEINIVAIM
NOVEALLSOMOUVEMALFROMMOOMMLIEMMM
offAimmoym
OROOF TO HEAD OF WALL - SHINGLE
1 TNre I I.
VERSION: 5.0
7-MC. DITAI.r
IA
"I",-3.2
IMOIEEENYLLEOFNlmlw wmMOElwwm MMM
MNEMENENNSN I
wMNINaNMLE1MINEDINININNIEOgWr. wmmm
Omni NPNEEIowtAaNEEEwnI NENEEEMNNEr
NNLL161EM70YNLLg11NENM1E1 VPl'NNDrNl6MtIL
NM1�1 OIIAINNpOMI1Nf,NINRP01NOI1MlE
low" Ei#NLN!NNN mmill MINNINr
adI11NNNalIa=I NNMIIINNLLWI ALLY
NNMIrRMINJrlNNMIIN1°DIIAEMIONNIil1 A
NOIIbEON =
ol
alE IlllNLLIDFEM/a !M
MMNNCNNINM
e4
1MMIa w"m
11EMNgMONN 011NMLEMIMD. NA
t01D�NtIMM11®NNNON7OIRA1NNW
OlNNEENNl1YME1IM MENEa0EM1 -
�+
ONEMNINNIIINNN1017MNAfdINE1NIMM
OEEq�NeIrrm
N TAW MM
7Npllrl
11ENNIDIELONNI IIIIIIIUKANE
NNNEEMEI
TDNMMONNMM�IOADOFNM
OININ
iNDINM
wMI�gII
11EMMINaMOFEEINIR 9MNANMMINB1Er11E
RNRwmmi :aN1NN1 NiCEEiNlEM)NlINOFME
NNLLNINDEBMfAa'NMEEN NESIENOOMMDNN"MIAD
NIIEOMEDFIMMYwwm IMINAINIIa IMD
OOININIG�1
HANDRAIL/GUARDRAIL CODE DATA
SCALE: I VI'. I'-D'
NI!®NNPACE
EA. TWMS
SEE PLAN
NPNNgODM9O
314'
1
c W
TYP
SRILYM)mINEr
PANNON
NEEEora®aNwal
c�P
/ ppEEN1EINIMM
NPME'E'aI16QRAILY mm
®aDOFNEaOmMENME
NDEINMI
LANDING/STRINGER DETAIL
SCALE: I Vt'. 1'-V
1lrlDNNIM
EO. TIEADS
atPN 1111MI I
MR"NNRM011
ANSK)rl
oaP
Nl'N7IEmMpM MR)
N 11611I E MIFFI N PI10NLLKm "MI IIE1MIP
MEINMEMEMN I!Mlm N[l0
"Vml FmLALLw0cD ICA
OpEALTMMOOM01lIEYON:NEENEE
MaONININENN[EENMaNIBENYE
NNNINOENMINfOOSE
FLOOR/STRINGER DETAIL
SCALE: I W. I'-r
11/W MIN. -7MAX- - 11/4'MIN.-1MAX 1
I J M000TEPNL
MM.NMMER
NIIIMNNNPO® f4WOAWDL
A.Eus
NaNMID
HANDRAIL
SCALE: 11,2% I'-V'
sum
IMIINNNNFOF
111101111m —
blIMIN I V
aSaNMtpMD
zr
a8lNMEER
a11NaLNI
VMWM. QF
YNWMDaENOF
EI11011MI MLErm
I.toIM
SKIRT/WALL DETAIL
SCALE: I I/'. I'-O'
EWANSXMJ
W TYP.,
We
a1NEOIla�N'IpEMI
NNIELNIIlMO•RINI
aIFNOFfIMlEa1
AatMNAE1NENM
N'M7PNI► NLRALLMIWMD
�ENOFNa70ND OEINENME
NNBINMI
STRINGER/LANDING DETAIL
SCALE: I VI'. I'-O'
Occ
o,
CIO
cc o
CD
E
V
vJ
� a
C
� a
OVA
VERSION: 5.0
MW.OUA"
IA-303
EXTERIOR INTERIOR
IMMICEMMIumovM
TwoRom
NOIMlWR POSeMOMmR
PWMLW
MEAMNOANCiM M
AMMM0.MF
1lMMMICBRALCIRGR
NWWWAMPM
CYAW FADIMM
MtaMm
WHV MGWMMFMOOF
MMawCEM
MMIIRNEM 21AVM
0
MMMFAC1aIM
CFMMMNGFM@-
EODM1lOI1 m
ODMOMONS1Mf
AO= klmLm
GWAIOM"m
WMWENPmMOF
WNDDWAM Y
E1R910RORi10E1EMMR
MOWmm
OVMMOEMANK
CONMRIO KALAW
161DATMNGEFM O
RKMAlIMl011
NOe WN= A09&YIO W IMBED TO
fRbICCEMWROOWAMIFACR Mld
MRIWNONMOMODWAIDA
i
HEAD AT FRAME WALL
SCALE: W. V-®'
Mll000lMellcDAra
FOAMIEIIEMNAMON
4
L�
IxWD.TMN —
SERUM
DIMMAW -
AWsm —
OARAOEDOOR —
OVERHEAD GARAGE DOOR JAMB
SCALE: I W. I'-®'
sa RIOR
MMWIA
INTSOOR
IRODF
rAIR1cWMBRM
WROOWAEMALLrMMIm
MMiMNlELL
wMoaMlllasawMG
0NA4001M MM
M5IDATNAl1EFM0R10
UPUAMS
MaAUA1on
I
MOEORGRADE
D"1°�
MICCStMAIEIt
CJYECN44VW L
lxsw000aMA
FlMtCMA IMO
OVMTTVEORE1Al
.• RfULLMTW00D.
NOVENWOYM
E107
y PAMI®MACfM
*WAMM6
ANDFRAMJGFI9R
MMRaIMALOWGR
I
1MOOIWM
DGMMN.TIP.
NOMTMOOWMEIlLr1O01 FASIMED10
MBCI Mwmmmmtftc1
MSINM110N EOUBdMR AND RFCOMA! WAOIK
SILL AT FRAME WALL
SCALE: 3'. 1'-V
— PORna FST NOEIMmRR mm mPE wn
MMCRMMCBMS MiMUCmIiaMNCN6FARta
—GYP. SD. 203MAS000IM PM
FORim FATI
SWAKMMM
GYP. BD.
MMICWRACQNAI
IAPMMDMGPAVMMMT
of=AC 8=RA MG
ICUWAMIWMCO .
a.s H
SEDf1OWALL
WOODTMNMEMNIDR
2x RES DR. HEAD —
GARAGE DOOR —
GARAGE DOOR TRACK
OVERHEAD GARAGE DOOR HEAD
SCALE: 114'. V-0'
MMLL OF WRtlw1®
Mo So
EXiWR
INFERIOR
OMOWACTOR N U
MCOMMMIM
OWMACMAUMM
IMM commMGOVM'nm
w:rwaelLm ro W ALL
ORMCMLNOil.MMA/oVM
OPCWa 4roQMYNO� WAM
!®ORIM11M6A10
eR cam
iRMM1GFMIEMKaIMN. DWOt.
MMAMVVCEM
CMIEWADNMMMW MMR/AOM
MODMMMDA1IOTs
OVMIMIAMOFPMM
y 0
PAI'M
l�IORORADETEAIAIR
_9
33
E01lIIORORACEummow
CAVUN& FICA&
�
Z
'a
IA=IAAS lOAL
r
C W
�m
4)
CWUWACHIMOONMNR)IKSLMM
we=
WMMMGWAERRDOF
MADAT11M1GEmm
1016MM"
w a
HMMODWAMSALr1DEFAM 10
A 0 tla
SEUCIIEW M MTWMMERACAMMS
u Q
Mi6WA10N�AWMOOMMBQMM
x
JAMB AT FRAME WALL
SCALE: 3'. V-0'
■1�111f
SLIDING GLASS DOOR HEAD
SCALE: V. I' -AY
.—A
M
O
=
z
/'cc pa
{7�
OV
R �
U
cn
tx
�
`o
O
a
S
L I
GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 Sth 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 MI THE GOVERNING BUILDING CODE NOTED ABOVE
2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENTTHEDRAWINGS.SHOULDCONFLICTS
EXIST BETWE04 THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTIST PROVISION
SMALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
INCLUDE ARCHITECTURAL., STRUCTURAL, MECHANICAL, ELECIRCAL, AND CNILSITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTION%MAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONS/MAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND.
BRACING.
S. DO NOT SCALE STRUCTURAL. DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
CONTACT THE ENGINEEPt
7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING ODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFED IN THE
CODES SHALL BE ADHERED TO AS F THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENES SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUITED BY CODE
S. THE ENGINEERS 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 484ROURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS 'CONCRETE SCREW AND WSONRY SCREW SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETEIMASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SMALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUNE TAPOON, OR HLTI KWIK-CON 11.
