HomeMy WebLinkAbout8152 Wheat Stone Dr)ocuSign Envelope ID: E0E90B63-803A-4F90-B6-, n3s
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A110
A200
A400
A500
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A502
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STRUCTURAL
SHEET NO. (SHEET NAME
ST-1 STRUCTURAL SPECIFICATIONS
----- -------- . _. _._ ... -
ST-2 FOUNDATION PLAN
ST-2.D !FOUNDATION DETAILS
ST-3 1st LEVEL STRUCTURAL PLAN
ST-3A 1st LEVEL ROOF FRAMING PLAN
f-YPI ST-5 C.AL WALL SECTIONS
-_ - -
ST-6 I SECTIONS AND DETAILS
ELECTRICAL
SHEET F_ : SHEET NAME
E100 ;1st LEVEL ELECTRICAL PLAN -- —
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Footer—,
Re -Bar (sized _
according to r°
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fo plan)
) �
w CU bare wl 10' stubbed
#4 a a9
outside of slab at service p6
location. Connect to footer steel
w/ (2) ground clamps 5' apart
'v a
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P.
UFER GROUND DETAIL
N.T.S.
_:ISER DIAGRAM
s RHEAD
,
-- 150 = #1 Copper or 2/ 0 Aluminum
150 OR 200
200 = 2 /0 Copper or 4 /0 Aluminum in 2"
Conduit. ;_- A/C DISCONNECT
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f/ I
.MAIN I
I �-_..........
u}Isc
150 OR 1{ #12 COPPER TO APPLIANCES AND GFI
-... ...-
C� AMP TYPICAL
ELECTRICAL 'L._- #14 COPPER TO LIGHTS AND OUTLETS
PANEL #10 COPPER TO WATER HEATER
IUNDGND ,__-- #8 COPPER TO RANGE
S ERV. BY
POWER CO. #6 COPPER TO HVAC
....
#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER:
A) APPROVED GROUNDING ROD WITH MINIMUM & DEPTH
B) BONDED TO CONTINUOUS FOOTING STEEL
INTERSYSTEM BONDING TERMINATION PER NEC 250.94
GENERAL ELECTRICAL NOTES
I
ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT
COIVIFLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE
• PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V
OUTLETS BRANCH .ANCH CIRCUITS SUPPLYING REQUIRE
AFC) PROTECTION
• CARBON MONOXIDE PROTECTION PER FLORIDA
STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10'
OF EVERY SLEEPING ROOM
• ALL OUTLETS SHOULD BE AFC1 PER NEC - U.N.O.
PER NEC SECTION 21E0.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED OUTDOORS MUST BE
:FCI PROTECTED
PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN
G '_
NON-DW�.Lt.ING OCCUPANCIES-i.e.
. OUTDOOR
SUMMER KITCHENS RECEPTACLES) MUST BE
GFCI-PROTECTED
• PER NEC SECTION 406.8(B)(1) 15A & 20A
RE.CEPTA ;LES IN A 1,VET LOCATION MUST BE WITHIN
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
RECEPTACLES SMALL BE LISTED AS WEATHER
IC
RESwTANT
® PER NEC SECTION 406.1i IN DWELLING UNITS, ALL
15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
TAMPER -RESISTANT
PER NEC SECTION 800.156 NO LESS THAN ONE
COMMUNICATION OUTLET SHALL BE INSTALLED
WITHIN EACH DWELLING UNIT
PER NEC SECTION R314.3 AND R315.1 SMOKE
DETECTORS TO BE INSTALLED INSIDE EACH
SLEEPING AREA
• ALL SMOKE ALARMS SHALL BE LISTED AND LABELED
IN ACCORDANCE WITH UL 217. PER FBC 314.1. GC TO
INSTALL, KIDDE MODEL # 14618A SMOKE ALARM. OR
iERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE I APPROVED EQUAL
THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY
II
---_----_ _- _- -__ . --- -_-_J • PROVIDE GAS DROPS AS PER COMMUNITY ONLY
,!UNCTION BOX AT WATER HEATER, RANGE AND/OR
DRYER TO BE 220V IN NON GAS COMMUNITIES, AND
110V IN COMMUNITIES THAT HAVE GAS OPTIONS
PROVIDE APPROPRIATE RECEPTACLE PER
APPLIANCE
I
ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY
WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS
EXCLUDED).
