HomeMy WebLinkAbout37757 Dusty Saddle Ln370�Roosevelt,. CMU
GaraaeLeft- Elevation 13
SHEETWEX
NUMEER:-
51-4EET NAME:
NUMBER:
Sl4EET NAME:
C5
COVER $PEET
C5. 3
SQUARE FOOTAGE CALCULATION&
A-3 , 2
MISC DETAIL6
F-10
FOUNDATION - SLAB PLAN
A-33
M�EC DETA�L6
A-3.4
M SG DETA L5
A-10
FIRST FLOOR PLAN
A-2.0
SECOND FLOOR PLAN
A-3.40
FRONT/REAR ELEVATIONS I OPTION 3/ROOF PLAN
A-3.41
51DE ELEVATIONS I OPTION 3
A-4.0
BUILDING SECTIONS
E-1.0
ELECTRICAL PLANS - FIRST 4 SECOND FLOOR
P-0.1
PLUMBING R16ER DIAGRAM
GENER,4L NCTE5
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT . AMH
DEVELOPMENT SWALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE
PLANE.
THESE PLANE WAVE BEEN DESIGNEE) TO MEET THE PEOUIREMEN75 OF:
2023 FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION
OCCUPANCT'i SINGLE FAMILY RESIDENTIAL
T ON.-
�Ii��MTV�ZIL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA
1. 1W
BY NOT LESS TWAIN 1/2 INCH (12.1 -) GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
HA51TABLE ROOMS ABOVE BY NOT LESS THAN 5/8 INCH (IS.S -) TYPE X" GYPSUM
50ARD OR EQUIVALENT. WHERE THE SEPARATION I$ A rLOOR-CEILNG ASSEMBLY,
THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT
LESS THAN 1/2 INCH (121 ..) GYPSUM 50AFRD OR EQUIVALENT.
�X -' N'5WE6-
T19ME.W TEXTURE[) FINISH OVER FRAME APPLICATION SHALL BE PER THE
CURRENT APPROVED BUILDING CODE AND ASTM C526. IN57ALLATION OF EXTERIOR
LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER 7WE CURRENT
APPROVED BUILDING CODE AND ASTM C 1063.
EGRESS,
1. EACH BEDROOM MUST HAVE ONE WINDOW TWAT COMPLIES WITH EGRESS CODES, IF
THERE 16 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A
MAXIMUM OPENING WE IGHT Or 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR
ROOM
2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW 15 LOCATED
MOIRE THAN '12 INCWES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE
LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24
INCHES ABOVE THE FINISHED FLOOR, OPERABLE SECTIONS OF WINDOI.Ir. SHALL NOT
PERMIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCW OPENINGS
AIRE LOCATED ill TWIN 24 INCHES Or THE FINISHED FLOOR PER THE CURRENT
IT
APPROVED BUILDING CODE.
FLASHING,
1. FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK AND
LUALL INTERSECTIONS, AT GUTTER' 5, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION,
AND AROUND ROOF OPENINGS,
2. APPROVED CORROSION -RESISTANT FLASHING SHALL BE APPLIED SWINGLE
FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAV17Y OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH. APPROVED CORROSION-RE5157ANT FLASHING SHALL BE INSTALLED AT
ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE.
WINDOW INSTALLATION:
1. WINDOWS SHALL BE INSTALLED AND FLASHED N ACCORDANCE WITH THE
I�
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW
FLOOD ZONE REQUIREMENTS:
1. PLAN MEETS OR EXCEEDS FEMA FLOOD FINISHED GARAGE FLOOR ELEVATION
BATH AIREASi
1. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS, SEE
DETAILS
KITCHENS:
1. IN67ALL 2X& BLOCKING AT &S'' Arr, ON CENTER FOR UPPER CABINET
INSTALLATION.
'Tlft�5�14,OLUER AREAS,
BER-CEMENT, OR GLASS MAT GYPSUM BOARD (NO GREEN 50ARD
ALLOWED) IN COMPLIANCE WITH ASTM C1288. C1325, OR CIIIS AND INSTALLED WITH -0
x 1-1114" CA55EPZ PHILIPS WAFER HEAD CEMENT BOARD SELF DRILL SCREWS W/
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SLOWER AREAS,
AND WALL PANELS IN SHOWER AREA6
TERMITE TREATMENTi
TERMITE PROTECTION $WALL BE PROVIDED BY REGISTERED TERM171CIDE5,
INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED
TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
USE AS A PREVENTATIVE TREATMENT TO NEU) CONSTRUCTION. UPON COMPLETION OF
THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF
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 Or
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
ESTA5LISWED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES."
MIEC�jANI
1. E�
NE t�� HVAC,
CULATIONS FOR HEATING AND COOLING CAPAC171ES &HALL BE
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET
AT THE TIME OF APPLICATION FOR PERM17
2. MECHANICAL APPLIANCES $HALL BE ACCESSIBLE FOR INSPECTION, SERVICE,
REPAIR, AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, 07WER
APPLIANCES, OR ANY OTHER PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE
BEING INSPECTED, SERVICED, REPAIRED ' OR REPLACED. A LEVEL WORKING SPACE
AT LEAST 30 INCHES (-1( .2 -) DEEP AND 30 INCHES (162 -) WIDE SHALL BE
PROVIDED IN FRONT Or THE CONTROL SIDE TO SERVICE AN APPLIANCE.
ENERGY REQUIREMENT SCHEDULE
EXTERIOR WALL$ (PRAI`1E)
R- 13
EXTERIOR ULALLS (IBLOCK)
4A FOIL
ATTIC CEILIW.
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
-2r. GAUGE (0.40 -) SWEET STEEL OR OTHER APPROVED MATERIAL AND SHALL
WAVE NO OPENINGS INTO THE GARAGE.
A- FOUNDATION$ AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS &HALL BE
INSTALLED A50VE 'THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE
MANUFACTURIER'S INSTALLATION INSTRUCTIONS.
5. AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES 544ALL BE
PROVIDED WITH AN AUXILIARY DRAJN PAN WHERE DAMAGE TO ANY BUILDING
COMPONENT UJILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
PIPING SYSTEM. THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH TWE
APPLICABLE PROVISIONS OF SECTIONS M1411.3.
EXHAUST FAN5 AND VENTING:
1. OUTDOOR DISICHARY3E. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
SYSTEM SHALL BE DISCHARGED TO THE OUTDOOR' 5. AIR SHALL NOT BE EXHAUSTED
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRALUL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS 544ALL NOT BE
R r
E _,RCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE
EXHAUSTED DIRECTLY TO THE OUTDOORS, EXHAUST AIR FROM BATHROOMS AND
TOILET ROOMS SHALL NOT D15C:WAF;?I.E 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 M1502.45,17WROU6144
M1502.4.53. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM
THE CONNECTION TO THE TRANSITION DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET (162
FOR EACH 45 DEGREE (O.-IS RAD) 15END AND 5 FEET (1524 .) FOR EACH SO
DEGREE R& RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRANSITION DUCT. EXCEPTION - W14ERE A CL07WES DRYER 5005TER
FAN 15 INSTALLED AND L15TED AND LABELED FOR THE APPLICATION, THE MAXIMUM
LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRANSITION DUCT, SHALL BE
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S
INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER 5005TER FAN 16 IN67ALLED
AND NOT READILY ACCESSIBLE FROM THE ROOM IN WWICW THE DRYER 16 LOCATED,
A PERMANENT IDENTIFYINI, LA15EL SHALL BE PLACED ADJACENT TO WHERE THE
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER
EXHAUST SYSTEM 16 EQUIPPED WITH A REMOTELY LOCATED 500STER FAN."
4 PROVIDE BACK DRAFT DAMPER' 5 AT INTAKE AND EXHAUST LOCATIONS AS
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 4/30/2024
VERSION: 5.0
SQUARE FOOTAGE
AH4R ASSET MANAGEMENT SO. Fr.
HEATED AREA
Sq. Ft.
MAIN LEVEL
1102
5E(OND LEVEL
1215
TOTAL AH4R 80. Fr. (SIaNiCirwM)
2377
METHODOLOGY: ANSI Z?65�=
The total area calculated from the outsid �ftide offraming, including optional finished basement options as
shom. This area excludes stai�h at highest levskabove grade, gamile, cmered patio/pmehes.
%,� 1.
ALL VVQRK, SHNJ r- �,ilFl Y WITH PREVA!Lflw,;
S ORIDA BU',LjANG (-:x-
CODE'S
I __)�nE:�,
NATIONAL ELECTRIC CODE,
AND THE C1*ry'1T42FRH'V'iH ILLS
ORDI�ANCES
REVMVvDP7e
AYRIHIL"�
CITY (Dr -
PLAN E'1"Mv1!1N1C-R_
fe 7
-7
A�� W \ C
W SCALE TWS` MUW
YERIFY SULDW. OfffflATION 117
CCNMArTOR AND SITE PLANS
SFORE 0"TRICTUR T�ESE
DR&AGS DO NOT COW"
SPECIFIC WORMATION FOR ANY
STIUCTLIZAL ELE"E106 (TO BE
PROVCM EY 94SMR OF
IECORD). MY DECREPACY
(DIMENNON6, MWATION, ETC)
METUEEN TIESE DFAWWSB AV T4
ASSOCIATED ORAWW.S MxIia SITE
PRAIIIII06 SWALL BE REFORTEO TO
COCRACTOR AT OPCE AND No
OMTRUCTION SWALL PMXE V
LMIL COFIRIECTED. M
CONTRACTOR A561i TA
RE51POIN1511311.17Y TO MEET
REQUIREMITS OF LOCAL BUI OW,
=41LTO COMPLY W STATE
SU DM CODES,
4-j
0
> rd
V
LLI
11MENIE ON
ReAsm
b
(D
z
1-4
cc
ce)
Lr)
z en
U
C-) 6
COO
4)
no
> E2
Cn En Ej
0
P4
r-a.
P4
cv)
F -1
L -i
:1
VERSION: 5.0�
-7 .R SI.E.
@Ml AMW DEVELOFFW
DO NOT SCALE TWESE
"F'Y MW14G MI TAT;CN UMT.
CCNTIULIOR AND 61TE PLANS
BEFOSE CONSTRJCT OK TWESE
DRAUW,S DO NOT CONTAIN
WECFIC WOFIMATION FOR ANY
STRJCTWA ELEMENTS (TO BE
PRVVVED By ENGWEER OF
RECORD) ANY DWKIFANCY
'DIMENNONS, ORDUTION, ETCJ
BETWEEN TWE5E DRAI~ AND TIE
ASWUMD DPAWW.S �� 5
DRALW,6 SAAL BE FIEFFORTED TO
COWFAVOR T CNCE AND NO
OWFICTION 5WALL PFWCE D
WtIL OOFRECTED, TNE
CONTRACIM A56JES TWE
RESPONS151LITY TO MEET ALL
PEOLMIREMENTS OF LOCAL BU LOW
OFFICIALS 4 TO COMILY UITH STATE
BUILDW, CODES
d) cp
04
0
4
>
LLI
IL
Fisa �pm 4am 1
FEMM:
. . 7 1
OD
--i
(D
cc
0
1:4 mz,
U 0 -<
.4
(D no
>
CO
0
0
C)
F,
F- 7
. . I FAE j
VERSION: 5.0]
�� I
WARE FOOTAGE
CALCUATIONS
17CS:-31
r I
'416919
lw-A
AIC PAD
14'-0"
LOCATI
4" CONC— SLAB MIN.
ly
UJI FII
w Lid
L
L
PATIO 5LA5
1\1 --0y4\ WAC C14ASE
4" CONCFETE SLAB MIN, OVER &
R
BASED CN
M L VAPOR BARRIER SLAB &HALL
LOCATION
ELECTRICAL
BE OVER CLEAN COMPACTED FILL
CONDUIT FOR
iU/ FIBEI;!MESW
ISLAND
o
CONCRETE 5LAB
4'C-CRETESLAB MIN. OVER . OIL
VAPOR BARRIER. SLAB 'L BE
CLEAN COMPACTED FILL UU, F'BE
SECOND FLOOR
SANITARY DROP
ILI
B'- OY4
--------- ------ -
---- — ---------
T11-11,
khhl
64" CONC SLAB MIN.1
'D
L) LU/ FiBERMES4 I
— — — — — — — — — —
---------------
tu
a-
iN
jo
PORCH f2L 5
6,
---------- --
cc
4" C40NCIETE SLAB MIN.
ILI
OVER 6, MIL VAPOR
0-
BARRIER SLAB SHALL BE
VAPOR BARRIER SLAB :t�LESE OVEOR
OVER CLEAN COMPACTED
CLEAN COMPACTED FIL
FILL W1 FIBEFrIESW
OPENING
30'-0" OVERALL
SLAB PLAN - ELEVATIONT
FOUNDATION FLAN NOTE5
ALL WORK NALL BE IN STRICT COMPLIANCE WITILI BUILDING.
CODE, RESIDENTIAL, AND COUNTY BUILDING. DEPARTMENT.
STRIP TOPSOIL, TREES, StUMP5. ROOTS, ETC. FROM ALL
AREAS UI CONSTRUCTION WILL OCCUR UND.
FILL NALL BE FIRMLY COMPACTED, CLEAR SAND/CLAY
MATERIAL! FREE OF ROCTS� OW.ANIC MATTER OR OTHIER
INTERIOR SEARW. L ATIONS NOULD BE COORDINATED
WITH TRUSS M4AFACTURER 4 STRUCTURAL EWGINEER
PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL
SLABS (INTERIOR).
4W ATIN DEVELOFTIDft
DO NOT SCALE BE D"'N"S
VERIFY BUILDN3 ORIENTATION WITH
CONTRACTOR AND SITE PLANS
BEFIM C40MTMET TWESE
DRAWANG.S DO NOT CONTAIN
SPECIFIC WOR11ATION FOR ANY
STRUCTURAL ELelwS ( 0 BE
PROVIDED BY ENGINEER OF
RECORD). ANY DISCREPANCY
(DPENSIONS ORDIrAIM ETCJ
BETWEEN TIESE DRAWWIS AND TIE
ASSOOATED DRAWING36 &dlm 69E
MAWW
'S NALL REPORTED TO
CONTRACTOR I CNCE AND NO
CONSTIRUC ION NALL PROCEED
UNTIL CORRECTED. TW
CONTRACTOR AWJIES TVIE
RESP"BILITY TO MT
REQU REMNIS OF LOCAL SU LDNG,
OFFIC25 4 TO CCIPLY WIN STATE
L_ BVILDW, CODE& zil
o Z.
>
cu,
Q)
(L
FENIX:
§71
,It
Q
(D
(D
cr
z
lfw-
�-o
ca
U
L) n
14
76-
cn U)
'-j
0
F -1
L -j
WNW. I HE j
VERSION: 5.0�
FOUNDATION -
SLA13 PLAIN
swo
F-1.0
HANDRAIL
1-1/21, MIN
GRASPABLE -It
PANDRALt
:: r t
DIAk,
MC71ON ELM.
PRONIDE WANDRAIL I C�LIANCE UTW
TIE C,4aRW APPROVED WILDING CCOE�
FAIR QlAGRAM_
I El
FLOOR FLAN NOTE5
PROADE 1/2' (MNIMLM)GYP%M BOARD SEPARATION AT WALLS AND 5/8"TYPE X CEILINGS
IN TWE GARAGE ADJACENT TO TWE MAIN LOUSE AND ATTIC AREAS.
WASHING, MI 15 ALWAYS LOCATED LEFT OF T14E DRYER LNLESS NOTED CTIEFI
ALL EXTERIOR WALLS ARE DRAWN AT 6" CMU UNLESS NOTED OTWEIR105E
ALL NTERIOR AND COMMON WALLS ARE DRAWN AT 3 12' I.NILE66 NOTED OTWERVISE.
14EADER FOR FIRST FLOOR 15 AT V-0" ./ 9'.4" CLG 4 SECOND FLOOR 15 AT T-0"W/ &'CLG,
W44DPAIL 1,111544.1. BE 36"MEASUPI VERTICALLY FROM T14E NOSING OF TWE TREAD.
(-) DENOTES EGRE55 UNDOW
A/C PAC
LOCAT10
rio
III SOFFIT
AT X-O' 14T,
— —
2S 5H
— — — — — — — — — — — — --
25 sw
-�4
COVERED
PATIO
5'-4" CLG AF�;,
DINING
CONCRETE
ROOM
- . r
4
4 LG
2
VIN
VINYL PLAlWKj,
�4i WALL A
7--77-,
341/2-AFF,
GREAT
ROOM
VI-3 -4" CLG
NYL PLANK
C)
c,
Li
I"V2" 3
5, - ay, 4'-2" 4'-
-TCHEN
BATH 1
2068
9'4" CLG
VINYL PLAWEp
T
= 7)
Y
- Al—
L PLAW
5 614
- I
SLOPE CLG
r' 7-
10
—W�
4--l"
4 2
-
LAUNDRY
BEDROOM 2 T,
'1'-4"
CLG
VI NYL PLAW
LXATEV ON TWE
L�IT W
GREY
5OX
2'-4"
FOYER
DRYER NT
--g:
LOCATION
LOCATION FOR (2)04 AS
S'-4" rLG
VINYL PLAW,
C40DE REQUIRES PER
8" -111,
MAIKET
0 0 OFT BOLLARD,
TYR
------ TEMPP.
