HomeMy WebLinkAbout37778 Dusty Saddle Ln5 10 � EISENI 10WER CMU
Garaize Riizht - Elevation I
SHEETINDEX
FNUM5EIZ;
SHEET NAME:
NUM5ER:
SHEET NAME:
C5_
COVER SWEET
C5 3
SMARE FOOTAGE CALCULATIONS
F-1.0
FOUNDATION - SLAB PLAN
E-ID
ELECTRICAL PLANS FIRST FLOOR
E-20
ELECTRICAL PLANS SECOND FLOOR
4-1.0
FIRST FLOOR PLAN
A-2.0
SECOND FLOOR PLAN
P-0.1
PLUMBING R15ER DIAGRAM
A-3f
FRONT / REAR ELEVATIONS I / ROOF PLAN
A-3.1
SIDE ELEVA70NS 1
A-32
M15C DETAILS
A-33
M�55G DETfL5
A-3.4
M 5C DETA LS
4-4.0
BUILDING SECTIONS
ENERGY RECUIREMENT 5CPEDULE
EXTEROR WALLS (FRArE)
EXTEMOR WALLS (BLOCK)
EJSR
, � ��11
L
ATTIC CEILM
is
GENER4L NOTE5
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMW
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED - SUPPLEMENTED BY THESE
WINDOW INSTALLATION�
PLANS
1. WINDOWS SHALL BE INSTALLED AND FLA5HED IN ACCORDANCE LJITW THE
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING5
THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF
N5TRUCTION5 SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH LUINDOL)
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN
2023 FLORIDA BUILDJ�4. CODE, RESIDENTIAL OTH EDITION
-26 GAUGE (0,48 —� SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
OCCUPANCY: SINGLE FAMILY RESIDENTIAL
FLOOD ZONE REQUIREMENTS-
WAVE NO OPENINGS INTO THE GARAGE.
I PLAN MEETS OR EXCEEDS FE"A FLOOD FINISHED GARA-E FLOOR ELEVA71ON
�_r T'ON
Tt�
A. FOUNDATIONS AND 5UPPORT5 FOR OUTDOOR MECHANICAL 5YSTEM5 SHALL BE
1� 7 LL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA
BATH AREAS,
INSTALLED ABOVE THE B45E FLOOD ELEVATION AND SHALL AL50 CONF TO THE
ORM
BY NOT LESS THAN 1/2 INCH (1, 1 �) GYPSUM BOARD APPLIED TO THE GARAGE
1, INSTALL 2xA BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS SEE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
SIDE. GARAGES BENEATH HABITABLE ROOMS 544ALL BE SEPARATED FROM ALL
DETAILS.
HA5 TABLE ROOMS ABOVE BY NOT LE55 THAN 5/8 INCH (15.1b —) TYPE 'X" GYPSUM
5� AUXILIARY DRAIN PAN. CATEGORT' IV CONDENSING APPLIANCES SHALL BE
BOA1;D OR EQUIVALENT WHENZE THE SEPARATION 15 A FLOOR -CEILING ASSEMBLY
KITCHEN$:
PROVIDED U)ITHI AN AUXILIARY DRAIN PAN tUHERE DAMAGE 70 ANY BUILDING
THE STRUCTURE SUPPORTiN6, THE SEPARATION SHALL AL50 BE PROTECTED BY NOT
l� INSTALL 2X& BLOCKINC, AT 85 AFF ON CENTER FOR UPPER CABINET
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DFZ41N
LESS THAN V2 INCH (12.1 —) GYPSUM BOARD OR EQUIVALENT.
INSTALL4TION,
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS Or SECTIONS M14113.
EXTERIOR FINISHES,
jjkAN SHOWER AREAS
THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PER THE
INT, RIBER-CEMENT, OR GLA55 MAT GYP5Ur'I BOARD (NO GREEN BOARD
EXHAUST FANS AND VENTING,
CURRENT APPROVED BUILDING COCE AND A5TM C526. INSTALLATION OF EXTERIOR
ALLOLUED) IN COMPLIANCE WITH ASTM C1288, C1325, OR CIIIS AND INSTALLED WITL4 -8
1. OUTDOOR DISCHAFW.E. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
x 1-1/14" CIA6GERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS LJ/
SYSTEM SHALL BE DI__"ANr3ED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED
APPROVED BUILDING CODE AND ASTM C; 104.3
COATINi3 E44ALL BE USED AS BACKERS FOR JUALL TILE IN TUB AND SHOWER AREAS
INTO AN ATTIC SOFFIT, RIDGE VENT OR CRALLL SPACE.
AND WALL PANELS IN SHOWER AREAS.
Ec,RE.1r.5_
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
TFF;!MITF TREATMENT,
RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLITZ, UNIT AND SHALL BE
THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR- THE WINDOW MU57 HAVE A
TEWITE PROTECTION SHALL BE PROVIDED BY REGISTERED TEWITICIDES,
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
MAXIMUM OPENING WE 6,H7 OF 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR
INCLUDING SOIL APPLIED PESTICIDES, SAYING SYSTEMS, AND PESTICIDES APPLIED
TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER
Room
TO LJOCID OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
AREAS INSIDE THE BUILDING
USE AS A PREVENTATIVE TRE47MENT TO NEW CONSTRUCTION. UPON COMPLE71ON OF
2. IN MWEL-LiNC, UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE OF
3, DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH 544ALL BE
MORE THAN 72 INCHES ABOVE 7WE FINISHED GRADE OR SURFACE BELOW, THE
COMPLIANCE 544ALL BE SGUED TO THE 5UILDIW, DEPARTMENT BY THE LICENSED
DETERMINED BY ONE OF THE METHODS 5PECIFIED IN SECTIONS MTSC*.45.1 THROUGH
LOWEST PART OF THE CLEAR OPENING Or THE WINDOW SWALL BE A MINIMUM Or 24
PEST CONTROL COMPANY THAT CON74INS THE FOLLOWING 5TATEMEN71 "THE
M1502.453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM
INCHES A50VE THE FINISHED FLOOR- OPERABLE SECTIONS OF LUINOOLL15 SHALL NOT
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION Or
T14E COtNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET
PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE LHERE SUCH OPENINGS
SUBTERRANEAN TERMITES. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS
TER'IINAL.THE MAXIMUM LENGTH OF THE DUCT 544ALL BE REDUCED 25 FEET (162
ARE LOCATED WITHIN 24 INCHES Or THE FINI--44ED FLOOR PER THE CURRENT
ESTABLISHED BY THE FLORIDA DEPARTMENT Or A—RICULTURE AND CONSUMER
FOR EACH Ar, DEGREE (075 RAD) BEND AND 5 FEET (1524 —) FOR EACH SO
APPROVED BU ILDING CODE
SERVICES'
DEGREE (1,9> RAID) BEND THE MAXIMJM LENIGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT EXCEP71ON - LHERE A CLOTHES DRYER BOOSTER
FLA5WIW
ECWA�N HMO
FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM
1. FLASWING SHALL BE INSTALLED AT LUALL AND ROOF INTERSECTIONS, DECK AND
NE Y ULATIONS FOR HEATIW, AND COOLING CAPACITIES SHALL BE
E 9��
LE 3T" OF THE EXHAUST DUCT, INCLUOIWG ANY TRAN51TION DUCT, SHALL BE
WALL INTERSECTIONS. AT GUTTERS AT ALL CHANGES IN ROOF SLOPE OR DIRECTION
FURNISHED BY THE MECHANICAL ENCINEER AS AN ATTACHMENT TO THIS PLAN SET
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANLIFACTUfRER 6
AND AROUND ROOF OPENINGS
AT THE TIME OF APPLICATION FOR PERMIT
INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 500STER FAN 15 INSTALLED
AND NOT READILY ACCE5615LE FROM THE ROOM IN L.44ICLI THE DRYER 16 LOCATED,
2 APPROVED CORRO51ON-RES16YANT FLASHING -SHALL BE APPLIED SHINGLE
2. MECHANICAL APPLIANCES E44ALL BE ACCE5515LE FOR INSPECTION SERVICE
A PEWIANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO LA -ERE THE
FASHION IN SUCH A MANNER AS 70 PREVENT ENTRY OF WATER INTO THE WALL
REPA�R, AND REPLACEMENT WITHIMT REMOVING PEFUIANENT CONSTRUCTION, OTHER
EXHAUST DUCT ENTER$ THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER
CAV17Y OR PENETRATION Or WATER TO THE OUILDINC, STRUCTURAL FRAMING
APPIL ANCES, OR ANY OTHER PIPIW5 OR DUCTS NOT CONNECTED TO THE APPLIANCE
EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN"
COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
BEING INSPECTED, SERVICED REPAIRED, OR REPLACED. A LEVEL LLOSMING SPACE
WALL FINISH APPROVED CORROSION -RES ISTAN'T FLASHING SHALL BE INSTALLED AT
AT LEAST 30 INCHES (162 —) DEEP AND 30 INCHES (162 —) WIDE SHALL BE
4, PROVIDE BACK DRAFT DAMPERS AT NTA<E AND EXHAUST LOCATIONS AS
ALL REQUIRED LOCATIONS PER THE CqRRENT APPROVED BUILDING CODE.
PROVIDED IN FRONT OF THE CONTROL SiPE TO SERVICE AN APPLIANCE.
REQUIRED BY THE CURRENT APPROVED ITLJI�DING CODE
ISSUED: 4/30/2024
VERSION: 5.0
SQUMZE FOOTAGE
AH4R ASSET MANAGEMENT SOL Fr
HEATED AREA
Sq Ft.
MAIN LEVEL
C-1
SECOND LEVEL
1220
TOTAL AH4R SO, Fr. (SWCMVI)
2297
METHODOLOGY. ANSI Z765-20M
The Total area mWated from the outside-t—diside of framing, Including optional finushei
sho— This me exck4ft siainirel at highest II abm grade. garage. owered patio/p
&L
CODE,�;,,zt
ifqc;
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AND TH
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CONTILACTOR AW SITE FL"
OU,M C"MCT nESE
MAIII DO.OT C*fl-
VfCFIC SFOWIATM Fm
STNILICTLIZAL EL&DITS (TO BE
F%OYIDED By 9436EEIR OF
RECOOD) A� DISCIMPANCY
ID11194510I OFANTATICK ETC)
OFTWEE01 'W-SE DR�ALSCAA aiID
ASSOCIATED DRALW36 � STE
DRAIN" bk4LL K FIEPORTED TO
CONTRACTOR 7 ONCE AD NO
O"TIWION WALL PROCEED
INTL COPIIIIECTED. TIE
CiWhIACIDe Ast"f, TIE
FIESPONSMITY TO MEET Al
JECIIIIIIEMITS OF LOCAL BADW,
OFFrIALS 4 TO COPPLY Wri'Ll STATE
BLXDW. CODES
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77-
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X NOT VALE DRA~
lt� BULDM OPM�ATOW W
COWRACTOR AND bM PLANS
B0;CW CONSTRICTOt TWEbE
DWAIMA DO NOT CONTAIN
SPECF WORIAIICN FCR �
STRICARAIL ELEMD115 (TO BE
PplOvlCw 5T D� a
OIECOMDA ANT DSCPIEPANCY
(DPI)606 OPWATICK ETCJ
BEMM TWESS DRAWW AV TE
ASSOCIATED DRAJM�A MlVa am
DR490CA SALL BE FWPORMD To
COCRAVOR Al ONCE AND NO
COSTRE ION SNALI PRDCUD
LMX COPIWIlED Uf
CONTRACTOR ASBiM5 �E
IMSPONSIM" TO MMT ALL
IMCM&WS OF LOCAL &&DW.
