HomeMy WebLinkAbout37756 Dusty Saddle LN5 10 � EISENHOWER CMU
GaraLre Riaht -
SBEETINDEX
NUMBEFR:
51LEET NA"Ew
INUMBER:
5L4EET N,4ME:
15
COVER SWEET
C5 - 3
SQUARE FOOTAGE CALCULATIONS
;-10
FOUNDATION - SLAB PLAN
E-10
ELECTRICAL PLANS FIRST FLOOR
E-2.0
ELECTRICAL PLANS SECOND FLOOR
FIRST FLOOR PLAN
4-110
SECOND FLOOR PLAN
P-0.1
PLUMBINU: R15ER DIAGRAM
A-32
M�SC DETAILS
FRONT / REAR ELEVA71ONS J / ROOF PLAN
A-33
M 5C DETA LS
A-3-21
51DE ELEVATIONS J
A-3.4
M160 DETAILS
.4-42
BUILDINL; SECTIONS
GENER4L NOTE5
THE STANDARD GENERAL SPECIFICAT IONS FOR AMERICAN HOMES 4 RENT it A""
DEVELOPMENT SHALL GOVERN! EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE
PLANS
'LE5E PLANS LAVE BEEN DESIGNED TO MEET THE REQUIREMENTS Or.
�'023 FLORIDA BUILDING CODE RESIDENTIAL STW EDITION
--'cup,lNCY SINGLE FAMILY RESIDENTIAL
ftOF ON
�`t BE SEPARATED FRO" THE RESIDENCE AND ITS ATTIC AREA
BY NOT -E55 THAN l� NCW (12,7 rTT) GYPSUM BCAR�, APPLIED TO THE GARAGE
SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FRO." ALL
HABITABLE ROOMS ABOVE By NOT LESS THAN 5/8 INCH (15.13 —TYPE "X' GYPSUM
BOARD OR EQUIVALENT, WHERE THE SEPARATION Iry A FLOOR -CEILING ASSEMBLY
THE STRJCTJRE 5LIPPORTINS THE SEPARATION SHALL ALSO BE PROTECTED By N07
LE55 THAN 112 INCW 112 1 -) GYPSUM BOARD OR EQUIVALENT
EXTERIOR FIN15TE5,
THICKNESS OF TEXTURED FIN15� OVER FRAT!E APPLICATION SHALL BE PER THE
CURRENT APPROVED BUILDING CODE AND ASTTI CS26 INSTALLATION OF EXTERIOR
LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
APPROVED BUILDING CODE AND 45TM C 1014.3
EGRESS.
1. E4C" BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES IF
THERE 1 5 NO ACCESS TO EXTEFI THROUGH A DOOR. THE WINDOW MUST WAVE A
MAXMJ�l OPENING WE IGHT Or 44' ABOVE FINISH FLOOR LINE OF THAT PARTICULAR
Roo"
2. IN CLELLING UNITS WHERE THE OPENING OF AN OPERABLE UANDOW 15 LOCATED
"ORE ',AN 1, INCHES ABOVE T14E FINISHED GRADE OR SURFACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE UJINDOW SHALL BE A MINIMUM Or 24
INCHES ABOVE THE FINISHED FLOOR OPERABLE SECTIONS OF UANDOLLIE, SWALL NOT
IW �E OF A 4'' SPHERE WHERE SUCH OPENINGS
PERMIT OPEN 'S THAT ALLC�U PA55AG
ARE LOCATED WITH IN 24 INCHES OF THE FIN15WED FLOOR PER THE CURRENT
APPROVED 5U ILDING COCE,
F 4SHI%'.
I IVILASHING SHALL BE INSTALLEO AT WALL AND ROOF: INTERSECTIONS DECK AND
LUALL INTERSECTIONS, AT GUTTERS 47 ALL CHANGE& IN ROOF SLOPE OR DIRECTION
AND AROUND ROOF OPENINGS
2 APPROVED CORROSION -RI FLASL�WG $HALL BE APPLIED 5-INVILE
rAS,HICN IN SUCH - MANNER AS 70 PREVENT ENTRY OF WATER INTO THE WALL
CAV17Y OR PENETRATION OF WATER TO THE BUILDING STRUCTLI FRAMING
COMPONENT5. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH APPROVED CORROSION-RE51STANT FLASHING 5WALL BE INSTALLED AT
.ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE,
WINDOW INSTALLATION:
1. WINDOWS 5444LL BE INSTALLED AND FLAS44ED IN ACCORDANCE WITk THE
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTION& WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW
FLOOD �MNT
I PLAN MEETS OR EXCEEDS FEMA FLOOD FINISLIED GARAGE FLOOR ELEVATION
Elevation B
ENEFI REQUIREMENT 5CWEDULE
EXTERIOR 14ALLS (FRArE)
R-13
EXTERIOR WALL5 (BLOCK)
41 FOIL
ATTIC CEILW.
R-30
3� DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN
�2& GAUGE (048 1 SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
WAVE NO OPENINGS INTO THE GARAGE.
4� FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
PATH AREAS
INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL AL50 CONFORIM TO THE
I INSTALL -4 BLOCKING AT TOILET PAPER AND TOLLIEL 54R LOCATIONS SEE
MANUFACTURERS INSTALLATION INSTRUCTIONS
DETAILS
5 AUXILIARY DRAIN PAN. CATEGORY V CONDENSING APPLIANCES SHALL BE
KiTCHEN5:
PROVIDED WITH AN AUXILIARY CRAIN PAN WHERE DAMAGE 70 ANT BUILDING
1. N5TALL 2X6 BLOCKING AT V5 AFF ON CENTER FOR UPPER CABINET
COMPONENT WILL OCCUR AS A RESULT OF 5TOPPAGE IN THE CONDENSATE DR41N
INSTALLATION.
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS M14113.
Tt�� 14OWER AREAS,
F FIBER -CEMENT, OR GLA66 MAT GYPSLIM BOARD (NO GREEN BOARD
ALLOtLED) IN COMPLIANCE WITH ASTM Ct2W, C1325, OR C1116 AND INSTALLED WITH -8
x 1-1/14" DACiKAERZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCRI W/
COATING SHALL BE USED 4.6 BACKERS FOR WALL TILE IN TUES AND SLOWER AREAS
AND WALL PANELS IN SOOLVER AREAS
TEF3'1ITE TREATMENT,
TEFI PROTECTION 5HALL BE PROVIDED BY REGISTERED TERMITICIDE5
INCLUDING, SOiL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED
TO WOOD, OR OTHER APPROVED METHODS OF TEFI PROTECTION LABELED FOR
USE AS A PIREVENTATIVE TREATMENT TO NEW CON5TRJOTION UPON COMPLETION OF
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT A CERTIFICATE or
COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED
PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT. "THE
BUILDING WAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
5UIAN 7ER1117ES. 71REATMENT 16 IN ACCORDANCE WIT" RULES AND LAWS
ESTABLISHED By THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES'
A
ME
1. r�Et� 9��UyLtCTIONS FOR HEATING AND COOLING CAPAC171ES SHALL BE
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET
AT THE TIME OF APPLICATION FOR PERMIT
2 MECHANICAL APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION SERVICE,
REPAIR, AND REPLACEIMEN7 WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED 70 THE APPLIANCE
BEING INSPECTED 5ERVICED REPAIRED OR REPLACED. A LEVEL WORKING SPACE
AT LEAST 30 INCHES (162 T,,r) DEEP AND 30 INCHES (162 mr,) WIDE 544ALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE
EXHAJ15T FANS AND VENTING,
1. OUTDOOR DISCHARGE, THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
5Y5TEM 5"ALL BE DISCHARGED TO THE OUTDOORS. AIR 5WALL NOT BE EXHAUSTED
INTO AN ATTIC SOFFIT RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BAT14 ROOMS AND TOILET ROOMS SHALL NOT BE
R r
E _IRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SWALL BE
Er
EXHAUST _> DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
TOILET ROOMS 514ALL NOT DISCHARGE INTO AN ATTIC CRAWL SPACE OR OTHER
AREAS INSIDE THE BUILDING.
3 DUCT LENGTH THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS 1`11502.45.1 THROUGH
M1502,453, THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM
THE CONNECTION TO THE TRAN61TION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. THE MAXIMJM LENGTH OF THE DUCT $HALL BE REDUCED 25 FEET (162
FOR EACH 45 DEGREE (0,113 RAD) ESEND AND 5 FEET (II Ti FOR EACH W
DEGREE (Ifb RAC) BEND THE MAXIMUM LENGTW OF THE EXHAUST DUC7 DOES N07
INCLUDE THE TRANSITION DUCT. EXCEPTION - WHERE A CLOTHES DRYER 500STER
r
_AN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION THE MAXIMUM
LENGTH OF THE EXHAUST DUCT. INCLUDING ANY TRANSITION DUCT, SHALL BE
PERMITTED 70 BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURERS
INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED
AND NOT READILY AC-CE5515LE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED
A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS IWIS DRYER
EXHAUST SYSTEM 15 EQUIPPED WITH A REMOTELY LOCATED BOOSTER PAN "
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
REQUIRED BY THE CURRENT APPROVED 15UILDING CODE,
ISSUED: 4/30/2024
VERSION: 5.0
SQUMIE FOOTAGE
AH4R AMU MANAGEMENT SCL FT
HEATED AREA
Sq. Ft.
MAIN LEVEL
1071
5E( ONO LEVEL 1220
TOTAL AH4R SQ Fr. (SWkVmwQ 2297
METHODOLOGY: ANSI Z765-2003
The tow area calculated trom the mitside-t—itside of firming, including optional finished ba�ennent opt
sh— This area exdudm staiI at highest Iii abwe grade, garage. owered pat
ALL VK',i�K SH'AiL I C PLY VVITH PREVAILING
CC'! (7,;- DE.
NATIIO�,iii",�
AND 1-HE
ORDINANCE&
RFvi;:: '%Pt/
L
all
61&4
ILA
DO NOT WALE EK DRAW65
IERIFT BULDW. ORWATION Wn
CONTRACTOR A-V SITE PL"
BEF;OFE CONSTRI TiESE
DRAW66 DO WIT COW-
SFEcF
STPI ELOW5 (TO BE
PROVIOED BY DI OF
wincozD) 'If, Deco"Icy
&�LL EIE 11EPORTED TO
O>TPACOR AT O"a AND W
COI$TMCT� WALL Pm;=
INTL COIVI Tia
COITRACtOR ASWI
fEWOWAk - TO IFET AU
OF 1OCAI, BAD"51
OmII I To COWLY WN STATE
I ISULDW, CODES I
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SION: 5.0!!
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COVER SHEET
C: i:s
SQUARE FOOTAGE CHART
ELEVAnONT
------------
- - - - - - - - - -
SQUARE FOOTAGE
CONSTRUCTION AREA CALCULATION
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LE\(EL
lorm
5EC,OND LEVEL
1214
TOTAL HEAMMZMUCTION AREA (ftWCm"
2291
METHODOLOGY: ANM Z75&2DD3
Tf* total are. mlc"ed from the outside -to -outside of training, including optional finished baseme,,t options aa
sh— This area excludere stai�l at hight,st leoel abo�e grade, garage, cmered patic./PoT..