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 SET36, OR HILT HR-HY-I50
DESIGN CRITERIA:
BUILDING RISK CATEGORY
=I
VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD
PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD
:20
7 PSF
ROOF TOP CHORD DEAD LOAD M E)
-15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =
20 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/0 STORAGE)
- 10 PSF
ROOF 130TTOM CHORD DEAD LOAD
=10 PSF
FLOOR LIVE LOAD
-40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS)
-30 PSF
FLOOR DEAD LOAD
-ISPSF
DECKSALLCONY LIVE LOAD
-40 PSF
NOTE TO TRUSS & I.IOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
TOTAL LOAD
LIVE LOAD
MAX TOTAL
DEFLECTION
ROOF TRUSSES
UM
L/240
1'
FLOOR JOSTSIIRUSS
L/JBO
LU480
1/2'
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE SW
2. ANY MEMBER SUPPORTING BFUCKMASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L/800
3. FIELDSTONE APE 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 CRITERM TORNADO WIND SPEED .WA
BASIC WIND SPEED -140 MPH
EXPOSURE CATEGORY -C
INTERNAL PRESSURE COEFFICIENT +/• 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CUSS -D
SEISMIC DESIGN CATEGORY eA
4. EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND S. SEISMIC) -2000 PSF
LATERAL EARTH EOUIVALENT FLUID PRESSURE
WALLS LMNBRACED AT TOP -40 PCF
WALL BRACED AT TOP -55 PCF
S. GUARDIWLNANDRAILLOADING:
ALL GUARDRAIL/MANDRILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (IOC -ES) AC 273 -'ACCEPTANCE
CRITERIA FOR NANDRULS 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 ACT 332
"RESIDENTIAL CODE REOUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM C150'SPECIFICATION FOR PORILAND CEMENT.' CONCRETE
SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES.'
S. REINFORCING SHALL CONFORM TO ASTM "IS GRADE SM
8. 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', ACT 315R
7. RBWORCING STEEL AND WELDED WINE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
KASO 64 RAM WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1AP' MINIMUM COVER AT EXTERIOR CONDITIONS
OONpl1EBNOUBDIIM4AGAEIBTEARRk 3"
..112- (#5 REBAR OR SMALLER) 2- (#S REBAR OR LARGER)
+/. SW
S. REINFORCING STEEL SMALL 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 DI A SPECIFICATION.
CONCRETE NOTES (CONTINUED):
10 CONCRETE SHALL HAVE A MINIMUM 2 CAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 2500 PSI
8LA84)NN•GRADE & CONCRETE BEAMS: 26M PSI
i 1.CONTRACTOR SHALLTE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING
CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN
SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES . INSEARHGDOWELSINTO
WET CONCRETE B NOT PERMITTED. ANCHOR RODS AND STEEL INSET(TS SHALL BE SET BY
TEMPLATE TO WITHIN US' TOLBANKE 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 ACT UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS S PER ACT 3% LOCATION OF LAP
SPLICES SHALL BE AS INDICATEDON CONSTRUCTION DOCUMENTS.
I&DOWELS INTO FOUNDATION SWILL 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 SMONN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER
1S.ONE OF THE FOLLOWING CONCRETE SUB ON GRADE CRACK CONTROL METHODS SMALL BE
USED (CONTRACTOR PREFERENCE):
• CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINMUMM 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' 8UB: 10 FEET O.C. EACH DIRECTION
• WELDED WARE FABRIC (W.W.F4 US•WI.4XW1A. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8INCHES.
• MICRO- OR MACRO. SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SMALL BE 1/2' TO 2.1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3A POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WiTH ASTM C1116. THE MANUFACTU ER(SUPP I ER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
18.CONTROL JOINTS SHALL BE FURNISHED WITH A FULL4.ENGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SIZE OF KEY S NOT S140M ON THE DRAWINGS, THE KEY SHALL BE 25%OF THE
CIDSS-SECTON DIMENSION OF THE MEMBER AND MINIMUM 1.1/2 INCHES INTO THE FIRST POUR
OF CONCRETE.
17.PRDVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN F NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
i&CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI WSA 'STANDARD SPECIFICATION
FOR CONCRETE CURING' AND ACT SM *GUIDE TO CURING CONCRETE'.
FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNERS REPRESENTATIVE
2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES
FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A
MINIMUM NET ALLOWABLE BEARING CAPACrTYOF 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 VOW -RE
CONCRETE IS TO BE PLACED; LAP ALL EDGES 81NCH (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.
S. 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 SU&GRADE APPROVAL, THE SUB -GRADE SHALL BE REINSPECTED BY THE
GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EOUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
S. 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
NONCONFORMING WORK
BAWIWNG:
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 S TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WAITS TO ELIMINATE LATERAL LOAD EFFECTS, OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORTS IS INSTALLED.
3. SACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND AGE COMPACTED TO 95%OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM DIM, IN LIFTS NOT EXCEEDING 8INCHES.
MASONRY NOTES:
1. CONCRETE MASONRY HAS SEEN DESIGNED IN ACCORDANCE WITH ACI 530, -BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES' MID SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACT SMA, "SPECIFICATIONS FOR MASONRY STRUCTURES.-
2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH I'm - 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY UNITSSHALL 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 8 UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENTNME OR MASONRY CEMENT FOR MORTAR
S. GROUT SHALL CONFORM TO ASTM C478 WITH MINIMUM 28•DAY COMPRESSIVE STRENGTH OF
2.500 PSI.
6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 80.
7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPING&
S. VERTICAL CMU WAIT REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO LATCH SITE AND SPACING OF VERTICAL REINFORCING UNLESS
NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH (1)-#5 CONTINUOUS VERTICAL REINFORCING BARS..
9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.ON. LAP
SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125%
OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM
DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTE&
BAR SIZE
LAP SPLICE LENGTH
BEND DIAMETER
ACI HOOK
#4
2P
3'
i r
#5
25'
33/4•
I
Are
34•
4.1/7
IT,
MASONRY NOTES (CONTINUED):
10 REINFORCING BARS SHALL BE HELD IN POSITION BY HIRE TIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING.
11. GROUTING OF MASONRY WALLS SMALL 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 ACT SWASCE 6 SPECIFICATION FOR MASONRY
SIRJOTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED MORATED) GROUT POURS.
I I LIFTS OF GROUT SHALL BE KEYED 41NCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
1& MASONRY MOW 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 34B -'BRACING CONCRETE
MASONRY WALLS DUPING CONSTRUCTION.'
WOOD FRAMING NOTES:
1. STRUCTURAL SAWN LUMBER, SIR IMRAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION-1 (NDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WI TH'PANEL DESIGN SPECIFICATION." AND
SMALL CONFORM TO'VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDl167RIAL
PLYWOOD'
3. ORIENTED STRAND BOARD (0611) SMALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR VVOOD•GASED STRUCTURAL. -USE PANELS".
4. ALL BEAMS AND HEADERS SHALL BE (*MY LIMA
S. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/Y DIAMETER CAST-NN-PLACE ANCHOR BOLTS WITH T EMBEDMENT,
4- (MINIMUM) AND 1Y MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE, WITH NUT AND 3Y3"x0229" WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR SOLT SPACING - r-O" O.C.
REFER TO'PREAPPROVED FIELD REPAIR NOTES' SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
e. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY -AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN Ilr ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL DE SPRUCE -PINE -FIR NOA /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
F•- 875 PSI_�Fri - 425 PSI FT - 45O PSI FC- 115O PSI FV- 135 PSI E- 140O KSI
WITH THE MOISLLHH€ CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
S. 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 09 TOP PLATES MALL BE OFFSET AT LEAST 24 INCHES AND SMALL BE NAILED WITH
NOT LESS THAN (S-0.16Yx2-1/2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (9) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO2 OR BETTER WITH BASE DESIGN VALUES:
F,- 1100 PSI F - 5S5 PSI FT- S75 PSI FC- 145O PSI FV- 175 PSI E-140O KSI
WITH THE MOISTUA CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED IM
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MKNKLIAM)OL PARAMIAMPOL(A) TEIGNBMRAlDIpI
E - 2000 KS1 E . 1SOO KSI E s 1300 KSI
Fe - 2WO PSI F• - 2400 PSI Fs - 1700 PSI
i•) -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PUNS PROVIDED THE'BOOZER BEAM 2.1E' IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING 4WS 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 AFG01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS FACTURER'S RECOMMENDATIONS. PROVIDE 0.131 ")Q-117 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 (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.O ON DRAWINGS:
WINDSPEED OF
<- 140 EXP. C
WALL HEIGHT
OFT
Wr
1OFT
STUD
SIZE
HEADERSPAN
(FT)
4
1J/IK
1JAK
1J/IK
8
1J/1K
1J11K
1JAX
8
1J/1K
1J12K
1J/3K
10
IJ/2K
1J12K
1JAK
2x4
12
1IJ/2K
1J/9K
WAK
14
1.92K
1JµK
ENG
16
IJ/3K
1JµK
ENO
16
11.M
ENG
ENG
WINDSPEED OF
« 140 EXP. C
WALL HEIGHT
OFT
OFT
LOFT
STUD
SIZE
HEADERSPAN
(FT)
4
1J/1K
1J/1K
1J/1K
6
1J/IK
IJAK
INIK
O
tJ/IK
IJ/1K
1J/IK
10
1J/1K
IJ/1K
1J/iK
2x8
12
1JAK
IJ/IK
1J/IK
14
1J IK
INIK
1J/1K
18
IJ/1K
1JAK
1J/1K
18
1JAK
1JAK
1JAK
13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PUNS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2)(STUDS AT 1S' O.C. MAXIMKMM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MINA GI 24" O.C. MAXIMUM.
IS.STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GMER43EAMI PLY COUNT WITHIN 1/2' TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDERBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
1 & WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE ITC TABLE R0023(1).
17.FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD 1. JOIST MANUFACTURERS
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD WORST SHALL
CONFORM TO ASTM D SM.
