HomeMy WebLinkAbout37837 Dusty Saddle Ln510 - EISENHOWER CMU
Garage Left - Elevation K3
SHEET INDEX
GS
..OVER SHEET
GS-3
SQUARE=OCTAGE GAL(-
7- 0
JNDA ION - &-4E� ='-A\
C -I.Z'
__ R= KJ' FLOOR
E-20
ELEG RCA= ANS - S �OND FLOOR
A-''0
RST FLOOR PLAN
4-20
A-CCND °I_OCIR ='_AN
=-O!
=I_UMBING RISER D!AGRA'`9
32
MISG DETAILS
A 33
MI5G DETAILS
A-3,4
MISC DETAILS
-.3C�'
RCN- , REAR E'__ ✓A IONS <) RCCF -LAN
A-„
_ __EVA- CNS K
A-4.0
BUILDING SECTIONS
&-A\D A R✓ N R`- FC4-.-01\e FOR AMERAV 4 R A AMH
ASVEI C-MENT 5H4L_ GOVERN EXC. As MODIFIED L Su L=""t NT_D 5-
- ANS
: -HE5E EEENDESIGNFD TO "EET HE REQLIR_ ', S C=
023 OR DASi- ING- CODE, RES NI'41_.S ED7ON
._ NC - NG _ ^- _- RESIDA :A_
E LING C✓N= RLC ION:
'VTLIF GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND I'S ATTIC AREA
B Y NOT LESS AN 1/2 :'N 12 m ) GYPSUM BOARD APPLIED TO THE GARAGE
A A P -
„D. RA _ N A.'- AB B_ 00"15 S �_ 3 S R4 =� R A_'_ E
30 OR EQ VA_ NT. LHERE THE 5Ea4R4-ION S 4 FL GR C EI._ NG StMB_",
T '_ RL.TURE SUPPORT'NG T-'E SEPARAI ION SHALL ALSO BE PRO'ECIED BY NOT
LESS THAN 1/2 INCH 12 7 mm) GYPSUM BOARD OR EQU�VALENT-
EX R,OR 'NSLES
='_<0.55 0= _X-JRED P''N:5- OVER =iiA"1E 4 JA -cN 5 -� R
OUR.:` N-
AP�RCVED BJ '_.SING COMI CE_�6 DE AND AS-'NSTALL4T'.ON OF EXTERIOR
LA-1-ING AND=RAMING- APPLICATION REQUIREMENTS TO BE PER T,E CURRENT
.,PPRCvED BJLDING CODE AND AS-M C
EGRESS:
=AC- B - --AV- ONE -:NDOW - _'ES -I-- EG-R-SS CODES =
�ACCESS 70 EXTERIOR--RO'JGHI BOOR.' --INDOI, "UST T'.4VE 4
MAXIMUM OPENING HEIGHT 0--44' ABOVE =:WISH FLOOR LINE GF TH4T P4RTiGULAR
ROOM.
2. IN DWELLING JNTS WHERE -'HIE OPENING OP AN OPERABLE WINDOW 5 LOOA-ED
'-,AN 72 'N..-;E5 ABOVE - -4.,. 'E G-R4DE ORSURF4,CE
PART OF H- _EAR OPENING 0= THE WINDOW SHA_ BE ^ "^ \ "'fLM OF 24
INCHES ABOVE THE F IN'S" D ' =OOP OPERA ELF SECTIONS OF WINDOWS 5..4LL NOT
_L
PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS
ARE - OCATTD WITHIN 24 INCHES OF T' _ PIN S:-ED FLOOR PER -HE CURRENT
APPROV=C BL:LD'NG CODE-
=LA 4-I:NG.
-=L45HING 5-4L- BE INSTALLED A` -ALL AND ROOF INTERSECTIONS. DECK AND
WALL INTERSECT IONS AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION,
AND AROUND ROOF OPENINGS.
�ARC'/ED CORRCS'ON RESTS -AN- =_45H N - SHAL'_ BE APP'_'ED S-::\G--E
=AS- M _ _ - _ _ _ _
S ON 'N SJGF A A\\_R AS -0 P:Rc vt:N EIi< - WAFER N-O LA --'AV ITY OR -NE -RAT Or, OF LATER TO THE BU _Z. \- S-RUCTURAL FRAMiNG-
COMPONENTS - THE IF 45HING SHALL EXTEND TO THE SUR=ACE OF THE EXTERIOR
WA FIV S - APPROVED CORROS:ON RE5IS-ANT FLASHING SHALL BE INSTALLED AT
.+.-L REQ„IRED LOCATIONS =tR --E C..RREN- APPROVED BUILDING- CODE.
WINDOW INS-AL_A' N:
LINDOWS SHA'L_ BE INSTALL D AND FLASHED IN 4CCORC)4NCE WITH. THE
MANJFA TURERSWRI-E\INSTALLATION IN -
LOTION WRIT N'NSTA_LATICN
R V. Y ' N"FA(-TJ FR F EA - W�.N G NS-RUC ONS 5 A G DED B A� �. R_ .�R �. C D W
ZONE -'iEG„ : N'5:
PLAN 'EFTS OR Ex_.__DS = EM4 FOOD ='NISHED GARAGE FLOOR ELEVATION
B-A-TH 4RE45:
'INSTALL 2.4 BI_OGKING A- TOILET "APER AND TOWEL BAR _OCA-IONS. SEE
INSTALL 2X& BLOCKING- AT S5 AF,F, ON CENTER FOR JP -ER GAB NET
NS ,ILLATION.
B AND C-ER AREAS:
"E\ BER-C N' CR -' 455 -A,- BOARD C\O GREEN BOARD
__OWED. IN COI"-PL ANCE WI, H AS-M C'2Ea 01325, OR C TS AND NST4L LED . 7-'S
n 1-1/14" DAGGERZ PH,LIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TJB AND SHOWER AREAS,
AND 'WALL PANELS N SHOWER AREAS.
' F e A _\
_RMTF PROTECTION SHAD_ BE PROVIDED o REGISTERED TE:RP97IC,DES,
INCLUDING SOIL 4PPL':ED PESTC'.DES, BATING SI STEMS, 4ND PESTICIDES APPLIED
TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABE'_ED FOR
J5E AS A PREVENTATIVE TREATMENT -0 NEW CCNSTRUCTiON. JPON COMPLET'.ON 0--
- HE APPLICAT'. Oh O _ -E RMITE PRO-EC-'VE T,REATMEN- 4 CER--ICA-E OF
_ 4NC - ?JET TO - = .-DING D==AR-MEN E5- THE _ C=\SED
EST CONTROL COMPANY 4- GNTA.NS'a= FOLLOWING STA-ElENT THE
BUILDING HAS RECEIVED A COMPLETE-REA-MENT =0R THE PREVENTION OF
SUBTERRANEAN TERMITES- TREATMENT IS IN ACCORDANCE WITH RULES AND L4W5
ES-4B! SuFO P - THE FLORIDA DEPARTMENT I AGRICUL-JRE AND CONSUMER
SERv'.r_ES.
I-ECHAN: AL AND HVAG.
ENERGY CALCJLATI CNS FOR HEATING AND COOL i'NG- C4-4CI7'BS SHALL BE
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS FLAN SET
A_ THE TIME OF APPLCATION FOR
2. _ '.ANICAI_ :4NCE .,-A:_L BE LCCESSIS-m FOR N P ION S R/"ICE
REPAIR, AND REPLACEMENT WITHOUT RE-OVING-Ed'^ANCNT CONST; TICK, -- HER
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NC- CONNECTED TO THE APPLIANCE
BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED, A LEVEL WORKING SPACE
AT LEA5- 30 'INCHES (F62 mm DEEP AND 30 INCHES CF62 mm) WIDE SHALL BE
PRO`/'DED N FRO
OF -HE CONTROL 5''..E :O SERVICE AN APPLIANCE,
r
ENERGY REQUIREMENT SCNEDULE
xT=R[OR WaL 5 (BLOCBLOC.
K) 4i FOIL
ATTIC CEILING R-3m
H ANPENETRATING TH A' S O I :NG-S
3. DUCTS IN E GARAGE D D'C S WALLS R CE L
E T '' I SEPARATING A 'NG T E W='- NG R "' H -A AG' SHA _O\5 RU C OF 4 \' R �_ R L t
AU_.E (OAS ) S S EL OR -HER A.. -'ROVE "4-ERi:,-. ND 5.
-Av- NO O _\ NGS �N O GARAG -
4 FOUNDATIONS AND SUPPORT OR OUTDOOR MECHANICAL SYSTEMS SHALL BE
INSTALLED ABOVE THE 345E FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE
MANUFACTURER'S NS-,41-1 4TION ENS RUCTIONS.
A..'XIL':AR- DRAIN AN- CA' -OR`' V _ON7ENS.\ APPLIANCES SHALL BE
I-ROvIDED ,u -H AN AUXILIARY DR,4 N PAN WHERE DAMAGE TO ANY JiLDING
COMPONENT WILL OCCUR 45 A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
ArF'ILCABLE PROVISIONS OF SECTIONS Y'4113_
EXHAUST =ANS AND VE\T:NG-
OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY " ECH'ANICAL EXHAUST
SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED
INTO AN ATTIC, SOFFIT, RIDGE vENT OR CRAWL SPACE.
-x ILS1 AIR FROM BATH ROOMS AND TOILET ROOMS s-ALL NO- BE
_CRCI.LA ED WI-HIN A RESIDENCE GR TG 4NO-IHER D:;,ELLING NI' AND SHALL SE
HXHAJSTED D'RECTIY TC THE OUTDOORS- EXHAUST AIR PROM BATLIROOi•IS AND
TOILET ROOMS SHALL NOT DISCHARGE IN-0 AN ATTIC, CRAWL SPACE, OR OTHER
AREAS INSIDE THE BUILDING_
3, DUO- LEI\G T H TLE ' 4>tl-U" ALLOWABLE _X, : - LENG-:- SHAE '_'_ B US
: _R" INED BY ONE ^ - HODS SPEC: -ED ':INS.. IONS MB02H3-,R000IH
MI5B2,4,5.3. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 -_- FRO""
THE CONNECTION TO THE TRANSITION DUCT FROM -HE DRYER TO THE OLTLET
TERMINAL- THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (762 mm)
FOR EACH AS DFGREF 07S 'i BEND AND 5 FEET CI 24 n ) FOR EACH I SB
D=GR=- ('' , R4f7) BEND HE -4XII-Lim LENC— OF T-'.E =XH.AJS- DJC 7 DOES NOT
'N �- ':-I RAN FION D U_.-. EXC ON - W. RE A O: HE5 DR -ER BOOS E-<
FAN IS INS -A L D AND IS:ED AND --4,EF-ED FOR THE 41PIFLOATION THE MAXI:-: M
LENGTH OF T1-E EX-AUST DUCT. INCLUDING- ANY TRANSITION DUCT, SHALL BE
-ER"ITTED TO BE IN ACCORDANCE 11-H THE BOOSTER FAN MANUFACTURER'S
'NSTALLATiCN INSTR'JG COINS. WHERE A C_OTF.E5 DRYER BOOSTER FAIN IS INSTALLED
AND NOT READILY AC_•ESSIBLM E FROM -HE ROOM IN WHICH -HE DRYER IS LOCATED.
4 F— ANF\: '.DF NTIF-NG ABE_ A: BE-'_4CED AD,4CEN' O L ERE '-_
EXHAUST DUCT EN ERS HE '�L4LL E LABEL E114L'_ BEAR -HE WORDS "THIS DRYER
EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY 'LOCATED BOOSTER FAN."
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST _OCAT',ONS AS
R_OUIR=D B: THE CURRENT APPROVED BUILDING- CODE.
ISSUED: 4/30/2024
VERSION: 5.0
BARE FOOTAGE
AR4R ASSET MANAGEMENT SQ. Fr.
HEATED AREA
Sq.Ft.
FAIN 'LEVEL
SEGOND�VEL 'Q2G '
— - TOTAL AW SQ. Fr. (SIablCtawq 2297
METHODOLOGY: ANSI Z765.20W
The total area calculated from the outsid,to-outside of framing, including optional finished basement options as
shown. This area excludes stairwell at highest level above grade, garage, covered pat oiporcbss
3
0
N
1 6
1 SL i
/ r•
r�
T __. �xz a�:• Der orENi
co sc- x.LE -::ESE DRlW'ws
coaTRAc-ca anD sliE a'Lans ',
3DF Wr Wh NOT
DRAWIWv W NOr C-0NTAIN
5 5'RUC
E IG IN%OfESA 7 F M\Y
NRAL ELEtENi5 :70 E;E
I Ov�DED 9r'-��.�-INEER C
RELGRG), 44T D'_`TI-11 C
! "E N51CN5, ORl].'i1T 10 N
'EET�,E ITT 0 E DRAWINGS NvD 17
ASSOCIATE) DRAWINGS and/or SITE
DRAWINGS SHALL BE REPORTEN i0
G(NJ?RAC?ce Ai [xvCc AND NO
: '�cTRiGTI�JJ SHALL �RaS=J
REfd112'ME4T5 R LOCAL LNIIDING
gFIGIALS I TO COMPLr WIT, STATE
&IILDING CODES.
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1 gMW11 1 1
VERSION:
COVER SHEET
Si
I II
C S'
SQUARE
FOOTAGE CHART
ELEVATION 1K1
1,
-------------
- z
---------------
l
PNlr. N6r RDWRNl•9HAlp V L----------_—
L L
.NIL sLmre ROOK RN+• 9eame �l'
SQUARE FOOTAGE
CONSTRUCTION AREA CALCULATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
ISEGONO LEVEL
1214
TOTAL HEATED/CONSTRUCTION AREA (Slab/Craw!) 1
2291
METHODOLOGY: ANSI Z76rs2003
The total area calculated from the outside -to -outside of framing, including optional finished basement options as
shown. This area excludes stairwell at highest level above grade garage, covered patio/porches.
-
':BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) 'I
Sq. Ft.
I'6ARA5E --
4l
FRGNT .',OVEREO PGRC,� --
TOTAL BUILDING ENVELOPE (SIab/Crawq
-
2785
GOVER4D-
ARA.
I20
METHODOLOGY
Building Envelope Area: The total area calculated, including Heated/Construction area
ncluding garage, covered patio/porches.
as calculated, and also
(MAXIMUM DEPTH
I�MAXIMUM'Y;IDTH
x `"^`AXIMUM BUILDING HE!6HT A=F =
2T-9'
aaai ana D=_vELo-=_ar
Do ra- a,—F -:x= D�vulrx_s II
a'-4P. [Jrc Arv., e tie
rv.
' ,�r*..NSlorvs aea.. miw+v. E?ci
>uti rya= cI`Awecs 'i:D r-Ej
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JFr1LLINL-5 51-.F_L 3E 1. JiIED i,^,'.
��?Ra-ozArONCE .NDND
I eHALL�EED
j,rL �ECrED r�E
CLN?FAG'CR eeG31E5 i4E
RESPOsL;IaI_ — ro MEET ALA
�GU;REMEtirS LF _CGAL aUILDIrvG
U.Le + r0'wY' ^.R: dn't STATE
aUILDIYG :ADEe.
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1 VERSION: 5.0
aEETl� SQUARE FOOTAGE
CALCUATIONS
SffT�
I.CS-3
mC,Il`ND ' `0N N NCY�s
A. Xr,< E e .?R.C_ Crt"L A\ - INC-
CODE
REB AL AN: CON- 5,1 D-1�_ =FART -EN-
3, _,0�� S R= -0-0 , FEES. S '. S R - C. =R^J' a__
O 5 I
__—J AREAS x RE CONSiR,.C. ONyl, OCGiR'iIN.O.
4,_0 4 � ---- � __ c P-c Ec c _aR uD;aA1
a.