-N
------- --------- ---------
---- ------------------------------------
NSA sw
2 - GAR
3010 IR"I
N4 WAL L
GARAGE
1'-4" 0[ 3-10
T,
FR NT
S'-4" CLG AFF.
CONCRETE
F`ORG�4 1
m
SET $01IFFIT 'S'-4" CLG Ff. I
A
AT 6-0' HT CONCRETE i"
— —
— — — — — — — — — — — — T
-- ----- -----------
— — -------------------- - ------
-----------
LINE OF WALL
ABOVE
to
Ib'-0" T-O" CA GARAGE DOOR
2'-2"
16'-0" OF-ENING
2'-2" b'-4" "4
20'-4"
30'-0" OVERALL
FIRST FLOOR PLAN - ELEVATION -I-
SO" lAr M01.17)
Sam lie:" P"
QMI AMN DEYELOFMENT
Do NOT SCALE T�ESE DRAMA
VEIRFY BUILDW, ORI ATION UITH
COMACTOR AID ITE P."
BET�K CON57RICTION, 74SE
DRAM" DO NOT COWIAN
SPECFIC NFC�TICN FOR
$TRrTURA. ELEMENTS (TO BE
PWVIDED By EW.INEER OF
FECORD) ANY DISCKPANCY
,DMENSONS. ORENTATION, ETCJ
BETWEEN IWESE DRAI AND TNE
ASSOCIATED OR4WN2S "/� SITE
DRAWINGS $PAL BE FIEFORTED TO
CONTRACTOR 7 ONCE AND NO
CMTIWICN S-IALL PROC ED
Wl COFFECTED. T�E
C04MCTOR ASSIMES TWE
IMSPONSISILITY TO MEET ALL
a LOCAL 5U LONG
ORICIALS . TO CO -FLY WITM STATE
WILDW, CODES.
0
4
>
Lu
w
71
mmom am
Q
(D
(D
1-0
Ln
cu
0
kr)
m
en
U
Z
(D
no
>
ca
10
0
6
r- rTl
F
L
�W. I FAE ]
VERSION: 5.0]
FIRST FLOOR PLAN
A-1.0
HANDRAIL
1-1/21, MIN
GRASPABLE
WANOF�AIL
L
I 1/4�, MIN TO t
ICIA
RET��,
'AN AIL
6 OJJON I.L.
PROVIDE WANDRAIL IN �IANICE WITM
TWE 0JRRENT 0
STAIR Q14GRAM
Ell
FLOOR PLAN NOTES
PF4vlCE 1/2" (MNIMIM)GYPSr BOARD SEPARATION AT WALL$ AND 5/6' TYPE X CEILINGS
N TIE GARAGE ADJACEW TO TI-E MAN WOUbE AND ATTIC AREAS.
WAE441W, MAC14INE 16 ALWAYS LOCATED LEFT OF T�E DRYER ALES6 NOTED OTHERWISE.
ALL EXTERIOR WALLS ARE DRAWN AT 8' CIIJ LINLESS NOTED CNIERWISE
ALL INTERIOR AND CCMMCKI WALLS ARE DRAWN AT 3112'LFLESS NOTED OTWERWISE.
�EADER FOR FIRST FLOOR 15 AT V-0" ./ V-4" CLG 4 SECOND FLOOR 16 AT T-0' W/ 8, CLG.
W41DRAIL WEIGHT SWALL 5E 36'MEAWFED VERTICALLY FROM 714E NOSING OF TW TREAD.
f-) DENOTES EGRESS WINDOW
FAU lQUftW
rr.'re
PM KAN
FRAM"M
Ek
B C RAISED PLATFORM
SECOND FLOOR PLAN - ELEVATION "I"
rAE: IN -I"' =
rGAIR Mllr
W021 AMW OEVELO"NT
Do NOT SC&E 4E6E DRAMW
VERFY EWLOM OREWATION Ill
CCNMACTOR MD &TE PLANS
BEFOIRE CONSTRCTICK TIE5E
DRAINM DO NOT COCAN!
BPECIF WORUTION FOR ANY
STRXTLRAL ELEMENTS (TO BE
PRO�VED By ENGINEER OF
RECORD) ANY DIOCREPANCY
�OIMENBIONS, ORIENTATION, ETC
BETWEEN TWESE DRAUNG6 *D Tkf
A%CCIATEO DRAUWA 601� SITE
DRAVW,S SWALL BE REPORTED TO
CCNIRACTOR AT 04CE AID NO
CONSTRUC ICN SWALL PP�MED
(WIL CORIFIECTED TIE
CONTRACTOR ASIBLIMES TWE
NESPONINBILITY TOME TALL
REWREMENTS OF LOCAL BU LDW,
aFlCtAL5 I TO COMLM STATE
BUILDM 5
ai
C)
w
>
0
z
II-0
ca
C-4)
Lr)
V)
I
Q
04
z -rn
U
L)
CD no
>
(D
0
VERSION: 5.0]
1�� I
SEC-D —R P—
aw*
A-
<� R4
w \,.
---------------------
ROOF PLAN "I"
IIOAUIII
WALAW-41rp "I'll,
ZOE I ATTIC: VENTILATION: �300 5Q FT ATTIC SPACE / 150 F7 VENTILATION)
-CALCULATIONS REFLECT bM RIDGE AND W% SOFIT VENTS
13Y, 50 FT UNDER ROOF ATTIC / 300 W F? / 150 F7 - 43S 60 F1 VENTILATION
OFF -RIDGE VENT - 138 50 IN EACH (4' VENT)
SOFFIT VE14T . S w IN EACH
43S 50 Fl x 5ft . 2,15 50 FT l4k5fl, 2.15 SO FT LOW
WIGW VENTNG
2is 50 FT x 144 60 N =35M W IN REGUINED
(3) OFF -RIDGE VENT x W SQ IN 414 SO IN
LW VENTW,
2,IS 50 FT x 144 SIQ IN -35.84 50 IN REQUIRED
3152.4 / 9 N 35 SOFFIT VWS fCONTNJOJS VENTED SOFFIT)
ZONE 2 ATTIC VENTILATION: (300 -SO FT AT71C SPACE I I SO Fl VENTILATIC10
210 50 FT UNDER RD�F ATTIC /
300 50 FT / 150 FT . .70 60 FT VENTILATION
SOFFIT VENT S 60 IN EACH
LOW VENI
,10 50 FT 144 50 IN -IWM 50 IN REQUIRED
IWW 15 11 SOFFIT VMS (CONTINUOUS VENTED WRIT)
ZONE 3 ATTIC VENTILATION: (300 SO FT ATTIC SPACE i I SO FI VENTILATION)
56 W Fl UNDER ROOF ATTIC /
300 SO FT / I SQ FT . IS 5Q FT VE14TILATION
5OFFIT VENT S 50 IN EAC44
LOW VFNTWG
.15 so FT 144 50 IN =26M SO IN REQUIRED
26M / S 3 SOFFIT VENIS (CONTINUOUS VENTED SOFFIT)
ZONE 4 ATTIC VENTILATION: (3W 5Q F7 ATTIC SPACE / I SO FT VENTILATION)
142 50 FT UNDER ROOF ATTIC /
300 80 FT / 150 FT � AT 80 F7 VENTILATION
OMIT VENT S 50 IN EAC�4
LOW VENTWG
AT SO FT x 144 50 IN cbb.lb 50 IN REQUIRED
6&16 1 t z 8 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
- - - - - - - -
- - - - - - - - - - -
- -
PITC14
9.42 PITC�
SHINGLE
ARC14 ROOF (TYP) 6/12 PITC�
ARCH SWINGLE ROOF (TYP)
_10E_CfFASCIA
4" CORER TRIM-----_�
TY WINDMILTNE
"FRHEZE-"�'
4" TRIM AND
b" FRIEZE
HORIZONTAL LAP SONG
PER COMMUNITY SPECS (TYP,
2
SILL
........ ��4'
LINE OF
FLA.441W, (TYP) ------
.
COMER TRIM
TRIM 4 SILL
ARC14 4A2 PITCH
SHNGLE ROOF (T
44 TC14
2 PI
SECOND FLR
_
6" RAISED
544W.LE ROOF (TYP)
lbt FLIE CEILINP
STUCCO TRIM
-
COACH LIGHT PER COMM---
CEMENTITIOU5 Aflct
PER COMM. SPECS-,,�
4" RA15ED STUCCO
TRIM 4 SILL
4" RAISED STUCCO TRIM----.
STONE CAP
1:11:10 ElEl M.—
L�_]
co cp
STONE VENEER PER-----_
COMM. SPECS�
EI 1=1 I
E 7117ME711
—
E ED 0 El Mll D
FLR ELEv
------
FRONT ELEVATION III ORON 3
1110.4kiff I'VOW)
WAUS IN: Ile pd4
("2 PITC14
ARCH SWINGLE ROOF (TYP)
HORIZONTAL LAP TYfm-WM
SIDING PER
COMM SPEC$---
4" CORER TRIM
L114E OF
'LASHING
Lgigii� L
ARCH 4/12 PITCH - -SECOND FLR
E44MLE ROOF (TYF) - -*I FLR QEILIW.
UJINDM LINE
CEMENTITIOUS STUCCO
PER COMM. SPECS.
to
I LF R
REAR ELEVATION 11'
rAL'Iff-I'401.17)
SONE. M�Irp"
0021 ATW DEVELORTENT
DO NOT SCALE THESE OR41IN36.
VERIFY BUI ORIENTATION t"
CONTRACTOR AND TE FL"
BEFORE CCt6TRJCT OR THESE
DRAJ*rA DO NL71 CONTAIN
SFECFIC NFORTATION FOR �
STFI ELRWS (TO BE
PROVIDED, By ENGINEER OF
FECORD). ANY DISCREPANCY
'DrENSIONS. ORENTATION. ETCJ
BETEEN IWESE DRAWWA AND ""
ASSOCIATED DRAWINGS dV SITE
DRAW" ORAL BE REPORTED TO
CONTRACTOR AT OWE AID NO
CONSTFUCTION %IALL PROCEED
UNTIL CORRECTED. 4E
CONTRACTOR AS&I TWE
REAP"BILITY TO MET
FEW REMENTS OF LOCAL BUILDNIS
MICIALS I TO COTPLY I^ STATE
BUILDIM CODES.
0
w
:41
0
00
cc
rA
0
z m
U
on.,e
In
4—m WE
75
>
(D
(n
0
0
0
04
6
F,
WANIN: I FAE
VERSION: 5.0]
[im �mft
�FRONT/REAR ELEVATIONS
& ROOF PLM
two
A-3.401
6112 PITC14
12 6112 PITCH ARC14 SWW.LE ROOF (TYP)
6
XPCEFASCUIA
I--,"
TYP'.
6- PRir:ZE---/ dr--- 140RIZCNTAL LAP
SIDING PER
LINE OF Comm SPECS
FLA644ING
C
-4" C01e4ER TRIM
4WI ArA DEYELOPTIEW
DO NOT SC&E WESE DRAIWW
VERIFY WLDW, ORIENTATION 07
CONTRACTOR AND SITE PLANE
BEFORE OMTRICT THESE
DRAWIN36 DO NOT CONTAIN
SPECIFIC INFORUTION FOR �
SIRM11A. ELEIIENTS (TO BE
MYVED By Br INEER OF
REOM) A" D"CREPAfy
'DrIENSONS ORIENTATOt ETC)
MIREN THEM DRAIIIINGS AND '"I
ASSOCIATED DRAUWS N41a SITE
DRAMM SWAL BE REPORW TO
CONTRACTOR AT OWE AID NO
WNSTIRICTION SWAI.I. PRDCE D
LNTIL CTED. THE
CONTRACTOR AS"ES, WE
RE-SPONSTIBIL" TO �W
WaIREMEW5 OF LOCA BUILDW.
OFFICIALS . TO Ca'FLY UM STATE
BUILDING CODES.
o Z.
o
R7 1
,'t
0
(D
z
cc
Q
g4
lj
z
U
L)
.<4
&� w 2
rA
75
>
(D
ca r/i wi
C) �-
C)
M
MWIlt. I FAE j
VERSION: 5.01
SIDE ELEVATIONS
,aTw
am*
A-
BUILDING 5ECTION NOTE5
PLEASE NOTE TWESE DETAILS ARE STRICTLY ARCHITECTURAL, REFER TO 5TIRLICTURAL
514EETS FOR MORE WORIATION
5EC7IM S"ILAR TO OTI-ER ELEVA71ONS AID WHEN .161W. 2xb EXTERIOR WALLS
SIDE FRONT
r,--�CRAIFSTMAN BMICKET
INSULATION PER FBC AND ENERGY FORM
SUBMITTED LUITI-1 PERMIT APPLICATION
BEDROOM 3
4 12
OJALEEP
'FRONT
po IRC FOYER
BUILDING SEMON'BB"
OGALEIN-1'V=7)-WATMTDRYM-ALLBMTOSIMAR
sm 1^11-W
LOFT
HALL BATH I HALL"..
COMPACTED, TERlITE TREATED SOIL ./VAPOR
EARRIER
—FOUNDATION (SEE BUILDING SECTION OAK
wAm W-TV =?) RBWM T MMM -AUaLVAWS
5TRUCTURAL PLAN) 8= ur�l-q
PRE-MANLIFACTURED TRU56ES
INSULATION PER FBC AND ENERGY FORM
SUBMITTED WITH PERMIT APPLICATION
W.
LOFT
_jCtOF FASCIA
to
SECOND FLR
Ilt FLR CEILW.
lz
FIN FLR ELEV_�
PRIMARY 5UITE
11 r-"", \ Q
;X
;TORAG GREAT ROOM
CalFACTED, TEWITE TREATED BOIL WNAPOR
EARRIER
UZN LTNr
6
4
SECOND FLR
6—L— ILW.—
WINDOW LINE,
(�,OVEIREZ)
FIN FLR ELEV
—FOUNDATION (SEE
STRUCTURAL PLAN)
6021 AMH DEVELORIENT
DO NOI SCALE THESE DRAV1,66
VERFY BUILDW, ORIENTATION WT
CONTRACTOR AND SITE PLANS
BEFORE CONSTRICTION. THESE
DRAWW60ON CONTAIN
$KCFIC NFOWA?I0N FOR Y
STILICTILRAL SLOWS (TO BE
PROVIDED By ENC*,IffR OF
RECORD) ANY DISCREPANCY
(DrENSIONS, ORIENTATION, ETC.)
BETWEEN THESE DRAW065 40
A56MIATEII DRAWW,5 avila SITE
D LqNS
M4 'S SHAL 13E IMPORTED TO
CONTRACTOR T ONCE AID NO
C645W IN SWALL PIWCEED
�NTIL COFNECTED THE
CONTRACTOR ��S THE
RESPONSIBILITY TO MEET ALL
REQJ
CFFJC�REMENTS OF LOCAL BU LDIW.
ALS A TO CO�IFLY MTN STATE
BUILDW, CODE&
0
7(j
Lu �,
t-q
(u
>
43 ,
-A
LLj
Itt
(D
z
1--�
ca
v)
CD
u-)
u
0 i
0
o
CZ)
F-4
IIIIIIIIIIII ffl. I FAE j
VERSION: 5.0
BUILDING SECTIONS
ow"" I
swo
A-4
ELECTRICAL LEGEND
-+ GA5
GAS L114E
RECESSED CAN
L 6147
-+ ON
COLD UATER
FLUS44 MOUNT LED
17-!�
ELECTRICAL PAIIEL
2
WALL MOUNTED LIGHT
r�l
ELECTRICAL METER
17,
LUALL SCONCE
E:::P
DISCONNECT SWITC14
F-�
FLUORESCENT LIGHT
.4 BULB
$
SWITCH
LZZ=
FLUORESCENT LIGHT
2 BULBS
3-10AY SWITC14
VAPOR PROTECTED
LIGHT
4-WAY SWITC14
EXHAUST FAN
DIMMER SWITCH
41
EX14AUST FAN
L IGI47
SUTTON
EXHAUST FAN
HEAT 4 LIGHT
DUPLEX CUTLET
SMOKE DETECTOR
QUADPLEX OUTLET
F--Dl
CARBON MONOXIDE
DETECTOR
DUPLEX
SWITCHCEUITLET
THERMOSTAT
FLOOR CUTLET
DIRECT WIRE
GF
pm
6
GFI CUTLET
7
PHONE JACK
WPGFI
LUATER PROOF GFI
6
OUTLET
MEDIA JACK I
CLC
CEILW, MOUNTED
QD
OUTLET
CABLE TV CUTLET
220�
220V OUTLET
DOOR CI-IMES
CEILNG MONTED
SECURITY PANEL
L IGHT
HANGW, CEILING
FLOOD LIGHT
MOUNTED LIGHT
--:D
CEILING FAN
F-:*:::)
CEILING FAN w/ LIGHT
u
ELECTRICAL GENERAL NOTES
WITCHES TO BE 45" AFF.