• PER FBC-R M1305.1 A LEVEL WORKING SPACE NOT
LESS THAN 30" DEEP AND 30"'WIDE SHALL BE
PROVIDED IN FRONT OF THE CONTROL SIDE OF ANY
APPLIANCE
r
ABV
ABOVE
AC
AIR CONDITIONER
AFF
ABOVE FINISHED FLOOR
AHU
AIR HANDLER UNIT
BILK
BLOCK
CABS
CABINETS
CLG
CEILING
CHR
CHAIR RAIL
COFF
COFFERED
COL
COLUMN
COND
CONDENSER
CRN
CROWN MOULDING
CVAC
CENTRAL VACUUM SYSTEM
DBL
DOUBLE
DIAL
DIAGONAL
DR
DOOR
DRY
DRYER
DW
DISHWASHER
EB
EYEBROW
FL
FLOOR LINE (MAT. CHANGE)
FLR
FLOOR
FP
FIREPLACE
FXD
FIXED
FXT
FIXTURE
GLS
GLASS
HB
HOSE BIB
KS
KNEE SPACE
LAV
LAVATORY
LT
LAUNDRY TUB
MRBL
MARBLE
MC
MEDICINE CABINET
MIR
MIRROR
MTL
METAL
OH
OVERHEAD
OPNG
OPENING
OPT
OPTIONAL
R & S
CLOTHES ROD and SHELF
REF
REFRIGERATOR
SD
SOAP DISH
SDLTS
SIDE LIGHTS
SGD
SLIDING GLASS DOOR
SH (2)
SHELVES (QUANTITY)
SHWR
SHOWER
TB
TOWEL BAR
TPH
TOILET PAPER HOLDER
T&S
TUB and SHOWER
TEMP
TEMPERED
TR
TRANSOM
VOL
VOLUME
WC
WATER CLOSET
WD
WOOD
WH
WATER HEATER
WNCT
WAINSCOT
WS
WATER SOFTENER
WASH
WASHER
__.... . ........ . ......_.
ROOF NOTES
ELEEV :` 0
GENERAL NOTES
• N R WRITTEN
INSTALL ROOF VENTING PER 1F
INSTRUCTIONS PER FBC R806tt
ALL CONSTRUCTION SHALL MEET THE LATEST
f r _ r JE } �' I::
EDITION OF CODES ADOPTED BY THE LOCAL
• ALL OVERHANG DIMENSIONS ARE TO EDGE_ OF
` I' SH
` y Fr ' -f-
GOVERINING ,=kGENCIES
RAFTER. REFERENCE WALL SECTIONS%DETAILS
" "`"'"` n'
FOR ALL OVERHANGS NOT DIMENSIONED.
= ,,' L �? iQ2.` OI �t IN ROM A PRIVATE
4 t`,
-
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vlt ' r N )s IP 7°
'AGE r^ RE P�'>�nr+#TTcD .-I'E Ll' INTO SLEEPING
• ALL UNDERLAYMENT MUST BE INSTALLED IN
,t
7,;, �:y+a+ -,
�,S. AL ;_ 13PL �. G."'3 HAVE ;OLiD'WOOD,
COMPLIANCE WITH FBC R501.1 1
it"J' 3ULAI ED ST EEI OR 20 MIN. FIRE RATED DOORS
N""I' LES;; �4•{;zlti! ? I IC ; : c THICKNESS, KNE��S, I t UIPPED
• EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT
;f.:._
J` t �� LL L ^-1CTS'"z TFIE
OUT IN ROOF SHEATHING PER MFR IvIVRITTEN
7E e Rr T �1 I HE �J�+.LL OR CEILI3�CD
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INSTRUCTIONS
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PAR A31N<, I HE GARAGE AND DWELLING SHALL BE
)NST RI � Of [AIIN. 26 G.A. SHEET METAL, 1 INCH
1,0 M f r- R DU hT BOARD, OR
"17rERIAL AND SHALL HAVE NO i
ARAGE
-_F, 6C t/'.r3i E -t 02 6 GARAGE SHALL BE
; SATED FROM RESIDENCE AND ITS ATTIC W/ �
G P BOARD ATTACHED I N ACCORDANCE
h.,y
' !I TABLE H B'ITAGLc ROOMS SHALL BE
" E
`31EPARA T EiD FR fM ROOM r4 BOVE W/ MIN 5/8" TYPE
GYP BOARD. `I.fHERE THE SEPARATION IS A
•
?.<
- ` .
