HomeMy WebLinkAbout37794 Dusty Saddle Ln5 10 � EISENHOWER CMU
Garatze Ritzht - Elevation K3
SHEET MEX
NUMBER:
61HEET NAME:
NUMBER:
&HEET NAME:
C5
COVER SHEET
C6. 3
SQUARE FOOTAGE CALCULATIONS
F-1.0
FOUNDATION - SLAB I -LAN
E-1.0
ELECTRICAL PLANS - FIRST FLOOR
E-2.0
ELECTRICAL PLANS - SECOND FLOOR
4-1.0
FIRST FLOOR PLAN
A-2.0
SECOND FLOOR PLAN
P-0.1
PLUMBING R16ER DIAGRAM
A-3.2
M�SC DETA!LS
A-33
M 5C DETA L5
A-3A
M16C DETAILS
A-330
FRONT / REAR ELEVATIONS < ROOF PLAN
A-3.31
SIDE ELEVATIONS <
A-4.0
BUILDING SECTIONS
ENERGY REQUIREMENT SCHEDULE
EXTERIOR tLALL5 (FRAME)
R-13
EXTERIOR UALLS (5LOCK)
J FOIL
ATTIC CEILIW.
R-30
GENEF,,4L NOTE5
THE STANDARD GENERAL 61-ECIFICATIONE, FOR AIMERICAN HOMES 4 RENT I AI_1H
DEVELOf'MENT SHAUL GOVER4 EXCEf-T AS MODIFIED A SUfmPLEMENTED BY THESE
WINDOW INSTALLATION:
PLANS,
1. WINDOW5 SHALL ESE IN46TALLED AND FLASHED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
3. DUCTS IN THE GARAGE AND DUCT5 PENETRATING THE WALL5 OR CEILING5
THESE FLAN5 HAVE BEEN DE51GNED TO MEET THE REQUIREMEN75 OF-
INSTRUCTIONS SHALL BE F'ROVIDED BY THE MANUFACTURER FOR EACH WINDOW,
SEPARATING THE DWELLING FROM THE GARAGE SHALL ME CONSTRUCTED OF: A MIN.
r
2023 FLORIDA BULDIN ' CODE, RESIDENTIAL, OTH EDITION
*26 GAUGE (OAa mrn) SHEET BTEEL OR OTHER APPROVED �IATERIAL AND SHALL
OCCUPANCY: SINGLE FAMILY RESIDENTIAL
FLOOD ZONE REQUIREMENTS!
HAVE NO OPENINGS INTO THE GAFZ4GE-
1. PLAN MEETS OR EXCEEDr FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION
r -ON C201".
4. FOUNDATIONS AND 5UPFORT5 FOR OUTDOOR MECHANICAL 5YBTEMS SHALL ME
C
1. TPE 2AAIA 3EMALL BE SEPARATED FROM THE RE51DENCE AND 176 ATTIC AREA
MATH AREAS.
INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE
BY NOT LES5 THAN 112 INCH (12.1 -) GYPSJM BOARD APPLIED TO THE GARAGE
1. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOC47ION6 SEE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
SIDE. GARAGES BENEATH WA51TABLE ROOMS 544ALL BE 5EPARATED FROM ALL
DETAIL5.
HABITABLE ROOMS ABOVE BY NOT LE56 THAN 5/8 INCH (15,'b rnmr) TYPE "X" GYf-SUM
5. AUXILIARY DRAN PAN. CATEGORY IV CONDEN5ING APPLIANCE5 SHALL BE
BOARD OR EQUIVALENT. WHERE THE SEPARATION 6 A FLOOR -CEILING ASSEMBLY,
KITCHENS:
F-ROviDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
THE STRUCTURE SUFII-OR71NG THE SEF-ARATION SHALL ALSO BE PROTECTED BY NOT
1. INSTALL 2X6 BLOCKING AT BS" Aff, ON CENTER FOR UPPER CABINET
COMPONENT WILL OCCUR AS A RESULT Or STOPPAGE IN THE CONDENCIATE DRAIN
LE58 THAN 1/2 INCH (12.7 -) GYF5UM BOARD OR EQUIVALENT
INSTALLATION.
F-IPING SYSTEM. THESE F-ANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS M14113.
EXTERIOR FINISHES,
TUB AND SHOWER AREAS:
TW CKNE55 OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE
L CEMENT, FlIBER-CEMENT, OR GLASS MAT GYF�5.IM BOARD (NO GREEN BOARD
EXHAUST FANS AND VENTING,
CURRENT AF�FROVED BUILDING CODE AND A5TM CS26. INSTALLATION Or EXTERIOR
ALLOWED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CII-18 AND INSTALLED WITH -5
1. OUTDOOR DISCHAR'.E. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
LATHING AND FRAMING APPLICATION REQUIREMENT5 TO BE PER THE CURRENT
. 1-1/14" DAC-ERZ PHILIPS LUAFER HEAD CEMENT BOARD SELF DRILL SCREWE. UJI
5YSTEM 5WALL BE DISCHARGED 70 THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED
AF-FROVED BUILDING CODE AND A6TMI C 1063.
r
_OATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SLOWER AREAS,
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE.
AND WALL FANEL5 IN 5HOWER AREAB.
EGRES5,
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF
TE TI TREATMENT,
RECIRCULATED WITHIN A RESIDENCE OR TOANOTHER DWELLING UNIT AND SHALL BE
THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST HAVE A
TEZ��T PIROTEC710N SHALL BE PROVIDED BY REG15TERED TEI;r1I7ICIDE5,
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAIJ5T AIR FROM BATHROOMS AND
MAXIMUM OPENING WEIGHT Or 44" ABOVE FINISH FLOOR LINE Or TWAT PAR71CULAR
INCLUDING SOIL APPLIED PESTICIDES, BA171N5 SYSTEMS, AND PES71CIDES APPLIED
TOILET ROOMS SWALL NOT DISCHARGE INTO AN ATTIC, CRAWL SF -ACE, OR OTHER
ROOM,
TO WOOD, OR OTHER APf-ROVED MIETHOD5 OF: TERMITE PROTECTION LABELED FOR
AREA6 IN51DE THE BUILDIN4G.
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMf-LETION OF
2. IN DWELLING UN176 UL4ERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED
THE APPLICATION OF THE TERMITE f-ROTECTIVE TREATMENT, A CERTIFICATE OF
3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
MORE THAN 12 INCHES ABOVE THE FINS44ED GRADE OR SUIRFACE BELOW, THE
COMPL ANCE SHALL BE ISSUED TO THE BUILD ING DEPARTMENT BY THE L I _EN5ED
DETERT11NED MY ONE OF THE METWOD5 5F-ECiFIED IN SECTION5 IM1502A.5d THROUGH
LOWEST F-ART Or THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM Or 24
PEST C=ROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT; 72,
M1502.4.5.3. THE MAXIMUM LENGTH OF THE EXHAUST DUCT 6HALL BE 35 FEET FROM
INCHE5 ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO 7HE OUTLET
PERMIT OPENINGS TWAT ALLOW PASSAGE OF A 4" SPHERE WHERE 5UCW OPENINGS
SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS
TERMINAL- THE MAXIMUM LENGTH Or THE DUCT SHALL BE FEDUCED 25 FEET (162
APE LOCATED WITWIN 24 INCHES OF THE FINJI6WED FLOOR PER THE CURRENT
ESTA51-15HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CON51LIMIER
FOR EACH 45 DEGREE (0.7S RAD) MEND AND 5 FEET (1524 -) FOR EArW SO
AM -ROVED BUILDING CODE.
SERVICES."
DEGREE (bb RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER
FLA5WING:
LIECkANICAL AND WVAC.
_AN 15 INSTALLED AND LJSTED AND LABELED FOR THE APPLICATION, THE MAXIMUM
1. FLASPIWG SHALL BE INSTALLED AT WALL ANT.) ROOF INTERSECTIONS, DECK AND
I. r _ALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE
=NE�, ,
- T14E EX"
LEWSTW Or AUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE
WALL INTERSECTIONS, AT GUTTER5, AT ALL CHANGE5 IN ROOF SLOPE OR DIRECTION
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN BE T
N AC
PERMITTED TO BE I -CORDANCE WITH THE BOOSTER FAN MANUFACTURER'5
AND AROUND ROOF OFENINSS.
AT THE TIME OF AF-PLICATION FOR F-EF111T.
INSTALLATION INSTRI.ICTIONS. WHERE A CLOTHES DRYIER BOOSTER FAN 16 INSTALLED
AND NOT READILY ACCE55IBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED,
2. AF-PROVED CORROSION-RESSTANT FLA5WING SHALL BE APPLIED SHINGLE
2. MECHANICAL APPLIANCES &WALL BE ACCESS15LE FOR INSPECTION, SERVICE,
A PIEMMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE
FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
REF -AIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER
EXHAUST DUCT ENTERS THE LUALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
APPLIANCE6, OR ANY OTHER F-IPINC. OR DUCTS NOT CONNECTED TO THE APPLIANCE
EXHAUST SYSTEM 16 EQUIF-PED WITH A REMOTELY LOCATED BOOSTER FAN."
COMPONENT5. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
BEING IN&F�ECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE
WALL rIN15�4. ARF1ROVED CORROSION-RE516TANT FLASHING SHALL BE IN6T4LLED AT
AT LEAST 30 INCHEB (162 Mrn) DEEI- AND 30 INCWE5 ('162 -) WIDE SHALL BE
4. PROVIDE MACK DRAFT DA"f-ERS AT INTAKE ANE) EXHAUST LOCATIONS AS
ALL REQUIRED LOCATION5 PER THE CURRENT APPROVED ESUILDIWG CODE.