JURISDICTION SPECIFIC NOTES:
1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT UNTIED TO LANAIS, PORCHES, AND
BALCONIES A 1/2' (MINIMUM) EXTERIOR LADE SOFFIT BOARD WITH ACEME TITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM OW TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND I04ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF
TRUSSES SWILL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED
LOADS WITH ANSI/TW 1 'NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION.' FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER.
2. ROOF TRUSSES SMALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE -
DE81GN=IBM NOTES SECTION.
3. THIS PLAN S DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES
FROM THE MASTER TRUSS FILE ON RE ORD,OR FOR PLANS FIELDSTONE AE B NOT
CONTRACTED TO PERFORM TRUSS REVIEW ON, THE OONTRACTOR IS RESPONSIBLE 70 ASSURE
THE DIRECT COMPLIANCE OF TRIES MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPUFTAATERAL LOADS MPOSED
4. TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS
AT ALL TRUSS -TO -TRIES, TRUSS-TO43EAM, AND BEAWTO•TRCBS CONNECTIONS.
5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DIMENSIONS, SLOPES,
SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC.
S. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS,
ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINIQEPA 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 P.E. SOFFITS, PARAPETS, VALLEY FRAMING
UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
S. CONTRACTOR TO PROVIDE TRUSS BRACING PER SCSF88IN.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 INOORIECT LOCATION.
F THE WALL HAS NOT BEEN BOLT: DRILL AND EPDXY #5 REBAR OW LG.) INTO THE TH 004M
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 BEAMIBONO BEAM. COMPLETE
GROUTING OF WALL
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY 18' (H) x 4' (W) AT FLOOR LEVEL DRILL AND EPDXY #5
RESAR (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 BEAMAIOND BEAM. COMPLETE
GROUTING OF WALL
2. MISSIN GIMISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
NIOOONcpwm
A IMW TITEN HD WITH I V4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT INTO
A IIr THREADED ROD SET40 EPDXY 7' EMBEDMENT WITH 134' MINIUM EDGE DISTANCE AND
7.1A2r MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A IIr DIAMETER ANCHOR
BOLT WITH T EMBEDMENT INTO CONCRETE
BRDG ITRUADMAEOMIY(GIR311 k
A 1/2'x8' TRTEN HD WITH 13/4" MINIMUM EDGE DISTANCE AND W MINIMUM END DISTANCE AT 4'$
O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT S'4Y O.C.; UKE MSE A
IrZ tff TITEN HD WITH 13/4' MINIMUM EDGE DISTANCE AND W MINIMUM END DISTANCE AT 2d'
O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH T EMBEDMENT AT 04r O.C..
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR SOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
<140
04Y
140
V4•
150
11-T
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 TRIES STRAP REPAIR" DETAIL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1B" BUT LESS THAN 1.1/7 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- I.G. NAILS). WHEN GAP IS GREATER THAN
1.1/2', INSTALL NEW ANCHORS.
5. MASONRY WALL OVERHANGING SLAB
01=0VENHWiG RlMI
< 5/8' NO REPAIR REQD
5/8' < OVERHANG < 1.11T GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>1-1)r CONTACT ENGINEER OF RECORD FOR REPAIR
S. NOTCHED TOP PLATES S. STUDS REQUIRING REPAIR
ATBIUDB STRUCTURAL REPAIR IS REOU1RED AT STUDS WHEN A STUD IS NOTCHED 70 A DEPTH
GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS;
OR WHEN A HOLE IS ORILLEDAMED 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 HS924MIS WITH (12)-tµ"X1-Ilr SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#'-SDS3 WITH (12)-1µ"M' SDS SCREWS, WHERE
'#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP P XM. A HOLE, CUT, OR NOTCH THAT IS GREATER THAN W% OF THE PLATE WIDTH B
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
REQURED REPAIR 18 A GALVANIZED 16•GAUGE METAL TIE THAT IS AT LEAST 1.1/2" WIDE AND
MUST BE FASTENED WITH(S)-18D NAILS ON EACH SIDE OF THE OPENING
10 e
Fieldstone �pMl
C.O..A��.f#��ARCHITECURE:
.w♦�� ��' "
C.O.E.# ENGINEERING: lam' : No.
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# ON25
05/06/2024
DATE
I
0, pp • Ai:
�s�ONAI .
11111111oxx
Mid opTI
MOO Auburn Rd
SUITS 200
Aublm PISS, MI 48326
+i 24&82AOX
Florida
12M Tampa Oaks Blvd.
Suite 1so
Tonpa, FL 33037
+1 813.466.3310
www.Hei&tonone.com
SWAT
0'e�D
ro maceaWOWMa
2 STOMTOR ae<
Fo1 DQBiOR IUS0181PMUI I'M 11/01/2023
FwOA010
ea mm.noM
sawaeasaes
e>aE11LrpNCata
a06
1aFewM
M
IMM
MI
alraaoL� psset:uMM
IIa1� i
e�lOealaM
PER PLAN
�W�10Ni11MLONIWW M „/01l2023
FW
NOT To SCALE Po~M�• w
wssMOWN
2 8TORY
FMtZW
VMNLW RMl
= LM DRUM
M M MOLM
1i sera NLM.M IPAM ee M WWRI
ao• � elE as !�� eN� M
aee2aon -• . fizz
MMv :snc {•::s: e�19y
,t- -- F PER HM
alb l� �, PErt PIAN — L
MAM
F03C CMOMznerm22
FGM-033
a.a
SeleLe .M
eseeaarllMOaca afeilaaD -' 14 � ` es�sL•anr11«aara
�ww �11a
Fos CdIRMGE WM FEMM L 111012W
F;"W
aaMR aa0l9a6 eNawa
aasteasPeai
aaleals j
aE a -a t/e6Aee0 �; as
?
ell '<.' ;{., .y.•• .�..•
r-0 r ,, ,
41,
we ra
1 aeaatsaE ,, ,• ® a ,� a�' SeMasaa
28TORY 28TORY arxetnlleao 28TORY
F07 ZMozz
FlAG-070
� eIOM � a�M well. a1�A0aea1�
I.M MIe04ralere0 O�erlRaaVa:aleia�
eelesaertlsalsa >t2MsurFttauwlt laerlaaa MAaersmrtTr MAaonrlaM
ttgatwn lees F a �a �:. seas Selrvea ISM
OMMMM halt 10
=
§ tL .;�" � ,''� z ' � ,. .. • � ml¢asM a� r � a�sastu � ; .
�� eelottens
'YINI�OON • �010=0elOY.e1 '1 Wlh MNM • • M
Flo N&M@Kr.wu 001MMECLOWIM F12 A MONIN
SCALE FMG•100 EMW-
11ro,nox,
FMG•113 FOG•120
rmw.w. M
�teOAaoq
tesarse ��
nala�. saMseas
aIUMBlu'
-�-- esasso.MM I.ae!' ' •-: y'
ffAF
aes Rana enaBRLMM
•16a710aO1a1B0
S
7 �-� „nzrmz,
FMA1-130
t eu
tpaalrlgtseaWtr M ■telaluoPZltltJl�
OA i How
eleM
ma,yaMM
141
p N
F08 $�C 11MA023
NOTTOSCALE lz;; S
Michigan
3400 Aubum Rd
Spite 200
Aubum Hils, MI 48325
+1 248.6= 4035
FloNda
12OW Tampa Oaks Blvd.
Suits 150
Tampa, FL 33637
+1 813.466.3310
VIA
atnsM it I / Aaw�ewa
IL
t alatetUlsl
® sw
2 STORY
e-1
M
•�{a�y/�� �p
F09 If111110Q! WO� VaYRi 11/O,i2023
O
NOT TO SCALE FMGOBD
C)
1
080 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/06/2024
DATE
r
2
O
w O
w
9
DRAWN BY: I FAE
No. 86 _ VERS10k 5.0
SHEETNAME
.p FOUNDATION
i Q • S E OF �DETAILS
��OR1Dob • ' ��� SHEET,/
247d4'x1,
FTG. M/ •
12. O.C. E
FOUNDATION PLAN - ELEV. "K°
SCAtE: W-1n0
Mower
1. 3 1/r CONCRETE SUB ON GRADE OVER VAPOR BARRIER
2. REFERENCE FINISHED FLOOR ELEVATION - O-0•
3. REFER TO DWG 80.1 FOR GENERAL STRUCTURAL NOTES
Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING-
Na 860
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
.0 :• ::
■ BENJAMIN NIESE, PE
P.E.# 86025
% OF �N
�i�� ' •��ORIOt! . ' �'�`��
05/06/2024
DATE
�/111111��
�$ # Big$l
Alai 12
��zf��&'b65fi nS
Mk"-
3400 Aubum Rd
SLAS 200
Auburn FNs, MI 48328
+1 248.622.4035
Flofida
12906Tampa Oaks Blvd.
stile 150
Tampa, FL 33637
+1 813.466.3310
o
0
W
LU
rr
L J
CONTINUOUS LINTEL OVER
MASONRY COLUMN. DRILL7
HOLE IN BOTTOM OF LINTEL
AND EXTEND VERTICAL
REBAR THROUGH LINTEL
8F160B/1T
25 SH 25 SH
BF20-OB)1T w/ LINTEL RECESS
3068 DOOR (OPT.)
BF16-OB/1T w/LINTELRECESS
3080 DOOR
�-
POUR -
i.
