HomeMy WebLinkAbout37806 Dusty Saddle Ln370�Rooseveit CMU
Garage Right - Elevation - 13
SHEETINDEX
NUM5ER:
S�IEET NAME:
INUIMBER:
SILIEET NAME:
C5_
COVER SHEET
CS 3
SQUARE FOOTAGE CALCULATIONS
A 32
M16C DETAILS
F-1.0
FOUNDATION - 5LA5 PLAN
A:33
M�&C DETfLS
A-3�4
M 5C DETA LS
A - 1.0
FIRST FLOOR PLAN
A-2.0
SECOND FLOOR PLAN
A-3.40
FRONT/REAR ELEVATIONS I OPTION 3/ROOF PLAN
A-3AI
SIDE ELEVATIONS I OPTION 3
A-4.0
WILDING SECTIONS
E-1.0
ELECTRICAL PLANS - FIRST 4 SECOND FLOOR
P-0.1
FLUME31NG R15ER DIAGRAM
ENERGY REQUIREMENT SCHEDULE
EXTERIOR WALLS (FRAME)
R-13
EXTERIOR WALLS (15LOCK)
I 'L
ATTIC CEILING
_1__
R -_.
GENERAL N07E5
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMH
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THE515
PLANS,
'W1�E,0,gj5TALL!�1_'ON
6 4ALL BE INSTALLED AND FLABHED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN IN6TALLATION INSTRUCTIONS. WRITTEN INSTALLATION
3. DUC75 IN THE GARAGE AND DUCTS PENETRATING THE LIALL6 OR CEILINGS
TPE5E PLANS WAVE BEEN DEBIGNED TO MEET THE REQUIREMII OF:
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACW LUINOCU).
SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CON&TRUCTED Or A MIN.
2023 FLORIDA BUILDING CODE, RESIDENTIAL, 8TW EDITION
-26 GAUGE (0.45 ..) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
OCCUPANCY: SINGLE FAMILY RE61DENTIAL
�LOI�UMETS,
HAVE NO OPENINGS INTO THE GARAGE.
OR EXCEEDS rEMA FLOOD FINISHED GARAGE FLOOR ELEVATION,
'�r TON,
;�E
4. FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS $HALL BE
1.1 E
ZELL BE 5 PARATED FROM THE RESIDENCE AND ITS, ATTIC AREA
BATH AREAS;
INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFO TO THE
RMI
BY NOT LESS THAN 1/2 INCH �12.1 -) GYPSUM BOARD APPLIED TO TI-4E GARAGE
1. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE
MANUFACTURER'$ NS7ALLA7ION INSTRUCTIONS.
r
5 IDE, 'ARAGES BENEATH HABITABLE ROOMS 6WALL BE 6EPARATED FROM ALL
DETAILS.
HABITABLE ROOMS A50VE BY NOT LE55 THAN 5/8 NCH (15.S -) TYPE 1XII Gypsum
5. AUXILIARY DRAIN I -AN. CATEGORY IV CONDEN5ING APPLIANCES 544ALL BE
OR WH Cr
BOARD EQUIVALENT. ERE THE zPARATON 15 A FLOOR -CEILING ASSEMBLY,
KITCHENS,
PROVIDED W17W AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
THE 571RUCTURE SUPPORTING THE SEPARATION 5WALL AL60 BE IFROTECTED BY NOT
1. INS,TALL 2XC, BLOCKING AT &Y Aff, ON CENTER FOR UPPER CABINET
r - STOPPAGE IN THE CONDENSATE DRAIN
_CMPONENT WILL OCCUR AS A RESULT Or
LESS THAN 1/2 INCH (12.7 mm) GYPSUM BOARD OR EQUIVALENT.
INSTALLATION.
PIPING BY5TEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS M14113.
EXTERIO FIN15HEB,
AREAS,
THICKNESS OF TEXTURED FINISH OVER FRAME APPLICATION 5HALL BE PER THE
'Tlft��5,14,OWER
BEIR-CEMENT, OR GLASS MAT GYF5UM BOARD (NO GREEN BOARD
5.
CURRENT APPRI BUILDING CODE AND ASTM CS26. INSTALLATION Or EXTERIOR
ALLOWED) IN COMPLIANCE WITIL ASTM C1290, C1325 OR CIIIB AND INSTALLED LLITH 'S
IEXH��a
R M4!NTINr
R',E. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
LATHING AND FRAMIW. APPLICATiCINI REQUIREMENTS TO BE PER THE CURRENT
x 1-1114" DAGGERZ PH [LIPS WAFER LEAD CEMENT BOARD 6ELr DRILL SCPEWS W/
SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAU6TED
APPROVED BUILDING CODE AND A5TM C 1063.
C0471NG SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND 5WOWER AREAS,
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL 5PACE.
AND WALL PANELS IN 6HOLUER AREAS.
EGRE557
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE
1. EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES, IF
TREATMENT,
74:��!
_I
RE, RCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND 5HALL BE
THERE 15 NO ACCE55 TO EXTERIOR THROUGH A DOOP_ THE WINDOW MUST HAVE 4
Tj PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,
EX AUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND
MAXIMUM OPENING WEIGHT OF 44" ABOVE FINISH FLOOR LINE OF TWAT PARTICULAR
INCLUDING 601L APPLIED PESTICIDES, BAITING SYSTEMS, AND PE5TICIDE5 APPLIED
TOILET ROOMS SHALL NOT DIEx_-HAFW.E INTO AN ATTIC, CRAWL 5PACE, OR OTHER
'Room,
TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
AREAS INSIDE THE BUILDING.
USE 46 A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF:
2. IN DWELLING 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 INCHES ABOVE THE FINISHED GRADE OR SI�RFACE BELOW, THE
COMPLIANCE SHALL BE ISSUED TO THE BUILDIW, DEPARTMENT BY THE LICENSED
DETERMINED BY ONE OF THE METHODS &PECIFIED IN SECTIONS M1502.45.1 THROUGH
LOLLEST PART OF THE CLEAR OPENING Or THE WINDOW SHALL BE A MINIMUM OF 24
PEST CONTROL COMPANY TWAT CONTAINS THE FOLLOWING STATEMENT: "THE
MIB02.45-3. THE MAXIMUM LENGTH OF: THE EXHAUST DUCT SHALL BE 35 FEET FROM
INCHES ABOVE THE FIN15HIED FLOOR- OPERABLE SECTIONS OF WINDOWS 5WALL NOT
BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
THE CONNECTION TO THE TRAN51TION DUCT FROM THE DRYER TO THE OUTLET
PERMIT OPENINGS THAT ALLOW PAS5A/3E OF A 4" SPHERE WHERE SUCH OPENINGS
!SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WIT" RULES AND, LAWS
r -162
TEIRMINAL. THE MAXIMUM LEWSTW Or THE DUCT SHALL BE REDUCED 2.5 _EET
ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT
ES, TA5LI5HED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
FOR EACH 45 DEGREE (0.111 RAD) BEND AND 5 FEET (1524 -) FOR EACH SO
APPROVED BUILDING CODE.
SERVICES."
DECREE (US, RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - WWERE A CLOTHES DRYER 50067ER
FLA 14G,
I
Z
'ECI WVAQ
F
rAN '5 INSTALLED AND 1_15TIED AND LABELED FOR THE APPLICATION, THE MAXIMU"
1. FLA.IW, SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND
1. ME' CULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE
;YL g�t
ZEA
LENGTH OF THE EXHAUST DUCT, INCLUDING ANY 7RANS171ON DUCT, S44ALL BE
WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION,
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO TP15 PLAN SET
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURERS
AND AROUND ROOF OPENINGS.
AT THE TIME Or APPLICATION FOR PERMIT.
INSTALLATION INSTRUCTION5. WHERE A CLOTHES DRYER 500STER FAN 15 IN67ALLED
AND NOT READILY ACCES615LE FROM THE ROOM IN LJWICW THE DRYER 16 LOCATED,
2 , APPROVED CORROSION-RE5167ANT FLASHING SHALL BE APPLED SWINGLE
2. MECHANICAL APPLIANCES SHALL BE ACCES511BLE FOR INSPECTION, SERVICE,
A PERMANENT DENTIF'TING LABEL 5WALL BE PLACED ADJACENT TO WHERE THE
FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR TWE WORDS "THIS DRYER
CAVITY OR PENETRA71ON Or WATER TO THE BUILDING STRUCTURAL FRAMING
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO "THE APPLIANCE
EXWAU5T BY5TEM 16 EQUIPPED WITH A REM07ELY LOCATED BOOSTER PAN."
COMFONENT5. THE FLASHING SHALL EXTEND TO TWE BUR -ACE Or THE EXTERIOR
BEIWG INSPECTED, SERVICED, REPAIRED, OR REPLACED. A LEVEL WORKING SPACE
WALL FINI SH. APPROVED CORRO51CN -RES 15TANT FLASHIW, SHALL BE INSTALLED AT
AT LEAST 30 INCHES (162 -) DEEP AND 30 INCHES (162 -) WIDE SHALL BE
4. PROVIDE BACK DIRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE.
PROVIDED IN FRONT Or THE CONTROL SIDE TO SERVICE AN APPLIANCE.