FIROvIDED IN FRONT OF THE CONTROL 61DE TO SERVICE AN API-LIANCE.
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 4/30/2024
VERSION: 5.0
SQUARE FOOTAGE
AH411 ASSET MANAGEMENT SQ. Fr.
HEATED AREA
Sq. Ft.
MAIN LEVEL
1011
SECOND LEVEL
1220
TOTAL "R SO. FT. (SftCA")
2297
METHODOLOGY: ANSI Z765-2003
The total area calculated from the outside-to-outaide of franning, including optional finished basement options as
sho- This area excludes staimell at highest level above grade, garage, covered patio/porches.
E
EVA
WITH PR UNG
--��J I 'UiLDING CODE,
i�t.ECTRIC CODE,
THE C;ITY OF ZFPHYRHILLq
ORDINANCES
REVIEW DWE ' R
CITY OF ZEPHYR,
PLAN EXAMINER.
-2A
llqq
C
92021 AMW DEvELORIENIff
00 NOT SCALE NESE DRAILWA
VERIFY BUILOM ORIENTATION 0
CCNTRACTOR AND SITE PLANS
BEFORE C06711ICT ON, TNESE
DRA114165 DO NOT COvTAN
SPECIFIC !NFOFMTION FOR
STRICTIMAL ELEMENITS (TO BE
PROVIOM By EN557NEER OF
RECCRC) ANY DLCMPANCY
rDIM-NNOWS. ORIENTATION, ETC.)
WTUEEN THE DRAWN6.5 AND TWE
ASSOCIATEP DRAWA /b, SITE
DRAILMA SWAL BE REFORTEP TO
CONTRACTOR T ONCE AMD NO
C4WIRUCTION 51AALL PROCE 0
UNTIL CORRECTED. TWE
CONTRACTOR ASSLhES �E
RESPONSIBILITY TOM TALL
RECIII S OF LOCAL EI
�ICIALS I TO COMPLY A STATE
SUILOM S
0 Zw
>
w
Rimmm I wm
ReAM
F_ ___ -1
11
L -1
111111111111111t. I FAE I
VERSION: 5.0]
"'E"'"COVER ..EET
8NEET#
SQUARE FOOTAGE CHART
WRINTRO(mmmm"Immw
ELEVATION'K'
T------------
L --------- J
SQUARE FOOTAGE
CONSTRuanON APEA CALCLI
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
IOTI
5Er,OND LEVEL
1214
TOTAL HEATEDICONSTRUCTION AREA (Slab/CmYA)
2291
METHODOLOGY- ANSI Z7W2W3
The total area calculated from the outside -to -outside of frming, including optional finished basement options as
sh— This area excludes stairv�eff at highest level above grade, garage, covered patio/porches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
&ARAGE
411
FRONT GOVERED PORGH
71
TOTAL BUILDING ENVELOPE (Slob(CMYA)
2785
COVERED LANAI
120
METHODOLOGY
Bu Ming Envelope Area: The total area calculated, including Heated/Construction area as calculated, and also
11
including garage, covered pattor/porches.
MAXIMUM DEPTH
MAXIMUM HIDTH
I"MAXIMUM BUILDINo HEI&HT A.F.F.
1=1 " DEvELOFTIENT
Do Nor SCALE THESE DFAWA
'S'IP'T BULDNG ORIENTATION WIT
CONTRACTOR AND STE FLANS
BEFORE CON51FWCT THESE
MUMS DO NOT CONTAIN
SKCFIC WORIATION FOR
STRJCTLRAL ELETIENTS (TO BE
PROMW BY EW.INEER CF
RECORD). ANY DWREPANCT
�DIIENNOWS, ORENTATICK, ETC)
BETUEEN THESE DR40M A%V T�E
ASSOCIATED CRAMS anWa SITE
DRASe�S SRAL BE REPORTED TO
CONTRACTOR AT ONCE AID NO
CONSTRX ION $HALL PRO=
UNTIL CORRECTED THE
C04TRACTOR AWM5 THE
RESPOWBILITY TO MEET ALL
REQ)
OF LOCAL BU LDW,
ALO 4 TO COMY VATW STATE
5UjLDWG CODES,
cl,
4
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Q)
�MM I 4WM
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0
0
5
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0: W,
Cn
0
WM 111P. I FAE j
VERSION: 5.0]
�Swmw I
SQUARE FOOTAG
CALCUATIONS
SHEET#
CS-31
FOUNDATION PLAN NOTE5
ALL WOW $HALL BE N $TRICT COMPLIANCE WITH 51JILDN3
CODE, RESIDENTIAL, AND COUNTY BUILDW. DEPARTMENT
STRIP TOPSCL, TREES, STM, ROOTS, ETC. FROM ALL
AREAS WHERE OONSTRUCTION WILL OCCUR UND.
FILL 514ALL BE FIRMLY COMPACTED, CLEAR BAND/CLAY
MATERIAL: FREE OF ROOTS, ORISANIC MATTER OR OTHER
INTERIOR BEARNG. LOCATIONS SHOULD BE COORDINATED
WITH TRUSS MANUFACTLARIER 4 STRUCTURAL EWGINEER
-LANA1 5LAB
PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL
4" CON TE SLAB MIN. OVER & MIL
SLABS fINTERIOR).
VAPOR BARRIER SLAB SHALL BE OVER
CLEAN COMPACTED FILL IN F15ERPTE-514
UNIT SECURED TO
3,6, A
ILI
4" OCNC
SLAB MIN111
J
----
LJ k\,\,\ L — — — — — —
— — — — — — — — — — —
CONCRETE 6LA5
4" CONCRETE SLAB MIN, OVER 6 MIL
VAPOR BARRIER SLAB SHALL BE OAR
CLEAN COMPACTED FILL W1 FIBEF"ES14
4VAC CLASE
BASED ON
LOCATION
\�j
ELECTRICAL
CONDUIT FOR
ISLAND
s41"
F
-7-
--------- ---
L
'D
CJ- — — — — — — — — — — — — — — — — — — — —
-------- ------ ----- ------ ------------- — -------------
GONGIRETJ 5L,45
Co RET 5L 45
N�
. OVE, -
4" CONCRETE SLAB MIN. OVER b M IL
4" C C E SLA MIN MIL
VAPOR BARRIER $LAE SHALL BE OVER
VAPOR �WIER, ELA SHALL BE OVER
� CL AN AC 7 .1
j PAN COMI FILL W/ FIBERMEBW
0
FORCH 5L,45
6
4"
4" CONCRETE SLAB MIN. OVER & MIL
;0'
L)
CONC SLAB
MIN W/ FIBERMESW
VA— E
VAPOR BARRIER SLAB SWALL BE OVER
LU
ff
,
CLEAN COMPACTED FILL W1 FII
L
- — — — — — — — — — — —
OPENING I.-01
-r
PART. SLAB PLAN - ELEVATION 'W
I11IXE:W-"-WpW7)
smXE:
12021 AMW DEVELOPMENT
DO NOT SCALE THESE DFAIINSS
VERIFY SUILDNS Oki �ATION UTW
CONTRACIOR AND SITE PLANS
INEFM XNbTRJCTIOR THESE
DRAWWA DO Nat CONIAIN
SPECIFIC INFORIATION FOR ANY
STRUCTURAL ELEIIENTS (TO BE
PROVIDED By 943NEER OF
RECORDA A14Y WICREPANCY
(DITIENSIONS, OWENITATION, ETC)
BETWEEN THESE DRAIJI AND THE
ASSOCIATED DRAWNGSS md/� SITE
DRA11%b SHALL BE REFORTE TO
CONTRACTOR I ONCE AM NO
CONSTRUC ION SNA-L PROCEED
UNTIL C401MCTED. THE
CONTRACTOR AWILMES THE
RESPOININSILFTY TO MEET ALL
JMQJFEt'IENTb OF LOCAL WILOING.
OPPCIALS�ILTO COMT TH STATE
DING. CODES.
Z.
C�
w
UL]
L
CL
MLI 1 4WUWXMMK
wam
0
z
0
<
u
IL
L -i
i:i�IiIiiiiivr. I Em
VERSION: 5.0]
7 FOUNDATION -
SLAB PLAN
"i I
[F-
0
z
0
<
u
IL
L -i
i:i�IiIiiiiivr. I Em
VERSION: 5.0]
7 FOUNDATION -
SLAB PLAN
"i I
[F-
FLOOR FLAN NOTE5
PROVIDE 1/2' (MINIMUM) GYPSUM 50AW SEPARATION AT WALLS AND 5/&' TYPE X CEILINGS
N THE GARAGE ADJACENT TO THE MAIN HOUSE A10 ATTIC AREAS.
WASHING MAC141KE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLES6 NOTED ONERWISE
ALL EXTERIOR WALLS ARE DRAWN! AT 8" CMLI XEE6 NOTED OTHERWISE.
ALL INTERIOR AND COMMON MLS ARE DRAWN AT 3 112" Lki-ESS NOTED OT14EIWSE
HEADER FOR FIRST FLOOR 15 AT S-4' CLG A SECOND FLOOR 15 AT T-0' W1 5'CLG.
HANDRAIL HEIGHT SHALL BE 36" MEASURED VERTICALLY FROM THE NOSING OF T14E TREAD
0) DENOTES EGRESS WINDOW
44NDRAIL
1-1/21, MIN
P -E
�,A,Nl "A'"
;MIAN TO
1-1/2 'AX 'r
D'AllETER,
I I
_IL- I HANDRAIL
SECTI ELAN
PROVIDE HANDRAIL IN COMnIANCE WITH
THE CURRENT APf`WVED INULIPM WIDE.