SOLID
3F76-OB/1T
BF7 e-OBpT
0
CSF32-OB/1T 1F16-OB/1T
w/ L2LSS 25 SHDOOR
8F34-1 B,1 T
16070 OHGD
FIRST FLOOR WALLMEADER PLAN — ELEV. LIKII
10M
1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES
OHO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING-
29349 —�
0 IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/06/2024
DATE
LINTEL AND BOND BEAM LEGEND
i. B01 WM 18roEr*W01R9=Vft#5SN9DMMA
COI UMMOW FB.EIBIOFBRDRE
2 wulfw7l/MLEN.Dl51BDeutlBsaBASBBu.�Br
FFEMEM
a INI9awRIACIEwaMVI1DHBBInf111YrBHAUE
A ROr WAELEf-f-rMa
6 O/AREDOOR LKMHBBR1NYHAREAMUWJ 0F+/f FORALL
LWESMORSTAM
TIPEOEBI IM
F-RL9111I MODOTIO-Uf10
QATrIY0F16RBLVI9WM0F
r If RWN
1
$F16-1 B/1 T auwnry0FA MATTre
- XOYNAI"IT
16FHRATIOPOL(Q
1-1 ABA
z CLEAR
a o c7
BRdR
N 6 Rx
- A0NATBOfI0110F110B
T-s/s'
8" NOMINAL
axn
>� ABfiACfD RDK®N1NtB M"
ACTUAL
HEIGHT
i
i
No.8 _
QSTA IF
u1tIIse
EoYL
��frcEa:fr.x.o�L XB
E�°sag
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
r-1
M
0
m
'
O
IM
ww
O
r�
O
W
'.
rA
r. d
U
cc
W
w
°
�
Q
a
N
O
IL-
L
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
WALL/HEADER
PLAN
SHEET #
1_K
J
LOCATION OF
PLUMBING DROPS - --
- -.__-_
(TYPICAL)
_--__ I.
HTS76 TO (2)2x4 SP BUILT -
UPCOLUMN. DTT2Z Wl
(8)SDS 1/4'x1-1/2"TO
BASE OF COLUMN & 112'
ATR w/ SET-XP EPDXY TO
CMU BELOW. 6' EMBED
- - —
-- -- -- --�
PER DETAIL L26/S4.3
- -- - -= HTS16 TO (2)2x4 SP BUILT
UP COLUMN, DTT2Z W/
(8)SDS 1/4'x1-1 /2' TO
BASE OF COLUMN &1/2'
ATR w/ SET-XP EPDXY TO
U BELOW SEMBED
CM PER DETAIL L26/S43
FLOOR/LOW ROOF FRAMING PLAN ELEV. IIKn
SCALE: V-1' D'
NOTE$:
1. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES
2, REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
00
I
1
BU
�
I!
ROOF FRAMING PLAN ELEVATION IIKn
SCALE: IA -10•
NOTES:
1. REFER TO DWG S0.1 FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
HTS16 TO (2)2x4 SP BUILT
UP COLUMN, DTT2Z w/
(8) SDS 1/4`x1-112" TO
BASE OF COLUMN & 1/2"
ATR w/ SET-XP EPDXY TO
CMU BELOW, 6' EMBED,
PER DETAIL L26/S4.3
IM
1MIOIW
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. (21
H2.SA TO BE USED TO MULTI -PLY TRUSS,
(1) EACH SIDE w/Bd 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 SDWC15600
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/FLTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DEMER
FOR PLANS FIELDSTONE AEIS 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 UPLIFT/LATERAL LOADS
IMPOSED.
IF ANY TRUSS CONNECTOR SHOWN IN THESE
DRAWINGS CAPACITY HAS BEEN EXCEEDED,
THE TRUSS MANUFACTURER SHALL NOTIFY
THE ENGINEER OF RECORD IMMEDIATELY
COO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
�•
C.O.E.# ENGINEERING:
No. 86 —_
29349
-
13 IBRAHEM ELAYEB, PE
:.a
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
% O STA OIF 4. -
i�� LORIDP' • '
0524
0,2`�
DATE
°— T�£bm `E§e
Fi�kc ��a SB �ap�c
a
3
o x.i?° i o £Fac iLS�
o e �esfivb%
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.Neldstoneae.com
M
O
Y
o A
o
z
>
J
w
O
04
=
- x
U
�
� a
N
W
O
0
M
F_
L
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
ROOF & FLOOR
FRAMING PLAN
SHEET #
S3.
1 K
J
STRUCTURAL SHEATHING, SEE PLAN AND
DETAILS FOR ATTACHMENT
11/2' PRE-ENGINEERED
WOOD TRUSSES
AT 24' O.C. MAX
.OR-
2x BLOCgNG AT 2x RIBBON BOARD
SHEATHING EDGES w/ (31 ATTACHED TO TRUSS
Btl NAILS INTO TRUSS w/ (31 tOd NAILS. 2X
CONTINUOUS O.C. CENTER MAX
STRUCTURAL SHEATHING SPACING
NAIL PER TYPICAL CONTINUOUS STRUCTURAL
SHEATHING DETAIL SHEATHING NAIL PER
TYPICAL SHEATHING DETAIL
TYPICAL TRUSS TYPICAL TRUSS
ANCFIOR PER RAN DETAIL AT TRUSS HEEL > 91µ' AN PER PLAN
NOM
REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR
SPECIFIC TRUSS PROFILE INFORMATION. (I... HEEL HEIGHTS, SLOPE, OVERHANGS)
STRUCTURAL SHEATHING. SEE
PLAN AND DETAILS FOR
ATTACHMENT
PRE-ENGINEERED WOOD
TRUSSES AT 24' O.C. MAX.
TRUSS ANCHOR
PER PLAN
a-Q FASCIA, (SEE ARCH DWGS)
BOND BEAM
PER PLAN
DETAIL AT TYPICAL TRUSS
w/ HEEL < 9 1/4-
RU1 ROOFTAUSSON IIYM71AN11 11/01/2023
NOT TO SCALE RWM-01O
rusears�roe
ruse
rLrlwsaLltR flaeprlle
wrAw
wslEllalw
aLeowlElu
samwlrw
rD�ti11,
taEclill r
ILM plwcwrrw
aMIDIm!'"
!A
E
MlaelaERewix
i1rAR�lr rUB1w�RAMlr01
rlErArNrwf
aaGwrMIB'ErIMlON
RRarruaurre
oaEllaelalarlawawln
IETrrIaRRmEDI
fMmRawtiEllNlm
N9mIORbmf
� IEIw®E'.m
Ti1�RraGRa
aflalOaMRFID®A1EIr
Aww►rroasrn
RRrr
faEuatRaLraaaeRFrrla
FEtraasllFRtwa
wRArM J Iaraals
EOIRiI�>IM RM
lMElrEaw�EtiERd
EAMORmIrR
IE�wt�RreG
1S1111=11IEMI
IMr1EMl
mpitimoom =imi7 tniiiiRaa
IE1rCLMAMErL
ERRIrOLIErll4<IM
TRUSS ON FTIA M
eLllaaFRRxoerpr lfa\TaEMatf~
100EfESATrM �MIORmI�
IEeIr®�rsaroe
w1wIlEME1
nmr[
DIwMIELUa
rauwL,EEIUIIUIer I®fIRLlaofa
8WMI MAW C IMPMR1i EV. WAl WF$IfAll) 11/01/2023
NOT TO SCALE RWM-070
lwmx LaW MPIM
IEwlw ummroe
NtiwllaPal
fnRw,Eiltal � MrawlEMl
lurseF.
R06 T1IUSS V/riG1 �I VfQI RYrBL 11/01/2023 R08 ffiM@PffBWMBKWlWk"
1,/o1/2023
NOT TO SCALERWG-090 NOT TO SCALE RYMI-OBO
v.nwm
w
!
r•MMw
rrR �*
S-MIRE
ION
O
\ O
_ -slum
M1Em
!
FF
NMHP FT
WE
H
lmMRw
ru
mFEasaE
NwfRR
1
!
!
tiRRllla®a6rlFa
FaraEs�arfan A
rat
raG
f(ffi
E
wwr
1CIRf/EwLIwFa
O
FaEIlf p
fa6
'WI
f(M.
ML MTRaIa®w
M
LL==CF MEIN lD1 NMI BMK
LmEarosaaRnsasfEELlBwuanrlE
INrMRLE:ILol�raaEtoMlFtooLxomeF�MaorolErinLovEE
•FIEF. f w f it �. f wEMFIaE.Iwf �IEE. f�
MR�
IurErEenoEserfw.wLeawaesfeeaf
m
a Dratral
MwMaI�MEl�wL111A
\ rllfM alEwL
a
�alla�EI�MYL
a fwlrMlwaS1�NORMwa�a
�IEll�awlallL
11/01/2023
RW W-020
1'-14°H M4°-14°
3 4' 3/'r
zz1/r ntrr
OPTIMAL OPTIMAL
221/2' TRUSS OR
0° AW
TRUSS OR Acf OPT RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
(2) SDWC155W (2) SDWC15800 (2) SDWC1 SWO
SoWC15B00
m m m m m m m
OVERHANG OVERFRANO OVERHANG OVERHUINC•
PER PLAN PER PLAN PER PLAN PER PLAN PER PUW
12'-13/1' 3µ'-11H• 3/4'-11/4• tr1'-1' 1PY-1' lf2'-7/S 1/C-"S.
wEw¢mnluL RA REEtrretcalaaEEf wEaamRluEOIA faREfRROMEaBalf wfEElr:taEflFMf
(wlww a nq (YNEmwfll� Q awpYRlq IEata�Erlaralq tNEIENIOEIN1�IfaEBrlltAE
DafLLrf>MWREw71wH MaLrafuEmluEwMRFRRE lML11rIlEtirltlEalD tRfuraalElLrlurEwrrrwFa
FIM7UIf1R IGn M DOUBLE IK PLATE SNWC NLVIMM7
CONTINUOUS CONT. 2X4 (MIN.) w/ STRUCTURAL
STRUCTURAL (2) 1 Od NAILS SHEATHING PER PLAN
SHEATHING. SEE
PUN FOR 21(4 OUTRIGGER AT 24' O.C. REOD AT
ATTACHM� OVERHANGS GREATER THAN 1S.