, ._:-OR '-C E1LI'' G ,,Q, EMBLY ANY STRUCTURE
,._1PPr? ; <� T= A.S�:Iiv'IPLY SHALL BE PROTECTED
ROOF VENT CALCULATION
=
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P- F: F6C R302.12 1NI CCONIBUS T IBLE CONSTRUCTION
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/t"IERE: THERE IS USEABLE SPACE BOTH ABOVE
FORMULA:
ND BEL04 THE CONCEALED SPACE OF A
1 ;,•..,;I ..
F:_OOF';C ILi I!D ASSEftJ1BL'Y; DRAFT STOPS SHALL BE
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
INSTALLED SO Tt=',? THE. AREA OF THE CONCEALED
OF CEILING
F i'.
;a PACE DOES NOT EXCEED 1,000 SQUARE FEET.
"144 SQ. IN. = 1 SQ. FT.
a
CRAFT STOPPING SHALL DIVIDE THE CONCEALED
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
` -, .- %DPP rt
�t L INIT RUXI,JII :"EL AS AND
BLDG. (SQ. IN.) 1300 = SO. IN. OF VENT REQUIRED
, ..
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:s'' S AI ;_.ED PER . 13"' R3012. 32 & R302.12.1
SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50U, ,
' I
AT LOW.
_ , t t D ,
E sBO R-312.1 PORCHES. BALCONIES OR RAISED
PER FBC SECTION R806.2: 40% MIN. BUT NO'1 P4"ORI
--i.00R SURFACES LOCATED MORE THAN 30" ABOVE
THAN 50% OF VENTILATION MUST BE PROVIDE D BY
T'I -
i='`yISHED FLOOR r.: R GRADE SHALL HAVE GUARDS
VENTILATORS LOCATED NO MORE THAN 3'-0" BEL.OV',,"
Nf' i t E`'SS THAN 36' IN HEIGHT. PER FBC R-312.1.2
THE RIDGE OR HIGHEST POINT OF THE SPACE
r@
f' Nt II -DES r.-:i= SRS TH'I i^ TOTAL RISE OF
-
'Ni I ,._�,r € OOR OR GRADE
BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE;
: , ?aCT LESS'TH/'.i 34" IN HEIGHT
si
_ \ ,< v `
,`�tt;RED L/r� 6Ca`.LY FROM THE NOSING OF THE
(a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN
PER LINEAL FT
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.
{'
r. r r f
6 n 312. 1.3 Rct ?till , .D vUr R D S ON OPEN
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED
h:
= - f
W/ 9.19 SQ IN (NFVA) PER LINEAL FT
E
s'DES OF SIAi,R'�PJAYS, RAISED FLOOR AREAS,
>; L.,,G`' ES r;ND PORCHES SHALL HAVE
CALCULATED LINEAL FOOT OF SOFFIT VENT SHALLd1E
DIATE RAILS OR ORNAMENTAL CLOSURES
NOT INCLUDE NON -VENTED FIRE RATED SOFFIT
n` �''
- -
:,`'+ ,;C I DO NO = ALLOW PASSAGE OF A SPHERE 4"
LOCATED LESS THAN 5' FROM PROPERTY LINE
�
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?`m 3AMETER
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E
4
PER FBC P,-308.4.5 GLAZING IN WALLS; ENCLOSURES
OR FENCES CONTAINING OR FACING HOT TUBS,
:z'/=S, `AIHIRLPOO' S. SAUNAS, STEAM ROOMS,
_
�iAl" TTUBS SF,C' EF,S AND INDOOR OR OUTDOOR
.S ` 6vMiNt7 PGOt_S `01HERE THE BOTTOM EXPOSED
EDGE OF THE GLAZING IS LESS THAN 60 INCHES
rll r,Sf IRED VERTICALLY ABOVE ANY STANDING OR
r;
v"v i:ilvG IJR =A L. SHALL BE CONSIDERED A
_
e
PR1RDOi15 L ? :ATiC)N. G.C. TO VERIFY IF
--- — -- -- - -- ---- - - - - -
_
11hn"1ildEl . Srs.E! -S ANY OF THESE ITEMS
Pf.
