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SHEET NO. SHEET NAME SHEET NO. SHEET NAME SHEET NO. SHEET NAME �,
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FL BUILDING C '-DI r (' F�Gt CDNSEES J1 '
A000 ARCHITECTURAL GENERAL NOTES ST-1 STRUCTURAL_SPECIFICATIONS E100 1st LEVEL ELECTRICAL PLAN ¢ U
ST-2 FOUNDATION PLAN - -- - -- OCCUP.A4 -!^d i1 IC 1=' F 1 CC: i I - . ^I .` __ VB Q (n
A110 1st LEVEL FLOOR PLAN _ _ _ (n
A200 ELEVATIONS ST-2.D ^FOUNDATION DETAILS _— WIND ZONE SEE S -'.
A400 WALL SECTIONS ST-3 1st LEVEL STRUCTURAL PLAN (r1 Z
A500 DETAILS ST-3A 1st LEVEL ROOF FRAMING PLAN
i A501 DETAILS - -- - PROPO _ '; C' ' �-S V "HE RE' -`"RE PF . ; � i '. ' I ER 60-6, Q
ST-5 TYPICAL WALL SECTIONS _ Z w
A502 DETAILS - IF APPLICAB! L ST 6 SECTIONS AND DETAILS ZON,NI - r r,-,A� l is i ;I i^dCt ;..,,x. E , 5' zo
AREAS VOLUMES � �
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ELECTRIC"
OPTIONk
SERVICE
UNDERGI-,
AMP SER
NT
NOTE
ELECTRt
PROVI;IC-',
Footer
�9.
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Re -Bar (sized
according to
foundation plan)d°
M 4:
#4 awg CU bare w/ 10' stubbed
�!
outside of slab at service
, .
o
location. Connect to Tooter steel
w/ (2) ground clamps 5' apart
I
-'- A --
UFER GROUND DETAIL
N.T.S.
A I,1
F: NSTALLATIONS SHALL COMPLY WITH APPLICABLE
iE LOCAL CODES AND LOCAL POWER/UTILITY COMPANY
GENERAL ELECTRICAL NOTES -
ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT
COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE
• PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V
BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE
AFCI PROTECTION
• CARBON MONOXIDE PROTECTION PER FLORIDA
STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10'
OF EVERY SLEEPING ROOM
• ALL OUTLETS SHOULD BE AFCI PER NEC - U.N.O.
i
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED OUTDOORS MUST BE
GFCI-PROTECTED
• PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN
NON -DWELLING OCCUPANCIES-i.e. OUTDOOR
SUMMER KITCHENS RECEPTACLES) MUST BE
GFCI-PROTECTED
• PER NEC SECTION 406.8(B)(1) 15A & 20A
RECEPTACLES IN A WET LOCATION MUST BE WITHIN
)0 150 = #1 Copper or 2/ 0 Aluminum AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
200 = 2 /0 Copper or 4 /0 Aluminum in 2" ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
Conduit. - A/C DISCONNECT RECEPTACLES SHALL BE LISTED AS WEATHER
RESISTANT
� Ii
li
r - f -- • PER NEC SECTION 406.11 IN DWELLING UNITS, ALL
--- #12 COPPER TO APPLIANCES AND GFI 15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
TYPICAL TAMPER -RESISTANT
ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS
PANEL #10 COPPER TO WATER HEATER
• PER NEC SECTION 800.156 NO LESS THAN ONE
#8 COPPER TO RANGE j COMMUNICATION OUTLET SHALL BE INSTALLED
_ #6 COPPER TO HVAC WITHIN EACH DWELLING UNIT
�R+_,UNDING WIRE WITH CODE APPROVED CLAMP TO EITHER: • PER NEC SECTION R314.3 AND R315.1 SMOKE
-APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH DETECTORS TO BE INSTALLED INSIDE EACH
3 BO%DED TO CONTINUOUS FOOTING STEEL SLEEPING AREA
:' E_RSYSTEM BONDING TERMINATION PER NEC 250.94 • 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
APPROVED EQUAL
I
PROVIDE GAS DROPS AS PER COMMUNITY ONLY
• JUNCTION 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
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
ABBREVIATIONS LEGEND
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
DIAG
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
• INSTALL ROOF VENTING PER MFR WRITTEN
INSTRUCTIONS PER FBC R806
• ALL OVERHANG DIMENSIONS ARE TO EDGE OF
RAFTER. REFERENCE WALL SECTIONS/DETAILS
FOR ALL OVERHANGS NOT DIMENSIONED.
• ALL UNDERLAYMENT MUST BE INSTALLED IN
COMPLIANCE WITH FBC R501.1.1
• EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT
OUT IN ROOF SHEATHING PER MFR WRITTEN
INSTRUCTIONS
ROOF VENT CALCULATION
FORMULA:
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
OF CEILING
*144 SQ. IN. = 1 SO. FT.
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED 12 = 50% AT HIGH AND 50%
AT LOW.
PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE
THAN 50% OF VENTILATION MUST BE PROVIDED BY
VENTILATORS LOCATED NO MORE THAN 3'-0" BELOW
THE RIDGE OR HIGHEST POINT OF THE SPACE
BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE)
(a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA)
PER LINEAL FT
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED
W/ 9.19 SQ IN (NFVA) PER LINEAL FT
CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL
NOT INCLUDE NON -VENTED FIRE RATED SOFFIT
LOCATED LESS THAN 5' FROM PROPERTY LINE
EXTERIOR E'.yE',:`: 'Th .yNGE�JERAL ?COTES
FRONT--' \ii� I
COLUMNS AND R11M SA [)
FINISH SEE '_,r_F'TH _;R RA!t;F.[`
BANDING
• SIDE AND RE; I
WINDOWS ANID L J r FINAL �
COMMUNITY _- E(..
SPEC! FICATIC)NS C)R L `d3 i iE
CONSTRLjCTIJPi NV-,,r1i C.Eh, , .:_' BAN ANC) 5H.4L1_
RECEIVE A SAN I. F i4JIS
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• ROOF COVERING `I-r
SPECIFICATIONS r'. ^`.1 i T;L
CONSTRUCTI: SEE STRJCTUF`?`,L
SHEETS FOR Sr L_A,
• FLASHING SH=+LL BE iN:. i�AI_ _�_D ;,,T ..'.-'aL_ AN.",
ROOF IIJTERSEC'TiON -;E, K - •;I) u;ir„_'
INTERSECTIONS A,,. Lv '-E
ROOF SLOPE OR DIRE :'IO ^�'_+ AFZ -;UND ROOF
OPENINGS
• WINDOW PAN FLA;Sh N._ SHA'DL EjE iiN
ACCORDANCE WITH FB(. R 03 8
• WALL HEIGHTS `JERiFY F,LL BEARING \•NALL
HEIGHTS WITH FINAL TRUSS YOUTS
• LATH PER FBC R r 03 71 i_A ; r 1 Aiv U LA I"'H
ATTACHMENT0 S, � ( : ` F
_ CORROSION-RLSiS i AN IF Mr%_i Ell--
METAL OR WOVEN `JJIRE I A : -c�riALL of
ATTACHED WITH 112 INC H N :'8 M.M :;AGr
NAILS HAVING A N .H 1M HE AC CF
7/8-INCHLONG ).2 M -1 16 �T: PLF
I SPACEDNOTIMICRE N:6 ._-ES',1521`% ,?; CiP
AS OTHERW;: . 'PR ..1,
• PLASTER PER
PORTLAND *" y . TE A L BE NC'- L ES:�,
THAN THREE UVER NNE. ! AI_
LATH OR WIRE_ Lr 1-H N SI1 BE NOT LEIS
THAN TWO CVJ ( ' i7.D Cov FR
MASONRY
TREATED';VCi
BACK!NG IF r
FACING I✓.'�TE r ;;:; F I:t L '
CONCEAL FD, i- t� �, . ION NE._t' S 7:
ONLY T�/\;C) /, k r _ r ;- L�'-
TH I C K IN ESS IF- 7 R T I R' R
ON WO')G ^,- ' RI_',.. I I: ,N �,:i•TH N'
ON -GRADE- FL-'_`(_"R ( y <1 ;
PLASTER SHALiHE Af- r !ED r ;( `. BUT NOT
j EXTEND BELOW--, 1 A'H
PROPORTION ,r fir:
MATERIALS-
R702.1(3)
• WEEP SCREED f E•: R L.r t i !j ys
0.019-I11iCH(0 t1PJl)!tii r'I _;
GAGE), CORROSION-R! IS' r ; ' r L 1SCRFF";` OR
PLASTIC WEEP S( REEL J' ii
VERTICAL ATTACHMENT i F1_ ,. r ; L2 1N:C !E:
FOUNDATION P Lr.TE L h"'r S(v S , d-
V'VALLS 1N AGi�Jh,D/ail i�I �:�II , , :i2� t L.
WEEP SCREEu �H''.LL L 'L r LU N,_, I LES6 HAN
4 INCHES 002 MiM ;`t'i E i � !=A,R I H OR 2 1NCHES
(51 MM) ABOVE- C! `✓t C L.RE 'S AND SiiA.LL r._ ")F f
TYPE THAT tiN'l LL ,ALL' p r,7 T.
DRAIN TO THE Y TEP r
WEATHER-RE&a i /\tl TF _
ATTACHMENT F, ,N _.F _ _ _F;:O
COVER AND T ERivllNAl. C)I
FLANGE OF THE. "AT: FP
• WATER-RESISTI.Vt- ; ;ARR!EP(S, 3
WATER -RESISTIVE
AS REQUIRED IN SEC i tit 'All
APPLIED OVER `AiCj F 7 IN
INCLUDE r. V°d% r
BARRIER 1V' t
EQUIVALENT -I C S Oi= 'IR;\DE D PAPER.
