HomeMy WebLinkAbout37741 Dusty Saddle Ln5 10 � EISENHOWER CMU
Garaize Left - Elevation I
SHEETINDEX
NILIT'115ER:
51HEET NAME;
NUMBER:
51-4EE7 NAME:
CS
COVER SHEET
C5 - 3
SQUARE FOOTAGE CALCULATIONS
F-1.0
FOUNDATION - 5LA15 PLAN
E-1.0
ELECTRICAL PLANS - FIRST FLOOR
E-20
ELECTRICAL PLANS - SECOND FLOOR
A-10
FIRST FLOOR PLAN
A-20
SECOND FLOOR PLAN
P-01
PLUMBING R15ER DIAGRAM
A-3.10
FRONT / REAR ELEVATIONS I / ROOF PLAN
A-311
SIDE ELEvATION6 I
A-32
MISC DETAILS
A-33
M�C DETfL5
A-3.4
M SC DET4 LIS
A-4.0
BUILDING SECTIONS
ENE%Y REQUIREMENT 5CLIEDULE
EXTERIOR WALLS (FRATE)
R-13
EXTERIOR WALLS (BLOI
4] FOIL
ATTIC CEILW.
R-30
GENERAL N07E5
TWE STANDARD GENERAL SPEC IF [CAT IONS FOR AMERICAN HOMES 4 RENT A AMW
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED A SUPPLEMENTED BY THESE
WINDOW INSTALLATION:
PLANS
1. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH TILE
MANUFACTURERS WWTTEN IN57ALLA71ON INSTRUCTIONS WRITTEN INSTALLATION
3. [DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF�
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR III WINDOW.
SEPARATING THE DWELLING FROM THE GAR4,SE SHALL BE CONSTRUCTED OF .4 MIN
2023 FLORIDA BUILDING CODE. RESIDENTIAL 8TH EDITION
-2& GAUGE (0,48 —) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
OCCUPANCY. SINGLE FAMILY RESIDENTIAL
FLOOD ZONE R
X,QL9EMZNT,'
2-
WAVE NO OPENINGS IN70 THE GARAGE
1 PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION
-r 5 T ON
4� FOUNDATIONS AND SUPPORTS FOR OUTDOOR MEC"ANICAL SYSTEMS SHALL 15E
IrT;L.ET��EMALL BE SEPARATED FROM TWE 51DENCE AND ITS ATTIC; AREA
p
E
BATH AFI
INSTALLED ABOVE TWE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM 70 TWE
BY No' LESS THAN Ir INC" (12.7 —) GYPSUM BOARD APPLIED TO THE GARAGE
1, INSTALL —A BLOCKING, AT TOILET PAPER AND 7OWEL BAR LOCATIONS SEE
MANUFACTURER 5 INSTALLATION INSTRUCTIONS
SIDE. GARAGES BENEATH HABITABLE ROOMS 614ALL BE SEPARATED FROM ALL
DETAILS.
,A51TABLE ROOMS ABOVE BY NOT LESS THAN 5/a INCH (15.5 —) TYPE 'X' GYPSUM
5. AUXILIARY DRAIN PAN. CATEGORY lv DONDEN51NC. APPLIANCE5 SHALL 15E
BOARD OR EQUIVALENT. WHERE TwE SEPARATION 16 A FLOOR -CEILING ASSE"BLY,
KITrWI
PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
THE STRUCTURE SUPPORTING THE SEPARATION SWALL ALSO BE PROTECTED By NOT
IN TALL �X& BLOC<JWG AT 8e' AFF ON r-EN7ER FOR UPPER CABINET
INSTALSLATION.
COMPONENT WILL OCCUR AS A RESULT Or STOPPAGE IN TWE CONDENSATE DRAIN
LESS THAN l,2 INCH (12 7 —) GYPSUM BOARD OR EQUIVALENT
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SEC71ONS M14113,
EXTERIOR FINISWES,
ii��y OWER AREAS;
R T
T"ICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION SHALL BE PE HE
I BER-CEMENT OR GLASS MAT GYPSUM BOARD (NO GREEN BOARD
EXWAUST FANS AND VENTING
CURRENT APPROVED BUILDING CODE AND ASTM C52(.. INSTALLATION OF EXTERIOR
ALLOWED) IN COMPLIANCE WITH ASTM C1258, C1325, OR II AND IN57ALLED WITH -e
1. OUTDOOR _ WARGE TWE AIR REMOVED BY EVERY MECHANICAL EXHAUST
r
DSr
LATkING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
. 1-1/14" DASGERZ PWILF'5 WAFER LEAD CEMENT BOARD SELF DRILL 5CREW5 UP
SYSTEM 5WALL BE DISC"AFI TO THE OUTDOORS. AIR SWALL N07 BE EXWAUSTED
APPROVED BUILDING CODE AND ASTM C 101r.3
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SLOWER AREAS
IN70 AN ATTIC, SOFFIT4 RIDGE VENT OR CRAWL SPACE
AND W,4LL PANELS IN SLOWER AREAS.
E CLII
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE
1. EACH BEDROOM MUST WAVE ONE WINDOW TWAT COMPLIES W17W EGRESS CODES IF
TERM17E TREATMENT.
REC:JRCULATED WITHIN A RESIDENCE OR 70 AN07WER DWELLIWG UNIT AND SWALL BE
THERE 15 NO ACCESS TO EXTERI R T"ROLG" A DOOR THE WINDOW MUST HAVE A
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TEWITICIDES
EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
MAXIMUM OPENING WEIGHT OF 440A5OVE FIN15W FLOOR LINE OF TWAT PARTICULAR
INCLUDING SOIL APPLIED PESTICIDES, BAITIW. SYSTEMS AND PIII APPLIED
TOILET ROOMS SHALL NOT IDISGHAW31E INTO AN ATTIC CRAWL SPACE OR OTHER
ROOM
TO WOOD OR OTHER APPROVED METWO06 OF TEW11TE PROTECTION LABELED FOR
AREAS INSIDE THE BUILDING
USE AS A PREVENTATIVE TREATMENT TO NEW CONSTIRLICTION UPON COMPLETION OF
2 IN DLUELLNG 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 SHALL BE
MORE THAN 12 IN WES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
DETEWINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS M1502.4-5 I THROUGH
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE .4 MINIMUM OF 24
PEST CONTROL C.OMPANY THAT CONTAINS THE FOLLOWING STATEMENT 'THE
M1502.453. THE MAXIMUM LENGTH OF THE EXHAUST DUCT 544ALL BE 35 FEET FROM
INCWES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF WINDOWS SWALL NOT
BUILDING WAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET
PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4 SPHERE WHERE SUCH OPENINGS
SUBTERRANEAN TERT1ITE5. TREATMENT 15 IN ACCORDANCE WITH RULES AND LAWS
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2.5 FEET (162
ARE LOCATED 07WIN 24 INCHES OF THE FINIS"Er, FLOOR PER THE CURRENT
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
FOR EACH 45 DEGREE (015 RAD) BEND AND 5 FEET (1524 —) FOR EACH SO
APPROVED BUILDING CODE.
SERVICES
DEGREE (1* RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - WWERE A CLOTLIE5 DRYER B005TER
FLA--`WIw1:
IN A "VAC.
�17r
FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM
1. FLA AND
SWING SHALL BE INSTALLED AT WALL AND ROOF IN7E FRISECT IONS. DECK
ENE Y 9�E CULATIONS FOR WEATING AND COOLING CAPACITIES SHALL BE
H
LENGT OF THE EXWAJST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE
WALL NTER5ECTCN5r AT GUTTERS AT ALL CHANGES IN ROOF SLOPE OR DIRECTION
FURNISHED BY THE "ECHANICAL ENGINEER AS AN ATTAC;L;"ENT TO THIS PLAN SET
PEFI TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURERS
AND AROUND ROOF OPENINGS
AT THE 71ME OF APPLICATION FOR PERMT7,
INSTALLA71ON INSTRUCTIONS. WHERE A CL07HES DRYER BOOSTER FAN 15 INSTALLED
AND NOT READILY ACCESSIBLE FROM TWE ROOM IN WPICW THE DRYER 15 LOCATED
2 APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SWINGLE
2 MECHANICAL APPLIANCES SHALL BE ACCE661BLE FOR INSPECTION, -SERVICE
A PERMANENT IDENTIFYING LABEL SWALL BE PLACED ADJACENT TO L94EIRE THE
FASHION IN SUCH A MANNER AS TO PREVIENT ENTRY OF WATER INTO THE WALL
REPAIR, AND REPLACEMENT WITHOUT REMOVING IFEWAKENT CONSTRUCTION, OTHER
EXWAUST DUCT ENTERS T14E WALL. TWE LABEL SHALL BEAR THE WORDS 7WIS DRYER
CAV17Y OR PENETRATION OF WATER TO TWE BUILDING STRUCTURAL FRA"ING
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED 70 THE APPLIANCE
EXWAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATEED 500STER FAN.'
CO"IPONENT5. THE FLASLONG SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
BEING INSPECTED, SERVICED REPAIRED, OR REPL4CED. A LEVEL WORKING SPACE
WALL FIN 15W, APPROVED DORROSION-RE61STANT FLASHING SHALL BE INSTALLED AT
AT LEAST 30 tNr-"ES (7&2 —) DEEP AND 30 NC:,,E5 (1r.2 —) WIDE 544ALL BE
4 PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
ALL REQU!REr LOCATIONS PER THE CURRENT APPROVED 5U[LC>IWG CODE
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 4/30/2024
VERSION: 5.0
SQUARE FOOTAGE
AW ASSET MAIIIAGEMENT SQ. Fr.
HEATED AREA
Sq. Ft.
MAIN LEVEL
10-r
SECOND LEVEL
1220
TOTAL AH4R SQ. FT. (SWYCrWA
2297
METHODOLOGY: ANSI Z76I
The TOW area caWated from the wtarde-to—ttede of framing, including optIInal finished basement optixIs as
sh-m. This area e,Icludes stai—I at highest 1I abwe grade, garage, cmwed patio/p—hes.
ALL WOKK SHAI 1, k-()�IPLYINIT H PREVAUNG
CODES
NATIONP,1_ '-',ODE.
ANIDTHE CIT-, rw
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CONTRACTOR AV PLAN5
501 OIASTRrT TIESE
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STACTILRAL EJ319M (TO BE
PROVIDED ITT 0430UR OF
WCORD), � DOCREPACY
IDPIENSICIei ORDItATICK ETCJ
BETUI TWM DR4,01% AID TIG
�96OCMIED DR41116 � ITE
DRAIMB 5" BE REFORTID TO
D7411RACTOR T ONCE A4D NO
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BEUMN TIM DR40M MO TE
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OCWrRACTOR AT ONCE *V NO
CONSMIC M &�L PFOCEED
LML CORPRECTED �E
CIONTIRACTOR AULMS T4
OESPONBM" TO tlEET ALL
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SOUARE FOOTAGE
CALCUATIONS
7 1
ICS-31
ow,
FOUNE)4TION FLAN NOTE5
ALL WOW SWALL BE IN 57RCT COMPLIANCE UXTW BUILDW.
CODE, RESIDENTIAL, AND QDUNrY SUILDW. DEPARTMENT.
STRIP TOPSOIL TREES, STUMPS ROOTS, ETC. FROM ALL
AREAS MERE CCN57MC71ON LUILL OCOUIR UND
FILL 54A. BE FIRMLY COMPACTED, CLEAR "%DCLAY
MATERIALL
: FREE OF ROOTS O%ANIC MATTER OR OTWIR
NTERICR BEARWj LOCATICINS SWOULD BE COORDINATED
UqTW TRM MANUFACTURER 4 STRUCTURAL MINEER
LAN41 5L.4B—
F—
PWADE 50L TREATMENT AND VAPOR BARRIERS AT ALL
4' CONCRETE 5LAB MIN. OVER 6 MIL
SLABS (KTERIOR).
