HomeMy WebLinkAbout37842 Dusty Saddle Ln370-Rooseveit Cmu
Garage Right - Elevation K
SHEETINDEX
UMBER:
SHEET NAI"f=-:
NUMBER:
SHEET NAME-
CS
COVER SHEET
CS-3
SQUARE FOOTAGE CALCULATIONS
A-3.2
MISC DETAILS
F-1.0
FOUNDATION - SLAB PLAN
A-33
MISC DETAILS
A-3.4
MISC DETAILS
A-IID
FIRST FLOOR PLAN
A-2.0
SECOND FLOOR PLAN
A-3.30
FRONT/REAR ELEVATIONS K/ROOF PLAN
A-3.31
SIDE ELEVATION K
41-4B
BUILDING SECTIONS
E-1.0
ELECTRICAL PLANS - FIRST 4 SECOND FLOOR
P-0.1
PLUMBING R15ER DIAGRAM
GENERAL NOTE
THE STANDARD GENERAL SPECIFICATIONS FOR AMERICAN HOMES 4 RENT 4 AMH
DEVELOPMENT SHALL GOVERN EXCEPT AS MODIFIED 4 SUPPLEMENTED BY THESE
PLANS.
THESE PLANS HAVE BEEN DESIGNED TO MEET THE REQUIREMENTS OF:
2023 FLORIDA BUILD INS CODE, RESIDENTIAL, STH EDITION
OCCUPANCY: SINGLE FAIMI LY RESIDENTIAL
CEILING CONSTRUCTION:
I. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA
BY NOT _E55 THAN 1/2 NCH �Y -
-
I 2. � GYPSUM BOARD APPLIED TO THE GARAGE
SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL
HA ITA M - "P B BLE ROOMS ABOVE B NOT LESS THAN 5/8 INCH 1159 mm) TYPE x G SUM
BOARD OR EQUIVALENT . WHERE THE SEPARATION IS A FLOORCEI_ING ASSEMBL",
THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT
LESS THAN 1/2 INCH (121 mm) GYPSUM BOARD OR EQUIVALENT -
EXTERIOR FINISHES:
THICKNESS OF TEXTURED FINISH OVER FRAME A PPL(CATION SHALL BE PER THE
CURRENT APPROVE BUILDING CODE T INSTALLATION T PPR D N D� AND ASTM G926. NSTALLA ION OF EXTERIOR
LATHING AND FRAMING APPLICATION REQUIREMENTS TO BE PER THE CURRENT
APPROVED BUILDING CODE AND ASTM C 1063.
EGRESS:
EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS CODES IF
THERE 15 NO ACCESS TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A
MAXIMUM OPENING HEIGHT OF 44" ABOVE FINISH FLOOR LINE OF THAT PARTICULAR
ROOM,
2. IN DWELLING UNITS WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED
MORE THAN 72 INCHES 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 WINDOWS SHALL NOT
PERI"IIT OPENINGS THAT ALLOW PASSAGE OF A 4" SPHERE WHERE SUCH OPENINGS
ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR PER THE CURRENT
APPROVED BUILDING CODE.
F_ASHING
=_AILING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, DECK. AND
WALL INTERSECTIONS, AT GUTTERS, AT ALL CHANGES IN ROOF SLOPE OR DIRECTION,
AND AROUND ROOF OPENINGS_
2- APPROVED CORROSION -RESISTANT FLASHING SHALL SE APPLIED SHINGLE
FASHION IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL
CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING
COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR
WALL FINISH, APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT
ALL REQUIRED LOCATIONS PER THE CURRENT APPROVED BUILDING CODE.
WINDOW INSTALLATION
I. WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE
MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION
INSTRUCTIONS :SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW.
FLOOD ZONE REQUIREMENTS:
I. PLAN MEETS OR EXCEEDS FEIMA FLOOD FINSHED GARAGE FLOOR ELEVATION
BATH AREAS:
I. INSTALL 2x4 BLOCKING AT TOILET PAPER AND TOWEL BAR LOCATIONS SEE
DETAILS_
KITCHENS
I. INSTALL 2X6 BLOCKING AT 89" AF,F, ON CENTER FOR UPPER CABINET
INSTALLATION.
TUB AND SHOWER AREAS:
Y
I. C MINT FI -C M NT O GLASS MAT G SUM OA ' 'O GREEN A E� WEIR
E E R L P B RD ,N REt BOARD
ALLOWED) IN COMPLIANCE WITH ASTM GI288 CI325 OR CI '1S AND INSTALLED WITH "8
x 1-1/14'' DAGGERZ PHILIPS WAFER HEADCEMENT BOARD SELF DRILL SCREWS W/
COATING SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS,
AND WALL PANELS IN SHOWER AREAS.
TERMITE TREATMENT:
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMIITICIDES.
INCLUDING SOIL APPLIED PESTICIDES., BAITING SY5TE1'M5, AND PESTICIDES APPLIED
TO WOOD, OR OTHER APPROVED METHODS OF TERMITE PROTECTION LABELED FOR
USE 45 A PREVENTATIVE TREATMENT TO NEW 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 HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS
ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
5ERvICES"
MECHANICAL AND HVAC:
I- ENERGY CALCULATIONS FOR HEATING AND COOLING CAPACITIES SHALL BE
FURNISHED BY THE MECHANICAL ENGINEER AS AN ATTACHMENT TO THIS PLAN SET
AT THE TIME OF APPLICATION FOR PERMIT.
2. MECHANICAL APPLIANCES SHALL BE ACCE551BLE FOR INSPECTION, SERVICE,
REPAIR AND REPLACEMENT WITHOUT REMOVING PERMANENT CONSTRUCTION, OTHER
APPLIANCES, OR ANY OTHER PIPING OR CLOTS NOT CONNECTED TO THE APPLIANCE
BEING INSPECTED, SERVICED, REPAIRED, OR REPLACED- A LEVEL WORKING SPACE
AT LEAST 30 INCHES (162 mm) DEEP AND 30 INCHES ('62 mm) WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE TO SERVICE AN APPLIANCE.
ENERGY REQUIREMENT SCHEDULE
EXTERIOR WALL5 (FRAtlE)
R-13
EXTERIOR WALL5 (BLOCK)
41 FOIL
ATTIC CEILING
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.
+`26 GAUGE (0.45 min) SHEET STECL OR 07HER APPROVED MATERIAL AND SHALL
HAVE NO OPENINGS INTO THE GARAGE.
4_ FOUNDATIONS AND SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE
INSTALLED ABOVE THE BASE FLOOD ELEVATION AND SHALL ALSO CONFORM TO THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5 AUXILIARY DRAIN PAN. CATEGORY IV CONDENSING APPLIANCES SHALL BE
PROVIDED WITH AN AUXILIARY DRAIN PAN WHERE DAMAGE TO ANY BUILDING
COMPONENT WILL OCCUR AS A RESULT OF STOPPAGE IN THE CONDENSATE DRAIN
PIPING SYSTEM_ THESE PANS SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF SECTIONS M14113,
EXHAUST FANS AND VENTING:
I. OUTDOOR DISCHARGE. THE AIR REMOVED BY EVERY MECHANICAL EXHAUST
SYSTEM SHALL BE DISCHARGED TO THE OUTDOORS. AIR SHALL NOT BE EXHAUSTED
INTO AN ATTIC, SOFFIT, RIDGE VENT OR CRAWL SPACE.
2. EXHAUST AIR FROM BATH ROOMS AND TOILET ROOMS SHALL NOT BE
RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE
EXHAUSTED DIRECTLY TO THE OUTDOORS EXHAUST AIR F OM BATHROOMS AND
RE E R R
TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE, OR OTHER
ARE45 INSIDE THE BUILDING.
3. DUCT LENGTH. THE MAXIMUM ALLOWABLE EXHAUST DUCT LENGTH SHALL BE
DETERMINED BY ONE OF THE METHODS SPECIFIED IN SECTIONS MI502451 THROUGH
IM15024.53. THE MAXIMUM LENGTH OF THE EXHAUST DUCT SHALL BE 35 FEET FROM
THE CONNECTION TO THE TRANSITON DUCT FROM THE DRYER TO THE OUTLET
TERMINAL. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 2E, FEET (702 mmi
FOR EACH 45 DEGREE (OTS RAD) BEND AND 5 FEET (1524 mm) FOR EACH 90
DEGREE NG, RAD) BEND. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES NOT
INCLUDE THE TRAN51TION DUCT. EXCEPTION - WHERE A CLOTHES DRYER BOOSTER
FAN 15 INSTALLED AND LISTED AND LABELED FOR THE APPLICATION, THE MAXIMUM
LENGTH OF THE EXHAUST DUCT, INCLUDING ANY TRAN51TION DUCT, SHALL BE
PERMITTED TO BE IN ACCORDANCE WITH THE BOOSTER FAN MANUFACTURER'S
INSTALLATION INSTRUCTIONS. WHERE A CLOTHES DRYER BOOSTER FAN IS INSTALLED
AND NOT READILY ACCESSIBLE FROM THE ROOM IN WHICH THE DRYER 15 LOCATED,
A PERMANENT IDENTIFYING LABEL SHALL BE PLACED ADJACENT TO WHERE THE
EXHAUST DUCT ENTERS THE WALL. THE LABEL SHALL BEAR THE WORDS "THIS DRYER
EXHAUST SYSTEMS EQUIPPED WITH A REMOTELY LOCATED BOOSTER FAN."
4. PROVIDE BACK DRAFT DAMPERS AT INTAKE AND EXHAUST LOCATIONS AS
REQUIRED BY THE CURRENT APPROVED BUILDING CODE.
ISSUED: 4/3 0/2024
VERSION: 5.0
SQUARE FOOTAGE
AH4R ASSET MANAGEMENT SQ. Fr.
I HEATED AREA
Sq. Ft.
MAIN LEVEL
1102
SECOND LEVEL
1215
TOTAL AH4R SQ. Fr. (SIeWCrawl)
2377
METHODOLOGY: ANSI Z765.2M
The total area calculated from the outside -to -outside of framing; including optional finished basement optionsas
shown. This area excludes stairwell at highest level above grade, garage, covered patio/porches.
1
F
8f
AU ry a P rwi r~
jyEtl
ELc
g4o
OFID cS
7
C2041 AMP DEVELOPMENT
DO No STALE THESE DRAWII
VERIFY BUILDING ORIENTATION WIT -
,GI AND 51- PLAN5
BEFORE CONFieCTOri THESE
DRAWINGS DO NOT CONTAIN
5FECIFIC NFORIA71M FOR ANY
5i12UGNl PL ELEMENTS (70 BE
PROVIDED EY ENGINEER OF
RECORD) ANY DISCREPANCY
IDInENSIONS, O IIINTATION. FTGJ
BETWEEN 7HE5E DRAWri AND THE
A55LCIAID DRAWINGS a,d- SITE
DRNUNG5 5HALL BE REPORTED TO
CGNTRACTOR AT IXJCE AND NO
CONST— WN SHALL PROCEED
.NTIL CORRECTED. THE
C17RACTOR. A55MES THE
RESPONSIBILITY TO MEET ALL
REQUIREMENTS OF LOCAL BUILDING
OFFICIALS i0 ;AMPLT WITH 5TAIE
&11LGIW FADES.
m
o o
ULI
Q LU
� u �
Q
�+ Q
IeaaEare ��
i
O
O
J
m
—
�
N
Ln
C\
W
O
V
�
ca
0
Z
rr^^
VJ
cQc
C -,
O
W
z
U M
co
�
U
�-+ a o
N JJ�
''^^
VJ
J
0) to
W
r
F-
/��O
I..L� , 2
O
N oO}
N S
V a-
LU
c)
�--
Or) N
ORVAIi6M I illE
VERSION: 5.0
&gTI1VE
COVER SHEET
98fi
J
DEvELOPhIENL1
FOOTAGE CHART
DD, xAS
rRK, \ A GJr
ORC OR AND 51TE PLM15
ONSTFEJCRN TH
DO 0 CONTAINSQUARE
STI L11AL FLF�TS'TO EF
PR —DE D B- Ertl MER GF
RECCRD� ANC DI.eco'PANC'
HTLFFl,--PEE DRAUuS5 An E
A55 C A D A- a SITE
ELEVATION 'K'
IO—INC 5 A 6E OF' 'O
- OsC
CCN SAC O.� A- Q.G AhJ NO '.
COh NJTIL_d7[L .CN SHA_L PROCEED
CORRECTEUSo& E
A-0➢1E4_
RA CONTCTOR
iEi
TCO:REr1E\'S 0' -OCAL 6�,.r� --I
OFFICIAL5I TO ClJI--Y WITH STATE
ErrLO ,CODES
—j
r=i
W u
J Q7
-----------------
w
o u
a
x =(L
67-77 -
o
-
mare 44alrmn
J
I
I
I I
I I
-
laEve
C)
O
�_ ao tuaruw onx
Fi RWRFiux.s NtAWN V
Y
J
m
(U
O
C�
J L
CC
SQUARE FOOTAGE
z
CONSTRUCTION AREA CALCULATION
= c 11
� O
to
U Z co
HEATED / CONSTRUCTION AREA
Sq. Ft.
MAIN LEVEL - - - - -=
1102 �
�
Q
Z"� w p
u-
U
SEUOND
1 264
co
> .o
Q¢
TOTAL HEATED/CONSTRUCTION AREA (SIBbICrawl) 2366
Ji
N
METHODOLOGY ANSI Z765-2003
j j,J
QO J
The total rea Iculatoo from the outside -to outside of framing. including optional finished basement options as j
shown This area excludes sta ell at highest level above grade, garage covered pat oiporches.
[n
N =
BUILDING ENVELOPE AREA (ALL AREAS UNDER ROOF) Sq. Ft.
ti ^ w
r� N
`5APA&E
GOV=RED PATIO
112
FRONT FORGH
56
TOTAL BUILDING ENVELOPE (Slab/CrW0
2176
METHODOLOGY
Building Envelope Area: The total area calculated, including Heated/Construction area as calculated, and also
including garage, covered patio/porches.
� J
MAXIMUM DEPTH
-
_ 50 O"
vAX,Y,- rv.D"H —
on fff FAE
VERSION:
_" Ax1MUM�u1LD1Nc- E1eHT:A=F = _ 29'-sue
e
SQUARE FOOTAQiIE7
CALCUATIONS
191ffiI
!CS-31
O
O
O
30'-ID" OVER.AL_
,4'„0'.. `A/C PAD
OCATIO
79
/ / - "---
0 a' CONC SLAB MIN.
NI W/PBER`TESH U 1
O /
TDATIO SLAB
HB 4" CONCRETE SLAB MIN_ OVER 6 HVAC 0H45E // 9'-2„/p
M'.L VAPOR BARRIER. SLAB SHALL BASED ON /fi--
BE OVER CLEAN COMPACTED FILL
W/ FIBERM 5H
LOCATON 1 /
/ � - - -� ELECTRICAL
-/•
CONDUIT FOR
7 - -
�ONC41;,)E E S=AB
•'
4 GONGRE-E SLAB `IIM1 OVER e, MIL
/// JJ ( \
/
V ,OR BARRIER SLAB SHALL BE OVER
GLr COMPACTED FILL W/ EB�RI'i_„�I
L -F J)''
L)
6ECOND FLOOR
54N TART DROP
I
I
I0'-3/271
-- --8
_ -
0
I
I
iN CJ.
8 2
F7
�4" CONE LAB MIN 0
ei v l/ =IBERME5I4 w
ORCN SLAB 90 ;- -
4" CONCRETE SLAB MIN. I U _
OVER 6 Me FOR
d w CONCRETE SLAB —
BARRIER SLA6 5HALL BE IL ta"�OkCR=;€ SLAB LUERb-�^1L- - - t -
OVER CLEAN COMPACTED �p VAPOR BARRIER SLAB SHALL BE OVER
01 PLL W/ FI-6ERMESH m� CLEAN COMPArTED =ILL IU/ FIBER"ME51H
III
I I
I I
I
I�
3:
SLAB PLAN - ELEVATION'K'
11cuE+1"Ivotril
scar= IM 7IW M
FC;'NDATION FOLAN NO'' �S I
ALL WORK SHALL BE IN STRICT COMPLIANCE WITH BOLDING
CODE, RE5IDENTIAL AND COUNTY BUILDING DEPARTMENT.
STRIP TOPSOIL, TREES, STUMP5, ROOTS, ETC_ FROM ALL
ARE45 W+IERE COIN5TRUCT!ON WILL OCCUR JN0,
FILL 5HALL EE 1I111LY COMPACTED, CLEAR 54ND/CLAY
MATERIAL: FREE OF ROOTS C%ANIC MATTER OR OTHER
INTERIOR BEARING LOCATIONS SIJOULD BE COORDINATED
IJIT:1 TRUSS MANUFAGTURER 4 5TRJCTURAL ENGINEER
PROVIDE SOIL TREATMENT AND VAPOR BARRIERS AT ALL
5LAE-5 !IN, ERIOR).
�0[i AMH E E aN
DO NOT SCALE TTHEFSE CRAiNGS.
ERFY BWLD�K ORIENTATION WITH
CONTRACTOR AND 9 HE P-AN5
EEFORE C NST i - ON. THESE
DRAWIM_6 DO NO CONTAIN
SPECIFIC INFCRYATICN FOR ANY
STRUCTURAL EL-'MENTS (TO 5E
?ROVIDED BY-N,INEER OF
RECORD) _ ANY Df5CREFIMCY
lDl;t- 10N5, ORIENTATION, ETC)
BETUEE, Tu SE DRAWINGS AND THE
A55 ATFD DRAWINGS -1, SITE
I7RCWIN6-5 SHAL_ H RE104 D TO
CONTRACTOR AT ONCE AND NO
-6TRJO 105 AL PROC
JN IL CORRECTED HE
.AN RA FOR AIEUYl5 i
RE5PONSI5IL- O `1E ALL
REGJIRE -N S OF xA EJILD NG
OPI A � O COMP Jl TH 5TA7F
EDLD'NG CCOc5- -
Y
J �
°0 rn
N
U-)
N
0 I �''CnQ
0 v
Z
ll—^
co
co L N
V
O U W Lo
Z CO
<<
U N wo
J [[
Ono
Ir in m L`
W O >-
H Cir-
o
o �>
� Lu
m a-
M MLu
N
F
0I.
oMOIff FIE
VERSION: 5.0
SBiTNAIE
FOUNDATION -
SLAB PLAN
SIM#
F-1.0]]
4-AN;L IR�^ 11�� F OOR FI=AN NCTE5
_.— I-',/2" MIN
a9PaaLE l PROVIDE 12!MINIMUM) GYP5UM BOARD SEPARATION AT WA, L5 AND 5/S TYPE X CEP_ING5
1. r( IN THE CAR.,, ADJACENT TO THE "AI,-N HOUSE AND ATTIC AREAS.
Max .� A
WA . ING MACHINE ALAA. LOCATED F'. THEDRYER UNLE95 NOTED C HERWI5E. 30'-m" Ov RA--L
z MIN.
R TJRN ALL EXTERIOR WA' 5 ARE DRAILN AT 8 MU UN =55 NOTED OTHERW15t_ A/C PAD
ALL INTERIOR AND Oq ON WALLS ARE DRAWN A7 3 'd2 UNLE55 NOTED OTI4ERW!5E.
14.-5:, 6 _8„ 3'-I0
„ 3,_6'..
SE..'IOn PLAN HEADER'OR `IR5T FLOOR 5 AT 8'-0" a/ 9 eGLG a SECOND F OOR'5 AT 1'-0" 2/ 8' GLG
�CVIDE HANDRAIL IN GOMP'�IA,\'GE 1171, I SE' SCFF�T
.'HE CU Rv TT A/P�,PRCVFD5UILnc.1.��coo=. HANDRAIL HEIGHT 5HALL BE 30" MEAS'J2ED VERTICALLY FROM THE NOSING OF THE 1�AD, AT 3'-0" HT.
5, J . I R DT✓ I JAG I AIIII !`i DENOTES EGRESS WINCCW <"5 SH 5 5H
IQQ
= II I COVEFE[)
10 CONCRETE m4_e� D !NNam
9.-4" CLG
V:NYL PLANK-
25 SH .�
T
HIS 3Ya"
2x6 WALL ® B
341R" AFF. - Fl\-_____
X U
GR=,4T
-
�m
s 9 CLG
i
viN"`_ PLANK ter'
III I
LL
4'-5Yz" 4,_2„ 5'-52„
54TH th KITCHEN
9' 4"CG
4 = LC 9'-4" CLG
VINYL _
V.N. _ PL NK i rEFVINYL PLANK toes
, LANK
• � � vmrL PLaN'c� � v,
SLOPE CLG_ `C, — i R45 — —
M
I— oxTUB/SHOWER�I - <
4'-5Yt I4,_2" B-5Yz" m3'-8)i"
LAUNDRY 0�o m11
o 61 w N CLG
ix o y,' BiY V 1
5EL- �, 00 2- -
p e WASHER;ALWAYS r 1 9'-4" GLG
3 LOCATE ON ?HE VINYL PLANK -
�, GREY _ �— W
m e
2 i LFF
ry �w iI v BOX +Rb — 2�s O
DF YER vENT
LOCATION _
FOYER 2 4" �l �',
_ 9 4 CLG OCAiION FOR (D WH 45
VINYL PLAN C T 30LLARD, CODE REOUIRE5 PER j
5 I" TYP 11ARCET "8'-5"
0
TEMP.
%H34 5H
-�-�-
3m!e TRANS im!e TRANS
3' I0" I'-m' 3'-4"-6'. 2x4 WALL
I 9 I SON! (�/AfRAG� _
a. I 9'-4" CLG A F
ON
�O�RC CCRETE �—
9'-4' CLG A F. 5ET 50FIT �i
???��I CONCRETE AT 8'-0" LT. 4*
I---------------------------- -
LINE OF WALL --------
,r tA50VE-------_
j I
m I II I
I ��e
16' 0" x T-0' OH, GARGLE DOOR
I
-4"{ 16 -m" OPENING 2'-2"
9,_8., 20 -4„
30'-0" OVERALL
FIRST FLOOR PLAN - ELEVATION W
BCAIE: L8+P0'�11a77)
9CNE 11M1P0`Q28Q
N
I
m:
z � m
C) o �
w LL
I--I
w
I C) w m
U Q
mare Vmm
REVSDNS:
O
0
J
m
—
�
N
~
CY
O
I
ca
CD
^^ '
VJ
Q
w
v,
C N
c 7
O
U w�
z
cr
U
=: a
z -2
Q
��//'��
VJ
4D 9 O
Cr
N U LL
W
O >
O
U) _
rI
O 00
H
M r-N
I_
MMUP. FM
VERSION: 5.0
9&TNYE
FIRST FLOOR PLAN
�'SIgTt
-1.0
7
c:RasPA_L_ I�H
I/2 .
DIAME- R�
m
RETURN
ANDRAIL
P-1- HANDRAIL N COn=LI \Gf JI_u
THE CURRENT APPROVED BUILDING- ®CODE.