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THE INDIVIDt i _; L 3E ' '. TALLED
INDEPENDENT! Y S1 1HA7 Ejj r H LAYER
PROVIDES A
ANY FLASHIN'-
I
SECTION K70 1!:NTkN;� (?R.,! TO'HT
WATER P,_.SISTIVE BAR' < IS <:ECTED
BETWE _N THE k_,',YERC
GENERAL NOTES
SHALL MEET THE. LAI-EST U
O}: � .)DF-S ADOPTED BY THE LOCAL
0 0
• t FR Ft r E. 02 5 NO OPENINGS FROM A PRIVATE r- APEX
-�
PERMITTED DIRECTLY INTO SLEEPING C14
II CJ NIINGS SHIALL HAVE SOLID WOOD, d o
„i `- S' - OR 20 M4PNI FIkE RA I cD DOORS o N
?;-INN 1-3/8 INCHES TH'ICKNESS. EQUIPPED
;I ry (DSING 7EVICE. ALL DUCTS IN THE
P RATING THE Vv,',LL OR CEILING
.� 1;-,E GARAGE AND DWELLING SHALL BE N
c�
JN5 rR + i ED OF MIN. 26 GA. SHEET METAL, 1 INCH
INIM V Pl' ;ID CLASS 0 OR 1 DUCT BOARD, OR LJL
T'-;ER A P^OVED MATERIAL AND SHALL HAVE NO
IiNI10 THE GARAGE J
J tds 6
• r- rA ,L ; 302 6 GARA,GE SHALL BE Z true design Siuc3act >
G ',,,.L-L, r ZOM RESIDENCE AND i!"SATTIC W/ O
IIN GYP R_ :OARD ATTACHED IN ACCORDANCE
!T + T i LE R 02 13 5. HABITABLE ROOMS SHALL BE `L
FZ U 9000 REGENCY SQUARE BLVD. �
SARATE D FRGM, ROOM ABOVE V✓ i MIN 518" TYPE SUITE 100, JACKSONVILLE, FL 32211
',VHERE THE SEPARATION IS A Q 00
JO ='. C =i_I dG F..SSEMBLY ANY STRU' I'URE CD
ci;pF�i,; THE ASSEMBLY SHALL BE PROTECTED C)
'v? 1.`,'P BOARD W
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�? 6LE N
E F IC USEABLE SPACE BOTH ABOVE W RH0190N' .�ONCEALED SE:`ACE OFA =5
,ASSEMBLY, DRAF T STOPS SHALL BE j
THAT THE AREA OF THE CONCEALED -j s 0
1 r Uc L,T EXCEED 1,000 SQUARE FEET.
m
.r.F IOPPiNG SHALL DIVIDE THE CONCEALEDOf
1
'.�, APPPDXIMATELY EQUAL AREAS AND
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• (rFz F+ R-31� I PORCHES, BALCONIES OR RAISED
FIG
:J � �L'RFAC!_S LOCATED MORE THAN 30" ABOVE
U
TSHLG 'FLOOR OR GRADE SHALL HAVE GUARDS
F I "i3S H'-N :,6'' IN HEIGHT PER FBC R-312.1.2 ! W
t.)P;-:N4 SiF ES OF STAIRS WITH A TOTAL RISE OF
�, N 30" -.B DVE FINISHED FLOOR OR GRADE W
"
L Ali ;RIDS NOT LESS THAN 34" IN HEIGHT
t;:> > `1' R? ICALLY FROM THE NOSING OF THE o0
f_ 0')
ti
REQUIRED GUARDS ON OPEN
01 STAIRWAYS, RAISED FLOOR AREAS,
AND PORCHES SHALL IiP,VE b
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OR TEN! ES CONTAINING OR FACING HOT TUBS; Z) LU
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`S ✓m , IRLPOOLS, SAUNAS. STEAM ROOMS,
` SHOWERS AND INDOOR OR OUTDOOR �
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A "V P'ALLY ABOVE t.h:Y ST GHNDIti,A! "i I F„c SHALL r,E CON SiDERE:D A 0/ Q_
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= 'A--1;_ NS OR MFR WRITTEN INSTRUCTIONS (A
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• ALL FINISH DETAILS & TYPICAL PLAN NOTES —
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ELECTRICAL CONDUIT PL NET RATION
WOOD CONST BEYOND
WOOD SHEATHING
WEATHER RESISTIVE
BARRIER #1
WEATHER RESISTIVE
BARRIER #2
5/16" X 7 1/4" LAP
SIDING W/ 6 REVEAL
STARTER STRIP
DO NOT CAULK OR
SEAL OPENING
r GALV'D METAL "Z"
FLASHING
1 1/4" X 6" SIMULATED
WOOD TRIM MEMBER
STUCCO
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SELF ADHESIVE -OR- FLUID
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PRECAST CONCRETE SILL
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z" GYP BIRD OVER
INSTALLED PER MFR
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_
WRITTEN SPECS (TYP)
FURRING STRIPS
CMU STEMWALL W/
at CMU WALL (TYP)
a " STUCCO FINISH
(RE: STRUCTURAL)
INTERIOR
EXTERIOR
WINDOW SILL
at CMU
SCALE: 1 1/2" = 1'-0"
SCALE: N.T.S.
' " GYP BIRD OVER
lx2 TREATED
FURRING STRIPS
at CMU WALL TYP PT 1x4
PT 2x4 FRAME ANCHOR
SHIM AS NEEDED
INTERIOR
SCALE: N.T.S.
