HomeMy WebLinkAbout3777 Dusty Saddle Ln5 10 � EISENHOWER IV CMU
Gara2re Left - Elevation K3
SHEETINDEX
NUMBER:
6i-4EET NAME:
NUMBER:
SI4EET NAME:
C5-
COVER SWEET
C6 3
SQUARE FOOTAGE CALCULATIONS
F-1.0
FOUNDATION - SLAB PLAN
E-1.0
ELECTRICAL PLANS - FIRST FLOOR
E-20
ELECTRICAL PLANS - SECOND FLOOR
A-1.0
FIRF FLOOR FLAN
A-2.0
5ECONE) FLOOR PLAN
F-0.1
PLUMBING RISER DIAGRAM
A-3-2
M�Sc DETft6
A-3.3
M 5C DETA L6
A-3.4
M15C DETAILS
A-330
FRONT / REAR ELEVATIONS K ROOF PLAN
A-3.31
SIDE ELEvATION5 <
4-4.0
BUILDING SECTIONS
GENER,4L NOTE5
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT I AMH
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED A SUPPLEMENTED BY THES`E
PLANE.
THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF;
2020 FLORIDA BUILDING CODE, RESIDENTIAL, Ith EDITION
OCCUPANCY:p3
CONSTRUCTION TYPE: VB
- ON�
lc��Ii�eVTELIL BE SEPARATED FROM THE RESIDENCE AND 176 ATTIC AREA
By NOT LIE55 THAN 1/2 INCH (12.1 -) GYPSUM BOARD APPLIED TO THE GARAGE
SIDE ' GAR -AGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
HA51TABLE ROOMS ABOVE BY NOT LESS THAN 5/5 NCk (15.e -) TYPE X" GYPSUM
BOARD OR EQUIVALENT. WHERE THE SEPARATION 15 A rLOOR-CEILING ASSEMBLY,
THE STRUCTURE 5UPPORTINS THE SEPARATION SHALL ALSO BE PROTECTED BY NOT
LESS 7WAN 1/2 INCH (12.1 -) GYPSUM BOARD OR EQUIVALENT.
EXTERIOR F;NI5HE1Si
THICKNESS OF TEXTURED FINISH OVER FR,4"E APPLICATION SHALL BE PER FBC.
R103. -1 .2 AND ASTM CZ26. INSTALLATION OF EXTERIOR LATHING AND FRAMING
APPLICATION REQUIREMENTS TO BE PER FABC. R-103.1.1 AND A5TM C 109,3.
EGRESS,
1, EACH BEDROOM MUST WAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF
THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR THE WINDOW MUST PAVE A
MAXIMUM OPENING HEIGHT OF 44" A50VE FINISH FLOOR LINE Or TWAT PARTICULAR
Room.
2. IN DWELLING UNITS WHERE THE OPEN(N'r. or AN OPERABLE WINDOW 15 LOCATED
MOIRE THAN 12 INCHES ABOVE THE FIN15HED GRADE OR SURFACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24
INCHES ABOVE THE FINISHED FLOOR. OPERABLE SECTIONS OF WINDOWS SHALL NOT
PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4'' SPHERE WHERE SUCH OPENINGS
ARE LOCATED WITHIN 24 INCHES OF THE FINIS-44ED FLOOR PER F-BC. R&I22
FLASHING;
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DEC< AND
WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR D'RECT'ONr
AND AROUND ROOF OPENINGS.
2. APPROVED CORROSION- RESI STANT FLASHING SHALL BE APPLIED SWINGLE
FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAV TY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMINIG
IT
COMPONENTS, THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH . APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT
ALL REQNJIRED LOCATIONS PER (R103.4).
WINDOW INSTALLATION,
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW
�I - -
1. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION
BATH AIRI-EAS,
1. INSTALL 2.4 BLOCKING AT 701LET PAPER AND TOLUEL BAR LOCATIONS, SEE
DETAILS.
KITCHENS,
1. INSTALL 2X& BLOCKING AT S'S" AFF ON CENTER FOR UPPER CABINET
N67,41-1-4710N�
TUB AND 544COR AREAS:
1. CEMENT, FIIBER-CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD
ALLOWED) IN COMPLIANCE WITH ASTM C1258, C1325, OR CII-19 AND INSTALLED WITH -S
x 1-1/14" DAC-pGERZ PHILIPS LUAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND 6HOLLER AREAS,
AND WALL PANELS IN SHOWER AREAS.
1
TMIT!TREATMENT,
PROTECTION SHALL BE PROVIDED BY PE616TEPED TERMITICIDES,
INCLUDIN6, SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PE67ICIDE6 APPLIED
TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
USE AS A PREVENTA71VE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
COMPLIANCE SHALL BE 155UED TO THE BUILDING DEPARTMENT BY THE LICENSED
PEET CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: "THE
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTUPE AND CCN5UMER
SERVICES."
ECkANICAYL
ENE g�t
CULATIONS, FOR HEATING AND COOLING CAPACITIES SHALL BE
FURNISHED BY THE MECHANICAL EWGINEERASAN ATTACHMENT TO TH15 PLAN SET
AT THE TIME Or APPLICATION FOR PEIRMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERvICE,
REPAIR, AND REPLACEMENT LU17WOUT REMOVING PERMANENT CONSTRJCThON, OTHER
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE
BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE
AT LEAST 30 INCHES (1r.2 -) DEEP AND 30 INCHES (Ir.2 -) WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
ENERGY REQUIREMENT SCHEDULE
- - ------- -
EXTERIOR WALLS (FRAME)
R-13
EXTERIOR WALLS (5LOCQ
FOIL
-±4.1
ATTIC CEILrW.
R-30
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALI-5 OR CEILINGS
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
-2E, GAUGE (048 rrm) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
HAVE NO OPENINGS INTO THE GARAGE.
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
INSTALLED A50VE THE ]EASE FLOOD ELEVATION AND SHALL AL50 CONFORM TO THE
MANUFACTURER'S INSTALLATION INSTIRUCTIONS.
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDEN51NG APPLIANCE5 SHALL BE
PROVIDE]-) WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS M1411.3.
'r;Xl4t� gtVENTIN*�
WARSE. THE AIR REMOVED BY EVERY MECILANICAL EXHAUST
SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS, AIR SHALL NOT BE EXLAUSTED
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRALLL SPACE,
7. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE
RECIRCULATED WITHIN A RESIDENCE OR 70 ANOTHER DWELLING UNIT AND SHALL BE
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIr, CRAWL SPACE, OR OTHER
AREAS INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
DETEIRMINED BY ONE OF THE METHODS SPECIFIED IN 5EC7ION5 111502,45.17HROUGH
M1502.45.3. THE MAXIMUM LENGTH OF: THE EXHAUST DUCT SHALL BE 35 FEET FROM
THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (-162
FOR EACH 45 DEGREE (O.le RAD) BEND AND 5 FEET (1524 in.) FOR EACH 50
DEGREE (If. RAD) BEND. THE MAXIMUM LEWGTIL OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER
FAN 15 IN57ALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM
LE TH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFAC7URER'5
INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN 15 INSTALLED
AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED,
A PERMANENT IDENTIFYING LA15EL SHALL BE PLACED ADJACENT TO WHERE THE
EXHAUST DUCT ENTERS THE WALL, THE LABEL SHALL BEAR THE WORDS "THIS DRYER
EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED B006TER FAN."
4. PROVIDE BACK DRAFT DAMPER& AT INTAKE AND EXHAUST LOCATIONS AS
REQUIRED BY F.BC ITH EDITION - RESIDENTIAL CHAPTER 15,
ISSUED: 10/10/2023
VERSION: 5.0
SQUARE FOOTAGE
AH4R ASSET MANAGEMENT SQ. Fr.
HEATED AREA
Sq. Ft.
MAIN LEVEL
0-M
SECOND LEVEL
1220
TOTAL AH4R SO. FT. (SlablCrEittil)
2297
METHODOLOGV. ANSI ZTW20M
The total area calculated from the outside -to -outside of framing, including optional finished basement options as
shown. This was excludes stairwell at highest level above grade, garage, covered patiolporches.
SHALL COMPLY WiTH PREVAILING
FLORIDA BUILDING CODE,
IIAINONAL ELECTRIC CODE.
N I
�40401 THE CITY 0
ORDINANCES F ZEPHYRHILLS
� 3, r) A r T,
Z J ?4
E
H R�H I
;
ER
N
tn
coa
it 4"
OMI A114 DEVELO"NI
Do NOT SCALE Y4ESE RAUWA
VZRFY DALDW ORIENTATION U W
COTRACTOR AID TE PLMS
BEPORE CD61RUCT04 TIME
DRA~ DO NOT CCWAN
SPECIFIC WOIMTION FOR MY
571WICTLIRAL ELEMEWS (TO BE
PROVIDED BY MWER OF
RECORD) MY DISCREPMCY
tDIM004, ORIMATION, ET
WTUEEN TIE DRA04GS AND T14
A66XIATED DRAV1,136 a�a STE
DRAWW
A SuAL ER REPORTED TO
OCWRACTOR 7 OICE "NO
001,15TRICtION 5WAILL PPCiCEE
.11,1711. OORRECTED. TIE
CCNTRAC70R Ab&-MS TIE
RESIPM&M ITY TO MET ALL
REOII OF LOCAL SLILDW,
OTICIALS A TO COMLY ON STATE
SUI OW. CODES.
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VERSION: 5.0
..EET
Iwo
C,-% -;�7>1
SQUARE FOOTAGE CHART
ELEVATIONIC
--------------
L ---------------
IN
----------
j
------------
F
- - -----------------------
L --------- J
SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE SQUARE FOOTAGE
CONSTRUCTION AREA CALCULATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL
1011
5E( OND LEVEL
1214
TOTAL HEATEDICONSTRUCTION AREA (SlaWrem)
2291
METHODOLOGY. ANSI ZTW2003
The Iota] area calculated from the outside -to -outside of framing, including optiorral finished basement options as
shown. This area excludes stairwell at highest level above grade, garage, covered patiolporches.
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
&ARAGE
41-1
FRONT COVERED POR( H
-17
TOTAL BUILDING ENVELOPE (SIWCrIW)
2785
COVERED LANAI
120
METHODOLOGY
Elu [ding EnvoloiNe Area: The total was calculated, including Heated/Construction ar" as calculated. and also
inc:uding garage, covered patio/porches.
MAXIMUM DE117H
.MAXIMUM HIPTH
I"MAXIMUM BUILDINo HEirzHT A.F.F.
6021 Al� DEVELOI
DO NOT SCALE TNESE DR411NI�S.
vERIFY BUILDINS ON ATION WW
CONTRACTOR AND SITE PLANE
BEFORE CONSTRiCTON TNESE
DRAILM5 DO NOT CONTAIN
SPECFIC WORIATION FOR ANY
STRIZILRAL ELErlENTS (TO BE
PROVIDED BY EW.11M OF
RECOR)), ANY DISCREPANCY
(C�JENSCWa. ORIENTATION, ETC)
INETILIFEW T"SE DR4AINaS AND
ASSOCIATED DRA10135 &6cr 5"
DRAWWA SWALL BE REPORTED '
CONTRACTOR AT ONCE AND NO
CONSTFWION WALL PROCEED
LWIL CORWCTED INE
CONTRACTOR Tries '
RESPONSIBILITY TO MET ALL
REQU
OFFIC "WIUM OF LOCAL D"M
A TO ColIPLY UTW STATE
5JI DING CODES,
-4—)
LU 9.
C)
Ili -A
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04
U
6 z
W�
W
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M N
L� I
WAFAW. I FINE —]
VERSION: 5.0
IFEEIIIIIIIIE
SQUARE FOOTAGE
CALCUATIONS
ICS-3jo
"W"
FOUNDATION PLAN NOTE5
ALL WM SHALL BE IN STRICT COMPLIANCE WITH BUILDN3
CODE, RESIDENTIAL, 40 COUNTY BUILDING DEPARTMENT.
57RIP TOPSOIL, TREES, STUMPS, ROOTS, ETC. PROM ALL
AREAS INERE CONSTRUCTION WILL OCCUR UND.
