HomeMy WebLinkAbout8190 Wheat Stone Dr)ocuSign Envelope ID. 2E7D828C-2E90-441F-BAA6-5C620B3CCED4
DRAWING INDEX
ARCHITECTURAL
SHEET NO.
I SHEET NAME
A000
ARCHITECTURAL GENERF N
A110
1st LEVEL FLOOR_ PI -AN
A200
ELEVATIONS
A400
WALL SECTIONS
A500
DETAILS
A501
DETAILS
A502
DETAILS - IF APPLICABLE
i
■
STRUCTURAL
SHEET NO.
SHEET NAME
ST-1
ST-2
STRUCTURAL SPECIFICATIONS
FOUNDATION PLAN
ST-2.D
FOUNDATION DETAILS
ST-3
1st LEVEL STRUCTURAL PLAN
ST-3A
1st LEVEL ROOF FRAMING PLAN
ST-5
ST-6
TYPICAL WALL SECTIONS _
SECTIONS AND DETAILS
DR HORTON
A4DI3 DELRAY ELEVATION B
Abbott Park,, LOT 044=03
ELECTRICAL
SHEET NO, SHEET NAME
E100 1st LEVEL ELECTRICAL PLAN
4917S'
BUILDING CODE SUMMARY
THE Pi _)JECT SHALL COi+.� PLY Vdll H AL[- APPI
i,_A.; LF= SATE ;ND LOCAL CODES
FL BUHAMNG CODE RES!DE:NTVIAL 2017
FL BUit-OiNG CODE - FUEL GAS: 2017
FI_ BUILDING CODE - 110f' 161NG 201 -
NATIONAL ELECTRIC CODE 2014
Fi HUIL; )ING C) f= MF(':I NICAI "C1'
L.. FIRE PREVENTION CODE' 201?
FL F3UE1-[)iN(= C;::i(JE E NE\C Y C0NSEP.',''> T''C-N
2:, ,
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COWiTRUCTION TYPE VB
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f2'^,;P ;.E(i' NO
' ZC%Nltti COC;F
Pl,'OP- ,ED STNUC:'I"I_iF'.c `VI?H
'!HE Ric .'*djk;EMENTS OF CHAPTER 656,
Li-)NiNG CC?DF .--OP. !AL CiSi Nip'."i
t. !N('I. -Mf='A ULDG HGT OF 35'
AREAS
VOLUMES
1st F'.cor C 4 SF
;rand total 18982 CP
i_,1N —•0 N D 1T10 e 'D AR E
v8i:7e u�`'d ..
:�;: ; I
REVIEW (]ATE Auk 1 9 7020
CITY OF ZEPHYRHIL
PLAN EXi�MINER
ALL WORK SHALL M- PLY WITH PREVAIL
CODES FLORIDA 6011 UINr; t?DE.
NATIONAL ELE.CTPIC; rc�rjr .
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)ocuSign Envelope ID: 2E7D828C-2E90-441F-BAA6-5C620B3CCED4
Footer 1
Re -Bar (sized
according to r
foundation plan) '
n'
n
#4 awg CU bare w/ 10' stubbed
outside of slab at service o
location. Connect to footer steel LO
w/ (2) ground clamps 5' apart .._ °a
A 1
UFER GROUND DETAIL
N.T.S.
C ! - :CAL RISER DIAGRAM
0)NAL OVERHEAD
Vk -_ SAME AS 150 - #1 Copper or 2/ 0 Aluminum
EP ;ROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2"
KVIC E Conduit.
A/C DISCONNECT
ME' FIR MAIN
DISC. #12 COPPER TO APPLIANCES AND GFI
2000 AMP - 0 TYPICAL
� M
ELECTRICAL _ #14 COPPER TO LIGHTS AND OUTLETS
-... PANELUNDG#10 COPPER TO WATER HEATER
SERV. BY #8 COPPER TO RANGE
ERV. B
POWER CO. #6 COPPER TO HVAC
#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER.
A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH
B) BONDED TO CONTINUOUS FOOTING STEEL
\ INTERSYSTEM BONDING TERMINATION PER NEC 250.94
)TL
EC A1_ MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
1O` )NS OF THE NFPA 70, 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.
• 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
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
RECEPTACLES SHALL BE LISTED AS WEATHER
RESISTANT
• PER NEC SECTION 406.11 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
APPROVED EQUAL
• 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
EXTERIOR ELEVATION GENERAL NOTES
• INSTALL ROOF VENTING PER MFR WRITTEN
INSTRUCTIONS PER FBC R806
FRChJ? Lr\`" 11;: PJS BANCV1. Nd . MOL.Diti( ;
COL UMr AND TRIIJI SHAL . 5�C;. •IVE A SANG,
• ALL OVERHANG DIMENSIONS ARE TO EDGE OF
FINISH E. t _E'J.,; I:}N 7fi !=)LP"TFi OR f:AI ECJ
RAFTER. REFERENCE WALL SECTIONS/DETAILS
BAiNDiN:_
FOR ALL OVERHANGS NOT DIMENSIONED.
• SIDE AND RF-AR F I-F.VA.TIQNS BANDING, AROUND
WINDOV%/S AND DOORS MAY BE OPTIONAL PER
• ALL UNDERLAYMENT MUST BE INSTALLED IN
COMMUr.�I h' SPECS SEE COMMUNITY
COMPLIANCE WITH FBC R501.1.1
SPECIFICATIONS OR CONSULT THE
CONSTRUC' i(JN MANAGER ALL BANDING;j SHAL L
• EACH 4' OFF RIDGE VENT REQUIRES (1) 46" x 3" CUT
RECEJV-1_ :> F, ^.ND r I N 15 H
OUT IN ROOF SHEATHING PER MFR WRITTEN
INSTRUCTIONS
SEEFY
SPECIFICATIONS OR CONSULT THE
CONSTRUCTION MANAGER, SEE STRUCTURAL
SHE_l�TS =()R SHEATHING REQUIREMENTS
i
• FLASHING SHALL BE !NSTALLED AT WALL AND
ROOF INTERSECTIONS DECK AND WALL
INTERSECTIONS, AT GUTTERS. AT ALL CHANGES IN
ROOF SLOPE OR DIRECTION, AND AROUND ROOF
OPENINGS
• WINDOW PAN FLASHING SHALL_ BE IN
ACCORDANCE WITH FBC R703.8
• WALL. HEIGHTS VERIFY ALL BEARING WALL
HEIGHTS WITH FINAL TRUSS LAYOUTS
ROOF VENT CALCULATION
FORMULA:
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES
OF CEILING
*144 SQ. IN. = 1 SQ. FT.
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED / 2 = 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
• LATH PER FBC P703 7 1 LATH A.ND LATH
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CORRUS!UN-Rr=..`!STAiv?' iv^A,TE:I�;I/\LS ty,PAPv�_�1�:'
METAL OR VOVE'N WIRE: LATH Srii- 1_ RE
ATTACHED'VwITL1 1 lit �NC'H-LONG (38 MN/1), 1 1 GATE
NAILS HAVING_ A ,106-1^t(_ H ( 11 1 MNI) HEAD l'P
7/8-INCHLONG (22 2 Wvl) 16 GAGE S f AF'LE5.
SPACED NOT MORETHAN 6 INCHES (152 MM) OR
AS OTHERWISE APPROVED
• PLASTER PER; R.7C"3 ?i.:^.S TL=R!rJG A%!TH
PORT"LANE) CH-1MV=NT P!_I " _R S= IAL L RE NOT LE.S
THAN Ti;RE !--'OATS S ,t IiH L RE /1 PLED v /E:R 1 r1LT'.!.
LATH UR virr �? NC%�coc r_I
,,
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MASONRY C()NCRFTi:, r R i Uh t.-PFtk i?`IATi'.i!=
TREATED'l'JC)OD OR D'r_i k'+'r-RE-SISTAN;
SPECIF;F. D IN SFC70l'l R_`_` ' C)R (',YI ,c 1.1IVot
EACKINC iF , LIL. PI_A.' �'' �E S
COMP!.' TELY C ;,,'ERECT ?V `✓E^TEE, UF? ��TFit=R
FACING n,I T F F1AL OR IS E' ELY
CONCEALEL? °!._;'" TER Ar_'F'Li'.ATION 1`117EIED RE=.
GINL_`'1VVO C._,A1,'S, PRCv!: EU T 1F 1"01iAL.
I
THICKNESS IS AS SET F UFt T l i iN TABLE R702 111;
ON VIJOGD-FRAIti1t CGN 1 r�JC11ON'JVIT!3 AIN
ON-U`RADE F'L.O(.)R SL;;o r j FEM XT`tR!OF1
PLASTER SH:=ALL. BE: AI!11PL1:t Tv COVER, SU 1' ,NOT
(EXTEND BELOW LATH, PAPER AND SCREED THE
PROPORTION OF AGrREGATE TO CEMENTITIOUS
MAT--RIA.LS SHALL. E;E Al CET FORTH IN TABL_F
r 702 1(3
• V",EEP 5CREED PER R:'u3 7.2.1 A MINIMUM
NCH ;J 5 MIVI) (NO 26 GALVANIZED SHEET
GAC t. CC;'r'.ROSION-RE:S!STANT WEEP SCREED OR
P!_A3TIC WEEP SCREED WITH A MINIMUM
v R l"IC:A'_ A fTA( HMENT FLANGE OF 31/2 INCHES
Il50 MM) SHP,LL. BE PRO',1,0-D AT OR BELOW THE
UNDF,TION PLATE LINE ON EXTERIOR STUD
;/VA!_I..S IN ACCORDANCE U%I; TH ASTM C926 THE
t"vEEL' SC:RF ED ;HALL BI E LACED ^ L_ESS ?_! LAN
4 INCHES ( 102 M M) ABOVE: THE EARTH OR 2 i NCI ;ES
(31 !1i�M) r" 50F /E F'/;VED r-,IllcAS AND SHALT- 6E 0i= A
TYPL: 1 Hi`-,T vvll._L ALL.0`,v TRAPPED WATER I C?
DRAIN TO TH_ EXTERIOR OF 'THE BUILDING I HE:
WFi,THE R RE: SISTANT t3i>.; RIFl SHALL i.AP THE
ATTACHMENT FLANGE THE EXTERIOR LATH SHAL!_
COVER AND TERMINATE ONTHE ATTACHMENT
FLANGE OF THE ',f"JEEP 2'(1*PEEL:)
• WATER -RESISTIVE BARRIERS PER R133.7.3.
WATER -RESISTIVE BARRIERS SHALL BE INSTALLED
AS REQUIRED !N SECTION R71 U3 2 AND,WHERE
HERE
APPLIED OVER W(DOD-SASFD SHEATHING. BHA L
INCLUDE A 01ATER-RESISTIVE VAPOR -PERMtABL.E
BARRIER WITH A PERFORMANCE AT LEAST
EQU!VA1 F_NT TO TWO LA`S ERS OF GRADE I)PAPER,
THE INDIVIDUAL LAYERS SHALL BE INSTALLED
INDEPENDENTLY SUCI i Tt-IAT EACH LAYER
PROVIDES A. 'SEPARATE CONI INUOUS PLANE AND
ANY FLASHING (INSTALL Eli IN ACCORDANCE WITH
SECTION R703.4) INTENDED TO DRAIN TO THE
WATER -RESISTIVE BARRIELR IS DIRECTED
BETWEEN THE LAYERS'
GENERAL NOTES
AL L CONSTRUCTION SHALL. MEET THE LATEST
EDITION OF CODES ADOPTED BY THE LOCAL
GOVERNING AGENCIES
i
• PER FBC R302.5 NO OPENINGS FROM A PRIVATE
GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING j
AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD,
INSULATED STEEL OR 2.0 MIN. FIRE RATED DOORS
NOT LESS THAN 1.3/8 INCHES THICKNESS, EQUIPPED
WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE
GARAGE OR PENETRATING THE WALL OR CEILING
SEPARATING THE GARAGE AND DWELLING SHALL BE
CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH
MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR
OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE
• PER FBC TABLE R-302.6 GARAGE SHALL BE
SEPARATED FROM RESIDENCE AND IT'S ATTIC W/
MIN. 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
FLOOR -CEILING ASSEMBLY. ANY STRUCTURE
SUPPORTING THE ASSEMBLY SHALL BE PROTECTED
W1 MIN 1/2" GYP BOARD
I
BC 302 PER F R' 1 _7 ;N COMBUSTIBLE CONSTRUCTION
I
WHERE THERE IS USEABLE SPACE BOTH ABOVE
AND BELOW THE CONCEALED SPACE OF A
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
• PER FBC R-312.1 PORCHES, BALCONIES OR RAISED
FLOUR SURFACES LOCATED MORE THAN 30" ABOVE
F: NISHED FLOOR OR GRADE SHALL HAVE GUARDS
NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2
OPEN SIDES OF STAIRS WITH A TOTAL RISE OF
MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE
SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT
MEASURED VERTICALLY FROM THE NOSING OF THE
TREADS
• PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN
SIDES OF STAIRWAYS, RAISED FLOOR AREAS,
BALCONIES AND PORCHES SHALL HAVE
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES
WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4"
OR MORE IN DIAMETER
• PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES
OR FENCES CONTAINING OR FACING HOT TUBS,
SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR
SWIMMING POOLS WHERE THE BOTTOM EXPOSED
E^GE OF THE GLAZ ING 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
• PER FBC R312.2, PROVIDE WINDOW FALL
PROTECTION IN ACCORDANCE WITH R312.2.1 AND
R312.2.2
• GAS OPT. PER COMMUNITY. VERIFY WITH BLDR
• C.J. = RECOMMENDED MASONRY CONTROL JOINT
LOCATION
• ALL FINISHES, MATERIALS, HOUSEWRAP, WINDOW
AND DOOR FLASHING. TAPING AND SEALANTS TO BE
INSTALLED PER BUILDER PROVIDED
SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS
• ALL FINISH DETAILS & TYPICAL PLAN NOTES
PROVIDED BY BUILDER IN ACCORDANCE WITH
TYPICAL BUILDER SPECIFICATIONS
• REFER10 STRUCTURAL ENGINEERING DRAWINGS
FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND
SPACING
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9'-4"
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2'-8" T-6" 3'-4"
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ELEVATION KEYNOTES
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200 - CONCRETE TILE ROOF
201 - SHINGLE ROOF
202 - TAMKO OFF RIDGE VENT
203 - LOMANCO ROOF VENT
204 - MILLENNIUM ROOF VENT
220 - FOUNDATION WALL FINISH LINE WISTUCCO PARGE COAT
221 - CEMENT PLASTER FINISH - OVER CONCRETE
MASONRY SHALL. BE 1/7' THICK TEXTURED PER
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SCE GENERAL NOTES A000 FOR SPECIFICATIONS
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S14ALL BE 718" (3 COAT) TEXTURED PER COMMUNITY
SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER
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225 - FIBER CEMENT BOARD & BATTEN SIDING
226 SYNTHETIC STONE VENEER
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240 - EXTERIOR EX)OR SIZE PER FLOOR PLAN
269 - 2"x TRIM - SIZE AS NOTED
260 - CV BAND - SIZE AS NOTED -1" PROJ U.N.0-
261 - CV BAND - SIZE AS NOTED - 2" PROJ U.N.O.