OHFICALS 4 TO COMPLY WMW SIATE
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VERSION: 5.0]
S ARE FOOTAGE
OU
CALCUATN3M
cs-
— — — — — —
_LANAI 5LAB
4' COCRETE SLAB MIN. OVER 6 MIL
VAPOR BARRIER, SLAB SHALL BE OVER
CLEAN COMPACTED FILL J1 FIEIERMESW
UNIT SECURED TO
3.3'A/CN
LU w
SLAB MINIIJ/
FIBEWE514
I
11 6
— --
LJ k\\\\\\' L — — — — — — 7�
— — — — — — — — — — — — — — - 7ZI —
WB
r9
CONCRETE 5L,45
4' CONCRETE SLAB MIN. OVER 6 MIL
VAPOR BARRIER SLAB SHALL BE OVER
CLEAN COMPACTED FILL LUI FIBERMESW
11 4,
WVAC CHASE
BASED ON
LOCATION
ELECTRICAL
FOR
CONDUrT
ISLAND
-J
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- - - - - - - - - - - - - - - - - - - -
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A5LA#
GONCRET�k 5 L �45
4' CONCFi!ETE SLAB 11N. OVER E, MIL
RE
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APOR BARRIER. SHALL BE OVER
CL C, r D
CLEAN COMPACTED $L LJ/ FIBERtIE5W
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I
, 4' CONC: SLAB
4' CONCRETE SLAB MIN OVER 1, MIL
L)
MIN. LJ/ F15ER31*5W
VAPOR BARRIER. SLAB SHALL BE OVER
CLEAN CO=CTED FILL J1 FIBERr-ESW
I
2 - - - - - - - - - - - -
SLAB PLAN - ELEVATION min
Wma Wow PW7)
swig W-11-W P"
A
FOUND,4TION FLAN NOTE5
ALL WOW SWALL BE h STRICT GO-FLIANCE UTH EULDW,
CODE RE50WAL, AND COUNTY EUILONG, DEPARTMENT
STRIP TOPSOIL, TREES, STUlPS, ROOTS, ETC FROM ALL
AREAS U4ERE CONSTRUCTION UILL ODCUR UXO
FILL SHALL BE FRIl' Y C4MPACTED. CLEAR SAND/CLAY
MATERIAL FREE OF ROOTS OWANIC MATTER OR OTHER
INTERIOR BEARING, LOCATIONS SHOULD BE COORDINATED
lJTW TRUSS MARFArTURER A STRUCTURAL EWINEER
PROVIDE SaL TREATMENT AND VAPOR BARRIERS AT ALL
SLABS INTERIOR)
*a] AMH DEYELOPlENT
00 NOT SC" THESE DRAWW,5
VERIFY EULDW
, ORI:VATCN Wit
CCNW�TCR AND SITE PLANS
BEFORE COW5TIW TWE5E
DRALWA DO Wr CONTAIN
SPECIFIC INFORMATION FOR ANY
STMICIURAL ELEMENTS ITO BE
FROVICED 51 DeAffit OF
RECOIID), ANY DGCREPANCI
,DrEWbICWb OIWAT0( VCJ
KT&IN TWM ORAW" AND THE
AMOCITED DRALWA .1dV, VIE
DRAP" N44LL 15E REPORTED TO
COI(TRACTOR T ONCE AID NO
O"TRCTON $441. PROCEED
LWIL COPWCTED. THE
COW"WOR A&W-69 THE
IIESPONMLTY TO MEET ALL
REQUIREMENTS OF LOCAL aADW.
OFFICIALS 4 TO C411PLY UTH STATE
au'LONG CODES
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I VERSION: 5.01
FOUNDATH)N -
SLAB PLAN
-1.0 1
FLOOR PLAN NOTE5
FROVIDE 0'?MlNhft GYPSUM BOARD 5EPARATION AT 11ALLS AND �/8- TYPE X CEILINGS
IN THE GARAGE ADJACENT TO THE MAIN HOLISM AND ATTIC AREAS
WASHN6. MACHINE 15 ALUAYS LOCATED LEFT OF THE DRYER LINLESS NOTED OTHERU16E.
ALL EXTERIOR IIALLS AM DRALL14 AT V CM tN.E86 NOTED OTWERMSE.
ALL INTERIOR AND COMMON LUALLS ARE DRAM AT 3 1/2' LNLE86 NOTED OTHEIIWBE
WADER FOR FIRST FLOOR 15 AT S'-V* ./ S'-4"C.LG i SECOND FLOOR 15 AT T-0' V 8'CLG
14ANMIL HEIGHT 514ALL BE 36'MEAWRED VERTICALLY FROM THE NOSING OF THE TKAD.
(,) DENOTES EGRESS WINDOW
HANDRAIL
1-1/2" MIN
1-1/2' MAX MIN
If
:W
DIAMET
E
mL
t I I :ZRAIL
moj2g rL
�IDE ANDRAIL . C�LIAWE VT.
THE CURRENT APPROVED ISUiLDNG CODE.
5TAIR DIAGRAM
FDU)E)R-
1'-4"CLG
VINYL I'LAW
-----------
LANAI
S -4" CLG AFF.
SE
C
CONCRETE
A/C
0 3$�Z
&'-4"
25
1 25 EH
25 SH
25 54
2566
W,
aE37REAKFA57 NOOK
v v INYL PLAw cz
FAMILY
ROOM
3'-0' X 6'-0'
S.-4' CLG,
ISLAND
I
VINYL PLANK
2xb WALL 34 1/2'
AFF. W1 12" AR TOP
OPED CEILING LNDER STAIRS
4'- 1
V11-4. CLG
NYL. P A!n.
10
1
6 5
4 3 2
1 LP (11) RISERS
TO 2.d FLR
PANTRY
S -4- CL�.
IRS,
V TREADS e 10- U/ NW06m
v
SH
31
GARAGE LALLS
"ON
WITH LIVING AREA ZT HAVE
1/2' DRnXL BEPARATICN
MIR 20 MIN FIRE)
- - --
LOCAThONFOR�2)04
-------
IL
4 -E,
13'-10" AS CODE REWRES
1. 3`0
PER MARKET-
2 - GAR
T -C—�RXYER VENT OPT BOLLARD
A7CN GARAGE TYR
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'is
sox
.......... 9'-4" CLO AFF.
M':a- LAUNDR CONCRETE
ELECTRIC
AL
Lu I i
H�
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�LL
31W
PLANK
VINYL OPENING BY2
FOYER co
----------------- ----------------- --------- ------ :
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YL PLANK
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44L-1.1 31-4"
FRONT PO VERIFY
FIRST FLOOR PLAN - ELEVATION T
SOALE W-119 =
wmawlilr
m
6021 AM DEVELOFMENT
00 NOT SCALE THESE
VEMIFYSUILDw.m TATIONU17w
CCNTRACIOR AND SIM FLANS
BEFORE CONbTRXT THESE
VRAU!4256 DOW CONIAN
SPECFIC NFORUTION FOR
STRXTURA E.EMDftS (TO SE
PROVICED Dy ENGINEER OF
RECORD), ANY ISCKPAICY
'DIMENSIONS. ORIEWATION, ETCJ
BETILM THESE DRAV�S 410
ASWCIATED DRAWW,5 �/a SITE
DM41455 SHALL BE FEF� TO
CONTRACTOR AT oh"" Ao NO
C4>6TRUCTICN SHALL PRXEED
UNTIL 00MCTED TIE
CONTRACTOR ASS�6 TWE
RESPONSIBLLITYTOMET I
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OFFICIALS A TO OO"-LY WITH STATE
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FIRST FLOOR PLAN]
1- . o I' I
FLOOR PLAN NOTE5
PROVIDE /2'�MNrMtIM)GYPSM BOARD SEPARATION AT WALL$ AND 5�b' TYPE X CEILINGS
IN THE GARAGE ADJACENT TO THE MAN HOUSE AND A71C AREAS.
W4S44N5. MACHINE 16 ALWAYS LOCATED LEFT OF T14E DRYER LNLES6 NOTED OTI4ERWI5E.
ALL EXTERIOR WAI.LS ARE DRAM AT IS" CM LINLESS NOTED OT�IEIRWISE.
ALL NTERIOR AND COMMON WALL$ AIM DR41N AT 3 1/2" INLESS NOTED 0TWERIIIISE,
14EADER FOR FIRST FLOOR 16 AT W-O' wl 3'-4' CLG 4 SECOND FLOOR 15 AT l'-V' Wl 8' C-G
WANDRAIL HEr.WT WALL BE 36" MEAWRED VERTICALLY FROM UE NOSING OF TI-E TREAD
I-) DENOTES EGRESS UNDOW
DOC*m"lomu
OWNS
4&- Nomia
HVAC RAISED PLATFORM
HANDRAIL
1-1/2" MIN
��B-TL: I I '/'
LTo MIN
'-RETURN
T I HANDRI
SECTI "L
PIROVICE AANDRAIL IN COMPLIANCE Hmtw
TNE CURREN7 APPROVED MWILDINd. =E
5TAIR DIAGRAM
Em
.z:::i I
SECOND FLOOR PLAN - ELEVATIONT
rAiM
GRO21 AMW DEVELOPMENT
X NOT SCALE AESE DRAW66.
VE,IIIFY BUILDINS ORIENTATION OW
CONTRACTOR AND SITE FLA%
BEFORE C4"TKXTICK T4ESE
DRAWW,S DO NOT COWAN
SPECIFIC NFOIIMATION FOR ANY
STFWCT.RA. ELETIENTS (TO BE
PROVIDED By NISNEER OF
PECORD) ANY DISCREPANCY
(I)MNNOWS, ORIENTATION. ETC)
BETUEEN IWSE DRAMMS AND TME
ANOCIATED ORAUNGS -&� STE
DRAMWDS SPA BE REPORTED TO
C40NTRACTOR T OWE AID NO
C067RICTiON WALL PROCE D
LNTL CORRECTED. BE
CONTRACTOR ASSPIES, TWE
RESPONSIBILITY TO �� ALL
RECU REMENTS OF LOCAL BUILDW.
IRE
OFFICIALS d TO COVLY STATE
13UILDNG CODES.
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VERSION: 5.01
%wmw I
SECOND FLOOR PLAN
INEETt
A-2.0 1]
ONE 3
12 - - - - - - - - - - - - - - - - - -
6/12 PITCH
------- ------- ------------------------- -- 12 ARCH 5WM-lE
6/12 RDOF (TYP)
ARCH 644W.LE
FZ ROOF (TYP) 6/12 PITCH
ARCH 5WINGLE
ROOF (TYP)
4 VENT 1-0
6" HEADER TR
4' C40RNER TRI,.'�
HORIZONTAL---_ LASHING
LAP SIDING (TYPICAL
PER COIll
SPEC$
3/12 P17CW SECOND FLR
A- UINDOU-� :3M:171TC��� ARCH SWINGLE
TRTI AND SILL ROOF (TYP)
st FLR CEILING m
STUCCO TRIM
COACH LIGHT
CRICKET it[7] E71 17711711:1 F-1 E71 --ff--PER
F15T 4� PA I STE D D E 6PEC5
El 1:117:1 El
67 RIM
iW CEMWITIOUS STUCCO - - - - --- 1---4* RAISED
PER C".NTTY 5PEC-5 STUCW T"
(TYP) 1:1 El 1711:11:1 E71 E. I
3 11
IN _R E-1
171 n El El L L-1
ROOF PLAN - ELEVATION T
FRONT ELEVATIONT
rAM W-;10
smue W_
ZONE I ATTIC VENTILATION: (3W 50 FT ATTIC SPACE / 150 Fl VENTILATCN)
-CALOAATIONS REFLECT 5M RIDGE AND 50% SOFFIT VENTS
U64 50 FT UNDER ROOF AT - TO /
3005OF7 /15OFT . 4215OFT VENTILATICN
SOFFIT VENT t 50 IN EACH
OFF -RIDGE ANTS 10A 50 N EA
42150 FT . 50% z 21150 FT 415W 21150 FT LOW
2,1150 FT x � 50 IN ;303 t 50 IN REQUIRED
( 3) OFF -RIDGE VENT V4 SO IN - 312 50 IN
LOW VENTING
2.11 50 FT 50 IN .30336 50 IN MWiRED
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MEDIA CABINET TO
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T
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE VERIFY EXACT
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GROUND FAJJLT CIRICUJT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC LOCATION AND
MOUN7w. HEGw
210,WA) AND INSTALLED IN A READILY ACCESSIBLE LOCATICN PRIOR TO -------- 'ELEC METER
INSTALLATION BY
(LOCATION
17 5 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL MILDER)
I'
ELECTRICAL WOW 15 IN FULL COMPLIANCE LITH NFPA 10A - NEG AND ALL
APPLICABLE LOCAL STANDARDS, CODES AND ORDINANCES
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REFER TO ENERGY CALCULATIC1,15 FOR ADCITICNAL OfORMATION
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COMPIL ANCE OTW NEC 10�( ,
ALL RECEPTACLES $HALL BE TAMPER RESISTANT PER NEC 40612
THE BRAWN CIRCUIT SUPPLYW, THE RECEFrACLE(S) IN A GARAGE SHALL NOT
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ID I
OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEWCLE SPACE.
AFC3 PROTECTION - 20.12 (M DWELLNG UNITS ALL 120 VOLT SN3LE FWASE, 15 AND FIRST FLOOR ELECTRICAL PLAN - ELEVATION 11
20 AMP BRANCH Cl 5UPPLYNG OUTLETS INSTALLED IN DUELLING LNIT6
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SWITC14ES TO BE 45' AFF
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ALL UARING TO BE N ACCORDANCE UTW NEC
STRr-TURED k
MEDIA CABINET TO
ARC- FAULT ClRC;1T INTERRUPTER PROTECTICN -44ALL BE PROVIDED 45 REOURED INCLUDE CAT516
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(LOCATION
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250S4
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REFER TO ENERGY CALCULATIC1,15 FOR ADCITICNAL OfORMATION
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COMPIL ANCE OTW NEC 10�( ,
ALL RECEPTACLES $HALL BE TAMPER RESISTANT PER NEC 40612
THE BRAWN CIRCUIT SUPPLYW, THE RECEFrACLE(S) IN A GARAGE SHALL NOT
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20 AMP BRANCH Cl 5UPPLYNG OUTLETS INSTALLED IN DUELLING LNIT6
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SUITCHES TO BE 45' AFF.
