HomeMy WebLinkAbout37764 Dusty Saddle Ln370�Roosevelt CMU
GaraLye RiLyht - Elevation J
SHEETINDEX
NUMBER:
5PEE7 N.4"E:
NUI-15ER:
6;-�EE7 NAME:
CS-
COVER 6PEET
05 3
SQUARE FOOTAGE CALCULATIONS
A-32
MISC DETAILS
F-110
FOUNDATION - SLAB PLAN
A-33
MISC DETAILS
A-3.4
MI5C DETAILS
4 - 1.0
FIRST FLOOR PLAN
A-2 . 0
SECOND FLOOR PLAN
A-3.20
FRONT/REAR ELEVATIONS J/ROOF PLAN
A-321
SIDE ELEVATION$ J
4-4.0
BUILDING SECTIONS
E-1.0
ELECTRICAL PLANS - FIRST 4 SECOND FLOOR
P-0.1
PLUMBING RISER DIAGRAM
ENERGY REQUIREMENT 5GWEE)ULE
EXTERIOR WALLS FR�WE)
R.13
EXTERIOR WALLS (BLOrK)
4.1 FOIL
ATTIC rEILIW.
R-30
GENERAL NOTE5
THE STANDARD GENERAL 5PIEVIFICATION5 FOR AMERICAN HOMES 4 PENT 4 AMH
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE
WINDOW INSTALLATION,
PLANS�
1. WINDOWS SHALL BE INSTALLED AND FLA--44ED IN ACCORDANCE WITH THE
MANUFACTURER'. WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
3. DUCTS IN THE GARAGE AND DUCTS PENETRATINGS THE WALLS OR CEILINGS
THESE PLANS HAVE BEEN DESIGNED TO MEET TWE REQUIREMENTS OF-
INSTRUCTIONS 5HALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
SEPARATIW. THE DWELLING FROM THE GARAGE SWALL BE CONSTRUCTED OF A MIN,
2023 FLORIDA BUILDING CODE, RESIDENTIAL, 5TW EDITION
-26 GAUGE (0.45 -) SWEET STEEL OR OTWER APPROVED MATERIAL AND SHALL
OCCUPANCY; SINGLE FAMILY RE&IDENTAL
FLOOD ZCLNE FEQLRQ�T
HAVE NO OPENINGS INTO TWE GARAGE.
1. PLAN MEET$ OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
I ON,
H
4. -OLND TONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
AAEOVE
1. I�E BE SEPARATED FROM THE RE51DENCE AND ITS ATTIC AREA
BATH AREAS.
IN STALLED THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE
BY NOT LESS THAN 1/2 INCH (121 �.) GYPSUM BOARD APPLIED TO THE GARAGE
1. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE
MANUrACTURER'S INSTALLATION INSTRUCTIONS.
SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
DETAILS.
HABITABLE ROOMS ABOVE BY N07 LE55 THAN 5/8 INCH (15S -) TYPE "X" GYPSUM
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE
BOARD OR EQUIVALENT. UjWIERE= TWE SEPARATION 16 A FLOOR -CEILING ASSEMBLY,
KITCHENS,
PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
TWE STRUCTURE SUPPORTING THE SEPARATION 5WALL AL50 BE PROTECTED BY N07
1. INSTALL 2X& BLOCKING AT SS" AFF, ON CENTER FOR UPPER CABINET
COMPONENT WILL Or -CUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
LESS THAN 112 INCH (121 ..) GYPSUM 50ARD OR EQUIVALENT.
INSTALLATION.
PIPING SYSTEM- THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS Or SECTIONS M14113.
EXTERIOR FINISHES,
AREAS:
THICKNESS OF TEXTURED FIN15H OVER FRAME APPLICATION SHALL BE PER THE
T "14R
BER-CEMENT, OR GLA55 MAT GYPSUM BOARD (NO GREEN BOARD
EXHAUST FANS AND VENTING;
CURRENT APPROVED BUILDING CODE AND A67M CS26. IN57ALLATION OF EXTERIOR
ALLOWED) IN COMPLIANCE WITH ASTM C1258, C1325, OR C1118 AND INSTALLED WITH -5
1. OUTDOOR DISCIHARSE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
LATWING AND FRAMING APPLICATION REQUIREMENTS TO BE PER TWE CURRENT
. 1-1/14" DA6GERZ PHILIPS WAFER WEAD CEMENT 150ARD SELF DRILL 5CREW5 W/
SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED
APPROVED BUILDING CODE AND A5TM C O(�3,
COATING SWALL BE USED 46 BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS,
INTO AN ATTIC, 5OFFIT, RIDGE VENT OR CRAWL SPACE.
AND WALL PANELS IN SHOWER AREAS.
EGRESS,
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE
1. EACH BEDROOM MUST WAVE ONE WINDOW TWAT COMPLIES WITH EGRESS CODES. IF
TREATMENT:
Rr=C:lRr-ULATED WITWIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SWALL BE
THERE IS NO ACCESS TO EXTERIOR TWROUGW A DOOR. THE WINDOW MUST WAVE A
T! PROTECTION SWALL BE PROVIDED BY REGISTERED TERMITICIDEES,
rXWAU5TED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM 5ATWROOMS` AND
MAXIMUM OPENING WEIGHT OF: 44" ABOVE FIN15H FLOOR LINE OF TWAT PARTICULAR
INCLUDING SOIL APPLIED PESTICIDES, BAITIW. SYSTEMS, AND PESTICIDES APPLIED
TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE. OR OTWER
ROOM.
70 WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
AREAS INSIDE THE BUILDING.
USE AS A PREVENTATIVE TREATMENT TO NEW CON15TRVCTION. UPON COMPLETION OF
2. IN DWELLING UNITS W14ERE THE OPENING OF AN OPERABLE WINDOW 16 LOCATED
THE APPLICATION Or THE TERMITE PROTECTIVE TREATMI A CERTIFICATE OF
3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
MORE TWAIN 12 INC14ES ABOVE THE FINISHED GRADE OR SURFACE BELOW, 7WE
COMPLIANCE SWALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
DETERMINED BY ONE OF THE METWO08 SPECIFIED IN SECTIONS 111502.45.1 TWROU6514
LOWEST PART OF TWE CLEAR OPENING Or THE WINDOW SHALL BE A MINIMUM Or 24
PEST CONTROL COMPANY TWAT CONTAINS THE FOLLOWING STATEMENT: "THE
M1502,45.3. TL4r MAXIMUM LENGTH OF: THE EXHAUST DU -T SHALL BE 35 FEET FROM
r
INCWES ABOVE THE FIN15HED FLOOR. OPERABLE SECTIONS OF WINDOU-6 SHALL NOT
EUILDING HAS RECEIVED A COMPLE'TE TREATMENT FOR THE PREVENTION OF
THE CONNECTION TO 7WE 7RANSITION DUCT FROM THE DRYER TO THE OUTLET
PERMIT OPENINGS TWAT ALLOW PASSAGE OF A 4'' 5PWIERE LL44ERE SUCH OPENINGS
SUBTERRANEAN TERMITE$. TREATMENT 16 IN ACCORDANCE UJITH Ri AND LAWS
TERMINAL. THE MAXIMUM LENGTH Or THE DUCT SWALL BE REDUCED 2.5 FEET (162
ARE LOCATED WITHIN 24 INCHES Or THE FINISHED FLOOR PER 7WE CURRENT
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
FOR EACH 45 DEGREE (01S RAD) BEND AND 5 FEET (IS24 -) FOR EACH SO
APPROVED BUILDING CODE.
SERVICES."
DECREE (Ib RAD) BEND. THE MAXIMUM LENGTH OF THE 1I DUCT DOES NOT
INCLUDE TWE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 500STER
FLASHING,
LIE HVAC.
CLL---t� ��CUILATIONS
FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM
SWING, SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK
1. FLA AND
1. EtE FOR HEATING AND COOLING CAPACITIES SHALL BE
LENGT W OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE
WALL INTERSECTIONS, AT GUTTERS, A7 ALL CHANGES IN ROOF SLOPE OR DIRECTION.
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S
AND AROUND ROOF OPENINGS.
AT THE 71ME Or APPLICATION FOR PERMIT
INSTALLATION INSTRUCTIONS. LUPERE A CLOTHES DRYER B005TER PAN 15 INSTALLED
AND NOT READILY ACCE551BLE FROM THE ROOM IN LUWICW THE DRYER 15 LOCATED,
2 APPROVED CORRO51ON-RESISTANT FLASHING SWALL BE APPLIED SHINGLE
2. MECWANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION, SERVICE,
A PERMANENT IDENTIFYING LABEL SWALL BE PLACED ADJACENT TO WHERE TLE
FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF: WATER INTO THE WALL
REPAIR, AND REPLACEMENT UJITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER
EXHAUST DUCT ENTER$ THE WALL, TWE LABEL SHALL BEAR THE WORDS "THIS DRYER
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED 70 THE APPLIANCE
EXHAUST SYSTEM IS EOUIPPED WITH 4 REMOTELY LOCATED 500STIER FAN."
COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
15EIWG INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL 110RKING SPACE
WALL FINISH. APPROVED CORROSION - RES157AN'T FLASHING SHALL BE INSTALLED AT
AT LEAST 30 INCHES (162 -) DEEP AND 30 INCHES (162 -) WIDE SHALL BE
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE.
PROVIDED IN FRONT Or THE CONTROL SIDE TO SERVICE AN APPLIANCE.
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 4/30/2024
VERSION: 5.0
SQUARE FOOTAGE
AH4R ASSET MANAGEMENT SO. Fr.
HEATED AREA
Sq. Ft.
MAIN LEVEL
1102
SECOND LEVEL
1215
TOTAL AH4R SCL FT. [SWWnilill)
I 23TT
METHODOLOGY: ANSI Z766-2W3
The total area Calculated from the outside -to -outside of framing, including optional finished basement options as
sh- This area excludes staimell at highest level above grade, garage, covered patio/porches.
ALL WORK SHAUL CC'MPLY V1111-H PREVAIL'Nci
CODES FLORIDA SM --DiNG C-00E,
NATiONA! - ELECTRIC CODE,
AND THE CITY OF ZFP�iyr�Hjl
ORDINANCE$
C1T-'y'0FZr---PH'VRH'JAJS/
PLANJ `---,-,A NER
") Q Z-
VV sc-- I
C-
51
,5-7-76q
IM1 AT14 DEVELOPPIENT
DO NOT SCALE SE DRASING6.
VEIZ� SULDING. ORIENTATION UIT
CONITIZACTOR AND 51TE PLANS
SEFM CONSTFZJCTICR TASE
DRA1465 00 NOT CCNTAIN
SFECFIC INTO�TION FOR A0
STfZrTLRAL EUETENTS (TO BE
PROVOM By EW.NEER OF
IMCM) ANT' DECIREPANCY
(P41ENSION16, ORIEWATON, ETC.1
BETUEEN TNESE DPAURW AND
ASSOCIATED DRAAWA SKIIV SITE
DRASINGS SH&L BE IEFORTED To
CONTRACTOR AT OWE AV NO
O0NSTRXTICN SWALL PFZCE D
UNTIL CORFEMD. TNE
CONTM4CTOR ASSILITES TIE
FESPONSE51LITYTOMIEF L
MQJ RETIENTS OF LOCAL BUILDW,
CRICIALS I TO COMPLY WTH STATE
>
(U
LU
r
,I-
C)
z
12
0--q
un
cc
0
Ca '6
C)
C>
F- 7
6�hl-
L -j
11111111111111M. I FAE
VERSION: 5.0�
COVER SHEET
9w#
SQUARE FOOTAGE CHART
ELEVATIONT
-------------------
SQUAREFOOTAGE
CONSTRUCTION AREA CALCULKnON
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
1102
5EGOND LEVEL
12b4
TOTAL HFATEDWNSTRUCTION AFMA (SlabCwM)
MW
METHODMOGY: ANSI Z765-2W3
The total area Calculated from the outside -to —side of irwing, including optional finished basement options as
sh— This area excludes stainvell at highest level above grade, garage, covered patio/potches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
GARAOE
444
XVERED PATIO
112
FRONT PORCH
5b
TOTAL BUILDING ENVELOPE (SIBM>W)
2978
METHODOLOGY
Building Envelope Ama: The total area calculated, including Heated/Construction area as calculated, and also
including garage, covered patio/porches.
MAXIMUM DEPTH
601-01,
IMAXIMUM HIPTH
1.*MAXIMUM E�)ILDINS HEJ&HT A.F.F.
2`�-5"
*021 AMW
DO NOT SCALE WESEDRAIMA
VERIFY BULDW. CREMATION UT
CMMTOR AND SM PLANS
BEFORE C06TRCT TWESE
DRASINGS DO NOT CONTAIN
SPECFIC INFORWION FOR
STRUCTURAL ELEMENTS (TO BE
PRXIDED By ENGINEER OF
RECORD1 AN' DISCREPANCY
(DtIENSIONS, OKWAVON, ET J
BETWEEN IWESE DRA10,61 A41
ASSOCIATED DRA"6 'W" 6 TE
DRA11W,6 $HALL BE REPORTED TO
CONTRACTOR AT OWE AND NO
CONSINXTION SMALL FRXEED
LXTIL COMECTED. TWE
CONTRACTOR AWAIMES T4
WSFMI51LITY TO MEET ALL
MEM REWS OF LOCAL BULDM
OFICLALS f TO Ca'FLY UM STATE
Bul Dw��
4-j
r.
W
C,
>
v
w
=�Mlj
C)
0-4
ca
CD
U
Cn
(D<
(n V)
C> �
C) cel
r- -1
VERSION: 5.0
SQUARE FOOTAGE
CALCUATIONS
gw�
ICS-31.
ov,
A/C PAD
CON SLAB M 6
FIC5:El;llr:rlp
uj/
25 SH
PATIO 5
HE
4' CONCRETE SLAB MIN. OVER b
WVAC CHASE IS
MIL VAPOR BARRIER SLAB ALL
EASED ON
BE OVER CLEAN COMPACTES44 LL
LOCATION -
/J.
W1 FZERMESI�
ELECTRICAL
��.JT AL
Colou FOR
ISLAND
_0
CONCRETE 5L,45
F T,
4" CONCRETE SLAB MIR OVER 6 ML
- IL, I
POR BARRIER. SLAB 644ALL BE OVER
C AN COMPACTED FILL W1 FIBERME51-1
a,
SECOND FLOM
SANITARY
----------
- - ------------ -
-------- ---------- I
D Lu
--------- ---------
0
i,. C", -LAB MIN.
v
W1 F15ERME5H
I - W
V
----------- ---
FORCH SLAB-'
0
w
(L
----------------------- ----------
RETE
CON SLAB
\FIBEMIESH
OVER 6 MIL V
BARRIER SLAB L BE
e�r
14"-CONCRETE16LADEMN,
OVER CLEM COMPACTED
VAPOR BARRIElk SLAB SHALL BE OVER
FILL Ul FIBEWES14
CLErMCOMPACTED FILL W1
Y-41 1[:�� 1'-4" 1� - 1&'-3" OF�ENING
aO'-O" OVERALL
SLAB PLAN - ELEVAMN"J"
WAM IN IIW=
WME, IN: lw
FOUNDATION PLAN NOTE5
ALL WOW SHALL BE IN STRICT COMIANCE WIT14 IBUILONG.