4'-V" Y-4.1
FILL SWALL BE FIR'LY COMPACTED, CLEAR SAND/UAY
MATERIAL: FREE OF ROOTS, O%ANIC MATTER OR OTHER
INTERIOR BEARW. LOCATIONS SHOULD BE COORDNATED
LWT14 TRUSS MARFACIURER I STRUCTURAL ENG.INEER.
LANAI 5LAB--,
F-
PROVIDE SOIL TREATMENT 40 VAPOR BARRIERS AT ALL
4" CONCRETE SLAB MIN. OVER 6 MIL
SLABS �NTERIOR).
VAPOR BARRIER SLAB SHALL BE OVER
CLEAN COMPACTED FILL W1 F15ERMES4
ri
UNIT SECURED TO
8 0
/C PAD
w W
a- (L
4" CONC
SLAB MINIJ/
FIBJEFrESW
--i Li
HE,
CONCRETE 5LA5
4" CONCRETE SLAB MIN. OVER 6 MIL
VAPOR SAIMIER. SLAB SHALL BE OVER
CLEAN COMPACTED FILL WY FIBERMESH
HVAC C44ASE
34
LOCATION
F
Ly-
ELECIIVRIICAAILi
CONDUITI"
ISLAND
j
4j.
6
6
W I
W--
IL
C
- - - - - - - - - - - - - - - - - - - -
----------
------------------ ------------ -- --------------------
CO�NC4TE 5LA5
4" C0<RETE SI.AB MIN. OVER 67MIL I
ON
VAPOR BARRIER SLAB 544ALL BE OVER I
FIR R' BE OVER
C AN .
LEAN OMPA'-�O FILL W/ FI5EFMSH
I...
L
-1 L 7 F-1
I N
PORCH 5L
qr -
4" NE SLAB MIN 0 b MIL
CONCF
4" CONC SLAIS
6
0
VAPOR BARRIER. SLAB SHALL BE OVER
M N. W/ FIDERIME&H
CLEAN COMPACTED FILL IJI RIBERMESH
(L
— — — — — — — — — —
1&'-0" OPENINC,
PART. SLAB PLAN - ELEVATION 0117
lQUBr-j'4f(IIXI7)
92021 " DEVELOFMBIT
DO NOT SCALE THEM DRAW"
VERFfBWl.DMORI ATIONOTH
CONTRACTOR AND SITE MANS
BUM CONSTRICT THESE
DRAWW,S DO WOT CONTAIN
SKCFIC IffORMATIGN FOR MIT
SIRUCTU". ELEMENTS (TO BE
PROVIDED By EN53INEER OF
IMCORD). MY OLCREPANCY
(DrIENSIONS. ORI ETC)
BETWEEN 11611 Dll� AND THE
ASSOCIATED DRAWNSS &d1m SITE
DRAMW &JAL BE IMPORTED TO
CONTRACTOR 7 ONCE MV NO
CONSTRrTICN &HALL PROCEED
LKTIL CORFECTED THE
CONTRACTOR ASSUMES THE
RESPONSIBILITT TO MEET ALL
'MOAREMENTS OF LOCAL BU LOW
ORICIALS 4 TO COI-PLT WTW STATE
BULDW, CODES.
f
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F 7
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VERSION: 5.0�
FOUNDATION -
SLAB PLAIN
INSE4
F-1.0 K
FLOOR PLAN NOTE5
PROVIDE 1/2" (MNR'UI)GYPSr BOARD SEPARATION AT WALL$ AND 5/0' TYPE X CEILINGS
IN THE GARAGE ADJACENT TO THE MAN HOUSE AND AMC AREAS
WASHING MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OT�IEWISE
ALL EXTERIOR WALL$ ARE DRAWN AT 8' CMU LKLE56 NOTED OTHERWISE.
ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 3 112' LNLE56 NOTED OTHERWISE.
HEADER FOR RR5T FLOOR 15 AT 6'-0' ./ 5'-4' CLG 4 SECOND FLOOR 15 AT T.0' W1 S' CLG
HANDRAIL HEIGHT SMALL BE 36" MEASIARED VERTICALLY FROM 714E N05M OF THE TREAD,
�') DENOTES EGRESS UNDOW
�-IANDIRAIL
1-1/2" MIN
I
A. , -� I M",
5ECTIO14 ff-L�
PRO�IDE WAICR41L IN C�JANCE WITH
Fw RVIIA I lRc R'llbk3 NCRC- R31111D
F 4,fR [) AGRAM
r
----------
LANAI
AC
CLG A
f)
T� 1 7-
COMORE TEFF.
E`
25 SH
25 544
25 SH
25
BREAKF,45T NOOK
-4" CLG
5 cL,
F,4�11LY
v, L 'LA.
14YL PLANK
ROOM
V-4' CLG
31-0* X bl-ol
VINYL PLANK
15LAND
2xb WALL 34
'2'
AFF W1 7- BAR TOP
SLOPED CEILING L14DER STAIR�
E'- it 4, T,,
"o
OPEN 'L f
UP (17) RISERS
TO 2Yd FLR
112 1 11 1 1 1 -W
S'4" CLG
PLANK
TREADS (0' V NOSN
f4l yll
RIF
I IL omw.
SH
to
S�
0
GARAGE WALL$ CMnMICN
WITH LIVING AREA MZT HAVE
1/2" DRYWALL SEPARATION
----------
(MIR 20 MN FIRE)
3'-0" 3'-l"
4' 11
LI 3" 6'
2 - CAIR
DRYER VENT—
R VENT
GARAGE LOCATIONN W
5'-4" CLG Arr. �& ......
GREY
BOX
CONCRETE AUNDRY �' —� 1)
31W ��'-4 LG
VI C
NYL PL ANK
------ ---- --- ------------- - -----------------------------
Vj�'-4`CL(!
NYL PLANK POME OFFICE
V-4" CLG
vINYL PLAW
@
7b
WB
31W
T-V" OJ4. GARAGE DOOR 25514 25SH
LvEfOry
—r — — — — --
FIRST FLOOR PLAN - ELEVATION W
mme W. --r
-fDwr)R
'3'-4"CLG
VINYL PLANK
IMI AM4 DEVELOPMENT
00 NOT VALE THESE DRAWI
VERIFY BWLDW. ORIENTATON WITH
CONTRACTOR AND SITE PLA45
BEFORE CONSTRUCTION THESE
DRALINGS DO NOT COWAN
SPECFC INFORIATION FOR
STRUCTURAL ELEMENTS fTC BE
FROVIDEC By EW.NUR OF
RECOFD). ANY DISCREPANCY
(DIMENNONS ORIENTATION, ETCJ
BETIIIEEN THENE DRAWWA AND THE
ASSOCIATED DR&WA &,&a SITE
DR41RW
A SMALL BE REPORTE 70
CONTRACTOR AT ONCE AND NO
CCNSTRJCTION SMALL PRO-
LINTIL, CORRECIED. THE
C04TRACTOR ASSLITIES T
RESPONSIBILRY 10 ET ALL
WOUMMMENTS OF LOCAL EULDW.
OFFICIALS 4 TO CO -PLY WITH STATE
L WILDING CODES,
4-)
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0
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(U!5 -
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F
L I
I ffm wt. i Fm j
VERSION: 5.0�
FIRST FLOOR PLAN
ow""
I omp
A-1.0�1
FLOOR FLAN NOTE5
PROVIDE 1/2" TINMLM) GYPSJM BOARD SEPARATION AT WALLS AND 5/5" TYPE X CEILINGS
IN THE GARAGE ADJAaNT TO THE MAN HOUSE AND ATTIC AI;EAS.
WASHING, MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER LNLE56 NOTED OTHERWISE.
ALL EXTERIOR WALLS ARE DRAWN AT 8' CMIJ L14LE55 NOTED OTHERWISE.
ALL INTERIOR *0 COMMON WALLS ARE DRAWN AT 31,2' LINLESS NOTED OTHERIJISE.
HEADER FOR FIRST FLOOR 16 AT &'-0' ./ S-4- CLG 4 SECOND FLOOR 16 AT i,-o, w/ o, cLG.
14ANMIL WEIGHT SHALL BE 36- rEA&JF;ED VERTICALLY FROM THE NOSING OF THE TREAD,
(-) DENOTES EGRESS WNDOW
HANDRAIL
1-1/2" MIN
1-1,. MA.-
W DI�ETERM � L t
A L.
7
I T' ' ' f�ETIJR�
�AND�
IL
bECTI ]--L—�
�I� WANIMALL IN Clo"-LI�E WITH
M11.1b I IRC R3115k3l NcR` mlllz
5TAIR Q�AGRAM
3M 614 0) 3M bW (-)
3050 6H (-)
PRIMARY Luic;
5EPROOM
4
5UITE T, I w-y, LCLPGL ANK
8' CLG
VINYL PLANK
LG — — —
S'vNYL
1. TFIG
AWL! VAC;
2 4y' N'���l
— —
— — — — — — — — — — —
4 - E L
2 Ot WAL
ATH 2
4 1101
10
3 11 12 13 14 1, 16 n
VCLG
VINYL PLANK
1 D 11) 1 R5
17T 1, R
11
3OX60
14 S
S r4 44
l'-- 4r
v
TIJB/SHOJJER
S SH
5,47H
Of L I 1
8'CLG
VINYL PLA"*WNK
r
IR46 Ris
IRIS
WIG
ii'
OFT. TEMP
V114iYL FI'A:lll VINYL;
GLASS
ENCL05UPE
— — — — — —
IRIS
S)k av 3 - IIZ
BEDROOM 3
V YL PLANK
10
BEDROOM 2
3m! W
S' CLG
VINYL PLANK
3050 � 44 3050
LitlE OF WALL —
BELOW
4'- 10" 3 -,10" 4'-10"
101-11,
SECOND FLOOR PLAN - ELEVATION IK'
r.mE-lff-I%w"lxl4
r.qE:w-Iwmw
WATIN,
02021 AMH DEVELOPMENT
CC NOT SCALE THESE DRAWINGS,
VERIFY CUILPM ORIENTATION WITH
CONTRACTOR AID SITE PLAN6
BEFORE CONSTRJCT ON THESE
DRAWNGS DO WT COWAN
SPECFIC NFORIATION FOR ANY
STRUCTURAL ELEMENTS (TO BE
PROVIDED By ENGNEER OF
WCORD). -Y
ANY 0 SCREPAW
DIMD60,6, MENTATICN. ETCJ
BETWEEN THESE DRAWA AND TWE
A%XIATED DRAWNGA am`� 6 TE
DRAW SWALL BE IMPORTED TO
CONTRACTOR AT ONCE AND NO
C414TRII-IOW "HALL PROCEED
LKYL CORRECTED. THE
COWjtXTOR A-%IJMES TIE
FRESPONSOLMY 10 ET ALL
RECL -MEWS OF LOCAL BUI ING
OFFIC7LS 4 TO C01FLY WITH STATE
BULDIN1. CODES.
