HomeMy WebLinkAbout8198 Wheat Stone Dr11
)ocuSign Envelope ID: AD473B36-AB4B-444A-8CA.5-292ED80C EEF2
DRAWING INDEX
ARCHITECTURAL
SHEET NO. SHEET NAME
A000
ARCHITI-CTUI,'.AL ("ENER,- ^.
A110
1st LEVI L FI-f , )R PLAN
A200
ELEVA;',ON
A400
WALL SLCT!i NS
A500
DETAILS
- A501
DETAILS
A502
DETAILS - IF APPLICABLL
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
'TYPICAL WALL SECTIONS - -
SECTIONS AND DETAILS
ST-5
ST-6
DR HORTON
A4DB DELRAY ELEVATION AS
Abbott Park,, LOT 013=02
ELECTRICAL
SHEET NO. ISHEET NAME
E106 1st LEVEL ELECTRICAL PLAN
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BUILDING CODE SUMMARY
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Footer
Re -Bar (sized
according to
foundation plan)
)
• 41 a--�
e
#4 aw9 CU bare w/ 10' stubbed
outside of slab at service
o
location. Connect to footer steel
w/ (2) ground clamps S apart _
LIFER GROUND DETAIL
N.T.S.
GENERAL ELECTRICAL NOTES
' ALL ELEC
TRICAL TRICAL 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.
• 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
;A ZISER DIAGRAM
� FRHEAD
. PER NEC SECTION 406.8(B)(1) 15A & 20A
�f. `.1E AS
RECEPTACLES IN A WET LOCATION MUST BE WITHIN
-- 150 - #1 Copper or 2/ 0 Aluminum
RO, ND 150 OR 200
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
200 - 2 /0 Copper or 4 /0 Aluminum in 2"
JI, -
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
Conduit. A/C DISCONNECT
RECEPTACLES SHALL BE LISTED AS WEATHER
RESISTANT
-
R MAIN
PER NEC SECTION 406.11 IN DWELLING UNITS, ALL
10ISC50 OR #12 COPPER TO APPLIANCES AND GFI
15A & 20A. 15V RECEPTACLES SHALL BE LISTED AS
200 AMP TYPICAL !
TAMPER -RESISTANT
ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS
L_
PANEL #10 COPPER TO WATER HEATER
• PER NEC SECTION 800.156 NO LESS THAN ONE
UNDGND
#8 COPPER TO RANGE
COMMUNICATION OUTLET SHALL BE INSTALLED
SERV. BY
POWER CO. #6 COPPER TO HVAC
WITHIN EACH DWELLING UNIT
\" #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER:
• PER NEC SECTION R314.3 AND R315.1 SMOKE
A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH
DETECTORS TO BE INSTALLED INSIDE EACH
B) BONDED TO CONTINUOUS FOOTING STEEL
SLEEPING AREA
INTERSYSTEM 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
T- ,A, MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
APPROVED EQUAL
I )N5 OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY
• 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
BLK
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 EXTERIOR EW ��, T=O ^E 'ER Nt?Tt7S
• INSTALL ROOF VENTING PER MFR WRITTEN
INSTRUCTIONS PER FBC R806 FR0;N1 LE`Jr )N•` FANNING Iv'.t: (iNv,
COLUMNS AND I Rliv! SHALL REC'eiVE 1-` SWINC,
• ALL OVERHANG DIMENSIONS ARE TO EDGE OF FINISH SEE E.I_i !ATION FOR GEPTFi OR. F.AI;ELi
RAFTER. REFERENCE WALL SECTIONS/DETAILS BANDING
FOR ALL OVERHANGS NOT DIMENSIONED. , SiCF AND ?E; i `LE'v1A:Ti'.aNS 3,=',N7;N'
vIT �DO^dS =J;i iJ R' M14,Y DE ' ; ICi ,L P E=
• ALL UNDERLAYMENT MUST BE INSTALLED IN C I, M' '�1 T �, (_ S E E COM!;rV'' j N:TY
COMPLIANCE WITH FBC R501.1.1 SP F,G Al I N 0 C.C-N";..'I T TH
• EACH 4' OFF RIDGE VENT REQUIRES (1) 46'' x 3" CUT P.E , ;y_,', ;, „NI ,F
I OUT IN ROOF SHEATHING PER MFR WRITTEN
INSTRUCTIONS . RO;,,F r, FF i
ROOF VENT CALCULATION
CC) NS I ' R F;
nPtNlN;( S
• VVINDC'/V PAN Fi;;SHING SHALL ERE IN
7G DR-1A.NCE 'v l ; H FBC F: J
• f !_ HFI ;_F' rRI�Y ',.._ BGA`�I:NG';'tiAI_l.