RECEPTS, TO BE 12' AFF. - 42' F OVER A COUHTER
ALL UARING. TO BE N ACCORDANCE UlTW NEC
ARC FAULT CIRCUIT NTERRUPTER PROTECTION WALL BE PROVIDED AS REQUIRED
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ELECTRICAL WRK, 16 N FILL COMPLIANCE WIN NFPA IVA - NEC AID ALL
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RECESSED LIGHTNG. TO BE AIR TIGNT AND IC RATED
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HORIZONTALLY
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N07 TO SCALE
HOUSEWRAP ILARRIER -
REPR TO DETAIL FOR CUTT14G COORDINATE ISI BUILDING FELT
BARRIER AT WINDOW OPENING. APPUCATION VOIERE BRICK V093M 6
SPECIFIED
—FOLD HOLISMIAP DOWN OVER HEAD FLASHING
AND APPLY CORNER PATCH EXTENDING 1"MN.
BEYOND BARRIER CUT
INSTALL HEAD FLASHING OVEIRLAPPING
VO4DOW RANGES A MIK OF r - INSTALL
UNDER HOUSEWRAP
APPLY JAMS FLASHING OVER SIDE
WINDOW RANGES - MIN. I'ABOVE
HEAD AND 7 OVERLAP AT SILL
INSTALL WIINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN B04M TAPING - FILL
ENTIRE INTERIOR PERIMETER GAP IN /
NON-WANDING FOAM OR SEALANT
TAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
PREMANUFACTURED PLASTIC SILL
SOOT
WINDOW OPENING FLASHING
NOT 70 SCALE
— — —
— GABLE END WHERE OCCURS
REFER ELEVATIONS AND OEM
12
F TYPICAL ROOF COVERING PER SPEC
SEE ROOF
TYPICAl. ROOF TRUSSES PER SPEC
TYPICAL ROOF INSUIATIDN PER SPEC
ROOF
DEP EDGE PER CODE IS COMk M
IBM TO 8VATM
TYP. "Mr. CLG.
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FOR TRW TO WALL
TO WALL
TIE SEAM - REFER STRUCTURAL
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TIBM PER ELEVATION PER SPEC
T CMU KOCK REFER STRUCTURAL
TYPICAL STUCCO FINISH ON KOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER KOCK PER M
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TYPICAL BASE VERIFY FOUNDATION PROFILE VARIES BY
PER SPEC LOCATION / CONIDITIONS
SIRUCRRAL
VERIFY DED& FOR TERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION A
MATERIAL
010
FIN. R.
REFER TO PLOT PLAN FOR SLOPE
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NOT TO SCALE
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w= Una
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— — — — — GABLE END WI OCCURS
12 SEE ROOF PLAN REFER ELEVATIONS AND DEMAS
TYPICAL ROOF COVERING PER WK
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TYPICAL ROOF INSULATION PER SPEC
DRIP EDGE PER CODE L COMM. SPEC
LxXxxxxxxx O.W.
'$'!. —..A.
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REFER 10 STRUCTURAL
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M
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REFER STRUCTURAL
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TIE SEAM
REFER SFRUCFURAL
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TYPICAL STUCCO FINISH ON BLOCK PER
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TYPICAL INTERIOR WALL
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VERIFY FOUNDATION PROFILE VARIES BY
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REFER STRUCTURAL
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FINISH AT FOUNDATION PER EUMATIDN AND
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LATH AND STUCCO) - PER SPEC
PEEL S, VICIK BRIDGE FLASHING SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASM DRIP SCREED - PER SPEC
INSTALL PER MAWFAcniRsM INSTALLATION INSTRUCTIONS
CAP SHINGLE - DO NOT STAPLE OR MAL
tOOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL S, S71CK BRIDGE FLASHING. OVERLAP ON TO ROOFING
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PRE4WRNEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWWA FOR SPACING AND CONNECTION DETAILS
NOTE ALL ROOFING MA78W (PER ELEVATION) SHALL BE INSTALLED
PER MAJAWACTURERS INSTALLATION INSTRUCTION. VERIFY ROOf`
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO WALL AT RAKE
('2) SCALE, 3'- 1 -0'
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WALL MR MANUFACTURER'S INSTALLATION
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PREa4GRIEERED WOOD TRUSSES SEE
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STRUCTUM DRAWFIINGS
NOTE. ALL ROOFING MATERIAL, (PER ELEVATION) SHALL BE INSTALLED
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Fv-ERSION- 5.0]
GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 Bill EDITION OF THE FLORIDA (INTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE
REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE.
2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL ELECTRICAL, AND CIVIL/STTE DRAWNGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING.
6. DO NOT SCALE STRUCTURAL DRANNGS. 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 ENGINEERS SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WTTH 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 STRONGTIE ITTEN TURBO, GENUINE TAPCON, OR HILT1 KWIK-CON [I.
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN NTH THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED NTHIN ANY OR CODES.
11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILT] HIT-HY-I 50
DESIGN CRITERIA:
1. BUILDING RISKCATEGORY
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOF TOP CHORD DEAD LOAD (TILE) 15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF
ROOF B07TOM CHORD LIVE LOAD (w/o STORAGE) 10 PSF
ROOF BOTTOM CHORD DEAD LOAD
FLOOR LIVE LOAD =40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS) -_30 PSF
FLOOR DEAD LOAD 15 PSF
DECKAIALCONY LIVE LOAD =40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
TOTAL LOAD
I
LIVE LOAD
I
MAX TOTAL
DEFLECTION
I ROOF TRUSSES
I U240
I L/240
1 1.
I FLOOR JOISTS/TRUSS
I L13W
I LJ4W
1 112,
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/Ir
2. ANY MEMBER SUPPORTING BRICKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF U600
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBM17TED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED
BASIC WND SPEED 140 MPH
EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS D
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. GUARDRAILIHANDRAJL LOADING:
ALL GUARDRAIL(HANDRAILS SHALL MEET 200 USS (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 NTH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES OCG-ES) AC 273 - 'ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS."
CONCRETE NOTES:
I . 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 Cl 50 'SPECIFICATION FOR PORTLAND CEMENIT.'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 - ANDWANUAL 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:
SLAB4)N43P.&DE'WITHIN UPPER 213 OF SLAB AND 314" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1 /2" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE 0:01UINDATIO01) AeA)Ngr EARTH: 3"
FORWEID 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 01.4 SPECIFICATION.
CONCRETE NOTES (CONTINUED):
I O.CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
F04JNDATIONS & F04JNDATION WALLS: 2500 PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 25M 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 I/Ir 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 I' MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2"SLAB: 8 FEET O.C. EACH DIRECTION
4" SLAB: 10 FEET O.C. EACH DIRECTION
WELDED WIRE FABRIC (W.W.F.) 6X6-Wl.4XW1.4. 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 Cl 116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM Cl 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.
I& CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION
FOR CONCRETE CURING'AND ACI 30SR '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 FOOT114G 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 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 13ACKFILL 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:
I . 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."SPECIFICA'nONS 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
APPUCATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3 CONCRETE MASONRY UNITS SHALL BE LAID IN RUNN114G 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 NTH 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 GROLFT 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
140TED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH (l)-#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 SPAC114G THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES.
BAR SIZE
LAP SPLICE LENGTH
BEND DIAMETER
ACI HOOK
#4
20'
3'
10'
#5
1.
3-5T4'
lOr
#6
1�
4-1/2'
ill
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 53O/ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL 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 34B - "BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION.'
WOOD FRAMING NOTES:
1 . STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.- (NDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH 'PANEL DESIGN SPECIFICATION.' AND
SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
PLYWOOD."
3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO -VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS".
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/2DiAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7- EMBEDMENT,
4- (MINIMUM) AND 12- (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE, NTH NUT AND Wx3"xO.229" WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING = 2-0"O.0
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 112* ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED NTH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NOA INO.2 OR BET -TER 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%.
S. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED NTH 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 NTH
NOT LESS THAN (8)-0.162-x2-1/2- FACE NAILS ON EACH SIDE THEJOINT. DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOLTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES:
F,= 1100 PSI F,= 565 PSI FT= 675 PSI Fc= 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
MKNIOLLAM LVL PARALLAM PSIL M TIMBERSTRAND
E = 2000 KSI E 1800 KSI E 1300 KSI
F, = 2600 PSI FB 2400 PSI F, 1700 PSI
I-) -'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THESOOZER BEAM 2. 1 EAS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23132 INCH, APA RATED SHEATHING, 48124 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE-AND-GROOVIE. 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 31"x2-112' COMMON NAILS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH OC AT INTERMEDIATE SUPPORTS.
11. FOR INTERIOR WALL HEADERS PROVIDE (l)-2X JACK STUD AND (I)-2x KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (l)-2x JACK STUD AND (I)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.0 ON DRAWINGS:
WINDSPEE OF
140 EXP. C
W L HEIGHT
OFT
9FT
I OFT
STUD
SIZE
HEADER SPAN
(FT)
4
lJ/IK
lJ/lK
IJ1IK
6
IJ/IK
IJ/IK
IJ/2K
8
IJ/lK
1 J/2K
IJ13K
10
1 J12K
IJ/2K
IJ/4K
Z(4
12
IJ/2K
I
IJ14K
14
U/2K
I J14K
ENG
16
jJ3
14
J__�
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ENG
18
JjL�
K
ENG
WIN SPEED OF
< = 140 EXP. C
WALL HEIGHT
8FT
9FT
I OFT
STUD
SIZE
HEADER SPAN
IT
4
IJ11K
1 J/1 K
lJ/IK
6
IJ11K
lJ/lK
lJ/IK
8
IJ11K
lJ/lK
lJ/lK
10
IJ11K
lJ/lK
lJ/IK
2.6
12
IJ/lK
lJ1IK
lJ/lK
14
lJ/IK
IJ/lK
lJjlK
16
lJ/IK
IJ/lK
lJ/lK
is
lJ/IK
IJ/lK
lJ/lK
13 WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14, LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" O.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
Gk MIN.) @ 24"O.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/SEAMS SHALL MATCH THE
GIRDER/BEAM PLY COUNT WITHIN 1/2- TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDERJBEAMS 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 NTH 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 WOW I -JOIST SHALL
CONFORM TO ASTM D 50%.
JURISDICTION SPECIFIC NOTES:
FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAJS, PORCHES, AND
BALCONIES A 1/2' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTMOUS
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. I.
2, THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS NTH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1,
PRE-ENGINEERED ROOF TRUSS NOTES:
1 . ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTK)NS 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 DRAVANGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFTILATERAL LOADS IMPOSED
4, TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS
AT ALL TRUSS -TO -TRUSS, TRUSS -TO -BEAM, AND BEAM -TO -TRUSS CONNECTIONS.
5. REFER TO ARCHITECTURAL DRAWINGS FOR TRUSS SHAPE, OVERHANG, DiMENSIONS, SLOPES,
SPANS, DRAINAGE, BEARING WALL HEIGHTS, ETC.
6. THE POSITIONS, WEIGHTS, AND METHODS OF ATTACHMENTS OF ALL MECHANICAL UNITS.
ELECTRICAL FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN
OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC
ACCESS SIZE AND LOCATIONS.
7. SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS, PARAPETS, VALLEY FRAMING,
UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSIB3 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 140T 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 NTH 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' (W) AT FLOOR LEVEL DRILL AND EPDXY #5
REBAR (32- LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12"LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAMA30ND BEAM. COMPLETE
GROUTING OF WALL.
2 MISSINGIMISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE
A 1 R'4" ITTEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DI RECT 1: 1 REPLACEM ENT FOR A 112" DIAM ETER ANCHOR BOLT WITH 7" EMBEDM ENT INTO
CONCRETE.
A 1/2' THREADED ROD SET-3G EPDXY 7* EMBEDM ENT WITH 1 -&4" MINIMUM EDGE DISTANCE AN D
7-1/2" MINIMUM END DISTANCE IS A DIRECT 1: 1 REPLACEMENT FOR A 112" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
INTO GROUT RULED MASONRY (GFCMLJ):
A 1/2x6"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- D.C.; LIKEWISE A
1 r2'x6"TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 7-8"
D.C. REPLACES A 112' 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
140
11-61
150
1`3"
NOTES:
1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
INSTALLED VERTICALLY ATTACHED TO STUD
MISSINGIMISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8"BUT LESS THAN 1-1/2"FROM
THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3- LG. NAILS). WHEN GAP IS GREATER THAN
1-1 /2", INSTALL NEW ANCHORS.
MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANG REPAIR
� 5/8" NO REPAIR REQ1D
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 DRILLEDIBORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS. OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM
HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (1 2)-1/4"Xl -1 /2" SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-'*--SDS3 WITH (12)-1/4-X3- SDS SCREWS, WHERE
'#"CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP PLATES: A HOLE, CUT, OR NOTCH THAT IS GREATER THAN 5D% 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 12"WDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
000 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERI
No.
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+1 813.466.3310
www.fieldstoneae.com
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Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEEAffidi--
29349
D IBRAHEM ELAYEB, PE—
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
No. 860
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3400 Auburn Rd
Suite 200
Aubum 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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25 SH 2868 DOOR
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HOLE IN BASE OF LINTEL &
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25 SH 25 SH
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CONTINUOUS LINTEL OVER 1 4sc;
MASONRY COLUMN DRILL.3'
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SCALE: 1/4"-1-4r
NOTES:
1. REFER TO DWG SO. I FOR GENERAL STRUCTURAL NOTES
1020 Fieldstone
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERIN
29349 (?��
13 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
UNMLMD BMD FA LEGEND
I . BOND BEAM IS TO BE B'KNOCK OUT BLOCK
WITH #5 BAR GROUTED SOLID, CONTINUOUS
AROUND P RIMETER OF STRUCTURE
2 MINIMUM NOMINAL BEARING PER END @
3 -�NTELS OR AS REQUIR D BY MANI IF
L NT�L$ WITH A CLEAR SPAN LONGER THAN
12,4 SHALL BE PRESTRESSED.
4, BOND BEAM ELEV - S-4` U.N.O.
5. GARAGE DOOR LINTEL HEIGHT MAY HAVE
TOLERANCE OF +/- 4' FOR ALL LINTELS 28�
ORGREATER
TYPE DESIGNATION
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VQUANTITY OF #5 REBAR AT
BOTTOM OF LINTEL CAVITY
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3400 Auburn Rd
Suite 200
Auburn Hills, Ml 48326
+1 246.622.4035
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Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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13 IBRAHEM ELAYEB, PE
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0 BENJAMIN NIESE, PE
P.E.# 86025
.05/30/2024
DATE
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+1 813.466.3310
www.fieldstoneae.com
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SCALE: 1/4V-9'
NOTES:
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2 REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
(2)HTS16 TO (2)ZX4 BUILT UP —
COLUMN- DTT2Z @ BASE OF
COLUMN W/ (8) 1/4'xl -1/2' SDS
& 1/2ATR ACROSS FLOOR &
SET.30 EPDXIED TO TOP OF
CMU WALL, MIN. 12'EMBED.
SEE R60/S4.1
"1011
GI!IIII
(2)MTS16 TO (2)2x4 BUILT UP —
COLUMN. 37172Z @ BASE OF
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SEE R60/S4.1
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ROOF FRAMING PLAN ELEV. "I"
SCALE: 1/4'-l'.V
NOTES:
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2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERIN(5.;.---
29349 cf__77�
0 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
TRENOM
UNLESS OTHERWISE NOTED ON PLANS:
I . ALL TRUSS STRAPS TO MASONRY ARE TO
BE META16.
2. ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H10A. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.5A TO BE USED TO MULTI -PLY TRUSS,
(1) EACH SIDE .18d NAILS MIN. SIMPSON
H2.5A MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL Wad MIN.
3. ILO TYP METAL TRUSS CONNECTORS,
FRAME SCREWS MAY BE USED A I
CONTRACTOR OPTION PER THE
FOLLOWING:
A) TRUSS TO TOP PLATE TO BE (2)
SIMPSON SDWC15600
13) MULTI -PLY TRUSS REQUIRE (2)
SDWC1 5600 AT EA. PLY
C) (1) SDWC15600 SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DBL TWIST STRAP TRUSS
CONNECTIONS (LTSfMTSIHTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISCLAMER
FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW
ON,THE CONTRACTOR IS RESPONSIBLE TO
AS URE THE DIRECT COMPLIANCE OF TRUSS
MANUFACTURER LAYOUT TO THESE
DRAWINGS & VERIFY ALL TRUSS
CONNECTOR$ ARE SUFFICIENT TO
WITHSTAND THE UPLIFTILATERAL LOADS
IMPOSED.
SS CONNECTOR SHOWN IN THESE
CAPACITY HAS BEEN EXCEEDED,
THE TRUSS MANUFACTURER SHALL NOTIFY
THE ENGINEER OF RECORD IMMEDIATELY
(2)HTS16 TO (2)2x4 BUILT UP
COLUMN. DTT2Z @ BASE OF
COLUMN W/ (8) 1/4'xl-112' SOS
& 1/2'ATR ACROSS FLOOR &
SET-3G EPDXIED TO TOP OF
CMU WALL, MIN. ITEMBED.
SEE R60/S4.1
WIM-1
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(2)MTSI 6 TO (2)2x4 BUILT UP
COLUMN. DTT2Z @ BASE OF
COLUMN / (8) 1/4-xi -1/2' SDS
8, 1, ATR ACROSS FLOOR &
SET_3G EPDXIED TO TOP OF
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3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
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Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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DETAILS FOR ATTACHMENT NREFER TO ARCHITECTURAL DRAIMINGS STRUCTURAL SHEATHING
PRE-ENGINEERED ANDOR TRUSS MANUFACTURER SEE PLAN AND DETAILS
WOOD TRUSSES DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT
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SEE PLAN AND I OR
STRUCTURAL SHEATHING, SEE ATTACHMENT
PLAN AND DETAILS FOR
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PLAN AND SCHEDULE
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TRUSS STRAP PER PLAN
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B`CMU WALL, SHEATHING PER PLAN
SEE PLAN FOR
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S. R;Z 080
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x
x C21
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0
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BOSTON HIP
ALL TRUSS EMS AM TO BE SECURED TO THE Off WALL
BELOW USING ONE OF THE BELOW METHODS, ONE RILL
OPTION MUST BE USED FOR CONTINUOUS LOAD PATH.
a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT
SHEATHING INTO DOUBLE TOP PLATES. EICT
SHEATHING IS CONTINUOUS AND IMLL TRANSFER
COMBINED SHEAR & UPLIFT.
b INSTALL AL. SS CONNECTOR FROM TRUSS TO
TOP PLA ON INSIDE OF THE WALL ADDITIONALLY
INSTALL LTS12 TOP PIATE-TO-STUD CONNECTORS @ EA
STUD. EXT SHEATHING IS CONTINUOUS AND WLL
TRANSFER COMBINED SHEAR & UPLIFT
11 TALL TYPICAL TRUSS SCREWS MOM TRUSS TO TOP
TE, EXT SHEATIAING IS CONTINUOUS AND WU_
TRANSFER COMBINED SHEAR & UPLIFT,
22 1/2'
30' TRUSS OR lesl OFT11
RAFTER
S WCJ
D 15600
O=VERRV4G�T 41.
PER PLAN 0=
1 , I
12'-1 30'
SINGLE SDWQ CONFXKMTION A 390GLE SDWC: CONFIGURATION 6
(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
INTO TRUSSIRAFrER INTOTRUSSIRAFTER
TRUSS OR
RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
IT
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2)
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OPTIMAL OPTIMAL P INSTALL THROUGH Top TRUSS/RAFTER
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RTC TOP PLATE SCREW CDNNEcnm 11101/2D23
CONTINUOUS A CONT. 2X4 (MIN) W STRU TURAL
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TOP PLATE OENAILS
ONE EA. SIDE
WALL FRAMING ALONG TOP PLATE SHEATHISTGRPUEC1TULRAANL DROF I TOP GABLE wl OLITPMERS
PER PLAN WOOD 2X4 BLOCKING g CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER
EDGE NAMING SHEATHING (2) 1 Od NAJLS
.1 (2) 10d @EA
IN LIEU OF BLOCKING AND ENOTOADJACENT 2,X4 LADDER FRAMING AT
EDGE NAILING SHOWN
WITHIN THE TRUSS WEB 24'O.C. REOD AT BLOCKING AS REQUIRED
GABLE, IT IS OVERHANGS UP TO 15'.
To T =BRACING BY TRUSS
ACCEPTABLE SO (COHRODRODTITA01MU NO AT ACH TO R UFACTURER PERMANENT TRUSS
OF TRUSS SS Tr
'EDGE NAIL f ASSHOWN) )I U
;PACING T CHORD W (2T Id NA LS
BOTTOM CHORD AT 16'0.wC,. BRACING PER TRUSS
TO TRANSFER LOAD. 2X4 BLOCKING @ GABLE TRUSS SEE FI1.UIRED MANUFACTURER 9 1 (Mr
TOE -NAIL SHEATHING EDGE wl VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING.
EDGE NAILING (2) 1 Dd @ EA. END NOTED IN THE MANUFACTLIFIER (1) ADDITIONAL FLAT 2X4
I TO ADJACENT STUD SH (i,e, BSCI RrOUTS)
SHEATHING FRAMING
EET A -A A -A EWXfTE`IBL0NC10A1GN. OF (3)
SPLICED SHEATHING TRUSS NOTES I I
'X'- 10%
H04JSE WIDTH
(3) 1 Od NAILS C& (3) 1 Od NAILS 9
EA. TRUSS EA!TRUSS 7t7,
I
91M
RIDGE
FGABLE B40 7z
END TRLISS BRACING DETAIL
.X. - 10% _"
HOUSE WIDTH 44Z-C2
-nrl- 7; X�
01 2
0
RID —GE
0 0
I
�1 HIP
ROOF SHEATHING
NAU
ROOF FASTENING ZONES
1
1 2
3
SHINGLE
", r SPAN RATED SHEATHING
Bd RING
PANEL EDGES @ SUPPORTS (1)
81 DO
6` DO
COO
OR
SHANK
TILE: 15/32* SPAN RATED SHEATHING
0.1 13'x 2-3/8'
OR
PANEL FIELD (1)
WOO,
6'OC
6* DO
METAL: 15/32' SPAN RATED SHEATHING
NOTES,
I LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL
Z EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
3 FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE MOTH, DIMENSION 'r OFFSET FROM ROOF F
301 WIDE HOUSE = 3 ZONE� 401 WIDE HOUSE = 4'ZONE, SIT WIDE HOUSE = 6 ZONE. W WIDE HOUSE = IT ZONE
.......
TRUSS SAYS PLACED
BETWEEN PERMANENT
TRUSS BPA04
NAIL BOTTOM CHORD
PROVIDE 2X8 PT PLATE .1 1/Z` DIA. . I 7\'
(RESULTING IN 5'-0' MAX
OF GABLE TRUSS .1
ANCHOR SOL - , 1,
OVERALL SWING)
12d% AT 4'0.C,
PL WASHERS AND r F:mBEn NOTCH
MASONRY
HORIZONTAL Zx BLOCKING OVER PLATE.
_... WALL. BOND BEAM, UNTEL BEAM,
OR RAKED BEAM PER PLAN. FOR RAXED
BLOCKING BETWEEN
FIRST 3 RAYS OF
FRAMING TO
EE PLAN FOR
SSTRUCTURAI
ATTACHMENT OF ALL
BEAM a VAULTED CONDITION. SEE PLAN
PERMANENT BRACING
SHEATH NG
I
AND DETAIL
�j I Od 0 4- O�C.
ATTM�W M�IW 023
MPH _C�
'MUM
R�G
CONT. 2X4 �/ (2) TYP TRUSS
12d NAILS
CONNECTOR PER PLAN
TRUCT URAL
SHEATHING PER PLAN
ALT. OUTLOOKER FRAMING
SEE REOURED
BRACING PER TRUSS
(REOD AT 17OMPH OR GREATER)
MANUFACTURER I
STRUCTURAL
CONI. 2x FASCIA PER
SHEATHING PER PLAN
ARCHS W (2) 12d NAILS
PREENGINEERED
WOODTRUSSESAT
2`0- 0 C MAX
2x BLOCKING TOENAILED,
3TRUSS BAYS BACK
FROM GABLE END
STRUCTURAL
;MA VNRY
X4 BRACE
SHEATHING PER PLAN
H2.SA @ EA OVER
FRAMED T
2.4 SLOCE.S
S.—H..G PER PLAN
BETWEEN TRU
MA
TRUSS ANCHOR
IrCM WALLORUNTELSEE
EA END
PLAN UOR REINFORCEMENT
H2�SA @ EA
TRUSS TIE PER PLAN
OVERFAMED TRUSS
EDGE NAILING
_R PLAN
INGPERPLAN
SHEATHIN.. SEE PLAN
WOOD
FOR ATTACHMENT
OffifMM GW EM I]ETAL
MOD (11130/2023)
RING 202;r.9)
STRUCTURAL TYP TRUSS
SHEATHING PER PLAN _NE-_
CONT� 2)1A / 12) PER PLAN
12d NAILS
SEE REQUIRED
SWING PER TRUSS
MANUFACTURER
ALT. ou-rLooKER FRAMING]
(REO'D AT 170MPH OR GREATER) 1
CONT� 2X4 / (2) 12d NAILS
STRUCTURAL SHEATHING
PRE-ENGINEERED WOOD
TRUSSES AT Z_Cr 0 C MAX
FASCIA -\
(SEE ARCH. DING)
RWW-030
VALLEYSET
TRUSSES 0 24' OC, VALLEY SET
MIN. W LONG 20 TRUSSES 0
GA. FLAT STRAP� 24'O.C,
/(8)16d
SHEATHING
FE
PER P-I.AN
R j��
_4 RL NG
UNDER �Rs
ENDS, � To
TRUSS CHORDS v (1) SDWC1 56DO
W (3) 1 Od EA, TRUSS SCREW
END. TO EVERY
OR TRUSS BELOW
VALLEY SET
TRUSSES CD 24- 0 C.
