HomeMy WebLinkAbout8214 Wheat Stone Dr)ocuSign Envelope ID: 80F120FA-2DA7-4870-B30E-7E--�,94R<: D
DRAWING INDEX
ARCHITECTURAL
SHEET NO.
LSHEET NAME
A000
ARCHITEC-Fw<;-L GENERA.
A110
1st LEVEI Fi., Cif: PLAN
A200
ELEVATION:,
A400
WALL SECT;'\.c,->
A500
DETAILS
A501
DETAILS
A502
DETAILS - IF APPLICABL L
STRUCTURAL
SHEET NO. SHEET NAME
ST-1 STRUCTURAL SPECIFICATIONS
ST-2
FOUNDATION PLAN
ST-2.D
FOUNDATION DETAILS
ST-3
1st LEVEL STRUCTURAL PLAN
ST-3A
_
1st LEVEL ROOF FRAMING PLAN
TYPICAL WALL SECTIONS
SECTIONS AND DETAILS
ST-5
ST-6
DR HORTON
A4DB DELRAY ELEVATION A
Abbott Park,, LOT 015=02
ELECTRICAL
SHEET NO. SHEET NAME
E100 1st LEVEL ELECTRICAL PLAN
BUILDING CODE SUMMARY
TI-iL- PR0Jt_CT SHALL COMPLY VVITI-I , .i_t. APPLICABLE STATE AND LOCAL CODES
FI_ BUILDING CODE - RESiDEN i IA!- t I i
FL BUILDING CODE - FUEL GAS: 2017
FL. BUILDING CODE - PLUMBING
NATIONAL ELECTRIC CODE 2014
FL BUILDING CODE - ME,CHANICA'L:
FL_ FiRf: PREVENTION CODE. 2017
FL BUILDING CODE - ENE RC)Y CUNSEP'`.';,' !Otd
20,
OCCUPANCY CLASSIFICHTION RESIDENTIfu.
CONSTRUCI ION TYPE: VB
WINUZC)NE SFEST-1
SPRINKLED NO
Z_ONiN;i C 0DE.
PROPOSI I� S i RUCTURE CON?Pt IES �di I H I'HE: RE(IlUIPEMENTS OF CHAPTER 656
"ONiNC. C ,LAC FOR RESIr)FNTwI DIS RICTS
INCL r`dlAx Bt DG HGT OF 35'
AREAS
VOLUMES
CONE)! FIC)NF I) .AREA
1st Floor 118982 CF
1St �: 01 Z'034 Sf
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No. Description Date ~
ALL WORK SHALL CONAPLY WITH PREVAILING
CODES FLORIDA BUILDING CODE, } U
NATIONAL ELECTRIC CODE,
AND THE CITY OF Z+. PHYRHILLS
ORDINANCES REVIEW I7,�TEp 4 0 JO O
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OocuSign Envelope ID: 80F120FA-2DA7-4870-B30E-7E2284B:'! 2DD
Footer
GENERAL ELECTRICAL NOTES
ALL ELECTRICAL DESIGN AND WORK SHALL BE IN STRICT
ABBREVIATIONS LEGEND
COMPLIANCE WITH THE 2014 NATIONAL ELECTRIC CODE
ABV
ABOVE
Re -Bar (sized -
AC
AIR CONDITIONER
according to
•
PER NEC SECTION 210.12 (B) ALL 15A & 20A, 120V
AFF
ABOVE FINISHED FLOOR
foundation plan)
BRANCH CIRCUITS SUPPLYING OUTLETS REQUIRE
AHU
AIR HANDLER UNIT
°
AFCI PROTECTION
BLK
BLOCK
.
CABS
CABINETS
"4
•
CARBON MONOXIDE PROTECTION PER FLORIDA
CLG
CEILING
#4 awg CU bare w/ 10' stubbed
STATUTES 553.885 (2). TO BE INSTALLED WITHIN 10'
CHR
CHAIR RAIL
outside of slab at service a . o
° �°
OF EVERY SLEEPING ROOM
COFF
COFFERED
location. Connect to footer steel ! • ` in
COL
COLUMN
w/ (2) ground clamps 5' apart __ Ih ,
•
ALL OUTLETS SHOULD BE AFCI PER NEC -U.N.O.
COND
CONDENSER
CRN
CROWN MOULDING
"
—
.
PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
CVAC
CENTRAL VACUUM SYSTEM
—___-
RECEPTACLES INSTALLED OUTDOORS MUST BE
DBL
DOUBLE
DIAG
DIAGONAL
j
GFCI-PROTECTED
DR
DOOR
DRY
DRYER
•
PER NEC SECTION 210.8(B)(5) ALL 15A & 20A, 15V
DW
DISHWASHER
UFER GROUND DETAIL
RECEPTACLES INSTALLED WITHIN 6' OF SINK (IN
EB
EYEBROW
N.T.S.
NON -DWELLING OCCUPANCIES-i.e. OUTDOOR
FL
FLOOR LINE (MAT. CHANGE)
SUMMER KITCHENS RECEPTACLES) MUST BE
FLR
FLOORFP
GFCI-PROTECTED
FIREPLACE
:f,i. RI:,ER DIAGRAM
FXD
FIXED
- : `VE''HEAD
•
PER NEC SECTION 406.8(B)(I) 15A & 20A
FXT
FIXTURE
V S/,ME �1S
RECEPTACLES IN A WET LOCATION MUST BE WITHIN
GLS
GLASS
150 = #1 Copper or 2/ 0 Aluminum
E Puy-�NI � 150 OR 200
AN ENCLOSURE THAT IS WEATHERPROOF WHEN AN
HB
HOSE BIB
200 = 2 /0 Copper or 4 /0 Aluminum in 2"
Vi! t
ATTACHMENT IS PLUGGED IN AN ALL NON -LOCKING
KS
KNEE SPACE
Conduit. A/C DISCONNECT
\
RECEPTACLES SHALL BE LISTED AS WEATHER
LAV
LAVATORY
!r
RESISTANT
LT
LAUNDRY TUB
tE rER
MRBL
MARBLE
MAIN -�
•
PER NEC SECTION 406.11 IN DWELLING UNITS, ALL
MC
MEDICINE CABINET
DISC. _ #12 COPPER TO APPLIANCES AND GFI
150 OR
15A & 20A, 15V RECEPTACLES SHALL BE LISTED AS
MIR
MIRROR
200 AMP TYPICAL
TAMPER -RESISTANT
MTL
METAL
ELECTRICAL -- . #14 COPPER TO LIGHTS AND OUTLETS
OH
OVERHEAD
PANEL
#10 COPPER TO WATER HEATER
.
PER NEC SECTION 800.156 NO LESS THAN ONE
OPNG
OPENING
UNDGND
UNDG #8 COPPER TO RANGE
SERV.POWER
COMMUNICATION OUTLET SHALL BE INSTALLED
OPT
OPTIONAL
CO. #6 COPPER TO HVAC
WITHIN EACH DWELLING UNIT
R & S
CLOTHES ROD and SHELF
—
REF
REFRIGERATOR
#4 GROUNDING WIRE WITH CODE APPROVED CLAMP TO EITHER:
•
PER NEC SECTION R314.3 AND R315.1 SMOKE
SD
SOAP DISH
A) APPROVED GROUNDING ROD WITH MINIMUM 8' DEPTH
DETECTORS TO BE INSTALLED INSIDE EACH
SDLTS
SIDE LIGHTS
B) BONDED TO CONTINUOUS FOOTING STEEL
SLEEPING AREA
SGD
SLIDING GLASS DOOR
SH (2)
SHELVES (QUANTITY)
INTERSYSTEM BONDING TERMINATION PER NEC 250.94
•
ALL SMOKE ALARMS SHALL BE LISTED AND LABELED
SHWR
SHOWER
IN ACCORDANCE WITH UL 217, PER FBC 314.1. GC TO
TB
TOWEL BAR
INSTALL; KIDDE MODEL # 14618A SMOKE ALARM, OR
TPH
TOILET PAPER HOLDER
L MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE
APPROVED EQUAL
T&S
TUB and SHOWER
INS OF THE NFPA 70, LOCAL CODES AND LOCAL POWER/UTILITY COMPANY
TEMP
TEMPERED
•
PROVIDE GAS DROPS AS PER COMMUNITY ONLY
TR
TRANSOM
_ -
VOL
VOLUME
WC
WATER CLOSET
•
JUNCTION BOX AT WATER HEATER, RANGE AND/OR
WD
WOOD
DRYER TO BE 220V IN NON GAS COMMUNITIES, AND
WH
WATER HEATER
110V IN COMMUNITIES THAT HAVE GAS OPTIONS
WNCT
WAINSCOT
PROVIDE APPROPRIATE RECEPTACLE PER
WS
WATER SOFTENER
APPLIANCE
WASH
WASHER
•
ALL LAMPS SHALL BE HIGH -EFFICACY TO COMPLY
WITH FBC-EC R404.1 - (LOW -VOLTAGE LAMPS
EXCLUDED).