GODE, RESIDENTIAL, AID COLNTY BUILDIW. DEPARTMEN7.
STRIP TOPSOL, TREES, WrS, ROOTS, ETC. FROM ALL
AREAS IIHERE CONSIRLICTION LOLL OCCUR UND.
FILL SHALL BE FIRILY CalPACTEO, CLEAR $AND/CLAY
MATERIAL: FREE OF ROOTS, OR3ANIC MATTER OR OTHER
NTERIOR BEARING, LOCATIONS 6�10IJLQ BE COORDINATED
UTI4 TF456 MAKFACTURER 4 STRICT.11RAL ENSINEER.
PROVIDE IL TREATMENT AND VAPOR BARRIERS AT ALL
SLA55 (INTERIOR).
&021 " DEVELOWIENT
Do NO SCALE THESE DRAWN6.5
VERIFY WILDWI ORIENTATION UTO
CONTRACTOR AND SITE PL"
aulow CONSTFIXT THESE
DRAW" DO NOT CONI
SPECFIC INFORUTION FOR ANY
SIRIXT.RAL EU3'Dff& (TO ]NE
PRO�cw BY EWINEER OF
RECORD). ANY DISCREPANCY
IDITIENSIONS, ORIENTATION, ETCJ
BETUM THESE DRA1061 AND
ASSOCIATED DRAWNG$ —/. 6
DRAIN635 WALL BE REPORTED TO
CONTRACTOR AT CE AND No
C"
CONSTFIXTION WALL PROC ED
WIL COFFECTED THE
CONTRACTOR ASKITIES, THE
RESPONSIBUTY TO MET ALL
REMNEMN18 OF LOCAL 5J LDING
CRICIALS 4 TO COTIIkY OTH STATE
BUILDW, CODES,
4-j
V
-01
� f
o
>
V >
Lu
C)
z
�-q
cc
CD
C,*
C�o
C)
04
C:�
E-4
IN
F --I
L —1
AE
��. — I
VERSION: 5.0]
FOUNDATION -
SLAB PLAN
am#
F-1.0-1
k4NDRAIL
1-1/2" MIN
GRASPABLE
LANDRAIL
1 1/4., MIN TO t IlMll �/2
IDIa" MAX IN
AMETER-0
IL
SECTI,ONI
�VIDE kANDRAIL IN COMPLIANCE WITW
THE cjjFaww Ap"Ro`�C` BUILDIN6. CODE.
57,41R DIAGRAM_
FLOOR PLAN NOTE5
PROVIDE 1/2'(111NIMIM)GYPSUM BOARD SEPARATION AT WALI-5 AND5/8' TYPE X rEILwG5
IN TWE GARAGE ADJACENT TO T�E MAIN WOUSE AND ATTIC AREAS.
WASHIWG MACHNE 15 ALWAYS LOCATED LEFT OF TWE DRYER LIII NOTED OTHERUSE
ALL EXTERIOR WALL$ ARE DRALLIN AT S' CM JKLESS NOTED OT�IERUSE
ALL INTERIOR AND C"N WALLS ARE DRAWN AT 3 1/2' KEES NOTED 04ERUISE
14EADER FOR FIRST FLOOR 16 AT W-0' .1 V-4" CLG I SECOND FLOOR 15 AT l'-V" V 8'CLG
14MORAIL �E*Nl WALL BE 36'MEASUMED VERTICALLY FROM T�E NOSING OF TW TREAD
0) DENOTES EGFEE56 WINDOW
FIRST FLOOR PLAN - ELEVATION "J"
1112 WAM iff-11IF
eml " DEVELOPMDU
DO NOT 5CALE TWSE DKAffW,&
4X� BUiLDW, ORI NIATION WTW
CCNTRACTCR AND STE PLANS
BUORE CONSTRXTION. TESE
DRAMW DO NOT CONTAIN
SPECIFIC HFOI�MATION FCR
STRICTLIR& ELEIENTS (TO BE
PRO�CED 5y BGMR OF
RECORD). W DISCREPANCY
(I)PEN51M, ORENTATICN, ETC.)
BETWEEN 74ESE ORMIN35 AID TIE
ASSOCIATED DRA0r.5 Vella SITE
DRAILINGS S4ALL BE REPORTED 7
CONTRACTOR 7 ONCE A14D NO
CONI 5HALL PAOCE
LNTIL CORFECTED. T�E
CONTRACTOR AMLMES THE
RESPONSIBIL rry TO MET
,MQJ REVENTS OF LOCAL BUt-DNG
OFFICIALS 4 TO CMWITN STATE
5UILONG 5
4-1
r. 'I
(U
In
o
> Flo
w
Ul
C)
z
CD
0
C—)
Ej 2
C)
C Lof
en
F -I
L I
VA1411t. I FAE j
VERSION: 5.0]
FIRST FLOOR PLAN
aw"w
swo
A-1.0
PANEARAIL
1-1/2" MIN
GRASPAISLE
�ANDFtAll- ,
1 114" MIN To
1-1�" MAX
DIAMETEWO
RN
it
ClION AN
PROV DE NANCRAIL N COMPtIMCE WITW
TILE CURRENT APPROVED MILDING CODE,
5TAIR DIAGRAM
FLOOR PLAN NOTE5
PROVIDE 1/2' (MINII GYPSLIM 50AFD SEPARATION AT WALLS AND 5W TYPE X CELW-15
IN T�E GARAGE ADJACENT TO TWE MAN HOJSE AND ATTIC AREAS.
WASHING MAC4lE 16 ALWAYS LOCATED LEFT OF TWE DRYER tINLIESS NOTED C41ERWISE.
ALL EXTERIOR WALLIS ARE DRAWN AT B" CMJ LNI NOTED OT14ERIMSE
ALL HTEROR MD COnlCN WALLS ARE DRAUN AT 3 112' LJNLE55 NOTED 076EIWBE.
IkEADER FOR FIRST FLOOR 15 AT S'-O" ./ S'-4'CLG I SECOND FLOOR 15 AT 1'.0* V S'CLG
14ANDRAIL 4EG4T 5WALL BE US" MEASURED VERTICALLY FROM TLE NOSING OF TWE TREAD.
(1) DENOTES EGRESS WINDOW
DOOR TO FAU —
CLOW FAU BOLVIVOR
2C.4-C
DOOR
CLOSErWALL
PER KM
FRAAWG
B C RAISED PLATFORM
YEW
SECOND FLOOR PLAN - ELEVATION "J"
SGUL10114=
Sm IN-1'4r
42021 " DEVELORW
DO NOT SCALE UESE DR40I
VEM IIUlLDNG OW KTATION UT4
CONTR4CIOR AND SITE PLA45
INEFORE cotaTparTION. TASE
DRAJI DO NOT CONTAIN
SFECFIC WORIATIC14 FOR
STICICTURAL ELBVHS (TO BE
PROVIDED BY EWNEER OF
RECOFD), ANY DISCREPANCY
'DrIENSIM. OMITATION. ETCJ
BETWEEN TWM DRAILWA AND THE
AS$XIATEV DUWW.5 Wl. SrrE
DRAWINGS SIAL BE FEPORTED TO
CONTRACTOR T ONCE *0 NO
C49NSTRJCTION SkkL PROCE D
LINTIL COMICTED Ue
CONTRACTOR A.SUME5 T
IIESPONINBILITY TO MET
K�JRETENTS OF LOCA. 5U LDM
C��ICIALS A TO COMPLY UN STATE
BUILDW, CODES
E'd
> A
LLI
12-
ca
a) Q 0
ca
co
C) co I rz
t— rTl
F
L
VERSION: 5.0
SECOND FLOOR PLAN
owt
A - �2�.O ]
Typ.
ROOF PLAN RX
1111N.E.1mr.1'r 19m
rAL. Iff."r CZ
ZONE I ATTIC VENTILATION: (3W5QFT ATTIC SPACE /I SOFT VENTILATION)
-CALCULATIONS REFLECT 50% RIDGE AND 50% SOFFIT VW6
1316 SO FT UNDER ROOF ATTIC / 3W SQ FT / I 5Q FT - 43t 80 FT VENTILATION
OFF -RIDGE VENT N L38 50 IN EACH (4' VENT)
6OFFIT VENT - 5 so IN EACH
435 SQ FT x 50% 2.15 50 Fl flrl4,2.IS 50 FT LOW
HIGH VENTING
2.1s SO FT 144 60 IN -315M 50 IN REQUIRED
T OFF -RIDGE VENT x 138 5Q IN 414 W IN
LOW YENTW,
2.1%50 FT W4 W IN .315.84 SO IN REQUIRED
�15B4 / S 35 SOFFIT VENTS (CCNTINUOUS VENTED SOFFIT)
ZONE 2 ATTIC VENTILATIOK- (300 SO FT ATTIC SPACE / I SO FT VENTILATION)
210 W FT UNDER ROOF ATTIC /
30050 FT / I SQ FT - .10 50 FT VENTILATION
SOFFIT VENT 5 60 IN EAC14
LOU) VENTING
.10 SQ FT x 144 SQ IN -100W 50 IN MQUIRED
IWW / 9 " SOFFIT VENTS (CONRIMICUS VENTED SOFFIT)
ZOI,E 3 ATTIC VENTILATION: (3W 50 FT ATTIC SPACE I 150 FT VENTILATION)
5b 50 FT UNDER ROOF ATTIC /
300 80 FT /150 FT - IS 50 FT VENTILATION
SOFFIT VENT 5 SO IN EACH
LOW VENTING
.19 50 FT 144 50 IN :26M 50 IN REQUIRED
26M / 5 3 SOFF IT VENTS (CONTINUOUS VIEWTIED SOFFIT)
ZONE 4 ATTIC VENTILATION: (300 W FT ATTIC SPACE � I SO FT VENTILATION)
142 SOFT LINDER ROOF ATTIC /
3W 50 PT / I SQ FT � .4150 FT VENTILATION
SOFFIT VENT 5 50 IN EACH
LOU) VENTING
Al SQ FT x 44 60 IN -68.14, SQ IN REQUIRED
b8th / b - 8 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
6112 PITCH
Af
Ix3 BOARD 4 BATTEN
� 16" OIC) PER
C011`114TY $PECS
(TYP)
6 " TRIM
LINE OF
____FLA_'AWG MP)
.. . . . . . . . . . .
Fil l!j]
4�2 PITCH
W SWW
ILE ROOF (TYP)
in
-0- TRIM
4' CORNER TRIM
6" TRIM
ID'.bV' BOARD AND
BATTEN SHUTTERS PER
COMMUNITY SPECS (TYP)
4" TRIM AND
SILL
LINE OF
FLASHING fTYP)
("I RAISED
STUCCO TRIM
COACH LIG441 PER
Comm SPECS
CEMENTITIOUS
STUr
_CO PER
COMM ISPE -5.
4" RAISED
STUCCO TRIM
HORIZONTAL LAP
SIDIW
. PER
COMM 5PECS
4" CLIWER TRIM
(IYP.)
CEMEN717ICUS STUCCO
PER COMM. SPECS
0021 Amm DEVELOPMENT
DO NOT SCALE THESE DR4111455
VERIFY EI ORI WATION WTH
CCNTRACTOR AND SITE PLANS
BEFORE CONSTRICT ON. THESE
DRAW436 DO NOT CONTAIN
SPECIFIC 1WORU71ON FOR ANY
STRLICTLIRA EUI (TO BE
PROVIDED BY EW.NEER OF
RECORD2 � DOCREPANCY
(DIMENSIONS. ORIENTATION, ETr
BETIM TWESE DRAIR406 AND TIE
A%OCJATED DRAWWA V� SITE
DRAUNGS SkAL BE REPORTED TO
CONTRACTOR T ONCE 4ND NO
CONSTRUC 04 &LALL PROCEED
UNTIL CORRECTED. THE
ClOWtRACTOR AS&kfS Tit
RESPONSIBILITY TO MEET
'MORI NT60FLOMBUILDW,
OFICZ'SEA TO COMPLY LATH $TATE
BUILDING CODES
4-)
CL
>
> t
LU
�jj a
F-4
c_
C)
cm
(D
z
04
C.O')
cc
CD
cn
I
0
-
u
C_.) -n Q<
C:) x
Z�
7
L I
iInximor. I ME ]
VERSION: 5.0]
FRONT/REAR ELIEVATI -
& ROOF PLAN
IA-3.201
TOP OFFALCIA
—2�d-FJR CEIIJ15%
stfL RILM
FIN FLR ELEV
C'M PITCH
ARCH SHW.LE ROOF (TYP)
TOP OF FA5CA
— UFUR-C -
2r EILV,
W106ULRE- HORIZONTAL LApTYP-
SIDING. PER
COMM
4" CORNER TRIM
LILINEOF
FLA5HIWj (TYI-)
5ECCND FLR
6t FU�CEILWG
WINDOLULKE
CJAlEEf-
L
FIN FLR ELEV
RlGKr SIDE ELEVATION 'J'
SCALE iffill'o, =
WAM 1/811'r
12
S F:�
HORIZONTAL L Ap TYF',
BIDIN3 PER
COMM SPECS-
4" CORNER
12
4 E--�--
6M PITCH
ARCH WING.-E IWOF (TYP)
" PITC14
12 ARC14 514W.LE ROOF (TYP) � bM PITCH
`� 6
FRIEZE
LINE OF
FI-Ar;,HIW3 (TYP)
--m'
LEFT SIDE ELEVATION "Ju
CEMEN7171OU5 5TUCCO
PER COMM. SPECS.
BTUCCO PER
Comm. sncs,
4=1 AlN DEVELOPPIENT
Do NOT SC E THESE DRALWA,
VEIRFY IBUILDM ORI NUTION W17W
CCNTRACIOR AID IIE PLANS
EEPORE COSTIRrTION. THESE
DRAIJINGS DO NOT CONTAIN
SPECIFIC NFOWLATION FOR ANY
SlKrT,PA ELEIIENTS fTO BE
PROVIDED By 94GNEER OF
RECORD) ART DECRIPAWY
,DMOONS, ORIENTATION, ET
BETUM TWESE ORAWWA AND THE
AWOCIATED DRAWN6.5 �la 5TE
DRALWA IWAL BE IMPORTED TO
CONTRACTOR CHCE AND NO
CONSTRZ CN SHALL PROCEED
LfITIL COFMCTED. THE
WNTRACrOR ASWIES THE
FIESPONUBILITY TOPEET
FEEW TSEN16 OF LOCAL BUILDW.
OFFICIALS 4 TO COTPLY UATA STATE
51JILDW, CmE&
Lp
-n
0
Lij
>
w
Am
cm
ICE
ca
U
"'S
ce)
(D
(a
� J4
F- -1
L
wort. I FIN _j
VERSION: 5.0�
SIDE ELEVATIONS
INEET#
A-
QMI " M-YELOMENIT
00 NO SCALE THESE DRAWWA.
B�ILDING 5ECTION NOTE5 VeRFY BUILM OR NTATION WIN
CONTRACTOR AND SITE PLANS
BEFOR CONSTRJClICK THESE
PLEASE NOTE: THESE DETAILS An STRICTLY ARCHITECTURAL, REFER TO STRUCTURAL DRAWWA DO NOT OMAN
SHEETS FOR TOM NFORMATION SFECPC WOR11ATION F ANY
STRUCTURAL EUR'WS (TO 5E
SECTIONS SIMILAR TO OTHER ELEVATION5 AND WHEN USI% 2xb EXTERIOR WALLS PWVVED BY BCWNEER OF
RECORDI ANY DISCREPANCY
CIDIMENSIONS, ORIENTA7104, ETC)
BETUM THE T AD T
" D"WN'
ASSOCIATED DRAWWA �J� SITE
DRAWW'S SHALL BE REPORTED TO
CONTRA,
12 _TCR AT ONCE AID W
CON67RCTION SWALL PROCEED
XNL CORRECTED. THE
CONTRACTOR ASOLM5 THE
REWONN LLTTY TO M99T ALL
PSE-11"FACTURED TRUSSES REQU .1..IS OF LOCAL BUILD'.
