HomeMy WebLinkAbout37869 Dusty Saddle Ln340-MADISON IV CMU
Garage Left - Elevation J3
SHEET INDEX
N,_` E3ER:
SHEET NAME:
BER:
SHEET NAME_
CS
COVER SHEET
CS-3
SQUARE FOOTAGE CALCULATIONS
E LO
ELECTRICAL PLANS - FIRST FLOOR
F-I:Q
=D \OAT-0\ - SLAB PLAN
E-3.0
ELECTRICAL PLANS - SECOND FLOOR
A-10
= RS- __✓ OR =_AN
A-32
.,. _ E-- o
A-2.0
oLOC\0OGR 'LAN
A-3.3
111C C'E- !,_S
A-3A
MISG DETAILS
/a
FRONT/REAR E_E✓A ON5 J/ROOF PLAN
-�.
SIDE ELEVAT CVS ;
,,-40
BUILDING SECTIONS
5-A,NDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 ,RENT < AMH
vE_OPMENT SHALL GOVERN EXCEPT AS MODIFIED a SUPPLEMENTED BY THESE
_ANS HAVE BEEN DESIGNED TOMEET 'HE REQUIREMENTS OF,
_CR'DA BU LDING CODE, RESIDENTIAL, 8TH EDITION
CCGLPANCY: SINGLE FAMILY RES.1DENTIAL
CEILING CONSTRUCTION:
THE GARAGE HALL BE _PARATED FROM TIE RES DENCE AND ITS AT71C AREA
BY NOT LESS T N 'NC 5JM _G D APPLIED TO THE ZR,LSP
SIDE. GARAG N - A SEPARATED _
HABITABLE N A\ \ P Y
THE o rt,C OR N oEPARA CN ,. _ ti.�' _ _� NOT
LE55 THAN �< NC- e. mT) GYPSUM BOARD OR _N.0 V. _EN-
EXTERIOR=\.51-E5.
THICKNESS OF TEXTURED FIN SH OVER FRAM APPLICATION HA R H E � SHALL BE PE. THE
CURRENT APPROVED BUILDING CODE AND ASTM CS26INSTALLATION OF EXTERIOR
LATHING- AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
APPROVEDM BUILDING NG CODE AND AS i063.
EGRESS.
_L. - _ _ FC UST � \_ � \ - - - -
N x - A _ - 55 R'OR R - '\DOW -1_
= . E\ \..- _ 4" ABOVE P\ 5- OOR _'NE OF THAT PART
C--AR
ROO
2 IN .\ -O_HE OPENING OF AN OPERABLE WINDOW IS LCCA__
D
"OREHAN -2 ABNFTHEFINISHED G OR SURFACE T D BADE RF GE BELOW HE
LOWEST PART OF T C_EAR OPENING OF THE LiN OW' BE A MINIMUM OF 24
D SHALL
INCHES ABOVE THE FINISH FLOOR. O A SECTIONS F IN T
EDOPERABLE StC O 5 O WINDOWS SHAD NO
c o - ERY'T OPENINGS THAT ALLOW PASSAGE OF A d" SPHERc WHERE SUCH OPENINGS
ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT
APPROVED BUILDING CODE.
\G:
-_
- \G SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS DECK AN - D
^ \ FRSECTION5, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION,
AND AROUND ROOF OPENINGS_
2. APPROVE[) CORROSION -RESISTANT FLASHING SHALL APPLIED SHIN
GLE
FASHICN IN SUCH A MANNER AS TO PREVENT ENTRY OF WATE
R INTO THE HALL LL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT
ALL REQUIRED LOCATIONS PER TIE CURRENT APPROVED BUILDING CODE.
WINDOW INSTALLATION:
WINDOWS SHALL BE INSTALLED AND FLASHED IN _H THE
ANUFACTURER5 'WRITTEN INSTALLATION INSTRUCTION., .R'. EN INSTALLATION
INSTRUCTIONS SHALL BE FROVIDED BY THE MANUFACTURER FOR EACH WINDOW,
FLOOD ZONE REQUIREMENTS:
I. PLAN.MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION.
BATH AREAS:
I. INSTALL 2.4 BLOCKING- AT TOILET PAPER. AND TOWEL BAR LOCATIONS, SEE
DETAILS,
KITCHENS.
I INSTALL 2X6 BLOCKING AT SS" AFF, ON CE\TER FOR LP -ER CABINET
N5T4L_ATION.
TUB SHOWER AREAS,
I. CEMENT FIBER -CEMENT OR GLASS MAT GYPSUM BOAR N L D (NOGREEN BOARD RP
ALLOWED) IN COMPLIANCE WITH ASTM 0288, CI325, OR CATS AND INSTALLED WITH -S
x 1-1/14" DAGGERZ PHILIFS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/
F IF
COATING SHALL BE USED AS BA KERS OR WALL TIE_ IN TUB AND SHOWER AFEEA5,
AND WALL PANELS IN SHOWER 4RF45
TERM TE TREATMENT.
TER"'ITE ROTECT ON 5H4-L BE PROVIDED 6 G
INCLUDING SOIL AP LIED '--ES !CIDE5, BAITING
TO WOOD OR OTHER APPROVED METHODS CG OR
PREVENTATIVE _ E _ _
USE AS A TR A M NT TO W ..NS R ON. t E
Pa E T G E T -_
F
THE A L CATION OF THE TERI'IITE PROTECTIVE E
^<_ My CA L N, A COMPLIANCE SHALL BE ISSUE[) TO THE BUILDING DEPARTMEN' BY TTE LI_-EN5ED
PE5T CONTROL COMPANY THAT CONTAINS THE FOLLOWING 5TATEYENT. "THE
BUILDING HAS RECEIVED A COIN LETE TREATMENT FOR THE EVENTION OF P PR
SUBTERRANEAN TERMITES. TREATMENT IS N ACCORDANCE WITH
RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGR'CULTURE AND CONSUMER
SERVICES "
MECHANICAL AND HVAC
I- ENERGY CALCULATIONS FOR HEATING. AND COOLING CAPACITIES SHALL BE
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET
AT THE TIME OF APPLICATION FOR PERMIT
2!. MECHANICAL- APPLIANCES 5 SHALL BE ACCESSIBLE PORiN5PEGTION SERVIC
E,
2 PAIR, AND REPLACEMENT WITHOUT EMOVING PERMANENT CONSTRUCT ONOTHE
R R
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APFLIANGE
BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED- A LEVEL WORKING SPACE
AT LEAST 30 INCHES (762 mm) DEEP AND 30 INCHES (762 Ti WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL 5:'EDE TO SERVICE AN APPLIANCE.
ENERGY REG c =\ c ------
EXTERIOR WALLS (FRA-E; R-13
EXTERIOR WALL5 (BLOCK: - 4.1 FOIL
ATTIC CEILING R-3P
3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALLS OR CEILINGS
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
`26 GAUGE (0.45 mm) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
HAVE NO OPENINGS INTO THE GARAGE.
4- FOUNDATIONS AND 5UPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL AL50 CONFORM TO THE
MANUFACTURERS INSTALLATION. INSTRUCTIONS
E, AJX.L.'AR DR4 N PAN. AT FEY IV CONDENeNG '_ A1,CE5 SHA' _ BE _
PROV C A 4_XILI4R DR V AN W R . " 0 ANC ' NG
COMPON 'N'OCCUR AS RE OF S- = \ .-ONO N _ DRAIN
PIPING -TESE PANe; BE_ 'VS \ ACCORDANCE WI- --E
APPLICABLE =ROVISICNS C C\e " :".3.