VAPOR BARRIER SLAB SWALL BE OVER
CLEAN COMPACTED FILL Ull FISERMIE514
UNtT SECURED TO
PAII
A- CONC;
SLAB MIN.W/
FIBERMES�4
----j
A
- - - - - - - i - Li
- — — — — — — — — — — — — — --
L----
— —
WB
CONCRETE 5LAB
4' CONCRIETE SLAB MIN. OVER IS MIL
VAPOR BARRtER 5LAB SWALL BE OVER
CLEAN COMPACTED FILL Ill F15ERIESW
'<�AC Cl�
BASEDION
-V4
LOCATON
L
ELECVTRICX
CONDUIT FOR
ISLAND
It -if?,
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GONC4TE 5L45
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�CRETE
E11=5 I�ALL BE OVER
CLEAN CCtlP4C D FILL Lul FIBEF &EST4
f
WB
F ORCk 5L,45--_
4" CONCRETE 5LAB MIN OVER 6 MIL
VAPOR BARRIER SLAB 5�4ALL BE OVER
CLEAN COMPACTED FILL W/ FIBERPIE5�4
SLAB
m N UP FIBERMESW
(L
16 -0" Of-ENING
12 -all
-4;.
1 5 -4"
SLAB PLAN - ELEVATION '10
smi'law-l"rown
4=1 " DEVELOPMEW
DO NDI SCALE lW.SE DOWN"
VE� SIXDM ORIEWA 07.
CONTRAGIOR AV SITE PLA45
BEFORE C4>6TMCT T�ESE
DRAW" DO 4M OWAN
&-ECFr WORUThCN FOR ART
51MICTURAL ELETINTS ( 0 BE
PROVIDED BY EWAEER OF
RECORD) AN' OWMI-A%Cl
'DMI�� ORIENTATON. EtCJ
MrTmm� T4ESF DRA&INSS Ac w
AWMATED DRAWN56 04V& STE
DRAAINGS S� BE REPORTED TO
CONTRACTOR I OHM AV NO
CONSTOWTION %4AL1 FQXEED
UNTIL CORIIECTED T4E
WINTRACTOR ASSUMES TW
FMVOH�- TO MEET ALL
NEWPIEM10416 OF LOCAL SALDW,
OFFICIALS A TO CCMFLY WM STATE
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VERSION: 5.01
*WTOIU..TION -
SLAB PLAN I
FLOOR FOLAN NOTE5
PROVIDE 1,7" (MINIMIJIM)GYPSM BOARD SEPARATION AT WALL5 AND S/8* TYPE X CEILINGS
IN THE GARAGE ADJACENT TO 714E MAN WCAJ5E AND ATTIC AREAS. .
WASHING MACAINE 16 ALWAYS LOCATED LEFT OF THE DRYER XES6 NOTED OTHERWISE
ALL EXTERIOR WALLS AIRE DRAWN AT S' CMIJ tINLES6 NOTED OT14EMISE
ALL NTERIOR AND COMCH WALL$ ARE DRAWN AT 3 1/2' LNLE58 NOTED OTHERWISE
HEADER FOR FIRST FLOOR 15 AT S'-O' ./ S'4" CLG t SECOND FLOOR 16 AT T-0' UY 6' CLG
W44MIL W647 514ALL BE 3(p'MEASJRED VERTICALLY FROM THE NOSING OF THE TREAD.
0) DENOTES EGRESS WINDOW
HANDRAIL
1-1/2" MIN
AlLt
I N To
1"1/2' MAX
fATTICTEIRCO
\-�ETLIIRN
IL I HANDRAIL
5ECTI 2-'�N
PpOvICE HANDRAIL IN C40MPLIANM WITH
THE CURRENT APPROVED BUILDING CODE.
------------ &N
LANAI
A C
V-4" CLG A1:F,
10' 3
CONCRETE
;P-
3,2-5,08w"
S,
SH
25 SH
2&621
55REAKFA6T NOOK
HIS
S'4" CLG
FAMIL'�
ANK
VINYL PLANK
ROOM
CLG
31-01 X 61.01,
VIS'-4"
NYL PLANK
ISLAND
24 WALL 34 1.
AFF. W/ 12' BAR Top
SLOPED CEILWG INDER 67AIR5
42" KNEE4ALL-
WITH CAP
3.
[ 2--l" 1'-1" 2-1
'KITCHEN
up (n) R15ER5
To '
112 4
S'-4" CLG
PLANK
TRE I N1,1
ADS (V.
i
�g%
PANTRY
9 4" aa
co
311m
0
c,
ARAGE WALL5 C011014
WIG4 LIvtAREA=1T14,AvE
1/2' DRY LL SE ON
N. 20 MIN FIRE)
LOCATION (2 114
V
4'-
AS CODE IMQJlf)e5 131-101, M2�
LI E4 3" 6`2�" 0
�PER MARKET
2-CAR I
: �ER
OPT. BOLLARD VENT—
TYR GARAGE LOCATION : w I—
T-4" CLG AF ......
GREY
BOX
EUCTRICAL
P*IEL
WALL
CONCRETE LAUNr-)Ry
31W CLG
OPMENING NYL PLANK
21LI n ILI A!Ift_ ja . . . . .
FOYER
--- ----------- --------------- --- --------
S'-4" CLC
VI NYL PLAIK i-FQME �IE
VINYL PLANK
3OW
V-0" T-0' OR GARAGE DOOR 25 SH
:.114
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VEFaFY FRONT PORCH I
&CCLRGET`1
FIRST FLOOR PLAN - ELEVATION T
SCALE. Imlilrow?)
SCALL 1,W- 'IV PM
Pw[)R
5'-4"CLG
VINYL PLANK
60 1 AMH DEVELOPMENT
DO M07 SCALE THESE DRAUNGS.
VERIFY BUILDING ORIENTATION MY
CONTRACTOR AV PLANS
SERM CON57IMT THESE
DRAWINGS DO CONTAIN
5PECF NFORMA7104 FOR ANY
STRICT El-EMENTS (TO BE
PROYDE By EWNEER OF
RECORD) AW DWRIPANCY
(DIMENSIONS, ORIENTATION, ETC)
T
ASSOCIATED DRAU065 N&a SITE
DRAING5 SkAL BE REPORTED TO
CONTRACTOR T CNCE AID NO
CONSIRC ION SHALL PROCEED
LINTL CORREMD THE
CONTRACTOR AW"5 THE
RESPONSIBILITY TO MET ALL
RECARE 6 OF LOCAL BUILDW,
OFFICIALS A TO COMPLY ON STATE
- BJILDNG��
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FIRST FLOOR PLAN
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FLOOR PLAN NOTE5
PROVIDE 1/2'(MNIM11) GYP" BOARD SEPARATION AT WALLS AND 5/3' TYPE X CEILN35
IN THE GARAGE ADJACENT 10 THE MAN HOUSE AND ATTIC AREAS
WASPNG3 MACHINE 15 ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED OTHERWISE,
ALL EXTERIOR WALL5 AIRE DRAUNI AT 9' CMU LKE86 NOTED OTHERWISE.
ALL INTERIOR AND COMMON WALLS ARE DRAWN AT 3 1/2" LINLE58 NOTED OT14ERUIM
HEADER FOR FIRST FLOOR IS AT V-0' ./ V-4" CLG I SECOND FLOM 18 AT l'-O' IN W CLG.
HANDRAIL MEGWT NALL BE 36'MEASURED VERTICALLY FROM TWE N051W. OF THE TREAD,
(9 DENOTES EGRESS WINDOW
PANDRAIL
1-1/2" MIN
C'RA"'
MA RALL!
lj�M To
MAX 12"N
0 IAMETE-�,
L
IL I VI4ZEAtT4UDFRN�lL
SECT' f!LAN
PRD"DE _DRAL N COMPLIANCE WITM
THE WWRENT APPROVED BUILONG CODE.
5TAIR DIAGRAM
I&
f4r."
am
SWILOOR I RINAWN
B C RAISED PLATFORM
vla
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SECOND FLOOR PLAN - ELEVATIONT
waEff-11-voixt?)
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6021 " DEVELOPMENT
DO -4 E THEM
IERIPY EWILDW. ORI NIATION UTW
C ITE
CONSTRZTION. THESE
DRAWH3S DO NOT CONTAIN
SPECIFIC NFORMA71ON FOR
5IRCTORAL ELEMENTS (TO BE
PROVIDED By ENGINEER OF
RECORD). ANY DISCREPANCY
'01ITIEN54ONS, ORIENTATION. ETC.)
DETLEE- TIE �5 AMD
5E DRXr
A55XIATED DPAWNGS �la 'rrE
CR�W
'S S"L BE REFORTE ) To
CONTRACTOR AT OWE AND NO
C06TMCTION SMALL PROCEE
UNTIL CORRECTED. THE
CONTRACTOR A--&,MES THE
RESPONVIBILITY TO MEET ALL
J�OF LOCAL W L M
COMPLY A STATE
W. CODES�
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SEOOND FLOOR PLAN
owwa
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---------------
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4 VENT
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ROOF PLAN - ELEVATION 01'
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-----------------
ZCW I ATTIC YWILATIM 13W SO Fl ATIIC SPACE / I SO FT VENTILATION)
CALCULATIONS REFLECT 50% RIDGE AND 50% SOFFIT VENTS
764 60 FT LNDER ROOF A C /
300 50 P I] SO FT , 421 50 F7 VENTILATION
SOFFIT VENT 5 50 IN EACW
OFF -RID( E ANTS 104 50 IN EA
42150 r . 50% 2 q 50 FT WGII 2 11 SO r LOW
1464 VEN7W,
2JI 50 FT 50 IN ;303-* 50 IN %GUIRED
(3) OFF -RIDGE VENT 104 50 14 - 312 50 IN
2,1150 FT ; 144 60 IN -30336 50 IN REMIRED
30336 / - 3-4 SOFFIT VENT$ (CON7NJOLA VENTED 50FFIT�
Z04E 2 ATTIC VMLATION. (300 50 FT ATTIC WACE 11 50 F7 TENTILATIOW
305 60 Ft UNDER ROOF A IC �
300 50 FT / 1 50 FT - 102 50 FT VENTILATION
SOFFIT VENT S SO IN EACW
LOW VENTING
tM 50 FT x L11 50 IN z 46M 50 IN REQUIRED
46M / I . 16 SOFFwlT VENT5 (CONTHIJOLS VENTED SOFFIM
ZOW 3 ATTIC VEWILATICN: (3W SO FT ATTIC SPACE I I SQ FT VIENTILATION)
70 50 F1 LWDER ROOF AMID /
300 50 FT � 150 FT - 40 5Q FT VENTILATION
SOFFIT �Wt 5 50 IN EACA
I OW VENTrW,
At 50 FT x 1" 50 N -51bll) 50 N REQUIRED
51,60 / 5 - 6 SOFFIT VENT5 (CONT114.101,16 VENTED SOFFIT'
6
— — — — — — — — — — — — — — — — — —
6/12 PTCA4
AW SWINGLE
_'L
ROOF (TYP)
6/12 PITC44
SWINGLE
PTC�4 ROOF ( TYP
Akr_14 54414GLE
ROOF MP)
2r,d FLR CEILM
FLA544ING—
(TYPICAL)
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ELECTRICAL GENERAL NOTE5
WTCWES TO BE AS" AFF
RECEPT5 TO BE V AFF - 42' F OAR A COUNTER
ALL UQW5 TO BE IN ACCORDANCE UTI4 NEC
ARC FAULT CIRCUIT INTERRPIER PROTECTION SHALL BE PROVIDED As REOLIAED
IN NEC 20 CIA) AND SHALL BE INSTALLED IN 4 READ ILY ACCE561BLE LOCATION
ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EMIPPED WITH A MONITORED BATTERY BACKUP PROVIDE
AND INSTALL LOCALLY CERTIFIED SMCKE� DETECTORS
GROUND FAWLT CIRCUIT NTERRUPIER SHALL BE PROVIDED AS REQUIRED IN NEC
20NA) AND INSTALLED IN A READILY ACCIE55IBLE LOCATION
IT 5 THE FFESPONS151LITY OF THE LICENSED ELECTRICIAN TO INWRE TWAT ALL
ELI:CMCAL WORK 15 IN FULL COMPLIANCE WITH NFPk ICA - NEC AND ALL
APPLICABLE LOCAL STANDARDS CODES AND ORDINANCES
PROVIDE INTERSYSTEM BONICtW, TREMNATION AT SERVICE LOCATION PER NEC
250S4
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NEC 40,W A) A (B)
RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED
W% OF THE LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE
464-EFFICIENCY LAMPS
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC 110A,
ALL RECEPTACLES 514ALL BE TAI�lPER RESISTANT PER NEC 406,12
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARA&F SHALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE
OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE
AFCI PROTECTION - 20.12 (5) DWELLING UNITS. ALL t?O VOLT SINGLE PHASE, 5 AND
20 AMP BRANCH CIRCUITS SUPPLYING OUTLE75 INSTALLED IN DUELLS4G LN175
FAMILY ROCTIS DINING RDOMS LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS &UNROOMIS RECREATION ROOMS. CLOSETS, HALLWAYS, OR SIMILAR
ROOMS OR AREAS -44ALL BE PROTECTED BY A LISTED AFCI COMBNA71ON TYPE
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SWITCHES TO BE 45' AFF.