RECEPTS TO BE 12' AFF - 42" IF OVER A COL44TER
ALL UIIRWG TO BE IN ACCORDANCE LUIT14 NEC
ARC FAULT CIRCUIT NTERliaJPTER PRCTEClION 5HALL BE PROADED AS REQUIRED
IN NEC 210.12(A) AND 5-44ALL BE INSTALLED IN A READILY ACCESSIBLE LOCATION.
ALL 91OKE DETECTORS E44ALL BE AARDIUIRED INTO AN ELECTRICAL POLUER
SOURCE AND SHALL BE EQUIPPED W17H A MONITORED BATTERY BACKUP. PROVIDE
AND N57ALL LOCALLY CERTIFIED SMOKE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REWIRED IN NEC
2102(A) AND INSTALLED IN A READILY ACCE551BLE LOCATION.
IT 15 T14E RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO 045URE T14AT ALL
ELECTRICAL WOW 15 IN FULL COMPLIANCE WIT14 NFPA. IDA - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE NTER6Y5TEM BONDIW, TFEMNATION AT SERVICE LOCATION PER NEC
250.54
LUMNIAIRES IN CLOTHES CLOSETS E44ALL BE NSTALLED PER THE PROvIVONS OF
NEC 410.161A) 4 (5)
RECESSED LIGHTING TO BE AIR 116,01Z AND IC RATED
W% OF THE LAMP`5 IN PEWANENTLY INSTALLED FIXTURES SHALL BE
HIGH -EFFICIENCY LAMPS
REFER TO ENEMY CALCULATIONS FOR ADDIIICNAL NFOWATICN
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12.
THE BRANCH CIRCUIT SUPPLYING T14E RECEPTACLE(5) IN A GARAGE 5HALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE
OUTLET SHALL BE N57ALLED FOR EACH MOTOR VEHICLE SPACE.
AFC2 PROTECTION - 210.12 �15) DUELLIN63 UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BR"W CIRCUITS SUPPLYIWG OUTLETS INSTALLED IN DWELLING UNITS,
FAMILY ROOM, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS, 5UNROOM5, RECREATION ROOMS. CLOSETS, HALLWAYS, OR SIMILAR
ROOMS OR AREAS 5'44ALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
E)CERIOR GARAGE
200 AMP METER MAIN COMBO
ZOO AMIF MAN
LUr, INTERIOR
PANEL
G
,APAGE
w _ MAN
LUr
PANEL
G SER c_
11S) AL 5ER CABLE
GROUNDING ELECTRODE
SHALL COMPLY WITH
BEG 25052
ELECTRICAL R15ER DIAGRAM
N.TS.
FLOOD
LIGHT R.1
FRI
T- '(!!I \
wpGri
CLG GfI
------- ---------------------------------- - - - ----- ------
AMPS (14-50 NEMA
240v) IF REOUIREP
BY CODE
H5 I
up
1p
FIRST FLOOR ELECTRICAL PLAN - ELEVATION T
WAUE: iff--
W" =
OW AMIN DEALOPW
DO NOT SCALE THESE DRAIWIS
VSWFY BULDW. ORIENTATION lATQ
CONTRACTOR AND SITE PLANS
BEFORE CONSTIRCTICN. THESE
DRAW" DO NOT CONTAIN
SPECIFIC NFOFMATJCN FOR ANY
SMICTURAL ELEMENTS (TO BE
PROVDIED By B41WEEIR OF
FECORD) ANY DWFEPANCY
(I)MENSlowS. owSHTATCK ETC)
BE111M THESE DRA11*65 AND 74
A65XIAIED DRMINGS aldhX 619
DRAI~ SAALI BE REPORTED TO
CONTRACTOR AT AID No
C06TRCTON SWALL PROCE D
UNTIL COFMCTED. THE
CONTPACTOR AULtIES T41!
RESPONSIBILITY TO MET ALL
RECU
CFFIC�REME�75 OF LOCAL BU LOW.
LS A TO COMPTY JITA STATE
BUILDW. CODES.
(u
f 0"
o
>
w
4
7 1 40M
ReMM*
C)
z
U
C.4)
o
cn E'i
Ell
cn
L —i
VERSION: 5.01
ELECTRICAL PLANS
FIRST FLOOR
MIS"*
I am#
E-1.0 I
ELECTRICAL LEGEND
-+ GAS
GAS LINE
RECESSED CAN
LI&H7
-+ ON
COLD WATER
FLUSH MOUNT LED
77!�
ELECTRICAL PANEL
WALL MI LIGHT
ELECTRICAL METER
WALL SCONCE
DISCONNECT SWITCH
FLUORESCENT LIGHT
./I BULB
$
SWITCH
C:=
FLUORESCENT LIGHT
w/ 2 BULBS
3-WAY SWITCH
VAPOR PROTECTED
LG47
4-WAY SWITCH
EXHAUST FAN
DIMMER SWITCH
EXHAUST FAN
LIGHT
1p
BUTTON
EXI-AlZT FAN w
NEAT A LIGHT
It
DUPLEX OUITLE7
SMOKE DETECTOR
QUADPLEX OUTLET
CARBON MONOXIDE
DETECTOR
SWITCHED DUPLEX
THERMOSTAT
OUTLET
F Loup,
3
FLOOR OUTLET
DIRECT WIRE
GFI
6
GFI OUTLET
PWNE JACK
WIGN
6
WATER PROOF GFI
mi
MEDIA
OUTLET
JACK
CLG
CEILING MOUNTED
0
OUTLET
CABLE TV OUTLET
22W
220V OUTLET
DOOR CHIMES
CEILING MOJNTED
SECURITY PAIEL
LIGHT
HANGING CEILrwl
FLOOD LIGHT
MOUNTED L1507
C:-4:::)
CEILING FAN
C Z)
CEILING FAN W/ LIGHT
ELECTRICAL GENERAL NOTE5
SWITCHES TO BE 45' AFF
RECEPTS. TO BE 12" Aff. - 42" F OVER A COUNTER
ALL WIRING TO BE IN ACCORDANCE UJITW NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION 54ALL BE PROVIDED AS REQUIRED
IN NEC 210,12(A) AND $14ALL BE IN67ALLED IN A FEADILY ACCE5615LE LOCATION.
ALL WOKE DETECTORS SMALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOJRCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP PROVIDE
AND IN51ALL LOCALLY CERTIFIED NlOKIE DETECTORS.
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED N NEC
211 AND INSTALLED IN A READILY ACCESSIBLE LOCATION.
IT 16 THE RESPCN5151LITY OF THE LICENSED ELECTRICIAN TO IN8URE THAT ALL
ELECTRICAL UORK 15 IN RILL COMPLIANCE WITH NFPA 10A - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES
PROVIDE INTERSYSTEM BONDING TREMINATICN AT SERVICE LOCATION PER NEC
250.N
LUMINIAIRES IN CLOTHES CLOSETS SHALL BE INSTALLED PER THE PROVISIONS OF
NEC 410JI A (5)
RECESSED LIGHTING TO BE AIR TIGHT AID IC RATED
W% OF THE LAMPS IN FERMANENTLY INSTALLED FIXTURES SHALL BE
HIG14-EFFICIENCY LAMPS
REFER TO ENERGY CALCULATIONS FOR ADDITIONAL INFORMATION.
PROVIDE THE REQUIRED CLEARANCES AROUND PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC 1102C,
ALL RECEPTACLES SHALL BE TAMPER RESISTANT PER NEC 406.12,
THE BRANCH CIRCUIT SUPPLYlWG THE RECEPTACLE(S) IN A GARAGE SHALL NOT
SUPPLY OUTLETS OUT51DE OF T14E GARAGE AND NOT LESS THAN ONE RECEPTACLE
OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE
AFCI PROTECTION - 20.12 (B) DUELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 5 AND
20 AMP BRANCH CIRCUITS SUI OUTLETS INSTALLED IN DUELLING UNITS
FAMILY ROOMS, DINIWG ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS SUNROOMS. REDREATION ROOM$. CLOSETS, HALLWAYS, OR SIMILAR
ROOM OR AREAS SHALL BE PROTECTED BY A LISTED AFCl, COMBINATION TYPE,
INSTALLED 10 PROVIDE PROTECTION OF BRANCH CIRCUIT.
F- - - - - - - - - - - - - - - - - - -
x
T TYP.
IV
6" 53/4
A/C
DISCONNECT
LTO ATTICLJ
ey
A
— — — — — — — — — — — — -
SECOND FLOOR ELECTRICAL PLAN - ELECTRICALT
[0021 " DEVELCFIlENt
DD NOT SCALE THESE DRUWA
�ER-Fr BULDIM. ORIENTATION WIT
CONTRACTOR AND SITE PLANS
BEF
BEFORE CONI THESE
DRAIAW DO NOT CONTAIN
SFECFIC WORIATION FOR ANT
STRICTURAL ELEMENTS fTO BE
PROVIDED SY DdINEER OF
RE,
RECORD). ANY DISCREPANCY
DMW61045, ORIEN'rATION, ETC.)
EETWEEN'. — - T
ASSOCIATED ORAWW
A &nW� TTE
DRAIWS 94AL BE REPORTED TO
CONTRACTOR T OWE AND NO
CONSTRJCTON SHALL PROCEED
UNTIL CORRECTED. THE
CONTRACTOR ASWIES THE
RESPONSIBILITY TO MEET ALL
REOU
OFFIC�FOTNTS OF LOCAL ILDW,
A-5 I TO CO -PLY W� STATE
5JILDW. CODES
-4-)
0 L-L'
> ()Flo
--1
(u ILL] 6
L <
1ELMIZIE, 40M
7 EMM
Itt
C
(D
1-4
ca
ce)
L9
un
Q
04
m ;li
z
U
L) -'s
110,
IN,
>
(D
0
C)
--I
I FM ]
VERSION: 5.01
o E
w�
$Wf
.E-2.0]1
fmi Am OEwlORlDu
Do NM SCALE 7WESE DRAWWA
VEIRF� MtLDM ORIENTATION UNT
CONTRACTOR AND Sn PLANS
SEPORE CONSTRIC710K T�ESE
DRAU44GS DO NOT CONTAIN
eRCF NFORTIATION FOR ANY
STFWTURAL ELfflENT6 (TO BE
PRDVCW STY EWAaR OF
RECORD4 ANY DMCREPANCY
'DItIENSION" , ORIENTATION, ETC.)
BETWEEN THESE DRAM45.5 AND TME
ASSOCIATED DRAUN5,5 &,dl� SITE
DRAMW,6 %WLIL BE REPOWTWED
CONTRACTOR T ONCE AND NO
CON57M ION &WALL PROCEED
2" VTR LINTIL CORRECTED TkE
CONTRACTOR ASSLIPIES TIE
RESPONSIBILITY TO ?EET
REWIETIENTS a LOCAL 15J LDW.
OFFICIALS 4 TO CCIlPLY MTN STATE
BUILOW, COCE6,
4-j
SHOWER
wc 211 LAV
2" VTR o Z.
311 2" LAV wo �
E'd
>
w
Y AUTO
VENT
wc
311
3" 21' LAV KIT MMMM' I WON
31T 2" TUB
311 311 311 17M7
2" VTR
3" LAV
2" 311
TUB
wc C) CD
WASHER 2" 31, 3" --1
4)
cr
3" z c.0-
311 cc
3"
Q 4i
C.O. 311 04 zcn
U
rA
7ffiD
In o
> IS �
-4 0) < ,
co
0
TO
SEWER
o
m
F
PLUMBING RISER DIAGRAM
N.T.&
L
VERSION: 5.0
ELECTRICAL PLANS
SECOND FLOOR
P-0 I. i
HOUSEWRAP BARRIER (TAPE ALL
JOINTS) OVER EXMRIOIF
HOUSEWRAP BARRIER (TAPE ALL
SHEATHING PER SPEC -SHEATHING
JOWTS) OVER EXTERIOR
TO OVERLAP IF
SHEATHING PER SPEC-SHEATHRIG
150 BLOG FELT BETWEEN
FLASHING
TO OVERLAP RUBBERIZED
HOUSEWRAP BARRIER AND
HASHING
BRICK VENEER -TYPICAL UP
,—WALL/ROOR
FRAMING SYSTEM
RUBBERIZED THRU-WAUL
RUBBERIZED THRU-WAUL
FLASHING, EXTEND UP r
I S# BLDG FELT BEFTWEEN
HASHING, EKTIND UP N'
VERTICALLY (Ir MIN
HOUSEWRAP BARRIER AND
VERTICALLY (C MIN
VERTICAL PROJECTION
BRICK VENEER -TYPICAL
VERTICAL PROJECTION
ABOVE SUBROOR),
CAST..8kjkaA
ABOVE SUBFLOOR), TRIM
TO OIJTMSIDE FACE OF
WEEP HOLES AT COURSE
TRIM TO OUTSIDE FACE
OF BRICK
CONTINUOUS MORTAR NET
BRICK ROWILOCK -
REFER 70 ELEV.
BRICK
ABOVE HASHING - 2r O.C.
WEEP HOLES AT C04JRSE
BRICK SOLDIER [OR) 3 BRICK
iFLASHNG
HORIZONTALLY
ABOVE HMN14G - 21r O.C.
COURSES -REFER 70 B".
SOLID GROUT BEHIND
HORIZONTALLY
FIRST COURSE-TY
THRU-WALL MEMBRANE
POURED FOUNDATION
THRU-WALL FLASHING_
NOT TO SCALE
HOUSEWRAP BARRIER -
REFR TO DETAIL FOR CUMNG COORDINATE 150 BUILDING FELT
BARRIER AT WINDOW OPEN APPLICATION WHERE BRICK VENEER 6
SPECIFIED
FOLD HOUSEWRAP DOWN OVER HEAD FLASHING
AND APPLY CORNER PATCH EXFENDING 1"MIN.
BEYOND BARRIER CUT
—INSTALL HEAD FLASHING OVERLAPPING
WINDOW FLANGES A MIN. OF 7 - INSTALL
UNDER HOUSEWRAP
APPLY JAMB FLASHING OVER SIDE
MNDOW FLANGES - MIN. I"AbOVE
HEAD AND T OVERLAP AT SILL
WALL WINDOW OVER SEALED AND HASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTERIOR PER[MErER GAP W /
NON -EXPANDING FOAM OR SEALANT
TAPE SEAM OF OVERLAPPING PLAM SILL
MOT
PREMANUFACTURED PLASTIC SILL
ISCIOT
WINDOW OPENING FLASHING
NOT TO SCALE
FOUNDAIION WALL
BRICK LEDGE
THRUMALL FLASHING @ BRICK LEDGE
NOT 70 SCALE
GAME IND WHERE OCCURS
12 SEE ROOF PLAN REFER IFIEVATIONS AND DETAILS
TYPICAL ROOF COVERING PER SPEC
TYPICAL ROOF TMES PER SPEC
TYPICAL ROOF INSULATION PER SPEC
REFER TO STRUCrURAL
FOR TRUSS TO WALL
CONNECTION
TYPICAL HTERIOR WALL
FIMSH AND BASE PER
SPEC
DFJP EDGE PER CODE & COMM. SPEC
Loyww.— .
FASCIA PER CODE & COMM. SPEC.
TYPICAL SOFFIT WISH PER SPEC
TYPICAL WALL FINISH ON FRAME wl
SHEATHING, PER EEVATION, PER SPEC
TYPICAL 2( FRAME WALL AND SHEATHING -
REFER SIRUCWRAi
WAINSCOT DETAIL
NOT TO SCALE
HOUSE WRAP OVER WALL SHEATHING - PROVIDE
04OUGH OVERLAP TO COVER METAL HASHING
AND THROUGH -WALL HASHING
TAPE OVERLAPPING SEAM
SIDING PER SPEC
12'BENT METAL FLASHNG-
EXIEND Ir VERTICALLY
EXTERIOR SEALANT
I
,CAST STONE SILL OR BRICK
ROWLOCK- REFER TO ELEVATION
WEEP HOLE
THRIJ-WALL MEMBRANE FLASHING
TO FACE OF BRICK W/ MIN. 21r
VERTICAL LEG. LAP UNDER
BUILDING WRAP.
718- STUCCO OVER FRAME (SHEATHING, 2 LAYER WAS -
LATH AND STUCCO) - PER SPEC
PEEL & STICK BRIDGE HASHING. SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCREED - PER SPEC
INSTALL PER MANUFACTURERS INSTALLATION INMUCTONS
CAP SHINGLE - DO NOT STAPLE OR NAIL
ROOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENT- PER SPEC
PEEL & STICK BRIDGE FLASHING. OVERLAP ON TO ROOF94G
UNDERLAYMENT
6"W CORROSION RESISTANT BASE FLASHING - PER SPEC
PRE-84GINEERED WOOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
NOTE ALL ROOF114G MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTItUICTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
�� ROOF TO WALL AT RAKE
— — —
— GABLE END WHERE OCCURS
F.F.