EXHAUST FANS AND VENTING:
OUTDOOR DISCHARGE. THE A R REMOVED BY EVERY MECHANICAL EXHAUST
SYSTEM SHALL BE DISCHARGED TO T-;E OUTDOORS. AIR SHALL NOT BE EXHAUSTED
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET RCO S S' _ NO- BE
RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER C Ni _Y, - AND SHALL E5 _
EXHAUSTED D RECT _Y TO
7HE OJDOORS EXHAUST AIR B:-R^.M 5 AND
TOILET ROGM,5 SHA_'_ NC- SCHARG'- E INTO AN A1G, CRAWL SPACE, OR OTHER
AREAS INSIDE HE BUILDNG-�
3 DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
,F -
ETtRMINED BY ONE OF THE M THO S SPECIFIED I SECTIONS
D _� t D PEG ED N SEC ONS MI502.4.5.1 THROUGH
I115024.5.3. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM
THE CONNECTION TO THE TRANSITION DUCT FROM T. DRYER TO THE OUTLET
D E
TERMINAL. THE MAXIMUM LENGTH OF THE DUCTSHA - BE REDUCED 2.5 FEET (l62 mm)
FOR EAGH 45 DEGREE .0.75 RAD) BEND A\D (i524 mm) FOR EACH S0
C GREE (16 RAD BEN[) MAXIMUM \� EXHAUST DUCT DOES NOT
INCLUDET TRANS -C\ _ XC P '\ T. G O S DRYER BOOSTER
E
PAN 15 INSTAL E \ '\ 'C TI THE MAXIMUM - A ON E AX MUM
LENGTH OF THE X \.- \ \ N - \ ;CT, SHALL BE
PERMITTED D TO BE N AC R \ - - N ANUFA TURER
INSTALLATION INSTRUCTIONS_ WHERE
A B005TER FAN IS INS A_LED
AND NOT READILY ACCESSIBLE FRO"( E R..... �\ --'CA THE DRYER IS LOCATED,
A PERMANENT IDENTIFYING LAB_E' _ SMALL BE PLAC-E: AD 4CENT TO WHERE TH
E
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS THIS DRYER
EXHAUST SYSTEM IS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE BACK DRAFT DAYPER5 AT INTAKE AND EXHAUST LOCATIONS AS
REQUIRED BY THE CURRENT APPROVED BUILDING- CODE.
ISSUED: 4/3 0/2024
VERSION: 5.0
SQUARE FOOTAGE
AH4R ASSET MANAGEMENT SO. FT.
HEATED AREA
Sq. Ft.
MAIN LEVEL
E,43
5ECONO LEVEL
3A
TOTAL AW SQ. FT. (SbWCrawl)
1977
METHODOLOGY: ANSI Z765-2DM
IIIThe total area calculated from the outside -to- WE ds of framing, including optional finished basement options as
shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches.
ALL WORK SHALL COMPLY VVI
FLORIDA BUILDING CODE:
CODES
NATIONAL ELECTRIC CODE,
THE CITE' OF ZEPHYRHILLS
AND
ORDINANCES
4
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01011 A DEVELOeYENT
DO NOi'..LALE' SE DR ' NSSv.
VERFT 311LDY. ORIENTATION WITH
CONTRACTOR AND 517 PLANS
BEFORE CONST—TION 1E5E
DRAW� JO NOT c,%TAIN
SFECIFIC INF-YATILN FOR ANY
57RICTURAL ELEMENTS (TO BE
PROVIDED -1 EFGINEER OF
RECORD) ANY J�eEPANC'"
IDIMENS`1n; :1E171"1E-
BE FEN' '_ �R- IT --E
455- �R _ 1"111
DR 1_5 __ EE c=CITED TOI
I�-�.:iRE"E,NTS OF LOCAL BIIILDING
.,,.]Ie_5 , TO COMPLY WITH STATE
'._WILDING CODES.
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VERSION: 5.0
sffrfwe
COVER SHEET
S.
-r ._ I -.I I _T— _r- ItT TAT 1 11 - _ 77- -�I - -- r I - I1 i I
SQUARE FOOTAGE CHART
ELEVATION'I' ELEVATION T ELEVATION'K'
0
I
I
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JI
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F/BTR "•HUMlolT
SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE
CONSTRUCTION AREA CALCULATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
845
5ECOND LEVEL
1156
TOTAL HEATED/CONSTRUCTION AREA (SIaWCmVQ
1979
METHODOLOGY: ANSIZ7652003
The total area calculated from the outside -to -outside of framing, including optional finished basement options as
.shown. Thlsarea excludes stairwell at highest level above grade, garage, covered patio/porches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
GARAGE
4%
-RON- COVERED PORGH
42
TOTAL BUILDING ENVELOPE (SIeWCra"
2497
GOVERED LANAI
120
METHODOLOGY
auilding Envelope Area: The total area calculated, including Heated/Construction area as calculated, and also
nduding garage, covered patio/porches.
MAXIMUM DEPTH
(MAXIMUM WIDTH
`'MAXIMUM BUILDING HEIGHT A.F.F. _
25-2
Gi0"l' AMH DEVELOPMENT
C VO- SCALE THESE ORIENTATW .
TOR PLANS
S.
ucRIFY BIIILIONON 6
CONTRACTOR AND SITE ANS
BEFORE 5 Dof TICN. THESE
RAWIIYS GO DNOT CONTAIN
5PECIEIC N-0F�ATIGN FOR ANY
5T3; I: ED E_ETIE-,SEER BE
�4.OVG-'�� BY ENGINEER GF
RECO' cf^i.)ANY DI„C.REPANLY
pIt!ENSIONS, ORIEMATICN, EfW
BETWEEN THESE DRAWKfi AND THE
A55CCIATED D-1.5 and/or SITE
DRAWINGS 5HAL'. BE REPORTED TO
CONTRACTOR AT ONCE AND 10
C 5TrdiCTIGN SHALL PROCEED
IFTIL CORRECTED. THc
CONTRACTOR A5krE5'-E
E3° 515ILn TO HEE-+�
Rcf1:IRE"ENiS OF LOCAL Bul! CRC
Q�ICIAL5 r TO COMPLY WITH STATE(
3y111L�)D, GOp,S.
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VERSION: 5.0
OWNS
SQUARE FOOTAGE
CALCUATIONS
*Wf
CS-3
_ RT'-&" OVERALL
-FLLANAI
5LAB
4" CONCRETE 5LA8 MIN. OVER 6 MIL
VAPOR BARRIER SLAB SHALL BE
Z O
OVER CLEAN CC iPAC-_
m
O
W,
W
4" CONC SLAB MIN, 01
FIBER"IES'-
A/C PAD
e
W/ FIBER MESH •'
I fJ I
I I
LOCATION
_i
---- L1/----,
SECOND FLOOR
///
SANITARY DROP B
//
2,-0"
//
ELECTRICAL
//
CONDUIT FOR
r ISLAND r
�o
/7
_
�q
HVAC CHASE
BASED ON
�o
LccAlar
CONC ETE 5LA8
Ir ,� Ll
/ 4" CONCRE SLAB MIN. OVER 6 MIL
// VAPOR BA IER. SLAB SHALL BE OVER
_
CLEAN GO PACT ED FILL W/ FIBERMESH
is
N
/
—
w
//
II
/
_3• _3• II•_314^
S
L-
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L
_-Iti
, FLOOR
SANITARY DROP
1
r
All
12'-4"
B.-,
i
I
PORCH 5LA8
— —
I4
VW
CONCRETE SLAB MIN, OVER 6 MIL
OR BARRIER SLAB SHALL BE OVER
T
3, �.L
AN COMPACTED FILL W/ FIDE
os
a^ CONc
4"
SLAB MIN.
— — — — — — — — — — — —
-----------7u
pU " FIBER MESH
�n
@
9
p GONGRE
LAB
o
-
z 4" CONCRETE 5LIA
u
MIN. R 6 MILTJ
VAPOR BARRIER �L
B SHALL E OVER
OLEAK=P,4C7
FJLl_iu/
p a----
Ha
S
I
L
I[--,
2' B4"
I6'_3" OPENING
2'-2I'"
4'-B"��-4`
6' 0,
21'-B" OVERALL
SLAB PLAN - ELEVATION V
SO4E,M%IIT01.17)
WALE 'VOW
FOUNDATION FLAN NOTE5
ALL LOW SHALL BE IN STRIC' CO"=_ -%% : _ - E,. _: �.
CODE, RESIDENTIAL, AND COUNT" B.Ji�L-
STRIP TOPSOIL, TREES, 5TUMP5• ROOTS, ETC. FROM ALL
AREAS WHERE CONSTRUCTION WILL OCCUR UN O.
FILL SHALL BE FIR .LY COMPACTED, CLEAR SAND/CLAY
MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER
INTERIOR BEARING LOCATIGN5 SHOULD BE COORDINATED
WITH TRU55 MANUFACTURER J 5TRUCTURAL EWINEER
PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL
SLA85 (INTERIOR).
DO NOT KALE THESE DRAL.Irl'-.5.
VERIFY RACT IOU' ND 5[TATCN '
CCNTRACTCR AND SITE PANS
aUT Al CO DO NO- CO - '
D44WW-5 JC nD• CONT���
(DIMENSTHE DRAWAr:aJ, EiGi
BE
A5;, EN iuESE DRAWINGS AND Tt1El
ASSDo ATED DRAWINGS and/or 5ITE.