RECEPTS. TO ISE 12' AFF. - 42" IF OVER A COUNTER
ALL WIRW. TO BE IN ACCORD44CE WITH NEC
AMC FAULT CIRCUIT INTERRIAPTER PROTECTICN S4ALL BE PROVIDED AS REQUIRED
IN NEC 210.12(A) AND SMALL BE 16TALLED IN A READILY ACCESSIBLE LOCATION
ALL SMOKE DETECTORS SHALL BE HARDIURED INTO AM ELECTRICAL POWER
SOURCE AND SMALL BE ECUIPPED UT14 A MONITORED BATTERY BACKUP PROVIDE
A14D INSTALL LOCALLY CERTIFIED SMOKE DETECTORS
GROUND FAULT CIRCUIT INTERRUPTER SMALL BE PROVIDED AS REQUIRED IN NEC
210.e(A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION
IT 19 T14E RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE T14AT ALL
ELECTRCAL WOW 15 IN FILL COMPLIANCE WITH NFPA 10A - NEC 00 ALL
APPLICABLE LOCAL STANDARDS CODES 40 ORDINANMS.
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25OS4
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RECESSED LIGHTING, 70 BE AIR TIGHT AND IC RATED
WX OF THE L41PS IN PERMANENTLY 16TAJM FIXTURES SHALL BE
MiGW-EFFICIENCY LAMPS
REFER 10 ENERGY CALCULATIONS FOR ADDIT04AL INFORMATION.
PROVIDE THE REQUMD CLEARANCES AROUND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC IIV26.
ALL RECEPTACLES SMALL BE TAMPER RESISTANT PER NEC 4M.12.
T14E BRANCH CIRCUIT 15UPPLYINS T14E RECEPTACLE(S) IN A GARAGE WALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEP`rACLE
OUTLET SMALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AFCI PROTECTION - 2102 (5) DII-1 I ING. UNITS. ALL 120 VOLT, SINGLE PHASE, b AID
20 AMP BRANCH CIRCUITS IRIPPLYIN0. OUTLETS INSTALLED IN MELLWI UNITS.
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PEEL A, STICK ORWA RASING. SINGLE LAPPED
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VINYL PLASM DRIP SCREED - PER SPEC
INSTALL PER MANUFACTUREn RVALLATION INSTRUCTIONS
CAP SINGLE - DO NOT STAPLE OR NAL
tOOF CEMENT
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PEEL & STICK BRIDGE RASING. OVERLAP ON TO ROOFING
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PREDCAN83M WOOD TMWES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
NOTE ALL ROOFING MATERM (PER ELEVATION) SHALL BE INSTALLED
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SHEATH14G WITH STRUCTURAL DRAWINGS
/� ROOF TO WALL AT RAKE
(2)
5CALE 3"� 1 -0"
WATIERPROOF WALL MW TRANSITION VARIES
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TYP. 19. CLG.
MAIERIAL - PER M
DRIP EDGE, CRACK CONTROL AM WEEPS -
REMDEIAILSANDSPECS
FOR TO STRUCTURAL
L
FOR MNS TO WALL
TIE SEAM
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TYPICNILSOMFIMPERMC
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TYPICN, STUCCO FINISH ON BLOCK PER rculIKOCKRIFERMICTURN.
M TYPICAL SRICCO FINISH ON BLOCK PER
T CMU BLOCK REM STRUCTURAL
SPEC
TYPICALINTIMWAL
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VERIFY FOUNDATION PROFILE. VARIES BY WAINSCOTF PER ELEV. M VOC
LOCATION / CONDITIONS VERIFY FOUNDATION PROFILE. VARES BY
REFERSFRUCIUM TYP" BASE LOCATION / CONDITIONS
VERFYDErAL FOR TERMINATION WALL PER WEC REFER STRUCTURAL
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I VERSION: 5.01
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MtSC. DETAILS
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A-3.4
GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA ONTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE
REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE,
2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
INCLUDE ARCHITECTURAL, STRUCTURAL. MECHANICAL. ELECTRICAL AND CIVIUSITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAJLS 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 P AM"
LOCAL GOVERNING CODES. CURRENT EDITION, AND ALL REoUI4RtC4T=N D
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 UASONRY 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-1 50
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD .=7 PSF
ROOF TOP CHORD DEAD LOAD (TILE) _= 16 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/ STORAGE) =20 PSF
ROOF BOTTOM CHORD LIVE LOAD (./o STORAGE) 10 PSF
ROOF BOTTOM CHORD DEAD LOAD 10 PSF
FLOOR LIVE LOAD -40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS) 30 PSF
FLOOR DEAD LOAD =15 PSF
DECK/BALCONY LIVE LOAD 40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
I L TION
TOTAL LOAD
LIVE LOAD
MA) OT�A
DER TOT
'T � 0
L �16�7FTRUSSES
U240
U240
fCT,0N
I FLOOR JOISTSITRUSS
L/365D
L/480
1
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/8'
2. ANY MEMBER SUPPORTING BRICKNASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L/600
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY. OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED -N/A
BASIC WIND SPEED =140 MPH
EXPOSURE CATEGORY
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. GUARDRAIL/HANDRAJL LOADING:
ALL GUARDRAIUHANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - 'ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS.'
CONCRETE NOTES:
I . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332"RESIDENTLAL
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 SO'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', ACT 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:
SLAB40N43RADF_'WITHIN UPPER 2/3 OF SLAB AND 3/4"MINIMUM COVER AT INTERIOR
CONDITIONS; 1-112" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FaMDATION AGAINST EARTH: 3-
FORMED CONCRETE.* 1-1/2- (#5 REBAR OR SMALLER) 2- (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8'
8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION.
CONCRETE NOTES (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 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 I Ar 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 31 S. 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
SPEE4
, MURS CONCRETE PLACEMENT. MAXIMUM JOff ED SLAB
, I Z, =NYNING FOR UNREINFORC
3-112"SLAB: 8 FEET O.C. EACH DIRECTION
4" SLAB: 10 FEET D.C. EACH DIRECTION
WELDED WIRE FABRIC (W.W.F.) 6X6-WI.4XW1.4. 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 INCHE&
MICROF OR MACROF 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 C1 116. THE MANUFACTURERISUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WTTH ASTM C1 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 1-112 INCHES INTO THE FIRST POUR
OF CONCRETE.
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROV10E CONCRETE FILL AFTER BEAM ERECTION.
18. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 'STANDARD SPECIFICATION
FOR CONCRETE CURING"AND ACI 308R *GUIDE TO CURING CONCRETE".
FOUNDATION NOTES:
I . CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO 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 SLAB$ 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 AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2� WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED.
3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 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
WTTH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES."
2� CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Fm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3 CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
4 MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WTTH 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
CEMENTIUME 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 WTTH (I)-#S 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 RAVE 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 IAMETER
ACI HOOK
#4
20'
3"
10"
#5
25'
3-3/4'
101
#6
34'
4-1/2'
111
MASONRY NOTES (CONTINUED):
10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTH ER 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 NCNIA TEK 34B -"BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTIONI.'
WOOD FRAMING NOTES:
1 . STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER. AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE 'NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.- INDS)
2, PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION." AND
SHALL CONFORM 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, WTTH NUT AND 3"x3"xO.229" WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING= 2'-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-PNE-FIR NO.1 /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
F,= 875 PSI F, = 425 PSI FT = 450 PSI F,= 1150 PSI Fv= 135 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8, BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (8)-0.1 62-x2-1/2- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO.2 OR BETTER WTrH BASE DESIGN VALUES:
F�= 1100 PSI F,= 565 PSI FT= 675 PSI F,= 1450 PSI Fv= 175 PSI E= 1400 KSI
NTH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 NTH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MICIVOLLAM LVL PARALLAM PSIL TIMBERSTRAND LSIL
E - 2000 KSI E 1800 KSI E 1300 KSI
F, = 2600 PSI F, 2400 PSI F, 170D PSI
(-) - 'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER 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 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0. 131".2-1/2" 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 (l)-2x JACK STUD AND (l)-2x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.0 ON DRAWINGS:
WINDSPEED OF
140 EXP. C
FW HEIGHT
OFT
9FT
I OFT
STUD
SIZE
� HEADER SPAN
IT
4
1J11K
1,111K
1J/IK
6
1J/1K
1J/1K
1 J/2K
8
1J/1K
1 J/2K
IJ13K
10
1J/2K
1 J/2K
IJ14K
2X4
12
1 J/2K
I J/4K
14
1 J/2K
_jJ/3K
1 J/4K
ENG
16
ENG
18
ENG
WIN SPEED OF
� = 140 EXP. C
WALL HEIGHT
8FT
9FT
IOFT
STUD
SIZE
HEADER SPAN
IT
4
1J/1K
1J/1K
IJ/1K
6
IJ/1K
1J/1K
IJ/1K
8
1J/1K
1J/1K
1JIIK
10
1J/IK
1J/1K
IJ/1K
2.6
-
12
1J/IK
1J/1K
IJ11K
14
IJ/IK
IJ11K
1J/1K
16
1J/1K
IJ/1K
1J/1K
18
1J/1K
IJ/IK
1,1/1k�
13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14 LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16* D.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MIN.) 9 24- O.C. MAXIMUM.
15 STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDERIBEAM PLY COUNT WITHIN 1/2' TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDERIBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(l).
IT FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURERS
DEI GATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURER'S RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD t-JOIST SHALL
CONFORM TO ASTM D 5055.
JURISDICTION SPECIFIC NOTES:
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 NTH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-I 495 THE SOFFIT WILL COMPLY WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
1 . ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF
TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED
LOADS WITH ANSI/TPI I "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION" FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTURER'S DELEGATED ENGINEER.
2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE
DESIGN CRITERIA NOTES SECTION.
3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES
FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE
THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFT/LATERAL LOADS IMPOSED
4 TRUSS MANUFACTURER SHALL PROVIDE MANGERS 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 OCSI-83 IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
I MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36' LG.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REIIAR 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.
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 THEnE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSINC-4MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE.
A 1/2'x6' TrrEN HD WITH "A" MINIMUM EDGE DISTANCE AND 6' MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2' THREADED ROD SET�313 EPDXY 7" EMBEDMENT NTH 1-3/4" MINIMUM EDGE DISTANCE AND
7-1/2" MINIMUM END DISTANCE IS A DIRECT 1: 1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
WTID GROUT FILLED MASONRY (GFCMLJ):
A 1/2'X6"TITEN HD NTH 1-314" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8"
D.C. REPLACES A 1/2' DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT AT 6-0" D.C.; LIKEWISE A
1/2'x6" TITEN HD WITH "A" M INI MUM EDGE DISTANC E AND 8' M INI M LIM END DISTANCE AT 2'-8'
O.C. REPLACES A 1/2' DIAMETER ANCHOR 13OLT 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
40
6-V
140
1 _r
150
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 LESS THAN 1-1/2" FROM
THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAJL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3- LG. NAILS). WHEN GAP IS GREATER THAN
1 -IM". INSTALL NEW ANCHORS.
MASONRY WALL OVERHANGING SLAB
BLOCK OVERINANG REPAIR
, 5/8" NO REPAIR REOD
5/8' < OVERHANG < 1-1/2- GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
�1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR
NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH
GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS;
OR WHEN A HOLE IS DRILLEDSCRED 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
HOUENOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS1.5 WITH (12)-1/4"Xl -112* SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE FISS2-"#%SDS3 WITH (1 2)-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 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.