II � A'ERIAL R_ C.E' ROOT. ORGANIC Ma TER OR O",1ER
M RIOR B ARINC LOCATIONS SLI ESE COORDINATED
19L55'lANIl AC-URER 7 5TRJCTURAL E\ WEER
L,4NA �LAE3 - - v
PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL
4 CONCRETESLAB ^'I'N. OVER 0 MIL SLA55 (INTERIOR_
VAPOR BARRIER SLAB HAL`_ ES OvER \
CLEAN COI'" ACTED FILL ,ll/ I5ERME5H
B �N:T : SE RED TO z
Y 0 B'I
9' A/C PAD Ux w w m el
a o
A' CONC
-- ------ L -----
- - &
CONCREr'_ &LAB
4" CONCRETE SLAG BIN. OVER 6 ILV
\\ VAPOR COMHALBE CLEAN
COMPACTEDFAILS W/ FLBEF IES H
\� �HVAC CHASE n
BASED ON 9'-34
LOCATION
7
' I Ass Y� � m� _EcrRlcnL
\I ''LAND
- 1, -
-
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I o
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------ - -- -
I � � a� II
III �— - ----
�\
CNc�5I�r� „�AB I I I
- CONCRETE 5-AB MIN OVER e MIL
vA. OR BARRIER `SLAB 5 ,ALL BE OvFR
_ EAN COMPACTED 'ILLW'B / FERI'IESH
/ —
�:GNCRE = AB M'IN, OVER 0 'IN, SLAB o
' MIL Z
i I s o'' I m'II
vA R EARRtER SLAB Sl.a�_ BE OVER
wII I — a II a s
Q,----------_-- —
_ 16 0 O-ENINr- _ 8 4 12 8_
5_ A„
35'-m"
PART. SLAB PLAN - ELEVATION'r
WALE WALE 1H�,•cRaaN/MlV P,"
r
IT
' Do vo
cu'wlw-5 vc- : An
xaa' R ON -oe AN-
�s'-c EE
2Clh""v AN' Dim%=AK'
13< 'HESE JRa.U.YG.`, AtiD
a.EGA D Dv.'rY
'cRPW"NW 4A�: a- " o rcI
Ca TRAC.OR AT ONCE MD 0
TlL ON 5 AL' REEreD
a TO CREC ED. THE
N RA CCC?CR A..SP1E5'HE
$9 CNEI9ILIT" O "�Ei ALL ',
I--IEMENTS OF LOCAL WI -III
p ICIALS . TO COMPLY WITH STATE
WI DING CADE5.
4-1
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mm P.I im
VERSION: 5.0
Ifflow
FOUNDATION -
SLAB PLAN
9 ffTf
F-1.0 K.1
_OLR:� 57=4RA ON A
'R;'.SE
XE C=.2RAL1�::"8'
AL. N-ER OR A�O OOYY0N JALL5 ARE DRaAO, A' 3 '/i 'uNLEE5 NO _C C_-ERU15'L.
E, D R R LCOE 15 A: 8'-0" w/ 9e CLG a SECOND OOR 5 4 D' Wi 8' C_C,.
A\DRAI. EI HT -.+__ BE 36' "EASURE-- VERTICALLY _ROM 7,E NGS NC C'-E TREAD.
'�i DENO-_ GP_55 WINDOW
N
IN
SECT ON LAN
PROV D= HANDRA L IN C-LIANOE LITH
THE CURREN- APPROVED BUILDING Cone.
0,.
— O'
4'
I '
v vv lrL
A\A
,A/ GURED� I •. 1
B 1 �x3PAD
255, 5 sP III
5QEAKFA-rt \ooK a
9'-4' CLG III
rA��,Y Tp VINYL P'_ANK
�ooM I 1
VINYL P' ANN< ISLAND
2x6 WA ® 34 ',R'
AcTl W/ 2, BAR -CP
T I
L� o
14THOA
--- ` r —A AN*�Y
RIR5
TY � a 'I n -3Y, 6'-aY2 2 II
1'
e
01 a FLR . s s l 6 T a g Nm i lNYPLK
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' "READS (10 W/ I' NO -
d
IN NA D IL O _N N
__ 55H �
LLS OMMON — ARAG WA —
�a y171 VNG REA Y6.5 .1AF \ A
�'� r R✓W = bE R.4-ICJ
N. 20 MIN PRE;
I _
_.____ vA/�.
e
ON
CRE-
AFP BOX
CONCRETE �', 1. IV'=,�Y 'o
Sk1. �IENIVC— VINYL P ^NK o1,
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-- GAFF -4 �L
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-- -
m,-�--
FIRST FLOOR PLAN - ELEVATION 'r —
SCAM ,�,Tn lVn,n
w,ka 1^ 'rob"
Iv=RI� � � oRl� � � u•a'I I
c lc1' 24,IF� NC
IDRhUIM1GS SFILL H REPO , C-
CPN ZA.. CR A7 ONCE .AD NO
CONSTR CN SHAL_ FIROC.EJ I
I R�,CTED TIE '
CON -RAC O4 A55F1E5 TaE � -
'P5PGN51B -Y _O TALL
rRE W REMENT5 2 _OCAL �L UiNG
OPiCIAL6 I TOQUIT, STATEI �
EUILDING CODES -
cj
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LCi ILLI
M IN
VERSION: 5.0 G
FIRST FLOOR PLAN .
81 . .
A-1.0I
PROD NJNIMIJr) P5U BOARD 5 AR4-10N AT A' L AND 8' TYPE X CEILNCS
IN THE GARAGE ADJACENT TO E NAI\ O E AND A T G AREA
J45HNG 11AC,IINE 5 .-LW 5 LOCATED OF THE DRY7R JN E55 NOTED OTHERJ'SE.
L EX R'OR WALL5 AR_ DRAu.n A' MU' NLE55 NOTED THERL
A— LA R RAND COMMON J4LL5 ARE R.A.LN AT 3 C LNLE55 NOTED OTHERWi5E.
,EADER FOR FIRST'LOOR 15 A- 8'-m w 4 „1 G t 5ECOND =LOOK 5 A 0' J/ 8' CLG.
-A\:vR EI.pHT SHALL BE 36" MEAEIRED vERTICA_ FROM -HE NO5 NG OF TAE -READ.
(0 FENCE,.— d.RE55 JINDOW
AN��A
2" MIN
RASPAB
ANDE4
D;Af"•,E'ER�
r-7U-
-RC—= HANDRAIL IN COMPLIANCE W TH
TIE -RRENT APPROVED BV_D NC-. CODE.
4 �
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n
/� ml
/u\
BAT- —
8'CLG
V.NVL PLAN<
i
OPT -TEMP
G-L455
ENCLOEIRE
3050 6H f�) 3050 off l
SECOND FLOOR PLAN - ELEVATION T
�0] AYIH
JO NOT SCALE IHE E DRAWINGS.
'VE EJILDINLORI uAT-1 H
CNTRAC.OR AND AN8
'x-FcRH G $TR C,J TIE6E
DRA,R ' DO NOT ..ON A N
SPE FIG NFOR'IA ION FOR AN,
R.., 11RAL LE N 5 TO BE
PROVIDED 3 EW-N ER OF
RE..CRDJ-ANC DI C ANC
(DIMENSONS ORIE A ON ETC)
'ET'
EN THESE DRAWINGS AND '.HE
A55OCIAT.O DRAW`IKa5 d/ r SITE
ORA ,I SHALL EE RE-kTED TO
^.IkITRACTOR AT C CE AND NO
_^N5 01CT CN SHA L F I'D
UNTIL CORRECTED i c
_TRACTOR AS E51'=E
-5-515ILll- TO -E7 ALL
REdIIRFTf FNT5 OF LOG L -LDIN
C IC1AL5 + TO COMP-1 UITH 5 ATE'1
WILD CODES.
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AFCI PROTECTION 21012 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
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FRST COURSETYPICA
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FOUNDATION
WALL
BRICK LEDGE
THRU-WALL FLASHING @ BRICK LEDGE
No- _c 5c4-=
-- HOUSEWRAP BARRER-
REFR TO DETAIL FOR CUTTING COORDINATE 15# BUIONG FELT
BARRIER AT WINDOW OPENING. i APPLICATION WHERE BRICK VENEER 6
SPECFfD
FOLD HOUSEWRAP DOWN OVER HEAD FLASHING
AND APPLY CORNER PATCH EXTENDING 1'MN.
_ BEYOND BARRIER CUT
-INSTALL HEAD FLASHING OVERLAPPING
WINDOW FLANGES A MN. OF T- INSTALL
UNDER HOUSEWRAP
APPLY JAMB FLASHING OVER SIDE
WINDOW FLANGES - MN. 1" ABOVE
HEAD AND 3" OVERLAP AT SILL
—NSTALL WINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTERIOR PERIMETER GAP W /
NOWEXPANDNG FOAM OR SEALANT
\ ` -TAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
PREMANUFACTURED PLASTIC SILL
BOOT
lAnKinniAl nOIcKnKirr M Acuinirr
NG- TO SCALE
— - --
—. GABLE END WHERE OCCURS
" REFER EIVATIO S AND DETAILS
12
SEE ROOF
PLAN
TYPICAL ROOF COVERING PER SPEC
TYPICAL ROOF TRUSSES PER SPEC
TYPICAL ROOF INSULATION PER SPEC
ROOF
PLAN DRIP EDGE PER CODE & COMM. SPEC
TOP OF CJN
TYP. M. CLG
RTO ELEVATIONS
MATERIAL - PERSPEC
FASCIA PER CODE & COMM. SPEC.
�\ TYPICAL SOFFIT FN6H PER SPEC
REFER i0 STRUCTURAL
FOR TRUSS TO WALL
CONNECTION
TIE BEAM • REFER STRUCTURAL
\\ TRM PER ELEVATION PER SPEC
8• CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FINCH ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC -\
L
I',
WAINSCOT PER ELEV. PER SPEC
TYPICAL BASE r
VERIFY FOUNDATION PROFILE VARIES BY
LOCATION/CONDITIONS
PER SPEC
REFER STRUCTURAL
VERIFY DETAIL FOR TERMINATION WALL
F146H AT FOUNDATION PER ELEVATION A
MATERIAL
lY
FN. FL
"-III�IIJII—
-
�I1
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
t
WAWFLOOR
FRAMING SYSTEM
CAST STONE SILL OR' `—
BRCKROWLOCK-
REFER TO ELEV.
BRICK SOLDER (OR) 3 BRICK
COURSES -REFER TO ELEV.
THRU-WALL MEMBRANE
FLASHING
WAINSCOT DETAIL
NO-'O
GABLE END WHERE OCCURS
12
REFER ELEVATIONS AND DETALS
SEE ROOFPUN
f} TYPICAL ROOF COVERING PER SPEC
TYPICAL ROOF TRUSSES PER SPEC
PER ROOF - — TYPICAL ROOF INSULATION PER SPEC
i DRIP EDGE PER CODE & COMM. SPEC
TOW.
— - $REFER TO ELEVATIONS
FASCIA PER CODE & COMM. SPEC.
-_
RE992 TO STRUCTURAL
FOR TRUSS TO WALL
TYPICAL SOFFIL "H PER SPEC
CONNECTION
� TYPICAL WALL FINISH ON FRAME w/
SHEATHING, PER ELEVATION. PER SPEC
TYPICAL 2( FRAME WALL AND SHEATHING -
REFER STRUCTURAL
J
L
TYPICAL MERDR WALL III
FNEH AND BASE PER
SPEC \
II
�2NDF.F.
REFER TO ELEVATIONS
WATERPROOF WALL FINISH TRANSN VARIES LD
BY ELEVATION. REFER DETAILS AND SPECS
T.O.W.
"�
TYP. NT. CLG.
\, TO ELEVATIONS
MATERIAL. PER SPEC
�— DRIP EDGE CRACK CONTROL AND WEEPS -
REFER TO STRUCTURAL 1�-
REFER DETAILS AND SPECS
FOR TRUSS TO WALL
CONNECTION
TIE BEAM
REFER STRUCTURAL
B'CMU BLOCK REFER STRUCTURAL
�— TYPICAL STUCCO F16H ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FMH AND INSULATION
OVER BLOCK PER SPEC
_ WANSCOTT PER ELEV. PER SPEC
r — VERIFY FOUNDATION PROFILE. VARES BY
TYPICAL BASE
PER SPEC
LOCATION / CONDITIONS
REFER STRUCTURAL
VERIFY DETAIL FOR TERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION AND
MATERIAL
a
.
�
� FIN. FL
-11� lr I°
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION
HOUSE WRAP OVER WALL SHEATHING - PROVIDE
ENOUGH OVERLAP TO COVER METAL FLASHING
AND THROUGH -WALL FLASHING
TAPE OVERLAPPING SEAM
\SIDING PER SPEC
IT BENT METAL FLASHING
EXTEND B' VERTICALLY
-- D(TERIOR SEALANT
1
CAST STONE SILL OR BRICK
i ROWLOCK- REFER TO ELEVATION
BRCKTE
WEEP HOLE
THRU-WALL MEMBRANE FLASHINGTO FACE OF BRICK W/ MN. 24'
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
7/8'STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B.,
LATH AND STUCCO) - PER SPEC
PEEL & STICK BRIDGE FLASHING, SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCREED - PER SPEC
WALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS
ROOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL & STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING
UNDERLAYMENT
SW CORROSION RESISTANT BASE FLASHING • PER SPEC
PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
2, ROOF TO WALL AT RAKE
718-STUCCO OVER FRAME (SHEATHING, 2 LAYER
W.R.B., LATH AND STUCCO) - PER SPEC
PEEL & SACK BRIDGE FLASHING, SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCREED- PER SPEC
INSTALL PER MANUFACTURERS INSTALLATION
INSTRUCTIONS
T' FIASHNG
CAP SHINGLE -DO NOT STAPLE OR NAIL
ROOF CEMENT
6'W CORROSION RESISTANT BASE
FLASHING (TYP)
PREENGNEERED WOOD TRUSSES SEE
STRUCTURAL AND TRUSS DRAWINGS FOR
SPACING AND CONNECTION DETAILS
TYPICAL EXTERIOR WALL ASSEMBLY - SEE
STRUCTURAL DRAWINGS
NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO HEAD OF WALL - SHINGLE
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HANDRUS SHALL NOT BE LESS THAN WOH MORE THAN SB'N HEIGHT
ABOVE THE STAIR NOSING.
HANDRAILS SHALL BE CONTINUOUS PER FLIGHT OF STAIRS. HANDRAILS
SHALL BE 11/2'CIEAR OF ALL AOIACE NT FNEH MATERIALS AND ENDS
SHALL RETURN TO WALL OR TERMINATE 11M+2N CROSS SECTIONAL
IME NSION, OR APPROVED EOUWALENT, N NEWEL POSTS OR SAFE
DIMENSION ,
TERMINALS. HANDRALS SHALL BE AND BE SMOOTH WITH NO SLURP
EDGENCORIEiS
STAIR AND RAIL.NG SUPPLE( INSTALLER SHALL SATISFY ALL BUILDING
DEPARTMENT APPROVAL REQUIREMENTS FOR THE PRODUCTS THEY
PROVIDE OR (STALL
-
GUARDRAILS WALL NOT BE LESS ANY DIREQTDM ANY
a
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THANSB'NHEIGHT LOCA,l�i
THE HANDRAIL CONSTRUCTION SHILL BEABIE TO PESETA
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ALONG THE TOP RAL
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b 0
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THE GUARDRAIL CONSTRUCTION SHALL BE ABLE
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TO RESET A CONCENTRATED LOAD OF2DO LBS N
THROUGH{
ANY DIRECTION
THE DNGINM ILLUSTRATES THE
THE TRRNGIAAR OPENINGS AT
SPECIFIC REQUIREMENTS OF THE
STAIR TREAD, REEK A BOflOM
BUILDING CODE AND E ONLY AN AD
SHILL BE SUCH THAT III DIAMETER
FOR BUILDING DESIGN AND
SPHE E CANNOT PASSTFRIOUGH.