DRAWNGS SHALL 6E REPORTED To
_TRACTOR AT ONCE AND NO
CON57R;CTICN 51ALL FRJCEED
WY_ CCRFEC-ED -HE
CONiRA.C- < -55� E5 ,�E
RESPCN '. ' =E' ALL
R'cGVIREMEN, A� aulLDNA
O` CIALs TO CCMPL- WITH STATE
a LDING CODES
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VERSION: 5A
81Et .
FOUNDATION -
SLAB PLAN
swo
F-1_.O]_
N
GRASPABLE -��
HANDRAIL
I I/4 MIN TO I U2"
_',C MAX 3 MIN.
IAMETER�1 t
rtl
RETURN
m� HANDRAIL
-t—
SEGTION PLAN
PROVIDE HANDRAIL IN COMPLIANCE WITH
THE CURRENT APPROVED E,W DING GODE
STAIR DIAGRAM
FLOOR FLAN NOTES
PROVIDE 1/2" (MINIMUM) GYPSUM BOARD SEPARATION AT WALLS AND 5/8" T-YPE X OcILMGS
IN THE GARAGE ADJACENT TO THE MAIN 49115E AND ATTIC AREAS_
WASHING MACHINE IS ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED 01.
ALL EXTERIOR WALLS ARE DRAWN AT 8" CMU LNLE55 NOTED OTHERWISE.
ALL INTERIOR AND COMMON WALLS ARE DRAILN AT 3 1/2" UNLESS NOTED OTHERWI5E.
HEADER FOR FIRST FLOOR 15 AT 8'-O" w/ e'-4" CLG a SECOND FLOOR IS AT 1'-0" W/ 6 CLG.
HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE NOSING OF THE TREAD.
0) DENOTES EGRESS WINDOW
rK CRJWN W/ Ia GP
IaRM10Al�...._—
ICWTMIO[PHGlPf1
W1..1lCA1�
eunnw -_
i('AOF.IMIIN
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NmTw. onorea
f WN1WOM6V0'
16L GYFa (lPBllfb
0 MgIEWNEHiI WNLWOM6 HOB
®.G11E60W31G6 I
OPT. BOOT BENCH DETAIL
N.T.S.
STONE VENEER —
PER COMM SPECS
16.'-01, 1SD'_ID
1
LANX
M.o
9'-4'.CLG, AFF_
CONCRETE
A/C PAD
LOCATION
*2` 6-4'
74
25 SH 2868
25 EH
25 5H
DINING ROOM
9' 4" CLG
VINYL PLANK
60.
d°
2'-1I1"
g_1p,.-BYs".
KITCHEN
XX
2x6 WALL a
9'-4" CLG
34 1/2" AFF. FA � L�
r-
_
VINYL PLANK
;X;
ROOM
p 3 0
9'-4" CLG
g d - � -
VINYL PLANK
y o I
I
II
II
2'-5yz" 5'-IOyz" 5'-m" 4'-2"I
JIJ 4eW WALL HT. 42" H. 2x4 KNEEWALL
BELOW 57AIR5 _ W/ WOOD CAP_
6AUNDRi V 4 13 12 II E 8 T 6 5 4' 3 2 TI
110
VINYL PLA
IN S A I
--- --SNER
ALWAYS, S OPE CLG. /� - - - L
LO TAD ON THE =n L-LINE OF 0
D W-EFT: WALL
2868P N'6,
20 MIN. RATED
�0-
ILW POOR N s
0-9 '_4" CLG 68 a�i
- VINYL PLANK
m
GARAGE WALLS C
ON WITH
OPT. 2"
EoLLA
PE LIVING AREA MUSr
oN 5'X5" DRYWALL 5EPA
HAVE 1/7" CAR
TION (MIN. 2 - OAR.
BASE PL
TE
MIN FIRE) GARAGE
9'--4" CLG AFF
CONCRETE
FRONT PORCHS'-4"
rE
CLG AFFCONCRETE-_.___
_- __
- _- - _- - - _-
______________________
________ _FIT
-HT.
LINE OF 2nd FLF
ABOVE
;aT
16'-0" x l' 0" 04, G
RAGE DOOR
I�
2'-10"
16'-.@"
2'-I0"
27'-a" OVERALL
FIRST FLOOR PLAN - ELEVATION 'Jo
�,,WW"
5
T
&.1 —1 DEVELOPMENT
DO NOT 5CALE iHE5E DRgWIWYS.
VERIFY BJILDMG ORIENTATION WITH
CONTRACTOR AND SITE PLANS
BEFORE CONSTRICTION. THESE
DRAWN 55 DO NOT CONTAIN
SPECIFIC INFORMATION FOR ANY
57RICTLRAL ELEIENTS (TO BE
PROVIDED 8Y EN61NEEROF
RECORD) ANT DISCREPANC'
/DIME45 ONS, ORIENTATION, ETC)
BETWEEN ESE DRAWNK6 A0 THE
455XIA7D DR IN e end/w SITE
DRAWINGS 5HALL BE REPORTED TO
CONTRACTOR AT ONCE AND NO
CONSTfl TI`N SHALL PROCEED
UNTIL CORREC7ED. 7HE
CONTRACTOR A5SA1E5 THE
RE
5PONSIBLM „MEET ALL
LREQUIREMENTS OF LOCAL BUILDING
ICIALS. a TO COMPLY WITH STATE
BALDING CODE5.
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VERSION: 5.0
'..8$TNYE
FIRST FLOOR PLAN
81@Tf
A-1.01
I
"I-RE'ufAl
`NANDRGIL
m
'FROVIDE HANDRAIL IN COMPLIANCE JIITH
THE CJRRENT APPROVED BUILDING CODE.
1 !AIR DfACzRAM
10"
D
"OR h"_,W\ NNC
ON _, LL5 AND 5/8" ttFE XCEILING5
N = �,..__ \ E `IA _ AREAS,
WASHING -_OCATE7 -_ 3R`SR UNLE55 NOTED OTHERWISE.
ALL Ex _4 _S 4R= DRAWN AT 8" CMU NNLE55 NOTED OTHERWISE.
AL INTERIOR AND COMMON WALLS ARE ORAUN AT 3 I!2" NNLE55 NOTED OTHERUI5E,
HEADER FOR FIRST FLOOR 15 AT 8'-0" w/ 5'-4" CLG c SEGOIND FLOOR 15 AT T'-O" W/ 8' CLG.
HANDRAIL HEIGHT SHALL BE 36" MEA&IRED VERTICALLY FROM THE NOSMG OF THE TREAD-
() DENOTES EGRE55 WINDOW
DOWIRAMEWFAU
�
\\\vlll uU[ZwMert 2l'-8" OVERALL
3'-2ii" 5'_4
CIDgT WALL DOOR -FRO, t WALLS NSULATION
M PLAN
'.A,RR0.NDI^G W/ I A7ER
SHPIER/�.8S H R"G-PAY
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SECOND FLOOR PLAN
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5
COMM. SPECS
14 ARCH SHINGLE
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ZONE I ATTIC VENTILATION: (300 SG FT ATTIC SPACE / I SQ FT VENTILATION)
-CALCULATIONS REFLECT 50% RIDGE AND 50% SOFFIT VENTS
II'.8 5Q FT UNDER ROOF ATTIC /
300 SO 7 11 SQ FT - 393 50 FT VENTILATION
507IT VEN 9 50 IN EACH
OF -RIDGE VENT5 138 SQ IN EA
393 50
FT x 50 = : 196 50 FT HIGH, 1.96 50 FT LOW
HIGH VENTING
I.% SQ FT x Iu 5Q IN =28212 SQ IN REQUIRED
(3) OFF -RIDGE VENT - 138 50 IN = 414 5Q IN
LOW VENTING
L96 50 FT x 144 SQ IN -28712 50 IN REQUIRED
28212 / 9 = 31 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
ZONE 2 ATTIC VENTILATION: (300 5Q FT ATTIC SPACE / I SQ FT VENTILATION)
A SQ FT UNDER ROOF ATTIC /
300 SQ FT / 1 50 FT = 4l SQ FT VENTILATION
50FIT VENT 9 50 IN EACH
LOW VEN-I G'
4150 FT x 144 50 N =6lb8 SO IN REQUIRED
blb8 / S . 8 5OFFIT VENTS (CONTINUO.15 VENTED SOFFIT)
ZONE 3 ATTIC VENTILATION: (300 SQ FT ATTIC SPACE / ' 5Q FT VENTILATION)
42 SO F( UNDER ROOF ATTIC /
300 50 FT / i 5Q FT = 14 50 FT VENTILATION
SOFFIT VENT 9 SQ N EACH
LOW VENTING
4 SQ FT x 144 SQ IN =2016 5Q IN REQUIRED
2016./ 9 = 2 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
ZONE 4 ATTIC VENTILATION: (300 50 FT ATTIC, SPACE / 150 FT VENTILATION)
120 5Q FT DER ROOF ATTIC /
300 SQ FT / 15Q FT = .40 SQ FT VENTILATION
SOFFIT VENT 9 50 IN EACH
LOW VENTING
40 50 FT x 144 SQ. IN =51LO SQ IN REQUIRED
5160 / 9 = 6 50rHT VENTS (CONTINUOUS VENTED:5CFFIT)
CEMENTITIOUS STUCCO —
PER COIM. SPECS
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DRAWINGS SHALL BE REPORTED TOi
CONTRACTOR AT LNCE AND NO
CCNSTRICTICN SHALL P EED
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CONTRACTOR 456A7E5 THE
RESF_SIBILITI TO MEET ALL
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DET41L 5 ARE $TRIC'LY ARCHITECTURAL, FEFER TO STRUCTURAL
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12 12
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BUILDING SECTIONS
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RECESSED CAN
LIGHT
COLD WATER
[�
FLUSH MOUNT LED
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ELECTRICAL METER
WALL SCONCE
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DIMMER SWITCH
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SMOKE DETECTOR
C1IADPLEX OUTLET
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ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45"' AFT.