I 133 EC IF NY C6F TI IE E ITEMS LISTED IS
,F.
i!'a'w Tf L LL CSI..fC`H GL A'INC`; FACING T HOSE ITEMS IS
J LIP -'F,.`,APEtRED
rB R 12.2. F'R0VIL vIIN DOVd (=ALL.
PROTECTION IN ACCORDANCE WITH R312-2.1 AND
2
OPT. . PER COMMUNITY VERIFY WITH 8LDR
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C.I MASONRY CONTROL JOINT
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LOCATION
-
A:Ls. FINISHES, M,/l 'i-I: RAALS, HOUSEWRAP, WINDOW
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AND )DOOR FLASHING, SHiNG, TAPING AND SEALANTS TO BE
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ISTA' t-E:D PER Bt);Lt!ER PROVIDED
SPI_�CIF'I CATIONS OR NIFR l"'RITTEN INSTRUCTIONS
•
Al-L FINISH DETAILS & TYPICAL PLAN NOTES
,PROVIDED 13Y BUILDER IN ACCORDANCE WITH
-TYPICAL BUILDER SPECIFICATIONS
r\EFER TO `'=. F,-1U ,'` ,_;R ..L ENGINEERING DRAWINGS
.-:..,iR ALL EXTERIOR<<, 04ALL STUD SPECIES, SIZES AND
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70'-0"
5'- 10 1/2" 5'-3 1/2" 2--8"
3010 FX TEMP
8'- 0" H.H.
3052 SH TEMP EGRE
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3052 SH TEMP EGRESS
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VERIFY AC COND
LOCATION
W/ SITE PLAN
2 V-6"
-- - - ------ ---
GARAGE
9' 9 -4" CLG
5'-0" 1 V-2" 1 2'-4 1/2" 6-3 1/2" 10"! 2'-4"
--- -- -------- --- - - ----- -- ------------------ ----
21'-2" - --------------- -
59'-10"
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10,3 42" 1 Ln
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APEX
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)ocuSign Envelope ID: EOE9OB63-803A-4F90-B6A0-E366EE11AB37
P
, A N E L:
)iE L
A
I
RATING:
SERVICE:
200A MLO
120,'240V, 10-3W
MEIN AIC RATING:
MOUNTING:
22,000 A
SURFACE
DESCRIPTION
LOAD
TYPE
!POLES
BIRK
CIRCUIT
NO.
PHASE
CIRCUIT
NO.
1
BIRK
POLES
LOAD
TYPE
DESCRIPTION
WATEHEAT EIR
R
2
1
3
A
B
2
4
20
1
t
APPLIANCE GFI
. ......
APPLIANCE GFI_
20
1
SYS. 1 CONDENSING UNIT
M
2
30
5
7
A
6
6
8
20
20
1
1
_R__
L,R
L,R
GREAT ROOM
DINING
SYS� 1AHU
lit
2
20
9
A
10
20
1
L.R
BED 2
11
B
12
20
1
L,R
BED
----------- ------- -- -
DRYER
— - -----
F
-----------
- -
2
30
13
A
14
20
1
L,R
BED4
15
B
16
20
1
L,R
OWNERS
OVEWRANGE
F
2
40
17
A
18
20
1
L,R
GARAGE/EXTERIOR
19
B
20
20
1
1
SPARE
REFRIGERATOR
F
1
20
21
A
22
20
1
SPARE
GAR-', __R
F
1
20
23
I B
24
20
1
SPARE
D:
F
1
20
25
A
26
20
1
SPARE
F
I i
20
27
B
28
20
1
SPARE
LA','-:,NDRY
R
1
20
29
A
30
20
1
1
SPARE
ELECTRICAL LOAD CALCIL1LATIONS
CONNECTED DEIM A ND
FINAL LOAD
LOAD DESCRIPTION
LOAD (VA) FACTOR
f VA)
GENERAL LIGHTING (2,'vAfFT2)
-
SMALL APPLIANCE
SMALL APPLIANCE
5"'!