5TAIR DIAGRAM
VINYL PL4,X
----------
LANAI
S--4- CLG Arr.
0
CONCRETE
TAIC
0
To
1'- 4
25 5H
5 SH 25 514
21*e,
WB
BREAKF45T NOOK
-4' CLG
VINYL PLAWK
FAMILY
Room
31-01, X (11-01
-V-4" CLG
ISLAND
VINYL PLAW
2.6 WALL 34 1/2'
J.—
5-
AFF. W1 7' AR TOP
SLOPED CEILING UNDER STAIRS
-42K L
-0)�% 4--2`
4� 2 31-111, UEN
V2"
PEN'
0! 17 0.1 IS I 4
�'-4" CLG
VINYL PL
Alf,
n)RIllRl
To "
PANTRY
F— --I
TREADS IV. I NOSR
L
3
C� I4LJ
ot-Nw,
AR,46E WALLS COMMCN
IN LIVING AREA MST HAVE
1/2" DRYWALL SEPARATION
(MIN. 20 MIN FIRE)
—0 & Z)i"
4�-alill
3 �-02
R VIEW
GARAGE
GRE
BOX
S'-4" CLG AFF
LAUNDR CONCRETE
U,
31W
-LANK
VINYL I OPENING
F OYER
Y-4" CLG - ----------------- ---------
VI L FLAW
H6�E OFFICE ly
-LG
VW4
L PLANK
L
HB
3080
SH T-0" OR GARAGE DOOR
-y
FRONT F`ORGP vE IF
e -4 GLa AFF.
—
FIRST FLOOR PLAN - ELEVATION 'lq
WALE: IJIN --V IT Wl)
W"1141;1WO"
0021 AMW DEVELOFITENT
DO JS
NOT SCALE THESE DRALW
VERIFY INULDW. ORIENTATION 01
CONTRACTOR AND SITE PLANS
BEFORE CONSIRCTION. THESE
ORAWN5,S DO NOT CONTAIN
SPECIfIC TWOFTMA71ON FOR ANY
STRUCTWA ELEMENTS (TO BE
PRDVCED by ENGINEER OF
RECORM ANY DISCREPANCY
(DIMENSIONS, OWENTATtON, ETC.)
BETWEEN THESE DITAUNGS AID THE
ASSOCIATED DRA~ am0a 51TE
DRAW§W 60A BE IMPORTED TO
CONTRACTOR AT AID NO
OONSTRUC ION SHALL PFOCEED
LINTIL CORRECTED, THE
CONTRACTOR ASSUME$ THE
ITESPONS�BILITY TO MEET ALL
REaMMMENTS OF LOCAL BU LONG
OFFICIALS 4 TO Y WrT4 STATE
BJITLD;�S
4-)
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Lu
a� 0
IN
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L I
VERSION: 5.01
FIRST FLOOR MAN!
owm,*
l *Wf
kl.0�1
FLOOR PLAN NOTE5
PROVIDE 1/2" (MINII GYPSLIM BOARD SEPARATION AT WALL5 AND S18- TYPE X CEILINGS
N THE GARAGE ADJACENT TO THE MAN HI AID ATTIC AREAS.
WASHING MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER LKE56 NOTED OTHEMISE
ALL EXTERIOR I ARE DRAWN AT S" CM LNLES6 NOTED CTHEIFUII
ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 31/2" UNLESS NOTED OT�IERWISE�
14EADER FOR FIRST FLOOR 16 AT W-4'CLG 4 SECOND FLOOR 16 AT 1'-0" W/ 8' CLG
HANDRAIL HEIGHT 544ALL BE 36" MEASURED VERTICALLY FROM THE NO51ING, OF THE TREAD
(-) DENOTES EGRESS WINDOW
DOORWMTOPAU
FAU 9ZrNIEW
DOOR
CLOUT
PRIKAN
oval
FRAMING
DKO:ZAWN
ii PER FL.
B RAISED PLATFORM
HANIDRAIL
1-1/2" MIN
IA 0
I T" 'Z'
I -la" M" � MIN
wCTI PLAN
'I'E RANC�L. IN COMI-LIANCE UTH
THE CURRENT A�v"D SUILDIW, CODE,
5TAIR C)IAGRAM
4--
rol
SH 0) SVSd 5H (-)
Ilk
BEDROOM
4
Lulc;
FfRIMARY
V CLG
CLG
III PLANK 5UITE
VINYL PLANK
CLG.
IRIS vWL PLANK
HVAC
AHU
P WYAC ON RA15ED
2'- 4Y, PLATFORM
PER DETAIL 5
L--j Lc
0
BATP
11-16 15 14 13 1, Il 0
VINYL, PLANK,
1 1) EJ I
N
30)<60
TUB/SWOWER
FIRM
5 N
BATH
IRIS
IR45 RI6
81'CLG
VINYL PLAW
2866
T ;o
OPT. TEMP
GLASS
ENCLOSURE
v V1
BEDROOM 3
6' CLG
X
VINYL PLANK
54
3M � 5W 0)
BEDROOM 2
a' CLG,
VINYL PLANK
30% 5H 0) 3MA 5H
LNE OF WALL
BELOW
— — — — — — — — — — —
-<I
SECOND FLOOR PLAN - ELEVATION 'r
SOILEW-11w=
SCAM WOW
*021 MN DEVELOPMENT
DO NOT SCALE THESE DRAWN6,S
VERIFY BULCM OREWATION VIP
CONTIZACTM AND Silt PLANE
BEFOW CONVIUCTIOR THESE
DRAWINIA DO NOT COWAN
SFECFIC WORIATION "ANY
51`1=71MAL ELEMENTS (TO BE
PROVCED By ENGINEER OF
RECOli ANY I)V-4i!EPANCY
DMENSIONS, ORIENTATION, ETC.)
BETWEEN THESE DRAUWA *V THE
ASSOCIATED DRA~ " SITE
VPA,W
A SHALL BE IIEPORTED TO
C04TRACTOR AT OWE 40 NO
CONST]WTiON SWALL FFIDMED
UNTIL CORRECTED. THE
CONTRACTOR AAWIES THE
RESPONSIBILITY TO MEET ALL
WOUREMENTS a LOCAL OU LIDW,
OFFICIALS 4 TO CYVLY UTH STATE
J
lu
w
3:
7 111UNIEWIft 1 0111111114
E FEVEM
t
F— —1
L I
WAVIV. I FM ]
VERSION: 5.01
ruwa I
SECOND FLOOR PLAN
*W#
A-2.0�1
1, 911.
--------------
4%
ZONE 3
-------------------------- -
4' VENT 4' VENT 4' VENT
E--= E-::=
IS" 14EADER T!Rlt�
RIDGE
4' CORNER TRIV
3' BOARD A BATT - 16" O/C
PER COMM SPECS
18' SHUTTERS, TYP.
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BUILDING 5ECTION NOTE5
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ELECTRICAL GENERAL NOTE5
SWITCHES TO BE 45" Ar.F,
RECEPTS. TO BE 12' AFF. - 42" IF OVER A COUNTER
ALL WIRING TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED
IN NEC 210,12(A) AND SHALL BE INSTALLED N A READILY ACCESS15LE LOCATION.
ALL SMO<E DETECTORS S4ALL BE PAR)WIRED INTO AN ELECTRICAL POWER
BOUI;r,E AND &�ALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP, PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRE[) IN NEC
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IT 5 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO WIRE 714AT ALL
ElliCTRICAL WOW 15 IN FULL COMPLIANCE WITH NFPA 10A - NEC AND ALL
APPLICABLE LCCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE INTERSYSTEM BONDING TREMNATION AT SERVICE LOCATION PER NEC
2501,4
LUMINIAIRES IN CLOTHES CLOSETS 514ALL BE INSTALLED PER THE PROVISIONS OF
NEC 410,16(A) A (5)
RECESSED LIGHTIN63 TO BE AIR TIGHT AND IC RATED
IW% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES $14ALL BE
HIGA-EFFICIENCY LAMPS
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL NFORMATICN.
PROVIDE THE REQUIRED CLEARANCES AROLND PANELS AND DISCCMIECTS IN
COMPLIANCE WITH NEC 11026,
ALL RECEPTACLES SHALL BE TAMPER FRE61STANT PER NEC 40b.12,
714E BRMC14 CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE 844ALL NOT
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BE
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5WITCHE5 70 BE 45" AFF.
RECEPTS. TO BE 12' AFF - 42' IF OVER A COUNTER
ALL WRING TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECT104 $1-ALL BE PROVIDED AS REQUIRED
IN NEC 210.12(A) AND SHALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION1.
ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPERED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHAUL BE PROVIDED AS REQUIRED IN NEC
210,B(A) AND INSTALLED IN A READILY ACCE5615LE LOCATION.
IT 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE T14AT ALL
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APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES
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25054
LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF
NEC 410-WA) 4 (5)
RECESSED LIGHI TO BE AIR TIGHT AND IC RATED
100% OF THE LAMn IN PERMANENTLY INSTALLED FIXTURES 614ALL BE
14lrW-EFFICIMY LAMP.
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COMPLIANCE WITH NEC 1102&
ALL RECEPTACLES SHALL BE TAMPER RESISTANT MR NEC 40b,12,
THE BRANCH CIRCUIT SUPI-LYING THE FEECEPTACLEe5) IN A GARAGE SHALL NOT
SUPPLY CUTLE75 OUTSIDE OF T14E GARAGE AND NOT LESS THAN ONE RECEPTACLE
OUTLET SHALL BE INSTALLED FOR EACH M07OR VEHICLE SPACE.