RECEIPTS TO BE 12" AFT_ - 42" IF OVER A COUNTER
ALL WIRING TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED
IN NEC 210121Ai AND SHALL BE INS-ALM A READIL7 ACCESSIBLE LOCATION.
ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND STALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL _OCALLT CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC
210:8(AJ AND INSTALLED IN A READILY ACCESSIBLE LOCATION.
IT 15 THE RESPONSIBILITY Cf THE LICENSED ELECTRICIAN TO INSURE THAT ALL
ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NF.PA. l@A -NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES -
PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC
25@.44
LUMMIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF
NEC 4I0.16(AJ E CBJ
RECE55ED LIGHTING TO BE AIR TIGHT AND IC RATED
I@@% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE
HIGH EFFICIENC7 LAMPS
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION.
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DI50GNNECTS IN
COMPLIANCE WITH NEC II@26.
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 40612
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLES) IN A GARAGE SHALL NOT
BUFFET OUTLETS OUTSIDE of THE GARAGE AND NOT LESS THAN ONE RECEPTACLE
CUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE
AFCI PROTECTION - 21@I2 l8J DWELLING JNI?5. ALL 12@ VOLT, SINGLE PHASE, 15 AND
2@ AMP BRANC:-I CIRCWTS BUFFETING CUTLETS INSTALLED IN DWELLING UNITS,
FAMILY ROAMS, DINING ROOMS, LIVING ROOMS, PARLGRS, LIBRARIES, DENS,
BEDROOMS SUNRCOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
I, ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AEG], COMBINATION TYPE,
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
Cvv EXTERIOR GARAGE
200 AMP METER MAIN COMBO
�i00 AMP MAIN
UG IN ERIGR
PANEL
sy
4/0 AL SIR CABLE A/C
DISCOMjECT
db -FLOOD LIGHT R.I. qp
GROUNDING ELECTRODE T' -r' �I
SHALL COMPLY WITH
r SEC 25052 v
/ v
ELECTRICAL RISER DIAGRAM
N T.5tb . /
3 I'_101/z3'-0" 3' �
1
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a r
r 7 j UNDER
STRUCTURED .D
MEDIA CABINET TO Gn
INCLUDE CAT5/6,
GOAX, USE, WIP v 7 4
ROUTER SPACE —,fl
AND POWER - GFI
VERIFY EXACT
REQUIREMENT, 2-2 0 w C1.W
LOCATION AND
MOUNTING HEIGHT m
PRIOR TO
INSTALLATION v !
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240v11F REQUIRED
BY CODE
1— — — — — — — — — — — — — — —�
UP WE
PART. FIRST FLOOR ELECTRICAL PLAN - ELEVATION V
aCAL ;W- V V„nn
WALE ll4ti,tl`W2 K
ELECTRIC4L LEGEND
402I AMN DE✓ELOR1ENi I
DO NO- `.,GALE rHESE DRNllMGS
VRffY BUILDING ORIENTATION WITH
CQNFRACiOR AND SI?E RFVJS
BE ARE GGNGTRIGTIGIJ. THESE
DRAWCKS CO NOi CON?AIN
SPECIFIC INFOR'tATi(TJE�ANY
STRLiDRAL ELEMENTS fT0 BE
PROVIDED BY ENGINEER GF
RECORDi. ANY DISCREPAINC"
(DIMENSIONS, ORIENTATION ETCi '
BE?WEEN THESE DRlilllRXxS AND rHE
assccwTEo oRnmlNGs a�dTa 5rt ,
DRAWINGS SHALL EE TvPGRrED i0 '
CGN?RAC?OR AT ONCE ANC NO
CONSTRKTICM SHALL FRCGEED
uMIL fA crREG?ED. THE
CONTRACTOR ASSIBIES THE '
RESPOPUIBILITY t0 MEET ALL
REg11R:MENT5 OF LOCAL PAIILDiNG
aPlaals , TO ca+PLr wlrH srarE
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VERSION: 5.0
9WA11E
ELECTRICAL PLANS .
FIRST FLOOR j
Bmt
E-1.0
ELECTRICAL LEGEND
_+GAB
GAS LINE
<E_'c5GLT CAN
CW
COLD WATER
FLASH MOUNT LED
0
ELECTRICAL PANEL
Q
WALL MOUNTED LIGHT
ELECTRICAL METER
WALL SCONCE
DISCONNECT SWITCH
FLUORE51-ENT LIGHT
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FLUORESCENT LIGHT
w) 2 BULBS
s
VAPOR PROTECTED
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EXHAUST FAN
DIMMER S�"CI-
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IGHT
4
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DUPLEX OUTLET
O
SMOKE DETECTOR
GIUADPLEX OUTLET
'AD
CARBON MONOXIDE
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THERMOSTAT
OUTLET
FLOOR OUTLET
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Tri
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GFI OUTLET
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PHONE JACK
WATER PROOF GFI
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ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45" AFF.
RECEPTS, TO BE 12" AFF. - 42" IF OVER A COUNTER
ALL WIRING TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED
IN NEC 210.12lAU AND SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION.
ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
.AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER 5HALL BE PROVIDED AS REQUIRED IN NEC
210&A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION.
IT IS THE RESPONSIBILITY OF THE LICENSE[) ELECTRICIAN TO IN5URE THAT ALL
ELECTRICAL WORK IS IN FULL COMPLIANCE WITH NFPA. l0A - NEC AND ALL
APPLICABLE LOCAL STANDARDS, COD -ES, AND ORDINANCES:
PROVIDE INTERSYSTEM BONDING TRETMINA'iON AT SERVICE LOCATION PER NEC
25094
°''.RE5 N CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF
NEC -'0 6.' E'
-_T —E7 _ -\. -0 BE AIR TIGHT AND IC RATED
'CC%< 0= --E S N PERMANENTLY INSTALLED FIXTURES SHALL BE
31 E= C _tiG- LAMPS
REFER _'_ ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION_
PROVIDE -HEcOL:RED CLEARANCES AROUND PANELS AND DISCOINNECTS IN
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406U2.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLES) IN A GARAGE 5HALL NOT
SUPPLY CUTLETS OUTSIDE OF THE GARAGE AND NOT LF55 THAN ONE RECEPTACLE
OUTLET 5HALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE,
AFCI PROTECTION - 21012 (6) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DUELING UNITS,
FAMILY ROOMS, DINING ROOMS LIVING ROOI15, PARLORS, LCRARIE5, DENS,
SEDROOM5 SUNROO'M5, RECREATION ROOMS, CLOSETS, HALLLIATS, OR SIMILAR
RCO`IS OR ARE45 514ALL BE PROTECTED BY A LISTED AFCI. COMBINATION TYPE,
e5'A__ED ?0 PROVIDE PROTECTION OF BRANCH CIRCUIT.
y-tl4" 5'-21`2'.