262 - 1"x •TRIM - SIZE AS NOTED
263 - DECORATIVE SHUTTER -- SIZE AS NOTED
ZCA DECORATIVE BRACKET AS NOTED - OR EQUIVALENT
265 - DECORATIVE LOUVER - SIZE AS NOTED
266- 4"DECORATIVE DRAIN'TILES
267- 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND
COLOR IS DETERMINED BY THE BUILDER'S SPECS
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LOAD DESCRIPTION LOAD (VA) FACTOR VA7
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DESIGN CRITERIA AND LOADS
Building Code
Florida Building and Residential Codes 6"' Edition , 201 7 )
Code for Design Loads
ANSI/ASCE 7
ROOF LOADING' ................ .
TOP CHORD LIVE LOAD ......
TOP CHORD DEAD LOAD..... ....
BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE
ATTICS WITHOUT STORAGE..
BOTTOM CHORD DEAD LOAD...
WIND LOADING ................... _
ASCE 7-10, 3S GUST............ _ _
BASIC WIND SPEED
C, = 1 25
20 PSF
7 PSF !TILE
20 PSF
10 PSF
(NON CON(_.
5 PSF
C,J= 160
139 MPH
EXPOSURE CATEGORY........ -. _
C
BUILDING CATEGORY..........
II
ENCLOSURE CLASSIFICATION.. _
ENCLOSED
INTERNAL PRESSURE COEFF....
0 18
C&C DESIGN PRESSURES........
;SEE 1 ABI E
FLOOR LOADING ..................
C, - 00
TOP CHORD LIVE LOAD...... ..
40 f SF
TOP CHORD DEAD LOAD.... _
10 PS1
BOTTOM CHORD LIVE LOAD..
0 PSF
BOTTOM CHORD DEAD LOAD
5 PSF
SPECIAL FLOOR (GAME ROOM) LOADING
C,, = 1 on
TOP CHORD LIVE LOAD .....
�0 rSF
TOP CHORD DEAD LOAD.....
10 PSF
BOTTOM CHORD LIVE LOAD
0 PSF
BOTTOM CHORD DEAD LOAD
5 PSF
MAXIMUM FLOOR TRUSS SPACING
16 O C
DEFLECTION CRITERIA
ILL 240
ROOF TRUSSES .............................
TL r 180
TL MAX 1' UP T
LL % 480
OPEN WEB FLOOR TRUSSES TL r 360
LL i 480
TL 240
WOOD I JOISTS ................... TL MAX '/l"
IILL 360
BEAMS' ............................... .. TL ! 240
NOTES:
1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR 'A`
ABOVE SHALL NOT EXCEED 3/4" DEFLECTION
TABLE 1: COMPONENT AND
CLADDING DESIGN PRESSURES
WINDOWS AND DOORS
EFFECTIVE
WIND AREA
ZONE DESIGNATION
IZ - Interior Zone (psf) EZ - End Z:-,,
0-20 ft2
+28.54 -30 96
28 54
f,)7 17
+'S 57
21 - 50 ft2
+27.17 -29 59
51 - 100 ft2
+25 52 -2,- 94
+24 25 _' 6
101 - 200 ft2
VINYL SOFFIT MAX PRESSURE psf r t
GARAGE DOOR PRESSURE ' 1
END ZONE KEY MAP
END ZONE: END ZONES SHALL BE TAKEN
AS THE 1ST 4.0' PER FIGURE R301.2 (7)
I--
1 STFW 0R
4.0 FT
(T'P)�
F_
DES!, ,N,
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
NOTES 3A
p O
STUCCO AND DIRECTLY
MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR ('/,8" 24/16
w =
ADHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
^
1- N
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(NOTE 6)
FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
wwhw-
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ALL OTHER VENEER
D VERTICAL OR HORIZONTAL
MIN /8 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED
aQ
(NOTE 8)
W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES),
>
6" O.C. AT PANEL EDGES, 12" O.0 IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
Y O
TILE ROOF
MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
z =
w
(NOTE 7)
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O C AT PANEL EDGES AND
o T_ w
8" O.C. IN THE FIELD _
O w
-r
SHINGLE AND METAL ROOF
MIN �/s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
.�
0
(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:
2%32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O C IN THE
(NOTE 5)
FIELD.
F
I
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 '/" EXTERIOR GYPSUM
CEILING BOARD, FASTEN w/ 5d x 1 " COOLER NAIL. OR NO.6 x 1 /n" LONG SCREWS @
_-
4" O.C. EDGES, 8" O.C. FIELD
NOTES
I FOR SHEATHING THICKNESS GREATER THAN 1/32" CATEGORY (32/16 SPAN RATING), USE 10d RING SHANK NAILS IN LIEU OF 8d RING
SHANK NAILS. (0.148" x 3" LONG).
2 COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
3 ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
4 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" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
SPECIFICATIONSALLOW MIN
BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER ,
STRUCTURAL REQUIREMENTS ARE %6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
7 "A>" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY
AND INSTALLATION REQUIREMENTS ALLOW,'%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
NOTES 1. 2. 3. 4
--11
DIAMETER
LENGTH
8d COMMON
0.131"
2-Yz"
8d RINGSHANK
0.113"
2-%8'
1 Od x 1-'/z"
0.148"
1-'/z"
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-'/a"
16d SINKER
0.148"
3-%"
16d COMMON 110.162"
1 3-Yz"
TABLE 5: FASTENERS IN
PRESSURE TREATED LUMBER
F777PRESERVATIVE
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
SHALL NOT EXCEED 75% 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.
5 FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE 1/2' 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.
6 MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
7 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.
8 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.
9. 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 15'x15' 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.
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.
PRE-ENGINEERED TRUSSES & I -JOISTS
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.
2 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.
TABLE 7: METAL CONNECTOR SCHEDULE
MOTFC 9 1 A
USP & SIMPSON CONNECTORS IN CORRESPONDING ROWS BELOW ARE EQUAL
ALTERNATIVES AND MAY BE CONSIDERED INTERCHANGEABLE T�J�
SIMPSON
SIMPSON FASTENERS
MITEK
USP FASTENERS
SIMPSON
SIMPSONFASTENERS
MITEK
USP FASTENERS ,
-- -- -�I
(8)'/. X 1 %" SIDS SCREWS
(8)%" x 1 W WS15-GC
DTT2Z
IN STUD %" 0 X 4 '/z'
WOOD SCREWS IN STUD
(9) 10d COMMON
(9) 10d
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
EMBED EPDXY
% 0 x 4Y.' Y
CS18
EACH END
C2
S0
COMMON jl
SCREW ANCHOR
OR SCREW ANCHOR
EACH END !i
(18) 0.162" x 2 '/z" IN
(18) 0.162" x 2 W IN
HTT4
STUD/BEAM/TRUSS
STUD/BEAM/TRUSS
(7) 10d x 1 '/"
(7) 10d x 1 Yz"
(NOTE 2)
48' 0 x 6" EMBED ANCHOR
HTT45
fie, 0 x 6" EMBED ANCHOR
MTS12
EACH END
MTW12
EACH END
IN CONCRETE
IN CONCRETE
!!
(26) 0.162" x 2 Y2" IN
(26) 0.162" x 2 '/z" IN
JI
HTT5
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MSTA24
(g) 10d COMMON
MSTA24
9 10d COMMON
O
(NOTE 2)
48 0 x 6" EMBED ANCHOR
V 0 x 6 EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(20)%" x 3" SIDS SCREWS
(24) 3" WS IN STUD
HDQ8-SDS3
IN STUD GROUP
PHD8
GROUP 7 " 0 x 12" EMBED
e
MSTA36
(13) 10d COMMON
MSTA36
(13) 10d COMMON
%" 0 x 12" EMBED
ANCHOR IN CONCRETE
EACH END
EACH END III
ANCHOR IN CONCRETE
(7) 10d x 1 %" IN TRUSS
(7) 10d x 1 %" IN TRUSS
(7) 10d COMMON IN
(7) 10d COMMON IN
META12
4" WET EMBED IN
HTA16-18
4" WET EMBED IN
MSTAM36
WOOD FRAMING
MSTAM36
WOOD FRAMING
I'
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(4) %' x 2 %"TITEN
(5) '/:' x 2 '/:' TAPCON IN
SCREWS IN MASONRY
MASONRY f
(8) 10d x 1 %" IN TRUSS
(9) 10d x 1 %" IN TRUSS
(11)10dx1Y2'IN
_
(11) 10d x 1 '/," IN
'!
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 ''/2" IN
(11) 10d x 1 ''/" IN
STUD
-
(12) 10d x 1 %" IN
(8) 10d x 1'/2'_IN j
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
HTSM20
TRUSS/RAFTER
HTWM20
TRUSS/RAFTER l
':I
NOTE 6
( )
4 " 0 x 7" EMBED EPDXY
8
� " x 7" EMBED EPDXY
8 0
(12)10dx1 %" IN
4 'W x 3" WEDGE BOt_ i
( )
STUD
(5) 8d x 1 Yz' IN
OR EQUIVALENT IN STUD!
-_I
(5) 8d xl1'/2" IN
(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
ABU66
48' 0 x 7" EMBED EPDXY
PAU66
48" 0 x 7" EMBED EPDXY
H2.5T/
TRUSS
RT7/
li;j
TRUSS j
(NOTE 6)
(12" EMBED AT GARAGE
(12" EMBED AT GARAGE
HA8
' z' IN
(5) 8d x 1 /'
RT7AT
(5) 8d x 1'/T" IN i{ i
DOOR RETURNS)
DOOR RETURNS)
TOP PLATE
TOP PLATE
HU48,
(14 ) 16d COMMON IN
HD48,
(14 ) 16d COMMON IN
(5) 10d x 1 %" IN
(5) 10d x 1'/" !N
HUC48,
HEADER
HD481F,
HEADER
H8
TRUSS
RT8A
TRUSS i!