AFCI PROTECTION - 210.12 (B) DUELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 5 AID
20 AMP BRANCH CIRCUITS SUPPLYW, OUTLETS [INSTALLED IN DWELLING UNITS
FAMILY ROOMS, DINING, ROOM, LIVING. ROOMS. PARLORS. LIBRARIES, DENS.
BEDROOMS SUNROOMS, RECREATION ROC)MS, CLOSETS, HALLWAYS, OR SIMILAR
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SECOND FLOOR ELECTRICAL PLAN - ELEVATION 'KEE
WALLIM-14PR
0021 AM DEVELOPMENT
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CONTRACTOR ASSLIIIES TIE
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HOUSEWRAP ILARRIER ft
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tIZONTALLY
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AND APPLY CORNER PATCH EXTENDING 1"MIN.
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INSTALL HEAD FLASHING OVERLAPPING
WINDOW FLANGES A MIN. OF 2- INSTALL
UNDER HOUSEWRAP
APPLY JAMB FLASHING OVER SIDE
WINDOW RANGES - MIN. 1"ABOVE
HEAD AND 3" OVERLAP AT SILL
INSTALL WINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTERIOR PERIMETER GAP W /
NON4DWANDING FOAM OR SEALANT
TAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
15# BLDG FELT BETWEEN
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CONTINUOUS MORTAR NET
WEEP HOLES AT COURSE
ABOVE RASH14G - 2r O.C.
SOLID GROUT HORIZONTALLY
FIRSTCOURSE- POURED FOUNDATION
FOUNDATION WALL
BRICK U3)GE
THRU-WALL FLASHING @ BRICK LEDGE
NOT TO SCALE
-- — — — — GABLE END WHERE OCCURS
12 REFER ELEVATIONS AND DETAILS
-,Q Mr PLAN TYPICAL ROOF COVERING PER SPEC
TYPICAL ROOF TRUSSES PER SPEC
TYPICAL ROOF INSULATION PER SPEC
PREMANUFACTURED PLASTIC SILL REFER TO STRUCTURAL
BOOT FOR TRUSS TO WALL
CONINECMON
WINDOW OPENING FLASHING
NOT TO SCALE
TYPICAL INTERIOR WALL
FINISH AND BASE PER
SPEC
DRIP EDGE PER CODE & COMM. SPEC
* TOW
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TYPICAL WALL FINISH ON RAW W/
SHEATHING, PER ELEVATION. PER SPEC
TYPICAL 21 FRAME WALL AND $HEAlHNG -
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NOT TO 51-ALF
HOUSE WRAP OVER WALL SHEATHING - PROVIDE
B40UGH OVERLAP TO COVER METAL FLASHING
AND 1HROLIGH-WALL RASH94G
TAPE OVERLAPPING SEAM
SIDINGG PER SPEC
12* BENT METAL FLASHING -
EXTEND r VERTICALLY
SITERIOR SEALANT
II
CASTS70NE SILL OR BRICK
ROWLOCK- REFER TO ELEVATION
WEEP HOLE
YHRU-WALL MEMBRANE HASHING
TO FACE OF BRICK W/ MIN. 24'
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
7ff STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B.
LATH AND STUCCO) - PER SPEC
PEEL & STICK BRIDGE FLASHING, SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCREED - PER SPEC
INSTALL PER MANUFACTURIERS INSTALLATION INS7RUCnONS
CAP SHINGLE - DO NOT STAPLE OR NAIL
ROOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL & STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING
UNDERLAYMENT
6"W CORROSION RESISTANT BASE FLASHING - PER SPEC
PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPA014G AND CONNECTION DErAlLS
NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTUREM 14TALLATION INSMRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
�ROOO�F- TO WALL AT RAKE
— — — —
GABLE END WHERE OCCURS
REFER ELEVATIONS AND DETAILS
A.
12 F
TYPICAL ROOF COVERING PER SPEC
WATERPROOF WALL FINISH TRANSITION VARIB
SEE ROO��
BY E"AMON. REFER MAILS AND SPECIS
PLAN
TIPICAL ROOF MOB PER SPEC
TYPICCAL ROOF INSULATION PER SPEC
'$=p —..A.
ROOF
TTYP. INL CLG.
MATERIAL-PERSPIEC
DRIP EDGE CRACK CONrROL AND WEEPS -
DRIP EDGE PER CODE & COMM. SPEC
REFER DEIAILS AND SPECS
11 TOPOFCA&U.
REFER M STRUCTURAL
REIRER TO REVATIONS
MD _
FOR TRUSS M WALL
CONNECTION
ME BEAM
MATERIAL - PER SPEC
REFER SrRUCTURAL
FASCIA, PER CODE & COMM. SPEC.
RI TO RAL
TYPICN.SOFFFTFINSHPERSPEC
FOR TRUSS 70 WALL
ME BEAM - REFER STRLIMRAL
CONNECTION
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W CMU BLOCK REFER STRUCTURAL
4-
TYPICAL STUCCO FINISH ON BLOCK PER
8'CMU ROCK REFER SIRUCTURAL
SPEC
TYPICAL STUCCO FINISH ON ROCK PER
MCA INTERIOR WALL
SPEC
IFINSH AND INSULATION
OVER BLOCK PER SPEC
TYPICAL INIERIOR WALL
WAINSCOT PER ElEt. PER SPEC
FINISH AND INSULATION
OVER BLOCK PER SPEC
VERIFY FOUNDATION PROFILE VARIES BY
WAINSCOTT PER ELEV. PER SPEC
TYPICAI LASE
LOCATION I CONDITIONS
VERIFY FOUNDATION PROFILE. VARIES BY
PER $PLC
REFER S3UCFJRAL
TYPICAL LASE
LOCA71ON / CONDITIONS
VERIFY DEFAIL FOR 7EWMTION WALL
PER SPEC
REIFER STRUCTURAL
FINISH AT FOUNDATION PER ELEVATION A
VERFYDEFAIL FOR TEFUNATION WALL
MATERIAL
FINISH AT FOUNDATION PER REVATION AND
d, Mo"
MATERIAL
FIN, R.
$FIlTl
FL.
REFERTO PLOT PLAN FORSLOPE
CONFIGURATION
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 1 -STORY WALL SECTION TYPICAL 2-STORY WALL SECTION
NOT TO SCALE NOT TO SCALE
r STUCCO OVER FRAME (SHEATHING. 2 LAYER
R.B� LATH AND STUCCO) - PER SPEC
EL & STICK BRIDGE FLASHING, SHINGLE LAPPED
IIER STUCCO ACCESSORY
N`YL PLASTER DRIP SCREED - PER SPEC
STALL PER MANUFACtUREIrS INSTALLATION
STRUCMONS
-7
. -X�:Fjnll
kP SHINGLE - DO NOT STAPLE OR MAIL
)OF CEMENT
KG'CORROSION RESISTANT BASE
ASHING frYP)
RE -ENGINEERED WOOD TRUSSES SEE
rRUCtURAL AND TRUSS DRAWINGS FOR
PACING AND CONNECTION DETAILS
YPICAL EXTERIOR WALL ASSEMBLY - SEE
UCTURAL DRAWINGS
NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFAClURBrS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO HEAD OF WALL - SHINGLE_
42021 " DEVELOPMENT
DO NOT SCALE T�ESE
VERIFY BUILDW. ORIENTATION UY4
CONTRACTOR AND SITE FLAIS
BEFORE CCNBTRXTIOR UEN
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SKCFIC NORUTICN F ANY
STRJCTLIRAL ELBWS (TO BE
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MMW.06. ORDITATION, ETCJ
BETWE04 TWEN DR41W.5 AND TM
A%XJATED DRAWW.5 60/m STE
DRAUW,S 54AL BE REPORTED TO
CONTRACTOR 7 ONCE AID NO
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WTIL 00IRRECTED. DE
OR ASIMS M
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A: — ANY
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THE GUARDRAIL CONSTRUCTION SHALL BE ABLE
AELE
NOTPASS
SECURE NOTCHED STRINGER TO SILL PLATE
TO RESIST A CONCENITIATED LOAD OF 2DO LIS IN
THROUGH
WITH FRAMING A40M SECURE PLATE TO
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HANDRAIL/GUARDRAIL CODE DATA
FLOOR/STRINGER DETAIL
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SCALE; 11/2"- V-0"
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EXTERIOR
FMCEMENTSIDINGOVER
TfVfr OR EQUAL
HOUSEWRAP OVER EXTERIOR
SHEATHINGANDFRAiMING
PERSrRUCrURALDWGS.
4rWIDESELFADHERING,
SELF HEALING WA10MROOF
MEMBRAM UNDER 2 LAYERS
OF BUILDING PAPER -
TAPEAFAL CORNERS
CORROSION RESISTANT
METAL HEAD FLASHING
WITH WRAPPED ENDS
OVER BACKER MATERIAL
INTERIOR
IF WIDE SELF
ADHERING. SELF
HEALING WATERPROOF
MEMBRANE
SHIM SPACE PER
MANUFACILM
RECOMMENDATIONS
CAULKW-TYPICAl
W14DCOW ASSEMBLY
P45LAMWIFN
CONTINUOUS SEALANT
BW AT RANGE PRIOR TO
NOMWINDDWASSEMBLYTOBEFASIIENEDTO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
HEAD AT FRAME WALL
SCALE: 3"- V-0`
HM LAP SIDING WALLED PER--
MFIrS INSTRUCTONS o/ BUILDING
PAPER O/SHEATHING AS
OCCURS (PER STRUCrURA
DETAILS)
STUCCO FINISH COAT a/
FOAMTRIMSEEELVAIION
IxWD.TRIM
SEALANT —
b1RESDR.JAMB
J"SW —
GARAGE DOOR
OVERHEAD GARAGE DOOR JAMB
SCALE: 1112". 1'-0"
EGERIOR
SELF ADHERING, SELF
HEALING WATERPROOF
MEMBRANE SILL
DAM,CONTINUE 6" MIN.