I�
— — — — — — — — — —
SECOND FLOOR ELECTRICAL PLAN - ELEVATION V
$=RlT-lWV XU7)
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ORFWRa'�5'.AW1L 2E f¢PoRr--D i0
CONTRACTOR 5i ONCE AND NO
CONSTRIGTIONSHALL. c�f'(E
UNTIL CORRECTED THE
CONTRACTOR 4-0'TE THE
RJ REO NIT5 ' TOAL 13ALL
OPICIAL5 I TO Or LOCAL &IILOWF
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PJILGING CODES
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VERSION: 5.0
I HTX11E
ELECTRICAL PLANS
SECOND FLOOR
sgr�
E-2.0
HOUSEWRAP BARRIER (TAPE ALL
JONIS) OVER EXTERIOR
HOUSEWRAP BARRIER (TAPE ALL
SHEATHING PER SPEC -SHEATHING
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TO OVERLAP RUBBERIZED,T
SHEATHING PER SPEC -SHEATHING/
15# BLDG FELT BETWEEN FLASHING"
TO OVERLAP RUBBERIZED f
HOUSEWRAP SARRER AND
k" "
FLASHING ;
BRICK VENEER -TYPICAL UP
,
3 RUBBERIZED THRU-WALL
RUBBERIZED THRU-WALL
FLASHING, EXTEND UP 8'
15# BLDG FELT BETWEEN
HASHING, EXTEND UP 8' _
VERTICALLY 14' MN
HOUSEWRAP BARRIER AND
VERTICALLY )4-MIN
VERTICAL PROJECTION
- BRCK VENEER -TYPICAL
VERTICAL PROJECTION
ABOVE SUBFLOOR),
ABOVE SUBFLOOR), TRM -
TRM TO OUTSIDE FACE —� _
CONTINUOUS MORTAR NET
TO OUTSIDE FACE OF --
`-
WEEP HOLES AT COURSE OF BRICK
BRICK
ABOVE FLASHING • 247O.C.
WEEP HOLE AT COURSE
HORIZONTALLY
ABOVE HASHING - 24' O.C.
SOLD GROUT BEHIND
HORIZONTALLY
FIRST COURSETYPC
POURED FOUNDATION
THRU-WALL FLASHING
FOUNDATION
BRCKLEDGE
Tye
NOT TO SCALE
THRU-WALL FLASHING @ BRICK LEDGE
/--HOUSEWRAPBARRIER -
REFR TO DETAL FOR CUTTING COORDINATE 15# BULDNC FELT
BARRIER AT WINDOW OPENINI APPLICATION WHERE BRICK VENEER IS
I SPECFED
FOLD HOUSEWRAP DOWN OVER HEAD FLASHING
AND APPLY CORNER PATCH EXTENDING I"MIN.
BEYOND BARRER CUT
INSTALL HEAD FLASHING OVERLAPPING
WINDOW FLANGES A MN. OF 2'- INSTALL
- — UNDER HOUSEWRAP
APPLY JAMB FLASHNG OVER SIDE
WINDOW FLANGES -MN. 1'ABOVE
HEAD AND 3" OVERLAP AT SILL
`\ INSTALL WINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTERIOR W PERMETER GAP /
NON -EXPANDING FOAM OR SEALANT
TAPE SEAM OF OVERLAPPING PLASTIC S&L
BOOT
PST NUFACTURED PLASTIC SILL
WINDOW OPENING FLASHING
\O' TO SCALE
f_
12
�Sff ROOF
PUN
TYP. INT. CLG.
MATERIAL • PER SPEC
REFER TO STRUCTURAL
FOR TRUSS TO WALL
CONNECTION
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC
TYPICAL BASE
PER SPEC
IEe200F
GABLE END WHERE OCCURS
REFER ELEVATIONS AND DETAILS
TYPICAL ROOF COVERING PER SPEC
TYPICAL ROOF TRUSSES PER SPEC
TYPICAL ROOF INSULATION PER SPEC
DRIP EDGE PER CODE 6 COMM. SPEC
TOP OF CM.U.
ROP OTFO ElflAl10N5
FASCIA PER CODE A COMM. SPEC.
TYPICAL SOFTIF FINCH PER SPEC
1E BEAM • REEF STRUCTURAL
TRIM PER ELEVATION PER SPEC
8'CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FINCH ON BLOCK PER
SPEC
WANSCOT PER ELEV. PER SPEC
'
-
VERIFY FOUNDATION PROFILE. VARIES BY
LOCATION / CONDOM
REFER STRUCTURAL
/
VERFYDEAL FOR TERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION A
MATERIAL
P4'
FN. R
- --
RUM TO PLOT PLAN FOR SLOPE
.
CONFGURATDN
NO- TO SCALE
GABLE END WHERE OCCURS
12 REFER ELEVATIONS AND DEALS
SEE ROOF PLAN -I
TYPICAL ROOF COVERING PER SPEC
®TYPICAL ROOF TRUSSES PER SPEC TYPICAL ROOF INSULATION PER SPEC
DRIP EDGE PER CODE S COMM. SPEC
T.o.W,
R�TO AELEV TDISS
FASCIA PER CODE d COMM. SPEC.
REFER TO STRUCTURAL
FOR TRUSS TO WALL 1YPCAL SOFFIT FNBH PER SPEC
CONNECTION
TYPICAL WALL FINISH ON FRAME W/
SHEATHING, PER EEVATON, PER SPEC
TYPICAL 2( FRAME WALL AND SHEATHING -
REFER STRUCTURAL
TYPICAL INTERIOR WALL ,III
FINISH AND BASE PER
SPEC
2ND F.F. _
�REFEt TO ELEVATION$
WATERPROOF WALL FINISH TRANSLDN VARIES
BY ELEVATION. REFER DETAILS AND SPECS
V�I
TO.W.
TYP. INT. CLG.
9 RffBt TO ELEVATIONS
MATERIAL •PER SPEC �
._
- DRIP EDGE CRACK CONTROL AND WEEPS$
REFER DEALS AND SPECS
REFER TO STRUCTURAL
FOR TRIES TO WALL
CONNECTION
- TE BUM
REFER STRUCTURAL
B'CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FINISH ON BLOCK PER
SPEC
TYPICAL NfEtIOR WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC
�
n WANSCOTT PER REV. PER SPEC
VERIFY FOUNDATION PROFILE. VARIES BY
TYPICAL BASE
LOCATION / CONDOM
PER SPEC
REFER STRUCTURAL
VERFY DETAIL FOR TERMNATDN WALL
ZNDATDN
FINISH AT PER ELEVATION AND
MATERIAL
�1�3LI�11=L
REFER TO PLOT PUN FOR SLOPE
-
- CONFIGURATION
TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION
NOT TO 5CAL'c NOT TO SCA'_E
FRAMING SYSTEM
BRICK ROWLOCK -
REFER TO ELEV.
BRICK SOLDER )OR) 3 BRICK
COURSES -REFER TO ELEV.
THRLYWALL MEMBRANE
FLASHING
WAINSCOT DETAIL
NOT TO SCALE
HOUSE WRAP OVER WALL SHEATHING - PROVIDE
ENOUGH OVERLAP TO COVER METAL FLASHING
AND THROUGH -WALL FLASHING
J; —;:_i 7/9, STUCCO OVER FRAME )SHEATHING, 2 LAYER
TAPE OVERLAPPING SEAM
---,.4.I ___ ---- W.R.B., LATH AND STUCCO) - PER SPEC
SIDING PER SPEC
12' BENT METAL FLASHING-
EXTEND 8'VERIICALLY
PEEL 8 STICK BRIDGE FLASHING, SHINGLE LAPPED
OVER STUCCO ACCESSORY
EXTERIOR SEALANT
VINYL PLASTER DRIP SCREE) -PER SPEC
CASs STONE SILL OR BECK
INSTALL PER MANUFACTURERS INSTALLATION
INSTRUCTIONS
ROWLOCK -REFER TO ELEVATION
BRICK TIE
t' FLASHING
WEEP HOLE
I _
THRU•WALL MEMBRANE FLASHING
/ -CAP SHINGLE- DO NOT STAPLE OR NAIL
TO FACE OF BRICK W/ MN. 24"
-
VERTICAL LEG. PAP UNDER
/ -ROOF CEMENT
BUILDING WRAP.