0ONSrRUCT1DN
HANDRAIL/GUARDRAIL CODE DATA
BGALE.' 12"= I'-0"
FINISHED SURFACE
,EO. TREADS
SEE PLAN
WPLYWOODTRFACS .---____.—____—__--�
w 3i4"
nP
5LS'PLYW'OOD REEKS — ---- 'i1EXPANSION
2X12 NOTCHED STRINGER �F GAP \
/ P) 2X12 STRINGERS TYR
_ I
WTYPE TW. BD. ATALLWALLSAND
CEILING OF ENCLOSED USABLE SPACE
UNDER STAIR
Jl/
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FINISHED SURFACE
314'PLYWOODTREADS
�g
2X12 NOTCHED STRINGER P
STRINGERS MN AT EACH
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WPLYWOODRE9IS
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WITH FRAMING ANCHORS. SECURE PLATE TO
SLAB WITH SLAT PINS. ALL WOOD N DIRECT
CONTACT WITH CONCRETE TO BE PRESSURE
TREATED OR PROVIDE IMPERVIOUS MEMBRANE
SEPARATION AS ALLOWED BY CODE ----...
�EQ.TREADS
SEE PLAN
P) 2)(12 STRINGERS TYP.
FLOOR/STRINGER DETAIL
SCALE- 1/2"= I' 0"
1 1 /4"
M IN -�2" MAX. 1 1 /4"
MIN. - 2"
MAX. 1 1 /2" CL R
/- HARDWOOD TOP RAIL
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MISC. DETAILS
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EXTERIOR
INTERIOR
FIBER CEMENT SDNG OVER
TYvEK'OR EQUAL
HOUEATHIN OVER EXTHtDR
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SHEATHING AND FRAMING
/ J, I
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RECOMMENDATIONS
TAPE/SEAL CORNERS
-�
CORROSION RESISTANT/
,
\77 CAULKING -TYPICAL
METAL HEAD FLASHING
WITH WRAPPED ENDS
WINDOW ASSEMBLY
EXTERIOR GRADE SEALANT
INSTALLED WITH
OVER BACKER MAIERNL
�n
CONTINUOUS SEALANT
BEAD AT FLANGE PRIOR TO
J INSTALLATION
NOTE WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
HEAD AT FRAME WALL
SCALE 3"= 1'-0"
HORF LAP SIDING NSTALLID P-- II i'1 �� FOR FRMG. PER
MFRS INSTRUCTIONS 0/ BUILDING a r ICI STRUCTURAL DETAILS
PAPER o/SHEATHNG AS Ill! GYP. BC.
OCCURS )PER STRUCTURAL I 1
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7
TRACK ASSEMBLY
SEALANT �� 1
2x RES DR. JAMB /
JAMB STRP
GARAGE DOORI III
OVERHEAD GARAGE DOOR JAMB
SCALER'= 1'-0'
EXTERIOR INTERIOR
SELF ADHERING, SELF
HEALING WATERPROOF —WINDOW ASSEMBLY INSTALLED
MEMBRANESLL �� WIH CONTINUOUS SEALANT
DAM,CONTNUE 6''MN. / BEAD AT FLANGE PRIOR TO
UPJAMBS-- C !I INSTALLATION
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EXTERIOR GRADE j CAULKING -TYPICAL
BACKER
SEALANTMATOERVER MLT— ,ll, IX2WOODDAM
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FIBER CEMENT SIDING
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HOUSEWRAP OVER 1 PANTEDBLACK BEHINDEXTERIOR SHEATHING WINDOWS AT
AND FRAMING PER �I.I DORMERS, ttP.
STRUCTURAL DWGS. '�
NO�ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
SILL AT FRAME WALL
SCALE, 3 I' 0'
HORF LAP SIDING INSTALLED PER MFRS ��� j, FOR FRMG. PER
INSTRUCTIONS o/ BUILDING PAPER o/ al STRUCTURAL DETAILSSHEATHING AS OCCURS (PER IIII ` GYP. BC
STRUCTURAL DETAILS)
LAP BUILDING PAPER MN 31
o/ GSM DRIP EDGE F ASHNG (
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ICE 3 WATER SHIELD AT CORNERS. M� 1� 2x6 F.
EXTEND CUP WALL
11 �
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2x RES DR. HEAD J
GARAGE DOOR
GARAGEDOORTRACK
OVERHEAD GARAGE DOOR HEAD
SCALE = 1 IR'= 1'-0'
EXTERIOR
INTERIOR
_ —
FIBER CEMENT SIDING OVER'IYVEK'
OR EQUAL HOUSEWRAP OVER ...-
-' -J\\,
EXIERpR SHEATHNG AND /III
FRAMING PER STRUCTURAL DWG,.
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SHIM SPACE PER
6'WDE SELF ADHERING, SELF
MANUFACTURES'
HEALING WATERPROOF MEMBRANE
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RECOMMENDATIONS
OVER BOTH LAYERS OF BULDNG
.
PAPER
EXTERIOR GRADE SEALANT— '`_
✓
EXTERIOR GRADE SEALANT OVER
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BACKER MATERNL
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INSTALLED WITH
6'WDE SELF ADHERING,
CONTINUOUS SEALANT
SELF HEALING WATERPROOF
(1
\J BEAD AT RANGE PRIOR
MEMBRANE
TO INSTALLATION
NOTE WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
JAMB AT FRAME WALL
SCALE: 3"= 1'-0"
LAPE SIDING MALL PER MANUF. o/ GRADE
D'BLDG. PAPER o/ STRUCT. SHEATHING
SEALANT
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VERSION: 5.0
MISC. DETAILS
SIm#
Y;
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 T A THE DRAWINGS
O AUGMENT UG SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NO
TES. THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL D DRAWI
NGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
C
INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL. ELEC TRICAL AND GIVIUSTE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4, TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONSDETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5- THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION. INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING.
6- DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
CONTACT THE ENGINEER.
7 CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT.
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS CONCRETE SCREW' AND'MASONRY SCREW' SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO. GENUINE TAPCON. OR HILTI KWIK-CON II.
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES.
11 POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIM PSON STRONG TIE SET-3G, OR HILTI HIT -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 (TILE) _ -15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF
ROOF BOTTOM CHORD LIVE LOAD (w,'o STORAGE) =10 PSF
ROOF BOTTOM CHORD DEAD LOAD =10 PSF
FLOOR LIVE LOAD-______ ____ =40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS) _ __=30 PSF
FLOOR DEAD LOAD _ =15 PSF
DECK'BALCONY LIVE LOAD _ =40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS'.
LOCATION
TOTAL LOAD
LIVE LOAD
M
MA TOTAL
DEFLECTION
ROOF TRUSSES
L/240
L/240
1"
FLOOR JOISTS/TRUSS
U360
I L/480
1/2"
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5S"
2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L600
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED ----N/A
BASIC WIND SPEED_ _ ----140MPH
EXPOSURE CATEGORY =C
INTERNAL PRESSURE COEFFICIENT __ _ _ _ _ _ +i- 0.I S (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS _ =D
SEISMIC DESIGN CATEGORY =A
4. EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) _ -2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP =40 POP
WALL BRACED AT TOP -55 POF
5. GUARDRAIL/HANDRAIL LOADING.
ALL GUARDRAIL HANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (IOC -ES) AC 273 -'ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS."
CONCRETE NOT ES:
1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE.
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
'RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE' EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT.' CONCRETE
SHALL BE NORMAL WEIGHT. UNLESS INDICATED OTHERWISE.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES."
5, REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60.
6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI 315 - AND "MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R.
T REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB-ON•GRADE: WITHIN UPPER 2/3 OF SLAB AND 3i4MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1i2' MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOUNDATK)M AGAINST EARTH: 3'
FORMED CONCRETE: 1-1/2" (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8"
S. 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 TOLERANCE DU
RING U RI NG ALL CONSTRUCTION ACTIVITIES. INSERTING D S G DOWELS
ELS INTO
WET CONCRETE IS NOT
S O PERMITTED. ANCHOR RODS AND STEEL INSERTS HALL e S SS BE SET BY
TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWINGS. PRIOR TO PLACING CONCRETE.
12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMIENT AT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
• CONTROL JOINTS. SHALL BE FORMED. SAWED. OR TOOLED TO A 1" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNRE(NFORCED SLAB
IS AS FOLLOWS:
3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION
4" SLAB: 10 FEET O.C. EACH DIRECTION
• WELDED WIRE FABRIC (W.W.F.) 6X6-W1AXW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
• MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 1/2' TO 2-1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM C1116, THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS. THE KEY SHALL BE 25% OF THE
CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-112 INCHES INTO THE FIRST POUR
OF CONCRETE.
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION
FOR CONCRETE CURING" AND ACI 308R "GUIDE TO CURING CONCRETE'.
FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE.
2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES
FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A
MINIMUM NET ALLOWABLE BEARING CAPACITY OF 2000 PSF.
3. SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.
FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE
SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING
BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER
COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE
CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (MINIMUM) AND SEAL WITH ADHESIVE.
4. WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.O.
5, FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED
OTHERWISE ON THE DRAWINGS.
6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE
WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING
EXCAVATION AFTER SUB -GRADE APPROVAL. THE SUB -GRADE SHALL BE REINSPECTED BY THE
GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK.
BACKFILLING:
1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS. PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS. OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED.
3, BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES.
MASONRY NOTES:
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 F'm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY 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 H REINFORCEMENT S ALL CONFORM T TM O ASTM A615 GRADE 60
7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS
NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH T)-#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
114
20'
3"
10"
#6
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
O EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED VIBRATED GROUT
U OURS
42, LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14_ CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-4B - "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 PSI CONSTRUCTION AND INDUSTRIAL
PLYWOOD."
3, ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS'.
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
S. 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, WITH NUT AND 3"x3'x0.229' WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING = 2'-0' O.C.
REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE. OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2" ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 rN0.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES.
Fy= 875 PSI F_ = 425 PSI F- = 450 PSI F�= 1150 PSI F„= 135 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19r .
8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (8)-0.162 x2-1/2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO OR BETTER WITH BASE DESIGN VALUES'
Fo= 1100 PSI F� = 565 PSI FT- 675 PSI F,= 1450 PSI F,= 175 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MICROUAM LVL PARALLAM PSL (1 TIMBERSTRAND LSL
E = 2000 KSI E = 1800 KSI E = 1300 KSI
Fa = 2600 PSI F,, = 2400 PSI Fs = 1700 PSI
(*) -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 EIS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23/32 INCH. APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131"x2-1/2' COMMON NAILS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
I I.FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (R-2X KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U. N.O ON DRAWINGS
WINDSPEED OF
= 140 EXP. C
WALL HEIGHT
8FT
9FT
10FT
STUD
SIZE
HEADER SPAN
(FT)
4
1J/1K
1Ji1K
1JI1K
6
1JOK
1J/1K
1J/2K
8
1J/1K
1J12K
1J/3K
10
1J/2K
1J/2K
1J/4K
2x4
12
1J/2K
1J/3K
1J/4K
14
1J12K
1J/4K
ENG
16
1J/3K
IJ/4Kj
ENG
18
1J/3K
ENG
I ENG
TNDSPEED OF
= 140 EXP, C
WALL HEIGHT
SET
9FT
10FT
STUD
SIZE
HEADER SPAN
(FT)
4
1J/1K
1J/1K
1J/1K
6
1J/1K
1J/1K
1J/1K
8
15,11K
1J/1K
1J/1K
10
1J/1K
1J/1K
1J/1K
2x6
12
1J/1K
1J/1K
1J/1K
14
1J11K
1J/1K
1J/1K
16
15/1K
1J/1K
1J/1K
18
1J/1K
1J/1K
1J/1K
13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U, N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
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 ANSLTPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BYR ROOF
MANUFACTURERS DELEGATED ENGINEER.
2. ROOF TRUSSES HALL S 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 UPLIFT/LATERAL 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 (L 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:
I. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT. DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE. PLACING A HOOKED BAR WITH 12' LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM, COMPLETE
GROUTING OF WALL.
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5
REBAR (32' LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE. PLACING A HOOKED BAR WITH 12' LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE:
A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2' THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND
7-1 /2' MINIMUM END DISTANCE IS A DIRECT I REPLACEMENT FOR A 1,2 DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
INTO GROUT FILLED MASONRY_ G( FCMU):
A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4' 8"
O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" O.C.; LIKEWISE A
1 /2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2'-8"
O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT4'-0' O.C..
3. SIMPSON MASA SILL ANCHORS MAYBE 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
6-01
140
V-6"
150
1'-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 (LE. 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 PLOD
5/8, < OVERHANG < 1-1/2' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>1-1/2' CONTACT ENGINEER OF RECORD FOR REPAIR
6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH
GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS;
OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS. OR 60%OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM
HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS. FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4 X1-1/2" BIDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-114"X3' SDS SCREWS, WHERE
"#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
ATTOP 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 1-1/2" WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
A. MIN.) P 24 O.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDER/BEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE TABLE R602.3(1).
O
1 ZFLOOR SYSTEMS ARE DESIGNED BY THEHE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S
O p Fieldstone
DELEGATED ENGINEER AND BEN CONFORMANCE WITH THE LOADS F
O S & DEFLECTIONS IDENTIFIED
i
O
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
C.O.A.# ARCHITECURE:
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AA26002802
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
�--
CONFORM TOASTM D5055.
C.O.E.# ENGINEERING:
JURISDICTION SPECIFIC NOTES:
29349
1_ FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
O IBRAHEM ELAYEB, PE
BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
P.E.#
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
91476
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
0BENJAMIN NIESE, PE
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1_
P.E.# 86025
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND IGG-ES EVALUATION
11 /01 /2024
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
DATE
No. 8'�%y_
0 STATE OF
LORIV
,'11'11I1110\�
I Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd
Suite 150
Tampa, FL 33637
+ 1 813.466.3310
www.fieldstoneae.com
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DRAWN BY: FAE
VERSION: 5.01
SHEET NAME
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SHEET #
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8" CMU. VERT. -� PER PLAN \ - PER PLAN CMU COL. ,^ - VERT REINF. > B" CMU. VERT.
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MONOLITHIC END. w/
2 STORY (2)-#4 CONT. ON CHAIRS CONCRETE PAVERS_,_- PER PLAN 2�2
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N:
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FINISH GRADE=0 POURED CURB OR CMU BLOCK 7, \ SLOPE? SLOPESLOPE
- - SLOPE
i - FINISH GRADE
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--- 1' 4' @ #4 CONT. ON CHAIRS
1 4 @ #4 CONT. ON CHAIRS i 4 !� #4 CONT, ON CHAIRS #4 CONT. ON CHAIRS
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Fn M7u 40 Ennnn-oso
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DOOR PER SPEC. Z'' SGD PER SPEC.
a DOOR PER SPEC. % g FTG
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DOOR THRESHOLD DOOR THRESHOLD \ z 3 GROUT BED iv /r (THICKNESS VARIES)
¢ w
w w `3 ai � SILL PLATE, PER PLAN � SEE GENERAL NOTES. U.N.O.
a
w ¢ PAVERS PER SPEC STEP PER PLAN
0-01 SLOPE r� 0'-0" r : 5, 0`0
-� :. r� SLOPE (THICKNESS VARIES) .k ^I SLOPE
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7
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2 STORY 2 STORY ALT. FLUSH BRICK 2 STORY
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FO
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^ FTG ANCHOR 4" MIN BASIC WIND SPEED CORNER SPLICE
POST PER PLAN
/� SPLICE EA. SIDE. SAME
ANCHOR BOLTS OR STRAPS. 2x FRAME WALL wI PT EPDXY ANCHORPER GEN NOTES - PROVIDE CONT.STEEL
\ :
SEE GENERAL NOTES U N.O. \ SILL PLATE. PER PLAN POST BASE. SIZE PER POST REE. BARS BENT AT SIZE AS CONT FTC. STEEL
1�/4" MIN IN
CHART U.N.O. PER PLAN 140 MPH 140 MPH n / I
GONG SLAB PER PLAN
SLOPE SIZE CORNERS TO COMPLY I
FINISH GRADE -/ /CONC. SLAB q 4 I ABW44Z ABU44Z w/THE INTENT OF THE /
�� / PER PLAN 6 W66Z ABU66Z I BUILDING CODE
- -REFER TO DETAIL FOR MINIMUM? EDGE DISTANCES IN NUMBER OF CORNERBARS EQUALS NUMBER
1L K '�1 z ANCHOR TYPE SELECTION OF CONT BARS
1 .- 1 p o z ,, STD. SLAB BEYOND . TYPE ABW' POST BASES USE 1 /2 X3-3/4" EXPANSION , .
p''�-"' FTG & REINF
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**#5 ALLOWED TO
ON CHAIRS** " POST/FIG LOTION ANCHOR OR 5.18" ATR DRILL & EPDXY W/ 8" MIN EMBED DOWEL AS PE
#4 RED C IN PLAN
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CON C SLAB
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SIDEVIEW
BEARING PENETRATION - CMU
8" CMU, VERT. REINE. PER PLAN
EXTERIOR FINISH (PER ELEV.)