Fi
e
C.O.A.# ARCHITECURE:
01
AA26002802
C.O.E.# ENGINEERI
No
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
Al STATE OF
N BENJAMIN NIESE, PE
'Af
XOR19
P.E.# 86025
05/24/2024
DATE
v
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Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
129M Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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CORNERS TO COMPLY
WTHE INTENT OF THE
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NUMBER OF CORNER
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29349
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P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
TRUSS NOTES J'k 13 � t �
2 -_' -
UNLESS OTHERWISE NOTED ON PLANS: a E 2
I . ALL TRUSS STRAPS TO MASONRY ARE TC
BE META16. 2
2. ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H10A WHEN INSTALLED ON E
EXTERIOR WALLS SHALL BE CONNECTEC
THROUGH EXTERIOR SHEATHI
NG. (2)
H2.5A TO BE USED TO MULTI -PLY TRUSS
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I EACH SIDE .18d NAILS MIN. SIMPSO S
S S
H2. SA MAYBE USEDON JACKTR SE
w/ M J�
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ON THE EXTERIOR OF THE WA St.. -.2
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FOLLOWING:
A) TRUSS TO TOP PLATE TO BE (2)
SIMPSON SDWC15600
0) MULTI -PLY TRUSS REQUIRE (2)
SDWC15600ATEA. PLY
C) (1) SDWC1 5600 SCREW FROM TOP
PLATES To JACKTRUSSES
4. FORD Fieldstone
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DETAIL R60 FOR INSTALLATION Michigan
CONFIGURATIONS. 3400 Auburn Rd
. ISu a 200
Au bum Hills, Ml 48326
IMSUMER +1 248.622.4035
FOR PLANS FIELDSTONE AE IS NOT Florida
CONTRACTED TO PERFORM TRUSS REVIEW 12906 Tampa Oaks Blvd.
ON ' THE CONTRACTOR IS RESPONSIBLE TO Suite 150
ASSURE THE DIRECT COMPLIANCE OF TRUE Tampa, FL 33637
MANUFACTURER LAYOUT TO THESE
DRAWINGS & VERIFY ALL TRUSS +1 813.466.3310
CONNECTORS ARE SUFFICIENT TO
WITHSTAND THE LIPUFT/LATERAL LOADS WWW'. fieldstoneae.corn
IMPOSED.
IF ANY TRUSS CONNECTOR SHOWN IN THEE E
DRAWINGS CAPACITY HAS BEEN EXCEEDED
THE TRUSS MANUFACTURER SHALL NOTIFY
THE ENGINEER OF RECORD IMMEDIATELY
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uss
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'AIL
AN TYPICAL TRUSS TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER
CHOR PER PLAN DETAIL AT TRUSS HEEL � 9 =114' ANCHOR PER PLAN FRAMING PER PLAN TYPICAL SHEATHING DETAIL FRAMING
Fkfe PER PLAN
REFER TO ARCHITECTURAL DRAWINGS AND/Oft TRUSS MANUFACTURER DRAWINGS FOR DETAIL AT TRUSS HEEL > 9114'
SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS. SLOPE. OVERHANGS) STRUCTURAL SHEATHING,
SEE PLAN AND DETAILS FOR
STRUCTURAL SHEATHING, SEE ATTACHMENT
PLAN AND DETAILS FOR >
ATTACHMENT PRE-ENGINEERED WOOD
PRE-ENGINEERED WOOD TRUSSES AT 14' O-C, MAX,
TRUSSES AT 24'O.C. MAX. TRUSS ANC14OR PER PLAN
TRUSS ANCHOR FRAMING PER PLAN
M R FASCIA, ISEE ARCH DWGS) CONTINUOUS STRUCTURAL
PLAN
FASCIA, (SEE ARCH DWGS) SHEATHING NAJL PER
BOND BEAM 4r TYPICAL SHEATHING DETAIL
PER PLAN DETAIL AT TYPICAL TRUSS] DETAIL AT TYPICAL TRUSS 114-
w/ HEEL . 91/4' —all
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EA. END TO TRUSS ATTACHMENT)
PRE=IYEERED C
BOND BEAM PER T.0 AT 24'0
PLAN AND SCHEDULE
SHEATHING PER PLAN
8"CMU WALL, SEE
PLAN FOR VERT. REINF. METAIISATBLOCKING
(WALL WNG @ OM. EXT. WALL 00kffM 11101,'1W3
F�-! TO SCALE RWM-070
STRUCTURAL
SHEATH I NG PER PLAN
PRE-ENGINEERED
TRUSSES AT 24'OC
TRUSS STRAP PER PLAN
Ir CMU WALL, SHEATHING PER PLAN
SEE PLAN FOR
VERT. REINF.
NG @ PERKNDCLAR BRG. WALL N"EAR) .....
ROB
NOT TO SCALE RWM-OBO
*X* = 10% --"-A
HOUSE WIDTH
01 2
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GABLE END
ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT WALL
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OPTION MUST BE USED FOR CONTINUOUS LOAD PATH
a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT
SHEATHING INTO DOUBLE TOP PLATES EXT
SHEATHING IS CONTINUOUS AND WILL TRANSFER
COMBINED SHEAR & LIPLIFT,
b INSTALL TYPICAL SS CONNECTOR FROM MUSS TO
TOP PLATE ON INSIDE OF THE WAU_ ADDITIONALLY
INSTALL LTS12 TOP PLATE-TO.STUD CONNECTORS 0 EA
STUD. EXT. SHEATHING IS CONTINUOUS AND WILL
TRANSFER COMBINED SHEAR & UPLIFT
c INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP
PLATE. EXT SHEATHING IS CONTINUOUS AND WILL
TRANSFER W�m � A U�
4'14'rjt�4'14'
22 1/2'
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30' TRUSS OR 1-350 5 1 T
RAFTER
SDWC15600
(D
OVERHANG OVERHA14G
MR PER PLAN
IIV-1 3714'
SPIGILE WWQ CONFKNJRATION A SWME 8DWC CONFXXJPATION B
(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED V41TH STUD)
INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
INTO TRUSSIRAFTER INTO TRUSS(RAFTER
TRUSS OR TRUSS OR RAFTER TRUSS OR RAFTER
3,
"4.+ (2) SDWCI5SDO (2) SDWCI 5600 (2) SDWCI SSW0
(D (2) (D
3' OVERHANG OVERHANG OVERHANG
1 1/4' PER PLAN R PLAN PER P.LAN
PER
3 A 1/4' 3/4'-1 114r* 1/21-11 1/21-11 111-7/8" 1,17-7/8'
31- DOUBLE SUM DOUBLE SIDWIC: CONFIGURATION 8 DOUBLE SDVIQ OONFIGUIRATION D
+ 2 2 �('-25' CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH
INSTALL THROUGH TOP PLATE INTO TRUSSIRAFTER INTO TOP PLATE
22", 22 112, (TRUSS ALIGNED WTH STUD)
OPTIMAL OPTIMAL P INSTALL THROUGH TOP TRUSS/RAFTER
LATE INTO TRUSStRAFTER
R TO DWBI E TOP PLATE SCREW COWECTKN 11/01/2023
CONTINUOUS CONT. 2X4 (MIN.) wl STRUCTURAL
(2) 10d NAILS SHEATHING PER PLAN
SHEATHING, SEE
STRUCTURAL
LAN FOR
(2) A35 9 EA. W/ TO GABLE OPPED TOP CHORD TRUSS w/ (3)10d
T P HORIZONTAL BRACE, - 0 C RECrD O—T.
AT�� 2X4 OUTRIGGER AT 24
OVERHANGS GRE&TE� THAN 1A5T.
1 Od 7 ATTACH DR
8'0 C TO TYP TRUSS CONNECTOR PER PLAN
TOP PLATE ONE EA. SIDE STRUCTURAL TOENAILS
WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPEC
PER PLAN WOOD 2X4 BLOCKING (9 CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER
EDGE NA)UNG SHEATHING (2) 1 Od NAILS
IN LIEU OF BLOCKINGAND wl (2) 10d 0 EA.
EDGE ENDTOADJACENT 2X4 LADDER FRAMING AT
NAILING SHOWN BLOCKING AS REQUIRED
WITHI THE GABLE, TRUSS WEB 24' OC, REM AT
CN IT IS JOR BOTTOM OVERHANGS LIP TO 15' FOR BRACING BY TRUSS
A CEPTABLE TO USE CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER,
NAIL SPAC NG TO PERMANIENTTRUSS
'EDGE I TRUSS ASSHOWN) CHORDW (2) 1 . NAILS BRACING PER TFIUSS
BOTTOM CHORD OF
TO TRANSFER LOAD. AT 16'O.C, MANUFACTURER Ia4r
2X4 BLOCIONG @ GABLE TRUSS - q
TOE -NAIL SHEATHING EDGE .1 VERTICAL WEBS AS BRACING PER TR S MAX. SPACING.
E D . E; :NX UrN.GL (2) 1 Od (9 EA. END NOTED IN THE MANUFACTURER (1) ADDITIONAL FLAT 2X4
S) WITH BLOCKNGN
SHEATHING TO ADJACENT STUD FRAMING EXTEND114GAMI
SHEET A -A OF (3)
SPLICED SHEATHIING TRUSS NOTES (Le, BSCI REC'MT TRUSS BAYS PLACED
BETWEEN PIERMANENT
(3) 1 Dd NAILS 9 (3) 1 Dd NAILS 9 TRUSS WRWACIII
EA. TRUSS TRU NAIL BOTTOM CF40RD PROVIDE 2XS PT PLATE .1 112'DIA. x (RESULTING IN 5'-0' MAX.
OF GABLE TRUSS / ANCHOR BOL - - - - . 3'1\. OVERALL SWING)
12d�S AT 4'0.C. PL WASHERS AND r EMBE IZONTAL 2x
ss7t7, MASO HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN
EE PLAN MASONRY WALL, BOND BEAM. UNTEL BEAM. FIRST 3 BAYS OF
FOR OR RAKED BEAM PER PLAN. FOR RAKED FRAMING TO
ATTACHMENT OF ALL BEAM g VAULTED CONDITION, SEE PLAN PERMANENT BRAC114G
S I w/ I
�STRUCTURAI SHEATH AND DETAIL. Dd 0 4' O.C.
GAME END TRLISS BRAUNG DUAL 11/01/2023
RWM-090
'r = 10% ---"
HOUSEWIDTH
01 2 3
`j
C
RIDGE
1)
GABLE END
BOSTON HIP " GABLE J�
'r - 1D%
HOUSE WIDTH
- ',7
01 � �2 I/
-1_21
< 0,
0
HIP
ROOF SHEATHM
NALS
ROOF FASTENM ZONES
8d RING
1
1 2
3
SHINGLE:
7/16* SPAN RATED SHEATHING
PANEL EDGES @ SUPPORTS (1)
6'0,C,
61 O.C.
4'0.C.
OR
SHANK
TILE 15/32' SPAN RATED SHEATHING
01 13'x 2-3/8'
OR
PANEL FIELD (1)
61 0 C
61 OC,
6* O�C'
METAL: 15/32' SPAN RATED SHEATHING
NOTES:
I LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL
� EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
3 FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION'r OFFSET FROM ROOF EDGE.
301 WIDE HOUSE = 3, ZONE, 4U WIDE HOUSE = 4'ZONE, 501 WIDE HOUSE = 6 ZONE. W WIDE HOUSE = 9 ZONE
(8) 10d NAJLS
EA STRAP
��ENG�NEERED WOOD —
TRUSS AT 24'O.C. MAX,
WHEN QUANTITY OF MISSED TRUSS
STRAPS MISSED EXCEEDS (5)
CONSECUTIVE LOCATIONS, INSTALL
HrAMIOKTAw(4)-1/4'x2-3/4'MASONRY
SCREWS TO TOP OF WALL &
(4)-IY4-xl -1/2' SCIS SCREWS TO TRUSS
TO AFFECTED MISSED TRUSSES
TYPICAL CMU WALL
(1) SIMPSON HTSM16 (OR
APPROVED EQUAL) AT
EA. MISSED LOCATION
(4) 1 J4'0 x 21/4'
MASONRYSCREWS
AT EA STRAP
CONDTIONS OF LIM
I UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,110 lb� UPLIFT
2 NOT ACCEPTABLE ON MULTI-PLYTRUSS APPUCATIONS.
IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR
ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION.
MROOFFSHHEAOTHING ATTADMENT DIAGRAM (MAXIMUM OF 150 MPH EXP C) 11/01/2023 MISSED TRLISS ON REPAIR 11/0112023
RWG-ilo &NO� TO SCALE AWM-130
STRUCTURAL TYP TRU
SHEATHING PER PLAN CONNECTOR
CONT. 2X4 / (2) PER PLAN
12d NAILS
SEE REQUIRED
BRACING PER TRUSS
MANUFACTURER
ALT. OUTLOOKER �FRAMING
(REO'D AT 17DMPH OR GREATER)
CONT. 2X4 w/ (2) 12d NAILS
STRUCTURAL SHEATHING
PRE-ENGINEEFIED WOOD
TRUSSES AT 2'-V 0 C. MAX.