•
- V 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
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"
OUT IN ROOF SHEATHING PER MFR WRITTEN
INSTRUCTIONS
i
EXTERIOR ELEVATION GENERAL. NOTES
• FRONT ELEV,1, T IONS BAINDiNG. MOLDING
COLUMNS AND TRIM, ;:SHALL RcGEIVE A SAND
FINISH SEE F:LEVA TION FOR DEPTH OR RAI`>ED
BANDING
SIDE AND REAR ELEVATIONS BAND!NG ,Rr
IN WDOWS M AND DOORS AY BE OPTIONAL. PER
COMMUNITY SPECS SEECQMMUNFY
SPECIFIC ATIONS OF; CONSULT THE
CONSTRUCTION MANAGER. ALL. BANDING SHALL
CUT RECEIVE A SAND FINISH
• ROOF COVERING SEE COMMUNITY
SPECIFICATIONS OR CONSULT THE
j CONSTRUCTION MANAGER. SEE STRUCTURAL
SHEETS FOR SHEATHING REQUIREMENTS
l
• FLASHING SHALL BE INSTALLED AT WALL AND
ROOF INTERSECTIONS. DECK AND WALL
INTERSECTIONS, A i Go I I ER A. Ai" ALL (HAN:oF;� IN
ROOF SLOPE. C')R 0IRF.CTION_41%.) AROUND k'cy.w
OPFNIN("
• NJIfNP (i1N PAN FLALSF-iiNG SHALL BE IN
ACCORDANCE. WITH FBC R703.8
• WALL -HEIGHTS VERIFY ALL BtA.RING WALL
HEIGH i-S WITH FINAL TRUSS LAYOUTS
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
GARAGE ARE PERMITTED DIRECTLY INTO SLEEPING
AREAS, ALL OPENINGS SHALL HAVE SOLID WOOD,
INSULATED STEEL OR 20 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
-----�--_-___. . L.�A I H PER F BC R Ire3 7.1. LATH AND LATH
ROOF VENT CALCULATION ATTACHMENTS SHALL BE OF
CORROSION -RESISTANT MATERIALS. EXPANDED •
ME-1 AL OR WOVEN WIRE LATH SHALL BE
FORMULA: ATTACHED WITH 1l12-INCH-LONG (38 MM). 11 GAGE.
NAILS HAViN('-; A 01iS-INCH 01 1 MM) HEAD. OR
1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES i18 1NC1-i1 0NG (? % MM) 16 GAGE STAPLES
OF CEILING
*144 SQ. IN. = 1 SQ. FT.
BLDG. CEILING (SF) x 144 = BLDG (SQ. IN.)
BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED / 2 = 50% AT HIGH AND 5
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 (NFVA)
PER LINEAL FT
(b) SOFFIT VENTS - GP T3-1/3" FULL VENT PERFORAT
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
PA�0,FC) NGT P„C,,R tHAN 6 1NCH�E (152 MM) OR
AS OTHtpwi>�: APPROVED
• PLASTER PER R/3 '0.2, PLASTERING Wi T H
0% PORTLAND CEMEN T PLASTEIlSHALL Bc tvCi T LT_SS
THAN "THREE COAT.= WHER � ����.PF'I_iED 0`''F-
LATH OR WiR.E: LA 11 i AND SHALL BE NO I !_E '
THAN I JVO ''11GATS ViNERE A.PF'L!CD OVERMASONRY. CONCRETE, PFRE`;�;URE-PRESFIRVArI�/E
W TREATED; WOOF) r)R DEC.; AY-ERF ;ISTANI '.NkDO[w; AS
SPECIFIED IN SEU T!ON R3'I 1 OR GYPSUM
BACKING !F THE. PLASTER SURFACE IS
CONIPLET E.LY COVERED E;Y `/''. NE=ER OR :iTN,ER
FACING MA FERIAL. OR IS COI' IPLE T ELY
COWCEAL!=D PLAS t R APPLICATION NEED BE
I ONLY TWO COATS, PROVIDED I -HE TOTAL
THICKNESS IS AS SET FORTH IN --ABLE R702 'l(1).
ON WOOD -FRAME CONSTRICTION WITH AN
ED j ON -GRADE FLOOR SLAB SYSTEM, EXTERIOR
PI -ASTER ;HALT BE APPLIED TO COVER E31JT NOT
FX1 ENr) BE!.�TA'. L!'. FH, PAPER AND SCREFID THE
PIROPORTiON' OF AGGREGATE TO CEME:NT!TIOUS
MATE F.!ALS SHALI.. PE AS SET FORTH IN TABLE
R ;%02
I
I
• WEEEP S :REEL) PLR R703.'.2 ! A M!NIMUN!
b.019-INCH (G.5 MPvI) (NO. 26 GALVANIZED ; HE ET
GAGE) C;CaRR:JE�10N-RF_SISTAUT VVE `F' ::P,E E.D OFt
PLASTIC WEEP '�(,REED.'u'\JI"rH A. MINIMU'�:T
VERTIC N— P.T'fAC.F;P:"ENT FLA!`,: E OF 311"' INCHES
(89 MM) SF?ALL E;F F'r= OV!Df`T OR Br
FOLINDAT'iON PLATS LINE ON EXTERIORJUL"
b4Ai L iR,"-;,,NCE `NiT!' AS i M C926. T HE
WELL ISCREFD SHALL BE PLACED NOT LFJS I HAN
4 �NCHEa (102 rvlW ABOVE THE EARTH OR 2 INCHES
51 MM) ABOVE PAVED AREAS AND SHALL BE OF A
TYPE: THAT k1VI L_ N. LOW TRAPPED WAI ER TO
DRAIN TC, THE: FXTFRIOR OF FHE BUILDING. THE
V'!EA i HER-FE SISTANT BARRIER SHALL LAP THE
AI""TA.CI'MEN-r i=L.P,NGE. TIME EXTERIOR LATH SHALL
COVER AND TEP,NIINATE ON T.1E ATTACH MENIT
FLANGE OF T HE'VEEP SCREEC
• WATER -RESISTIVE BARRIERS PER R703.7.3.
WATER -RESISTIVE BARRIERS SHALL- BE INSTALLED
AS REQUIRED IN SECTION R703 2 AND, WHERE
APPLIED OVER WOOD -BASED SHEATHING, SHALL
INCLUDE A WATER -RESISTIVE VAPOR -PERMEABLE
BARRIER WITH A PERFORMANCE AT LEAST
EQUIVALENT TO TWO LAYERS Of GRADE D PAPER.
THE INDIVIDUAL LAYERS SHALL BE INSTALLED
INDEPENDENTLY SUCH THAT EACH LAYER
PROVIDES A SEPARATE CONTINUOUS PLANE: AND
ANY FLASHING (INSTALLED IN ACCORDANCE WITH
SECTION R70'1.4) INTENDED TC.) DRAIN TO THE
WATER -RESIST IVIE' BARRIER i"I DIRECTED
BEI WEEK THE: LAYERS
PER FBC TABLE R-302 6 GARAGE SHALL BE
Gi=l ABATED FRO'_ RESIDENCE AND IT'S ATTIC W/
IN. 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
VV/ MIN 1/2" GYP BOARD
PER FBC R302.12 IN COMBUSTIBLE CONSTRUCTION
WHERE THERE IS USEABLE SPACE BOTH ABOVE
AND BELOW THE CONCEALED SPACE OF A
FLOORICEILING 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
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
VVE-RICH DO NOT' ALLOVV PASSAGE OF A SPHERE 4"
OR MORE IN DEAMEI ER
• P'-a"\' FBC R-308.4.5 GLAZING iN WALLS, ENCLOSURES
OR FENCES CONTAINING OR FACING HOT TUBS,
SPAS, WH!RLPO0L.S, SAUNAS, STEAM ROOMS,
BATHTUBS, SHO'IVERS AND INDOOR OR OUTDOOR
S`WiMMING POOLS WHERE THE BOTTOM EXPOSED
EDGE OF THE GLAZING IS LESS THAN 60 INCHES
MEASURED VERTICALLY ABOVE_ ANY STANDING OR
WALKING SURFACE SHALL BE CONSIDERED A
HAZARDOUS LOCATION. G.C. TO VERIFY IF
HOMEOWNER SELECTS ANY OF THESE ITEMS
LISTED. IF ANY OF THESE ITEMS LISTED IS
INSTALLED, SUCH GLAZING FACING THOSE ITEMS IS
TO BE TEMPERED
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
REFER TO STRUCTURAL ENGINEERING DRAWINGS
F"DR ALL. EXTERIOR WALL STUD SPECIES, SIZES AND
SPACING
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l i 'IFY AC COND
OCATION
/ SITE PLAN
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(14
1st LEVEL FLOOR PLAN
1/4" = 1'-0" WHEN PRINTED ON 22"x34"
70'-0"
FLOOR PLAN KEY NOTES
(SEE SHEET A000 FOR GENERAL NOTES)
100 - PROVIDE FURRING AS NEEDED
101 - 2x6 WALL
102 - DOUBLE WALL (2-2x4 U.N.O.)