SHEATHING
PE
R PLAN
--------------
2X4 PURLIN (jP EA_ VALLEY
TRUSS, NAIL To COMMON
TRUS w/(3)I6dGUNNAILS
BOTTSMC.ORDOFVALLEY
TRUSS NAILED TO PURUN W
10d GUN NAIL (jP S' D.C.
TwVALLEYSETOVERMW 11/01/2023
K::;/NO; TO SCALE RWG060
MINE
IX4 LADDER FRAMING AT 14'
A ' AT 24'
2,X4 BLOCKING AT DIA.S ONLY, ATTACH AT EA. END W
O.0 RECTID AT OVEI WES
(2)12dTOENAILS NAIL SHEATHING TO BLOCP014G AT VOC
ATTAC
GREATER THAN 12 TTACH TO
"2" ATT-TO
7
W MIN. 8d NAILS. BLOCK4 BAYS BACK FROM CABLE TRUSS.
TRUSS TOP CHORD . (2) 1 6d
."2",
W"2) I
WHEN SECOND BRACE IS REQUIRED,
NAILS AT 24� D.C.
NAIL TO OPPOSITE SIDE OF BLOCKING.
1, AT VERTICALS T-W TO 6-6'USE ONE 2"'U BACK.
:TRUCTURAL
ING
HEATHING
PER PLAN
2 . AT VERTICALS OVER V-S'TO W-4- USE (2) 2X4 -V BACKS (I
EA. SIDE) (OA FRAME PER CASE 3 BELOW).
3. AT VERTICALS OVER W-VTO 13'4r USE ONE 2X4U BACK
AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
PFAK AND AT EVERY OTHERVERTICAL MEMBER IN THIS
RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
BLOCKING BELOW THE ROCIF SHEATHING W/ 45) 12crs AT EA.
END. IN ADDITION TO THE SECOND DIAGONAL, A
SEE PLAN FOR
STRONGELACK IS ALSO REQUIRED AT THESE VERTICALS AND
ATTACHME14T OF
MUST BE ATTACHED TO EA. 'U BACK WITH (2) 12CPS AND ONE
ALL ST.AUC-RAL
SIMPSON H5 OR ONE USP FITS CONNECTOR.
HER ING
SIDE MAIL ALL *L' RACKS AND STRONGRACKS W/ 12Crs AT T
J.
O.0 NOTCH BACKS AT TOP AND BOTTOM
KING
PRE-ENGINEERED WOOD
TRU=HOR
TRUSSES AT 7-T 0
C. MAX.
FIE
I
CMU WALL PE FASCIA (SEE.
PLAN �H)
DRAWINGS)
SHEATHING PER
TRUSS ANCH�
TRUSS
Z PER PLAN
!E
FR.AMING PER PLAN
11/0112023 WTCH HIP TRO BRACING DETAIL @CISTON HIP) 1110112023
R 100 �P—"P —
RWM-D90 R�Wl 00
2% BLOCKING TOENAILED.
THREE TRUSS BAYS BACK
FROM GABLE END
2X4 PURUN @
STRUCTURAL SHEATHING
EA VALLEY
PER PLAN
TRUSS NAIL TO
BOTTOM CORD OF VALET
COMMON
TRUSS NAILED
TRUSS W/ (3)
TO PURLIN �f 10d GUN NAIL
16d NAILS
@ro.
CONT 2. FASCA PER
ARCHS .1
H2E Ae J%.l 2d NAILS
' ITZOC
PRE - N IN. W=
TRUSSES AT 2'T 0 C MAX
CONTINUOUS
SHEATHING
EDGE
117��
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B_RACE
PER PLAN
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SO REWS FROM WOOD
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SM
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TRUSS @ 16.
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PLAN
PER PLAN
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERIN
No.
29349
13 IBRAHEM ELAYEB,
P.E.# 91476
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0 BENJAMIN NIESE, PE
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40RIC
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3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
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Suite 150
Tampa, FL 3M7
+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
REQUIRIED (MIN
SIZE
NAJUNG IS
I
PACING
REQUIRED
I
711 Or
-
C.
I
12, OC'
I
ALL EDGES
I
SHEATHING
— PANEL EDGE NAILING
— NOTE: PROVIDE BLOCIO14G
AT ALL SHEATHING EDGES S
STRUCTURAL
SHEATHING
FSINGNAIL EDr
3E SPACING I
1. 1/2S
DOUBLE NAIL EDGE SP NG
STURPACING 2X4 BLOCKING
PER PLAN SHEATHING SPLICE - SAME
NAILING THICKNESS AND STRENGTH AXIS
PER PLAN ORIENTATION AS WALL SHEATHING
wol — SHEATHNG DUAIL 11/0112023
NOT TO SCALE W�woio
EXTERIOR WALL SHEATHING
SHEATHING
I NAIL
PANEL F
BLOCKING
REQUIRED (MIN.)
SIZE
NAILING
I
ISFIELD
PACING
REQUIRED
7/16'
TO.C.
I ITO.C.
I ALL EDGES
SHEATHING
STRUCTURAL SHEATHING
FIELD NAILING,
TYP.
S
3/8'
PANEL EDGE
NAILINOG
CHDRD
EW NATHNG DUAIL
11/0112023
(�,�(GW
NO_� TO SCALE
WGG-020
PRE-ENGINEERED TRUSS PER MANIJIF a 241 O.C� MAX;
ATTACH TYP TRUSS STRAP PER PLM (NOT SHOWN)
(6) 0.14Wx3' FACE NAILS THRU IONG
STUD TO HEADER (MIN. 3 EA PLY.)
HFAnFR RTRAP �ITLIIVT PFR TAFtl 9
ULT BASIC
WIND SPEED
HDR MAX
CUR SPAN
STRAP
REGIMIN'T
< 140 MPH
4 FT
I LSTAIS
-"40 MPH
12)-2x TOP PLATE S
IN TALL SIMPSON SSP PLATE TIE
9, O.C. ALTERNATING SIDE OF THE
WALL FROM TOP PLATES INTO RAISED
HEADER BELOW OVER OPNOG. TYP.
TYP TRUSS -TO -TOP PLATE
CONNECTOR PER PLAN
HEADER PER PLAN, (2) PLY.
MIN. ADDITIONAL JACKWNG
STUD CONNECTOR
RECILOREMENTS PER PLAN.
160 MPH 5 FT � MSTA91 EDGE NAL SHEATHING AROUND OPNG
I OF JACK 11 2XFFIAMING BELOW WINDOW
SHEATHING PER PLAN — PER PLAN OR OPNGS PER PLAN; OMIT AT
AT FOUNDATION CONDITION - HOLD — GENERAL NOTES DOOR OPNGS, TYP.
DOWN REOUIREMENT PER TABLE: 7: M= 1_1
ULT BASIC HDA MAX
WIND SPEED CUR SPAN HD RECOMNT AT 2-STORY FLRTOFUR
<14OMPH 4 FT DTT2Z W L8)-1/4'x1-I/2*_ CONDITIONS (IF APPLIES):
& 112'W TITEN HID \ I
�14OMPH 9 FT HTT4 W/ (18)-0.141rxl-1/2'
KING & 5/8W TITEN HD*
180 MPH 5 FT DTT2Z .1 (8)-1/4-xl D�?
112-W TITEN H
2, STUDS, SPACING PER
PLAN/NOTES TYP. U.N.O. STD HEADER CONFIGURATION
(VIEWED FROM INTERIOR)
AT CRAWLIBASEMENT CONDITION, TITEN HID SHALL BE SUBSTITUTED FOR ATR
OF SAME DIAMETER DRILL & EPDXY r MIN BASED TO FOUNDATION WALL
MNG Wa
\TYPM OMMOF
(2)-Zx TOP PLATE
(6)0.1 48*13'FACE NAILS
THRU KING STUD TO
HEADER (MIN. 3 EA. PLY.)
HEADER STRAP RrCrUNT PER TABLE
ULT BASIC
WIND SPEED
HDR MAX
CLA SPAN
STRAP
RECrMNT
�14OMPH
4 FT
LSTAIS
<14OMPH
9 FT
MSTC28
�160MPH
5 FT
MSTA24
ULT BASIC
MIND SPEED
HDR MAX
CUR SPAN
HID REO`MNT
'1 40 MPH
4 Ft
CSl6x44rLG.
<140 MPH
9 FT
(2) CS1 — L....
� 160 MPH
5 FT
6x48LG.
- APPLY (1) STRAP TO JACK STUD W1
HDR STRAP & (1) STRAP TO KING STUD
(FL/C0D) I
W�;-"050
INT. FINISH WOOD BUCK ATTACHMENT ALTERNATE: DOUBLE 2x TOP TOP PLATE CONNECTOR,
1OICUSTOM P.T. 01" TO 2. OR GREATER S" TO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE
1: WOOD MASONRY MASONRY MID SPAN BLOCKING ONE):
, P.T. BLOCK MATCH FRAME WIDTH, BUILT-UP THICKNESS < 2 BETWEEN EACH a, (1) SPF14 g 2X4 WALLS
ATTACH ATTACH Wr NAILS 04' 1/4' = 1/4..,r MASONRY STUD, U.N.O. (1) SPHIS (9 2XIS WALLS OF
FROM ENDS AND I2'O.0 SCREWS 0 4' FROM ENDS GARAGE DOOR AND b, (2) H2.5A (ONE EA SIDE
41E
WINDOW PER REMAINDER. ATTACH AND 12'O.C. FIEMAINDER. TRACK I NSTALLED PER BOTTOM PLATE CONNECTORS, PLATE)
FLORIDA WINDOW THRU SLICK INTO w/ I 1/4'EMBEDMENT MANUFACTURERS SPACING PER PLAN (CHOOSE 0 'ME): cl (1) SP2
PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. (1) SPH4 0 2X4 WALLS d
ILRMOYILL PRODUCT APPROVAL (1) SPHIS (9 2X6 WALLS (2) SDWC15600 ING &
S
ELEVATION b� (2) H2.5A (ONE EA SIDE OF PLATE) SH—
PLAN
c (2) SPI (ONE EA SIDE OF PLATE) SHEATHING PER PLAN
2XIS WOOD BUCK 2xSTUDS AT Ilr 0 C
ANCHBOO'LTESD cl� (3) SDWC1 5450 SCREWS
TO CMU wl I/T x 6 'L'
OR 5/8'. 6' SIMPSON TITEN e. STRUCTURAL SHEATHING & 2x BOTTOM PLATE
HEYS W/ 2'WASHERS AT 24' NAILING PER PLAN PER PLAN
OC, & WITHIN WOOF TOP AND
BOTTOM, OR (2) ROWS OF 114.