ST,4!R D14�I\,4I 1
Im
r� -
r�
FLOOR =LEAN NCTE5
-ROV w 2 —N J =5u'r BOAR) 5EP4RA CN 47 w'AL_5 ANC ./Sr"= x _v.L'. 65
N --E GARAGE 4 'A ENT -07- AN H0)SE AND 4771C, AREAS.
11A51ING MACIII,NE IS ALIUA"5 LOCA - D EFT OE THE DRYER UNLESS NOTED OTHER-' ISE.
AL Ex, ERIOR JJ4LL5 ARE DRAWN AT S"' qY5 UNLE55 NOTED OTHER115E.
AL N-Er OR AND CO"MON W4_1_5 AzZE DRAN A 3 71..NLE55 CT-,- C HERW'.'SE.
-EA:)'R =CR ='R3. P_COR 5 4- S -0' u/ S'-A- CLG 1 SECO1:� F_0CR IS AT 1 -0 Ai a C_G
HANDRAIL HEIGI,- SHALL BE 36' MEASURED VERTICALL- FROM THE NOSING OF THE TREAD.
! : JENOTE5 EGRE55 WINDOW
DOOR NINE tO F/Jl T-'� '
7W 4W
CLOW
j 000e
,AGYP. G
MM1NG
r '. SUlHOO[ HEVARN! I
oluexsav vnxlrs aFa nuu '
�HVAC RAISED PLATFORM
30-O'OVERA'—'
3
o
- 3-4yj"
r
3.-0��
III
51OX5/0 51+ (•)
I -
v
r LINE OF WALL
BELOW
91 -a' 1 6.-y'
L —
30'-0- OVE- FALL
SECOND FLOOR PLAN - ELEVATION 41C
8011E ri'VOI.17)
SCA
M 11^1w w
010i' Anu DEVE.OP`EN�. .
DO NCT _ALE TNESE JRAIUINGS.
vERIETFm -D ; AND
61TE ILAS
BEFCR G AND SITE PLANS
JRAWIM{ DC N.^.r MAIN
�cwlc Nrca'+A, aI =� ANC
_rc-
N'EEF
� /AN E:TAT:P, ETT
'7JEENS74E RENTA, Grt E
BE WEEN TH SE RS. OAND SHE
ASSOCfAT AL AU-5 / SITE
AWIN DRGS SHAG' BE REO70
D N
ca+ RA., -OR AT ac AND NO
CGNSRICU'd SHALL PKCCEED
uNru_ CPRR= - S 7
rE',h.IR=i^ENTS ? J'A'_ 31ILDINA
':�SFIG CLS P'_T Wlru STATE
E+:ILC NG CJDES
U � 1 N �
> w �
DJ �
U Q
Q
F EVOM:
Y },
o
J i
ca
IZ �
VJ N
V
LL1 � I
O U zlo
�1
G= Sao
> '
U oa0
CO �LL
w coo
O ?_
O C, 11
O W D_
H cM ^ N
L J
L�
VERSION_ : 5.0
.EETWE _-
SECOND FLOOR PLAN
81EETt
-2.0
--- I I -r- - T - --
I
N
TOP OF FASCIA
-i
2,. ELR CEILING
-.
—WWDOI--TNY-
6" '-RiE2E�
0
-
h3 3OARDa BATTEN
� I
B
(16 O/C PER
O
O
w'. -
r
COMMUNITY SPECS f7
�'� 4_'
A' CORNER -RIM-
z
Iw
a" TRIM a Ski
L
SECOND FLR
c
�
!st FLR CEILING
_WINDOW LINE
''.
4" RAISED STUCCO
TRIM Q SILL
1I�
FIN FLR ELE✓
ROOF PLANK'
SCALE 1/16%' (11x1n
81111 IR+1�0 ow
ZONE 1 ATTIC VENTILATION: (300 50 FT ATTIC SPACE /! 50 FT VENTILATION)
,CALCULATIONS REFLECT 50% RIDGE AND 50% 50FFI7 vENTS
1JIB SQ FT JNDER ROOF ATTIC / 300 SQ F: / 1 SQ FT = 439 SQ FT VENTILATION
GFF-RIDGE VENT = 138 SQ IN EACH (4' vENT)
SOFFIT VENT • 95O IN EACH
439 5Q FT x 50% = 7'S 5C FT 4C•-, 719 5Q FT LOW
HIGH VENTING
2 B 5Q FT x 144 SO IN • 31584 5Q IN REQUIRED
(3) OFF -RIDGE VENT x 138 5Q IN 414 SQ IN
LOW VENTING
219 SO F' x 144 50 IN •31584 SQ N REQ111RED
35E4 / 9 = 35 50+11 VENTS (CONTINUOUS VENTED SOFFIT) -
ZONE 2 ATTIC VENTILATION: (300 5O FT ATTIC SPACE / 15Q FF VENTILATION)
1 210 SQ FT UNDER ROOF ATTIC /
300 5Q FT / I SQ FT = 10 5Q FT VENT' ATION
5QPIT VENT 9 SQ IN EACH
LOW VENTING
�'. 10 SQ FT x':44 50 IN =10080 50 LN REQUIRED
100 SO / 9 = 11 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
ZONE 3 ATTIC VENTILATION: 1300 5Q -T ATTIC, SPACE / 15Q FT t.�TJLATION)
56 50 FT UNDER ROOF ATTIC I
100111 FT / I SO'-- - 1110 FT VENTILATz-
SOFFIT VENT 150 IN EACH
LOW VENTING
,IS 5Q FT x 144 50 IN =2698 SO IN REQUIRED
768E / 9 = 3 SC, -FIT VENTS (CONTINTIOLS VEM=ED 5OFFI T)
ZONE 4 ATTIC VENTILATION: (300 SQ FT ATTIC SPACE / 15Q FT VENTILATION)
142 SQ FT UNDER ROOF ATTIC /
300 SQ FT / i SO FT • 41 SO FT VENTILATION
1 SOFFIT VENT 9 50 IN EACH
LOW VENTING
41 SQ FT x 14A SQ IN +6516 50 IN REQUIRED
66,16 / 9 : 8 SOFFIT VENTS (CONTINUOUS VENTED SOFFIT)
TOP OF FASCIA
WNDOW LINE
TYP.
@ LINE OF
FLASHING—
SECOND FLR- -
m '
s, FLR CEILNG- -
WINDOJ,' LINE
m �
III � I
F RST FI_R
6/12 PITCH
ARCH 5HINSLE ROOF lT'P)
It —IJ-JI== 1— U—w —IU anzPlTCH�-
4/I2 PITCH ARCH SHINGLE ROOF (TYP)
ARCH SHINGLE ROOF (TYP)
�I Iaal'
7 1-77R==
-
FRONT ELEVATION'r
SGUE 1/" V(11Xn7)
SGVE 1/41PVQ204)
4VENT ,' 4' '✓ENS A' YcNi
REAR ELEVATION'K'
SCXE 1/S'A,W(11117)
WAM W. wow
6/I2 PITCH
ARCH 5HINSLE ROOF (TYP)
FRIEZE
TRIM
4" CORNER TRIM
.8"x60" BOARD AND
BATTEN SHUTTERS PER
COMMUNITY SPECS'TYF
4" TRIM AND
SILL
_.'NE OF
FLASHING (TYPi
6" RA'SED
STUCCO TR'.M
COACH LIGHT PER COMM
SPEC-,
EMEN7-.TIOU5
STUCCO PER
COMM, SPECS,
4 RAISED
57JCCO TRIM
-HORIZON74L LAP
51DING PER
COMT, SPECS
4"CORNER
TRIM
(TYP)
CEMENPT:OUS STUCCO
PER COMM. SPECS.
02021 ANH DEVELORITT
DO NO' xILE -HESE DRAWING--S.
:VERIFY 911iLDIW.x _'NTATIOLU
CONTRA.' -(OR AND SITE P'J+N5
"E', CON5TIZIG71ON THESE
DRAUl, DO NOT CONTAIN
1P 011C IN-ORNATION FOR ANY
5TR TURAL ELENEMS (TO SE
PROVIDED EY ENIINEER ' I
RECORD) ANY DLSCREPANC'
(C YEN510N5, ORENTATIGN, ETC,)
SE'L:EEN -4 &E DRAWIW-S AND THEIi
A51OCA71 DR4WIN'i5 —1, 51TE
DRAWINGS S' LAC. 5E REPORTED To
RA CONTCTOR AT ONCF NJ0 NO I
15T17;GN 5HALL P'�'OGEEO '
UNTIL CORRECTED'S E
CONTRACTOR ASSJ1 THE
RESFONSISI LIT' TO MEET ALL
IREoulR YENTS OF LOCAL EWILDM-
)OFFICIALS 1 TO CONPLY WITH STATE
&IILDING CODES.
W �
U �
O Z m
Q.i O Q j
Q w �I
c) m
uQ
5x Q�
G17E 441 m
REVBgNS:
J �
m �
N
Lo
H N
10
'(^Q
V
Zco
'
[n
C N
0 c-
K Z
LL �� J Q
/U//�� > o o
VJ OJ
CC ch to LL
1
W ��0 -j
r fir- _ =
0 6lr� a
L J
I 11RWM SY: FIE
VERSION: 5.
FSRiTW E
FRONT/REAR ELEVATIONS
& ROOF PLAN
sm#
A-3.30
TOP OF FASCSA
2- FFLR CEUNNG
WINDOW LINE
III �I
SECOND FLR
Ist 9L csuNG
WINDOW
v
m
FN FLR ELEV
1 6,42 PITCH
ARCH SHINGLE ROOF MI`)
TOP OF =ASCIA
//
'n
2;d FLR SEILING
WINDOW LINE I. 1
H..RIZ 'LAP
[D
- SIDING PER
COMPT SPEC5
4" CORNER TRIM
�L
LINE OF
FL45,-1NG (TYP)
2
1 ECOND ELR 4�
12
4
FLR CEILING
_0
HORIZONTAL LAP T�=_
51DING PER
Co^ s=Ecs
4'CORNER
D
A;
RIGHT SIDE ELEVATION'r
SCMF,ro'`PPu,.,n
B,IE, S/4+,IPr"
LEFT SIDE ELEVATION Or
SCAlE1"I'v(Ium
SCAE:1//%1%(rP Q
12
a
6/12 PITCH
ARCH 5HINc-LE ROOF /TYPJ
61112 PITCH
FRIEZE
—LINE OF
FLASHING (TYPJ
12
4
ft ?I -I HFlll--l—
DO NO `. ALE THES DRAL'INGS.
VERIFr 5HIL11 ORIENTATION W)TN
C0J7R4C7OR AND 5JE PLANS
BE -ORE CO -, 1 - W. THE5E
DRAWINGS DO NOT �RAN
SPECIFIC INFORMATION FOR ANT
STRJ5i1/RAL ELEMENTS (TO BE
PROVIDED BY EI _WEER CF
RECOfc)_ANY DISCREPANCY
(DIMENS'.U15, ORIENTATION, ETC)
BETWEEN 7HE5E DRAWI�5 AND THE
A550GATED DRA'LIN65 end/a 5I7Ei
DRAWING$ SHALL BE REPOR'ED TO
CGNTRIti'OR AT ONCE AND NO
C ,75 CYM 5HALL `f __EED
WTIL COFRECTED. THE
G✓^.\'RACTOR A55.1ME5 THE
RE5PONO3ILITT i0 `IEET 4LL
,IRE—E 6 LOCAL &IILDING
<FFICIAL5 . TO COMPLY 1 iH 5T4
WLDING CODES_
4_j
J �
Z ci
0
J
^
w �
Q
O
O
Y },
Lo
J �
m O
N
N
I� � I
Chi
Z '
U) M 4I
O U Lu Ln
ZM
0_ < 0
U N -,7,
> moo
0= N <
W O00
}�
O vx
o
P M Lu
r N
VERSION: 5.0'
N
SIDE ELEVATIONS
AHf
-3.31
5UIL'DING SEA ',ON NCTE3
REASE NOTE, THEE DE74tL5 ARE 5'RO-LY 4RCNVTECTIR4L. REFER'O 5TRICTURA-
SH.EET5 FGR MORE INFOR"ATION.
5ECTIONS 51.MLAR TO OTHER ELEVATIONS AND WHEN :i511JG 2x6 EXTERIOR J4LL5
_ TOP OF FA5_0A
—and FAR cETINw
"'LINDOU LINE
I
� e
5ECOND FLR
FLR CEILING
WINDOW LINE
v
� Ali
ml
FiN FLR ELEV.
� a
P.RE-MANUFACTURED TR'J11E5
IN,5LATiON PER FBC AND ENERGY FORM
SUBMIT ED WITH PERMIT APPLICA-ON
LOFT
s a a Q HALL BATH ALL
BEiDROO'l3
1 COMPACTED, TERMITE TREATED 501L mN4POR
BARRIER
FOUNDATION (5E'E
BUILDING SECTION 'AR STRUCTURAL PLAN
ScaE:;I"IWn1x17)BtvAMN rSNOYM•ALL BEVATONB SI W
SCALE W-IWP"
1z —
6�
1-
�6
'RE -MANUFACTURED TRJ55E5
17
�6
NSULATION PER FBC AND ENERGY FORM---
Ia
a5
TGP of-Ax'A,
SUBMITTED WITH PERMIT APPLICATION
2 a FLR CEI! INL
1 �„
ENDOW' LINE
f
1 OFT
e111
PR!`1ARY QUITE
DROOL
\
12
_15ECOND F R 4
\
\
V
/
/
14
a
4
\T
1st FLR CE:.NrlI6
VW'NDOW LINE _
m 13
Ii
ILI
OO�RD
w / 8
o
FRONT
III
PATIO
r—REAT ROOM TORAC 6
m I'I
FOYER
5
i
P \
FiN FLR ELEV -
—
CGMPACTED, TERMITE TREA?ED 501E wIVAPOR 16 READS 9 Im'• 3Yi"-13'-7Y"
84RRIER - F1ELD YERIFI'
FOUNDATION (SEE
BUILDING SECTION'BB'
5TRUCTURAL PL ANU
SCAMt"WVUIn�ATONr%V*I-&lEMATONSSMM
SChm µ%imrw y
CP.I — DEVELOPCN?
DO NOT SCALE THESE D—ING5
VRFT EUILDINS ORIENTATON miii!
j CON7RAC70R AND 517E PLANS
EE'ORE GONSTROTIQL THESE
GRAWMGS R NOT CONTAIN
1 S7,C %IO I LPI' EA.NTFOR ANT
S�LV IOE L ELEMENTS R ESE
PRGVIDED , Et VEER LF
RECGRDJ-ANYIW4TIO,ET-
lDMENSIONS ORIE WING6 ANC 7J
EE!I: 147 -ESE DRAW'MGS r1ND THE
D-OASS� .7EDALL H Eand/or SITEI
D ITRb SHALL 7 REPoRTE1 i0`
CC.NTRACTOR AT ALLONCE4ND NO
CONS,NTIL pd SHALL FRCCEED .
I➢JTIL CORRECTED. i+E
CONTRACTOR ASSUHE5 THE
RE6P0N5151LIi' TO MEET ALL
REGVIIREMENTS OF LOCAL f`H 6TAT5111LDINE
GFFICIAL6 � 70 COMPLY IUE
'
EAIILDING
CODES.
N
� I
0
z m
J
O ao
Qi
j
Q
w �
U
S •6 Q
.
1 I�V6gNS:
0
O
Y
J L
m �
N
0
O �
1ca
(� 0
z 1
U) N
v ;
O U Wz Ln�
1
LL �� J Q
U ( JF
' ^ > Q O I1
cr ( LL
w O
0 0�
1 }
O '�
H M co
OAINIISM 1 FAE
VERSION: 5.0
SNHTNYE
BUILDING SECTIONS
slEtTe
Vk-4.0'l1
ELECTRICAL LEGEND
�'51.5
GAS. LINE
RECESSED CA\
�C'y
COLD WATER
c
ON v
0
ELECTRICAL PANEL
W\TEG C-,T
ELECTRICAL METER
'aA_L SCCNCE
DISCONNECT SWITCH
FLUORESCENT LIGHT
w/I BULB
SWITCH
FLUORESCENT LIGHT
w/ 2 BULBS
s
3-WAY SWITCH
VAPOR PROTECTED
LIGHT
4-WAY SWITCH
EXHAUST FAN
DIMMER SWITCH
EXHAUST FAN w/
LIGHT
T
ENJI
®
EXHAUST FAN w/
HEAT e LIGHT
DUPLEX OUTLET
SMOKE DETECTOR
QUADPLEX OUTLET
®
CARBON MONOXIDE
DETECTOR
�.
SWITCHED DUPLEX
THERMOSTAT
OUTLET
Y
Y
r _JD
FLOOR OUTLET
DIRECT WIRE
�1
GFI OUTLET
T
PHONE JACK
WATER PROOF GFI
M.,
OUTLET
T
MEDIA JACK
-
CEILING MOUNTED.
'CABLE 'd OUn ET
OUTLET
®
230V OUTLET
DOOR C_.MES
i�
CEILING MOUNTED
C
5ECIJRITT PANEL
u
LIGHT
HANGING CEILING
FLOOD LIGHT
MOUNTSLIGHT
n
n
C-#-�
CEILING FAN
C--*-7)
CEILING FAN./ LIGHT
U
U
ELECTRICAL GENERAL NOTES
SWITCHES TO BE 45" AFF.
RECE-TS TO BE 12" AFF_ - 42" IF OVER A COUNTER
ALL WIRIPC: TO BE IN ACCORDANCE WITH NEC
ARC FAULT CIRCUIT INTERRUPTER PROTECTION SHALL BE PROVIDED AS REQUIRED
IN NEC 211 AND SHALL BE INSTALLED IN A READILY ACCESSIBLE I OCATIONL
ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER
SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE
AND IN5TALL LOCALLY CERTIFIED SMOKE DETECTORS. .
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDED AS REQUIRED IN NEC
2102(A) AND INSTALLED IN A READILY ACCE551BLE LOCATION,
IT 15 THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL
ELECTRICAL WORK 15 IN FULL COMPLIANCE WITH NF.PA. 10A - NEC. AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE INTERSYSTEM BONDING TREMINATION AT SERVICE LOCATION PER NEC
25094
LUMINIAIRES IN CLOTHES CL05ET5 SHALL BE INSTALLED PER T4E PROVISIONS OF
NEC 410Jb(A) a (8)
--RECE55ED LIGHTING TO BE AIR TIGHT AND IC RATED
001 O- THE LAMS N-ERIANENTLY INSTALLED FIXTURES SHALL BE
�' EFRCIENCT
c- "L. Rr- A- OE -OR ADDITIONAL INFORMATION.
- _4RA\CE5 AROUND PANELS AND DISCONNECT5 IN
COMPLIANCE --- NEC '026.
ALL RECEPTAC'_ES STALL BE TAMPER FFE515TANT PER NEC 406,12.
THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLE(S) IN A GARAGE SHALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE
OUTLET SHALL BE INSTALLED FOR EACH MOTOR VEHICLE SPACE.
AFCI PROTECTION - 21012 (B) DWELLING UNITS. ALL 120 VOLT, SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUIT5 SUPPLYING OUTLETS INSTALLED IN DWELLING UNITS,
FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DEN5,
BEDROOMS 5UNROOMS, RECREATION ROOMS. CLOSETS, HALLWAYS, OR SIMILAR
ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED AFCI, COMBINATION TYPE,
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
EXTERIOR GARAGE
200 AMP METER MAIN COMBO
200 AMP MAIN
LUG INTERIOR
PANEL
4/0 AL SEE, GABLE
GROUNDING ELEGrRODE
SHALL COMILY LJITH
± SEC 25052
ELECTRICAL RISER DIAGRAM
IN.T.5.
Alf DISCONNECT G
� I � I
F
'��. LIGHT
R.I
-----------
__ ____________________ _ _______________.
L_ — — — — — — — — — — — — — —
OFT DEDICATED 50
I,\ AMPS !14 50 NEMA
\ 240v) IF REQUIRED
BY CODE
FIRST FLOOR ELECTRICAL PLAN ELEVATION "r
SGYE: IU�PO)1M7)
WALE. /hlv-p"
Q¢l c-= D=4ELORiINT
- O' `GALE T!LPSc DRAWINGS.
3Y EIKINEER OF
'�. - D15CREPANC"
\ O EN AT W
T DRdW AND T.1E
..x DRAWTYS - SITE
CRAWINC5 5 ALL SE R=.. OR1ED i
CLNTR.dC NCR AT GLACE AND NO
CONSTRICTION SHALL PROCEED
UNTIL CORRECTEC. THE
CONTRACTOR AS61ES'HE
RESPONSIBILITY TO IF-T ALL
GI REMEN75 OF LOCAL 61ILDIN6
CHH IAL51 TO G YPLY'LITH STATE
EUILDINC- CODES. ,-
IIli�iiiiiY7
I�10�
-IIIIIIII,—
I-
C)
Q
Y f,
J —
m ai
N
Ll)
O
J
V V
Z I
/� SQ
VJ L N
V
O U wM
Z I= � g
C) 6 ' -
i �O
0=
J
y � �`
W
>U3
��O
�..L Z) 2
O
Ora
H
M coN
i
OIVYMBT. FeE
VERSION: 5A
8111i
ELECTRICAL PLANS
FIRST FLOOR
SRET•
i
E-
i
ELECTRICAL LEGEND
RECESSED CAN
—GAB
GAS LINE
y„de
GH'T
OLD WATER
FLGSB MOUNT ',EC
r—�
_. _
ELECTRICAL PANEL
I n
Y
WALL MOUNTED LIC-HT
ELECTRICAL METER nOT-
WALL SCONCE
DISCONNECT SWITCH
FLUORESCENT _ C- T
/1 BULB
SIJI'CH ®
FLUORE C NT IGHT
2 BULBS
�J
3-WAY SWITCH
a
1 VAPOR PROTECTED
LIGHT
4-WAY SWITCH
EXHAUST FAN
- DIMMER SWITCH
MM
'♦T
EXHAUST FAN w/
LIGHT
IIL�
I
Y BU4TGN
I '
Ex'-.AUS AN -/
HEAT a L:GHT
DUPLEX OUTLET
SMOKE DEEC-0
QUADPLEX OUTLET
0.1D
CARBON MONOXIDE
DETECTOR
SWITCHED DUPLEX
O
T4ERM05T-AT
OUTLET
FLOOR CUTLET I
DIRECT WIRE
GFI OUTLET
T
,:ACK_
WATER PROOF GFI
—PHONE
CUTLET
MEDIA JACK
-
CEIL NG MOUNTED
OUTLET
CABLE TVOUTLET
[ryl
220Y CUTLET
DOOR CHIMES
�h. CEILING MOUNTED
SECURITY PANEL
LIGHT
HANGING CEILING
FLOOD uGur
e?l MCLNTED LIGH-
n I
—
—
CEILING FAN
CEILING FAN W/ LIGHT
u
u
1 ELEG,RICAL GENERA'_ NOTES
SWITCHES TO BE 45' A==.