--- - - F!r1ENT -OR- VINYL LAP
SibING O`✓ER APPROVED
T; H,)USENii�AP INS : ALLED PF_R
�" FIN. i i 1 "wi f. rRIrJIFi1 t l! v'vRI T TEN SPFCII-ICA'1-IONS
T'-1 --
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WD SHEATHING ER NAILING FLANGE
(RE. STRUCT)
1tJ sI iEH
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SMALL APPLIANCE
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WATER HEATER
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- 60
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-- ---- -_-
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203+02--
-
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6438
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DESIGN CRITERIA AND LOADS
tnldinq Code
,orida Building and Residential Codes , 61h Edition (20'
d f D L d
-.. a or eslpn oa s
,NSI/ASCE 7
OOF LOADING' ..............................................
,
Cd_ 1 25
OP CHORD LIVE LOAD .................................
20 PSF
OP CHORD DEAD LOAD................................7
PSF TILI PSF
)TTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE ...............
20 PSF
ATTICS WITHOUT STORAGE .......................10
PSF
(NON-CON,_ORk! NT
E;' �TTOM CHORD DEAD LOAD .....................
5 PSF
v1,1iND LOADING .................................................
Cd 1 60
A`,CE 7-10, 3S GUST.......................................139
MPH
EASIC WIND SPEED
EXPOSURE CATEGORY ............................
C
BUILDING CATEGORY ...................................
II
ENCLOSURE CLASSIFICATION ....................
ENCLOSED
IN' ERNAL PRESSURE COEFF .......................0.18
CNC DESIGN PRESSURES..............................(SEE
TABLE 1 1
IF! JOR LOADING..............................................Cd
= 1 00
TOP CHORD LIVE LOAD.................................40
PSF
'OP CHORD DEAD LOAD................................10
PSF
30TTOM CHORD LIVE LOAD ..................
.. 0 PSF
_)TTOM CHORD DEAD LOAD........................5
PSF
SPECIAL FLOOR (GAME ROOM) LOADING .... C = 1 0(3
OP CHORD LIVE LOAD.................................60
PSF
TOP CHORD DEAD LOAD................................10
PSF
'OTTOM CHORD LIVE LOAD..........................0
PSF
30TTOM CHORD DEAD LOAD........................5
PSF
M,,.XIMUM FLOOR TRUSS SPACING.............16"
O.0
1
LL/240
-FLECTION CRITERIA
ROOF TRUSSES ....................................
• .-
TL MAX 1 UP TO 40' SPAN
LL / 480
TL / 360
�'EN WEB FLOOR TRUSSES .................
LL/48G I
TL/2-7
,)OD I JOISTS ............................................
TL MAX '.
LL 360
bEAMS1.......................................................
TL
A, 'ES:
t. ,'ORCH BEAMS AND BEAMS SUPPORTING
EXTERII I WALL
BOVE SHALL NOT EXCEED 3/" DEFLECTION
TABLE 1: COMPONENT AND
CLADDING DESIGN
PRESSURES
WINDOWS AND DOORS
EFFECTIVE
WIND AREA
ZONE DESIGNATION
IZ - Interior Zone (psf)
EZ - End
Zone (psf)
0-20 ft2
21 - 50 ft2
- 51 - 100 ft2
101 - 200 ft2
+28.54 -30.96
+28 5-
+2 17
+:': 52
+24 25
F 22
s6 4
32 1 T
29 34
+27.17 -29.59
+25.52 -27.94
+24.25 -26.67
VINYL SOFFIT MAX PRESSURE (psf)
+28 `
_
= GARAGE DOOR PRESSURE
+21
-2-16
END ZONE KEY MAP
ENC, ZONE: END ZONES SHALL BE TAKEN
AS HE 1ST4.0' PER FIGURE R301.2 (7)
ISTFIJO0R
4.0 F
(TYP)
END ZONE
DESIGNATION�
C
�E 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
,CO AND DIRECTLY
MIN 1/32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (.'/(," 24,116
,DHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" 0 C. IN THE
NOTE 6)
FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
THEE VENEER
MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
NOTE 8)
W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES):
6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
MIN 1%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
7ILE ROOF
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
NOTE 7)
8" O.C. IN THE FIELD
AND METAL ROOF
MIN'/6' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
-L
(NOTE 9)
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O.C. AT PANEL EDGES, 12"
O.C. IN THE FIELD.
.CK SHEATHING:
2Y32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE
DOTE 5)
FIELD.
MIN Y6' OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d
BOARD SHEATHING:
COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN %" EXTERIOR GYPSUM
CEILING BOARD, FASTEN w/ 5d x 1 /" COOLER NAIL OR NO.6 x 1 %" LONG SCREWS @
4" O.C. EDGES, 8" O.C. FIELD
NG THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING
0 148" x 3" LONG).
r,,! Nrll S IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
S! if .;?! ]ING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WQOD STRUCTURAL PANEL.
rRU(,TURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
RI t PROVED APA.MANF. SPECIFICATIONS.
5 NERS ARE MINIMUM REQUIRED FOR DIAPHRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP
_ AKING. 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
N RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
') ',dHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN
F REQUIREMENTS ARE %6' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
NS INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
JI r, IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
�i
15 " —
=- +T!ON REQUIREMENTS ALLOW, /32 APA RATED OSB OR EQUAL MAY USED TO SUPPORT TILE ROOT.