FASCIA
(SEE ARCH DWG.)
RWW-=
VALLEY SET
TRUSSES 0 24' OC V_ ' SET
'A"Ey
MIN ir LONG 20 TRUSSESI@
GA. FLAT STRAP� 24' D.C.
w/ (8)16d
SHEATHING
PE
PER P-LAN
R�
_4 _ NG
LINDEF Ss
ENDS ��
LT.S
TRUSS CHORD (1) SDWC15600
w/ (3) 10d EA. TRUSS SCREW
END. TO EVERY
OR TRUSS BELOW
VALLEY SET
TRUSSES (0 24' OC
SHEATHING
PER PLAN
-------------
*2X4 PURLIN @ EA. VALLEY
ZTRUSS, NAIL TO COMMON
TRUSS w/ (3) 16d GUN NAILS
BOTTOM CHORD OF VALLEY
TRUSS NAILED TO PURLIN W/
10d GUN NAIL 0 Ir O.C.
TRLISSUIUSETOMI'ME 11/01/2023
K::�/NO-� TO SCALE R�;;60
2X4 LADDER FRAMING AT 24'
AT
2X4 BL JNG AT DIAGONALS ONLY. ATTACH AT EA. END
OCV
O.C. REQ'D AT OVERHANGS
(2) 12dTOENAILS. NAIL SHEATHING TO BLOCWNG AT 6' OC,
GREATER THAN IT, ATTACH TO
W/ MIN. Bd NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
-To
TRUSS TOP CHORD W/ (2) 16d
12116d
WHEN SECOND BRACE IS REQUIRED,
NAILS AT 24' O.C.
NAIL TO OPPOSITE SIDE OF BLOCKING�
STRUCTURAL
I AT VERTICALS 3'Ar TO V-S'USE ONE 2X4U BACK.
SHEATHING
WA
PER PLAN
2 AT VERTICALS OVER 6'-6' TO 94� USE (2) 2X4 V BACKS (1
EA. SIDE) (OR FRAME PER CASE 3 BEI W)
3. AT VERTICALS OVER B'W TO 13*-V USE ONE 2X4U BACK
AN D AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
3
RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
BLOCKING BELOW THE ROOF SHEATHING wl (5) 12d� AT EA.
END. IN ADOM N TO THE SECOND DIAGONAL, A
0
FOR
STRONGI&ACK IS ALSO REQUIRED AT THESE VERTICALS AND
AC ENT
ATTACHM� OF
�SEE :PLAN
MUST BE ATTACHED TO EA. 'L' BACK WITH (2) 12crS AND ONE
ALL STRUCTURAL
U
SIMPSON H5 OR ONE USP FITS CONNECTOR.
S EA NG
HEATHING.
SIDE NAIL ALL *L'BACKS AND STRONGBACKS wl 126� AT 6'
SHTG.
O.C. NOTCH'L' BACKS AT TOP AND BOTTOM
ISLOCIONG
PRE-ENGINEEREDY
TRUSS ANCHOR �D
TRUSSES AT 2*4)'O.C=
PER PLAN
L
CMU WALL PER PLAN FASCIA (SEE ARCH
DRAWINGS)
SHEATHING PER P AN
TRUSS ANCHOR
PER PLAN
FRAMING PER PLAN
PARTIAL WOOD BEARING I
HIP TM BWNG DETAIL HM_ 11 -Too
R/DZI/2023
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Wow
Fieldstone
C.O.A.# ARCHITECURE:
EN
AA26002802
C.O.E.# ENGINEERI
No. 8
29349
13 IBRAHEM ELAYEB, PE
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P.E.# 91476
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0 BENJAMIN NIESE, PE
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P.E.# 86025
05/24/2024
DATE
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Michigan
3400 Auburn Rd
Sufte 200
Auburn Hills, MI 48326
+1 248,622.4035
Florida
12906 Tampa Oaks Blvd.
Suits 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
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VERSION: 5=01
SHEET NAME
DETAILS -
ROOF
SHEET #
S4
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PANEL EDGE
7
FIELD
SLOCIONG
EQUIRED (FAIN
I
SIZE
NAILING
PACING
I REQUIRED
S 711W
HEATHING
I I
ALL EDGES
PANEL EDGE NAILING
NOTE: PROVIDEBLOCKING
AT ALL SHEATHING EDGES S
3/8'
STRUCTURAL
SHEATHING
SINGLE MAIL EDGE SPACING
& 112S
DOUBLE NAIL EDGESP ING]
SPACING 2X4 BLOCKING
PER PL�AN SHEATHING SPLICE - SAME
NAILING THICKNESS AND STRENGTH AXIS
PER PLAN ORIENTATION AS WALL SHEATHING
EXTERIOR WALL SHEATHING
PANEL —1
FIELD
BLOCIO14G
.UI.. 1.�N.]I
SIZE
I NG
.Lr
S PACING
REQUIRED
7/1 Ir
-
TO.C.
I
12' D.C.
I
ALL EDGES
SHEATHING
S
3/8'
STRUCTURAL SHEATH114G
A�FIELD NAILING.
FSINGUE MAIL
I EDGE SPACING
PANEL EDGE
NAJL114G
END MTHNG DUAIL
TWA SHEATHING DETAIL 11101/2
Ll W 11/01/2023
021)GABLE
SCALE WGW-010 -; TO SCALE WGG-020
INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE:
Ix CUSTOM P.T. 1I TO at OR emATER BLOCK TO
I x WOOD MASONRY MASONRY
I x P.T. BUICK MATCH FRAME WIDTH BUILT-UP THICKNESS . 2
ATTACH .1r NAJLS 04' ,4' = 1/4W MASONRY
ATTACH FROM ENDS AND 12, D.C. SCREWS @ 4' FROM ENDS
WINDOW PER REMAINDER. ATTACH AND ITO.C. REMAINDER
FLORIDA WINDOW THRU SLICK INTO 1 1/4' EMBEDMENT
PRODUCT MASONRY PER FLORIDA
PRODUCT APPROVAL
F MIR ELEVATION
8 :_,-�MMODINATTAI DUAIL 12/17/2021
W.-
NOrTISSCALE WGM-140
STRUCTURAL SHEATHING
III ATTACHMENT PER PLAN SILL PLATE, PER PLAN
2x FRAME WALL W/ RT
ANCHOR BOLTS OR STRAPS
SEE GENERAL NOTES, U.N.O.
, 4MIN . C.0 .' BOW SEAM
&VERT REINF.PER PLAN
L
11.
9 FRAME WALL ON MI WALL 11/01/2023
140; TO SCALE WGM-121
EXT. WALL
PER PLAN
2X4 BLOCKING (9 24' D.C.
N�UED BETWEEN STUDS
wl (2 1 Od NAILS EACH END
(�9 INT. WALL CONNECTION TO EXT. WALL
INT. WALL
PER PLAN
(2) 10d NAILS E14
STUD TO EA. BU
PRE-ENGINEERED TRUSS PER MANUF 9 24'O.C. MAX�
ATTACH TYP TRUSS STRAP PER PLAN INOT SHOWN)
(6), 0.148'x3' FACE NAILS THAU KING
STUD TO HEADER (MIN. 3 EA PLY.)
HEADER STRAP REQ'MNT PER TABLE
ULT BASIC
WIND SPEED
HDR MAX
CUR SPAN
STRAP
RECfMNT
< 140 MPH
- _
4 IFT
_
I LSTA1 8
.14OMPH
9FT
I MSTC28
(2)-2x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @
9' 0,0, ALTERNATING SIDE OF THE
WALL FROM TOP PLATES INTO RAISED
HEADER BELOW OVER OPNG. TYP.
TYP TRUSS.TO-TOP PLATE
CONNECTOR PER PLAN
HEADER PER PLAN, (2) PLY.
MIN. ADDITIONAL JACK(KING
STUD CONNECTOR
REQUIREMENTS PER PLAN
(2)-2x TOP PLATE
(6) o.ms,,n. FACE NAILS
THRU KING STUD TO
HEADER (MIN. 3 EA. PLY.)
ULT BASIC
WIND SPEED
HDR MAX
CUR SPAN
STRAP
RE(rMNT
<140 MPH
4 IFT
LSTA18
FT
MSTC28
IFT
MSTA24
160 MPH 5 FT F-m-sTZ4 EDGE MAIL SHEATHING AROUNID OPNG �14OMPH 9
1 PER TYP SHEATHIf 1: ErAL REOW4TS
<100 MPH 5
2XFRAMING BELOW WINDOW
PER PLAN OR
SHEATHING PER PLAN OPNGS PER PLAN; OMIT AT
AT FOUNDAT ON CONDITION . HOLD GENERAL NOTES DOOR OPNGS, TYP.
DOWN REOZEMENT PER TABLE:
ULT BASIC HOR MAX HD REOI -LR
WIND SPEED CLR SPAN AT 2-STORY FUR TO+
�140 MPH 4 IFT DTT2Z W/ j8)-1/4'x1-1F?__ CONDITIONS (IF APPLIES);
& 1 V TITEN HD'
<1 40 MPH 9 IFT
HTT4 W (1S)-0A48'x1-1/r TO
F11
KING & 518W TMEN HD*
160 MPH 5 FT
DTT2Z W/ (8)-1/4*xl -1/7
a I r2W TmFN HD'
2x STUDS, SPACIP".
ULT BASIC
WIND SPEED
HOR MAX
CLA SPAN
HD REOfMNT
< 140 MPH
4 IFT
CS1Sx41r LG,
< 140 MPH
9 FT
(2) CS 16x4IrLG.'
� 160 MPH
I IFT
CS1 6X48' I G
PLANIN07-ES TYP. NO. STD HEADER CONFIGUMTION APPLY (1) STRAP TO JACK STUD W1
(VIEWED FROM INTERIOR) STRAP & (1) STRAP TO KING STUD
AT CRAWLIBASEMENT CONDITION. TITEN HD SHALL BE SUBSTITUTED FOR ATR
OF SAME DIAMETER DRILL & EPDXY 6' MIN EMBED TO FOUNDATION WALL
TWA OMNG @ BMNG WAL (FIJCCD) 11101/2023
WGW-050
EXTERIOR CMU WALL
GARAGE DOM AND � E `� *, �
TRACK. INSTALLED PER
MANUFACTURE%
SPECIFICATIONS.
1X6 WOOD BUCK ANCHORED
TO CMU wl 1/2x 6' ,
OA 5/8. WSIMPSON =S
HD'S / TWASHERS AT 24'
7___ O.C. & WITHIN 6' - DPAN
F E TO B"7 BOTTOM. OR (2) ROZS OF 1/D4'
TO MASONRY 1 ;3' MASONRY SCREWS @ I?
.C. STAGGER ROWS 6'
DOUBLE 2x TOP TOP PLATE CONNECTOR
PLATE
SPACING PER PLAN ICHOOSE
MID SPAN BLOCIO14G
ONE)
BETWEEN EACH
(1) SPF14 0 2X4 WALLS
STUD. U.N.O.
(1) SPHEI 2X6 WALLS
@
b. (2) H2.5A (ONE EA SIDE OF
BOTTOM PLATE CONNECTORS
PLATE)
SPACING PER PLAN (CHOOSE 6w:
c. (1) SP2
a. (1) SPH4 @ 2X4 WALLS
d, (2) SOWC156DO
(1) SPH6 @ 2X6 WALLS
e. STRUCTURAL SHEATHING &
b. (2) H2.5A (ONE EA SIDE OF PLATE)
-ATE)
4
NAILING PER PLAN
c (2) SPI (ONE EA SIDE OF PLATE)
SHEATHING PER PLAN
1 (3) SDWCI 5450 SCREWS
2x STUDS AT I W OC
e. STRUCTURAL SHEATHING &
2x BOTTOM PLATE
NAILING PER PLAN
PER PLAN
IN KONG WIFT
8/27/2021
W�Z 05
EXTERIOR CMU WALL
WOOD BUCK ATTACHMENT:
INT. FINISH 2, OR GREATER BUICK TO MASONRY 1/4'DRIVE-IN ANCHOR
114' OR
GARA DOUBLE 2x TOP PLATE
I x WOOD BUILT-UP THICKNESS � 2 1/4' = 114-W GARAGE DOOR AND
RA
2. P.T. BUCK MASONRY SCREWS 9 4' FROM ENDS TRACK, INSTALLED PER a
MAN
AND 12* O.C. REMAINDER./ 1 1/4' MANUFACTURERS MID SPAN BLOCIO14G BETWEEN
A ACH DOOR PER EMBEDMENT SPE EACH STUD AT FRAME WALLS PER GENERAL NOTE
T SPECIFICATIONS. 2x 1
FLTORIDA PRODUCT / PLATE HEIGHTYA'OR U.N.O. PER PLAN S
APPROVAL ALTERNATE TALLER, OTHERWISE MAY OMIT.