103 - 42" HIGH HALF WALL WITH CAP
M4 - DOOR HEIGHT DIFFERS
(RE. COMMUNITY/BLDR SPECS)
105 INTERIOR FLAT HEADER at 8' U.N.O.
(SEE PLANS FOR WIDTH)
1;}6 INTERIOR ARCHED HEADER (from TA" to 8')
(`c;EE PLANS FOR WIDTH)
107 SHOWER NICHE 14" x ,i8" w/BOTTOM at 4'-10" AFF, SHOWER
CONTROLS POSITIONED BELOW NICHE
108 EXTEND 36" H COUNTER 16" OVER 2x6 WALL BELOW
10`3 36" HIGH HANDRAIL
1 .0 SELF CLOSE DOOR IS 1 3/8" MIN SOLID CORE
-OR- 20 MIN FIRE RATED
111 - ATTIC ACCESS - SIZE AS NOTED
IVHN FIRE RAT ED
1 2 - INTERIOR FLAT HEADER at 8-8"' U.N.O.
r:,EE PLANS FOR WIDTH)
i 20 - RECESSED TILE SHOWER - SIZE AS NOTED
121 - TILE SHOWER WITH CURB - SIZE AS NOTED
122 - VIKRELL BASE SHOWER - SIZE AS NOTED
12:3 - TUB R.U. 5'-0 '/4"
124 GARDEN TUB - SIZE AS NOTED
it 5 - TEMPERED GLASS SHOWER ENCLOSURE
126 - TEMPERED GLASS SHOWER ENCLOSURE
ON 42" H 1/2 WALL w/SLP TOP
127 - SHOWER SEAT AT 18"x'18"x20"
128 - SHOWER BENCH
129 - LAUNDRY SINK
130 - SINK
i 140 - OVERHEAD CABINET
141 - REFRIGERATOR -- OPTIONAL
142 - DISHWASHER
143 - RANGE WITH MICRO HOOD
144 - COOKTOP
145 DOUBLE OVEN
1.16 - WASHER -OPTIONAL
147 - DRYER - OPTIONAL
1F,0 - INSTALL MECH PROTECTION PER CODE
161 - EQUIPMENT STAND LOC at 18" AFF FOR GAS WH ONLY
1E;2 - LOUVERED DOOR
1 ;3 METAL A/C STAND
164 - BOLLARD AS REQ. PER BUILDING CODE
180 - EXTERIOR HEADER
(RE: ELEVATION)
181 - SYNTHETIC STONE VENEER
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ELECTRICAL_ CONDUIT PENETRATION
WOOD CONST BEYOND
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WEATHER RESISTIVE
BARRIER #1
WEATHER RESISTIVE
BARRIER #2
5/16" X 7 1/4" LAP
SIDING W/ 6 REVEAL
STARTER STRIP
DO NOT CAULK OR
SEAL OPENING
GALV'D METAL '7'
FLASHING
1 1/4" X 6" SIMULATED
WOOD TRIM MEMBER
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SCALE: N.T.S.
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PT 1x4
PT 2x4 FRAME ANCHOR
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ISOCYANOTE••POLYBLEN
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I
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ELEC WIRE PENETRATES
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SCALE: N.T.S.
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IRED PER ,:QMMUNITY
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SCALE: N.T.S.
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LOAD DESCRIPTION
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TABLE 7: METAL CONNECTOR SCHEDULE
NOTES 2. 3. 4
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DESIGN CRITERIA AND LOAD'. TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS
NI -,TES 3A
Building Code
Florida Building and Residential Codes 6''' L dition (20'
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
EXPOSURE CATEGORY.......
BUILDING CATEGORY ............. .
ENCLOSURE CLASSIFICATION.
INTERNAL PRESSURE COEFF
C&C DESIGN PRESSURES...
FLOOR LOADING ..................... ....
TOP CHORD LIVE LOAD ...............
TOP CHORD DEAD LOAD ...............
BOTTOM CHORD LIVE LOAD.......
BOTTOM CHORD DEAD LOAD......
SPECIAL FLOOR (GAME ROOM) LC (SIN
TOP CHORD LIVE LOAD........ ...
TOP CHORD DEAD LOAD...........
BOTTOM CHORD LIVE LOAD. ....
BOTTOM CHORD DEAD LOAD ..
MAXIMUM FLOOR TRUSS SPACINl
DEFLECTION CRITERIA
ROOF TRUSSES ... ............
OPEN WEB FLOOR TRUSSES. ...
WOOD I JOISTS ............................
C, 1
20 PSF
7 PSF ( E F
20 PSF
10 PSF
(NON-C('NC! ?L
5 PSF
CJ= 1. 6':
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10 PSF
0 PSF
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PSF
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Ti- MAX UI
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TL MAX
II /
l BEAMS ................................._ . _... ILL36CTL ! 24(
NOTES:
1. PORCH BEAMS AND BEAMS SUPPO R FING EXTERIOR v
ABOVE SHALL NOT EXCEED Y4' DE 1 LFC - IION
TABLE 1: COMPONENT AND
CLADDING DESIGN
PRESSUF-.
WINDOWS AND DOORS
EFFECTIVE ZONE E ,I .SIGNATI; "J
WIND AREA IZ -interior Zo
, L ; Z
0 -20 ftZ +28.54-
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21 - 50 ft2 +27.17
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51 - 100 ftZ +25.52
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101 - 200 ftZ +24.25
26 (: +24
VINYL SOFFIT MAX PRESSURE (!,4)
25,
GARAGE DOOR PRESSURE
+2
END ZONE KEY MAP
END ZONE: END ZONES SHALL BE TAB EN
AS THE 1ST 4.0' PER FIGURE R301.2
1 1ST FLOOR
4.0 FT
(TYP)
END Z �E
DLSIG TIC
f'
z STUCCO AND DIRECTLY MIN'%2" 32/16 SPAN RATED OSB OR PLYWOOD INSTALLED VERTICALLY OR (%" 24/16
ADHERED STONE INSTALLED HORIZONTALLY) W/ 8d COMMON: 6" O.C. AT PANEL EDGES, 12" O.C. IN THE
= c� (NOTE 6) FIELD. 2x4 BLOCKING IS RECOMMENDED AT UNSUPPORTED PANEL EDGES.
`= w
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MIN „ 24/16SPAN RATED OSB OR PLYWOOD INSTALLED VERTICAL OR HORIZONTAL
- ALL OTHER VENEER W/ 8d COMMON: 6" O.C. EDGES AND FIELD (UNBLOCKED HORIZONTAL PANEL EDGES);
(NOTE 8) 6" O.C. AT PANEL EDGES, 12" O.C. IN FIELD (BLOCKED HORIZONTAL PANEL EDGES)
i O TILE ROOF MIN 1%32" 32/16 SPAN RATED PLYWOOD INSTALLED WITH LONG DIMENSION
Z (NOTE 7) PERPENDICULAR TO SUPPORTS W/ 8d RING SHANK NAILS: 4" O.C. AT PANEL EDGES AND
= w 8" O.C. IN THE FIELD
< 00 MIN %s' 24/16 SPAN RATED OSB OR PLYWOOD INSTALLED WITH LONG DIMENSION
uJ z SHINGLE AND METAL ROOF
(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.
, 3
MIN /8 OSB OR PLYWOOD OR CDX INSTALLED PERPENDICULAR TO SUPPORTS W18d
ORCH CEILING BOARD SHEATHING: COMMON: 3" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD OR MIN /Z" EXTERIOR GYPSUM
CEILING BOARD, FASTEN w/ 5d x 1 /" COOLER NAIL OR NO.6 x 1 /" LONG SCREWS @
4" O.C. EDGES, 8" O.C. FIELD
N,., I ES:
1 1 OR 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).
COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF. SPECIFICATIONS.
F LOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP
"EDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
H1LLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY E TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW MIN
TRUCTURAL REQUIREMENTS ARE ;/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
-PECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY
ND INSTALLATION REQUIREMENTS ALLOW, 15/37" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
^JOOD 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,
: ONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS.