6'W CORROSION RESISTANT BASE
--
- FLASHING PYP)
PRE-ENGNEERED WOOD TRUSSES SEE
STRUCTURAL AND TRUSS DRAWINGS FOR
% SPACING AND CONNECTION DETAILS
e \
v TYPICAL DUERDR WALL ASSEMBLY - SEE
-._--. STRUCTURAL DRAWINGS
NOTE ALL ROOFING MATERIAL )PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS MALLATON INSTRUCTION. VERIFY ROOF
- 7/8' STUCCO OVER FRAME )SHEATHING, 2 LAYER W.R.B.,
SHEATHING WITH STRUCTURAL DRAWNGS
LATH AND STUCCO) - PER SPEC
- PEEL & STICK BRIDGE FLASHING, SHINGLE LAPPED
OVER STUCCO ACCESSORY
- VINYL PLASTER DRIP SCREE) - PER SPEC
/1 \ ROOF TO HEAD OF WALL - SHINGLE
INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
SCALE: 5 - I' 0'
CAP SHINGLE - DO NOT STAPLE OR RAIL
ROOF CEMENT
- SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL S STICK BRIDGE R.ASHNG. OVERLAP ON TO ROOFING
s. UNDERLAYMENT
6'k6' CORROSION RESISTANT BASE FLASHING - PER SPEC
— PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DEALS
NOTE ALL ROOFING MATERIAL )PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO WALL AT RAKE
2 SCALE 3"- I.-O,
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VERSION: 5.0
Siw WE
MISC. DETAILS
9BTt
A-3.2
HANDRAILS SHALL NOT BE LESS THAN 04.OR MORE THAN SIN HEIGHT
ABOVE THE STAR NOSNfi
HANDRAILS SHALL BE CONTINUOUS PER FUGHT OF STAIRS. HANDRAILS
SHALLBE 112'CNEAR OF ALLAOACENT FN6H MATERIALS AND E DS
SHALL RMAIN TO WALL OR TERMINATE 11/412—N CROSS SECIONAL
DIMENSION, ORAPPPDVED FEDUNALENT, N NEWEL POSTS OR SAFE
TERMNALS. HANDRAILS SHALL BEND BE SMOOTH WITH NOSHAAP
EXIESICORMERS
STAR AND MIND SUPPLER NSTAUER SHALL SATISFYALL BUILDING
DEPARTMIENTAPPROVAL REOIIREMENTSFOR THE PRODUCTS THEY
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THE GUARDRAIL CONSTRUCTION SHALL BE ARE
NOT PASS
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THOUGH
ANY DIRECTION
THIS DIAGRAM ILLUSTRATES THE
THE TRMNOIAAR OPENINGS AT
SPECIFIC REQUIREMENTS OF THE
STAR TREAD, FIBER & BOTTOM
BUILDING CODE AND 6 ONLY AN AD
SHALL BE SUl THAT B'DIAAETER
FOR BLADIIG DESIGN AND
SPHERE CANNOT PASS THROIML
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VERSION. 5.0
SHB:THMIE
MISC. DETAILS
Sl
1A-3.31'
EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR
SELF ADHERING, SELF
WINDOW ASSEMBLY INSTALLED FIBER CEMENT SUNG OVER'IYVEK'
/ \ HUWGWATERPROOF V/� CONTINUOUSSUUM OR EQUAL HOUSEWRAP OVER
FBBR CEMENT SIDING OVER �/ MEMBRANESLL
TTVEK'OR EQUAL DAM -CONTINUE 6"MN. BEAD AT FLANGE PRIOR TO IXiERDR SHUIHNG AND
HOUSEWRAP OVER EXTERDR I 6"WOE SELF UpJµ1B5 INSTALLATION FRAMING PER STRUCTURAL DWGS.
SHEATHING AND FRAMING I I d ADHERING. SELF j SHM SPACE PER
PER STRUCTURAL DWGS. I HEALING WATERPROOF 6'WDE SELF ADHERING, SELF - MANUFACTURES'
E%TERDR GRADE!` CAULKING -TYPICAL RECOMMENDATIONS
�, I MEMBRANE HEALING WATERPROOF MEMBRANE /
6' WDE SELF WATERPROOF
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SELF HEAWGWATERPROOF �'n.},I 4 SHIM SPACE PER BACKBt MAT92D`L- PAPL3t
MEMBRANE UNDER2LAYERS I��I MANUFACTURES'
UILDING PAPER• { RECOMMENDAiDNS �I�
TAPEISEAL CORNERS- I '`j EXiHtDR GRADE SEALANT
i_ FBHtCEAENf SDNG
METALCORROSION
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' INSTALL PLYWOOD, BACKER MATERIAL
HOUSEWRAP OVER _ PANTED BUCK BEHIND WINDOW ASSEMBLY
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SAT / NSTALLJU WITH
EXTERIDR GRADE SEALANT WALLED WITH AND FRAMING PER �� CONTINUOUS LAM
OVER BACKER MATERIAL n CONTINUOUS SEALANT STRUCTURAL DWGS. DORMERS, TYP. 6"WUE SELF ADHERING. ���, __- BEAD AT FUNGALANT
\ E PRIOR
BEAD AT FLANGE PRIOR TO __ SELF HEALING WATERPROOF V
INSTALLATION MEMBRANE TO INSTALLATION
NOTE WINDOW ASSEMBLY TO BE FASTENED TO �` /', NOTE: WINDOW ASSEMBLY A U FASTENED i0
STRUCTURE PER WINDOW MANUFACTURERS '�� NRUCNRE PER WINDOW MANUFACTURERS
NSTALLATDN REQUIREMENTS AND RECOMMENDATION$ � NOTE WINDOW 14DO ASSEMBLYTO BE FASTENED TO INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND REICOMM04DATDNS
HEAD AT FRAME WALL
SCALE-3 0
HORY LAP SDNG N57A11ID FOR FRMG. PER
MFRS NSiRUCiDNS o/ BLAMING I u' III STRUCTURAL DETAILS
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HORR UP SUING INSTALLED PER MFRS
INSTRUCTIONS o/ BUILDING PAPER o/
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SCALE, '/2 1'-0„
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VERSION: 5.0'
MISC. DETAILS
RaTI
JA-3.41]'
GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE
REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE.
2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIUSITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4, TYPICAL DETAILS AND OTHER SECTIONS/ DETAILS,APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING,
6- DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
CONTACT THE ENGINEER.
7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDITION. AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE,
8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT,
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT,
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS'CONCRETE SCREW' AND'MASONRY SCREW' SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETEWASONRY 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 11.
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES.
11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILT] HIT-HY-150
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY -11
2. VERTICAL LOADING.
ROOF TOP CHORD LIVE LOAD -20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOFTOP
CHORD DEAD LOAD (TILE) -15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =1=10 PSF
ROOF BOTTOM CHORD DEAD LOAD 0 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
MAX TAL
DEFLEO TON
ROOF TRUSSES
L/240
L/240
1"
FLOOR JOISTS/TRUSS
L,360
L/480
1/2"
v 1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 518"
2, ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF U600
3. FIELDSTONE AD CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAD FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA. TORNADO WIND SPEED =N!A
BASIC WIND SPEED =140 MPH
EXPOSURE CATEGORY =C
INTERNAL PRESSURE COEFFICIENT _= +/- 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS =D
SEISMIC DESIGN CATEGORY =A
4. EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP =40 PCF
WALL BRACED AT TOP =55 PCF
5. GUARDRAIL/HANDRAIL LOADING:
ALL 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 (ICGES) AC 273 - "ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS."
CONCRETE NOTES:
1. STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
2, CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM C150 "SPECIFICATION FOR PORTLAND CEMENT.' CONCRETE
SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES."
5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60.
6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI 315 - AND "MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R.
7, REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
D O COVER AN TOLERANCES AS FOLLOWS:
SLAB•ON•GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1/2" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOUNDATION) AGAINST EARTH: 3"
FORMED CONCRETE: 1-1/2'(#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8"
8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
9, WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION.
CONCRETE NOTES (CONTINUA
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 2500 PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI
11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING
CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN
SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO
WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY
TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENTAT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15.ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
• CONTROL JOINTS: SHALL BE FORMED. SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1'2' SLAB: 8 FEET O.C. EACH DIRECTION
4" SLAB: 10 FEET O.C. EACH DIRECTION
. WELDED WIRE FABRIC (W.W.F.) 6X6-W1,4XWl.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8INCHES.
• MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 1/2" TO 2-1/4' IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM C1116 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25 % OF THE
CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1/2 INCHES INTO THE FIRST POUR
OF CONCRETE.
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION
FOR CONCRETE CURING" AND ACI 308R "GUIDE TO CURING CONCRETE
FOUNDATION NOTES:
1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO OWNER'S REPRESENTATIVE.
2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL OASES
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 6 INCH (MINIMUM) AND SEAL WITH ADHESIVE.
4, WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.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 GEOTECHNICALEN REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
ENGINEER
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 ST
EEL BAR REINFORCEMENT SHALL CONFORM TO 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 (1)-#5 CONTINUOUS VERTICAL REINFORCING BARS. .
9. HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP
SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125 %
OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM
DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES.