0
4
Lu
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wAmr. I Fm :]
VERSION: 5.01
vmi,iiiiiE I
SECOND FLOOR PUN
*Wf
A-2.0
------------------------- —
4 VENT 4' VENT
RIDGE
4' VENT
marwas
F5�E_21 i �> -- ----
iL --- --- 0-1-
-------------------------
RWFPM-ELEVATl0N'W
SQk2;/%W4rVIxI7)
sake mirp"
ZOW I ATTIC VEWILATION: (3W 50 FT Arr SPACE / I -SO FT VENTILATION)
-CALrULATIONS REFLECT 50% RIDGE AND 50% SOFF17 VENT$
1264 60 FT UNDER ROOF ATTIC /
300 $0 FT / 150 FT z 42150 FT VENTILATION
SOFFIT VENT 5 60 IN EACH
OFF -RIDGE VENTS 104 SO IN EA
42150 FT x 505, - 2.1150 FT H1614,2.11 SQ FT LOLU
404 VENTW,
2.1150 FT x 144 50 N ;30336 SO IN REWIRED
(3) OFF -RIDGE VENT 104 50 IN : 312 SO IN
LOW VENTWG
2.1150 FT x 144 60 IN -30336 60 IN REMIRED
30336/ S m 34 SOFFIT VENTS `COHTNUCU5 VENTED SOFFIT)
ZOW 2 ATTIC YENTILATICN: (30V 50 FT AT71C SPACE / 150 Fl VENTJLATCW
305 50 FT UNDER ROOF ATTIC /
300 50 FT i 150 FT = L02 SQ F1 VENTILATION
SOFFIT VENT S 50 IN EACH
LOW VENTW,
102 5Q FT x 144 50 IN -146LB 50 IN SEQUISED
WSW / S - Y. WRIT VENTS (CONTINUOUS VENTED SOFFIT)
ZO* 3 ATTIC VEWILATION: (300 50 FT ATTIC: SPACE J 150 FT VENTILATION)
120) 50 F7 UNDER ROOF ATTIC /
300 50 FT / 150 FT - .40 50 FT VENTILATION
SOFFIT VENT S -SO IN EACH
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51J&O / t b WRIT VENTS (CONTINJOUS VENTED SOFFIT)
&A2 PITCH
ARCH SHINGLE 12
ROOF (TYP)
61, FRIE7E—
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18" SHUTTERS, TYP
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BUILDING 5ECTION NOTE5
PLEASE NOTE: T14M DETAILS ARE STRCTLY ARCATECTURAL, REFER TO 5IRLICTURAL
SLEET6 FOR MORE INFORMATION
SECTIONS SIMILAR TO OTHER ELEVATICNS AND WHEN USING 2x6 EXTERIOR WALLS
PRE-MAILFACT.RED TF4186ES
12
INSULATION PER F5C AND ENERGY POW
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DRAWW,S DO NOT CONTAIN
SKCF C INFORMATION FOR ANY
SIRLICARA. ELEMENTS (10 BE
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BETWEEN TWOE DRAW11Y.5 AND TIE
ASSOCIATED DRAW56 W41a SITE
DRA~ SlAk eE REPORTED TO
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CONSTRIC ION 64ALL PROCEED
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—+W GAS LINE RECESSED CAN
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—+CW COLD WATER FLUN POW LED EXTERIOR GARAGE
200 AV MR MAN cow
C=� ELE070CAL PANEL 2 UALL MOUNTED LINT
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CARBON MONOXIDE ELECTRICAL RISER DIAGRAM
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ELECTRICAL GENERAL NOTES FIEWRIED BY CODE I
WTC�e$ TO BE 4b'AfF.
----------- -
RECEPTS. TO BE 12' AFF. - 42" IF OVER A COUNTER . I
Z
ALL URW. TO BE IN ACCORDANCE UTW NEC STRJCTLRED 0-0
�1+42*
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ARC FAULT CIRCUIT INTEMIPTER PROTECTION WALL BE PROVIDED AS REQUIRED INCLUDE CAS*,
IN NEC 210VA) AND WALL BE INSTALLED N A READILY ACCESSIBLE LOCATION. D COAK US5, WFI
220�4:1 ROM SPACE
------- AND POLER
ALL SPIOIM DETECTORS WALL BE 14AIWUMMD INTO AN ELECTRICAL POIER LLI
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AND INSTALL LOCALLY CERTIFIED SMOM DETECTORS
i�7 REamw, z
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GROUND FAULT CIRCUIT NTEFAPrER WALL BE PROVIDED AS REQUIRED IN NEC i MOUNTING MINT
210NA) 40 INSTALLED IN A READILY ACCESSIBLE LOCATION. ELEC METER ----------------------------- - ------------------------------ PFWR TO w
(LOCATION SYC
IT 15 T�E PEOP061 ILTY OF TA LICENSED ELECTRICIAN TO INSUFIE TWAT ALL BUILDER) INSTALLATION
W
ELECTRICAL WOW BIS IN FILL COMPLIANCE WIN NFPA VA - NEC AND ALL
APKICABLE LOCAL STANDARDS, CODES, 40 ORDINANCES.
PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC L — — — — — — — — --- — -- —
250.54
LL11INIANES N CLOTWS CLOSETS SWA.L BE INSTALLED PER TW PROVISIONS OF
NEC 4VJ6(A) 4 (5)
dh
PECE86ED 1.6-ITIN6. TO BE AIR TINT AND IC RATED
WrGFI
W% OF TWE LC'F$ IN PERIANENRLY INSTALLED FDMURES WALL BE P
NW-EFFICENCY LAMM cv')
REFM TO ENERGY C&CULATIONS FOR ADDITIONAL WORMATION. 7
PROVIDE TIC REQUIRED CLEARANCES AROUND PANELS AD DISCONNECTS IN — — — — — —
COMPI-IA,CE UTW WC 11026.
ALL RECEFIACLES WALL BE TAMPER IRE61STANT PER NEC 40b.12.
TW BR"14 CIRCUIT SUPPLYING T�E RECEPTACLE(S) IN A GARAGE NALL NOT
SUPPLY OUTLETS OUTSIDE OF TIe GARAGE AND NOT LE66 T�A ONE RECEPTACLE FIRST FLWR ELECTRIM PM - ELVATIONT
OUTLET WALL BE INSTALLED FOR EAC44 MOTOR YEWICLE SPACE.
MCI PROTECTION - 210.12 (5) OMLLW. UNITS. ALL 120 VOLT, SINGLE PWASE, IS AND L
20 AMP BR44CW CIRCUITS SLFKYW. OUTLETS 16TALLED N DWELLW. UNITS,
FAMILY ROOMS, DWIN* RD", LIVING RD", PAXORS, LIBRARIES, DIENS, Sooner.
5WWOM$ SINNOOMS, RECREATION RD", CLOSETS, AALLWAYS, OR SIMILAR
RD" OR AREAS WALL BE FRMCIED BY A LISTED AFCI, C"kAT04 TYPE,
INSTALLED TO PROVIDE FFMC1104 OF BRANCH CIRMUlt I VERSION: 5.01
amm
ELECTRICAL PLANS
FIFIST FLOOR
I mo
E-1.0 K
ELECTRICAL LEGIEND
—+W
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DUPLEX OUTLET
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n
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ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45' AFF.
RECEIPTS. TO BE 12' AYF. - 42' IF OVER A COUNTER
ALL WIRING. TO BE IN ACCORDANCE WITH NEC
ARC, FAULT CIRCUIT INTERRUPTER PROTECTION SMALL BE PROVIDED AS RECUIRED
IN NEC 210.2fA) AND SMALL BE INSTALLED IN A READILY ACCES61BLE LOCATION.
ALL SMOKE DETECTORS SMALL BE WARDURED INTO AN ELECTRICX POWER
SOURCE AND SMALL BE EQUIPI-ED WITH A MONITORED BATTERY BACKUP. PROVIDE
40 INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SMALL BE PROVIDED AS REQUIRED IN NEC
21DA(A) AND 067AJ LED IN A READILY ACCEVALE LOCATION.
17 16 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO Nam TWAT ALL
ELECTRJCAL WOW IS IN FULL COMPLIANCE UT14 NFPA IDA - NEC AND ALL
APKICABLE LOCAL STANDARDS, CODES, AND ORDNANCB
PROVIDE INTERSYSTEM BONOW. TREMNATION AT SERVICE LOCA71ON PER NEC
250.94
LUMINIARES IN CLOT14EO CL06ETS SWXL BE INSTALLED PER T14E PROVISIONS OF
NEC 41VJ6(A) 11113)
RECESSED Lr*ffW. TO BE AIR T*I4T AND IC RATED
IM OF 714E LAMP5 IN PERMANENTLY INSTALLED FIXTURES SMALL BE
W&4-EFFICIENCY LA`ft
REFER TO ENEfir.Y CALCULATIONS FOR ADDITIONAL INFORMATICh.
PROVIDE T14E REQUIRED CLEARANCES AROUND PAIIELS AND DISCONNECTS N
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES 014ALL BE TAMPER RESISTANT PER NEC 406.12.
THE BRANCH CIRCUIT SUPKYNG THE RECEPTACLE(S) IN A &ARAGE SMALL NOT
SUPPLY OUTLETS OUTSIDE OF T14E GARAGE AND NOT LESS THAN ONE RECEPTACLE
CUUT SMALL BE MIXUD FOR EACH MOTOR VE141CLE SPACE.
AFCI PROTECTION - 21012 ( ) DWELLM LNrTS. ALL t2O VOLT, SWILE FWASE, 5 AND
20 AMP BRANCH CIRCUITS=YW. OUTLETS INSTALLED IN DI'm I M UNITS,
FAMILY RD" DINING. RD" LIVM RD" PARLORS LIBRARIES, DENS,
5EDFADCt* SINROOM5 RECREATION ROCIMS, CLOSETS MALLWAYS OR SIMILAR
RO" OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE,
INSTALLED TO PROVIDE PROTECTION OF BRAC14 CIRCUIT
:9 BEDROOM 2
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DRA~ SHAL BE REPORTED TO
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FIRST FLOOR
aw�
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7
HOUSEWRAP EARRIER (TAPE ALL
JOINTS) OVER EXTERIOR
HOUSEWRAP BARRIER (TAPE ALL
SHEATHING PER SPEC -SHEATHING
JOINTS) OVER EXTERIOR
TO OVERLAP RUSS
SHEATHING PER SPECSHEATHING
15* BLDG FELT BETWEEN
FLASHING
70 OVERLAP RUBBERIZED
HOUSEWRAP BARRIER AND
FLASHING
BRICK VENEER -TYPICAL UP
WALLIFLOOR
s
FRAMING SYSTEM
RUBBERIZED THRU-WAU.
RUBBERIZED THRU-WALL
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FLASHING, EXTIENED LIP Ir
VETTICALLY (4- MIN
HOUSEWRAP BARRIER AND
VEWALLY (4- MIN
VERTICAL PROJECTION
VERTICAL PROJECTION
ABOVESUBROOR),
BRICK VENEER -TYPICAL
CAST STONE SILL
ABOVE SUBROOR), TRIM
TO OUTSIDE FACE OF
WEEP HOLES AT COURSE
TRIM TO OUTSIDE FACE
OF BRICK
CONTINUOUS MORTAR NET
BRICK ROWLOCK -
TO ELEV.
BRICK
ABOVE FLASHING - 24'O.C.
HORIZONTALLY
WEEP HOLES AT COURSE
BRICK SOLDIER (OR) 3 BRICK
ABOVE FLASHING - 24'O.C.
COURSES -REFER TO ELEV.
SOLID GROUr B84IND
HORIZONTALLY
FIRST COUU
THRU-WALL MEMBRANE
POURED FOUNDATION
FLASHING
THRU-WALL FLASHING_
NOT TO SCALE
HOUSEWRAP BARRIER -
REFR 70 DETAIL FOR CUTTING COORDINATE 150 BUILDING FELT
BARRIER AT WINDOW OPEN APPLICATION WHERE BRICK VENEER IS
SPECIFIED
—FOLD HOUSEWRAP DOWN OVER HEAD RASHING
AND APPLY CORNER PATCH EXTENDING I'MIN.
BEYOND LARRER CUT
—INSTALL HEAD FLASHING OVERLAPPING
WINDOW RANGES A MIN. OF 7 - INSTALL
UNDER HOUSEWRAP
—APPLY JAMB FLASHNG OVER SIDE
WINDOW FLANGB - MEN. I"ABOVE
HEAD AND 3'OVERLAP AT SILL
INSTALL WINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTERIM PWIMETER GAP W
NON-MANDING FOAM OR SEALANT
TAPE SEAM OF OV8tLAPPtNG PLASTIC SILL
BOOT
PRI!MANUFACIURSD PLASTIC SILL
BM
WINDOW OPENING FLASHING
NOT TO SCALE
— — —
— — GABLE M WHERE OCCURS
REFER ENATIORS AND DETAILS
F TYPICAL ROOF COVERING PER SPK
��12 SEE ROOF
PLAN
TYPICAL ROOF TRUSSES PER SPEC
M A L
TYPICAL ROOF NWLA11ON PER SPEC
ROOF
TYPICAL DRIP WIDE PER M
T OF
OP OF CALU.
C- 1
TO ELEY
REFRTO
TYP. NNT. CLG.