HD28-2,
HUC28-2
(6) 10d COMMON IN BEAM
HD28-2,
HD28 21F
(6) 10d COMMON IN BEAM
(5) 10d x 1'/z" IN
TOP PLATE
(5) 10d x 1'/z' IN
TOP PLATE
-
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
(16) 10d COMMON TO
HUC410,
HEADER
HD4101F,
HEADER
LGT2
TRUSS/RAFTER
LUGT2
TRUSS/RAFTER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
(7) Y," x 2 %:' TITEN
(5) O" x 3" WEDGE_ PICLT
HUC210-2
BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
OR EQUIVALENT
(28) 16d SINKER IN WALL
(22) 16d COMMON IN
(22) 16d COMMON IN
(26) 16d SINKER
HUC212-2
HEADER
HD212 21F
HEADER
LGT3
IN WALL FRAMING
LUGT3
FRAMING
10 10d COMMON IN BEAM
10 10d COMMON IN BEAM
(12) SDS %" x 2'/z"
(12) WS25 Ya" x 2 Y "
(4)Y:' x 1 '/z" SIDS SCREW
(4)'/4" x 1 Yz" WS15 SCREWS
IN TRUSS
IN TRUSS II'
----- J
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
- --
li
HGA10KT
(4)%" x 3" SIDS SCREWS
HGA10
(4) %" x 3" WS3 SCREWS
IN TOP PLATE
IN TOP PLATE
SDWC14500, SDWC15600
NO USP EQUIVALENT
)�
(4) SIDS W x 1 1/2" SCREWS
(4)'/:' x 1'/2' WS15 SCREWS
HGAM10KT
IN TRUSS/RAFTER
"
HGAM10KT
IN TRUSS/ RAFTER
(4) Y:' x 1'/;' WEDGE BOLT
(4) %" x 2 TITEN SCREWS
OR EQUIVALENT IN
IN MASONRY
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 %" 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
''/4" 0 x 2 %" 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 T 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.
rn
LEGEND N
r..!J ; I!A7 EITHER OPTION PROVIDED !S AN Ei)UAL
AL + ERNN. iiVL. FOR 0E i�P ULA (ION SHOWN E
0,
I � I
UNC, UNLf_ ��.� NO !_�� •_I , f ! ...!., :•ISc ��N PLAN OR DE FAIL p
FC?R ENGINEER OF REC0F?r) V
FAN EACH WAY O
04
! SO ? i iE ?N i I I Ov i' iJT: C
APEX
OR (D
ON
Ltil 1 55E TiMBERSTRAND LSL ENGINEERED LUMBER, 1 'in" WIDE UNO C)
O
' 1 ::" ', flF_ I_ `:L BFA?V1S .ARE EQUIVALENT TO 2-PL.Y 1 ia" BEAM) t
i-
'vL LOE L'.'L EN !NLERED LUMBER, 1 ia" WIDE_ �
G ct
.....tNi�INLERED LUMBER, 3 /," 1/VIDF=, UNO. N
Z PRUPEkLr ,.. ,ELL :;PEN'JV'i:E3 HEADER cM
_J
INTI=_RIOR R(,- F L G '.D SF ARIfvG WALL, SPECIFICATIONS U- �
OUTLINE) ON IYPK,:,`.I.. 'HALL SECTIONS. DETAIL SHEETS L
d t S
_ INTERIOR DE -A ;IN(. ',VALL'WITH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J �
J
x" lXS =d BOT ! CM PLA , E AN; •�GRAGE IS 3 " ANCHOR ;a) 8'-0" O.0 (UNO ON FRAMING PLAN OR true design studios
SW SPECIFICATIOW-1 Z
STRUCTURAL iPdOOD BEAM On
Y 9000 REGENCY SQUARE BLVD.
STUD COL UMN KEYNOTE U
Q SUITE 100, JACKSONVILLE, FL 32211 ui
- NUMBER OF SDWC15600 CONNECTING TOP PLATE TO STUDS. 0
- --- - NU%IB=R OF STUDS EIELC\JV BEAM/GIRDER TRUSS. STUDS
j -_ _. _- - . TO N.`i,",.TCi 1 'AY-1i. I RANAING SIZE AND GRADE, UNO, W C
2'IUDSIU"C Cy
_
;; iE LOCATION OF THE STUD COLUMN AUC�iT10NAl.;;L��.,:I;'r'F"t:'I; _ ' N
2 I ANCHOR
j
BOl ;OM OF S'iUD COLUMN CONNECTION 1SI_ LEV'Cl_. 1 UD ui)L'_1MN HOLDDOWN REQUIRED AT BASE OF COLUMN 0 L_
> as'2ND I_EVE I_ S ( UD i:.OLUMN. STRAPPING REQUIRED FROM 2ND LEVEL J COLUMN TO ?ST LEVEL STUDS/HEADER/BEAM. m
IS BOTTOM WITHIN I
"ANCHOR" hE • 111RL PLATE ANCHOR Vll ..iIN 3" OF STUD COLUMN W
i ..
- - - - -- -- NUM3E R OF SD1,%1C , r43 - CONNECTING STUDS TO BOTTOM PLATE Q
HEADER .T_PAPPING KEYNOTE; 0
-'-;TRAP` CONNECTING HEADER TO JACK STUD U)
{ >_ a)
__..iAI'LA`/4 . ; _ -- TYPE CF TB;',r' _,i)N!V1-C t ING HEADER TO JACK STUD 0 ?�
_ Z
KING!) P ,I !� T 1')N1 CONNECTION
! t i ({'7L-) .OWN REQUIRED AT BASE OF STUD GROUP 0
-- - 2r, L L V t=L D C; )I !_IMNI. STRAPPING REQUIRED FROM 2ND LEVEL STUD W
) l . , f-. :i CDSii-IEADER/BEAM.
RAPS AT BASE OF KING/JACK GROUP O
O
FRAMING KEYNOTE
L trJ !;DF: - t- NUr IE:i R )!= KIN(,)roDS EACH SIDE OF OPENING
-- - - - - - - HEADER N1AY BE FRAMED AS NON BEARING HEADER DUE TO LIGHTLY r'
LOADFD c'c)rJDITIONS ABOVE b v/
#2�f;Y' HEADFP LP/WING KEYNOTE Z W
(2) ,'.x M 1) 2 NUMBER OF KING STUDS EACH SIDE OF OPENING U)LU
W
L- -- -- NUMBER OF JACK STUDS EACH SIDE OF OPENING Z J Z
W
DEPTI I OF (:)AD -BE 1FiIN #2 SYP HEADER O w
r^
m
-- ---- -- _----- NUN/!L,c.(', .,, P, Ir_o ..•� , iC:.LEh. LLJ
ENI�311„- tr_ _.7_ i)it,t: _(_c?,_ter.. FRArd11Nv_ .�. t. _; I `: W
`.+ '4 i_St 1 .'2 - -- NUNIBLR OF KING STUDS EACH SIDE OF OPENING Z Q O
NUr10ER ,I ,:.r `> E.',C: ! SIDE OF OPENING Z > Q Q
-HEP.PER N,4z F to !i.Sl. LV,. PSL, OR SYS42) WW
j I - - DF_F'1 i i yr L..: ;i) t� r•RIN:, CWP HEADER J
MJv BFR (F I-"! I J:A.DER WIDE UNO) � 0 W W -
�
"
HEADER FRAMO x
U-U.
1 LL 1'EACER _;K '' P I<!(•J'; .,7� i)2? ;t'• _.. c L: FASTENED TO EACH O T HER WITH (2) ROWS 10d @ 8' O.C. Z r
,-T AGGERED Q Z
2 NON BE.A;RING HEADERS DUE TO LIGHTL'f LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN O O
EX FERIOR tIVAI 1. DO NOT REQLJIRF: LOAD BEARING HEADER, SEE PLAN. 0
FAE3TEN ALI_ MULTI PLY HEADERS TOGETIHFR WITH (2) ROWS 10d @ 8" O.C. STAGGERED ALONG EACH EDGE. W
4 FASTEN ALL HEADERS TO KING STUDS WITH (3)8d TOE NAILS O Z
5. IF I IE ADI'_R NCT SPECIFIED CON T ACT FNG!NEER OF RECORD 12- -
C, UNO ON PLAN. MIN (1) 8DVA 15600 i OF .rl T TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O Ix
a
CUNNEr, 1TOrN NEQUUIRED EACi i SIDL. OF JPENING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST U
FLOOR I IEADER WHEN A 2ND LEV(=.L FLOOR SYS EM IS ABOVE V-
7 -COP PLATE Tv I1EADER CONNFt.;1ION PER ONE OF i HE FOLLOWING (NO CONNECTION REQUIRED FOR Q W
OPENINGS 39" OP LESS, OR Al FIRS F FL()OR HEADERS WHEN A 2ND LEVEL. FLOOR SYSTEM IS ABOVE: J
• SIDWC 15600 @ MAX 32" 0 C AS SHO"4L "ALTERNATE SECTION (HEADERS).ST.5 Of Abbott Park Q
• SPH w, t12) 10d x 1-'/' ` 16" O.C. OR _j W
• DSP w,' (14) 10d x 1-1/z" L 16" O C. OR LL- This t TAAA
cally
• FASTEN TRUSS DIRECTLY TO HEADED wl IMTS OR HTS w/ (14) 1Od x 1-?/" (OR EQUAL APPROVED BY EOR). Q _�gn^d soalod.by_Ju t6A N4 haniacr __ W
8 CRIPPLE BI_CCKS BEI O>",' I_(:,�C) REA.R!NIG HEADERS ADERS MAYBE FRAMED AT 24" O.0 - PE on the date and/or stamp ~
U shown using a digital signature. Q
Z Z
0
FRAMING NOTES Q W
O PROJECT NO: W
SIMPSUN AC;I: r LiC ! IE ADHL ?i\%F_ (;r Eoi.)rAi_ ;)F1ALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS . J 2020.004113
ANCFiOF BG1 7iiREADFt : J!' r) :V'di.L(:D RE!NI�0PCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
- i`-. (I;;i-�r P.`; SP!_;�iFIEt� E?Y ?>•i.4NE : i`rPli.Ai.t_Y 1�1�'i' i-C? i;n vREATER THAN SPECIFIED ANCHOR DIAMETER). Z O
DRAWN:
ADt;r_SI It .Fi'(_?XY MUST F!Lt THE r It^I C :r; it !L CON( REiTE AND JUOOD L3O770M PLATE MANUFACTURER'S2 DO
5PF.0=i:)r•.Ti':iNr; MUST E P FOLL0` .1 r` r �,'✓ PF..OPER INlSTAL[ATION W --_-- - O
ER C>!'!=.C;iIEC• ::'(v Dh.r'..`P,!!JGS i;, INi1 E NE)r:D FOR CRY tJSF ONLY, UNO ALL WATERPROOFING AND FIRE SAFET II-_
CHKD.
1 i t.; ARE I i FL i. :NS!t •li-i' 1' t`'l "I i;_ ?;t �r:'i N,;CTOR AND .ARE TO t DESIGNED AND DETAILED BY OTHER. EAF U)
LL i1L •,L ;•)NINL UF:b .PLCn IEL' t-ry :` A ; i,KE IN A1DD!TION TO FR.411VAL, rAS rENER REQUIREMENTS LISTED IN W W
r,81_C 7.3G4 ,+ 1 J
4 Bt AMS iDENTIFIFI) BY NIJMNER ON PLAN 7,F<F 10 BE PROVIDED BY TRUSS MANUFACTURER. Q Q
Fµ -I FN! = LI M1 JI_`I-PLY S IUD CULLIMNS 'JC) i:ORNi 25 FOGE T HER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. U
UPPF 1.E`1(_L NIIJLTI-PLY S1UD GR:.-, 'S i FLCikl% AD. C;lRIDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR Q `,�{Si%N LAIt{1{111/���' in
SY : (cl`r 10 Ft 'iiNDr 'l f0(•;, iN0? hi:;: li:L,:? Fs_LO'Jd! 1EADER JACK/KING STUD GROUPS) �%%%N/ ��W
t AE : UrIl t•i.l S i UDS -0 BC)-11TOM AND TOP PLATES WITH (4)Sd TOE NAILS OR (2)16d COMMON END NAILS. i- ,�� ,J.•• G E N &; •;C9 ���� �
if U_� rI,, Ai L) RAF i EF S i rT C;i> Pi A- T ES WITH (3)8d TOE NAILS 00 �� •• �� $ ••• Z
Li r:�'i li '1 Pi_'r RU��� G!i;uERS r'JN(_1 131N;i <,' HAVE SOLID STUD GROUP BELOW MATCHING GIRDER OR BEAM
t ii(:;KNF_ S:i ;ND MA. ICI I!NG VJAI-i o f UD SPr, .-ICATIONS AS NOTED ON STRUCTURAL PLAN, UNO. W * .' • NO 85166 * � Q
14 _r '�->,JAL :' i Ir: FFc r N_7tNII(�I'S!_d T Z
C' � RIB. i . , A I ,ES!GN !�S._L I�_..:.J ! � SHEATHED WITH H OSB OR PLYWOOD � = oo,sta by:
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O 06-01-2020 p
f= W
U REVISIONS:
No. Description Date W
(n J
U'
O I-
Z Z
= O
U �
w
x
w ST=1
a
CMUNETAL CONNECTOR ENGINEERING¢
)ocuSign Envelope ID: 2E7D828C-2E90-441F-BAA6-5C620B3CCED4
\ v ■
I �
<r
M
(V
I j
I
a
c-
70'-0"
8.41
—
59'-10"
—
————— — — — — —� I T-2.ID
0,
I
I �j f� A
1
1 — - - - -- -- UNDER DOOR
I
1 I -9 1/2"
4'-7 112" 4'-6" 2'4" 1 V-5" I 2'-4 1/2" 20'-8 1/2"
;c ND
29'-6"
r ■ I I 011
/ T-2.lD I I 16' I
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5
SIM 9" CURB I '
T-2.D VERIFY AC COND
o LOCATION W/
SITE PLAN
ISO UNDA IIO N PIA N
T = V-0" WHEN PRINTED ON 22"x34"
2020 V1.0
GENERAL FOUNDATION NOTES: 0
>
CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2 THICK AND O
HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI UNO. O O
• EARTH AND EARTH FILL SUPPORTING SLABS GRADE N APE
O
ASSU(49t D TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND � 0
SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. N U
COMPA.CT THE FILL. IN 12" LIFTS TO AT I -EAST 95% OF MODIFIED 00 N
PRCCTOR MAXIMUNI DRY DENSITY'. IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS. O O
• IF GONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE O cl
cl
5011 1S NOT SUITABLE FCR 2.000 PSF BEARING CAPACITY, CONTACT '
EOR:. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED.
• SL:DING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB
N
IN ACCORDANCE WITH THE BUILDING CODE. CONSULT N
Af<C liTE CTURAL FLANS FOR LOCATION OF SLIDING GLASS DOORS.
• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE -J
INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL LL
SECTIONS W
• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL J tds -6
RE -EN TRANT CORNERS. SEE "RE. -ENTRANT CORNER DETAIL" ON -J N
SHEET' S -2n true design studios
z
O
- - U)
9000 REGENCY SQUARE BLVD. O
FOUNDATION KEYNOTES: DC1 U c
Q SUITE 100, JACKSONVILLE, FL 32211
mo'fES APPLICABLE ONLY WHERE SPECIFIED ON PLAN O
;;EEP THICKENED I 12" DFEP FTG UNDER BOX CDfnL;t; F r 11 #4 CON'T I a , COLUMN, FTG TO BE v'
PROJECTED MIN 6" AS SHOWN Lli MONNAMMOM C
_ ® �
24'(3) #X4 E DEEP FTG U) N
C; 1+3 <_ c:dx 12" DEEP FTG L_� w/ 3 #4 EW � a a �
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TRUSS OR RAFTER TO BOND BEAM W/
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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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ZONING CODE. FOR RESIT.)EN'TIAI_ !NC!i;P;AX BLDG HG"f OF .5'
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2034 SF
2034 SF
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'218 SF
705- SF
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Footer
Re -Bar (sized
according to
foundation plan)
#4 awg CU bare w/ 10' stubbed J
outside of slab at service
location. Connect to footer steel
w/ (2) ground clamps 5' apart . I .
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UFER GROUND DETAIL
N.T.S.
LE . RtCAL RISER DIAGRAM
)P I !N,'�L OVERHEAD
REF"..'.:E SAME AS - 150 = #1 Copper or 2/ 0 Aluminum
1N1'd k(.-,ROUND 150 OR 200 200 = 2 /0 Copper or 4 /0 Aluminum in 2"
IMF' :,E!;VICE Conduit.
\ - � A/C DISCONNECT
METER MAIN
DISC 150 OR #12 COPPER TO APPLIANCES AND GFI
-
200 AMP TYPICAL
ELECTRICAL #14 COPPER TO LIGHTS AND OUTLETS
PANEL #10 COPPER TO WATER HEATER
UNDGND #8 COPPER TO RANGE
SERV. BY
POWER CO. - - #6 COPPER TO HVAC
N T #4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER:
A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH
B) BONDED TO CONTINUOUS FOOTING STEEL
- INTERSYSTEM BONDING TERMINATION PER NEC 250.94
TF
_E( '.1(-AL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
OF THE NFPA 70, 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.
• 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
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
RECEPTACLES SHALL BE LISTED AS WEATHER
RESISTANT
• PER NEC SECTION 406.11 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
APPROVED EQUAL
• 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
APPLjANCE
• 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
• 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 INC
OF CEILING
*144 SQ. IN. = 1 SO. FT.
BLDG. CEILING (SF) x 144 = BLDG (SO. IN.)
BLDG. (SQ. IN.) 1300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND
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 T-0" BELO
THE RIDGE OR HIGHEST POINT OF THE SPACE
BASIS OF CALCULATION: ("OR EQUAL" ACCEPTABLE
(a) OFF RIDGE VENTS - STAMPCO W/ 36 SQ IN (NFV
PER LINEAL FT
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORA
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 S FROM PROPERTY LINE
EXTERIOR ELEVATION GENERAL NOTES
• FRON_T Ei,EVA_11C)NS BANDING MOLDING ,
COI UMNS AV,JD -! RIM SHALL RECEIVE A SANG
RNiC.',H SEL. ELFVAi ION FOR DEPTH OR RF\I >tD
BANDING
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• SIDE'. AND rF:AR E ! F.V ATION� BANDING AROI IND
WINUO�AlS !,ND �l?F;S MAY BE OPTIONAL P[ R
COP WJINIT`r' SP::I:;S - SEE COMMUNITY
SPECIF!CATION`> OR CONSULT .; ! iE
CONSTRUCTION MANAGER ALL BANDING S 1.A1_L
RECciV4: A SAND FINISH
• ROOF COVERING SEE COMN1UN11 Y
jP C1F"ICATIONS OR CONSULT THE
CONSTRUCTION MANAGER SEE STRUCTURAL.
SHECTS FOR SHEATHING REQUIREMENTS
• FLASFIII JG SHALL. BE INSTALL i= D A F WALL. AND
ROOF !N T ERSECTIONS. DECK AND WALL..
INTERSECTIONS AT GUTTERS, AT ALL CHANGtt S !N
ROOF SLOPE OR DIRECTION AND AROUND ROOF
OPENINGS
• WINDOW PAN FLASHING SHALL BE IN
ACCORDANCE WITH FBC R703.8
• WALL HEIGHTS VERIFY ALL BEARING WALL
HEIGHTS WITH FINAL TRUSS LAYOUTS • LATH PER FBC R703.7 1, LATH AND LATH
ATTACHMENTS SHALL_ BE OF
CORROSION RES IST'ANT MATERIALS. EXPANC-1=
METAL OR WOVEN WIRE: LATH SHALL BE
ATTACHED WITH ! 1/2-INCH-Lc.)N( (38 NIM) GE:.'
NAILS HAVING A 7i16-iNCH (11 1 ![VIM) HEAD OH
v`?
HES 7/8-iNCHLUN(2.2 MM). 16 GA.GF STAPLES
SPACED N01 MORF THAN 6 INCHES (157 MNI) OR
AS OTHERWISE APPROVED
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• PL_ASTFR PERR7U3 PLASTERING V0TH
50% PORT! -/',ND ! EME=NT- PL/\STIR SriALL EL
THAN THREE C().A FS \INHERE .,\PPL!ED OVER I0L ', AL
LATH OR WINE L/NTH AND SHALL BE NC)T LESS
W THAN 'O COATS WHERE AFF'L_!ED OVER
MASONRY. CONCRETE, PRESSURE-PRESE RVAl IVE.
W TRFAT':D WOOD OPDECAY-PESI STANT WOOD AS
SPE:C'IFT.D !N SFCT!(_)N R31_0 1 OR GYPSUM
RAi.;K'r.,j� . 1r_ TH- ' P:_A, T'i.-'_R S!_IR-F ACE IS
r;,l ani.: :'.'✓ C•'.?'JEk't=D BY VENEER OR O'Ti� F'
) iS C(._)f0!PLE:TELY
G'aNCr:A�L PLAS LL ? :�PF'!_I :i, T ION NEED fi
A)i'F;OVIDi:D THE 1OTAL_.
T i - ;_ KNcSi�
UN `v'V(Y.)D-FRAME C+_)NSTRiJ(, I ION W!T H AN
TED ON-GRAOF: R-C)OR `'i_AB SYS-! F.-M EXTE�?I((.
PLASTER SHALL PE. APPLIED TO COVER, HUT NOT
EXTEND BELOW LATH PAPER AND SCREE[) THE
PRC)PORTION OF AGGREGA TE7 TO CEMFNTi-11-!0US
MATERIALS SHALL. BE AS SET FORTH IN TAB'.\=
' R7021(:3)
• WEEP SCREED PER R703 7.21 A MINIMUM
0.019-INCH (0 5 MM) (NO. 26 GALVANIZED SHEt-.T
GAGE) CORROSION -RESISTANT WEEP SCREED OR
PLASTIC WEEP SCREED, WITH A MINIMUM
I VERTICAL ATTACHMiENT FLANGEEOF 31+'? INC HES
(89 MM) SHC,LL B` PROVIDED AT OR BEL.OVV 'iHE
FOUNDATION PLATE LiNE ON L XTERIOr STUD
\NAi_LS IN ACCORDANCE WITH ASTM C926 THE-
VVEEP ':;CREED SHALL BE PLACED NOT LESS THAN
4 INCJILS (102 MM) ABOVE THE EARTH GF\) 2 INCHES
(5 1 MM) ABOVE PAVED AREAS AND SHALL BE C)r A
TYPE IHAT W!LL. ALLCAN TRAr'PED WATER TO
DRAIN .l0 THE EXTFRIOR OF THE B111Lr);NG THE
WEA T HER-RESIS1 ANT RARRIFR SHALL. !..1AP T HE-
ATTAACKMENT FLANGE -THE EXTERIOR LATH SHALL.
COVER AND TEPMINATE ON Pff' ATTACHMEr.!'-
FL-ANGL: OF THE'��;E_EP SGC,F_F�
• VV�11 �F, KE��!�TI'vi: F;i:F<k;rR: Pf=R R?U3 , 3.
WA ER F E.I;>TIVi: Fii`•RR!EK5 ;T1AL.L GE IIJSIr;i_l_i_i�
AS RI-C)o,IRE-L) 1N ';E-C. ;,9N R%;3.,.. AND 1'A'HE'hE
SE!EATHIN�ry ` i!?,'._L
INCLUDE A';^JA?'�.R
BARRIER V'VI TH A L'E:Ri=C>RMANCE AT LEAST
j EOUIVALENT TO TWO LAYERS OF GRADE D PAPER.
THE INDIVIDUAL LAYERS SHALL BE INSTALLED
INDEPENDENTLY SUCH THA-1 EACH LAYER
PROV!DES iA SEPAR6,TE CONTINUOUS PLANt AND
ANY f=L+-�SH!NG (INST'%ALL_ED !N ACCORD/ANCi- `di I H
SECTION R 03.4; iNTE-NOE-U TO DRAIN TO THE,
WATER -RESISTIVE RARRIER IS DIRECTED
8L:TVVEL:N THE LAYERS
GENERAL NOTES
• ALL CONSTRUCTION SHALL MEET THE LATEST
EDITION OF CODES ADOPTED BY THE LOCAL
GOVERNING AGENCIES
• PER FBC R302.5 NO OPENINGS FROM A PRIVATE j
GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING j
AREAS. ALL OPENINGS SHALL HAVE SOLID WOOD, I
INSULATED STEEL OR 20 MIN. FIRE RATED DOORS
NOT LESS THAN 1-3/8 INCHES THICKNESS, EQUIPPED j
WITH A SELF CLOSING DEVICE. ALL DUCTS IN THE
GARAGE OR PENETRATING THE WALL OR CEILING
SEPARATING THE GARAGE AND DWELLING SHALL BE
CONSTRUCTED OF MIN. 26 GA. SHEET METAL, 1 INCH
MINIMUM RIGID CLASS 0 OR 1 DUCT BOARD, OR
OTHER APPROVED MATERIAL AND SHALL HAVE NO
OPENINGS INTO THE GARAGE
• PER FBC TABLE R-302.6 GARAGE SHALL BE j
SEPARATED FROM RESIDENCE AND ITS ATTIC W/ j
MIN. 1/2" GYP BOARD ATTACHED IN ACCORDANCE
WITH TABLE R702.3.5. HABITABLE ROOMS SHALL BE j
SEPARATED FROM ROOM ABOVE W/ MIN 5/8" TYPE
"X" GYP BOARD, WHERE THE SEPARATION IS A
FLOOR -CEILING ASSEMBLY. ANY STRUCTURE
SUPPORTING THE ASSEMBLY SHALL BE PROTECTED
W/ MIN 1/2" GYP BOARD
• PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION
WHERE THERE IS USEABLE SPACE BOTH ABOVE j
AND BELOW! THE CONCEALED SPACE OF A I
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
• PER FBC R-312.1 PORCHES, BALCONIES OR RAISED
FLOOR SURFACES LOCATED MORE THAN 30" ABOVE
FINISHED FLOOR OR GRADE SHALL HAVE GUARDS
NOT LESS THAN 36" IN HEIGHT. PER FBC R-312.1.2
OPEN SIDES OF STAIRS WITH A TOTAL RISE OF
MORE THAN 30" ABOVE FINISHED FLOOR OR GRADE
SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT
MEASURED VERTICALLY FROM THE NOSING OF THE
Tq EADS
• PER FBC R-312.1.3 REQUIRED GUARDS ON OPEN
SIDES OF STAIRWAYS, RAISED FLOOR AREAS,
BALCONIES AND PORCHES SHALL HAVE
INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES
WHICH DO NOT ALLOW PASSAGE OF A SPHERE 4"
OR MORE IN DIAMETER
• PER FBC R-308.4.5 GLAZING IN WALLS, ENCLOSURES
OR FENCES CONTAINING OR FACING HOT TUBS,
SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS,
BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR
SWIMMING POOLS WHERE THE BOTTOM EXPOSED
EDGE OF THE GLAZING IS LESS THAN 60 INCHES
MEASURED VERTICALLY ABOVE ANY STANDING OR
,AIALKING SURFACE SHALL BE CONSIDERED A
HAZARDOUS LOGA FiGN. G.C. TO VERIFY IF
HOMEOWNER SELECTS ANY OF THESE ITEMS
LISTED IF ANY OF THESE !TEMS LISTED IS
INSTALLE SUCH GLAZING FACING THOSE ITEMS IS
TO BE TEMPERED
• PER. FBC R312.2, PROVIDE WINDOW FALL
PROTECTION !N ACCORDANCE WITH R312.2.1 AND
H312.2.2
• (.SAS OPT PER C01,1MUNITY. VERIFY WITH BLDR j
• G.J. = RECOMMENDED MASONRY CONTROL JOINT
LOCATION
• ALL. FINISHES, MATERIALS, HOUSEWRAP, WINDOW
AND DOOR FLASHING, TAPING AND SEALANTS TO BE
INSTALLED PER BUILDER PROVIDED
SPECIFICATIONS OR MFR WRITTEN INSTRUCTIONS
• ALL FINISH DETAILS & TYPICAL PLAN NOTES
PROVIDED BY BUILDER IN ACCORDANCE WITH
TYPICAL BUILDER SPECIFICATIONS �
• REFER TO STRUCTURAL ENGINEERING DRAWINGS
FOR ALL EXTERIOR WALL STUD SPECIES, SIZES AND
SPACING
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102 - DOUBLE WALL (2-2x4 U.N.U.) 000
103 42"DO HIGH HALF DIFFERS
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106 - INTERIOR ARCHED HEADER (from T-4" to 8') p
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RIGHT ELEVATION
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BUILDING HEIGHT AFF HEIGHT
ELEVATION KEY NOTES
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{SEE SHEET A000 FOR GENERAL NOTES)
200 - CONCRETE TILE ROOF
201 - SHINGLE ROOF
202 - TAMKO OFF RIDGE VENT
203 - LOMANCO ROOF VENT
i 204 - Ml LLENNIUM ROOF VENT
224 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT
2,21 - CEMENT PLASTER FINISH - OVER CONCRETE
MASONRY SHALL BE 112" THICK TEXTURED PER
COMMUNITY SPECIFICATIONS
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
.722 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS
SHALL BE 71W (3 COAT) TEXTURED PER COMMUNITY
SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER
CLACK WIRE LATH OVER HOUSE WRAP OVER EXTERIOR
SHEATHING PER STRUCTURAL DRAWINGS- LATH TO BE
FURRED OUT FROM BACKING FROM AN APPROVE
METHOD IN ACCORDANCE WITH FBC R703.7
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
223 - FIBER CEMENT LAP SIDING
22-4 - FIBER CEMENT SHAKE SIDING
225 - FIFER CEMENT BOARD & BATTEN SIDING
226 - SYNTHETIC STONE VENEER
227 - STONE LEDGE
228 - BRICK VENEER
240 - EXTERIOR DOOR SIZE PER FLOOR PLAN
259 - 2'^x TRIM - SIZE AS NOTED
1 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O.