CUSTOM Pr BUCK TO MA90NRY .01 112'. 2 1/4* HILTI
MATCH FRAME WIDTH, ATTACH w1'r ANCHOR OR EOL
BRICK EMBED INTO MASONRY (1) PER
NAILS 0 4' FROM ENDS AND 12'O.C.. 9r SHEATHING
BRACKET rN 2x BOTTOM PLATE PER PLAN
�-. t_ -
MOLD REMAINDER. ATTACH DOOR THAI
M
FINISH PER BUCK INTO MASONRY PER FLORIDA F TO I Is MATCHING WALL WIDTH
ELEVATION PRODUCT APPROVAL IMASONRY
aTYPCAL DOOR ATTACHMENT DETAIL 11/01/2023 TYPICIA1. GARAGE DOOR ATROVENT 11/0112023 e�W IEMMNG WAU W/o UW 11/0112023
W15
NOT TO SCALE WGM-150 Kjy!40-� TO SCALE w;;;7160 W�wl I I
2X4 DBL.
TOP PLATE
BLOCKING
JSH WITH E
FACE THAT
kDJACENT'
NSECTING
INTERSEC'
VALL BEYOf
PARTY OR
(TERIOR W,
SILL PLATE
EN IN COW
,/ CONCRE'
2/28/2022
yz - 181
SHEATHING
PER PLAN
2x STUDS @
161 0 C
END STUD
To FLAT
STUD W/
0.162-x3-1/2'
NAAD*81 &
t"C
2x STUD I V /- STRUCTURAL
PARALUEL TO HEATHING
CON14115(mw PER PLAN
TOftlX
STUD /
0.162'x3-1/2'
mi iffl ffMu=
T 0 ND SEW
If PLAN
- REBAR. CONT
IN 13OND �
BOND BEAM
PER PLAN
05 RIEBAR HOOKED
30�
.5 RIHIAR �RT M
IN SOUD RLLISD
2X CRIPPLE STUDS 0 16' 0
OVER HEADER. TOP/SOTrCmC STUD
CONNECTORS PER W10/S4.2 TYP.
ALT. HEADER CONFIGURATION
(FOR INFORMATION BEYOND BREAKUNE OR NOT SHOWN REFER
TO STID FOR CONFIGURATION)
4OU011 OPENING MITER LINTELS BY
FIELD CUTTING
*5 REBAR IN VERTICAL
GROUT FILLED CELL
#5 CORNER DOWELS INSIDE
CY AND OUTSIDE OF VERTICAL
#5 BAR AS SHOWN
PRECAST U
FILLED WITH GROUT
9
0 c
90 DEG. CRNR DETAIL w/ WJJMN BEL Z28/2022
WGM-250
TOP OF HEADER AT
WTL STRAP LOCATION
BOTTOM OF TOP PLATE
MATCHES STID CONDITION
PLATE HEIGHT PER PLAN
2x CRIPPLE STUDS
)-2x CONT FLAT PLATE
SE (3)-?x PLATE AT DBIL
TIL STRAP LOCATIONS
ALT FIAI HEADER
END LENGTH CONTINUOUS DOUBLE
2x FULL HEIGHT KING STUD OF PLATE
.1 UMBE14 PER TC
PEN N ZE EI. PER PLAN
r— r 11 HE �DFR PER PI AN
2x BLKG - USE DBL, OR
FLAT 2x BUKG @ DBL OR
3'WIDE MTL STRAPS
2x JACK STUD - NUMBER
PER PLAN/NOTES
WALL SHEATHING
PER PLANSISHEAR
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 W/ SILL
ANCHORAGE PER PLAN
PER PLAN
STRAP
OF NAILS
1 1@ EA. END
END
LENGTH
STRAP
CAPACITY (LBS)
CS20
1(16) 0.131W-I/T
9'
1 030
CS'6
0�131W�IrZ
1 15,
1705
I CMSTC 161126
M 0 1. I'll
7116/2021 CEI-ILS. (SEE PLAN)
W18
��140; TO SCALE WGW-180 SHEMW&L 11/01/2023
HOOKIM WOW-120
DOWEL
-j— --- Fiel&tone
COMMON
ALI FILLED OB�
C.O.A.# ARCHITECURE: N
WEAVE BLOCK COURSES EVERY SEE NDATION
AND DIETAILS FOR
OTHER BLOCK (TYP.) (P EVERY FOOTING RSNFORaNG AA26002802
REBAR No.
BLOCK TEE INTERSECTION PLAIN FIER C.O.E.# ENGINEERIN
Lill, TYPM FEWOM 110 CELL DETAL 29349
E3 IBRAHEM ELAYEB, PE
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a P.E.# 91476
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0 BENJAMIN NIESE, PE 3r
TWA CMU INTOW" DETAIL 11/01/2023
P.E.# 86025
",�NOT TO SCALE .. ......
///%I at
05/24/2024 ////ONAL
DATE I11111110
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Michigan
3400 ALI Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET NAME
DETAILS -
WALL
SHEET #
S4.2
7
2x KNEE WALL OR PRE-ENG FLOOR
STRUCTURAL SHEATHING &
TRUSS. STUDS 4 QC.
ATTACHMENT PER PLAN, CONT
META1 6 @ 24' 1— N
C
T
THROUGH FLOOR SECTION
NOTE 214 VERTI��.IN!T_D TIGKT TO
'CAL' To
ZK FRAME WALL PER PLAN.
TOP AND BOTTOM
CONT 21 PLATE./ (2)16d
(3)8d TOENAP S AT
WHE EMBEDDED STRAPS
NALS 0 is- Qc�
AND END GABLE TRUSS
PANEL EDGE NAILING
VERTr_ALS MISAILIGNS
FLOOR SHEATHING &
ATTACHMENT PER GEN NOTES
TRUSS
PER PLAN
PANEL EDGE NAILING
SHEATHING PER PLAN
2.4 BRACING MIN. VV IN
Ir CMU WALL, BOND BEAM
LENGTH .1(3)10d NAILS END
& VERT. REINF. PER PLAN
GABLE & MIN* (3) FLOOR TRUSS,
BRACiNG SPACED MAX. 5'4Y OZ
TROMMASONRYWALL
L 1
11/01 2023
Z_f
LTM-010
2x FRAME WALL PERPLAN CONT
STRUCTURAL SHEATHING &
Zx PLATE w/ (2)16d NAILS 0 ;6. Qc
0 C
ATTACHMENT PER PLAN, CONT
FLOOR SHEATH114G & ATTACHMENT
T11ROUGH FLOOR SECTION...
PER GENERAL NOTES
TRUSSIJOIST
PANEL EDGE NAILING
PER PLAN 7
BEAM/GIRDER PER PLAN
PANEL EDGE NAILING
... NOTE: ILO CONT. WALL SHEATHING
SHEATHING PER INSTALL LSTAIS STRAP EA STUD,
PLAN CORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAMIGIRDER
MW MaMN AT BW
L1
11/01/2023
NQ�TO SCALE
LGG-070
2.4 LEDGER OR TRUSS TOP
CHORD / (2)12d NAILS TO EA
STRUCTURAL SHEAI,-..G . WALL STUD (MAX. 16- O.C.)
, C.NT
ATTACHMENT PER PLAP, STRUCTURAL SHEATHING
THROUGH FLOOR SECTION & ATTACHMENT PER PLAN
2x FRAME WALL PER PLAN, CONT
2x PLATE wl (2) 16d NAILS 0 16' O.C.
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES
TR1JSS PER 7 \� PRE-ENG ROOF TRUSS PER
2x KNEE WAI OR MANUF.. STRAP PER PLAN
PRE�F LAN �T TOM C ORD OR ZK LEDGER
_NG TRUSS PER TRUSS BOT H
w CMU WALL BOND BEAM / 10d NAIL TO EA VERTICAL & To
, VERT. REINF. PER PLAN BOTTOM PLATE/CHORD @ 16* QC,
'-NOTE:
DETAIL LDI IS REQUIRED TO ACCOMPANY THIS DETAIL
2x FRAME WALL PER PLAN, CONT. 2x
STRUCTURAL SHEATHING &
PLATE w/ (2)16d NAILS 0 EA TRUSS
ATTACHMENT PER PLAN, CONT
FLOOR SHEATHING & A=HMIENT
T
THROUGH FLOOR SECTION
PER GE S
IN NOTES
PANEL EDGE NAILING
14) 1 8d NAILS RIBBON TO Ek
TRUSS. TYP TOP & BOTTOM
Od NAILS TO.C. WALL
SHEATHING TO EA.
TRUSS END LEG
�ER
PANEL EDGE NAILING
PLAN
TRUSS PER PLAN
P
ETA16ANCHOR
S,AHEATHINGY
3
EA_ TRUSS
AN
PER PLAN
CMU WALL, BOND BEAM
& VERT. REINF. PER PLAN
WSONWWALL
(1-02 WMTREM
11/0112023
\__/NOT TO SCALE
LTM_020
P�R PLAN,
2x FRAME W AN
'4ER
STRUCTURAL SHEATHING &
P��
CONT. 21 TE / (2)16
(2)"d
K
ATTACHMEIrr PER PLAN, CONT
NAILS @ Is- D.C.
THROUGH FLOOR SECTION"'
FLOOR SHEATH114G &
ATTACHMENT PER
MENT PER
GENERAL NOTES
TRUSS/JO IST
PANEL EDGE NAILING
PER P LAN
BEAMIGIRDER PER PLAN
SHEATHING
PER PLAN
PANEL EDGE NAILING
NOTE:
ILO CONT. WALL SHEATHING INSTALL
A 5S
LST 1� TRAP EA STUD, CORNERS &
�F
_,,n. Tn
T CO.Nrr-nON
TR�SSNOIST CONNEC"TnION
FLANKING ALL OPENINGS. CENTER
BEAM PER MANUF.
STRAP AT TOP OF BEAM/G4RDER
MWECTO AT BW
(2-STOW
itli
11/01/2023
SCALE
LGG-M
& FRAME WALL PER PLAN, CONT.