OFFICIALS 4 TO COVILT WTH STATE
5UILDM CODES.
INSULATION PER FE3C AND ENERGY FO
OFOF FALCIA 51.15MIT71ED WITH PERMIT APPLICATIO
V-------------
jWd Ii7LR`CE —ILIW—.
'WRow LINE 0,
0 Lu
ib LOFT 3 > ro
Q) '6
SECL34D FLR Ll I
IS
14
BEDROOM 2
A
PALL BATH I HALL NBEIIIIIIENZE MW
w mvmm
IFIN FLR ELE�v \v
COMPACTED, TEWITE TREATED SOIL IVAPOR
BAWER
FOUNDATION (SEE
BUILDING SEC'nON"AW STRUCTURAL PLA
ICAlE;lr-I'fpI07) EMATIGHTSHIMN-AULEUNATIONSSNIUR
SCAM W-I'qp" "It
C)
z
V cc
6 le�- CD
PRE -MANUFACTURED TFZJ55ES
0
INSULATION PER FIBC AND ENERGY FORM
6UBM17TED WITH PERMIT APPLICATION
TOFLOF WCIL
Cj) V)
I LA LOFT
N6U
6U13
P p RY 5UITE
_IMA
RIMARY 5UITE 5
12
12
SECOND FLR 4 U �l 11 1 4
C� I
V., FLR CE 16
w CJALEEP
13 L
GOVEFZED ol
w 1) FRONT
GREAT ROOM w FOYER PORCH
L
w Fm
FIN FLR ELEV I 1 11 !7 \ I I T
COMPACTED, TERMITE TREATED $OIL .1VAPOR ------- VERSION: 5.01
1. 16 TREADS IV'- BA" - 13-%"
BARRIER FIELD VERIFY
FOUNDATION (SEE BUILDING SECTIONS
2 / BUILDING SECTION OBB"
STRUCTURAL PL OMM W-117 =7) ELEACWTINDIIIIII-ALLIELIEVAT&A SIAM
4. ol
ELECTRICAL LEGEND
Q-5
GA-5 LINE
V
RECESSED CAN
LIGHT
ON
COLD WATER
0
FLUSH MOUNT LED
I=m
ELECTRICAL PANEL
2
WALL MOUNTED LIGHT
ELECTRICAL METER
WALL SCONCE
E=P
DISCONNECT SWITCH
FLUORESCENT L614T
0 BULB
$
SWITCH
EZZZZZ3
FLUORESCENT LIGHT
wl 2 BULBS,
3-WAY SW17CW
VAPOR PROTECTED
LIGHT
4-WAY SWITCH
EXHAUST FAN
DIMMER SWITCH
14)
EXHAU5T FAN
LIGHT
BUTTON
(9)
]EXHAUST FAN w/
HEAT A LIGHT
DUPLEX OUTLET
0
SMOKE DETECTOR
QUAMEX OUTLET
CARBON MONOXIDE
DETECTOR
SWITC44ED DUPLEX
THERMOSTAT
OUTL T
'�00P
0
FLOOR OUTLET
DIRECT WIRE
G11
d
GFI OUTLET
T
PHONE JACK
WPGFI
db
WATER PROOF GFI
mi
MEDIA JACK
OUTLET
T
CLG
0
CIEILNG MOUNTED
CABLE TV OUTLET
OUTLET
220�
4)
220v OUTLET
DOOR CHIMES
cEILNG. MOUNTED
5ECURiTY PANEL
LIGHT
HANGING CEILING
FLOOD LIGHT
MOUNTED L 6WY
In I
n
I
C-4::::)
CEILING FAN
I I
C _D
CEILING FAN wt LIGHT
u
ELECTRICAL GENERAL NOTE5
SWITCHES TO BE 45" AFY
RECEPTS. TO BE 12" APF. - 42" IF OVER A COUNTER
ALL WIRWG TO BE IN ACCORDANCE WITH NEED
ARC FAULT CIRCUIT NTERRUI PROTECTION SWALL BE PROVIDED AS REQUIRED
IN NEC 210.12(A) AND SHALL BE INSTALLED IN A READILY ACCE561BLE LOCATION.
ALL SMOKE DETECTORS SHALL BE WARDORED INTO AN ELECTRICAL POWER
SOLRCE AND SWAL L BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SWALL BE PROVIDED AS REQUIRED IN NEC
210,9(A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION
IT 5 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE TWAT ALL
ELliCTRICAL WOW, 15 IN FULL COMPLIANCE WITH NFPA 10A - NEC AID ALL
APPLICABLE LOCAL STANDARDS, CODE5, AND OFDINANCES.
PROVIDE INTERSYSTEM BONDING TREMINATIrN AT SERVICE LOCATION PER NEC
250.S4
LUMINAIRES IN CLOTHES CLOSETS SHALL BE WTALLED PER THE PROVISIONS OF
NEC 414211 (5)
RECESSED LISWI TO BE AIR TIGHT AND IC RATED
IM95, OF T14E LAMP'S IN PERMANENTLY INSTALLED FIXTURES SHALL BE
Wr.W-EFFICIENCY LAMPS
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INIFORMA710N.
PROVIDE T14E REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS I
COMPLIANCE WITH NEC 11026
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40612
THE BRANCH CIRCUIT SUFFLY1W. THE RECEPTACLE(fl) IN A GARAGE $14ALL NOT
SUPPLY CUTLETS OUTSIDE OF THE GARAGE AND NOT LESS T14AN ONE RECEPTACLE
CUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AFCl PROTECTION - 210.12 (5) DUELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DUELLING UNITS,
FAMILY RClCMS DINW. ROOM, LIVING ROOMS, PARLOR5, L15RARES, DENS
BEDROOMS $UNROOMI RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
RD" OR AREAS $HALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
410 AL SfR CABLE
GROUNDING ELECTRODE
5WALL COMPLY WITW
5EC 250.52
ELECTRICAL R15ER DIAGRAM
N.7.5.
X't�'F.00
. LIGHTRA.
F[ 142'qp
0
CLGGFI
t---------------------- ------- -----
--------------
OFT DEDICATED 50
AIIPS (14-50 NEMA
2401) IF REQUIRED
By CODE
— - — - — - LIP
FIRST FLOOR ELECTRICAL PLAN - ELEVATION OX
SONE-Imllw=
soke W-11111'
ON]"DIEVELOPMENT
00 NOT SCALE THESE DRAWMGS,
VII BUILDW. CRI TATION OTH
CONTRACTOR AND FLANS
BEFORE CONSTRUCT THEM
DRA~ DO NOT COWAN
SPECIFIC WORIAlION FOR MY
STRUCTURAL ELEMENTS (TO BE
PROVIDE BY ENGNEER OF
RECORD) ANY DLCXPANCY
'DIMENSIONS, OREWATIM II
BETWEI THESE 01 AND THE
ASSOCIATED DRAI wi� SITE
I)R4VW,6 SWAL BE REPOIRTED TO
COTRACTOR T ONCE AND NO
CONSTFIXTION SHALL PROCEE
.NTL CORSECTED UE
CONMZACTOR ASSUMES TIE
FE5PCNI TO MEET ALL
WOW 5 OF LOCAL II
MICIALS A TO COMPLY WIN STATE
BUILDING CODES
(u 4�
0"
0 w
>
w
E
<
TINEWEIIIIIIENZ 1 4111111110
REI
I
C)
(D
z
123
�_q
V)
ca
(D
u-)
0
c'n
>.
a)
0
Elf
04
7
L _j
WAIII I FAE
VERSION: 5.01
ELECTRICAL PLANS
FIRST FLOOR
IE-1.0_1
ELECTRICAL LEGEND
-+ GA5
GAS LINE
RECESSED CAN
LIGHT
-+
COLD WATER
FLUSH MOUNT LEI)
ELECTRICAL PANEL
2
WALL MOUNTED LIGHT
ELECTRICAL METER
WALL --CNCE
DISCONNECT SWITCH
FLUORESCENT LIGHT
mA Bi
$
SWITCH
i
FLUORESCENT LIGHT
./ 2 5UL58
3-WAY 50TCW
VAPOR PROTECTED
LIGHT
4-WAY BLUITC14
EXHAUST FAN
DIMMER SWITCH
EXHAUST FAN w/
LIGHT
BUTTON
EXHAUST FAN
HEAT I LIGHT
DUPLEX OUTLET
SMOKE DETECTOR
QUADPLEX OUTLET
CARBONI MONOXIDE
DETECTOR
SWITCHED DUPLEX
THERMOSTAT
OUTLET
FLOOR OUTLET
I?
DIRECT WIRE
GFI
I'm
6
GFI OUTLET
T
PHONE JACK
WPGFI
WATER PROOF GFI
6
OUTLET
MEDIA JACK
CLC
CEILING MOUNTED
4D
OUTLET
CABLE TV OUTLET
22�
220v OUTLET
DOOR CWTMES
CEILING MOUNTED
SECURITY PANEL
LIGHT
HANGING CEILING
FLOOD I
MOUNTED LIGHT
n
n
1:4--:D
CEILING FAN
C:-
CEILING FAN LIGHT
u
ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45' AFF
RECEPT5. TO BE IV' AFF. - 42' IF OVER A COUNTER
ALL WIRING, 70 BE N ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED
IN NEC 211 AND SHALL BE rlBTALLED IN A READILY ACCES511BLE LOCATION.
T INTO
ALL SMOKE DETEIC ORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP PROVIDE
AND INSTALL LOCALLY CMIFIED SMOKE ]DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED 114 NEC
211 AND INSTALLED IN A READILY ACCESSIBLE LOCATION.
li
IT 5 714E RESPONSIBILITY OF THE LICENSED ELECTRICIAN 70 1 TWAT ALL
ELECTRICAL WOW 15 IN FULL COMPLIANCE WIT14 Ni 10A - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND MINANCES.
PROVIDE INTERSYSTEM BONDING TREIINATIC14 AT SERVICE LOCATION PER I
M54
LUMINIARES IN CLOTHES CLOSETS SWALL BE INSTALLED PER THE PROVISIONS OF
NEC 411 4 (5)
RECESSED LIGHTINC, TO BE AIR TIGHT AID IC RATED
M OF THE LAMPS N PERMANENTLY INSTALLED FIXTURES SHALL BE
HGH-EFFICtENCY I
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATIOR
PROVIDE THE REQUIRED CLEARANCES AROLIND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC III
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40&.12.
THE BRANCH CIRCUIT SUPPLYING THE REOEFTACI IN A GARAGE SHALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LE86 THAN ONE RECEPTACLE
OLITLET SHALL BE INSTALLED FOR EACH MOTOR VE141CLE SPACE.
AFCI PROTECTION - 211 (5) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 5 AND
20 AMP BRANCH CIRCUITS SUPPLY IW. OUTLETS INSTALLED IN DUELLING UNITS,
FAMILY I DINING ROOMI LI VING ROOMI PARI LIBRARIES, DENS,
BEDROOI SUNROOMS, 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.
-------------------
x
V
Typ
qp
AX
DWONNECT
-10i /\Y\
V\� I
LT(LATTICj
db
— — — — — — — — — — — — —
SECOND FLOOR ELECTRICAL PLAN
PART. SECOND FLOOR ELECTRICAL PLAN
ORD21 Ai DEVELOFMENT
Oo NOT SCALE DRALi
VEXFY BULDING ORIENTATION WIN
CCNTRACTOr AND SITE PLANS
BEFORE CONSTISICT THESE
DRAWNGS DO NOT C40NTAN
SPECFIC WORMATION FOR ANY
Sllfti ELS-eas (TO BE
PROVIDED by ENSNEER O�
RECORD) ANY DISCREPANCY
fIDITENSIONS, ORIENTATION, ETC.)
BETWEEN THESE DRAWi AID THE
ASSOCATED DRi ftd� SITE
DRAW" 5WAL BE REPORTED TO
CONTRACTOR AT ONCE 40 NO
CONSTAIr ION ISWALL PROCEED
LWIL CORRECTED. THE
CONTRACTOR AS&UMES THE
li Try TO MET ALL
Mai OF LOCAL BU LOW.
1101FICIA-1 I TO Y STATE
EW'I
-4-)
f
o
>
w
7 NUMMM I 40M
m]
C)
z
0-4
V)
co
(!)
Cii
C
5 in' Ql
co
C)
cr
VERSION: 5.0
ELECTRICAL PLAN
SE
COND FLOOR
ai
E-2.01
HOUSEWRAP BARRIER 0,
JOINTS) OVER WENIOR
SHEATHING PER SPECSH
TO OVERLAP RUIRIERIZE1
FLASHING
RUBBERIZED 7HRU-WAU.
HASHING, VITEND UP ir
VERTICALLY (4- MIN
VERTICAL PROJECTION
ABOVE SUBROOR), TRIA
TO OUTSIDE FACE OF
BRICK
THRU-WALL FLASHING_
NOT TO SCALE
HOUSEWRAP BARRIER (TAPE ALL
JOINTS) OVER MERIOR
SHEATHING PER SPEC -SHEATHING
TO OVERLAP RU
BLDG FELT BETWEEN
HASHING
JSEWRAP BARRIER AND
'K VENEER-TYPIC AL UP
RUBBERIZE13 THRU-WALL
HASHING, EXFEND UP 11'
VERTICALLY 1,C MIN
VERTICAL PROJECTION
ABOVE SUBROORI,
E F
TRIM TO OUISID ACE
EP HOLES AT COURSE
OF BRICK
)VE HASHING - 24"O.C.
RIZONTALLY
SOLID GROUT BEHIND
HOUSEWRAP BARRIER -
REFR TO DETAIL FOR CUTTING COORDINATE 15# BUILDING FELT
BARRIER AT WINDOW OPEN APPLICATION WHERE BRICK VENEER IS
SPECIFIED
-FOLD HOUSEWRAP DOWN OVER HEAD HASHING
AND APPLY CORNER PATCH EXTENDING I" MIN.
BEYOND WRIER CUT
-INSTALL HEAD HASHING OVERLAPPING
WINDOW FLANGES A MIN. OF 7 - INSTALL
UNDER HOUSEWRAP
-APPLY JAMS HASHING OVER SIDE
WINDOW RANGES - MIN. I'ABOVE
HEAD AND T OVERLAP AT SILL
INSTALL WINDOW OVER SEALED AND HASHED
PREMANUFACIURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTER OR PERIMETER GAP W
IC
NON -EXPANDING FOAM OR SEALANT
TAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
PREMANUFACtURED PLASTIC SILL
MOT
WINDOW OPENING FLASHING
NOT TO SCALE
— — —
— GABLE END WERE OCCURS
REFER IELEVATIONS AND DETAILS
TYPICAL ROOF COVERING PER SPEC
':��12 SEE ROOF
--"'PL*AN
PLAN
TYPICAL ROOF TRUSSES PER SPEC
TYPICAL ROOF INSIAATION MR M
ROOF
ROOF
DRIP EDGE PER CODE & COMNIL SPEC
?SrRUCPJRAL
TOP Of mu.