261 - CV BAND - SIZE AS NOTED - 2" PROJ U-N.O-
1 262 - Vx TRIM - SIZE AS NOTED
1 263 - DECORATIVE SHUTTER - SiZE AS NOTED
264 - DECORATIVE BRACKET -AS NOTED -OR EQUIVALENT
265 - DECORATIVE LOUVER - SIZE AS NOTED
266 - 4" DECORATIVE DRAIN TILES
267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND
COLOR IS DETERMINED BY THE BUILDER'S SPECS
I
280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE.
S OF LIGHT TO BE 64Y" A-F.F- U.N.O.
BU ILDING_H EIGHT. LAFFJ
1 T - 11 7/8"
12 264 FYPON BKT7x12x4
5 � 4"[260j- ;Kr11x20
4' ENTRY HEEL .. _.- .. - 4' ENTRY HEEL
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1st LEVEL BRG 15i i.EVEL BRG
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1st LEVEL FIFE 1st LEVEL FFE
RIGHT ELEVATION
1/8" = 1'-0" WHEN PRINTED ON 22"04"
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1st LEVEL BRG 1stLEVEL BRG
1st LEVEL FFE _ — _ 1st LEVEL FIFE
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REAR ELEVATION
1/8" = 1'-0" WHEN PRINTED ON 22"x34"
BUILDING HEIGHT AFF HEIGHT
ELEVATION KEY NOTES
L- - _ ------------- ---
{SEE SHEET A000 FOR GENERAL NOTES)
200 - CONCRETE TILE ROOF
201 - SHINGLE ROOF
202 - TAMKO OFF RIDGE VENT
203 - LOMANCO ROOF VENT
i 204 - Ml LLENNIUM ROOF VENT
224 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT
2,21 - CEMENT PLASTER FINISH - OVER CONCRETE
MASONRY SHALL BE 112" THICK TEXTURED PER
COMMUNITY SPECIFICATIONS
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
.722 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS
SHALL BE 71W (3 COAT) TEXTURED PER COMMUNITY
SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER
CLACK WIRE LATH OVER HOUSE WRAP OVER EXTERIOR
SHEATHING PER STRUCTURAL DRAWINGS- LATH TO BE
FURRED OUT FROM BACKING FROM AN APPROVE
METHOD IN ACCORDANCE WITH FBC R703.7
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
223 - FIBER CEMENT LAP SIDING
22-4 - FIBER CEMENT SHAKE SIDING
225 - FIFER CEMENT BOARD & BATTEN SIDING
226 - SYNTHETIC STONE VENEER
227 - STONE LEDGE
228 - BRICK VENEER
240 - EXTERIOR DOOR SIZE PER FLOOR PLAN
259 - 2'^x TRIM - SIZE AS NOTED
1 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O.
261 - CV BAND - SIZE AS NOTED - 2" PROJ U-N.O-
1 262 - Vx TRIM - SIZE AS NOTED
1 263 - DECORATIVE SHUTTER - SiZE AS NOTED
264 - DECORATIVE BRACKET -AS NOTED -OR EQUIVALENT
265 - DECORATIVE LOUVER - SIZE AS NOTED
266 - 4" DECORATIVE DRAIN TILES
267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND
COLOR IS DETERMINED BY THE BUILDER'S SPECS
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S OF LIGHT TO BE 64Y" A-F.F- U.N.O.
BU ILDING_H EIGHT. LAFFJ
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12 264 FYPON BKT7x12x4
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1st LEVEL BRG 1stLEVEL BRG
1st LEVEL FFE _ — _ 1st LEVEL FIFE
0 o„. — ----- -- — - -- - o, o.,
�2201
REAR ELEVATION
1/8" = 1'-0" WHEN PRINTED ON 22"x34"
BUILDING HEIGHT AFF HEIGHT
ELEVATION KEY NOTES
L- - _ ------------- ---
{SEE SHEET A000 FOR GENERAL NOTES)
200 - CONCRETE TILE ROOF
201 - SHINGLE ROOF
202 - TAMKO OFF RIDGE VENT
203 - LOMANCO ROOF VENT
i 204 - Ml LLENNIUM ROOF VENT
224 - FOUNDATION WALL FINISH LINE W/STUCCO PARGE COAT
2,21 - CEMENT PLASTER FINISH - OVER CONCRETE
MASONRY SHALL BE 112" THICK TEXTURED PER
COMMUNITY SPECIFICATIONS
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
.722 - CEMENT PLASTER FINISH - OVER WOOD FRAMED WALLS
SHALL BE 71W (3 COAT) TEXTURED PER COMMUNITY
SPECIFICATIONS. OVER ASPHALT IMPREGNATED PAPER
CLACK WIRE LATH OVER HOUSE WRAP OVER EXTERIOR
SHEATHING PER STRUCTURAL DRAWINGS- LATH TO BE
FURRED OUT FROM BACKING FROM AN APPROVE
METHOD IN ACCORDANCE WITH FBC R703.7
SEE GENERAL NOTES A000 FOR SPECIFICATIONS
223 - FIBER CEMENT LAP SIDING
22-4 - FIBER CEMENT SHAKE SIDING
225 - FIFER CEMENT BOARD & BATTEN SIDING
226 - SYNTHETIC STONE VENEER
227 - STONE LEDGE
228 - BRICK VENEER
240 - EXTERIOR DOOR SIZE PER FLOOR PLAN
259 - 2'^x TRIM - SIZE AS NOTED
1 260 - CV BAND - SIZE AS NOTED - 1 " PROJ U.N.O.
261 - CV BAND - SIZE AS NOTED - 2" PROJ U-N.O-
1 262 - Vx TRIM - SIZE AS NOTED
1 263 - DECORATIVE SHUTTER - SiZE AS NOTED
264 - DECORATIVE BRACKET -AS NOTED -OR EQUIVALENT
265 - DECORATIVE LOUVER - SIZE AS NOTED
266 - 4" DECORATIVE DRAIN TILES
267 - 42" HIGH RAILING IS POWDER COATED ALUMINUM, AND
COLOR IS DETERMINED BY THE BUILDER'S SPECS
I
280 - EXTERIOR WALL MOUNTED LIGHT FIXTURE.
S OF LIGHT TO BE 64Y" A-F.F- U.N.O.
BU ILDING_H EIGHT. LAFFJ
1 T - 11 7/8"
12 264 FYPON BKT7x12x4
5 � 4"[260j- ;Kr11x20
4' ENTRY HEEL .. _.- .. - 4' ENTRY HEEL
-------------------------------------------- — -- -----
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------------ -- --
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TRUSSES INSTALLED PER MFR
WRITTEN SPECS
CONCRETE TILE ROOFING -
INSTALLED PER MFR SPECS OVER
WD SHTHG OVER PRE-ENG WD
TRUSSES (RE: STRUCTURAL)
VA F,'! E S (RE
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ALUMINUM DRIP OVER- �� ' i
1x2 DRIP EDGE OVER
2x6 FASCIA W/ ALUMINUM WRAP
VENTED SOFFIT INSTALLED
PER MFR WRITTEN SPECIFICATIONS
NOTE: INSTALL PORTLAND
CEMENT BASE PLASTER IN
ACCORDANCE WITH ASTM 926
AND ASTM C 1063
NOTE: INSTALL ALL VINYL CV
ACCESSORIES PER MFR
WRITTEN SPECIFICATIONS
INSULATION BAFFLE BETWEEN
TRUSSES INSTALLED PER MFR
VARIES (RE. 12
cLEVATION) I -
1 st LEVEL TOB VARIES
(RE: ELEV)
INSULATION PER CODE
1,2" MINIMUM SAG RESISTANT
'X
CEILING GYP BRD PER
F13CR TABLE R70/2.3.5
POURED BOND BEAM
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PRE CAST LINTEL
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NOTE: RE- FLOOR PLAN (SH
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RE: WINDOW MFR SPECS FOR
CODE COMPLIANCE AND
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2 TYP ONE-STORY WALL SECT'l.0N___..'.'___
A400 SCALE: 1 l'-O"
WRITTEN SPECS
VARIES (RE
FIBERGLASS SHINGLE ROOFING ELE-VATION'
INSTALLED PER MFR SPECS OVER
VAPIES ;RE
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TRUSSES (RE.- STRUCTURAL)
ALUMINUM DRIP OVER
lx2 DRIP EDGE OVER
2x6 FASCIA W/ ALUMINUM WRAP
VENTED SOFFIT INSTALLED
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NOTE: INSTALL PORTLAND
CEMENT BASE PLASTER IN
ACCORDANCE WITH ASTM 9/26
AND ASTM C 1063
NOTE: INSTALL ALL VINYL CV
ACCESSORIES PER MFR
WRITTEN SPECIFICATIONS
48" THICK STUCCO FINISH
TEXTURED PER COMMUNITY
SPECIFICATIONS
STUCCO PARGE COAT
GRADE (SLP AWAY FROM
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1st LEVEL TOB_ VARIES
(RE: ELEV)
'2 MINIMUM SAG RESISTANT
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POURED BOND BEAM
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PRE CAST LINTEL
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NOTE: RE.- FLOOR PLAN (SH
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1/2" GYP BRD OVER
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W1 lx2 TREATED FURRING
STRIPS at 24" O.C. MAX
1 x TREATED FURRING TYP at
TOP & BOT OF BLOCK WALL
MAIN FIN FLRb, 0'-0"
INSTALL VAPOR BARRIER
IN ACCORDANCE WITH
ASTM E 1643-98
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ROOF
CEMENT
WOOD SHEATHING
WRB LAYER#1,
STUCCO WRAP
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7/8" THICK, 3 COAT
CEMENT PLASTER
LAP WRB & TAPE OVER
ROOF/WALL SCREED
5"x5" "L" TYPE CONTINUOUS
GALV. METAL FLASHING
(NAIL TO ROOF DECK, NOT
WALL SHEATHING)
CAP SHINGLE - DO NOT
NAIL, INSTALL WITH ROOF
CEMENT
"L" FLASHING
SHINGLE ROOFING
SCALE: N.T.S.
O 1. FOLD INWARD at PT. A O 1. FOLD INWARD at PT. A
2. CREASE at PT. B
®FOLD
FOLD,
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2. CREASE at PT. B
3. CREASE at PT. C
4. FOLD PT. C OVER PT. B UNTIL
PT. C TOUCHES BOTTOM FLANGE
BOTTOM
O1. FOLD INWARD at PT. A
2. CREASE at PT. B
3. CREASE at PT. C
® ®FOLD at 77'
iT SEAL.
FOLD, DO NOT CUT
7/8" THICK, 3 COAT CEMENT PLASTER
/ WRB LAYER #2, FORTIFIBER BUILDING
PAPER
WRB LAYER #1, STUCCO WRAP
LAP LAYERS OF BUILDING WRAP
OVER NAILING FLANGE, STOP WRB
APPROX. 1 1/2" ABOVE SHINGLES
ROOF/WALL SCREED
x 5x5 WALL FLASHING
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WALL KICKOUT FLASHING
SCALE: N.T.S.
BLDG PAPER OVER
'QUICK FLASH"
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PER MANUF. SPECS:
BLDG PAPER
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CUT OPENING !N
APPROVED HOI SLkrVf?,,AP
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STEP #1
STEP #3
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ORAP\ FROM
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EXTERIOR WALL
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STEP #4
STEP #6
SELF -
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WALL SECTION)
METAL LATH
SCALE: N.T.S.