FINISH GRADE PENETRATING --\ / FINISH FLOOR
PIPE LOOP TIE AS
REQUIRED
PENETRATING PIPE** (
PVC
MONOLITHIC SLEEVE**
FND. PER PLAN FRONT VIEW MONOLITHIC
**VERIFY LOCATION IN FIELD FND. PER PLAN
SCREENED IN
SYSTEM PER MANUF_ SCREENED IN
T SYSTEM PER MANUF-
(1)-#4 CONT. SLOPE PAVERS PER SPEC.
/ ON CHAIRS- �--� - FINISH GRADE
FINISH / SLOPE
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CONC.
e„ 1 GONG.SLAB
-: PER PLAN
(11 #4 COMPACTED FILL
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SCREENED ENCLOSURES ONLY
THICKENED SLAB ® SCREENED
ENCLOSURES ONLY
**#5 ALLOWED ILO #4
@ SCREENED
IN ENCLOSURES 11/01/2023
8SULABEDGE
FMG-1 I S
Il) #4 REINFORCMENT------- SEE FOUNDATION PLAN 9 114"
BAR CONT., TYP. \ ! ZI SEE FOUNDATION PLAN ` FORM SLAB
- 01 ss ______________— __ _____ w
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RECESS
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ORO Fieldstone
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3/16"x3-3;4"CONCRETE -, &FTG 2x FRAME WALL w/P.T.
�,
C.O.A.# ARCHITECURE:
SCREWS @ 16" O.C. SILL PLATE. PER PLAN
\
AA26002802
� � (U-#4 CONT.
STEPPER PLAN -, ON CHAIRSUN.O**
.�
C.O.E.# ENGINEERING:
SLOPE
29349
0 IBRAHEM ELAYEB, PE
CONC SLAB PER PLAN
P.E.# 91476
0
■ BENJAMIN NIESE, PE
**#5 ALLOWED ILO #4
P.E.# 86025
THICKENED SLA@ GARAGE (NON BEARING) 11,01 /2023
11 /01 /2024FosOTO
SCALET FMG-O80
DATE
= * No.
=.p 4:_
0 STATE OF A(V
40RID IN
S101YAL E?
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd
Suite 150
Tampa, FL 33637
+ 1 813.466, 3310
www.fieldstoneae.com
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DETAILS
SHEET #
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11'-71/2'
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134�-11--_ �
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15' 4"
35-0"
FOUNDATION PLAN - ELEV. "K"
SCALE'. 1/4"-1'-0"
1. 31 /2" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER
2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0"
3. REFER TO DWG S9.1 FOR GENERAL STRUCTURAL NOTES
ORO Fieldstone .�\\\
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
No. =_
29349
D IBRAHEM ELAYEB, PE
P.E.# 91476
{V
■ BENJAMIN NIESE, PE
% O '. STATE OF
P.E.# 86025'•F40RID�
11 24
�ss/�NA�. F'? \��
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622, 4035
Florida
12906 Tampa Oaks Blvd
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com ,
DRAWN BY' FAE
VERSION:5.0
SHEET NAME
FOUNDATION
PLAN - SLAB
SHEET #
S1.1 K
-- _.I_i_ _- _. -------- -.--- —---- -.-----r--_ _----'- __. _ t-- -.-- - ---- ' - T- _... _ _.._ _ _-- -- I-
CONTINUOUS LINTEL OVER
MASONRY COLUMN. DRILL 3'
HOLE IN BASE OF LINTEL &
EXTEND REBAR THROUGH
8F�6-OB/iT
25 SH 25 SH
i8F1&0B,!1T
ev/ LINTEL REG ESS �BF32-OBi1T' 8F16-OB/1T
2868 DOOR 25 SH
UWEI. AND BOND BEAM LEGEND
BOND BEAM IS TO BE 8" KNOCK OUT BLOCK
WITH #5 BAR GROUTED SOLID. CONTINUOUS -
AROUND PERIMETER OF STRUCTURE
2. MINIMUM 4' NOMINAL BEARING PER END -a- - - -
LINTELS OR AS REQUIRED BY MANUF. a-
3 LINTELS WITH A CLEAR SPAN LONGER THAN-
12'L SHALL BE PRESTRESSED.-
4. BOND BEAM ELEV = 9'4U.N.O.
5. GARAGE DOOR LINTEL HEIGHT MAY HAVE A t
TOLERANCE OF +/- 4' FOR ALL LINTELS 28' - o v o
OR GREATER - - - -
TYPE DESICaNATIDN _ - ; E -
- F = FILLED WITH GROUT] U = UNFILLED a -
- QUANTITY OF #5 REBAR AT --.--.--.
j BOTTOM OF LINTEL CAVITY -
B F16-1 B/1 T
- QUANTITY OF #5 REBAR AT TOP
NOMINAL HEIGHT S
NOMINAL WIDTH
#5 REBAR AT TOP
MIN. (1) REO0
1-1,2"CLEAR
z cmu Michigan
a o 0 3400 Auburn Rd
GROUT
#5 REBAR AT BOTTOM Suite 200
OF LINTEL CAVITY Auburn Hills, MI 48326
• L BOTTOM REINFORCING
.f +1 246.622.4035
PROVIDED IN LINTEL (VARIES)
7-Si8' ACTUAL Florida
8' NOMINAL HEIGHT 12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1813.466.3310 .
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4SC CONTINUOUS LINTEL OVER
MASONRY COLUMN. DRILL 3'
HOLE IN BASE OF LINTEL &
EXTEND REBAR THROUGH ■
3-1,2'x5-V/ ' PSLCOLUMN
1
I
4SC - - -_ _. ■
8F34-1B/1T w/ LINTEL REGESS �8F1606�� SFt6- B/1TI
16070 OHGD 3080 DOOR 25 SH END 25 SH
I SF16-16/1T
FIRST FLOOR WALL/HEADER PLAN - ELEV. "K"
SCALE' 1/4"= 1'-0"
NOTE9-
1. REFER TO DWG SOT FOR GENERAL STRUCTURAL NOTES
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�= NO. __
" VERSION: 5.0
9349
213
IBRAHEM ELAYEB, PE
* % * * -
�q-:� �`
SHEETNAME
WALL/HEADER
P.E.# 91476
�O STATE OF 41 -
PLAN
■ BENJAMIN NIESE, PE
P.E.# 86025
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SHEET #
11 24/SS'fONAI.
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DATE
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1.
—MSTCM40 FROM KING
STUD ACCROSS FLOOR
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(2 6 1 (2) 2x6 j
3050 SH 3050 SH
(2)-2x4 WALL
MSTCM40 FROM KING
/ STUD ACCROSS FLOOR
TO CMU WALL BELOW
(2) 2x6
3050 SH END
(` 2) 2x6
3050 SH
C516 HORIZONTAL STRAP
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CONT. ABOVE & BELOW
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OPENINGS PER SW61S4.2
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OF (2) 2x COLUMN TO
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GIRDER BELOW
(2)LSTA12 FROM
GIRDER BELOW
3050 SH 3050 SH
BASE OF (2) 2x
COLUMNTO
GIRDER BELOW
(2)LSTA12 FROM BASE —
CS16 HORIZONTAL STRAP
(2)LSTA12 FROM BASE
OF (2) 2x COLUMN TO
CONT. ABOVE & BELOW
OF (2) 2x COLUMN TO
GIRDER BELOW
OPENINGS PER SWB(S4.2
GIRDER BELOW
SECOND FLOOR WALL/HEADER PLAN
- ELEV. "K"
SCALE1 4-1' 0'
4000 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
O IBRAHEM ELAYEB, PE -
P.E.# 91476
■ BENJAMIN NIESE, PE �O STATE OF `
P.E.# 86025 �jF F40R1Dp •' ���;
11 24
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1813.466.3310 -
www.fieldstoneae.com
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VERSION:5.0
SHEET NAME
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HEADER PLAN
SHEET #
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LOCATION OF �— HTT4 w/ (18)SD #10 x 1 1/2SCREWS & 5/8'
U2 (2) MT516 TO (4)2x4 BUILT UP ATE THRU TOP PLATES TO HTT4 (d TOP OF
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1!2 SD5 SCREWS TO BASE 1-1 /2 SCREWS HTT4(q BASE w/UBIRD #10
= OF COLUMN & 1:2 ATR TO — x 1 1 /2 SCREWS & 5/8' ATE TO FOUNDATION -T
(2)HETAI6 3) 1 3/4 x16' LVL / FOUNDATION- DRILL & w/ sET-3G EPDXY, MIN. 8 EMBED �� I
w,/ (12)16d EPDXY w/ MIN. 8' EMBED.
OR GIRDER PER MANUF. _
(2) META16
OR GIRDER PER MANDELis c
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FONDATION w/SET-3G
EPDXY. MIN 8" EMBED.
(2)HTSII6 TO (3) 2x4 BUILT UP
COLUMN w/ (2) LSTA30 Ca
BASE OF COLUMN TO GIRDER
BELOW w/ (22)10d EA
ROOF FRAMING PLAN ELEV. "K"
SCALE 14"=1-0'
NOTES.
R 11. REFER TO DWG SO_1 FOR GENERAL STRUCTURAL NOTES
_ JJIIJ LLL _ 2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
FLOOR/LOW ROOF FRAMING PLAN ELEV. "K"
SCALE: 1 M4 1'-0'
NOTES.
1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
TRUSS NOTES
UNLESS OTHERWISE NOTED ON PLANS:
1. ALL TRUSS STRAPS TO MASONRY ARE TO
BE META16,
2. ALL TRUSS STRAPS TO WOOD TO BE
51MPSON ITIOA. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H25A TO BE USED TO MULTI -PLY TRUSS,
;I) EACH SIDE w/Sd NAILS MIN. SI MPSON
ITS 5A MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL w/8d MIN.
3. TO TYR 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) MULTIPLYTRUSS REQUIRE (2)
SDWC15600 AT EA. PLY
G) (1) SDWG15600 SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DBL TWIST STRAP TRUSS
CONNECTIONS(LTS/MTS/HT$) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISCLNMER
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 UPLIFT/LATERAL LOADS
IMPOSED.
IF ANY TRUSS CONNECTOR SHOWN IN THESE
DRAWINGS CAPACITY HAS BEEN EXCEEDED,
THE TRUSS MANUFACTURER SHALL NOTIFY
THE ENGINEER OF RECORD IMMEDIATELY
\ITT
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BASE OF COLUMN TO GIRDER \
BELOW w1 (22)1 Od EA F.
SU i
DODO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: No.
29349
0 IBRAHEM ELAYEB, PE ,v _
P.E.# 91476 4/z
INBENJAMIN NIESE PE 0 STATE OF 4V
P.E.# 86025 �i�� ' !eLORIOp'. �0
11 /01 /2024 ,'/;S/S'0NA1. �?G `\
DATEI'lIIII
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
-1 813.466.3310
www-fieldstoneae. com
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DRAWN BY'. FAE I
VERSION: 5.0
SHEET NAME
ROOF & FLOOR
FRAMING PLAN
STRUCTURAL SHEATHING. SEE PLAN AND
DETAILS FOR ATTACHMENT 'NOTE' TRUSS ATTACHMENT: - VALLEY SET
REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING �\ ALL TRUSS ENpS ARE TO BE "EGUREO 0 THE EXT. WALL % TRUSSES @ 24" O.G
AND OR TRUSS MANUFACTURER SEE PLAN AND DETAILS \ 6E LOW USING ONE OF THE BELOW METHODS. DNA FULL - VALLEY SET
-- PRE-ENGINEERED 221;2' TRUSSES C.
1,2' DRAWINGS FOR SPECIFIC TRUSS % FOR ATTACHMENT OPTION MUST PI USED FOR CONTINUOUS LOAD PATH' - MIN. 9" LONG 20
j WOOD TRUSSES /
/ PROFILE INFOP.MATION. li.e. HEEL a. INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. 3Q= OPTIMAL GA. FLAT STRAP 24' O.C.
- TRUSS OR -
AT 24' O C MAX. HEIGHTS. SLOPE OVERHANGS rLCON
PRE ENGIK EERED F0 /
l SHE INTO DOUBLE TOP PLATES, Ems- 30` MAX- RAFTER \ / wi (8)16d /
> OR > - WOOD TRUSSES SHEATHINGS CONTINUOUS AND WILL TRANSFER f SHEATHING
2x RIBBON BOARD =� N AT 24' O.C. MAX. COM BIDED SHEAR& UPLIFT. SDWC 1560 - �SHEATHN2x BLOCKING AT -L w' (3) lOd NAILS,24f b PER PAN
TTACHED TO TRUSS- INSTALL rvPIC INSIDE O CONNECTOR FROM TRUSS TO PER PLANSHEATHING EDGESW' (3) OR- 5 TOP PLATE ON INSIDE OF THE WALL. ADDITIONALLY8d NA.ILS INTO TRUSS --INSTALL LT512 TOP RATE -TO -STUD CONNECTORS A EA --i OCCENTER MAX. 2x BLOCKING AT (2x R1880N BOARD OVERHANG �i OVERHANG,CONTINUOUS STUD. EXT. SHEATHING IS CONTINUOUS AND WILL PER PAN 1 PER PLAN I', 2X4 BLOCKING
SPACING B, SHEATHING EDGES w1 (3) edATTACHED TO TRUSS w; TRANSFER COMBINED SHEAR & UPLIFT. -- UNDRTRU55STRUCTURAL SHEATHING PLATE. EXT SHEATHING IS CONTINUOUS TRU WILLNAIL PER TYPICAL CONTINUOUS STRUCTURAL NAILS INTO TRUSS (3) 10d NAILS, 24" O.C. c INSTALLTYPICAL TRUSS SCREWS FROM TRU55 TOTOP 1/2-, 3/4" _,1 CENTER MAX. SPACING ENDS. NAIL TO ___ - -SHEATHING NAIL PER ' CONTINUOUS STRUCTURALSHEATHING DETAIL ,,TRANSFER COMBINED SHEAR&UPLIFT. SWGLE SDWC: CONFNiURA710NA SWGLE SDWC:CONFN'aURAT10NB TRUSS CHORDSspwc15s0o
TYPICAL SHEATHING DETAIL SHEATHING NAIL PERTINUOUS STRUCTURAL TYPICAL TRUSS -1 /\L (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) w/ (3) 10d EA. TRUSS SCREW
ANCHOR PER PAN TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER INSTALL THROUGH TOP PATE INSTALL THROUGH TOP PLATE
DETAIL AT TRUSS HEEL 91/4" ANCHOR PER PAN TYPICAL SHEATHING DETAIL / END. TO EVERY
L _- FRAMING PER PAN �..,' INTO TRUSS/RAFTER INTO TRUSS/RAFTER
FRAMING 4 14 �"1 , 4-14" �-\ f TRUSS BELOW
' -"-- - PER PAN
NOTE: - _
REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR DETAIL AT TRUSS HEEL > 9 1i4" OR
SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS. SLOPE, OVERHANGS) /STRUCTURAL _
TRUSS OR
HE
S FOR
RAFTER
RUSS OR
USS OR
AFTER
STRUCTURAL SHEATHING. SEE \ATTACHMENT\ / ` STRUSSES ADT24ATT0HMEN. \ \ / /� 3/4OOD1!4" 12)SDWCI600 -�\ T(2)SDWCR56 OER T2)SOWC1R560 I� ` @
PAN AND DETAILS FOR VALLEY SET
MAX
HI
AN
PRE-ENGINEERED WOOD ---- •� FASCIA, DWGS FOAMING PER PANCTURAL -; 3114" OVERHANG
AN OVERHANG
AN �y� OPERHAN �I� PER PANG 240.C.