E_! -Ti- r Ar c a \/ I
-- • Lr'+TH PGR FcC iO3.7 I, LAl"}+Ar1._ LATH,
AT-1ACHMEN I ; SHALL BE C'P
CORROSION RESISTANT MATERIALS. EXPANDED
ME! AL OR WL JtN VVIRE LA I Ei SHALL bE
FORMULA:
ATTACHED WITH 11/2-INCH-LONU ;38 MW, 11 CAGE
NAILS HAVING A 7/16-INCH (11 1 MM) HEAD OR
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
7/8-!NCHLONG 122.2 MM). 113 GAGE STAPi FS.
OF CEILING
SPACED NOT MORE THAN 6 INCHES (1 '' MW !-'R
`144 SQ. IN. = 1 SQ. FT.
AS OTHERWISE APPROVED
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED
• PLASTER PER R iO3.7.2. PLiASTERING Oh H
SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 50%
PORTI_AND CEMENT PLASTER SHALL BE NOT LESS
AT LOW.
THAN ; TREE �' )Al S VVE,Er ELi P(I 'ED ER ViEl_
LATH OR 1n11GE LA FH ANDSIA _L r r_ NC. 1 I E.,S
PER FBC SECTION R806.2: 40% MIN, BUT NOT MORE
THAN 'ti'JO ','\'S "NH_nF �',RPL ' O", ``R
THAN 50% OF VENTILATION MUST BE PROVIDED BY
MASONRY ,'_),'JCRETF PRE:, L,RF PRF_SER`'iA'I`JE
'
VENTILATORS LOCATED NO MORE THAN T-0" BELOW
TREA L-ED WCC D O'R )El f =�_ ;I` �. I^J 'J ii'''
cp-`, ` I^" SLICIT!_7"N .' 1 'ti 14.
THE RIDGE OR HIGHEST POINT OF THE SPACE
1,:_D
T-.' PL;STEE !S
6A.'_;KiN" IF ,-f.` E
101
BASIS OF CALCULATION: "OR EQUAL" ACCEPTABLE
FAC;N' AL
CONCE,: LE.I L,�,S 1 EF; A P I LICi I ;; TtI L D E E
(a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFVA)
ONLY ,,NO COATS PROViDFD THE ; 0" L i-
PER LINEAL FT
THICKNESS IS t=.S SET FORTH IN -r.RLE ki0 1; l i.
ON vVOOL! FF ,iv1E TUN` I' IC i1 r vVI T , 'qv
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORATED
Off: R AiDF I j.B �T�"v �l <
W/ 9.19 SQ IN (NFVA) PER LINEAL FT
P'L;. I LR SI : .5 "- , '
EXVi C' L r EN� �
CALCULATED LINEAL FOOT OF SOFFIT VENT SHALL
PR.v Tr I A G RE _r:S
NOT INCLUDE NON -VENTED FIRE RATED SOFFIT
iviN L L I:^..i ET ,S
LOCATED LESS THAN 5' FROM PROPERTY LINE
F
GAG
P t. 1 r _V! f '- F D A I v n
;26. II1E
sHALLBE :;`U NO1 LESS THAN
4 iN';:P ) 2 Iviio) �,30\,E i HE E A,RTH 0R 2 INCHES
51 ivlMi Ar�C PAVED ED AREAS AMD SHALL br. OF A
- - --- - - - 15 _r ' iZ, i ' ' I . U. n \I I RA�'!�rt7 '/V R
DRA;N 1 THE ul Fc It' R OP HE r Uh-DING THE
\NEA HFr Fr ` TANT E3APR'ER SWAI I I_APTHE
T FLANGE Ti-i E XTERJOR +_A,TH SH;-,LL
CO`/Ew ^AND TER��I1 '',TE ,7J "�'_, .`TA::N?.1".