RECEPTS TO BE 12' AFF- - 42" IF OVER A COUNTER
ALL WIRINC -0 BE IN ACCORDANCE WITH NEC
I
ARC FAULT CIRCUIT NTERRIPTER PROTECTION 5HALL BE PROVIDED 45 REQUIRED
1 N NEC 210:2(A) AND SHALL BE INSTALLED IN A READIL" ACCESSIBLE LOCATION.
ALL SMOKE DE CTORS SHALL BE IARDWIREC INTO AN ELECTRICAL POWER
SOURCE AND 5H4L BE EQUIPPED WITH A MONITORED BATTERY BACKUP PROVIDE
AND IN5TA' L LOCALLY CERTIFIED SMOKE DETECTORS,
GROUND FAULT CIRCUIT INTERRUPTER SHALL BE PROVIDE? 45 REQUIRED IN NEC '
210_1(A) AND INSTALLED IN A READILY ACCESSIBLE LOCATION -
IT 15 THE RESPONBIBILTY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL
EL_CTRICA WORK iS IN FULL COMPLIANCE WITH NFRA. 104 - NEC AND ALL
APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES.
PROVIDE NT RSYSTTM BONDING -REM NATION AT SERv'GE LOCATION PER NEC
250B,
LUMINIAIRE5 IN CLOTHE5 CLOSETS SHALL 5E :NSTALLED PER THE aROVISIONS P
NEC 41016(A) a (B)
RECESSED LIGHTING TO BE AIR TIGHT AND IC RATED
100% OF THE LAMPS N PERMANENTLY INSTALLED FIXTURES SHALL BE
HI61H-EFFIC'iENC`" LAMPS
REFER TO ENERGY CALCULATIONS FOR ADD 'TIONAL INFORMATION
PROVIDE THE REQUIRED CLEARANCES AROJVD PANELS AND DISCONNECTS IN
COMPLIANCE WITH NEC 11026.
ALL RECEPTACLES SHALL BE TAMPER ,RESISTANT PER NEC 40612,
THE BRANCH CIRCUIT 5UPPLYNG T=AE RECEPTACLE(5) IN A GARAGE SHALL NOT
SUPPLY OUTLETS OUTSIDE OF THE GARAGE AND NOT LESS THAN ONE RECEPTACLE
OJT� ET EHAL_ BE INSTALLED FOR EACH MOTOR vEHIC: E SPACE.
AFLI PROTECTION - 21012 (B) DWELLING UNITS. ALL 120 VOLT. SINGLE PHASE, 15 AND
20 AMP BRANCH CIRCUITS SUP?LYING OUTLETS NSTALLED IN DWELLING UNITS,
FAMILY ROOMS, DINING- ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS,
BEDROOMS SUNROOMS, RECREATION ROOMS, CLOSE-S, HALLWAYS, OR SIMILAR
ROOMS OR AREA5 SHALL BE PROTECTED BY A JSTED AFCI, CGaBINATION TYPE,
INSTALLED TO PROVIDE PROTECTION OF BRANCH CIRCUIT.
> 6 3 3 6r
y' \
/ 4'-0�
II'
A—
u \ Tr m s
1 tP
_ i III
Ili a/c
I'I DI51_0NNEGT
LTo arlc�
a-,/H`F
L
SECOND FLOOR ELECTRICAL PLAN
PART. SECOND FLOOR ELECTRICAL PLAN
_-01021 any DEVELOP ENT _
DO NO? "-....'ALE THESE DRAWRK6. _
V[RIEY TORNWITi
CLTNTRACTOR AND SITE PLANS 1
I BEFOfE CONST,RZ"IP:. THESE
DRAWING5 DO NOT CONTAN
SFBO-FC INFOSMA71g - ANY
57ialGTl1RAL ELEMFNTS('05E
PO�VIDED 5Y ENGINEER CF
RECORD) ANY DI CREPANCY
(DNENSION5, QRIENTGTIGN. ETC)
BETWEEN THESE DRAUA 5 AND THEi
A55OCIATED DRAW,NG5 and- 51TE
DRAWING5 SHALL 3F REPOREZ TO
GOITRAGTOR AT DICE AND NO
CONSTRICTIONRCCEED
UNTIL Ov`2E ED. HE
CONTRACTOR A..5W1E5 HE
RESPON519 LITY TO MEE- Al -
RE,
IREME,-5 of LOCAL 6111LDML
OFICIA15 r TO COMPLY WITH STATE
PIILDING CODE5. 1 r
U �
Z 6 rn
O
N o�In
I
w
V Q '
F-� N
MEW Mre 4M M
FIEVOM:
J
m
-
�
ai
N
Lo
I_
N
10
�cu
(Z
_
(%)
C N
c V
O
U W�
z�
C)
yr�i J QD
N ��
rr^^
VJ
�
0 O
fr
co
W
O >J
I
N C/) 2
I I� :::)
O
1 >CL
Cc
Q V
M 00 u
E—
co N
F
J
1 IM1YN6f: FIE ..
VERSION: 5.0
9�TNYE
ELECTRICAL PLANS '
SECOND FLOOR
SHI
E-2.0 l
2" VTR
I
I
I
I
I
N7$.
SEWER
O 2021 AMH DECELOPMrET
DO Nor SCAiE THESE DRAWINGS.
vERFY BUILDIN,, ORIENTATION WITF
ON?RACTOR ANC 9TE PLANS BEFCR.
CONS RUCT'ON-HESE DRAWINGS DO
NOT CONTAIN SPEODC WFORMATION
FOR 'Y STRUCTURAL ELEMENTS PTO
BE PRONDED BY ENGINEER OR
RECORD)_ ANY DSCREPA.NCY
!DIMENSION$ ORIENTATION, LTG)
BETWEN TRES2 DRAWINGS AND "I
ASSOCIATED DRAWINGS and/ar SITE
DRAWINGS SIAL_ BE REPORTED TO
COICTOR AT ONCE AND NO
CCNSTROCDON SLALL PROCEED UNTIL
CORRECTS TE` CONTRACTOR
ASSUMES iH� RESPONSIBILl' TO -
MEET ALL REQUIREMENTS OF LOCAL -
awLomG OFFICIALS & 70 COMPLY
IMTH STATE BUILDING CODES.
c
z �o
�z
N Q
T�
Imam
�Q
a,E
FMM:
a
c-
Y c-
J �
m E
N (D
Lo CD
H
C2
O cv
J
I �
0
Z
U) U
O > W�
z;
aQ
U j Jo
C/) (D o0
cofr Q W
O n ui
H c/)J
0 N
LL O000
F n W
M MN
JL-
L J
gym:
VERSION: 5.0
PLUMBING RISER
81
P-0.1
HOUSEWRAP BARRER(U
JOINTS) OVER EXTERIOR
SHEATHING PER SPECSH
TO OVERLAP RUBBERIZE
FLASHING
RUBBERIZED THRU-WALL
FLASHING, EXTEND UP 8'
VERTICALLY (4'MN
VERTICAL PROJECTION
ABOVE SUBFLOOR), TRIM
TO OUTSIDE FACE OF
BRICK
THRU-WALL FLASHING
HOUSEWRAP BARRER (TAPE ALL
JOINTS) OVER EXTERIOR
SHEATHING PER SPEC -SHEATHING
TO OVERLAP RUBBERIZED.
_
- ISN BLDG FELT BETWEEN
FLASHING \
HOUSEWRAP BARRIER AND
"
BRICK VENEER -TYPICAL UP
3'
RUBBERIZED THRU•WALL
FLASHING, MEND UP Ir _
ISX BLDG FELT BETWEEN
VERDCALLY(4-MIN - - -: -
HOUSEWRAP BARRIER AND
VERTICAL PROJECTION
BRICK VENEER -TYPICAL
ABOVE SUBFLOOR).
TRIM TO OUTSIDE FACE
CONTINUOUS MORTAR NET
-- WEEP HOLES AT COURSE
OF BRICK
ABOVE FLASHING - 24' O.C.
HORIZONTALLY
\--WEEP HOLES AT COURSE
-HOUSEWRAP BARRIER-
REFR TO DETAIL FOR CUTTING / COORDINATE ISN BUILDING FELT
BARRIER AT WINDOW OPENING. APPLICATION WHERE BRICK VENEER IS
SPECFED
FOLD HOUSEWRAP DOWN OVER HEAD FLASHING
- AND APPLY CORNER PATCH MENDING 1" MN,
BEYOND BARRIER CUT
INSTALL HEAD FLASHING OVERLAPPING
\ UNDER HOUSEWRAP
WINDOW FLANGES A MN. OF 7 - INSTALL
,APPLY JAMB FLASHING OVER SIDE
WINDOW FLANGES - MN. ]'ABOVE
( HEAD AND 3'OVERLAP AT SILL
INSTALL WINDOW OVER SEALED AND FLASHED
PREMANUFACTURED SILL PAN BEFORE TAPING - FILL
ENTIRE INTERIOR PERIMETER GAP W /
NOWEXPANDNG FOAM OR SEALANT
NAPE SEAM OF OVERLAPPING PLASTIC SILL
BOOT
\- PREMANUFACTURED PLASTIC SILL
BOOT
NO- -C S✓AL'
- --
GABLE END WHERE OCCURS
REFER ELEVATIONS AND DETAILS
12 SEE ROOF --.. TYPICAL ROOF COVERING PER SPEC
PUN
TYPICAL ROOF TRUSSES PER SPEC
TYPICAL ROOF INSULATION PER SPEC
PER ROOF
PLAN DRIP EDGE PER CODE S COMM. SPEC
TOP OF C.M.U.__
ttP. M. CLG. -
. , REFER TO ELEVATIOHS
MATERIAL -PER SPEC
v
i FASCIA PER CODE L COMM. SPEC.
REFER TO STRUCTURAL _
FOR TRUSS TO WALL
TYPICAL SOFFIT FINISH PER SPEC
- TE BEAM- REFER STRUCTURAL
CONNECTION
� TRIM PER ELEVATION PER SPEC
- B"CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO F149H ON BLOCK PER
SPEC
TYPICAL INTERIOR WALL
FINISH AND 14ULATION
OVER BLOCK PER SPEC
TYPICAL BASE
PER SPEC
ABOVE FLASHING - 24' O.C.
SOLD GROUT BEHIND \ HORIZONTALLY
FIRST COURSE-TYP
FOUNDATION / POURED FOUNDATION
WALL
BRICKLEDGE
THRU-WALL FLASHING @ BRICK LEDGE
10- TO 5G4'-`
12
GABLE END WHERE OCCURS
REFER ELEVATIONS AND DETAILS
`\ SEE ROOF PUN -
�I
TYPICAL ROOF COVERING PER SPEC
_-
TYPICAL ROOF TRUSSES PER SPEC
11, PER ROOF
TYPCAL ROOF INSULATION PER SPEC
_PLAN
N-A
DRIP EDGE PER CODE L COMM. SPEC
T.O.W.
--
PREFER TO ELEVATIONS
REFER TO STRUCTURAL -�
FASCIA PER CODE L COMM. SPEC.
FOR TRUSS TO WALL
TYPICAL SOFFIT FN6H PER SPEC
CONNECTION
TYPICAL WALL FINISH ON FRAME w/
SHEATHING, PER ELEVATION PER SPEC
TYPICAL 2c FRAME WALL AND SHEATHING
REFER STRUCTURAL
TYPICAL INIERIDR WALL
FINISH AND BASE PER
SPEC
2NDF.P.
REFER TO ELEVATIONS
WATERPROOF WALL FINISH TRANSILUN VARIES
BY HEVADON. REFER DETAILS AND SPECS
Y
TOW.
'9
ttP. INT. CLG.
REFI3R TO ELEVATIONS
MATERIAL- PER SPEC _
DRIP EDGE CRACK CONTROL AND WENS -
REFER DETAILS AND SPECS
REFER TO STRUCTURAL
FOR TRUSS TO WALL
CONNECTION
TIEBEAM
1
REFER STRUCTURAL
�\ B'CMU BLOCK REFER STRUCTURAL
TYPICAL STUCCO FN6H ON BLOCK PER
SPEC
TYPICAL NTERIOR WALL
FINISH AND INSULATION
WAINSCOT PER ELF/. PER SPEC
VERIFY FOUNDATION PROBE VARIES BY
OVER BLOCSPEC
WANSCOTT PER ELEV. PER SPEC
�I
LOCATION /CONDITIONS
_�
VERITY FOUNDATION PROFILE VARES BY
REFER STRUCTURAL
TYPICAL BASE
���III
LOCATION / CONDBDNS
VERITY DETAL FOR TERMINATION WALL
PER SPEC
REFER STRUCTURAL
FINISH AT FOUNDATION PER ENATION A
II
� II
VERITY DETAILOU FOR WALL
MATERIAL
IORMNATDN
FN6 A FOII TD TDN
H T FOUNDATION PER ELEVATION AND
D-HT'
AAA 76RIA1
FN. FL
'
101141. FL.
'
REFER TO PLOT PLAN FOR SLOPE
-1I H—I
IN
CONFIGURATION
-I G (�
�1=1
Rg� TO PLOT PUN FOR SLOPE
"-III
CONFIGURATION
TYPICAL 1-STORY WALL SECTION TYPICAL 2-STORY WALL SECTION
' 07 TO SCALE NO- TO SCALE
HOUSE WRAP OVER WALL SHEATHING - PROVIDEx
ENOUGH OVERLAP TO COVER METAL FLASHING
AND THROUGH -WALL FLASHING
TAPE OVERLAPPING SEAM
SDNG PER SPEC
17 BEM METAL FIASHNG-
E I D8'VERTICALLYEXTERIOR
_
SEALANT
I
CAST STONE SLL OR BRCK
�SROWLOCK- REFER TO ELEVATION
WALUFLOOR
FRAMING SYSTE
BRICK lEFXTENDMETAL--
WEEP HOLE
RASHIABOVE
l END',/THRU-WALL
ABOylIBEND \
MEMBRANE FLASHNG
T�1�
✓✓✓ !ll���
TO FACE OF BRICK W/ MN. 24"CASTSTONESLL
VERTICAL LEG. UP UNDER
•( BRICK ROW LOCK-
BUILDING WRAP.
%
\11 REFER TO EIEV.
1 rBRICK SOLDIER (OR) 3 BRICK
COURSES -REFER TO ELEV.
THRU-WALL MEMBRANE
FLASHING
WAINSCOT DETAIL
90- _0 5 CA_C
7/8" STUCCO OVER FRAME (SHEATHING, 2 LAYER W.R.B.,
T _ LATH AND STUCCO) - PER SPEC
PEEL & STICK BRIDGE FLASHING, SHINGLE UPPED
OVER STUCCO ACCESSORY
/// VINYL PLASTER DRIP SCREED - PER SPEC
INSTALL PER MANUFACTURERS INSTALLATION NSTRUCTKNJS
CAP SHINGLE - DO NOT STAPLE OR NAL
ROOF CEMENT
SHINGLE ROOFING ON ROOFING UNDERLAYMENI- PER SPEC
PEEL 3 STICK BRIDGE FLASHING. OVERLAP ON TO ROOFING
s. UNDERLAYMENT
6"x6" CORROSION RESISTANT BASE FLASHING - PER SPEC
-_---_— PRE-ENGINEERED DOD TRUSSES SEE STRUCTURAL AND TRUSS
DRAWINGS FOR SPACING AND CONNECTION DETAILS
NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE NSULLED
PER MANUFACTURERS INSTALLATION INSTRUCTION. VERIFY ROOF
SHEATHING WITH STRUCTURAL DRAWNGS
,2 , ROOF TO WALL AT RAKE
� SCALP 3'= _0
3-STUCCO OVER FRAME (SHEATHING, 2 LAYER
R.B. LATH AND STUCCO) - PER SPEC
11.3 STICK BRIDGE FLASHING, SHINGLE LAPPED
VIER STUCCO ACCESSORY
NYL PLASTER DRIP SCREED - PER SPEC
STALL PER MANUFACTURERS INSTALLATION
STRUCIIONS
AP SHINGLE - DO NOT STAPLE OR NAL
)OF CEMENT
W CORROSION RESISTANT BASE
ASHNG (TYP)
RE -ENGINEERED WOOD TRUSSES SEE
TRUCTURAL AND TRUSS DRAWINGS FOR
PACING AND CONNECTION DETAILS
YPICAL ME RDR 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
1 SCALE 3 1-0
W.m -1 DEVE-C-El
'JO 10i.,0,4E ilE ORP111 i5.
1 "i— &IILDI`G OR.ENTAPON jiH
CONTRACTOR AND 51i PLANS
� CONS R ON ESE
JRA _ 7 O —AN
,lOA_ I ce u.-
�cvOED !:EEe
aa5 _171-ATIO,
a5�0` A 'DRAW ^GS 575
JRALNw' TO'
.a.TR Tc a O C ANO NO
ccv RI;C,LN 5HAI L F y
C o H
.AN7�AC7OR I5 S THE
s-ONSiBILlr 0..IEPT ALL
ZIREMENT5 OF LOCAL BIIILDMG
�iC1as5. i0 COMRL. w1TH sTAT9
3'IiLDING CODES
4_j
Q� U
i
F_
LELL
0
LL
^'
F-- LLI
� V @
F
Q
•
I
PfiFABETAM VrM
C)
C)
I Y
I J
m
t•
C,-
O)
N
Lo
�_
N
O
cu
-J
L
cu
rR
V
`^
V
z
1
U)
L N
O
Uwe
Z �
c�
�• J Q
o
� a
�U//��
UJ
W Q J
1=
N cc LL
OF-
'
M w 1I
H
�N '
L J
TRBBT. FILL lJ
VERSION: 5.0
MISC. DETAILS
BEET*
A-3.2'11
J
HANDRAILS SHALL NOT BE LESS THAN 34.OR MORE THAN WIN HEIGHT
ABOVE THE STAR NOSING.
HANDRAIS SHALL BE CONTINUOUS PER PLIGHT OF STAIRS. XANDRW
SHALLSE 110CLEAROFALLANACENTFIMH MATEIWSAHD ENDS
SHALL RETURN TO WALL OR TERMINATE 11/4+2'N CROSS SECTIONAL
DIMENSION, OR APPROVED EDUWMBLT, N HEWER POSTS OR SAFE
TERM111S. HNNDRA S SIMIL BE AND BE SMOOTH WITH NO SHARP
EDGESMORNERS
STAIR AND ROM SUPPLER INSTALLER SHALL SATISFY BUILDING
J
DEPARTMENTAPPRDVAL REOUNEMENTS FOR THE PRODUCTS THEY
¢ z
PROVIDE OR INSTALL
2TOb
GUARDRAILS SHALL NOT RE LESS
c7
THAN WIN NEWT ANY DICTION ANY
LOCATIONTD
THE HINDMLCONSTIIICTDN SHIN BE ABLE TO RESET
LOAD OF 2DO LBS APPLIED N ANY DIRECTION AT ANY POINT
ALONG THE TOP RAL
O ml
OPEN RAILS SPIN HAVE NTBWEDMTE RAILS OR AN
CSREIE MAY
= O
ORNAMENTAL PATTERN SUCH THATA CDMIETER SPHERE
NOT PASS
CANNOT PASS THROUGK
1
THROUGH
rSPHERE MAY
THE GUARDRAIL CONSTRUCTION SHALL BE ABLE
NDT PASS
TO RESET A CONCENTRATED LOAD OF 200 LBS IN
T}{OLIf{
ANY DIRECTION
THIS DIAGRAM ILLUSTRATES THE
THE TRMNGUAR OPENINGS AT
SPECIFIC REQUIREMENTS OF THE
STAIR TREAD, RES, A BOTTOM
BUILDING. CODE AND IS ONLY AN AD
SHALL BE SUCH THAT ACDIAMETER
FOR BIL DNG D6GN AND
SPHERE CANNOT PASS THOUGH.
CONSTRUCTION
HANDRAIL/GUARDRAIL CODE DATA
SCALE: I Ir"- I' m"
FINISHED SURFACE
EQ. TREADS
* SEE PLAN �, \
31rPLYWOOD TREADS - -_,/
ti ag 3/4'
TVP t{;
Q w I
SrPLYWOOD RISERS tl EXPANSION
2(12 NOTCHED STRINGER GAP
TYP.)/
p12X12 SIFNSEAS TYP.
I
S/S'TYPE'1 W. BO. AT ALL WAUS AND
CUM OF ENCLOSED USABLE SPACE
UNDER STAIR
LANDING/STRINGER DETAIL
SCALE: 1 IR"= 1' m"
FLASHED SURFACE
1 \
EQ. TREADS �
SEE PLAN
31''PLYWOOD TREADS L -
Z (12 NOTCHED SIAID61(9 _ s'
STAGERS MN AT EACH - - 2
STAIR SIN) EXPANSION
y� GAP
STPLYWOOD HEERS
SECURE NOTCHED STOW TO SILL RATE / — (3) 2%12 STRN(0tS TYP.
WITH FRAMING ANCHORS. SECIAE PLATE TO
SLAB WITH SLUT PNS ALL WOOD N DIRECT
CONTACT WITH CONCRETE TO BE PRESSURE
TREATED DR PROVIDE IMPERV US MEMBRANE
SEPARATION AS ALLOWED BY CODE
FLOOR/STRINGER DETAIL
SCALE. 1 112 1'-0"
1 114"MIN .-2'MAX - 11/4'MIN - 2"MAX. 11/2'CLR.
HARDWOOD TOP PAL'
AT
PWMAX
O.0 MAIL
BALUSTERS SPACED AT
4
3/4'O.C. MAX
I;
x, —
: 2. �
a 2.
3
STAIR IITD
WALL MTD
HANDRAIL
5CA, E. 1 1/2"= 1'-0"
b FRAMING
GYP. BD. --
1n10 SKIRT BON
2X12 STRINGER
2c4 SPACER
UrTYPxGYP.