Typ. INT. CLG.
REFER TO ELEVATIONS
MATERIAL - PER SPEC
Z
FASCIA PER CODE & COMM. SPEC,
REFER 701
TYPICAL SOFFIT FINISH PER SPEC
FOR TRUSS TO WALL
� ALL
TE BEAM - REFER SrRUCTUR4
CONNECTION
TRIM PER ELEVATION PER SM
V CMU BLOCK REFER SIRUCrURAL
TYPICAL STUCCO FINISH ON BLOOK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC
J_� WAINSCOT PER ELEV. PER SPEC
VERIFY FOUNDATION PROFILE VARIES BY
TYPICAL BASE
LOCATION / CONDITIONS
PER SPIEC
REFER STRUCTURAL
VERIFY DUAL MR TEINNATION WALL
IE
FINISH AT FOUNDATION PER ELEVATION A
MATERL'L
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 1 -STORY WALL SECTION
NOT TO SCALE
15# BLDG FELT BETWEEN
HOUSEWPAP BARRIER AND
&RICK VENEER -TYPICAL
CONTINUOUS MORTAR NET
WEEP HOLES AT COURSE
ABOVE HASHING - 24'O.C..
HORZONTALLY
FOUNDATION
BRCK LEDGE
THRUMALL FLASHING @ BRICK LEDGE
NOT TO SCALE
— — — — — GABLE END WHERE OCCURS
12 REFER EUNATIONS AND DETAILS
TYPICALROOFOOVERINGPERSPEC
TYPICAL ROOF TRUSSIES PER SPEC
4 TYPICAL ROOF NSLILATION PER SPEC
REFER TO STRUCTURAL
FOR ME TO WALL
CONNECTION
TYPICAL INFIERIOR WALL
RNISH AND BASE PER
SM
DRIP EDGE PER CODE & COMAk SPIEC
ATIONS
FASCIA PER CODE & COMM. SM.
TYPICAL SM FINISH PER SPEC
TYPCAL WALL FINISH ON FRAME W/
SHEATHING, PER ELEVATION, PER SPEC
TYPrAl 2C FRAME WALL AND SHEATHING -
REFER STRUCTURAL
jIaff. _
To ENATIONS
- WATERPROOF WALL FINISH TRANSITION VARIES
BY SEVATION. RES DETAILS AND SPECS
I
TOW
-ATIONS
T YP. INT. CLG.
MATERIAL - PER SPEC
DRIP EDGE CRACK CONTROL AND WEEPS
REFER DETAILS AND SPECS
REFER TO SFRUICrURAL7H
FOR TRUSS TO WALL
CONNECTION
TIE IIIAM
REFER STRUCFURAL
It CMU BLOCK REFIR STRUCTURAL
TYPICAL STUCCO FINISH ON BLOCK PER
SPIEC
TYPICAL INSERIOR WALL
FINISH AND 94ULATION
OVER BLOCK PER SPIEC
WANCOTT PER ELEV. PER SPEC
VERIFY FOUNDATION PROFILE ' VARIES BY
TYPICAL BASE
LOCATION / CONDITIONS
PER SM
REFER STRUCTURAL
VERIFY DETAL FOR TENNATION WALL
FINISH AT FOUNDATION PER MATION AND
MATERIAL
"IRT,
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 2-STORY WALL SECTION
NOT TO SCALE
Ea /� BRICK ROWLOCK -
tREFER TO ELEV.
BRICK SOLDIER (OR) 3 BRICK
COURSES -REFER SO ELEV.
THRIJ-WALL MEMBRANE
HASHING
WAINSCOT DETAIL
NOT TO SCALE
HOUSE WRAP OVER WALL SHEATH14G - PROVIDE
ENOUGH OVERLAP TO COVER METAL HASHING
AND THROUGH -WALL FLASHING
TAPE OVERLAPP14GSEAM
SUING PER SPEC
ITBeNTMEFALRAHNG-
EXTEND $'VERTICALLY
EXTERIOR SEALANT
I
CAST STONE SILL OR BRICK
ROWUDCK- TO ELEVATION
BRICK TIE
WEEP HOLE
THRU-WALL MEMBRANE HASHING
TO FACE Of BRICK W1 MIN. 24'
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
7ff 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 SCRM - PER SPEC
INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
CAP SHINGLE - DO NOT STAPLE OR NAIL
ROOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL & STICK BRIDGE HASHING. OVERLAP ON TO ROOFING
UNDERLAYMENT
6W CORROSION RESISTANT BASE R"ING - PER SPEC
PREENGINEEIRED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
NOTE' ALL ROOFING MATERIAL (PER 13"ATION) SKALL BE INSTALLED
PER MANUFACTURER'S INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO WALL AT RAKE
r stucco OVER FRAME (SHEATHING, 2 LAYER
RJL. LATH AND STUCCO) - PER SPEC
EL & STICK BRIDGE RASHING� SHENI LAPPED
fiRsnjccOACCESSM
NYL PLASTER DRIP SCREED - PER SPEC
STALL PER MANUFACTUREIM INSTALLATION
STRUCTIONS
HASHING
kP SHINGLE - DO Nor STAPLE OR NAA
)OF CEMENT
KC CORROSION RESISTANT BASE
ASKING (M)
RE -ENGINEERED WOOD TRUSSES SEE
TRUCIURAL AND TRUSS DRAWINGS FOR
PACING AND CONNECTION DIETARS
YPICAL EXTERIOR WALL ASSEMBLY - SEE
UCrURAL DRAWINGS
NOTE ALL ROOFING MATERIAL (PER ELEVATION) MALL BE INSTALLED
PER MANUFACrUREn MALLA71ON INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
(ROOF TO HEAD OF WALL - SHINGLE_
� �nl?lll'
CMI AM DEVELOPMENT
Do NOT SCALE TWER DRA11W.S.
YER� BULDWS ORIENIATION UMTW
CONTRACTOR AND SITE PLANS
BEPOW CIMTRXT OR T�IESE
DRAWA DO NOT CONTAIN
SKCFIC KFOFaIA71CN FOR ANY
STRXI.RAL ELE�IENTS (TO BE
FR7VM BY ES614EER OF
RECORD) ANY D6CREPANCY
(DRIENSIONS. OMENTATION, ETC.)
BETUEEN T�ESE DRAWN6.5 AND TA
ASSOCIATED DPAANSS SWIM Sn
DRAMA $WALL 5E REPORTED TO
CZNTRACTOR AT ONCE AND NO
CON5lRr ION WALL PROCEED
LNTIL CORRECTED. TIE
CrQNTR4CTOR ASSLMS TIE
RE5PON5811. rrY TO M7 ALL
REQU 5 OF LOCAL BUILDW,
OPFIVALS 4 TO CO�KY UM STATE
BUILDW, CODES
Q)
0 LL,
>
V
W
Q)
U �i
RERM
C)
cc
U
C-;l :1 ae
CO
0
r
in N
IMMI Wt. I BE j
VERSION: 5.01
m
MA-3.
HANDRAILS SHALL NOT BE LEBSTHAN 34' OR MORE THAN 31' IN HWHT
ADM THE STAIR NOW&
K4MMMMBEOMflNOAFIRROffOFSTAF& HANDRAILS
SHALLBEI lrtCLEAROFALLADJACENTRMMRTERMANDBO
SHALLRETURNTOWALLORTERMINIITEI
ORAPPRDMEQUIMAUENT,N POSTSORSAFE
K91DPAU WAL BE AND BE SWIN NTH NO ON
EDOESIDORNERS
STAR AND RIULING SUPPLIER INSTALLER SHALL. SATISFY ALL SUMUMNS
FOR T' 'E
OBVIRIMENT APPROVAL REQUIREMENT11 FOR THE PROOUCTII THEY
PROM OR INSTALL
'm
GUARMUS SHALL NOT BE LESS 2DO In
-- A.
THAN W IN HEIGHT ANY DIRILMON ANY
ASUE M _ A
THE HANDRAIL COMMUCI)ON SHALL BE ABLE M RESIST A
ON A ANY _
LOAD OF20O UBBAPPLIED INANY DIREC7ION ATANYPOINT
AL.ONGTKTOPRM.
ON=
OPEN RMUIISKALL MVE WISIMIMTE PAU ORAN
v MAY
ORINNIENTALPI SLENTHINTArDIAMETER SPHERE
NO
CANNOTPASSTHROUGH.
THROUGH
rSPHEIIEMAY
THEQUIVIORALCONITRUCRONSHALLEI)EABLE
IKITPASS
TO RENT ACONCENTRATED LOAD OF 20D LBIS IN
THFO"
ANYDIRECTION
THIS DIMIRAM LLUSINATES THE
THE Tisma" OPENINGS AT
F EIQ I IS 1113 e 4 T 8 0 F 7 H E
STAIRTREAD1,11SER.&WITOM
�F ODEANDISONIYANAID
MUM C
SHAUL BE SUCH THAT A S' DIAMETER
FORBUILDINGDESIGNAND
FOR
SPHERECANNOTPASSTHROUGH.
CONsYRrnON
HANDRAIL/GUARDRAIL CODE DATA
SCALE! 1112"m V-0"
FINISHEDSURFACE
EQ.TREADS
SEE PLAN
3WPLYWOODTFF"
Z
w
Ci w
wo
2X121IMMEDSTRINGER(II
SITINM MIN AT EACH
ffrm w" h4plIA.SION
Xp)
GAP
ON PLYWOOD FIBERS (ryp.)
SECURE NOTCHED STRONGER TO BILL PLATE L (I)M02STRINGERSTYP.
WITH FRAMM ANCHORS. SEDURE PLATE TO
SIA WITH SLOT PINS. ALL WOOD 14 DFW
CONTACT WITH CONCREFE TO BE PRESSURE
TREATED OR PRKNIDE NPERVIOUS MEMBIRANE
SEPARATION AS ALLOWED BY CODE.
FLOOR/STRINGER DETAIL
SCALE� 11/2"= I'-C'
& FRAMING -
Dr. W. —
1XICSIORTBOARD,
262 STRINGER
&4 SPACER
W TYPX W. BO. AT ALL
WAUSANDOMMOF
ENOLMLSABLESPACE
UNDERSTAIR
SKIRTMALL DETAIL
SCALE: 11/2"- F-C"
FINISHED SURFACE
—EQ.TREADS
MATCH HMHT OF
SEE PLAN
BASEBOARD
WPLYWOODTREADS
. 41
1 114'MIN.
Z'MAX. 11/4'MIN.-2"MAX. 11/2�CLR
3/4'
HMIDNOOOTOPRAL
Typ
WALLBRACIIETAT
a
94r MC. MAX
We
W PLYWOOD FISERS
4FXP�ANSION
BAUJSTERSSPACEDAT4
SW=MA)L
Typ.
2X12 NOTCHED STRIVER
Ap
be=
(Typ.)
EXPANSION
CAP TYP.
P)MC129TRINGERSTYP.
2kl2 NOTCHED STRINGER
INSTALL.MFIRESTOPATIOD
SPIN OF $TIMM
(3)2d2MFMMTYP.
CBM OF ENCLOSED USAIRE SPACE
I
UNDER STAIR
W TYP T GYP. SO. AT ALL WALLS AND --L-�V-
STAIRKID
WALLMID
CEINGOFENCLOSED USAIIIESPACE
UNDERSTAIR -
LANDING/STRINGER DETAIL
HANDRAIL
STRING E R/LANDING DETAIL
SCALE! 11/2"- 1'.0"
SCALE: 11/2"- V-0"
SCALE: 11/2"- F-0"
0021 " DE�ELOFMKI
Do NOT SCALE TASE DRAVW.5
"SPJFY BULDW. OREWATION UTA
CONTWTOR AND SITE FLAW,
BEFOW CONSTILICT TIESE
DRAWWA DO NOT C AN
SKCFIC ff,001ATION FOR Y
8TRICTRAL ELV�s (TO Im
PROV= By EW.NEER OF
IFECOM ANY VISOWEPANCY
CDR*NMM ORIEWATIOK ETCJ
BEMB TWSE DRAl*W AIV
ASSOCIATED DRALM5 ZZ ' TE
)RAMW36 SWALL BE WPORTED TO
CONTRACTOR T 04CE 410 NO
COWSTRX ION $14ALL PIISOMD
LNTL COIMCTED. TA
COWTRACIOR ASStMS T�E
PESPOWBILITY TO MEET ALL
PEOU"REMWTS OF LOCAL BU LOW
OFFICIALS 4 TO COMLY UTA STATE
L 51JILDW� CODES
o LZL,
--4
>
Lu
> LL
7 EMMM I 40M
E FEAM
ft
C)
CD
z
�--q
cc
ce)
CD
C*-)
,
0
—
=:) �;A
co
(D
C)
04
C:) ZS
min
7
wwmw. I FM j
VERSION: 5.0]
awmm
MISC. DETAILS
JHEErt
A-3.31
EXTERIOR
FIBER CEMENT SIDING OVER
7YVW OR EQUAL
HOUSEWRAP OVER ExIERIOR
SHEATHING AND FRAMING
PER STRUCTURAL DWG&
S* WIDE SELF ADHERING,
SELF HEALING WATERPROOF
MEMBRANE UNDER 2 LAYERS
OF BUILDING PAPER -
TAPE4EALCORNERS
CORROSION RESISTANT
METAL HEAD RASHING
WITH WRAPPED ENDS
OVER BACKER MATERIAL
INTERIOR
rWIm3EUF
ADHERING, SELF
HEAUNGWATGRPROOF
MEMBRANE
SHIMSPACIEPER
MANUFACTUIIES
RECOMMENDATIONS
CAULKING-TRICAL
WINDOW ASSEMBLY
INSEALLED WITH
CONTINUOUS SEALANT
BEAD AT RANGE PRIOR TO
INSTALLATION
NOTE: WINDOW ASSEMBLY TO BE FASIENED TO
STRUCTURE PER WINDOW MANUFACTUIM
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
HEAD AT FRAME WALL
'CALE: 3". '-0"
HORIZ LAP SCING INSTALLED PW
MFRS INSTRUCTIONS 0/ BUILDING
PAPER O/SHEATHING AS
OCCURS TPER STRUCTURAL
DETAILS)
STUCCO FINISH COAT 0/
FOAM TRIM SEE ELEVA71ON —
Ix WD. TRIM
SEAl" —
bRES DR, JAMB
JAMB STRIP —
GARAGE DOOR
OVERHEAD GARAGE DOOR JAMB
SCALE: 11/2"- F-O'
FOR FRIAG. PER
STRUCTURAL DETAILS
GYP. ED.
—2.6
EXTERIOR
SELF AWERING, SELF
HEALING WATERPROOF
MEMBRANE SILL
DAM400NFKAE 4r MIN.