TABLE 4: NAIL SIZE LEGEND
NOTES 1. 2. 3. 4
DIAMETER LENGTH
8d COMMON 0,131" 2-'/2'
8d RINGSHANK 0.113" 2 3/8'
10d x 1-'/2" 0.148" 2"
10d 0.131" 3"
10d COMMON 0.148" 3"
12d COMMON 0.148" 3-'/,"
16d SINKER 0.148" 3-'/4'
16d COMMON 0.162" 3-%" 11
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
ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC
(INCLUDING ACQ & MCQ) COATED FINISH,
ALL FASTENERS MUST BE HOT
DIPPED GALVANIZED.
NOTES:
1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES:
7 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
BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE
0
SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER.
THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
CONCRETE AND FOUNDATION NOTES
CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
INSTALLED AT ALL REENTRANT CORNERS.
FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OF SUBTERRANEAN TERMITES.
STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS.
0 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.
I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.
PRE-ENGINEERED TRUSSES & I -JOISTS
ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
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.
a 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.
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
(8)/. X 1 /z" SDS SCREWS (8) Y2
1 1 %' x 1' WS15-GC
DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I
(NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON
SCREW ANCHOR OR SCREW ANCHOR EACH END
(18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN
HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1
(NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END
IN CONCRETE IN CONCRETE
IN
(26) 0.162' x 2 /' IN (26) 0.162" x 2 /z
HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON
(NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I,
IN CONCRETE IN CONCRETE
(20)%" x 3" SDS SCREWS 1'
(24) 3" WS IN STUD
IN STUD GROUP (13) 10d COMMON 13 10d COMMON
HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( )
0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END
ANCHOR IN CONCRETE I'
(7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN
META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING
GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _
(8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" 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 %" IN (11) 10d x 1 'r>" IN II
STUD STUD
(12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN
ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER
I'
(NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r;
STUD OR EQUIVALENT IN STUD
(12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1
ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h
(NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W
DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE
HU48, (5)
16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5
✓�
) 10d x 1'/1' IN
HUC48, (14 ) HD481F, TRUSS TRUSS I)
HEADER HEADER H8
HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it
HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE
HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER
HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT
HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT
(22) 16d COMMON IN (22) 16d COMMON IN -
HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l
10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING
12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I
(4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS
IN TRUSS/RAFTER IN TRUSS/ RAFTER --
HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -�
IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT
(4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS
IN TRUSS/RAFTER IN TRUSS/ RAFTER
HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT
INN MASONRY
(4) /. x TITEN SCREWS 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 MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>.
REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d.
MASONRY NOTES
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING .
8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL
AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN
1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL
O
FOR ENGINEER OF RECORD
E'.N EACH i WAY >
OSB ORIENTED S,, RAND BOARD O Q
0
WISP V4'UU[J SL,�;UC FURAL PANEL NIn
SYP SCUTTIUPN Yh.LLOW PINE:
APES
SPF SPRUCE r III_-i-Ufi N U
CONT CONTINUOUS 10 (1)
O C. ON CFNTER O N
LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a
;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r
L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE
PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N
SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER
�
J �
IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL
ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS �
W
INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds
�':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios
STRUCTURAL. WOOD REAM O a
Y 9000 REGENCY SQUARE BLVD.
STUD COLI'MN KEYNO.i E (.,) C
SUITE 0 JACKS NVILLE FL 32211
------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O
O
NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w
d + cn
- 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. �
1 2 11 2 S rUDS 1 0r. _ T W a
Ill-
o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0
Lc
j 2 ANCHOR 0 W 'U
- 1- -- � --
BOTTOMUM OF STUD COLUMN CONNECTION1HMON
�
---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A #
2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J
COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I'
"ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W
`---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q
HEADER o,' T i`kAPPING KEYNOTE 0
-------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i
t }
MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V
k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w
?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�►
- - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU
GROIJP 71_l `STUDS/HEADER/BEAM.
I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O
O
O
NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O
-
NO --- - -
-.
HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl-
LO
F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti
LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V
�t_i_E i' ; ^�Ih; > KL Y,)OTE Z w
i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q
f-- t - t --- W
--- - NL ! . :ii � i! SIDE OF OPENING Z Z
U) Uj
F -,f !"dG #2 SYP HEADER
1N H ADER mLU 0 cn
_
IF ADER FRAMING KEYNOTE LLJ
C) F_
!.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i
., z_
I .. T_._. -
NUPvBL- DS Z
I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q
L
LL
.._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U
I - - - DEPTH OF LOAD -BEARING EWP HEADER 2
- - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W
- -
o W
DEADER FRAMINI.31
I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z
ST.AG(�ERED. O a Z
2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C
EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑
3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W
4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O �
". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z
UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a
CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST
LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_
I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W
DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O
•SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF'
.1
• DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02
• FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q
CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C.
U
z
FRAMING NOTES }
O PROJECT NO V,J
S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 �
ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q
ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN:
DO
SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q
2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc
SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF �
? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
TABLE 2304.9 1. a LL
BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q
5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U
UPPER
LEVEL
OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i /
6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � ���� �`!�• G E N '• 9 ♦♦ice c
FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z
AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM �
T! 11CKNES� AND M. L I-
-CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q
i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a'
o -
•w 10.• C�
Q '♦ S •
Q
O 07-02-2020 p
Ill- W
01)
U REVISIONS: LL
L11-
Q No. Description Date I—-- W
U) J
Q
j Q
O z
2 C
U
W
1--
x
W STm1
a
CMU/METAL CONNECTOR ENGINEERINGa
N,., I ES:
1 1 OR 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).
COMMON NAILS IN WALL SHEATHING MAY BE SUBSTITUTED W/ 8d GALVANIZED BOX NAILS.
ZIP WALL SHEATHING IS AN ACCEPTABLE ALTERNATE FOR APA RATED WOOD STRUCTURAL PANEL.
ALL WOOD STRUCTURAL PANEL SHALL CONFORM TO THE MOST CURRENT APPLICABLE SPECIFICATION AND SUPPLEMENTS OF
CURRENT APPROVED APA.MANF. SPECIFICATIONS.
F LOOR FASTENERS ARE MINIMUM REQUIRED FOR DIAP HRAGM DESIGN. FOR INCREASED FLOOR PERFORMANCE AND TO HELP
"EDUCE SQUEAKING, 8d RING SHANK NAILS OR 8d SCREW NAILS ARE RECOMMENDED.
" 32/16 SPAN RATED OSB OR PLYWOOD WITH BLOCKED PANEL EDGES IS AN APA RECOMMENDATION PER APA TECHNICAL
H1LLETIN Q370 WHEN STUCCO LATH IS ATTACHED DIRECTLY E TO OSB OR PLYWOOD.. SHOULD BUILDER SPECIFICATIONS ALLOW MIN
TRUCTURAL REQUIREMENTS ARE ;/6" 24/16 SPAN RATING INSTALLED HORIZONTALLY OR VERTICALLY PER FLEXIBLE VENEER WALL
-PECIFICATIONS. INCLUDES FULL AND PARTIAL HEIGHT VENEER APPLICATIONS.
PLYWOOD IS A WARRANTY LIMITATION COMMON TO TILE MANUFACTURER'S MINIMUM RECOMMENDATIONS, SHOULD WARRANTY
ND INSTALLATION REQUIREMENTS ALLOW, 15/37" APA RATED OSB OR EQUAL MAY BE USED TO SUPPORT TILE ROOF.
^JOOD 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,
: ONTRACTOR SHALL PROVIDE ROOF SHEATHING IN ACCORDANCE WITH ROOFING SPECIFICATIONS.
TABLE 4: NAIL SIZE LEGEND
NOTES 1. 2. 3. 4
DIAMETER LENGTH
8d COMMON 0,131" 2-'/2'
8d RINGSHANK 0.113" 2 3/8'
10d x 1-'/2" 0.148" 2"
10d 0.131" 3"
10d COMMON 0.148" 3"
12d COMMON 0.148" 3-'/,"
16d SINKER 0.148" 3-'/4'
16d COMMON 0.162" 3-%" 11
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
ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC
(INCLUDING ACQ & MCQ) COATED FINISH,
ALL FASTENERS MUST BE HOT
DIPPED GALVANIZED.
NOTES:
1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES:
7 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
BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE
0
SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER.
THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
CONCRETE AND FOUNDATION NOTES
CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
INSTALLED AT ALL REENTRANT CORNERS.
FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OF SUBTERRANEAN TERMITES.
STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS.
0 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.
I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.
PRE-ENGINEERED TRUSSES & I -JOISTS
ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
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.
a 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.