11. TOENAILS ® (� A35 ®� ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO
S O.C. TRUSS TO HORIZONTAL BRACE, w/ TYP TRUSS CONNECTOR PEA PLAN TRUSS w/ (3)10d
TOP PLATE ONE EA. SIDE TOENAILS
WALL FRAMING ALONG TOP PLATE SHEATHING PER Rµ DROPPED TOP GABLE w/ OUTS
PER PLAN
WOOD 2X1 BLOCgNG ® CONT. yu (MIN.)./ REOD AT 170 MPH OR GREATER
EDGE NAILING
Od
SHEATHING EDGE
(21 1 Od NAILS
w/ (2) 10d W EA.
IN LIEU OF BLOCIONG AND
NG AND
END TO ADJACENT
2X4 LADDER FRAMING AT
EDGE NAIUNC
EDGE
TRUSS WEB
24' O.C. REOD AT
THE GABLE, IT IS
(OR BOTTOM
OVERHANGS UP TO 14.
TO
ACCEPTABLE TO USE
ACCEPTABLE
CHORD NAILING
ATTACH TO TRUSS TOP
'EDGE NAIL SPATO
AS SHOWN)
CHORD w/ 121 tSd NAILS
BOTTOM CHORD OF TRUSS
AT 1S O.C.
TO TRANSFER LOAD.
2X4 BLOCIONG W
GABLE TRUSS w/
TOE -NAIL
SHEATHING EDGE w/
VERTICAL WEBS AS
VERTICAL
EDGE NAIUNG
(2) 10d ® EA. END
NOTED IN THE
SHEATHING
TO ADJACENT STIR)
FRAMING SHEET A A
Ml1C® EEATHM
NAILS
TRUSS NOTES
PERMANENT TRUSS
BRACING PER TRUSS
MANUFACTURER ® 1I-0•
MAX. SPACING
(1) ADDITIONAL FIAT 2X4BLOCKINGWITH BLOCKING
EXTENDING A MIN. OF (3)
TRUSS BAYS PLACED
PERMANENT
(3) 10d NAILS a(31 1 ® _ BRACI
EA. TRUSS CHORD EA. TRUSS CHORD (RESULTING IN S-0' MAX.
NAIL BOTTOM CHORD .. A>•RII�r1RMlrw7a OVERALL BRACING)
OF CABLE TRUSS w/ mrflfRwllrMllllw EOewrlim
as 12&s AT C O.C. •�•aE HDRIZD BLoa3 G BETWEEN
BA OF
A35 n MASONRY OF
tf�'wL�MXRRMERIwlwIE11R FIRST 3 BAYS
SEE PLAN FOR IOMmBR�rE)®R�lE11AImEaL FRAMING TO
AArA IRA p111B01NY) ATTACHMENT OF ALL PERMANENT BRACING
STRUCTURAL SHEATHING. w/ 10d ® C O.C.
toe �E END TRUSS BAAiCNG DETAL
NOT TO SCALE
r1MRti/r®1Eaww®®l40
OafmwlF�,twIIMIOI»yBfaF
trlarlowAvawLlparolro
Y � HwAt•IAMt61or�1as
• 4.
trMMML
�REIrwIFOld
Ntlla>dwrrmr
1mrREw
11a00aE�
I. ULRM n1YR�Emia®iokmn
L QINMwEw1011fTiall
FlBamwlN> Fm(wGBEIMgU a F6 IORIO OM
S
WIN ATTAfi11YBIf DIA" 0wDIIIFrrFeF9 11/01no23 R13 �T=' 'f W FeAR
11/01/2023
RWC110 NOT TO SCALE RWM.13D
BLOCIONG AS REQUIRED
FOR BRACING BY TRUSS
MANUFACTURER.
/
SEE REOUIFED
BRACING PER TRUSS
MANUFACTURER
A
(i.e. BSCI REOMTS)
11/01r"3
RWM-090
OHO Fieldstone
C.O.A-# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349 G
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/06/2024
DATE
1yO1rz023
RWw-030
NO. aov y —_
Q Sw OF *; -
��� •. ��ORIDOa••' �?��
S v
4� � 6acie6=b
��a�Ri�65Tb\SE�B
�Shcf�g-35
B,avEg�•
3 e6.262 Ya�ifi�E o:
4 oF66p2eb
8i•.eALbs6s✓,
Mlchipan
3400 Aubum Rd
Suite 200
Aubum Hills, MI 48326
+1 248.622.4035
Flo1lda
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.Neldstoneae.com
M
F
O
L
Y
O
in
z
,..,I
LU
Lu
{0
cn
w
W
a
U
(7
LU
c�
61w
N
cal
O
L J
DRAWN BY: FAE
VERSION: 5.0
SHEET NAME
DETAILS -
ROOF
SHEET #
S4.11
EXTERIOR WALL SHEATHING
MMMWWEW�)
E
RMLNOEWWI
MIN
01111110
mmon
r
roc
Roc
KNOo
IMM NOEKN
M ROWEMODIMMRK
WINNOW I
t
OF
WEWErWMOo
Its
nWWrWorar
iMIMM
RW MMMoovo-swunii M own Ii4arWlNwlorrfr
RAl
EXIWWAILSIEATM
�)
�
RMENOEWW
MqM
�
rrMMMW
r
roe
trot
KNOW
!k I
fiL7ALrMMW W
RYMIM.IM.
V�tY1� rM
NOL EWN
WU TYPICAL SNEAPW DETAL 11 01/2023 �1GABLE EID SIfAW DETAL 11/OV2023
NOT TO SCALE WGW-010 NOT TO SCALE WG03020
AwrRf wwOm■oA■a■
NEIK"
011101 fletWl
UMriW
A
oMMMM
NOZ
1Wf
<01"
IR
rM
dMMR
IR
NOW
<on
I /R
Will
MWWIWRW
rRWrolaM■a•MooWIloWer
min
UMMWO WrMm 1101111
rW
MW
<tMIM
Iq
Dlirl}MMifHRlfll
0
<tMtw
OR
rMrplEtMlNftoNOMIWwSI
-
v
<rlrM
OR
=r11EMlsll6xr>Bl
Mr
a
21W NIMIMRI000
TI.I■O STD Ifm OOPF1G nTo
�RWI�
� 1oalMiO°�r■10wueWoiWta�alvlWrmlWulamrWa®
rNOUWgrFRAEtW�racloelWr
EDF1EwLR■1QIU0■D�ol■
moeoRRle
111MIWmWmfoE■W1EMt
oWrmoRaltr.
1010010
WOO
WIN"
IN
NOi
WWr
9101
4R
Will
<IMMM
1R
WMi
<MWM
OR
rM
RAW
Door
In
WWIN
<WIN
/R
WOWLa
<tMw
OR
Nowo a•
•IRlA1WfIADIWMMW MMraRuww
WIN
MRWWWW NRIWWUTW.
ALT. HEW CNOIIBATIM
plrilW WMMMMEaWrMwM■NOtoWoarWWo1
■■EfARAE 1WIIA6AMWCd167arWWIoOWI
co WAKENWRAE W.RW tWWIF M■li IMIMW <RW tarEWMWI W _
WMMOMMrMWIrWWr amewoomII typ rMMRWa1tAMMIrTW/MfRWMW t= IEa�MMl�oclxalMW�irlrreoMrr
:RMWxLLrRT.rL11AE tF2MMI
REWL<r1IEMWfMaWl4 RMW�MMIr II1! tF2MR
arWEMOW &flat E611N WWMMODr Mill'" WR WRW A1RW rp�IWRAiRW7wMR
aAse RAMMWrRAEWWffam tWM AMRAI � AMa�I■R w AI MMINI i
sanwasn" I dodo a�WW. ostunRMRW ArONO11aWMaW� Raw7AtMfEtEl
■A ..:
ItaMte
WToaRI■aEWa■raWWwW rWWrRWIWMW
O �tiWMW NaMlaAiMMiMWAMMA O' a MEAMMRMRW a P� a O1UAMRAK
■M■11
fdIMILW■ ■■LMLTEfrWle•<!1R•MMMMOWMIS ■ ■ Wt II1t'OerrWWEAOWtIWIiNZIN
RW N�PKKWQFKNqa A„PMKaFt� tWIWRAErr7WMl ` NORM 4 �rRWoiNo70GMMWrtfr WW 100WRIRO>11RAMPWR
�� WMItIMrLLWIM I AM'DMWmmi 0��/�•��p���l/� ,,,E.,��1 f a' �' �M
W BEAM VKL Y# LRFT o 11/0112M �1aAA/ BEAM WAU W/o LI alf l 11/01/2023 �1FRAI VKL ON WISON11f WALL t t OM= �1TYPII'iAL YMDOW ATTACNIIB� WTAL 11/01/2023 TYPR'iAL D00R ATTACFM@(M AL 11/0112023
E�—
OTTOSCALE NNINUMORFMn W;w-105 �•�� W�;lll tt1 NOTTOSCALE %;;;1121 Yt1~ r W;;e1<0 ••�� WGWI50
BUMMUL
rruNOlWrrRiaW1
MEMr�rot
_ - �- iMtaIlWAxoWtltalrr.f
L'ilW WrfrfilllMMrr
MralrlfoelMMrfOFSAI
} WtataA�orrrrrrtrW
1��1lOerlW1W1
IWIWI
rMMW
MWMMRMRW
■WWfroe
3180RMWBI0 OWN
MLL
MMWIR1 m"
MMIMI MOWQe
NODWDRAWr
IMRM w0voe
SIONSWe
010=11rrW0RAI
- CAURMIIIFEMM71 711&2021
ry 10 ... ..-..