BAR SIZE
LAP SPLICE LENGTH
BEND DIAMETER
ACI HOOK
44
20"
T
10"
#5
25"
3-3/4"
10"
#6
34"
4-1/2"
11"
MASONRY NOTES (CONTINUED :
10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING.
11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW
LIFT GROUTING" OR "HIGH LIFT GROUTING" AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING
FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROUT SHALL BE KEYED 41NCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH 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." (NDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH 'PANEL DESIGN SPECIFICATION." AND
SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
PLYWOOD."
3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS".
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/2" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 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 T" T'xQ229" 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 /N0.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
Fg= 875 PSI F, = 425 PSI Fr = 450 PSI F,= 1150 PSI FV= 135 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (8)-0.162"x2-1/2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES:
Fg= 1100 PSI F�,= 565 PSI FT= 675 PSI Fo= 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
MICROLLAM EVIL PARALLAM PSL C) TIMBERSTRAND LSL
E = 2000 KSI E = 1800 KSI E = 1300 KSI
Fa = 2600 PSI Fa = 2400 PSI Fa = 1700 PSI
(*) -'BOOZER BEAM 2.1 EARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 E' IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
1O.FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48124 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.131 'x2 1 2 COMMON NAILS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
11. FOR INTERIOR WALL HEADERS PROVIDE (1)-2X JACK STUD AND (1)-2X KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.O ON DRAWINGS.
WINDSPEEDOF
<= 140 EXP. C
WALL HEIGHT
SET
9FT
1OFT
STUD
SIZE
HEADER SPAN
(FT)
4
lJ/1K
1J/1K
1J/1K'
6
1J/lK
1J/1K
1J/2K I'
8
1J/1K
1J/2K
1J/3K S
10
1J/2K
1J/2K
1J/4K ''
2x4
12
1J/2K
1J/3K
1J/4K
14
1J/2K
1J/4K
ENG
16
1J/3K
iJ/4K
ENG
18
1J/3K
I ENG
ENG ',
WINDSPEED OF
<= 140 EXP. C
WALL HEIGHT
SET
9FT
1 OFT
STUD
SIZE
HEADER SPAN
(FT)
4
1J/1K
1J/lK
1J/lK
6
1J/1K
1J/1K
1J/lK
8
1 1J/1K
1J/1K
iJ/lK
K
1J/1K
1J/1K
2x6A81
K
1J/1K
1J/1K
K
1J/1K
1J/1K
K
1J/1K
1J/1K
K
1J/1K
1J/1K
13. WALLS SHOWN ONTHE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14-LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16' O.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MIN.) a 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 THIRD FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(1).
IT FLR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S 00 S S S I
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
CONFORM TO ASTM D 5055.
JURISDICTION SPECIFIC NOTES:
1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
BALCONIES A 1 /2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ]CC -ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
1. ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF
TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED
LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER.
2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE
DESIGN CRITERIA NOTES SECTION.
3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES
FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE
THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE 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 (I.E. SOFFITS, PARAPETS, VALLEY FRAMING,.
UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BOSI-B3 IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
1. MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36` LG.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE. PLACING A HOOKED BAR WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM,/BOND BEAM. COMPLETE
GROUTING OF WALL.
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (W) AT FLOOR LEVEL. DRILL AND EPDXY #5
REBAR (32" LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT. ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE:
A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2" THREADED ROD SET-313 EPDXY 7" EMBEDMENT WITH 1-314" MINIMUM EDGE DISTANCE AND
7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
INTO GROUT FILLED MASONRY (GFCMU):
A 1/2"x6" TITEN HD WITH 1-3/4' MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8'
O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 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.O. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0' O.C.
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE.
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
<140
6'-0"
140
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1 S S C G S O O O
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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
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PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN
1-1 /2", INSTALL NEW ANCHORS.
5. MASONRY WALL OVERHANGING SLAB
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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"Xt-1/2" SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1/4"X3" SDS SCREWS, WHERE
"#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
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 1-1i2" WIDE AND
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10/30/2024
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+1 813.466.3310
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www,fieldstoneae. com
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERING:
29349
❑ IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
10/30/2024
DATE
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Tampa, FL 33637
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2. REFER TO DETAILS ON DWG 54.1 FOR ROOF SHEATHING REQUIREMENTS
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NOTES:
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2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
HTS16 TO (2)2x4 BUILT UP
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TRUSS NOTES
UNLESS OTHERWISE NOTED ON PLANS:
1. ALL TRUSS STRAPS TO MASONRY ARE TO
BE META16.
2. ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H1 OA. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.5A TO BE USED TO MULTI -PLY TRUSS,
(1) EACH SIDE w/8d NAILS MIN. SIMPSON
H2.5A MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL w/8d MIN.
3. ILO TYP METAL TRUSS CONNECTORS.
FRAME SCREWS MAY BE USED AT
CONTRACTOR OPTION PER THE
FOLLOWING:
A) TRUSS TO TOP PLATE TO BE (2)
SIMPSON SDWC15600
B) MULTI-PLYTRUSS REQUIRE (2)
SDWO15600 AT EA. PLY
C) (1) SDWC15600 SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DBL TWIST STRAP TRUSS
CONN ECTIONS (LTS/MTS/HTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISCLAIMER
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 SUFFICIENTTO
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
IIII11//
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C.O.A.# ARCHITECURE: ENS:.• S
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C.O.E.# ENGINEERING
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476 If7:
■ BENJAMIN NIESE, PE
P.E.# 86025
10/30/2024
DATE
No.
,, 1O STATE OF 4
/si`s10NAL 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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NOT TO SCALE LTM-110 NOT TO SCALE LTM-120 NOT TO SCALE LTM-130
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C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
6.86
29349
O IBRAHEM ELAYEB, PE
_ :' 4`
P.E.# 91476
.AO STATE OF
■ BENJAMIN NIESE PE
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P.E.# 86025
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Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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VERSION: 5.0
SHEET NAME
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FLOOR
SHEET #
S4.3_
STRUCTURAL SHEATHING,
REFER TO RI I/S4.1 FOR NAIUNG
& OTHER REQUIREMENTS
INSULATION AS PER SPEC.
PRE-ENGINEERED ROOFTRUSSES
REFER TO TRUSS MANUF. 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 ONS2.1 &
DETAILS ON S4.2 SHEETS
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
INTERIOR EXTERIOR
WALL
TAND DETAILS OFOUNDATION SI.
PLANS
SHEETS
no-o FIN. FL.
��7FIN.ISHED GRADE
4, ...
OLITHIC FIND., PER
FONDATION PLANS ON 51.1
AND DETAILS ON S1.0 SHEETS
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INSTALL MID -SPAN BLOCKING (BATT94 WHEN REWIRED BY
MANUFACTURER
TYPICAL 1 STORY WALL SECTION 09;12,2024
S01
NOT TO SCALE WSM-012
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 52_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
- MONOLTFHIC END., PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
sot TYPICAL 1 STORY WALL SECTION 09/12/2024
NOT TO SCALE WSM-021
WARM
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WSG-105
2 PER
ELEV.
INSULATION
AS PER SPEC.
INTERIOR
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REFER TO R11/S4.1 FOR NAILING
& OTHER REQUIREMENTS
ASPHALT ROOF SHINGLE
(OR TILE PER SPEC.)
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1
DETAILS ON S4.1 SHEET;
FASCIA PER COMMUNITY
SOFFIT & OVERHANG PE
PRE-ENGINEERED ROOF TRUSSES,
REFER TO TRUSS MANUF. DWGS
STRUCTURAL SHEATHING,
REFER TO W01/S4.2 FOR NAILING
AND OTHER REQUIREMENTS
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DETAILS PROVIDED ON S4.3 SHEETS -
TOP OF FLOOR 2V <2ORiPN88 <Op
(REFER TO ELEV.) INSTALL MID -SPAN BLOCKING (BATTEN) WHEN REQUIRED BY
MANUFACTURER
F (REFER TO ELEV.)