FELT PAPER
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(REFERENCE POINT ONLY, FOR
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ABOVE BOTTOM OF DRIP EDGE
2x SUB -BAND W/1/2"X? MOTH @
END, WRAPPED IN PEEL & STICK
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EDGE OMITTED FOR
CLARITY
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1/2" (MIN) STUCCO
FINISH TEXTURED
PER COMMUNITY
SPECIFCATIONS
FLANGE CASING
BEAD
i
CASING BEAD at WN _
SCALE: N.T.S.
5/8" CEMENT PLASTER
12" WIDE SELF-ADHESIVE
FLASHING CENTERED UNDER
CONTROL JOINT (CLEAN
MASONRY BEFORE APPLYING)
PRE -FORMED CONTROL
JOINT W/ STRIP LATH
CON FROL JOINT - HORIZ - CMU
SCALE: N.T.S.
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SCALE: N.T.S.
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W/ SLP TOP INSTALLED PER
Ft; IN 1P` - r`-~
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-
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INSTALLED PER MFR
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48" BACKER ROD W/ SEALANT
it•.' EI )R
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at CMU
SCALE: 1 1/2" = 1'-0"
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;MU
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TEXTURED PER COMMUNITY
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SCALE: N.T.S.
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8" STUCCO FINISH
(RE: STRUCTURAL)
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l
WRITTEN SPECS (RE: ELEV)
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BACKER ROD W/ SEALANT
INTERIOR
EXTERIOR
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at CMU
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6" SELF ADHESIVE
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UNIT
PREMANUF.
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(SET IN CONT.
SEALANT)
SEALANT at
TOP & SIDES
DRYER VENT (BLOCK)
SCALE: N.T.S.
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WEATHER RESISTIVE
BARRIER #1
WEATHER RESISTIVE
BARRIER #2
6" SELF -ADHERING
FLASHING
GALV'D MI
'7' FLASI
DO NOT CP.—,...
SEAL OPENING
1 1/4" X 6" SIMULATED
WOOD TRIM MEMBER
SEAL GAP W/ CAULKING - N
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
48" BACKER ROD W/ SEALANT
VINYL FLANGE CASING BEAD
" GYP BIRD OVER
INSTALLED PER MFR
1x2 TREATED
WRITTEN SPECS (TYP)
FURRING STRIPS
CMU STEMWALL W/
at CMU WALL (TYP)
%" STUCCO FINISH
(RE: STRUCTURAL)
INTERIOR
EXTERIOR
WINDOW SILL
at CMU
SCALE: 1 ti2" = 1'-0"
ELECTRIC METER —�
FIELD VERIFY
LOCATION
- i
AREA TO RECEIVE -�
STUCCO SCRATCH COAT r. .
& 1 COAT OF PAINT W/
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j = --- Eta _'TR;CMETER
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CAVITY TO BE FILLED
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FOAM ("GREAT STUFF" OR
ELECTRICAL CONDUIT PENETRATION
WOOD CONST BEYOND
--
--_--
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WEATHER RESISTIVE
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WEATHER RESISTIVE
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-
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_
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WOOD TRIM MEMBER
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STUCCO
TEXTURED PER COMMUNITY
CASING BEAD
SPECIFCATIONS
SCALE: N.T.S.
" GYP BRD OVER —'
1 x2 TREATED
FURRING STRIPS
at CMU WALL (TYP)
PT 1 x4
PT 2x4 FRAME ANCHOR
SHIM AS NEEDED
INTERIOR
SH+FATHING
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 CCNIBO OR METER
CAN .AND DISCONNECT
SCALE: N.T.S.
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HOUSEWRAP INSTALLED PER
MFR WRITTEN SPECIFICATIONS
EXTEND HOUSEWRAP
rA OVER NAILING FLANGE
-- MTL DRIP FLASHING W/
HEMMED EDGE SET IN CONT
BEAD OF SEALANT
-'TRIM (RE: ELEVATION)
EXTEND 12" SELF -ADHERING
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WINDOW FLANGE SET IN CONT
\\\ BEAD Of SEALANT
�- VINYL FLANGE CASING BEAD
INSTALLED PER MFR
WRITTEN SPECS (TYP)
�•-- .- 1/2" (MIN) STUCCO FINISH
TEXTURED PER COMMUNITY
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STUCCO SIDING
HORIZONTAL. MATERIAL- 'T RANSITION (FRAME TO BLOCK)
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n
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PANEL 1 RATING: 200A R:1L0 MIN AIC RATING: 22,000 A
PANEL. SERVICE: 120!240V, 1Q-3W MOUNTING: SURFACE
LOAD
DESCRIPTION
TYPE
POLES
BRK
CIRCUIT
NO.
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CIRCUIT
NO.
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LOAD
TYPE
DESCRIPTION
WATER HEATER
SYS. 1 CONDENSING UNIT
---.
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15
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ELECTRICAL LOAD CALCULATIONS
CONNECTED TDEMAND FINAL LOAD
LOAD DESCRIPTION
LOAD (VA) FACTOR (VA)
GENERAL LIGHTING (3 VA/FT2) -
— ,�
SMALL APPLIANCE
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SMALL APPLIANCE
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TOTALS
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1. WALL MOUNT LIGHT
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TABLE 7: METAL CONNECTOR SCHEDULE
NOTES 2, 3, 4
7
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Building Code
Florida Building and Residential Codes 61h Edition (201
Code for Design Loads
ANSI/ASCE 7
ROOF LOADING' .............................
TOP CHORD LIVE LOAD ............ _.. .
TOP CHORD DEAD LOAD......... .. .
BOTTOM CHORD LIVE LOAD
ATTICS WITH LIMITED STORAGE
ATTICS WITHOUT STORAGE ...
BOTTOM CHORD DEAD LOAD
Cd = 1 25
_ .... 20 PSF
7 PSF (TILE 1:
20 PSF
10 PSF
!NON-CONC1 'i
5 PSF
WIND LOADING ................. -
C- 1
ASCE 7-10, 3S GUST ................ . _
- - 139 MPH
BASIC WIND SPEED
EXPOSURE CATEGORY.......... - ..
C
BUILDING CATEGORY .............. .......
- II
ENCLOSURE CLASSIFICATION. ...
ENCLOSE-D
INTERNAL PRESSURE COEFF.
..0 18
C&C DESIGN PRESSURES....... -_
-(SEE TABLE 1
FLOOR LOADING ........................
_.C, = 1.00
TOP CHORD LIVE LOAD...........
40 PSF
TOP CHORD DEAD LOAD ............... -.
_ 10 PSF
BOTTOM CHORD LIVE LOAD.........
0 PSF
BOTTOM CHORD DEAD LOAD ......
5 PSF
SPECIAL FLOOR (GAME ROOM) LOADING.
C, = 1 00
TOP CHORD LIVE LOAD .......... .....
TOP CHORD DEAD LOAD........ ..._ _. -..
10 PSF
BOTTOM CHORD LIVE LOAD... ...
0 PSF
BOTTOM CHORD DEAD LOAD ....... _.._ ....5
PSF
MAXIMUM FLOOR TRUSS SPACING ..
16" O.0
DEFLECTION CRITERIA
LL / 240
ROOF TRUSSES ............................
TL / 180
TL MAX 1" UP ! FAN
LL / 480
TL / 360
OPEN WEB FLOOR TRUSSES... -
LL / 480
TL / 240
WOOD I JOISTS ................. .....
TL MAX '/2"
LL / 360
BEAMS' ................................. _
- TL / 240
NOTES:
1. PORCH BEAMS AND BEAMS SUPPORTING EXTERIOR WAL!
ABOVE SHALL NOT EXCEED %" DEFLECTION
TABLE 1: COMPONENT AND
CLADDING DESIGN PRESSURES
WINDOWS AND DOORS
EFFECTIVE ZONE DESIGNATION
WIND AREA IZ - Interior Zone (psf) EZ - En-i Zo+ •
0-20 ft2 +28.54 -30 96 +28.54
21 - 50 ft2 +27.17 29 59 +27.17
51 - 100 ft2 +25.52 -27 94 +25 52
101 - 200 ft2 +24.25 - 26.67 +24.25 _--
VINYL SOFFIT MAX PRESSURE (psf) +28 6
GARAGE DOOR PRESSURE +21 7 -
END ZONE KEY MAP
END ZONE: END ZONES SHALL BE TAKEN
AS THE 1ST 4.0' PER FIGURE R301.2 (7)
w
4.0 FT
1 ST FLOOR (TYP)
END ZON
DESIGNA )N
TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
NOTES 3.4
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STUCCO AND DIRECTLY
MIN IY32" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%b" 24/16
w =
ADHERED STONE
INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
^
h N
(NOTE 6)
FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
w=H
v J ?
ALL OTHER VENEER
MIN %6 " 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
CL
(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)
x O
TILE ROOF
MIN'%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
U z
(NOTE 7)
PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
= uJ
8" O.C. IN THE FIELD
O w z
SHINGLE AND METAL ROOF
MIN %6" 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
0 = `�
(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:
2Y32" T&G OSB OR PLYWOOD W/ 10d COMMON: 6" O.0 AT PANEL EDGES, 12" O.C. IN THE
(NOTE 5)
FIELD.
MIN 3/" 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 ''/2" EXTERIOR GYPSUM
CEILING BOARD, FASTEN w/ 5d x 1 /8" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @
4" O.C. EDGES, 8" O.C. FIELD
NOTES:
1 FOR 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).
2 COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
3 ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
4 ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF. SPECIFICATIONS.
5 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.
6%,1" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
D.
BULLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW, MIN
STRUCTURAL REQUIREMENTS ARE �116' 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
SPECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
7 ''/,2" PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY
AND INSTALLATION REQUIREMENTS ALLOW, 15/2" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF
8 WOOD STRUCTURAL PANEL MAY BE INSTALLED VERTICALLY OR HORIZONTALLY W/ UNBLOCKED HORIZONTAL PANEL EDGES.
9 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
NC)TFS 1 9 R 4
DIAMETER
LENGTH
8d COMMON
0.131"
2-'/2"
8d RINGSHANK
0.113"
2 3/8'
1Od x 1-'/z"
0.148"
1-'/i'
10d
0.131"
3"
10d COMMON
0.148"
3"
12d COMMON
0.148"
3-'/,"
16d SINKER
0.148"
3-'/a"
16d COMMON
0.162"
3-'/2"
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.
NOTES:
1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED.
NOTES:
RD
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
SHALL NOT EXCEED 75% 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.
5. FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE '/z' 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.
6. MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
7 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.
8. 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.
9 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 15'x15' 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.
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.
PRE-ENGINEERED TRUSSES & I -JOISTS
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.
2 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 i
-
(8)% X 1 '/z' SDS SCREWS
8)'/." x 1'/2' WS15-GC
DTT2Z
IN STUD'/i' 0 X 4'/z"
WOOD SCREWS IN STUD
(9) 10d COMMON
(9) 10d
(NOTE 2)
EMBED EPDXY OR
DTB-TZ
% 0 x 4'/z" EMBED EPDXY
CS18
EACH END
CS20
COMMON
SCREW ANCHOR
OR SCREW ANCHOR
EACH END
(18)0.162"x2'/z"IN
(18)0.162"x2'/"IN
HTT4
STUD/BEAM/TRUSS
HTT45
STUD/BEAM/TRUSS
MTS12
(7) 10d x 1 Yi'
MTW12
(7) 10d x 1
(NOTE 2)
�8" 0 x 6" EMBED ANCHOR
§e, 0 x 6" EMBED ANCHOR
EACH END
EACH END
II
IN CONCRETE
IN CONCRETE
- - -
(26) 0.162" x 2 Yz" IN
(26) 0.162" x 2 '/2" IN
HTT5
STUD/BEAM/TRUSS
`%"
HTT45
STUD/BEAM/TRUSS
MSTA24
(9) 10d COMMON
MSTA24
(9) 10d COMMON
(NOTE 2)
O x 6" EMBED ANCHOR
§e, 0 x 6" EMBED ANCHOR
EACH END
EACH END
IN CONCRETE
IN CONCRETE
(20)'%" x 3" SDS SCREWS
(24) 3" WS IN STUD
HDQ8-SDS3
IN STUD GROUP
„
PHD8
GROUP 7/8" 0 x 12" EMBED
MSTA36
(13) 10d COMMON
MSTA36
(13) 1Od COMMON II
%8 O x 12" EMBED
ANCHOR IN CONCRETE
EACH END
EACH END
ANCHOR IN CONCRETE
(7) 10d COMMON IN
II
I;
(7) 10d COMMON IN
(7) 10d x 1 1/2" IN TRUSS
(7) 10d x 1 '/z" 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) M." x 2 %" TITEN
(5) 'W x 2 %" TAPCON IN
SCREWS IN MASONRY
MASONRY _ _
(11) 10d x 1 ; IN
(8) 10d x 1 %" IN TRUSS
(9) 10d x 1 ''/2' IN TRUSS
(11) 10d x 1 1/2" IN
META20
4" WET EMBED IN
HTA20-18
4" WET EMBED IN
HTS20
TRUSS/RAFTER
HTW20
TRUSS/RAFTER
i
GROUTED BLOCK WALL
GROUTED BLOCK WALL
(11) 10d x 1 ' IN
'/z
(11) 10d x 1 %" IN
'/1
STUD
STUD i
(12) 10d x 1 ''/z" IN
(8) 10d x I X" IN
ABU44
(12) 16d COMMON NAILS
PAU44
(12) 16d COMMON NAILS
HTSM20
TRUSS/RAFTER
HT VM20
TRUSS/RAFTER ji
NOTE 6
§" x 7 EMBED EPDXY
8 t'd
4" 0 x 7 EMBED EPDXY
8
12 10 x 1 /z IN
( ) d
4 /, x 3 WEDGE BOLT ;
( )
STUD
OR EQUIVALENT IN STUC`I!