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
(8)/. X 1 /z" SDS SCREWS (8) Y2
1 1 %' x 1' WS15-GC
DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I
(NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON
SCREW ANCHOR OR SCREW ANCHOR EACH END
(18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN
HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1
(NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END
IN CONCRETE IN CONCRETE
IN
(26) 0.162' x 2 /' IN (26) 0.162" x 2 /z
HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON
(NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I,
IN CONCRETE IN CONCRETE
(20)%" x 3" SDS SCREWS 1'
(24) 3" WS IN STUD
IN STUD GROUP (13) 10d COMMON 13 10d COMMON
HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( )
0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END
ANCHOR IN CONCRETE I'
(7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN
META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING
GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _
(8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" 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 %" IN (11) 10d x 1 'r>" IN II
STUD STUD
(12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN
ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER
I'
(NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r;
STUD OR EQUIVALENT IN STUD
(12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1
ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h
(NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W
DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE
HU48, (5)
16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5
✓�
) 10d x 1'/1' IN
HUC48, (14 ) HD481F, TRUSS TRUSS I)
HEADER HEADER H8
HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it
HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE
HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER
HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT
HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT
(22) 16d COMMON IN (22) 16d COMMON IN -
HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l
10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING
12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I
(4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS
IN TRUSS/RAFTER IN TRUSS/ RAFTER --
HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -�
IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT
(4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS
IN TRUSS/RAFTER IN TRUSS/ RAFTER
HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT
INN MASONRY
(4) /. x TITEN SCREWS 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 MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>.
REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d.
MASONRY NOTES
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING .
8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL
AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN
1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL
O
FOR ENGINEER OF RECORD
E'.N EACH i WAY >
OSB ORIENTED S,, RAND BOARD O Q
0
WISP V4'UU[J SL,�;UC FURAL PANEL NIn
SYP SCUTTIUPN Yh.LLOW PINE:
APES
SPF SPRUCE r III_-i-Ufi N U
CONT CONTINUOUS 10 (1)
O C. ON CFNTER O N
LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a
;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r
L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE
PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N
SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER
�
J �
IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL
ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS �
W
INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds
�':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios
STRUCTURAL. WOOD REAM O a
Y 9000 REGENCY SQUARE BLVD.
STUD COLI'MN KEYNO.i E (.,) C
SUITE 0 JACKS NVILLE FL 32211
------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O
O
NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w
d + cn
- 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. �
1 2 11 2 S rUDS 1 0r. _ T W a
Ill-
o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0
Lc
j 2 ANCHOR 0 W 'U
- 1- -- � --
BOTTOMUM OF STUD COLUMN CONNECTION1HMON
�
---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A #
2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J
COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I'
"ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W
`---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q
HEADER o,' T i`kAPPING KEYNOTE 0
-------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i
t }
MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V
k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w
?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�►
- - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU
GROIJP 71_l `STUDS/HEADER/BEAM.
I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O
O
O
NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O
-
NO --- - -
-.
HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl-
LO
F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti
LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V
�t_i_E i' ; ^�Ih; > KL Y,)OTE Z w
i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q
f-- t - t --- W
--- - NL ! . :ii � i! SIDE OF OPENING Z Z
U) Uj
F -,f !"dG #2 SYP HEADER
1N H ADER mLU 0 cn
_
IF ADER FRAMING KEYNOTE LLJ
C) F_
!.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i
., z_
I .. T_._. -
NUPvBL- DS Z
I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q
L
LL
.._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U
I - - - DEPTH OF LOAD -BEARING EWP HEADER 2
- - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W
- -
o W
DEADER FRAMINI.31
I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z
ST.AG(�ERED. O a Z
2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C
EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑
3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W
4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O �
". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z
UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a
CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST
LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_
I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W
DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O
•SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF'
.1
• DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02
• FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q
CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C.
U
z
FRAMING NOTES }
O PROJECT NO V,J
S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 �
ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q
ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN:
DO
SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q
2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc
SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF �
? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
TABLE 2304.9 1. a LL
BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q
5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U
UPPER
LEVEL
OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i /
6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � ���� �`!�• G E N '• 9 ♦♦ice c
FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z
AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM �
T! 11CKNES� AND M. L I-
-CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q
i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a'
o -
•w 10.• C�
Q '♦ S •
Q
O 07-02-2020 p
Ill- W
01)
U REVISIONS: LL
L11-
Q No. Description Date I—-- W
U) J
Q
j Q
O z
2 C
U
W
1--
x
W STm1
a
CMU/METAL CONNECTOR ENGINEERINGa
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
ALL OTHER PT Z-MAX, G120 OR TRIPLE ZINC
(INCLUDING ACQ & MCQ) COATED FINISH,
ALL FASTENERS MUST BE HOT
DIPPED GALVANIZED.
NOTES:
1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES:
7 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
BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE
0
SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER.
THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
CONCRETE AND FOUNDATION NOTES
CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
INSTALLED AT ALL REENTRANT CORNERS.
FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OF SUBTERRANEAN TERMITES.
STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS.
0 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.
I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.
PRE-ENGINEERED TRUSSES & I -JOISTS
ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
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.
a 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.
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
(8)/. X 1 /z" SDS SCREWS (8) Y2
1 1 %' x 1' WS15-GC
DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I
(NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON
SCREW ANCHOR OR SCREW ANCHOR EACH END
(18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN
HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1
(NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END
IN CONCRETE IN CONCRETE
IN
(26) 0.162' x 2 /' IN (26) 0.162" x 2 /z
HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON
(NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I,
IN CONCRETE IN CONCRETE
(20)%" x 3" SDS SCREWS 1'
(24) 3" WS IN STUD
IN STUD GROUP (13) 10d COMMON 13 10d COMMON
HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( )
0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END
ANCHOR IN CONCRETE I'
(7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN
META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING
GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _
(8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" 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 %" IN (11) 10d x 1 'r>" IN II
STUD STUD
(12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN
ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER
I'
(NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r;
STUD OR EQUIVALENT IN STUD
(12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1
ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h
(NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W
DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE
HU48, (5)
16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5
✓�
) 10d x 1'/1' IN
HUC48, (14 ) HD481F, TRUSS TRUSS I)
HEADER HEADER H8
HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it
HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE
HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER
HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT
HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT
(22) 16d COMMON IN (22) 16d COMMON IN -
HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l
10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING
12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I
(4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS
IN TRUSS/RAFTER IN TRUSS/ RAFTER --
HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -�
IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT
(4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS
IN TRUSS/RAFTER IN TRUSS/ RAFTER
HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT
INN MASONRY
(4) /. x TITEN SCREWS 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 MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>.
REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d.
MASONRY NOTES
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING .
8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL
AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN
1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL
O
FOR ENGINEER OF RECORD
E'.N EACH i WAY >
OSB ORIENTED S,, RAND BOARD O Q
0
WISP V4'UU[J SL,�;UC FURAL PANEL NIn
SYP SCUTTIUPN Yh.LLOW PINE:
APES
SPF SPRUCE r III_-i-Ufi N U
CONT CONTINUOUS 10 (1)
O C. ON CFNTER O N
LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a
;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r
L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE
PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N
SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER
�
J �
IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL
ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS �
W
INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds
�':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios
STRUCTURAL. WOOD REAM O a
Y 9000 REGENCY SQUARE BLVD.
STUD COLI'MN KEYNO.i E (.,) C
SUITE 0 JACKS NVILLE FL 32211
------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O
O
NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w
d + cn
- 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. �
1 2 11 2 S rUDS 1 0r. _ T W a
Ill-
o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0
Lc
j 2 ANCHOR 0 W 'U
- 1- -- � --
BOTTOMUM OF STUD COLUMN CONNECTION1HMON
�
---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A #
2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J
COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I'
"ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W
`---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q
HEADER o,' T i`kAPPING KEYNOTE 0
-------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i
t }
MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V
k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w
?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�►
- - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU
GROIJP 71_l `STUDS/HEADER/BEAM.
I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O
O
O
NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O
-
NO --- - -
-.
HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl-
LO
F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti
LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V
�t_i_E i' ; ^�Ih; > KL Y,)OTE Z w
i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q
f-- t - t --- W
--- - NL ! . :ii � i! SIDE OF OPENING Z Z
U) Uj
F -,f !"dG #2 SYP HEADER
1N H ADER mLU 0 cn
_
IF ADER FRAMING KEYNOTE LLJ
C) F_
!.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i
., z_
I .. T_._. -
NUPvBL- DS Z
I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q
L
LL
.._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U
I - - - DEPTH OF LOAD -BEARING EWP HEADER 2
- - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W
- -
o W
DEADER FRAMINI.31
I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z
ST.AG(�ERED. O a Z
2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C
EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑
3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W
4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O �
". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z
UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a
CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST
LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_
I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W
DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O
•SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF'
.1
• DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02
• FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q
CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C.