MATERIAL- PER S*PEC
TYPICAL FASOA FINISH PSI SPM
REFER TO STRUCIURAL
AL _ FINISH PER SPEC
TYPICALSOFFIT
FOR MW TO WALL
TO ALL
TIE BEAM - REFER STRUCTURAL
. ERSAM
:
CONNECTION
TRIM PER E.EYATION PER M
. BLOCK
Ir 00 BLOCK REFER STRUCTLIRAL
4- TYPICAL MIOCO PRIM ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FFIRSH AND IPVJLA71ON
OVER BLOCK PER M
WAINSCOT PER BV. PER VSC
VERFY FOUNDATION PROFILE VARIES BY
TYPICALIASE
LOCATION / CONDITIONS
PER SPEC
REFS STRUCTURAL
VERIFY DETAIL FOR TSIMINATION WALL
FINISH AT FOUNDATION PER MVATION A
MATERIAL
ji REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 1 -STORY WALL SECTION
FOUNDAnON WALL
ERICK LEDGEE
THRU-WALL FLASHING @ BRICK LEDGE WAINSCOT DETAIL
NOT TO SCALE
NOT TO SCALE
-- — — — — GABLE 04D WHERE OCCURS
12 REFER SLEVAPONS AND DIETAILS
bm XV& PLAN
TYPICAL ROOF INSULATION PER SPEC
TYPICAL DRP EDGE PER SPEC-
OAAAA, GAMAN DA491 9, "1 "T.O.W.
REFER TO BEVATIONS
SOFFIT FINISH PER4M-1
TYPICAL WALL FINISH ON RAME W/
SHEATHING, PER EEVATION, PER SPEC
TYPICAL NFRAME WALL AND SHEATHING
REFERSTRUCTLIRAL
TYPIC&INTIMWAii
FINSH AND BASE PR
SPEC
HOUSE WRAP OVER WALL SHEATHING - PROVIDE
ENOUGH OVEW TO COVER METAL RASHING
AND THROUGH -WALL RASH14G
SIDING PER SPEC
ITISIENTMETALRASHW—
EKTIND Ir VERTICALLY
EXTERIOR SEALANT
I
CAST STONE SILL OR BRICK
ROWLOCK REFER TO ELEVATION
WEEP HOLE
THRLLWALL MEMBRANE RASHING3
TO FACE OF BRICK W/ MIN. 2,C
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
7/r 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 SCREEID - PER SPEC
WALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS
CAP SHINGLE - DO HOT STAPLE OR NAIL
ROOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL & STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING
UNDERLAYMENT
6W CORROSION RESISTANT BASE FLASHING - PER SPEC
PRE04GINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION ORALS
NOTE: ALL ROOFING MATERIAL IPER ELEVATION) SHALL BE INSTALLED
PER MANUFACTUREWS INSTALLATION RmucnON. VEVY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
RROOIF TO WALL AT RAKE
�
�,�LE --
&INDWII _
WATERPROOF WALL FINISH TRANSITION VARIES
BY ELEVATION. REFER DETAILS AND SPECS
FRV
'�=O.W.
—10.A.
TYP. WT. CLG.
MATSIJAL - PE 'C
M
DRP EDGE CRACK COMM AND WEEPS
REFER DETAILS AND SPECS
REFER TO STRUCTURAL
FOR TRUSS TO WALL
C ON ECTI.ON
TE BEAM
REFER SIRUCFURAL
Ir CMU BLOCK W:R STRUCTURAL
TYPICAL STUCOD FINISH ON BLOCK PER
WE
TYFCAL INTERIOR WALL
PHISH AND INSULATION
OVER k= PER M
WAINSOOTr PER HEY. PIER SPEC
VERIFY FOUNDATION PROFILE VAR13 BY
TYPICAL BASE
LOCA71ON / CONDITIONS
PER SPEC
FSS STRUCTI)RAL
VERIFY DETAIL FOR TERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION AND
MATEIIAL
FIN. FL.
REM TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 2-STORY WALL SECTION
NOT TO SCALE
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VA.B. LATH AND STUCCO) - PER SPEC
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ROOF CEMENT
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PRE-84CANF-RM WOOD TRUSSES SEE
STRUCTURAL AND TRUSS DRAWINGS FOR
SPACING AND CONNECTION DETAILS
TYPICAL EXIERIOR WALL ASSEMBLY - SEE
STRUCTURAL DRAWINGS
NOTE: ALL ROOFING MATERIAL (PER ELEVATION) $HALL BE WALLED
PER MANUFACTURM INSTALLATION wmucnON. VERIFY ROOF
SHEATH14G WITH STRUCTURAL DRAWINGS
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PER STRUCTURAL DWGS.
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RECOMMENDATIONS
CAULKING -TYPICAL
WINDOWASSEMBLY
INSTALLED WITH
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BEAD AT RANGE PRIOR TO
INSIALLATION
NOTE WINDOW ASSEMBLY TO BE FAMED 70
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
HEAD AT FRAME WALL
51-ALE: 3"- P-O"
HORIZ LAP SIDING INSTALLED PER
MFR!S INSTRUCTIONS o/ BUILDING
PAPER 0/ SHEATHNG AS
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STUCCO, FINISH COAT o/
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INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
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SCALE: 3"- 1'.0"
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VERSION: 5.0�
MISC. DETAILS
IA-3-4�
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 SECTIONSMETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING.
6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
CONTACT THE ENGINEER.
7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS- ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT,
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS'CONCRETE SCREW AND'MASONRY SCREW SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON 11.
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES.
11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILTI 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 PSF
ROOF TOP CHORD DEAD LOAD (TILE)
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
TOTAL LOAD
I
LIVE LOAD
MAX TOTAL
DEFLECTION
ROOF TRUSSES
L/240
L/240
1.
I FLOOR JOISTSTrRUSS
L/36o
L/480
1/1,
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
WINDCRITERIA: TORNADO WIND SPEED
BASIC WIND SPEED -140 MPH
EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS
SEISMIC DESIGN CATEGORY
4. EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP =40 PCF
WALL BRACED AT TOP =55 PCF
5. GUARDRAILMANDRAIL LOADING:
ALL GUARDRAILMANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APIL
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 NTH 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 KANDRAILS AND GUARDS."
CONCRETE NOTES:
1 . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332"RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE�.
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM C1 50"SPECIFICATION FOR PORTLAND CEMENT."CONCRETE
SHALL BE NORMAL WEIGHT, UNLESS INDICATED OTHERWISE.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES."
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:
SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 314" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1/2"MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE IFOLMATICIN) AGAINST EARTH: 3"
FORMED CONCRETE: 1-1/2- (#5 REBAR OR SMALLER) 2� (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8"
S. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
__--- '1-1-UTnAWSWASPECIFICATION.
CONCRETE NOTES (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 2500 PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI
11. CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING
CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN
SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO
WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY
TEMPLATE TO WITHIN A 1/EV'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 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 1 " MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2"SIAB: 8 FEET D.C. EACH DIRECTION
4" SLAB: 10 FEET D.C. EACH DIRECTION
WELDED WIRE FABRIC (W.W.F.) 6X6-WI.4XWI.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE I/Z'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 C1 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.
is. 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 OWNERS REPRESENTATIVE.
2. TOP OF SPREAD FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES
FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING A
MINIMUM NET ALLOWABLE BEARING 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 WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECTIENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK
BACKFILLING:
I . 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 ANDIOR
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 8 INCHES.
MASONRY NOTES:
1. CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACi 530,"BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES"AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 530.1, -SPECIFICATIONS FOR MASONRY STRUCTURES.-
2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Pm = 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/UME OR MASONRY CEMENT FOR MORTAR.
5. GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSI.
6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM 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 NTH (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
B ND DIAMETER
ACI HOOK
#4
20"
3"
1 ly,
#5
25"
3-3/4"
10.1
#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 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH PM.
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.- INDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH"PANEL DESIGN SPECIFICATION."AND
SHALL CONFORM TOWOLUNTARY 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 3"x3"x0.229'WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING= T-O"O.C.
REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 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 NOA /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
FB=875PSI F�=425PSI FT=450PSI Fc=1150PSI Fv=135PSI E=1400KSI
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 MAILED VOTH
NOT LESS THAN (8)4162"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 BET -TER WITH BASE DESIGN VALUES:
F�= 1100 PSI F,= 565 PSI FT= 675 PSI Fo= 1450 PSI Fv= 175 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%_
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MICROLLAM LVL PARALIAM PSL TIMBERSTRAND LSL
E = 2000 KSI E 1800 KSI E 130D KSI
F, = 2600 PSI F� 2400 PSI FB 1700 PSI
I') - 'BOOZER BEAM 2. 1 E ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 PIS 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
TONGUIE-AND-GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.1 3l"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 (l)-2X JACK STUD AND (l)-2x KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (I)-2x JACK STUD AND (l)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N-O ON DRAWINGS:
WINDSPEEDOF
< - 140 EXP. C
WALL HEIGHT
SFT
9FT
I OFT
STUD
SIZE
HEADERSPAN
(FT)
4
1J/IK
1J/IK
1J/IK
6
INIK
IJ/IK
=IJ/2K
8
1J/IK
I J/2K
I J/3K
10
1 J/2K
I J/2K
1 J/4K
2x4
12
1J/2K
1 J/3K
I J/4K
14
1 J/2K
I J/4K
ENG
16
1 J/3K
I J/4K
UNG,
ENG
L
18
1J/3K
-
WIN SPEEDOF
< = 140 EXP. C
WALL HEIGHT
8FT
9FT
I OFT
STUD
SIZE
HEADER SPAN
IT
4
IJAK
IJ/1K
IJ/IK
6
IJ/IK
IJ/1K
1J/1K
8
1J/IK
1J/1K
1J/1K
10
1J/IK
1J/1K
1J/IK
2X6
12
IJ/1K
1J/1K
1J/1K
14
1J/IK
I IJ/1K
IJ/IK
16
IJ/I�JMK.
IJ1IK
18
1J/IK
I 1,111K
I 1J/1K
13.WALLS SHOWN 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 2X OR METAL STUDS (18
GA. MIN.) @ 24- D.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERSIBEAMS SHALL MATCH THE
GIRDEFVBEAM PLY COUNT WITHIN 1/2" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDER/BEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(l).
17. FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
CONFORM TO ASTM D 5MS.
JURISDICTION SPECIFIC NOTES:
I . FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
BALCONIES A 1/2� (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER's REQUIRMENTS AND [CC -ES EVALUATION
REPORT ESR-I 495 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[rPI 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 UPLIFTILATERAL 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) SHALL 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:
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 NTH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12- LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE:
A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2" THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND
7-1/2" MINIMUM END DISTANCE IS A DIRECT 11 REPLACEMENT FOR A 1/2- DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
INTO GR= FILLED MASONRY (GFCMLQ:
A 1 /Z'x6"TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8"
O.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7- EMBEDMENT AT 6-0"O.C.; LIKEWISE A
1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 2-8"
O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WTH T' EMBEDMENT AT W-0- D.C..
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
� 140
140
11-91
1 50
1..1.
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" DETAIL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESSTHAN 1-1/2" FROM
THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL II.E. 3- LG. NAILS). WHEN GAP IS GREATER THAN
1-1/2", INSTALL NEW ANCHORS.