F1 A�<C;E ,-,,r 7 -iL_ 'v"1EE=P SC REED
• `Ayi-fLuP I'ESi I VE 'ARRIERS PER R70j 7
VATrR:- ES! TIVC FARRIERS SHALL BE INS T At_LL=D
,LS ;---0"JIRFr I^; SE; rlr iV R-103 2 AND 'e!`JHERE
AP LIE[) O`JEk `NOC)D-BATED .'SHEr'I,THII`1G. c HALL
INCLUDE- V �n;; o,-q cr; E. 0 - 1n �•;, T_
,pNc:�iJD!_ i. ,�.,. -r-,, :.��L, � 1 r. v.:��R-1'r.R,�. __ .r,._�.
BARRIFR �.%117 -i F'ERFCFCE ,41l _A ,T
EQiJi'v �N ! 1"!
TH INLllv!ED c_R,-, i, L ;E.INSir,LI_;=L
AIN
ANC `i1\Ilr
111_,�N1 Rl IN nJ !l , T . n -,.IN
GENERAL NOTES
• .ALL CONSTRUCTION SHALL MEET THE LATEST
EDITION OF CODES ADOPTED BY THE LOCAL
GOVERNING AGENCIES
. PEP FBC R302.5 NO OPENINGS FROM A PRIVATE
_ ,aRAGE ARE PERMITTED DIREI'TLY INTO SLEEPING
AREAS ALL OPENINGS SHALL. H:;VE SOLID WOOD;
rSJLATED SI EFi- OR 20 .MIIN FIRE Rr';TLD DOORS
,NO'i LESS HAJ� 1-: i8 INCHES THICKNESS. EQUIPPED
1I.-WITH A SELF ,L.OSI'J iJE'„!C,E ALL DUCTS IN THE
C'%RA(';F CR PENETi-^T!NC'HIEE ,^JAI.L OR CEILING
--PARA`f G` THE GARAGE AND DWELLING SHALL BE
i'0NSl RL,CT ED OF MIN. 26 GA. SHEET METAL, 1 iNCH
N;:N!MUM (. C':ID r:i_ ^,SS 0 OR 1 DUCT BOARD, OR
0\:',= C `Ji l T ERIAL AND SHALLHAVE NO
0 .. - GARAGE
$ FBA. R'02 6 GARAGE SHALL BE
04-P \RATE'D FRID v(RESIDENCE AND ITS ATTIC W/
r+IIN, 1/2" GYP BOARD ATTACHED IN ACCORDANCE
WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE
SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE
"X" GYP BOARD, WHERE THE SEPARATION IS A
FLUOR -CEILING ASSEMBLY. ANY STRUCTURE
SUPPORTING THE ASSEMBLY SHALL BE PROTECTED
1,'V/ MIN 1/2" GYP BOARD
I
• PER FBC R302.12. IN COMBUSTIBLE CONSTRUCTION
tr"+THERE THERE IS USEABLE SPACE BOTH ABOVE
AND BELOW THE CONCEALED SPACE OF
FLOOR/CEILING ASSEMBLY. DRAFT STOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED
SPACE DOES NOT EXCEED 1,000 SQUARE FEET.