)� F''URAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
NIP. S 'ILR_ TURAL ROOF SHEATHING REQUIREMENTS FOR METAL ROOF CLADDING IS SAME AS SHINGLE ROOF. SHOULD ROOF
NI T i,ER S INSTALLATION DRAWINGS REQUIRE SPECIFIC ROOF SHEATHING EXCEEDING THE STRUCTURAL MINIMUM,
d F, SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS
Ai _E 4: NAIL SIZE LEGEND
C
M
OM
INK?
OMr
DIAMETER
LENGTH
N
0.131 "
2-'/2"
II-NK
0.113"
2-%"
0A48"
1-'/2"
0.131"
3"
MON
0.148"
3"
MON
0.148"
3-'/4"
r'
0.148"
3-Y4"
10N
0.162"
3-YZ'
TABLE 5: FASTENERS IN
PRESSURE TREATED LUMBER
PRESERVATIVE
FASTENER TYPE
ACZA
STANDARD CARBON STEEL
SODIUM BORATE (NOTE 1)
STAINLESS CONNECTORS AND
FASTENERS REQUIRED.
CONNECTORS MUST HAVE
Z-MAX, G120 OR TRIPLE ZINC
ALL OTHER PT
COATED FINISH.
(INCLUDING ACQ & MCQ)
ALL FASTENERS MUST BE HOT
DIPPED GALVANIZED.
LL 1Gd NAILS UNLESS OTHERWISE SPECIFIED.
NOTES:
:10N '.NIRE NAILS AND THREADED HARDENED STEEL NAILS
1. SILL PLATES W/ SODIUM BORATE TREATMENTS BEARING ON
CONFORM TO THE NOMINAL SIZES SPECIFIED IN ASTM
CONCRETE OVER VAPOR BARRIER ARE NOT DIRECTLY
N:iWNAL DIAMETER SIZES APPLY TO FASTENERS
EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
-,PPLICATION OF PROTECTIVE COATING.
TO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
I FORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
)I UE TO FASTENER PENETRATION, THE BORED HOLE
r. EXCEED 75% OF THE NAIL OR SPIKE DIAMETER.
NAt_ DIAMETER AND LENGTH OF TYPICAL FASTENERS
F, FUR THIS PROJECT ARE AS LISTED IN TABLE 4.
X, !CRETE AND FOUNDATION NOTES
= 2 PSI AT 28 DAYS (UNO).
,F : E COMPRESSIVE STRENGTH FOR FOOTINGS ,50G S ( )
„r FE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
�E 'i FORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
-Zt '4 FORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
AI D AT ALL REENTRANT CORNERS.
R6.'- SH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE TO 2" IN LENGTH.
A( AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
)rt1f.'i-NDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
"IF' ATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
)% -:Y STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
=t1 -,ND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 21000 psf IN
)Pi)4NCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
'Pl,• THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY, IT IS THE OWNER'S OR
,C-UR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
`'E i F_ FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
_APPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
NTION OF SUBTERRANEAN TERMITES.
.: `L I S OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION, CONTACT ENGINEER
_)RE, IF THIS CONDITION EXISTS.
;N TROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15'x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.
i OR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED
NL:RETE WORK.
C: ,'_.r\LE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
10 IITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
v "ION PLAN ALONE, CONTACT THE ENGINEER OF RECORD. -
'F'-=-ENGINEERED TRUSSES & I -JOISTS
FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
PPEPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
'I ION DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE
'( IBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION, SPACING, BEARING LOCATION AND
r, ONVENTION OF THE LAYOUT SHOWN HERE.
F: 3S ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
P ,iGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
1JOLIFTS HAVE BEEN CALCULATED BY THE ENGINEER OF RECORD AND TAKEN INTO CONSIDERATION DURING THE DESIGN
IE .PLIFT RESTRAINT SYSTEM FOR THIS STRUCTURE. AS SUCH, THE REPORTED UPLIFTS ON THE TRUSS SHOP DRAWINGS
3L ISREGARDED.
ABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
111 LD TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,
SHEET
TABLE 7: METAL CONNECTOR SCHEDULE
NOTES 2. 3, 4
USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUALi�.
ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
SIMPSON
SIMPSON FASTENERS
MITEK
USP FASTENERS
SIMPSON
SIMPSON
FASTENERS
MITEK
USP FASTENERS
(8)'% X 1 %" SDS SCREWS
(8)%4' x 1'/2" WS15-GC
DTT2Z
IN STUD'/2" 0 X 4 1/2"
WOOD SCREWS IN STUD
(9) 10d COMMON
(9) 10d
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
M2 O x 4'/2" EMBED EPDXY
CS18
EACH END
CS20
COMMON
SCREW ANCHOR
OR SCREW ANCHOR
EACH END
(18)0.162"x2'/2"IN
(18)0.162"x2'/2"IN
HTT4
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MTS12
(7) 10d x 1 1/2"
MTW12
(7) 10d x 1 '/2"
(NOTE 2)
§s" O x 6" EMBED ANCHOR
48" 0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(26)0.162"x2'/2"IN
(26)0.162"x2'/2"IN
HTT5
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MSTA24
(9) 10d COMMON
MSTA24
(9) 10d COMMON
(NOTE 2)
�s" 0 x 6" EMBED ANCHOR
�s" O x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(20)'/4" x 3" SDS SCREWS
(24) 3" WS IN STUD
HDQ8-SDS3
IN STUD GROUP
PHD8
GROUP'/ " 0 x 12" EMBED
s
MSTA36
(13) 10d COMMON
MSTA36
(13) 10d COMMON
8" O x 12" EMBED
ANCHOR IN CONCRETE
EACH END
EACH END
ANCHOR IN CONCRETE
(7) 10d COMMON IN
(7) 10d COMMON IN
(7) 10d x 1 112" IN TRUSS
(7) 10d x 1 '/V IN TRUSS
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
MSTAM36
WOOD FRAMING
MSTAM36
WOOD FRAMING
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(4) /4 x 2 /4 TITEN
5 /4 x 2 /4 TAPCON IN
( )
SCREWS IN MASONRY
(11) 10d x 1 1/2"" IN
MASONRY
(11) 10d x 1 Y2" IN
(8) 10d x 1 %" IN TRUSS
(9) 10d x 1 '/2" IN TRUSS
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
HTS20
TRUSS/RAFTER
HTW20
TRUSS/RAFTER
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(11) 10d x 1 1/2" IN
(11) 10d x 1 1/2" IN
STUD
(12) 10d x 1 Y2" IN
STUD
(8) 10d x 1'/2" IN
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
HTSM20
TRUSS/RAFTER
HTWM20
TRUSS/RAFTER
NOTE 6
4" x 7 EMBED EPDXY
0
4" H x 7 EMBED EPDXY
12 1 ' IN
10d x h
4 /4' x 3" WEDGE BOLT
)
STUD
(5) 8d x 1'/2" IN
OR EQUIVALENT IN STUD
(5) 8d x 1 Y2" IN
(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
ABU66
%" O x 7' EMBED EPDXY
PAU66
%" O x 7' EMBED EPDXY
H2.5T/
TRUSS
RT7/
TRUSS
NOTE 6
( )
( 12" EMBED AT GARAGE
( 12" EMBED AT GARAGE
HA8
1 „
5 x 1 /z IN
(TOP
R T7AT
5 8d x 1 /z IN
(TOP
DOOR RETURNS)
DOOR RETURNS)
PLATE
(5) 10d x 1 %" IN
PLATE 11
(5) 10d x 1 Y2" IN
HU48,
(14) 16d COMMON IN
HD48,
(14) 16d COMMON IN
HUC48,
HEADER
HD481F,
HEADER
H8
TRUSS
RT8A
TRUSS
HU28-2,
HUC28-2
(6) 10d COMMON IN BEAM
HD28-2,
HD28-21F
(6) 10d COMMON IN BEAM
(5) 10d x 1'h" IN
TOP PLATE
(5) 10d x 11/2" IN
TOP PLATE
(16) 10d COMMON TO
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
HUC410,
HEADER
HD4101F,
HEADER
TRUSS/RAFTER
TRUSS/RAFTER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
LGT2
(7)'/4" x 2''/4" TITEN
LUGT2
(5)O" x 3" WEDGE BOLT
HUC210-2
BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
(26) 16d SINKER
OR EQUIVALENT
(28) 16d SINKER IN WALL
HUC212-2
(22) 16d COMMON IN
HEADER
HD212-21F
(22) 16d COMMON IN
HEADER
10 10d COMMON IN BEAM
10 10d COMMON IN BEAM
LGT3
IN WALL FRAMING
(12) SDS Ya" x 2 Y2"
LUGT3
FRAMING
(12) WS25 Y4" x 2 Yz"
(4)%" x 1 'Y2" SDS SCREW
(4) %" x 1'/2" WS15 SCREWS
IN TRUSS
IN TRUSS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
HGA10KT
(4)'/4" x 3" SDS SCREWS
HGA10
(4) '/4" x 3" WS3 SCREWS
IN TOP PLATE
IN TOP PLATE
SDWC14500,
SDWC15600
NO
USP EQUIVALENT
(4) SDS %" x 1 %" SCREWS
(4) W x 1'/2" WS15 SCREWS
HGAM10KT
'/4IN TRUSS/RAFTER
HGAM10KT
IN TRUSSi RAFTER
(4) '/4" x 13/4 WEDGE BOLT
(4) W x 2" TITEN SCREWS
L_
IN MASONRY
OR EQUIVALENT IN
MASONRY
NOTES:
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 ALTERNATES.
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„
2 LONG WITH O DIAMETER EQUIVALENT T COMMON NAILS SPECIFIED ABOVE MAYBE USED FOR
Q
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 REQUIRES
W O x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF Y." 0 x 1 %" TITENS ILO 16d.
MASONRY NOTES
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M S O O R 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 FOOTING .