TRUSSES AT 24" O.C. MAX. _ p
TRUSS ANCHOR _
PER PAN ( ) C UOUS S U - - - - - - -
'\ 2X4 PURLIN EA. VALLEY
FASCIA. SEE ARCH DWGS) - - _ - -- SHEATHING NAIL PER 'f T 3 4 �� SIDWO. 4 DOUBLE SDDWC: CONFIGURATION B DOUBLE SDWC: CONFIGURATION D ^ \ TRUSS, NAIL O COMMON
'6' 1/2'-1' 1�2'-7 �8' 1,2
/ TYPI GAL SHEATHING DETAIL -- J
,� 3/4.. ' / �\ TRUSS w/ (3) 16d GUN NAILS
BOND BEAM DETAIL AT TYPICAL TRUSS ; HEEL < 9 114 - 20 -25: % ) 20 25 CS FGNED ION A ( UGH FROM STUD) INSTALLED THROUGH - --„
PER PAN _-- _ __ _ 1i4' \ II (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO TOP PLATE - BOTTOM CHORD OF VALLEY
DETAIL AT TYPICAL TRUSS - - :I` 221/2` 221/2` INSTALL THROUGH TOP TRUSS/RAFTER TRUSS NAILED TO PURLIN wj
w/ HEEL < 9 114' - _ - OPTIMAL OPTIMAL PLATE INTO TRUSS/RAFTER 10d GUN NAIL till 8" O.C.
F TRUSS ON MASONRY 2023 ROOF TRUSS ON FRAMING „/6, /2023 DOUBLE TOP PLATE SCREW CONNECTIONS 11/Ot /2023 TRUSS VALLEY SET OVER FRAMES4N
ROO 1110.,/2R02 Ej)TRU�SSXFTMER
R06
OT TO SCALE RWM-010 RVVW-020 RWW'030 NOT TO SCALE RWG-060
2X4 BLOCKING AT 2'-0"
STRUCTURAL SHEATHING.
O.C. wi 12d TOENAILS
(SEE PAN FOR
(2)
EA. END TO TRUSS
III ` ATTACHMENT)
I�
PRE-ENGINEERED
BOND BEAM PER
TRUSSES AT 24" O.G.
PAN AND SCHEDULE
-\
SHEATHING PER PAN
8CMU WALL, SEE
-------
META16 AT BLOCKING
PLAN FOR VERT. REINF
i
FRoy WALL BRACING @ NON-BRG. EXT. WALL (NON -SHEAR) 11101,2.23
NOT TO SCALE RWM-070
STRUCTURAL
SHEATHING PER PAN
PRE-ENGINEERED
TRUSSES AT 24" O.G.
`` TRUSS STRAPPER PAN
8"
EXTERIOR -
to _R %INTERIOR
CMU WALL, '
a SHEATHING PER PAN
SEE PAN FOR
VERT. REINF.
S
BRACING @ PERPENDICULAR BRG. WALL (NOWSHEAR) , IiD,;2023
NOT TO SCALE RWM-080
— k — J2)
O C2�
T2l 3
�Q< 3
RIDGE J }
GABLE
END
GULE
(ROOF MICR 212T00:12)
STRUCTURAL TYP TRUSS
SHEATHING PER PAN CONNECTOR
CONT. 2X4 w/ (2) ,\ T PER PAN
12d NAILS
SEE REQUIRED
T
BRACING PER TRUSS \ ^'`
MANUFACTURER
ALT. OUTLOOKER FRAMING
(REDID AT 170MPH OR GREATER) /
COAT. 2X4 w/ (2) 12d NAILS
STRUCTURAL SHEATHING
PRE-ENGINEERED WOOD
TRUSSES AT 2'-0' O.C. MAX.
FASCIA
(SEE ARCH. DWG.) /
r 2X4 ADDER FRAMING AT 24' _ 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/
1 O.C. REG'D AT OVERHANGS / (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6" O.C.
GREATER THAN 12". ATTACH TO W/ MIN. Ed NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
TRUSS TOP CHORD ; (2) 16d WHEN SECOND BRACE IS REQUIRED,
NAILS AT 24 O.G. NAIL TO OPPOSITE SIDE OF BLOCKING
-
STRUCTURAL / / ,. AT VERTICALS 3-6" TO 6-6" USE ONE 2X4'L" BACK.
SHEATHING
PER PAN / / 2_ AT VERTICALS OVER 1E" TO 8-5" USE 121 2X4 "L' RACKS 11
EA. SIDE) (OR FRAME PER CASE 3 BELOW).
J 3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2X4'U BACK
AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
3Z�-r RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
BLOCKING BELOW THE ROOF SHEATHING wj (5) 12d's AT EA.
END. IN ADDITION TO THE SECOND DIAGONAL, A
SEE PAN FOR STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND
ATTACHMENT OF MUST BE ATTACHED 70 EA. "L' BACK WITH 2 12d's AND ONE
ALL STRUCTURAL SIMPSON H$ OR ONE USP RTS CONNECTOR.
/ SHEATHING.
/ 2x SHTG SIDE NAIL ALL "L" BACKS AND STRONGBACKS wi 12d's AT 6"
O.C. NOTCH "L" BACKS AT TOP AND BOTTOM-
- BLOCKING
- TRUSS ANCHOR PRE-ENGINEERED WOOD -,
PER PAN TRUSSES AT 2' 0' O.C. MAX- `
CMU WALL PER PAN FASCIA (SEE ARCH.
DRAWINGSI i
SHEATHING PER PAN
/ I TRUSS ANCHOR
PER PAN
/'. FRAMING PER PAN
PARTIAL WOOD BEARING
H HIP TRUSS BRACING DETAIL (BOSTON HIP) 11,01 /2023
S?�7
RWM-100
r
CONT. 2X4 w/ (2) - _ - TYP TRUSS acss-..* o iwx
�� 12tl NAILS - - CONNECTOR PER PAN TR1,11
�.
STRUCTURAL
SHEATHING PER PAN s
SEE REQUIRED I� ALT. OUTLOOKER FRAMING 1.LTE ssn , ssEs
:a .
V
/ BRACING PER TRUSS (REO'D AT 170MPH OR GREATER)
2 MANUFACTURER
STRUCTURAL
2 /. � i�3 CONT 0, FASCIA PER SHEATHING PER PAN
._.... ,, \ ARGHS w,, (2) 12d NAILS 2X BLOCKING TOENAILED.
/ - THREE TRUSS BAYS BACK
PRE-ENGINEERED - - 2X4 PURLIN 6a
FROM GABLE END
RIDGE WOOD TRUSSES AT \ STRUCTURAL BREATHING EA VALLEY
2 0" O.C. MAXPER P
. �' AN TRUSS. NAIL TO
\ FROM GABLE END BOTTOM CORD SS NAILED COMMON
\
2x BLOCKING-OENAILED. -
- - - 3 TRUSS BAYS BACK TO PURLIN wTt OdSGUN NAIDL \ \ 116d NAILS
tg LE8" D.C.
HIP STRUCTURAL -� 2X4 BRACE COAT. 2. FASCIA PER
SHEATHING PER PAN ARC HS'w/
H2.5A ry EA OVER (2)1vd NAILS III,
I
-- FRAMED OVER \ SHEATHING PER PAN PRE ENGINEERED O.G. MAX
- ' WOOD II /li
ROOF$FfATFIN3 DAIS ROOFFASTBiJGZOIS BETWEEN TRUSSES J \ TRUSS ANCHOR TRUSSES AT 2' 0" O.C. MAX sx
NOTEVm4FEETNALICASES I 1 i 2 3 eopp»AT®eeRles� —/MASONRY CONTINUO
e" CMU WALL OR UNTEL SEE SHEATHING
PANEL EDGENAWG(Bq 6-01 I COG S'DC EA. END PLAN FOR REINFORCEMENT EDGE - - 2x4 T \
III 1B04BHE01ING(40.20 SPAN A?OSIM2.11AIIS: -- - / NAILING
BRA
CE\
0.131'z DDI PANELRETDNNLNG(R� CO.G COG CO.C. Hz.6AR EA PER PLAN
AATEDPLYWOODOROSB) ____ - ._ __- _ _ �= TRUSS TIE PER PLAN ''�
' 1 FIFAD DN. OVERFAMEO TRUSS OF A,a EA END
FOR SAW WIND SPEED 170 MPH OR GWATEII, EN 6 FNSHAILBE I'O.C.ALLMMM HANGER
ZONES EDGE NAILING y f2) SDWC15600 - TRUSS 1
/ TOP P ATES OTO WOOD MARC �� TORCUS�& 10' 0"
AX
PER PAN 2X4
- - >� TRUSS 1116" FRAMING
/ FRAMING PER PAN D.G.. (1) EA PLY. SHEATHING
�!�� SHEATHING, SEE PAN J
1.WOOD SIRUCRANL PANELS LISEDAS PAOFSFEA7HNG SHALL BE 18TNID'M 1IFIJONfS 5TAGG9fDALDNG SIDE OF PMBSPBIPBODIAAR TO FOR ATTACHMENT WOOD PLPERAN PL
AN
W FNAABNG 18111 ��OVERFW4MED GABLE END DETAIL i
1 MOD (11/302023) , ITYP. GABLE END DETAIL (MOD) 11�30/2023
RWG-202BB-449) RWG-203 BE 449)
AClI SHEATHING ATTACHMENT DIAGRAM ,fro,
R11 --- — — ..a�-
NOT TO SCALE RWG-112
1._} STRUCTURAL
CONTINUOUS - - - COAT. 2X4 (MIN.) w/ -1
STRUCTURAL � � (2) tOd NAILS SHEATHING PER PAN
SHEATHING, SEE \\\
PAN FOR _ 2X4 OUTRIGGER AT 24" O.C. REGO AT -
ATTACHMENT OVERHANGS GREATER THAN I5 >
10d TOENAILS @ 121 A35 @ EA. ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO
8" D.C. TRUSS TO 77 w/ TYP TRUSS CONNECTOR PER PAN TRUSS w/ (3)10d
HORIZONTAL BRACE. �A TOENAILS
TOP PATE ONE EA. SIDE
WALL FRAMING STRUCTURAL
ALONG TOP PATE SHEATHING PER PLANt
ED TOP GABLE w/ OUTRIGGERS
PER PAN \l�/QOD .- 2X4 BLOCKING !� GOAT. 2X4 /MIN.) w/ REO'D AT170 MPH OR GREATER
EDGE NAILING -� SHEATHING EDGE (2) 1od NAILS
IN LIEU OF BLOCKING AND - A,w/ (2) 10d @ EAEND TO ADJACENT 2X4 ADDER FRAMING ATEDGE NAILING SHOWN TRUSS WEB24'O.C. READ ATWITHIN THE GABLE IT IS CKING AS REOUIR SACCEPTABLE TO USE(OR BOTTOM OVERHANGS UP TO 1SBRACING BV TRUSSCHORD NAILING ATTACH TO TRUSS TOPNUFACTURER."EDGE NAIL SPACING TO q5SHOWN) CHORD w/ (2) 16d NAILS -PERMANENTTRUSS
BOTTOM CHORDOFTRUSSAT 16" O CBRACING PER TRUSS
TO TRANSFER LOAD. 2X4 BLOCKING @ GABLETRUSS wi REQUIRED MANUFACTURER @ 10'-U
TOE -NAIL J SHEATHING EDGE w/CING PER TRUSSMAX. SPADING.
VERTICAL WEBS ASEDGE NAILING (2) 10d @ EA. END NOTED IN THEUFACTURER (1) ADDITIONAL FAT 2X4
SHEATHING TO ADJACENT STUDFRAMING SHEETBSCI REQ'MTS) WITH BLOCKING
SPLICED SHFATH94G TRUSS NOTESEXTENDING A MIN. OF (3)
TRUSS BAYS PACED
--- BETWEEN PERMANENT
(3) 10d NAILS @ 7 (3) 10d NAILS @ TRUSS BRACING
EA. TRUSS CHORD / EA. TRUSS CHORD PROVIDE 2X8 PT PATE w/ 1 /2' DIA. x 10" (RESULTING INS'-0" MAX.
NAIL BOTTOM CHORD - OVERALL BRACING)
- - - - OF GABLE TRUSS w! ANCHOR BOLTS @ 4'-0" O.G. MAX W/ 3'x3'
12d's AT 4" O.G. PL WASHERS AND 7" EMBED. NOTCH HORIZONTAL 2x
MASONRY',HORIZONTAL 2x BLOCKING OVER PATE, BLOCKING BETWEEN
A35 A35FIRST 3 BAYS OF
- MASONRY WALL, BOND BEAM, LINTEL BEAM.
-.js- SEE PAN FOR OR RAKED BEAM PER PAN. FOR RAKED FRAMING TO
AA CM000) A -A (MASONRY) ATTACHMENT OF ALL BEAM @ VAULTED CONDITION. SEE PAN PERMANENT BRACING
STRUCTURAL SHEATHING_ AND DETAIL. w110d @ 4' O-C.
'END TRUSS BRACING DETAIL 1110112023
02
111DGE
ME
(ROOF PITCH 712TO 1214
RWM-090
ODO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802 —
C.O.E.# ENGINEERING:
29349
0 IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
11/01/2024
DATE
ol,
r_.,r oiae o oa+ P �oPA,F sow
1GS® TRl1SS STRAP PBAR w. '
C STATE OF
F�ORIDP
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
—1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466,3310
www.fieldstoneae.com
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DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
DETAILS -
ROOF
SHEET #
S4
.1
EXTERIOR WALL SHEATHING
SHEATHING
NAIL PANEL EDGE ''I FIELD BLOCKING
REQUIRED (MIN)..
SIZE NAILING SPACING REQUIRED
7116
SHEATHING1-
8d 3,0C 12" GO
ALL EDGES
:�
.yam
/I
PANEL EDGE NAILING
NOTE: PROVIDE BLOCKING
S 5
AT ALL SHEATHING EDGEIT
318.
FIELD NAILING, STRUCTURAL
TYP. SHEATHING
# \
SINGLE NAIL EDGE EDGE SS
PACING
.�/
1
DOUBLE NAIL EDGE SPACING
�I
EXTERIOR WALL SHEATHING
SHEATHING 1 NAIL PANEL EDGE I FIELD BLOC IKC NG
REQUIRED (MIN.) SIZE NAILING 1SPAGING REQUIRED
8d 3" O.G. 112" O.C. ALL EDGES
SHEATHING
S
r STRUCTURAL SHEATHING 3/8" L�
- FIELD NAILING.
TYP.
_ 'SINGLE NAIL I
EDGE SPACING
-
STUD SPACING _
PER PLAN
2X4 BLOCKING - PANEL EDGE
SHEATHING SPLICE SAME ® ® NAILING
THICKNESS AND STRENGTH AXIS
3 1/2' BOTTOM /
NAILING
PER PLAN
ORIENTATION AS WALL SHEATHING
CHORD
EATHINGDERIL
GABLEENDSHEATHINGDETAIL
11/01/2023
)7.�T.li
„a1/2023
WGW-010 �JNOT TO SCALE
WGG-020
INT FINISH
WOOD BUCK ATTACHMENT: ALTERNATE:
Ix CUSTOM P.T. BUCK TO
E, R GREATER BUCK TO
1x WOOD
MASONRY
MASONRY
Ix P.T. BUCK
MATCH FRAME WIDTH,
BUILT-UP THICKNESS < 2
_
ATTACH w/ "T" NAILS @ 4"
1 4 1 4'x4" MASONRY
;{ ATTACH
FROM ENDS AND 12' O.C.
SCREWS @ W FROM ENDS
WINDOW PER
REMAINDER. ATTACH
AND 12' O C REMAINDER.
= FLORIDA
WINDOW THRU BUCK INTO
wi 1 1i4EMBEDMENT
1 PRODUCT
MASONRY PER FLORIDA--%
AWOL
PRODUCT APPROVAL
SEALANT
PER ELEVATION
PRE-ENGINEERED TRUSS PER MANUF @ 24" O.C. MAX
ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN)
12)-2x TOP PLATE -\
(6) 0.148"x3" FACE NAILS THRU KING _ (6) 0.148'x3' FACE NAILS \ 1
STUD TO HEADER (MIN. 3 EA PLY.) -- -TYP TRUSS -TO -TOP PLATE THRU KING STUD TO
CONNECTOR PER PLAN HEADER (MIN- 3 EA. PLY.) 2X CRIPPLE STUDS @ 16" O.C.