WALLS AND CEI
ENCLOSED USAI
UNDER STAIR
SKIRT/WALL DETAIL
5CALE: I'/2"= I' m"
MATCH HEIGHT OF
2d2 NOICHE
NSTALL2%R
SPAN OF STR
(3) W2 STRI
SNB'TYP TG
CELNG OF E
UNDER STAIR
STRINGER/LANDING DETAIL
SCALE: 1 :/2"= 1'-0"
an — of'-Lo-EN•
NOT'r,GAL THESE ORdwiN
I=— 7; I �;�c--. ORl_N71T.04
ca.2Ac-� AU srE �_a:Ns
�2AC N CA-
3="i Eti T,Ea i.R.:'�i'�L-5 Av:, -7Ej
aa5'. C.:A:D DRA:%I+L� andiv SITE'I
!:RAv,41Lr-5 SEAL'_ AT Z,-ORiE'D 'OIL
wN�nn!-TOR AL-L AND NO
CONSi R:CTI�IS TE F'TlC
IMILCTOc�6-NV 6T
Cv^rvTRACTOR A>J'-.:5 T;:E
RESPOM1SIit TO 7EE? nLL
RECGIIAL5 IN TT5 Oe LO
q�IC1ALS CAL 6'JI;.DII.G
TO C01'I?LY 574TE '
aulLo;Ne woes. l
U �
� N m III
mI
w
LL
Ll�Q
w I,
Lu
� u
IDFAAE�1re 4mm
REVISIONS:
O -- FIE
VERSION: 0
ounw—A I
MISC. DETAILS
I.�fI •
A-3.3'
EXTERIOR
INTERIOR
FIBER CEMENT SDNG OVER
^
;I
TYVEK'OR EQUAL
HOUSEWRAP OVER EXTERIOR
/
I I
6"WDE SEF
SHEATHING AND FRAMING
LHERNG, SELF
PER STRUCTURAL DWGS.�
I
,I
I
HEALING WATERPROOF
�v
MEMBRANE
C WIDE SELF ADHERING,
SELF HE1lNC WATERPROOF
SFBA SPACE PER
MEMBRANE UNDER 2 LAYERS
�'i
MANUFACTURES'
OF BULDNG PAPER-
I RECOMMENDATIONS
TAPE/SEAL CORNERS'I
CORROSION RESISTANT
METAL HEADFVSHNG
Irl� CAULKIJG-TYPICAL
WITH WRAPPED ENDS
WINDOW ASSEMBLY
EXTERIOR GRADE SEALANT
/ INSTALLED WITH
OVER BACKER MATERIAL1
CONTINUOUS SEALANT
BEAD AT FLANGE PRIOR TO
INSTALLATION
NOTE WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WIDOW MANUFACTURERS
INSTALLATION RMLSEMENTS AND RECOMMENDATIONS
HEAD AT FRAME WALL
oCA,. c. 3 _ 0��
NOR LAP SIDING INSTALLED REt
FOR FRMG. PER
MEWS WRUCTIw o/ BIRDNG III
STRUCTURAL DELIS
PAPER oS
/SHFATFRNG AS
GAP, 8D.
(PER STRUCTURAL
OCCURUC
-�
DETAILS) 'll
STUCCO FINISH COAT o/
n
FOAM TRM SEE ELEVATION
Ix WD.7RM
TRACK ASSEMBLY
SEALANT
2x RPS DR. JAMB --
JAMB STRIP -
1
GARAGE DOOR .... - -
OVERHEAD GARAGE DOOR JAMB
SCALE 11/2 -0'
EXTERIOR INTERIOR_
SELFADHERING,WATERPROOF
OF WINDOW ASSEMBLY WALLED
HEALING WATERPROOF '� —
MEMBRANESLL WITH CONTINUOUS SEALANT
DAM -CONTINUE 6"MN. 1 BEAD AT RANGE PRIOR TO
UP JAMBS �. INSTALLATION
EXTERIOR GRADE I�I i CAULKING-TYPICALSEALANT OVER �I
BACKER MATERML \ 'Tl- 1X2 WOOD DAM
TS �;
FIBER! CEMENT SIDING
OVER 9YVEK' OR EQUAL ! INSTALL PLYWOOD.
HOUSEWRAP OVER PAINTED BLACK BEHINDEMERIORSHEATF4NG WINDOWS AT
AND FRAMING PER DORMERS, TYP.
STRUCTURAL DWGS.� I
�✓ NOTE WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
SILL AT FRAME WALL
YA_E 3"_ _0..
HORS LAP SIDING INSTALLED PER MERS 1 FOR FRMG. PER
INSTRUCTIONS o/ BULDNG PAPER o/ STRUCTURAL DETAILS
SHEATHING AS OCCURS (PER
G'!P. BD.
STRUCTURAL DETAILS)
BUILDING PAPER MN 3' o/ /
o/GSMSM DRIP EDGE FLASHING -
24 GA GSM DRIP EDGE fIASd ■N6 /1�
U
ICE B WATER SHIELD AT CORNERS. /N'� j 2x6 ti
EXTEND 67UP WALL N \
WOOD TRIM SEE REV FOR SIZE���
ix RES DR. HEAD
GARAGE DOOR
GARAGE DOOR TRACK III
OVERHEAD GARAGE DOOR HEAD
ScL 1'.I" I._a-
EXTERIOR
INTERIOR
FIBER CEMENT SDNG OVER'IYVEK'Q�71
OR EQUAL
HOUSEWRAP OVERFXiER1JR
_
R SHEATHING
SHEATHING ANDFRAMNG
PER STRUCTURAL DWGS.SHIM
SPACE PER
6"WDE SELF ADHERING, SELF
MANUFACTURES'
HEALING WATERPROOF MEMBRANE
�-�
RECOMMENDATIONS
OVER BOTH LAYERS OF BUIDNGPAPEREXTERIOR
GRADE SEALANTL
EXTERIOR GRADE SEALANT OVER S
BACKER MATERIAL.
- CAULKNG•TYPCAL
`WINDOW ASSEMBLY
INSTALLED WITH
6'WDE SELF ADHERING.
' �\ CONTINUOUS SEALANT
SELF HEALING WATERPROOF
v BEAD AT RANGE PRIOR
MEMBRANE
TO INSTALLATION
NOTE: WINDOW ASSEMBLY TO BE FASTENED TO
STRUCTURE PER WINDOW MANUFACTURERS
INSTALLATION REQUIREMENTS AND RECOMMENDATIONS
JAMB AT FRAME WALL
SCALE- 3'= 1'-0"
F�'LAPE SIDING MALL PER MANUF. o/ GRADE
TY BLDG. PAPER o/ STRUCT. SHEATHINGSEALANT
i
L1 �- WD TRIM SEE REV. FOR SEE
t' - TYPE 7.Y BLD'G PAPER o/ MOISTOP
)P MN. LAP) o/ WINDOW FINISH
Y SEALANT
Ir, 1
\_ SLIDING GLASS DOOR
FRAME
SLIDING GLASS DOOR HEAD
5GALE-3 I' 0'
J
�211 N'N JEV-___CRicY
DO
,E2!r. ":_JK. CR!-N'ST'.ON 51i'.
CON'RACTOR AW'J 51 _ _i ANS
IEI�
DRAWN Jo NOT CONTAIN
SPECIFIC INF ,ATION FOR ANr
57R CTURA. EE"T5 (TO BE
IRCNDED a' EN INEER OF
RECORJ). AN`" D15CREPANC"
IDIFIEN51CN5, ORIENTAT'GN, ETC)
E'cilEEV 7uEEE JRAll . MD THEI
455CCiA =C DR.:L' W.:S a
CR^w!nGSSA'_ _E' V`RTEJ'CI.
CO.�LL-Qc AT ONCE — No
CCN57P17 ON 5HALL,' _=
CSC-ED T_E
CONTR C-OR 455 E5 T-E
sP:X51B11_I-Y -0 "EET A, L
F�LLIRE�'tE OF LOCAL&IILJi,G
C` CIAL51 TO CO-L V, H 5747E
& DD:.W_, CODES
�r
U O � Z 6 m
J _
W
> u_
QJ .o
u Q 1
x S
FIEVISM
N
IBFA6EIMTE '1. V.9'AH
:
a
p mBM ME
VERSION: 5 0
AEETI111E —
MISC- DETAILS
om,
-3.4l
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 CIVIUSITE DRAWINGS.
COORDINATE THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS SHOWN IN THE OTHER
COMPONENTS OF THE CONTRACT DOCUMENTS.
4. TYPICAL DETAILS AND OTHER SECTIONS/DETAILS APPLY TO CONDITIONS THAT ARE SIMILAR TO
THE CONDITIONS DESCRIBED IN THE SECTIONS/DETAILS, EVEN IF THEY ARE NOT SPECIFICALLY
REFERENCED ON THE PLANS.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS SEQUENCES AND
PROCEDURES OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO TEMPORARY SHORING AND
BRACING.
6. DO NOT SCALE STRUCTURAL DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR.
CONTACT THE ENGINEER.
7- CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF OSHA AND THE
LOCAL GOVERNING CODES, CURRENT EDITION, AND ALL REQUIREMENTS SPECIFIED IN THE
CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS.
THIS SHALL NOT BE CONSTRUED TO MEAN THAT REQUIREMENTS SET FORTH ON THE DRAWING
MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENTTHAN THE CODE REQUIREMENTS OR
BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.
8. THE ENGINEER'S SEAL APPLIES ONLY TO THE STRUCTURAL COMPONENTS ON THIS DOCUMENT.
ALL DIMENSIONS ARE TO BE VERIFIED WITH THE ARCHITECTURAL DRAWINGS. ANY DEVIATIONS
OR DISCREPANCIES ON THESE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF
THE ENGINEER OF RECORD. BACK CHARGES WILL NOT BE ACCEPTED, REGARDLESS OF FAULT,
WITHOUT PRIOR NOTIFICATION BY BUILDER WITHIN 48-HOURS AND INVESTIGATION BY
FIELDSTONE.
9. THE TERMS'CONORETE SCREW'AND'MASONRY SOREW'SHALL BE USED INTERCHANGEABLY
WITHIN THESE DRAWINGS. CONCRETE/MASONRY SCREWS AS GENERICALLY SPECIFIED WITHIN
THESE DRAWINGS SHALL REFER TO ONE OF THE FOLLOWING ACCEPTED MANUFACTURER
PRODUCTS: SIMPSON STRONG TIE TITEN TURBO, GENUINE TAPCON, OR HILTI KWIK-CON II.
10. CONTENT LINKED WITHIN OR CODES THAT MAY BE SHOWN WITH THE DRAWING SET ARE FOR
INFORMATIONAL PURPOSES ONLY AND THE PROFESSIONAL SEAL ON THIS DRAWING DOES NOT
APPLY TO CONTENT CONTAINED WITHIN ANY OR CODES.
11. POST INSTALLED EPDXY ANCHORAGE GENERICALLY NOTED WITHIN THESE DRAWINGS SHALL BE
EITHER SIMPSON STRONG TIE SET-3G, OR HILT[ HIT-HY-150
DESIGN CRITERIA:
1. BUILDING RISK CATEGORY =11
2. VERTICAL LOADING:
ROOF TOP CHORD LIVE LOAD -20 PSF (REDUCIBLE)
ROOF TOP CHORD DEAD LOAD =7 PSF
ROOFTOP
CHORD DEAD LOAD (TILE) -15 PSF
ROOF BOTTOM CHORD LIVE LOAD (w,' STORAGE) -20 PSF
ROOF BOTTOM CHORD LIVE LOAD (w/o STORAGE) =10 PSF
ROOF BOTTOM CHORD DEAD LOAD -10 PSF
FLOOR LIVE LOAD =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
TOTAL LOAD
LIVE LOAD
MAX TOTAL
DEFLECTION
ROOFTRUSSES
L/240
L/240
1"
FLOOR JOISTS/TRUSS
Ll360
L,'480
1/2"
NOTES:
1. MAXIMUM TOTAL LOAD DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL
MEMBERS SHALL BE 5/8"
2. ANY MEMBER SUPPORTING BRICK/MASONRY SHALL BE LIMITED TO A TOTAL LOAD
DEFLECTION OF L600
3- FIELDSTONE AE CANNOT BE HELD RESPONSIBLE FOR ANY STRUCTURAL ISSUES RELATED
TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRAWINGS ARE NOT SUBMITTED TO
FAE FOR REVIEW PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION
3. LATERAL LOADING
WIND CRITERIA: TORNADO WIND SPEED =N/A
BASIC WIND SPEED =140 MPH
EXPOSURE CATEGORY =C
INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED)
SEISMIC CRITERIA
SITE CLASS =0
SEISMIC DESIGN CATEGORY =A
4. EARTH PRESSURE LOADING.
ALLOWABLE SOIL BEARING CAPACITY
TOTAL LOADS (INCLUDING WIND & SEISMIC) =2000 PSF
LATERAL EARTH EQUIVALENT FLUID PRESSURE
WALLS UNBRACED AT TOP =40 PCF
WALL BRACED AT TOP =55 PCF
5. GUARDRAIUHANDRAIL LOADING:
ALL GUARD RAIL,'HANDRAI LS SHALL MEET 200 LRS (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 (GC -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 C150 "SPECIFICATION FOR PORTLAND CEMENT.' CONCRETE
SHALL BE NORMAL WEIGHT UNLESS INDICATED OTHERWISE.
4. CONCRETE AGGREGATES SHALL CONFORM TO ASTM C33 "SPECIFICATION FOR CONCRETE
AGGREGATES."
5. REINFORCING SHALL CONFORM TO ASTM A-615 GRADE 60.
6. REINFORCEMENT SHALL FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:
S AL BE
"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•ON•GRADE: WITHIN UPPER 2/3 OF SLAB AND 3/4" MINIMUM COVER AT INTERIOR
CONDITIONS; 1-112" MINIMUM COVER AT EXTERIOR CONDITIONS
CO... (FOUNDATK)�AGA, EARTHEARTH: 3"
FORMED CONCRETE: 1-1/2' (#5 REBAR OR SMALLER) 2" (#6 REBAR OR LARGER)
TOLERANCE: +/- 3/8"
8. REINFORCING STEEL SHALL NOT BE CUT, BENT OR STRAIGHTENED IN THE FIELD UNLESS
APPROVED BY THE STRUCTURAL ENGINEER OR AS INDICATED ON THE DRAWINGS.
9. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING
WHERE DETAILED SHALL CONFORM TO AWS Dl A SPECIFICATION.
CONCRETE NOTES (CONTINUED):
10. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH AS FOLLOWS:
FOUNDATIONS & FOUNDATION WALLS: 2500 PSI
SLAB -ON -GRADE & CONCRETE BEAMS: 2500 PSI
11.CONTRACTOR SHALL TIE REINFORCING STEEL SECURELY IN PLACE PRIOR TO PLACING
CONCRETE AND PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THEIR POSITION WITHIN
SPECIFIED TOLERANCES DURING ALL CONSTRUCTION ACTIVITIES. INSERTING DOWELS INTO
WET CONCRETE IS NOT PERMITTED. ANCHOR RODS AND STEEL INSERTS SHALL BE SET BY
TEMPLATE TO WITHIN A 1/8" TOLERANCE IN ANY DIRECTION WITH MINIMUM EMBEDMENT AND
EXACT PROJECTION INDICATED ON THE DRAWINGS, PRIOR TO PLACING CONCRETE.
12. HOOKED BARS SHALL BE STANDARD 90 DEGREE HOOKS PER ACI UNLESS NOTED OTHERWISE ON
THE DRAWINGS. MINIMUM LAP SPLICE SHALL BE CLASS 6 PER ACI 318. LOCATION OF LAP
SPLICES SHALL BE AS INDICATED ON CONSTRUCTION DOCUMENTS.
13, DOWELS INTO FOUNDATION SHALL MATCH SIZE AND SPACING OF VERTICAL REINFORCEMENT AT
ALL COLUMNS, PIERS AND WALLS, UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL OBTAIN APPROVAL PRIOR TO PLACING OPENINGS OR SLEEVES NOT SHOWN
ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBER.
15. ONE OF THE FOLLOWING CONCRETE SLAB ON GRADE CRACK CONTROL METHODS SHALL BE
USED (CONTRACTOR PREFERENCE):
• CONTROL JOINTS: SHALL BE FORMED, SAWED, OR TOOLED TO A 1" MINIMUM DEPTH WITHIN
24 HOURS OF CONCRETE PLACEMENT. MAXIMUM JOINT SPACING FOR UNREINFORCED SLAB
IS AS FOLLOWS:
3-1/2" SLAB: 8 FEET O.C. EACH DIRECTION
4" SLAB: 10 FEET O.C. EACH DIRECTION
• WELDED WIRE FABRIC (W.W.F.) 6X6-W1.4XW1.4. WELDED WIRE FABRIC SHALL BE FURNISHED IN
FLAT SHEETS (ROLLS NOT PERMITTED) AND SHALL CONFORM TO ASTM A-1064 AND HAVE A
MINIMUM SIDE AND END LAP OF 8 INCHES.
• MICRO- OR MACRO- SYNTHETIC FIBER REINFORCEMENT
FIBER LENGTHS SHALL BE 1/2" TO 2-1/4" IN LENGTH. DOSAGE AMOUNT SHALL BE FROM 3/4 TO
3.0 POUNDS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SYNTHETIC
FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER/SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WITH ASTM C1116 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
GROSS 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 SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.
FOUNDATIONS POURED AGAINST THE EARTH REQUIRED THE FOLLOWING PRECAUTIONS. SLOPE
SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING
BEFORE AND DURING CONCRETE PLACEMENT. PROVIDE POLYETHYLENE VAPOR RETARDER
COMPLYING WITH GOVERNING BUILDING CODE LISTED ON THIS SHEET AGAINST SOILS WHERE
CONCRETE IS TO BE PLACED; LAP ALL EDGES 61NCH (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 SUBGRADESHALL BE REINSPECTED BY THE
GEOTEOHNIOAL 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 GE TE HNI AL ENGINEER REGISTERED IN THE STATE OF WORK PERFORMED SHALL INSPECT
O C C
THE CONDITION AND ASSURE THE ADEQUACY OF ALL SITE PREPARATION, SUBGRADES, FILLS,
BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS AND WALLS. HE SHALL
SUBMIT REPORT TO THE ARCHITECT/ENGINEER DESCRIBING HIS INVESTIGATIONS OF ANY
NON -CONFORMING WORK.
BACKFILLING:
1. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS - DESIGNED AS SUPPORTED AT TOP AND
BOTTOM - UNTIL BASEMENT LEVEL AND FIRST FLOOR SYSTEM ARE IN PLACE. SHORE AND/OR
BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO
PLACEMENT OF FLOOR SYSTEM.
2. WHERE BACKFILL IS TO BE PLACED ON BOTH SIDES OF FOUNDATION WALLS, PROVIDE A
BALANCED BACKFILL AGAINST FOUNDATION WALLS TO ELIMINATE LATERAL LOAD EFFECTS, OR
PROVIDE NECESSARY TEMPORARY LATERAL SUPPORT TO THE TOP OF THE WALL UNTIL
PERMANENT SUPPORT IS INSTALLED.
3. BACKFILL MATERIAL SHALL CONSIST OF CLEAN, WELL GRADE GRANULAR SOILS, FREE OF
ORGANIC MATERIAL AND BE COMPACTED TO 95% OF MAXIMUM DENSITY, AS DETERMINED BY
THE MODIFIED PROCTOR METHOD (ASTM D1557), IN LIFTS NOT EXCEEDING 8INCHES.
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/LIME OR MASONRY CEMENT FOR MORTAR.
5, GROUT SHALL CONFORM TO ASTM C476 WITH MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
2,500 PSI.
6. STEEL BAR REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60.
7. VERTICAL CELLS CONTAINING REINFORCING AND GROUT SHALL FORM A CONTINUOUS CAVITY,
FREE OF MORTAR DROPPINGS.
8. VERTICAL CMU WALL REINFORCING SHALL BE AS NOTED ON THE DRAWINGS. DOWELS TO
CONCRETE FOUNDATION TO MATCH SIZE AND SPACING OF VERTICAL REINFORCING UNLESS
REINFORCE OTHERWISE.
NOTED T D E CMU CORE AT CORNERS EACH SIDE OF CONTROL JOINTS AND
O S C
EACH SIDE F WALL OPENINGS WITH 1 -#5 CONTINUOUS VERTICAL REINFORCING BARS..
C S O O GS ( )
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"
10"
#5
25"
3-3/4"
10"
#6
34"
4-1/2"
11"
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 530/ASCE 5 SPECIFICATION FOR MASONRY
STRUCTURES. GROUT LIFTS SHALL NOT EXCEED 5 FEET WITHOUT MECHANICALLY
CONSOLIDATED (VIBRATED) GROUT POURS,
12, LIFTS OF GROUT SHALL BE KEYED 41NCHES 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 3-413 - "BRACING CONCRETE
MASONRY WALLS DURING CONSTRUCTION."
WOOD FRAMING NOTES:
1. STRUCTURAL SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER, AND CONNECTIONS HAVE
BEEN DESIGNED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION.(NDS)
2. PLYWOOD HAS BEEN DESIGNED IN ACCORDANCE WITH "PANEL DESIGN SPECIFICATION." AND
SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PSI CONSTRUCTION AND INDUSTRIAL
PLYWOOD."
3, ORIENTED STRAND BOARD (OSB) SHALL CONFORM TO "VOLUNTARY PRODUCT STANDARD PS2
PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS',
4. ALL BEAMS AND HEADERS SHALL BE (2)-PLY U.N.O.
5. WOOD SILL PLATES AND WOOD WALLS SUPPORTED ON CONTINUOUS CONCRETE OR MASONRY
SHALL BE ANCHORED WITH 112" DIAMETER CAST -IN -PLACE ANCHOR BOLTS WITH 7" EMBEDMENT,
4` (MINIMUM) AND 12" (MAXIMUM) FROM END OF SILL PLATES), LOCATED WITHIN THE MIDDLE
THIRD OF THE SILL PLATE, WITH NUT AND 3"x3"x0 229" WASHERS AT THE ANCHOR SPACING
BELOW:
MAXIMUM ANCHOR BOLT SPACING = Z-O" O.C.
REFER TO "PRE -APPROVED FIELD REPAIR NOTES" SECTION FOR ALTERNATE ANCHORAGE
APPROVALS. FOR OTHER ANCHORS NOT LISTED, SUBMIT TO ENGINEER OR RECORD FOR
REVIEW.
6. ALL LUMBER IN CONTACT WITH EARTH, CONCRETE, OR MASONRY -AND WOOD BEAMS
POCKETING INTO CONCRETE OR MASONRY WALLS HAVING CLEARANCES LESS THAN 1/2" ON
TOP. SIDES, AND END(S) SHALL BE PRESSURE TREATED OR SEPARATED WITH AN IMPERVIOUS
MOISTURE BARRIER.
7. STRUCTURAL SAWN LUMBER SHALL BE SPRUCE -PINE -FIR NOT /N0.2 OR BETTER U.N.O. WITH
BASE DESIGN VALUES:
Fa= 875 PSI FF = 425 PSI F, = 450 PSI F�= 1150 PSI F,,= 135 PSI E= l400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
8. BEARING AND EXTERIOR WALL STUDS SHALL BE CAPPED WITH DOUBLE (2X) TOP PLATES
INSTALLED TO PROVIDE OVERLAPPING AT CORNERS AND AT INTERSECTIONS. END JOINTS IN
DOUBLE (2X) TOP PLATES SHALL BE OFFSET AT LEAST 24 INCHES AND SHALL BE NAILED WITH
NOT LESS THAN (8)-0.162"x2-1/2" FACE NAILS ON EACH SIDE THE JOINT. DOUBLE (2X) TOP PLATES
OF EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHOWN ON DRAWINGS SHALL BE
SOUTHERN YELLOW PINE NO.2 OR BETTER WITH BASE DESIGN VALUES:
Fg= 1100 PSI Fo,= 565 PSI FT- 675 PSI Fo= 1450 PSI FV= 175 PSI E= 1400 KSI
WITH THE MOISTURE CONTENT OF THE WOOD IN SERVICE WILL NOT EXCEED 19%.