RER ELEVATIONS AND DETAILS
O2ND
EEVATIONS
12
TYPICAL ROOF COVERING PER SPEC
WATERPROOF WALL FINISH TRANWION VARIES
SEE ROOF
BY ELEVATION. REFER DETAILS AND SPEC$
PLAN
TYPICAL ROOF TRUSSES PER SPEC
TYPICAL ROOF INSULATION PER SPEC
O.W.
a ROOF
PLAN
TYP INr CLG
MATERIAL: PER' Sipii
AL PER
DIUP EDGE CRACK CONTROL AND WEEPS -
DRIPEDGEPEROODE OOMM.VEC
REFER DETAILS AND SPECS
TOP OF CALL.
REFER TO S�TfCTURAL
REFER TO ELEVATIONS
TDWALL
FOR TRUM TO WALL
TYP. INT. CLG.
CONHEcnON
71E BEAM
MATERIAL - PER SPEC
REFER STRUCTURAL
FASCIA PER CODE & COMM. SPEC.
REFER TO STRUCTURAL
TYPICAL SOFFIT FINISH PER SPEC
FOR TRIM TO WALL
TIE BEAM - RUB STRUCTURAL
CONNECTION
TRNIA PER MATION PER SPEC
r CMU BLOCK REFER STRUCTURAL
TYPICCAL SIUCCO FINISH ON BLOCK PER
8'CMU KOCK REFER STRUCTURAL
SPEC
TYPICAL STUCCO FINISH ON ROCK PER
TYPrAL INTERIOR WALL
SPEC
FINISH AND INSULATION
OVER BLOCK PER SPEC
TYPICAL INTERIOR WALL
WAINSCOT PER ELEV PER SPEC
FINISH AND INSULATION
OVER BLOCK PER SPEC
VERIFY FOUNDATION PROFILE. VMS BY
—
WAINSCOIT PER ELEV. PER SPEC
TYPICAL Lam
LOCATION / CONDMONS
VERIFY FOUNDATION PROFILE. VMS BY
RMSTIMICTURAL.
TYPICAL SASE
LOCATION / CONDMONS
VERIFY DETAIL FOR TERMINATION WALL
PER SPEC
REFER STRUICrUPAL
FINISH AT FOUNDATION PER ELEVATION A
VERIFY DETAIL FOR TERMINATION WALL
V�
MATERIAL
FINISH AT FOUNDATION PER ELEVNION AND
MATERIAL
�F�l
lw
lol— 11.
REFER TO PLOT PAN FOR SLOPE
CONFIGURATON
REFER TO PLOT PLAN FOR SLOPE
. . CONFIGURATION
TYPICAL 1 -STORY WALL SECTION
NOT TO SCALE
TYPICAL 2-STORY WALL SECTION
N07 TO SCALE
7/lr STUCCO OVER FRAME (SHEATHING, 2 LAYER
W.R.B., LATH AND STUCCO) - PER SPEC
PER & STICK BRIDGE HASHING. SHINGLE LAPPED
OVER STUCCO ACCESSORY
VINYL PLASTER DRIP SCREED - PER SPEC
INSTALL PER MANUFACIURER'S INSTALLATION
INMUCTIONS
CAP SHINGLE - DO NOT STAPLE OR NAIL
ROOF CEMENT
6W CORROSION RESISTANT BASE
FLASHING (TYPI
PRE-ENGINEERED WOOD TRUSSES SEE
STRUCTURAL AND TRUSS DRAWINGS FOR
SPACING AND CONNECTION DETAILS
TYPICAL EXTERIOR WALL ASSEMBLY - SEE
STRUCTURAL DRAWINGS
NOTE ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWINGS
ROOF TO HEAD OF WALL - SHINGLE-
ll�� 7- =
61021 " DEALOWIENT
00 NOT WALE TIM DR4065
VSIR� BUIDW ORIENIATION VTW
COOWTOR AND WE �ANS
SEF-OW CONST"TION. TIESE
DRAMS DO NOT CONIAN
$PECFlC NFORIATIO4 FOR
SIW-TLR& ELUlENTS (TO BE
PROMED By ENGNEER OF
RECORD). ANY DISCREPANCY
'DrENSIONS. OWENIAtION. ETC)
BETUEEN THESE DROAMS AND TOE
A-560CIATED DRUM$ &d/v 5
DRA&W SPA BE REPORTED TO
CONTPACTOR T ONCE AND NO
C06IRCTM SWALL FFOCEED
LWIL CORFECTED, TVE
C04TRACTOR AS&ktS TIE
FISPOWBIL Ty TO MET ALL
f,Er
.UMMMS OF LOCAL BUILDIN6.
OFFICLALS A TO COVLY UN STATE
BUILDW OOPEA
4-J
V
0
LIA
>
LLI Q)
w
0
(D
cr
CLU
C,40')
C13
LI)
c4e)
a
Q
z
<
09
FV-E-R S 10 -N' 5. 0
Iwo
A-3.21
HANDRAL8 SKALL NOT BE LESS THAN SVOR LVRE THAN 3r IN HEXIM
ABOVETHE STAIR NOSINCL
HANORMJSSHALLBEODNTNUOUSFERR0ffOFSTAF& HANDRAILS
SHALLBEI lir CLEAR OFALLADlADENT ROSH MATERIALSAND ENDS
SHALL RETURN TO WALL ORTERMINATE I Ifr-rINCROSSSEcnDw
ORAPPROVEDEQUNAUENT.INNEWELFOSTSORSAFE
HAMMAILSSHALLBEANDBENOOMWITHNOSHARP
EDGESCOANERS
STAIRANDWMaPRMMTNIM&IALLSATWfALL"DWO
"T:*
DBMMB(rAPPRDVOLFEMMSIENMFORTHEPRMMTF4EY
PRD61DE OR INSTALL
OUNIORAU SHALL NOTSE LESS ON to
THAN W IN HBW
THE HANDRAIL CONSTRUCTION SHALL BE ABL
LOAD OF 200 LBS APPLIED IN ANY DIRECTION
AMTHE70PPAL
OPEN RAILS SHALL HAVE INTERMEDIATE RALS OR AN
IrSAHEREMAY
HERE
OR HAW! ENTAL PATTE R N SUCH THAT A Ir OIAJ&l ER SPHI X
Nar PASS
GNIMPABBYHROUGH
THROW
0'WHEREM&Y
THE GUARDRAIL CONSTRUCTION SHALL BE ABE
NOTPASS
TO RESIST A CONCENFRAIED LOAD OF = LOS 14
THROW
ANY DIRECTION
THIS OVOM ILLUSTRATES THE
THEIRMINULAROPENINGSAT
SPECFICREQUVEMNFSOFTHE
STAIRTREAD,RISER.&WITOM
BUILDINGOOMANDISONLYANAID
SHIALLBESUCHTHATAVOIAMEFER
FORBUILDMDESWAND
94UEWMPABBIWIDLM
CONSTRUCTION
HANDRAIL/GUARDRAIL
CODE DATA
51-ALE: 1 117- V-0"
FIMSHEDSUWACE
EO.TREADS
SEE PLAN
W PLYWOOD TIE"
3/4'
Typ
w
SW PLYWOOD ROM
PANSION
2X12 NOTCHED STRINGER
GAP
l7e�
pJausTmomm.
WrIPEWV. RMATALLWALLS AND
CBMOFENCLOSEDUSAIX SPACE
UNDER STAIR —
LANDING/STRINGER DETAIL
SCALE: 11/2"= 1'-0"
FIMSHEDSUW4M
EQ.TREADS
&FRAMING
SEE PLAN
W. W.
3WPLYWDWTFEADS
16
WOSIORTBOARD
z
H,
a
w
2X12 NOTCHED STFINSER IS
STRINGIERSMATEACH
2K128TRWOM
5
STAIR FL"
IF)(PANSION
Ap
(TYP.)
5WPLYWOODRISERS
&4SPACER
L MZ(12STRIN(lERSTW`.
To-
ALLSECUR�
f.1
WAU.SANDCBMOF
ACT
ENCLOWUSABLESPADE
UNDEIISTMI
SEPA7. 1:47—j
FLOOR/STRINGER DETAIL
SCALE: 11/2"- '-V
I 1/4'MIN. 2" MAX. 11/4'MIN.-ORM. 11/2"CLA.
HARDWOODTOPRAS.
WALLBRACIIETAT
#-V O.C. MAX
BALUSTERS SPAM AT 4
3W O.C. MAX
at BL=KQ
-4-
am WALL WFD
HANDRAIL
SCALE: 11/2"- Y-0"
MATCHHEMOF
BASEBOARD —
SKIRTMALL DETAIL
SCALE: 11/2" V-0"
_314'1
,P
GAP TYP.
2d2 NOTCHED STRINGER
IER
INSTALLS(FIRESTOPATNIII)
SPAIN OF STRINM __::�
(S)V128TRINGERSTYP. —
AN TYP T QW. BD. AT ALL WALLS AND
CEKMOFENOLOSED USAIRLESPACE
UNDER STAIR
STRING E R/LANDI NG DETAIL
SCALE: 1112"- F-0"
0021 AtIH DEYELOFMW
DO NOT WALE THESE DR44066
VERFY BULDW. CREMATION VMT
CC,M4CTon AND SITE PLANS
BEFORE CON07FirTkDN, THESE
DROW4 DO NOT CONTAN
SPECPC WORtIATION FOR
STRJCTURAL ELEMENTS (TO BE
PROADED BY EWWR OF
RECORD) ANY DISCREPANCY
(DMN504, CREMATION, Et J
BETIEEN THESE DRAWNVS AND THE
ANOCIATED DR4,40435 &d/� SITE
DR41V" $RAL 5E REPORTED TO
CONTRACTOR 7 ONCE AND NO
CONSTRIX ON SHALL PROCEED
LNTL CORRECTED. THE
CONTRACTOR ASNPIES THE
RESPONSIBIL TTY TOME T ALL
RECUREt'ENTS OF LOCAL BUILDW.
OFICIALS I TO CC -PLY VTW 57ATE
WILDM CODES
%n
w
<
0
CC
0
Z
u
L)
(D
5
>
(D
cn
o
C)
m
DWONIM. I IRE
VERSION: 5.0
MISC. DETAILS
NW#
A-3.31
EXTERIOR
FIRM CMM SIDING OVER
TYVEr OR EQUAL
HOUSEWRAP OVER EK1130OR
SHEATHING AND PRAIVIING.
PER STRUCTURAL DWGS.
CWIDESELFADHERING,
SELF HEALING WATERPROOF
MBABRANE UNDER 2 LAYERS
OF BUILDING PAPER -
TAPEPJA CORNERS
CORROSION RESISTANT
METAL HEAD FLASHING
WITH WRAPPED ENDS
OVER BACKER MATERIAL
INTERIOR
6" WKX SELF
ADHERING, SELF
HEALING WATERPROOF
MIDABRANE
SHIM PACE PER
NANUFACrUREr
RECOMMENDATIONS
CAULKW-7YPCAL
WINDOWASSEIVAY
INSTAULEDWTTH
CONTINUOUS SEALANT
BEAD AT RANGE PRIOR TO
INSTALLATION
NOTE WINDOW ASSEMBLY TO BE FAMED TO
STRUCTURE PER WINDOW MANUFACTURERS
WALLATION REOARRIENIENES AND RECOMMENDATIONS
HEAD AT FRAME WALL
SCALE: B". V-0"
AAWqtyll
SELF ADHERING. SELF
HEALINGWATERPROOF
MDABRANE SILL
DAWCONTINUE e MIN.
UPJAm__
saERIOR GRADE*
SEALANTOVER
BACKER MATERAIL— -
FIBER CBAENT SIDING
OVER TWW OR EQUAL
HOUSEWRAP OVER
EXT31011 SHEATHING
AND FRAWIIING PER
STRUCTURAL DWGS.—
INTERIOR
W14M ASSBALY INSTALLED
WTIH CONTINUOUS SEALANT
MAD AT RANGE PRIOR TO
INSTALLATION
CAULKINGTYPrAL
IX2WOODDAM
WALL PLYWOOD,
PAINTED RACK BEHIND
WWDOWS AT
DObMTYP.
NOTE WINDOW AMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURISRS
INSTALLATION REQUIREMENTS AND REDOWANDATIONS
SILL AT FRAME WALL
SCALE: �"- 1'-0*
HORIZ LAP NG INSTALLED
FOR FROG. PER
M IR
HORIZ LAP SONG INSTALLED PER MFR'S
FOR FRIAG. PER
Mm INSTRILM / BUILDING
NG
STRUCTURAL DETAILS
mmucrioNs o/ BUILDING PAPER Q/
STRUCTURAL DETAILS
,7G
PAPER 0/11SHIECEA7H AS
—GYP. BD.
SHEATHING AS OCCURS (PER
Y B�p"'.
GYP. ED.
OCCURS IPER STRUCTURAL
MLCMRAL DETAILS)
DETAILS)
'i
LAP BUILDING PAPER MIN 7
o/ GSM DRIP EDGE FLASHING
STUCCO FINISH COAT o/
F OAM TRIM SEE ELEVATION
24 GA GSM DRIP EDGE FLASHINIG�
2x6
CIE & WATER SHIELD AT CORNERS.
ERS
2x6
2�6
EXTENID C UP WALL
IXWD.TRIM
WOOD TRIM SEE ELEV FOR SEE—
�+_
TRACKASSBABLY
SWEALANT
2x RES DR. HEAD
Zc RES DR. JAMB
lw�y/
GARAGEDOOR
JAmW2SmFRlP
GARAGE DOOR TRACK
GARAGE DOOR
OVERHEAD GARAGE DOOR JAMB
SCALE, 1/7- 1'.0'
OVERHEAD GARAGE DOOR HEAD
5CALE: 11/2"m I'-V"
EXTERIOR
FIBERCEIAENITSIDINGOVER7W
OR EQUAL HOUSEWRAF OVER
EXTERIORSHEATHINGAND
FLq" PER STRUCTURAL DINGS.
CMDESELFAMEII
HEALINGWATISIRPROOFMIENABRAINE
OVER BOTH LAYERS OF BUILDING
PAM
WE" GRAM SMANIT OVER
BACKER MATERIAL
CWIDESELFADHERING,
SELF HEALING WATERPROOF
MEAABRANE
INTERIOR
MVACEM
MANUFACTURES`
MXXIOAMBIDATIONIS
CAULKING -TYPICAL
WINDOWASSEMBLY
INVAULEDWUH
CONTINUOUS SEALANT
BEAD AT RANGE NWA
TO INSTALLATION
NOTE: WINDOW ASSBABLY TO BE FASIENED TO
STRUCTURE PER WINDOW MANUFACTURERS
MALLA71ON REQUIREMM AND RECONINIENDATM
JAMB AT FRAME WALL
5CALE: 3"- I'-V"
1Y SM PAPER o/ STRUCT SHEATHING
SEALANT
WD TRIM SEE BIN. FOR SIZE
TYPE lY RUG PAPER o/ MOISTOP
(C MIN. LAP) o/ WINDOW FINISH
S EALANT
SUDING GVM DOM
FR"
SLIDING GLASS DOOR HEAD
$CALE: 3"- 1'-0"
42021 A� DMLOPMENT
DO NOT SCALE Y-ESE DR4UNS5
VERFY BUILDM ORI ATION UTW
C04PRACTOR AND SnE PLANS
BROW CON67ftrT , THESE
DRAUWA DO NOT DONIAN
SPECIFIC NFORIATION f ANY
SIRLCUIR4 ELEMENTS (TO BE
PROVIDED BY MNEER OF
RECORPI ANY DISCREPANCY
(DRIENNOWS ORIENTATION. ETCJ
BETWEEN TRE61 D"OrsS AND T
ASSOCIAIEP DRAVW SWIV $TTE
DRAWW'S 5kAL BE REPORTED TO
CCNTRACTOR T ONCE AND NO
CONSTRLIC ION SkALL PROCEED
LINTIL CORRECTED. TWE
CONTRACTOR ASSLMES Y4E
RESPCNl58lLlTYTO�lEFT
REM MENTS OF LOCAL BUILDM
CfflCIALS I TO COMY VTW STATE
BUILOW, CODES,
7,S
w
TV
F"n
LL,
,It
CIA
C.2
Cc
ce)
Lr)
U
z
L)
-n
(D
>
(D <
W
0
04
pl- l'-pi
cyl m N
7 -1
I — I - I
[*"ON: 5.01
..C. DETAILS
A-3
GENERAL STRUCTURAL NOTES:
1. ALL WORK SHALL CONFORM TO THE 2023 8th EDITION OF THE FLORIDA (INTERNATIONAL)
RESIDENTIAL CODE AND APPLICABLE COUNTY CODE AMENDMENTS. STANDARDS LISTED IN
STRUCTURAL NOTE SECTIONS REFER TO THE VERSION AND EFFECTIVE DATE IDENTIFIED IN THE
REFERENCED STANDARDS CHAPTER IN THE GOVERNING BUILDING CODE NOTED ABOVE.
2. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS. SHOULD CONFLICTS
EXIST BETWEEN THE DRAWINGS AND THE STRUCTURAL NOTES, THE STRICTEST PROVISION
SHALL GOVERN.
3. THE STRUCTURAL DRAWINGS FORM AN INTEGRAL PART OF CONTRACT DOCUMENTS, WHICH
INCLUDE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, AND CIVIL/SITE DRAWINGS,
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONSMETAILS 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 DEVIATION$
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT,
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE,
9. THE TERMS'CONCRETE SCREW ANDIMASONRY SCREW SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SMALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILT[ KNIK-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,
1 l.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 (w/ STORAGE) =20 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) -=10 PSIF
ROOF BOTTOM CHORD DEAD LOAD 10 PSF
FLOOR LIVE LOAD =40 PSF
FLOOR LIVE LOAD (SLEEPING ROOMS) �-30 PSF
FLOOR DEAD LOAD �= 15 PSF
DECK/BALCONY LIVE LOAD �40 PSF
NOTE TO TRUSS & I -JOIST MANUFACTURERS - ROOF & FLOOR SYSTEM DELEGATED DESIGN
SHALL CONFORM TO THE FOLLOWING DESIGN STANDARDS:
LOCATION
I
TOTAL LOAD
I I
LIVE LOAD
MAX TOTAL
DEFLECTION
I ROOF TRUSSES
I L/240
I U240
1.
I FLOOR JOISTS/TRUSS
I L/360
I U480
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 U600
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
BASIC WIND SPEED MPH
EXPOSURE CATEGORY
INTERNAL PRESSURE COEFFICIENT 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS
SEISMIC DESIGN CATEGORY
4. EARTH PRESSURE LOADING:
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP PCF
WALL BRACED AT TOP -55 PCF
5. GUARDRAILIHANDRAIL LOADING:
ALL GUARDRAILIHANDRAILS SHALL MEET 200 Les (MINIMUM) CONCENTRATED FORCE APPLIED
IN ANY DIRECTION. IN -FILL COMPONENTS OF GUARDRAIL SHALL MEET 50 PSF. THESE LOADS
ARE TO BE EVALUATED INDEPENDENTLY AND ARE NOT TO ACT CONCURRENTLY WITH ANY
OTHER LIVE LOAD. DEFLECTION OF GUARDRAIL SHALL MEET THE CRITERIA SET FORTH BY THE
INTERNATIONAL CODE COUNCIL EVALUATION SERVICES (ICC-ES) AC 273 - 'ACCEPTANCE
CRITERIA FOR HANDRAILS AND GUARDS."
CONCRETE NOTES:
1 . STRUCTURAL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE PER ACI 332 'RESIDENTIAL
CODE REQUIREMENTS FOR STRUCTURAL CONCRETE".
2. CONCRETE PRODUCTION AND PLACEMENT SHALL CONFORM TO THE REQUIREMENTS OF ACI 332
"RESIDENTIAL CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" EXCEPT AS MODIFIED BY
STRUCTURAL REQUIREMENTS NOTED ON THE DRAWINGS.
3. CEMENT SHALL CONFORM TO ASTM CI 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-61 5 GRADE 60.
6. REINFORCEMENT SHALL BE FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT', ACI 315 - AND 'MANUAL OF
ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES', ACI 315R.
7. REINFORCING STEEL AND WELDED WIRE FABRIC SHALL BE PLACED WITH MINIMUM CONCRETE
COVER AND TOLERANCES AS FOLLOWS:
SLAB,014-GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-1 /2" MINIMUM COVER AT EXTERIOR CONDITIONS
CONCRETE (FOUNDAIM AGAINST EARTH: 3,,
FORMED OONCRETE: 1-1/2- (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8"
8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS..
9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS D1.4 SPECIFICATION.
CONCRETE NOTES (CONTINUED):
IO.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 118'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 V 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-Wl.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1 064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE I /TTO 2-114" 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 C 1116. 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 OWNER'S 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 SMALL 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 ARCHrrECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK.
BACKFILLING:
I . DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED.
3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTIM D1557), IN LIFTS NOT EXCEEDING 8 INCHES.
MASONRY NOTES:
1 . CONCRETE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530, 'BUILDING CODE
REQUIREMENTS FOR MASONRY STRUCTURES" AND SHALL BE CONSTRUCTED IN ACCORDANCE
WITH ACI 530.1, "SPECIFICATIONS FOR MASONRY STRUCTURES."
2. CONCRETE MASONRY SHALL CONFORM TO ASTM C90 AND HAVE A MINIMUM COMPRESSIVE
STRENGTH Fm = 1,500 PSI U.O.N. MASONRY SHALL HAVE A TEXTURE SUITABLE FOR STUCCO
APPLICATIONS WHERE ARCHITECTURAL DRAWINGS INDICATE STUCCO APPLICATION.
3. CONCRETE MASONRY UNITS SHALL BE LAID IN RUNNING BOND.
4. MORTAR FOR ALL MASONRY SHALL CONFORM TO ASTM C270 WITH MINIMUM COMPRESSIVE
STRENGTH OF 2,000 PSI. MORTAR BELOW GRADE SHALL BE TYPE M. ELSEWHERE MORTAR MAY
BE EITHER TYPE M OR S UNLESS SPECIFICALLY INDICATED OTHERWISE. USE EITHER PORTLAND
CEMENT/UME OR MASONRY CEMENT FOR MORTAR.
5. GROUT SHALL CONFORM TO ASTIM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSI.
6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.
7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SMALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS
NOTED OTHERWISE. REINFORCE CMU CORE AT CORNERS, EACH SIDE OF CONTROL JOINTS AND
EACH SIDE OF WALL OPENINGS WITH (1)45 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'
101,
#5
25"
3-3/,V'
10,
#6
34"
4-1/2'
ill,
MASONRY NOTES (CONTINUED):
10. REINFORCING BARS SHALL BE HELD IN POSITION BY WIRE TIES OR OTHER APPROVED MEANS TO
ENSURE DESIGN LOCATION AND LAP. PLACE BARS AND LAP PRIOR TO GROUTING.
11. GROUTING OF MASONRY WALLS SHALL CONFORM TO RECOMMENDED PROCEDURE FOR "LOW
LIFT GROUTING" OR "HIGH LIFT GROUTING"AS OUTLINED IN THE NCMA-TEK 3-2A - GROUTING
FOR CONCRETE MASONRY WALLS AND ACI 63O/ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS.
12. LIFTS OF GROUT SHALL BE KEYED 4 INCHES INTO THE PREVIOUS COURSE OF MASONRY BELOW.
13. MASONRY BELOW GRADE SHALL BE GROUTED SOLID.
14. CONTRACTOR SHALL BRACE MASONRY WALLS TO RESIST WIND LOADS UNTIL FLOORS AND
ROOFS ARE IN PLACE, AND THE MASONRY HAS REACHED 75% OF THE REQUIRED STRENGTH FM.
BRACING SHALL BE PROVIDED IN ACCORDANCE WITH OSHA - CONSTRUCTION SAFETY
STANDARDS FOR MASONRY WALL BRACING AND NCMA TEK 34B - "BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION."
WOOD FRAMING NOTES:
1 . STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.� (NDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION."AND
SHALL CONFORM TO"VOLUNTARY PRODUCT STANDARD 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/ZDAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 71, 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-xO.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 I/Z'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:
F,= 875 PSI F = 425 PSI FT = 450 PSI Fc= I ISO PSI Fv= 135 PSI E= 14DO KSI
WITH THE MOISI�YRE 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:
Fs= 1100 PSI F�=SSSPSI FT=675PSI Fc=1450PSI Fv=175PSI E=14OOKSI
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
Mr)ROLLANI LVIL PARALLAM PSL I[-) TIMBERSTRAND LSL
E = 2" KSI E 1800 KSI E 1300 KSI
FB = 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 EIS OF EQUAL OR GREATER SECTION
DIMENSION TO THE PSL COLUMN AND OF EQUAL OR LESSER HEIGHT
10. FLOOR SHEATHING SHALL BE 23132 INCH, APA RATED SHEATHING. 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 MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.1 31"x2-1/2" COMMON NAILS AT 6 INCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
1 l.FOR INTERIOR WALL HEADERS PROVIDE (l)-2X JACK STUD AND (I)-2x KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (l)-2x JACK STUD AND (I)-2.x KING STUD, MINIMUM,
REFER TO CHART BELOW U.N.0 ON DRAWINGS:
WINDSPEE OF
� = 140 EXP. C
F�w_ALLHEIGW
8FT
9FT
10FT
STUD
SIZE
HEADER SPAN
IT
4
lJ/lK
lJ/lK
IJ/lK
6
I
lJ/1K
lJ/lK
lJ/2K
8
lJ/IK
1 J/2K
U/3K
0
lJ/2K
lJ/2K
1J/4K
2X4
12
1 /2K
lJ/3K
IY14K
4
lJ/2K
1 J/4K
ENG
1 6
lJ/3K
1 J14K
ENG
18
1 J/3K
ENG
ENG
WIN SPEED OF
OF
< = 140 EXP. C
C
WALL HEIGHT
8FT
9-
9FT
1 OFT
10-
STUD
SIZE
HEADER SPAN
(FT)
4
lJ/lK
I FJ/1 K
lJ/lK
6
lJ/IK
lJ/lK
1,111K
8
lJ/lK
lJ/IK
lJ/lK
10
lJ/lK
lJ/lK
lJ/lK
2X6
12
lJ/lK
lJ/lK
lJ/lK
14
lJ/lK
lJ/lK
/1K
16
lJ/lK
lJ/lK
IJ/iK
18
lJ/IK
I lJ/IK
lJ/1K
13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16" D.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SMALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MIN.) @ 24- D.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERSIBEAMS SHALL MATCH THE
GIRDER/BEAM PLY COUNT WITHIN I1Z 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(1).
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 CEMENTMOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-I 495 THE SOFFIT WILL COMPLY WITH R703.1 �
PRE-ENGINEERED ROOF TRUSS NOTES:
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 MANUFACTURER'S DELEGATED ENGINEER.
2. ROOF TRUSSES SHALL BE DESIGNED FOR THE SUPERIMPOSED LOADS IDENTIFIED IN THE
DESIGN CRITERIA NOTES SECTION.
3. THIS PLAN IS DEVELOPED FROM THE REVIEW OF MASTER TRUSS FILES. ANY LOT THAT DEVIATES
FROM THE MASTER TRUSS FILE ON RECORD,OR FOR PLANS FIELDSTONE AE IS NOT
CONTRACTED TO PERFORM TRUSS REVIEW ON, THE CONTRACTOR IS RESPONSIBLE TO ASSURE
THE DIRECT COMPLIANCE OF TRUSS MANUFACTURER LAYOUT TO THESE DRAWINGS & VERIFY
ALL TRUSS CONNECTORS ARE SUFFICIENT TO WITHSTAND THE UPIJFT/LATERAL 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 FLXTURES, 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. SOFFIT$, 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
KM CONCRETE:
A 1/2'x6" TITEN HD WITH 1-3/4" MIN IM UM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT INTO
CONCRETE.
A 1/2'THREADED ROD SET-3G EPDXY 7" EMBEDMENT WITH 1-3/4" MINIMUM EDGE DISTANCE AND
7-1/2" MINIMUM END DISTANCE IS A DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR
BOLT WITH 7" EMBEDMENT INTO CONCRETE.
INTO GROUT FILLED MASONRY (GFCM!D:
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 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT U-O" D.C.; LIKEWISE A
1/2"x6"TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8- MINIMUM END DISTANCE AT Z-8-
D.C. REPLACES A 1/2"DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" D.C..
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE:
BASIC WIND
SPEED(MPH)
MAXIMUM
SPACING
� 140
61.0.1
140
11-61
150
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- I.G. NAILS). WHEN GAP IS GREATER THAN
1-1/2". INSTALL NEW ANCHORS.
MASONRY WALL OVERHANGING SLAB
BLOCK OVERPANG REPAIR
-5/8" NO REPAIR REOD
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 91111JI STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH
GREATER THAN 25% OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS;
OR WHEN A HOLE IS DRILLED/BORED TO A DIAMETER EXCEEDING 40% OF THE STUD WIDTH IN
BEARING WALLS, OR 60% OF THE STUD WIDTH IN NON -BEARING WALLS. IF THE MAXIMUM
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 (1 2)-1/4"Xl -1 /2" SDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 NTH (I 2)-1/4-X3- SOS SCREWS, WHERE
"#" CORRESPONDS TO TH E NUM BER OF STUDS IN TH E MULTI -PLY.
AT TOP PLATES: A HOLE, CUT. OR NOTCH THAT IS GREATER THAN 50% OF THE PLATE WIDTH IS
REMOVED FOR PIPING (EXCEPT WHEN THE SIDE OF THE WALL WITH THE NOTCH OR CUT IS
COVERED BY WOOD STRUCTURAL PANEL SHEATHING), OR THE PLATES ARE CUT THROUGH. THE
REQUIRED REPAIR IS A GALVANIZED 16-GAUGE METAL TIE THAT IS AT LEAST 1-1 /2"WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
000 Fieldstone
IN
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# EN%x1114F_&n1114%
No. 86
29349
13 IBRAHEM ELAYEB, PF-,
P.E.# 91476
0 BENJAMIN NIESE, PE
0
P.E.# 86025
05/24/2024
DATE
W
2 -
.2
E_
Z
%
E
Michigan
3400 Aubum Rd
Suite 200
Aubum Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
't
0
z
Z
00
SWAT
.. 11M
ON -
DRAWN BY: I
VERSION: 5.0]
SHEIETNAME
COVER SHEET
SHEEr#
SO.1-140
FUMPOMM
RMMU
v-W
mmiww"OrON
2STORY
ow
WORY WAL FM
11/01/2023
F��010
CIIIIIJIMPot MCCLPER
PUNII
MOOLPER
VER.01'.1131 RM
RM PAM RM N wMeffff. PIR
VOT.18F.PER
a RMNWAE KM
2�
CMMFWM 0 w
5 2
RPLM
RRPLM
PER PLAN PER PLAN
ONIM RININ PER PLAN
F03C WSMRY CMER WLUMN 2/28/2022
F11 033
rCKMFENEPERRAN
P1110=01101lux= I'CIIIIIIIINIIHIMME
Rama -9-(r P1110=011=11M
;I, z
:..J
OM#4=011
V-4- C& am
2 STORY 2STORY
WMOR W" WAL @ NNE M01/2023
FIVIM-M
00011PERrm
OURFOW
I LF IF
"Iv,
an@
2 STORY
9MOR DOOR SILLS
MMURORMIMME ftwxwwP.T.1LIW
WKWIA RPUIII
we"PERM
wmr
'%MaWL004
rckAw.1118F.PERRM V VEIFAWSPIM
101/2,
RMCLIKI I'ME)DA011CM)RO
a-O*
am
SI.0K
&D
1lMWWR&%fRMCW.0N WROMINLIB WMI]CM0004 007.01M
ow am
2 STORY
1111811111 1188111womw
SITW�IE DI"OR RECWD SILL 11101/2023
FMM-060
q TALI
DOORPERPM OPERVIM - WALL&FM
FOMPERPMMMM MINWIXICFEIEW13I FIG RMYALWiP.T. OLL RAIL hFINIEVALOPTSURK NCHORIMISIMMKIIEEGMA
own WHEN OA FERRM
Z FIRM NMUA
PAMPERNIMMOM owem. WIVIFUN
.0, WFMFLM
am 0101111111I
we
HOW
9
3' J.V OWCOKONOMPIWAT2
ow-
L 2STORY
W am@ RMOMMM
2STORY -15111011131,004
.11011111MIROW 2 STORY
2128/2022 F00 \THICOED SLAB @ GARAGE MON BEARING) 11/01/2023 F0-.q-)THIC0ED SW @ GME PEMING) 11101/2023
F�rM NO; TO SCALE FI;r080 NO; TO SCALE Fz-;90
WXF. sammompER wommomeam
MIKE. PRIMMKIRMUFNIN MN0WWU1PVIXEEkWE&%E
FRMFEM 1879=111167000WLY141 SEASOWSMSM
ow nowm IRIMOF11EUMMM
rmr
FM WIT
WAIE
A. UWCFWWIWWM
UMCF=ff.10
I COML40PER OWMFLI
RM FAVROOMWADEFAM x
3210101311113111WKY . -:�7. .1 MWOFEWFEII
V01"DIXIEUS -/�
MWORM118=811AMM �NALIIWLDA WDINFUN RM
PER PLAN
S---1,THICE!NE1 SLAM @ INT. WAU (BEMING) 11/01/2023 W EDGE @ SCREENED IN ENCLOSURES 11/0112023 REINFORCEMENT @ FM. CMNSS 11/01/2023
I
CALE F �Zl 13 FGG-12o
N. 8� 8
0XL4BFEAPLM moff ' scpinm
POEMUMPFF'
PICIRM.,
IIIEVEN 1111101MRIOLORM
MMRNHFBE&4
F91EIMMUNPIKE WROM
LOOPIE affiam
FVCMRYE'
FROIff NXIM19IRFERRAN
SEE FOUNDATION PLAN - 9 1/4*
SEE FOUNDATION PLAN FMILOFE8160d0fil
ot u-0-
----------------------- - ------------ �*
'AWLIXIANDIFIELD
&BETANNG IENERTION - CIVU 1111212021 SRE�CESS IN SLAMB @ SHOWER 2/28/2022
FMM-130 FIX460
ORD Fieldstone
0
C.O.A.# ARCHITECURE: -
AA26002802 C--
C.O.E.# ENGINEERING:
29349
0 IBRAHEM ELAYEB, PE-
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
10
No.