U
z
FRAMING NOTES }
O PROJECT NO V,J
S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 �
ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q
ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN:
DO
SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q
2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc
SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF �
? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
TABLE 2304.9 1. a LL
BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q
5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U
UPPER
LEVEL
OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i /
6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � ���� �`!�• G E N '• 9 ♦♦ice c
FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z
AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM �
T! 11CKNES� AND M. L I-
-CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q
i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a'
o -
•w 10.• C�
Q '♦ S •
Q
O 07-02-2020 p
Ill- W
01)
U REVISIONS: LL
L11-
Q No. Description Date I—-- W
U) J
Q
j Q
O z
2 C
U
W
1--
x
W STm1
a
CMU/METAL CONNECTOR ENGINEERINGa
NOTES:
1 INSTALL 10d NAILS UNLESS OTHERWISE SPECIFIED. NOTES:
7 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
BEFOF166RE APPLICATION OF PROTECTIVE COATING. NOMINAL DIAMETER SIZES APPLY FASTENERS EXPOSED TO EARTH OR WEATHER AND HAVE BEEN PROVEN
BEFOTO BE NON -CORROSIVE TO CARBON STEEL FASTENERS.
WHEN A BORED HOLE IS REQUIRED TO PREVENT SPLITTING OF
A WOOD DUE TO FASTENER PENETRATION, THE BORED HOLE
0
SHALL NOT EXCEED 75 /o OF THE NAIL OR SPIKE DIAMETER.
THE NOMINAL DIAMETER AND LENGTH OF TYPICAL FASTENERS
SPECIFIED FOR THIS PROJECT ARE AS LISTED IN TABLE 4.
CONCRETE AND FOUNDATION NOTES
CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
INSTALLED AT ALL REENTRANT CORNERS.
FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OF SUBTERRANEAN TERMITES.
STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS.
0 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.
I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.
PRE-ENGINEERED TRUSSES & I -JOISTS
ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
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.
a 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.
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
(8)/. X 1 /z" SDS SCREWS (8) Y2
1 1 %' x 1' WS15-GC
DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I
(NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON
SCREW ANCHOR OR SCREW ANCHOR EACH END
(18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN
HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1
(NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END
IN CONCRETE IN CONCRETE
IN
(26) 0.162' x 2 /' IN (26) 0.162" x 2 /z
HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON
(NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I,
IN CONCRETE IN CONCRETE
(20)%" x 3" SDS SCREWS 1'
(24) 3" WS IN STUD
IN STUD GROUP (13) 10d COMMON 13 10d COMMON
HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( )
0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END
ANCHOR IN CONCRETE I'
(7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN
META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING
GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _
(8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" 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 %" IN (11) 10d x 1 'r>" IN II
STUD STUD
(12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN
ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER
I'
(NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r;
STUD OR EQUIVALENT IN STUD
(12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1
ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h
(NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W
DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE
HU48, (5)
16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5
✓�
) 10d x 1'/1' IN
HUC48, (14 ) HD481F, TRUSS TRUSS I)
HEADER HEADER H8
HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it
HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE
HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER
HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT
HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT
(22) 16d COMMON IN (22) 16d COMMON IN -
HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l
10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING
12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I
(4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS
IN TRUSS/RAFTER IN TRUSS/ RAFTER --
HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -�
IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT
(4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS
IN TRUSS/RAFTER IN TRUSS/ RAFTER
HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT
INN MASONRY
(4) /. x TITEN SCREWS 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 MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>.
REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d.
MASONRY NOTES
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING .
8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL
AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN
1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL
O
FOR ENGINEER OF RECORD
E'.N EACH i WAY >
OSB ORIENTED S,, RAND BOARD O Q
0
WISP V4'UU[J SL,�;UC FURAL PANEL NIn
SYP SCUTTIUPN Yh.LLOW PINE:
APES
SPF SPRUCE r III_-i-Ufi N U
CONT CONTINUOUS 10 (1)
O C. ON CFNTER O N
LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a
;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r
L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE
PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N
SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER
�
J �
IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL
ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS �
W
INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds
�':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios
STRUCTURAL. WOOD REAM O a
Y 9000 REGENCY SQUARE BLVD.
STUD COLI'MN KEYNO.i E (.,) C
SUITE 0 JACKS NVILLE FL 32211
------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O
O
NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w
d + cn
- 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. �
1 2 11 2 S rUDS 1 0r. _ T W a
Ill-
o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0
Lc
j 2 ANCHOR 0 W 'U
- 1- -- � --
BOTTOMUM OF STUD COLUMN CONNECTION1HMON
�
---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A #
2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J
COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I'
"ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W
`---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q
HEADER o,' T i`kAPPING KEYNOTE 0
-------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i
t }
MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V
k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w
?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�►
- - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU
GROIJP 71_l `STUDS/HEADER/BEAM.
I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O
O
O
NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O
-
NO --- - -
-.
HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl-
LO
F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti
LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V
�t_i_E i' ; ^�Ih; > KL Y,)OTE Z w
i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q
f-- t - t --- W
--- - NL ! . :ii � i! SIDE OF OPENING Z Z
U) Uj
F -,f !"dG #2 SYP HEADER
1N H ADER mLU 0 cn
_
IF ADER FRAMING KEYNOTE LLJ
C) F_
!.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i
., z_
I .. T_._. -
NUPvBL- DS Z
I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q
L
LL
.._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U
I - - - DEPTH OF LOAD -BEARING EWP HEADER 2
- - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W
- -
o W
DEADER FRAMINI.31
I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z
ST.AG(�ERED. O a Z
2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C
EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑
3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W
4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O �
". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z
UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a
CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST
LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_
I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W
DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O
•SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF'
.1
• DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02
• FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q
CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C.
U
z
FRAMING NOTES }
O PROJECT NO V,J
S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 �
ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q
ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN:
DO
SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q
2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc
SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF �
? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
TABLE 2304.9 1. a LL
BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q
5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U
UPPER
LEVEL
OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i /
6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � ���� �`!�• G E N '• 9 ♦♦ice c
FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z
AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM �
T! 11CKNES� AND M. L I-
-CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q
i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a'
o -
•w 10.• C�
Q '♦ S •
Q
O 07-02-2020 p
Ill- W
01)
U REVISIONS: LL
L11-
Q No. Description Date I—-- W
U) J
Q
j Q
O z
2 C
U
W
1--
x
W STm1
a
CMU/METAL CONNECTOR ENGINEERINGa
CONCRETE AND FOUNDATION NOTES
CONCRETE COMPRESSIVE STRENGTH FOR FOOTINGS= 2,500 PSI AT 28 DAYS (UNO).
CONCRETE COMPRESSIVE STRENGTH FOR SLAB = 2,500 PSI AT 28 DAYS (UNO).
ALL REINFORCING STEEL #3 AND BIGGER SHALL BE ASTM A615 GRADE 40 DEFORMED BARS (UNO).
ALL REINFORCING STEEL SHALL HAVE 90 DEGREE BEND AT CORNERS WITH A 24" LAP. 24" LONG #4 BAR IS RECOMMENDED TO BE
INSTALLED AT ALL REENTRANT CORNERS.
FIBERMESH IS AN ACCEPTABLE ALTERNATIVE AND SHALL NOT REQUIRE WWF. FIBER LENGTHS SHALL BE %" TO 2" IN LENGTH.
DOSAGE AMOUNTS SHALL RANGE FROM 0.75 TO 1.5 POUNDS PER CUBIC YARD IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. SYNTHETIC FIBERS SHALL COMPLY WITH ASTM C1116. THE MANUFACTURER OR SUPPLIER SHALL PROVIDE
CERTIFICATION OF COMPLIANCE WHEN REQUESTED BY THE BUILDING OFFICIAL.
MASONRY STEMWALL AND MONOLITHIC FOOTING ARE INTERCHANGEABLE.
EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf IN
ACCORDANCE WITH TABLE R401.4.1, AND SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS.
COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR
CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS.
CONCRETE FLOOR SLABS ON GRADE SHALL BE INSTALLED OVER A MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH
JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR
PREVENTION OF SUBTERRANEAN TERMITES.
STEMWALLS OVER 4 COURSES TALL REQUIRE SPECIAL ATTENTION TO BRACING DURING CONSTRUCTION. CONTACT ENGINEER
OF RECORD IF THIS CONDITION EXISTS.
0 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.
I 1 DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN. DO NOT DETERMINE FOOTING LOCATION
FROM ARCHITECTURAL PLANS OR FRAMING PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINATE FROM USE OF
FOUNDATION PLAN ALONE, CONTACT THE ENGINEER OF RECORD.
PRE-ENGINEERED TRUSSES & I -JOISTS
ROOF OR FLOOR TRUSSES FABRICATED TO ACHIEVE THE ROOF PLANES DEPICTED ON THE ARCHITECTURAL PLANS SHALL BE
DESIGNED UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. ENGINEERING SHOP DRAWINGS
SHALL BE PREPARED IN ACCORDANCE WITH ANSI/TPI AND SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO
FABRICATION. DESIGN CRITERIA IS LOCATED ON SHEET ST-1 OF THE PLAN SET, TEMPORARY BRACING SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE LEFT IN PLACE AFTER CONSTRUCTION IS COMPLETE.