UP JAMES
EXTERIOR GRADE
SEALANT OVER
FIBER MY24 SIDING
OVER TVVEr OR EQUAL
HOUSEWRAP OVER
eaERIOR SHEATHING
AND FRAMING PER
HORIZ LAP SDING INSTALLED PER MFIVS
INSTRucncHs 01 BUILDING PAPER 0/
SHEAIHING AS OCCURS (PER
STRUCTURAL DETAILS)
LAP BUILDING PAPER MIN T
0/ GSM DRIP EDGE HASHING
24 GA GSM DRIP EDGE FLASHING —
ICE & WATER SHIELD AT CORNEERS.
ExIEND or UP WALL
WOOD TRIM SEE EUW FOR SIZE --
INTERIOR
VAN" ASSDABLY INSIALLED
WITH CONTINUOUS SEALANT
MAD AT RANGE PRIOR TO
INSTALLATION
CAULDr—TYPICAL
DO WOOD DAM
INSTALL PLYWOOD,
PAINTED RACK BEHIND
WINDOWS AT
DORMERS, TYP.
V NOTE: WINDOWASSEMBLYTO BE FASrENEDTO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
SILL AT FRAME WALL
SCALE: 3"- V-0"
VFOR FRIAG. PER
STRUCTURAL DErAJLS
,GYP7.BD.
2x RES DR. HEAD
GARAGE DOOR
GARAGE DOOR TRACK
OVERHEAD GARAGE DOOR HEAD
SCALE: 11/2"- Y-V
EXTERIOR
FIR CEMENT SIDING OVER 7YVEC
OR EQUAL HOUSEWRAP OVER
EXTERIOR SHEATHING AND
FRAMING PER STRUCTURAL DWGS.
CWIDE SELF ADH9WG, SELF
HEALING WATERPROOF MEVARANE
OVER BOTH LAYERS OF BUILDING
PAPER
EXTERIOR GRADE SEALANT OVER
BACKER MATERIAL
6"WIDESELFADHEItING,
SELF HEALING WATERPROOF
MEMBRANE
INTERIOR
WIM SPACE PER
AANUFACFURES'
MtOMMENDATIONS
:AULKING-TYPICAL
NINDOW ASSEMBLY
WALLED WITH
DONTINUOUS SEALANT
SEAD AT RANGE PRIOR
To —
NOTE: WINDOW ASSEMBLY TO BE FASTENEI) TO
STRUCTURE PER W14DOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
JAMB AT FRAME WALL
SCALE: 3"- V-V
MANUR 0/ GRADE
ICT. SHEATHING
SIZE
I MOGTOP
W FINISH
SLIDING GLASS DOOR HEAD
SCALE: 3"- '-V
GW21 AM DEI-ELORW
DO NOT SCALE TOESE DR4*W
�ERFY ULM ORI ATION VTW
CONTRACTOR AND WE PLANS
BEPORE OINSTRUCT THESE
DRAWWA DO NOT CONIAN
SPECFIC NOWATTON FOR
SIRXTLRAL ELEMNIS (TO BE
PROVIDED BY ENWEER OF
REECORDI ANY DLCREPANCY
(DM'00*. OROITATION. ETC.)
BETiEEN T�UE CRAMM AND TNE
ASSOCIATED DRAWWA �/a SITE
DRAJOW &4AL BE REPORTM TO
CONTRACTOR 7 ONCE AND NO
CONSTRC JON SNALL PIWCEEO
tNTL CORRECTED. TNE
CONTRACTOR ASSV'ES T�E
RESPOOBILITY TO MEET ALL
REaj 5 OF LOCAL BUILDW
OWGIALS 4 TO CC�IPLY VTW STATE
BUILDIM CODEb
4-J
0 LLI
V
> Flo
LL,
0 0 �q
CL
RLMME
FEMONS:
C)
c) 0
5 d,
0
F —1
L I
VERSION: 5.01
m DETAILS
am#
A-3.41
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 CIVIL/SITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONSIDETAILS 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 BU`T 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 ANDWASONRY SCREW SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOV41NG ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI 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 SET-3G, OR HILTI Hrr-HY-150
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD �20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOF TOP CHORD DEAD LOAD CTILE) =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:
LOCATION
I
TOTAL LOAD
LIVE LOAD
I
MAX TOTAL
DEFLECTION
I ROOF TRUSSES
1_1240
L/240
I FLOOR JOISTSITRUSS
L/360
i L/480
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/8"
2. ANY MEMBER SUPPORTING BRICKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L/600
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
BASIC WIND SPEED =140 MPH
EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS
SEISMIC DESIGN CATEGORY
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
6. GUARDRAILA-IANDRAIL LOADING:
ALL GUARDRAILMANDRAILS SHALL MEET 200 UBS (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - 'ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS."
CONCRETE NOTES'
1 . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM C1 50 "SPECIFICATION FOR PORTLAND CEMENT."CONCRETE
SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE-
4, CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES."
6. 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:
SLAB4014-GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1 /2" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOLINDATION) AMNST EARTH: 3"
FORMED CONCRETE: 1-1/2- (#5 REBAR OR SMALLER) 2- (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8"
8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION.
CONCRETE NOTES (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 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 10TOLERANCE IN ANY DIRECTION NTH 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 31 S. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A I" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2"SLAB: 8 FEET D.C. EACH DIRECTION
4" SLAB: 10 FEET D.C. EACH DIRECTION
WELDED WIRE FABRIC (W.W.F.) 6X6-W1.4XW1A WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-ID64 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 1/2'TO 2-114" 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 C1 116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE NTH ASTM C1 116 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 08 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 6 INCH (MINIMUM) AND SEAL WITH ADHESIVE.
4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.0-
5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED
OTHERWISE ON THE DRAWINGS.
6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE
WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING
EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE -INSPECTED BY THE
GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK
BACKFILLING:
1 . DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OLT 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 UFTS NOT EXCEEDING 8 INCHES.
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 530.1, -SPECIFICATIONS FOR MASONRY STRUCTURES.-
2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Prn = 1.500 PSI U-0-N. MASONRY SHALL 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.
6, STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A61 5, GRADE 60.
T VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CON nNUOUS 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 (1)-#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%
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
29'
3-
191
#5
25"
3-3/4"
10.1
#6
1.,
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 FLOOR$ 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 3-4B -BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION."
WOOD FRAMING NOTES:
1 � STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION." INDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION."AND
SHALL CONFORM TO"VOLUNTARY PRODUCT STANDARD PS1 CONSTRUCTION AND INDUSTRIAL
PLYWOOD."
3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO -VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS".
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/2" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT,
4- (MINIMUM) AND 12- (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE, NTH NU`r AND 3-x3-XO.229- WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING= Z-O"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 I/Z'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 NOA /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
F,= 875 PSI F� = 425 PSI FT = 450 PSI F�= 1150 PSI F,� 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 V41TH 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)-O.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 F�= 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
MICRIDULANI LVL PARALLAM PSL r) TIPABERSTRAND LSL
E = 2000 KSI E 1800 KSI E = 1300 KSI
F, = 2600 PSI F, 2400 PSI F, = 1700 PSI
I') - 'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 EAS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
1O.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 0.1 31"x2-1/2" COMMON NAJLS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
11. FOR INTERIOR WALL HEADERS PROVIDE (l)-2X JACK STUD AND (l)-2X KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (l)-2x JACK STUD AND (l)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.0 ON DRAWINGS:
WINDSPEED OF
140 EXP_ C
FWALL HEIGHT
8FT
9FT
1OFT
STUD
SIZE
HEADER SPAN
(FT)
4
1J/1K
1J/IK
1J/1K
6
1J/IK
1J/1K
1J/2K
8
1J/IK
1 J/2K
1 J/3K
10
1 J/2K
1 J/2K
I J/4K
2X4
12
1 J12K
1 J/3K
I J/4K
14
U/2K
I J/4K
ENG
16
tJ/3K
1 J/4K
ENG
18
1 J/3K
ENG
ENG
WINDSPEED OF
< = 140 EXP. C
WALL HEIGHT
8FT
91
1 OFT
STUD
SIZE
HEADER SPAN
(Fr)
4
1J/IK
IJ/1K
1J1IK
6
1J/1K
1J/1K
1J/1K
8
IJ/1K
1J/1K
IJ/1K
10
1J/1K
1J/1K
1J/1K
2X6
12
1J/1K
1J/1K
1JAK
14
1J/FK
1J/1K
IJJIK
16
1J/1K
1J/1K
1J/1K
18
1,111K
1J1IK
1,111K
13. WALLS SHOWN ON THE FRAMING PLANS AR E LOAD BEARI NG 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" D.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MIN.) @ 24- D.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERSIBEAMS SHALL MATCH THE
GIRDERIBEAM PLY COUNT WITHIN I/Z'TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDERIBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IFIC TABLE R602.3(i).
17.FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER's 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 LE17ER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD kJOIST SHALL
CONFORM TO ASTM D 5055.
JURISDICTION SPECIFIC NOTES:
I . FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
BALCONIES A 1/2' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. NTH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY NTH R7031.
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 ANSVTPI 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 UPLIFTILATERAL 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-133 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 BEAMIBOND 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" (M 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 NTH 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 OONCRETE:
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 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 112"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 112" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
A 112"x6"TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8"
D.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" D.C.; LIKEWISE A
1/2"XIS"TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2-8
D.C. REPLACES A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" D.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
11-6"
150
V-3.
NOTES:
1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
INSTALLED VERTICALLY ATTACHED TO STUD
4, MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO"MISSED TRUSS STRAP REPAIR" DETAIL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-1/2" 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 REOD
5/8" . OVERHANG < 1-112" GROUT SOLID BOTTOM 3 COURSE$ OF AFFECTED WALL LENGTH
�1_1/2" CONTACT ENGINEER OF RECORD FOR REPAIR
6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT STLIDS: 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 DRILUED/BORED TO A DIAMETER EXCEEDING 4D% OF THE STUD WIDTH IN
BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM
HOLEINOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (1 2)-1/4"Xi -1 /2" SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1/4'13" SOS SCREWS, WHERE
"#" CORRESPONDS TO TH E N UMBER OF STUDS IN THE MULTI -PLY.
AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS
REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS
COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE
REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1 /21* WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
.
000 Fi tone
C.E
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: N
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
N BENJAMIN NIESE, PE IF
P.E.# 86025
05/30/2024
DATE
v
fa E
E
2
E
z F
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.466.3310
wKwfieldstoneae.com
:4
z
0
z
>
0-4
v)
Lu
Ld
Iz 01
V)
C)
-
U
cc
m
0
04
�ATINA III
J
�ORAVVN BY: I FA�
ERSION: 5.Oj
SHEET NAME
COVER SHEET
SHEET #
SO.1-140_
144
FFIOMIWCFSA
maw
2STORY
EnRIOR WONRY WAI FTG 11101/2023
F��10
C111110001111 GAIMILM --,
PIM Fus CWMLPER
FLM
VISF.11I W11T.F13F.P91
FWM VDIT. W. ps
K0111 AM
Full
7—
OMMFWW
031MR)DOG
- -��: ; FOM
PERRIM PIAPLAN
FBPLM
PER PLAN PER PLAN
PER PLAN
F03C WONRY CMER CDWMN 2/28/2022
F�Z3
V01114MMEPERFLAII
WED00001101luaw rQ11119WOMAIE
z-
Rw ffia FMCIAGOROW)IOX
Room
L v-o- L 001MR111*90407.0111 L 1--o- L
'17-4 �@ am -j�4 —(?P ow
2STORY 2STORY
&UHNIR MWNRY WAU @ GOGE 11/01/2023
FIX 040
If RM
10112,
FWBMEORCNRM MMMORCMURO
UK
MMwMRnwj4#4C0Prr0N L —1-or L
GM 1--�4@ am
FEM,(LIA 2STORY FMWFRM 2STORY
E DWR FECESSED SILL 11101/2023
FZ 060
wMaym 4- z z
DDIRPROPM 110FERM
PRIINPERSPIMCM
DDIA11,11511O 00011WENU 3. 111111110
FNIMPSM
RUM
wim
ff$CK
-11 IWI 1 5
ERM60M 4� -1 0"
1 "4& IMMAND0011
T. RUSHMIN13M 2STORY
2 STORY 2STORY IQW 2/28/2022
FIZ�70
81OWNSWRIFER lawwams AISMMMOSPLIX �
11111111FIG AIRE WXF. WAIDEOTNEWFINS ONOBARWLAPRUE4LMESW
MMICLISORM"SEGINK WINAWALL01111.1.11a WITATOW"TOMMY0 SMAS0011r.Rem
WKWIA PERM "Off.ON
ow FMM UNWOMMINAMIX
CK"FORM 7
FW am
Wma
NW110FOMBONVISIOU
k MMPAMFLI OFOW.5110
WiL-
wMemX0111101!
T-
SIAPER
FLM �OFWNIIFM
01111111" 111=81AIMM881IO11111113MILY y9mumfil LAP SPLICE FLIN
"NALMLON -%AiMON 110111-4 PER PLAN
&--\THICKENED SW @ [ff. WAU @EMING) 11/0112023 MENGE @ SMEENED IN ENCLOSURES 11101/2023 RELINFNEMENT @ FM. CORNM 11/0112.
L
---T F��100 Fl��720
It VAL&
amnW03"Momillf RG 21111INEWALLWTVILPLATI�
0A FERPLAII
("0011T.
30PERPLA4 0110MURV.
am
WENAPERM
-ARLOWPON
8 F08 THICKENED SLM @ WAGE NON BEMIN9 11/01/2023
NO;TO SCALE FZ--GW
I! T
rVAYIN.W.PBFUN
OWSAPSIPUN MWRNII P)#4N3FDRMWWCCW.TYP. SEE FOUNDATION PLAN SEE FOUNDATION PLAN 9'/4'
WROM F111111.11111111210-1200
WGINE PBEMMFFE LOVE ASOMM 1111MLOW011
-- --------------- ------------ �
AWMPFE'
I'VOSEW
MNE&- 1,111611M
WEVIN 111111111WRaPERM ROT 1011WWRIOLPER RM
-MY1MM1IFW
13 — NO PENETPATION - CMU 11/12/2021 RECESS IN SW @ SHOW 2/28/2022
�Z'260
FMM-130 KL�/..�TOSCAUE
WILLIRD
2~1111111101`18LLPLAT14 MMOOL130RVMSEMM
FMFLM
WMPLM
JIM
_j vm
I
i "Wolff.
wcw. owAI
Emw
2STORY
-%ALMON
F .q� THICKENED RM @ GARAGE @EARING) 11/01/2023
NO� TO SCALE FMGZ0;;90
Fieldstone
C.O.A.# ARCHITECURE--
AA26002802 <--
C.O.E.# ENGINEERING:
29349
13 IBRAHEM ELAYEil�,—
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
W , 'i
E
w-
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
z
0
>
LU
0
C-1
Ell)
U
C,
LU
V�
C<C
<
0
-N
L
WN BY: FAE
No. 860
VERSION: 5.0
SHEET #
S1.0 AL
111110
7
25 SH wt LINTEL RECESS
2868 DOOR
POUR SOUD I I
I LINTEL RECESS
OPT. 3068 DOOR I
DIOTRA SAB
18F�16-OB]NlT WAUNTELRECESS
6-0811T�
FLINE OF FLOOR ABOVE
CONTINUOUS LINTEL OVER
MASONRY COLUMN. DRILL 3'
HOLE IN BOTTOM OF LINTEL
AND EXTEND VERTICAL
REBAR THROUGH LINTEL.