REQUIRED BY THE CURRENT APPROVED BUIL.DNG CODE.
11111rA
ISSUED: 4/30/2024
VERSION: 5.0
SQUAREFOOTAGE
A144R ASSET MANAGEMENT SQ. Fr.
HEATED AREA Sq. Ft.
MAIN LEVEL 1102
SECOND LEVEL 1215
TOTAL AH411 SCL Fr. (SWCmW) 2377
MET140DOLOGY: ANSI Z765-2003
The total area calculated from the oubide-t.-outside of framing, including optional finished basement options as
sh- This area excludes staimell at highest level above grade, garage, covered patiolporches.
-� WORK SHALL COMPLY WITH PREVAILING
qC'rjkb PLORIDA BUILDING CODE,
NATIONAL ELECTRIC CODE,
ANDTHE CITY OF 7-EPHYRHILLS
OIRDINANCES 4
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C'ITY 0 INER
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*071 AMW DEVELOPMENT
CO NOT SCALE N`M DR4*4' '
VERIFY BULDM ORIENTATION W1
CONTRACTOR AND SITE PLANS
EI CONSTRICT TNE5E
SFECFIC INFOFUUTION FOR ANY
STFWTLFA ELEMENTS 170 BE
PROADED By EW.INEER OF
RECORD), ANY DISCREFANCT
(DMN608, ORIENTATION ETC.)
BETUEEN TWEEIE DRAW" AND TNE
A55OCCIATEO PRA~ andla 5TE
DRAM" S". BE REPORTED TO
CONTRACTOR T ONCE AND NO
CONSTRJCTICN SNA1.1. PROCEED
uNTIL CORRECTED. TNE
CONTRACTOR AS&.MES TA
FESPONS151I ALL
OF LOCAL BV LOW
MICAS t To
ILD=r STATE
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*071 AMW DEVELOPMENT
CO NOT SCALE N`M DR4*4' '
VERIFY BULDM ORIENTATION W1
CONTRACTOR AND SITE PLANS
EI CONSTRICT TNE5E
SFECFIC INFOFUUTION FOR ANY
STFWTLFA ELEMENTS 170 BE
PROADED By EW.INEER OF
RECORD), ANY DISCREFANCT
(DMN608, ORIENTATION ETC.)
BETUEEN TWEEIE DRAW" AND TNE
A55OCCIATEO PRA~ andla 5TE
DRAM" S". BE REPORTED TO
CONTRACTOR T ONCE AND NO
CONSTRJCTICN SNA1.1. PROCEED
uNTIL CORRECTED. TNE
CONTRACTOR AS&.MES TA
FESPONS151I ALL
OF LOCAL BV LOW
MICAS t To
ILD=r STATE
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*021 AMW DEVELOFMENT
00 NOT SCALE DRAtW,6
VERFY BULDW. ORENTATION UP
CONTRACTOR AND SITE FLAN5
BEFIDRE CONSTRUCTION, T�EbE
DRAWWa DO NOT CONTAIN
SPECFIC NFCRMAIION FOR ANY
STRUCILRAL ELEMENTS (TO BE
PROVDED By ENGINEER OF
RECORDI AW DISCREPANCY
(PHENSION6, CWENTATICN, ETC.)
BET9EEN TIESE DRAMW AID T
ASSOCIATED DR44" and/� SITE
DR4LW.6 SWAL BE REPORTED 7
CONTRACTOR AT ONCE AND No
CONSMC ION SMALL PROCEED
L14TIL CORRECTED. TA
CONTRACTOR AMMS TIE
FESFONSOL" TO Itr ALL
RECUREMENM OF LOCAL BU LOW,
OFFCLALS A TO C41-MY UTH STATE
BUILDM CODES
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FVE-RSION: 5.0
SOUARIE FOOTAGE
CALCUATIONS
ow,
ICS-31
A/C PAD
6
2
A. ONO SLAB MIN,
FIBERMESW
LU/
LU
w
Ul
0-
IL
kh\
PATIO SLA5
4" CONCRETE SLAB MIR OVER &
14VAC CWASE 04
MIL VAPOR EARRIER. SLAB E44ALL
N
EASED ON
ISE OVER CLEAN COMPACTED FILL
LOCATION
XAlION
LU/ FIEERMFSLI
ELECTRICAL
CONDUIT FOR
ISLAND
CONCRETE 5LAB
4" CONCRETE 51L�� MIN. OVER & MIL
L �4d
V POR BARRIER SLAB 514ALL ISE OVER
AN COMPACTED) FILL Ul F'5EWE.
Ll
V4
SECOND FLOOR
SANITARY DROP
v ------ I
----------
D U
--------- ---------
1;3
j pa
CONIC SLA5 MIN. 6
Ul/ 1151�E*14
I -
ot
ILI
- — — — — — — — — — —
L
PORCH 6 A13-'
CQNGFT� SLAa
4" C014CFZETE SLAB MIN.
VER S, MIL VAPOR
0 5
BARRIER LAB BLIALL BE
T
'1 A.
OVER CLEAN COMPACTED
0
7
1=10Z SLA5 $HALL - OVER
-7R
FILL W/ F15EWE-
f
CLEAN COMPA�TED FILL LU/ FIIBERMES�4
0
f
-4"� 1�� ,
j 1�-4-- , 01ENI.
20'-4"
30'-0" OVERALL
SLAB PLAN - ELEVATION T
Bout W.1r ow
FO�NDATION FLAN NOTE5
ALL WOW 54ALL BE IN STRICT COMPLIANCE WIT14 BUILDIN6.
CODE, RESIDENVAL, AND COL14TY BUILDING, DEPARTMENT.
STRIP TOPSOIL, TREES, STLMPS. ROOTS. ETC. FROM ALL
AREAS LA -ERE CONSTRUCTION WILL OCCUR UND.
FILL SWALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY
MATERIAL: FREE OF ROOTS, ORGANIC MATTER OR OTHER
INTERIOR SEARING, LOCATIONS $WOULD BE COORDINATED
WITW TRUSS MARFACTURER 4 STRUCTURAL ENGINEER
PROVIDE SOL TREATMENT AND VAPOR BARRIERS AT ALL
SLABS (INTERIOR),
*0Z " DEVELOPMENT
NOT SCALE NEW DRAMWA
VEPRFY BUILDING ORIENTATION VTW
CORMAC70R AND SITE PLANS
BUIDRE OONSTRUC710K THESE
DRAU&rA DO NOT COWAN
SPECIFIC #fORMATION FCR ANY
STRUCTIURAL ELSlENTS (TO BE
PQO�MD 5T 543WER OF
RECORD). My DIWAIEFANCY
'DIMENSIONS ORIENTATION, ETCJ
BETWEEN TWEBE DRAdWA AND TIE
ASSXIATED DRAWN5.6 ldl� SITE
DR40N66 SNAL BE REPORTED TO
COWRACTOR AT ONCE AND NO
CONSTRUCTICN SMALL PROCE D
LNnL CORRECTED. TRE
COWRACTOR ABSCHES TLE
RESPONSIBI ITY TO 11EET ALL
F;EQU REMEWS OF LOCAL BUILDING,
OFFICIALS a TO COPPLY JTA STATE
BUILDW, CODE&
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� VERSION: 5.01
�NI I
FOUNDATION -
SLAB PLAN
7F-:1. Oj I
HIANDR41L
1-1/21, MIN
GRASPABLE
TO
MA. MIN
.RN
PROVIDE WANDR�L IN COMPLIANCE WITH
THE UIRRENT APPROVED BUILDIWI WOE.
6TAIR DIAGRAM
101.
r
FLOOR FLAN NOTE5
PROVIDE 10' (MINI") GYPSLM BOARD SEPARATION AT WALLS AND S/8' TYPE X CEIU%5
IN THE GARA( E ADJACENT TO THE MAIN HOUSE AID ATTIC AREAS.
WASHING MACHINE Is ALWAYS LOCATED LEFT OF THE DRYER LNLES6 NOTED OTHERIMSE,
ALL EXTERIOR WALLS ARE DRAWN AT S' CM LJNLESS NOTED OTHERWISE.
ALL INTERIOR AND CCt'IMCN WALLS ARE DRAWN AT 3 W'(NLES6 NOTED OTHERWISE
HEADER FOR FIRST FLOOR 15 AT 6-V ./ S'-4" CLG 4 SECOND FLOOR 16 AT T-V LY 8' CLG
14ANMIL HEIM S4ALL BE 3b'MEASURED VERTICALLY FROM THE NOSIW. OF THE TREAD�
(-) DENOTES EGK58 WINDOW
Pull
4
1
W- I
SET SCFF IT
AT &'.0" 14T
25514 4 :5
644
GOVERED
FATIO
'3'-4" CLG AFF,
RE
DININC
&, -4
'Room
L
Vf MG
N� ,
VINYL PLANKK
25 SH
2x& WALL
U 1/2' AP
GREAT
ROOM
S'-4' CLG
VINYL PLANK
:
09
Q
Lil
1-11,
4'- 5Y2
2--2..