.,0 STATE OF
a 101M.
.1
21 t
t '2
9-6
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
I:t
0
z
2 Z
z
Q
U LU
< to)
<
r r7l
co r-
0 In IN
F —1
L
DRAWN
VERSIOIN. �5O
FS—HEETNAME
FOUNDATION
DETAILS
SHEFr#
S1 .0
164y
24�x24NI2"CONC. FTG. w/ #4 —
BARS 0 1 T O.C. EA. WAY US
VERIFYM.O. VERIF�Mo. � I
to
0
EN C1. FIE
is
$ "T
to; P —
—:7 — 4'-T 3"'- 3'-10" 1 4�(Y
9
9
— 2?
Q�
IV I YERIFY M.O. I
0 M.O. 4,
c4
4;
T
01-01
12'-2 1/2* T-63/4- 51-5112, 4'-T 4'-7114-1
2?
--
---------------------------
--------------
&D
F— — — —
— — — JF*
q
El
Ci.
M
F — — — — — —
1 20'-11 1/2'
VARIE�
RIF
MA
He
[07 .,VERIFY
.1 2-
'MO
0
VE
R101FY
-0
6
0
-7
FW
(FIN
R14
24*x24xi 2' CONC.
FTG. W #4 BAR$ @
t2" O.C. EA. WAY
10
? T41
--j
MEN
VERIFY MO.
20-1�
30'-0"
FOUNDATION PLAN - ELEV. "I"'
SCALE: W-V4
NOTES:
1 3 CONCRETE SLAB ON GRADE OVER VAPOR BARRIER
2� R E1/F2E'RENCE FINISHED FLOOR ELEVATION � (Y-0"
3. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES
CIRO Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
E3 IBRAHEM ELAYEB, PE-
P.E.# 91476
N BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
NW1 IN
No. 86
40
E OF
XOR19
0
//10NAL
I11111111"
E
N -6
Z b
'Fiel&tone
Michigan
3400 Auburn Rd
Sufte 200
Aubum Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
0
Z
0
04
q
04
L�u
U
LU
S
N
04
-j
�RAWN BY F FA7E
VERSIO
SHEET NAME
FOUND ION
PLAN - SUB
SHEET #
S1.11
CONTINUOUS UNTEL OVER -
MASONRY COLUMN. DRILL 3�
HOLE IN BOTTOM OF LINTEL
AND E)(TEND VERTICAL
REBAR THROUGH LINTEL.
25 SH 26 SH I I
OF is 01111111M
�j UNTEL RECESS 25 SH
LINE OF FLOOR ABOVE 2868 DOOR
j8F16-OB/IT W LINTEL PIECE
.3068 DOOR
3010 TRANS ABV. POUR SOLID
LINTEL RECESS
3080 DOOR 11134 SH
LINE OF FLOOR ABO'-
LINE OF FLOOR ABOVE
---------- -
POURSOLID POUR SOLID
16070 OHGD
FIRST FLOOR WALLMEADER PLAN - ELEV. "I"
SCALE: 1W=V-T
NOTES:
1. REFER TO DWG SO. I FOR GENERAL STRUCTURAL NOTES
UNTEL MD BOND BEAM LEGEND
&
mmom
LwmK
L
IEW
wmwym
116MArTIP1101.0)
1-1/2"CLEAR
Cw
0
z M
AFMATOMOFI.Ma.
7-5/8"ACTUA?"
8. NOMINAL HEIGHT
ORO Fieldstone .........
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING. No. 8602
29349
13 IBRAHEM ELAYEB, PE
P.E.# 91476 40
OF 4,
0 BENJAMIN NIESE, PE ki
P.E.# 86025 4$,-
41
05/24/2024 NAL
DATE 111111%\\\
E'
&
v 8
0
E
E
Michigan
3400 Auburn Rd
Suite 200
Aubum Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.heldstoneae.com
It
Cq
z
2 Z
tz
W
w
en N
F- —i
L
DRAWN BY: I FAE
VERSIO
SHEET NAME
FIRST FLOOR
WALL/HDR PLN
HEET #
S2.1 ]I.
META16 —\
FA-M-11IIIIIIII
MUM
I
am
41"
sm
I
owilwa
WIN
sw
NM
ON
an
6
U,
OR GIRDER PER UF
A422 0 HANG
PER MANUF
THA422 OF I HANG0 I I I I
PER MANU F.
OR GIRDER PER MANUF
,16"L-
F(2) 1 —3/4'
OR GIRDER PER MANUF.
:2
us
U1
IF m
L15 Sim.
OR GIRDER PER MANUF.
IT-S'
1 OR GIRDER PER MANUF
1
1
11 11 11 11
@ FLOOR TRUSS: ZK VERTICAL
— �
KI
REQ AT THIS LOCAT10N FOR 2nd
FLOOR STRAPPING. DESIGN FOR
A CONCENTRATED REVERSIBLE
WIND LOAD OF 2,01XI LB
FLOOR/LOW ROOF FRAMING PLAN ELEV. IT'
SCALE: 11C=1'-V
NOTES:
1. REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG S4.11 FOR ROOF SHEATHING REQUIREMENTS
MWA-511
ELWA
WW
NEW"-
�Iqa
�Itz
HTS1 6 TO (2) 2.4 BUILT
Up COLUM DTT2Z C
b
BASE OF COLUMN wl IS
IMNI-1/2"SDS & 1/2"
ATR SET_XP EPDXIED
TO TOP OF CMU WALL
BELOW, MIN. 6' EMBED
HTS16 TO (2) 2x4 BUILT
Up COLUM. DTT2Z 0
BASE OF COLUMN w/ (8)
1/4"xl-1/2* SDS & 1/2"
ATR SET-XP EPDXIED
TO TOP OF CMU WALL
BELOW, MIN. 6" EMBED
riv'� - rw'�
KikT--+ — -7��)
ROOF FRAMING PLAN ELEV. III
SCALE:
NOTES:
1 . REFER TO DWG SOA FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG S41 FOR ROOF SHEATHING REQUIREMENTS
Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERINar:---
29349
0 IBRAHEM ELAYEB, PE_,
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
TWN0Z
UNLESS OTHERWISE NOTED ON PLANS:
I . ALL TRUSS STRAPS TO MASONRY ARE TO
BE META16
2. ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H10A. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.SA TO BE USED To MULTI -PLY TRUSS,
(1) EACH SIDE W13d NAILS MIN. SIMPSON
H2.5A MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL w1&d MIN
3. ILO TYP METAL TRUSS CONNECTORS,
FRAME SCREWS 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)
SDW`C1 5M AT EA. PLY
C) (1 1 SDWC15600SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DBL TWIST STRAP TRUSS
CONINE IONS (LTSIMTS/HTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
OMMER
FOR PLAN S 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
CONNECTOR$ ARE SUFFICIE
WITH
,MPO:TAND THE UPLIFT/LATERAL LOADS
ED
IF ANY TRUSS CONNECTOR SHOWN IN THESE
DRAWINGS CAPACITY HAS BEEN EXCEEDED.
THE TRUSS MANUFACTURER SHALL NOTIFY
THE ENGINEER OF RECORD IMMEDIATELY
M NO.
0'
STATE OF
4: z
STATE OF 4,
"AlORI'D
WAt
1//,, NAL
11111110\
2 E
5— �SA;25
2 _E f
Z;
E
Michigan
3400 Aubum Rd
Suite 200
Aubum Hills, Ml 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
fieldstoneae.com
't
E-1
0
z
0
P
W
z
:z
V)
00
C)
U
w
cc
<
C4
=)
rz
rT1
C)
co
r—
en N
01
L
STRUCTURAL SHEATHING SEE PLAN AND
DETAILS FOR �ii7A�HME
PRE-ENGINEERED 111119=91101111010URNIn
1 1/2' WOOD TRUSSES MWFMAT110111131T 4*-14* 4'-14*
AT 24" D.C. MAX.
3-
'OR 1/4'
2� BLOCKING AT 2x RIBBON BOARD
SHEATHING EDGES / (3) ATTACHED TO TRUSS
w/ (3) 10d NAILS, 24'
8d NAILS INTO TRUSS D.C. CENTER MAX. -OR- .4' 3/4'
291001110MATMEM1111111W TRINATI1110tM.
NAIL PER TYPICAL CONTINUOUS STRUCTURAL ALIOMMEIDEWMIDXW.UL�MUEOFMIM
CONTINUOUS SPACING
STRUCTURAL SHEATHING 69.0m
SHEATHING NAIL PER (410dwAilwormmwx OPTIMAL OPTIMAL
SHEATHING DETAIL NAM 221/2' TRUSS OR
TYPICAL SHEATHING DETAIL W.*EUM$Offm=nV&LRVNMCNM�atm
TYPICAL TRUSS TYPICALTRUSS F1311IMSEGINIXTAL MNMMWWKBWMML i IM79MUNC�Ml=IDIWRMQNMOFTIEVAL TRUSS OR A OPTI FTER TRUSS OR RAFTER TRUSS OR RAFTER
ANCHOR PER PLAN DETAIL AT TRUSS HEEL � 9 =1W ANCHOR PER PLAN P91TOMIMNMX 9MBIWWXMIMIMINOXWORIMMOFAM BTL 3(r M RAFTER
969"MCMIrpmn (2) SD 1 (2) SDWC15600 (2) SDWC1 5600
NOTE'. FINIIIIIII30FUR RIMOMPS nmiw&Llm�WFULM01010PRMWMWMM SDWC15600
R ERTOARCHITECTU DRAWINGS AND/OR TRUSS MANUFACTURER DRAVA� =KoxnKLMWM=MWMIWW
SEFECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGSS �FOR www"OKMERMNO FUN OVERHANG T -VER= 1) OVERHANG OVERHANG
STRUCTURAL SHEATHING. SEE DEMFORMUCHM PER PER PER PLAN PER PLAN
PLAN AND DETAILS FOR 1/2'-13/4" 3/4'-1 1/4" 3/4'-1 1/4' 1/21-1. 1/2"-l" 1/2"�7/8' 112"-7/8"
1'2'
AT
'31
Us,;
J,
IIN. C. "I'LIN IaIa
MU
D
X W4. +
L
CA,
T I TP L
A
RA ER
WC1_
SD' -W FIHA It
�AN. -VE, P E P NG ERHAN.
_PE ER LAN PLAN
tlll-1 3/4 3,4._l 31,1. /,�7/8-' 112'-7/.'
ATTACHMENT FREBOSIG)WOMMMATIlf0t, NIQUISMC111IF"TINS DMWWMCMFM70A (IM11MCNIIIIJIM 08LEMCMIRSINTIOND
PRE-ENGINEERED WOOD am Mw"MwMMq mmunwrRIUM lammmmaq MONLEDTWOJGHWMWBKMTOPFIA7E
TRUSSES AT 24'O.C. MAX. TROMIDIORPEIRM IISTALrAMTOPROKIMTKIRIWIFISt IM11IMTOPPLATENITITRaIRIFS IIIIIIIIII.Ow"TOPRawm MTALL1FMMPRMKM7KG1RVS
TRUSS ANCHOR
PER PLAN
gmSCIA, (SEE ARCH DWGS)
FA F91TffM%EiMDEFAL
hU
BOND BEAM
PER PLAN DETAIL AT TYPICAL TRUSS M7ALffTYPCL7Mw4HEEL<
�j HEEL � 91/4' 0000 1 M M w]
ROOF TRUSS ON MASONRY 11/01/2023 ROOF TRUSS ON FRAMING 11/01 23 TRUSSRAMR TO DOUBLE TOP PLATE SCREW CONNECTIONS 11101/2023
_"o RWW-020 RWW-030
Tmp""
Euk 0 a mwwww
OMMEffiff7w
VIM
MOWTUNillrOt
TRUSS VALO SET OVER FRAIVIE 11/01/2023
K::�/140-; TO SCALE RWG-M
VARUMMOK24voAzI1412d
SIREMRSEEK
j
DDIISIiIIFERPLMAND
Im3m
SIVIIIIIISPERPUIll
rCMWILLSEPIMFORVOIT.
WIA19RDINIS
(Z�_ WAL BRACING @ NON-BRG. EXT. W&L Waffiq 11/01/2023
07 SCALE RX-_070
R13 .. Twswrem
N.T 1.
CONTINUOUS CONT. 2X4 ./ (2)
CONT. 2X4 IMIN) wl STRUCTURAL IAILI
SHEATHING PER PLAN ITA
._ML
(2) 10d NAILS L
P
PER PLA
STRUCTURAL _\
SHEATHING, SEE SHEATHING N
"RE.
USS
FIER
ENT OVERHANGS GREATER THAN' ss 0"Tell
I TOENAILS C& ATTACH TO GABLE DROPPED TOP CHO TO MANUFACTUUER
PLAN FOR 2X4 OUTRIGGER AT 24" O,C� REDD SEE REQUIRED
A TACHM
T BRACING PER TR
d EA RD
D (2) A35 C& EA.
S' D.C. TRUSS TO W/ TYP TRUSS CONNECTOR PER PLAN ... TRUSS w/ (3)1 Od
TOP PLATE HORIZONTAL 'BRACE, OUTRIGGER VALAM131RAMMMOPQC
I ONEIEA. SIDE TOENAILS ffiV#N*MUPMW OWNWASMIATOMWIM101i
WALL FRAMING ALONG Top PLATE SH. STRUCTURAL —
ALONG TOP PLATE SHEATHING PER PLAN DROPPEDT 3ABLEm
PER PLAN REDD AT 170 MPH OR GREATER I
WOOD 2X4 BLOCKING @ CONT. 2X4 (MIN.) W/ , I
EDGE NAILING
SHEATHING EDGE
(2) 10d NAILS
IN LIEU OF BLOCKING AND
W/ (2) 10d @ EA.
EDGE NAILING SHOWN
END TO ADJACENT
2X4 LADDER FRAMING AT
WITHIN THE GABUE,rr IS
TRUSS WEB
(OR BOTTOM
24* D.C. REDD AT
OVERHANGS UP TO 15".
ACCEPTABLE TO USE
CHORD NAILING
I
ATTACH TO TRUSS TOP
"EDGE NAIL SPACING TO
AS SHOWN)
CHORD W/ (2) 16d NAILS
BOTTOM CHORD OF TRUSS
AT 16'0.C.
TO TRANSFER LOAD.
2X4 BLOCKING
GABLE TRUSS /
TOE -NAIL
SHEATHING EDGE .1
VERTICAL WEBS AS
EDGE NAILING
(2) 1 Od 0 EA. END
NOTED IN THE
SHEATHING
TO ADJACENT STUD
FRAMING SHEET A -A
131 1 Od NAILS
SPLICED SHEATHING
131 1 Od NAILS
TRUSS NOTES
BLOCKING AS REQUIRED
BYTRUSS
=,1,1FACING
ACTURER.
SEE REQUIRED
BRACING PER TRU SS
MANUFACTURER
(i.e. BSCI REC`MTS)
— PERMANENTTRUSS
BRACING PER TRUSS
MANUFACTURER @ 10�-V
MAX . SPACING.