9. STRUCTURAL COMPOSITE LUMBER SHALL CONFORM TO ASTM D 5456 WITH THE FOLLOWING
ALLOWABLE DESIGN STRESSES
MICROLLAM EVIL PARALLAM PSL TIMBERSTRAND LSL
E = 2000 KSI E = 1800 KSI E = 1300 KSI
F,, = 2600 PSI F,, = 2400 PSI Fe = 1700 PSI
(*) -BOOZER BEAM 2.1 EARE AN ACCEPTED ALTERNATE TO PSL COLUMNS SPECIFIED
ON PLANS PROVIDED THE 'BOOZER 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 23/32 INCH, APA RATED SHEATHING, 48/24 MIN., EXPOSURE 1.
INSTALL WITH THE LONG DIMENSION OR STRENGTH AXIS OF THE PANEL ACROSS SUPPORTS
AND WITH PANEL CONTINUOUS OVER TWO OR MORE SPANS. PANEL EDGES SHALL BE
TONGUE -AND -GROOVE. FLOOR SHEATHING SHALL BE GLUED AND NAILED TO SUPPORTING
MEMBERS. ADHESIVE SHALL MEET APA SPECIFICATION AFG.01, APPLIED IN ACCORDANCE WITH
THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE 0.13l' x2-1/2" COMMON NAILS AT 61NCH
O.0 ALONG SUPPORTED PANEL EDGES AND 12 INCH O.0 AT INTERMEDIATE SUPPORTS.
1I.FOR INTERIOR WALL HEADERS PROVIDE (1 L2X JACK STUD AND T)-2X KING STUD U.N.O. ON
DRAWINGS.
12. FOR EXTERIOR WALL HEADERS PROVIDE (1)-2x JACK STUD AND (1)-2x KING STUD., MINIMUM,
REFER TO CHART BELOW U.N.O ON DRAWINGS:
TNDSPEED OF
= 140 EXP. C
WALL HEIGHT
SET
9FT
LOFT
STUD
SIZE
HEADER SPAN
(FT)
4
1J,'11<
iJ/lK
1J/1K
6
1J/1K
1J/1K
1J/2K
8
iJ/lK
1J/2K
1J/3K
10
1J/2K
1J12K
1J/4K
2.4
12
iJ/2K
iJ/3K
1J/4K
14
1J/2K
1J14K
ENG
16
1J/3K
iJ/4K
ENG
18
1J/3K
ENG
ENG
WINDSPEED OF
a= 140 EXP. C
WALL HEIGHT
8FT
9FT
IOFT
STUD
SIZE
HEADER SPAN
(FT)
4
iJ/lK
iJ/1K
iJ/lK
6
iJ/1K
1J/1K
1J/lK
8
iJ/lK
1J/1K
iJl1K
10
iJ/lK
1J/lK
11/1K
2x6
12
iJ/1K
iJ/lK
1J/1K
14
1J/1K
iJ11K
1J/1K
76
1J/1K
iJ11K
1J1K
18
1J/1K
iJ/lK
1J/lK
13. WALLS SHOWN ON THE FRAMING PLANS ARE LOAD BEARING WALLS; WALLS NOT SHOWN ON
STRUCTURAL FRAMING PLANS ARE INTERIOR NON -LOADING BEARING PARTITION WALLS.
14. LOAD BEARING WALLS SHALL BE CONSTRUCTED WITH 2X STUDS AT 16' O.C. MAXIMUM U.N.O.
NON -LOAD BEARING PARTITION WALLS SHALL BE CONSTRUCTED WITH 2X OR METAL STUDS (18
GA. MIN.) @ 24" O.C. MAXIMUM.
15. STUD COLUMNS UNDER LOAD BEARING POINTS OF GIRDERS/BEAMS SHALL MATCH THE
GIRDER/BEAM PLY COUNT WITHIN 112" TOLERANCE (2-PLY STUD COLUMN MINIMUM). SOLID
BLOCK ALL GIRDER/BEAMS THIRD FLOOR SYSTEMS AND TO THE FOUNDATION.
16. WHEN NOT SHOWN ON DRAWINGS OR DETAILS, THE NAILING SCHEDULE FOR WOOD FRAMING
ELEMENTS SHALL COMPLY WITH THE IRC TABLE R602.3(i).
I TFLOOR 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 MANUFACTURER'S RECOMMENDATIONS,
NOTES, AND DETAILS. FLOOR FRAMING CONCEPT LAYOUTS SHOWN WITHIN THE DRAWINGS ARE
FOR ILLUSTRATIVE PURPOSES ONLY TO DEPICT FLOOR SYSTEM -TO -WALL CONNECTIONS.
CHANGES TO THE CONCEPTUAL FLOOR LAYOUT SHOWN IS NOT PERMITTED WITHOUT A LETTER
AND REVIEW FROM THE ENGINEER OF RECORD. PREFABRICATED WOOD [-JOIST SHALL
CONFORM TO ASTM D 5055.
JURISDICTION SPECIFIC NOTES:
1. FOR PARTIALLY ENCLOSED AREAS, INCLUDING BUT NOT LIMITED TO LANAIS PORCHES, AND
BALCONIES A 1/2' (MINIMUM) EXTERIOR GRADE SOFFIT BOARD WITH A CEMENTITIOUS
KNOCKDOWN FINISH IS ACCEPTABLE PROVIDED THAT IT IS PAINTED MEETING THE
REQUIREMENTS OF ASTM C932 TO GIVE THE CEILING WATER RESISTANCE. THE SOFFIT BOARD
PRODUCT SHALL BE ATTACHED PER MANUFACTURER SPECIFICATIONS TO BE IN COMPLIANCE
WITH R703.1.
2. THE SOFFIT DESIGN PRESSURE IS AS NOTED IN THESE DOCUMENTS. WITH KAYCAN VINYL SOFFIT
INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIRMENTS AND ICC-ES EVALUATION
REPORT ESR-1495 THE SOFFIT WILL COMPLY WITH R703.1.
PRE-ENGINEERED ROOF TRUSS NOTES:
1 _ ROOF TRUSS SHOWN ON STRUCTURAL DRAWINGS IN CONCEPTUAL ONLY TO ILLUSTRATE
TRUSS -TO WALL 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 UPLIFT/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 FIXTURES, PLUMBING, FIRE SPRINKLERS, ETC SHALL BE INCLUDED IN THE DESIGN
OF THE TRUSSES BY THE TRUSS MANUFACTURER. SEE ARCHITECTURAL DRAWINGS FOR ATTIC
ACCESS SIZE AND LOCATIONS.
T SUPERIMPOSED LOADS FROM SECONDARY FRAMING (I.E. SOFFITS, PARAPETS, VALLEY FRAMING.,
UPPER TRUSSES, ETC) SHALL BE INCLUDED IN THE DESIGN OF SUPPORTING TRUSSES.
8. CONTRACTOR TO PROVIDE TRUSS BRACING PER BCSI-B3 IN ADDITION TO PERMANENT BRACING
SHOWN ON THE TRUSS DESIGN PROVIDED BY THE DELEGATED TRUSS ENGINEER.
PRE -APPROVED FIELD REPAIR NOTES:
1. 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 BEAM/BOND BEAM. COMPLETE
GROUTING OF WALL.
2. MISSING/MISPLACED ANCHOR BOLT', ALTERNATE SILL PLATE ANCHORAGE SOLUTIONS
INTO CONCRETE:
A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 6" MINIMUM END DISTANCE IS A
DIRECT 1:1 REPLACEMENT FOR A 1/2" DIAMETER ANCHOR BOLT WITH 7' EMBEDMENT INTO
CONCRETE.
A 1/2" THREADED ROD SET-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 (GFCMU):
A 1/2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT 4'-8"
O.C. REPLACES A 112" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 6-0" O.C.; LIKEWISE A
1 /2"x6" TITEN HD WITH 1-3/4" MINIMUM EDGE DISTANCE AND 8" MINIMUM END DISTANCE AT Z-8"
O.C. REPLACES A 1/2" DIAMETER ANCHOR BOLT WITH 7" EMBEDMENT AT 4'-0" O.C..
3. SIMPSON MASA SILL ANCHORS MAY BE USED AS AN ALTERNATE TO THE ANCHOR BOLTS AND
SPACING NOTED HERE -IN ACCORDING TO THE FOLLOWING TABLE.
BASIC WIND
SPEED (MPH)
MAXIMUM
SPACING
<140
6' 0"
140
V-6"
ISO
1'-T
NOTES:
1. PA IN MASA BA N NO MORE THAN ONE IN THREE INSTALLED WITH ONE LEG
S SPACING G BASED O
INSTALLED VERTICALLY ATTACHED TO STUD
4. MISSING/MISPLACED TRUSS STRAP ANCHOR: REFER TO "MISSED TRUSS STRAP REPAIR" DETAIL
WITHIN DRAWINGS.
FOR MISLOCATED TRUSS ANCHORS WHICH ARE GREATER THAN 1/8" BUT LESS THAN 1-1/2" FROM
THE FACE OF THE TRUSS, A SHIM SHALL BE PROVIDED AND NAIL LENGTH INCREASED TO
PENETRATE THROUGH BOTH PLYS OF MATERIAL (I.E. 3" LG. NAILS). WHEN GAP IS GREATER THAN
1-1/2", INSTALL NEW ANCHORS.
5. MASONRY WALL OVERHANGING SLAB
BLOCK OVERHANG REPAIR
< 5/8" NO REPAIR REQ'D
5/8` < OVERHANG, 1-1,12' GROUT SOLID BOTTOM 3 COURSES OF AFFECTED WALL LENGTH
>1-112" CONTACT ENGINEER OF RECORD FOR REPAIR
6. NOTCHED TOP PLATES & STUDS REQUIRING REPAIR
AT STUDS: STRUCTURAL REPAIR IS REQUIRED AT STUDS WHEN A STUD IS NOTCHED TO A DEPTH
GREATER THAN 25 %OF THE WIDTH IN BEARING WALLS, OR 40% IN NON -LOAD BEARING WALLS;
OR WHEN A HOLE IS 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
HOLE/NOTCH SPECIFICATIONS ARE EXCEEDED THEN A STUD SHOE MUST BE INSTALLED. STUD
SHOE REPAIRS ARE AS FOLLOWS: FOR 2X STUD USE HSS2-SDS 1.5 WITH (12)-1/4"X1-112" SIDS
SCREWS. FOR MULTI -PLY 2X STUDS USE HSS2-"#"-SDS3 WITH (12)-1/4"X3' SDS SCREWS, WHERE
"#" CORRESPONDS TO THE NUMBER OF STUDS IN THE MULTI -PLY.
ATTOP 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 1-112" WIDE AND
MUST BE FASTENED WITH (8)-16D NAILS ON EACH SIDE OF THE OPENING.
000 Fieldstone �pM N
.O.A.# ARCHITECURE: \ C
�• i
AA26002802
C.O.E.# ENGINEERING:
No.
29349-
O IBRAHEM ELAYEB, PE 4:
P.E.# 91476
■ BENJAMIN NIESE PE i�O STATE OF ���
P.E.# 86025 /��� '•FLOR►Dp'. ��2-Z
10DATE 24 ����/ONAI. OX
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
CD
O
Y
J
C0
N
LO
Y
z
0
O
w
CN W �
z M
LU Q
W 0
z
-
0 CC
W
F
0
CJ
U)LL
CC
Q
Lu
0U
}
U
Ir
W
Q
o
�_
V }
^ EL
W
N
O
Cr
❑ ❑
S �a
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
COVER SHEET
SHEET #
SO.1-140-
rCLAI,YI3LLIE1f. - ,
PEPPW
A'SGITIEI
WusE
p-p
ALT.CIAI SEAT@ 112'
�-
FUMPOFSWB
f
j
9!
FWWADE
+`
NONOU MFI O"WNT.ON
2 STORY
CHO
EXTERIOR MASONRY WALL FfG
i o1
11/01!2023
FMM 01°
rwWLP -FILM� OLWWL�
�r.ref.PM YEW RBF.PER
m PLw PAVERS - PUN
jil UK
j/-0 °.�•
CONChTEFWrkii ''�'�' IFFOOTIG � 0 w
PEIPVN m Q >. PERPWP m a
. PER PLAN f PER PLAN f
WIAAEIE PAVEPS
e
MASONRY CORNER COLUMN
B Wfflff F1 PEI PLW A r=110.11WPERPLW
Q' POU®CUNOBCIU BIOCA rMSTABIEIMM
GNOE W
°`0 m,. ti FNBI PdMOMOBBLOD(
ti
FMBN9NOE
YOIWLIICFIO.r(q MCONI. pI YOIQ"R1Lr7PMWNI.ON
GIM am
2 STORY 2 STORY
EXTERIOR MASONRY WALL @ GARAGE 11/01 /2023
FMM-040
DOOBPERSPM n g!
� al
v
o'
EIDWrE
2 STORY
EXTERIOR DOOR SILLS
�' WALLBFTG
ANCPgNB0L1501181B1P3, SEAL
&PM LLrP.T.SLLPIATE,
RW16. UAIA.
UUjL
PERPUN
OXSIABPEIPLW
r-0' � paWxr.Dx
0016»
"a LDN®1DM
z
DOOBPEISPFC.
DOOBTIFEWD
5 PAYBEPERSPFC. al
UK
- THEMD
a
II PIF 3.
, •_4•,� BIIIWBPAN36 `� I� a
2 STORY
ORBI WI.PEI
PLW
VERT.IEW P91
FNEXfA�DE -.� HIM
z
CONCPETEWOiIq
PEIPLAN w o
mQ
PER PLAN
2/28/2022
FGM-033
V -
Ill ,FEW, PER PLAN
S4EMNSLAB
<',i
POUOCnORCIURM
JF
IIIC r
CENRS
B&�rSIAB 2 STORY
GARAGE DOOR RECESSED SILL
SWPEISP�
PAVEPS
GA011P®� N/ YA"
BB& pPR70ESS
_, �
SLEIWEASSDOOB
2 STORY
Z M2022
FMG-070
SMEDONSYMPER
yy
1�
(1}aCONP.ON
ate..
SCIEEEINSMOPEI
�•
g=pE. PAVESPEISPEC.
A6 WADE
PRUMALTEOCKSTHEiSPILE
PIgIEECgR.SIEilE1F ME 'I
11WATOOWNTOCOLPLYW
TIENIEEOFTIEBUDBIGWDE
COHEIBWr LAPSPICEFASDESAIE
9l�ASCON1.F1flSIFH
/
7
cm&nPEIPIA
TTE,TBBSUBBSCP®ETPNdDNABOILT
�» Wtwclm RL
PAVEBBWNCfAO{DEB9111
WSCIr®®ECI0.pLT
"16AUfTABilOa
__
YEIIGIL DOAflA3
WN%AII
�7• I�"T I1:� PBAEBROFwHFI wEEduus
IWI®RaFtaD.BWE
•-.�'`+
�7 .'. NAEFAOFIE6WPER
LAP SPLICE RIN
-)THICKENED SLAB @ INT. WALL (BEARING) vo,12o23 ��SLAB EDGE @ SCREENED IN ENCLOSURES vo,;2p23 �� REINFORCEMENT @ FTG. CORNERS
V .. , i i ) �, 11/Ot/2023
NOT TO SCALE FMG-100 \-// FMG-113 �J FGG-120
/` = ftlA1,YHl.W.PEIPIAII
� F1(IEIgBFNBH �EIEEVJ
COICSLAB PM PINT
_ 1I001E PBETBATNSPPE �� AEII R.00B
JJ\ -p'-0' ✓ _. LOOP1EASSEOLHB!
7 /PEIETM7IGPPE"
PXSLEEVE-
WEYEN - 00"R&PE1PW1 , ; ttnnlAlc RAPER PLW
'YEVIDCITCNNPED ---
��EARING PENETRATION • CMU ,,,, 2/202,
FMM-130
f(i ,iw.ABf.P91PLM
10 112"
�4" _ PWIOMORCPN90d(
it o o t
SLOPE
W 1EMNSUb _ - IddltCffU.rpjM CCM.ON
r-4 @ Olm
Bf=rPAY9F 2 STORY
11/01/2023
FMM-060
Q WALA
yIBll9WWBAEMMIE189R -� fill 2KPINREWLL2P.T.SLLPIATE,
O.C. �. PEBPINI
PROW
SIB PER PUN !I ONavrsM.
SLOPE
1 �
= COPCSUBPENPLAN
1,0
»P+ALDW®LOa
THICKENED SLAB @ GARAGE (NON BEARING) , VOI/2023
vo
NOT TO SCALE `MG-O80
hIMIBt BW COMT.IYP SEE FOUNDATION PLAN 9 114"
zi SEE FOUNDATION PLAN fOWSW RFEOSS UDW
�'; = 9HOBFIIlOG1WN
-- -- -- - -
5'.
LOIi�lAW1AL TWJBYENE a
SRECESS IN SLAB @ SHOWER 2/28;2022
N OT TO SCALE FMM-2.
�' WALLAFIE
3PBYEWALLIRT.Il PUTS NPGWBBOLTSOIRSOLWS•SH:OBEBL
PER PIL � IWIES,UllO.
SIBPERPIM
aL�
0
1 1-4 p OOW.ONDVBP•MAT2
x SIOM
2 STORY
%THICKENED SLAB @ GARAGE (BEARING) 11/01!2023
va _
NOT TO SCALE FMG-090
O0O Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
10/23/2024
"o. ssod�
C =
0 STATE OF
iSjONAL 1111110
?
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
I! 12906 Tampa Oaks Blvd.
I Suite 150
Tampa, FL 33637
+1 813.466.3310
www. fieldstoneae. corn
O
O
Y
J
m
N
L0
Y
z
p
(N
F
w -�*
z
J
>
Q m
w
Lu Q
w
p
z
0 EL
T)
=
< O
rA
vi
CC
c7
n J
U
Cr
(n
X
>-
2
W
o
ET_
LN
�
N
L-
DRAWN BY: FAE
VERSION: 5.0
SHEET NAME
FOUNDATION
DETAILS
SHEET #
S 1 .0
0 L
3'-2' 3' 10"
3'-10" 3'-2" F12
01D
r.�A _FINIll
24"x24' x12" CONC' FTG. w/ #4
BAPS @ 12" O.C. EA. WAY
VERIFY M.O.
VERIFY M.O.
o
I•
• '•
•I
•� - W -
w/ OPT. SCREEN
Fit ENCLOSURE o
F01 N
$1A
_
4'-0" 3'-10" 4�6��
"
o
• �A� m -
s.
•
VERIFY
VERIFY M.O. a M.O.
• • •
• Ny
I.
C9
-
I
.
F0T
■ SiA
I
\
O'_01,
SIA I
-
I
I
III
-
4'-71/4" 4':2" 6'-7I1/4"
1S-71/2"
mj
t
_
■ �I�
F10
�,
II
oil
Lj*
I biD
mli
I
R0 JIRIES
■ �J -
rFDIi
--1
20'-111/2"
-
31A'�
�T �IL�
•
VERIFY ? / M.O= _ •
M.O.
-2. 2'-6' 4-0.. 1�_2. •
I
•
•
v
• • O
FDI
-
i■ ■
Std
-
RX
_
ro
'
—24 x24"x12" GONG �
FTG. w/ #4 BARS @
12" O.C. EA. WAY
SID
�
¢
19
■ '
-
In
•'••
•• 16.
_.—
I
VERIFY M.O.
20'-4�,
30'-0"
FOUNDATION PLAN - ELEV. X"
SCALE'. 1/4"=10"
NOTES:
1. 3 1/2" CONCRETE SLAB ON GRADE OVER VAPOR BARRIER
2. REFERENCE FINISHED FLOOR ELEVATION = 0'-0"
3. REFER TO DWG SO.1 FOR GENERAL STRUCTURAL NOTES
Michigan
3400 Auburn Rd d
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
O
O
Y
J
CO
N
tt )
Y
~
O
~
LU"t
Z
JR
j
Q,
EU
V
U
LU
z
Q
F-
O
(i
0
Cn LL
} Ui
LU
F- _3
U
Or
�
-
�}
2
W
o
°r° o_
m
f—
c
N
lr
F—
�1111111///
QOFieldstone L
O
C.O.A.# ARCHITECURE: : ` �� w /j/'' DRAWN BY: FAME
AA26002802 ^�-
C.O.E.# ENGINEERING: No. 8 VERSION: 5.0
29349 — * : — SHEET NAME
❑ IBRAHEM ELAYEB, PE — _ _ FOUNDATION
P.E.# 91476 Af z PLAN - SLAB
■ BENJAMIN NIESE, PE STATE OF � SHEET# o
P.E.# 86025 �i�� ' �4OR►DP`. ' Qr`
10/23/2024 s`s•ONp►- 1�� S1.1K
DATE ��//1111111��\
a
18F16-1 BiiT I
'8F�6- 1T 8F32-OB/1T
25 SH w/ LINTEL RECESS
2868 DOOR
3SC
e I
1
■
' POUR SOLID _ III
• BF16-OB/1T w/ LINTEL RECESS
OPT. 3068 DOOR
/ 3010 TRANS AB4
IBFw i 6-OB/ITi8Fi6-OB/�w/ LINTEL RECESS
1 H34 SH 3080 DOOR -ii— POUR SOLID
-1 ADM
l `r° LINE ABOVE
CONTINUOUS LINTEL OVER
MASONRY COLUMN. DRILL 3"
HOLE IN BOTTOM OF LINTEL
AND EXTEND VERTICAL
REBAR THROUGH LINTEL.
8F16-OB/1T
25 SH 25 SH
r-
LINE OF FLOOR ABOVE
LINE OF FLOOR ABOVE
SF16081T / .
-f POUR SOLID 8F34-1B,11T� POUR SOLID
160700HGD �_
FIRST FLOOR WALL/HEADER PLAN - ELEV. X"
SCALE. 1 —1'U"
noTEs:
1. REFER TO DWG SO FOR GENERAL STRUCTURAL NOTES
LINTELAND BOND BEAM LEGEND
1. 8010IEM6TOBEB'IODCA10WRIDN7BMIM Wf®M,
CONIPADI6AROLFDPFKSOFBRI TR
i IMIY�NOWFLPFAAl13P91F1D6WIF15gtASRBil1P®9Y
S IHIHSNtXAaWSPAIIDN TFAN1N&NLLBE
PRE
A BOFDIMELEII-Ar Jl0.
S BEBMt000RLKR NIlAYHt1EA1018K%0F4MAL
LWW2rORGEATEB
TYPEDEEMTM
F. FIl®II.I190OII O • L1111CM
r gWDtYOF050MAT80110M01'
1 LKRCAMY
F16-1 B/1
- OUWnrY0F$PHPAATTCP
ROMIILIEDFIF
Nnwawmx
-. 05RMATTOPMLl11
REOC
a 1-1/2" CLEAR
Gw
m x - ORMIRATWO1I0FLPBfl
alrr
��� �RE,wncPOPRwO®xt.Ia
]-5/8" ACTUAL
8" NOMINAL HEIGHT
O@O Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: No. 860 _
29349
0 IBRAHEM ELAYEB, PE�`
P.E.# 91476 A-/
■ BENJAMIN NIESE, PE %�O STATE OF
P.E.#86025 �i�� `•FLORION.-
10/23/2024 ���Sjs/ONA1. �?