2
[3,4TL L-
KITCHEN
CLG
S 1-41, ILI
REFVINYL PLANK
VrNy4'
L PLANK
SLOPE CLG..
IR45
toy,
4'- lY, 4'-2'
"A' 4'-1"
LAUND
L 4
'- 'Q
BEDROOM ?
U45HERALWA YS
LOCATE� THE
S'-4" CLG
VINYL PLANK
GREY 1) Lr W
BOX 744ic
DRYER
VENT
LXAT I
FOYE
2'- 4 0
I - 4" CLG
04 LOCATION FOR (2) UH AS
VINYL PLANK To
�T, CODE REQUIRES PER
81-111,
F, MARKET
TEMP. --- ---
IH34 SH
- ------------
Is -11.
-------------------
-- ---- --
1-0[30103 TR4
2 - CAR
3'-10" ' -6,"
GARAGE
N4 WALL
��ONT
FORC,
5'-4" CLG AlFr.
CONCRETE
1'-4" CLG AFY. SET SOFFIT
CONCRETE AT 81-01 WT,
-T ------- -------
-------------------
-----------------------------------------------
LINE OF WALL
ABOVE
..........
7
to
V-0' T-0' CA GARAGE DOOR
'-4 l'-4'
&'-V OPENING
2'-2"
-1..
20'-4"
30'-0" OVEF24LL
FIRST FLOOR PLAN - ELEVATION 01-
KwEl 10%
ac"m
A/C PAD
LOCATION
dMI AN DEVELOM04T
DO NOT SCALE TH"BE DR40W
VeRIFY BULLDW, ORI ATION WIN
CONTRACTOR AND SITE PLANS
BEFOW CZN5TRXT TIESE
DRAMW DO NO OWAN
5KCFIC NFORIATION FOR Y
STRICTLRAL ELEMD45 (TO BE
PROVIDED By ENWHEER OF
KCORD) ANY DWKPANCY
(DIMENSIONS, ORIENTATION, ETC)
BETWEEN 74SE CRAW`W AV THE
A960CATED DRAWWA &d/� 5
DR4M,v
'S SWAL BE IEPORTED TO
C4NTRACTOR 7 ONCE AND NO
004STRIC ION SHALL PROCEED
LINTIL CORWCTED TW
CONTRACTOR AMMS 4E
IESPORNSILITY TOME TALL
JaGUFEMENT6 OF LOCAL BU LDW.
OFFICIALS 4 TO COMPLY MTH STATE
BUILDW, CODE&
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VERSION: 5.0]
7FI..T FL— PLAN
-A-1.0]
�44NDRAIL
1-1/2'' MIN
GRASPA"'
._D
It
SECTtCN PL
PROADE HANDRAIL IN COMPLIANCE 07H
THE CLMRIENT APPROVED BUJLDW. CODE.
5TAIR IDIAGRAtl
FLOOR PLAN NOTE5
PROvIDE 1/2' (MNMJI)GYP&JM BOARD SEPARATION AT WALLS AND 5/8' TYPE XCEILNSS
N THE GARAGE ADJACENT TO THE MAN HOWSE AND ATTIC AREAS.
WASHING MACHINE 16 ALWAYS LOCATED LEFT OF THE DWER UNLESS NOTED OTHERWISE
ALL EXTEROR WALLS ARE DRAWN AT 8' CMU LIKLE56 NOTED CITHER05E
ALL INTERIOR AID COMMON WALLS AIRE DRAWN AT 3 O'LINLES6 NOTED OTHERWISE
WADER FOR FIRST FLOOR 16 AT 8'-0' ./ S'-4" CLG 4 SECOND FLOOR 15 AT l'-V'U)/ VCLG.
HANDRAIL WIGHT SHALL BE 36"MEAWRIED VERTICALLY FROM THE NC6W, OF THE TREAD.
(1) DENOTE$ EGFE55 WINDOW
DOORI�ETOW
wvmffl�
DOOR
CLOSITWALL
pollm
jXG11 %r
FRAMING
UAROOR I 11RAMON
B C RAISED PLATFORM
VINT
SECOND FLOOR PLAN - ELEVATION T
110"llff-llr=
6021 AMW DEVFLOFMENT
Do Not 6CALE DRAIN535
VERIFY SWUNG. OREWATION WIT
CONTRACTOR AND SITE PLANS
BEFORE CON5TRICTION, THESE
DRAWN5.5 DO NOT COWAN
SPECIFIC NFORUTION FOR Y
STRJCnFAL ELEMENTS (TO BE
PROVIDED By ENCANEER OF
RECORD) ANY DISCKPANCY
(DR*18045, CRENTATICN, ETC.)
BETWEEN THE DR4WN6,6 AND THE
ASWCIATED DRAWNG6.Wl� SITE
DRAWWA OPAL BE faMiPORTED
CONTRACTOR T ONCE AND NO
0ONSIRE ION SWALL PROCEED
WIL CORRECTED. THE
CONTRACTOR ASSLMES I
RESPONSIBILITY TO MEET
WQJ OF LOCAL BUILDW.
ORCLALS i TO COMPLY WITH STATE
WILDM CODE&
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VERSION: 5.0
SECOND FLOOR PLAN
lw'** I
sw*
A-2.0]1
(v
smimitir-mow)
WALEW-rop"
ZC1,E I ATTIC VENTILATION: (3W 50 Ft ATTIC SPACE I I SQ FT VEWILATION)
-CALCULATIONS REFLECT 50% RIDGE AND 50% SOFFIT VIEWS
1316 SO F7 UNDER ROOF ATIIC / 300 60 F7 / I SQ FT - 435 50 FT VENTILATION
OFF -RIDGE VENT m 138 50 N EACH (4' VENT)
SOFFIT VENT - 9 SO IN EACH
43S SO FT . 50% z 2 It SO FT WIG�, 2.1e SO FT LOW
W VENT"
k3H
2,15 50 FT x W4 50 IN -35,B4 SO IN REQUIRED
(3) OFF -RIDGE VENT x 138 80 N 414 60 IN
LOW VENING,
2.15 50 FT x 144 W IN -35B4 50 IN REGUIRED
31524 / 5 : 35 SOFFIT VENTS (CONTINUOUS VENTED SOFIT)
ZONE 2 ATTIC VENTILATION: (300 50 FT ATTIC SPACE / I 5Q FT VENTILATION)
210 SQ FT LINDER ROOF ATTIC 1
3W 50 FT / 160 Fl - 10 W FT VEN71LATION
SOFFIT VENT S 50 IN EACH
LOW VENTING
.10 50 FT W4 SO IN WW 50 IN REQUIRED
00W i t It SOFFIT VMS (CONTNUOU5 VENTED SOFFIT)
ZONE 3 ATTIC VENTILATION: (3W SO FT ATTIC SPACE I 160 FT VENTILATION)
56 60 FT UNDER F40OF ATTIC /
3W SO FT / 180 FT - IS 80 FT VE14TILATION
SOFFIT VENT 5 SQ IN EAC44
LOW VENTING
.15 SO Ft x 144 5Q IN m2SW 50 IN REQUIRED
26M / 5 , 3 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
ZONE 4 ATTIC VENTILATION: (300 5Q FT ATTIC SPACE i I So FT VENTILATION)
142 SQ FT LINDER ROOF ATTIC /
300 50 FT / 180 F7 4160 FT VENTILATION
60FIT VENT S SO IN EACH
LOW VENTINC,
Al 80 FT 144 80 IN .68J6 SO IN REGUIRED
68,16 / t b 50FIT VIEW$ (CONTINUOUS VENTED SOFFIT)
- — — — — — — — — — — —
— — — — — — — — —
6112 PIT04
ARCH SWINGLE ROOF (TYR)
TCA4
6/12 PIT
SAM PITCH A. _%4WILE ZR001F eTIYP)
lop OF FASCIA
TrdTLR CEL%
a
ORCTM-5r _fyp
RIEZE�
FFI
0 2
HORIZONTAL LAP SID
PER COMIUNRY SPE
Q
(Typ)
N4
4" CORNER TM'ILI
4" TRIM 4 6"
w
SECOND FLR
— — — — — — —
4/2 PITCH
410 PITCH
ARCH SWINGLE ROOF (TYP)
It FLR CEILING
ROW
A SHINGLE ROOF (TYP)
E2 E3
4" RAISED STUCCO
TRIM 4 SILL
ip
co
Tr�_,
ji
�
FIN ILR ELEV
E
FRONT ELEVATIONTOPTION 3
smvklm�tw
WXR 114�"
bA2 P17CH
AW
_44 SWINGLE ROOF (TYP)
4" CORNER TRIM
I FRIEZE
4' TRIM AID
5�1_1_
L NE OF
FLASHING (TYP)
6" RAISED
STUCCO MM
COACH LIGHT PER C47M
SPECS
CEMENT171OUS STUCCO
PER COMM * SPECS.