BOND BEAM PER FIRST FLOOR
LINTEL PLANS ON S2.1 &
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 END., PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
soa TYPICAL 2 STORY WALL SECTION 09I12/2024
NOT TO SCALE WSG-043
000 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
10/30/2024
DATE
Qf�l�•••••.�1
No El %
4. ►
0 STATE OF 140
/Sis'0NA1-
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 -
FLOOR
SHEET #
S4.3.1
LEGEND
8x8 FILLED CELL W/ (1) - #6 REBAR
- - - - -
BEAMS
FRT71
8x8 FILLED CELL W1 (1) - #7 REBAR
HEADER - WIDTH TO MATCH WALL
j
------
GIRDERS
8x8 FILLED CELL W/ NO REBAR REDD
--------
PLUMBING WALLS (FOR REFERENCE)
-------------
BEARING/SHEAR WALLS (FOR REFERENCE)
46' CMU -FILL CELLS W/ #5 REBAR
ROOF BLOCKING
CELL W/ #4 REBAR
❑■
(IN WALIL)LED
BALLOON
CELL W/ #4 REBAR
WAS HIGHER BEARING WALLS
(IN COMED
LUMN)
CONCRETE TIE BEAMS
!p-ELEV
I
ELEVATION INDICATOR
®
PLUMBING PENETRATION FOR
SK%
DETAIL INDICATOR
FRAMING LAYOUT
HDR SIZE
LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE
(ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
<X
BRACED WALL LINE
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECT/ARCHITECTURAL
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRYOPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
BOLT
BOTTOM
FD
FLOOR DRAIN
CDC
ON CENTER
BERG
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
CHIP
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCING/REINFORCEMENT
CJ
CONTROL -JOINT
GALV
GALVANIZED
READ
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRD
GRADE
SC
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALLBOARD
SHTG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
SIM
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HDR
HEADER
SPF
SPRUCE PIR FIR #11#2 OR BETTER
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
IDEA
WG
DRAWING
IN
INCH
ONO
UNLESS NOTED OTHERWISE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
CITY
TYPE
GRAVCTY
(BB'1L
UPLIFT OtO 1.6
LATERAL
META16
8
0-148"x2-1/2"
-
14SO
F1'340
F2:770
HETA16
9
0.148x1-1i2
-
1810
FL 340
F2: 770
(2)META16.
I -Ply
10
0.148"xl-1/2"
--
1975
F1:680
F2: 770
(2) METALS
66 2- 013-PN
14
QS62"x3-Y(2"
--
1795
€1 : 129S
F2 : 1080
(2) HETA16
i-My
10
0.148"x1-1/2"
--
1920
F1:680
F2: 770
(2) NETA16
AD 2- - 3-
12
0.162"x3_S/2"
__
2365
F1: 1350
F2 : 1430
"I4
8
0.148"xl-I/2"
_
2114
F1: 120
F2. 90
1/4NI-3/4" CONIC SCREW
LGU.M28-2
6
3 8" x4' TITEN HD92110
2435
fr
1 114"x 21/2'SDS SCREW
MST£28
36.
0.148' x.31 4"
3460
MT512
14
0.148x1-1/2
990
2 MTS12
28
0.145"xx-2 "
1980
MTS16
14.
0.149N1-1/2"
990
HU210-2
18.
1/4"x 23/4"CON£SCREW
35M
1800
10
0.148"x 3"
HTS16
32
01
2,890-
2 NTS16
16
0.148"XI- /2"
1310
HTS20
24
0-148"xl-1/2"
--
1310
-�
LSTA12
1 10
1 0.14Sx2- 2"
925
LSTAIS
14.
0.148"x2.1/2"
--
1235
LSTA30
22
0-148"x2-1/2'
DEW
--
MSTA24
18
CIIX2 2"
1640
-
(2) MSTA24
36
014E" 1,12'
3,280
--
MSTA36
26
0.148"X2 2"
2:S0
(1
52
0.148" X 2 1/2"
4,100
_
MSTA30
22
01
2050
MST£28
36
0.148"x.3114"
3,460
--
MSTC52
62
0.148"0-1/4"
4735
--
MSTAM24
9
0.148"X 3"
--
1,425
--
S
1/4". X 2 1/4"
MSTAM36
13
GI 3'
-
1,870
--
8
1/4" X 2 1/4"
(z) M5TAM36
25
DA46"X 3"
3740
--
16
V 4" X 21. 4'
MSTCM40
10
1/4N2-1/4" CaNC SCREW.
-_
2800
_
14
0.148"X3- /4"
MGT
22
0.148'S6"
3965
FIE 775
F2: 525
1
5 "ATR
HGT-3
16
0.148"x3°
-
_
2
3/4"ATR
VGTR or L
1
S" ATR
_
2225
Fl :650
F2: 630
16
114"0" SOS
VGTR/L
2
5 "ATR
_
5545
F1:650
F2:630
32
1/4'x3" SDS
'T
i
5 "ATR
_
49
F1: 1185
F2: 590
16
1/4"x3"SDS
(2) VGT
2
5 "ATR
7185-2p1Y 8890-
3ply
F1 : 1185
F2: 590
32
1 4-x3" SDS
bt-T22
1
8
1/2" ATR
4"x3' SDS
_
2825, 2.4 min
214S4212.4 m1n
--
HTT4
1
S/8"ATR
_
3610
-
18
0.148"x3-
HTTS
I
513"ATR
4670
26
[1.148IN3"
HETSXT
1
5 "ATR
�5
_
26
5!7 #10x2-1f2"
ABU44Z
i
5/8"ATR
7570
19W
._
12
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ABU662
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--
12
0.162"x3-1/2"
H2-SA
10
0.132"x24A,
-
565
Fl 110
F2: 110
H10A
16
0.148`Y1-1/2"
__
L340
F1:565
F2: 285
HIDA2
18
0.148"x1-1/2"
-
1080
FIE: GM
F2: 263
HUC48
14
1/4"x2-3/4"CONIC SCREW
]ISGE,
1135
-.
6
1 0.:1
HUC414
24
1/4`k2-3/4"CONIC SCREW
5085
2115
12
GA48'Sr3"
LUS26
4
0.148'x3"
BG5.
1165
-
SPH4
12
0-148"x1-1/2"
__
S16e: 640
Center: 1220
DEC clips
4
3/16-t2-3/4" CONC SCREW
F1: 85
F2; 135
2
0.231"X2-i/2"
A35
12
01
_
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F1:6SO
F2:670`
SDWC156W
1
SDWC}5600
--
615
F1:130
F2: 225
SDWC15450
1
SDWCIS450
295
F2: ISO
14TU 26
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0.162 z3-1/2"
3200
1250
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16
114 X21/2"
6,720
5,555
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12
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1
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7,970
-
20
1/4 X21/2"5DS
HDU11-SEI
1
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12,17S
-
30
V4"X 21/2'SDS
THD26
20
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29W
3240
20
4.248"x 11/Z"
THD28-2
26
0-162"x3'
4310.
15
0.146" x 3"
140 WINDSPEED CHARTS
SStICES ASO
fulde RaoFCamponerds
Hip Rod Components
Waft Components
at m� W1ndArea
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Zane Z
Zone 3
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Zocre. Z
Zone 3
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2arre 5
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17.1
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17.1
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17.1
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14.8
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148
-36..5
14,8
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19.2
1 -404
1 19.2
1 -54.9
1 19.2
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18.7
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18.7
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18.7
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327 1
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24.2
1 52.0
1 24.2
1 -RR1
1 242
-98.6
27.3
-49.0
27.3
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27.3
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365
1 -39,7
365
ADO
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Width Heiift Effediw Pressure PININ e
De lotion Zane ((f"1 M1 ,. AMea ; ion -.. SPA
16070 OHGD
16
7
112
30.8
-34.4
3068
w/3010 TR
ENDS
3
8
24.0
34.6
-45:1
3U58
.13010 HER
4
3
a
24.0
34:6
-37.7
3080 DOOR
ENDS
3
8
24.D
34.5.
-45.1
255H
4
3
S25
15.8
35.6
-38.7
6D68SGD
4
5
E57
40A
314
-36.6
2868 DOOR
4
2.67
1 6.67
1 17.8
35.3
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30505H
4
3
5
15.0
35.7
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3E50SH
ENDS
3
5
15.4
35.7
-47.3
2040SH
ENDS
2
4
80
365
60805GD
4
6
8
48.0
378
1 -36.0
DESIGN PRESSURES SHOWN ARE MINIMUM ALLOWABLE
VALUES. VALUES ARE TO BE INCREASED AS
REWIRED BY MORE SHINCINT LOCAL REOUIREMENIS
000 Fieldstone °°° \ pM I
C.O.A.# ARCHITECURE:��
AA26002802
C.O.E.# ENGINEERING: No. 8
29349
O IBRAHEM ELAYEB, PE �`
P.E.# 91476
■ BENJAMIN NIESE, PE O STATE OF All
P.E.#86025 ��F F4OR%0P--•'0���
10DATE 24 ,�ss,0NA�. 0'?
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
REFERENCE
CHARTS
SHEET #
S5.1_
H