TRUSSES OR I -JOISTS SHALL BE DESIGNED TO MATCH THE ORIENTATION, SPAN DIRECTION: SPACING, BEARING LOCATION AND
NAMING CONVENTION OF THE LAYOUT SHOWN HERE.
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.
a 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.
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
(8)/. X 1 /z" SDS SCREWS (8) Y2
1 1 %' x 1' WS15-GC
DTT2Z IN STUD'/2' 0 X 4'/2' WOOD SCREWS IN STUD (9) 10d COMMON (9) 10d I
(NOTE 2) EMBED EPDXY OR DTB-TZ +/2 fit x 4%" EMBED EPDXY CS18 EACH END CS20 COMMON
SCREW ANCHOR OR SCREW ANCHOR EACH END
(18)0.162"x2 Y2"IN (18)0.162"x2'/2'IN
HTT4 STUD/BEAM/TRUSS STUD/BEAM/TRUSS (7) 10d x 1 1/2"(7) 10d x 1
(NOTE 2) �8' 0 x 6" EMBED ANCHOR HTT45 §8' 0 x 6" EMBED ANCHOR MTS12 EACH END MTW12 EACH END
IN CONCRETE IN CONCRETE
IN
(26) 0.162' x 2 /' IN (26) 0.162" x 2 /z
HTT5 STUD/BEAM/TRUSS HTT45 STUD/BEAM/TRUSS MSTA24 (9) 10d COMMON MSTA24 (`9) 10d COMMON
(NOTE 2) §3" 0 x 6 EMBED ANCHOR 48 0 x 6 EMBED ANCHOR EACH END EACH END I,
IN CONCRETE IN CONCRETE
(20)%" x 3" SDS SCREWS 1'
(24) 3" WS IN STUD
IN STUD GROUP (13) 10d COMMON 13 10d COMMON
HDQS-SDS3 PHD8 GROUP %"0 x 12" EMBED MSTA36 MSTA36 ( )
0 x 12" EMBED ANCHOR IN CONCRETE EACH END EACH END
ANCHOR IN CONCRETE I'
(7) 10d x 1 %" IN TRUSS (7) 10d x 1 1/2" IN TRUSS (7) 10d COMMON IN (7) 10d COMMON IN
META12 4" WET EMBED IN HTA16-18 4" WET EMBED IN MSTAM36 WOOD FRAMING (4) %" x 2 Y." TITEN (5) '/4' x 2 %" TAPCON IN MSTAM36 WOOD FRAMING
GROUTED BLOCK WALL GROUTED BLOCK WALL SCREWS IN MASONRY MASONRY_ _
(8) 10d x 1 ''/s" IN TRUSS (9) 10d x 1 Y2' IN TRUSS (11) 10d x 1 '/2' IN (11) 10d x 1 X" 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 %" IN (11) 10d x 1 'r>" IN II
STUD STUD
(12) 10d x 1 Y2" IN (8) 10d x 1 Y2" IN
ABU44 (12) 16d COMMON NAILS (12) 16d COMMON NAILS TRUSS/RAFTER TRUSS/RAFTER
I'
(NOTE 6) 46" fax 7" EMBED EPDXY PAU44 HTSM20 HTWM20 48" 0 x 7" EMBED EPDXY (12) 10d x 1 '/2' IN (4) /. x 3" WEDGE= BOLT r;
STUD OR EQUIVALENT IN STUD
(12) 16d COMMON NAILS (12) 16d COMMON NAILS (5) 8d x 1'/2' IN (5) 8d x 1 Yz" IN 1
ABU66 4 " 0 x 7" EMBED EPDXY 4 " 0 x 7" EMBED EPDXY H2.5T/ TRUSS RT7/ TRUSS h
(NOTE 6) (12" EMBED AT GARAGE PAU66 (12" EMBED AT GARAGE HA8 (5) 8d x 1 Y2' IN RT7AT ' (5)8dx1/z"W
DOOR RETURNS) DOOR RETURNS) TOP PLATE TOP PLATE
HU48, (5)
16d COMMON IN HD48, (14) 16d COMMON IN 10d x 1 Yz" IN (5
✓�
) 10d x 1'/1' IN
HUC48, (14 ) HD481F, TRUSS TRUSS I)
HEADER HEADER H8
HU28-2, HD28-2, (5) 10d x 1'/z" IN RTSA (5) 10d x 1'/z" IN it
HUC28-2 (6) 10d COMMON IN BEAM HD28-21F (6) 10d COMMON IN BEAM TOP PLATE TOP PLATE
HU410, (18) 16d COMMON IN HD410, (18) 16d COMMON IN (16) 10d M COMON T HUC410, HEADER HD4101F, HEADER LGT2 TRUSS/RAFTER TTRUSS/RAFTER
HU210-2, (10) 10d COMMON IN HD210-2, (10) 10d COMMON IN (7) /, x 2 /. TITEN LUGT2 (5) 0" x 3" WEDGE BOLT
HUC210-2 BEAM HD210-21F BEAM SCREWS IN MASONRY OR EQUIVALENT
(22) 16d COMMON IN (22) 16d COMMON IN -
HUC212-2 HEADER HD212-21F HEADER (26) 16d SINKER (28) 16d SINKER IN WALL jl l
10 10d COMMON IN BEAM 10 10d COMMON IN BEAM LGT3 IN WALL FRAMING LUGT3 FRAMING
12 SDS /•" x 2 /2" 12 WS25 /+" x 2 rz" I
(4)'/4' x 1 Yz" SDS SCREW (4) %" x 1'/" WS15 SCREWS IN TRUSS IN TRUSS
IN TRUSS/RAFTER IN TRUSS/ RAFTER --
HGA10KT (4)%" X 3" SDS SCREWS HGA10 (4)'/e" x 3" WS3 SCREWS -�
IN TOP PLATE IN TOP PLATE SDWC14500, SDWC15600 NO USP EQUIVALENT
(4) SDS W x 1 1/2" SCREWS (4)'/:' x 11/2" WS15 SCREWS
IN TRUSS/RAFTER IN TRUSS/ RAFTER
HGAM10KT % „ 3 „ HGAM10KT (4)'/4' x 1%" WEDGE BOLT
INN MASONRY
(4) /. x TITEN SCREWS 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 MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>.
REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d.
MASONRY NOTES
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING .
8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL
AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN
1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL
O
FOR ENGINEER OF RECORD
E'.N EACH i WAY >
OSB ORIENTED S,, RAND BOARD O Q
0
WISP V4'UU[J SL,�;UC FURAL PANEL NIn
SYP SCUTTIUPN Yh.LLOW PINE:
APES
SPF SPRUCE r III_-i-Ufi N U
CONT CONTINUOUS 10 (1)
O C. ON CFNTER O N
LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a
;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r
L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE
PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N
SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER
�
J �
IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL
ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS �
W
INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds
�':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios
STRUCTURAL. WOOD REAM O a
Y 9000 REGENCY SQUARE BLVD.
STUD COLI'MN KEYNO.i E (.,) C
SUITE 0 JACKS NVILLE FL 32211
------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O
O
NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w
d + cn
- 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. �
1 2 11 2 S rUDS 1 0r. _ T W a
Ill-
o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0
Lc
j 2 ANCHOR 0 W 'U
- 1- -- � --
BOTTOMUM OF STUD COLUMN CONNECTION1HMON
�
---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A #
2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J
COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I'
"ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W
`---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q
HEADER o,' T i`kAPPING KEYNOTE 0
-------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i
t }
MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V
k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w
?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�►
- - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU
GROIJP 71_l `STUDS/HEADER/BEAM.
I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O
O
O
NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O
-
NO --- - -
-.
HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl-
LO
F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti
LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V
�t_i_E i' ; ^�Ih; > KL Y,)OTE Z w
i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q
f-- t - t --- W
--- - NL ! . :ii � i! SIDE OF OPENING Z Z
U) Uj
F -,f !"dG #2 SYP HEADER
1N H ADER mLU 0 cn
_
IF ADER FRAMING KEYNOTE LLJ
C) F_
!.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i
., z_
I .. T_._. -
NUPvBL- DS Z
I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q
L
LL
.._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U
I - - - DEPTH OF LOAD -BEARING EWP HEADER 2
- - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W
- -
o W
DEADER FRAMINI.31
I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z
ST.AG(�ERED. O a Z
2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C
EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑
3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W
4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O �
". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z
UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a
CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST
LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_
I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W
DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O
•SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF'
.1
• DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02
• FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q
CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C.