LAUNDRY CIRCUIT
DISHWASHER
6.0
WASTE DISPOSAL
1,00
WATER HEATER
OVEN/RANGE
- - ------ ----- -- ---- --- ---
14 - )()I,,
MICROWAVE/HOOD
GARAGE DOOR OPENER
DRYER
GENERAL LOAD
GENERAL LOAD
HEATING/AC -(2.5 TONS + 3 kW)
- -..
TOTALS
1201240VSERVICEIFEEDER LOAD (A)
q
MAIN BREAKER (A)
... .. . . ......
VERIFY AC COND
LOCATION
W1 SITE PLAN
WP GFI
81
ELEC PANEL.
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AN
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ATTIC
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AFI
WP GFI
AFI
.. ...... .. ......
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PL Ak INA'
1/4'- 1 -C' WHEN PRINTED ON 22"x34"
ELEE'C'TRICAL L&G31END
POLE S,,C',H1I S'N Jc-A;I7DOOR BELL BUTTON
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13-"AA SWITCH
GARAGE DOOR
BUTTON
GARAGE DOOR
S.VVITCH
;OPENER
T L.T 01 T!
E GFCI DUPLEX OUTLET
CF:
PCEILING OUTLET
EA OUTLET UL
DUPLEX OU'T" E_ F I FLOOR OUTLET
.3 JUNCTION BOX
MONOXiDE CARBON MONOXIDE &
SMOKE DETECTOR
OTLET i NETWORK OUTLET
E R"' i E PANEL I PL TELEPHONE OUTLET
'E /I E M iFTER oil GARBAGE DISPOSAL
MOUNT LIGHT SINGLE SCONCE
FLOOD LIGHT DOUBLE SCONCE
'-:-\"P LIGHT' STAIR LIGHT
S T' A -IF"N&LIGHT
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DocuSign Envelope ID: EOE901363-803A-41`90-B 3AC-E _- � :=i ' -
DESIGN C ITE_ Eft s`{ LOAE.E;
ALE 2: WOOD STRUCTURAL PANEL SHEATHN(:REQUIREMENTS
F. d
TABLE .- METAL CONNECTOR SCHEDULE
NOTES 2, 3, 4
Budding Code
Florida Building and Resideru€:, + . i'
Code for Design Loads
ANSI/ASCE 7
ROOF LOADING ...... _
.
TOP CHORD LIVE LOAD..
TOP CHORD DEAD LOAD
P S F. "sI_f
BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE
120 PSI
ATTICS WITHOUT STORAGE
10 psI
NON : 'N:
BOTTOM CHORD DEAD LOAD_
`-'SF
WIND LOADING ...... ._ .....
>,'
ASCE 7-10, 3S GUST ..... _
y mp,
BASIC WIND SPEED
EXPOSURE CATEGORY..
BUILDING CATEGORY.....
ENCLOSURE CLASSIFICATION
4,(,, .
INTERNAL PRESSURE COEFF
C&C DESIGN PRESSURES.
I L i
FLOOR LOADING ..............
TOP CHORD LIVE LOAD .... _
I
TOP CHORD DEAD LOAD... _.
cf
BOTTOM CHORD LIVE LOAD..
3F
BOTTOM CHORD DEAD LOAD
t �F
SPECIAL FLOOR (GAME ROOIvt)_t.OADit` :',
, 1
TOP CHORD LIVE LOAD ....-
ui, ='�,+
TOP CHORD DEAD LOAD.....
BOTTOM CHORD LIVE LOAD
'.:F
BOTTOM G TT M CHORD AD LOAD
DDE O O
?-I . I
MAXIMUM F S SPACING;,., U LOOK TRUSS
- __ .. ..
DEFLECTION CRITERIA
.
ROOF TRUSSES......
1.
'
OPEN WEB FLOOR TRUSSES
WOOD I JOISTS ............
• ,. ,
BEAMS'._ .... _.....
---._ ... _.........._
NOTES:
1. PORCH BEAMS AND BEAMS
-; 1.