(1) ADDITIONAL FLAT 2X4
WITH BLOCKING
EXTENDING A MIN. OF (3)
TRUSS BAYS PLACED
E NENT
RUSS BRACING
rilmmmmPsnm
2KEMNaTmmEkim
111MORTMINIL
02=11111311A
IV=
EA, TRUSS
A *HORDEZTRUSS C� (RESULTING IN
NAIL BOTTOM CHORD ImmkXII)IMMIM11104f W=14,pollilEkoomim i
1`11MINIRPLATE01 OVERALL BRACING) ILB810111*11IIAEVAT-MF
OF GABLE SS.1 11111xvififFLIMUNIIII)rRES1 k=HWaM h 1110091FORMSIBITMIOLN L131101,160IDT811044fillEMORT111M
TRU L
12d'� AT 4" D.C. 3D=OBRAIE HORIZONTAL 2. Kmalogdotror'lanmompli
1:93 ME! BLOCKING BETWEEN
35 A35 MASONRY \ DFAMFERFLM
_ WISMIOLLOWFAKLIM&SKORNOMPERK FIRST 3 BAY$ OF J\L Flaw
SEE PLAN FORNEDrAlliVALLTEDIXIMM BERMANDI)SAL FRAMING TO
FOR
A,A 6WOO ATTACHMENT OF ALL PERMANENT BRACING I 5—mtrze. --WnrwLoww
STRUCTURAI SHEATH wl
IN 10d 0 4� D.C. RIBMIM
-'\GABLE END TRUSS BRACING DETAIL 11/01/2023 STRUCTURAL ME END TRUSS DETAIL 1110112023
ROU
NOT TO SCALE Ft;�—oqo �,�No-�—To sc4SHEATHEDSTRUCTURALGW R;r093
J(D (j) 2 3
SNTGRPER`(PjLANL PERM
SHEATH VALAMERPAIVAKrMOARIMAT VARMUffMOOWOILY.ATFACHAYEkENDWMIMMNA&KOOMMM
CONT. 2X4 �/ (2) oamnwrAirlmomRm
< a) 12d NAILS Mpoweellimmulamm *89MMU11IMMMILMI)ITNEMEOF
awn
am
WE MIX SEE REQUIRED
I I I ERCM 1. ffVaMQUj4rMffUIE0IIEIM'VffiX
CD BRAC NG PER TR
1�j NEWNFERFLM
(D MANUFACTLIUSER
W
I A & ffVWWO814MI14rUIEMEVAUMANDMAMffDKMWKMUS
am lip CME HF
BURR
WMUMOMWEMWOIOEkTROWBOUhAMOIEWSMISOROPE
�Kqm KS WFASBMMM Off.111AWRINNU urflUMMEM
1 1 2 1 3 RN)"Maw" MP MEWLML'V&MUnVMMItIMATrOZMVWMA70M
=111=519*00 IIIIIIIIII(Iffm R111180@11111IMM M fout for, Iroz wnmL
TMaWNIIIIIIAM OR D.Ilfxw OA wx
Ham wa
OR WIRFM M for, r OPA forL wa
saw
ML WSPIMPATI31818690
I.LMSMOFIBTMMEFSFBMMMMMORWMTOM ?=X0B
1EDIEWMALSOARBOISIGGE8011WORROW PffiRM Mwx
&RMMDBIN03NEIUAMISOFMrALMMMK�TORETFROMIME)SE GKINOMPIA RxK;axMxwAwca
8100"FBIRM J L
TIUNKMI
�W�S H EAMTH �11NWI AT TAG H M E NT DI AG RA M W=N0FIWWHIVq 11/0112023 FBIRM
RNINGFOIRM
RXA10 wnwomaim
0� DUT%I HIP TRUSS BRACING DETAIL (BWON HIP)
R
NOr;O SCALE RWM-100
COD Fieldstone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: (!f--
29349
E3 IBRAHEM ELAYEB, PE <
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
Z' No. 860
.,0 STATE OF
p LORIV C,
&,fo
ME—
�2
Has-
1,2
Michigan
3400 Auburn Rd
Suite 200
Aubum Hills, M1 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
0
z
0
P
"i
z
z
0 C
C
U
LU
<
Cr
<
0
r-
L
_j
IDRAWN BY:T FAE7
VERSION: 5.0]
SHEET NAME
DETAILS -
ROOF
SHEET #
S4.1
EXTERIOR WALL SHEATHING
aw"Mmw)
WL
RID
MM
MVIEMN
N
rot
TIM
ALLIMS
WREDGEWAN
NOM FIVNEROINGATAL
SERMON $
X'
IMUNIM
WAM
too
Will
RM 4t--
11111.1100
KM
_VMCAL SHEATHING WTAIL 11/01/2023
E)-- W 10
WMOR WALL SHFATHNG
WMEM
I :
1`11111111IM1111M
I
-
1
P4
I=
7WEAM
I
ru
I
I
AILEW
8
offACIRRIURIEM"
FODWAIIIAW.
PAIRBMNKM
END SHEATHING DETAIL 11101/2023
W02 W -
IN
OT TO SCALE W�;�020
01$WFaK3MMIUMOM
WL 3 FA FLYJ
WMIRIfflINFIR)WIFIRITIfff
LUNISM
111,19
WMCLR
rm
111W
FEW
4am
4FIr
LS11111
IF
w=
<low
OR
11111111114
ISIVIRE,
LUNI
011191111
am
rm
HDIEW
�WW
4FT
malw*IMM-walimmet
<wW
11R
HTT4WWW*WMl%0&WW1ffW
H).
61r
Irtawlill-l"-willwTox
IV
abmpw
MKFMM
#01'JUEMPERIUM
OR am
wXOMWNTEwerotammm
MXOFMWLFUTWKMbMMMWMB
wwww4ir.
MWIMPROCNAM
FERKM
WANFERKAKAFMISLAZWK.
iwmsucmcumumn
FERRA
MMKOOMWORRKAK
muawmwAxlr.
ATWOFL-awmamp
MKW
malwRa
nalawmMmumas
SUMMMPLmmyl
�MWIIANWMMF
LIUMEM
so
HMWCLR
VAN
Irw
IEW
<14W
4FT
MAN
44104
IFT
COW
6FT
IBM
LLTRWWME
HDRWXW
911111
Homw
<140W
4Fr
CSWLA
14W
on
a0momelroacaffm
TWN=s=CnwmpotwlouTvp.
ALT. HEADER CONFIGURATION
FORWOMBUWMKORNDTOMFEBMFrDHMMWARM4
&PAPMPERKWON 411111M sFr mwLa
01 V.10ja S1D HEADER CONFIGURATION -fflVMSlwMAtxPAWHMffW&M8fW70
TM =$w
'ATMUWMMMMMIMNDSUMUMMMRABOFVJEWME[iRML&EFWVWONE)
101IM111MML
TYPIM OPENING @ BEARING WAL IUM 11/01/2023
— —
WGW-D50
Xr.FM WOMMOUTWHIST
tKQMPTaU1QWjw eamcw"LL
txwom WORWORMWIPPI111"PROM
P.T. RU MID 7 Of MWIMATrACHWOMM IUM
M"UMMI�BOSMAT
RIMENVIOPLAIEMWORTAM 299WINV=F9189M ATIMINVEMPERRM DOORNIDW
ordewillkyaw. WHIBLIPERIVIN FRODOMPIDAL NFAMPIRWIFAMR9111
'di
AUMTE
NORMTmakwalo
119UNT
2imnamKATEVAIMUL - 04-9011911161111DIFUMMMvil Uf
RIDE
avow
RIMPER
NMI BEAM
E)LPQADDI3EM4PJNG WALL W/o UPLIFT 11/0 ICAL WINDOW ATTACHMENT DUAIL 11/01/2=
n-
- W14
WGW-111 NOT TO SCALE W��--140
1111110MMIERMCMIXIIIIIIIAMBIRM OF
ROMMOMMUPIM
ZIWALLPERPLM
LIWAVUBWOMFUCISIMM � WITROURN
IIETIM07WANDIUMUTE
;;WLSOPERPIUMMALL
00FRIVIEW KME11
IRWERM,EDGE10JUMPUN
OIL. R I -
IIEW
W! -
UB
VOLLWOWTWUMM
M011YALIC1101111 FUN
9W1"KMT"P"Pu`
LM
&SALL S�ECTION AT STAIR OPENING 11101/2021
21
lKWAUMPUN
W.MLI'MRIN
MlwwUwffw1C
a=
rALM=*2r0.QwL0ETa0
INT. WALL CONNECTION TO EXT. WALL
011111100DRUAKNOFE)MCIIIII114WIlf
TMORWIMMMIDIND1111?
IIIIIIIIIIIIIINNNOA11110111111INDIFTOPW
1M0RAR=0FtNxfWMV
91EIVINIFERKM
WSWICRAI'Mi
171111CM1169"
PERPUA
WS110MRATEMW
91"WHI
IA CORNER 711612021
W18
NOT TO SCALE W��-180
sawwwILL
WOMMATIVOIEW
W.M &ORNMKOCIOWAW ww"N100
txwow RUJIFINDMdIN-WWW03wome'r WADEDWRANDTRW
hp.T.M mmmirorl�yliw 1111111111B)PERNUFACRIIIIIIIIS Glu
W000011FERRM WENDAMTO& WEAVERIUMMMEWIMBOW(W4
OEMKMTEE
PlImm"M ALTSWIM KIN I'MPSIRM
hamprIUMM11101106f HVI&MEANMORS)AUSLI
E M IMMIMIUMPERNIAW
Celt M
Ill MA NMI M IN Am
kw
1-0
WXM
MPM
10 WIN
DOOR ATTACHMENT DETAIL 11/01/2023 TYPICAL GARAGE DOOR ATTACHMENT 11101/2023 TYPICAL CMU INTERSECTION DETAIL 11/0112023
W15 wi
-- ",�NCTTOSCALE --
NOT TO SCALE W��--150 NO TO SCALE W�; 160 W�; 182
VADLVKME—
KWMMIERMEH
)FAMMIAMMM
meamml.
ASUMTEII
rA
MMFBKM
IIIIIIIEW001010.
*111111111VOMMMID
TMUMOUMALRIM
c9a
OFMI110111511FUNWIDEW
MAXWEIMM
2128/2022 "\TYPICAL REINFORCED FILLED CELL DETAIL 11/01/2023
WGW-181 W��_-, 90
NTLOWL(DUIN M
001M 47PLATE HEIGHT PER PLAN
......
060011TRUKANUIE"
RMEATMILMILITMODON
ALT�00
hRtLMMffMSS=IiPEK� OWKQBDMOLE&TWFLAIE
PERKAN
PLATE HEI HT PER PLAN
WARIPSIRM
MORIN
Jai=-MMPER
RNA=
WILLREONFER
IUM111111ENIM
WIN&
(421SUKATE
SWORIMMSTWPHIF
bRURMEWRLMI)IIIING
FIRRM
911111PLE113INFINKIN
111W
#CFW&Stfk
ac
w
Law
vwwwpq
�
"&W*W
to
wM
W.W
V
40
KAM
I
EPFTA!O�SHEMAI WAL 11/01/2D23
VV;;120
Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING::�
29349
CI IBRAHEM ELAYEB, PE,,,
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
4�
1111101.
OZ
STA
STATE OF
A L
"AOR19f`*.
.0
1. .5 !-�!Pl:
� j? E
* . . -_-6 g 2-
22 :1. 1 -, �-Na�
�
--tzsngm
g d
Z-z
9 �6 9 E
E
1� 3 - "-
Michigan
34GO Aubum 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
F -4
0
:�-
z
z
z
12
<
>
CIO
IM 0
0
ILL
11 H,
w
<
U
LU
F.
r-
0
N
04
E-1
L
DRAWN BY: FAE
VERSION: 5.0
SHEET NAME
DETAILS
WALL
SHEET #
S4.2]
amyALLORRE ROMIMEnmear
SMINMI111EATHIG&ATTOWEPITPER
WWWAVIONMENCr
T
K^=ffMVR00RWW
'\�
kFANNIEVIALPERRAOff.bRAN
awyawww"
��sm
wouldNALSOVOLCI
FNIELEDKNALN
ROMINENTEINSIATPOWFIR0111.
�:;
INNER
WRMMFRKM
PANELEDGENALAN)
41t,
8831111PERPLAN
I
rcmutulzmawn.w.
SWEIMPFIDDRTWIRCIMPA0
FERFLAN
M%'
WILMOA
FOR TRUSS TO MMRY WALL
LT 0
INILEWORTIMIGPOMW"
PRI)MON.98311KI&ATTADAIENTPER W&8MEkVAL=PAx1V"4
SnWWASIENTM&ATIADINENT
RFRAhEMLPERP1^=T.hKMN(j411dWU ILI PERPLAN
EEWOA / �T
NEAKANVERFERRAN , I
MONERNPERNA" WTIMPERWAF
*1EAMPERPLAN PIE
MIEWALSEAT" TRUISSYMOM
Mal.11mvildNAL411rat
NDrE
Off.MLKAMNMLSrAI581WRIMM�ARNM
ALLOOMON11INSWWWOFNEAWRIER
hFWANALLPEAR^WKENRANORINNARS 9111ACRIALIFAMUMIMPER
0EURNS RAKWIMAMP"WO
ROMMANNE&OWWRERM ADS APAREDIEK16 EkRMJVPJW
iq*NAES�70
WHEN
101ATIMEWLER
PAIREDGEWAN
WWFERFLAN NEIRSAINCHMIEN.
IWOMPER TAKE
RAN IPWINALLIUM&W.W.
6% 4 FERRAN
-- �RTR 11/01/2023
(1-02 RFTRZMM"RYW&
\__/NOT TO SCALE LTM-D20
&FINEVIAILPERRAN.031.21
RATEWWWRINL5011FOr.
6111CMINOM&ATTADININIFFER
N^MW1WWNRWRW=N
184101111ERFERFLAIN
igimmmKm
1161"PERPLAN
-NM
apmmomwow.anawowwwroz
- 11TRUMUNPLIVE1311101AROW
joww"NREARTOrILWAIS
I/- PERMAN.Offmam0fiffim
FM�axrmawfmwmwm
ow"MENIMPERRAN
oxanwasswiRIN
MEMNIMMOUTWUNA
@EAgw&7MAALMMaEAEw
�Rff
TRANIFERNA".
mmurorlylu
PERPLAN
7A
SEMMMr.kMM
(qAwaummmetmis
wwUxA
CNINZAREDVANIFERRAIN
MRINKINIT04
VWMWT=RMMRMP
118IMPERRAN
-
EMENALNUM
PENPLAN
rGillwon"A
VAILMEADINDW11111"ru
VERT.W.MPLAN
VERMIN
REANOMPERPLAN
FOR TRUSS W/ WLM
MOD (04/11/2023)
RWRIHERM&ATTAMW
\Z:�'NO�
TO SCALE
LTVIZ(FD-010)
21IRMIALLNERPLAN
EPWMKIONWNILSIMPANNIMURAREW
AILOM
0W.U110011
wwospolmmiaso
2110MALKITPERPLAN
bILM01161AIRSIMPERRANAS
11WIPEA111ASMIALSTM
am
ORWMUFM
off.EMUNWARENow0dowisrW17MWID
70EAT1111111
001ENALINEAM
FIRPLAN
PREEKINIM
WTHWPERPLAN
STRIJOWNHEAMIATIPAINERITREN
Our=
RINFERRAN
hREVNLORF*MIMFER
PLAN
rCWWOOSEALVERNISF.
FERRAN
off.adunawsoppea
FWAMENALM101AIRM
PURIKKARNIATUDINEW
PERPLAN
YWOMEMPRE R0GF7W
FERNANIF,8111APPEARAIN
02dL8wwfwxf8X0wM
EATRUNSWERIKKAMIM
PLAMWEPrOZ
I - - m — FREG IRBWFB
/-
&IDENAKEDIDERMAS
17 PLAN
DERLDINFIEM10AMMIANY1111DETAL
ITURAILIFIEKIM&AT013W
RERFLAN
rCwNL=M1wff.W.PEA
PLAN
BEARING STUDS TO BOND BEAM DETAIL 2128/2022
BEARING WALL @ FLW RIROOF TRUSS
-- FLOOR TO MASONRY WALL @ LOW ROOF
W2812022 1
�ANSTUDS
9
llz:�O�TO
"21) W28Y2022
&NO�
EIMENAL
L�;360
SCALE
TO SCALE -
L&r090 L-�� 120
PIE WMMMMKFWOOR
HANGERPERVAUCUILD
WNALVIAYM
15 FLOOR JOIST @ LOW ROOF 12/17/2021 (�-)2-STORY CONNEaON AT BEAM 8118/2022
SCALE L��750 LZ-761
C40 Fi tone
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINIEERINGC----
29349
0 IBRAHEM ELAYEB, P.�
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
Wil
�kl- .. -�� le
- C �01 , - -'%,
3�w W
4
no. 00
AV z-
-�—�ATE
E OF
0,
XORIV
//'ONAI.
0111111111"\\
2 'E
f 45
45t g2 z
—2
Z
Z
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suits 150
Tampa, FIL 33637
+1 813.466.3310
www.fieldstoneae.com
,It
z
z
<
V)
d
W
U
w
Cn
a
<
I-
<
F- -I
L -i
DRAWN BY: I FAEE:j
VERSIO
SHEETNAME
DETAILS -
FLOOR
S HEET #
S4.31
9MUMK9w"NM708WLCw
'
19
NEWFORWAN&MBFM
FSELEV.
P'REM
WME(MOMPMM
MUSTWp8mamm
SMUMMMM
Imlooff1cmam
FROM9690a
RM108111LIMS"
')nnnnnnnn
AN TOP OF WALL
'1111—pmmw
KKI)ODWOU
FORWAM10WRM
FORMLMIGMIM
FaLAMMORM
sm
FAMMMUMPM
PrEBUNSEWTRW
"600111110NOTROU
RMI)RUIMONS
pm
aff.