MASONRY WALL OVERHANGING SLA13
BLOCK OVERHANG REPAIR
< 5/8" NO REPAIR REOD
518" < OVERHANG , 1-112" 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 STILID&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
HOLF/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 (1 2)-1/4"XI-1/2"SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'#--SDS3 WITH (I 2)-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 16-GAUGE METAL TIE THAT IS AT LEAST 1-1/2"WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
000 Fieldstone N
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERI No. 8
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE .10 STATE OF
;4�� P
P.E.# 86025
06/20/2024
DATE
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3400 Auburn Rd
Suite 200
Auburn Hills, M1 48326
+1 248'622.4035
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12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
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C.O.A.# ARCHITECURE:
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0 BENJAMIN NIESE, PE
P.E.# 86025
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C.O.E.# ENGINEERINd-.----
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06/20/2024
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERING:
No. 86
29349
11 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
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06/20/2024
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C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
No. 86
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
BENJAMIN NIESE, PE
S F
P.E.# 86025
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06/20/2024
DATE
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3400 Auburn Rd
Suite 200
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+1 813.466.3310
www.fieldstoneae.com
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3400 Auburn Rd
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Auburn Hills, Ml 48326
+1 248.622.4035
DIMMER
Florida
12906 Tampa Oaks Blvd.
FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW
ON,THE CONTRACTOR IS RESPONSIBLE TO
Suite 150
AS URETHE DIRECT COMPLIANCEOFTRUS
S Tampa, FIL 33637
MANUFACTURER LAYOUT TO THESE
+1 813.466.3310
DRAWINGS &VERIFY ALL TRUSS
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WITHSTAND THE UPLIFT/LATERAL LOADS
www.fieldstoneae.com
IMPOSED.
IF ANY TRUSS CONNECTOR SHOWN IN TH
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THE TRUSS MANUFACTURER SHALL NOTIFY
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SEE R60/S4.1
ORO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
No.
29349
0 IBRAHEM ELAYEB, PE
4: z
P.E.# 91476
411, -�
0 BENJAMIN NIESE, PE
E OF
P.E.# 86025
06/20/2024
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SCALE: 1/41'�
NOTES:
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C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349 ___10
13 IBRAHEM ELAYEB, PE
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# 86025
06/20/2024
DATE
UNLESS OTHERWISE NOTED ON PLANS:
I ALL TRUSS STRAPS TO MASONRY ARE I
BE META16.
2 ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H10A. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTE
THROUGH EXTERIOR SHEATHING. (2)
H2.5A TO BE USED TO MULTI-PLYTRUS!
(1) EACH SIDE /8d NAILS MI - SIMPSO
H2.5A MAY BE USED ON =TRUSSES
ON THE EXTERIOR OF THE WALL w/Sd N
3. ILO TYP METAL TRUSS CONNECTORS,
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FOLLOWING:
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SIMPSON SDWC15600
3) MULTI -PLY TRUSS REQUIRE (2)
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BOND BEAM IDOUBLESOMIC DOUBLE WMIC: CONFIGURATION B DMISLE So"Vo CONFIGURATION 0 TRUSS wl (3) 16d GUN NAILS
31
FDETAIL AT TYPICAL TRUSS %f HEEL _Vq �4 2��2(Y-25' CONFIGURATION (TRUSS OFFSET FROM STU INSTALLED THROUGH
PER PLAN L AT TYPICAL TRUSS I /. 1Z 20'- (TjU S ALIGNED WITH STUD) INSTALL THROUGH TOP INTO TRUSS/RAFrER INTO TOP PLATE BOTTOM CHORD OF VALLEY
ME 22 IT 22 /21 NSTALL THROUGH TOP R TRUSS NAILED TO PURUN .1
W/ HEEL 91/4' M OPT11 To TR TRUSS/RAFTEPLATED
OPTIMAL MAL P - ri
LATEIN USS/RAFTER W= 10d GUN NAIL0 8' D.C.
N FW��� R 3 M ME MP PLATE SM CONNEMNS 11/01/2023 TRUSS VAUff SET DER RUE 11101/2023
NMW R' rRO F TRUSS �O'N' R06 --
(RO F TRLW �O " �T'L USS
\,__/NOT TO SCALE RWM-010 RIAW-020 R SN.-�TOSCALIE RWG-O6O
CONTINUOUS A CONT. 2X4 (MIN) w/ STIR CTURAL STRUCTURAL S 2X4 LADDER FRAMING AT 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA- END w/
SH SHEATHING PER PLAN TYPTRUS 24'
(2) 10d NAILS EATHING PER PLAN CONNECTOR (2)12dTOENAILS. NAIL SHEATHING TO BLOCKINGAT F O.C.
STRUCTURAL SHEATHING, SHEATHING, SEE pt�e O.C. REO'D AT OVERHANGS
2X4 BLOCKING AT 2�0` STRUCTURAL CONT. 2)1A w/ (2) PER PLAN
ISEE PLAN FOR PLAN FOR 2X4 OUT IGGER AT 24'O.C. RECeD AT GREATER THAN 12'. ATTACH TO Vw/ MIN. 8d NAILS. BILOCK4 BAYS BACK FROM GABLE TRUSS.
D.C. w/ (2) 12d TOENAILS A H OVER 12d NAILS TRUSS TOP CHORD w/ (2) 16d WHEN SECOND BRACE IS REQUIRED,
EA. END TO TRUSS ATTACHMENT) To RHANGS GREATER THAN 15'. OUTRIGGER TO NAILS AT 24"O.C. NAIL TO OPPOSITE SIDE OF BLOCKING.
PRE-ENGINEERED I Od TOENAILS (2) A35 @ EA. ATTACH GABLE DROPPED TOP CHORD
T a, O.C. TRUSS TO wl TYP TRUSS CONNECTOR PER PLAN TRUSS w/ (3)1 Od SEE REQUIRED
IS STRUCTURAL 1. AT VERTICALS X-6"TO 9�6USE ONE 2X4L` BACK
MANUFACTuRER
RUSSES AT 24"O.C. HORIZONTAL BRACE, TOENAILS BRACINGPERTIR S
PLA BOND =BEAM P=ER TOP PLATE ONE EA. SIDE STRUCTURAL SHEATHING
N AND WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE wl OUTRIGGERS PER PLAN 2. AT VERTICALS OVER 6'-e'TO V-4� USE (2) 2X4 '12 BACKS IT
SHEATHING PER PLAN PER PLAN f
8"CMU WALL, SEE META16 AT BLOCKING WOOD 2X4 BUD KING C& CONT. 2X4 (MIN.) W/ REO'D AT 170 MPH OR GREATER EA. SIDE) (OR FRAME PER CASE 3BELOW).
C
PLAN FOR VERT. REINF. EDGE NAILING SHEATHING EDGE (2) 10d NAILS
3. AT VERTICALS OVER S'W TO 13'4Y USE ONE 2X4U BACK
IN LIEU OF BLOCKING AND w/ (2) 10d @ EA. [ALT AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
NAILING SHOWN PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
EDGE END TO ADJACENT 2X4 LADDER FRAMING AT (REO'D AT 17DMPH OR GREATER)
WITHIN THE GABLE, IT Is TRUSS WEB 24"O.C. REO'D AT BLOCKING AS REQUIRED 3 RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
W&L BWING @ NIMM. W. WAL (WNSHEAR) 11101/2023 ACCEPTABLE To (OR OVERHANGS UP TO 15'. FOR BRACING BY TRUSS CONT. 2X4 W/ (2) 12d NAILS BLOCKING BELOW THE ROOF SHEATHING W1 (5� 12d'S AT EA.
USE BOTTOM RUSSTOP
R07 ' CHORD NAILING
�EDGE NAIL SPACI ATTACH TO T MANUFACTURER. END. IN ADDITI N TO THE SECOND DIAGONAL. A
(FZ; TO SCALE R��O NGTO r
Is AS 'HOWN) CHORD wl (2) 16d NAILS PERMANENTTRUSS STRUCTURAL SHEATHING SEE PLAN FOR
OTTOM CHORD OF TRUSS LS BRACING PER TRUSS STRONGBACKO
TO TRANSFER LOAD AT 16"O.C. ATTAIS ALSO REQUIRED AT THESE VERTICALS AND
TOE-NAI 2X4 BLOCKING C@ GABLE TRUSS SEE REQUIRE[) MANUFACT RER@lV.a' PRE-ENGINEERED WOOD ATTACHMENT OF MUST BE CHED TO EA. 'L" BACK WITH (2) 12dS AND ONE
L SHEATHINGEDGE.1 W/ BRACING PER TRUSS MAX. SPACIU TRUSSES AT 2'.0'O.C. MAX. ALL STRUCTURAL SIMPSON H5 OR ONE USP FITS CONNECTOR.
VERTICAL WEBS AS
STRUCTURAL EDGE NAILING (2) 1 Od @ EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4 F SHEATHING.
SHEATHING PER PLAN TO ADJACENT STUD (i.e. BSCI RECrMTS) WITH BLOCKING C ASCIA SIDE NAIL ALL'U BACKS AND STRONGBACKSw/ 12d'S AT6'
SHEATHING FRAMING SHEET (SEE AR H DWG.) 2x SHTG.
RE -ENGINEERED A -A A -A EXTENDING A MIN. OF (3) LOC O.C. NOTCH'12 BACKS AT TOP AND BOTTOM.
DROP
F
A 24W
T
VERHS
M'N` C
I ' 2, ' A A H To
R OW ) IS
(2 'd
'THING
'LAN
SEE PLAN FOR
M TZ
A A H EN
ALL STRU.TU
SHEATHING
A -A I F;
SHEATHING TRUSS NOTES B KING
T USS
RP ES AT 24 D.C. TRUSS BAYS PLACED
BETWEEN PERMANENT
....... 0 13 PRE-ENGINEERED WOOD
TRUSS STRAP PER PLAN (3� 1 DO NAILS (jP (3) 1 Od NAILS 9 TRUSS RACING TRUSS ANCHOR TRUSSES AT 2'-O'O.C. MAX.
EA. TRUSS *MOX-S TRU SS 0 (RESULTING IN 5�0` MAX. PER PLAN
NAILBOTTO CHORD PROVIDE ?X8 E w/ 1/2'DIA. I
S W/ CHOIR PT PLATO'O.0 MAX w/ OVERALL BRACING) FASCIA (SEE ARCH
LTS a 4, DRAWINGS
OF GABLE TRUS ANCHOR SO CIVIL! WALL PER PLAN
0 C L w S
S
12d AT4"O.C. PL WASHERS AND 7" EMBED N( 2x
FOR 11 M O.'ZON SHEATHING PER PI AN
A. HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN TRUSS ANCHOR
MASONRY
EXTERIOR 'OR MASONRY WALL, BOND BEA , UNTEL BEAM, FIRST 3 BAYS OF PER PLAN
8.0 MN-1-1 0
U WALL, A71SIHEATHING PER PLAN � SEE PLAN FOR RAKED BEAM PER PLAN. MOR RAKED FRAMING TO
I ... WA SEE IMAN FOR MIGIOD) B R FRAMING PER PLAN
ATTACHMENT OF ALL EAM (jP VAULTED CONDITION, SEE PLAN PERMANENT BRACING
91 kd'W VERT. REINF. STRUCTURAL SHEATHING. AND DETAIL. w/ 1 Od 9 4' O.C�
END TRUSS BRACING DERIL 11/01/2023 H HIP TRUSS BRACING DETAIL @WON HIP) 11101/2023
-- — TP
w- R;ZO-090 EPP ROOF RWIVIAOO
CONT. U4 � (2) TYP TRUSS
12d NAILS CONNECTOR PER PLAN
-X
BE WIDTH HOUSE WI D1OT%H SHEATHING PER PLAN
.X" - 10% -X = 10%
HOUSE WIDTH HOU STRUCTURAL
- BRACING PER TFUSS
2 (a) 2 3 2 MANUFACTURER STRUCTURAL
CONT 2x FASCIA PER SHEATHING PER PLAN
ARCHS W (2)12d NAILS
x PRE-ENGINEERED
ZA�'1'
ING PEI
WOOD TRUSSES AT
7- 0 0 MAX
RIDGE
RIDGE b BLOCIONG TOENAILED,
3 TRUSS BAYS BACK
FROM GABLE END
GABLE END GABLE END
x STRU 2-X4 BRACE
OCION SHEATN'A.RERP
- 11ONRY
x :xz SHEATHINGPERPLAN
BOSTON HIP H2.6A @ EA. OVER
!711-P 3 FRAMED TRUSS
Rn
2A BL PLAN
BETWEEN TRUSS MM
ROOF SHEATHM NAILS ROOF FASTENM ZONES
LINTEL SEE
SHINGLE: 1 1 1 2 1 3 END PLAN FOR REINFORCEMENT
7/16"SPAN RATED SHEATHING Sd RING PANEL EDGES @ SUPPOFTS (1) 61 D.C. 6"O.C. 4'O.C. H2 5A @ EA TRUSS TIE PER PLAN
OR SHANK palm VEFIFAM�D TRUSS
TILE 15132' SPAN RATED SHEATHING 0.1 13'. 2-3/8'
'a PER PLAN
OR PANEL FIELD (1) 61 D.C. 6"O.C. 61 D.C. E: �E NT.'U N.