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF)
Sq. Ft.
&ARA(5E
411
FRCNT ( 01/ERED PORCH
T7
TOTAL BUILDING WVELOPE (SWCM"
2785
r,01/EPED LANAI
120
METHODOLOGY
Building En-loeis Am: The total area C"�lated. including Hemed/corraiuc� -1�uwed, and also
inciuding garage, co—ed patlo/porchea.
MAXIMUM DEPTH
57'-8"
MAXIMUM KOTH
"MAXI" BUILDING HEI&HT A.F.F.
IMI " MELOPMENT
DO NOT SCALE SE ORNOW
�E� BULDM ORINTATOu WaTM
CCWMACTOR A� SM PLANS
BB;ORE 006TRUCTICK 714EIR
PRAWA DO NOT CCW"
SPECFIC WOWIL17104 FOR *VT
STRXTLPA ELEaWS eTO BE
PQ7VDED By EW.NEER OF
RECORD1 � DWWPANCY
(DITIE34506 OFAWATP(EyCd
&MM TWA DRAWW AND TuE
A560CIATED DRALOW � VIE
DRAL065 514AL BE REPORTED TO
CONTRACTOR T CNCE AV 40
C067WCTION SLLk.L FROM
WTI. CORRECTED Uf
CCWTRACTOR ASIWT`11�5 TLIE
RESPO4611all." TO TW ALL
RECIAREME)CS OF LOCAL MOM
OFFICLALS 9 TO COTIPLY UN STATE
EXALD66 CODES
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VERSION: 5.0
1111HUNNNIE
S==E
swo
CS-3�1
FOUND,4TION f=L,4N NOTE5
ALL WOW SPALL BE IN STRICT COMPLIANCE UATW BI
CODE RESIDENTIAL AND COXTY BI DEPARTMENT
3S, -01,
STRIP TOPSOIL TREES, STWIPS, III ETC, FROM ALL
AREAS V&RE CONSTRICTION ULL OCCLIR LINO
4
FILL 54,141 BE FIII COMPACTED, CLEAR SAND/CLAY
MATERIAL. FREE OF ROOTS, ORSANIC MATTER OR OUIER
NTERIOR BEARING, LOCATIONS 5HOLLD BE COORDINATED
IVTW TRL156 MARFACTLIRIER 4 57RLCTLIRAL EWjWER
5LAB
-LAN41
PRCADE SOL TWATMEL7 AND vAPOR SMI AT ALL
A' CONCRETE SLAB MrI4 OVER 6 MIL
SLABS INTERIOR)
'APOR BARRIER. ISLAS SWALL BE OVER
CLEAN COMPACTED FILL UJI P5EFI
LNIT SECLI TO
3'x3 A/C
to
Q- (L
�ONC
4-
SLAB MINAY
FlBEfI
11 �— I
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LJ L — — — — — —
— — — — — — — — — — — — — — — 71Z
//
14B
I
CONCRETE 5L,4B
4' C�>CRETE SLAB MN OVER 6 MIL
vAPOR IS ER SLAB 5�4ALL BE OVER
CLEAN CA0RR'AC7ED FILL UP FIBEFI
WYAC C44A5E—\,y
BASED ON
LOrATlCN
%ELECTRICAL
T
CONDU FOR
ISLAND m
,A,,U
co
L— J—
— — —
C:�
1131-10
0 af
..........
W
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e
- - - - - - - - - - - - - - - - - - - - -
15
GONCRE7i
4" CONCRETE SLAB rrN OVER 6 MIL
APOR BARRIER. 5LAE� &4ALL BE OVER
CLEAN COMPACTED $1- LU/ FIBERME514
kkk
L)
U
4' CONC SL AS
MIN UP F15EFI
4' CONC�RETE SLAB MIN. OVER 6 MIL
APOR BARR EP SLA5 Si4ALL BE OVER
oe
CLEAN COI FILL FIBERME514
o,
W/
12 -all
16 -0' OPENIW�
-0"
15 -4'
PART. SLAB PLAN - ELEVATION V
GWI " DE�TLOPMEW
00 WT SCALE TWESE DRAAWYA
VERIFY 5AJ)t6 OREWA ION UTW
CONTRACTOR AID FLANS
BEFOW C*SlRrTCN TfSE
DRAAW.5 DO NOT COW"
SPEOPIC WOFI FOR �
STRUCTURAL ELEPOM I BE
PROYIDED by Drimit OF
RECORD) � DISCREPANCY
rDMEWUOl4b 011 ETCJ
RETW84 TWX DILI AID 'It
A960CUTED DRALWA -U� SITE
DRAWI 5kkL BE REPORTED TO
COCRACTOR T PI �V LID
CO46TRJC ION WALL PROCEED
LXM CONNECTED. TIE
COWTVACTOR ASUMES �E
RESPOWISLITY TO MEET ALL
REGLISIEMENT5 OF LOCAL BKOW,
MICULS 4 TO C&IPLY IIM STATE
MLI CODES
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VERSION: 5.0
ATION -
SLAJ3 PLAN
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VERSION: 5.0
ATION -
SLAJ3 PLAN
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VERSION: 5.0
ATION -
SLAJ3 PLAN
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F-1.0�J
lb- J
FLOOR PLAN NOTE6
PROVIDE 10'(MINMM)GYPSM BOARD SEPARATION AT WALLS AND 5W TYPE X CEILNG15
IN THE GARAGE ADJACENT 10 744E MAN HOtjSE AID ATTIC AREAS
WASHIW. MACHINE 16 ALWAYS LOCATED LEFT OF T14E DRYER LNLESS NOTED OT4ERWGE
ALL EXTERIOR WALLS ARE DRAWN AT 8" CMU UINLESO NOTED OTWERWSE
ALL INTERIOR AND COMMON WALL$ ARE DRAWN AT 3 V2"LKLES6 NOTED OT14EIWSE
HEADER FOR FIRST FLOOR 15 AT 5'-0' ./ W-4" CLO A SECOND FLOOR 16 AT I'-V'Uv S'CLG
HANDRAIL HEIGHT SHALL BE 36'MEASUREDVERTICALLY FRC" T14E NO51W. OF THE TREAD.
(-)DENOTES EGRES5 WINDOW
�IANIDRAIL
1-1/21, MIN
M"IN
111.4 IE
IT
I I- F7=L
S ic" ELAN
E
PRO,IDE HANDRAIL I COMPLIANCE WITH
THE CUR�ENT APPROVED BUILOW. CODE.
&TAIR QIAGRA�l
fDUJI)R-
5'-4"CLG
VfN*YL FLAW
- — — — — — — — — — —
LANAI
5 4� Ur, AFF.
C4:NCRETE
TO
to
25 E+
'5 Sw
25 sw
25 544
2E,65
H5
BREAKFA5T NOOK
'I. _4� 'LG
I y
IN L PLANK
FAMILY
ROOM
31-0" X 61-VI
S'_ r
4 -Lr
ISLAND
VINYL PLANK,
2�b WALL 34 1/2"
AFF. W1 2' ISAR TOP
f
SLOPED CEILNG. UNDER STAIRS
-11 -WALL
�2'_g>)5% 4'-
4
PANTRY
5 - 4.. CLIG
Y
VN' L PL61-45
Rl Fr.
FLR
10 S
8 1
5
4
1
s.,-
V
(2ld
TREADS III
Z, W/ 11 NOS
L
5 5H
31
NP zAq
1
0
lil�,-E OMMON
WITH '. "ALLS C UST
AREA M HAVE
0
0' DRYWALL SEPARA71ON
(MR 20 MIN FIRE)
L n�
4
47,
3,-v
GRE
R VENT
D LOCAT04
GARAGE
BOX
.........
13'-4" CLG AFF.
LAUNEDR
C4CNCRETE
W
S'-4" CLG
31180
VINYL PLANK
OPENINn,
j
FOYER
---------------- --------- ---- -
+
----- - -----
"...Cl
4
t.�E OFFICE V14
YL PLANK
V-4" CLG
VINYL PLANK
L
H5
3NO
25514
2S SH
lb'-O" 1*-0 OA GARArE DOOR
FRONT I
FIRST FLOOR PLAN - ELEVATION"Jl
WALE;ff.VW7)
WALE, A'l'vp"
GRO21 AMN DEVELOPMENT
Do NOT SCALE THESE DRAWNM
VERIFY MILDIN3 OW NTATION WIN
CONTRACTOR AND STE PLANS
BEFORE c'"T"TIGN, THESE
DRAW" DO NOT COWAIN
SPEGFIC INFORMATION FOR
STFUCTWA ELEPIENTS (TO BE
�CIED By EW.NEER OF
RECORD) ANY DWfePANCY
DIMENSIONS, ORIENTATION, ETC.)
THE TQE
ATEDD wM ,&. SITE
DRAWMS SHAL BE REPORTED TO
CONTRACTOR 7 ONCE AND NO
CONSTRICTION $HALL PROM
LNTtL CORRECTED, THE
CONTRACTOR ASUMES THE
RESPONSIBI 17Y TO MEET ALL
REOLMMMEWS OF LOCAL BWLDN5
OFFICIALS I TO CaFLY ON STATE
BUILDW. CODE&
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I VERSION: 5.0]
�—ZIRST FLOOR PLAN
III
A-1.0 ji
FLOOR FLAN NOTE5
PROVIDE Lo'(MrNlW)GYPSIr BOARD SEPARATION AT WALLS AND S/8' TYPE X CEILW.,S
IN THE GARAGE ADJACENT TO THE MAIN HOUSE AID ATTIC AREAS
WASHING MAC*4E 15 ALWAYS LOCATED LEFT OF THE DRYER UNLESS NOTED CTHERUSE
ALL EXTERIOR WALLS ARE DRAWN AT 8' CM UNLESS NOTED OTHERWISE
ALL INTERIOR AND COMON WALL$ ARE DRAWN AT 3 V2* LNLES6 NOTED OTHERWISE
HEADER FOR FIRST FLOOR 15 AT 8--0- ./ S'.4" CLG I SECOND FLOOR 15 AT T-V" 0 S'CLG
HANDRAIL HEIGHT SHALL BE 36' MEA9JRED VERTICALLY FROM TIE MOVING OF T14E TREAD.
�-) DENOTES EGRESS WINDOW
OOOIR F—TE TO FM
�L�
CLO"'
m "
,=-moll
FKAWK
(:�) �1��C RAII�IDPIATFORM
DOOR
EMfAWN
yea
HANDRAIL
1-1/2" MIN
I
1.1'.. M"
0 IAMETER-,
R"'.
t r�A.RAIL
cl, ELA
�ANDRAIL N COMPLIANCE WITTW
THE CORRENT APPROVED EUILD�. CODE.