25 SH 25 SH
LINE OF FLOO
LINE OF FLOOR ABOVE
------- -11;� ---------
POUR SOLID POUR
16070 OHGD
FIRST FLOOR WALLMEADER PLAN - ELEV. "J"
SCALE: 1/4'=1'4r
NOTES:
1. REFER TO DWG SO. 1 FOR GENERAL STRUCTURAL NOTES
4000 Fi
0
C.O.A.# ARCHITECURE:
AA26002802 ----
C.O.E.# ENGfiiiiiT�—�
29349
13 IBRAHEM ELAYE
P.E.# 91476
E BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
UNTEL AND BOND BEAM LEGEND
WM.
LKrH3V1rNAQFM8PMWWTPMI?,f%U8E
PFEMEM
SMIX)ML111111ILMNITWMEAMB11111112OWCOALL
I.WWWORGIBIS
TMORNWO
F-fLWW1llQlI1ff1U-tWW
QN1110FAIIIIIIIIIIINW111(11110F
F B/ T
L QJLV00Ff5WMaMP
-110MEW
NWKWW
15 �ATIGPWI
1-1/2"CLEAR
Ow
am
7-5/W A UAL
C'NOMINAL HEIGHT
o.8602
At;
0
I If 0 AL.
2
E &
2 g
Michigan
3400 Auburn Rd
Sufte 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
It
0
Z
Z
z
>
LU
d
C)
Z
ct)
U
ct)
<
a
0
N
0
F-
L
RAWN BY: I FAE
�VERSION:55:0:]
SHEET 1A11E
FIRST FLOOR
I
I IHDR PLN
SHEET#
S2.1 J_
=4=
OR GIRDER PER MANUF.
META16
8
Iza
4
s
a
C)
C1
THA422 OR HANGER
THA42� OR HANGER
PER MANUF.
PER MANUF .
CANTILEVER
— (2) 2X4 BUILT UP COLUMN
On GIRDER PER MANUF.
OR GIRDER PER MANUF.
11 11 1]
@ FLOOR TRUSS: Z, VERTICAL
REQ. AT THIS LOCATION FOR 2nd
FLOOR STRAPPING. DESIGN FOR
A CONCENTRATED REVERSIBLE
WIND LOAD OF 2.ODO LB
FLOOR/LOW ROOF FRAMING PLAN ELEV. IIJII
SCALE: 1/4'-1'4r
NOTES:
1 REFE TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES
L REFER TO DETAILS ON DWG 94.1 FOR ROOF SHEATHING REQUIREMENTS
(2) META16
-i (-N�
—7��7
(2) MTS16 TO (2) 2X4
BUILT UP COLUM.
DTT2Z @ BASE 01
COLUMN w (8)
1/4_xl_l /2"SDS & 1/2"
ATA SET_XP EPDXIED
TO TOP OF CMU WALL
BELOW, MIN Ir EMBED
(2) MTS16 FROM TRUSS
TO (2) 2�4 BUILT UP
COLUMN. DTT2Z Ca
BASE OF COLUMN 1 (8)
114"xl-1/2'SDS SCREWS
& 12 ATR ACROSS
1 -)
FLOOR AND EPDXIED
TO TOP OF CIVIL WALL
.18'EMBEDMENT.
(R�
If
11
iz
)z
f!:�
RN
ki
In
ski
ROOF FRAMING PLAN ELEV. "J"
SCALE: 1/,r=l'-O'
NOTES:
1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG $4.1 FOR ROOF SHEATHING REQUIREMENTS
(2) MTS1 6 TO (2) 2X4
BUILT UP COLUM .
DTT2Z (91 BASE OF
COLUMN wt (8)
1/4*xl_l /2SDS & 1/2"
ATR SET-XP EPDXIED
TO TOP OF CIVIL WALL
BELOW. MIN. W EMBED
Fi tone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING!----
29349
13 IBRAHEM ELAYEB, Pf—
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# 86025
TRM NOMS
UNLESS OTHERWISE NOTED ON PLANS:
1. ALL TRUSS STRAPS TO MASONRY ARE TO
BEMETA16.
2. ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H1 OA. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.SA TO BE USED TO MULTI -PLY TRUSS.
(1) EACH SIDE .18d NAJLS 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)
SDWC15MATEA * PLY
C) (1) SDWC156DO SCREW FROM TOP
PLATES To JACK TRUSSES
4. FOR DBIL TV41ST STRAP TRUSS
CONNECTIONS (LTS/MTSfHTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISUMER
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 UPLIFULATERAL LOADS
IMPOSED.
IF ANY TRUSS CONNECTOR SHOWN IN THESE
DRAWINGS CAPACITY HAS BEEN EXCEEDED,
THE TRUSS
THE ENGINEER OF RECORD IMMEDIATELY
E
2 2
6
15-5 x—f ..E2
z
Z
c
Michigan
3400 Auburn Rd
Suite 2GO
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
't
W)
Z
>
w
C)
04
2
cc
U
I
Cn =i
<
R
Cn
0
F_ _1
L _j
DRAWN BY: I FAE
No. 8 VERSION: 570
SHEETNAME
40 FLOOR/LOW
W ROOF FRM PLN
SHEET #
05/30/2024
DATE
STRUCTURAL SHEATHING SEE PLAN AND
DETAILS FOR Aii7A�HMENT
PRE-ENGINEEREO
11/7 WOOD TRUSSES
1Z
AT 24"O.C. MAX.
HM
' EW
-OR
2x RI
2x BLOCKING AT ATTAC BBON BOARD
S
SHEATHING EDGES �j (3)HED TO TRUSS
./M 1 Dd NAILS, 24'
8d NAILS INTO TRUSS D.C. CENTER MAX.
S
CONTINUOUS SPACING
RAL
STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL
AL
NAIL PER TYPICAL SHEATHING NAIL PER
S
HEATHING DETAIL TYPICAL SHEATHING DETAIL
TYPICALTRUSS
ANCHOR PER PLAN TYPICAL TRUSS
I DETAIL AT TRUSS HEEL - =9114. ANCHOR PER PLAN
Nam
REFFR TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FO
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.
TRUSS ANCHOR
PER PLAN
FASCIA, (SEE ARCH DWGS)
BONDBEAM
PER PLAN DETAIL AT TYPICAL TRUSS
w/ HEEL � 9 11,V
NFE
F)NR" TRUSS ON MASONfff 11/01/2023
O'� TO SCALE RZZIO
IrmsEtTualgwat
1010SET
OLO'LONOMORRAT RM@W=
oww"*
NOT"FERPLIVI
00111111OPEARM
no
BKMLM
IMT08071128
:: wa
w1oarTuirrowix
ffAWPIRPIM
-------------
V P
AMM@EkVALOR%KMOMM
assliplaiumas
WMGMOFUMMMIMM
R"4019AIM1.1118,0A
��) TRUSS VALLEY SET OVER FRAME 1110112023
RI
NOT TO SCALE RWG-060
MIUMI&HR
M10AIRnam mmim
SMUCMSBMMERMMD
�FMVMTMFM
"WRIM-7
OMFOR
11011 Emu
WOOD
TROM.ATOf WX
-OR-
Or
glum=igawfAmiNn villed
h�MATUDBM1=li
M.N.FOIW
(JINK&Ifoitaruffirra
OEM
K
FERIYPEALKAMMUL
OMMINOKIMEATMHNOPWKL
FRIOUPERPUN
PER
PLM
FamKKOKEOERMNO
DEVUR)RAT11011111"
FRE womiumomm
wK
1011118111111011ORRERPLIN
RIMPERFUIN
R1111APEEAKNONEIR
MMW=ffjrWOUOmML
RE117YPEALIPIENTMOE[AL
I OEXAT1TFM1FIA6WM<$W I
TRUSS ON FRAMING
PIEBMMMBAT2fQt
101OMPERFUIRIVID
SOHMMMUE
VIEVINIOURM
O'COUVOILLSEERMFOORMEMN.
VIETANATI1.001110
ISR07 WALL BRACING @ NON-BRG. EXT. WALL (NON -SHEAR) 11/01/2023
NO_� TO SCALE RX�70
T-U%H=
YM
2
T-11111011K
I=
1 3
WE — T
own
4
BMW
01—
R13
NOT
ww
I Off. w,
Gw HP
—a-
ROOF NO"
Mill
WHIS1131110200
Orman
1
1 2
3
mom
711CIPIVINUEONEM"
Rmumoamm M
Not
ror.
ror,
ON
&IIrxw
iLewpmwommm
ON
FIVELFED
COZZ
III=
f Of.
IIIEK WMPATEDMM
4'14'�jt�4'-14'
3'
3/4' 43/4' +/-1/411 R
+ +/- 1/4' 1/4' 20� 0'-25*
ALLlNMMNE10KMMIDlHEIKrULEMMMOFURM 221 221/2*
1101111 MFLtLwu=KMFMiiiFMMPMk OPTIMAL OPTIMAL
& MMTW&IWMWM�E(r.�MOMIOPUM 221/2'
TRUSS OR
It MMTM11UCMMFU7=MlDFPLREONMWTHEVAL TRUS R A—W OP'n RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
WC' —
SRO Tl E.HANG
PE
AMMONWOOMILL1010FRArETOMOMMORMEN 30* M RA
MMSMKUANIDULW�=MWMAtRF (2) SDWC 1556000 (2) SDWC15600 (2) SDWC156MOO
IMTMRMWMFnIM701CFRATEWMMB SO C
�ANG OV
LAN
0"JOLOANDWILL7111110=11191811OP&MIR WC15W� PLAN
OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG
PER PLANLf -PER PLAN PER PLAN PER PLAN PER PLAN
I 1/2._1 3,
4. _I
/2"A 3/4" 3/4r- I 1/t4'314'- 1 1 W4)"' 1/2�1' 1/2`11 1/2'-1/8"' 111-7/.'
mmsmcmFBRMA DUL=tCMFDAMA DOUILEMOINIRRINITION11 omomomrommo
MMMOETFUNIO) parumEwfflnq pswompm mommaswomoiapRa
141TALL1111INJUITOPPLATEMINNIVIVIRM 111111111111010713PIRME11M INMIROMTOPPLATE MOTRUTA9M
IMAMWO
TO DOUBLE TOP PLATE SCREW CONNECTIONS
RWW-020
(2) 10d NXILS
CONTINUOUS CONT 2X4 (MIN) UCT
STRUCTURAL '�HEATX. PER PLAN
SHEATHING, SEE
PLAN FOR tH 1 2X4 OUTRIGGER AT 24' D.C. REDD AT
ATTACHMENT I OVERHANGS GREATER THAN 15%
10d TOENAILST% (2) A35 Ca EA_ ATTACH To GABLE DROPPED TOP CHORD OUTRIGGER TO
8 O.0 S HORIZONTAL BRACE. .1 TYP TRUSS CONNECTOR PER PLAN TRUSS ./ (3) 1 Od
TOP PLATE ONE EA_ SIDE ILS
WALL FRAMING i J STRUCTURAL
PER PLAN ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OLMRIGGERS
WOOD 2X4 BLOCKING C& CONT. 2X4 (MIN.) / REDD AT 170 MPH OR GREATER
EDGE NAIUNG SHEATHING EDGE (2) 10d NAILS
rDR
wl (2) 10d 0 EA. AN
IN LIEU OF BLOCKING AND ENDTO ADJACENT 2X4 LADDER FRAMING AT
EDGE NAILING SHOWN TRUSSWEB 24" D.C. REDD AT BLOCKING AS REQUIRED
WITHIN THE GABLE, IT IS (OR BOTTOM OVERHANGS UP TO 15". FOR BRACING BY TRUSS
ACCEPTABLE TO USE CHORDNAIUNG ATTACH TO TRUSS TOP MANUFACTURER.
.EDGE NAIL SPACING TO PERMANENTTRUSS
BOTTOM CHORD OF TRUSS ASSHOWN) CHORD / (2) flid NAILS
TO TRANSFER LOAD. AT16'O_C. BRACING PER TRUSS
2)(4 BLOCKING C& GABLE TRUSS / t- . SEE REQUIRED MANUFACTURER 0 104.
TOE -NAIL SHEATHING EDGE wl VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING.
M UFACTURER (1) ADDITIONAL FLAT 2X4
EDGE NAILING -EA-END NOTED IN THE (i.e. BSCI REO`MTS)
(T20)1A0DJ@ACENT STU E , WITH BLOCKING
SHEATHING D FRAMING SHEET A -A E)(TENDING A MIN. OF (3)
SPILICED SHEATHING TRUSS NOTES TRUSS BAYS PLACED
1 i i M i:F4ZI H-I+t BETWEEN PERMANENT
(3) 1 Od NAILS C& (3) 10d NAI (P TRUSSBRACING
EA. TRUS p"MnprpiAlEWICM%Xig.MMgMg@*r'DA (RESULTING IN 5-'O� MAX.
`�R� - TRUSS C LS R77
NAIL BOTTOM CHORD _/ I OVERALL SPACING)
OF GABLE TRUSS w, =103WPLWOM
12ftAT4'O.C. HORIZONTAL 2x
5 _S 7:J7� MASONRY BLOCKING BETWEEN
FIRST 3 BAYS OF
SEE=FOR FMWM M SEEPUINM 01111. FRAMING To
E
ATT T OF ALL PERMANENT BRACING
IN. w/ 10d @ 4' D.C.
GABLE END TRUSS BRACING DETAIL 111 23
ROU —
NOT TO SCALE RWM-M
STRUCTURAL "Imomm=
SHEATHING PER PLAN
FERRM
CONT. 2X4 / (2)
12d NAILS
SEE REOUIRED
BRACING PER TRUSS
MANUFACTURER
*twumm"
OUTER
Off.21111*012dftll
HIM
(MAKKOW
VALAMERRIA111169NOZIREM)IT
W AT
VARWMgMASONUOIU.ATEOATEkENDT401MI�MLSOMM
I* I
MWO OWA71RTW It, ATLWV M
M'aar
=0111911FOAViN11KNK&MMIANIOURIOMMIXIM
mom
1. nOTCUMTOMtSEONEVALMM
Wf�A!
Or
NEMMPLM
LATVBMMMM"Ior4LIE14VAL'MOBLEOPWMfBCME3MM
&NVBMCALSOVER"MW#UEONEVAt'NOMI)MAMMONALMWKWOB
MWkffk&HMnMIlEROOMMOTHEWSEMMvifltMATEk
OCNAMMONMMMMMWWARDUOBALSOFM=fflHN
MMANDWOEMOMMEkL'BCWffHMtghAMOIEMMHSOROPE
USPIMCDOEM
FOIE-FORMM—
WE IOL ALL'VRMMDUDWMV$13hiifOr WIDIUMMATTIOPM
am
I.LGMMEOFNBTHMMEPEA3=MMWAMORRWMnML
TWAMM
r F*BWEBBY=lR=924
LED(EVMALSOA-FMOMMUENOWUSORMa
FERRM
0AwjL
&RSWAM02n3AFEMRMIO%OFTDIXHMWDTKMBMTWVFF4MWEDOE
=1111051puil
Ife"SPUIN
1118INCEIR
ROOFISHEAMTHING ATTACHMENT DIAGRAM
SPIM
8WF
WMMOFIMWHEFC; 11/01f2023
Rn11FffiFIM
RWG-110
FFiWKUWMM
--'\ DUTCH HIP TRUSS BRACING DETAIL @OSTON
HIP)
FIT 0 —
-
11/01/2023
NOT TO SCALE
RX-1 00
11/01/2023
RVW-;30
CONT. 2X4 W (2)
12d NAIL
TYPMXOMIIMPERPLM
STRUCTURTAL
SHEATHING PER PLAN
SEE REQUIRED
BRACING PER TRUSS
"7 a"
MANUFACTURER
U
a'L'0wff.MZ(4M*0fftVwFA'U"'
VAOMMONONSATMWK&MOATEkMvi
911=111111,91971"FRI'LM
�ORIMWEL
�FORFMOSUMMLN LBKRHMNBTBtTOWUSEMUAI!B=
KTWIviudolrotpmmolwvi
DEGOPBPLM plumm
SEERMFIONJOBOINIENTM&
ERCMDEqHK virweTnewwwwff
101111110
( RO C STRUICTURAL GABLE END TRUSS DETAIL 11/01/2023
��NO4-;..cOHEATHEDSTRUCTURALGABUE) RWG-093
CIRO Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERINer'
29349
13 IBRAHEM ELAYEB, PE,
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/3.0/2024
DATE
p� E
0 E
.