2x PLATE W/ (2) 16d NAILS 0 16- O.C. 2x RIBBON .1 (2) 10d NAILS @ EA
FLOOR SHEATHING & ATTACHMENT TRUSS
PER GENERAL NOTES COUPLING NUT, OR THREADED
A/� ROD CUT TO LENGTH
TRUSS PER PLAN / (2)10d I /
TOE NAIL TO TOP PLATE READ @ 32-
SHEATHING PER PLAN -J, o-c.—. zLL CORNERS AND
RJOOR TRUSS/w TO FRAME WALL 11/3012023
MOD-RB(sv;�)
`� F
MNG SM TO BOND BFAM
2x FRAME WALL PER PLAN
HOLD DOWN CONNECTION PER PLAN
./ ANCHOR BOLTS OR EPDXY ANCHOR
./w 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
ETAIL 2/2812022
�Mo
210 LEDGER OR TRUSS TOP
STRUCTURAL SHEATHING CONT 2x4 BLOCKINC*IEDGER STRUCTURAL SHEATHING & CHORD / (2)12d NAILS TO EA
& / (3)1 Od @
ATTACHMENT PER PLAN, CONT. NAILED TO EA TRUSS THROUGH FLOOR SECTION WALL STUD (MAX. 16' O.C)
THROUGH FLOOR SECTION STUI) & TOE ATTACHMENT PER PLAN, CONT. N STRUCTURAL SHEATHING
ZK FRAME WALL STRUCTURAL SHEATHING 2. FRAME WALL PER PLAN ATTACHMENT PER PLAN
PER GENERAL NOTES A A�l CONT. 2x, " M i
CONT. 2. PLAT 2)1�d
PER _'CONT & ATTACHMENT PER PLAN NAILS 0 [�;/TRUSS
2x PLATE wl (2)16d NAILS 9 IS- O.C�
FLOOR SHEATHING & ATTACHMENT 71 4 RIBBON
MFLOOR SHEATHING &
ATTACH ENT PER GEN. 140TES
TRUSS PER PLAN
TOP CHORD BEARING
ZK KNEE WALL OR
PRE-ENG ROOF TRUSS PER
PRE-ENG TRUSS PER PLAN
MANUF., STRAP PER PLAN
8'CMU WALL, BOND BEAM
(2) 2.6 LEDGER / 1/4'. 5'
& VERT. REINF. PER PLAN
SIDS SCREW TO EA TRUSS
VERTICAL & TO BOTTOM
PLATEICHORD @ 8- 0 C
" NOTE
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
\� PREENG ROOF TRUSS PER
CTRUS6 PER PLAN MANUF., STRAP PER PLAN
ONT. 2x4 RIBBON TRUSS BOTTOM CHORD OR
8- CMU WALL, BOND BEAM 2x LEDGER w/ (2) 1 Od MAIL
&VERT REINIF PER PLAN TO CONT RIBBON q 16- 0 C
--NOTE
DETAIL L02 IS REGUIRED TO ACCOMPANY THIS DETAJL
&,_,-�NROOR TO MWIRY W&L @ WW PW w.. I \ �RTR TO MM11 W.AL@ WW �RW
R" TO MMRY Wa @ WW W Z/2812022 �12�11L—1
rL13
0�70 SCAM L;�i I o SNO'� TO SCALE �;�-120 \__/NOT TO SCALE LTM-130
2x FRAME WALL PER PLAN, CONT. LSTA1 2 @ EA. TRUSS VERTICAL
2x PLATE w/ (2)16d NAILS @ Is- O.C,
FLOOR SHEATHING & ATTACHMENT
PER GENERAL NOTES BEND @ BOTTOM PLATE
FIELD FRAME 2X4 KNEE WALL
OR PRE-ENG FLOOR TRUSS.
STUDS @ 24. 0 C, TOE NAIL
BOTTOM PLATE/CHORD W
10d NAILS @ 6- O.C.
LSTAIS @ EA VERTICAL- BEND
TRUSS / JOIST PER PLAN
0 BOTTOM OF TOP PLATE
SHEATHING PER PLAN
Z� FRAME WALL PER PLAN
ROORTRMWMRWWALL 12/17r,021
LGW-0210
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, CONT.
-
STRUCTURAL
2X4 BLOCKING BETWEEN EA
THROUGH FLOOR SECTION
V,
CONT. 2x4 BLOCKINGA-EDGER
TRUSS (OR CONTINUOUS AS
2x FRAME WALL PER
=00� EA STUD & TOE
C=NG
U S
TRUSS ALLOW) �/(3) 10d TOE
LAN. CONT. 2x PLATE w/
NAILS 16* OC,
EA TRUSS
IL TO
(2)16d (9
f- STRUCTURAL SHEATHING
BEAMIGIRDER PER PLAN
ATTACHMENT PER PLAN
CO
ED . GE NAILING PER
FLOOR SHEATHING &
-ING &
S7
FA
PER PLAN
q
I
DETAILS
RUSSES
ATTACHM R
C HMENT PER
G RAL
ENE N S
NOTES
E.G I
E NA L
, EA
SH THING
SIE
4PERPLAN
Fieldstone
TRUS DIST
J
114
EA TRUSS
TP PLAN
TRUSS/JOIST PER PLAN
PRE-ENG ROOF TRUSS MR
PIII PIN
���
KrU26 OR
C.O.A.# ARCHITECURE:
MANUF., HTU OR HANGER SHEATHING
2U6.
PER PLAN
SHEATHING P PLAN
PER MAUNF., N, 0
BEAM OR
HANGERPER
'NOTE:
AA26002802
EDGE NAIL SHEATHING
FLOOR
TRUSS
WE
TO THE WMH114WG
C.O.E.# ENGINEERING.
No. 86
GIRDER
BEING CONTINGUS TO THE
BEAMBELO ISTOUSELSTA12
W
29349
NOTE,
@ EA STUD ABOVE To BEAM
13 IBRAHEM ELAYEB, PE
ILO CONT WALL SHEATHING INSTALL LSTAI 5 STRAP
BELOW
EA STUD, CORNERS & FLANKING ALL OPENINGS
P.E.# 91476
CENTER STRAP AT TOP OF BEAMIGIRDER
0 BENJAMIN NIESE, PE
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COWEMATBN 8/18/2022
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05/24/2024
Z�\
DATE
I 1 1111110
2 E
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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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SHEET NAME
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FLOOR
SHEET #
SA
43
2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER
(8)10d (0.14"1 NAILS (2) 2X8 BEAM
TO WOOD FRAMING OR
I
(3)1/4'x2-314'CONCRETE R LANDINQ�_
SCREWS TO SLAB 2X12 STAIR
S."
PER ARC PER ARCH. STF 4GER
PLANS PLANS tit
�(2) 2X8 BEAM
2X6 FLOOR JOISTS 0 16' D.C. ZK LEDGER ATTACHED TO 2)(6 FLOOR JOISTS
TO BEAM w/ LUS26 HANGERS (2) 2X8 HEADER W (2)16d (91 16' D.C. TO BEAM
NAILS @ Ir D.C., STAGGERED W LUS26 HANGERS
STRUCTURAL SHEATHING. REFER $,T OFFLOOR FLOOR
12 TO STRUCTURAL SHEETS FOR V, PER PLANb A35 CLIP EA STR
PLANS
P R NAILING & 2X LEDGER, MAX.
ELEV. OTHER REG. To TRUSSMOIST
ER I=NG
ROOFTIUE (OR SHINGLE PER SPEC.) PER MANUF
TRUSS STRAP PER STRUCT. DETAIL
FLOOR TRUSS PER MANLIF. FLOOR TRUSS FLXOOR GIRDER/RIM
PER MANLIF. PER P7LAN
It R �(w J(v 1�g lu� I. �PFTWALL CONT Z, BAND BOARD W/
0 LSC STRAP (P EA
LA F..) (4) 10d NAILS TO EA TRUSS 2x6 LEDGER ATTACHED TO STRINGER TO BACKER
INSULATION AS 2X6 LEDGER ATTACHED TO FLOOR TRUSS �/ 10d NAILS
U
PE Z' O.C. ALONG BOTTOM
PER SPEC. FASCIA PER COMMUNITY SPEC. BAND w/ (2)1 Od NAILS @ 3
4' O.C. STAGGERED CHORD AND ALL WEBS
SOFFIT & OVERHANG PER SPEC.
PRE-ENGINEERED ROOF TRUSSES,
REFER TO TRUSS MANUF. DWGS
I I1Z MIN.
SPABLE HANDRAJL 1 1/2' MIN
I I/4'IGRAT0 1 1/2' MAX. DLA. - HANDRAIL BRACKETS
TO BE CONNECTED TO r RETURN HANDRAIL
FRAMING PER MANUP INTO Ix BACKER BID.
RECOMMENDATIONS
FLOOR JOIST OR TRUSS SYSTEM /4'- 1 1/4'NOSING
& DIRE"ON PER STRUCTURAL STRUCTURAL SHEATHING. STRUCTURAL SHEATHING, REFER GREATEST VARIANCE BETWEEN LARGEST
REFER TO 2ND FLOOR JOINT DETAIL REFER TO STRUCTURAL SHEETS TO STRUCTURAL SHEETS FOR TREAD AND SMALLEST TREAD SHALL 140T BE
RIM BD OR TRUSS PER STRUCT. FOR NAILING & OTHER REG. NAILING & OTHER REG. GREATER THAN 31W. GREATEST VARIANCE SECTION PLAN
INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST HANDRAIL REQUI11FIERIENTS
PER SPEC. RISER SHALL NOT BE GREATER THAN 3/8*.
TOP OF CMU P:FEEENGINEERED ROOF TRUSSES PRE-ENGINEERED ROOF TRUSSES.
(REFER TO ELEV.) R R 0 TRUSS MANUF DWGS 12 REFER TO TRUSS MANUF. DING TYPM STAIR DUAILS 1110112023
12 PER PER 8P!PALLS1_
;Z��—EUEV. ASPHALT ROOF SHINGLE ELEV ASPHALT ROOF SHINGLE —
(OR TILE PER SPEC.) (OR TILE PER SPEC.) WSG-101
T F CMU TRUSS STRAP PER TRUSS STRAP PER
TO
STRUCT. DETAILS
IIRIP�FR TO ELEV.) STRUCT. DETAILS
BOND BEAM PER PLAN i �2 22 22 12 2 &, REFER TO t, REFER TO PLAN A35 CLIP EA IF% A35 CLIP EA FLOOR IF%
U STRINGER TO VMS 61EM.
ME STRINGER TO GIRDERIRIM
ER
ELEY
_R
6 FASCIA PER 2X LEDGER. PLANS 2X LEDGER. PLANS PER PLAN PLANS
FASCIA PER COMMUNITY SPEC COMMUNITY SPEC. MAX NAILING MAX. NAILING
SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC.
PER SPEC.
13OND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS FLOOR TRUSS
PERIAIMINER ATTACHED PER MANUR
PRECAST LINTEL PER PLAN C"ANWkND TO FLOOR TRUSS .1 10d L&C STRAP *@
INTERIOR EXTERIOR BOARD wl (4)1 Od NAILS 9 3' O.C. ALONG EA STRINGER
CAST ATTACHED BOTTO CHORD AND ALL TO BACKER
OPENING *1 PRE
R PLAN ?"%AND./ 12)10d WEBS
NAILS C& 4' OC
SEE STRUCT FOR DUAlffAGGERED
REINF, REO. SEE STRUCT. FOR STAIR 2128/2D22
ALL REINF. RED Z�71.2
SEE STRUCT. FOR ALL REINF REG INTERIOtR EXTERIOR INTERIOR EXTERIOR
SEE STRUCT DETAILS
FOR VARIATIONS SEE STRUCT. DETAILS SEE STRUCT. DETAILS
FOR VARIATIONS FOR VARIATIONS
(2) 2X8 BEAM
FIN. FL Or-(r FIN F Q-T FIN. F
N 2x LIE -IN THRUST BLOCK
FINISHED GRADE W/ (8)10d (0.148'x3j NAILS 1VLLV. 2XI 2 STAIR OW M., 2X12 STAIR
STRING
TO WOOD FRAMI OR SIZE ING
S __
NG I PER A CH, T CI. PER ARCH.
MONOLITHIC FND., SEE MONOLITHIC FND., SEE 3)114*x2-3/4'CONCRETE PLAN R STRINGER STRINGER
STRUCTURAL D LS FOR MONOLITHIC FND., SEE STR CTURAL DETAILS FOR SCR LAB S 2xUEDGER PLANS (2) 2X8 BEAM
TACHED
WIDTH, DEPTH, & REINF. REG STRUCTURAL DETAILS FOR WIDTUH, DEPTH & REINF. REG. AT TO
FINISHEDGRADE FINISHED GRADE
WIDTH, DEPTH, & REINF, RED (2) 2M HEADER
2X6 FLOOR JO STS
I�
4P(WO.C. TO BEAM @ 16' OZ. TO BEAM
6.74011IMMISIGERS .1 LUS26 RANGERS
1/01
A 2 STORY WALL SECTION 11/01/2M 1 STORY WALL SECTION 11/01/2= TYPICAL 1 STORY WALL WN STAIR DETAILS 11/121=1
M-M Z�71(w
<00 Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
no. no
E OF
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a-4 -
12
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Michigan
3400 Aubum Rd
Suite 200
Auburn Hills, Ml 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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DRAWN BY: � FAE ]
VERSION: 5.0]
SHEET NAME
DETAILS -
misc.
SHEET#
S4.3.1
P,
PRECAST LINTEL GRAVITY LOAD TABLE v4.21
LOADS LISTED HAVE BEEN CALCULATED OR COW ILED FROM APPROVEDMANUFACTURERS:
CAST-CRIETE. LOTTS CONCRETE, QUAUTYPRECASTCO.
MAXIMUM LOAD (PLF)
APPROX.