5 T
BB
\A-4,0
m
SECOND FLOOR PLAN - ELEVATION AX
0=1 " DEVELOP�W
Do NOT SCALE 7�ESE DR41065
VERF, BUILDN" ORI IA71ON Ulw
CONTRACTOR AND 811E PL"
BEFORE CONSTRE71CR THESE
DRA*rA 00 NOT CMAN
SPECIFIC NFORlATICN FOR ANY
6TF=TLRAL ELETIENTS (TO BE
PP.OVCW BY EW. ER OF
SECORDI ANT DISCREPANCY
�DIMWONS� ORENTATICN. Ela�
BETWEEN TIE 7
IE )RAWNGS AND '
ASSOCIATED DRAWINGS Acl/o, 6
DRAdWZ ISE REPORIm To
CONTRACTOR AT ONCE AND NO
CON15TRICTION SHALL PROCE D
LNTIL COMCTED. TTE
COXTRACTOR ASSIZE THE
W5PCN5IBILTTY TO MEET ALL
WOUREVEWS OF LOCAL WILDING
OFFICIALS 4 TO �T UT9 STATE
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VERSION: 5.0�
IMSE00�01411 IFLA" PLAN
7AF P
A-2.0
ONE 3
------------------------- -
FZ 11
4 VENT
IDGE
RICKET
----------
---- --------------------
NY
ROOF PLAN - ELEVATION 'J"
KII&VIC-1-41POWI)
WAM W-1-4r
ZOW I ATTIC VWILATIOK. (3W SO FT ATTIC; SPACE / 150 FT VENT ILAI [ON,
-CALCLLATON5 REFLECT 5V% ROGE AND W% SOFFIT VIEWS
t,64 50 Ft LINDER ROOF ATTIC /
300 50 F7 , I SO FT . 4 ;1 So FT VENTILA710N
SOFFIT VENT S 50 IN EACH
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SWITCHES TO BE 46" AFF.
RECEPTS. TO BE 12' AFF. - 42' IF OVER A COUNTER
42 2 ODv
ALL WIRIW. 70 BE IN ACCORDANCE WITH NEC SMICTUIRED
MEDIA C43W TO ............ GFI.44 + C4
ARC FAULT CIRCUIT NMRFIFTER PRDlEC71ON SHALL BE PWADED AS REOUNED INCLUDE CAS,*,
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INSTALLATION LOCATIONRIY 0
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WIGH-EFFICIENCY LAMPS
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL WORMATICK
PROVIDE THE NEQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN - - - - - - - - -
COMPLIANCE WITH NEC 1026.
ALL RECEPTACLES SHALL BE TAMPER WMTANT PER NEC 06.12.
THE BRANCH CIRCUIT SUIPPLYING TIE FIECEPTACLE(S) IN A GARAGE SHALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LISS THAN ONE RECEPTACLE
OUTLET SHALL BE INSTALLED FOR EAC44 MOTOR VEHICLE SPACE.
AFICI PRMCTION - 210.0 (B) DWEI I ING; UNft. ALL W VOLT, SINGLE PHASE, 5 AND FIRST FLOOR ELECTRICAL PLAN - ELEVATION 'Jo L —i
20 AMP BRANCA CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING —
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WT00 TO BE WAFF.
RECEPTS. TO BE 12' AFr. - 42' IF OVER A COUNTER
ALL URNG. TO BE IN ACCORDANCE UTW NEC
Aft FAULT CIRCUIT INTERFLIPTER PROTECTION 814ALL BE PROVIDED AS REQUIRED
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ALL SMOKE DMCTORS WALL BE MOURED INTO AN ELECTRICAL PCIIER
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PROODE NTERSYSTVI BONDING TREMINATION AT SERVICE LOCATION PER NEC
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ALL RECEPTACLES SWALL BE TAMPER RESISTANT PER NEC 40612.
T14E BRAW-W CIRCUIT SUPPLYWG T�E RECEPTACLE(S) IN A GARAGE WALL NOT
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OUTLET SWALL BE INSTALLED FOR EACW MOTOR VE141CLE SPACE.
AFCI PROTECTION - 202 (B) DIIE' I W. UNITS. ALL 20 VOLT, SINGLE PHASE, 5 AID SEGOND FLOOR ELECTFUCAL PLAN - ELEVATION V L -i
20 AMP BRANC-1 CIRCUITS SUPPLYINS. CUTLETS INSTALLED IN DUELLING LINITS,
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MATERIAL
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REFER 10 PLOT PLAN FOR SLOPE
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NOT TO SCALE
NOT TO SCALE
-- — — — — GABLE END W OCCURS
12 IBM ELEVAIIONS AND DETAILS
3m KF-v RAN TYPICAL ROOF COVERING PER SPEC
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I
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PREENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPAC34G AND CONNECTION DETAILS
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IA-3.41
GENERAL STRUCTURAL NOTES:
1. ALL WORK $HALL CONFORM TO THE 2023 Sth 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/SITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONSIDETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
& THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING.
6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
CONTACT THE ENGINEER.
7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT,
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMIS'CONCRETE SCREW ANDIMASONRY 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 NTH THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES.
11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150
DESIGN CRITERIA:
BUILDING RISK CATEGORY
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 BOTTOM CHORD LIVE LOAD (w/o STORAGE)
10 PSF
ROOF BOTTOM CHORD DEAD LOAD
=10 PSF
FLOOR LIVE LOAD
PSF
FLOOR LIVE LOAD (SLEEPING ROOMS)
PSF
FLOOR DEAD LOAD
-15 PSF
DECKfBALCONY LIVE LOAD
= 40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOW-SY-STEM
DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
I TOTAL LOAD
LIVE LO
=AOL,,
I ROOF TRUSSES
I LJ240
L1240
I FLOOR JOISTSITRUSS
I
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 51r
2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L/600
3. FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED N/A
BASIC WIND SPEED 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 ------55PCF
5. GUARDRAIUHANDRAJL LOADING:
ALL GUAFIDRAILIHANDRAJLS SHALL MEET 200 Las (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
INTER14ATIONAL CODE COUNCIL EVALUATION SERVICES PCC-ES) AC 273 - 'ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS."
CONCRE7E NOTES:
1 . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 "RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'.
2. CONCRETE PRODUCT10N 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 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:
VL7AILS AND DETAILING OF CONCRETE REINFORCEMENT. ACI 315 - AND"MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R.
T REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB4)N43RADE- WITHIN UPPER 2/3 OF SLAB AND 3/4' MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1/2- MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOLAIDATIO04 AGAINST EARTH: 3'
FORMED OONCRETIE 1-112- (#5 REBAR OR SMALLER) 2- (#6 REBAR OR LARGER)
TOLERANCE. +/- 3/8'
8. REINFORCING STEEL SHALL NOT BE CUT, SENT 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: 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 IWO
WET CONCRETE IS 140T PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY
TEMPLATE TO WITHIN A 11W 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 8 PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13. DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION
4' SLAB: 10 FEET D.C. EACH DIRECTION
WELDED WIRE FABRIC (W.W.F.) 6X6-Wi.4XWI.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 112' TO 2-114" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WTTH ASTM Cl 116. THE MANUFACTURERISUPPLIER 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.
1 S. CURING OF CONCRETE SURFACES SHALL CONFORM TO ACI 308.1 "STANDARD SPECIFICATION
FOR CONCRETE CURING'AND ACI 308R "GUIDE TO CURING CONCRETE".
FOUNDATION NOTES:
1 . CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES AND FIELD
MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO 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.
1 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.
FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS: SLOPE
SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING
BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER
COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE
CONCRETE IS TO BE PLACED; LAP ALL EDGES 6 INCH (MINIMUM) AND SEAL WITH ADHESIVE.
4 WHERE FOOTING STEPS ARE NECESSARY, THEY SHALL BE NO STEEPER THAN ONE VERTICAL TO
TWO HORIZONTAL U.N.O.
5 FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED
OTHERWISE ON THE DRAWINGS.
6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB -GRADE CONTAINING FREE
WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING
EXCAVATION AFTER SUB -GRADE APPROVAL, THE SUB -GRADE SHALL BE RE INSPECTED BY THE
GEOTECHNICAL ENGINEER/ TESTING LABORATORY AFTER REMOVAL OF WATER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
8 A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS. SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECT/ENGNEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK.
BACKFILLING:
1 . DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2 WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED
3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD ASTM D1557), IN LIFTS NOT EXCEEDING 8 INCHES.
MASONRY NOTES:
I . CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE NTH ACI 530, *BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES'AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 530.1. "SPECIFICATIONS FOR MASONRY STRUCTURES."
2 CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Fm = 1,500 PSI U.O.N. MASONRY SHALL RAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY
BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENT/LIME OR MASONRY CEMENT FOR MORTAR.
5 GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSL
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.
S. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS
NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH (1)-*5 CONTINUOUS VERTICAL REINFORCING BARS..
9 HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP
SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 125%
OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH MINIMUM
DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN THE
FOUNDATIONS. DOWEL EMBEDMENT IN CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF
THE CONCRETE NOTES.
BAR SIZE
LAP SPLICE LENGTH
BEND DIAMETER
ACI HOOK
#4
20'
3'
IT
#5
1 25'
3-3/4'
10,
#6
L 34'
4-1/2'
ill
MASONRY NOTES (CONTINUED):
10. REINFORCING BAR$ SHALL BE HELD IN POSMON BY WIRETIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING.
11. GROUT114G OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR"LOW
LIFT GROUTING" OR 'HIGH LIFT GROUTING"AS OUTLINED IN THE NCmA-TEK 3-2A - GROUTING
FOR CONCRETE MASONRY WALLS AND ACI 530/ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROUT SHALL BE KEYED 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 MIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE. AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NGMA TEK 3-4B - 'BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION."
WOOD FRAMING NOTES:
1 . STRUCTURAL SAWN LUMBER. STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.- INDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH'PANEL DESIGN SPECIFICATION."AND
SHALL CONFORM TOWOLUNTARY PRODUCT STANDARD PS1 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-PLAGE ANCHOR BOLTS WITH 7" EMBEDMENT,
4- (MINIMUM) AND 12- (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED NTHIN THE MIDDLE
THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"4.229" WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR SOLT SPACING = 2-0'0.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 WTTH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2'ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO. 1 INO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
F,= 875 PSI F� = 425 PSI F7 = 450 PSI Fc= 1150 PSI F,= 135 PSI E= 14DO KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8 BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (8)-0.162-x2-1/2- FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES:
F�=IIOOPSI F,=565PSI FT=675PSI F�=145OPSI F,=175PS] E=1400KSI
WTTH 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
MKNKXLAM LVL PARALLAM PSL r) TIMBERSTRAND LSIL
E = 2000 KSI E 18W KSI E 1300 KSI
F, = 2600 PSI F, 2400 PSI F, 1700 PSI
I') - 'BOOZER BEAM 2.1 E' ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THESOOZER BEAM 2. 1 F IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48124 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.131".2-112" 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 (I)-2X KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (I)-2x JACK STUD AND (I)-2x KING STUD, MINIMUM.
REFER TO CHART BELOW U.N 0 ON DRAWINGS:
WINDSPEED OF
� = 140 EXP. C
WALL HEIGHT
8FT
I OFT
STUD
SIZE
HEADER SPAN
(FT)
4
IJ11K
F9Fr
lJ/lK
lJ/lK
6
lJ/lK
1J/lK
1 J/2K
8
lJ/lK
IJ12K
lJ13K
10
1 J/2K
1 J/2K
lJ/4K
2X4
12
1 J/2K
1 K
1J.