ABOVE SHALL NOT EXCEED,, E LI •,
`: 2 N
A 0 1
CLADDING DESIGN PRESSUP_F
WINDOWS AND DOORS
- -- -
EFFECTIVE ZONE Di ,NA
WIND AREA IZ - interior Zont > Z .
.
I 0 - 20 ft` +28 54 �.;
- -- .........._ _
21 - 50 ft2 +27 1
I 51-100ft2 +255't
101 - 200 ft2 +24 2.5 r-- (i
VINYL SOFFIT MAX PRESSURE (p<f -.
GARAGE DOOR PRESSURE .
END ZONE KEY MAP
END ZONE: END ZONES SHAI ' B1 Kf ^•I
AS THE 1ST 4.0' PER FIGURE > _.(
1 ST FLOOR
1
DIAMETER
LENGTH
ir -I
ii i 8d COMMON
11
0.131"
2-Y2"
ud RINGSHANK
0.113"
2-%"
I 1Od x 1-'/2"
0.148"
1-'/2"
10d
0.131"
3"
1 Od COMMON
0.148"
3'
12d COMMON
I-
0.148"
3-'/4'
_-_..---
_---
' 16d SINKER
0.148"
o-/<
bd COMMON
1'
-----'-------------
0.162"
:,
i /2
-_
j C3
-._-- -
--'-
STUCCO AND DIRECTLY
_- ---- ---__ _____.___ _ .._.____.._.._._ - .... --.,_._....---..._..---
MIN '/32" 32/16 SPAN RATED OSB OR PLYWOOD INSIAL.LED VERTICALLY OR ; %.," 24/16
0: �
ADHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON 6" O C AT PANEL EDGES 12' O.0 IN THE f
:^v
(NOTE 6)
FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
X < w
w=0
:n
��
z
-
ALL OTHER VENEER
r VERTICAL
r �� ONTAL
Tr A HORIZONTAL
/ :' / RATED OSB OR PLYWOOD INSTALLED it.�._C' JERTI L O Z
t�11Pd 24 16 SPAN t o D O C iF
a
(NOTE 8)
I+A// 8d COMMON: 6" O.0 EDGES AND FIELD (UNBLOCKELI FIORiZONTAL PANEL EDGES):
6" O.C. AT PANEL EDGES. 12" O.C. IN FIELD (BLOCKED H(;RIZONTAL PANEL EDGES)
----------'--..---...__ ..- ... .......... _._..- ------_...------.-.--.... _.....
--.._._.
1
_ _ _
TILE ROOF
-------.-.------- ----'- ---
MIN'%12" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
O
z -
(NOTE 7)
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O C. AT PANEL EDGES AND
8" O.C. IN THE FIELD
;j Q
SHINGLE AND METAL ROOF
MIN Zr" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
_ -
(NOTE 9)
t, r. r
PERPENDICULAR TO SUPPORT S JV. 8d RING SHANK NF,EL,� v" O.0 AT PANEL EDGES, 12"
I
O C. IN THE FIELD. I
FLOOR DECK SHEATHING:
23/32" T&G OSB OR PLYWOOD W' 10d COMMON: 6" O.0 'AT PANEL EDGES, 12" O.C. IN THE
(NOTE 5)
FIELD.
�€
T 1
R INSTALLED ALLED PERPENDICULAR _ BAR T+r, SUPPORTS W 8d
MIN OSB OR PLYWOOD O . CDX I S MN O
P,
;,-,h;,• CEILING BOARD SHEATHING:
I: t EXTERIOR
COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE �,Li.D OR I+,�fN /- t=X I s..RiQR GYPSUM
"H
CEILING BOARD. FASTEN w/ 5d x 1 /" COOLER NAIL OR NO � x 1 " LONG SCREWS @
4" O.C. EDGES, 8" O.C. FIELD -
lo,TES_
FOR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING); USE 10d RING SHANK NAILS IN LIEU OF 8d RING
SI-iANK NAILS. (O 148" x 3" LONG),
COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS
Z!F NALL SHEATHING IS AN ACCEPTABLE ALTER
NATE FOR APA RATED WOOD STRUC
TURALPANEL.
ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF. SPECIFICATIONS.
. FLOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP
REDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
32,16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW.. MIN
STRUCTURAL REQUIREMENTS ARE %r_." 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
'DS. EMr
I IC O APPLICATIONS. E
F ATI NS. INCLUDES FULL AND PARTIAL HEIGHT VENEER
� IONS.
NS SHOUL
D WARRANTY' PLYWOOD IS A WARRANTY LIMITATION COMMON T 'TI E MANUFACTURER'S MINIMUM RLCOM =NGAT
,5 „
I
E SUPPORT TILE ROOF.
A RATED OSB ORE UAL MAY BE USED TO U
HhD INSTALLATION REQUIREMENTS ALLOW, /32 AP Q
? WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
MINIMUM STRUCTURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF
MANUFACTURER'S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING T HE STRUCTURAL MINIMUM.
CCIN T RACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING; SPC"CIF!C�+I11"')NS.
TABLE 4: NAIL SIZE LEGEND TABLE � . AS ENERSINS� NO 1, 2: 3:4 PESO TREATED LUMBER
I PRESERVATIVE
L- - .---------- - - .._
FASTENER TYPE
�.-�------ ------.--=
i RCZA
STANDARD CARBON STEEL I
_ ._ -. _._...__.... __....
k -- _ _
; -..__--_....-. -_ _._...._----_-__.....-._.__J
€
I
STAINLESS CONNECTORS AND
SODIUM BORATE (NOTE 1)
FASTENERS REQUIRED.
I
;
;---------- -
CONNECTORS MUST HAVE
I
Z-MAX G120 OR TRIPLE ZINC 1
AL OTHER PT
L
I
FINISH I
1 ( INCLUDING ACQ & MCC)COATED
ALL FASTENERS MUST BE HOT
I
DIPPED GALVANIZED
N T O ES
INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES:
COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS +. SILL PLATES✓�J/ SODIUM C30RATE TREATMENTS BEARING ON
SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
F1667. NOMINAL DIAMETER SIZES APPLY TO FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
BEFORE APPLICATION OF PROTECTIVE COATING. TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
-; WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE
SHALL NOT EXCEED 75% OF THE NAIL OR SPIKE DIAMETER.
THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
CONCRETE AND FOUNDATION NOTES
. CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2.500 PSI AT 28 DAYS (UNO).
- ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS iUNO).
1. =.LL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
INSTALLED AT ALL REENTRANT CORNERS
11 FIBERMESH IS AN ACCEPTABLE ALTERNA, iV - AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE. )," TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0- 75 TO 1.6 POUNDS PER CUBIC YARD IN ACCORDANCE WITH T! IE MANUFACTURER'S
RECOMMENDATIONS, SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116 THE MANUFACTURER OP. SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING C.AP," , Y OF 2,000 psf IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE S 31LS.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DR`'L•ENSITY. iT iS rHE O'WNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OF SUBTERRANEAN TERMITES.
1-1 STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING C` NSTRUCT!ON CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS
10 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12_ HOURS OF CONCRETE PLACEMENT
CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN v `WF OR FIBERMESH ARE INCLUDED
WITH CONCRETE WORK.
11 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD-
1111
*1 ` A!►' •
1 ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
_ DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. PRIOR TO
FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET. TEMPORARY BRACING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION. SPACING, BEARING LOCATION AND
11 NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
11 THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICAi IONS AND SUBMITTHEM
HEM
UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
TRUSS UPLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN
OF THE UPLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS
4 FT MAY BE DISREGARDED.
I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
(TYP "'*' r , , , .. SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION ANC} INS"TALLATION. SEE DESIGN CRITERIA,
\ THIS SHEET.
_
USP &SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL I ALTERNATIVES AND MAY BE CONSIDERED INT , €R,,�,HANGEABLE
_.
I----' -----' --
----=-- --- --
--_-
_-- - . -
1 SIMPSON
SIMPSON FASTENERS
MITEK
USP FASTENERS
1
(8)%X 1 /2„ SIDS SCREWS
8) /< " x 1 rz WS1 5-GC
DTT2Z
IN STUD'/2" 0 X 4'/2."