MIX WNDN ATTAMEW DUAL IZ/1712021 FF—E TO BUICK e0DM11 WALL W1 UPIF 8/27/2021
W14 I TO MASONRY TMASONIRY SCREWS@ 12'
N0IFTTQ SCALE WGM-140 0
(i�_ C. STAGGER ROWS 6' WGW-105
EXTERIOR CMU WALL
INT. FINISH WOOD BUCK ATTACHMENT: 1/4'DRIVE-IN ANCHOR
Mc OR GREATER BLOCK TO MASONRY DOUBLE 2x TOP PLATE
I x WOOD BUILT-UP THICKNESS < 2 1/41 = 114'A4'
STRUCTURAL SHEATHING MASONRY SCREWS 9 41'FROM ENDS GARAGE DOOR AND
& ATTACHMENT PER PLAN 2x FRAME WALL wl P.T 2x P.T. BLOCK TRACK, INSTALLED PER
SILL PLATE, PER PLAN AND 12' O.C. REMAINDER wl 1 1/4' MANUFACTURERS MID SPAN BLOCIO14G BETWEEN
EMBEDMENT 'ONS EACH STUD AT FRAME WALLS 2x STUDS SPACING
ANC
EM
ANCHOR BOLTS OR STRAPS. ATTACH DOOR PER SPECIFICATIONS. S
SEE GENERAL NOTES, U.N.O. FLORIDA PRODUCT w/ PLATE HEIGHT 91-4- OR PER GENERAL NOTE
APPROVAL ALTERNATE TALLER, OTHERWISE MAY OMIT. U.N.O. PER PLAN
Ix CUFrOM FIT SUCKTO MASONRY 1/2. 2 I/4'H
K
ANCHOR OR N. WALL WIDTH
MATCH FRAME WIDTH, ATTACH W -r L
SHEATHING
NAILS 0 4' FROM ENDS AND 12' OC, 91M EMBED INTO MASONRY (1) PER
&VERT REINF. PER PLAN MOLD REMAINDER. ATTACH DOOR THRU BRACKET BOTTOM PLATE PER PLAN
CNOLO WALL. BOND F-IN I -SH PER BUCK INTO MASONRY PER FLORIDA MATCH,
ELEVATION PROD 1%m
�,_�E�WhLONMA�MWU. W MWATTACH.MWDUAIL 11101/2023 ��IM�IG
(W,�_ ��� 1 r TY�'k GOGE Dom ATrAcHmENT WALLW�IIUIIFT
nw (w
\__/NOT TO SCALE WGM-121 \__/NOT TO SCALE WGM-150 \__/NOT TO SCALE vl�-160 WGW-111
EXT. WALL
PER PLAN
ZX4 BLOCKING 9 24' O.0
NA LED BETWEEN STUDS
w/ (2� 1 Dd NAILS EACH END
INT. WALL
PER PLAN
(2) 1 Dd NAILS EN
STUD TO EA. BILI
2X4 DBL,
TOP PLATI
BLOCKING
JSH WITH I
:ACE THAT
IDJACENT
IRSECTING
INTERSEC
IALL BEYO1
PARTY OR
,TERIOR W,
SILL PLATE
EN IN COK
I/ CONCRE
SHEATHING
PER PLAN
2x STUDS g
16, OC
END STUD
To FLAT
STUD /
0 I62-x3-1/?
1411,01-1-0810
t".C.
2xSTUD STRUCTURAL
PARALLEL To SHEATHING
CONNIDUM PER PLAN
TO*I%t
STUD .1
0.162'x3-1/2'
r'll 10i"If rhD=
TO NO BEAM
1 8
r FEOR
IN BOND SEAN
BOND BEAM
PER PLAN
#5 PERM HOOKED
DOWEL
#5 � VEFITK�
IN SOU RUJED
ZX CRIPPLE STUDS @ 16' O.C.
OVER HEADER. TOP/S0TTOM STUD
CONNECTORS PER W10/S4.2TYP
ALT. HEADER CONFIGURATION
(FOR INFORMATION BEYOND BREAKLINE OR 140T SHOWN REFER
TO SM HDR CONFCAMTION)
OPENING MITER LINTELS BY
FIELD CUTTING
*5 REBAR IN VIEFrrICAL
GROUT FILLED CELL
#5 CORNER DOWELS INSIDE
AND OUTSIDE OF VERTICAL
PRECAST UNTMELS z #5 BAR AS SHOWN
FILLED WITH GROUT it
0
90 DEG. M DETAIL w/ COLUMN BEL M8/2022
TOP OF HEADER AT
MTL STRAP LOCAT:014
BOTTOM OF TOP PLATE
MATCHES STD CONDIT ON
PLATE HEIGHT PER PLAN
2. CRIPPLE STUDS
(2)-2x CONT FLAT PLATE
USE (3)-Z� PLATE AT DBL
MTL STRAP LOCATIONS
ALT RAISED HEADER
END LENGTH CONTINUOUS DOUBLE
2x FULL HEIGHT KONG STUD —\ PER SCHEDULE 2x TOP PLATE
I
PEN. NUMBER PER T'7� $�GHT PER PLAN
WI 1 11 111 — HEADER PER PLAN
2x BLKG - USE DEIL, OR
FLAT 2x BLKG @ DBL OR
T WIDE MTL STRAPS
?x JACK STUD - NUMBER
PER PLAN/NOTES
WALL SHEATHING
PER PLANS/SHEAR
WALL SCHEDULE
SINGLE, DOUBLE OR
FLAT 2x BLOCKING, TYP.
(2) 2x SILL PLATE
SINGLE OR DOUBLE STRAP
PER PLAN. PLACED OVER OR
BEHIND WALL SHEATHING
2x SILL PLATE wl SILL
ANCHORAGE PER PLAN
STRAP
OF NAILS
@ EA. END
I END
LENPTH
_S__�
CAPA
CS20
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15'
1 STCI6
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(wjl8 NO_�_TO SCALE WGW-180 CELLS, (SEE PLAN) FTAO KIM WAL 11101/2023
87"_M
DOWEL
020 Fieldstone
COMMON WALL,
(TYP)8x8x
16 CMU ALL FILLED CELLS C.O.A.# ARCHITECURE:
WEAVIE BLOCK COURSES EVERY EE FOUNDATION PLAN
OTHER BLOCK ITYP_) @ EVERY AND DETAI- AA26002802
FOOTING REINFOACINO
BLOCK TEE INTERSECTION FEW PER No. 8
ffln PLAN C.O.E.# ENGINEERING.
zz' 29349
M%&0f0R=R0M1DETAL
W19 13 IBRAHEM ELAYEB, PE
P.F-.# 91476
BENJAMIN NIESE, PE OF
Er!ALLW1"E0 MWALL Z/2012022 cmu 1weEm DETAL 11/01=23
WT
18B P.E.# 86025 I-OR19
WGW-181 NOT TO SCALE VVM-182
05/30/2024
// NAL.
DATE 111111W
E*
02
1z 61.
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, Mi 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1813.466.3310
www.fieldstorieae.com
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SHEET NAME
DETAILS -
WALL
SHEET #
S4.2
2x KNEE WALL OR PRE-ENG FLOOR
STRUCTURAL SHEATHING &
TRUSS. STUDS @ 24'O.0 /
ATTACHMENT PER PLAN, CONT.
META16 P 24' D.C. (MAX:)��
THROUGH FLOOR SECTION
LED TTO
L Tr
NOTE: � VERT CN- INSTALLED TIGHT TO
'H4ER
2x FRAME WALL PER PLAN,
TOP AND BOTTOM CHORD �/ '
CONIT 2x PLATE I (2)16d
_�Sl
(3)8d TOENAILS AT LOCATIONS
V44E EMBEDDED STRAPS
-.C:N.
AND END GABLE TRUSS
P"A.. EL NAI
VEFITICALS MISAIJGNS - - - - - - - -
FLOOR SHEATHING &
ATTACHMENT PER GEN NOTES
RUSS PER PLAN
T TRUSS P
PANEL EDGE NAILING
PER PL AN
SHEATHING PER =
2.4 BRACING MIN. e-W
U v NO M
8'CM WALL, BOND SEA
�PLAN
LEN GTH (3) Od NAILSNEN.
r
& VERT. REINF. PER
GABLE &VN.'(3) FLOOR TRUSS,
M
BRACING SPACED MAX. S-0` D.C.
R"TwT0MkQawwxL
M_
1110112023
-1 _Tw_ _T1
LZ-010
2x FRAME WALL PER PLAN, CONT
STRUCTURAL SHEATHING &
2x PLATE .1 (2) 1 6d NAILS @ 16- D.C.
16' 0 C
ATTACHMENT PER PLAN, CONT.
FLOOR SHEATHING & ATTACHMENT
THROUGH FLOOR SECTION...
PER GENERAL NOTES
TRUSSNOIST
PANEL EDGE NAILING
PER PLAN
BEAM/GIRDER PER PLAN
PANEL EDGE NAILING
ILO CONT. WALL SHEATHING
ZINOTE:
SHEATHING PER IN TALL LSTA1 5 STRAP EA STUD,
PLAN CORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAMIGIRDER
CONNECTION AT BEAM
1110112023
(F�.�,y,'NSTOIW
NO;TO SCALE
L;n7O
ZK FRAME WALL PER PLAN, CONT. 2x
STRUCTURAL SHEATHING &
PLATE / (2)16d NAILS @ EA TRUSS
' CO
'NELS
FLOOR SHEATHING & ATTACHMENT
THROUGH FLOOR SECTION
R—IBBIGNTO
PER GENERAL NOTES
PANEL EDGE NAIU14G
(-4)16d EANT
TRUSS, TYP TOP & BOTTOM
8d NAILS T D.C. WALL
SHEATHING TO Ek
TRUSS END LEG
PANEL EDGE NAILING
TRUSS PER PLAN
META16ANCHOR
SHEATHING
'H
9 EA_ TRUSS
PER P=LA.Nj
Ir CMU WALL. BOND BEAM
& VERT. REINF. PER PLAN
-
r)FL�0RTWT0MWVWXL
11/0112023
LO2
\__/NOT TO SCALE
2x FRAME = 'ER
STRUCTURAL SHEATHING&
CONT. 21 T;T
/ (r
*' (2),6d
ATTACHMENT PER PLAN. CONT.
2,16, 0 C
NAILS @ 16- O.C.
THROUGH FLOOR SECTION
FLOOR SHEATHING &
ATTACHMENT PER
ENT PER
AL TE
GENERAL NOTES
4PLAN
TRUSS / JOIST
PANEL EDGE NAILING
PER PLAN
GIRDER PER PLAN
SHEA�TH No
PER PLAN
PANEL E E NAILING
... NOTE:
' ILO CONT. WALL SHEATHING INSTALL
L.
LS,
LSTA .5 STRAP EA STUD. CORNERS &
TRUSSIJOIST CONNECT10N TO
FLANIK'ING ALL OPENINGS. CENTER
OF BEAWGIRDER
(L-0
11101/2023
,�2�TOIWCONNECTIONATBW
\__/NOT TO SCALE
LGG-080
2x FRAME WALL PER PLAN, CONT.
2. PLATE .1 (2)16d NAILS @ 16- O.C. RIBBON .1 (2) 10d NAILS 9 EA.
FLOOR SHEATHING & ATTACHMENT TRUSS
PER GENERAL NOTES COUPLING NUT, OR THREADED
ROD CUT TO LENGTH
TRUSS PER PLAN./ (2)IOd -1
TOE NAIL TO TOP PLATE j 17 A.LLZREAD @ 32-
SHEATHING PER PLAN 0 C CORNERS AND
RM TRUSSIM TO MOE WALL 11/30/2023
MOD-RB(S,�—_)
2x FRAME WALL PER PLAN
HOLD DOWN CONNECTION PER PLAN
w/ ANCHOR BOLTS OR EPDXY ANCHOR
w/6' MIN. EMBED. (EXPANSION BOLTS
ARE NOT ALLOWED)
2x BOTTOM PLATE PER PLAN
2x BLOCKING @ EA_ BRG.
STUD PER PLAN AS SHOWN
PRE-ENGINEERED
TRUSS/JOIST PER PLAN
8'CMU WALL, BOND BEAM &
VERT. REINF. PER PLAN
NG STUDS TO BOND FEM DETAIL 2/2W2022
� "�'260
G
2X4 LEDGER OR TRUSS TOP
=- -ID(2)12d NAILS TO EA 2X4 LEDGER OR TRUSS TOP
STU (MAX. Is- O.C.) GONT 2X4 BLOCKINGILEDGER STRUCTURAL SHEATHING & V� CHORD W/ (2)12d NAILS TO EA
STRUCTURAL SHEATHING & -1 STRUCTURAL SHEATHING & ATTACHMENT PER PLAN, CONT.
TACHME (3)10d @ EA STUD & TOE WALL STUD MAX. Is- O.C)
CTURAL SHEATHING
ATTACHMENT PER PLAN, CONT, AT NT PER PLAN. CONT. D TO EA TRUSS THROUGH FLOOR SECTION
& ATTACHMENT PER PLAN THROUGH FLOOR SECTION STRUCTURAL SHEATHING
THROUGH FLOOR SECTION STRU C -A 6 SHEATHING 2x FRAME PLAN \1 9 ATTACHMENT PER PLAN
& FRAME WALL PER PLAN, W LL P�R
,TRUC
'TURAL
2� FRAME WALL PER PLAN, CONT S.ONT &ATTACHMENT PER PLAN CONT . M. 1 16
Z, PLATE * (2)16d NAILS 9 I6'O.0 2xPLATEwi(2)I6dNAILS(91 Oz� NAILS (P EA TRUSS
A= C= 7
PER GENERAL NOTES
PER GEN ONT. 2x4 RIBBON
FLOOR SHEATHING & FLOOR SHEATHING & ATTACHMENT F C SHEATHING &
ATTACHMENLOTOPRERGEN NOTES
w
TRUSS PER PLAN '/ -ENG ROOF TRUSS PER
3R �/ jLj \� PRE
ZK KNEE WALL ( MANUF., STRAP PER PLAN
PRE_ENG TRUSS PER PL TRUSS BOTTOM CHORD OR ZK LEDGER
8. CMU WALL BOND BEAN, / 10d MAIL TO EA VERTICAL & TO
& VERT. REINF. PER PLAN BOTTOM PLATEXHORD %W 16'O.C,
-NOTE:
DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL
TRUSS PER PLAN
ZK KNEE WALL OR
TOP CHORD BEARING
PRE-ENG ROOF TRUSS PER
PRE-ENG TRUSS PER PLAN
MANUF., STRAP PER PLAN
8- CMU WALL, BOND BEAM
(2) ZK6 LEDGER wl 1/4x 5'
& VERT. REINF. PER PLAN
SDS SCREW TO EA TRUSS
VERTICAL & TO BOTTOM
PLATE/CHORD @ 8'O.C.