4 .. IRA5ED STUCCO TRIM
STONE CAP
STONE VENEER PER
COMM, SPECS,
HORIZONTAL LAP
6101% PER
COMM SPECS
4" CORNER TRIM
(TYP.)
CEMENTITIOUS STUCCO
PER COMI. SPECE,
12021 AK4 DEVELORENT
DO NOT SCALE 7NEW
VERIFY BULDING ORIENTATION 07
CONTRACTOR AV SIM FLAWS
BUM CONSTRUCT TIESE
DRAWINGS DO NOT COW"
SPECIFIC NFORUTION FOR ANY
STRICTURAL ELRIENTS (TO BE
PROVIDED By ENGINEER OF
RECORD) ANY DWJIEPANCY
(DMIO", ORENTATION, ETCJ
BETIMEN 1101E DR4*r" AND "E
ASSOCIATED DRAWSW Wla SITE
OR41W
,6 SWAL BE REPORTED TO
CONTRACTOR AT OWE AND NO
C4MTRXTION WALL PROCE D
INTL CORIZECTED, T�E
CONTRACTOR ASSUM$ TIM
RESPONSIBILITY TO ItET ALL
RSGIJ
TS OF LOCAL BUILDW,
ALS I TO DY�IMLY XTW STATE
BUILDW, CODES
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FRONT/REAR ELEVATIONS
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am#
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ARC-14 SWNGGLE ROOF (TYP)
RIGHT SIDE ELEVATION "Im ORION 3
WAMW ;401.17)
WAM W: 4F 0"
STUCCO PER
COMM, sncs�
12
F-�
12
&112 PITCH
S"
Aj;r 5141W.LE ROOF (TYP) 6A2 PITCH
12
/2 PIT
TOP OF FASCIA
Typ.
TAL. LAP
HORIZONTAL LAP
D I_ PER
51DIW3 PER
CS
PErE
COMM SPECS
\--b" IRIEIE
4" CORNER TRIM
ER TRIM
LINE OF
FLASWNG (TYP)
12
SECOND FLR
4
4 4
1�t FLR CEILW.
FNFLRELEV
LEFr SIDE ELEVATIONTOPTION 3
SQUEM-01,14
SOME ^Iwp"
CEMENT171OUS STUCCO
PER COMM. SPECS,
12021 " DEVELOPMENT
DO No SCALE THESE D"'At"
VERIPT BULDNG ORIENTATION 0
CONTRACTOR AND SITE PLANS
BEIORE CONSTRUCT OR THESE
D DO NOT COWAN
SPECIFIC WORMATION FOR My
STRZTLRA- ELETIENTS (TO BE
PROVIDED By ElYINEER OF
RECORDI ANY DISCREPANCY
'011ENSIONS, ORIENTATION ETC)
BEALEEN THESE DRAWWA AID
ASSOCIATED DRAW46 "/� 51TE
DR&,W
�S SHALL BE REPORTED To
CONTRACTOR AT ONCE AID NO
C06TRZTON $HALL PROCE D
LNTL CORRECTED. THE
CONTRACTOR AVAMS THE
KSPCNW� ITT TO MEET ALL
MGUREMWS OF LOCAL �LDW.
COMY WTTW STATE
n�
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VERSION: 5.0]
Flw--
SIDE ELEVATIONS
sw#
A-3.41
I ]l
BUILDING 5ECTION NOTE5
PLEASE NOTE: TWESE DETAILS ARE STRIrTLY ARCUTECTURAL, REFER TO STRUCTURAL
SWEET$ FOR MORE NFORMATION,
SECTIONS SIMILAR TO OTWER ELEVATION5 AND WWEN JSlW, 2xb EXTERIOR WALLS
TOP OF PA5CA
KRZEEIZ
Lw-
�SECONDFLR 4
ht FLR CEILM
NDL
r—OVEREC)
IDA Tl
FIN FLR ELEV
FOUNDATION (SEE
STRUCTURAL FLAN1�
TOP OF FASCIA
SECOND FLR
lt FLR CEILING
_WINPCW LINE -
FIN FLR ELEV
12 1
PRE-MANIIACTUFSD TRISSES
INSULATION PER FBC: AND ENERGY FORM
SUBMITTED LIJIM4 FEWIT APPLICATION
LOFT
PALL BATH 1 PALL
w
BEDROOM 3
COMPACTED, TERMITE TREATED 501L NAPOR
BARRIER
FOUNDATION (SEE
BUILDING SECTION SAN STRUCTURAL FLAI
WALE I)r-r-W= EINATION 'PSOM -ALLEII 81
SI
PRE-MANI TR)S5E5
INSULATION PER F15C AND ENERGT' FORM
SUBMITTED WIT14 FEF;MT APPLICATION
LOFT
FRIMARY 51JITE
GREAT ROOM
CO"FACTED, TER117E MATED SOfL ./VAPOR
BARRIER
BUILDING SECTION 11313'
WALB W-l'-V
= UM70 'IF MM - ML B.&AMN IIIII&M
T Y.
14
14
13:
,2
12
_Ar
TORAG
v
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0021 AMN DEVELOPMENT
DO NOT SCALE TWESE DR41MWA
VERFY BULLD1145 ORENTATION 0
OCINTRACIOR AND SITE PLANS
BUM CCNSTRJCTION. TWEBE
DRAU*W DO NOT CCNIAIN
SFECFIC WORMATICN f ANY
$TRLICTUM EIJIMM �10 BE
PROVIDED By 96WEER OF
RECMA ANY D5MPANCY
�DMNSIONS, ORENTAIM ETCJ
BETWEEN TWE.SE DRAWD" AID 7
ASSOCIATED DRAWWA a�lv SITE
DRAWIWA SkALL BE REPORTED TO
CONTRACTOR T ONCE 40 NO
CONSTIWTION SWA.L PROCE D
LINTIL COFNECTED. TNIE
COCRACTOR A58111EB TWE
RESPCMBILYY TO MET ALL
REM REMNITS OF LOCAL INJ LDW,
ORICZ6 I TO COMPLY WIN STATE
ULM, OCCES,
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VERSION: 5.01
BUILDING SECTION
Im'" .1
swo
A
ELECTRICAL LEGEND
GAS
GAS LINE
IRECE55ED CAN
LIGHT
ON
COLD WATER
FLUSH MOUNT LED
c7!n!!IIIIII
ELECTRICAL PANEL
2
WALL MOUNITED L64T
ELECTRICAL METER
WALL SCONCE
DISCONNECT SWITCH
FLUOII LIGHT
.4 BULB
SWITC14
C==
FLUORESCENT LIGHT
�/ 2 BULBS
3-WAY SWITCH
VAPOR PROTECTED
LIGHT
4-WAY SWITCH
EXHAUST FAN
DRIMER SWITCH
EXHAUST FAN .1
LIGHT
BUTTON
§
E)(WAJ PAN w
WEAT6#71-*447
DUPLEX OUTLET
SMOKE DETECTOR
QUAOPLEX OUTLET
P—Dj
CARBON MONOXIDE
DETEC70R
SWITCHED DUPLEX
THERMOSTAT
OUTLET
FLI)OR
a
FLOOR OJ7LE7
DIFECT WIRE
GFI
PH
6
GFI OUTLET
T
PHONE JACK
WFGFI
WATER PROOF 01
mi
MEDIA JACK
(b
OUTLET
CLG
CEILW, MOUNTED
0
OUTLET
CABLE TV OUTLET
22�
I
220Y OUTLET
DOOR CHIMES
CEILW. MOUNTED
5EOJRlTY PANEL
LIGHT
HAWW3 CEILINIG
<6>
FLOOD LIGHT
MOUNTED LIGHT
D
CEILINIG PAN
C:*-:)
CEILM PAN .1 LIGHT
ELECTRICAL GENERAL NOTES
SWITC14ES TO BE 45" AFF.
RECEPT6 TO BE 12' AFf - 42" IF OVER A COUNTER
ALL WIRW, TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SLIALL BE PROVIDED AS REQUIRED
IN NEC 210.12(4) AND $14ALL BE NVALLED IN A READILY ACCESSIBLE LOCATION.
ALL SMOKE DETECTORS SHALL BE HARDWIRED 114TO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC
2102(A) ANID INSTALLED IN A READILY ACCESSIBLE LOCATICq
17 5 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INISURE TWAT ALL
EJCTRICAL WOW 16 IN FULL COMPLIANICE WIT14 NFPA. 10A - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE NTER5YSTEM BCNOIWG TREMINATION AT SERVICE LOCATION PER NEC
250,54
LUMNIAINES N CLOTHES CLOSETS SHALL BE IN57ALLED PER THE PROY16IONS OF
NEC 410,16(A) 4 �B)
RECESSED LIGHTING TO BE AIR TIGHT ANID IC RATED
W% OF THE LAMPS N PERMANENTLY INSTALLED FIXTURES SWALL BE
HIGH -EFFICIENCY LAJlP5
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL NFORMATION.