I J/4K
14
1 J12K
IJ14K
NG
EN
1 C.
J13K
1 J/4K
E14IG
J13K
ENG
_ENG`
WINDSPEED OF
< = 140 EXP. C
FW L HEIGHT
8FT
9FT
10FT
STUD
SIZE
HEADER SPAN
(FT)
4
lJ/lK
lJ/lK
lJ1lK
6
lJ/lK
lJ/lK
lJ/lK
0
lJ/lK
lJ/IK
1,111K
10
IJ/lK
IJ11K
1,111K
as
12
INIK
lJ/lK
71J�
14
IJ/lK
IJ11K
1J/IK'
16
71J/lK
lJ/lK
lJ/IKj
18
1 IJ/lK
I lJ/lK
7q1K]
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 08 METAL STUDS (18
GA. MIN.) @ 24- O.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDER/BEAM PLY COUNT WITHIN 1/2' TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDER/BEAMS 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(i).
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 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 WOIST SHALIL
CONFORM TO ASTM D 5M.
JURISDICTION SPECIFIC NOTES:
1 . FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAJS, PORCHES. AND
BALCONIES A 1/2- (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703. 1.
2 THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY NTH 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 MANUFACTURERS DELEGATED ENGINEER.
2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE
DESIGN CRITERLA NOTES SECTION.
3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES
FROM THE MASTER TRUSS FILE ON RECORD.OR FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE
THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPLIFTILATERAL LOADS IMPOSED
4 TRUSS MANUFACTURER SHALL PROVIDE HANGERS AND CONNECTIONS ADEQUATE FOR LOADS
AT ALL TRUSS -TO -TRUSS, TRUSS -TO -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 BCSI-B3 IN ADDIT10N 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 MTTIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATIION.
IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE. PLACING A HOOKED BAR NTH 12* LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
IF THE WALL HAS ALREADY BEEN BUILT: PRIOR TO GROUT PLACEMENT, OPEN THE WALL AT THE
CORRECT LOCATION APPROXIMATELY 16' (H) x 4'(W) AT FLOOR LEVEL DRILL AND EPDXY #5
REBAR (32- LG.) INTO THE THICKENED EDGE OF SLAB. LAP VERTICAL REINFORCEMENT IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2 MISSINGIMISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE
A l/2N6'1TTEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1: 1 REPLACEMENT FOR A 1/2* DAME -TER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A I /?'THREADED ROD SET-3G EPDXY 7' EMBEDMENT WITH 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 NTH 7" EMBEDMENT INTO CONCRETE.
INTO GROUT FILLED MASONRY (GFCMLQ:
A 1/2^x6* TITEN HD WITH 1-3/4" 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" O-C.: LIKEWISE A
1/2'x6* TITEN HD WITH 1-3/4' MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 214
D.C. REPLACES A 1/2- DIAMETER ANCHOR SOLT WITH 7"EMBEDMENT AT 4'-O"O.C.,
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPAC114G NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
� 140
6!-(r
140
11-61
1 -
V-3'
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 1-112" 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
1-112'. INSTALL NEW ANCHORS.
MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANG REPAIR
- 518" NO REPAIR REDD
5/8" , OVERHANG , 1.112" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
�1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR
NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT 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 NOWBEARING WALLS. IF THE MAXIMUM
HOLENOTCH 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-1 12' SOS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#--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 5G% 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"WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
000 Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
E3 IBRAHEM ELAYEB, PE,
P.E.# 91476
E BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
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12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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05/30/2024
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UWEL AND EIMD BEN LEGEND
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AROUND PERIMETER OF STRUCTURE
2 MIN IMUM 4'NOMINAL BEARING PER END
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0 BENJAMIN NIESE, PE
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05/30/2024
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SHEET NAME
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05/30/2024
DATE
TRUSS NOTES
UNLESS OTHERWISE NOTED ON PLANS:
1. ALL TRUSS STRAPS TO MASONRY ARE TO
BE META1 6.
2. ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H10A. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.SA TO BE USED TO MULTI -PLY TRUSS,
(1) EACH SIDE /8d NAILS MIN. SIMPSON
H2.SA MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL wJ8d MIN
3. ILO TYP METAL TRUSS CONNECTORS,
FRAME SCREW$ MAY BE USED AT
CONTRACTOR OPTION PER THE
FOLLOWING:
A) TRUSS TO TOP PLATE TO BE (2)
SIMPSON SDWC15600
B) MULTI -PLY TRUSS REQUIRE (2)
SDWC1 56W AT EA. PLY
C� (1) SDWC1 SM SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DBL TWIST STRAP TRUSS
CONNECTIONS (LTSIMTS/HTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISUMER
�IEUDSTONE AE IS NOT
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TRACTOR IS RESPONSIBLE TO
DIRECT COMPLIANCE OF TRUSS
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VERIFY ALL TRUSS
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rHE UPLIFT/LATERAL LOADS
� CONNECTOR SHOWN IN THESE
APACITY HAS BEEN EXCEEDED,
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(2)b14 BUILT UP
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(8) 1/21-1/2' SDS
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+1 813.466.3310
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PLAN AND SCHEDULE SHEATHING PER PLAN
8'CMU WALL SEE
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\,_/NOT TO SCALE RWM-080
ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT WALL
BELOW SING ONE OF THE BELOW METHODS ONEFULL
OPTION MUST BE USED FOR CONTINUOUS LOAD PATH
INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXr,
SHEATHING IWO DOUBLE TOP PLATES. EXT
SHEATHING IS CONTINUOUS AND WILL TRANSFER
COMBINED SHEAR & UPLIFT
b INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO
TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY
INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS 0 EA
STUD. EXT &HEATHING IS CONTINUOUS AND WILL
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CONTINU04JS A CONT 2X4 (MIN.) wl STRUCTURAL
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EDGE NAJUNG SHEATHING EDGE (2) 1 Dd NAILS
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EDGE MAILING SHOWN END TO ADJACENT 2X4 LAD
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TO TRANSFER LOAD AT Is- 0 C
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1 Od @ 4- 0 C
11/0112023
RWM-090
STRUCTURAL TYP TRU
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MANUFACTURER
CONT. 2x FASCIA PER
ARCHS W (2� 12d NAILS
PRE-ENGINEERED
WOOD 7S.CSEMSAAXT
Kj 2 0
2x BLOC NG TOENALM.
3 TRUSS SAYS BACK
FROM GABLE END
STRUCTURAL
SHEATHING PER PLAN
HI=.SA@ .1EATOVER
0
R=
(RED D AT 17OMPH OR GREATER)
STRUCTURAL
SHEATHING PER PLAN
2X4 BRACE
2X BLOCKING TOENAJUED
THREE TRUSS
FROM IBAB!EBENCKD
STRUCTURAL SHEATHING
PER PLAN
007TOM CORD OF VALLET
TRUSS NAILED
N J-1
TO PURUN ./ 10d GUN NAIL
CD 0
CONT 2x FASCIA PER
ARCHS
(�l 2d NAILS
H2 SA @ 610C
PRE - ENGINEERED VXXD
2X4 PURUN 4
VAL
EA VALLEY
TRUSS. NAJ TO
COMMM
TRUSS W/ (3)
41 A
16d NAILS
C-3
J
RIDGE
C,
GABLE END
I
ROOF SHEATHING
SH NGUE:
7111 6* SPAN RATED SHEATHING
MALS
8d RING
ROOF FASTENING ZONES
7W2x4 BL=OCKM SHEATHING PER PLAN
EEN T
BETWEEN TRUSSES M SONRY TRUSS ANCHOR
mmisawrm"
EA END S' CMU WALL OR UNTEI, SEE
PLAN FOR REINFORCEMENT
TRUSSES AT 2 IV 0 C. MAX
CONTINUOUS
SHEATHING
EDGE
NAIUNG
1_5�
2.1�4
BRACE
I 1
1 2
3
PANEL EDGES C@ SUPPORTS (1)
_OC
OR
TILE: 15/32' SPAN RATED SHEATHING
on
METAL: 15132' SPAN RATED SHEATHING
SHANK
13' x 2-3VEr
PANEL FIELD (1)
w D.C.
1.. 0 1;
OC
H2,5A @ EA.
OVERFAMED TRUSS TRUSS TIE PER PLAN
E RIM
IN
EDGE NAILING
PER PLAN
t FRAMING PER PLAN
N
SHEATHt G SEE PLAN
FOR ATTACHMENT
PER PLAN
(2) SDWC156M
SCREWS FROM
a
TOP PLATES TO WID�W
TRUSS @ 16.
0 C. (1) EA PLY
HANGER
7P:ER
MA . NUF
UF
2X4
FRAMING
PER
PLAN
H OA @EA END
01
F VALLEY
TRUSS& 10 0
OC MAX
SHEATHING
PER PLAN
NOTES:
I LONG SIDE OF SHEATHINGTO BE PERPENDICULAR TO TRUSSES OR RAFTERS-TYRCAL.
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
39 WIDE HOUSE = 3'ZONE, 4& WIDE HOUSE = NZONE. 51Y WIDE HOUSE � VZONE,
6& WIDE HOUSE = 9 ZONE
OVEFUMM MEW DUAL
MOO (11/3012023)
(MOD) 11/3012023
�ATTOM�M
ME01"Gi MGRWW�_____
(MAXIMUM OF 150 MPH EXP C) 11/01/2023
RWG-2(k2(RB-449)
RWG-203 ("g)
RZ-110
RWW-030
VALLEY SET
TRUSSES (iP 24' 0 C VALLEY SET
MIN. I LONG 20 TRUSSES 0
GA. FLAT STRAP 24'0.C�
.HEAT
PER
(8)1 6d
SHEATHING
SHEATHING PER PLAN
PER PLAN
2X4 BLOCKING
UNDER TRUSIS
ENDS, NAIL TO LJ41) SDWC156DO
TRUSS CHORDS
W/ (3) 10dEA TRUSS SCREW
END. TO EVERY
OR TRUSS BELOW
VALLEY SET
TRUSSES C& 24- OC
SHEATHING
PER PLAN
--------------
2X4 PURLIN @ EA. VALLEY
TRUSS, NAIL TO COMMON
TRUSS W/ (3) 1 Sd GUN NAILS
BOTTOM CHORD OF VALLEY
TRUSS NAILED TO PURUN wl
I Od GUN "L (9? Ir O.C.
TRIZVALLEYSETOMI'ME 11101/2023
K:�/N.; TO SCALE RZ-060
2X4 LADDER FRAMING AT 24'
AM
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D.C. REO'D AT OVERHANGS
(2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT Ir D.C.
GREATER THAN 12*. ATTACH TO
.1 M1W 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
TRUSS TOP CHORD w/ (2) 16d
WHEN SECOND BRACE IS REQUIRED,
NAILS AT 24'0.C�
NAIL TO OPPOSITE SIDE OF BLOCKING.
STRU CTURAL
1, AT VERTICALS 3'-6'TO 6-6'USE ONE 2Y,4 V BACK-
S TH
HEATHING
PER PLAN
2. AT VERTICALS OVER 6-6- TO W-4- USE (2) 2X4 -V BACKS (I
EA. SIDE) (OR FRAME PER CASE 3 BELOW).