METAL: 15/32'SPAN RATED SHEATHING - W1 . * FRAM.G PER PLAN
NOTES: SEE PLAN WOOD
1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL. FOR ATTACHMENT
2 EDGESPACINGALS APPLIESO R GABLE END WALLS OR TRUSSES. 091PNOW0011TAL M01)(11"' 2023)
3� FASTENING ZONES 20AND 3 ARE VEE UAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION"r OFFSET FROM ROOF EDGE.
Q
30'WIDE HOUSE = VZONE, 40. WIDE HOUSE =,V ZONE, 501 WIDE HOUSE = UZONE, 601 WIDE HOUSE = 6 ZONE RWG202f 449)
(- F 11EATHNI ATTAIIIEW DAIMI
1r (MAXIMUM �OFI s. IVIPH 1
IR 1
RWG.110
2X BILOCIONG TOENAILED.
THREE TRUSS BAYS BACK
FROM GABLE END
STRUCTURAL SHEATHING
PER PLAN
BOTTOM CORD OFVALLEr
TRUSS "LED
TOPURUNe11DdGU NAIL
CONT &FASCIA
PER
ARCHS./
SI%.1,1d N.AILI
H2 SA 0
PRE ENWEREDWOOD
TRUSSES AT 2 V O.C. MAX
CONTINUOUS
SHEATHING
EDGE
"UNG
PER PLAN
(2)SDWC156DO - IN
SCREWS FROM
Top PLATES TO wom
TRUSS @1w
D.C., (1) EA PLY.
2X4 PURUN @
EA VALLEY
TRUSS. NAIL TO
COMMON
TRUSS Wl (3)
1WNAILS
I UPUFF7�UE 101 TRUSS WCATIO1 DOES 1OTEFED 1 110- UPUFT
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F VALLEY
MANUF TAUSS&I0 0'
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3400 Auburn Rd
Suite 200
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+1 248.622.4035
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12906 Tampa Oaks Blvd.
Suite 150
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+1 813.466.3310
www.fieldstoneae.com
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SHEET NAME
DETAILS -
ROOF
SHEET #
S41. 1]
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PAINAE'L EDG
FIEL
I B KING
REQUIRED (MIN I
SIZE
LING TSPACIDG
RLE0QCIRED
7/19'
Od
TO.C.
12, D.C.
I
I ALL EDGES
SHEATHING
PANEL EDGE NAILING
NOTE: PROVIDE BLOCKING
AT ALL SHEATHING EDGES S
A
STRUCTURAL
SHEATHING
SINGLE NAIL EDGE SPACI
i/2S
DOUBLE NAIL EDGE S��
EXTERIOR WALL SHEATHING
SHEATHING
AIL
PAINELEOG E
FIEU)
BLOCKING
REQUIRED (MIN )IN
S IZE
I NAILING
SPACING
R EQUIRED
7/16"
I 8d
I TO.C.
1 12"O.C.
1 ALL EDGES
SHEATHING
;1 S
318"
STRUCTURAL SHEATHING
FIEL D NAILING,
SINGLE NAIL
EDGE SPACING
PRE-ENGINEERED TRUSS PER MANUF (jP 24- O.C. MAX:
ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN)
(6) 0.148W FACE NAILS THRU KING
STUD TO HEADER (MIN. 3 EA PLY.)
HFAnFR qTRAP RPNMW PPR TM P
ULT BASIC
WIND SPEED
HDR MAX
CLR SPAN
STRAP
REQ'MNT
< 140 MPH
4 FT
LSTA18
<MMPH
9 FT
MSTC28
�IAAMPH
.9 FT
MSTA1.
SHEATHING PER PLAN
AT FOUNDATION CONDITION - HOLD
DOWN RROUIREMENT PER TABLE
ULT BASIC
HDR MAX
WIND SPEED
CUR SPAN
HD RECrMNT
�14OMPH
4 FT
DTT2Z .1 (8)-1/4.1 -1/2'
& 112'xTTITEN HD*
<14OMPH
9 FT
H774 wl (18II-0.14WA-112'
KING & 5/8".6"TRIEN HD'
<16D MPH
5 FT
DTT2ZW (8)-1/4'x1-1/2-
& 1/2"x6'TITEN HD'
(2)-2x TOP PLATE
EDGE NAIL SHEA1
PER TYP SHEATH]
# OF JACK STUD!
PER PLAN OR
GENERAL NOTES
r T
INSTALL SIMPSON SSP PLATE TIES 0
9" D.C. ALTERNATING SIDE OF THE
WALL FROM TOP PLATES IffrO RAISED
HEADER BELOW OVER OPNG, TYP.
TYP TRUSS -TO -TOP PLATE
CONNECTOR PER PLAN
HEADER PER PLAN, (2) PLY.
MIN. ADDITIONAL JACKIKING
STUD CONNECTOR
REOUIREMENTS PER PLAN.
JND OPING
REOMNTS
2XFRAMING BELOW WINDOW
OPINGS PER PLAN; OMIT AT
DOOR OPINGS, TYP.
AT 2-STORY FLR-TO-FUR
CONDITIONS (IF APPLIES):
(2)-2x TOP PLATE
(6) 0.14WxT FACE NAILS
THRU KING STUD TO
HEADER (MIN. 3 EA. PLY.)
.. .._ — — .
ULT BASIC
WIND SPEED
HDR MAX
CUR SPAN
STRAP
RECYMNT
�14OMPH
4 FT
I
LSTA18
�1 40 MPH
9 FT
MSTC28
<IGOMPH
5 FT
MSTA24
ULT BASIC
WIND SPEED
HDR MAX
CLR SPAN
HID REGMNT
:S1 40 MPH
4 FT
CS16x4Ir ILE.
<14OMPH
9 FT
(2) CS16x4Ir LG
2X CRIPPLE STUDS (9 16- D.C.
OVER HEADER, TOP/BOTTOM STUD
CONNECTORS PER WE OIS4.2 TYP.
ALT. HEADER CONFIGURATION
(FOR INFORMATION BEYOND BREAKUNE OR NOT S14OWN REFER
TO STID HDR CONFIGURATION)
MITER LINTELS BY
BELOW FIELD CUTrING
#5 REBAR IN VERTICAL
2X4 BLOCKING #SCORNER DOWELS INSIDE
STUD SPACING PANEL EDGE 2x STUDS, SPACING PER 16x48"LG (0 AND OUTSIDE OF VERTICAL
PER PLAN SHEATHING SPLICE - SAME NAILING #5 BAR AS SHOWN
'SOTT.
NAILING THICKNESS AND STRENGTH AXIS _1_1__j %�] PLAN/NOTES TYP. U.N.O. STD HEADER CONFIGURATION - APPLY (1) STRAP TO JACK STUD W1 PRECAST UNTELS
PER PLAN ORIENTATION AS WALL SHEATHING CHORD (VIEWED FROM INTERIOR) ..... STRAP & (1) STRAP TO KING STUD FILLED WITH GROUT
AT CRAWLIBASEMENT CONDITION, TITEN HD SHALL BE SUBSTITUTED FOR ATR
OF SAME DIAMETER DRILL & EPDXY 6- MIN EMBED TO FOUNDATION WALL 0'.
_��MICAL SHEATHING DETAIL 11/0112023 END SHEATHING DETAIL 11/01/2023 r TYPICAL OMING @ BEARING WALL (FL/CCD) 11/01/2023
W02 90 DEG. CRNR DETAIL
I. _ wl COLUMN BEL 2/2812022
WGW-010 NOT TO SCALE WGW-050
E) V;Z-020 W25
WGM-250
iNT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE:
1x CUSTOM P.T. BLOCK TO 2K OR GREATER BUCK TO EXTERIOR CMU WALL
1 x WOOD LIIIABONRY MASONRY
1 x P.T. BUCK MATCH FRAME WIDTH, BUILT-UP THICKNESS � 2
ATTACH ATTACH W'T"NAILS @ IV' 1/4" = 1/4"x4" MASONRY
FROM ENDS AND 12'O.C. SCREWS 9 4. FROM ENDS GARAGE DOOR AND
WINDOW PER REMAINDER. ATTACH AND 12"O.C. REMAINDER. TRACK, INSTALLED PER
FLORIDA WINDOW THRU BUCK INTO w/ 1 114" EMBEDMENT MANUFACTURERS
PRODUCT MASONRY PER FLORI A SPECIFICATIONS.
ARPRIZIAL PRODUCT APPROVAL
PRAMIR ELEVATION 2X6 WOOD BUCK ANCHORED
TO CMU wl 1/2'x S-L' BOLTS
OR 5/8. 6"SIMPSON TITEN
HD'S./2"WASHERSAT24"
rFRAME To 8_ D.C. & MTHIN WOF TOP AN
UC
7
_':�TMCAL WNWWATTACHMENT DETAIL K ED
12J17/2D21 BOTTOM, OR (2) ROWS OF "'.
I.— I TO MASONRY . 3"MASONRY SCREWS (�� 12"
(E�NG"& SCALE WGM-140 0 C. STAGGER ROWS 6'
DOUBLE b TOP TOP PLATE CONNECTOR
PLATE
SPACING PER PLAN (CHOOSE
MID SPAN BLOCKING
ONE)
BETWEEN EACH
a. (1) SPH4 @ 2X4 WALLS
STUD, U.N.O.
(1) SPH6 @ 2X5 WALLS
X
b. (2) H2.5A (ONE EA SIDE OF
BOTTOM PLATE CONNECTORS, -
PLATE)
SPACING PER PLAN (CHOOSE ONE):
.. (1) SP2
a. (1) SPH4 g 2X4 WALLS
d. (2) SDWC15600
(1) SPHIS @ 2X6 WALLS
e. STRUCTURAL SHEATHING &
b. (2) H2.5A (ONE EA SIDE OF PLATE)
PER PLAN
c. (2) SPI (ONE EA SIDE OF PLATE)
SNAILING
HEATHING PER PLAN
d. (3) SDWC1 5450 SCREWS
2x STUDS AT 16'O.C.
e. STRUCTURAL SHEATHING &
2x BOTTOM PLATE
NAILING PER PLAN
PER PLAN
BEARING WALL UPLIFT
w/
ff
8/27/2021
ISLOAD
W�Z 05
EXTERIOR CMU WALL
WOOD BUCK ATTACHMENT: 1/4DRIVE-IN ANCHOR
INT. FINISH at OR GREATER BUCK TO MASONRY DOUBLE 2x TOP PLATE
A 1xWOOD BUILT-UP THICKNESS 1 21W = 114')W GARAGE DOOR AND
S RUCTURAL SHEATHING MASONRY SCREWS @ 4' FROM ENDS "0
&T 2x FRAME WALL wl P.T. 2x P.T. BUCK TRACK, INSTALLED PER
ATTACHMENT PER PLAN SILL PLATE, PER PLAN AND 12" D.C. REMAINDER./ 1 1/4" MANUFACTURERS MID SPAN BLOCKING BETWEEN
2x STUDS SPACING
ANCHOR BOLTS OR STRAPS ATTACH DOOR PER EMBEDMENT SPECIFICATIONS. EACH STUD AT FRAME W= PER GENERAL NOTES
SEE GENERAL NOTES, U.N.O. FLORIDA PRODUCT wl PLATE HEIGHT E U.N.O. PER PLAN
APPROVAL ALTERNATE: TALLER, OTHERWISE MAY OMIT.