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONINECT5 IN
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES $HALL BE TAMPER RESISTANT PER NEC 4ft.12.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT
SUPPLY OUTLETS OUTSIDE OF 114E GARAGE ANID NOT LESS THAN ONE RECEPTACLE
OUTLET 514ALL BE NSTALLED FOR EACH MOTOR VEHICLE SPACE
AFCI PROTECTION - 210.12 (5) DLELLW. UNITS. ALL 120 VOLT, SIWGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS SUPPLYIWG OUTLETS INISTALLED IN DWELLINIG UNITS,
FAMILY ROOM$, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS &UNIROOM5. RECREATION ROOM$, CLOSETS, WALLWAYS. OR SIMILAR
ROOMS OR AREAS $HALL BE PROTECTED BY A L15TED AFCl, COMBINATION TYPE
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
GROUNDING ELECTRODE
614ALL COMPLY WITH
SEC 250.52
ELECTRICAL RISER DIAGRAM
NTS.
FLOOD
LIGHTR.I.
T-
---------- ------------------------ — - — - — - — - — - — - — --
OPT. DEDICATED 50
AMPS (14-50 NEMA
2400 IF REQUIRED
BY CODE
HIS
I L
up
FIRST FLOOR ELECTRICAL PLAN - ELEVATION T
WALE10-401.17)
somE: /4'1'rm"
*021 " DEVELOPMENT
Do NO SCALE TIE6E DR410436.
VERIFY BULII OWNIATION WlW
CCWMACTOR AND Silt PLANS
BEFORE CMTRUCTIOR TIESE
DPAUW.6 DO NOT COWM
SKCFIC INF-ORIUTICN FOR ANY
STRICTURA. ELEMENTS (10 BE
PROVIDED By 841WER OF
wcllm) w DiSOMPANCY
(DIMENSM, ORIENTATION ETCJ
aETMEN THESE DRAWNW AND THE
AbOOCIATED DRAWN534 SMVM SITE
DRAM" SPAL BE REPORTED TO
COWRACTOR AT ONCE AID NO
CONSTFIUC ION SWALL PROaEO
UNTIL CORRECTED. THE
CONTRACTOR Ag"S TIE
RESPON254BILITY TO MEET
'Mau 6 OF LOCAL BUILDM
OFFICIALS I TO IT4 STATE
B LD=W
W 5
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VERSION: 5.0
ELECTRICAL PLMS
FIRST FL(M
*W"* I
am#
E-1.0
ELECTRICAL LEGEND
GAS
GAS LINE
RECESSED CAN
L lGqT
ON
COLD WATER
FLUSH MOUNT LED
cn!�
ELECTRICAL PANEL
2
WALL MOUNTED LIGHT
ELECTRICAL MEIIER
WALL SCONCE
DISCONNECT SWITCH
FLUORESCENT L1614T
.A BULB
$
SWITC14
FLUORESCENT LIGHT
./ 2 BULBS
3-WAY SWITCH
VAPOR PROTECTED
LIGHT
4-WAY 5WITC14
EXHALIST FAN
DIMMER SWITCH
EX14ALIST FAN Wl
LIG147
E�
BU70N
EXkALST FAN ./
HEAT I LIGHT
DUPLEX OUTLET
SMOKE DETECTOR
QUADPLEX OUTLET
CARBON MONOXIDE
DETECTOR
SWITCHED DUPLEX
THERMOSTAT
OUTLET
F��cx)p'
0
FLOOR OUTLET
DIRECT WIRE
GFI OUTLET
PHONE JACK
WPGFI
LATER PROOF GFI
mi
6
OUTLET
MEDIA JACK
CLG
CEILING MOUNTED
CD
OUTLET
CABLE TV OUTLET
220,
220v OUTLET
DOOR CHIMES
CEILIW. MOUNTED
SECURITY PANEL
LIGHT
HANSIWG CELIWG
llc�
FLOOD L*kT
MOUNTED LIGHT
n
n
c-4:::)
CEILING FAN
C-4 -:D
CEILING FAN LIGHT
u
I
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ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45' AFF
RECEPTS. TO BE 12" APF. - 42' F OVER A COUNTER
ALL WIRNG TO BE IN ACCORDANCE UNTW NEC
ARC FAULT CIRCUIT NTERI PROTEC71ON SHALL BE PROVIDED AS REQUIRED
IN NEC 210.12(A) AND SHALL BE INSTALLED IN A READILY ACCEE615LE LOCATION.
ALL SMOKE DETECTORS SHALL BE HARDWIRED IN70 AN ELECTRICAL POWER
SOURCE AID SHALL BE EQUIPPED WITH A MON17ORED BATTERY BACKUP FROVIDE
AND INSTALL LOCALLY CERTFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC
210Z(A) AND INSTALLED IN A SEADILY ACCESSIBLE LOCATION
IT 6 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN 70 INSURE TWAT ALL
I'
ELECTRICAL WOW 15 IN FULL COMPLIANCE WTH NrPA, IDA - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE INTERSYSTEM BONDING TREMNATION AT SERVICE LOCA71ON PER NEC
25054
LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROA61046 OF
NEC 40.16(A) 4 (5)
RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED
IVM. OF THE LAMPE. IN PERMANENTLY INSTALLED FIXTURES SHALL BE
HGW-EFFICIENCY LAMPS
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION.
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DiSCONNECIS IN
COMPLIANCE WITH NEC V)b
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC; 406.12,
T14E BRANCW CIRCUIT SUPPLYING THE RECEPTACLE(5) IN A GARAGE SHALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS T14AN ONE RECEPTACLE
CUTLET SWALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AFCI PROTECTION - 210.12 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, IS AND
20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS IN67ALLED IN DUELLING LNITS,
FAMILY ROOM, DINING ROOM, LIVING ROOMS, PAFLOR5, LIBRARIES, DENS,
BEDROOM$ SLNR""OMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR
ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE,
INSTALLED To PROVIDE PROTECTION OF BRANCW CIRCUIT.
-----------------
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— — — — — — — — — — — — —
SECOND FLOOR ELECTRICAL PLAN
PART. SECOND FLOOR ELECTRICAL PLAN
*021 AMW DEVELO"W
Do NOT SCALE WESE DR4JWS.
VERPY IBULDNG. ORIENTATION UKT
COORACTOR AND SITE PLANS
BEFORE CONbTRlCTIOK THESE
DRAWWS DO NOT COMAN
SPECIFIC INFORMATION FOR Y
STRICIURAL ELEPWS (10 BE
PRCIVIOI BY DrOUR OF
RECORD) Wf DISCREPANCY
([)MOONS, ORIEWATION. ETCJ
BETIEEN THESE DRAWN6.5 " THE
ASSOCIATED DRAVI*6 ffdla SITE
DRALiNGS NWAL BE REPORTED TO
CONTRACTOR T ONCE AND W
CO*TFUC ION WALL PROCEED
LNUIL CORREVED, THE
C0NTFZ4CTOR ASSUMES TWE
RE5PONSIBILITY TO MEET
RECUREMENTS OF LOCAL BU LDM
OFFICIALS I TO CO'FLY WITH STATE
SUILDM CODESL
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VERSION: 5.0
ELECTRICAL PLANS
SECOND FLOM
E-2.0
HOUSEWRAP WRIER CTAPE ALL
JOINTS) OVER EXTER)OR
HOUSEWRAP BARRIER (TAPE ALL
SHEATHING PER SPEC -SHEATHING
JOINTS) OVER EXTERIOR
TO OVEMAP RU
SHEATHING PER SPEC -SHEATHING
-15# BLDG FELT BETWEEN
HASHING
TO OVERLAP RUBBEROD
HOUSEWRAP BARRIER AND
HASHING
BRICK VENEER-TYRCAI. LIP
Sr
RUBBERIZED THRU-WALL
RUBBERIZED THRU-WALL
FLASHING. EXTEND UP Ir
HASHING, EXTEND UP r
VBMCALLY 14' MIN
VOW -ALLY (4- MIN
VERTICAL PROJECTK)N
VERTICAL PROJECTION
ABOVE SUBROOR),
ABOVE SLMRJDOR). TRIM
TRIM TO OUTSIDE FACE
TO OUTSIDE FACE OF
WEEP HOLES AT COURSE
OF BRICK
BRICK
ABOVE HASHING - W O.C.
HORIZONTALLY
THRU-WALL FLASHING_
NOT TO SCALE
HOUSEWRAP BARRIER -
REFR TO DEFAL FOR CUTTING COORDINATE IS# BUILDING FELT
BARRIER AT WINDOW OPEN APPLICATION WHERE BRIU VENEER IS
SPECIFIED
FOLD HOUSEWRAP DOWN OVER HEAD HASHING
AND APPLY CORNER PATCH EXTENDING I"MIN.