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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2-STORY: 10" x 20" W/(3) #4 OR (2) #5 CONT
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1. SPECIAL CARE SHOULD BE EXERCISED BY CONTRACTOR WHEN BACK
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'NOTE": IT IS ACCEPTABLE TO SUBSTITUTE THIS "1A" FTG DETAIL FOR THE
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WOOD STRUCTURAL PANEL
SHEATHING REQUIREMENTS
ON SHEET ST-1.
TRUSS OR RAFTER TO BOND
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PROPERLY WIND LOAD RATED
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PRESSURES ON SHEET ST-1.
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ALL SECTION AT ROOF (COMMON HEE— _ \'_. ''EDITION
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• INSTALL ANCHORS WITHIN 12" OF EACH
END OF SEGMENT (BUTT JOINTS).
JTERIOR LOAD BEARING WALL
PICAL WALL SECTION AT FOUNDATI, )N
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- 3" PARTIALLY GROUTED
EXTERIOR CMU WALL W/
VERTICAL WALL REINFORCING
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CIF DOWEL IS OMITTED OR
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EMBEDMENT IN MONOLITHIC,
12" EMBEDMENT IN
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2x NO 2 SYP BLOCKING TO FIT TIGHT
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EACH END, BLOCKING MAY BE OMITTED
FOR HEEL HEIGHTS < 9"
3/4" BETWEEN TOP OF WOOD PANEL
AND CENTER OF FASTENERS.
MIN IV3G" EXPOSURE 1 PLYWOOD RIM @ RAISED
HEEL TRUSSES INSTALLED WITH LONG
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BLOCKING W/ 10d @ 3" O.C.
PROPERLY WIND LOAD RATED SOFFIT
MATERIAL CONTINUOUS @ PERIMETER.
SEE DESIGN CRITERIA AND LOADS: C&C
DESIGN PRESSURES ON SHEET ST-1.
TRUSS OR RAFTER TO BOND BEAM W/
META12 OR HTA16-18 W/ MIN (7) 10d x
1'/2" IN TRUSS (NOTE: IF META12 OR
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HTSM20 OR HTWM20)
WALL SECTION AT ROOF ( RAISED HEEL CONDITION)
THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
FOR MISLOCATIO
FASTEN 2x6 NO. 2
TO TRUSS W/ MIN (
FOR MISLOCATIO'
INSTALL NEW MAE
STRAP TO INSIDE
MISLOCATED TRUSS ANCHORS
BLOCKING NOT SHOWN FOR CLARITY
is l-_•'v
BOND BEAM RF- i� Y�� RC_ 1NG
AT C'0RN'E_
ALTERNATE WALL SECTIONS & TYPICAL DETAILS
GENERAL NOTES APPLICABLE TO ALL:
1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x_ NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM
(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED.
2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT.
3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT.
4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN.
5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1.
6. FOR EXTERIOR WALL STUD SIZE AND SPACING. REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1.
7. 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.
9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS.
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MOISTURE BARRIER TYPICAL PORCi
BY OTHERS CEIt_ING BOARS I -
PLAN SEE_- TABI
SHEET ST-1 iPC
CEIHNG BOARS
TYPICAL PORCH SHEA HiN(:j' DETAIL
AT MASONRY EX 4i
(THIS DETAil- IS REQUIRI A ki f)
PORCHES UNLESS N( f
WITHIN
-RE'
TOE -NAIL MIN 2x4 NO.2 SYP BLOCKING
BETWEEN TRUSS TOP CHORD`)
(3) 10d COMMONS EACH I ND
FASTEN 2x6 NO.2 SYP
DIAGONAL BRACE TO
BLOCKING w/ (6)
10d COMMONS
2x6 NO.2 SYP DIAGONAL BRA
SEE PL,
• UP TO 8FT SINGLE 2x6 ON
• UP TO 20 FT, 2x6 W/ 2x6 T-BRA(
FASTEN 2x6 NO.2 SYP
"T-BRACE" TO DIAGONAL BRACE
w/ 10d COMMONS @ 3" O.C.
ROOF DECK
ROOF TRUSS
OR RAFTER
SUB FASCIA
MOISTURE BARRIER
BY OTHERS
MASONRY LINTEL
PER PLAN
FASTEN ROOF DECK TO
FRAMING @ 3" O.C. ON EDGE,
6" O.C. IN FIELD WITH 8d
RINGSHANKS I
PROVIDE PANEL -
E ;E BLOCKING FOR
N. 1d-DROPPED GABLE
h
I
14
Sfi )W'N ON PLAN
/1
FASTEN (1) SIMPS0r, ONNECTOR
R ACE TO CMU
MU; 1 MASONRY
AND NOr; CRS
B3 GABLE-ANGL - -R,-=CiNG-DETAIL (W/ HGAM10)
1) Mr'�X r� USS SPAC' NG
21 OUTLi:JKERS BL(-CKi' -sL EMITTED FROM
OVEFiiANG PORTION )N )ROPPED GABLE
TRUSSES W12" OR LE
2x4 SYP OUTRIGGER @ 24" O.C.
CLIP TO GABLE TOP CHORD WITH
(1) H2.5T w/ (10) 8d x 1 '/2"
2x4 NO.2 SYP BLOCKING BETWEEN
OUTLOOKERS. FASTEN EACH
BLOCK TO ROOF DECK WITH 8d
COMMON @ 3" O.C.