Ix CUSTOM PT BUCKTO MASONRY 1/2'. 2 1/4'H
MATCH FRAME WIDTH, ATTACH w/'r ANCHOR OREL.T= 1 1/2'
NIU WALL, BOND BEAM BRICK PER NAILS @ 4' FROM ENDS AND 12' O.C. qjrR EMBED INTO MASONRY (1) PER PLATE SHEATHING
FFRA-M-E7 BRACKET 2xI SO PER PLAN
To
BUCK INTO MASONRY PER FLORIDA MATCH N. TVTOML WIDTH
&VERT REINF. PER PLAN MOLD REMAINDER. ATTACH DOOR THRU 0
FINISH PER MASONRY rN
Ile ELEVATION PRODUCT APPROVAI Ift
- __ 0 1-:3 Vo
FRAME WALL ON MASMRY WALL TWA DOOR ATTACHMENT DUAL TYPICAL GARAGE DOOR ATTACHMENT 11/01/2023 LOAD BEMARING WALL W/o UPUFT 11/01/2023
11/01/2023 11/01/2023
KLYNO� TO SCALE V;8�-150 KLI;&O-770 SCALE
K��N.-� TO SCALE VZ7121
EXT. WALL
PER PLAN
2X4 BLOCKING 9 24' D.C.
NA LED BETWEEN STUDS
W/ (2� EDO NAILS EACH END
INT.WAUL
PER PLAN
(2) 1 Od NAILS EN
STUD TO EA. BU
2X4 DBL.
TOP PLATE
BLOCKING
JSHWITH!
=ACE THAT
kDJACENT
:RSECTING
INTERSEC
�ALL BEYOI
PARTY OF
(TERIOR W
SILL PLATE
EN IN CON
d CONCRE
SHEATHING
PER PLAN
2x STUDS (P
16'O.C.
ENDSTUD
TO FLAT �T.OPBO
STUD / ER
0.162N3-1/2"
2xSTUD - STRUCTURAL
PARALLEL To I V1
SHEATHIN
r
OWNWIERM PER PLAN
TOW64
STUD-/
62'.3-1/2'
PAI I OLIED
- REBAR, CONT.
IN BOND BEAN
BOND BEAM
PER PLAN
#5 REBAR HOOKED
DOWEL
#6 REBAR VERTICA.
IN SOU FILLED
TOP OF HEADER AT
MTL STRAP LOCAT ON
BOTTOM OF TOP PLATE
MATCHES STID CONDIT�ON
"W
t, PLATE HEIGHT PER PLAN
CRIPPLE STUDS
(2)-2x CONT FLAT PLATE
USE (3)-2x PLATE AT DBL
V
MI STRAP LOCATIONS
I ER
END L CONTINUOUS DOUBLE
2x FULL HEIGHT KING STUD PER SC 2x TOP PLATE
_\ � , t, PLATE HEIGHT PER PLAN
w/ PEN. NUMBER PER PLAN
1111'
HEADER PER PLAN
0
z
I
2x BLKG USE DBL, OR
FLAT 2X BLKG C� DBIL OR 0
TWIDE MTL STRAPS
Ix JACK S TUD - NUMBER
PER PLANINOTES
WALL SHEATHING
PER PLANSISHEAR
WALL SCHEDULE
0
a
SINGLE, DOUBLE OR z
FLAT 2. BLOCKING, TYP.
(2) 2x SILL PLATE
SINGLE OR DOUBLE
PER PLAN, PLACED
BEHINDWALLSHEA
2x SILL PLATE wl SIL
PER
ANCHORAGE PER P
STRAP
LENGTH
STRAP
I # OF NAILS
@ _- END
END
LENGTH
STRAP
CAPACITY "S)
10610.131"W-112.
91
1030
_CS20
CS16
I(26)O.131'x2-1/2-
15-
1705
CP
5TRAP
IVER OR
HING
AN
7/1612021 CELLS, (SEE PAM
W18 FTAO SHEAR WALL 11101/2023
NOT TO SCALE WGW-180 S EBAR O.KED SrT \\\ A;W120
3'. 5" CLEAN ORO Fiel&tone
COMMON D CELLS
(TYP.) AT
A" C.O.A.# ARCHITECURE:
WEAVE BLOCK COURSES EVERY SEE FOUNDATION PLAN
AND DETAILS FOR
OTHER BLOCK (TYP.) C& EVERY FOOTING RBINFORCING ALA26002802
BLOCK TEE INTERSECTION REBAR PER
C.O.E.# ENGINEERING: No. 860
29349
AwLill z� 19 MMIENRZEDFIMMIETAIL 11/01/2023 E3 IBRAHEM ELAYEB, PE
. At� NO�TOSGALE ;;71. LO
P.F-.# 91476 _" .' 4
0 BENJAMIN NIESE, PE SQ I#E-0 -' 4'
R1
INT. WALL CDNNECTION M EXT. WALL 2/28V2022 TWICAL CMU INTERSECTION DETAIL 11/01/2023
R P.E.# 86025
06/20/2024
DATE
2E
E j
za 2
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
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2x KNEE WALL OR PRE-ENG FLOOR
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2. FRAME WALL PER PLAN,
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AND END GABLE TRU
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2x PLATE wl (2) Isd NAILS 9 is. O.C:
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PER GENERAL NOTES
TRUSS/JOIST
PANEL EDGE NAILING
PER PLANA
tf
BEAMIGIRDER PER PLAN
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SHEATHING PER INSTALL LSTA15 STRAP EA STUD,
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STRUCTURAL SHEATHING &
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2x FRAME WALL PER PLAN, CONT.
2. PLATE w/ (2�16d NAILS C& 16'O.C.
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
TRUSS PER PLAN
2x KNEE WALL OR
PRE-ENG TRUSS PER PLAN
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& VERT. REINF. PER PLAN
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TRUSS BOTTOM CHORD OR 2x I F ER
./ I Od NAIL TO EA VERTICAL & TO
BOTTOM PLATE/CHORD @ Is- O.C.
"NOTE:
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
2x FRAME WALL PER PLAN, CONT. 2x
2x4
STRUCTURAL SHEATHING &
2x FRAME WALL PER PLAN, CONT.
Zx FRAME WALL PER PLAN ODINIT
'EA TRU SS
PLATE w/ (2) 1 6d NAILS 9 EA TRUSS
ATTACHMENT PER PLAN, CONT
2x PLATE w/ (2�16d NAILS 6 C
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Zx PLATE w/ (2)16d NAILS @ i6' O.Q
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AN
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TRUSS TO MASONRY WALL
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MM 101ST TO FRAME V
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11/01/2023
11/30/2023
12117/2021
NOT TO SCALE
1��020
MOD-RB(L�;020�
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2x FRAME WALL PER PLAN,
'E
STRUCTURAL SHEATHING &
2x FRAME WALL PER PLAN
("
CONT. 2x PLATE w/ (2)16d
w' )6d
ATTACHMENT PER PLAN, CONT.
, I
NAILS 0 16- O.C.
6' 0 C
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TRUSS / JOIST 4R
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NOTE:
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8" CMU WALL BOND BEAM &
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11/0112023
�BMNG 2/28/2022
N
STRUCTURAL SHEATHING &
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THROUGH FLOOR SECTION
2� FRAME WALL PER PLAN, CONR.
2x PLATE w/ (2) 16d NAILS C& 16' OZ.
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
TRUSS PER PLAN
2x KNEE WALL OR
PRE-ENG TRUSS PER PLAN
8" CMU WALL, BOND BEAM
& VERT. REINF. PER PLAN
CONT. 2x4 BLOCKINGAFDGER
STRUCTURAL SHEATHING &
2x4 LEDGER OR TRUSS TOP
CHORD / (2)12d NAILS TO EA
W/ (3 )10d @ EA STUD & TOE
ATTACHMENT PER PLAN
WALL STUD (MAX. 16' O.C.)
NAILIEDTOEATRUSS
THROUGH FLOOR BE=
STRUCTURAL SHEATHING
STRUCTURAL SHEATHING
2x FRAME WALL P
T/
ATTACHMENT PER PLAN
& ATTACHMENT PER PLAN
CONT. 2. PLATE
NAILS @ EA TRUSS
TOP CHORD BEARING
PRE-ENG ROOF TRUSS PER
MANUF., STRAP PER PLAN
(2) 2x6 LEDGER w/ 1/4'x 5'
BIDS SCREW TO EA TRUSS
VERTICAL & TO BOTTOM
PLATE/CHORD 0 8`O.C.
.. NOTE:
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
CONT. 2x4 RIBBON
FLOOR SHEATHING &
ATTACHMENT PER GEN. NOTES
-ENG ROOF TRUSS PER
TRUSS PER= PRE U
MAN F., STRAP PER PLAN
CONT. 2YA RI TRUSS BOTTOM CHORD OR
8' CMU WALL, BOND BEAM 2x LEDGER wl (2)10d NAIL
& VERT. REINF. PER PLAN TO CONT. RIBBON C& 16' O.C.
DIETAIL 02 IS REQUIRED TO ACCOMPANY THIS DETAIL
2128/2022 FLOOR TO MASONRY WALL @ LOW ROOF 2/28/2022 FLOOR TO MASONRY WALL @ LOW ROOF 12/1712021
FLOOR TO MASONRY WALL @ LOW ROOF
(DNO_�_TO SCALE �;;-110 &N. 8140 �;471 30
STRUCTURAL SHEATHING &
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STRUCTURAL
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CONT. 2x4 BLOCKINGILEDGER
C SHEATHING
ONTINUOUS
TRUSS (OR CONTINUOUS AS
2x FRAME WALL PER
A M E W A LL PE R
3 0 d A
/ (3)1 Dd @ EA STUD & TOE
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,
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... NOTE:
@ EA STUD ABOVE To BEAM
13 IBRAHEM ELAYEB, PE
ILO CONT. WALL SHEATHING INSTALL LSTAI 5 STRAP
BELOW
EA STUD, CORNERS & FLANIONG ALL OPENINGS.
P.E.# 91476
CENTER STRAP AT TOP OF BEAM/GIRDER
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06/20/2024
DATE
fil"O
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8 & E
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Michigan
3400 Auburn Rd
Suds 200
A burn Hills, Ml 48326
+1 248.622.4035
Florida
Sufte 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
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FLOOR
SHEET #
S4.3_
2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER
W/ (8)iDd (0.14WX31 NAILS (2) 2X8 BEAM
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NAILS C& 8' O.C.. STAGGERED w/ LUS26 HANGERS
STRUCTURAL SHEATHING, REFER $! �OFFLOOR OOEL—
TO STRUCTURAL SHEETS FOR E V. PER PLANS A35 CLIP EA STRI=NG0 !E
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1 1/2"MIN.
1 W MIN GRASPABLE HANDRAIL I 1/2'MIN.
I 1/4'MIN. TO 1 1/2" MAX. DIA. HANDRAIL BRACKETS
TO BE CONNECTED TO RETURN HANDRAIL
FRAMING PER MANUF. INTO 1 x BACKER BD.
RECOMMENDATIONS
FLOOR JOIST OR TRUSS SYSTEM I 1/4'NOSING r
- DIRECTION PER STRUCTURAL STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER GREATEST VARIANCE BETWEEN LARGEST
REFER TO 2NO FLOOR JOINT DETAIL REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR TREAD AND SMALLEST TREAD SHALL NOT BE SECTION PLAN
BD. OR TRUSS PER STRUCT. FOR NAILING & OTHER REQ. NAILING & OTHER RED. GREATER THAN 318". GREATEST VARIANCE
INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REOLAIREMENTS
PER SPEC. RISER SHALL NOT BE GREATER THAN 311r.
PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES.
(REFER TO ELEV.) REFER TO TRUSS MANUR DWGS 12 REFER TO TRUSS MANUR DWG TAII DIMLI 11/01/2023
PER PER
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(OR TILE PER SPEC.) (OR TILE PER SPEC.) W;G-101
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PER SPEC.
BOND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS TRUSSMOIST
FLOOR TRUSS RMLESOM ATTACHED PER MANUR
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SEE STRUCT. FOR ffAGGEFIED
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40 WO.C. TO BEAM (9 Is- 0 C. TO BEAM
S/T400MEMINGERS w/ LUS26 HANGERS
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERING:
29349
13 IBRAHEM ELAYEB, PE
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, FIL 33637
+1 813.466.3310
www fieldstoneae com
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PRECAST LINTEL GRAVITY LOAD TABLE v4.21
LOADS LISTED HAVE BEEN CALCLXATED OR COW ILEDFRDM APPROVED MANUFACTURERS:
CAST-CRETE, LCITrS CONCRETE, QUALITY PRECAST CO.