BEYOND BARMER CUT
INSTALL HEAD HASHING OVERLAPPING
WINDOW RANGES A MIN. OF 7 - INSTALL
UNDER HOUSEWRAP
APPLY JAMB HASHING OVER SIDE
V41NDOW RANGES - MIN. I'ABOVE
HEAD AND.TOVERIAP AT SILL
INSTALL WINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTERIOR PERIMETER GAP W
NON -EXPANDING FOAM OR SEALANT
TAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
PREMANUFACTURED PLASTIC SILL
BOOT
WINDOW OPENING FLASHING
NOT TO SCALE
— — —
— — GABLE END WHERE OCCURS
REFER MATIONS AND DETAILS
12
F TYPICA Rm COVERING PER SPEC
SEE
RAN
TYPICAL ROOF TRUSSES PER SPEC
TYPICAL ROOF INSWATION PER SPEC
ROOF
DRIP EDGE PER CODE & COMM. SPEC
TYP. Hr. CLG.
REFER TO ELEVATIONS
SPE
MATERIAL - PER 'C
FASCIA PER CODE & COMM. SPEC,
REffFHER 70 STRUCTURAL
TYPICM SOFRr FINISH PER SPEC
FOR TRUSS TO WALL
TIE BEAM - REFER STRUCTURAL
CONNECTION
TRIM PER ELEVATION PER SPEC
r CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FINISH ON KOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER ROCK PER SPEC
WAINSCOT PER ELEV PER SPEC
VERIFY FOUNDATION PROFILE VARIES BY
TYPICAL BASE LOCATION / CONDITIONS
PERSPEC REFER STRUCTURAL
VERIFY DETAIL FOR TERMINATION WALL
FINISH AT FOUNDATION PER ELEVATION A
MATERIAL
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 1 -STORY WALL SECTION
NOT TO SCALE
I S# BLDG FELT BETWEEN
HOUSEWRAP BARRIER AND
BRICK VENEER -TYPICAL
CONTINUOUS MORTAR NET
WEEP HOLES AT COURSE
ABOVE HASHING - 2r O.C.
HDRIZOWALLY
POURED FOUNDATION
FOUNDATION WALL
BRICK LEDGE
THRU-WALL FLASHING @ BRICK LEDGE
NOT TO SCALE
CAM END WHERE OCCURS
12 REFERELEVATIONSAWDETAILS
TYPICAL Rw COVERING PER SPEC
T"CAL ROOF TRUSSES PER SPEC
TYPICAL ROOF WSULATION PER SPEC
REFER TO STRUCTURAL
FOR TRUSS TO WALL
CONNECTION
TYPICAL INTERIOR WALL
FINISHANDBASEPER
SPEC
Typ. Vt. CLO.
MATERIAL - PER SPEC
REFER TO STRUCTURAL
FOR RUSS TO WALL
CONNECIION
DRIP EDGE PER CODE & COMM. SPEC
FASCIA PER CODE & COMM. SPEC.
TYPICAL SOFFIT FINISH PER SPEC
TYPICAL WALL FINISH ON FRAME W/
SHEATHING, PER ELEVATION, PER SPEC
TYPICAL 21 RRAM WALL AND SHEATHING -
REFER STRUCTURAL
,$,.�ND FF.
0 ELEVATIONS
- WATERPROOF WALL FMH TRANSITION VARIES
BY ELEVATION. REFER DETAILS AND SPECS
'$'RO.W.
EFER —..A.
- DRIP EDGE CRACK CONTROL AND WEEPS -
REFER DETAILS AND SPECS
TIE BEAM
WER STRUCTURAL
Ir CMU BLOCK REFER STRUCTURAL
4-
TYPICAL STUCCO FINISH ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND INSULATION
OVER BLOCK PER SPEC
WAINSCOTr PER ELEV. PER SPEC
VERIFY FOUNDATION PROFILE ' VARIES BY
TYPICAL BASE
LOCATION / CONDITIONS
PER SPEC
REFER STRUCTURAL
VERIFY DETAIL FOR TERNIINATION WALL
RICH AT FOUNDATION PER ELEVATION AND
MATERIAL
*Ftl7f,
R.
REFER TO PLOT PLAN FOR SLOPE
CONFIGURATION
TYPICAL 2-STORY WALL SECTION
NOT TO WALE
FRAMING SYSTEM
EXTEND METAL
RASHING,k
'kCAST STONE SILL
BRICK ROWLOCK -
REFER TO ELEV.
BRICK SOLEMER (OR) 3 BRICK
COURSES -REFER TO ELEV.
MU-WAU MEMBRANE
FLASHING
WAINSCOT DETAIL
NOT TO SCALE
HOUSE WRAP OVER WALL SHEATHING - PROVIDE
B40UGH OVERLAP TO COVER METAL HASHING
AND THROUGH -WALL HASHING
ITBENTMEFALRASHING-
EXIIENDS"VERTICALLY
EXTERIOR SEALANT
I
CAST STONE SILL OR BRICK
ROWLOCK- REFER TO ELEVATION
WEEP HOLE
THRU-WALL MEMBRANE HASHING
TO FACE OF BRICK W/ MIN. 2,r
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
7/r STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B,
LATH AND STUCCO) - PER SPEC
PEEL & STICK BRIDGE FLASHING, SHINGLE LAPPED
I
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCREED - PER SPEC
INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS
CAP SHINGLE - DO NOT STAPLE OR NAIL
ROOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL & STICK BRIDGE HASHING. OVERLAP ON TO ROOFING
UNDERLAYMENT
6W CORROSION RESISTANT BASE FLASHING - PER SPEC
PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
140TE: ALL ROOFING MATERIAL (PER ELEVATION) SMALL BE INSTALLED
PER MANUFACrUREn INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
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GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL 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 CIVILISITE 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 SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING.
6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR,
CONTACT THE ENGINEER.
7. CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT,
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS'CONCRETE SCREWANDMASONRY 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.
I 1.POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILTI HIT-HY-150
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD =20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOF TOP CHORD DEAD LOAD (TILE) 15 PSF
ROOF BOTTOM CHORD LIVE LOAD I* STORAGE) =20 PSF
ROOF BOTTOM CHORD LIVE LOAD (W/o STORAGE) ____--10 PSF
ROOF BOTTOM CHORD DEAD LOAD =10 PSF
FLOOR LIVE LOAD =40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS) -30 PSF
FLOOR DEAD LOAD =15 PSF
DECKIBALCONY LIVE LOAD -40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
TOTAL LOAD
I
LIVE LOAD
MAX TOTAL
DEFLECTION
I ROOF TRUSSES
I 1_1240
I L/240
1.
I FLOOR JOISTS/TRUSS
I L/360
I L/480
1/2"
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/8"
2. ANY MEMBER SUPPORTING BRICKIMASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF LJ600
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
LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED -=N/A
BASIC WIND SPEED =140 MPH
EXPOSURE CATEGORY -C
INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS
SEISMIC DESIGN CATEGORY
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
GUARDRAILIHANDRAIL LOADING:
ALL GUARDRAILIHANDRAILS SHALL MEET 200 LBS (MINIMUM) CONCENTRATED FORCE APPLE.
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 "RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM Cl 50 "SPECIFICATION FOR PORTLAND 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 REINFORCEMENr, 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:
SLAB -ON -GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1 /2" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (RDUNDATION) AGAINST EARTH: 3"
FORMED CONCREFF-* 1-1/2- (#5 REBAR OR SMALLER) 2- (#6 REBAR OR LARGER)
TOLERANCE: +/- 318"
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 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS B PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13, DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14.CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2" SLAB: 8 FEET D.C. EACH DIRECTION
4" SLAB: 10 FEET D.C. EACH DIRECTION
WELDED WIRE FABRIC (W.W.F.) 6X6-WIAXW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1 064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 1/Z'TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM C1 116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM Cl 116 WHEN REQUESTED BY THE BUILDING
OFFICIAL.
16. CONTROL JOINTS SHALL BE FURNISHED WITH A FULL-LENGTH KEYWAY CENTERED ON MEMBERS.
WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY SHALL BE 25% OF THE
CROSS-SECTION DIMENSION OF THE MEMBER AND MINIMUM 1-1 /2 INCHES INTO THE FIRST POUR
OF CONCRETE.
17. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR COLUMNS AND BEAMS AS REQUIRED
EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL AFTER BEAM ERECTION.
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:
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.
3, SIDES OF FOUNDATIONS SHALL OF 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 13E 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 WiTER OR FROST.
7. CONTRACTOR SHALL FURNISH ALL REQUIRED DE -WATERING EQUIPMENT TO MAINTAIN A DRY
EXCAVATION UNTIL BACKFILL IS COMPLETE.
8. A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK.
BACKFILLING:
1 . DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED 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:
CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, 'BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES"AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 530.1, 'SPECIFICATIONS FOR MASONRY STRUCTURES. -
CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Prn = 1,500 PSI U.0-N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M_ ELSEWHERE MORTAR MAY
BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENTILIME OR MASONRY CEMENT FOR MORTAR.
GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSI.
STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.
VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
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)45 CONTINUOUS VERTICAL REINFORCING BARS..
HORIZONTAL BOND BEAM AND VERTICAL REINFORCING SHALL BE CONTINUOUS U.O.N. LAP
SPLICE REINFORCING PER THE SCHEDULE OR USE MECHANICAL SPLICES ADEQUATE FOR 126%
OF SPECIFIED YIELD STRENGTH OF THE BAR. LAP VERTICAL REINFORCEMENT WITH M
DOWELS OF SAME SIZE AND SPACING THAT HAVE BEEN PREVIOUSLY INSTALLED IN T��
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.
IV,
#5
25"
�3/4--
IV,
#6
11,
4-1/Z'
11.1
MASONRY NOTES (CONTINUED):
10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING.
11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR'LOW
LIFT GROUTING" OR "HIGH LIFT GROUTING"AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING
FOR CONCRETE MASONRY WALLS AND ACI 5301ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROLIT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE. AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH PM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 3-4B - "BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION."
WOOD FRAMING NOTES:
I . STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.- INDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH"PANEL DESIGN SPECIFICATION."AND
SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
PLYWOOD."
3. ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO 'VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS".
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 1/2" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT,
4- (MINIMUM) AND 12- (MAXIMUM) FROM END OF SILL PLATE(S), LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"XD.229"WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING= Z-O"O.C.
REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY - AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2, ON
TOP, SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NO.1 /NO.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
FB= 875 PSI F� = 425 PSI FT = 450 PSI Fc= 1150 PSI Fv= 135 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (8)-0.162"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.=1100PSI F,=565PS] FT=675PSI F,=145OPSI F,=175PSI E=1400KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MICIIXXLAM LVL PARALLAM PSL TIMBERSTRAND LSL
E = 200D KSI E 1800 KSI E 1300 KSI
F, = 2600 PSI F, 2400 PSI F, 1700 PSI
I-) - 'BOOZER BEAM 2.1 IF ARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE'BOOZER BEAM 2.1 e IS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10.FLOOR SHEATHING SHALL BE 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURERS RECOMMENDATIONS. PROVIDE 0.131"X2-1/2" COMMON NAILS AT 6 INCH
O-C ALONG SUPPORTED PANEL EDGES AND 12 INCH OC AT INTERMEDIATE SUPPORTS.
11. FOR INTERIOR WALL HEADERS PROVIDE (I)-2X JACK STUD AND (I)-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:
WINDSPEE OF
< 140 EXP. C
WALL HEIGHT
8FT
9FT
1 OFT
STUD
SIZE
HEADER SPAN
IFT)
4
IJ/1K
1J/1K
1J/1K
6
1J/IK
1J/1K
1J/2K
8
1J/1K
1J/2K
IJ/3K
10
IJ/2K
1J/2K
I J/4K
2x4
12
1 J/2K
JJ/3K
/3K
1 J/4K
14
1J/2K
1 J/4K
ENG
IJ/3K
1 J/4K
ENG
IJ/3K
ENG
ENG
WIN SPEED OF
� = 140 EXP. C
WALL HEIGHT
8FT
9FT
1OFT
STUD
SIZE
HEADER SPAN
IT
4
1J/IK
1J/1K
1J/1K
6
1J/IK
1J/IK
1J/1K
8
1J/IK
1J/1K
1J11K
10
1J/1K
1J/1K
1JJIK
2X6
12
1J/IK
IJ1IK
IJ/1K
14
IJ/IK
IJ/lK
IJ/1K
16
IJ/lK
1J/IK
1J/1K
18
1 1J/IK
1J/1K
IJ/IK
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 2XOR METAL STUDS (18
GA. MIN.) @ 24- D.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDER/BEAM PLY COUNT WITHIN 1/Z'TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDERIBEAMS THRU FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(l).
17.FLOOR SYSTEMS ARE DESIGNED BY THE TRUSS AND/OR WOOD I- JOIST MANUFACTURER'S
DELEGATED ENGINEER AND BE IN CONFORMANCE WITH THE LOADS & DEFLECTIONS IDENTIFIED
IN THE DESIGN CRITERIA NOTES SECTION. INSTALL PER MANUFACTURERS RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD I -JOIST SHALL
CONFORM TO ASTM D 5055.
JURISDICTION SPECIFIC NOTES:
I . FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS, PORCHES, AND
BALCONIES A 1/2" (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703. I.
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 WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
I . ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL CONNECTIONS AND DOES NOT SERVE AS A ROOF TRUSS DESIGN. ROOF
TRUSSES SHALL BE DESIGNED AND MANUFACTURED IN CONFORMANCE FOR THE INDICATED
LOADS WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD
TRUSS CONSTRUCTION." FINAL PRE-ENGINEERED ROOF TRUSS FRAMING LAYOUT AND DESIGNS
TO BE BY ROOF MANUFACTUREFtS 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 UPLIFULATERAL 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 ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
I MISPLACED DOWEL REPAIR: THIS NOTE DESCRIBES ALTERNATES TO MITIGATE THE CASTING OF
REBAR VERTICAL REINFORCEMENT AT AN INCORRECT LOCATION.
IF THE WALL HAS NOT BEEN BUILT: DRILL AND EPDXY #5 REBAR (36" LG.) INTO THE THICKENED
EDGE OF SLAB AT THE CORRECT LOCATION. AS WALL IN CONSTRUCTED, LAP REBAR IN
ACCORDANCE WITH MASONRY NOTES LAP SCHEDULE, PLACING A HOOKED BAR WITH 12" LAP AT
THE TOP OF WALL WITH THE CONTINUOUS REBAR IN THE TIE 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 BEAMIBOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT: ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
1NM CONCRETE:
A 1/2'x6" TITEN HD NTH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2"THREADED ROD SET-313 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 WITH 7" EMBEDMENT INTO CONCRETE.
ONTO GROUT FILLED MASONRY (GFCMQ:
A 1/2*x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE ATV-8"
D.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT F-O"O.C.; LIKEWISE A
1/2*x6"TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT Z-8"
O.C. REPLACES A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4�-O"O.C..
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
< 140
6�_Ol
140
V
150
V-3-
NOTES:
1. MASA SPACING BASED ON NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
INSTALLED VERTICALLY ATTACHED TO STUD
4. 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 NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN
1-1 /2", INSTALL NEW ANCHORS.
5. MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANCII REPAIR
< 5/8" NO REPAIR REO'D
5/8" < OVERHANG . 1-1/2" GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>1-1/2" CONTACT ENGINEER OF RECORD FOR REPAIR
6� NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT =DS: 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 DRILUED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM
HOLEINOTCH 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-1/2" SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#'-SDS3 WITH (12)-1/4"X3" SDS SCREWS, WHERE
"#"CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
AT TOP : 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.
0000 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERIN
No. 8
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
STATE OF
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Suite 150
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C.O.E.# ENGINEERING:
29349
[3 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
06/20/2024
DATE
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+1 813.466.3310
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NOTES:
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06/20/2024
DATE
TRUSS NOT8
UNLESS OTHERWISE NOTED ON PLANS:
t ALL TRUSS STRAPS TO MASONRY ARE TO
BE META16
2, ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H10A. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.5A TO BE USED TO MULTI -PLY TRUSS,
(1) EACH SIDE /8d NAILS MIN. SIMPSON
H2.SA MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL w/8d MIN.
3. ILO TYP METAL TRUSS CONNECTORS,
FRAME SCREWS MAY BE USED AT
CONTRACTOR OPTION PER THE
FOLLOWING:
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SIMPSON SDWCISM
B) MULTI -PLY TRUSS REQUIRE (2)
SDWC 156DO AT EA. PLY
C) (1) SDWCI 5600 SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DBIL TWIST STRAP TRUSS
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DETAIL R60 FOR INSTALLATION
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DMWMER
FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW
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ASSURE THE DIRECT COMPLIANCE OF TRUSS
MANUFACTURER LAYOUT TO THESE
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CONNECTORS ARE SUFFICIENT TO
WITHSTAND THE UPLIFT/LATERAL LOADS
IMPOSED.
IF ANY TRUSS CONNECTOR SHOWN IN THESE
DRAWINGS CAPACITY HAS BEEN EXCEEDED,
THE TRUSS MANUFACTURER SHALL NOTIFY
THE ENGINEER OF RECORD IMMEDIATELY
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+1 248.622.4035
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Suite 150
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+1 813.466.3310
www.fieldstoneae.com
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06/20/2024
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LOADS USTEDHI%VE BEEN CALCULATED OR COW LED FROM APPROVED MANUFACTURERS:
CAST-CREIIE, LOTI'S CONCRETE, CLUAUTVPRECASTCO.
MAXIMUM LOAD (PLF)
APPROX.