HEADER STRAP RED MINT PER TABLE OVER HEADER; TOP/BOTTOM STUD
LET BASIC I HDR MAX STRAP 1 HEADER PER PLAN, (2) PLY. HEADER STRAP REQ'MNT PER TABLE - CONNECTORS PER W10/S42 TYP.
WIND SPEED '.CUR SPAN R_EO'MNT MIN. ADDITIONAL JACK/KING ULTBASIC HDRMAXI STRAP rl
STUD CONNECTOR _WIND SPEED f CUP SPAN I REOMNT r
<140�PH 4 FT LSTA18 REQUIREMENTS PER PLAN.
HDR MAX CLR SPAN <, 40 MPH 1 q FT I LSTA18
<140 MPH 9 FT MSTC28 j
—� <140 MPH I 9 FT MSTC28
1160 MPH 5 FT MSTA24 IEDGE 'NAIL Sh.EATHING AROUND CPNG
PER TYP SHEATHING DETAIL REOMNTS
I. <160 MPH II 5 FT ', MSTA2a 1
# OF JACK STUDS 2XFRAMING BELOW WINDOW -�
SHEATHING PER PLAN I PER PLAN OR PLAN,OPNGS PER OMIT AT
AT FOUNDATION CONDITION DOOR OPNGS, HOLD GENERAL NOTES / ALT. HEADER CONFIGURATION
DOWN REQUIREMENT PER TABLE: -rI Tr (FOR INFORMATION BEYOND BREAKLINE OR NOT SHOWN REFER
ULT BASIC HDR MAXI TO FILE TO STD HDR CONFIGURATION)
WIND SPEED CUP SPAN HE REOPANT AT NDTO N (IF APPLIES)
DTT2Z W/ (8)-1/4 1 1/2" I �S CONDITIONS (IF APPLIES)'. ROUGH OPENING MITER LINTELS BY
<,40 MPH
L— _ & 1/2 x6 TITEN HD i ULT BASIC HDR MAX HD REO'PANT BELOW FIELD CUTTING
9 FT <,40 MPH , HTT4 w/ (18) 0.148 1 12 TO 1 i WIND SPEED C_LR SPAN _--_ _ -
KING & 5/8 x6 TITEN HD* - - - - - #5 REBAR IN VERTICAL
<140 MPH 4 FT CS16x48" L.G.
-1I GROUT FILLED CELL
<160 MPH 5 FT D. IL 2w (8}1 /4'x1 7/2" J <140 MPH 9 FT (2) CS16x48 L.G.`
& 7/2'x6" TITEN HD* j _-
,� #5 CORNER DOWELS INSIDE
2x STUDS, SPACING PER
<160 MPH 5 FT CS16x48" L.G� O� AND OUTSIDE OF VERTICAL
Z #5 BAR AS SHOWN
PLAN/NOTES TES TYP. U.N.O. z / O
*APPLY 1 STRAP TO JACK STUD v1r
( PR A T JNTEL I
STD HEADER CONFIGURATION EG B 5 w S CO
- (VIEWED FROM INTERIOR) HDR STRAP & (1) STRAP TO KING STUD FILLED WITH GROUT
it `) i
' AT CRAVJLjBASEMENTCONDITION, TITEN HD SHALL 8E SUBSTITUTED FOR ATE ;,;. c� a
OF SAME DIAMETER DRILL & EPDXY 6' MIN EMBED TO FOUNDATION WALL i p'Im
30 TYPICALOPENING@BEMINGWALL (FL/CCD) 11/at/2023
= 90 CRNR DETAIL w(COLUMN BEL
WGW-O50 �PEG.2/28,2022
WGM-250
(2) 2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @
9" O.C. ALTERNATING SIDE OF THE
WALL FROM TOP PLATES INTO RAISED
J HEADER BELOW OVER OPNG; TYP.
DOUBLE 2x TOP - TOP PLATE CONNECTOR,
EXTERIOR CMU WALL PLATE 1 SPACING PER PLAN (CHOOSE
MID SPAN BLOCKING \ / ONE):
BETWEEN EACH - — a (t) SPH4 @ 2X4 WALLS
_ STUD, U.N.O. (1) SPH6 @ 2X6 WALLS
GARAGE DOOR AND '� \ b. (2) H2.SA (ONE EA SIDE OF
TRACK. INSTALLED PER
BOTTOM PLATE CONNECTORS, PLATE)
MANUFACTURERS ,I ` ( SPACING PER PLAN (CHOOSE ONE): c. (1) SP2
SPECIFICATIONS. 1 a. (1) SPH4 @ 2Xa WALLS( d. (2) SDWC15600
�U1 SPIES@ 2X6 WALLS a. STRUCTURAL SHEATHING &
b. (2) H2.5A (ONE EA SIDE OF PLATE) NAILING PER PLAN
"-- - 2X6 WOOD BUCK ANCHORED c. (2) SP1 ONE EA SIDE OF PLATE) SHEATHING PER PLAN
TO CMU w/ 1/2" x 6" "L" BOLTS d- (3) SD
WC 15450 SCREWS 2x STUDS AT Ili` O.C.
OR 5/8" x 6" SIMPSON TITEN e. STRUCTURAL SHEATHING & 2x BOTTOM PLATE
HD'S w/ 2' WASHERS AT 24" NAILING PER PLAN PER PLAN
O.C. & WITHIN 6" OF TOP AND LOAD BEARING WALL w(UPLIFT
W 14 TYPICAL WINDOW ATTACHMENT DETAL 12/17i2021 FRAME TO BUCK BO OM, OR (2) ROWS OF 1!4" W 10
„4 8/27/202
TO MASONRY x 3
WGM 140 " MASONRY SCREWS @ 12" WOW-105
NQZTrO. SCALE
O.C. STAGGER ROWS
EXTERIOR CMU WALL
WOOD BUCK ATTACHMENT' 1/4' DRIVE-IN ANCHOR
INT. FINISH 2X OR GREATER BUCK TO MASONRY DOUBLE zx TOP PLATE
'�- 1x WOOD -- BUILT UP THICKNESS < 2 1/4 1/4"x4" GARAGE DOOR AND -'� ..
STRUCTURAL SHEATHING 2x FRAME WALL w/ P.T. 2x P.T. BUCK MASONRY SCREWS (I4 FROM ENDS TRACK, INSTALLED PER t, I
& ATTACHMENT PER PLAN AND 12' O.G. REMAINDER W/ 1 114' MANUFACTURERS \ I-' MID SPAN BLOCKING BETWEEN li 2x STUDS SPACING
SILL PLATE PER PLAN
X ATTACH DOOR PER EMBEDMENT SPECIFICATIONS EACH STUD AT FRAME WALLS
ANCHOR BOLTS OR STRAPS PER GENERAL NOTES
SEE GENERAL NOTES, U.N.O. FLORIDA PRODUCT .-------� �\ w/ PLATE HEIGHT 9'-4" OR U.N.O. PER PLAN
„ 8" CMU WALL, BOND BEAM _. Z MATCH FRAME WIDTH, ATTACH w/ "T ` \ '', AN x OR O HILT( SLEEVE TALLER. OTHERWISE MAY OMIT.
APPROVAL w,. ALTERNATE k
1x CUSTOM PT BILK TO MASONRY I,
m m _ ANCHOR OR EQUAL MIN. 1 1!2"
BRICK NAILS @ 4 FROM ENDS AND 12 O C. ` EMBED INTO MASONRY (1) PER SHEATHING
& VERT. REINF PER PLAN MOLD - ^ BRACKET 2x BOTTOM PLATE PER PLAN
REMAINDER ATTACH DOOR THRU FRAME 7O MATCHING WALL WIDTH
J BUCK INTO MASONRY PER FLORIDA
FINISH PER MASONRY
r ELEVATION I PRODUCT APPROVAL 11 /01/2023 TYPICALGARAGE DOORATTACHMENT 11lO,/2023
12A FRAME WALL ON MASONRY WALL a, /2023 W 15 TYPICAL DOOR ATTACHMENT DETAIL _ w1 s w11 LOAD BEATING WALL W/o UPUFT 11101 l2023
NOT TO SCALE WGMm121 NOT TO SCALE WGM-150 NOT�TO SCALE WGM-160 WGW_111
T,O BOND BEAM ,
PER PLAN _-'l
SHEATHING
PER PLAN
2x STUDS @
16' O.G.
INT . 'WALL
END STUD
TO FLAT
STUD w/
0.162 x3-1/2"
NA(LT �&
NCO C.
#5 REBAR, CONT.
IN BOND BEAM
BOND BEAM
PER PLAN
#5 REBAR HOOKED
TOP OF HEADER AT
MTL STRAP LOCATION
/`-
BOTTOM OF TOP PLATE
MATCHES STD CONDITION )
T PLATE HEIGHT PER PLAN
T
2x CRIPPLE STUDS
CONT FLAT PLATE
USE (3) 2x PLATE AT DBL
JL
----
MTL STRAP LOCATIONS
ALT RASED HEADER(
END LENGTH
CONTINUOUS DOUBLE
2x FULL HEIGHT KING STUD -. PER SCHEDULE 2x TOP PLATE
va/ PEN. NUMBER PER PLAN _ -* / PLATE HEIGHT PER PLAN
- HEADER PER PLAN
Z
�\
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PER PLAN (2) 100NAILS END - - - IN SOLID FILLED CS16 (26) 0131 x2 7/2 , 5 1705
0-162"x3-1/2" -
STUD TO EA. BLOCK 2X4 BLOCKING TO BE CELLS, (SEE PLAN) ; CMSTC16 I (58) 0-148N3-1/4" 1 27 4690
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OTHER BLOCK (TYP.) @ EVERY AND DETAILS FOR i
BLOCK TEE INTERSECTION
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WHEN IN CONTACT PLAN C.O.E.# ENGINEERING: No
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TYPICAL REINFORCED FILLED CELL
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NOT TO SCALE wGM=190 P.E.# 91476 i �0-
STATE OF
INT. WkLCONNECONOEXT. WALL z/za/zozz YICALCMUINASECTIONDEAL /o1/zo2a ■ BENJAMIN NIESE, PE �
iwP.E.# 86025 AL • D
wokis1 orio SCALE W�ms2 /s
11/01/2024 sO DATE /���,NAt.i�
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fiefdstoneae.com
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VERSION: 5.0
SHEET NAME
DETAILS -
WALL
SHEET #
S4.2
2x KNEE WALL OR PRE-ENG FLOOR STRUCTURAL SHEATHING & STRUCTURAL SHEATHING &
TRUSS. STUDS @ 24" O.C. w/ lv l ` 2x FRAME WALL PER ?LAN. CONT. 2x - J 2x FRAME WALL PER PLAN, ' 0.C. 2x FRAME WALL PER PLAN, COOT. / T
ATTACHMENT PER PLAN. CONT. PLATE w/ (2)16d NAILS @ EA TRUSS \I',, f ATTACHMENT PER PLAN, GONT. 2x PLATE w/ (2)16d NAILS @ 16" O.C. `\ ill 2x RIBBON ,v! (2) 10d NAILS (a EA. 2. PLATE w/ (2) 6d NAILS @ 16" O.C.
META16 @ 24' O.C. (MAX.)*' THROUGH FLOOR SECTION \ THROUGH FLOOR SECTION tRUSS
FLOOR SHEATHING & ATTACHMENT `y! FLOOR SHEATHING &ATTACHMENT FLOOR SHEATHING & ATTACHMENT LSTA12 @ EA. TRUSS VERTICAL,
•' NOTE: 2x4 VERTICAL INSTALLED TIGHT TO *\ III - 2, FRAME WALL PER PLAN, -PANEL EDGE NAILING /
--
TOP AND BOTTOM CHORD / _ �_- PER GENERAL NOTES _ II, PER GENERAL NOTES (4) 1 d AILS RIBBON TO EA.�/ COUPLING NUT, OR THREADED PER GENERAL NOTES BEND @BOTTOM PLATE
(38d TOENAILS ATLOCATIONS>� NAAIILS@NT x16OTCw/(2)16d / -Sd TRUSS,
3POOOPW BOTTOM �_.-.__ / ROD CUT TO LENGTH - OR PRE-ENG
WHERE EMBEDDED STRAPS I ' FIELD FRAME 2X4 KNEE WALL
AND END GABLE TRUSS PANEL EDGE NAILING �/ FLOOR TRUSS.
STUDS @ 24' O.C., TOE NAIL
VERTICALS MISAUGNS. _ _ �` -FLOOR SHEATHING & SHEATHING TO EA. 10d NAILS @ 6" O.C.
H TRUSS END LEG III BOTTOM PLATE/CHORD w/
- - - ALL PER GEN. NOTES
TRUSS PER PLAN PANEL EDGE NAILING ; PANEL EDGE NAILING �L,.�I LSTAIS @ EA. VERTICAL. BEND
SHEATHING PER PLAN - 2x4 BRACING MIN. 6'-0' IN TRUSS PER PLAN META16 ANCHOR
,f. / TRUSS PER PLAN w/ (2)1Od @BOTTOM OF TOP PLATE
LENGTH w/(3)10d NAILS END SHEATHING J @ EA. TRUSS TRUSS JOIST PER PLAN /
8" CMU WALL. BOND BEAM t TOE NAIL TO TOP PLATE I 1/2"RLL-THREAD @ 32" -J
& VERT. REINF. PER PLAN GABLE & MIN. (3) FLOOR TRUSS, PER PLAN 8" CMU WALL. BOND BEAM
BRACING SPACED MAX. S-0" O.C. & VERT. REINF. PER PLAN SHEATHING PER PLAN -! O.C. @ ALL CORNERS AND SHEATHING PER PLAN 2x FRAME WALL PER PLAN
F#.✓FRIYR aW6L10P RIIN@,N V
OR TRUSS TO MASONRY WALL FLOOR TRUSS TO MASONRY WAL1 FLOOR TRUSSNOIST TO FRAME WALL sff��
OIST TO FRAME WALL ,12021
FLO n/ov2oza L02 �onzoz3 L02B v36/zo23 z n
LTM-010 NOT TO SCALE LTM-020 MOD-RB(LGW-020) LGW-030
2x FRAME WALL PER PLAN. CONT - 2x FRAME WALL PER PLAN, STRUCTURAL SHEATHING & 2. FRAME WALL PER PLAN
A STRUCTURAL SHEATHING& /
2x PLATE 1v/ (2)16d DJAIL6 @ 16' O G -(V Iiir CONT 2x PLATE w/ (2)t8d ATTACHMENT PER PLAN, GONT.
ATTACHMENT PER PLAN. CONT. —HOLD DOWN CONNECTION PER PLAN
FLOOR SHEATHING & ATTACHMENT ,( NAILS @ 16" O.0 THROUGH FLOOR SECTION***
THROUGH FLOOR SECTION*** \' w/ANCHOR BOLTS OR EPDXY ANCHOR
PER GENERAL NOTES FLOOR SHEATHING & \
ATTACHMENT PER w/6" MIN. EMBED. (EXPANSION BOLTS
TRUSS/JOIST ARE NOT ALLOWED
PANEL EDGE NAILING )
PER PLAN / \ GENERAL NOTES PANEL EDGE NAILING
TRUSS i JOIST )' 2x BOTTOM PLATE PER PLAN
PER PLAN
- BEAM/GIRDER PER PLAN BEAM/GIRDER PER PLAN 2x BLOCKING @ EA BRG.