DRAFT STOPPING SHALL DIVIDE THE CONCEALED
SPACE INTO APPROXIMATELY EQUAL AREAS AND
INSTALLED PER FBC R302.12 & R302.12.1
• E;;__R FBC R-312.1 .PORCHES. BALCONIES OR RAISED
k(.0OR SURFA.C:ES, LOCATED MORE THAN 30" ABOVE
FINISHED FLOOR ClR GRADE SHALL HAVE GUARDS
.NUT LESS THAN 36 IN HEIGHT. PER FBC R-312.1.2
)PEN SIDES OF STAIRS WITH A TOTAL RISE OF
THAN r`' 1?SHED FLOOR OR GRADE
t-IA 1y.OT LESS THAN 34" !N HEIGHT
N.,EASUREDVERT CAI__LY FROM THE NOSING OF THE
TREADS
• P E a FBC R-312.1.3 REQUIRED GUARDS ON OPEN
S !DES OF STAIRWAYS. RAISED FLOOR AREAS,
,,-`\J CONIES AND PIDRCHES SHALL HAVE
I�IT=RMEDiATF_ RAILS OR ORNAMENTAL CLOSURES
d.HICH DO NOT ALLOW PASSAGE OF A SPHERE 4"
R. MORE 11N C,-;AMETER
PER FBC R-308 4.5 GLAZING IN WALLS, ENCLOSURES
CAR FENCES CONTAINING OR FACING HOT TUBS,
SPAS, WHIRLPOOLS SAUNAS, STEAM ROOMS,
BATHTUBS. SHOWERS AND INDOOR OR OUTDOOR
S'vV MMiNG POOLS VVHERE THE BOTTOM EXPOSED
EDGE OF THE GLAZING IS LESS THAN 60 INCHES
MEASURED VERTICALLY ABOVE ANY STANDING OR
WALKING SURFACE, SHALL BE CONSIDERED A
HAZARDOUS LOCATION. G.C. TO VERIFY IF
HOMEOWNER SELECTS ANY OF THESE ITEMS
LISTED. IF ANY OF THESE ITEMS LISTED IS
INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS
TO BE TEMPERED
• Pi_R FBC R312.2, PROVIDE 1v`vINDOW FALL
PROTECTION 1N .ACCORDANCE WITH R312.2.1 AND
R312.2.2
• GAS OPT. PER COMMUNITY. VERIFY WITH BLDR
• C.J. = RECOMMENDED MASONRY CONTROL JOINT
LO;;A-f1C ,N
a FINIc;Hr c Tb^gT'R!ALS W HOUSERAP, WINDOW
i'ND DOOR FLAS1141 v(.-�FAPING AND SEALANTS TU BE
INSTALLED PER BUILDER PROVIDED
SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS
• A,,.L FINISH DETAIL'S & TYPICAL PLAN NOTES
PROVIDED BY BUILDER IN ACCORDANCE WITH
TYPICAL BUILDER SPECIFICATIONS
• REFER TO STRUCTURAL ENGINEERING DRAWINGS
1737R, ALL EXTERIOR WALL STUD SPECIES, SIZES AND
PACING
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133 - 41' HIGH HALF WALL WITH CAP
104 - DOOR HEIGHT DIFFERS
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240 - EXTERIOR DOOR SIZE PER FLOOR PLAN
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260 - C`<1 BAND - SIZE AS NOTED - 1 " PROJ U.N.O.
261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O.
262 - 1"x TRIM - SIZE AS NOTED
263 - DECORATIVE SHUTTER - SIZE AS NOTED
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\h 1``� 1 0"; J HEAD at CMU
SCALE: 1 ti2" = l'-Of'
PRE -FORMED CONTROL
5
JOINT W/ STRIP LATH /8" CEMENT PLASTER
12" WIDE SELF-ADHESIVE
FLASHING CENTERED UNDER
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/F
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SCALE: N.T.S.
CORNER BEAD
(FASTENER &
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'MU
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FEXTURED PER COMMUNITY
;PECIFCATIONS
CORNER BEAD at BLOCK
SCALE' N.T.S.
CMU WALL W/
STUCCO FINISH
(RE: STRUCTURAL)
ER VER --I
GYP BIRD OV
PRE -SHAPED STUCCO BAND
1 x2 TREATED
W/ INSTALLED PER MFR
FURRING STRIPS
L
WRITTEN SPECS (RE: ELEV)
at CMU WALL (TYP)
SELF ADHESIVE -OR- FLUID
WOOD BLOCKIN
APPLIED FLASHING (CLEAN
MASONRY BEFORE APPLYING)
PT 1 x WOOD BUCK ----
VINYL FLANGE CASING BEAD
SHIM AS NEEDED
INSTALLED PER MFR
WRIT -TEN SPECS (TYP)
V 4," BACKER ROD W/ SEALANT
INTERIOR
EXTERIOR
WINDOW JAMB
at CMU
SCALE: 1 1/2" = 1'-0"
6" SELF -ADHERING
FLASHING
WEATHER RESISTIVE
BARRIER#1
WEATHER RESISTIVE
BARRIER #2
6" SELF -ADHERING
FLASHING
GALVD M1
7' FLASI
DO NOT CA_,
SEAL OPENING
STUCCO FINISH
6" SELF ADHESIVE
OVER TOP & SIDES
SELF FLASHING
UNIT
PREMANUF.