DATE
ODO
Fieldstone
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
CD
O
J
m
N
LC0
Y
z
0
N
O
T7
Lu
Z
J
M
C
J
J
Q
Z
0 LC
Cl)
<O
LL
0
cc
F-
cc:C7
-i
(n J
U
E
J
o
ro CL
m
N
0
F-
L
DRAWN BY: FAE -•
VERSION: 5.0
SHEET NAME
FIRST FL7PLN
WALL/HD
SHEET #
S2.1, K
MSTCM40 FROM KING/JACK STUDS TO CMU WALL
BELOW,/ CONCRETE SCREWS. INSTALL STRAP
BEFORE INSTALLING LEDGER AT LOW ROOF
>. (2)-2x6 (2)-2x6
3050 SH END 3050 SH
�- MSTCM40 FROM (2)
2x BUILT UP
COLUMN TO CMU
WALL BELOW w/
CONCRETE SCREWS
(2)-2x4
3050 SH
MISTCM40 FROM (2) 2x 4SC 4SC
BUILT UP COLUMN TO '
PRECASTLINTEL BELOW CS16 HORIZONTAL STRAP /
w/ CONCRETE SCREWS CONT. ABOVE& BELOW
OPENINGS PER SW6/S4.2 /
(2)-2x4
2040 FIX
MSTA30 FROM BASE OF (2) 2x
COLUMN TO TRUSS BELOW
�(2)-2"
CONTINUOUS
I3050 SH 3050 SH II
2K/1J 31 1J/2K
/ I \
MSTA30 FROM BASE OF (2) 2x J CS76 HORIZONTAL STRAP M1A30 FROM BASE OF (2) 2x
COLUMN TO GIRDER BELOW CONT. ABOVE & BELOW COLUMN TO GIRDER BELOW
OPENINGS PER SW6/S4.2
SECOND FLOOR WALL/HEADER PLAN - ELEV. X"
SCALE'. 114"-1'-0'
NITS.
1. REFER TO DWG SO FOR GENERAL STRUCTURAL NOTES
Michigan
3400 Auburn Rd
Suite 200
!; Auburn Hills, MI 48326
+1248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
Z
O
~
W
Z
J
-j co
w
Q
0
_U
Lu
Zr^
�
oQ
v'^J
r
vJ
< LL
O
m
} cn
Lu
C7
cf) J
U
U
cc
v}
W
o
�a
co W
N
F-
020 Fieldstone L a
C.O.A.# ARCHITECURE: j DRAWN BY: FAE
AA26002802
C.O.E.# ENGINEERING: No. �2 VERSION: 5.0
29349 = * _ * SHEET NAME
O IBRAHEM ELAYEB, PE _ ,0- _ SECOND FLOOR
P.E.# 91476 '• {�� WALL\HDR PLAN
■ BENJAMIN NIESE, PE STATE OF SHEET#
P.E.# 86025
10/23/2024 sONp►. �? •S2.2K
DATE '���I111III\\\`
51.1 7?
(3) 1 3l4"x16 ILVL �j 2 MET A16
O
OR GIRDER PER MANUF.
j - (2)META16
z z
N � N
THA422 OR HANGER THA422 0R HANGER
PER MANUF. PER MANUF.
- - (2) 2x4 BUILT UP COLUMN (3) 2X4 BUILT-UP
_--STUD COLUMN
CANTILEVER
(2) 2x4 BUILT UP COLUMN GIRDER PER PER MANUF.
!`ANTII FVFR j (2) HETA16
ROB _
SA1
L15
g�9 i
(2) 1 3/4"x16" LVL
yl
r wt
1
OR GIRDER PER MANUF_
Ip
13'
Rm
$11
GIRDER PER MANUF.
GIRDER PER MANUL,
I
0FLOOR TRUSS: 2x VERTICAL
REQ. AT THIS LOCATION FOR 2nd
FLOOR STRAPPING. DESIGN FOR
A CONCENTRATED REVERSIBLE
WIND LOAD OF 2.000 LB
.yi
_
I
Sl1
FLOOR/LOW ROOF FRAMING PLAN ELEV. "K"
SCALE: -i 1 -0-
No7ES:
1. REFER TO DWG SO FOR GENERAL STRUCTURAL NOTES
2. REFER TO DETAILS ON DWG S4.1 FOR ROOF SHEATHING REQUIREMENTS
-(2) HETA16
I
I�
i
I
Ili
I
j
-
T
I _ II
I
MGT w 22 0.148x3" NAILS & 5 8"
ATE THRU TOP PLATE TO HTT4 @ RE
TOP OF (4) 2x4 SP BEUPS
BASE OF COLUMN HTT4 w/ (18J
#10xt-1i2"SD SCREWS 1
ATR ACROSS FLOOR TO CMU
WALL BELOW w/ SET-XP EPDXY &
MIN. 12"EMBED
CENTER COLUMN UNDER ROOF
GIRDER.
MGT w/ (22) 0.148x3 NAILS & 5/8
ATE THRU TOP PLATE TO HTT4 @
TOP OF (4) 2.4 SP BUILT UP
COLUMN W/ (18) 0.148" x I-1/2" @
BASE OF COLUMN HTT4 w/ (18)
0.148" x 1-1 /2" & 5/8" ATR ACROSS
FLOOR TO CMU WALL BELOW w/
SET-XP EPDXY & MIN. 12" EMBED
CENTER COLUMN UNDER ROOF
GIRDER.
TRUSS NOTES
UNLESS OTHERWISE NOTED ON PLANS:
1. ALL TRUSS STRAPS TO MASONRY ARE TO
BE META16.
2. ALL TRUSS STRAPS TO WOOD TO BE
SIMPSON H1OA. WHEN INSTALLED ON
EXTERIOR WALLS SHALL BE CONNECTED
THROUGH EXTERIOR SHEATHING. (2)
H2.5A TO BE USED TO MULTI -PLY TRUSS,
L) EACH SIDE wi8d NAILS MIN. SIMPSON
H2.5A MAY BE USED ON JACK TRUSSES
ON THE EXTERIOR OF THE WALL w/8d MIN.
3. ILO TYR METAL TRUSS CONNECTORS,
FRAME SCREWS MAY BE USED AT
CONTRACTOR OPTION PER THE
FOLLOWING:
1TRUSS TO TOP PLATE TO BE (2)
PSON SDWC15600
B) MULTI -PLY TRUSS REQUIRE (2)
SDWC15600 AT EA. PLY
C) (1) SDWC15600 SCREW FROM TOP
PLATES TO JACK TRUSSES
4. FOR DEL TWIST STRAP TRUSS
CONNECTIONS (LTS/MTS/HTS) REFER TO
DETAIL R60 FOR INSTALLATION
CONFIGURATIONS.
DISCLAIMER
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 UPLIF ULATERAL LOADS
IMPOSED,
IF ANY TRUSS CONNECTOR SHOWN IN THESE
DRAWINGS CAPACITY HAS BEEN EXCEEDED,
THE TRUSS MANUFACTURER SHALL NOTIFY
THE ENGINEER OF RECORD IMMEDIATELY
ORO Fieldstone
�pnnini
.�`�
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
No. 8602
ROOF FRAMING PLAN ELEV. "K" 29349
=
SCALE: 114'-1-0• 0 IBRAHEM ELAYEB, PE
_ .0 4 _
NOTES:
P.E.# 91476
PEER TO DWG SO. FOR GENERAL STRUCTURAL NOTES 1I R
2. REFER TO DETAILS ON DWGS4.1 FOR ROOF SHEATHING REQUIREMENTS ■ BENJAMIN NIESE, PE
/
% O STATE OF 4
P.E.# 86025
�i�� ' !C40RIDP •' ��2�
10DATE 24
'S/*-*0 �.
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+ 1 813.466 3310
W .6eldstoneae.com
)DRAWN BY: FAE
VERSION: 5.0
SHEET NAME
FLOOR/LOW
ROOF FRM PLN
SHEET #
S3.1 K
STRUCTURAL SHEATHING, SEE PLAN AND
DETAILS FOR ATTACHMENT
NM
�- PRE-ENGINEERED - 111IMMAR7I&11AVLOBRRO M I1RM SIALIMSSIMSEERMAM
I 11i2 WOODTRUSSES I-/
WNFACILRWDWWOBFQISPB,IOROPME DMFORA7TANLBIAT 24' O.C. MAX.OR-PFE EEDYOOD
2x RIBBON BOARD TI MSBAT2POOMOL2x BLOCKING AT ATTACHED TO TRUSS
SHEATHING EDGES w/ (3) W/(3) 10d NAILS, 24" 1 1/2"
8d NAILS INTO TRUSS OC. CENTER MAX. •Nh
CONTINUOUS SPACING2cNf1Cl@IGATSIFATWG8Wd�N hS®pISONDATTAfj®TOiR165ySTRUCTURAL SHEATHING CONTINUOUS STRUCTURAAURESBOBAFETOBEMMT01*atNVLMMUMMEOF7IE®DA' I
NAIL PER TYPICAL MLS Im7w 0)1081WS.N'OD.CWHMM I
SHEATHING NAIL PEILTIOOLUERALWORIIBTBELMFORMWKWILiDMiN
SHEATHING DETAIL SPApiG r .FRLT,ypµ1R,��iM71111 ULAIH1H6ARppg9F70PRAig,
TYPICAL SHEATHING DETAIL O%ffN 1SSIRORAPLBEAIFIf MLL ELFBEITHNOSOWNO ANDWILTN)NBICdBSNMILRFT TYPICAL TRUSS TYPICAL TRUSS
ANCHOR PER PLAN PFRTIPGL$IFAOIO DDAL CONINOIBSIROFINILSFEATFNGMLL M IBWLTIPOILTR9ICGM(OfdIRtlY1RNnO7OFMIA1EOIlEOE0F11EM11L
DETAIL AT TRUSS HEEL>91(4" ANCHOR PER PLAN /ORIOMYLYI6WLLMIMPMTHO81 OMH,'MOEASM. BIT.
� PSIIYPDILSIRI7HIGOEFR
' SIFAIMiBCpONI0l6NOMLLIRVBIBICdIO1®BHNIlI1FT. '
NOTE: FRWGPERRAN FPAMOPER c MMTIPCALM.SOB'SFIOMTNwMT0PRAE,B051FADIOB
REFER TO ARCHITECTURAL DRAWINGS AND,/OR TRUSS MANUFACTURER DRAWINGS FOR DENlAT7RR8IAS>B1W PLAN
SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE. OVERHANGS)
8MWTI WL SI6ITHK SEE RM AM
STRUCTURAL SHEATHING, SEE DETAISFORATMfALBR
PLAN AND DETAILS FOR
ATTACHMENT J
PRE-ENGINEERED WOOD — PIFa1Fi1®EOWOWTRSSfSAT2 wx
TRUSSES AT 24' O.G. MAX.
TRUSS ANCHOR ---- TMAWOPERRM
PER PLAN � � PER PLAN
- FASMISE JINI6A CNRIAINSS09O11A IRST1I16NLL
FASCIA, (SEE ARCH DWGS)
PERTYWA FSAWDEfAL
BOND BEAM
PER PLAN
DETAIL AT TYPICAL TRUSS DEEALpL HTYPTR$SMEE11<B1µ'
w/ HEEL < 9 1 /4` _--�
ROOFTRUSSONMASONRY 11/01/2023 SPOOF TRUSS ON FRAMING 11/01/2023
INC TO SCALE RWM-010 RWW-020
- VAOFYBETTR1686@21'O.O
YWEYSET
W.PIDNG20GAFLAT TWM@2t'OD.
SIIMPy�188
I- SFEAl11NOP31PlAN
SIFAOIO R31 RAN
2MIOCMG LWO 1
TRSSEMS,OL70
k
6lBDENDMAGsI. 'M led ITf SOMC15O01R38
0070EffiYIILBS
Baw
OA
VADEYWTRI8F8@2COG
WATII13I'M PLW
'- &A PMN@ELVAG07RMS, MLroDOMAMI
T7LBBN'N18dGLNMU
BOTRIMNINOOHILIMTKOWErM
RRNTA'10iGLNK@Mr
�1TRUSS VALLEY SET OVER FRAME ni;2n23
\__JNOT TO SCALE RWG-060
C
RDGE C GA&E fI
END
2LARIANAT2+B'O4,00121
M WSEAEIproTR133 -
SIRUCIMMLSIEVING
WPU1111ATEMAFBO)
FTP*9ENH8TR=ATW=
f
BMOBEAMPERPVNAND -'
SDEOUE
MAIM PER PLAN
rMWAIL•SEERMFOR10911 _
FI
MTAIBATMOCT2I3
Roy WALL BRACING @NON-BRG. EXT. WALL (NON -SHEAR) „/a,/2623
NOT TO SCALE // RWM-070
m�iamw�iwo®®.�
®namx��r
nerm�u
wuarsm°�'r
ff� ®n®vnrw.
8MBS®TRISSSTRAPREPM
�JHo,��,�
�k
0 /
2 1 k
2
IM
2
0
G'LE GABLE HIP
(AOOFM212T III WFPRCHT12T0W4
ROOF WATHM
N1LS
—
ROOF FAMNG WlIB
NDTE*V-4FETNAILGISES 1
2 3
1
ANGSHAN(NALS:
PANELEDGERYLMPO ro.c.
ro.c.-�I VOL.
T 11ATEDPLYWD13DOROM
111311 1t2'
PANELFERDNIIII B'O.c.
)
S'O.c. I S'O.c.
xM HEAD DM.
- -
FOR BASIC WM SPEED 170 MPH OR GREATB, EN L FN SFMLL BE f=, ALL
ZONES _.
�...
NOTES:
1. WOOD SINIGNPALPANEIS LWAS ROOFSIBITHM SHILLS WAL0111ITFI JDNTS STAGGER® &WW SIDEOF PANES PEIRMWAR M
RDOFFRAWOMI
ROOF SHEATHING ATTACHMENT DIAGRAM
IOT•TO SCALE
131M
RWG 112
3
3/4" 3(4"
+/- 1 /4" +/- 1 /4' 20'-25 �,20 -25"
22 1 /2" �\ 22 112"
OPTIMAL OPTIMAL
221/2- TRUSS OR
TRUSS OR 10Y-3Q OPTIM L RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
130'MAX.RAFTER
SDWC15600 (2) SDWC, 5600 (2) SDWC15600 (2) SDWC15600
gy1) m
OVERHANGOVERHANG �/- OVERHANG ! - OVERHANGI OVERHANGPER PLANPER PLAN PER PLAN PER PLAN PER PLAN
-1 3/4' 3/4"-1 114" 3/4"-i ,/4" 1/2"-1' ,/2"-1' 112-7(8" 1/2"-7/8"
SWIESW'000IFCAFA7pIA SNG2SDWC:C0F1N11ATLATB DOI.BIESOA CMEMMTMA DOLBRESDWC:COIFOUPATONB DIXIMMKC111F MM701)
ORSSNTSEFFF NM M1109DOWHSM) (iRW"NEDWRISND) (IRU85DFFSETRNAISM) NSTAGMIINOI1NIlRli&AM11IOTOPPIATE
1W&I. Ef0MTCPMTENMTPoISSMAFIRt WALL TW"TOP PLATE NMTKIIIIIII14 R MALL TIR0MTOP PERENIO IFALLTW4MTOP RATENN)TRJMPAFTER
TRB0WI R
TRUSSIRAFf ER TO DOUBLE TOP PLATE SCREW CONNECTIONS
11!01 / 2023
RWW-030
CONTINUOUS 1 CONT. 2X4 (MIN.J w/ STRUCTURAL CONT. 12d4NAIL S "TRSSCONft;fONPgIRAN
STRUCTURAL (2) tOd NAILS SHEATHING PER PLAN STRUCTURAL
SHEATHING, SEE \\\ SHEATHING PER �/y�
PLAN FOR 2X4 OUTRIGGER AT 24" O.C. REQ'I AT SEE REQUIRED .01JU01®IFIMNIG RWAT17DMIICB
ATTACHMENT OVERHANGS GREATER THAN 15". BRACING PER TRUSS IiE1T3Cf
,Otl TOENAILS @ - D EA ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO MANUFACTURER
8" O-C- TRUSS TO HORIZONTAL BRACE, w/ TVP TRUSS CONNECTOR PER PLAN TRUSS w/ (3)10d I
TOP PLATE TOENAILS 2RUDOIIRPLWATWU.
ONE EA. SIDE STRUCTURAL RDD@N9LWO upToi • -- ZMNfX,7NOWWMY$LATDPMKMSARACHATEA@Od
WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OUTRIGGERS p12nDERu&MLSIFATrNDmKWWATsoc.rW,
PER PLAN
WOOD - 2X4 BLOCKING @ CONT. 2X4 (MIN.) wj REQ'D AT 170 MPH OR GREATER CONI.OIAyQj Ie11W3 NUS'
EDGE NAILING SHEATHING EDGE (2) 10d NAILS _
w/(2)10d @ EA.
IN LIEU OF BLOCKING AND SNDCIILIMMOTMOPERKM
EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT -
TRUSS WEB 24" O.C. REQ'D AT BLOCKING AS REQUIRED
WITHIN THE GABLE IT IS 1 ONDFfOMLd4CPO1Y'�12a
ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15". FOR BRACING BY TRUSS 2tRDL1BOBE1WE81FAlISSS 1, OOMOMNVSFA BD 52•MOL
EDGE NAIL SPACING TO CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER. IBEBINITR68W®. SPACFS
- PERMANENT TRUSS
BOTTOM CHORD OF THUS
AS SHOWN) CHORD wi (2) 181 NAILS .I I
AT 16" O-C- BRACING PER TRUSS
TO TRANSFER LOAD.— t
2X4 BLOCKING @ GABLE TRUSS w/ � SEE REQUIRED MANUFACTURER @ 10'-0"
TOE -NAIL SHEATHINGEDGEW/'��� BRACING PER TRUSS MAXSPACINGWEBS AS
EDGE NAILING (2) 10d @ EA- END NOTED IN THE MANUFACTURER W ADDITIONAL FLAT 2X4
SHEATHING TO ADJACENT STUD FRAMING SHEET A -A A A (I.e. BSCI REQ'MTS) WITH BLOCKING
SPLICED SHEATHING TRUSS NOTES EXTENDING A MIN. OF (3)
TRU BAYS PLACED
SS S
1 I
BETWEEN PERMANENT
(3) 1Dd NAILS @ (3) 1Cd NAILS @ - TRUSS BRACING
EA. TRUSS CHORD EA. TRUSS CHORD RESULTING IN 5'-0" MAX.
7
PIDYOEOI PFPIAIE [17AIONDRBOLIS 4V0. L
NAIL BOTTOM CHORD - 1V1itOk ® OVERALL BRACING 3ltOf,�Nt�1N@KCe1DB31OTRM3 FISO'IHBIl'A411BWAA7'IEEO(AL'&CJCF
OF GABLE TRUSS WTd28TPLWAMEIBAM7'BEM. IOICH IOIiONfALI ) AEL®D0RM0FSIEATW2NYLO 0WI5DIEATGR7IBIPPIEEWBMt'&CNS,
I Id', AT 4"O. C. NON71O019RRATE HORIZONTAL 2x WLT'MDBY#121@12YLC.ALHFIED@MPI#
A35 MASONRY BLOCKING BEPNEEN� \ �12(70gWg
WDWYAyLRMOKLMR&KORpyO�PERKIL FIRST BAYS OF
SEE PLAN FOR FORRNWWAM@VW S0DM %8MPINNODEML FRAMING TO BffPLWFORATM%NWOFWL
A -A (WOOD) A -A (MASONRY) ATTACHMENT OF ALL PERMANENT BRACING SIALCIILVLSI61TfM•
STRUCTURAL SHEATHING. w/ 1 Od @ 4" O.G. �- t'8Y2L EAIBDRPASFLON9IRDOF
��GABLE END TRUSS BRACING DETAIL „/D, (2n23 STRUCTURAL GABLE END TRUSS DETAIL nNc „!D,!2n23
�JNOT TO SCALE RWM-090 R09C NOT TO SCgSiEATHED STRUCTURAL GABLE) RWG-093
STRUCTURAL � PER FILMOONLLTNI GNNDMATONDWOILY.ATICHATFA EMya) rdM9K& IMLSI D1111Bro
SHEATHING PER PLAN OMOWSTRW@IGAT2(QG RDDAT
CONT. 2X4 w/ (2) r 0131MILiBasTs17HW12' ATTAC MMS KWMATMIIWLNIHS.NDCNMYSBORIOMGRETNM
12d NAILS MI' MIOd01FIMLSATN'O.C.
� WIBIBMOMRNEBI®III®.IMLroDPPo.ESOEOF
mom
SEE REQUIRED I MUM 1. ATV9I1WWIDPnM0E2Nt'BApf.
BRACING PER TRUSS 1
MANUFACTURER > *11ATIOPSIPLW
/ zATYHIG{ISCY818N'IOIII p)zGt'BAp(3 0 FASOq pRFRNEPER P1SE3III
.: L ATMHOCAtSOVBr-C101M MOE2X4 LVdWOAl1A001ORLLONTO KWAGEB
11.TNII0018F(PWO_OAT1___16; ROOIEDAT➢EPBVWDATM WMBVHIICLLI 3MNTIIMMATMDiTE
GiEMT9p DMKATW.HWMDMTIERMUBOM7)EMOFNEBR6,V(4tMATEA
EMNWOIDNMTIEWNODRMKAM MBICKINMRMATMM
YSIII715AMMISFBEATWBM H-L-MWH M 12DAMNESLPOMOANE
OONF.2LAdtiINWIS / 1 3 IBPIMCORI
SDOCNRPLS1E17TNG ;9EEPIAX FORAT mEmLNLt'2=AMSNOR'mxoi2IATB'o.DMIAIt'2=ATIDPNO
FIE NOOOTRA0AT20' OLBIRICFILWSfE17NNG,; BOBOIO
OD MIL
—I
LDCIM OHO Fieldstone
O \
T „A'L70A t� .O.A.# ARCHITECURE: � F
avWA IIII "R � 26002802
w"B""" TRSSANCMR O.E.# ENGINEERING: NO
PRKM
29349
1IMMS%A° O IBRAHEM ELAYEB, PE
DUTCH HIP TRUSS BRACING DETAIL (BOSTON HIP) P.E.# 91476 '•
R' u. d6f AMIN NIESE PE i O STATE OF
NOT TO SCALE I�'2186025 ���� '•F�0R1DI' • ���
10/23/2024 /sS�ONA` �?G \\
DATE III \
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
CD
O
V
_I
m
N
Ln
Y
F-
O
J
p
w
Ed
N
wLID
zco
_J M
E, _<
z
U)
LD
S�
<O
M
(D
}
U) J
U
M
w
�
<
ca7
o
o
v }
, a
c'2 W
N
O
F_
L -
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
DETAILS -
ROOF
SHEET #
S4.1
PrE4MTFW
PETMUF. PPE&CTTTLBSPYNTF.
SUMPPEIMPAR TOPPLATEE,
5
HATB,MIYPNIOIADTTpPUTPS
SmwPERRM Pr�e�smasPelxviP.