WOOD SCREWS IN STUD
1 (NOTE 2)
EMBED EPDXY OR
D TB-TZ
'/z 0 x 4'/1 EMBED EPDXY
I
SCREW ANCHOR
OR SCREW ANCHOR
(18)0.162"x2'/i'IN
I
(18)0.162"x2'/2"IN
HTT4
STUD/BEAM/TRUSS
STUD/BEAM/TRUSS
(NOTE 2)
�8" O x 6" EMBED ANCHOR
HTT45
%" O x 6" EMBED ANCHOR
IN CONCRETE
I IN CONCRETE
(26)0.162"x2'/z"IN
I (26)0.162"x2 %VIN
HTT5
STUD/BEAM/TRUSS
�," O 6" EMBED ANCHOR
HTT45
1 STUD/BEAM/TRUSS
1�8" O 6" EMBED ANCHOR
(NOTE 2)
x
IN CONCRETE
x
IN CONCRETE
I
(20)%" x 3" SIDS SCREWS
(24 ) " W S
3 S IN STUD
HDQ8-SDS3
IN STUD GROUP
PHDB
-
n
I GROUP , O x 12" EMBED
e
�,_�� O x 12" EMBED
s
ANCHOR IN CONCRETE
I ANCHOR IN CONCRETE
€
(7) 10d x 1 '/V IN TRUSS
i (7) 10d x 1 %" IN TRUSS
META12
4" WET EMBED IN
HTA16-18
I 4" WET EMBED IN
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(8) 10d x 1 /z IN TRUSS
,
(9) „ 10d x 1 / IN TRUSS
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
.
GROUTED BLOCK WALL
GROUTED BLOCK WALL
ABU44
(12) 16d COMMON NAILS
PAU
(I 2) 16d COMMON NAILS
1
(NOTE 6)
48' O x 7" EMBED EPDXY
.4
+
§e' O x 7" EMBED EPDXY
12 16d COMMON NAILS
12 161 COMMON NAILS
ABU66
�8" O x 7" EMBED EPDXY
PA U66
48" O x 7" EMBED EPDXY
OTE 6
( .2 EMBED AT GARAGE
12" EMBED AT GARAGE
[�HU48.
DOOR RETURNS)
DOOR RETURNS)
.
(1 4.) 16d COMMON IN
HD48.
(14) 16d COMMON IN
HUC4
HEADER
HD481F,
HEADER
HUC48;
I HU 28-2,
(6) 10d COMMON IN BEAM
HD48-2,
H D28-2F
(6)10d COMMON IN BEAM
HU410,
_
(1 8) 16d COMMON IN
HD410,
(1 8) 16d COMMON IN
HUC410,
HEADER
HD4101F,
HEADER
HU210-21
(10) 10d COMMON IN
HD210-21
(1 0) 1Od COMMON IN
HUC210-2
BEAM
HD210-21F
I BEAM
(22) 16d COMMON IN �
___
(22) 16d COMMON IN
HUC212-2
HEADER
HD212-21F
HEADER
(4)'/4' x 1 '/2" SDS SCREW
I
1(4) Y4' x 1'/2" WS15 SCREWS
I
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
I H A10KT
€ G
4 r +�
(),< x 3" SIDS SCREWS
H Al
G 0
4 1< x 3" WS3 SCREWS
( )
IN TOP PLATE
IN TOP PLATE
(4) SDS Y4' x 1 '/2" SCREWS
(4) %` x 1 %" WS15 SCREWS
HGAM10KT
IN TRUSS/RAFTER
HGAM10KT
IN TRUSS/ RAFTER
(4) Y." x 1'/a" WEDGE BOLT
(4) V4' x 2'/4" TITEN SCREWS
I
IN MASONRY
OR EQUIVALENT IN
MASONRY
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1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAY BE SUBSTITUTED WITH EQUAL OR BETTER APPROVED AL TEr;N<., r E
3. REFER TO SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS.
4. IF CONNECTOR IS NOT LISTED ABOVE CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS. 2'/." LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQL-IIRF.S
/4" O x 2 3/," TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF 14" O x 1 %" TITENS ILO 16d.
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2 ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO F0071NG .
8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL_ SHEET.
9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
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3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x— NO 2 SYP PT.
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T FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A
8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION.
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