DRYER VENT CAP
(SET IN CONT.
SEALANT)
SEALANT at
TOP & SIDES
DRYER VENT(BLOCK)
SCALE: N.T.S.
<
oN
1 1/4" X 6" SIMULATED
WOOD TRIM MEMBER
SEAL GAP W/ CAULKING
OR APPROVED SEALANT
STUCCO CASING BEAD
SIDING TO STUCCO
FRAME TO BLOCK
SELF ADHESIVE -OR- FLUID
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EXTEND UP AT JAMBS (4" MIN)
PRECAST CONCRETE SILL
4," BACKER ROD W/ SEALANT
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INSTALLED PER MFR
I .
1x2 TREATED WRITTEN SPECS (TYP)
FURRING STRIPS j
CMU STEMWALL W/
at CMU WALL (TYP) - .I �8" STUCCO FINISH
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SCALE: 1 1/2" = 1'-0"
ELECTRIC METER
FIELD VERIFY
LOCATION
AREA TO RECEIVE
STUCCO SCRATCH COAT
& 1 COAT OF PAINT ;'Vl
BACK -ROLL PRIOR TO
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ELECTRICAL CON-D-U.1-1C., E_NE__F_RA1_1_0.N__
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WEATHER RESISTIVE
BARRIER #1
WEATHER RESISTIVE
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5/16" X 7 1/4" LAP
SIDING W/ 6 REVEAL
STARTER STRIP
DO NOT CAULK OR
SEAL OPENING
GALV'D METAL "Z"
FLASHING
1 1/4" X 6" SIMULATED
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SCALE: N.T.S.
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at CMU WALL (TYP)
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PT 2x4 FRAME ANCHOR
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AND Y -CC; '51CRATCH 010AI AP ONE
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CAVITY TO BE FILLED
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SIMILAR)
APPLY A SILICON BASE
SEALANT AT POINT THAT
ELEC WIRE PENETRATES
PROVIDE STUCCO
SCRATCH COAT LARGER
THAN THE ELECTRIC
METER CAN OR METER
CAN COMBO OR METER
CAN AND DISCONNECT
SCALE: N.T.S.
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HOUSEWRAP INSTALLED PER
f:_;N111�h,' C`);,`,TiN,'- r_�VL_i P fC_: I P.11 P
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DEAD OF SEALANT
3 CLEPoN MIPSC�NR`
VINYL FLANGE CASING BEAD
BE; - EAPPL"NG INSTALLED PER MFR.
\,At, �ITTENSPECS (TYP)
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DESIGN CRITERIA AND LOAD`
TABLE 7: METAL CONNECTOR SCHEDULE
NOTES 2. 3. 4
Buildinq Code
Florida Building and Residential Codes 6''' Edition i201
Code for Design Loads
ANSI/ASCE 7
ROOF LOADING' ............... _ C, = 1 24
TOP CHORD LIVE LOAD .... 20 PSF
TOP CHORD DEAD LOAD._ T PSF jII
BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE 20 P'�F
ATTICS WITHOUT STORAGE 10 PSF
(NON -CON
BOTTOM CHORD DEAD LOAD 5 PSF
WIND LOADING ................ _. C -
ASCE 7-10, 3S GUST.... .... - 139 MF � I
BASIC WIND SPEED
EXPOSURE CATEGORY. _- . C
BUILDING CATEGORY.... _ .. II
ENCLOSURE CLASSIFICATION ENCLCI: r u
INTERNAL PRESSURE COEFF 018
C&C DESIGN PRESSURES. _ rSEE TAE'.'