_ -
(12) 16d COMMON NAILS
(12) 16d COMMON NAILS
(5) 8d x 1'/z" IN
,/z" IN �I
(5) 8d x 17
ABU66
48" 0 x 7' EMBED EPDXY
pAU66
§8" 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 /z IN
RT7AT
(5) 8d x 1 /z IN I
DOOR RETURNS)
DOOR RETURNS)
TOP PLATE
(5) 10d x 11/2" IN
TOP PLATE
(5) 10d x 11/2" 1N
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 11/2 " IN
TOP PLATE
(5) 10d x 1 ,/2" IN
TOP PLATE
HU410,
(18) 16d COMMON IN
HD410,
(18) 16d COMMON IN
(16) 10d COMMON TO
HUC410,
HEADER
HD4101F,
HEADER
TRUSS/RAFTER
TRUSS/RAFTER
HU210-2,
(10) 10d COMMON IN
HD210-2,
(10) 10d COMMON IN
LGT2
(7) /. x 2 /, TITEN
LUGT2
(5) O" x 3" WEDGE BOLT
HUC210-2
BEAM
HD210-21F
BEAM
SCREWS IN MASONRY
OR EQUIVALENT
HUC212-2
(22) 16d COMMON IN
HD212-21F
(22) 16d COMMON IN
(26) 16d SINKER
(28) 16d SINKER IN WALL
HEADER
HEADER
LGT3
WALL FRAMING
LUGT3
FRAMING
10 10d COMMON IN BEAM
10 10d COMMON IN BEAM
(12) SDS '/:' x 2'/z"
(1
(12) WS25 %<" x 2 '/z"
�
(4)/." x 1 /2' SDS SCREW
4 '/." x 1'/z" WS15 SCREWS
()
IN TRUSS
IN TRUSS
�)
IN TRUSS/RAFTER
IN TRUSS/ RAFTER
!
HGA10KT
(4)%" x 3" SDS SCREWS
HGA10
4 ''/," x 3" WS3 SCREWS
( )
IN TOP PLATE
IN TOP PLATE
SDWC14500,
SDWC15600
NO
USP EQUIVALENT I!
I�
(4) SDS " x 1 " SCREWS
(4) %" x 1'/z' WS15 SCREWS
�__J
HGAM10KT
IN TRUSS/RAFTER
"
HGAMIOKT
IN TRUSS/ RAFTER
(4)'/:' x 1'/," WEDGE BOLT
I
(4) W x 2% 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 ALTERNA'. ES.
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 Yz' 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
W 0 x 2 %" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 'h" 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.
JR "OR" SI W.i L M:E.AN i FIA] EITHER OPTION PROVIDED IS AN EQUAL
ALTERN,:, I_P. " FOR 1 HL:: />.PPI. ICATiON SHOWN E
UN^ UNLESS r'O' :=D C)TI ;;:_. �.'•;\iISE= ON PLAN OR DETAIL
ENGINE F:" (,f -`i: r;(.,;-,�. O
J EACH V.i. O
ORII.NTL(i . F?r+�JC.) BC-.�.�,D O
WOOD •`; -IF'. ; i i'r?HL Pr.(.!c_l 04 O
SY'P SOOT! IC !-F !".!.L J'✓.r F>!P'. C
: APES
F F SPR,)�,. f.,.. i.,. 04 N
CR
C ON CEN i (:R O
LPL. 1 55E T!P 'rf STR.^^ ^JD I_SL ENGINEERED LUMBER, 1 '/," WIDE, UNO. Q)
(: vii't: i_)(_ ESF.:;MS ARE EQUIVALENT TO 2-PLY 1 3/a" BEAM)
i VL 2..0E MI(-kUL-LAM LVL ENGINEERED LUMBER, 1 '/" WIDE T_
„, ,
PSL 2.0E PAF.:<.�, ,!_LAM PSL ENGINEERED LUMBER, 3 „ WIDE, ONO. N
SYS 42 PROPERLY RATED OPEN WEB HEADER M
INTER101: ROOF. LOAD BEARING WALL, SPECIFICATIONS LL
OUTLINE:) Of4 TYPICAL WALL SECTIONS, DETAIL SHEETS LLl
f INTERIOP BEARING UVALL WI FH NO UPLIFT. NO UPLIFT ANCHORS REQUIRED. MINIMUM J
`I J
v � t d S
BOTTOM PLATE ANCHCR.AGF IS y,,' ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR true design studios D
SW SPECIFICATIONS) Z >
STRUCTE!Ro.l_ WOOLBEAM
Y �
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STUD CC 1,
_ IMI'i K`_YNO L) C
- Q SUITE 100, JACKSONVILLE, FL 32211 N
NUMBER C)F ' D`P.'C 156+,0 CONNECTING TOP PLATE TO STUDS.
C)
NUMBE`� JE S i i_1L�S HE LUGN BEAM/GIRDER TRUSS STUDS O
TO MA i . H ';VaLI. FRr,MING SiZ..E AND GRADE, UNO �
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HOMON' Q :3
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2ND Ur) G,,rL!iPJiN: STRAPPING REQUIRED FROM 2ND LEVEL J
COLUMN TO 15 F LEVEL STUD'=)/HEADER/BEAM. m
"rANCHO!=:" Ri_ C)UIRE S 0 ,TTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN w
------- NUMBER OF SOWC1545CJ CONNECTING STUDS TO BOTTOM PLATE Q
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GROUP 10 1ST LEVEL STUDS/HEADER/BEAM. IY
L - -- -- - - NEJMBEF, OF' I-iOLDDC),NNS!STRAPS AT BASE OF KING/JACK GROUP O
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NON-BE=\F_, "f. I-111AP'R F"RA.MING KEYNOTE O
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NUIMBE; :( rLIKc .' 11. .DrT? I' WIDE UNO)
LU
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IAGGrREU O � Z
_AR_!NI-'. !'EA'DERS !: t !_ i_!t �i I Ft Y LOADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN O
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N A[! i;;'JL',, '°I_Y i)EE_,r,,; .'.; ro G,, 'Ff`2,. UVl'FE (2) ROWS 10d @ 8" O.C, STAGGERED ALONG EACH EDGE. � W
'.A17, 11 bE NAILS F-
:•)EPS ) hr
!F iif `.L)LFt t!C) ! SPECIFIED. 1 .' `C- i F_.NGINEER OF RECORD. IL
6 U1 i'.! • N 'rL;',hi, h)1!N (!) SDW(,1' 6i1:+ I C)P PIT TO KING STUD AND (1) SDWO15450 KING STUD TO BOTTOM PLATE
c,;ONNF(I FICN REQUIRED EACH Sli)E OF ")PEI IING (NO CONNECTION REQUIRED FOR OPENINGS AT FIRST 0 C-
FI -)OP I IFAOF k `J',4'1-!FN A 2NG I EVEI_ Fi_GCiR SYSTEM IS ABOVE. U V-
()F, Pi ATL- TO F'EA!)ER CO^!?! C 'lOrd PER ONr OF THE FOLLOWING (NO CONNECTION REQUIRED FOR Q
C)PENING'S 3c) UIZ LESS, OR A-T IRST FLOOR HEADERS WHEN A 2ND LEVEL FLOOR SYSTEM IS ABOVE: 0 J
Abbott Park
• .-a .VC 15b0u cq? MAX 32" O.(,.. ," SI I'''V'JPJ. " L i"EF<PJAT E SEE; I ION (HEAUERS),ST-5 Iw U
•SPHw./!121i0dx1-'/2"@1t"0C OR 0
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. FP.STEN TRUSS DIRECTLY TO HE:!` DER w, PATS 0R }iTS w/ (14) 1Od x 1-'i ' (OR ECQUAL APPROVED BY EOR). Q w
CRIPPLE BLOC<3 BELOW i C)AD-BEARING HFADEi:.S MAY BE FRAMLD AT 24" O.C. �
Z Z
FRAMING NOTES } w
PROJECT NO: W
`�!PJ P`-.CN AC I?YL IC -TIE ADHESIVE OR r-01.11'\L SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. 0 2020.005370 �
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IF GROUND ADJACENT TO FTG SLOPES DOWN AND AWAY FROM STRUCTURE
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TRSTO COMPONENT MANUFACTURER'S LAYOUT FOR 04
APEX
TRUSS
S LABELS &DIMENSIONS C
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OVERFRAMING NOTES ca
r:.1_L RAFTERS TO BE MIN. 2x6 NO.2 SYP @ 24" O.C. MAX. 0
• ALL "SLEEPERS" TO BE PLANK -ORIENTED 2x8 NO.2 SYP MIN. a) Q
• FAS1 EN 'SLEEPERS" TO EACH TRUSS/RAFTER W/ (3) 16d
COMMONS MIN. �-
• I_ACH RAFTER TO "SLEEPER" W/ SIMPSON H3 UPLIFT N
CONNECTOR. N
+ ALL RIDGE BOARDS TO BE 2x8 NO.2 SYP MIN. M
• FASTEN 2x6 NO.2 SYP COLLAR TIES FROM RAFTER TO -j
RAFTER WHERE APPLICABLE W/ (5) 10d COMMONS MIN. u-
W
RAFTER SPAN SCHEDULE J
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SPACING - -2x6 Z
---- ----- -- -
2x8 --2x10 2x12
15 5" 19'-11" 23 9 1 26'4" Y
--- 9000 REGENCY SQUARE BLVD. (1)1c" 13 4" 1T-3' j 20 7' 22_0" U SUITE 100, JACKSONVILLE, FL 32211 c
24" ! 0'-11" 14'-'" 1 16'-10" 19'-9" O_
-- - - - -. __---- --- 'O
20 L.L./15 U.L. #2 SYP O
CEILING JOIST SPAN SCHEDULE �-
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SPACING LUMBER SIZE )
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12 ' 1.5" 19'-6" 254" 26-0" :3
0„ 15, F„ 20, 1, I _11" -i > j !
11 3 3-4' I---26 0
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10 1- L./5 D.L. #2 SYP LLJ
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TRUSS FRAMING KEY NOTES
NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN
CA
1. SEE "SHEAR PANEL" DETAIL ON DETAIL SHEET.
2. TYPICAL BEARING BLOCK U
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• REARING Bi_OCK TO BE NO.2 SYP; MIN A8" LONG AND TO �
MATCFI DIMENSION OF TRUSS MEMBER. W
• ATTACH 13EARtNG BLOCK TO TRUSS VERTICAL OR TRUSS BO iTOM w
CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.
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3. LEDGER FRAMING NOTES O
• FAS1"EN N0.2 SYP LEDGER TO FRAMING TRUSS VERTICALS
AT EVERY SUPPORT WITH FASTENING SHOWN BELOW
(MAX_24" O C. SPACING), OR �
• FASTEN NO.2 SYP PT LEDGER TO MASONRY/CONCRETE
,a/ FASTENING SHOWN BELOW O V J
• ,�DDITIONA!_ FASTENERS MAY BE REQUIRED AT SPECIFIED Z W
I.00.ATIONS ON PLAN U) M
• SEL TABLE ON SHEET S-f-tiS1 FOR FASTENER W LLI
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i'R:1TE:C1"iONAGAINSI CORROSION z
• EXT% RIOR DECK LEDGERS SHALL BE SECURE TO WALL mi Z Uj
�=TAMING WITH WOOD SCREWS. COMMON NAILS AT FLOOR Z) Uj O
L EDGERS ARE FOR INTERIOR USE ONLY. m
R001 FRAMING LEDGER TO WOOD 0 �
W Q 1-
2x6 _.(4) 12d COMMION I W
2xb .(6) 12d COMMON Z
2>:10. _ - ..........(8) 12d COMMON Ur > Q Q
2x12 .......(10) 12d COMMON Z � Q
W
LEDGER TO CMU (W/ 3" TAPCON OR TITEN): Q Q J wLU
PT ?x6 . 1,2) ROWS %4" 0 @ 24" J.C. STAGGERED -
PT 2x8.....Q) ROWS yq" 0 @ 16" O.C. STAGGERED 0 �
PT 24 10. (2) ROVIS ;," O @ 8" O C. STAGGERED Ly X
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T 2x i2 . !21 ROWS !Z @ 6" O.C. STAGGERED LLLL
r(.JOR FRAMING LEDGER TO WOOD (W/ NAILS): 0 Z
.......(3) 16d COMMON F_
.. ........(5) 16d COMMON 0
2x �0 . ..... .................(7) 16d COMMON W
2x i2_.... ......................(9) 16d COMMON a Z
FLOOR FRAMING LEDGER TO WOOD (WI SCREWS):
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PT 2x6. _ .........................(3) W x 4 '/i' LONG #14 WOOD SCREWS U U-
PT 2x8............ .....(5) Y." x 4-1/2" LONG #14 WOOD SCREWS Q W
PT 2Y10.... _. ... _.............(7) W x 4-'/2' LONG #14 WOOD SCREWS J
Abbott Park
PT 2x12........... _................(9) '/:' x 4-1/'2" LONG #14 WOOD SCREWS o U
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4. ANGLE & LATERAL BRACES MAYBE OMITTED FROM GABLE LL LOT 012-02
BRACING DETAIL IF PORCH SHEATHING DETAIL IS
PROPERLY APPLIED, SEE DETAIL SHEET ST-6/7. ¢ - - - W
F-
5 IF USING (2) HTWM20. INSTALL (1) STRAP ON EACH FACE_ OF Z Z
THE WAI.I. _ (2) HTWM20 ON SAME SIDE OF WALL IS NOT - Ur
PERMIT-i ED AT THIS LOCATION }. 0
- - - - -- - ..-- -- = PROJECT NO: W
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• EACH BLOCK TO TRUSS W/ (3) ROWS 10d @ 4" O.C. JO 2020.005370LL
STAGGERED Z - -- - --- O
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CMUIMETAL CONNECTOR ENGINEERING¢
TRUSS FRAMING GENERAL NOTES
SEE SHEET ST-1 & 5 FOR ADDITIONAL GENERAL NOTES
DRAFT STOPPING AT FLOOR TRUSSES TO BE PROVIDED
BY BUILDER
• UNLESS SPECIFICALLY NOTED ON TRUSS FRAMING PLAN,
TRUSS TO TOP PLATE
W/ H2.5T OR RT7AT
OR SDWC15600
UNO ON PLAN
MOISTURE E , I- - -
BETWEEN M• 'N� ANt
NON -PT LUMP-. ' F TI!1 "S
VERT REINF IN O -
HAVE 10 S1, ,,P'
HOOK INTO L ) ! -M
• EVERY OTHER STUD TO TOP PLATE
W/ SP2 OR SPT24 OR SDWC15600 -
MAX 32" O C
• EVERY KING STUD TO TOP PLAT%
W/ SP2 OR SPT24 OR SDWC15600
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
(1) COURSE CMU BOND
BEAM W/#5 CONTINUOUS
WALL SECTION AT ROOF (COW/10N HEEL CONDITION)
(THIS SECTION IS TYPICAL FOR ONE ANC, TWO :STORY APPI
• EVERY OTHER STUD TO BOTTOM PI
W/ SP1 OR SPT22 OR SDWC 15450
• EVERY KING STUD TO BOTTOM PLA
W/ SP1 OR SPT22 OR SDWC 15450 IF!