UNTELLENGTH
WAX.CUEAR
OPU41NG
TYPEA
8"UNTEL
9- TYPE 6
B'TYPEC
12' TYPE 9
22"TYPEC
14" TYPE B-
14"TYPEC-
16" TYPE B
WTYPEC
20' TYPE B
20"TYPEC
24' TYPE B
24"TYPEC
29' TYPE 8
28'TYPEC
3z TYPE 8
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1,6,
2231
3059
3719
328C
5163
66C7
SC54
95C2
100cc
3069
ANSCIS
5206
6213
7547
8974_
10DOO
10000
1. 11,
2 2'
2231
3069
3719
3280
5163
6607
8054
9502
100CIC
3059
4605
5205
6113
7547
111
20000
loom
4'0"
1
r 81
1783
2561
2751
3280
382C
4890
5961
7034
8107
2561
4605
5206 1
15113
7547 1
8974
10000 1
10000
4'6"
32'
1343
1969
Etc
2992 1
293_
3756
4576
5400
6224
1969
4375
5206 1
6113
7019
9672
2000D
10000
1.,
34'
1217
1349
1438
2716
i999
256C
3132
3686
4249
1349
3D90
45W
5365
4766
5817
7074
8203
5-4"
4'0"
1006
1349
1438
1716
i999
256C
3132
3686
4649
1349
311190
4567
5365
4766
5817
7074
8208
S IT
4! 6"
No
1105
1173
16M
1631
2C9C
2549
3009
347C
IID5
2622
4242
4360
3942
4889
5817
6662
6161,
52'
710
1232
2.77
3738
348C
3C31
37C7
4383
506i
1232
2177
2738
34W
5391
9360
8625
7590
7'6'
6 2"
570
991
1729
2100
2632
2205
2698
3191
3685
991
1729
2108
2632
3899
5661
4742
55M
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An
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1516
ISM
2564
3486
2818
3302
699
1245
1516
1843
2564
3486
2964
3397
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90"
416
699
1160
N/A
1625
2564
3486
21318
3302
(09
1245
N/A
1043
2564
3486
2964
3397
1.
92"
354
535
990
N/A
1247
2093
2777
2263
2536
E
2054
N/A
1533
2093
1 2781
2259
2615
III IV,
10 0"
315
567
890
N/A
1 .366
1946
2423
3' 127
4006
567
945
MIA
1366
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2423
3127
4005
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292
525
873
N/A
1254
1684
2193
2805
5"
35K
525
973
N/A
1254
lw
2193
2805
3552
552
11'2*
277
471
755
N/A
1075
1428
1838
2316
2
471
755
MIA
IM5
1428
2838
2316
2_
28M
13',r
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255
471
755
N/A
1075
1428
1838
2316
2S_
2535
471
755
N/A
1U)IS
1428
1938
2316
2_
28M
14'C"
178,
239
424
1 706
N/A
1002
1326
1697
2127
2278
424
1 705
N/A
lCID2
1328
1697
2127
263D
13'4'
N/A
N/A
N/A
N/A
N/A
N/A
N A
NIA
WA
783*
N/A
1234*
1421*
1779*
218r
26W*
is, dr,
14! 0"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
710*
N/A
116D*
1331*
Im.
203r
tN/
2499*
17'4!'
1001,
N/A
N/A
I N/A
NIA
N/A
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N/A
_N/A
WA
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51*
N/A
952*
wr
1379*
2671*
1997*
1. 1.
190,
N/A
N/A
N/A
N/A
N/A
N/A
N/A
A
N/A
NIA
420-
N/A
750-
960.
1177-
. .
2415*
1 67V
20'0'
19811
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
NIA
340-
N/A
598,
845-
1114-
24'CP'
22'8'
NIA
N/A
NIA
N/A
N/A
N/A
N/A
NIA
45D'
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1900
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1900
12
0.162"x3-1/2"
ABU66Z
1
5/8- ATR
18205
2475
12
0.162".3-1/2"
H2.SA
10
0.131".2-1/2"
-
565
FI;110
F2: 110
HICIA
is
I
0.14rxl-1/2-
I
-
1340
Fl 56S
F2.285
HIOA-2
is
0.14B"xl-1/2"
--
1000
FI;680
F2:260
HUC48
14
1/4"x2-314" CONIC SCREW
3500
1135
-
6
0.148'.3"
HUC414
24
1/4%2-3/4' CONIC SCREW
SUB
2015
-
12
0.148"x3"
LUS26
4
0.148"x3"
865
116S
SPHAI
12
0.148"xl-1/2�
-
Side: 640
Center: 1280
DTC clips
4
3/16-0-3/4" CONIC SCREW
FI . 85
F2:135
2
0.131--x2-1/2"
A35
12
0.131".1-1/2-
F1:650
F2.670-
SDWC15600
I
SDWC15600
615
F1:130
F2;225
SDWC!5450
I
SDWCIS450
295
F2: 150
HTU26
20
0.162",cil-12-
3200
12SO
14
0.148"x3"
LGU3.63-SDS
j�
6.720
5,555
�4"
4- . 2 ��
HCUS-SDS2.5
1
7/8' ATR
--
7.870
20
1/4- X 2 1/2' SD5
HOUII-SDS2S
1
1" ATR
--
11.17S
30
1/4' X 2 1/2' SDS
THD26
20
0.162" x 3.
2940
3240
20
0. 148"x 11/2-
THO28-2
28
0. 162" x 3'
4310
4860
-
16
0. 148" x 3"
ABBREVIATIONS:
AD
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JST
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECTARCHITECTURAL
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
Mo
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOW
NOMINAL
BOF
BOTTOM OF FOOTING
EXT
EXTERIOR
NTS
NOT TO SCALE
DOT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRIG
BEARING
FDN
FOUNDATION
OPNG
OPENING
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FUR
FLOOR
PEN
PLYWOOD EDGE NAILING
CIL
CENTERLINE
FN
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
IFT
FOOT / FEET
REINIF
REINFORCINGIREINFORCEMENT
ci
CONTROL JOINT
GALV
GALVANIZED
REOD
REQUIRED
CUR
CLEAR
GDPI
GIRDER
80
ROUGH OPENING
CNILI
CONCRETE MASONRY UNIT
GRID
GRADE
SC
STUD COLUMN
COL
COLUMN
GwB
GYPSUM WALL BOARD
SHTG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
C NT
NTINUOUS
HD
HOLD DOWN
P
UTHERN PINE #2 OR BETTER
DBIL
DOUBLE
HDR
HEADER
SIPF
SPRUCE PIR FIR #1142 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
IN
INCH
UNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
140 MPH 2023
FIL - C & C Pressures (Aso)
Effectilse WIndAnea
Gabl, Roof Cc,mPc-ws
HiplicfComp-t
Wall Comp-M,
Z- I
Zone 2
Zone 3
!.30.3
1 1-36,5
3
Zone 4
zones
A � 200 SOFT (G rd"' 1
17.1
-35.2
1 1
1 -11;11
17*1
-49.0
14.8'2?
1"�T
14.SZOI
- 5
A� 50 SOFT jW1,d-)
19.2
-40
14
liZ
-63.9
18.7
1 -36.0
1 18.7
1 -32.7
1 18.7
1 -45.9
32-7
1 -35.9
3Z7
-42.3
A�IDSOFT(Fa---
242
-52.0
24.2
1 -fal
24.2
1 -98.6
27.3
1 -49.0
1 27.3
1 -67.5
1 27.3
1 -67.5
1 A&S
I -AA 7
W.S
1 -49.0
Components and Cadding Pressures (ASID) - 2023 FL
Pioub�e NaNI
Width Height Effective Prenum Pmswe
Detscr 0 Z= Lw Lftj Area(ft2l Jaft IRA
16070 OHIGD
---
16
7
112
30LS
BOSS
w/3010 TR
ENDS
3
8
24JO
34,15
-45.1
BOSS
w/3010 TR
4
3
8
24.0
E4a2O
34.6
-37.7
3090 DOOR
ENDS
3
8
24,0
34.6
-45.1
25SH
4
3
5.25
as
35.6
-397
6069SGD.
4
6
6,67
33.4
-3&6
2958 DOOR
4
267
&67
1 17.8
35.3
38.3
3050SH
4
3
5
1 i�:2
35.7
-38.8
305DSH
ENDS
3
5
1..
35.7
2040SH
ENDS
2
4
&0
36.5
-49.0
6MSGD
4
6
8
48.0
32.8
-360
DESIGN PRESSURES SHOM ARE MINIMUM ALLOWABLE
VALUES VALUES ARE TD BE INCREASED AS
REM BY MORE STRINGENI LOCAL R(OURREMENTS
CRO Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: dn-_
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
06/20/2024
DATE
�-'No. 860
0 S E OF
RIO
*10 At.
2 E
E -
2
2
E
ovaj
Fieldstone
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
00
Z
<
>
z
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C)
U
F-
L
-j
DRAWN BY: � FAE
VERSION: 5.0]
SHEET NAME
REFERENCE
CHARTS
SHEET #
S5.1