FLOOR LOADING ........ - C, = t 0 _
TOP CHORD LIVE LOAD.. 40 PSF
TOP CHORD DEAD LOAD.... _ 10 PSF
BOTTOM CHORD LIVE LOAD - .. 0 PSF
BOTTOM CHORD DEAD LOAD " PSF
SPECIAL FLOOR (GAME ROOM) L& DINS", C, _ ' n0
TOP CHORD LIVE LOAD.... _ 30 i`-F
TOP CHORD DEAD LOAD - 10 f-
BOTTOM CHORD LIVE LOAD 0 PSF
BOTTOM CHORD DEAD LOAD PSF
MAXIMUM FLOOR TRUSS SPACIN ,
DEFLECTION CRITERIA
ROOF TRUSSES.... ........... _ ?L
' L [Vj
LL
OPEN WEB FLOOR TRUSSES L J
LL / 48
TL ; 24
WOOD I JOISTS ........ .......-... TL MAC
LL 360
BEAMS' .............. .............. .. TL 24G
NOTES:
1. PORCH BEAMS AND BEAMS SUPPOF :rJG EX, ER;
ABOVE SHALL NOT EXCEED %" DEFLI-';TION
TABLE 1: COMPONENT AND
CLADDING DESIGN PRESSUR:.
WINDOWS AND DOORS
EFFECTIVE ZONI DESIGNATION
WIND AREA IZ - Interior Zone psfl EZ E
0 20 ft2
+28 54+28
T- -
5•=
+27 17" `,9
+27 1
21 - 50 ft2
+25 52 -2 ':+4
+25 5.
51 - 100 ft2
+24.25 -2( I : 7
+24 2'
101 - 200 ft2
VINYL SOFFIT MAX PRESSURE psf; +28 6
GARAGE DOOR PRESSURE +2 1
END ZONE KEY MAP
END ZONE: END ZONES SHALL BE 1_,1 KI '.
AS THE 1ST 4.0' PER FIGURE R301 ` i , )
f_ -.---
1 ST FLOOR
40FT
(TYP)
EN:� Z
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
N Fq'34
O
STUCCO AND DIRECTLY
MIN'%32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%," 24/16
c Z
ADHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
� t_ N
(NOTE 6)
FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
xQw
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ALL OTHER VENEER
7 PLYWOOD INSTALLED VERTICAL R HORIZONTAL
MIN /16 24/16 SPAN RATED OSB OR 00 C O
CLQ
(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
O
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TILE ROOF
NOTE 7
( )
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS 4" O.C. AT PANEL EDGES AND
= w
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L Q O
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SHINGLE AND METAL ROOF
MIN '/,f," 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
0 =-
CO
(NOTE 9)
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 6" O C AT PANEL EDGES, 12"
O.C. IN THE FIELD.
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.
MIN %" OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W/ 8d
PORCH CEILING BOARD SHEATHING:
COMMON: 3" O.C. AT PANEL EDGES, 12" O.C. IN THE FIELD OR MIN 1/2" EXTERIOR GYPSUM
CEILING BOARD. FASTEN w/ 5d x 1 /8" COOLER NAIL OR NO.6 x 1 /4" LONG SCREWS @
4" O.C. EDGES, 8" O.C. FIELD
hJ ES: ,
OR SHEATHING THICKNESS GREATER THAN 1%2" CATEGORY (32/16 SPAN RATING). USE 10d RING SHANK NAILS IN LIEU OF 8d RING
SHANK NAILS. (0.148" x 3" LONG).
._'OMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
�,LL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
;URRENT APPROVED APA.MANF. SPECIFICATIONS.
LOOR 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.
4 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
,BSHOULD BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. O ULD BUILDER SPECIFICATIONS ALLOW, MIN
-,TRUCTURAL REQUIREMENTS ARE 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
PECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS. SHOULD WARRANTY
-AND INSTALLATION REQUIREMENTS ALLOW, 15/32" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
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 THE STRUCTURAL MINIMUM,
CONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS.