NOT TO SCALE WGW-180
—OR
110111OrMLL
vrMlW DO
01010WIWE OMEWwLprJE.ur
WNOIWIWrrMaMat • -'' : oW
MmMiIWa MiWMOrWIWrtMWoIWMOWQ�q
' rrsMOW1NO■ecMM
MWRMRN ilT
If
FawNOMarEloaaNOW.W I ll""
AWicaLMOD
!M
=110MIRW
AWMR1MWlW
W.MLLRMNM
WIOWWHFOGW■!®I
Wuliflu tow
KULRWIAI
At11WIWWs
an
RMINICNORMIMr
DRW1WOWMaM
MWB,MMrLL
rtOWN11111MLL
im
Mxa®WML -
URRMFIMMIM
�. la M'B®rorMMWARMMMW O O -. , R.IairWOr4 � WWCfrWIrB
WRrMWWRWIooESU
IWI
TYPICAL GARAGE DOOR ATTACHMENT 11/01/2023 ATYPICAL CM1 DETAIL 11/01/2023 TYPICAL RBrfOfiC® FILL® CELL DETAIL 11/01/2023 M. WAIL COME{�TION TD EXT. WAIL 2128/2022
W76 NOT TO SCALE WGa41e0 •.�/ WGA4182 W19 NOT TO SCALE WGM 190 1 — WGW-1B1
,NOUWrsMm raIWUNOtMD
lML
AWWMDWE WMiA DINNIF
} WIMAWAMrM
PEOWU MERIWMM
am
w2s 90 DECK CRNR DETALV COLUMN EEL 2/28/2 22
NOT TO SCALE A;; A 250
AMMMWDE.Mra
RUDOMNERAI
AMWMDtMDW
hr=00FRALMD
Wd
O%O Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/06/2024
DATE
i
No.
4-
OF !V�
NAL,�
4 e
3�`?e2o�os6 Ea
�SEd`•3?tie@�Ss
85`a Eosfi:i%
Mkhlpan
3400 Aubum Rd
Suite 200
Aubum Hills, MI 48326
+1 248.622.4035
Florida
129M Tampa Oaks BNd.
Suite ISO
Tampa, FL 33637
+1 813.466.3310
www.fieldstormae.com
M
r
L J
DRAWN BY: I FAE
VERSION: u0
SHEET NAME
DETAILS -
WALL
SHEET Er
S4.2�
tMEtILaRIiMRa11M,MM�r E1IaMAiA imwa e1Ra tREEMLIERKa[tRMrQMIMJ EMalataBalaiAl.IBfM
oerE*raraeM4 RKIMMINKR,aE102 6E1M1 RKaR1aMIRaa�
-IarrEEILMLrElAvalrlMa•1I tREEML1ERKONLAO E R/EaMM,AEIMIRIMM,EM R1lM1MA1
Rr1� r1lEwai,rm
� NEMYMMAE>MMM
,Ma
RR.EMM ral,faGtaLLaAr111 aM aval ivaMrlltr
RaIMMMW�11EM1 AEtM1 auA.wLAplraO) YMMatMlts®vow
qm4m;
1 Ri11I - - Man o is REIMEMIa I aMMAA POMIM MBMILEMMAjgWnaIM , •■ M IDSULMPILWV4
EERaM E tKat1rr1111mC0 r � ,Aaom RMLOK R1110110M 11aAE.Ellaa�lMMMMM RW
mwRom1M ig0pL10ANAMWAOT &MEWlaaKa1 bRat LM4�M,MEMf. rAE,M.�Ra1>MMMaIM MAIMM MRAQW&RAErIP1111MM M<ffot III 1POOMLIMM,ELMf. arm: awn RAM/yip y����yRa1MIMMObMfMMMME RaIaMMM,AaOMfMMEa� GKOMaRMTIIUSS M WSM WNL 11/01/2023 L02 F1AOR TRUSS M ElY71AAlI UL 11/01/2023 11�aE1A,goolomm
a1M
LTM-010 LTh4020
1MIMM RRMIffI01-M OF 0 Man" A1'OIaMERaMlMf1E
taEMlaRiMEEM MM tMEMLaR>iMtiRR MMIf.WMRI EiSEa7�lEM•f.Elf
RI EMIREaIOpatMM rIrLEAE M EMMM MRI
IMINKSMMaM OS YaaIMMdEOpaMIMI falE14MM,E[Mf. Ea,AMMRAMMa/a6 fMIM4MaM,Etai. AtlMerwjru M aIaMMM tMlMtaaMatMMr
�1alaMIM,AaDB1E 1MIIRaaaMaO1 liA1��11MMIAEtM,aaA MM PERM IRTA EL,AMA1
RKar1 IRaadMl [rlM1IMEE RMMMM�r= rMM IMM,EE.M .. Aa1MAaAMMefOG
HEREEa[a/aOarMEMrAIY(taI tEMMMl01
tREEMIMM,aA.t ED,AEME1a9EE MOrEEMIMM, REEMLMM
RAErINrMgrol: �� "�
amweva ewsaL MREaMIMA.d.afMMEi MKEtM�AmmowimMRL 'lot
MMEaMIM{AfA1Bf w*RAE/ W"M ■EMMMaa11 MIIMEeAla.wrMMl
MIBMM MM
Feweenim
Ra1IGMIMf RaaaMMMM
LI1EaatMs�rac FLOOR TO MAS M WAIL @ LOW ROOF 2/2a2022 ey—SCALE
10_OR TO I�IASONiY WN.I @ LOW ROOF 2rze/2022 a—SCALE
FLOOR TO MIISONiY WALL @LOW ROOF
AEa1
JNOT TO SCALE LTM-110 LTM 120 LTM-130
aM1M
1MIEIEM, / � R6MAlIAEEIEMIf.MEa
J MIaMMs.Mn
aM1aaMM
■EMLaE1M
r,M
1oaa:t#LaMMEEL1AlAMMF,a
KOM11L wRtOQMid1
EEIAERIM
aM1MR1M MEOREEMtM/MIF.
MaROMMI aM
MM
ER
IIIREMEAIEMLaMMMaEAII
EAaAM W E�EEiAat1[1MMA
e)y2747M.0OMECIION AT BEAM ena 2022 )2-RORYCOMEMMATBFJWWILOWROOF 5 1azozz
��0 a .....
LO.O-180 NOT TO SCALE LOO-184
tREEMLMM
asMI/M MOMRIN oxen
MEaEM WEEILp71E11EMAEEr
ALM
tIrIERAEMM
taaMl�ErIMMMI
EEI
IEaE®1METR#
M
fdyM4MDM,MEMf.Ra
RI &MEM STIRS TO BW BEAM DUAL =612022
LGM-280
u0% Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/06/2024
DATE
`0III11111Ill.,
Sloe S-.
e Sa.l 7k4�En.
�A•Y4SP16'�S'o8
E oSSY Sa8�1fi fi�'
s;els�s aasp
3Ri�ogabfi$€�L
B See ea�fi?fi%
Michigan
3400 Aubum Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www heldstoneae.com
M
H
O
I
YZZ
O
a
A
z
W
A CO)
U
cr
w
x
�
�
a
0
♦ i DRAWN BY: FAE
i
No. 860 VERSION: 5.0
SHEET NAME
DETAILS -
4f
STATE F FLOOR
���-ORIDO'. '?�� SHEETS
S4.3
J
MuM
sEi<l.nwillmloEEIf. 10•El
WOME 1 7
B hark iwalo 1 112' El
EttlapaasllEtlai afaErrwaE.liwwnEm! arrasDFfuFE IMUM R
EDtiMMlf1E�1lE'. � Esi.� tiAta'd
MONLMMM NW11MLME! iMtilEEEIEf �' 3/4' - 1 tM' WIM "MaraD1MLEFESEp1NME.