- SHEATHING STUD PER PLAN AS SHOWN
PANEL EDGE NAILING PER PLAN PANEL EDGE NAILING
NOTE: _ PRE-ENGINEERED NOT TO CONT. WALL SHEATHING ILO CONT. WALL SHEATHING INSTALL TRUSS/JOIST PER PLAN
SHEATHING PER INSTALL LSTA15 STRAP EA STUD, LSTA15 STRAP EA STUD. CORNERS & 8" CMU WALL. BOND BEAM &
PLAN CORNERS & FLANKING ALL OPENINGS. TRUSS/JOIST CONNECTION TO FLANKING ALL OPENINGS. CENTER VERT. REINF. PER PLAN
CENTER STRAP AT TOP OF BEAM GIRDER BEAM PER MANUF. STRAP AT TOP OF BEAM GIRDER
-STORY CONNECTION AT BEAM 11,01/2023 Loa 2-STORY CONNECTION AT BEAM 11101,2023 �Zs BEARING STUDS TO BOND BEAM DETAIL 2/28/2022
NOT TO SCALE LGG'070 NOTOO SCALE LGG080 M LGM-260
- 2.4 LEDGER OR TRUSS TOP
CHORD w/ (2)12d NAILS TO EA 2x4 LEDGER OR TRUSS TOP
STRUCTURAL SHEATHING & STRUCTURAL SHEATHING & -�
WALL STUD (MAX. 16" O.C.) CONT. 2x4 BLOCKING/LEDGER /` CHORD w/ (2)12tl NAILS TO EA
STRUCTURAL SHEATHING & - / STRUCTURAL SHEATHING & ATiACHMENT PER PLAN, CONT. �F ATTACHMENT PEP PLAN, CONT.'� CONT. 2x4 BLOGKINGiLEDGER
w/ (3)1 Cd @ EA STUD &TOE I'L
WALL STUD (MAX. i 6" O.C.)
ATTACHMENT PER PLAN, CONT. r STRUCTURAL SHEATHING ATTACHMENT PER PLAN, GONT. THROUGH FLOOR SECTION I� THROUGH FLOOR SECTION w/ f3)10d @ EA STUD &TOE
THROUGH FLOOR SECTION /! 11 & ATTACHMENT PER PLAN THROUGH FLOOR SECTION NAILED TO EA TRUSS STRUCTURAL SHEATHING
2x FRAME WALL PER PLAN, &ATTACHMENT PER PLAN 2x FRAME WALL PER PLAN. NAILED TO EA TRUSS
2x FRAME WALL PER PLAN, CONT. - 2x FRAME WALL PER PLAN, CONT. STRUCTURAL SHEATHING CONT. 2x PLATE W (2)16d
8 ATTACHMENT PER PLAN CONT. 2x PLATE wi (2)16d �� STRUCTURAL SHEATHING
2x PLATE wl (2)t6d NAILS -@ Io" O.C. _ �' 2x PLATE w/ (2)16d NAILS @ 16" O.C. NAILS EA TRU55 NAILS @ EA TRUSS
_ @ &ATTACHMENT PER PLAN
FLOOR SHEATHING & ATTACHMENT �� FLOOR SHEATHING &ATTACHMENT ,tiS CONT. 2x4 RIBBON CONT. 2x4 RIBBON
PER GENERAL NOTES PER GENERAL NOTES FLOOR SHEATHING & 7,1
FLOOR SHEATHING &ATTACHMENT PER GEN. NOTES
ATTACHMENT PER GEN. NOTES \ II i�i i- `
TRUSS PER PLAN \ %
2x KNEE WALL OR J
PRE-ENG TRUSS PER PLAN
8" CMU WALL, BOND BEAM
& VERT. REINF PER PLAN
PRE-ENG ROOF TRUSS PER
MANUF. STRAP PER PLAN
TRUSS BOTTOM CHORD OR 2x LEDGER
w/ 10d NAIL TO FA VERTICAL & TO
BOTTOM PLATE,/CHORD @ 16O.C.
**NOTE:
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
TRUSS PER PLAN ff77MAE
CHORD BEARING
2x KNEE WALL OR
PR-ENG ROOF TRUSS PER
PRE TRUSS PER PLAN
NUF, STRAP PER PLAN
T CMU WALL, BOND BEAM
(2) 2.6 LEDGER ,,/ 1 /4" x 5"
& VERT. REINF. PER PLAN
SDS SCREW TO EA TRUSS
VERTICAL & TO BOTTOM
PLATE/CHORD @ 8" O.C.
NOTE:
DETAIL L01 IS REQUIRED TO
ACCOMPANY THIS DETAIL
TRUSS PER PLAN:�/' j \
PRE-ENG ROOF TRUSS PER
MANOR., STRAP PER PLAN
CONT, 2x4 RIBBON TRUSS BOTTOM CHORD OR
8" CMU WALL, BOND BEAM •� 2 LEDGER w/ (2)10d NAIL
& VERT. REINF. PER PLAN TO CONT. RIBBON @ 16` O.C.
.*NOTE'.
DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL
5
TRUSS PER PLAN
TOP CHORD BEARING
PRE END ROOF TRUSS PER
CONT. 2x4 RIBBON -�
MANUF, STRAP PER PLAN
v
(2) 2x6 LEDGER w/ 1l4" x 5"
8" CMU WALL. BOND BEAM
RIDS SCREW TO EA TRUSS
& VERT. REINF PER PLAN
& TO RIBBON @ 8" O.C.
"NOTE,
DETAIL L02 IS REQUIRED TO ACCOMPANY THIS
DETAIL
�1 FLOOR TO MASONRY WALL @ LOW ROOF 2/28i 2022 FLOOR TO MASONRY WALL @ LOW ROOF 2128/ 2022 FLOOR TO MASONRY WALL @ LOW ROOF 12/17/2021 MASONRY L 14 FLOOR TO WALL @ LOW ROOF 12/ 1 T/2D21
NOT TO SCALE LTMm 110 NOT TO SCALE LTM-120 NOT TO SCALE LTM-130 NOT TO SCALE LTM-140
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, CONT. \ STRUCTURAL 2x4 BLOCKING BETWEEN EA
THROUGH FLOOR SECTION SHEATHING(/
-- CONT. 2x4 BLOCKING/LEDGER TRUSS (OR CONTINUOUS AS
CONTINUOUS
2x FRAME WALL PER / w/ (3)1. @ EA STUD & TOE 1/�i TRUSS ALLOW) w/(3) 10d TOE
PIAN, CONT. 2x PLATE w/ NAILED TO EA TRUSS 2x SITU, �' N 1y�'�'IL TO
(2)16d NAILS @ 16' O.C. / PLl�ilFR®� �W g A �NaBLE
STRUCTURAL SHEATHING C QI A�USP
BEAM/GIRDER PER PLAN & ATTACHMENT PER PLAN COS rp q i9 \�¶I EDGE NAILING PER
FLO F' AY I� DETAILS „tU5SE5
FLOOR SHEATHING & � / PER PLAN """
ATTACHMENT PER ^-c c_ �',' `\ @ 24" O.C.
GENERAL NOTE S EDGE NAIL
SHEATHING I I
I ,
1 1/4"x5"SDS@
EA TRUS
TRUSS/JOIST PER PLAN TRUSS J HTU26
\ \ \-- PRE -ENO ROOF TRUSS PER PERR PLAN
LAN OR
/ MANUF, HTU26 OR HANGER SHEATHING PER PLAN J
SHEATHING PER PLAN J \\ PER MAUNF, U.N.O. BEAM OR *NOTE_ (TjJAj�NGERpRANRIFTN E
TRUSS
`- EDGE NAIL SHEATHING FLOOR TO THE WALL JLING
GIRDER BEING CONTINOUS TO THE
BEAM BELOW IS TO USE LSTA12
*** NOTE: @ EA STUD ABOVE TO BEAM
ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP BELOW
EA STUD, GORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAM/GIRDER
u s 2-STORY CONNECTION AT BEAM 8/18/2022 L1 B 2- STORY CONNECTION AT BEAM W/ LOW ROOF MOD (5/10,12022)
NOT TO SCALE LGG �160 NOT TO SCALE LGG-184(IE-450r
000 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
No. _
29349
O IBRAHEM ELAYEB, PE
, ,Q 4
P.E.# 91476
■ BENJAMIN NIESE, PE
��O STATE OF ���
i,�� ' FLORID
P.E.# 86025
O�?�
11 /01 /2024
SS�ONAL f•� `\`
111111110
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
III Suite 150
Tampa, FL 33637
+1 813.466,3310
...fieldstoneae.com
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SHEET #
S4.3
IN
STRUCTURAL SHEATHING.
REFER TO R11 'S4.1 FOR NAILING
& OTHER REQUIREMENTS
INSULATION AS PER SPEC.
PRE-ENGINEERED ROOF TRUSSES
REFER TO TRUSS MANTLE DWGS
ASPHALT ROOF SHINGLE -- ---
(OR TILE PER SPEC.)
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1 &
DETAILS ON S4.1 SHEETS
FASCIA PER COMMUNITY SPEC
SOFFIT & OVERHANG
PER SPEC.
BOND BEAM PER FIRST FLOOR
LINTEL PLANS ON S2.1 &
DETAILS ON S4.2 SHEETS
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
SOFFIT PANELS < 20"
MIN. 2X2 VERTICAL BRACE
IS' 24' O.C. MAX SPACING.
ATTACH TO EA ROOF
TRUSS W/ (2) 8D NAILS -
MIN. 2X2 HOR2 BATTEN,
IF REQ'D PER MANUF.
ATTACH TO EA VERT.
BRACE W,1 (1) IOD NAIL
(24' O.C. MAX SPACING)
PANEL ATTACHMENTS
PER MANUF.
MIN. 2x2 VERTICAL BRACE
(R 24' O.C. MAX SPACING.
ATTACH TO EA ROOF
TRUSS W, (2) 1Od NAILS.
MIN, 2x4 HORZ BATTEN, IF
REQU PER MANUF.
ATTACH TO EA VERT.
BRACE w/ (2) 1 Od NAIL
(24' O-C- MAX SPACING)
PANEL ATTACHMENTS
PER MANUF.
EXTERIOR
2'-0' < SOFFIT PANELS < 3-0
INTERIOR
WALL WALL CONNECTION PER
INSTALL MID -SPAN BLOCKING (BATTEN)
FOUNDATI ON PLANS ON SI. 1
WHEN REQUIRED BY MANUFACTURER
AND DETAILS ON S1.0 SHEETS
0'-0" FIN. FL.
FINS HED GRADE
MONOLITHIC END.. PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON 51.0 SHEETS
SDNCLTAL 1 STORY WALL SECTION 0912 2024
TT
O SCALE WSM-012
12
INTERIOR
STRUCTURAL SHEATHING,
REFER TO R11/S4.1 FOR NAILING
& OTHER REQUIREMENTS
INSULATION AS
PER SPEC.
PRE-ENGINEERED ROOF TRUSSES.
REFER TO TRUSS MANUF. DWG
ASPHALT ROOF SHINGLE
(OR TILE PER SPEC.)
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3-1 &
DETAILS ON S4.1 SHEETS
- FASCIA PER
COMMUNITY SPEC.
- SOFFIT & OVERHANG PER SPEC
- BOND BEAM PER FIRST
FLOOR LINTEL PLANS ON S2.1
& DETAILS ON S4.2 SHEET
- PRECAST LINTEL PER FIRST
FLOOR LINTEL PLANS ON S2.1
& DETAILS ON S4.2 SHEETS
- OPENING w PRECAST
SILL PER PLAN
- WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
EXTERIOR
- WALL CONNECTION PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
0'-0" FIN. FL.
- FINISHED GRADE
- MONOLITHIC END.. PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
sot TYPICAL I STORY WALL SECTION 0912,2024
NOT TO SCALE WSM-021
2x LET -IN THRUST BLOCK - 2X12 STAIR STRINGER
w/ (8)10d (0.148"x3") NAILS \) (2) 2X8 BEAM
TO WOOD FRAMING OR 7
(3)1 /Wx2-3/4" CONCRETE STAIR LANDING_ . AIR LANDING
SCREWS TO SLAB j ELEV. &SIZE T E`✓• LIE, &SIZE > L 2X12 STAIR
PER ARCH. ` PER ARCH. �' STRINGER
PLANS \ PLANS
0-0 _ \\ (2) 2X8 BEAM
2X6 FLOOR JOISTS @ 16' O.C. `- 2x LEDGER AT TO \- 2X6 FLOOR JOISTS
TO BEAM LUS26 HANGERS (2) 2X8 HEADER w� (2)16d @ 16' O-C-TO BEAM
NAILS @ 8" O.C.. STAGGERED w1 LUS26 HANGERS
$TOP OF FLOOR TIC OP OF FLOOR Ns -
HE PLANS A35 CLIP EA STRINGER TO ELEE PER PLANS
2X LEDGER, MAX NAILING i TRUSS/JOIST
PER MANUF.
-:PERMANUF
S FLOOR GIRDER/RIM
FLOOR TRUSS PER MANUF. PER PLAN
HOt Od NAILLSITOBOARD . EA TRUSS SSG STRAP 1O EA
2x6 LEDGER ATTACHED TO STRINGER TO BACKER
I LEDGER ATTACHED TO BOOR TRUSS w' 10d NAILS
'.BAND
w(2)10d NAILS :a 3' O-C ALONG BOTTOM
-,I O.C- STAGGERED CHORD AND ALL WEBS
12' MIN.
10 IN 1 1 2' MIN.
GRASPABLE HANDRAIL
1`TR EAD 1 114' MIN TO 11,2" MAX DIA
HANDRAIL BRACKETS _ To BE CONNECTED To RETURN HANDRAIL
! INTO lx BACKER BD.
FRAMING PER MANUF.
RECOMMENDATIONS
`�S �4"- I I/4 NOSING 'HIV I
Tq'I'O GREATEST VARIANCE BENJEEN LARGEST CIO
F9s, TREAD AND SMALLEST TREAD SHALL NOT BE 1 SECTION PLANGREATER THAN 38'. GREATEST VARIANCE
-- 1j2BETWEEN TALLEST RISER AND SHORTEST fMr.�RAL flFAUFEMENf3
RISER SHALL NOT BE GREATER THAN 318".
TYPICAL STAIR DETAILS
11'01:2023
WSG-101
2 PER
ELEV
INSULATION
AS PER SPEC.
INTERIOR
- STRUCTURAL SHEATHING.
REFER TO PH 1/S4.1 FOR NAILING
& OTHER REQUIREMENTS
- ASPHALT ROOF SHINGLE
---
(OR TILE PER SPEC.)
- TRUSS STRAP PER ROOD
MIN- 2X2 VERTICAL BRACE
FRAMING PLANS ON S3-1 &
X C. 24" O-C- MAX SPACING -
DETAILS ON S4.1 SHEETS
/ ATTACH TO EA ROOF
/ TRUSS W, 12) 8D NAILS -
TOP OF WALL-
MIN. 2X2 HORZ BATTEN.
(REFER TO ELEV.)
/ T REQD PER MANUF.
/ ATTACH TO EA VERT.
FASCIA PER COMMUNITY SPEC.
BRACE W/ (1) 1BD NAIL
(24" O-C- MAX SPACING)
-� PANEL ATTACHMENTS
`- SOFFIT & OVERHANG PER SPEC.
j PER MANUF.
� PRE-ENGINEERED ROOF TRUSSES,
REFER TO TRUSS MANUF. DWGS
/
STRUCTURAL SHEATHING.
SOFFIT PANELS < 2-0'
REFER TO W01/S4.2 FOR NAILING
AND OTHER REQUIREMENTS
- MIN 2 2 VERTICAL BRACE
FLOOR JOIST OR TRUSS SYSTEM
& DIRECTION PER STRUCTURAL
FLOOR CONNECTION PER
FLOOR FRAMING PLANS ON S3.1
AND DETAILS ON S4.3 SHEETS
RIM BD. OR TRUSS PER FLOOR
FRAMING PLANS ON S3.1 AND
DETAILS PROVIDED ON S4.3 SHEET
TOP OF FLOOR
(REFER TO ELEV.)
@ 24" O.C. MAX SPACING.
ATTACH TO EA ROOF
TRUSS w/ (2) 1Od NAILS.
MIN. 2.4 HORZ BATTEN. IF
REO'O PER MANUF.
ATTACH TO EA VERT.
BRACE,/ (2) 1Ed NAIL
S2 O.C. MAX SPACING)
PANEL ATTACHMENTS
PER MANUF.