3, AT VERTICALS OVER W-4'TO 13'-V USE ONE 2X4 *L* RACK
AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
PEAK AND AT EVERY OTHER VEFITICAL MEMBER IN THIS
RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
BLOCKING BELOW THE ROOF SHEATH114G w/ (5) 12crs AT EA
END. IN ADDITION TO T14E SECOND DIAGONAL, A
SEE PLAN FOR
STRONGELACK IS ALSO REQUIRED AT THESE VERTICALS AND
ATTACHMENT OF
MUST BE ATTACHED TO EA. *L' BACK WITH (2) 12ft AND ONE
ALL STRUCTURAL
SIMPSON H5 OR ONE USP FITS CONNECTOR
SHEATHING
SIDE NAIL ALL'U BACKS AND STRONGBACKS IftN AT6`
2x SHTG.
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BLOCIaNG
PFIE-ENGINEERED WOOD
- TRUSS ANCHOR TAUS SES AT 2-D'O.C.
MAX
PER PLAN
- CMU WALL PER PLAN FASCIA (SEE ARCH.
7
DRAWINGS)
pt4i
SHEATHING PER PLAN
TRUSS ANCHOR
PER PLAN
FRAMING PER PLAN
PARTIAL WOOD REARING]
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05/30/2024
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SHEET NAME
DUAILS -
ROOF
SHEET #
S4.1
EXTERIOR WALL SHEATHING
SHEATHING
NAIL
PANEL EDGE
FIELD
BLOCKING
REQUIRED (MIN
SIZE
NAJL"
"
REQUIRED
7/16-
C.
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ALL EDGES
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PANEL EDGE NAILING
NOTE: PROVIDEBLOCKING
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WIT
STRUCTURAL
SHEATHING
SINGLE N&L EDGE SPACING
a
N It2 S
DOUBLE NAIL EDGE
STUD SPACING 2X4 BLOCKING
PER PLAN SHEATHING SPLICE - SAME
NAILING THICKNESS AND STRENGTH AXIS
PER PLAN ORIENTATION AS WALL SHEATHING
FrfPM SHEATHING DETAIL 11/01/2023
�NOT TO SCALE W�W_010
EXTERIOR WALL SHEATHING
AIE
PANEL EDGE1
R=ING
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I SIZ
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I '
T O.C�
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S
WET
STRUCTURAL SHEATHING
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17
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3 1 ��BOTJT.
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END SHEATHNG DETAIL
11/0112M
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�N.;'TO
SCALE
WW-020
PRE-ENGINEERED TRUSS PER MANUF 0 24'O.C. MAX;
ATTACH TYP TRUSS STRAP PER PLAN (NOT SHOWN
(6) 0.1 4lrx3' FACE NAILS THRU KING
STUD TO HEADER (MIN. 3 EA PLY.)
HEADER STRAP RrCVMNT PER TARE
ULT BASIC
WIND SPEED
HDR MAX
CLA SPAN
STRAP
REQI
�14OMPH
4 FT
I LSTA18
.14OMPH
C28
(2�4x TOP PLATE INSTALL SIMPSON SSP PLATE TIES @
- 0 C ALTERNAT.- TOE - THE
WALL .0. TOP PLATES INTO RAJSED
HEADER 13ELOW OVER OPNG. TYP.
TYP TRI PLATE
CONNECTOR PER PLAN
HEADER PER PLAN, 12) PLY.
MIN. ADD TIONAL JACKIONG
IT(
STUD CONNECTOR
I MAX CLR SPAN REQUIREMENTS PER PLAN.
160 MPH 5 Fr I MSTA24 EDGE "L SHEATHING AROL#4D GERING
I PER TYP SHEATH114G DETAIL REOMNTS
OF JACK STUDS 2XFRAMING BELOW WINDO
PER PLAN OR OPNGS PER PLAN; OMIT AT
SHEATHING PER PLAN F
GENERAL NOTES DOOR OPNGS, TYP.
AT FOUNDATION CONDITION - HOLD
DOWN REQUIREMENT PER TABLE
ULT BASIC HDR MAX HD REQMNT AT �-.TORY FLRI
WIND SPEED CLR SPAN DTT2Z .1 (8)-1 1-1/7 CONDITIONS IF APPLIES):
<14OMPH 4 FT
& 112'W TTTEN HD*
<14OMPH 9 FT
HTT4 wl IT 11�4148-xi -112- TO
-
KING & 5/8'xG'THFN HD*
____i
<16OMPH 5 FT
DTT2Z wl III "
a ir2WTITENHD*
2x STUDS, SPACING PER
INNIM
AM
PLM/NOTES TYP. UNQ,
STD HEADER CONFIGURATION
ffi N& (VIEWED FROM INTERIOR)
CRAWLIBASEMENT CONDITION. TITEN HO SHALL BE SUBSTITUTED FOR ATR
OF SAME DIAMETER DRILL & EPDXY fi'MIN EMBED TO FOUNDATION WALL
pa -
TYWA OMNG @ FMNG WAI.I.
(6)0.148- Z FACE NAILS
THRU KING STUD TO
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111ANT - T- F
ULT BASIC
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HOF MAX
CLA SPAN
STRAP
REO`MNT
<14OMPH
4 FT
LSTA1 8
<14OMPH
9 FT
MSTC28
<16OMPH
1 5 FT
MSTA24
ULT BASIC
MIND SPEED
I MAX
CLR SPAN
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�1 40 MPH
4 Fr
I CS16I
�14OMPH
9 Fr
(2)CS1 x4rLG.-
- I -
APPLY (1) STRAP TO JACK STUD W/
1IDR STRAP & (1) STRAP TO KING STUD
(FL/CCD) 11101/2023
WGW-050
INT. FINISH WOOD BUCK ATTACHMENT: ALTERNATE DOUBLE 2x TOP TOP PLATE CONNECTOR,
Ix CUSTOM PT.BUCKTO 2K OR GFNEATER BUCK TO EXTERIOR CMU WALL PLATE SPACING PER PLAN (CHOOSE
I x WOOD MASONRY MASONRY MID SPAN BLOCKING ONE):
lx P.T. BUICK MATCH FRAME WIDTH, BUILT-UP THICKNESS � 2 BETWEEN EACH a. (1) SPH4 0 2X4 WALLS
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..;�14
ATTACH FROM ENDS AND 1Z OC. S (9 4' FROM ENDS GARAGE DOOR AND b. (2) H2.5A (ONE EA SIDE OF
WINDOW PER REMAINDER. ATTACH AND 12'O.0 REMAINDER. TRACK, INSTALLED PER BOTTOM PLATE CONNECTORS, PLATE)
0
FLORIDA WINDOW THRU BUCK INTO I 1/4"EMBEDMENT MANUFACTURERS SPACING PER PLAN (CHOOSE 0144E): C. (1) SP2
PRODUCT MASONRY PER FLORIDA SPECIFICATIONS. a (1) SPH4 0 2X4 WALLS d (2) SDWC15600
AR51111117,101- PRODUCT APPROVAL (1) SPH6 (9 2X6 WALLS e � STRUCTURAL SHEATHING &
N,%R ELEVATION b Q) H2.SA (ONE EA SIDE OF PLATE) SNA)LING PER PLAN
2X6 WOOD BUCK�V-IORED c. (2) SPI (ONE EA SIDE OF PLATE) HEATHING PER PLAN
d. (3) SDWC15450 SCREWS 2x STUDS AT Is- 0,C,
TO CMU .11/2' BOLTS OM
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I W/ 2* WASHERS AT 2r N PER PLAN
TYWA WNDW ATTAMMOU DETAIL 12A712021 FF-"--ETOBL---i O.C.&WITHINS"OFTCPAND FMMNG WhL W/ MR 8/27/2021
,CK 4'
x 3' MASOZI� (2= I
BOTTOM'
(FyNoI SCALE TO MASON. Y
O.C. STAGGER ROWS 6' WGW-105
STRUCTURAL SHEATHING
2x FRAME WALL w/ P.T.
& ATTACHMENT PER PLAN
SILL PLATE, PER PLAN
ANCHOR BOLTS OR STRAPS '
SEE GENERAL NOTES, U N 01
.'C.. WALL, BONDBEAM
aOil.
& VERT REIN PER PLAN
WOOD BUCK ATTACHMENT:
INT. FINISH
21 OR GREATER BUCK TO MASONRY
I x WOOD
BUILT-UP THICKNESS � 2 1/4' = 114',W
2� P.T. BUCK
MASONRY SCREWS @ 4- FROM ENDS
AND 12'O.C. REMAINDER./ 1 1/4'
ATTACH DOOR PER
EMBEDMENT
FLORIDA PRODUCT
APPROVAL
ALTERNATE
Ix CUSTOM PT BLOCK TO MASONRY
MATCH FRAME WIDTH, ATTACH w/r
BRICK
NAILS 9 4- FROM ENDS AND 12' OC,
MOLD
R MAINDER.ATTACH DOOR THRU
FINISH PER
BUCK INTO MASONRY PER FLORIDA
7ftol ELEVATION
PROD
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NO; TO SCALE W�Wl 21 \__/NOT TO SCALE 'A�- 150
EXT. WALL
PER PLAN
2X4 BLOCKING 0 24. OC
NAILED BETWEEN STUDS
./ (2) 10d NAILS EACH END
INT. WALL
PER PLAN
(2) 1 Od NAILS EN
STUD TO EA BL4
2X4 DBL.
TOP PLATE
BLOCKING
JSH WITH E
FACE THAT
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, INTERSEG
VALL BEYO1
PARTY OR
(TERIOR W,
SILL PLATE
EN IN CONI
,/CONCRE
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1/4"DRIVE-INANCHOR
GARAGE DOOR AND
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MANUFACTURERS
SPECIFICATIONS.