IIMMM MLMM lsVINU UM �AIt
pwsualI In IaE1fI!!M asu PLAT
EWfY MVL EWEIIN IEIMUNIM IM Eaff!
am FAMP11P EE VIK
IE4mN1m p�pfpd
t EYA11110E<Ef t lEA1�E!!1
�1°.E NlEtfooFasEt f11QEEasEE EIRIaEiIER Sto TYPIi�iAISTARDETAIS 11/121202,
p1E9.9.) plER1.BJIESEEEDD61�lEADf NOT TO SCALE
NO
WSG lot
LL&AAAAAAAA
tiEM'p 1lEEIi
IEL4Baf tlQ.El�
pE o MMMWIMMMM �TpppF� IIOa�ER111N1
EEF. q�1El� T F OOR
FE>1RIaElflML _ MMM
aElfl'fRG
RIfm rloaaFasfasa�EeaElra
M@MWMRA1 IaaRE
MRAI EIIL7El F1ppEf. II.rIGR1l 1ME
RElUd IEDI PtIMMMIL IiaH tviswBA
MRIN WINE MIR M MMXF EOn1�EfA
WIM
ELMMI
al .114 (a.,
ma t�D�9 � \ I IX STM �AU 22e/2M
JILMWM wsG to3
fylp DQ9i0Il Ni8il0ll Nr>auoli WMWMRal YMOURFE �' �EEEIQEfI En-1 AblMt falls{laE�RIL Wall WON
A!!a (loin
RElEEi EEEMCIIgEE WELA:YfE1awUMMUNEW IN
IIEIN�9EEEID 11A.I�ffC.E�EEtgf
@EDMail
Wall
�11If1AI no w4L swIM1:II 7/16/2021 ��IIfR1f1L � 171VI11WALSE7/IM1 7/1612021
1. WSM-o,0 WSLI-020
NOWFULKAMM
EEW.E!!p
tEIE!
V.Ar FIN. EL
�. IEEECIREIEAIIREIU
( laOilf4llEEn
�111PRR 29 Vf11 ffALE M\ 11/01IM3
JVYn r
w 041
Illi'IT Tit1 �k;f. Ll
OHO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/06/2024
DATE
11/122021
WSG-105
!. 4 -
WN 8TA OF
01 Ric
AU
� ISiD S:e
o2s 4 0.
� •YPall•2 €-08
B eltd�g;Y 121,
. jt:s�•
SY�€°;3€`°Fs;st�
@Ec&t;l'�$g=
BL�e ?��fie4i's
Mbhipan
3400 Auburn Rd
Suite 200
ALd>urn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks BNd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.Ne/dstorme.cot"
1-
M
C)
ZYZ
O
0
z
z
>
w
O
W
cc
U
�
Cq
�
a
N
O
F
1
J
DRAWN BY: FAE
VERSION: 5.0
SHEET NAME
DETAILS -
FLOOR
SHEETS
S4.3.1_
PRECAST LINTEL GRAVITY LOAD TABLE v4.21
LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS:
CAST-CRETE, LOTTS CONCRETE, QUAUTVPRECASTCO.
MAXIMUM LOAD (PLF)
APPROX.
UNTELLENGTH
MAX,CLEAR
OPENING
TYPEA
B"LINTEL
8"TYPEB
B"TYPEC
12`TYPEB
I2"TYPEC
14"TYPES••
14"TYPE["
16"TYPES
16"TYPEC
20"TYPES
20"TYPEC
24"TYPEB
24"TYPEC
28"TYPEB
26"TYPEC
32'TYPES
3TTYPEC
210'
1' 6"
2231
3069
3719
3280
5163
6637
SC54
9502
100DD
3069
4605
5206
6ll3
7547
8974
10000
iDODD
T IS'
2 2"
2231
3069
3719
3280
5163
6607
8054
9502
10000
3069
4605
5206
6ll3
7547
8974
WOOD
10000
4-1-
7 8"
1783
256.
2751
328D
3820
4890
5961
7034
8107
2561
4605
5206
6ll3
7547 1
8974
10003 1
10DD0
4'6"
3'2"
1343
1969
2110
2992
2931
3756 1
4576
5400
6224
1969
4375
5206
6113
7019
8672
10000
100D0
IV 8"
3' 4"
1217
1349
1438
1716
1999
2560
3132
3686
4249
1349
31090
4567
5365
4766
5817
7074
8203
5'4"
4'0"
1006
1349
1438
1716
1999
256C
3132
3686
4649
1349
3090
4567
5365
4766
5817
7074
8203
S 1T
IV 6"
960
1105
1173
160C
1631
2090
2549
3009
3470
1205
2622
4242
4360
3942
4889
5917
6662
6- 1"
62"
710
1232
2177
3738
3480
3031
3707
4363
1 5061
1232
1 2177
2738
1 3480
5381
1 8360
8625
759D
7'6"
6 2"
570
99`
1729
2108
2632
22C5
2698
3191
3685
991
1729
210E
2632
3998
5661
4742
55M
8' 4"
70,
488
699
1160
1516
1626
2564
3486
2818
3302
699
1245
1516
1843
2564
3486
2 664
3397
9'4"
90"
416
699
1I60
N/A
1625
2564
3486
2818
3302
699
1245
N/A
1843
2564
3486
2.
3397
]0' 6'
g 2"
354
535
89C
N/A
1247
093
2777
2163
2536
535
1054
N/A
1533
2D93
2781
2259
2615
ll'4"
lop
315
567
890INA
1366
1846
M23
3127
4006
567
9451366
1946
2423
3127
4006
12'0"
108"
292
525
8731254
1684
2193
2805
3552
525
873
1254
1684
2193
2805
3552
1. 1.
11'2"
277
471
7551075
1428
1838
2316
2883
471
755
1075
1428
1838
2326
28M
13' 4"
37 0"
255
471
755
1075
1428
1838
2316
2535
471
755
1075
1428
1838
2316
2883
14'T
128"
239
424
706
N/A
IOD2
1326
1697
2127
2278
424
1 706
N/A
1002
1328
1 1697
2127
2630
1419'
13'4"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
783E
MIA
1234E
1421E
1779E
218E
2662E
1.1.
14'O"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
710E
N/A
1160E
1331E
1660E
2032E
2459E
17'4"
16'0"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
S48'
N/A
952E
1117E
1379E
1671E
1997E
19'4"
180"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NIA
420E
N/A
750E
960E
1177E
1 1415E
1676E
20,(r
188"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
I N/A
N/A
N/A
340E
N/A
598E
845•
1134E
1345E
1468E
Z4'0'
278"
N/A
N/A
N/A
N/A
N/A
N A
N/A
N/A
N/A
N A
250E
N/A
450E
650E
'860
]090"
1220E
c>I Rrvcu --4 sure nc�n> Arunlco
Type 4= llnfMed no Reba; Type 8=Continuous Gout, Steel perPlan in Bond Beam Only; Type C=Continous Gmut,Steel per plan in Bond
Beam & Lintel
LEGEND
❑ 8x8 FILLED CELL W/ (1) - #5 REBAR
- - -
■) 8x8 FILLED CELL W/ (1) - #7 REBAR``''`'
❑O 8x8 FILLED CELL W/ NO REBAR REOD
� 45" CMU -FILL CELLS W/ #5 REBAR
1-12 FILLED CELL W/ #4 REBAR
(IN WALL)
12xl2 FILLED CELL W/ #4 REBAR
(IN COLUMN)
liil-ELEV ELEVATION INDICATOR
DETAIL INDICATOR
81t
HDR SIZE LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
BRACED WALL LINE
BEAMS
HEADER - WIDTH TO MATCH WALL
GIRDERS
PLUMBING WALLS (FOR REFERENCE)
BEARING/SHEAR WALLS (FOR REFERENCE)
ROOF BLOCKING
BALLOON FRAMED
WALLSIHIGHER BEARING WALLS
CONCRETE TIE BEAMS
PLUMBING PENETRATION FOR
FRAMING LAYOUT
FASTENERS
ALLOWABLE LOADS
CONNECTOR
CITY
TYRE
GRAVITY
Ibs 1.0
UPLIFT awilp 1.6
LATERAL
lips) 1.6
META16
8
0.148"Kl-1/2"
--
1450
F1:340
F2:770
HETA16
9
0.148"xl-1/2"
-
181D
FIE 340
F2:770
(2) META16 l
30
0.148"xi-1/2"
--
1875
F1:68D
F2:770
(2)META16
34
0.162"x3-1/2"
--
1795
11:1285
F2: 10SO
(2) HETA16
1-01V
10
I
0.148"xl-1/2"
--
1920
F1:680
F2 : 770
(2) HETA16
2- or 3-
12
0.162"x3-1/2"
--
2365
F1 :1350
F2 :1430
HSTMI16
8
0.148"x1- 2"
--
1310
F1:120
F2 : 90
4
3 4'kl-3 4" CONIC SCREW
LGUM2®-2
6
3 8" x4' TITEN HD
8250
2435
6
1 4"x 2 3 2" SDS SCREW
MSTC28
36
0.148"x314"
3460
MTS11
14
D.148"x1- 2"
990
(21 MT512
28
0.148"xl-1 2"
1980
MTS16
14
0.148"xl-1 2"
990
HU210-2
18
1 4" x 2 3 4" CONC SCREW
3SD0
1800
10
0.149"x 3"
14TS16
32
0.348"x1-1 2"
2.990
2 HT
16
0.148"xl-1 2"
1310
KTS20
24
0.148"xl-1 2'
1310
LSTA12
10
0.148"x2.2 "
925
LSTA18
14
0.148"x2-3 2"
1235
LSTA30
22
0.148"x2-1 2"
1640
MSTA24
19
0.148"X212"
164D
2 MSTA24
36
0.148" X 21 2"
3,2BO
MSTA36
26
0.148'X212"
2,050
2 MSTA36
52
1 D.148" X 2 1 2"
400
MSTA30
22
1 0148"x2-1 2"
2D50
MSTC28
0.148"x 314"
1460
MSTC52
0.148"X3-1 4"
4735
MSTAM24
0.148"X 3"
--
1A25
--
14"X214"
MSTAM36
r26
0.148" X 3"
3,870
--
14"X214"
(2) MSTA A36
0148"X 3"
4"X214"MSTCM40
3740
14-x2-14"CONC SCREW
--
28M
--
14
0.148"x3-1 4"
MGT
22
0.148"x3"
-.