" NO
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAJL
P -ENG ROOF TRUSS PER
RE
TRUSS PER I MANUF., STRAP PER PLAN
CONT. 2x4 RIE TRUSS BOTTOM CHORD OR
8'CMU— BOND BEAM 2x LEDGER W/ (2) 1 Od MAIL
& VERT. REINF. PER PLAN TO CONT. RIBBON C& 16' O.C.
"NOTE
DETAIL L02 IS REQUIRED TO ACCOMPANY THIS DETAIL
&,_,�NIFW TO MMRY WAL @ WW RW PJ2812022 -,)lFWTOWSONRYW&L@LOWFW Z12a/2022 UM TO MASONRY WAi @ WW RW 12./17/2021
:�_110 �T;7120 LTM-130
O� TO SCALE &NO_� TO SCALE &.0; TO SCALE
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN. CONT.
STRUCTURAL
THROUGH FLOOR SECTION
CONT. Z14 BLOCKINCVIEDGER
SHEATHING
2x FRAME WALL PER
/ (3)1 Od (9 EA STUD & TOE
C ONTINUOUS
PLAN. CONT. 2x PLATE w/
NAILED TO EA TRUSS
(2)16d NAILS @ is- D.C.
STRUCTURAL SHEATHING
A
BEAM/GIRDER PER PLAN
E.
& ATTACHMENT PER PLAN
.0
FL
FLOOR SHEATHING &
PER PLAN
, NT PER
ATTA( 'HME
GENERAL NOTES
E E NNAIL
HEATHING
S SHEATH,�G
-Us. I JOIST
TRUSSIJOIST PER PLAN
IRE-ENG ROOF TRUSS PER
PER PLAN
MANUF., HTU26 OR HANGER SHEATHING PER PLAN
SHEATF41NG PER PLAN
PER MAUNF., U.N.O.
BEAM OR
EDGE MAIL SHEATHING
FLOO
TRUSS
GIRDER
... NOTE:
ILO CONT. WALL SHEATHING INSTALL LSTAI 5 STRAP
EA STUD, CORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAWGIRDER
CMNEM AT FA 8/lW2022
L16
NOT TO SCALE LGG-160
7- 2114 BLOCKING BETWEEN EA
TRUSS (OR CONTINUOUS AS
TRUSS ALLOW) ./(3) 10d TOE
WNx IL TO
NNW
I � �EDGENAILINGPER
ET
DETAILS
dUSSES
H/4*x5* SDS @
EA TRUSS
TU26 OR
HANGERIPER
-NOTE: WAPAP1111VE
TO THE H.
BEING CONTINOUS TO THE
BEAM BELOW IS TO USE LSTA12
0 FA
_ STUD ABOVE TO BEAM
BELOW
2-9OffCONNECTMATBWW/WWW MOD (5110
L18 — _f22)
OT TO SCALE LGG-164(IE-450)
2x FRAME WALL PER PLAN. CONT.
Z, PLATE / (2)1 6d NAILS LD 16* O.C.
FLOOR SHEATHING &ATTACHMENT
LBSTA1 2 @ E.A TRUSS VERTICAL
PER GENERAL NOTES
END 0 Bo rioM PLATE
FIELD FRAME 2.4 KNEE WALL
OR PRE-ENG FLOOR TRUSS,
STUDS 0 24- O.C., TOE NAIL
BOTTOM PLATE/CHORD w/
1 Od NAILS @ 6. 0 C
LSTA15 @ EA. VERTICAL, BEND
TRUSS / JOIST PER PLAN J
0 BOTTOM OF TOP PLATE
SHEATH NG PER PLAN
I : .4;
Z, F.E WALL PER PLAN
(— �RL=TI1=WT0F%IEWAi
L03
LGW-030
a
%^;0 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
0 IBRAHEM ELAYEB, PE-
P.E.# 91476
N BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
4:=
.10 OF
4OR191"
C,
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0
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Michigan
3400 Aubum Rd
Suite 200
Aubum Hills, Ml 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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DETAILS -
FLOOR
3HEET #
S
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ZX12 STAIR STRINGER
2x LET -IN THRUST BLOCK
(S)IOd (0.14MI NAILS (2) 2XB BEAM
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I
(3)1/4*x2-3/4'CONCRETE $MAI kTDlNQ,
SCREWS To SLAB I$ W. WIG 2X12 STAR
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PER ARCH. PER ARCH. STRINGER
PLANS PLANS P
9_7 (2) 2X8 BEAM
i\\- 2X66 F(2LG001`R JOISTS
2X6 FLOOR JOISTS @ 16" D.C. 2x LEDGER ATTACHED TO
TO BEAM W/ LUS26 HANGERS (2) ZX8 HEADER w/ (2)16d 9 16- O.C. TO BEAM
NAILS 0 ir O.C., STAGGERED / LUS26 HANGERS
STRUCTURAL SHEATHING, REFER OLTQP OF OOR
12 TO STRUCTURAL SHEETS FOR -r E . LEV� PER PLANS A35 CUP EA STRINGER TO 0� MTS
NAILING & OTHER REG. 2X LEDGER. MAX. NAILING TRUSSIJOIST
ROOF TILE (OR SHINGLE PER SPEC) F PER MANUF
TRUSS STRAP PER STRUCT. DETAIL F;LOOR TRUSS FLO-OR GIRDDERIRIM
ER
InInn'l— FLOOR TRUSS PER MANUF PER PLAN
ulut v v X)o WALL CONT 2x BAND BOARD w/ PER MANUF. �� �j �
P TO LSC STRAP 0 EA
�(RE.R E.�) (4)110d NAILS TO EA TRUSS 2x6 LEDGER ATTACHED TO STRINGER TO BACKER
INSULATION AS Z16 LEDGER ATTACHED TO FLOORTRUSS.1 10dNAILS
PER YSP-EC. FASCIA PER COMMUNITY SPEC. 2x BAND w/ (2)1 Dd NAIL' S 9 3- D.C. ALONG BOTTOM
9 4- O.0 STAGGERED CHORD AND ALL WEBS
SOFFIT & OVERHANG PER SPEC.
PRE-ENGINEERED ROOF TRUSSES,
REFER TO TRUSS MANUF. DWGS
I 11Z Mft
GRASPABLE HANDRAJ L, 1 11Z MIN.
1 1/4. MIN. TO 1 112' MAX. DIA. HANDRAIL B—KETS
TO BE CONNECTED TO RETURN HANDRAIL
FRAMING PER MANUF INTO 1 x BACKER BID.
RECOMMENDATIONS
FLOOR JOIST OR TRUSS SYSTEM 1P 1 1/4'NOSING
DIRECTION PER STRUCTURAL STRUCTURAL SHEATHING. STRUCTURAL SHEATHING. REFER GREATEST VARIANCE BETWEEN LARGEST
R TO 2ND FLOOR J.INT D.L REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR TREAD AND SMALLEST TREAD SK41-L NOT BE SECTION PLAN
ROM BD OR TRUSS PER STRUCT FOR NAILING & OTHER REG NAILING & OTHER RED. GREATER THAN 30. GREATEST VARIANCE
INSULATION AS PER SPEC INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL PrKRAREMENTS
PER SPEC. RISER SHALL NOT BE GREATER THAN 3/8'.
.K TOP OF CMU PREjENTGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES
�F (REFER TO ELEV.) 12 PER REF R G TRUSS MANUF DWGS 12 REFER TO TRUSS MANUF. DWG MIX STAIR DUAILS 11/01/2023
::::::�PER
EL—EV ASPHALT ROOF SHINGLE ELEV. ASPHALT ROOF SHINGLE —
(OR TILE PER SPEC.) (OR TILE PER SPEC) ZG-101
�P TRUSS STRAP PER
IROEFFR TC.� E TRUSS STRAP PER
LEV.) STRUCT. DETAILS STRUCT. DETAILS
IS
1k;R
BOND BEAM PER PLAN d, REFER 19 PLAN PER t, REFER TO PLAN A35 CUP EA I IF%
A35 CLIP EA FLOOR
ELE
STRINGER TO STRINGER TO NGIRDEFJRIM�$M
FASCIA PER 2X LEDGER, PLANS 2X LEDGER, PLAINS PER PLAN PLANS
FASCIA PER COMMUNITY SPEC MAX. NAILING MAX. NAILING
11 COMMUNITY SPEC.
SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC
P SPEC
:ER
I BOND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS ;S
PRECAST UWML PER PLAN COWMWAND PRVAMalW ATTACHED PER MANUF
1 TO FLOOR TRUSS w/ 10d LSC TRAP (1P
INTERIOR EXTERIOR BOARD./ (4) Od NAILS (90 3- O.C. ALONG EA SSTRINGER
NING .1 RECAST M411i(l& ATTACHED BOTTOM CHORD AND ALL TO BACKER
TM?
BAND .1 (2)10d
SILL PER NAILS 0 4' OC, WEBS
SEE STRUCT FOR ffAGGERED
ALL REINF. RED. SEE STRUCT. FOR STAIR MAI 2V2812022
ALL REINF RED. ZZ-102
SE
U
SEE STRUCT. FOR ALL REINF. REG. INTERIOR EXTERIOR INTERIOR EXTERIOR
SEE STRUCT. DETAILS
FOR VARIATIONS SEE STRUCT DETAILS SEE STRUCT. DETAILS
FOR VARIATIONS FOR VARIATIONS
(2) 2X8 BEAM
0 -T FIN. FL. 01-7 FIN F 0'-V FIN. F
2x LET -IN THRUST BLOCK
-12 S' 2XIM2 ST
STRING STRING
FI, AC,
ST 1 (2)
FINI HEDGRADE (8)10d (0.148'x3l NAILS
FINISHED GRADE FINISHED GRADE VIM. ZX12 STAIR Is". 2X12 STAJR
TO WOOD FRAMING OR
PER ARCH. PER ARCH.
MONOLITHIC FND., SEE MONOLITHIC FND., SEE 3)I/4'K2-3/,r CONCRETE STRINGER STRINGER
MONOLITHIC FND., SEE STRUCTURAL DETAILS FOR SCR LAB PLANS 2x LEDGER To PLANS (2) 2X8 BEAM
STRUCTURAL DETAILS FOR STRUCTURAL DETAILS FOR WIDTH, DEPTH & REINF. REG. ATTACHED
. I
WIDTH, DEPTH, & REINF RED WIDTH, DEPTH. & REINF. REG. (2) 2X8 HEADER
"Kalamom 2X6 FLOOR JOISTS
RWO.C. TO BEAM @ I 6.O.0 TO BEAM
6.4090fANGERS w/ LUS26 HANGERS
2 STORY WAL SEM 11/01/ 1 STORY WALL SECTION 11/0112= TYPICA I OR WALL 9M STAIR DETAILS 11/12/2021
TIP STORY
WSG-041 WSM-010 M-020 ZnI34
I \\\
000 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
No. 0
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
Z_
0 BENJAMIN NIESE, PIE
P.E.# 86025
3 F 411
05/30/2024
%910
///,, Al.
DATE
III
H�
E 91,
E
-ji -
Fiel&tone
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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[VERSION,
SHEET NAME
DETAILS -
misc.
SHEET #
S
0
PRECAST LINTEL GRAVITY LOAD TABLE V4.21
LOADS LISTED RAVE SEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS:
CAST-CRETE. LCITTS CONCRETE, QUALITYPRECASTCO.
WAXINIUM LOAD JPLFI
APPROX.
LINTELLENGTH
MAX.CLEAR
OPENING
TYPEA
8'UNTEL
8' TYPE B
11" TYPE C
12"TYPEB
12"TYPEC
14-TYPEB-
14"TYPEC-
16-TYPEB
16"7YPEC
20"TYPEB
20'TYPEC
24-TYPEB
24'TYPEC
28'TYPEEL
28"TYPEC
3z TYPEB
32"TYPECI
z lop
1`6"
223.
3059
- 37 9
3 28C
51153
66C7
SC54
95G2
lowc
3059
4605
5205
6113
7547
9974
IODOO
103
100DO
3- 6'
Z 2'
2231'
3069
37.9
328C
5.63
66C?
8KC54
95C2
I CxC
3069
4605
5206
611L__
7547
8974
210000
10=
a- 0"
z Ill'
1783
2561
275"
328C
3822C
489C
196-
7 4
8:0
2561
4605
5205
6113
7
7
8974
100MM
IDODD
1. IS,
12"
1343
19e9
2:,C
2992
293.