LINTEL LENGTH
MAX.CLEAR
OPENING
TYPEA
So LINTEL
9' TYPE B
rTYPEC
12" PER
ILTYKC
14'TYPEB-
L4LTYPEC-
16'TYPEB
26-TOEC
20'TYPEB
2VlYPEC
24'TYPEB
jj�TYINEC
28"TYPER
2rTYPEC
3tTYPEB
3rTVPfC
z 1(r
1. IS.
2231
3069
3719
328D
5153
6607
8054
9 502
i0ODO
am
4605
5206
6223
7547
1874
Mw
t7034
Mw
11 1�
Z 2'
2231
3069
3719
321D
5163
6607
BD54
9502
100DO
3059
45M
5206
6113
7547
8974
WEBB,
201101)
41V
7 a"
1783
2561
2752
328D
392G
41190
5961
BICI7
2561
4605
5205
6213
7547
1074
MEB
20WO
a- 6�
1 T'
1343
1969
2210
2992
2932
3756
4576
"Oo
540D
6224
190
4375
52M
6313
7M9
8672
200DO
1349
1438
1726
1999
2560
3132
3-
4249
im
W90
4w
5366
4766
W17
7074
am
1-4-
4'0'
1006
1349
3U436
171-6
1999
25W
3132
36M
4649
im
moo
4561
5366
Alm
51117
M4
62M
r 6r
860
aso
11105
2173
160D
1631
2090
2549
30C19
3470
INS
M2
4M
431110
3942
409
Bill
5817
6w
6161,
52'
710
123
2177
3738
3490
3031
3707
4303
1 5061
IM2
2
21[77
27M
34D
5342
ww
am
75M
7' 6�
6 2'
570
991
1729
21M
2632
2205
2698
3191
3685
Bill, _T_
1
1729
210
2632
am
5661
4742
55M
1'4'
7cr
An
699
n6O
1516
1626
2564
3496
2818
3302
09
U45
IS36
103
25(A
3w
2964
33V
1-4-
81 V,
416
699
1160
N A
2625
2564
3486
2818
3302
M
N/A
1843
25"
3486
2w
33V
1016,
92'
354
535
-
890
N/A
1247
2D93
2777
2163
2536
535
W54
N/A
I M3
20931
1 2ml
2259
2615
4'
I(y 01
315
567
890
N/A
1366
IS46
2423
3127
4006
567
945
N/A
2366
1w
2423
3127
4006
12'lf'
Iff a"
292
$25
1 873
NIA
1254
1684
Z193
2905
3552
M
1 973
N/A
1254
26"
2193
28M
3552
ITIS
11'2'
277
471
755
N/A
1075
1428
1838
2316
2M
An
755
N/A
1075
UZI,
we
2316
2M
13'&
1z 01
255
471
755
NIA
IMS
1428
2316
2535
471
755
NIA
1075
Mn
383111
2316
2M
WEI
1201,
239
Q4
7066
1 N/A
1OD2
1326
1 32
1697
7
2127
2278
424
706.
N/A
1-
2328
M97
2127
2'2"
2630
14'r
a 4'
N/A
N/A
N/A
N/A
N A
A.
N/A
N A
A
N/A
N/A
-We
N/A
Ba
1234'
EN/A
14E
1421*
1779'
21W
26&*
15, W,
14! 0'
N/A
WA
N/A
N/A
N/A
N/A
E22
NIA
NIA
WA
711V
N/A
210.
Lull
y1w
211321
2459*
17"V'
160,
N/A
N/A
N/A
N/A
N A
A
N/A
N A
NIA
WA
sw
MIA
9%.
ur
3379-
367r
. 'l.
199r
19'4!'
1901,
A
A
N A
N A
N/A
WA
WA
NIA
NIA
N 'A
N1
A
4 W
!!/A
7w
9w
2177'
1415'
1576*
20, a,
lea'
:;�
N A
N/A
/A
N A
WA
N/A
N/A
N/A
N W
/A
SW
W
=1
I N/A
05-
11114'
Mr
24'0
2111'
N/A
N A
N/A
I N/A
N/A
N A
N/A
N/A
N/A
A
2SO.
__
-PRESTRESSED 8' W/2' RECESS ULINTELS
Typo A- Unfilledno Rebar:Type SzOontinuous Grout. SteelperPlanin Bond Beam Only;Type Cz Continous Gmul.Sleel perplan InBond
Beam & Lintel
LEGEND
87 8x8 FILLED CELL W/ (1) - #5 REBAR
BEAMS
8X8 FILLED CELL W/ (1) - #7 REBAR
HEADER - WIDTH TO MATCH WALL
8x8 FILLED CELL W/ NO REBAR REOD -------------
GIRDERS
PLUMBING WALLS (FOR REFERENCE)
-------------
BEARING/SHEAR WALLS (FOR REFERENCE)
45' CMU - FILL CELLS W/ #5 REBAR
ROOF BLOCKING
12X12 FILLED CELL W/ #4 REBAR
(IN WALL)
BALLOON FRAMED
12X12 FILLED CELL W/ #4 REBAR
WALLS/HIGHER BEARING WALLS
(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 (2) PLY U.N.O.)
<�_ BRACED WALL LINE
FASTENERS
ALLOWABLE LOADS
CONNECFOR
QTY
I
TYPE
GRAVITY
V`Ty
10
No 1.0
UPLIFT (Ilol) 0 1.6
LATERAL
Qbs) @ 1.6
META16
8
-
0-248'xl-1/2"
1450
F1,340
F2 : 770
HETA16
9
9
0.142---a-1/2-
1820
FIE: 340
F2
F2:770
(2) META26
a 1-ol,
0
10
0.148'.1-1/2-
1875
Fl;680
Fl 6"'n 77
F2. 770
(2) META16
02-1-d,
14
4
0.162-0-1/2'
179S
F1.1285
l �2
2
F2: IDSO
WHETA16
a I -Ply
0
10
I
0.148"icl-2/2"
1920
Fl; 680
Fl 6-
F2:770
F2 770
J2) HETA16
to 2- or 3-DN
2
12
I
D.162'.3-1/2"
2365
FIE 1350
F" l3-
F2 1430
F2� 1'4-
HSTM16
3
B
"d-1/2"
1210
Fl: 120
F2 90
4
1/4-.10'31/448 CONC SCREW
LGUM2B_2
6
3/8'.4'T1I NHD
B250
2435
6
1/4"x 21/2'SDSSCREW
MSTC29
36
0. 148" x 3 1/4"
3460
MTS22
14
0.148-KI-1/2'
990
121 MTS12
0.248".1-1/2"
1"D
MTS16
14
0.248`4-2/2�
990
HU210-2
18
1/4". 2 314'CONC SCRE±t-
3 SW
I=
10
0. 148" x 3"
HTS16
32
0.148-.2-IA-
2,890
(2) H.T516
l6
0.148".1-1/2"
'310
NTS20
24
0.148-4-1/2-
1310
LSTA42
lo
0.148".2-ln"
925
1
LSTA18
14
0,248".2-1/2-
1235
LSIA30
22
0.148-.2-V2"
1640
MSTA24
18 1
D. 149" X 2 V2"
1,640
f2l msTA24
36 1
0, 148" X 2 1/2'
3,21113
MSTA36
26
0. 14r X 2 1/2'
4050
-
121MSTA36
S2
0. 148- X 2 V2-
4,100
-
MSTA30
22
0.148".2-In"
2050
MSTC28
36
0. 148'. 3 114"
3,460
MSTC52
62
0.248-.3-2/4�
----
4735
MSTAM24
9
0-148"X 3"
1,425
5
V4' X 2 1/4-
MSTAM36
13
Oallig" X 3"
1,870
a
1/4� X 2 1/4-
W MSTAM36
26
16
0. 148"X 31
V4" X 2 1/4"
3740
MSTCM40
10
I/4-x2-1/4' CONC SCREW
2900
14
0.148"1(3-114"
MGT
22
&148".3"
3965
F1.775
F2:52S
I
S/R'ATR
HGT-3
16
0.148"x3"
10,790
2
3/4-ATR
VG7R or L
I
BE
2225
1`1�650
F2:630
16
VGTR/L
2
518'ATR
5545
FI;650
F2!630
32
2/4-x3� SOS
VGT
I
S/8'ATR
4940
FIJ185
F2:590
16
1/4"A3" SDS
(2) V_
2
5/8'ATR
7285-20Y 8890-
A.I.
Flj1185
F2:59D I
32
1/4.3" SDS
DTT2z
1
a
1/2- ATR
IJA'�.3-SDS
1825-2N4 min
214S42 12YA min
HTT4
I
5/8-ATR
361.
18
0.149'.3-1/2"
HTTS
1
5 "ATR
4670
26
0148".3'
HTTSNT
I
5/8'ATR
5445
26
SD8lDx2.lx
ASU44Z
I
SA"ATR
7570
19010
12
-
0.262"xil-1/2"
ABU66Z
I
S/r ATR
182DS
2475
12
-
0.162".3-3/2"
H2.5A
WO
0. 131'x2-1/2"
565
Flwl!O
1`2� 110,
HIDA
18
0,148",,1-1/2�
1340
F2:565
F2 � 285
HIOA-2
is
0.14B'.1-112'
1DOO
FI:680
F2. 260
HUC48
14
1/4-W-3/4- CONC SCREW
3500
1135
6
0.14rx3"
NUC414
24
1/4-x2-3/4- CONC SCREW
SOBS
2015
12
0.1411"x3l"
LUS26
4
0.148'Y,3�
865
lilis
SPH4
12
0148'0-112�
Side: 640
Center : 1280
DTC cli,1
4
3/11"x2-3/4' CONC SCREW-
Fl: BS
F2:135
2
0.131-.2-1/2-
A3S
12
0.131".1-2/2'
F1 � 650
F2 � 670'
SDWC15600
I
SDWC156M
615
1`1:130
F2:225
SDWC15450
I
SDWCIS450
295
1`2� 150
HTU26
20
0.162".3-1/2'
3200
1250
-
14
0.14IN3'
LGU3.63-SOS
16
1/4" X 2 112-
6,720
5,555
-
12
1/4' 11 In'
HDUB-SDS2.S
I
7/2-ATR
-
7A7O
20
1/4- X 2 1/2'SDS
U"_SDS2 I
I
I" ATR
-
11,17S,
-
30
1/4' X 2 2/2- SDS
ETHD2
20
0162" 3-
2940
3240
-
20
0.248". 1 L12'
"I , 3'
4310
U60
16
U4%". 3'
ABBREVIATIONS:
AB
ANCHOR DOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAIUNG
MFR
MMUFACTURIER
ARCH
ARCHITECTARCHITECTURAL
EQ
EOUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MID
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
BOT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRIG
BEARING
FON
FOUNDATION
OPNG
OPENING
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAIUNG
CL
CENTERLINE
FIN
FIELD NAJUNG
PLYVVD
PLYWOOD
CIP
CAST IN PLACE
IFT
FOOT / FEET
REJNF
REINFORCING/REINFORCEMENT
Ci
CONTROL JOINT
GALV
GALVANIZED
REOD
REOUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRID
GRADE
Sc
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHITG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HID
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DOL
DOUBLE
HDR
HEADER
SPF
SPRUCE PIR FIR #1 /#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
_DWG
DRAWING
IN
INCH
_UN0
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
140 MPH 2023
FIL - C & C Presswes tAw)
Ifffedl-WindAre.
Gable 11.0 Comp-ts
HlPWWo1Crm,Pixwmt1
Wall CorrilP.-M.
Z_ I
Z- 2
Z-
Z- I
Z_ 2
23
z_ 4
Z_ 5
A. 100 SOFT (a rd-)
27.1
1 -313
17. l
7
2�1::
�4�...
Its
1 -30.3
1 14.8
1 -36.5
14.8
-_ -
T&5
____
31.1
-
F -34.1
31-1
-38.0
A � SO SOFT YM,d-)
19.2
40A
19.
1 19.2
2
1 -63.9
_.s
18.7
1 -36.0
1 18.7
1 -317
1 18.7
-419
327
1 -35.9
1 327
41.3
A, 10 SOFT (Faneriers)
24.2
-520
2,L
I -
I
---
. -
-
1 61 -
' 2_ -
-675
AfL5
I -
1
49 6
Ownponerits and Cladding Prosialares (M) - 2W R.
Positive Negative
VAdth Height EffeWwo Pressure Presswe
alliffludw I11111 LN Lftl Ana= Lwfi M
16M OHGD
---
1 16
7
112
3118
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C40 Fieldstone
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C.O.A.# ARCHITECURE:
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C.O.E.# ENGINEERING: 4f
29349
E3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
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3400 Aubum Rd
Suite 200
Auburn Hills, IVII 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+ 8 3.4 .
www.fieldstoneae.com
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