1/2* x 2 1/4' HII SLEEVE
ANCHOR OR EQUAL MIN. 1 112*
EMBED INTO MASONRY (I PER
[-----
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TYPM C"E M ATTACHIAW
11/01/2023
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TO SCALE
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END STUD
TO FLAT
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0,162'x3-1/2'
NAUMSIR
tEI
2x STUD I I/ STRUCTURAL
T 0 ND BEW
1-r -
DOUBLE 2. TOP PLATE
MID SPAN BLOCKING BETWEEN
EACH STUD AT FRAME WALLS
2x STUDS SPACING
WY PLATE HEIGHT 9-4'OR
PER GENERAL NOTES
TALLER, OTHERWISE MAY OMIT
U.N.0 PER PLAN
III
-PLATE
SHEATHING
R PLAIN
MATC2,,NGTTkLL WIDTH
LWBEAR1NGWAIiw/oUKF 11101/2023
_;A __
WGW_111
ft RESM, COW
IN BOND SI
BOND BEAM
PER PLAN
2X CRIPPLE STUDS @ IB-OC
OVER HEADER. TOPIBOTTOM STUD
CONNECTORS PER W10113,42, �
ALT. HEADER CONFIGURATION
(FOR INFORMATION BEYOND BREAKUNE OR NOT SHOWN REFER
TO STC, HIDER CDWIGURATION)
�L�011 OPENING MITER LINTELS BY
FIELD CUTTING
#5 REBAR IN VERTICAL
GROUT FILLED CELL
#5 CORNER DOWELS INSIDE
AND OUTSIDE OF VERTICAL
#5 BAR AS SHOWN
PRECAST UNTELS
FILLED WITH GROUT
90 DEG. OR DETAIL w/ COWIVIN BEL 2./28/2022
OR WGM M
TOP OF HEADER AT
MTL STRAP LOCATION
BOTTOM OF TOP PLATE
MATCHES STID CONDITION I$
PLATE HE GHT PER PLAN
2x CRIPPLE STUDS
(2)-2x CONT FLAT PLATE
USE (3) _2x PLATE AT DBL
V
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END LENGTH CONTINUOUS DOUBLE
2x FULL HEIGHT KING STUD PER SCHEDULE 2x TOP PLATE
PEN. NUMBER PER PLAN PLATE HEIGHT PER PLAN
I�
HEADER PER PLAN
z
2x BLKG USE DBL, OR
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3'WIDE MTL STRAPS
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PER PLANSISHEAR
WALL SCHEDULE 3:
0
SINGLE. DOUBLE OR
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(2) 2x SILL PLATE
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# OF NAILS I
@ EA END
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3400 Auburn Rd
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Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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DETAILS -
WALL
SHEE7 #
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PARALLELTO SHEATHING #5 REJEOP HOOKED
CONNI PER PLAN -
TOWMt
STUD w/
01 11
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in 29349
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61;1BTTCkCMUIWERSEM P.E.# 86025 40RID
__/NOT TO SCALE WGM-182
05/30/2024
DATE
2K KNEE WALL OR PRE-ENG FLOOR
STRUCTURAL SHEATHING &
TRUSS, STUDS @ 24- D.C. .1
ATTACHMENT PER PLAN, CONT.
f
META16@24-O.0 (MAX.)-
THROUGH FLOOR SECTION
"NOTE 2. VERT INSTALLED TIGHT TO
U'ED TIGHT To
Z� FRAME WALL PER PLAN,
Top AND BOTTOM CHORD .1
CONT - 2x PLATE w/ (2) 16d
(3)fid TOENAILS AT LOCATIONS
WHERE E BEDDED STRAPS
NAILS@ TO- QC
AND END GABLE TRUSS
PANEL EDGE MAILING
VERTICALS MLSAUGNS.
FLOOR SHEATHING &
ATTACHMENT PER GEN. NOTES
TRUSS PER PLAN
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HEATHING PER LAN
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8'CMU WALL BOND BEAM
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PLAN
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BEAMIGIRDER PER PLAN
PANEL EDGE NAILING
NOTE: ILO CONT. WALL SHEATHING
SHEATHING PER TALL LSTAI 5 STRAP EA STUD,
INS
PLAN CORNERS & FLANKING ALL OPENINGS.
CENTER STRAP AT TOP OF BEAMIGIRDER
Wo CMEM AT BW
11/01/2023
Y
NQ� TO SCALE
LGG-070
2x FRAME WALL PER PLAN, CONT. 2x
C 0 NT 2x
STRUCTURAL SHEATHING &
E A T SS
PLATE./ (2)16d NAILS @ EA TRUSS
R�
ATTACHMENT PER PLAN, CONT.
FLOOR SHEATHING & ATTACHMMENT
THROUGH FLOOR SECTION
PER GENERAL
PANEL EDGE MAILING
(4) led NAJLS RIBBON TO EA.
TRUSS, TYP TOP & BOTTOM
Bd NAILS ZT D.C. WALL
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11/01/2023
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��-020
2� FRAME = PER PLAN
STRUCTURAL SHEATHING &
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CONT, 21 1
ATTACHMENT PER PLAN. CONT.
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THROUGH FLOOR SECTION...
FLOOR SHEATHING &
ATTACHMENT PER
GENERAL NOTES
S
TRUSS I JOIST
PANEL EDGE "LING
PER PLAN
BEAMIGIRDER PER PLAN
T
SHEAT=H1NGj
PER PLAN
PANEL EDGE NAILING
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COTNET. WALL SHEATHING INSTALL
LSTA1 5 STRAP EA STUD. CORNERS
TRUSS/JOIST CONNECTION To
FLANKING ALL OPENINGS. CENTER
BEAM PER MANUF
STRAP AT TOP OF BEAWGIRDER
11101/2023
(2-SWWNNWUATBW
�)NOT
TO SCALE
LGG-OW
Z� FRAME WALL PER PLAN, CONT.
2x PLATE wl (2)16d NAILS 9 16"O.0 (2) 1 Od NAILS@ EA
FLOOR SHEATHING I ATTACHMENT
PER GENERAL NOTES UT' OR THREADED
ROD CUT TO LENGTH
TRUSS PER PLAN / (2)10d
TOE NAIL To Top PLATE /21 ALL -THREAD 9 32-
0
SHEATHING PER PLAN � V'.C.@ALLCORNERSAND
TRMW TO RM W&L 1113012M
L02
ZK FRAME WALL PER PLAN
HOLD DOWN CONNECTION PER PLAN
W1 ANCHOR BOLTS OR EPDXY ANCHOR
w16' MIN. EMBED. (EXPANSION BOLTS
ARE NOT ALLOWED)
2x BOTTOM PLATE PER PLAN
2x BLOCKING 49 EA- BRG.
STUD PER PLAN AS SHOWN
PRE-ENGINEERED
TR
Ir CMU WALL. BOND BEAM &
VERT. REINF. PER PLAN
�EM SM BMD BW DUAIL 212812022
�MTO C�Zw
2X4 LEDGER OR TRUSS TOP
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TR WALL STUD (MAX. 16- O.C.) CONT 2X4 BLOCKINGILEDGER STRUCTURAL SHEATHING & CHORD w/ (2)12d NAILS TO EA
SHEATHING & W/ (3) @ EA STUD & TOE WALL STUD (MAX. 16- O.C.)
ATTACHMENT PER PLAN. CONT. STRUCTURAL SHEATHING ATTACHMEIrr PER PLAN, CONT. 10d THROUGH FLOOR SECTION
THROUGH FLOOR SECTION & ATTACHMENT PER PLAN THROUGH FLOOR SECTION NAILED TO EA TRUSS STRUCTURAL SHEATHING
S LICTURAL SHEATHING & STRUCTURAL ATTACHMENT PER PLAN. GONT.
STRUCTURAL SHEATHING 2x FRAME WALL PER PLAN. & ATTACHMENT PER PLAN
2x FRAME WA PER PLAN, CONT Z� FRAME WALL PER PLAN. CONT & ATTACIHMENT PER PLAN CON Zx PLATE .1 (2)16d
LL - O.C, 6 PLATE / (2)16d NAILS 9 1 '0 T
FLOOR SHEATHING & ATTACHMENT V SS
2. PLATE / (2)16d NAILS 0 16 6 Cl NAILS @ EA TRUSS
HEATHING &
PER
PER GE FLOOR SHEATHING & ATTACHMENT CONT. 2.4 RIBBON
NERAL NOTES PER GENERAL NOTES
MFLOOR S
ATTACH ENT GEN.NOTES
�w
TRUSS PER PLAN PRE-ENG ROOF TRUSS PER
2,K KNEE WALL OR MANUF., STRAP PER PLAN
PRE-ENG TRUSS PER PLAN TRUSS BOTTOM CHORD OR 2x LEDGER
8. CMU WALL BOND BEAM W/ 10d NAIL TO EA VERTICAL & TO
& VERT REINF PER PLAN BOTTOM PLATEICHORD @ 16' QC
"NOTE
DETAIL L01 IS REQUIRED TO ACCOMPANY THIS DETAIL
TRUSS PER PLAN TOP CHORD BEARING
Z, KNEE WALL OR PRE-ENG ROOF TRUSS PER
PRE-ENG TRUSS PER PLAN MANLIF ., STRAP PER PLAN
8'CMU WALL, BOND BEAM (2) 2x6 I E ER w/ 114'x V
& VERT. REINF. PER PLAN SDS SCREW TO EA TRUSS
VERTICAL & TO BOTTOM
PLATEICHORD @ 8- QC
- NOTE
DETAIL LOI IS REQUIRED TO ACCOMPANY THIS DETAIL
TRUSS PER PLAN PRE-ENG ROOF TRUSS PER
MANUF., STRAP PER PLAN
CONT 2x4 RIBBON TRUSS BOTTOM CHORD OR
." WALL BOND M -,- a LEDGER w/ (2)1 Od NAIL
a U BEA TO CONT. RIBBON 9 Is- QC
& VERT REINF. PER PLAN
"NOTE
DETNL L02 IS REOUIRED TO ACCOMPANY THIS DETAIL
(L-1-1�R�W TO MWRY WALL @ WW W rL1—,)FL�MT0MWRYW&L@WWRW -:�R=MMWWWAIi@WWPW 12117/2021
\,_,/NOT TO SCALE LTM-110 \__/NOT TO SCALE LTM-120 &NO; TO SCALE �;;'I 30
STRUCTURAL SHEATHING &
ATTACHMENT PER PLAN, ONT.
THROUGH FLOOR SECTION
CONT. Z�4 BLOCKINGILEDGER
"
2. FRAME WALL PER
.1 (3)1 Od 0 EA STUD & TOE
A
"OTO
L
PLAN. CONT. 2x PLATE w/
-
NAILED TO EA TRUSS
(2)16d NAILS @) 16- QC
STRUCTURAL SHEATHING
S L S
BEAMIGIRDER PER PLAN
ATTACHMENT PER PLAN
FLOOR SHEATHING &
ATTACHMENT PER
GENERAL NOTES
EDGE NAIL
. EAT
SHEATH.NGG
STRUCTURAL 214 BLOCKING BETWEEN EA
SHEATHING TR SS (OR CONTINUOUS AS
U
U
CONTINUOUS TRUSS ALLOW) ./j3) 10d TOE
IL TO
IN BL
C, a Mw
C x
E
FN �EDGE NAILING PER
Er
DETAILS
PER PLAN
I
'
TRUSS I JOIST
TRUSSIJO IST PER PLAN
PRI-ENG ROOF TRUSS PER
PER PLAN
MANUF., HTU26 OR HANGER SHEATHING
PER PLAN
SHEATHING PER PLAN
PER MAUNF., U N 0
BEAM OR
EDGE NAIL SHEATHING
FLOOR
TRUSS
GIRDER
... NOTE:
ILO CONT. WALL SHEATHING INSTALL LSTA15 STRAP
EA STUD, CORNERS & FLANVJNG ALL OPENINGS
CENTER STRAP AT TOP OF BEAMIGIRDER
&,—.�N,24W CONNEM AT BFAM 8/18/2022
O� TO SCALE LGG-160
HMW SDS q I
EA TRUSS
TU26 OR
HANGER PER
-NOTE.
TO THE WM!IVNGrVE
BEING CONTINOUS TO THE
BEAM BELOW IS TO USE LSTAI 2
@ EA STUD ABOVE To BEAM
BELOW
2- 9W CMNMO AT FA W/ LOW RV MOD (5/1012D22)
07�TO SCALE LGG-I84(IE-Z)
2x FRAME WALL PER PLAN, CONT
ZK PLATE .1 (2)16d NAILS 9 16' 0 C
FLOOR SHEATHING & ATTACHMENT
LSTAI 2 @ EA TRUSS VERTICAL
PER GENERAL NOTES
N�'
BEND @ BOTTOM PLATE
FIELD FRAME 2X4 KNEE WALL
OR PRE-ENG FLOOR TRUSS,
STUDS 0 24- OC. TOE MAIL
#PLAN
BOTTOM PLATEtCHORo wt
10d NAJLS @ 6- O.C.