3756
4576
54CC
6224
1969
4375
5205
6113
7019
'0'9
8672
10000
lOOD0
I'll
34'
1217
349
1438
17.6
1999
- cC
256C
31'32
3666
4249
1349
31M
4567
5355
4766
5817
7074
$203 1
1- 4'
4! C'
=15
9
1138
999
C
25EC
3-32
368C
4649
1349
3M
4567
SX5
4766
5817
7074
8203
5'l(r
4'6'
86C
105
'73
-63.
'C911
2549
3=9
347' ,
IMS
2622
4242
436G
3942 1
4989
5817
6662
1 11�
512,
710
'232
2.77
3738
348C
K 3.
37C7
4363
SC611
1232
2177
2730
3480
53si
8360
8625
7590
7'6"
& 2'
5M
99-1
1729
1-08
63,
22C5
2696
3-91
36W
991
1729
2108
2632
3B98
5661
4742
55M
V 4"
7D'
488
699
1, ISC
.5-15
-626
2564
3486
2818
33C2
699
1245
1516
1043
2564
3486
2964
3387
9- 4�
to,
416
699
-.6c
N.A
�625
2564
3486
28.6
3302
09
1245
N/A
1843
2564
3486
2964
33V
y 21
354
535
89.1
N/A
'-247
2^93
2777
2.63
2536
535
1054
N/A
1533
2D93
2781
2259
2615
Ill Ir
10,01,
315
567
89.
NiA
-361
LE46
2423
327
ADDS
567
945
N/A
1366
im
24' 23
3227
4006
1. 1�
111811
292
525
873
N/A
-* 2S A
�664
2.93
28C5
3552
525
873
N/A
1254
1684
2193
2805
3552
ITT
11'2"
277
47�
755
NIA
C75
LE38
23116
2893
471
755
N/A
2075
1428
1838
2316
28M
13, t
lz 0"
255
471
755
NA
C75
1428
A38
2316
2535
471
755
N/A
1075
1428
1838
2316
2883
wo,
lz 6-
239
424
1 7C6
N/A
CCI
1326
1 697
2.21
2276
424
706
N/A
1002
1328
1 1697
2127
2630
l4'Ir
lY 4"
N/A
N/A
WA
N"A
N�'A
WA
N/A
N/A
N,'A
N/A
783'
N/A
1234*
1421'
1779'
218V
2662*
15, 111"
10 0"
N/A
N!A
WA
N 1; A
N/A
N,,A
N/A
N/A
N/A
NIA
710*
N/A
116D*
2331'
1w.
21132'
2459*
17, r
260,
N/A
N/A
N/A
NiA
NjA
N'A
N/A
N/A
N/A
N/A
542*
N/A
w-
2117'
1379*
1671*
1997*
19, V,
it 01
N/A
N/A
N/A
N"A
N/A
N/A
N,�A
N/A
NIA
-N/A
�20*
N/A
7"
50
1.-
1177-
1411'
11571'
M, 171
its,
N"
N ' 'A
N 'a
N/A
Nl,'�
"A
N,, A
N/A
N;A
340-
N/A
5 Sis
1-
1466'
24, Of
218'
N/A
NIA
N,g;,
N A
jN/A
"NJ
N, A
WA
N/A
NIA
N/A
250-
45D
(60'
.8n
I 109(r
1220'
PRESTRESSED 9 W/2" RECESS ULUNTE�S
Type A = Unfilled no Rabat; Type 8 = Conzinums Grout. Steel pe, Plan I n Be nd Beam Only; Type C m Cc nzinous Gmut.Steel pe, plan In Bw d
Beam & Lintel
LEGEND
# 8x8 FILLED CELL W/ (1) #5 REBAR
BEAMS
Wj] 8X8 FILLED CELL W/ (1) - #7 REBAR
HEADER - WIDTH TO MATCH WALL
GIRDERS
F01 8X8 FILLED CELL W/ NO REBAR REOD
PLUMBING WALLS (FOR REFERENCE)
BEARINGISHEAR WALLS (FOR REFERENCE)
45'CMU - FILL CELLS W/ �05 REBAR
ROOF BLOCKING
202 FILLED CELL W/ #4 REBAR
(,IN WALL)
BALLOON FRAMED
2X12 FILLED CELL W/ #4 REBAR
WALLSMIGHER BEARING WALLS
(I IN COLUMN)
CONCRETE TIE BEAMS
lv� ELEVATION INDICATOR
PLUMBING PENETRATION FOR
DETAIL INDICATOR
FRAMING LAYOUT
LINTEL OR WOOD HDR DESIGNATION
OPEN SIZE (ALL WOOD HDR'S TO BE 42) PLY U.N.O.)
<�-- BRACED WALL LINE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
' 1
GRAVITY
01,4 0 lD
UPLIFT Uli 0 1.6
LATERAL
Obs) 0 1.6
META16
a
I
0.148-.1-IP-
--
1450
Fl:340
F2: 770
HETA16
9
0.148",a-1/2"
1810
FIE 360
F2: 770
(2) META16
a I-cov
10
0.14r.1-1/2"
IS75
Fl: 690
F2 770
(2) META16
AD 2- or 3-dv
14
0.162'.3-1/2'
1795
FI:1285
F2 � 1080
lo
o.14s -,a-1/2-
1920
F1:690
F2: 770
(2) HETA16
4D 2- or 3-ply
12
1
D.162'.3-1/2
2365
Fl 1350
F2.1430
HSTM16
a
'"48-1-1/2'
1110
Fl:120
F2 90
4
1/4.1-3/4- CONIC SCREW
NQ
6
3/8' x4'TITEN HD
8250
243S
6
1/4". 2 1/2' SIDS SCREW
-C28
36
0.148' x31/4"
3460
-12
14
0.148".1-112-
990
KLGUM28-2
-12
28
0.148".1.112"
19M
MTS16
14
0. 149"X2-1/2"
990
HJ210-2
18
I/C K 2 3/4'C2t EW
SCR
35W
1800
10
0.148" . 3�
HTS16
32
0.148".1-2/2"
2,990
(211,11TS16
16
0.148".1-In"
1310
HTS20
24
11.148-io-IP-
1310
LSTA12
Ill
0.148".2-1/2'
925
LSTAIS
14
0.14411'K2-1/2"
1235
LSTA30
22
1640
MSTA24
is
0.148' X21/2"
1,640
(2) MSTA24
36
0. 148" X 2 1/2'
3,280
MSTAL36
26
0. 149" X 2 1/2"
MO
(21AVISTA36
52
0. 1411- X 2 1/ 2-
4300
MSTA30
22
0.24111".2-lin"
2050
MSTC28
36
0.142'. 3 1/4'
3,460
MSTC52
62
0.l4Irx3-V4"
4735
MSTAM24
9
0.148"2��
1.425
5
1/4" X 2
MSTAM36
13
0.14$'X 3"
1.870
a
1/4' X 2 1/4-
(2) MSTAM36
26
0.148" X 3"
3740
16
lJ4' X 2 1/4"
MSTCM40
10
1/4x2-1/4' CONC SCREW
-
P,
29M
14
0.24B"x3-2/4"
MGT
22
0.148"0'
-
3965
FI:775
F2:52L-
1
518- iTR
NGT-3
16
0.148".3'
-
10.790
2
3/4-ATR
VGTR w L
I
5/8"ATR
-
2225
I
1`1�650
F2;630
16
1/4-x3- SOS
VGTR/L
2
5/8"ATR
-
SS45
F1�650
F2.630
32
1/4.3" SOS
VGT
1
S/B"ATR
-
49W
F1.1185
F2: SW 1
16
1/4"x3" SOS
J2) VGT
2
S/8- ATE,
-
7185-2ply 9890.
Idw
FI:1185
F2 590
a2
1/4"x3"SIDS
DTT2Z
1
a
1/2" ATR
l/4"113"SDS
-
ljB2S-2x4 min
21454212.4 min
HTT4
I
S/8-ATR
-
3610
is
0.148"x3-1/2"
HTTS
I
-
4670
26
1 *34
��A
HTTSXT
I
5t8'ATR
-
5445
26
SDAID.2-1/2"
ASU44Z
I
5Ar'ATR
757-0
19M
12
0.162".3-1/2"
ABU66z
1
5/8' ATR
is__
18205
2475
12
0.162".3-1/2'
N2.5A
10
0.131".2-In"
56S
F1:110
F2; 110
MICA
is
0.14rxl.ln-
1340
li:S61
F2:285
HULOA-2
is
0.148'.1-1/2'
1011110
Fl:680
F2 :260
MUC48
14
1/4-x2-3/4- CONIC SCREW
35W
1135
6
0.148".3"
HUC414
24
1/4"A2-3/4- CONIC SCREW
-
SOBS
2015
12
0.14MIN3"
LUS26
4
0.148'*3'
865
1165
SF444
12
0.1411`xl-1/2�
1
-
Si do 640
1 Center: 1280
DTC chps
4
3/16'x2-3/4" CONC SCREW
Fl 85
F2:135
2
0.132-x2-1/2-
A35
12
0. 13211.1-1/2"
Fl 650
F2 670-
SDWCIV"
I
SDWC156DD
615
F1:13�
F2 : 22S
SDWC1545D
I
SDWC15450
295
F2:150
HTU26
20
0.162',3-1/2'
3200
1250
14
0.14BK3'
LGU3-63.SDS
16
1/4" X 2 1/2-
6.720
5.555
12
1/4"X In'
HDUB-SDSZ.S
1
1,1' Al
7.870
20
1/4-X2 2'SDS
1
2" ATR
r
11,17S
30
1/4 - X 2 112" SD�
20
0.162". 3"
2940
3240
20
0. 148". 11/2"
13.
i4t' � 3
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
UNIT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAIUNG
MFR
MANUFACTURER
ARCH
ARCHITECTARCHITECTURAIL
ED
EQUAL
MIN
MINIMUM
ATIR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTrOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
BOT
BOTTOM
FID
FLOOR DRAIN
OC
ON CENTER
BRIG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTW'N
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAILING
CIL
CENTERLINE
FN
FIELD NA]UNG
PLYWD
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT/FEEF
REUNIF
REINFORCINGIREINFORCEMENT
Ci
CONTROL JOINT
GALV
GALVANIZED
REOD
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CIVIL)
CONCRETE MASONRY UNIT
GRD
GRADE
SC
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHTG
SHEATHING
CONIC
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBIL
DOUBLE
HDR
HEADER
SPF
SPRUCE PIR FIR #11#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DVVG
DRAWING
IN
INCH
-LINO
UNLESS NOTED OTHERVASE
140 WINDSPEED CHARTS
140 MPH 2023
FIL - C & C Pressures (ASD)
Effective WhW Area
Ilable Roof Comp-
tilp Roof C..p-ts
W.11 Compor"'"'s
zone 1
2- 2
Z- 3
1 Z- 2
1 :-� ��
-
Zirrie 4
Zone 5
A � IW SOFT (GI rders)
-35.3
1 17.1
1 -417
17.1
1 -49.0
1 14,8
1 -30.3
1 14.8
1 -3&5
1 14.8
1 - 316 5
31.1
-34.1
32.1
1 -38.0
A<SOSCUFT(VVIndom)
-40.4
1 19�2
-54,9
19.2
-63.9
1 1&7
-36.0
18.7
-32.7
18.7
-45.9
327
-35.9
32.7
-42.3
A41OSCUFT(Fasxeners�
4,2
-8A 1
24 2
98 A
1 )71
490
27.1
.67.5
2711
97 q
...
- 7
36 �
-dqn
Components and Cladding Priessures [ASID) - ZQ23 Fill.
Positive Neitartive
Width Height Effective Pyeswre Presstore
Dew cid Im iw ffli Arealft2l Loft Wt
16= 0HGD
---
1 16
7
1 112
30.8
1 -34,4
3D66
w/3010 TR
ENDS
3
8
X0
346
-45.1
3068
w/3010
4
3
a
24.0
34.6
-37.7
3090 DOOR
ENDS
3
a
211LO
34,15
-45.1
25SH
4
3
5.25
as
35,16
-317
6068 SGD
4
6
&67
40.0
314
-36.6
28M DOOR
4
167
1 6,67
17.8
35.3
-38.3
30505H
4
5
aO
35.7
-36.8
7
ENDS
3
5
15.0
3S.7
473
ENDS
2
4
RD
3&S
-Z
61.
311110 SGD
4
6
8
48.0
3ZB
-3&0
DESO PRESSURES SHOVIN ARE MINIMUM A-LOMABLE
VALUES. VALVES ARE TO BE 04CREASED AS
REWRED BY MORE STRINOT LOCAL REOURDIENTS
020 Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING-,-
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
��2 E
E
a 2 t.2
2t; 2 'E
a z
&
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 811466.3310
www.fieldstoneae.com
0
0
Z
>
LU
0
L3
V)
LU
Cc
<
TZ
t-
r-
0
F- -I
L
DRAWN BY- FFF��
VERSION: 5.01
SHEET NAME
4: Z REFERENCE
CHARTS
T OF
.-0
RID
SHEET #
S5.1