AIWWSM
AVWW8M
(M7[EPMVq
101KK
IMSTWFM
TworwHR
MW.DEM
r)r)r)r)
VW.MVLS
'4� RMMRM
Innin 11�1
WBMPLM
RM010MAWOPM
FNMPM
CMEMEM
afffftaffimpffirm
WMAMIRM
arm
MMRRRM
w"
R0MXNr0RTwMM&�Fffi
"RPUN
MROM
PRWLMEL
�MWROW011TIEML
PSURM
WRORMPER81W.
��,.FTOPOFCMU
OMMUM
',-"T0HWj
r
MLW.IM
-.-VW.RR
afffia.
--\
gtTC)PQFCMU
DRRIOR
EMOR
RMUME04
INMOR
IWMAOR
IRMWOM
MRWAATM
FORiWiFE
MFKFL
WIVLFL
ROBOMM
IMMMIEWFOR
9WRIKIEWFUR
WKMMISFAM
Iffm
oam
WROEYKAFEDFRECL
STORY WALL SUON
TYPICAL I STOW WALL SECTION
7116f2021
7/1612021
WSM-010
WZ;020
MMUJORALUBUM
SEMM[ETAUFOR
MUM
d, 01-W FIN. FL.
TYPICAL 2 STORY WALL SECTION 11/01/2023
WSG-041
' /2'
=MKM
I[K
WXW1
IVIKOR
1 112 WL
WMLNVMMIDK
WWWAMIETAMLAWWANO
CMwM8MFw=FE8R WWWMK
NUMNEIDWOKSHaDmOr.
Off.mombEffiam MKOVSK
r
r
6EQWWAVCEK�VUWWN1D
MWIMIKUNDIEWRIMV
A
sem PLM
K%VWFEXFBAM
S O�TYPICAL STAIR DETAILS 11/12/2021
NOT TO SCALE ��G-101
Kepawoffmpm P QEfLOOR
W". $04
kwpamw.
Llcllwomw�To
ffim
TYPICAL STAIR DETAILS
$ MG
MXKW
nummmotrotmMlium
wMM
14=wm
WWLM1-WWX0wwWMwwMM
29wedermMUNWWRY
nsws�
UMOMMMURM 1$��QF FLOOR
wwworApmeam
2/28/2022
WSG-103
OL STAIR LANDING
',-ELFUSEPER
NEKKN4
NR00R=M@T0,tM1E41VjLLU
WIM
(4011FAM
ANWN
WKWOEAMBID
&Tffl�Ck STAIR DETAILS 11/1Z/2021
wzri 05
COO Fi
0
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING;:�
29349
EI IBRAHEM ELAYEB,<��
P.E.# 91476
BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
0 STATE OF
0,
C,
XORIV
/1101 I\\\\\
E
Michigan
3400 Auburn Rd
Suite 200
Aubum Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
0
z
2
z
>
Ui
U
U.1
V2
0
c')
0
en
L
DRAWN BY: I FAE7
VERSIO
SHEET NAME
DETAILS -
FLOOR
SHEET #
S4.3.1_
PRECAST LINTEL GRAVITY LOAD TABLE v4.21
LOADS USTEDHAVE SEEN CALCUILA71ED OR COMPILED FROM APPROVEDMANUFACTURERS:
CAST-"ETE. LDrrS CONCRETE, CAJAUTYPRECASTCO.
MAXIMUM LOAD (PLF)
APPROX.
L94TELLENGTH
MAX.CLEAR
A
TYPEA
UNTEL
rLINTEL
rTYPEB
r7YPEC
IrTYPEB
IrTYPEC
14'TYKB-
14-TYKC-
16'TYPER
WTYPEC
2DPTVPEB
Zrl"EC
24"TYPEB
2CTYKC
28"TYPES
2rTYPEC
3ZTVPEB
3TTYPEC
z 10'
_2PENENG
IS,
2231
31
3059
3719
328C
5163
65137
SC54
95C2
1000C
3069
4�m
5
I
15113
7547
8974
IM
100DO
3'6"
7 r
-,I
2231
3069
3719
32M
5163
65C7
8CS4
9502
10050
am
46D5
5205
6113
7547
9974
200M
IIXXXI
4'0"
r r
1783
17.3
2561
2751
3280
3920
4890
5961
7034
11107
2561
4605
5206 1
6123
7547 1
8974
300011 1
10000
4'6'
32'
LU3
1969
2210
'99'
2991
2931
3756
4576
540C
6224
ii7'
S-
5206
6113
7DI9
81
111DOW
to=
4-9-
314"
1217
17
1310
1438
1716
7
1999
2560
3132
3666
4249
1349
3M
4567
M5
4766
5817
7074
8203
5'r
Ir 01
low
1349
1438
17.6
7 ' 6
R4
1999
256C
3132
3686
4649
1399
3050
4567
5365
4766
5817
7074
8203
110'
4! r
860
E71
i105
1:73
6.
160C
1631
2D9C
2549
3009
347C
1205
2622
242
4242
4350
3942
4W9
5817
66W
r
s r
710
1232
2.77
37,B
373B 1
348C
3C31
I 37C7
4383
1 5061
1232
2177
2738
1 34W
13P
5391
am
8625
7590
71 6"
0 r
570
991
1729
2 9
2108
215.32
M5
2,
2698
3191
3685
1 991
1729
2106
2632
3096
51561
4742
742
5501
a, 4"
? w
41118
699
n6c
1516
1626_
2564
3486
It
2818
33C2
699
1245
1516
2043
2564
3MMU
2964
3397
T4"
90"
416
699
116C
F-45
N/A
1625
2564
3486
2818
K3
3302
E99
1245
N/A
18043
2564
_64
3"6
2964
3397
We
912"
354
535
89C
N/A
2093
2777
2163
:535
535
21354
N/A
2533
2D93
2AI
2259
2615
U"r
I'll,
315
567
890
N/A
1366
Im
2423
3127
4006 1
5.657
.5
./A
1366
ISAMS
2423
3227
4006
12'0'
IV r
292
525
873
N/A
1254
1684
2i93
28C5
355,2
525
$73
N/A
2254
IS"
2193
2BD5
3552
12'W
it! r
277
471
755
N/A
IC75
1428
1838
2316
28&3
471
755
N/A
1075
1428
Im
2316
2993
13, Ir
iro'
255
47i
755
WA
I t 175
1428
ZB38
2316
2535
471
755
N/A
1075
2428
3838
2316
2M
14'0f'
120,
239
424
706
N/A
10102
1326
1697
2127
2278
424
706
N/A
' IOD2
1320
1697
2127
263D
1wr
IY 4"
NIA
N'A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
��A
-A3.
N/A
1234*
2422*
1779*
2ior
2662*
15, Ir
1w 0"
N/A
N/A
NIIA
N/A
N/A
N/A
N/A
N/A
N/A
WA
710-
N/A
116).
1331'
Im.
203r
2459-
17'4'
lea,
N/A
N/A
N/A
N/A
NIA
N,A
N/A
N/A
N/A
WA
549-
N/A
1 952-
1117-
1379-
2671-
2997-
19'4!
Igo,
N/A
N/A
N/A
N/A
N/A
NIA
N/A
N/A
N/A
NIA
420*
N/A
75D'
2177-
1415'
1676-
2w IF
19 r
N/A
NIA
N/A
NIA
N/A
N�A
N/A
WA
NIA
N/A
310-
N/A
596.
845'
1114-
LISS,
1468'
24'C'
211'
NA
N/A
N/A
N/A
N/A
N/A
N/A
250*
N/A
450-
650'
low
2091r
12X)*
PRESTRESSED 8' W/2' RECESS u-LNTELS
Tvpe A- Unfilledno F&bw;TVpt 6- Continuous Grout, SteelperPlanin Bond Beam, Only;Type CaContinows GmutSteal per plan in Bond
Beam & Lintel
LEGEND
S 8X8 FILLED CELL W1 (1) - #5 REBAR
BEAMS
Fdnl BXB FILLED CELL W/ (1) - #7 REBAR
On 8XB FILLED CELL W/ NO REBAR REOD -----
HEADER - WIDTH TO MATCH WALL
GIRDERS
PLUMBING WALLS (FOR REFERENCE I
It 45* CIMU - FILL CELLS W/ #5 REBAR -------------
BEARING/SHEAR WALLS (FOR REFERENCE)
ROOF BLOCKING
x1202 FILLED CELL W/ #4 REBAR
(IN WALL)
12X 2 MY I IF CELL W1 #4 REBAR
(IN COLUMN)
BALLOON FRAMED
WALLS/HIGHER BEARING WALLS
CONCRETE TIE BEAMS
ELEVATION INDICATOR
Is DETAIL INDICATOR
PLUMBING PENETRATION FOR
FRAMING LAYOUT
LINTEL OR WOOD HDR DESIGNATION
OPEN SUE (ALL WOONI) HDR-3 TO BE M PLY U.N.O.)
4T�-- BRACED WALL LINE
FASTENERS
ALLOWABLE LOADS
CONNECTOR
CITY
TYPE
GRAVITY
01,51 10
UPLIFT Bbs) 0 1.6
LATERAL
(NI 0 1.6
META16
a
D-140-XI-In-
1450
FI.340
F2 : 770
HETA16
9
0.14111
1820
FI 340
F2:770
(2) META16
a I-ok
10
0.14ral-1/2-
1875
FI:680
111: 770
(2) META16
do 2- or 3-dw
14
0-162".3-1/2"
1795
FI: 1285
F2; 2060
(2)HETA16
a I-wN,
10 1
0.14111".2-21
1920
F2 630
F2 770
,2)HETA16
6 2- or 3-olv
22
0.162'.3-1/2"
2365
FI:1350
F2,1430
HSTM16
a
5.14rxi-yr
1210
FI;120
F2: 90
1/4.1-3/4' CONC SCREW
LGU 9-2
6
r4
3/8' .4'TlTEN HD
8250
243S
6
VAI". 21/2'SDSSCREW
MSTC28
36
0.148"x31/4"
-
3460
MTS22
14
0.148".1-1/2"
990
12) MTS12
28
0.148',a-in-
128D
MTS16
14
0.148'.a-In'
9910
HJ210-2
4
1/4' x 2W SCREW
3SDD
IBM
10
3'
KrS16
32
0.143-xl-1/2'
2.890
(21HTS26
16
0.1411"XI-In"
131D
HTS20
24
O.W"xl-1/2'
1310
L5TAI2
10
0.148"K2-112*
925
LSTA18
14
014111.2-1/2"
123S
LSTA30
22
0.148"x2-In'
1640
MSTA24
Is
0.1411"X21/2"
1,64D
(21 MSTA24
36
0.148" X 2 1/2"
3,280
MSTA36
26
0. 148" X 2 1/2'
2A
(2)MSTA36
52 1
0. 149" X 2 1/2-
4,200
MSTA30
22 1
0.248".2-in,
21160
MSTC20
36 1
0.14r. 3 1/4'
301160
MSTC52
62 1
0.1411"X31-2/4"_
4735
MSTAM24
0.240' X 3'
1.425
5
S
1/4' X 2 1/4-
MSTAM36
13
0.149"X 3'
L870
a
-
(2) MSTAM36
26
MW4"
3740
16
-
V4*X21
MSTCM40
V,11-0-1/4' CONIC SCREW
2800
14
-
0.148" -IJ4"
MGT
22
0.248'.3"
39455
FI077S
1`2�525
1 71
SA'ATR
HGT-3
16
0.148".3"
-
10.790
-
2
3/4- ATR
VGTRort
1
SM* ATR
-
2225
FJI
F2: 630
16
2/4-.3-SOS
VGTRIL
2
$A' ATR
-
5545
FI:650
F2:630
32
11W�.3- SOS
VGT
I
5/8"ATR
-
r-
4940
FI�11115
F2: 591) 1
16
1/4-x3' SOS
(2) VGT
2
S/8- ATR
-
71BS-2pIV 9890-
R.W
Fl:1185
FZ 590
1 32
1 2/4"x3" SCIS
DTT2Z
1
9
1/2-111
1/4".3"SOIS
1825-2.4 min
I 214S-4212,A.,.
-
HTT4
I
5/8-ATR
3610
is
0.148" in-
KTTS
I
4670
26
��A
'13
HTTSU
I
S/B'ATR
5445
26
SDSID.2-24*
ABU44Z
1
SM ATR
7570
1900
12
0.162'.3-112"
ABU662
1
I'M. ATR
18205
2475
12
0.162".3-141"
H2.SA
to
0.131"X2-1n"
565
FI:220
F2: 110
HIOA
is
0.140"XI-In'
1340
FI;S65
F2: 285
HIOA-2
18
0.14r.1-In'
1091)
FI:680
F2:260
HUC48
14
2/4'x2-3/4' CON C SCREW
1135
6
D.148".3.
HUC414
24
IN2-3/4" CONIC SCREW
sus
2015
12
0.148'*3"
-
WS26
4
0.1411".3�
865
1165
SPH4
22
0.1411"XI-1/2'
Side - 640
Center; 1280
DTC Clips
4
3/16'x2-3/4` C INIC SCREW
-
F1 85
F2:135
2
0.131-x2-In-
A35
12
0.1321.1-W
-
FI: 650
F2 ; 670'
SDWC15601)
I
SOWCIS64O
61S
FI; 130
F2 : 22S
SDWC154SO
I
SDWC15450
29S
F2: 150
HTU26
20
0.162"YO-1/2*
320D
1250
14
0.14n3'
LGU3.63-SDS
16
1/4X21/2"
5,555
12
Ij4" X 2 2/2"
NDUB-SOS2.5
1
1.1-Al
7.870
20
114- X 2 1/2' SDS
HIDUII-SCI
1
1" ATR
E6,720
11,17S
30
1/4- X 2 1/2- SDS
THD26
20
0.162". 3'
29,110
3240
20
0.14r. I I1r
THD211-2
a
6L,.I'
O-L
4310
4860
1 1.
iIAlr .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 NAILING
MFR
MANUFACTURER
ARCH
ARCHITECTARCHITECTURAL
EO
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISC;
MISCELLANEOUS
BLK
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
PLYWI)
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCING/REINFORCEMENT
Ci
CONTROL JOINT
GALV
GALVANIZED
REOD
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
GFID
GRADE
so
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHTG
SHEATHING
CONC
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HDR
HEADER
SPF
SPRUCE PIR FIR #142 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
IN
INCH
UNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
14011VIPH202311"I.-C&CloressuresIASCI)
Effective Wind Area
Gible N-f Compone M,
Hipao'lComp t'
w'I1 (bmponem'
2-1
Zme 2
z- 3
z- I
2-
1
Z- 4
z- 5
A. 200 SCIFT(Girdearl)
17.1
-35.3
17.1
-42-7
17.1
1 -49�O
14,8
-30.3
sz-
36�5
148-73
A� SCISCUFT(VAms-)
19.2
-40.4
19.2
1 -54�9
1 19.2
-63.9
111
-32.7
1 18.7
1 -45.9
317
-35.9
317
41-3
A. 10SCIFTift-S)
24.2
-52.0
24.2
1 -83,1
1 24,2
1 -986
27.3
-49.0
1 27.3
1 -67.5
1 27 �
1 -75
365
1 .397
1 36S
1 -49.0
Components and Cladding Pressures (ASD) - 202.3 FL
Positive Nexatiw
Width Height Effective Pressure Pressure
Descr& Z21M tw ffjj Are a (Ift2l L2%ft LUM
16070 OHGD
16
7
112
30.8
-34.4
3068
w/3010 TR
ENDS
3
8
24,0
34.6
-45A
3068
w/3010 TR
4
3
a
24.0
A6
-37.7
3000 DOOR
ENDS
3
a
24.0
3-L6
-45.1
25SH
4
3
5.25
as
316
-38.7
BOGS SGD
4
6
6.67
AIDO
314
-3&6
2958 DOOR
4
2.67
&67
17.8
35.3
-383
3C5OSH
4
3
5
15.0
35.7
-311.8
3a50SH
ENDS
3
5
ao
35.7
-47.3
2040SH
ENDS
2
4
ISO
36,S
-49.0
60BOSGD
4
6
8
48.0
32.8
1 -36.0
DESO PRESSURES SIM ARE MINIMUM ALLONAUKE
VALUES VALUES ARE 10 BE INCREASED AS
REWIRED BY MORE STRINCENT LDCAL REWNREMENTS
ORD Fieldstone
V
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING---
29349
0 IBRAHEM ELAYEB, PE
P.E.# 91476
0 BENJAMIN NIESE, PE
P.E.# 86025
05/24/2024
DATE
-1 1 ....... 1;
s, P ... .
No. 8
0 STA&TE
AL
a, E
%
W!
-6 '2 b E"
is
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 24&622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
F-
L
www.fieldstoneae.com
P4
U
15*0
P4
1
�4k
MI 4
z Vj
0
P
>
Lu
3 E-
W) 4.