45
E
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
0
z
Z M
Z
LU
00
U
UJI
co
cc
N
0
F_ -1
L _j
DRAWN BY: I FAE
No. 86 5.0]
VERSION:
SHEET NAME
DETAILS -
ROOF
OF Z
ol 0 111�. .. '+ SHEET #
RIO S
-77
At.
111111111
81WYMPER
KM 1011.11191,131
RM
EXTERIOR WALL SHEATHING
mmwmwl
fflasswin
MD
I rm
WM
mm
W101110M
Id
I lot
I IM
NLSM
"WEISMAN
NM "MR001114611
NEIMM 8
—
19$
*-47 �---
MARIMING
=01191UTMASWIMLOUTINI
WWWALLSHEATHING
*BMW=
PMENWAM
I
I
MWIM
I
SIM
sm
7/111FININI
rx
1ror,
me=
19 8
111RIMPALSEMM
'V;7FILDWAKYVP.
=WLBK
PAIRSIMMIANG
PLMOWKM
q4.WjffiMW&SMwFWMWw
w3rkpLyj
w0law
M
wwaft
sm
81W
am
<110111ill
4Fr
no
5iawii
IF
W=
5FT
ISQ1011IFEARM
MIME
ULTSWIN11)
Wwxcut
HDOW
go
IN
510im
41r
UrMV#wIwA-Iff&IAWTffi
IV
CNWH
In
IfluvipliawkHIrlow1walm
IV --
�MWN
5F
—
DTRZTI*~&MWTM
Ir
hMWMF8RN8=
117ALFEW111
POUIMOMFORLM
pi! pial!i!ioil
MUM S1D HEADER CONRGURATION
WMFUMM
aovmupjBMMUMlMHDSWLIEUMBFURAIROFSWMWBMLADWrMBM
imrem MFDJGMML
wwww4v
1WRIISMPFUMCOMEM
WFLM
FIXIMMUMMINOM
MI
MWIB6WW=WMF9tRAK
WATRIMUMV.
ATMMUMIRROUMPF
wa
3TWMWwW3UPLY4
tummm
Imm
HININCLI11
am
ow
MW
5140im
4ff
1.1110
�14IWH
OR
mom
5< 110 IWWH
Ur
Illwa
W&SUDWS
Mwax
rm
IDEW
140WH
4Fr
OwN w Lma
on
NMWL&*
<OWN
Sff
WWLA
'APPLYMEWRIJUSUWHORMWAMMM
was=
ALT. HEADER CONFIGURATION
awmanilwor.0awm
10FI11117=11MOMMMMPSWOUM.
END SHEATHING DUAIL 11101/2023 BEARING Wa FAM
�TMCAL SHEATHING MAIL 11/0112023 W02 TVIC& ORNING @ 1110112023
NO�TO SCALE 10 (��)NOT TO SCALE warom ZZ050
DMILEWUPRAIE
N
W51MUM16MME1013MAI
29FUIPMPIR
MHMWOW. MMIMAPaRm
91 IN
2[WMRM
MWWL
Vw
9116,
?AW
e�= �BEMNWI WALL W/o UPLIFT 11/01/2023
W�z 11
ROMPSIBIWAMMM
XMILFORM
WAOMMUM9WOM
01TRWITKI1111RAIE
EMBIMMMMUM
EDOEWIMIFffifMALMALL
RATB
offAMNMODWERMISSW
RQF9tW,EDGEWLWPfflRM
W
M
-us
UNUMSEAMPERM
111TWE
OKWUNIMMLOM.
0
LM
RM
WA_U�S�ECTIII AT STAIR OPENING
11/01/2023
W�Z 21
W.WUFOKM
Bff.WLLMFLM
Ptww"8V=TC
RM
x4aw"llwotwLWIEND
INT. WALL CONNEMON M EXT. WALL
WRINK
WUMATTAOW
UWFUIP.T.1111010WOM
ban
MUCHRKWWWWTKA11PROMOM
UPTKU
nirar,13VIIIIIIEFLATUDITWOURIKU
ATBOUMFORM
FAMNTIM
9MMIMMPOIRIMMONRM
AL190
opkig
NcKmmkm
�T-WNMM<�W-IM
FU
li MAND7WffiW1IWVflIw
EIIIIIEW
P.
B&M
WNDMATTACHMEW DETAIL
W14
(�)4
1110112023
NOT TO SCALE
W=140
WOMROATUDIIII917
ITSM IIII(EWMIKUR)WOM
UW0M
hP.T.w
RIOMMAIDIrUMMMI(lWaNWIT
ATEODDORPOIRM
FROUTAPPIDA
a:
AUMM
UMMMFFRMM
kKT0IRMWKMUWTK8@4'FR0MI3W
HE
ntratMERWOMMINUIM
M"
WWPfflRIWWWHffM
F.FM
awn
DWR ATTACHMEW DUAIL
STRICAL
W15
11/0112023
I NO;70 SCALE
WGM-150
KWUMBEROWN
)FACEIMTOADAMUM
MoRalwWAL
slaomr.T.VMN
i�l
MWOMMAIII)MMUI(WIlf
TIOLISOR 08111PUMMIT
IMORARMOMI'MGM
SUMSTWOMMInt
wow
ww"NIMUR
awmDOORK17PACK
MMOP91110114FAMM
110101111K
1108MEWWORWAMKI
W..i
WIN
11/01/2023
TYPICAL GARAGE DOOR ATTACHMENT
W16
NO;;O SCALE W�;--160
MMFMRM
#611IM11010WIR
05111111iltvOMMUD
rivarigourgIURM
5ER1Xffi=FWnwM
Z128/2022 TVICAL REINKIRCED RWED CELL DETAIL 11101/2023
-
WGW-181 KLYINU� TO SCALE W�Zw
SBMFBRM
ammewout
&MMKLELTOOMMIN
WAL
BDMWMRAYMV#
1111216WWAS91rot
NSUMRATSTWTI
11"wKsetru
a(mewot
W18 1ACMER 7/1612021
NOT TO SCALE wa;180
CIM1111ft(lypjklaw
OEMMMTEE
FERARPEFIRM
MINclk
TYPICAL CMU IWERSECTION DErA1L 11101/2D23
\,,/NOT TO SCALE W��--182
TI)POMMATI117171110FTOP
IRSTWOM SM
ONMI
dRMPLATE HEIGHT PER PLAN
bav"Sw
......
"WRATKATELIE"
RaffaLIMUMOM
AUNMWAO
EMDLWM
&RUNDITISIGSWOPEKOW
PERRM
FRIDEM
1� //1P..E1.HTPERP1.
WAMPERPLM
ftKI84W0&,0RRAT2KKIG*
DILORII'VADENTUM
"Milm-KNOPM
RMWDTB
sulown
1101"Wa
011RU
t:
M&DINUORRATh
Kma!r-
02KOILMM
MUMwWwol
—&KLRA1EV#V.LM*=
ORM
wwwMPfflRM
ow
#CFNU@Ek
w
SHEAR WALL 11/01/2023
12 W;Z-1 20
E
.6'.
a bgs
H
.6 12
I
Michigan
3400 Aubum Rd
Suite 200
Auburn Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, Fl- 33637
+1 813.466.3310
www.fieldstoneae.com
0
Z
0
Z
z
>
0-4
w
w
0
F-
En
04
tr
>'
U
<
r
C)
ORO Fi
eldstone
C.O.A.# ARCHITECURE:
1. DRAWN BY
4
AA26002802
C.O.E.# ENGINEERING: No. 8 VERSION: 5.0
29349 = * :
13 IBRAHEM ELAYEB, PE SHEET NAME
DETAILS
P.E.# 91476
WALL
N BENJAMIN NIESE, PE 3 IF
SHEET #
P.E.# 86025
05/30/2024 010
/// I i NAL S4.2
DATE 111111%
bMEVALONFIE RWURAVOINP
811LUKIBTMIATUawpa
KI(MMUK04 W
RANWITMORMUM
. =WW=WK018ff101&A!VUQMVi
ftMEKLP0K^00wr.&Ka
M
M00=01M
nNUMIRM
FNRED(EMLE
ROMMMIATMOWPERGEk
4
wo
MaEDGEWN
4P 1118901FIRKM
biWA=lf1.f#l1MfflwQ%dK88lD
rclNuum"AWIT.W.
QW&&PR=VMffAC1ffiV=
SPIM
MPOW
wxwoit
, OOR TRUSS TO MASONRY WALL
TO
—M—M
11101/202;3
aimeaRmwapowwP"
sntL%w9Evlw1ATP0WFffi K310UwLLPjDPKw";i
R^wU.1w=R0M*MMw-
�9z/- UwKf8w&ATV0Ew
ftFVAM1PERRAK0N.21KA7E*Q*MwwU3 F91PLM
RMWAMIRK w4ammmm
RMWPMKM ft"wTwPffiw"
NST"
mmaml— RXIMMOM
M&BOWId"Otroz
a�wafflKAW-hpmw"wu 01111cw�19=18116
NRMKM URWT#Xp
Amm
1dw"rQtUL*wN
MrAMONLIS
Namwwm
RNFIRRM MM16MMOU
rONKLMIRIVEM18F.
PERRM
soms as
RM
L02 TRUSS TO MASONRY W&L 11/01/2023
NOT TO SCALE L;Zo
ftPAE1KLFE1R^0ff.ft
RAIENIffMIKSOVOt,
M1fr,b1KWWKMVtW0d#ERMW
FIRCMI&M&UPOWFER ITOEWLEDMrATRIS
RAKOWMUDIROM00
fflw=K*DM&ATww
090031PERPIA PERPLM
ROORSEUMIATMOW
PIE am
9EMN
PFE WTRUPEWMWIPMOR
WMERPIRWW.UX
DEKMPERPLM \�
-NM
RTR JOIST @ LOW ROOF 12/17/2021 &lf?RY CONNECTION AT BW
L15 "\2-STOW NNE 8/18/2022
\__/NOT TO SCALE LGG-150 N SCf 61
hFW*VKLPl1K^0ff.&KM.(ffMMLS@V0t 0KCwffwM&flww
0EA1047MKIMMMME
pmqm�w
%S7ft70Ek7W
UMUXA
"M==M
10�111wu
EaKew"
MLOW"Nommuror,
WREW.MPIM
FLOOR TRUSS w/ CANTILEVER
MERTM MOD (04111/2023)
��NO�TO SCALE
LTw-0Z'(--010)
('� BEARING STUDS TO BOND M I
MAKLPIRPIM
WWA0000FIRRMIMMMUSOR
?wNMwwaMwww1M18NENw
UM
VMRMMFIM
MWORMWORMAS
M
6800814MMM
M
0wftLwffM1wff.w.Pffi
LM
TAIL 2128/2022
Ll;�--260
mommmiraw
PMPLM
21NAIGURRACOMOt
RXIEWMadlKSOEATFUM
8=10101'DIRMFORLIKIR
wa PERRAN
RMSEAMUTDOW
RR M
WM1fPM=WrA90
lim2frATIMMYALM
ORWAP10=11AIE
0wT.h4K0wAUMV1P)10dQrA8rw17Mwj8
TCEATKM
MKI1118010
8RMwwM1ffww
FMKM
FIEBERM
SE"wPaPA
IMUMMOIRMNOUTDOWPOt
lVAOITMOROMWO
&PMKLP91P1^0ff-&Kw1f"K$
twor,
R001190MIATMOMP11101KICS
1RAPSIPLM
kPIMMUMPEN79MPER
RM
rCWWMrA1VW.0F.
PRRM
.Nn.
MULL01 I NOMMA00MM10 MUL
off.agum""OpedilrA
=V0Ew=TDUTRZ
9MMKINUTM&ATUOM
PIRPLM
70POMEMPFE was
PERME'STWP81pun
jQ2dL�WWx9&63MM
1ATwV9=AMBw=
kqomororl
BEARING WALL @ RDORIROOF TRUSS 2/2812022 - FLOOR TO MASONRY Wa @ LOW M 2/28/2022
&1�2�N
�,�140� TO SCALE LGG-M 0; TO SCALE �;M-120
COO Fi
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
lid
41t* E
0. 025
OF
oe .......
A xxx
111111%
O's
8
'62
r
p,
E 22
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
C
�z
z
<
>
-:l <
w C�
Lu
Ld
0
C/)
0
<
U
C6
LU
V)
<
11 DRAWN BY: I FAE I I
�VERSIOM �5.O
1 SHEET NAME
DETAILS
FLOOR
SHEET #
S4-3-
Ic �t MNPMLE 1 2'1 K
It IMFORWINIMBRA -IL- -
101891 1 I/Z WL
KIKKFACIUMME
WILEPUMPERMA www1m
W15IWWAVCE�LVWTWffiW WKIII08111
33 ow.NEM930mn
mwwmmm�vmwmn
IMAIMMOTHK 3/4'- 1 1/4' Italia
E6108MVIlKsm 11138109MIMMKIM &,TOPQFWALL
' 'ORB f�—
FIRKMOMMM FORMLISIOMIM , '--M"MEzj RM
wommPoirm '-p
HRM 1111011KII011113EM
PIEDWEEFBWRM F*eoEmWTNM
IMMTMMFOILON smamsKUPERrm �O�TYPICAL STAIR DETAILS 11/1212021
I'm APKTWNW S,
ANKTWSM N(�T TO SCALE ZG-101
PIURRM4 (ORMFERWA WAWIM
TMNWFB I"llwPat
8=11EM IMMEW
1111 I/V V 1111 it jULK).U11(1 1)1w)1wwNTW- At�fflampw KKMFBWogrioopa
u� 1-1W am. -���F FLOOR
ROMM
FAMPERCIANIMPM 0311IMPM
am&
Farm
MBEENIFOIRM Maim immTRX11111MINEUM 1,111IFFIIIIIINIF.
FERFLN 11110911100111M.