MAXIMUM LOAD JPLF)
APPROX.
LINTELLENGTH
MAX.CLEAR
OPB41NG
TYPEA
8-UNTEL
8' TYPE B
rTYPEC
12'TYPEB
12-TYKC
14'TYPEB-
14-TYKC-
16'TYPEB
WTYPEC
20'TYPEB
20'IYPEC
24'TYPEB
24-TYKC
28"TYPEB
2rTYNC
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116,
2231
3069
3719
3280
5153
6607
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9502
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3069
4605
5206
6113
7547
8974
2001010
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3'6'
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2231
3069
3719
3280
5163
6607
8054
9502
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4605
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4'0'
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2561
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5206
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7547
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3100M
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2992
2931
3756
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4375
5206
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7019
8572
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34'
1217
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1999
2560
3132
36,116
4249
2349
3D90
4567
5365
4766
5817
7074
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5' 4'
4'0"
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3132
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4567
5355
4766
5917
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1631
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2549
30DS
3470
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1 4360
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1 4M
5817
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2177
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1 3490
3031
3707
4363
5061
2232
1 2177
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1 3490
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7' 6�
6 2'
570
991
1729
2100
263
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3191
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1626
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9'4�
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1625
2564
3496
2818
3302
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2245
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is"
2564
3w
2964
3397
1016,
92'
354
535
890
N/A
1247
2093
2777
2163
2536
535
1054
N/A
193
2D93
2781
22"
2615
111
1010,
325
567
890
N/A
13M
1846
1 2423
3127
4006
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/A
1366
31145
2923
3127
AM
12'T
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292
525
873
N/A
1254
1684
2193
2805
3552
525
873
N/A
1254
2694
2193
M
3552
12'6"
11'2'
-
277
471
755
NIA
213175
1428
1038
2316
28M
471
755
N/A
2075
1429
IBM
2316
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255
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1CY75
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1838
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2535
471
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424
1 706
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14'N
13'4'
N/A
N/A
NIA
N/A
NIA_
N/A
N/A
N/A
N/A
WA
A30
N/A
123e
2421*
1779'
21or
26152'
15"r
IN or,
-
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/;-
WA
710*
N/A
liar
1331*
15611"
W32*
24%'
17"V'
IV 01
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
5411'
MIA
952.
iur
1379*
1672'
199r
N/A
N/A
N/A
NIA
N/A
N A
N/A
N/A
N/A
420*
N/A
7W*
950'
n77'
14LV
2676'
20'Cr
Its"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
W_
1 BIND.
N/A
598*
1".
1214*
234V
24611'
NIA
N/A
N A
N/A
N/A
N/A
Z�A
�IA
N/A
'M
W90M
122D*
RECESS IJUNTELS
Type 8 = Continuous Grout, Steel pe r Plan In Bond Beam Only; Type C = Continous Grou t3teel p er p lan in Bond
LEGEND
[N 8x8 FILLED CELL W/ (1) - #5 REBAR
#[I] 8x8 FILLED CELL W/ (1) - #7 REEAR
FO� 8X8 FILLED CELL W/ NO REBAR REQD
45' CMU - FILL CELLS W/ #5 REBAR
2X12 FILLED CELL W/ #4 REBAR
(11N WALL)
12X12 FILLED CELL W/ #4 REBAR
(IN COLUMN)
ELEVATION INDICATOR
DETAIL INDICATOR
LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE (ALL WOOD HDRIS TO BE (2) PLY U.N.O.)
4�)_ BRACED WALL LINE
BEAMS
HEADER -WIDTH TO MATCH WALL
GIRDERS
-------------
PLUMBING WALLS (FOR REFERENCE)
-------------
BEARING/SHEAR WALLS (FOR REFERENCE)
ROOF BLOCKING
BALLOON FRAMED
WALLSIHIGHER BEARING WALLS
CONCRETE TIE BEAMS
PLUMBING PENETRATION FOR
FRAMING LAYOUT
FASTENERS
ALLOWABLE LOADS
CONNECTOR
CITY
I
TYPE
GRAVITY
(Ibli 0 1.0
UPLIFT (11,1) 0 16
=11
META16
8
0.148-xl-1/2�
1450
FI 340
F2 770
HETA16
9
0.149".1-112"
1810
FI 340
F2: 770
(2) META16
*I-
10
0.148"XI-In"
1875
FI : 690
F2. 770
12) META'6
A 2. mr 3-M,
14
0.1162"1,3-1/2"
179S
Fl. 1285
F2 . 1080
11) HETAII
'P '_0'
10
0.148".1-1/2-
1920
Fl: 68D
F2 : 770
(2) HETA16
2- or 3-,Iv
12 1
0
2365
Fl: 1350
F2 . 1430
HSTM16
s
0.148`4-112'
1110
FI; 120
F2 90
4
114'*1-3/4' CONC SCREW
LGUM28-2
6
3IB'x 4'TITEN HD
8250
2435
6
114". 2 1/2" SDS SCRE W
MSTC28
36
0.148".31/4"
3460
MTS 12
14
D.148".1-1/2'
990
(2) MTS12
_
0.148"xl-112�
19M
MTS26
14
0.148".1-1/2"
990
HU210-2
18
1/4' x 2 3/4" Pt SCREW
3500
ism
10
1 0.148� 3�
HYS26
32
0.148".1-1/2"
2.890
12)NTSI6
26
D.148".1-1/2"
1310
MTS20
24
0.248-Xl.1]2-
1310
LSTA12
10
0148".2-2/2"
925
LSTAIB
14
0.149-.2-1/2-
1235
LSTA30
22
0.148"x2-1/2"
1640
MSTA24
is
0.149"XZI/2'
1,640
(2) MSTA24
36
11148-X2112�
3,280
MSTA36
26
0. 148" X 2 212-
2,050
(2rMST 6
S2
OA48"X21/2-
4,100
MSrA30
22
0. 148".2-112"
2D50
MSTC28
36
M 148". 3 1/4'
3,460
MSrCS2
62
0. 141r.3-1/4'
4735
MSTAM24
9
0.148"X3"
1,425
5
1/4� X 2 1/4"
MSTAM36
13
0.148"X3"
IA70
a
114' X 2 1/4-
j2l MSTAM36
M
16
0.148' X 3"
114' X 2 1/4"
3740
M'C'
0
4-.2-1/4- CONIC SCREW
2800
�'IIA
MGT
22
0.148"x3"
3965
Fl 775
F2: 525
1
5t8"ATR
WT-3
16
0.149"x3"
10.790
2
3/4- ATR
VGTR � L
1
S/8'ATR
2225
Fj 650
F2 630
is
1/4".3" SDS
VGTRj'L
2
518'ATR
554S
FI: 650
F2: 630
32
1/4-.3- SDS
VGT
1
S/8'ATR
4940
Fl: 1185
F2: 590
1 16
1 1/4'�.3- SDS
(2) var
510-ATR
7185.2ply 3890.
3jAv
F! 4 1185
F2: 590
114"x3"SDS
DTT2Z
2
a
1/2' ATR
IJ4"x3"SDS
182S-2*4 min
21454212x4min
HrT4
I
S/8- ATR
3610
is
0. 148'.3-1/2'
HTTS
I
- -
4670
26
W -
HTTSKT
I
5/8'ATR
5445
26
SID #10.2-1/2'
ABU44Z
I
SIB" ATR
7570
12
0.162�0-1/2"
ABU66Z
1
5/8' AIR
18205
2475
12
0.162".3-1/2'
R2.5A
10
0.131".2-1/2-
s6s
Fl: 11D
F2: 110
HIDA
is
D-148".1-1/2'
1340
FI 1565
F2 :295
HIDA-2
is
0,148'xl-112'
1000
FI: 6
F2 : 260
MUC48
14
1/4-x2-3/4- CONC SCREW
3SDD
1135
6
0.148".3"
HUC414
24
1/4-W-3/4" CONC SCREW
....
201S
12
0.148",,3'
LUS26
4
0-248".3'
865
1165
SPH4
12
Dj4g`xl.1/2'
Side : 640
Cemer:1280
DTC CRIPS
4
3/16-x2-3/4' CONC SCREW-
Fl 85
F2 135
2
0.131- -In"
A35
12
Fl. 650
F2. 670'
SDWC15600
1
SDWC,56M
615
Fl: 130
F2 225
SCINVCIS450
I
SDWC15450
295
F2 150
HTU26
20
0.162".3-1/2'
3200
1250
14
01411"1(3"
LGU3.63-SDS
16
1/4" X 2 1/2-
6,720
5,555
12
1/4' X 2 1/2"
HCUB-SDS2.S
2
I-
7ts" R
7,870
27.
IIAI;�X�2 1 2' SDS
HDUII-SDS2-5
I
I" TfR
11,175
30
1/4-X21/2"S S
THD26
20
2' 2 '!'
214D
3240
20
1/2'
TH028-2
28
0,162"� 3
4310
4860
16
0.148" . 3
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAJUNG
MFR
MANUFACTURER
ARCH
ARCHITECT/ARCHITECTURAL
EO
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MC,
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
BOT
BOTTOM
FID
FLOOR DRAIN
Oc
ON CENTER
BRG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTVVN
BETWEEN
FIN
FINISH
OPP
OPPOSrrE
CANT
CANTILEVER
FUR
FLOOR
PEN
PLYWOOD EDGE NAIUNG
CL
CENTERLINE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT/FEET
REINF
REINFORCANG/REINFORGEMIENIT
CLI
CONTROL JOINT
GALV
GALVANIZED
REOD
REQUIRED
CUR
CLEAR
GOP
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRID
GRADE
SC
STUD COLUMN
COL
COLUMN
GWE1
GYPSUM WALL BOARD
SHTG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DEL
DOUBLE
HDR
HEADER
SPF
SPRUCE PIR FIR #1/#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
IN
INCH
UNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
140 MPH 2023
Fl. -C & C Pressures jAsD)
r-ble Rod Ccimpoirients
I
wwmft.0 nerilts
Z_ I
Z2
z7�---o
z
L3&5
--3
Z- 4
Z_ S
A>I00SCfT(Grd)
17,1
1
IT,
49
4 -7130.3
IA8�7
24.8
1 -36,5
31.1
-34.1
A�5OSCUFT(VVmd-I
1� Z
�313
40.4
19.2
1 -63.9
18.7
1 -36.0
1&7
1 -32.7
18.7
1 -4%9
A � 10SCiFT(Festeners)
92n
1. 1
1 -
171
1 49 A
' 3
1 - 5
27 2
1 -67.5
36.5
1 -393
36,5
1 -49.0_
Cornponents and aadding Pmsum (ASDI - 2023 R.
Positive Nezadw
INI Height Effectivie Premm Preswrw
DescrIllid Im Ud Ltd Area(fW Loft LRM
160M OHGD
---
16
7
132
30.8
-34.4
11068
w/30IDTR
ENDS
3
8
24,0
34,6
-45.1
3068
w/3010
4
3
8
24.0
34.6
-37.7
3080 DOOR
ENDS
3
8
24,0
34.6
-45.1
25SH
4
3
5.25
as
35.6
-38.7
BOSS SGD.
4
6
6.67
40.0
33.4
-36.6
2968 DOOR
4
Z67
6.67
1 17.9
35.3
-38.3
45
3
5
aO
35.7
-38.8
3050SH
5�6 5
3
5
15.0
351
-47.3
2040SH
ENDS
2
4
1 SLID
3&5
-49.0
6MSM
4
6
3Z8
-3&0
DESIGN PRESSURES SHOVIN ARE MINIMUM ALLOWABLE
VALUES, VALUES ARE TO BE INCREASED AS
REOUIRED BY MORE STRINGENT LOCAL REMMENTS
0@0 Fi(Adstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
13 IBRAHEM ELAYEB,
P.E.# 91476
N BENJAMIN NIESE, PE
P.E.# 86025
06/20/2024.
DATE
.8-6
OF
0
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E
.2 15
E
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t 2.F b
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
VERSI
SHEET NAME
REFERENCE
CHARTS
SHEE7 #
S-5.1-