UPJAMBS
EaERIM CALADE
SEALANTOVER
FIBER CEMENT SIDING
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HOUSEWRAP OVER
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AND FRAMING PER
INTERIOR
WINDOW ASSEMBLY WALLED
WITH CONTINUOUS SEALANT
BEAD AT RANGE PRIOR TO
INSTALLATION
CAUWNGTYPICAL
IX2 WOOD DAM
INSTALL PLYWOOD,
PANTED BLACK BEHIND
WINDOWS AT
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NOTE: WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
NTALLA71ON REQUIREMENTS AND RECOMMENDATIONS
SILL AT FRAME WALL
SCALE: 3"= '-V
— FOR FRMG. M HOWL.VSIDINGWALLEDPERAM
PER MFR"
STRUCTURAL DEIM INSTRUCTIONS a/ BUILDING PAM 0/
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SCALE� 11/2"- V-0"
EXTERIOR
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WERJOR SHEATHING AND
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HEALING WATERPROOF MEMBIRME
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PAPER
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BACKER MATERIAL
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MEMBRANE
INTERIOR
SHVASFACEPER
MA,NUFACTURES'
RECOMMENDATIONS
CAUU3NG-TYPlC.*i
WINDOW ASSEMBLY
INSTALLED WITH
CONTINUOUS SEALANT
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TO INSTALLATION
NOTE: WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
JAMB AT FRAME WALL
61-ALE: 3"- V-0"
TY BLDG. PAPER 0/ STRICT. SHEATHING
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SIDING GLASS DOOR
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51-ALE: �"- 1'-0"
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CONTRACTOR AND IE PLANS
WORE WNSTRC71M 74BE
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BETUMN 7WE.SE DRALMS AND TA
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DRMNSS SW4L BE REPORTED TO
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LWIL CORRECTED, THE
CONTRACTOR ASWlES TNE
RESPONSIBILITY TO MET
REQJRE NTSOPLOCABUILDIW
CRIC75 i TO CO"ILY OTA STATE
BUILDM CODES
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VERSION: 5.01
�'7115C. D.I.
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GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE
REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE.
2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS- SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVILISITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS NTH 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. CONCRETF/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 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.
I I.POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOF TOP CHORD DEAD LOAD ITLE) -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 & WOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
I
TOTAL LOAD
I
LIVE LOAD
MAX TOTAL
DEFLECTION
ROOF TRUSSES
L/240
L/240
I..
FLOOR JOISTSITRUSS
L/360
L/4RO
1/2"
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/8"
2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L/600
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED N/A
BASIC WIND SPEED =140 MPH
EXPOSURE CATEGORY -C
INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS
SEISMIC DESIGN CATEGORY
4. EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP -=40 PCF
WALL BRACED AT TOP -55 PCF
5. GUARDRAIL/HANDRAIL LOADING:
ALL GUARDRAIL/HANDRAILS SHALL MEET 2DO 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 (ICC-ES) AC 273 - "ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS-"
CONCRETE NOTES:
1 . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE�.
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3� CEMENT SHALL CONFORM TO ASTM CI 50 "SPECIFICATION FOR PORTLAND CEMENT." CONCRETE
SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES."
5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60.
6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315 - AND "MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R.
7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB4DN-GRADE: WITHIN UPPER 2/3 OF SLAB AND 314" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1/2"MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE FWNDATIC" 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 (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 25DO PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 25DD 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 EMBEDMENTAND
EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A I" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2"SLAB: 8 FEET D.C. EACH DIRECTION
4" SLAB: 10 FEET O.C_ EACH DIRECTION
WELDED WIRE FABRIC (W.W.F.) 6X6.Wl.4XWI.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1 064 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 MANUFACTURERS RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM CI 116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM CI 116 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
16.CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE
CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1 /2 INCHES INTO THE FIRST POUR
OF CONCRETE.
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION-
18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION
FOR CONCRETE CURING" AND ACI 308R "GUIDE TO CURING CONCRETE".
FOUNDATION NOTES:
I . 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 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 RE INSPECTED BY THE
GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF Wj�TER 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 RACKFILL 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 8 INCHES.
MASONRY NOTES:
I . CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH 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 Fm = 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
CEMENTILIME OR MASONRY CEMENT FOR MORTAR.
5. GROUT SHALL CONFORM TO ASTM C476 VVITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2 500 PSI.
6. S�EEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A61 5, 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 NTH (1)45 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 M
DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN T�W
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES.
BARSIZE
LAPSPLICELENGTH
BENDDIAMETER
ACIHOOK
#4
2V'
3"
IV,
#5
25"
3-3/4"
19,
#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 5301ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 6 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12- LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-4B -BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION."
WOOD FRAMING NOTES:
I . 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 1/7DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 71, 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-x3-4.229- WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING= 2'-O"O.C.
REFER TO"PREAPPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2" ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
F�= 875 PSI F� = 425 PSI FT = 450 PSI Fc= 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_1 62"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:
F�=110OPSI F,=565PSI FT=675PSI F�=145OPSI Fv=175PSI E=1400KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D W6 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MKAXXLAM LVL PARALLAM PSL TIMBERSTRAND LS
E = 20DO KSI E 1800 KSI E 1300 KSI
F, = 2600 PSI F� 2400 PSI F, 1700 PSI
I-) - 'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 E'IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 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.G AT INTERMEDIATE SUPPORTS.
1 I.FOR INTERIOR WALL HEADERS PROVIDE (l)-2X JACK STUD AND (l)-2)(KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (l)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.0 ON DRAWINGS:
WINDSPEE OF
C
140 EXP. C
WALL HEIGHT
8FT
9FT
JOF
10FT
STUD
SIZE
HEADERSPAN
IT
4
1J/IK
IJ/IK
1J/IK
6
IJ/lK
1J/1K
1J/2K
8
IJ/IK
IJ/2K
J/"K
10
J/2K
1 J/4K
2X4
12
_LJ/2K
'j,
/2K
_L
1J/3K
I JAK
14
J/2K
IJ/4K
ENG
16
1 J/3K
I J/4K
ENG
18
__
1 J/3K
FE NG
FENG
WIN PEED OF
< = 140 EXP. C
WALL HEIGHT
8FT
9FT
10FT
STUD
SIZE
HEADERSPAN
(Fr)
4
IJ/1K
IJ/1K
1X/l K
6
1J/1K
IJ/1K
1J/1K
8
IJ/IK
IJ/IK
1J/IK
10
1J/1K
1JAK
1J/IK
2,6
12
IJ/1K
1J/1K
1J/IK
14
11/1
IJ�IK
IJ�IRK
1:
IJ/�K
jj"k
ljI
1
1
13.WALLSSHOWN ON THE FRAMING PLANSARE LOAD BEARING WALLS; WALLS NOTSHOWN 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 2XOR METAL STUDS (18
GA. MIN.) @ 24- D.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDERIBEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDERIBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(l).
17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS ANDIOR WOOD I- JOIST MANUFACTURERS
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 LET -TER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
CONFORM TO ASTM D 6W6.
JURISDICTION SPECIFIC NOTES:
I FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
BALCONIES A 1/2' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENITTIOUS
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 ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
I . 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 I "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURERS DELEGATED ENGINEER.
2. ROOF TRUSSES 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 UPUFT/LATERAL LOADS IMPOSED
4- TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS
AT ALL TRUSS -TO -TRUSS, TRUSS-TO-BEAMI, 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) SMALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
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 BEAMIBOND BEAM. COMPLETE
GROUTING OF WALL.
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY 16" (H) x 4" (" 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 BEAMIBOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE:
A 1/2"x6" TITEN H D WITH 1-3/4" M I N I M LIM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DI RECT 1: 1 REPLAC EMENT FOR A 1/2" DIAMETE R ANCHOR BOLT WITH 7" EMBE DMENT I NTO
CONCRETE.
A 1/2" THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4" MINI MUM 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 (GPCMU):
A 1/2"x6"TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4�4*
O.C. REPLACES A 1/2- DIAMETER ANCHOR BOLT WITH 7- EMBEDMENT AT 9-9'O.C.; LIKEWISE A
1/2"x6- TITEN HD WITH 1-3/4- MINIMUM EDGE DISTANCE AND 8- MINIMUM END DISTANCE AT 7-8
O.C. 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'.01'
mi,.
140
1.-,,
150
NOTES:
1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
INSTALLED VERTICALLY ATTACHED TO STUD
MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO"MISSED TRUSS STRAP REPAIR"DETAJL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-11/2" FROM
THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3- LG. NAILS). WHEN GAP IS GREATER THAN
1-1 /2", INSTALL NEW ANCHORS.
MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANG REPAIR
� 5/8" NO REPAIR REOD
5/8" < OVERHANG < 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR
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 6W. 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 (I 2)-1/4"XI-1/2"SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#--SDS3 WITH (12)-1/4-X3- SOS SCREWS, WHERE
"#"CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS
REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS
COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE
REQUIRED REPAIR IS A GALVANIZED 1fGAUGE METAL TIE THAT IS AT LEAST 1-1/2"WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
0
ORD Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: No. 86
29349
El IBRAHEM ELAYEB, PE
P.E.# 91476
OF
N BENJAMIN NIESE, PE
00
P.E.# 86025
..........
06/20/2024 INAL.
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3400 Auburn Rd
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+1 248.622.4035
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12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET NAME
COVER SHEET
SHEET #
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CMU' VERT. PER PLAN LAN CMU COL.
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERIN .
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13 IBRAHEM ELAYEB, PE
P.E.# 91476
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERING:
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P.E.# 91476
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06/20/2024 IV ILI
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3400 Auburn Rd
Suite 200
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ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL
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R PLAN
EL_.N.
UNDER TRUSS
ENDS NAIL To
TRUSS CHORDS DWC15600
A/ (3) 1 Od EA. TRUSS SCREW
END. TO EVERY
"�- OR TRUSS BELOW
*VALLEY SET
TRUSSES @ 24" D.C.
SHEATHING
I
P PE
ER PLAN
2X4 PURLIN @ EA. VALLEY
TRU:ST.,
, NAIL TO COMMON
TR,
TRU S w/ (31 16d GUN NAILS
BOTTOM CHORD OF VALLEY
TRUSS MAILED TO PURLIN .1
1 Od GUN NAIL 0 Ir D.C.
TRUSS VALLff SET 00 RME 1110112023
K::�/NO� TO SCALE R�G�
CONTINUOUS A CONT. 2X4 (MIN) W/ STRU TURAL STRUCTURAL TYP TRUSS
(2) 10d NkLS SHEATHING PER PLAN SHEATHING PER PLAN CONNECTOR GA'
PER PLAN D.C. REQ'D AT C MIN. Bd NAILS. BLOCK4 BAYS 13ACK FROM GABLE TRUSS.
12d NAILS
E HANGS GRE
2X4 OUT IGGER AT 24 HAN 24. (2)12dTOENAILS. NAIL SHEATHING TO BLOCKING AT T O.C.
STRUCTURAL 2X4 LADDER FRAMIN T 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END W/
SHEATHING, SEE 'ONT.�. '(2) 1— _ GS
PLAN FOR "0 GREATER THAN lZ . ATr
I ACH
'TjC� =1A
ATTACHMENT OV R 'T TRUSS TOP CH< (2) 1& WHEN SECOND BRACE IS REQUIRED,
10d TOENAILS 0 ATTACH To GABLE DROPPED TOP CHORD OUTRIGGE TO NAILS AT 24" OC. NAIL TO OPPOSITE SIDE OF BLOCKING.
(2) A35 @ EA. IF
A/ TYP TRUSS CONNECTOR PER PLAN TRUSS A/ 3)lGd SEE REO 'R
B TRUSS To HORIZONTAL BRACE, U U:D
TOP PLATE TOENAILS BRACING PER TR B STRUCTURAL I * AT VERTICALS 3',11" TO 6,13" USE ONE 2X4'L'BACK,
ONE EA. SIDE STRUCTURAL MANUFACTURER SHEATHING
WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN D PPED 'OP GABLE w/ OUTRIGGERS PER PLAN 2. AT VERTICALS OVER 6-W TO W-4- USE (2) 2X4 12- BACKS (1
PER PLAN WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) w/ REQ'D AT 170 MPH OR GREATER EA. SIDE) (OR FRAME PER CASE 3 BELOW).
EDGE NAILING SHEATHING EDGE (2) 1 Dd NAILS 3. AT VERTICALS OVER V-4" TO 13'-O'USE ONE 2X4 ILBACK
W/ (2) 1 Od C& EA. ALT. OUTLOOKER FRAMING
IN LIEU OF BLOCKING AND DER FRAMING AT AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
EDGE NAILING SHOWN END TO ADJACENT 2X4 LAD (RECrD AT 170MPH OR GREATER)
TRUSS WEB 24" O.C. REQ`D AT BLOCKING AS REQUIRED ie PEAK AND AT EVERY OTHER VERTICAL MIEMBER 1. -1.
WITHIN THE GABLE, IT IS - FOR BRACING BY TRUSS CONT. 2X4 .1 (2) 12d NAILS RANGE. ATTACH THE DI NAL AT MID. 14EIGHT AND TO THE
ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15. BLOCKING BELOW THE ARGOOOF SHEATHING w/ (5) 12d's AT EA.
CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER.
'EDGE MAIL SPACING TO PERMANENT TRUSS END. IN ADDITION TO THE SECOND DIAGONAL, A
BOTTOM CHORD OF TRUSS ASSHOWN) CHORD w/ (2) 16d STRUCTURAL SHEATHING SEE PLAN FOR
I I ATTACHMENT OF
TO TRANSFER LOAD. AT 1.. O.C. BRACING PER TRUSS STRONG13ACK IS ALSO REQUIRED AT THESE VERTICALS AND
2)(4 BLOCKING @ GABLE TRUSS A/ SEE REQUIRED MANUFACTURER 0 ily-0. PRE-ENGINEERED WOOD MUST BE ATTACHED TO EA. 'V BACK WITH (2) 12d% AND ONE
TOE -NAIL SHEATHING EDGE W/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING. TRUSSES AT 2'-O'O.C- MAX. ALL STRUCTURAL SIMPSON H5 OR ONE USP FITS CONNECTOR.
EDGE NAILING (2) 10d @ EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 FASCIA 2x SHTG. SHEATHING.
A NG A 14W
M I T
VERHANGS
1 2 , ATTACH To
RD W, (,) , Ed
CTURAL
'T.�NG
'LAN
TO ADJACENT STUD WITH BLOCKING SIDE NAIL ALL'U BACKS AND STRONGRACKS wl 12d's AT T
SHEATHING FRAMINGSHEET A�A --A; A e. BSCI REOMTS) EXT (SEE ARCH, ONG.) D.C. NOTCH'V BACKS ATTOPAND BOTTOM.
SPLICED SHEATIM TRUSS NOTES TP ENDING A MIN. OF (3) BLOCKING
LISS BAYS PLACED
.... BETWE N ERMANENT
(3) 1 Dd NAILS 9 (3) 1 Od NAILS @ TRUSS BRACING TRUSS ANCHOR PRE-ENGINEEREDWOOD
I � '- MAX. PER PLAN TRUSSES AT 2'-Cr'O.C. MAX.
EA. TRUSS *CH�Z-,TRUSS NAILBOTTOMCHORD PROVIDE 2XS PT PLATE A/ I/TDIA. x I (RESULTING IN 5 0" J
OF GA LE TRUSS./ AN HOP SOL OVERALL BRACING) CMU WALL PER PLAN FASCIA (SEE ARCH
Bid's ATVOC. DRAWINGS)
12 PIL SHERS HORIZONTAL 2x L
M TRUSS A
A.� A3� ASONRY7 HOWRIAZONTAL 2� BLOCKING OVER PLATE. BLOCKING BETWEEN SHEATHING PER PLAN pt i NCHOR
MASONRY MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF PER PLAN
SEE PLAN FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO
A -A MfOOD) ATTACHMENT OF ALL BEAM 9 VAULTED CONDITION. SEE PLAN PERMANENT BRACING FRAMING PER PLAN
STRUCTURAL SHEATHING. AND DETAIL. W/ 1 Od @ 4. O.C. PARTIAL WOOD BEARING]
END TRUSS BRACING DETAIL 11/01/2G23 DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP) 11/0112023
RZ 090 _1IPT11 R��i oo
CONT.,V4 -i � TRUSS
M=
ETPULS E7 CONNECTOR PER PLAN
WIDTH BE WIDTH HOUSE IN]
- 1D% 10%
HOUSE HOU DTH 4GPERPtA4
SEE REQUIRED (REaDATt"PHORGREATER)
PACING PER SS
MANUFACTURER
7 STRUCTL�
2 2 3 2 ODNT.FASOAFER - SHEATHING PER
ARGHS,t(2)l2dM�
PR6ENGINEEREEI
10 WOOD MSSES AT
< r4
x ri OCNA'
b BLOCNNG TOENIkILED,
RIDGE —7 RIDGE -A 3TRI
FROM GAMLE END
STRUCTUFAL
_,,�ABLE EN_ 26SLE END SHEATHING MR PU*1
.25A.EkOVER
BOSTON HIP FRAMED MSS
GABLE HIP �l MO(ANG E.-T.
3 'BETWEEN TWSSES :�/MA 111411�
Imumm" & CM WALL OR LINTEL SEE
a END PLAN FOR REINFORCEMENT
ROOF SHEATHING NNLS ROOF FASTENING ZONES
1 1 1 2 1 3 TRUSSTIEPERP.AN
SHINGLE: IMMMM OVEFFPAIEDTNUSS
7/16'SPAN RATED SHEATHING SO RING PANEL EDGES @ SUPPORTS (1) 61 O.0 61 OC 4" D.C.
OR SHANK 1 01 E PER
TILE: 15/32' SPAN RATED SHEATHING 0. 113" x 2-3/9' AN FMWN.PEP.
OR PANEL FIELD (1) a, D.C. 6. O�C. 1 6. O�C. ENT
METAL: 15/32" SPAN RATED SHEATHING M92- FOR ATTACHM WOOD
EMDUAL MOD(lIMr1=
NOTES:
1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL
2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION'r OFFSET FROM ROOF EDGE.