TABLE 4: NAIL SIZE LEGEND TABLE 5: FASTENERS IN
NOTES 1, 2, 3, 41 11 PRESSURE TREATED LUMBER
DIAMETER
LENGTH
8d COMMON
0.131"
2-'/2"
8d RINGSHANK
0.113"
2-Y8"
10d x 1- '/2"
0.148"
1 -1 2"
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-'/4"
16d SINKER
0.148"
3-%"
16d COMMON
0.162"
3 ''/z"
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
NOTES
1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.
NOTES:
2 COMMON WIRE NAILS AND THREADED HARDENED STEEL NAILS
1. SILL PLATES W/ SODIUM BORATE 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.
3 WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION. THE BORED HOLE
0
SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER.
4 THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
CONCRETE AND FOUNDATION NOTES
1 CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2.500 PSI AT 28 DAYS (UNO).
2 CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
3 ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
4 ALL 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.
FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF FIBER LENGTHS SHALL BE Y" TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR 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 CAPACITY OF 2,000 psf IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
3 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.
STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS.
10 TO CONTROL CRACKING, CUT 1" SAWCUTS IN THE SLAB IN A 15x15' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT.
CONTACT FOR FOR ALTERNATIVE METHODS. CONTROL JOINTS ARE NOT REQUIRED WHEN WWF OR FIBERMESH ARE INCLUDED
WITH CONCRETE WORK.
1, 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.
PRE-ENGINEERED TRUSSES & I -JOISTS
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
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
3 THE TRUSS ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS AND SUBMIT THEM
UNDER SIGN AND SEAL WITH THE TRUSS SHOP DRAWINGS.
4 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
MAY BE DISREGARDED.
5 I -JOISTS FABRICATED TO ACHIEVE THE FLOOR PLANS DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE DESIGNED AND
SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. SEE DESIGN CRITERIA,
THIS SHEET.
USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE
SIMPSON
SIMPSON FASTENERS
MITEK
USP FASTENERS
SIMPSON
SIMPSON
FASTENERS
MITEK
USP FASTENERS
-- — ---
'/z'
x 1'/2" WS15 GC
(8)'/4 X 1 SIDS SCREWS
(8)Y4"
,l
DTT2Z
IN STUD'/i' 0 X 4'W'
WOOD SCREWS IN STUD
(9) 10d COMMON
(9) 10d I
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
'/2 0 x 4%" EMBED EPDXY
CS18
EACH END
CS20
COMMON
SCREW ANCHOR
OR SCREW ANCHOR
EACH END r I
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(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 '/2"
MTW12
(7) 1 Od x 1 :-'
(NOTE 2)
48" O x 6" EMBED ANCHOR
48" ID x 6" EMBED ANCHOR
EACH END
EACH ENO
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)
fie" 0 x 6" EMBED ANCHOR
48" 0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
—
(20)'/4" x 3" SIDS SCREWS
(24) 3" WS IN STUD
HDQ8-SDS3
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PHD8
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MSTA36
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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 ''/2" IN TRUSS
(7) 10d x 1 1/2" IN TRUSS
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
MSTAM36
WOOD FRAMING
(4) '/4' x 2 '/4' TITEN
MSTAM36
WOOD FRAMING
(5) 1/4" x 2 ;a" TAPCON IN
GROUTED BLOCK WALL
GROUTED BLOCK WALL
SCREWS IN MASONRY
(11)10dx1'W'IN
MASONRY"
(11)1Odx1 IN
(8)10dx1 ''/2"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) 1Cd x 1 '/" IN
STUD
(12) 10d x 1 '/2" IN
STUD _
(8) 10d x 1','�" IN
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
HTSM20
TRUSS/RAFTER
HTWM20
TRUSS/RAF TI-R
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48" 0 x 7" EMBED EPDXY