/ - WBrTITP PLATE s00NOPPLATE
nMPPatH,w - SLMSPHOMRATEIE004
- tuE[YITS LHNCOLDPEIPLVL �pN•TOP PLATE - 0.1fY1•1RNYS,Sff70MATCH SIWsff
}� EItlEFTMKOCLPLYM11i OPEFAPLYOFCg1MTPERPLA11
wTCHUMPLY601M.1 HAi HESTUUS PEiPUN
,r ,�'`�� BA.FULHEBHfSIUR/LTd10H8XIBfICALSCABWICH& �'��:.-C�
COLOEPPHM7RMOP1Mi WASpB'O.GEMMETIOWr wrE:EE7A wLwrNOFNSf&o NAwAs FIALHE6HPSMDSPEIPLAN
MSTPAP IEAMEOFM'ALLOPECTMET 0 'MBES11AIMBDl91/PPN3
BOTHSIMONKT9IOBSBEOFMMPL OPESIRIPFASBEOPMUNIAPPFDTOPPATE
PgTE:16EBAEM RILLHEBHP=OWM14NTHB OETAL WYBESUBSiMMBYPSLCYAUMPMKMASMMNLEMWAI NB
9WNMUTMOMUMTKAMFMSUOR$rAWYBEEDDFMPBOPETSBLWATTN] WPETOLTALNTW
TYPICAL 1111EBR TRUSS TWIST STRAP INSTALLATION 03,2712023
OHO Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
❑ IBRAHEM ELAYEB, PE-'
P.E.# 91476
■ BENJAMIN NIESE, PE
P.E.# 86025
10/23/2024
ism1
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248-622,4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
C7
O
`1
J
m
N
LO
Y
z
1--
p
N
O
W LID
z
J
w
am
0
W
-10
z
—
0 Cc
U
o0
U)LL
u�
0-1
LU
(7
U) J
U
rr
am
x
W
a
~
F
N
R
F-
\ DRAWN BY: FAE
_ NO, VERSION:5.0
SHEET NAME
DETAILS -
ROOF
�Q STATE OF SHEET #
SS�oNAL S4.1.1
111111110
A•
P
r
r
A•
EXTERIOR WALL SHEATHING
MEATIWG�IIP®pWt) � PAIfl®dENW16 S ACIM3 FIELD R
MrSEATIPG tl TO.G 1210.C. ALLBD6ES
- � -- PWa EOEEIWtG
NOTE R MBIDCIOGATAU
SEATHISEDGES S
sr
FEIDwwLKAM. STUCIIPA
`\\ SIEITHG
SNGIENLL®fE SPMNG
' OOIEIE Wi®6E SPACNG
�sPAa1BFSI _
VA aa2MIG
RAN EFATIIGSPIiE•SAIETI[0B4N0 SOEGm
NN21GP91 CffiOIBITATMASWARLNG@WIG
RAN
11 iERIOR WALL SHEATHING
9EAIMGMUIED MLL PAIfl MYE181. FED _MDClW
DWU 9ff SPACING Nam
711rSFFATM IN TOG 170.G ALLEGES
SRIICRAMLEEAFNO _
FED NAILING, TYP.
1 I MOLE NLLEDTE
PINSLEXENALM
wo1 TYNCAL SHEATHING DETAIL 1,/0u2023 woe GABLE END SHEATHING DETAIL 11/01/2023
NOT TO SCALE WGW-010 NOT TO SCALE WGG-020
DOLBIEhroPRATE
MD SPARRO MIG WRITER EACHSOGAT hSROSSPACNGPEIGEEVI
FRO EYWLSMRATEIEGHTPCOBTALA ACTE NQPERPIAN
ODEMiBEIMYOMF.
SlEOIWIG R3T RAN
2. BOTTOM PLATE MTC W WALL
Mom
M.RIEN NODDIRUMATEISMEU:
1x CURM P.T. EILUTO WAVIRY
IXWDOD
U P.T. MCJ(
ARKTIWMQY PEI RCPEI
WATCH RMIEWERLATTACH IdTIMIB@CRUM ECS
AND 1?= EMMDE . ATTACH Y@GOB THO MCA
N10WSW PER ROMAPAOaICFAPPROAL
PIGMILTAMROAAL
sI�W1E '
� .�
•,
ALTEFIOE
a oeeBPATaMIacroM�sam
SENAWN ':
BLXTPTFG0 W. 21W-1AWVASONf1sdEY3
@C MEDBAMDi CuR8MOEl M'11lr .
ROPER
EPAITITN
w11 LOAD BEARING WALLwill UPLIFT 11/01/2023 SNO;TOSCALE
W-TYPICAL WINDOWATTACHMENT DETAIL 11101'2023
WG111 WGM-140
ANCHORBO MSEGENEMM IR . SOSCNNLSFEITHIGSATFAp1ElIT
Uxa PER PLAN
mMEN HMEME. rP.LBILL PLATE, PER -_ MSTAMMFASfIUroWALL BOMy R1Old RAILS
RAN^ rwgixxrtrr2MBamM>BYs
� .. rCWWVLBXBEWSBR.i13F.
PER RN1
OE
9.1 Fa TOM,xr.LHmvURmMamMLfETH
W12 BALLOON FRAME TO MASONRY DETAIL 11,01,2023
NOTTO SCALE WGM�120
E(T.WALLPEIRAN
x4ax G@2ro.Cm+IDBERWEI
SRCS.rolod WASEORM
MOW MIaATMCHMEMP
M.fSNM1
hORGREATERM TOMASONY
UWOOD
KtT4)PTI1C706$<2W-1HTWW171W9CN 5@'r
20.LBOf2( _
FWMEOSANDIMCRIN GE 1011ra®BIr
ATTACH DOOR PER ROOM
RROOM.TAPPNOYA
-... -
ALTESMTE
P*DGE mTRAiSPEI WXF@WM WATTICHTYPTR.GSSmVPER --\PAh70PRA1E
P6WRIOTSHOA1q ,
S9a1A8STPACENMSTNEHGsnorodEADEI "'�
-
,1@L3FAPLY4
IfAOaR smN R®TMR3iTABIE
LUBASCIWO HRINXCLR STRAP
ME SPAN UMIT
ovilm 1 AFT MIS
f _.._
IgIMAICUISPNI
<110w IFT WTICH
-- -
<,OMR, SFr MTRN
XCfTHG PE
xTRm,uFIX
MnB
r- MOFPCISMPERPLM
SIEATHIGPERPLW
a(EEMLNOIES
AT WIRGITpICOl01p1•IGID WAN RrB.WEBIf
PEITABIE
UTBASCNM l HRIWICSN HOMw
SP® SPAN
_l.
II
li dO YRI IFr OTT2Z0*l WdfYNR1CIMB1
II
-- HOO
'.
<14MPH SR HrtAM DSIa1181,•1flroNlGtSfdrTiEl
_ i -
Il
cis MPH 5FT '. 5FT Or1II�1 �iH1N•VI81RIrT1E1
W
_
hSMASPAOGPEi RAIN
TVUXA
STD HEADER CONFIGURATION
FA10FTTBNMTGNWNL
(A MRGMNM
•ATCAWARA9BBIF MUM TBBIHSIMLLBESOBSMMFMATSOFSAME DIAMETER plLSSM5'M1 aW
ATYPICAL OPENING @ BEARING WALL
EOEEBCWWAU
NBTWLS►PSO1138PRATETB@rO.CALO MIG
MEOFTIEWALflGMTOPRATESNPORA IErll9i
flawo1910PM&Tro.
TYP T RUBS"TUIOP RATE CONECTOR
PER PLW
FFADEA A3I RAN LSj RY. IWl AODBCNYL
A1CIR01G SRO CUIIECIOA R�UWBBIrB
PER PLVL
BBRAING BEAM BLOW ORM PEI PUN;
OSfATBOOBOPNfd,TYP.
AT2$wRP'TORRWND ww
APPl
- HRMOICTN
uTBA4CWIDSP® SPAN HIEOINr
wataa•FACEwrsTHGAIG
SIIDTOHEADER OIL 3Ek PLYJ
W989W ROMPEITABfE
uTBABCTNG ddIsPMAYCLA �� SUMP
M® AN R®N1r
d10ln AFT LSR18 I
<10WH SFr LEIA2
<MMPH AFT
C8thIrR.G.
cUOMPH SFr
�CSIBNTLG•
<tOMH 5FT !
mbra
•APPLY h)SHMPMYaSILOVHRSTRAP 8 M S FARM
WSW
SFGITHGPEIRNI
2,SND8@1rw
EDSUTORATUMW
a1R1917NVB@1PW
hsTLO ill
hSRO PABW1ELro COISEAFG / MAMI ALSOTIWG PER PLAN
rru /
EADET OTORATEIZ* J
0.1R7>1R'IWB@1roG
W18 CALIFORNIACORNER 711612021
NOT TO SCALE WGW-180
CDIMONWALL(RP)Sx8x18
ao
WEAVE MDCK W LAM$ EBR o86 MDQ((IYPj
@EV BL=TEENIEVWCIpI
RHAR PEIPWI
• UQmI1 6PT_RUTOWRVIRY �_� 1in2W%T19ELMN1 YEA1CHOROlEOLA\
W1dIRM1EWERLATOM21y'I'1W8@rtBDM BE � tram NTDMASOMW MR3IBRACJET
BRICK( -f AIG 1T'O.C.IEWGaIATOCIIWa1HUMlf2(Nro
IN MU MASORYPERROMPRCOITCTAPPIGYAL FWTO
Re - - -- IWSONM'
EA'ATGN �
TYPICAL DOOR ATTACHMENT DETAIL 11/01 /2023 TYPICAL GARAGE DOOR ATTACHMENT 0„2023 TYPICAL CMU INTERSECTION DETAIL 11 101/2023
W15 W16 ise
NOT TO SCALE WGM-150 NOT TO SCALE WGM-160 NOTTO SCALE WGM-182
TA BpG BEYI _ .
--
2(aF%E SRoB @ 1rO G OABR 1EA09t
T ORMOROM SG O7NmlORS PER WI MSC2 TYP.
ALT. HEADER CONAGURATION
(FOHNONMTplBBY01G9AMMORa% M RER105MUWa MMN
11/01/2023
WGW-050
TOPOFWAOBIATBOTTOMOFTOP
MRSTIMPLOCATCIIMTME31) -
RATE
_lllIllPLATE HEIGHT PER PLAN
- �
hCIMREMUG
QAh WNTRATRATEaE Bqh
PLATE ATDBLYRSBW Ia:ITpB
ALTF M WA S
90LEMGFH
CCwnMl BDOAEhTCPRATE
bFLLHISiTIMMSIUDM'ROLNUBEI PERSCEMAF
PERPLAM
PLATE HEIGHT PER PLAN
WAMPE1PUN
M.WALLPEIRNI
p10dwU909T MEW
t{AOM.TOP
.
!��
BE=
2YABIDC TOBI
SBGFMETIM 18,
MIMSECIN
DNNTEA n
Ell
PARROIRFAial
— 9fASLLRAIEP.
--
OwwWW
GAWCfD00RN07W,q( -
LBTALIM RBMVSHCTIIIEB
�
1
sPexaTGM I � r
_�
aMMooDM.eANtwmroaurl�r
5�
1'BDLTSATNW5t EIHBdr
IFIDI
YY9EiSATNO.C. iMElldrYF10PNG
BOT=OR0IDA5OF11nTWl
9OIBYB@1YO.C.srA&ERR M5r
FBNETORMID
WSW
137MCMUWNL
1N'MNEMACHR
GARAEDOORNGTRAM
'�,>
WKSPERWAFACRABE
•
SPECIFICATIONS.
05IBAAoONr.NB01D
BEYI
BOMBENR8IRAN
0500 DOODOAE.
RMMYSTMILPIMJD
NIMCMLS,PERM
PImWf1001®OOIIFL
„�
�_',
TxrCIEMIODTATNlFUM
Cw
-lTfj
al
-
4
SE:FOIBGATLTNRNINMDUAIB
RIRFOCTURE PORCNG
1 sA INT fWki CONNECTION TO EXT. WALL 2t28`2022 W 19 TYPICAL REINFORCED FlLLED CELL DETAIL 11,01,2023
WGW-181 NOT TO SCALE WGM-,90
h BLM-USEDBLORRAThBDaT@ Q
�DRTwEEMRSmNs 7Y�F
arAacsno•TUPERPER �II
RAl
MUS EAHIG PER
RNG®BRWIL
� S7mUE
'i SIIBE, DOIIMFOR MTh ',
BTDCHIG,TYP.
P &SLLRATE
SNEE W D01EE SIRAP PEI PLAL RACM
OVEROR MBWDWNLSIFATHM
- hSLLRATEOLLARTIDRAfE
RGRRAN
'. SOFNYS@El BD i
�
eo
I Li N
t "'Al
CSM
jjjSIPW
hWatimtR•
r
tRo__
1
ale
psa151xt7
,r
+TO _
ONE;
NO3418•W
, 27•
NG
„; 0,2023
SffNFARWALL
W BW=, 20
000 Fieldstone
C.O.A.# ARCHITECURE: ••
AA26002802
i
C.O.E.# ENGINEERING: _ IN 8
29349
O IBRAHEM ELAYEB, PE 4:`
P.E.# 91476
IN BENJAMIN NIESE, PE 0 STATE OF
P.E.# 86025 �i�� ' •!�LOR1DP'
10/23/2024 ��/ss�ONA`
DATE
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+ 1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
0
0
Y
J
m
CV
Ln
Y
QCV
0
F-
Lu �
J
.ccz
>
Q M
w
wo
Z
—
0 of
E--
00
U
CO TL
0
CC
}
C7
in J
U
M
o=
-
�
�'
W
o
cod
F
M LLJ
F-
m
N
O
F-
DRAWN BY: FAE
VERSION: 5.0
SHEET NAME
DETAILS -
WALL
SHEET #
S4.2
k
k
k
k
k
—T—T-
a MEWNLOAPR6N FU)DRTW M1)S@W SIIIIL'NN M1N311ATf/dl Pffi
O.C. MIETA WIDIC. wxr PUALWN(.tPpWr>fFRDOBSLION
7
-NOR a1SRICiL NMOTEWTO TOPWU ICT10Y CIM0 aFRlLE6MLLP81RAN CCNtaRATE
PM70MSATOMM � __�� MQiBdIMIS@1rOD.
WHEEBIES ETM
NUBOOANETNS
�a
YBRCNSWIB6 \ �- PNBEDGEWLNG
R OOR SEATIEIS L ATTAUBBE PER OBL
- k -- N75
TREMPLAN PNeWSENUM
WTHK IERRAN aP9Ma6BMN rON181(1IH tOdMYSBO
rCWWNLBNFAMt �EIF. GWIMK ROORTWBS,EFAMERM
PLMAN
MM
Lot FLOOR TRUSS TO MASONRY WALL 11/01/2023
LTM-o10
SFW CTI WL SEATNE d ATUL}IBC R31
PUN coma OUBI RDOR S3DON^•
a FWAEWNLPER P AL OU aPIATEW 9NdNVS
War
rdAW OBi PER PLAN
TWBS,IOBTRS6RAN
S EAHOPELRAN
WffNLSEANWO
2NIIDC,BI OATWS'STL1PtlON�(g181
NMSroEAWILMNIAXWO 4
SINCIUK80THW&ATrADW
1 PER PLAN
i
Eawk
9EITNIGEATI
P91 READ PDOFiW.63 MIMIF
/ TRzwrr0MDM
0R21L93EER ybdNPL@Nr0.0
. hm
ID WNT.. WALL SEAW WrALI LSFA15 SRYW EA STUA MUM & PLAN O
ALLWOMiL CP)IIEISTWATTOPOFFANKEW
b FRAEYYllP61WAKU)NTWATEV00"dWi13 fj �— SNJCIUMLEEANp8ATGpIBlfP91 aFANEWYLPERR^WW..aWAEvjM,BdMLS@IrO.C.
.EI
�L 80.�AATrAMW
P9FR^o)NTMSRWR8BON@61E6iRANWNPHNRDBIS&pw19wLS6B0IroFLTW$ETIBOWffN1IRAN
REM SEATNO LATUCWPER 6BHNLNCIFS PANEL EDGE NWB CR.a90MU!)BNp10BFOUWB
@A-
H6
N11MwASI�ONroumB$TmroP @FAswamEwlmroHrnlS$
A1171011 - -�. _ FREE 13 ACCF
1d NkUr.O.WWL9EATNG \ TWBSPBWM.. SNtlA,•RR %671iftBATTKW
TD.TRAEo� s \� �S$dWUr( W1L F9Pww
r•"? B�nMTORT s aEa ruure(nWlca+r.a
(�iMilSA6Bp1roFAm6s PulEd(g16d NVS@FATRU$ PAIEEDGENAIIIG
iW65 R3iRAN IETANAMMNL@EAattEDCi91M'�UEb,R'SDSSCPfiYS
SIEATIMPER iWbs GNIILYBIEDIW63 PEI RAN MM0@1r0.O SUM ECTrOMPLATEFOR ULP'T
PERP
RAN "KAL•BOIWEWLNSTTB .IIF. 3w%LL DBFAMN E)(ENL%8TNG PER RAN
PER PLAN 191T. R9F. PER RAN MN1S0TNOW6dMUr0D. BAW031I BtPERRAN
Loz FLOOR TRUSS TO MASONRY WALL Loss FLOOR TRUSS wl CANTILEVER roEA'WZ
urov2o2a Moo (oa,n,zoz3) F1DOASIEI7NIGLATACJLM
PBIHBIBOLIOI6
NOT TO SCALE LTM�020 NOTTO SCALE LTW-050 (FD-010)
a RMIE WALL PER RAN CDNP. a
RATE0018dIWS@NPO.G
SIW1WWLSE RW 6ATTADWP9i
RAN CDNT. THUGH RDW SETEN
BEAIK ERPERRAN
F1=M NBG6ATTA0w
PERGENWIMM
111JU TPER RAN
SEANEPER RAN
aFRARNALLPERP AN
G
HAD DCABI W NEL O PIR PLAN 1i ANCHW BOLTS OR
EPWARIOW MENMI.IE AMBOLTSAIEWT
`r
NIm"
CONE2NPLDOMT BEIWE@IFWI
7WBSW'�NNTOBWSFABD
aBOMPUIEPEiPUN
21E1WX@EAIFOSWPERRANAS
MISE@EAT`WTOWNLSIIA
no
UFWRAPEOrNPLATE
CONE 2N BLOQOIPEit2W.f P10d @ EA SWO L TOE NYBP
TOEATRW
EIGENLSHTHIE
SIRLCILRNSIEAIIO AATACNI@IT
PER PUN
PIEENRURM
SNTMFIFIRAN
SRIOIUML SEANE L ATTACN6IT PE1
RAN CONT. TM WROOK SWU
a MK WALL PER RAIL, CW. a PLATE 0 0* NNLS
@1r0D.
TRIMPERPLAN
a RU WNL OR PIEAIG TRA PER
RAN
rcWWALLBOZOFANLYw AHF. /
PEFRAN
WNP.209DOXAWGBFM Alm @ EA
FWAMENV9)roEATM
WU W W L SEANO L AT1AL11B6
P91RAN
MPDM 65W E PFUM RWF TRIBS
P91 WINF,00P PSIPLW
026LE1W*11ftM ftTO
6A 1RBS YEIRAL L ro 60R011
RATECION@rX
0)Nr2dBIW70OA WMWP10I@EASIIO PIEA&1EEPE)TRIB8JOBPP91
LroENAIMMEATRSS p "NOTE
SIWICILWLSEANO aATTAoNw — rCI KL DO ON IVER.FOE PER OETALUI 6 FDIE®TOAW MPANYTH60ETAL
s S"�NIITI_11
TO BOND BEAM DETAIL 2/28,2022 L09 BEARING WALL @ FLOOR/ROOF TRUSS 2/28/2022 L12 FLOOR TO MASONRY WALL @LOW ROOF 2,28,2022
\,�� ., LGM-260 NOT TO SCALE LGG-090 NOT TO SCALE LT M-120
saw �.
REBO ROFME PER MNLIF, HRM OR
HUMPERMWF,UND.
WBENILE EATIW
mom
ID WW WNLSOTNO WALL LSM15SIRAPHSRO, CMMA RA"
qO
ALLOPBMB WEEP SWPATTOPOFBFAIITi M
S_��R JOIST @ LOW ROOF , 2„ 7,202, �12 STORY CONNECTION AT BEAM 8„ 8;2022
SCALE LGG-150 \__JNOT TO SCALE LGG-161
X1111I11111
020 Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING: — IN
29349
O IBRAHEM ELAYEB, PE
P.E.# 91476
AV Z.
■ BENJAMIN NIESE, PE i�0 STATE OF �\
P.E.# 86025 �i�� F4ORIDP' •' ��2�
1024 ,,ssf0NAt. E
DATE ? �`\
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www.fieldstoneae.com
C)
0
Y
J
m
CV
LCi
Y
z
l--
0
N
O
L11 LID
z
J
M
M
J
JLu Q
z
—
0 Cr
2
U)
LD
U) LL
CC
} Ji
0
Cn J
U
Cr
x
W
o
oo tl
M LU
F_
O
I—
F_
DRAWN BY: I FAE
VERSION: 5.0
SHEET NAME
DETAILS -
FLOOR
SHEET #
S4.3
12 PER
ELEV
INTERIOR
STRUCTURAL SHEATHING,
REFER TO R111S4.1 FOR NAILING
& OTHER REQUIREMENTS
INSULATION AS PER SPEC.
PRE-ENGINEERED ROOF TRUSSES.
REFER TO TRUSS MANUF. DWGS
ASPHALT ROOF SHINGLE
(OR TILE PER SPEC.)
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1 &
DETAILS ON S4.1 SHEETS
FASCIA PER COMMUNITY SPEC
SOFFIT & OVERHANG
PER SPEC
BOND BEAM PER FIRST FLOOR
LINTEL PLANS ON S2.1 &
DETAILS ON S4.2 SHEETS
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
&TFRPAMS<Pr
A
Wt22YEDG1LWACFB2f0.G WX
SPApGATTACHM EAAOOFTN=11811
ID WLS
EL3L HEZIIAI FNRDPER
W AF. ATTACH EkVER. WIACEIII
0)"L(efOG.1X5PAC a
PAKATIMHIMPEnMMIF.
MR2aveffaMNCE.2f0.O N0I
SPM>tlCArIACHMEA 00FTRI
1UE wL&
w12MHpQwTTELFNKIDPE1
"F. AT TACH TO E YE f T. M MF w P!
10tlwLWWW WACM"
EXTERIOR q
PAP.ATrAOAMPERWAIF
- WALL CONNECTION PER
FOUNDATION PLANS ON SLI
AND DETAILS ON S1.0 SHEETS
0'-0" FIN. FL 2AP<$1FP.PAN33<N
WISHED GRADE INSTALL MD,SPAN BLOCKING (BATTEN) WHEN REQUIRED BY
MANUFACTURER
- MONOLITHIC FIND, PER
FOUNDATION PLANS ON 81.1
AND DETAILS ON S1.0 SHEETS
sot TYPICAL STORY WALL SECTION 09,12,2024
NOT TO SCALE WSM-012
WAI
i TT.I NVgIAL' 111fIM170 I,._ 1 112 OIL n¢wXw AvrnL.olTETSTDTe
1 NET6TwI.JPCEBE 11ATI SITIF/DAIU WM1113=70FMAI - IEDFNXVONL
II; NN WTP6r0MN7TIIEWA1911HW21: M 1MMIF. tF�YHMNFIS KMbBCMAC.