1.108FINPOEAffm
POW1.1011 MWROWINFIXEIAL MID
FERRM 01TIMMIlow. mm woolworAmmm
MMI#PWM MW
SLLPERPLM
PRIUDERJ
&OFAM 06W.0 TYPICAL STAIR DEWLS 2J28/2022
ALLWAR S10
103
\_,J�T �PF 11U
UMFUOR UIERIOR ING
INTERIOR NUFAMPLM
INTERIOR Q-
SE111M.0w AnKA NMRA
.107M MINNOW WFWMMMOWOrMMIFUM
d-,WFKFL MFKFL 1111160
ALUI9
Ea EV
ma
Maim
811111111F1 UC$rW#rA$MWM
KIIIJIMMINUISFINI WiKTDI.WWXOWwwmffwnmmw
1101CMIKINSFIXI WKWN&W.Rat 10M DMOR lfwadermwWwwwr
MWWAIN
WKNK&MWFK M28mg�
W29MOMM
7TPII�Ckk 1 STORY WALL SECTION 711612021 TYPICAL I STORY WAU SECTION 7116/2021 E��AL STAIR DETAILS 11/12/2021
ws�zlo wz�-020 wzr,05
NEOZ.FMALOOFFM
SEMMMAISFOR
VWTW
f,0'-0'FIN.FL.
FORINIKUMINIFFM
TYPICAL 2 STORY WALL SECTIN 11/01/2023
��O� TO SCALE VWG-Mi
Fiel&tone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERI��
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
10
r. 5
Z V . ��E - ' E
5 E
—0.
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, M1 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, Fl- 33637
+1813.466.3310
www.fieldstoneae.com
It
4
z
Z
z
<
>
J
N�-o
w
L'U
C)
UIr
LU
V)
Cn
0
<
C
04
E-1
F -I
L -i
PrDRAWN BY: I FAE
Z�- Nlioi.- 8602 VERSION: 5.0
SHEET NAME
DETAILS -
FLOOR
STATE
SHEET #
.. ........
NA1. S4-3-1
PRECAST LINTEL GRAVITY LOAD TABLE v4.22
LOADS LISTED RAVE SEEN CALCULATED OR CID WILED FROM APPROVED MANUFACTURERS
CAST-CRETE, LOTTS CONCRETE, QUALITY PRECAST CO.
MAXIMUM LOAD (PLF)
APPROX.
LINTELLENGTH
MAX.CUEAR
OPENING
TYPEA
S'UNTtL
8' TYPE B
rTYPEC
12' TYPE 6
22'11YPEC
14' TYPE 8-
l4wTYPEC-
16' TYPE B
16-TYPEC
20' TYPE 3
W-TYPEC
24' TYPE B
24-TYPEC
28' TYPE B
2rTYPEC
BY TYPE 9
32-TV"C
z 10,
r 61
223'.
3069
3729
328C
5163
66C7
8C54
95C2
3059
4605
5206
6113
7547
8974
loom
IOODD
3' 1'
Z 2'
223.
3069
37.9
318C
5163
65C7
BC54
95cz
i DOCC
30159
4605
5206
6113
7547
8974
IDOOD
100DO
Al' 01
28,
1783
2561
2751
32W
382C
489, ,
596-
7034
0�07
2561
4505
520'
5205
6113_
7547
8974
10"
10000
4-6"
12'
1343
2'1C
2992
291
3756
4576
54C.,
6224
1969
4375
OS
5206
6113
7019
0672
10000
!DODO
TV
'438
1716
LU6
-.999
256C
3-32
3166
4249
1349
31"D
R4567
5355
4766
5817
7074
8203
1-4-
4! 0"
rM7
'349
1439
1999
256C
3-32
3686
4649
1349
3090
4567
5365
4766
5817
7074
8203
via,
CIS"
we
-IC5
'1-73
E.
! 60C
1631
2C9C
2549
3-C9
347C
IlDS
2622
4242
4360
3942
1 4989
5817
6662
1. li�
51 2"
710
'232
2� 077
3738
348C
3C3.
37C7
4383
5C6.
i232
.77
27.
3.
13111
.60
8625
7590
r6"
6 2"
570
_
99 1
1729
2108
263'
2,2C5
2698
3-91
36M
991
1729
2 10B
_
263�__
31198
5661
4742
55M
V4"
7101
488
699
1-6C
'.5.6
-626
2564
3486
2818
33C2
699
1245
1516
1193
2564
3486
2964
3397
V 4�
V 011
416
699
-6c
N,A
2564
346
28.8
33C2
699
1245
N/A
1943
2564
3486
2964
3397
20, S'
BY 2'
354
535
89,
1 WA
-2.7
1 DOS 3
2777
2.63
2536
535
1054
N/A
1533
2D93
2781
2259
2615
315
567
891;
N/A
-366
184f
2423
3-27
41C*
567
945
NIA
1366
111
2423
3127
40M
IVY'
ICY all
292
525
673
N/A
1254
1684
2.93
28C5
3552
525
$73
N/A
1254
1584
2193
2805
3552
12'T
1112,
Z77
471
55
AMI/A
LIG75
1428
L838
2�,
28W
472
755
N/A
1075
1428
1838
2316
28821
13',r:
Iz 01
255
471
755
N/A
1 1075
'.428
1 .838
23-6
2535 1
471
755
N A
1075
2428
1838
2316
29M
14'(r
Iz a"
239
424
206
N,'A
1002
326
.697
2.27
2278
424
706
N/A
1002
1328
1697
2127
2630
1418,
131
NIA
N/A
N,'A
1
WA
N,,A
N/A
NI
N �'A
N/A
-N/A
783*
IN A
1231
1421v
1779*
21W
2662'
15, Ir
14! G'
N/A
N,A
NiA
N/A_
N/A
N� �A
N/A
N/A
NiA
N/A
710'
N/A
111510-
1331-
16450.
2D32a
2459-
17"r
16 0'
N/A
WA
N,A
N, A
N/
N,A
N/A
N,A
NIA
N/A
5'*
N/A
952*
1117'
1379'
1671-
1997'
191
Isro'
-
NUA
WA
N/A
N/A
N;A
N/A
N/A
N/A
N/A
N/A
75D*
qw.
1177-
1415'
1675-
2D'O'
it fr'
NIA
N"A
WA
N;'A
N/A
N/A
N, A
WA
NIA
N.-A
340'
N/A
598'
845*
1114'
1345'
1469'
24'T
2Z 111'
N/A
N'�
N, A
N
N'A
N,';,
N"A
N, A
WA
NIA
M'
650*
.8w
1090-
1220-
I-PRESTRESSED Ir W/2" RECESS U-UNTE�5
Type A= Unfilled no Reber; Type 8= Continuous Gou:, Steel perPlan in Bond Beam Only; Type C = Conunous Gmu-,Szeel per plan In Bond
Beam L Lintel
LEGEND
* 8x8 FILLED CELL W1 (1) #5 REBAR
BEAMS
8X8 FILLED CELL W/ (1) #7 REBAR
HEADER - WIDTH TO MATCH WALL
GIRDERS
8X8 FILLED CELL W/ NO REBAR REOD -
- - ------
PLUMBING WALLS (FOR REFERENCE)
-----------
BEARING/SHEAR WALLS (FOR REFERENCE)
45' CMU - FILL CELLS W/ #5 REBAR
ROOF BLOCKING
2X12 FILLED CELL W/ #4 REBAR
(11N WALL)
BALLOON FRAMED
2X12 FILLED CELL W/ #4 REBAR
WALLSIHIGHER BEARING WALLS
(11N COLUMN)
CONCRETE TIE BEAMS
lv� ELEVATION INDICATOR
PLUMBING PENETRATION FOR
DETAIL INDICATOR
FRAMING LAYOUT
LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE (ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
0- BRACED WALL UNE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
CITY
I
TYPE
JUPLIFF
110 1.0
Obs) 0 16
(LATER
R.) @ 1.6
META16
a
0.14rxl-1/2-
11:140
F2 : 770
HETAIS
9
0.14111"11
11110
Fl: 360
f2 770
f2) METAIG
* I -ON
10
0.14ra-1/2"
1875
Fl. 680
F2 770
(2) META16
62-3-.1.
14
0.162*.3-1/2'
1795
FI 1285
r F2: 1.
(2) HETAIG
@ 1-PIM
10
I
0.148-xl-1/2'
1920
FI 690
F2 770
(2) HETA16
0 2- or 31
12
0.162'K3-1/2"
2365
FI: 1350
F2 � 1430
H 116
S'rN_
8
0.148'.1-1/2'
1110
FI: 120
F2: 90
4
114"Al-314- CONC SCREW
LGLINVII-2
6
3/8' '�L
E-4 TEN '-
.250
2-5
6
4-. 2 1/� .7��CL
REW
MSTC28
36
0. 148P x 3 1/4"
3460
MTS12
14
0.148"xl-1/2'
990
-
(21 MTS12
28
0.1411'xI-Inp
im
-
MTS16 1
14 1
0.148-al-in.
990
HU210.2
2
/4" x 2 t� SCREW
3SOO
law
10
3
WS16
32
0.148'.1-212"
-
2.890
(ZINTS16
16
0.1411"ll-W"
-
1310
FITS20
24
0.1""XI-In'
1310
LSTA12_
10
0.1411".2-ln"
925
LSTA18
14
0.148-M2-1/2'
1235
LSTA30
22
0.148'x2-1/2"
164D
MSTA24
is
0. 148' X 2 1/2"
1,640
(2) MSTA24
36
0. 148- X 2 112'
3.2110
MSTA,36
26
0. 148' X 2 1/2'
2ASO
(21MSTA36 1
52
0, 148' X 2 112-
41DO
MSTA30
22
0.148".2-In"
2060
MSTC20
36
0.148'. 3 1/4'
3,400
IVII
62
0.148"K3-1/4"
4735
MSTAM24
9
0 148" X 3"
1.425
5
i7�- X 2 1/4-
MSTAM36
13
0.148"X 3"
1.870
11
IJ4' X 2 1/4'
(2) MSTAM36
26
16
0.148 " 3"
w xi!�74-
3740
MSTCMNMo
10
1/4"x2-1/4"CONC SCREW
2.
14
0.148"x3-114"
MGT
22
0.148".3'
3965
Fl 775
F2: 52S
I
5t8'ATR
HGT-3
16
C.lT8-.3'
10.790
2
314'ATR
V6TR or L
5/8'ATR
2225
FI: 6�0
F2 630
16
1/4"x3- SOS
VGTRjL
2
9362
S/2'ATR
55,45
FI: 650
F2 630
32
1/4-x3- SDS
VGT
SA!"ATIR
4940
Fl � 1105
F2: SW
16
1/4-xEl� SDS
(2) VGr
2
5/8"ATR
17185-2pty @ago-
3.1,M
F1 1185
F2 590
1/4.3" SDS
DTT2Z
1
8
1/2' ATR
114"WSIDS
1825-20 ml.
21454212*4min
-
HTT4
I
5/8-ATR
3610
is
0. 14M'x3- In'
HTTS
I
4670
26
MiAT
7;_
BI
HTT5ICr
1
5"S
-M
n��12-
ABU44Z
1
5/11- ATIR
7570
1900
12
0.162-a3-1/2-
ABU66Z
1
5/8- ATIR
18205
247S
12
0.162"x3-1/2"
H2.SA
10
0.131".2-W"
-
565
FI 110
F2: 110
H 10A
is
0.148"xl-1/2'
-
1340
Fl . 565
F2 285
HIOA-2
It
0.1411"xl-112"
1000
F1 6210
F2 260
HUC48
14
1/4"M2-3/4" CON� SCREW
3500
1135
6
0.1411'x3
HUC414
24
114".2-SCREW
-
-1-1
12
M?Ii�
LUS26
4
0,148"X3'
865
1265
SF414
12
0.1481
side 640
Cefflv: 1290
OTC clip,
4
31 CONC SCREW.
--
-
Fl: IS
F2: 135
2
0.131".2-1/2'
A35
12
-
FI 650
F2 6 704
SDWC15600
I
SDWC1560D
615
F1 130
F2 225
SDAVC15450
I
SDWC15450
295
F2: ISO
HTU26
20
0.162".3-1/2"
3200
1250
14
0.148'.3"
LGU3.63-SDS
1�
� �
6,720
53SS
12
�4'
4- X 2
4DU8-SDS2.S
7,870
TIO
�A
'27105
HDUIll-SDS2.S
1
1' ATR
-
11.17S
30
1/4 - X 2 112- SDS
THD26
20
0.162'. 3"
2-
3240
20
0. 148' x 11/2"
FT-7- 2
28
'
4310
4060
1
16
_0.162"!3
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
ED
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BUKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
BOT
BOTTOM
FD
FLOOR DRAIN
CDC
ON CENTER
BRIG
BEARING
FDN
FOUNDATION
OPNG
OPENING
B1WN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAILING
CL
CENTERLINE
FINI
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCINGIREINFORCEMENT
Ci
CONTROLJOINT
GAL-V
GALVANIZED
REOD
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GIRD
GRADE
SC
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHTG
SHEATHING
CONIC
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBIL
DOUBLE
HDR
HEADER
SPIF
SPRUCE PIR FIR #142 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
I DWG
DRAWING
IIN
INCH
IUNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
140 MPH 2023
FIL - C & C Pressures (ASCII
Efted[w Wind A-
Gable Roof Components
I HIPIU,.1' mp-,
W.11C.Impnent,
zone I
2_
Z27 3_49
Z- 1
1 Zone 2
Zone 4
A� 100 SQFT(Grde,$)
1
3
je
17.1
42.7
1 17.1
0
14.8
-30.3
1 14S
-36.5
14 8-13
36,5
31.1
1 -34.1
A. 50 SOFT IMAM n do- 1
.4
1 19.2
1 -54.9
1
&7
-36.0
1 18U7
-32.7
1 18.7
419
- -
327
7 -359
1 32 -7
1 -413
A� ]LOSCIFr(Fas-en-
4.2
1 -83LI
1 24�2
1 -96.6
2T�
-49.0
1 11 1
11 1
1 11 3
11 5
-
1 -19.7
1 365
1 -49.0
Componentsarld Cladding Preswires(ASID) - 2023 FL
Positive Neeadve
Width Height Effect- Pressure PresIaire
D2Kd2dM Z= 1111 iftj Area Ift2l Lofl LRS91
16070 OHM
---
16
7
112
30.8
1 -34,4
3069
w/3010 TR
ENDS
3
a
24,0
34.6
-45,1
3D68
w/3010 TR
4
3
a
29LO
34.6
-37.7
309D DOOR
ENDS
3
a
24,0
34.6
-453
25SH
4
3
5.25
15.8
35.6
-311.7
SON SM
4
6
6.67
40.0
1 314
-36.6
28M DOOR
4
Z67
6.67
27.8
35.3
-31111.3
305M
4
3
5
15.0
35.7
-38.8
305DSH
INDS
35.7
-47 3
204M
ENDS
2
4
1LO
3&S
-4 0
6011110 SGD
4
6
8
48LO
32.8
-3ro
DESIGN PRESSURES SHOW ARE MINIMUM ALLOWABLE
VALUE& VALUES ARE TO BE INCREASED AS
REQUIRED BY MORE STRNGENT LOCAL REQUIREMENTS
ORD Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
0 IBRAHEM ELAYEB, PE
P.E.# 91476
N BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
10
No. 86025--,/,.,-/" -P,
STATE
oil
E
2
E 1,1 a
r
Michigan
3400 Auburn Rd
Suite 2DO
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
't
C
z
LD
zM
Z
§
ci
w
'W
c
Cn
04
LD
cuci
>� Cn
0
C<C
D4
<
o
96
W
0
F- -1
,ERAWNBY-F FAE
VERSIO
SHEET NAME
REFERENCE
CHARTS
SHEET #
S5011