LSTAI 5 @ EA- VERTICAL' BEND
TRUSS / JOIST PER PLAN
0 BOTTOM OF TOP PLATE
SHEATHING, PER
11 FRAME WALL PER PLAN
RMTIMMTOW&WAL
12/1712021
LGW-=
CIRO Fi e
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
05/30/2024
DATE
0�'�-.A�TE OF
oo
010
NA
I1111111"
—H2�H
E
E
v
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, Ml 48326
+1 24&622.4035
Florida
12906 Tampa Oaks Blvd.
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
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SHEET NAME
DETAILS -
FLOOR
HEET #
S4.3
2x LET -IN THRUST BLOCK 2X12 STAIR STRINGER
�/(8)'10CI(O.14"INAILS (2) 2X8 BEAM
(To O:RAM OR
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SCREW$ TO S $IWILANDHING-
a til�
PERARCH. PER ARCH.
PLANS PLANS
2X6 FLOOR JOISTS @ I Isr. 0. C. 2-x I EIR ATTACHED TO
TO 8EAM .1 LUS26 HANGERS (2) 2)(8 HEADER .1 (2)16d
NAILS 0 8' D.C., STAGGERED
I
S TRINGER
I, 2X8 BEAM
2. FLOOR JOISTS
@ IS- O.C. TO BEAM
./ WS26 HANGERS
STRUCTURAL SHEATHING, REFER OLTRP OF OOR 1 1$ OOR
12 TO STRUCTURAL SHEETS FOR E . LEV, PER FILMS A35 CUP EA STRINGER TO PLANS
PER NAILING & OTHER REO 2X UDGER, MAX NAILING r TRUSS/JOIST
I
P *
LEV
ELEV. PER MANUF
ROOF TILE (OR SHINGLE PER SPEC.)
TRUSS STRAP PER STRUCT. DETAIL FLOOR TRUSS PER MANUF. FLOOR TRUSS FLOOR GIRDERIRIM
PER MANUF. PER PLAN
it 11 it V it x V Kit 11 WALL CONT. 2x BAND BOARD w/ USC STRAP 0 EA
LA _$ XKTO ELEV.) (4) 10d NAILS TO EA TRUSS 2x6 LEDGER ATTACHED TO STRINGER TO BACKER
INSULATION AS 2x6 LEDGER ATTACHED TO FLOOR TRUSS./ 1 Od NAILS
PER SPEC. FASCIA PER COMMUNITY SPEC 2x BAND w/ (2) 1 Od NAILS @ TO.C. ALONG BOTTOM
(914- O.C. STAGGERED CHORD AND ALL WEBS
SOFFIT & OVERHANG PER SPEC.
PRE-ENGINEERED ROOF TRUSSES,
REFER TO TRUSS MANUF. DWGS
I 11Z MON.
0' MIN, GRASPABLE RAND L. I I1Z MIN.
RAJ
TR 1 114' MIN. TO 1 1/2' MAX. DLA HANDRAIL BRACKETS
TO BE CONNECTED TO RETURN HANDRAIL
j FRAMING PER MANUF. INTO Ix BACKER SO.
21� RECOMMENDATIONS
FLOOR JOIST OR TRUSS SYSTEM /4'- 1 1/4'NOSING ir
& DIRECTION PER STRUCTURAL TURAL 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 NOT BE SECTION PLAN
FOR NAILING & OTHER REO. NAILING & OTHER RED. GREATER THAN 31W. GREATEST VARIANCE
RIM SO OR TRUSS PER STRUCT. INSULATION AS PER SPEC. INSULATION AS BETWEEN TALLEST RISER AND SHORTEST K414DRAIL REOUIREMENTS
STRUC ////Z/- PER SPEC. RISER SHALL NOT BE GREATER THAN 3/8'.
4� TOP OF CMU PRE-ENGINEERED ROOF TRUSSES. PRE-ENGINEERED ROOF TRUSSES
r(REFER TO ELEV.) 12 PER REFER TO TRUSS MANUF. DWGS 12 REFER TO TRUSS MANUF. DWG TYPM STAIR WTAILS 11/01/2023
ELEV. ASPHALT ROOF SHINGLE '_-j:�PER ASPHALT ROOF SHINGLE —
(OR TILE PER SPEC.) (OR TILE PER SPEC.) WSG-101
-VIRFOP _QF CMU TRUSS STRAP PER TRUSS STRAP PER
FF. T.
FER TO ELEV.) STRUCT. DETAILS STRUCT. DETAILS
,)Onnnno nno nnnnnn nnn
ILILICILILICIL181 �jxww� REFER TO PLAN REFER TO PLAN A35 CLIP EA A35 CLIP EA LOOR
III, STRINGER TO STRINGER TO $EM96
BOND BEAM PER PLAN 2X $MELE-v IRDFERIRIM
PLANS 2X LEDGER, PLANS PER PLAN PLANS
FASCIA PER COMMUNITY SPEC. FASCIA PER M. LEDGER, MAX MAIL]
COMMUNITY SPEC. NAILING NO
SOFFIT & OVERHANG SOFFIT & OVERHANG PER SPEC.
PER SPEC.
BOND BEAM PER PLAN BOND BEAM PER PLAN FLOOR TRUSS FLOOR TRUSS
PRECAST LINTEL PER PLAN C"Mww ATTACHED PER MANUF.
TOFLOORTRUSSW 10d LSC TRAP @
INTERIOR EXT ERIOR BOARD .1 (4)1 Od NAILS (0 3. 0 C. ALONG EA SS NGER
TRI
1 .1 ECAST 101114tNAAATTACHED BOTTOM CHORD AND ALL TO BACKER
SILL PER PLAN TMS%AND.1 (2)10d WEBS
4
SEE STRUCT FOR MMSTO DMffAGGERED
ALL REINF. X SEE STRUCT. FOR 212812022
REO ALL REINF. REQ. SO �Zl 02
TR 'R
----- - SEE STRUCT. FOR Ali REINF RED INTERIOR EXTERIOR INTERIOIR EX7ERIOR
SEE STRUCT DETAILS
FOR VARIATIONS SEE STRUCT. DETAILS SEE STRUCT. DETAILS
FOR VARIATIONS F VARIATIONS
Q'-V FIN. FL Q:T FIN. F Q-T FIN F (2) 2X8 BEAM
2x LET -IN THRUST BLOCK
FINISHED GRADE FINI HIED GIIADE W/ (8)10d (0.148-x3l NAJLS a12 X' ST
TO WOOD FRAMING OR ING ING
LE
MONOLITHIC FND., SEE (3)114'.2-3/4* CONCRETE PER ARCH. PER ARCH.
MONOLITHIC FND.. SEE STRINGER STRINGER
PLANS 2x LEDGER PLANS X
B
STR CTURAL DETAILS FOR MONOLITHIC FND., SEE STRUCTURAL DETAI SCRE LA TAC�' (2) 2X8 BEAM
WIDTUH, DEPTH,& REINF. REO STRUCTURAL DETAILS FOR WIDTH, DEPTH & RELINSFFORFEIO ATTACHED TO
FINI HED GRADE $MMZE 2X12 STAIR $ffm 2X12 STAIR
WIDTH, DEPTH, & REINF. REO (2) 2X8 HEADER
'DIST,
SWUNOW0111386 IX OOR
IPWO.C. TO BEAM 0 16- D.C. TO BEAM
V409ffitFIRNGERS W LUS26 HANGERS
2 STORY WALL SEM 11/01 1 STORY WALL SEM 11101/2023 TYPM 1 ORY WAU RM 11/01/2023 STAIR OFAU 1111212021
A STORY
ZG-041 V;S Z�o 10 WSM-020 WSG-104
Fieldstone
3
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERI No
29349
13 IBRAHEM ELAYEB, P
P. E.# 91476
Af
0 BENJAMIN NIESE, PE 0 E OF
P.E.# 86025 40RIO 'Si
05/30/2024
DATE 11111110
Michigan
3400 Aul>urn Rd
Suite 200
Aubum Hills, MI 48326
+1 248.622.4035
FWda
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
M
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0
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Lu
C)
Lu
cc
M N
0
DRAWN BY: I FAE
VERSION: 55:0]
SHEET NAME
DETAILS -
misc.
SHEET #
S4.3.1]_
PRECAST LINTEL GRAVITY LOAD TABLE 4.21
LOAD$ LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MANUFACTURERS;
CAST-CRErE, LOTTS CONCRETE QUAUTYIPRECASTCO.
MACMUM LOAD (PLF)
APPROX,
UNTELLENGTH
MAX CLEAR
OPENING
TIPE A
S'UNTS.
TYPE B
TYPE
L2'�- 8
12 TYPEC
14' TYPE 3-
14-TYPEC-
16' TYPE 8
16'TYPEC
20' TYPE 0
20"TYPEC
24' TYPE 8
24KTYOPEC
28' TYPE 8
28'TYPEC
37 TYPE 8
3ZTTYPEC
Z' IT
1,6,
223�
3069
3 �9
328C
K63
6607
SC54
95C2
'-Occ
3059
46D5
5206
6U3
7547
0974
loom
1
10030
3-
Z 21
223-
3069
3719
328C
51-63
6607
SC54
95C2
3069
46G5
5206
BU3
7547
8974
10000
1OOD0
4'0'
1
Z81
1783
256-
2751
329C
382C
4890
596-
7C34
8-7
2561
4605
5205 1
6113
7547 1
8974
IMM
1DOGO
4'1'
12'
1343
2:iC
2992
2r-
3756
4576
54C'
6224
1969
4375
5206
6113
7019
8672
10000
IDOIDO
I'll
34'
1217
-
'349
143B
'4"
:7-6
-99L-
256C
3132
3666
4249
1349
2090
4567
5365
4766
5817
7074
8203
5'4'
M
'349
;.
�438
17-6
25tc
3 2
3686
46a9
1349
3090
4567
--'999
5365
4766
-31'
5817
7074
9203
5'10'
416,
850
'.CS
:.73
_60C
.65
209C
2549
3."9
34' 7C
�5
11D5
2622
4242
4360
3942
4989
5817
6662
61 6"
52'
710
232
2.77
3738
3483
3031
37C7
438B
Sce.
J.,
7 7
27.
34.
K
.�S
75.
716,
e 2'
5M
991.