3V WIDE HOUSE = 2V ZONE. 401 WIDE HOUSE = Ir ZONE, 59 WIDE HOUSE = 6 ZONE, W WIDE HOUSE = 6 ZONE
SHEATHING ATTACHMENT DNPM (MAXIMUM OF 160 MPH FXP C) 11/01 /20M
R�; 110
2X BLOCNNG TOERMLED
THREE=:�YSSER
NO
STRUCTURAL HEAT-ING
AL
EAVALLEY
P P�
En PLAN
TRUSS. HAL TO
LISS
CO FUD V
BOTTOM 11 OF 'AU`E`
COMMON
T�
M S
RIES "LED
�r
TRUSS
TRUSS W1 (3)
TOPV.N�"..NNNL
im Ras
0 0
U FASr
CONT � PER
ARCHS W
NAILS
PRE ENS&I C �
H' `A isRE WOOD
TRUSSES AT Z-0- 0 C ,
e,.._4�,
CONTINUOUS
SH�THNG
EDOE��
N ALI
PER PLAN
\_
RA,'G,
HI IA EA END
DW
SCREWS MOM
)OD
PER
MARUF
OF V�
TALI 111.1,
TOP PUkTES TO
TRUSSOur
FRAWNG
DCMAX
0 C.. (1) EA PLY
PER
SHEKIHNG
PLAN
PER PLAN
EWDgAl
(MOD) =1
RWG�M ;Ir"M
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tdh% Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
13 IBRAHEM ELAYEB,e95
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
06/20/2024
DATE
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3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET NAME
DETAILS -
ROOF
SHEET #
S4.1
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PANEL EDGE
FIELD
BLOCKING
R EQUIRED (MIN.)
I SIZE
NAILING
PACING
REQUIRED
7" 0'
WO-C.
I �' O.C.
AUL EDGE.
SHEATHING
— PANEL EDGE NAILING
— NOTE: PROVIDE BLOCKING
AT ALL SHEATHING EDGES S
3/8'
STRUCTURAL
SHEATHING
SINGLE NAIL EDGE SPACI
1/2S
[DOUB E NAIL EDGE S�
STUD SPACING 2X4 BLOCKING
PER PLAN SHEATHING SPLICE - SAME
NAILING THICKNESS AND STRENGTH AXIS
PER PLAN ORIENTATION AS WALL SHEATHING
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PA.NE'L EDGE
FIELD
BLOCKING
R EQUIRED (MIN
SIZE
LING
I SPACING
REQUIRED
7/16'
3'O.C.
12, O.C.
I
ALL EDGES
SHEATHING
STRUCTURAL SHEATHING
FIELD NAILING,
TYP.
S
3/8'
S71NGLE NAIL
EDGE SPACING
PRE-ENGINEERED TRUSS PER MANUF @ 24" D.C. MAX;
ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN)
(6) 0.148')0 FACE NAILS THRU KING
STUD TO HEADER (MIN. 3 EA PLY.)
HFADFRSTRAIP RF0'MNT PER TABLE
ULT BASIC
WIND SPEED
HDR MAX
CUR SPAN
STRAP
REC`MNT
<140 MPH
4 FT
LSTA1 8
<140 MPH
9 FT
MSTC28
�16OMPH
5 FT
MSTA24
SHEATHING PER PLAN
AT FOUNDATION CONDITION - HOLD
DOWN REQUIREMENT PER TABLE:
ULT BASIC
HDR MAX
WIND SPEED
CLR SPAN
HD AEQ'MNT
<14OMPH
4 FT
DTT2Z Wf (8)-1/4'.1-1/7
&1/2'WTITENHD*
5140 MPH
9 FT
HTT4 W/ (18)-0.148-A-1/2' TO
KING & 5/8'xgTITEN HD*
51SOMPH
5 FT
DTT2Z W1 (8)-1/4'xl -1/2.
& 1/2*xSm TITEN HD*
(2)-2x TOP PLATE
EDGE M
PER TYP
PER PLAN OR
GENERAL NOTES
INSTALL SIMPSON SSP PLATE TIES @
9" O.C. ALTERNATING SIDE OF THE
WALL FROM TOP PLATES INTO RAISED
HEADER BELOW OVER OPNIG, TYP.
TYP TRUSS -TO -TOP PLATE
CONNECTOR PER PLAN
HEADER PER PLAN, (2) PLY.
MIN. ADDITIONAL JACKIKING
STUD CONNECTOR
REQUIREMENTS PER PLAN.
AROUND OPNG
TAIL REC`MNTS
4 2XFRAMING BELOW WINDOW
OPNGS PER PLAN; OMIT AT
- DOOR OPNGS, TYP.
AT 2-STORY FLR-TO-FLR
CONDITIONS (IF APPLES):
PANELEDGE 2. STUDS, SPACING PER -/
NAILING 'I' �2TT'M PLAN/NOTES TYP. U.N.O. STD HEADER CONFIGURATION
__ j W�j
CHORD (VIEWED FROM INTERIOR)
MA - AT CRAWL/BASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTED FOR ATIR
4 OF SAME DIAMETER DRILL & EPDXY WMIN EMBED TO FOUNDATION WALL
(2)-?x TOP PLATE
(6)0.148' '3'FACEWLS
T... KING STUDTO
HEADER (MIN. 3 EA. PLY.)
.. — — .
ULT BASIC
WIND SPEED
HDR MAX
CUR SPAN
STRAP
REQ'MNT
<W MPH
4 FT
LSTA18
<14OMPH
9FT
MSTC28
�16OMPH
5 FT
MSITA24
ULT BASIC
WIND SPEED
HDR MAX
CUR SPAN
HD RECtMNT
:5140 MPH
4 IFT
CS16.48'LG.
<140MW
9FT
(2�CS16x48LG.*
�160MPHI
5FT
nrin.4g-r
APPLY (1) STRAP TO JACK STUD W1
1_11 STRAP & (1) STRAP TO KING STUD
2X CRIPPLE STUDS C& 16'O.C.
OVER HEADER. TOP/BO7rOM STUD
CONNECTORS PER WI OIS4.2 TYP.
ALT. HEADER CONFIGURATION
IFOR INFORMATION BEYOND BREAKLINE OR NOT SHOWN REFER
TO STD HDR CONFIGURATION)
�_ROUGHOPENING
MITER LINTELS BY
sELO.
FIELD CUTTING
# REBAR IN VERTiCAL
GROUT FILLED CELL
#5 CORNER DOWELS INSIDE
0
AND OUTSIDE OF VERTICAL
#5 BAR AS SHOWN
PRECAST U
FILLED WITH GROUT 0
0
-*'\rMM SHFATHING DETAIL END SHEATHING 0AIL TYPM DOING 0 FAING WAU (FUCCD)
11/0112023 11101/2023 11/01/2023
W02 qW — — — 90 DEG. CRNR DERIL wt COWMN BEL 212812022
WGW�010 NOT TO SCALE WGG-020 WI3;_'05O E��MRI
En
VZ-250
INT. FINISH WOOD BUCK ATTACHMENT ALTERNATE:
Ix CUSTOM P.T. BUCKTO at OR GREATER BUCK TO EXTERIOR CMU WALL
1 x WOOD MASONRY
1 x P.T. BUCK MATCH FRAME WIDTH BUILT-UP THICKNESS � 2
ATTACH ATTACH w/ *r NAILS C& 4' 1/4' = 114'.0 MASONRY
FROM ENDS AND 12'O.C. SCREWS C& 4' FROM ENDS GARAGE DOOR AND
WINDOW PER REMAINDER. ATTACH AND 12"O.C. REMAINDER. TRACK, INSTALLED PER
FLORIDA WINDOW THRU BUCK INTO w/ 1 1/NEMBEDMENT MANUFACTURERS
PRODUCT MASONRY PER FLORIDA SPECIFICATIONS.
ARFMOAL PRODUCT APPROVAL
POMP ELEVATION
2X6 WOOD BUCK ANCHORED
TO CMU wl 1/2* x ff *0 BOLTS
OR 518". WSIMPSON TITEN
HD'S W/ 2'WASHEAS AT 24'
D.C. & WITHIN WOF TOP AND
OR (2) ROWS OF IN
.),rffiCk VANDOW ATrAMENT DErAJL 1911712021 FFIRAME TO BUCK
SCALE VZ'140 TO MASONRY x —3MAMSO'NRY SCREWS (9 12'
0 C STAGGER ROWS 6"
DOUBLE 2x TOP
TOP PLATE CONNECTOR,
PLATE
SPACING PER PLAN (CHOOSE
MID SPAN BLOCKING
ONE):
BETWEEN EACH
a. (1) SPH4 C& 2X4 WALLS
STUD, U.N.O.