2x- NO. SPF OR BETTER @ MAX 16" O
BOTTOM PLT ANCHOR a
Y2" THREADED ROD ANCHOR W/ MIN 4" J
EMBED W/ NUT & WASHER IN SIMPSON f;
ACRYLIC -TIE OR EQUIVALENT z
ADHESIVE @ MAX 48" O.0 s
OR
WEDGE BOLT W/ MIN 4'/2" EMBED W,
WASHER @ MAX 48" O C. —
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LATE ANCHOR NOTES
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"EACHL PLATE SHALL HAVE A MIN.
TTOM PLATE ANCHORS
FEGMENT
7777NCHORS
WITHIN 12" OF EACH
(BUTT JOINTS)
INTERIOR LOAD BEARING WALL
EXTERIOR WALL
TYPICAL WALL SECTION AT FOUNJA-i ION
(THIS SECTION IS TYPICAL FOR ONE AND TWO STORY APPI_ICA �S
8" PARTIALLY GROUTED
EXTERIOR CMU WALL W/
VERTICAL WALL REINFORCING
PER STRUCTURAL PLAN,
SHEET ST-3
OR ST-2A (IF APPLICABLE)
PROVIDE DOWELS TO MATCH
VERTICAL WALL
REINFORCING W/ MIN 25" LAP
(IF DOWEL IS OMITTED OR
IMPROPERLY INSTALLED,
DRILL AND EPDXY DOWEL OF
EQUAL SIZE W/ MIN. 6"
EMBEDMENT IN MONOLITHIC,
12" EMBEDMENT IN
MASONRY)
MOISTI
BARRIE
OTHER
(1) cot
CMU B
BEAM
CONTII
2x NO 2 SYP BLOCKING TO FIT TIGHT
BETWEEN TRUSSES, (3)10d TOE -NAIL @
EACH END, BLOCKING MAY BE OMITTED
FOR HEEL HEIGHTS < 9"
3/4" BETWEEN TOP OF WOOD PANEL
AND CENTER OF FASTENERS.
MIN 15/32" 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%" IN TRUSS (NOTE: IF META12 OR
HTA16-18 IS IMPROPERLY INSTALLED,
ATTACH TRUSS TO BOND BEAM W/
HTSM20 OR HTWM20)
WALL SECTION AT ROOF ( RAISED HEEL CONDITION)
THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS
GENERAL NOTES APPLICABLE TO ALL-.
FOR MISLOCATIO
FASTEN 2x6 NO. 2
TO TRUSS W/ MIN I
FOR MISLOCATIO
INSTALL NEW MA:
STRAP TO INSIDE
MISLOCATED TRUSS ANCHORS
BLOCKING NOT SHOWN FOR CLARITY
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BOND BEAM REINFORCING
AT CORNERS
ALTERNATE WALL SECTIONS & TYPICAL DETAILS
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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MIN. SCREW
LENGTH
PER IAANUF.
3"
S,
3,5/4"
3 3/4,
6„
3 3/4'
TITEN OR TAPCONS SCREWS SEE TABLE
ABOVE FOR LENGTH:
/J • (2) ROb1'S %' DIA. a 30" O.C. STAGGERED
• (2) ROWS %6' DIA- @ 24" O.0 STAGGERED
DOOR JAMB OR WINDOW ATTACH TO
- _ = 1x_ PER MANUFACTURER'S DETAILS
T
! DISTANCE FROM BLOCK TO DOOR
I ! JAMB OR WINDOW, SEE TABLE
A !
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L _-- J I PLUMB .IAMB, DO NOT EXCEED
--- ! --- lx PT NAILER
BUILT UP 2x_ ATTACHED TO MASONRY, (1) PLY
1x OR �S OSB MATERIAL MAY ATTACH TO WALL
DRYWALL
-^ j-- - 8" CMU WALL
T"(PICAL DOORMINDOW JAMB TO BLOCK
(T !:.Al_ FOR ALI- IVIASUNRY OPENINGS, UNO)
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MOISTURE BARRIO P PIi PORC:I
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TYPICAL POP(;H SHEATHING DETAIL
Al ' �NRY L , i LRIOR WALL
(THIS DET REQUIRFD AT ALL COVERED
PORClo NLESS N D OTHERWISE)
ROOF DECK
ROOF TRUSS
OR RAFTER
SUB FASCIA
MOISTURE BARRIER
BY OTHERS
MASONRY LINTEL
PER PLAN
UPPER PLT HGT
TRUSS TO TOP PLT W/ H2 5T OR R (7A f �'
SHEATHING TO TOP PLA -
W/ 8d COMMON @ 3" O.0
CRICKET BY BUILDER
FULLY SHEATH KNEEWALL PER TABU --
WOOD STRUCTURAL PANEL SHEATHIN'
REQUIREMENTS
• MIN 2x4 NO.2 SYP PT PLATE BETWEEN
TRUSSES W/ (3) 10d TOENAILS EACH END & /
MINIMUM (2h" u x 6" EMBED DRILL AND
EPDXY ANCHOR W/ NUT & WASHER EACH
PLATE SEGMENT WITHIN 6' OF END '
• 2x4 No.2 SYP PT PLA 1-1 CONTINUOUS W/
x 6" EMBED DRILL AND EPDXY ANCHORS W/ NL LOWER PLT HGT
& WASHER @ 24" 0 C - --
TRUSS TO BOND BEAM W/ META12 OR HTA16-18 W/ MIN (7) 10d x 1 Tz"
SHEATHING TO PT PLAT: IN TRUSS
W/8dCOMMON @3"OG --t�
IF TRUSSES RAISL 'JT L NTRY ARE NOT AT ELEVATION
j HEIGHT BUI JP PF Ii - OL1 OWING DETAIL
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KW5 WOO --
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'HIN 4'-0' OF GABLE
TRUSS . EDGEWISE FASTEN ROOF DECK TO
OF' FLATWISE) FRAMING @ 3" O.C. ON EDGE,
TOE -NAIL MIN 2x4 NO SYP BLO(Y 6" O C. IN FIELD WITH 8d
BETWEEN TRUSS TOP CHOR! I RINGSHANKS
(3) 10d COMMONS EAC)F. )OF DECK- C
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EDGE BLOCKING FOR
NON DROPPED GABLE
FASTEN 2x6 NO 2 SYP—
DIAGONAL \
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DIAGONAL BRACE TO
BLOCKING wi (6),
10d COMMONS
2x6 NO.2 SYP DIAGONAL BRACE, '—
SEE PLAN
• UP TO 8FT SINGLE 2x6 ONLY
• UP TO 20 FT, 2x6 W/ 2x6 T-BRACff'
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FASTEN 2x6 NO 2 SYP—
"T-BRACE" TO DIAGONAL BRACE
w/ 10d COMMONS @ 3" O C
8'-0" OR AS SHOWN ON PLAN
B�
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F I;11'SON HGAM10 BRACE CONNECTOR
FROM DIAGONAL BRACE TO CMU
M RE BARRIER BETWEEN MASONRY --
.-'. N-PT LUMBER BY OTHERS
B3 GABL ANGLE BRACING DETAIL (W/ HGAM10)
1) MAX T = 24" O.C.
2) OUTLG• J' !NG & CLIPS MAY BE OMITTED FROM
OVERT{ P IC )F DETAIL FOR NON -DROPPED GABLE
TRUSS[ )P I SS OVERHANGS.
2x4 SYP OUTRIGGER @ 24" O.C.
CLIP TO GABLE TOP CHORD WITH
(1) H2.5T w/ (10) 8d x 1-'/z"
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-'Y,"
(NOTE: IF META20 IS IMPROPERLY
INSTALLED, ATTACH TRUSS TO BOND
BEAM W/ HTSM20 OR MSTAM36)
ABOVE
F.F.E.
F.F.
.
TOP OF
GARAGE DOOR
6'-1" ABOVE----
F.F.E.
_
4'-9" ABOVE
F.F.E.
2'-9" ABOVE
--
�f
q_OF OPENING
2x6xl2 PT
CENTER BUCK
1," DIA. ANCHOR
2x4 PT TOP BUCK
---- 2x6 PT BUCK EACH SIDE OF OPENING
- PROVIDE (5) 18" DIA. J-BOLT OR LARGE
DIAMETER SCREW ANCHOR wl 5 %-"
EMBEDMENT AT EACH DOOR BRACKET,
EACH SIDE OF DOOR. PROVIDE 1 %" x �16"
0'-9" ABOVE THICK WASHER w/ EACH ANCHOR.
F.F.E. (1st BOLT TO BE 9" MAX. ABOVE CURB.)
TOP OF
CURB ---- --- -
F.F.E.---....---
GARAGE DOOR JAMB DETAIL
#5 CONT.
(1) #5 BAR AT CORNER
W/ MIN. 25" LAP
#5 CONT.
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PRE -CAST LINTEL
PER PLAN
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W/ CONTINUOUS POUR
PRE -CAST LINTEL PER PLAN- MITER -CUT LINTELS AT CORNER,
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SHORED FOR MIN (7) DAYS
LINTEL REINFORCING AT CORNER
TOP OF WALL
— --F- I-- ---- -
I
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TOP OF FINISH
VERTICAL BARS TO EXTEND TO
TOP OF WALL AS SHOWN. MIN
6" BEND INTO BOND BEAM
PRECAST LINTEL SEE
PLAN
EXTEND REINFORCING TO
END OF PIER W/ 6" BEND TO
LAP WALL REINFORCING AS
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
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.
CONCRETE
FOUNDATION WORK
PER PLAN
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GARAGE SHEAR PIER
- (1) DIAGONAL BRACE PER ,1W TRUSSES A.PPLIFI) TO I,
OPPC!SITE SIZE OF ,VFBS DIAGONAL BRACE APPLIED AT
APPROXIMATE: 45 AN\;LE TO NO I ESS YiiAN TRUSSES!
I it II �� II
i;LAN I ItlOUca LAT L-RAL REb iRAIN T !
(CLR). jL1l.N")-I-F'i' ANI.1 LOCA I IC)N
i DEFINED E3Y TRUSS SHOP DRAWING.
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APPLIED TO EITHER IF LATERAL RESTRAINT MUST
\ SIDE OF WEF3S I MADE OF MORE THAN ONE PI
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NEEDING BRACING ON THF- INDIVIDUAL TRUSS DETAILS PRODUCED BY THE TRUSS ENGINEER. 4 ALL FA.STCtJER SHObVN AItC .131" x ;;" LUNG (UNO).
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T-BRACE FASTS NEC TO ROW 2x4 (1)2x6 1i Z W
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�x 2 ROWS 2x6 ! (2)2x4 �I U
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FAS'?ENFD TO CD
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Si '�GLE TRUSS BRACING
INDiVIDUAL WEB BRACINU MAY BE USED WHEN CONTINUOUS LATERAL
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RESTRAINT (CLR) IS SPECIFIED ON A TRUSS DESIGN BUT AN
- SCAB BRACE FASTENED TO RESTRAINT
TERNATIVE 'WEB BRACING METHOD IS DESIRED. O
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