3965
F1:775
F2:525
1
5 "ATR
HGT-3
16
0.148"x3"
--
10,790
--
2
3 4" ATR
VGTR orL
1
5 "ATR
_
2225
F1:650
F2: 630
16
1 4'Y3" SOS
VGTR/L
2
5 "ATR
_
5545
F1:650
F2: 630
32
1 4"x3" SDS
VGT
3
5 "ATR
_
4940
F3: 1185
F2: 590
16
7 4-x3"SIDS
(2) VGT
2
5/8-ATR
_
7185-211y 88
F3: 3185
F2: 590
32
1 4'k3" SOS
DT72Z
I
8
1/2"ATR
114 "x3" SOSI
_
1825-2x4 min
214542 2x4 min
HT74
1
5/8"ATR
-_
36W
--
18
0.148"x3-12"
HITS
1
5 "ATR
--
467D
--
26
D.1d8"x3"
HTT5KT
1
5 8"ATR
--
5445
-_
26
SO 810x2-1 "
ABU44Z
1
5/8- ATR
7570
1900
--
12
0.162"x3- 2"
ABU66Z
1
5/8" ATR
18205
2475
--
12
0.162"x3-1"
H2.5A
10
0.131"x2-1/2"
--
565
FI:110
F2: 110
HIOA
18
0.148"xl-1/2"
--
134D
F1:565
F2 : 28S
HIOA-2
18
0.148"xl-In"
__
10fl0
F1:0
F2:26680
HUC48
14
1/4"x2-3/4"CONC SCREW
3500
1135
--
6
0.14SN3"
HUC414
24
1/4"x2-3/4" CONC SCREW
5085
2015
--
12
0.148x3"
LUS26
4
0A48'X3"
86S
1165
SPH4
12
0.148"xl-1/2"
_
Side; 640
Center: 1280
.-
DTC clips
4
3/16k2-3/4" CONC SCREW
Fi, 85
F2: 135
2
0.131"x2-1/2"
A35
12
0.131"x1-1/2"
_-
_
F1:650
F2: 670E
SDWC15600
I
SDWC15600
--
615
F1:130
F2:225
SDWCIS450
I
SDWC15450
295
F2: I50
HTU26
20
0.162"x3-1/2"
3200
1250
--
14
0.14SN3"
LGU3.63-SDS
16
14"%2 2"
6,720
5,555
--
12
14"X212"
HDUS-SDS25
1
7/8"ATR
7,870
--
20
1 4" X 21 2" SDS
HDUll-SDS2.5
1
2 ATR
--
11.175
--
30
4"X 212"SOS
THD26
20
0.162"x 3"
2940
3240
20
0.148' x 1 2"
THD28-2
28
0.162" x 3"
4310
4860
--
16
0.148" x 3"
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECT/ARCHITECTURAL
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NITS
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
READ
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRD
GRADE
SC
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALLBOARD
SHTG
SHEATHING
CONIC
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
140 WINDSPEED CHARTS
140 MPH 2O23
FL - C & C Pressures ASD
wedi-Wind A-
GebleFloor C one ens
Hip Roolcnmpment.
W.11C m nems
Zane 1
Zone 2
Zane 3
Zone 1
Zone Z
Zone 3
Zane 4
Z- 5
A> 10050FT(Glyders)
17.1
-353
".1-427
17.1
-49.0
10.8
-30.3
14.8
-365
1 14.8
-365
31.1
-34.1
31.1
-38.0
A<SOSQFT Wlndows
19.2
-40.4
19.2
-%9
19.2
-63.9
117
-36.0
1&7
1 -32.7
18.
1 -419
32.7
-35.9
32.7
-413
A<10SOFT (Fast-,$)
20.2
-52.0
1 20.2
-83.1
20.2
-96.6
27.3
-49.0
273
-67,5
27.3
-67.5
365
-39.7
36.5
-49.0
Components and Cladding Pressures IASD) - 2023 R.
Positive Ne alive
Width HeiRM Effective Pressure Pressure
Desalligon I= Ifs) fftl Are afft2l LMfl Win
16070 OHGD
16
7
112
30.8
-30.4
3068
w/3010 TR
ENDS
3
8
24.0
34.6
-45.1
3068
w 3010 TR
4
3
8
200
34.6
-37.7
3080 DOOR
ENDS
3
8
24.0
34.6
-45.1
25SH
4
3
5.25
15.8
35.6
-38.7
6D6BSGD
4
6
6.67
40.0
33.4
-36.6
2868 DOOR
4
Z67
667
17.8
35.3
-38.3
30505H
4
3
5
15.0
35.7
1 -3&8
3050SH
ENDS
3
5
15.0
357
1 -47.3
20WSH
ENDS
I
1 4
8.0
365
-49.0
608OSGD
4
6
1 8
4&0
32.6
1 -360
DESM PRESSURES SHOWN ARE MINIMUM ALLOWABLE
VALUES VALUES ARE 10 BE INCREASED AS
REQUIRED BY MORE STMNGENI LOCAL REQUIREMENTS
O0O Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING-
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
05/03/2024
DATE
Esam4Qoo
s �tXo Eo
�o =e ee5so "E
0 0 € 45 s
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
M
O
Y
1
rN�
V
Z
O
Q
Q
A
Z
W04
Con
w
w
U
CC
ELI
cD
Cr
�.
�
N
OM
04
F-
7
L J
DRAWN BY: FAE
VERSION: 5"0
SHEET NAME
REFERENCE
CHARTS
SHEET #
S5.1
CATEGORY / SUB -CATEGORY
MANUFACTURER
PRODUCT DESC.
LIMITATION OF USE
FL BLDG CODE #
Exp Date
1. EXTERIOR DOORS
ASSEMBLIES
B. SECTIONAL
Clopay
Sectional Garage Door Up To 9'2" Wide
16' Wide Wind Code W5
FL # 15504-R7
12/31/2038
to 167 Wide 8' Tall.
Door; Up to 9' Wide
WindCode W5 Door
C. SLIDING
MI Windows and
Sliding Glass Door
Series 420 Aluminum
FL # 15332-R6
12/3112024
Doors
SGD Reinforced
D. SWINGING
Therma-Tru
Fiberglass door units
6'8 Impact Opaque
FL # 13459-R6
12/31/2026
Fiberglass single door
D. SWINGING
Therma-Tru
Full lite double door
6'8 Impact Opaque
FL # 20461.R8
12/31/2026
Fiberglass double door
D. SWINGING
Therma-Tru
Full IRe double door
8'0 Impact Opaque
FL # 20461.14
12/3112026
Fiberglass single door
2. WINDOWS
F. SINGLE -HUNG (VINYL)
M/I
Single Hung Window
Front Elevation, Sides
FL # 17894.1
5/02/2026
and rear non -impact
H. FIXED (VINYL)
M/I
Vinyl Fixed Glass
Front Elevation, Sides
FL #18644.1
4/30/2026
and rear non -impact
F. SINGLE -HUNG (VINYL)
Silverline
Single Hung Window
Front Elevation, Sides
FL # 19715
7/23/2031
and rear non -impact
SHUTTERS
Astroguard
Impact Protective System
FL # 15208
A. SIDING
JamesHardie
HardiePlank Lap Siding, Cemplank Lap
Exterior siding
FL # 13192-R8
3/31/2026
JamesHardie
HardiePanel Siding, Cempanel Siding
Exterior siding
FL # 13223-R8
12/31/2026
B. SIDING
B. SOFFITS
Ply Gem
Mastic Vinyl and Aluminum Soffit
Soffit
FL # 32502.1
12/31/2026
B. SOFFITS
Ply Gem
Mastic Vinyl, Aluminum, and Plastic
Fascia
FL # 32869.1
12/31/2026
4. ROOFING PRODUCTS
G. ASPHALT SHINGLES
Certainteed
Landmark Archtiectural 30 yr
Roofing
FL # 5444-.19
08/08/2025
M. UNDERLAYMENTS
Rhino Roofing
Underlayment
Synthetic Roofing Underlayment
Underlayment
FL # 15216-Rl3
12/3112024
mO10 MM DE�4LQt9if
rnr N DAer'DRGOM Oe
REMiTIAI
ecru CO:I C MO e"E
rti ' EBMWW IE owierRlereu
I'BM -E4 DO Nof
oO erEcnc Mir MeleW
e1RC
BETA
ro ec r MC er
aeR 'D e
omosrMc. Ea.
oRBirmoy EffJ Rn
r1ldE TW DRAe M♦D nE
NMOO�rEDc 3VAU a oRMuue ewu ei¢
R9Y ori0i MO Z TO rC 7a—c;. TOI �T
L L
awu neorCRD �o un�
AS&M l.Mom
Aeei,ltr IRerpnELm
TO M1 REOor
LacM. ewnm oaR0 cWL6 uie ATC
coxr urw eurE dnwr.
cooEe
GJ o
0 Zm
w�Q
o4
ff=
Q �o°
oQ o
x �0a
i�
Q m
nea�drt aYni®
REV80ns
0
cc
O
L
Q
Q
Q
U
0
L
^
L.L
wxn ae
� vrapv��
Vr.ropoq
aHrnVE
COVER SRFET
LH11
P
O� emq
31(,Cc5 Oos� UAL
wN NB Duebpn.zA' i� �Lc
6fI} stoA-7 syft
Trotker5 croszi��
`r