1729
11-06
2632
22C5
2698
3-9-
3685
991
1729
2108
2632
3898
5661
4742
ssal
Car
70'
498
E99
111.6c
'.516
1626
2564
3486
28.8
33CZ
699
1245
1516
1843
2564
3486
2964
33V
9'4'
So`
416
699
1-61
N/A
1625
2564
3486
28-E
331:12
6%
1245
N/A
1843
2564
3496
2964
3397
ID, 61
92'
354
535
890
N/A
'.247
2-9B
2777
2.63
2536
535
1054
N/A
1533
2D93
2781
2259
2615
.. "
l V Er
5
567
-
89,
N/A
246
2423
327
4C36
567
945
N/A
1366
1846
2423
3127
4006
12'0f'
lag"
292
525
873
NiA
.254
.684
2.93
BC5
35K
525
673
NIA
1254
1694
2193
2805
3552
11! 2'
E31
277
47 1
755
N/A
IC75
1428
1838
23.6
2883
471
755
N/A
1075
1428
1838
2316
28M
13',r
17 D'
255
47
4 -
755
N,' A
-.428
:838
23-6
2535
471
755
N/A
1075
1428
1838
2316
2883
IVY
116'
239
1 424
7EC36
N, A
�OC2
1326
1 A97
2.27
1 2278 1
1 424
1 706
N/A
N'AN
IOD2
1328
1697
2127
2630
14'IV
13'4'
N/A
NIA
WA
N"A
INIA
N/A
N/A
N/A
WA
;;VA
783'
N/A
N/A
1234-
1421-
1779'
zw
2662*
is, x
14! G"
N/A
NIA
N/A
N/A
N/A
N/A
NA
N, A
N,'A
N/A
710*
N/A
11w.
1331,
1660.
2D3?
2459'
17'C
160,
N/A
N/A
N/A
N ;A
N/A
NIIA
N/A
N/A
N/A
N/A
548*
N A
W*
IU7'
1379'
1671-
1997*
19, 'r
1901
N/A
N/A
N/A
N A
N/A
N/A
N�'A
NjA
N.,A
N/A
420-
N/A
750*
1177'
1415*
1675*
M, 0!,
isill"
NIA
N/A
NIA
NIA
N/1
7N/ A
N/A
NIA
340*
N/A
596*
'SE.
045
1110
15�
11�4�
24, IT
22'8'
N/A
N'A
N.jA
N, A
N/A
N,'A
N/A
N/A
250'
N/A
450'
.1
�22[)'
PRESTRESSED 9 W/2' RECESS U-UNTELS
Type A = Unfilled no Rebm; Type 0 = Continuous Grout. Steel per Plan in Bond Seam Only; Type C = Continous Grout.Steel per plan In Bond
Sea. & Lintel
LEGEND
8x8 FILLED CELL W/ (1) #5 REBAR
BEAMS
SX8 FILLED CELL W/ (1) #7 REBAR
HEADER - WIDTH TO MATCH WALL
GIRDERS
FO-1
BX8 FILLED CELL W/ NO REBAR REOD
. .....
PLUMBING WALLS (FOR REFERENCE)
-------------
BEARING/SHEAR WALLS (FOR REFERENCE)
45' CMU - FILL CELLS W/ #5 REBAR
ROOF BLOCKING
12X112 FILLED CELL W/ #4 REBAR
(IN WALL)
BALLOON FRAMED
12X 12 FILLED CELL W/ #4 REBAR
WALLSIHIGHER 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 HDIR'S TO BE (2) PLY U.N.O.)
41>- -
BRACED WALL LINE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
QTV
I
TYPE
r
GRAVITY JUPLIFT(lb0@16
lbs) @ 1.0
LATER L
lbs) @ 1.6
META16
a
0.148*x1-2n"
1450
F1 34D
F2 770
HETA16
9
0.148'.1-V2*
1810
Fj� 340
F2: 770
j2) META16
a I -PIN
10
0.14rx1-1n"
1875
Fl: 680
F2 770 1
(2) META16
A 2- or 3-olIt
14
0.162-x3-1/2-
179S
F1 . 1285
F2. 101110
(2) HETA16
0 1-dy
10
I
0.148*xl-1/2*
1920
FI: 690
F2 ; 770
(2) HETA16
0 2- or 3-ply
12
0,162-0-In'
2365
Fl. 1350
F2 :2430
HSTMI16
a
0-14a'xl-1/2*
1110
Fl: 120
F2 90
4
114"XI-3/4- CONC SCREW
UGUw8-2
6
4'TITEN HD
82SO
2435
6
Z '2� SIDS SCREW
MSTC28
36
0.14E' x 31/4"
3460
MTS12
14
0.148".1-1/2'
990
(21 MTS12
0.14rxl-112'
1980
MTS16
14
0.148'.1-1/2"
990
HU210-2
1/4" 2 SCREW
3-
ILSOND
x
KrS26
32
2,890
(2) HTS16
16
0.148`4-In"
1310
HTS20
24
0.146-.1-1/2-
1310
LSTA22
10
0-1411�a,2-1/2"
925
LSTA18
14
0.14rx2-In-
1235
LSTA30
22
0.148'.2-1/2'
1640
MSTA24
18
0. 1411' X 2 1/2'
1,640
J21 MSTA24
36
0. I&S' X 2 1/2-
3.280
MSTA36
26
0. 2411" X 2 1/2*
2,050
JZWA36
52
0. 148" X 2 11r
MSTA30
22
0.148'.2-In"
-
MSTC29
36
0. 14r . 3 114'
3,460
MStCS2
62
0. 14r.3:1/4'
4735
MSTAM24
9
0.148' X 3'
1,42S
5
2/4' X 2 1/4'
7-
MSTAM36
13
0,148" X 3'
1.870
a
1/4' X 2 1/4'
[2) MSTAM36
26
0-14r X 3'
3740
16
V4' 9 2 1/4'
MSTCMQ
1/4"x CONC SCREW
2800
1;0
Vg..3-11A'
MGT
Ll
_S
F1 775
F2: 525
1
�.It8gl
HGT-3
16
0.148'x3"
10.790
-
2
3/4' ATR
VGTR or L
I
5/8"ATR
2225
FI: 650
F2.630
16
1/4-x3' SOS
VGTR/L
2
S/S'ATA
554S
FI: 65D
F2: 630
32
1/4-x3- SDS
VGT
I
5/8"ATR
4940
FIL � 1185
1`2� SW
16
114N3- SDS
(21 VIST
2
S/S"ATR
7185-2ply 11890-
30N
FI: 1185
F27 S90
32
I/c,X3, 505
DTT2Z
1
8
1/2- ATIR
1 1/4.3" SDS
1825-2.4 in
I 214S4212.4.in
HTT4
1
1,1' Al
3610
18
0.140",3-1/2'
-
HITS
I
4670
26
MAT�
HTTSKT
1
5/8' ATR
S."s
26
SDXIO.2-1/2'
ABU44Z
I
S/8- ATR
7570
1900
12
0.162-.3-1/2'
ASU66Z
5
181DI
2475
2
i-
0. ff -ATR/2.
627.3.1
H2.SA
10
0.131'.2-1/2"
56S
-F1, 110
F2: 110
HIOA
IS
0,148".1-1/2'
im
Fl. 565
F2 � 285
H10A-2
IS
0.140�xl-V2�
IM
Fl. 6W
F2 i 260
HUC48
14
1/4"X2-t�o SCREW.
3SOO
1135
-
6
HUC414
24
1/4".2-3/4" CONIC SCREW
sms
2015
-
12
0.148".3'
LUS26
4
0.148'a3"
B65
1165
-
SPH4
12
0 148".1-1/2'
Side: 640
Center: 1280
-
DTC clips
4
3/16-x2-3/4' CONC SCREW.
Fi: BS
F2:135
2
0.132".2-2/2"
A35
12
0.131"XI-IA'
FI: 650
F2: 670'
SDWC15600
1
SOWC15600
615
Fl: 130
F2 . 22S
SCANC15450
I
SOWC15450
295
F2:150
HTU26
20
0.162�0-1/2'
3200
12so
-
14
0.1481.3"
LGU3 63-SDS
16
114" X 2 1/2-
6.720
5.555
-
12
1/4' X 2 In-
HDUB-sw.s
1
7/8' ATR
7.870
-
20
114" X 2 1/2" SDS
HDU11-SDS2.5
1
1' ATR
-
11,17S
30
114- X 2 1/ - SOS
THD26
20
0.162". 3"
2940
324D
20
0,148- 11/2'
Tl� �28
2
1
2 1_,3'
4310
4860
fIS
!I
14" .3,
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NALING
MFR
MANUFACTURER
ARCH
ARCHITECTARCHITECTURAL
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BUK
BLOCK
EW
EACH WAY
MO
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
BRG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FLR
FLOOR
PEN
PLYWOOD EDGE NAILING
CL
CENTERLINE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCING/REINFORCEMENT
Ci
CONTROL JOINT
GALV
GALVANIZED
REOD
REQUIRED
CLR
CLEAR
GDR
GIRDER
FUND
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GRD
GRADE
BID
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHTG
SHEATHING
CONG
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SIP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HDR
HEADER
SPIF
SPRUCE PIR FIR #142 OR BETTER
DIA
DIAMETER
110
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
FN
INCH
UN0
UNLESS NOTED OTHERWISE -j
140 WINDSPEED CHARTS
140 MPH 2023
FL - C & C Pressures (ASD)
Effed(w Wind Area
Gable ftof Comp-,
I Hip R000 Co�o-nts
W. -m'
z-. 2
z- 3
1 zone, I
Z- 2
1 3
Z- 4
1
5-38.0
A� !DO SQfT(Grocrs)
L7!
1 L2
1 17.
9!�q'
14.8
1 -30.3
14.8
-36�5
14 8Z.1
3f� 5
31.1
1 -34.1
IILI�T
A � 50 SO" (Wi � do-)
0'.'
il
� ;7
il
Sa
1&7
-36.0
LE.7
-32.7
1 18.7
1 45.9
32�7
1 -35.9
1 32-7
1 -4L3
A�IGSCMIF--1
2.0
2,L2
1 -811
1 24�2
1 -98.6
, 11
AO "
273
1 -67.5
1 273
1 -A7 �
;A-
1 397
1 16 9
1 -49.0
Components and Cladding Preswres (ASID) - 2023 FL
Positive Nexative
Width Height Effectiw Pressure PresIwuine
Desor at an ZgM tw = Are a (ft2l igaft t04
16070 OHGD
16
7
112
3a8
-34.4
3068
w/3010 TR
ENDS
3
8
24,0
346
-45.1
3068
W/3010
4
3
a
24,0
3,L6
-37.7
3060 DOOR
ENDS
3
8
24,0
34,6
-45.1
25SH
4
3
5.25
15.9
35.6
-381.7
606SSGD.
4
6
6.67
4CLO
33,4
-36.6
2968 DOOR
4
267
6.67
17.9
35,31
38.3
305M
4
3
15.0
353
-3&8
3050SH
ENDS
3
-5
5
15.0
35.7
-47.3
2040SH
ENDS
2
4
&0
36.5
-451.0
60BOSGD
4
6
8
48.0
DESIGN PRESSURES SHOW ARE WIN" ALLOWABLE
VALUES VALUES ARE TO BE INCREASED AS
REWIRED BY MORE STRINGENT LXk REOUIREMENTS
ORO Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING-�-
29349
0 IBRAHEM ELAYEB, PE
P.E.# 91476
IN BENJAMIN NIESE, PE
P.E.# 86025
05/30/2024
DATE
STAT
%*VIP
AL.
2 2
n;;
E -2 . . . . . .
&.2 . . .
t N -
&Z
E-
t;
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 24&622,4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.46&3310
www.fieldstoneae.com
0
z
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0
Z
z
>
w
LU
0
U
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In
F-
I DIRIAWN BY: jr�
�VERSION: 570
SHEET NAME
REFERENCE
CHARTS
7
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