E7 --'k GEATFSTAYONCFWENTAl1b7IN 1AW _
�? 17Li�
- 1 1/4" NC61ii T•U•OTBE(iFA7NW37
Y Sam RAN
MOM MMMEIBDS
AYCDETAILS 11'12'2021
WSG-101
KOPERkWSMPER TOP OF FLOOR
YINF.
/ 1 ` 11J0WPEfMF.
=SWIlEASIIMpE1T)
LArm1
TYPICAL STAIR DETAILS
\ TOP OF FLOOR
EF. P91PW6
r
1A6WWPEiY11I
Llicawilasnam
BACIO
2,28/2022
WS 03
STAIR LANDING STA`�NDING
EEI�.LSffPEi
AN7L PLV6 AKK Ka
2MRDOAJOMI$®N'O.C.T0w M411.8N 2MFIDORAMBIlIIfOCMINJMOLU M
HVF�M HANM
�mAEw \ pj�TFAM
- 8N1C� villa lrrsossalevsef�l `. QMMTIFAM
� L4CSRYPBEASwwT0 w•2ML1D14ArwvcasMnlwxaeMu�mroaAu \\ TFAM wA101af0I sf/g�I I�EPDWf
M023TI M M S
M029MSrFMME1
S10 TYPICAL STAIR DETAILS 11/12/2021
WSGa105
REFER TO R11/S4.1 FOR NAILING
& OTHER REQUIREMENTS
ASPHALT ROOF SHINGLE
(OR TILE PER SPEC.)
TRUSS STRAP PER ROOF -
FRAMING PLANS ON S3.1 &
DETAILS ON S4.1 SHEETS
4SPEC.
TOP OF WALL
(REFER TO ELEV.)
FASCIA PER COMMUNITY SPEC.
SOFFIT & OVERHANG PER SPEC.
PRE-ENGINEERED ROOF TRUSSE
REFER TO TRUSS MANUF. DWGS
STRUCTURAL SHEATHING,
REFER
OREQUIREMENTSONAILING
AND OTHER
FLOOR JOIST OR TRUSS SYSTEM
& DIRECTION PER STRUCTURAL
FLOOR CONNECTION PER
FLOOR FRAMING PLANS ON S3-1
AND DETAILS ON S4.3 SHEETS
RIM BD. OR TRUSS PER FLOOR
FRAMING PLANS ON S3.1 AND
DETAILS PROVIDED ON S4.3 SHEETS
8019FPAIIII
wM2YT3 wKawaawa wx
wMJLL ATTACH TD Eh ROOF TN6'S I1I
IT MM
MMMMHXQ9kn91,FMPEI
1111I ATM MEAVER. FACE WI
lI)10DI1AL;4=wx& MQ
PNBATTACHIM PER 1111I
MLwNS wANVa@wO.C.wX
VP MiATTACHTOEA FIDCFTNSSy 9)
1MMLL
WL24MBATMKFMPEI
WANF. ATTACH TO 119R. MACE W O
101IMLKIM WXSPAC14
w113,ATTACH&MPfflI .
2V,N1C f K4U <2V
INSTALL MWPAN BLOCKNG (BATTEN) WHEN REQUIRED BY
MANUFACTURER
F (REFER TO ELEV.)
BOND BEAM PER FIRST FLOOR
LINTEL PLANS ON S2.1 &
DETAILS ON S4.2 SHEETS
IF,
EXTERIOR
WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
r- WALL CONNECTION PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
0'-0" FIN. FL.
FINISHED GRADE
- MONOLITHIC END.. PER
FOUNDATION PLANS ON SIA
AND DETAILS ON S1.0 SHEETS INTERIOR
TYPICAL 2 STORY WALL SECTION 09/1212024
JNOT TO SCALE W SG-043
STRUCTURAL SHEATHING,
REFER TO RI1/S4.1 FOR NAILING
& OTHER REQUIREMENTS
INSULATION AS
PER SPEC.
PRE-ENGINEERED ROOF TRUSSES.
REFER TO TRUSS MANUF. DWG
ASPHALT ROOF SHINGLE
(OR TILE PER SPEC.)
TRUSS STRAP PER ROOF
FRAMING PLANS ON S3.1 &
DETAILS ON S4.1 SHEETS
- FASCIA PER
COMMUNITY SPEC.
- SOFFIT & OVERHANG PER SPEC.
- BOND BEAM PER FIRST
FLOOR LINTEL PLANS ON S2.1
& DETAILS ON S4.2 SHEET
- PRECAST LINTEL PER FIRST
FLOOR LINTEL PLANS ON 82.1
& DETAILS ON S4.2 SHEETS
- OPENING w/PRECAST
SILL PER PLAN
- WALL CONSTRUCTION PER FIRST
FLOOR LINTEL PLANS ON S2.1
AND DETAILS ON S4.2 SHEETS
EXTERIOR
- WALL CONNECTION PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S7-0 SHEETS
0'-0" FIN. FL.
- FINISHED GRADE
- MONOLITHIC END ., PER
FOUNDATION PLANS ON S1.1
AND DETAILS ON S1.0 SHEETS
,TYPICAL 1 STORY WALL SECTION 09 12:2024
�JNOT TO SCALE WSM-021
��111111/��
O@O Fieldstone
C.O.A.# ARCHITECURE:
AA26002802
C.O.E.# ENGINEERING:
29349
* _
O IBRAHEM ELAYEB, PE
- 00 -
P.E.# 91476
'• ;' {��
■ BENJAMIN NIESE, PE
i O STATE OF
P.E.# 86025�LORIDp
10/23/2024
//SS10NAL
DATE
111111111
- mx
E PEQ_ ova==
- of -
=mEE
o N Ean a
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, FL 33637
+1 813.466.3310
www. fieldstoneae. com
O
O
Y
J
m
CV
Ln
Y
Z
F-
o
N
LU �t
Z
J
J
W
a
W
W
z
-
0 CL
~
00
C=7
}
0
co J
cf)
0
a }
2
WLU
~
F-
LU
O
F-
DRAWN BY: FAE
VERSION: 500
SHEET NAME
DETAILS -
FLOOR
SHEET #
S4.
3.1
LEGEND
8x8 FILLED CELL W/ (1) - #5 REBAR
- - - - -
BEAMS
i
8x8 FILLED CELL W/ (1) - #7 REBAR
-'"s$s=
-------
HEADER- WIDTH TO MATCH WALL
GIRDERS
n,
8x8 FILLED CELL W' NO REBAR REQD
.. -- _. __-
PLUMBING WALLS (FOR REFERENCE)
BEARING/SHEAR WALLS (FOR REFERENCE)
�
U
45CMU -FILL CELLS W/ #5 REBAR
'
ROOF BLOCKING
12x12 FILLED CELL W' #4 REBAR
(IN WALL)
BALLOON FRAMED
12x12 FILLED CELL W/ #4 REBAR
WALLS/HIGHER BEARING WALLS
(IN COLUMN)
CONCRETE TIE BEAMS
ELEV
ELEVATION INDICATOR
®
PLUMBING PENETRATION FOR
FRAMING LAYOUT
_
DETAIL INDICATOR
j,,R SIZE ,
LINTEL OR WOOD HIDE DESIGNATION
OPEN SIZE
(ALL WOOD HDR'S TO BE (2) PLY U.N.O.)
(X) -
BRACED WALL LINE
ABBREVIATIONS:
AB
ANCHOR BOLT
EA
EACH
INT
INTERIOR
AFF
ABOVE FINISHED FLOOR
ELEV
ELEVATION
JET
JOIST
ALT
ALTERNATE
EMBED
EMBEDMENT
MAX
MAXIMUM
APPROX
APPROXIMATE
EN
EDGE NAILING
MFR
MANUFACTURER
ARCH
ARCHITECT/ARCHITECTURAL
EQ
EQUAL
MIN
MINIMUM
ATR
ALL THREADED ROD
ES
EACH SIDE
MISG
MISCELLANEOUS
BLK
BLOCK
EW
EACH WAY
MO
MASONRY OPENING
BLKG
BLOCKING
EXP
EXPANSION
NOM
NOMINAL
BOF
BOTTOM OF FOOTING
PACT
EXTERIOR
NTS
NOT TO SCALE
ROT
BOTTOM
FD
FLOOR DRAIN
OC
ON CENTER
BRG
BEARING
FDN
FOUNDATION
DENG
OPENING
BTWN
BETWEEN
FIN
FINISH
OPP
OPPOSITE
CANT
CANTILEVER
FIR
FLOOR
PEN
PLYWOOD EDGE NAILING
CL
CENTERLINE
FIN
FIELD NAILING
PLYWD
PLYWOOD
CIP
CAST IN PLACE
FT
FOOT / FEET
REINF
REINFORCING/REINFORCEMENT
CJ
CONTROLJOINT
GALV
GALVANIZED
READ
REQUIRED
CLR
CLEAR
GDR
GIRDER
RO
ROUGH OPENING
CMU
CONCRETE MASONRY UNIT
END
GRADE
Sc
STUD COLUMN
COL
COLUMN
GWB
GYPSUM WALL BOARD
SHTG
SHEATHING
GONG
CONCRETE
GYP
GYPSUM
Sim
SIMILAR
CONT
CONTINUOUS
HD
HOLD DOWN
SP
SOUTHERN PINE #2 OR BETTER
DBL
DOUBLE
HDR
HEADER
SPF
SPRUCE FIR FIR #1/#2 OR BETTER
DIA
DIAMETER
ILO
IN LIEU OF
TYP
TYPICAL
DWG
DRAWING
I IN
INCH
JUNO
UNLESS NOTED OTHERWISE
140 WINDSPEED CHARTS
2023 FL - C & C Pressures
Gable Rmf contpom Ms
Hip gopf Components
Wag components
Etfealve Wind Area
Zone 1
Zone 2
Zone 3
Zone 1
Zone 2
Zone 3
Zone 4
Znne 5
A>!DO SOFT (Gird-)
13.4
-27.4
13.4
-33.13
13.4
-37.8
13.4
-235
EIA
-283
23.4
-25.3
24.E
-26.4
24.E
-29.4
A, 50 SOFT 1Windews)
74.8
-31.2
14.8
-42.5
14.3
-49.4
14.4
-27.8
14.4
-35.5
24.4
-35.5
25.2
-27.6
25.2
-31.9
A 110 SQFT jfas.en-j
1&7
-40 2
18.7
1 -64.1
1 18
1 76.1
21.2
-37.8
21.2
1 52.2
1 21.1
-52.2
28.3
-30.6
29.3
-37.8
Components and Cladding Pressums.(ASD)- 2023 FL
DESIGN PRESSURS SHOMN ARE MINIMUM AL CWABLE
VALIES dA IES RE 0 BE NCR AY AS
Pos'trve Negative
Height Effective Pressure Pressure
Description Zone Width (ft) (ft) Area (ft2) (psf) (psf)
16070OHGD
-
16
7
112
23.6
-263
306S w/3010
TR
4
3
8
24.0
26.7
-29.1
3080 DOOR
END
3
8
24.0
26.7
-34.8
25SH
4
3
5.25
15.8
27.5
-29.9
6068 SGD
4
6
6.67
40.0
25.8
-28-2
2968 DOOR
4
2-67
6.67
17s
273
-29.6
30505H
4
3
5
15.0
27.6
-30.0
3050SH
ENDS
3
5
15.0
27.6
-36.5
20405H
4
2
4
8.0
28.3
-30.6
6068 DOOR
4
6
6.67
40.
2
-28.2
V234 SH
4
2.33
4.25
9.9E
28.35.8
-30.6
2040 FIXED
4
2
4
8.0
28.3
-30.6
305DSH(2)
4
6
5
30.0
26.4
-28s
FASTENERS
ALLOWABLE LOADS
CONNECTOR
QTY
TYPE
GRAVITY
ptrs) c 1-0
uvHFr Utrs) 1.6
LATERAL
nbsa .� 1.6
META16
8
0.148 xi-1S 2"
--
1450
F1:340
F2 770
HETA16
9
0.148'xl-1/2"
-
1810
F1. 340
F2: 770
(2) META16
a I-PlY
10
0.148"x1-112"
--
1875
F1:680
12: 770
(2) METASE
TO 2- or 3- ol
74
0.152"x3-1l2"
--
1795
F1: 1285
F2. I080
12) HETA16
1-My
i0
0.148"x1-112"
--
1920
Fl : 690
F2 770
12) HETA/6
2 or 3- 1
12
0162"x3-li2"
--
2365
F1 . 1350
F2: 1430
HSTM16
8
0248k1-112"
--
1110
PL 120
F2. 90
4
iJ4"xl-3/4'CON C'CREW
LGU N128-2
6
3 8 x4 TITEN HD
8250
2435
6
Va"x 21%2"SDSSCREW
MSTC28
36
0148" x 31'4"
3460
MTS12
14
0.148'xl-1/2'
990
2 MTS12
28
0.148"x1-12"
I980
MTS16
14
0148"xi-1/2"
990
HU210-2
18
1/4'.x 23/4"CONC SCREW
350E
1800
--
-
10
0148"x 3`
HT516
32
0 148'xi l/2"
2,890
'2 HTS26
16
0._48"xl-1/2-
1310
hTS20
24
0.148"x1-1l2"
131E
LSTA12
E0
T148"x2-1S2"
925
--
LSTA18
14
C.148"x2-1/2"
7235
LSTA30
22
0.148'x2-1./2"
164E
MSTA24
18
0.148" X 21"
1640
--
(2)MSTA24
36
0. 143'x 21/212"
3,230
MSTA36
26
0. 148" X 2 1 2-
-
2,050
--
j2)MSTA36
52
TI48"X 21/2"
4,100
MSTA30
22
0148"x2-1/2"
20SU
MSTC28
36
O. 148" x 3 I `4'
3,46E
MSTCS2
62
0.148"x3-1/4"
473S
MSTAM24
9
OA48"X 3"
__
1,425
-
-
1 114' X 2 1/4-
MSTAM36
13
0.148"X 3"
-
1,870
--
8
114" X 2 1/4"
(2) MSTAM36
26
0148' X 3"
374E
--
iG
1 4" X 2 ' 4"
MSTCM40
10
1/4"x2-1/4" CONC SCREW
--
28M
14
0.148"x3-114"
MGT
22
0.148N3"
_
3965
f1_77S
F2:5 -
S'8"ATR
HGT-3
16
0. 148"x3"
..
10,790
--
2
1 3/4-ATR
VGTR or L
i
5 8"ATR
_
222S
F1 : 650
F2: 630
16
1/4"x3" SDS
VGTR/L
2
5 8`ATR
_
SS45
F1:EST
F2: 630
32
1/4"1,3" SDS
VGT
1
ATR
_
4940
F-:'.185
F2. 590
16
1/4"x3"SDS
(2)VGT
2
S/8"ATR
7185-2pIV 8890-
3
F1: IAS
F2: 590
32
1 4'N3" SDS
DTT2Z
I
3
1/2"ATR
14"x3"SDS
1825-2x4 Lim
21,1 min
-
HTT4
1
5/8"ATR
-_
3610
i8
0 148'x3-1/2'
HTT5
I
5/8"ATR
467E
._
26
0.148 x3"
HTT5KT
i
5/8"ATR
._
5445
_-
26
SID r10x2-1/2"
ABU44Z
1
S/8' ATR
7570
1900
--
12
0. 162"x3 1/2'
ABU66Z
I
Sf8" ATR
18205
247S
--
12
0.162"x3-1j2"
H25A
30
0.131"x2-1/2"
__
555
Fi: 110
2: 110
H10A
18
0.148'xl-1/2`
--
1340
F1: SGS
F2 285
HI0A-2
18
0.148"x1-1/2"
FI : PRO
F2. 260
HUCA8
14
114'k2-3/4"CONC SCREW
350E
1135
-
6
0.14SN3"
H11C414
24
114N2-3/4"CONIC SCREW
S08S
20,
-
12
0.148"x3"
LUS26
4
0.148"x3"
86S
1265
SPH4
12
O.P48"x1-112"
__
SIP, 640
Canter 1280
--
DTC ALP,
4
3116"x2-3/4"CONC SCREW
-
Fi: 85
F2: 135
2
0, 131'x2-1/2'
A35
1'
0.131"xl-1/2"
_
_
11650
11 670'
SDWC15600
SDWC1S600
-
6i5
F1-130
F2 . 225
SDWCIS4SO
1
5DWC15450
295
F2: 150
HTU26
20
0. 262"x31,7'
320E
125E
--
14
0.148"x3"
LGU3.63-SDS
16
1/4" X 2 1/2"
6,72E
5.555
-
12
114" x 2 i/z"
HDU3-SD52.5
1
7/9" ATR
--
7,87E
--
20
1/4"X 2152"505
ATR
17530
1/4"X 21/2" SDS
rT..2'
20
0.262" x 3"
294E
324E20
0143"x1/2"28
0.148" x 3"
4310
41160
--
16
0.148" x 3"
PRECAST LINTEL GRAVITY LOAD TABLE 4,21
LOADS LISTED HAVE BEEN CALCULATED OR COMPILED FROM APPROVED MAN UFACPJRERS:
CAST CRETE, LO TTS CONCRETE, QUA_TY PRECAST CO.
MAXIMUM LOAD (PLF)
APPROX.
LINTEL LENGTH
NWX.CLEAR
OPENING
TYP£A
8"L`NTEL
8"TY ES
8-"T:YPEG,
1Z'TY EB
.2"TYpE,fi
l4 TYPEB
ld 3#!E'C
16 TYPES
'";TYPf
20'TYPP8
2U"TXPEC
24'TYPEB
24"iYPEG''?8"FYPEC
28 TYPE
32'TYPE B
32"7`lPE C,
2'10"
1'6"
2231
3069
3719
3280
5163
660
8054
9502
100DO
3{I69
4605
5205
6113 .`
7547
�74
10000 "
10"
3' 6"
2' 2"
2231
3069
3719
323D
5163
6607
8054
9502
100D0
�x3069
,=a
� d6t15
..
S2ti6
,..
b173 ;
:
754$,� '
..x
'$?7d V
-1000D `1.
'10CA0
4'0"
2'8"
783
2561
2751
3280
3820
4890
5961
7034
819,
7547 :...
, � $974
, � 70000 . ;
-100
4`0
3' 2'
1343
1969
2110
2992
2931
3756
4576
5400
6224
52
.`6113
7019 s.
.&4,2 '
d. 1000E
:r. 100BEY
4` 1'
3'4`
1217
1438
1716
1999
2560
3132
3696
4249
" _1341
3090' ;
'd56S
r5365)
4766
5817
7074
82f81
5'4'
4'1"
7006
1349
1438
1716
1999
2560
3132
3686
4649
.•`'`344
`<"'3D9ii,,.5365;'T"
,_
4"!66':'
` 7o7a T
'8203 '-
51T
4' 6'
8bD
Iles
1173
160p
1631
%09C
2549
3009
3470
:"k705 . ,'
..;` 26c2 :`
, 4242
`;:1360: x,
3942;
x'�#689
;I..58k7 . ;
. s .61k
616
S 2
730
1232
2177
3738
3480
3031
3707
4383
506'
.:4232
..:; 217f r<
27311
_ 3480:-:
538k
8360
77Sb26'-;.
'.. 7590, .
7' 6"
6 2"
570
991
1729
2T08
2632
2205
2698
3191
3685
931
"" 17i.9 i
'2108
', ' 2632 : ,
3a4�
"i 561
^: 4742 , `
': 556k
111.
701,
488
699
116E
516
1626
2564
3486
2318
3302
'.2964.•'
9'4"
3,01
416
699
1160
N/A
1625
2564
?Ass
2318
3362
2.,. A:
.,., ;.1843::}•,:,
2464
a:3gg6
,<i ..2964: '.
.31w
ll7' 6'
g 2^
354
S35
890
N/A
1247
2D93
2777
2163
2536
`". " 105'}v
hifA_
- k533` "
2 3 ?:
X81
21' 4"
SC 0"
315
567
890
NSA
1366
1846
2423
3127
4006
7`567
.'7
3k2m
12'C'
tar 8'
B2
525
873
N/A
1254
1694
2133
2305
3552
.525.23,5
- 2"
277
471
755
N/A
IU75
1429
1838
2316
2883
sc
1075`=
1428 ,.-
7838
:
231fi
.
i3'4'
11,01
255
471
755
N/A
1075
1428
3833
2316
2535
71
75$J
A"
3075 "
1428= :
k838
2316 .:
28ffi` .
34' C'
171`
.39
424
70
N/A
1002
1326
697
2127
2279
41&
Z4'8'
l3'4"
N/A
N/A
NSA
N/A
N/A
N/A
N/A
N/A
N/A
,' i A
783'
'A171ti
}23a`.:i
142r -
1779'
2188`.
-..-26R` .
1514
14'0"
N/A
N/A
NSA
N/A
N/A
SPA
NSA
N/A
N/A
"`:tk/A ,-
71{k*t
.IfijA
"� 3160`,
13A 1
��660*
re_ 20329,`•
3:245j53'...
17'4"
16 a"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
14'4'
it 0"
NIA
N/A
N/A
NSA
N/A
N/A
N/A
N/A
NSA
20'0"
188"
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
,t+ijA
346*
21JA
598' `
845'
1k14
134:* .
14W-
I''d'
22'8"
N/A
N/A
NIA
N/A
N/A
NJA
N/A
N/A
NIA
:,.25&;' ``
-41A
,iF50r`",,
b5pt •:
*'880 :'
:,-, 1090T:r
,
'PRESTRESSED "8" W/2" RECESS LIL NTELS
Type A= Unfiled no Rebar; Type B=Con", ..L,Grant,Steel per Plan in Bond Beam Only; Type C= Connoous GroutSteel per plan in Bond
Beam & L-PI
F-
Michigan
3400 Auburn Rd
Suite 200
Auburn Hills, MI 48326
+1 248.622.4035
Florida
12906 Tampa Oaks Blvd.
Suite 150
Tampa, Ft- 33637
+ 1 813.466.3310
www.fieldstoneae.com
z
H O N
O W't
J z
> g�
ti W Q
z
J) 0<
} Ui
U' co J
U)
� 7 r }
LU o D
H c� W
~ M N
O
O2O Fieldstone\�11111111///�, I
,pMIN L
C.O.A.# ARCHITECURE: : - �•- i DRAWN BY: FAE
AA26002802 -�W
C.O.E.# ENGINEERING: _ No. _ VERSION: 5.0
20 �BRAHEM ELAYEB, PE - * * * - SHEET NAME
REFERENCE
P.E.# 91476 CHARTS
■ BENJAMIN NIESE, PE 0 '. STATE OF 4V -
Z* j
P.E.# 86025 /�� F4ORIDp ' GN' SHEET #
10/23/2024 ,�s/S"ONA,I. �'? �S5.1
DATE /1111111