(1) SPH6 C& 2X6 WALLS
b . (2) H2.5A (ONE EA SIDE OF
BOTTOM PLATE CONNECTORS,
PLATE�
SPACING PER PLAN (CHOOSE ONE):
c. (1) SP2
a. (1) SPH4 9 2X4 WALLS
d. (2) SDWC1 5600
(1) SPH6 @ 2X6 WALLS
e. STRUCTURAL SHEATHING &
b. (2) H2 .5A (ONE EA SIDE OF PLATE)
NAILING PER PLAN
c. (2) SP1 (ONE EA SIDE OF PLATE)
HEATHING PER PLAN
d. (3) SDWC15450 SCREWS
2x STUDS AT 16" D.C.
e. STRUCTURAL SHEATHING &
2� BOTTOM PLATE
NAILING PER PLAN
PER PLAN
MARINI WALL w/ LIPUR
S�LLOAD
8/2712021
vv�W,05
EXTERIOR CMU WALL
INT. FINISH WOOD BUCK ATTACHMENT: I1,V DRIVE-IN ANCHOR
A- a, OR 43REATER BUCK TO MASONRY DOUBLE 2x TOP PLATE
STRUCTURAL SHEATHING 1xWOOD BUILT-UP THICKNESS � 21/4" = 1/4-x4- GARAGE DOOR AND j. §
& ATTA 2x FRAME WALL w/ P.T. 2x P.T. BUICK MASONRY SCREWS 0 4' FROM ENDS TRACK INSTALLED PER
CHMENT PER PLAN SILL PLATE, PER PLAN AND 12'O.C. REMAINDER �1 1 1/4' MANUFACTURERS MID SPAN BLOC19NG BETWEEN
ANCHOR BOLTS OR STRAPS A CH DOOR PER EMBEDMENT SPECIFICATIONS. EACH STUD AT FRAME WALLS 2x STUDS SPACING
LORIDA PRODUCT GHT WWOR UE
APPROVAL ALTERNATE: TALLER, OTHERWISE MAY OMIT. NO. PER PLAN
SEE GENERAL NOTES, U.N.O' FTTA W PLATE HEI P R GENERAL NOT S
a Ix CUSTOM Prr BUCK TO MASONRY 1/2.'x 2 1/4" HILTI SLEEVE
ANCH(
0 M , M rill
01 BRICK MATCH FRAME WIDTH, ATTACH w/r ANCHOR OR EQUAL MIN. 1 112'
EMBED INTO MASONRY (1) PER
NAILS C& 4'FROM ENDS AND 12'O.C. 91r.
PER
- i.%' I' PLATE SHEATHING
&VERT REINF. PER PLAN MOLD REMAINDER ATTACH DOOR THRU FF ETO] BRACKET PER PLAN
W MATCHaING TWTAOLML WIDTH
FINISH BUCK INTO MASONRY PER FLORIDA
BOND BEAM MASONRY
U. Arm, CMU — @1q * * ELEVAT11 N PRODUCT APPROVAL 0; ' MAN
FWEWAiONMMRYWAL 11/0112023 TYPM DOOR ATrACHMENT DERIL 11101/2023 n?M GWGE DOOR ATrACHMEW 11/0112023 BEMING Wa W/o UPUFT 11/01/2023
f
12 W15 :W:l )6--- M_
NO� TO SCALE VZ", 21 NO� TO SCALE WGM-150 _1 60 vZ111
9 NO-r;0 SCALE V;z ISM
EXT. WALL
PER PLAN
2X4 BLOCKING @ 24� O.C.
NAILED BETWEENSTUDS
w/ (2) 10d NAILS EACH END
INT. WALL
PER PLAN
(2) 1 Dd NAILS EN
STUD TO EA. BU
2X4 DBL —
TOP PLATE
BLOCKINGTOSE
JSH WITH STUD
FACE THAT IS
kDJACENT TO
:RSECTING WALL
. INTERSECTING
VALL BEYOND
PARTY OR —
(TERIOR WALL
SILL PLATE (P.T
EN N CONTACT
IN
I/ CONCRETE
SHEATHING
PER PLAN
2x STUDS @
161, O.C�
END STUD
To FLAT
S T. 0 "BO
TUD E
0.162'x3-1/2"
"Tu'" a
tsibo-c
2x STUD
STRUCTURAL
PARALLEL To
I V SHEATHING
COWNBMID
PER PLAN
TO*64
STUD W/
0.162'.3-1/2"
f1hi it moldril
#5 REBAR, CONT.
IN BOND SEAM
B NO BEAM
PER PLAN
#5 REBAR HOOKED
DOWEL
#5 REBAR VERT CAL
IN SOLD FILLED
TOP OF HEADER AT
MTL STRAP L
BOTTOM OF TOP PLATE
MATCHES STD CO DIT:OONN _�I�GHT
PER PLAN
L]
Px CRIPPLE STUDS
(2)-2x CONT FLAT PLATE
USE (3)-2x PLATE AT DBIL
MTL STRAP LOCATIONS
ALT RAISED HEADER
END LENGTH /_ CONTINUOUS DOUBLE
2x FULL HEIGHT KING STUD ER SC.EDU././ 2. TOP PLATE
W/ PEN. NUMBER PER PLAN 0 4, . .K PLATE HEIGHT PER PLAN
HEADER PER PLAN
2x BLKG - USE DBL, OR
FLAT 2x BLKG @ DBL OR
3" WIDE MTL STRAPS
2�IACKSTUD-NUMBER I
PER PLAN/NOTES
UL SHEATHING
PER PLANSISHEAR
WALL SCHEDULE
SINGLE, DOUBLE OR z
FLAT 2 BLOCKING, TYP.
(2� 2.x SILL PLATE
SINGLE 08 DOUBLE
PER PLAN. PLACED,
BEHIND WALL SHEN
2x SILL PLATE wl SIL
PER
ANCHORAGE PER PI
STRAP
LENGTH
STRAP
OF NAILS
@ EA. END
END
LENGTH
STR0 P
CAPACITIP
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9.
1 103'D�
CS2
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15,
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705
27'
4690
STRAP
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NOT TO SCALE HAD SHEM WAU 11/0112023
11 REBARI HOOKED %
DOWEL ORO Fiel&tone
COMMON
'T'P.)
AU_ FILLED CELLS
C.O.A.# ARCHITECURE-
WEAVE BLOCK COURSES EVERY EE FOUNDATION PLAN
OTHER BLOCK TYP.) 9 EVERY FEE AND DETAILS FOR
FOOTING REINFORCING. AA26002802
BLOCK TEE INTERSECTION REBAR PER C.O.E.# ENGINEERING: o.860
F5PLAN
�ilhkfil TiWAFISWORCED RUE) ML DUAIL 11101/2023 29349
505-9 W19 no-rTO SCALE M;710 E3 IBRAHEM ELAYE &0
P.E.# 91476
BENJAMIN NIESE, PE
INT. WAIL CONNECTION M EXT. WALL 2/28/2022 TYPM CMU INTERSECTION DErA1L 11/01/2023
P.E.# 86025
W;�182
WGW-181 __/NOT TO SCALE 06/20/2024 . . ........
DATE 11111W
2 E S L E
j
E. 6
z
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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FVERS10N:5_-0_j
SHEET NAME
DETAILS -
WALL
SHEET #
S4.2
2x KNEE WALL OR PRE-ENG FLOOR
TR /- STRUCTURAL SHEATHING 11
M USS, STUDS C& 24'O.C. w/ ATTACHMENT PER PLAN, GONT.
ETA16 @ 24- O.C. (MAX.)- THROUGH FLOOR SECTION
NOTE 2.4 VERTICAL INSTALLED 71GHT TO\ 2x FRAME WALL PER PLAN,
TOP AND BOTTOM CHORD * , C
(3)$d TOENAILS AT LOCATIONS NAONT.,2x,PIA *112116d
.07
WHE E EMBEDDED STRAPS C
AND END GABLE TRUSS PANEL EDGE NAILING
VERTICAUS MISAUGNS. - - - - - - - - - FLOOR SHEATHING &
ATTACHMENT PER GEN. NOTES
TRUSS ERPLAN PANEL EDGE NAILING
PER ;��
SHEATHING PER PLAN .. 2.4 BRACING MIN. IT -WIN
V LL, BOND BEAM A LENGTH w/(3)1 Od NAILS END
ALLI GABLE & MIN. (3) FLOOR TRUSS,
&VERT. REINF. PER PLAN
8' CMU WA BRACING SPACED MAX. W-W D.C.
rL0_1Y_1M Tw TO ""', —WIL, -.1f.-
LTM-010
2x FRAME WALL I STRUCT RAIL SHEATHING &
=LPLAN
r
2x PLATE W/ (2)1 0 C:
S ,�l
ATTACHMENT PER PLAN, CONT.
FLOOR SHEATHING & ATTACHMENT
THROUGH FLOOR SECTION...
PER GENERAL NOTES
TRUSSIJOIST
PANEL EDGE NAILING
PER PLAN
N
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DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
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3400 Auburn Rd
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2x LET -IN THRUST BLOCK 2XI 2 STAIR STRINGER
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D OR TRUSS PER STRUCT. FOR NAILING & OTHER RED. NAILING & OTHER RED. GREATER THAN 3/8. GREATEST VARIANCE
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SHEET #
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FNT-71
INS FILLED CELL W/ (1) - #7 REBAR
HEADER - WIDTH TO MATCH WALL
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F01
SX8 FILLED CELL W/ NO REBAR REOD, -------------
PLUMBING WALLS (FOR REFERENCE)
- ----------
BEARING/SHEAR WALLS (FOR REFERENCE)
45* CMU - FILL CELLS W/ #5 REBAR
ROOF BLOCKING
1.12 FILLED CELL W/ #4 REBAR
(IN WALL)
BALLOON FRAMED
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WALLS/HIGHER BEARING WALLS
(IN COLUMN)
CONCRETE TIE BEAMS
ELEVATION INDICATOR
PLUMBING PENETRA71ON FOR
FRAMING LAYOUT
DETAIL INDICATOR
LINTEL OR WOOD HEIR DESIGNATION
OPEN SIZE
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40-
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ABBREVIATIONS:
AB
ANCHOR SOLT
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
ARCHITECTARCHITECTURAL
EO
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
misc
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTEMOR
NTS
NOT TO SCALE
BOT
BOTTOM
FD
FLOOR DRAUIN
Oc
ON CENTER
BRG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTWN
BETWEEN
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