2'-0' < SOFFIT PANELS < 3'-0"
INSTALL MID -SPAN BLOCKING (BATTEN)
r0P OFCMU WHEN REQUIRED BY MANUFACTURER
(REFER TO ELEV.)
BOND BEAM PER FIRST FLOOR
LINTEL PLANS ON S2A &
DETAILS ON S4.2 SHEETS
EXTERIOR
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
WALL CONNECTION PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
0'-0" FIN. FL.
FINISHED GRADE
- MONOLITHIC FND.. PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
DI
TYPICAL 2 STORY WALL SECTION 09/12/2024
OT TO SCALE WSG-043
A35 CLIP EA �1Ipff H0(NI A35 CLIP EA - ` 7fIP6AD011 FLOOR IOPaH➢IN
STRINGER TO ELEJ V. PER STRINGER TO VELEV. PER GIRDER/RIM T EL'1 EV pER -
2X LEDGER, PLANS 2X LEDGER, PLANS PER PLAN PLANS
MAX. NAILING MAX. NAILING ! > <y
1 `
(1 FLOOR TRUSS FLOOR TRUSS TRUSS/JOIST
- e! RVAW�AND 1- @�N;ATTACHED / ''1 PER TRAP F.
BOARD w/ (4)10d TO NAILS
_O3 0 USS w G `T,/ ES STRING R
CN [411IO�ATTACHED NAILS M C O.G ALONG \ EA STRINGER
f8LS,%AND w: i2)10d BOTTOM CHORD AND ALL TO BACKER
WEBS
All Ny`AILS @ 4" O.G.
S10 sTo DETAIL
TAGGERED
z¢e: z0zz
WSG-t 02
111218 BEAM
2, LET IN THRUST BLOCK , %�
w/(6)10d (0.148"x3") NAILS
TO WOOD FRAMING OR YELEV. & SIZE L 2%12 STAIR
(3)114 x2-3/4"CONCRETE PER ARCH. STRINGER
PLAINS
2x LEDGER
SGREWR► LAB ATTACHED TO
(2) 2X8 HEADER
eLC"u9CRA)U% S
(311WO.C. TO BEA
TYPICAL STAIR DETAILS 64091RHINGER
000 Fieldstone
C.O.A.# ARCHITECURE:
SRN)/l.lq
PERARCH 'ZSTRINGER AA26002802
PLANS �(2)2XBBEAM C.O.E.#ENGINEERING: '"'"-_=+ No.8
`-- 2X6 FLOOR JOISTS 29349
M CD 16" O.C- TO BEAM - -
s w/L.US26HANGERS ❑ IBRAHEM ELAYEB, PE
11:12202' P.E.# 91476
W'SG-;D4 ■ BENJAMIN NIESE, PE %�O STATE OF
P.E.# 86025 �i�� ' !c�ORIDQ' • ����
11 /01 /2024/SS�QNA` F.?
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622, 4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+ 1 813.466, 3310
www.fieldstoneae.com
IN
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VERSION:5.0
SHEET NAME
DETAILS -
MISC.
SHEET #
S4.
3.1
140 WINDSPEED CHARTS
" 140 MPH 2O23 R- C & C Pressures AS6
Gable Fbof Camponenty
Hlp Fbd Comport r,ts
WIC peneMs
Fffearve `Mna Area
Zone i
Zone 2
Zone 3
Zone i
Zone 2
tone 3
Zptre q
Torre 5
.`-�Ioo SqF 'G rcersl
13.4 -274
134 310
13.4 -37.8
13.4 �L'.5
13A -283
134 -28.3
24.1 -26.5
24.1 -29.1
A <,o SC'rT{w ncevF,
14.8 -31.3
14.9 -42.5
14.8 49.5
14.4 -27.8
14A -35.fi
11.4 -35.6
253 -27.7
253 -319
A<S0 SOFT (Fa
18.7 402
1 187 -64.2
1 1&7 1 -76.2
21.1 -37.8
21.1 1 -52.3
1 21.1 -1-1--
��Componen[sandOa�d%g Pre'ssuTes (k5C?}-2023f1
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Pas4 Nft i-
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Description z_ N Lftj A-ift2) j spfl (pFD e
16070UHGD
16 7 112
23.7
-263
80700HGD
8 7 56
11.7
-27.9
3D8Dl
4
3 8 240
26.8
29.2
3068 w/3G10 TR
4
3 3 24.0
26.8
-29.2
25SH
4
3 ' 125 15.8
27.6
-29.9
25SH
END5
3 5.25 15.8
27.6
:,6.4
34S 1
4
45 4,25 79.1
27.1
-29.5
2668 DOOR
4
2- &67 167
214
-29.8
601A DOOR
4
6 667 40.0
25.8
-28.2
6%8 SGD
4
6 6.67 1
30505H
4
END5
3 s 1S.C.305DSH
�1'
5 15.0
3244GSH
4
2.33 4 ,_93
LEGEND
8x8 FILLED CELL W/ (1) - #5 REBAR
- -
BEAMS
I�. 7
8x8 FILLED CELL W/ (1) - #7 REBAR -
.,,..,
HEADER - WIDTH TO MATCH WALL
'
-------
GIRDERS
J
8x8 FILLED CELL Wi NO REBAR READ
PLUMBING WALLS (FOR REFERENCE)
BEARING/SHEAR WALLS (FOR REFERENCE)
45` OMU - FILL CELLS W/ #5 REBAR
ROOF BLOCKING
am12x12
FILLED CELL W/ #4 REBAR
(IN WALL)
BALLOON FRAMED
12x12 FILLED CELL W/ #4 REBAR
WALLS/HIGHER BEARING WALLS
"
(IN COLUMN)
CONCRETE TIE BEAMS
fLELEV
1
ELEVATION INDICATOR
J
PLUMBING PENETRATION FOR
FRAMING LAYOUT
a\
DETAIL INDICATOR
.HDR SIZE
LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE
(ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
(% 1 -
BRACED WALL LINE
ABBREVIATIONS:
AS
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECT/ARCHITECTURAL
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BILK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NITS
NOT TO SCALE
BOT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAILING
CL
CENTERLINE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIE
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCING REINFORCEMENT
CJ
CONTROL JOINT
GALV
GALVANIZED
READ
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRID
GRADE
SC
- STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALLBOARD
SHTG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
SIM
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HDR
HEADER
SEE
SPRUCE PIR FIR #1/#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
IN
INCH
UNO
UNLESS NOTED OTHERWISE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
Q7Y
TYPE
GRAVITY
1UPLiFT ilbs)[�i6
LATERAL
META16
S
0.143"xl-1/2"
-_
5450
1 _ 340
77a
HETA16
1
OA48'xl-1/2"
-
isi0
F2. 77T70
F2: 0
(t) META16
P I- Iv
10
OAA&" !-1i2..
-- 1
1875
F1 GW
F2: 770
(21 META36
't3 2- "3- 1"
24
01E2"x3 1/2"
--
1795
€1 _. 1291
F2 1030
12) HETAIG
D -ply
10
0.148"x1-112"
-
1920
F2:69
0
Ill RE7All
2- et 3- I'
12
2365
€1: 1350
F2 . 1430
HSTM16
B
0.148'x1 12'
_.
1110
F1:120
F2: 90
4
1/4N 1 3/4' CON C SCREW
LGU M28-2
6
3/9" z471TEN HO
8250
243S
6
1/4 - x. 2 1/ 2" SDS SCREW
MSTC23
36
0.148" x 3 1(4"
34E4
MTS12
14
0-148"x1-1!2"
990
2)MTS12
28
0.143"x1-1/2"
1980
MTS16
14
0.148"x_ i/2"
--
990
--
HU210-2
13
1/4' 2314"CONC SCREW
3500
1300
-
-
i0
0-148' x 3"
FiiS16 11
32
O.la3"x: Si 2"
2990
'7 HTS16
i6
0.143xt-
1310
HT S20
24
C-1d8"x1-1/2"
1310
LSTA12
10
0.14S"x2-1/2"
92S
LSTA18
14
0.148"x2-1/2"
1235
--
LSTA30
22
0-148'42-1/2"
1640
MSTA24
78
0.148" X 21 2"
--
1.640
--
(2) MSTA24
3£
0.148" X21J2"
3,280
MSTA3G
26
0.143" X 2 1 2"
2,050
--
(2)MI
52
0,148"X21/2"
4,100
MSTA30
22
Q.148"x2-12"
-
2050
--
MSTC28
36
0.148"x 31/4'
3,460
--
MSTC52
62
0.148"x3-1/4"
4735
MSTAN324
9
0.148" X 3"
--
1,425
--
5
1/4" X 2 174"
MSTAM36
13
0. 143' X 3'
1,370
-
S
1/4" X 2 1/4'
(2)MSTAM36
26
0,143"X 3"
--
3740
--
16
1/4" X 2 1/4 -
--
M111-CM40
10
114'k2 1/4" CONC SCREW
-
2,RW
_-
14
0 14S"x3-114"
MGT
22
0. 348^x3"
--
3965
F1:775
F2: 525
1
5/8"ATR
HGT-3
16
O.i48"x3"
-_
10.790
-
2
3/4'ATR
VGTR yr L
1'
8 ATR
2225
€1 : 650
F2: 630
16
lld"x3" SDS
VGTR/L
2
5`3"ATR
_
S545
F1: 650
F2c630
32
1/41 SDS
VGT
SIB"ATR
-
494D
F1: 118S
1`2T 590
16
1/4`k3" SDS
(2) VGT
2
Si3"ATR
7185-2l 8390-
3 f
F1 : 1185
F2: S90
32
1/4"X3" SDS
DTT2Z
1
3
1/2"ATR
1J,EN3"SDS
1325-20-
2145-(2 2x4 mir
-
HT74
1
S/8"ATR
--
3610
--
2S
O.laB"x3 L'2"
HTTS
1
518"AIR
4670
-
26
0.1ARNT'
HTT51<T
1
5M ATR
._
544S
-
2G
SD,!Cx2-1;12'
ABU44Z
1
5/8" ATR
7570
i900
--
12
0.162"0-1/2"
ABU66Z
5/8" ATR
1820S
247S
--
12
0.1E2"x3-1/2"
H2.SA
10
0.131"x2-1/2'
-
565
Fi: 110
F2: 110
H 10A
13
0.1d8"x17'2"
-
1340
F1: S6S
F2: 28S
HLOA-2
18
Cl
--
1080
Fi: G30
F2: 26G
HUCAS
14
1/4"x2-3/4"CONIC SCREW
3500
ii35
--
6
0.149N 3'
HUC414
24
1/4"k2-3 /4' CONIC SCREW
SOBS
201S
--
12
0.149N3"
LUS26
4
0.148'x3"
S65
1165
-
SPH4
32
O.S48"x2-1/2"
S de . 640
._
Center: 1280
DTC clips
4
3/16N2-3/4" CONC SCREW
..
..
F2: 95
7
0. 131"x21r2"
F2: 13S
A35
12
3.131"x1-1'2"
-
-_
i 650
F2 670'
SDWC156M
1
SDWC15600
--
615
F1:130
F2: 225
SDWCIS450
1
SDWC15450
-
295
F2: ISO
HTU26
20
0.162"x3-1/2"
3200
1250
--
14
0.148`13"
LGU3.63-SDS
16
1/4"X2112"
6,720
S,55S
--
12
1/4" X 2 1/2"
HDU8-SDS2S
1
7/8"ATR
7,870
--
20
i/4`X 2112"SDS
HDU17-SDS2.5
1
1' ATR
..
11175
--
30
1/4" X 2 1/2" SDS
THD26
20
0.162" z 3"
2940
3240
-
20
a.1a3"x11;z^.1
TH028-2
28
062" x 3"
4310
4360
--
26
PRECAST LINTEL GRAVITY LOAD TABLE 21
;OAD5 i15TED -E 3E2N CAL:l,LA-D OR CCMP t'- FROM APPROVED MANUFACTUREFS'.
C-C-E LTPS '.0 h C R FTE.:,U A I TY I RE CA ST C O.
0.4X VA1M1 C P
APPROX. '. MAX_CL-:AR
LWTF _,YGTH OPENING
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id TYxc B"
14'TYPEC`.
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24'�pEB
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2811PE8 31'TWEE
U8TY EG f`32"TYPPC
3059
3713
32W
5163
66C7
W5.
1502
10000
5206
', 6173.
=
.1NUP4
10m0
2
3069
3719
32&1
51E3
E607
E054
9502
10000
L605
5206
.61x3
`„7`X
8874
30tl(p ,
.. IWO(1 ,'..
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1783 1161
U51
328C
3320
a890
5961
Z034
8i0/
,LEAS
5205
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h3156
89
1k0@li
' 10000
S 5 3'2"
1343 2969
'iW 1
2110
_
2992
293t
4.76
5400
0224
'4875
5206 "
' 6U.1
Rom'
8672
4'3" 3' 4"
1217 i3a9
`i.nL'A9'''
1.138
'71n
1939
660
3.12
3686
A149
`'3090
4567
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4,T0-14� $2fH
5' X 4` D"
1349
;006
_'Y949
1438
171fi
1999
2560
3132
3Mlb 4649
3090
456/
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9Z66
al*T�3x7 'u
`:'7074 f 82(C3
s' 10a 5
' '
860 �10'
1173
16Q:
1ws:
2099
2549
30C9 3470
'?b2?
4242
4360
3942:
77V889,
5617 6662 --
132
iaz
2117
3738
3480
M31
37C7
4383 5061
:2177
2738
3480
5381
8360 :
8625 75%
7'5 6 .
99i
570
94I'j
1729
21W
2632
2205
2698
319, 3665
i729
2106
1 2632
3849,
''S661",
4742 5501
0,,
a88 649
9J9'..
11w
'_516
162
.564
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2813 3302
1245.
1516
1843
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2964 .' 3397
9'a' 80"
qio 699
.<N19's
ii60
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1625
2564
5:86
28'8
33G2
1245:
N/A
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^T564
, °�3M16€i 3.
" 2964
3387 .
10'C 9'Y'
3S-
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N/
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2163
2536
N/A
1533
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"Z731+
2259
2615 :.
567
890
N/A
1366
1846
2423
3127
401..6
-
2q2
S25
873
N/A
1254
1684
2193
2805
3552
7573.7.N
A
17SL r.`:3G84...
,".i93
12'E'
1l'2"
277
471
755
N/A
1075
1428
mg
231E
283
471
755
N/A
1J5
1428
1538
2316
2535
"$ti.':;...
755
N/A
"`1075
"""1d'Iff,.
-
.»'38.'`'`'
`; 23x6
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la'0'
12'3"
239
42a
7%
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10`2
1326
1697
212]
2T73
6«L"24';'
706
N A
`: 1002
14'R"
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N/A
N/A
NiA
N/A
N,A
NfA
N,A
N/A
N/A
1 1ilAv'77,
"`.183'
N/A
1 1234•'
15'a- 14'C-
Nf1 N/A
N/A
WA
N/A
N!A
N/A
N,'A
N/A
730'
NIA
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1331
N>tiQ<;?
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k7'4" 160"
p, A NJA
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N/A
N/A
I N/A
N/A
N,A
N'A
N/A
548'
N/A
552'
Mr,
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_ 367r 19W'
e
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N/A f1,rA
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N/A
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420'
N/A
7501
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N/A
N/A
N/A
N/A
N/A
NSA NrA
_3401
N/A
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8§5
11x4?'
- 1345` 1458'
24'0' 22 8'
N/A NIA
N/A
N/A
N,A
N/A
NiA
N;A N/A
N/A
;..',450r
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--
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1��11111//
C.O.A.# ARCHITECURE:�
AA26002802
i
C.O.E.# ENGINEERING:
z No -_
29349
0 IBRAHEM ELAYEB, PE
- _-
P.E.# 91476
OF
■ BENJAMIN NIESE, PE
%�O STATE ���
�i�� �.0R10
P.E.# 86025
•
`\
/'1/ss/ONAL
11 /01 /2024
'e•?�
DATE
I11
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
, 1 248.622,4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813-466.3310
www.fieldstoneae.com
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VERSION: 5.0
SHEET NAME
REFERENCE
CHARTS
SHEET #
S,5-1
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