GABLE TRUSS
WALL SHEATHING PER PLAN
L OR T BRACE VERTICAL
REINFORCEMENT PER
TRUSS ENGINEERING
MOISTURE BARRIER SHALL BE
PROVIDED BETWEEN MASONRY
AND ALL UNTREATED LUMBER
- GABLE TRUSS TO BOND BEAM W/
META20 @ 48" O.C. W/ MIN (7) 10d x 1-'/2"
(NOTE: IF META20 IS IMPROPERLY
INSTALLED, ATTACH TRUSS TO BOND
BEAM W/ HTSM20 OR MSTAM36)
TOP OF WALL
8'-l" ABOVE
OIL
F.F.E.
I
TOP OF
GARAGE DOOR Y \
6'-l" ABOVE
F.F.E. --
_\
4'-9" ABOVE
--Ilk.
F.F.E.
'
2'-9" ABOVE
i
F.F.E
0'-9" ABOVE
F. F. E.
TOP OF
CURB
F.F.E.
q_OF OPENING
2x6xl2 I
CENTEI
46" DIA. ANCHOI
2x4 PT TOP ,..
2x6 PT BUCK EACH SIDE OF OPENING
- PROVIDE (5) 46" DIA. J-BOLT OR LARGE
DIAMETER SCREW ANCHOR w/ 5 '/2"
EMBEDMENT AT EACH DOOR BRACKET,
EACH SIDE OF DOOR. PROVIDE 1 '/2" x �16"
THICK WASHER w/ EACH ANCHOR.
(1st BOLT TO BE 9" MAX. ABOVE CURB.)
GARAGE DOOR JAMB DETAIL
#5 CONT.
(1) #5 BAR AT CORNER
W/ MIN. 25" LAP
#5 CONT.
a
J
in
N
Z
PRE -CAST LINTEL
PER PLAN
FILL BOTH LINTELS SOLID
W/ CONTINUOUS POUR
PRE -CAST LINTEL PER PLAN MITER -CUT LINTELS AT CORNER,
CORNER TO BE TEMPORARILY
SHORED FOR MIN (7) DAYS
LINTEL REINFORCING AT CORNER
VERTICAL BARS TO EXTEND TO
TOP OF WALL AS SHOWN. MIN
6" BEND INTO BOND BEAM
I
--
t-- -------------}------ —
I I I S
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I I
I I I
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PRECAST LINTEL SEE
SEE PLAN - rt— PLAN
I I
EXTEND REINFORCING TO
I
END OF PIER W/ 6" BEND TO
LAP WALL REINFORCING AS
I I I
SHOWN.
MIN (2) SOLID FILLED &
REINFORCED CELLS W/ NO.5
VERT. BAR ADJACENT TO
-_ - - GARAGE DOOR OPENINGS.
NO.5 VERT. BAR IN FILLED
CELL AT EACH END OF PIER
I I
NO. 5 DOWEL TO MATCH EACH
SOLID FILLED & REINFORCED
CELL EXTENDING FROM FOOTING
TO LAP WALL REINFORCING
W/ MIN 25" LAP UNLESS NOTED
OTHERWISE ON DOWEL & LINTEL
PLACEMENT PLAN. MIN 6" BEND
AT BOTTOM.
II III I I
I II I
CONCRETE
FOUNDATION WORK
TOP OF FINISH PER PLAN
FLOOR SLAB
I I I
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7` I
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/ --- T
GARAGE SHEAR PIER
- (1) DIAGONAL BEAU_ Pr
/
OPPOSITE SIDE OF VVEB�
APPROXIMATE 45 ANGLE NO LESS
CON
CL;, n Y r
,'
-j6" MAX
J6" MAX
'6
j6" MAX
�6" MAX
6"
i
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LATERAL BRA:(- MUD.. TIPLE T SUSSES
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2. SHOULD i7S N.
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3 BRACING 'THE ' ,Lf S vF T i F BR ` '_�_J t_(C f TIONS INDICAEED AE-'
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NEEDING'.' �' IN', ON :!'E !NDIVI' ,,; Al_ RAJ.,., DE_ A;'.S ?., 'U r. K `Rt t`_ ENGINEER.
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f.�_',.�Er'E BRACING;
_ SCAB Ji (A
r.: (2)2x4*
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tx'; G l., ;v"vim /xFj :212x4x
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SINGLE TRUSS BRACING ti
IN i'JiI-.UAL LJ R. 1•ll,� IMAY r•t_ USED WHEN CONTINUOUS LATERAL >=
FEU i RAiNT i( --Pr C IFIED N ?IRE SS DESIGN BUT AN
SC`B BR F"N -I'Cl .4L ERNATIV'E'`�F� �L: '1�7i101) I 'SIRED. O U/
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2 ND! .1D1.1AL /.E BRACING NG IV1 ':t NS1S Z
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RECrI ItR_f. ' F Pt . t i 'ACE
E. �E SAME SIZE. SP} "IES, AND
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MAX TO EACi s r C.� O V A .;. fti _)R CED. ll3
w:
`SEE , ALi�r
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