r§8" 0 x 7" EMBED EPDXY
(12) 10d x 1 ''/2" IN
(4) %" x 3" WEDGE B(JL
STUD
(5) 8d x 1'/2" IN
OR EQUIVALEN IF; S L1' ,'
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(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
ABU66
4 " 0 x 7" EMBED EPDXY
PAU66
§ " 0 x 7" EMBED EPDXY
H2.5T/
TRUSS
RT7/
TRUSS
(NOTE 6)
(12" EMBED AT GARAGE
(12 EMBED AT GARAGE
HA8
(5) 8d x 1 /2 IN
RT7AT
(5) Sd x 1 ;': IN
DOOR RETURNS)
DOOR RETURNS)
TOP PLATE
(5) 10d x 1'/2" IN
TOP PLATE
(5) 10d x 1 ;=." 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 /2 IN
TOP PLATE
(5) 10d x 1 ii iN
TOP PLA7 E
(16) 1Od COMMON Tt�
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
HUC410,
HEADER
HD4101F,
HEADER
TRUSS/RAFTER
TRUSS/RAF TER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
LGT2
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LUGT2
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BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
OR EQUIVALE1,17
HUC212-2
(22) 16d COMMON IN
HEADER
HD212-21F
(22) 16d COMMON IN
HEADER
(26) 16d SINKER
(28) 16d SINKER IN WALL;
10 10d COMMON IN BEAM
10 10d COMMON IN BEAM
LGT3
IN WALL FRAMING
(12) SIDS '/V x 2'/2"
LUGT3
FRAMING
(12) WS25
(4)YV x 1 '/2" SDS SCREW
(4)'/4" x 1'/2" WS15 SCREWS
IN TRUSS
IN TRUSS
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
- - ----
HGA10KT
(4)'/4" x 3" SIDS SCREWS
HGA10
(4)'/4" x 3" WS3 SCREWS
IN TOP PLATE
IN TOP PLATE
SDWC14500, SDWC15600
NO USP EQUIVA.LEN ,
(4) SDS''/4" x 1 ''/2" SCREWS
(4)'/4' x 1%" WS15 SCREWS
HGAM10KT
IN TRUSS/RAFTER
HGAM10KT
IN TRUSS/ RAFTER
(4) '/4' x 11/4" WEDGE BOLT
(4) %" x 2'/4" TITEN SCREWS
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 ALTERNAI I-S
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 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 REQUIRES
Y." O x 2 1/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 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 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 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.
OR Ors `_,Hf,' L fvlFANi IA c 1THLF OPTION PROVIDED IS AN EQUAL
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TRUSS TO T(;P PI. , I
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TYPICAL ROOF DECK
SHEATHING. SEE TABLE 2:
WOOD STRUCTURAL PANEL
SHEATHING REQUIREMENTS
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 HTA16-18 IS IMPROPERLY
INSTALLED, ATTACH TRUSS
TO BOND BEAM W/ HTSM20
OR HTWM20)
PROPERLY WIND LOAD RATED
SOFFIT MATERIAL
CONTINUOUS @ PERIMETER.
SEE TABLE 1. COMPONENT
AND CLADDING DESIGN
PRESSURES ON SHEET ST-1
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BEAM W/#5 CONTINUOUS
WALL SECTION AT ROOF (COMA HEEL CONDITION)
(THIS SECTION IS TYPICAL FOR ONE A.ND =1V0 STOR, AP' -
• EVERY OTHER STUD TO BOTTUr.1
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• EVERY KING STUD TO BOTTOM I ,
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8" PARTIALLY GROUTED
EXTERIOR CMU WALL W/
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PROVIDE DOWELS TO MATCH
! I VERTICAL WALL
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CONTfi
2x NO 2 SYP BLOCKING TO FIT TIGHT
BETWEEN TRUSSES, (3)10d TOE -NAIL @
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FOR HEEL HEIGHTS < 9"
3/4" BETWEEN TOP OF WOOD PANEL
AND CENTER OF FASTENERS.
MIN 1V12' EXPOSURE 1 PLYWOOD RIM @ RAISED
HEEL TRUSSES INSTALLED WITH LONG
DIMENSION PERPENDICULAR TO TRUSS END
VERTICALS, ATTACH TO TRUSSES AND
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'/z" IN TRUSS (NOTE: IF META12 OR
HTA16-18 IS IMPROPERLY INSTALLED,
ATTACH TRUSS TO BOND BEAM W/
HTSM20 OR HTWM20)
FOR MISLOCATIO
FASTEN 2x6 NO. 2
TO TRUSS W/ MIN (
FOR MISLOCATIOI
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THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
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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