U
z
FRAMING NOTES }
O PROJECT NO V,J
S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 �
ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q
ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN:
DO
SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q
2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc
SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF �
? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
TABLE 2304.9 1. a LL
BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q
5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U
UPPER
LEVEL
OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i /
6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � ���� �`!�• G E N '• 9 ♦♦ice c
FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z
AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM �
T! 11CKNES� AND M. L I-
-CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q
i:� ERIOh ` •iAL!_ CE IGN F•..: SI:! 1! . ?rJ I IrJ�C)il: Ll' ;HF=A,THED'IVITH OSL? OR PLYWOOD z •- � a'
o -
•w 10.• C�
Q '♦ S •
Q
O 07-02-2020 p
Ill- W
01)
U REVISIONS: LL
L11-
Q No. Description Date I—-- W
U) J
Q
j Q
O z
2 C
U
W
1--
x
W STm1
a
CMU/METAL CONNECTOR ENGINEERINGa
NOTES:
1. REFER TO FRAMING NOTES THIS SHEET FOR ACRYLIC -TIE INSTALLATION SPECIFICATIONS.
2. PRODUCTS SELECTED USING SIMPSON 2019-2020 CATALOG. PRODUCTS MAYBE SUBSTITUTED WITH EQUAL OR BETTER APPROVED ALTER NA i i f>.
REFER T SIMPSON CATALOG FOR ADDITIONAL INSTALLATION INSTRUCTIONS. 3 O SO C OG O O
4. IF CONNECTOR IS NOT LISTED ABOVE, CONTACT FOR FOR SPECIFIC FASTENING REQUIREMENTS.
5. POSITIVE PLACEMENT GUN NAILS, 2'/2' LONG, WITH EQUIVALENT DIAMETER TO COMMON NAILS SPECIFIED ABOVE MAY BE USED FOR
ABU POST BASE ANCHORS, CS16, AND MSTA FLAT STRAPS.
6. MASONRY APPLICATION REQUIRE EQUIVALENT NUMBER OF TITEN ANCHORS IN LIEU OF 16d NAILS TO HDR CONNECTION. CMU REQUIRES
Y4' 0 x 2'/4" TITENS ILO 16d. CONCRETE REQUIRES EQUIVALENT NUMBER OF %" 0 x 1 W TITENS ILO 16d.
MASONRY NOTES
1. ALL MASONRY UNITS SHALL HAVE fm = 1,500 PSI AND SHALL ERECTED IN RUNNING BOND WITH TYPE M OR S MORTAR OVER FULL
BED.
2. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, ALL RUNNING BOND MASONRY WALLS TO BE EQUIPPED w/ 9
GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE.
3. SHOULD LIMITED AREAS OF STACK BOND MASONRY EXIST, EVERY OTHER COURSE SHALL BE EQUIPPED w/ 9 GAUGE LADDER
TYPE HORIZONTAL JOINT REINFORCEMENT
4. ALL GROUT TO MIXED PER ASTM C476 STANDARDS. fc = 2,500 PSI.
5. VERTICAL WALL REINFORCING TO BE ASTM A615 GRADE 60 REBAR.
6. LAPS BETWEEN VERTICAL REINFORCING AND DOWELS TO BE 25".
7. VERTICAL REINFORCING TO HAVE 10" STANDARD HOOK INTO BOND BEAM. DOWEL TO HAVE 10" STANDARD HOOK INTO FOOTING .
8. PRE -CAST MASONRY LINTELS: SEE "TYPICAL PRE -CAST LINTEL OPTIONS" DETAIL ON STRUCTURAL DETAIL SHEET.
9. PROVIDE MOISTURE BARRIER FOR ALL UNTREATED LUMBER IN CONTACT WITH MASONRY OR CONCRETE.
OR "OR SHALL 14iEAN 1 HAT EITHER OPTION PROVIDED IS AN EQUAL
AL.TF"RNATIVF TOR THE APPI-!CATION SHOWN
1 1NO UNLESS NOTED OTHFRWISE ON PLAN OR DETAIL
O
FOR ENGINEER OF RECORD
E'.N EACH i WAY >
OSB ORIENTED S,, RAND BOARD O Q
0
WISP V4'UU[J SL,�;UC FURAL PANEL NIn
SYP SCUTTIUPN Yh.LLOW PINE:
APES
SPF SPRUCE r III_-i-Ufi N U
CONT CONTINUOUS 10 (1)
O C. ON CFNTER O N
LSL 1.55E TIM!:lE •t =TRANF) I_^!. EN iNEERED LUMBER, 1 '/" WIDE, UNO. 0) a
;0 C i =,1_ BL-AMS ;4RF EQUIVALENT TO 2 -PLY 1 '/a" BEAM) r
L'✓L. 2.(iE: na!C'!:C1i L;>PJl I_VL ::.'di:;IN%ERED LUMBER, 1 %" WIDE
PSL 2 9L PARF;r";i_I.-A'M PSL ENCINEENED LUMBER, 3 '/2' WIDE. UNO. N
SYS 4:' PROPER! Y ++~; ��TL-U OP!L'�i WEB HEADER
�
J �
IN i L1s.11 BOAC BFARiNC� WALL, SPECIFICATIONS LL
ou 1 L.INL') '`i J 1 YP!f.:.;,I- .HALL St:.CTIONS. DEIAil. SHEETS �
W
INTI RlOk Bt ,RiN6 \-' FAi t 007H NO UPLIFT. NO UPLIF 1 ANCHORS REQUIRED. MINIMUM J y.,,ti..,� y� , , �„ J true design � t ds
�':: 152 err: BOTTOM i i r : ,-I, : ic. )RAC �F IS / ANCHOR @ 8'-0" O C. (UNO ON FRAMING PLAN OR � g studios
STRUCTURAL. WOOD REAM O a
Y 9000 REGENCY SQUARE BLVD.
STUD COLI'MN KEYNO.i E (.,) C
SUITE 0 JACKS NVILLE FL 32211
------.---__---._....__ NUMBEF' C'F :>,'':"..;1�;c0C CONNECTING TOP PLATE TO STUDS. O
O
NUMBER oi- STUDS BELOW BEAM/GIRDER TRUSS STUDS O w
d + cn
- 1-0 MA.TCI!'vMALL. FRAMING SIZE AND GRADE, UNO. �
1 2 11 2 S rUDS 1 0r. _ T W a
Ill-
o -- ADDITIONAL ION.AL CLAR.I T Y FOR THE LOCATION OF THE STUD COLUMN c0
Lc
j 2 ANCHOR 0 W 'U
- 1- -- � --
BOTTOMUM OF STUD COLUMN CONNECTION1HMON
�
---- --- 1ST LEVEL S FUL) COLUMN: HOLDDOWN REQUIRED AT BASE OF COLUMN A #
2ND LEVEL STUD COLUMN STRAPPING REQUIRED FROM 2ND LEVEL J
COLUMN T'-.' 1ST LEVEL STUDS/HEADER/BEAM. m I'
"ANCHOR" RE_QUIP,ES BOTTOM PLATE ANCHOR WITHIN 3" OF STUD COLUMN W
`---- --- -- ---NUMBER OF SDWC? 5450 CONNECTING STUDS TO BOTTOM PLATE Q Q
HEADER o,' T i`kAPPING KEYNOTE 0
-------------- NUMBER Of; .STRAPS CONNECTING HEADER TO JACK STUD (/i
t }
MSTA24 TYPE OF .�,Tt�AP C'ONNIECTING IiLADER TO JACK STUD V
k1-nTl 2L KING/JACK GROUP BO T TOM CONNECTION w
?ST LEVEL S,TFUD GROUP: HOLDDOWN REQUIRED AT BASE OF STUD GROUP (�►
- - -" - 2NC L[.%V!_L LUU CC UMN. STRAPPING REQUIRED FROM 2ND LEVEL STUD LU
GROIJP 71_l `STUDS/HEADER/BEAM.
I----- -- - - NUI IBER OF 14f, ! DD0WNS/S ,'RAPS AT BASE OF KING/JACK GROUP O
O
O
NON-LG IMING ! I _ADER F_RAIN"iNG KEYNOTE O
-
NO --- - -
-.
HDR - ! - - ---- NUMBER OF KING STUDS EACH SIDE OF OPENING rl-
LO
F PAMEr.) AS NON BEARING HEADER DUE TO LIGHTLY ti
LOAf.,FGr ,.,.,•�,,,, ,rl" "fi„JVE Q V
�t_i_E i' ; ^�Ih; > KL Y,)OTE Z w
i tl tY G -- NUw -REr .II k L `.S FAGH SIDE OF OPENING W Q
f-- t - t --- W
--- - NL ! . :ii � i! SIDE OF OPENING Z Z
U) Uj
F -,f !"dG #2 SYP HEADER
1N H ADER mLU 0 cn
_
IF ADER FRAMING KEYNOTE LLJ
C) F_
!.S,-- NUr� OL R (F KiN.G STUDS EACH SIDE OF OPENING Q O i
., z_
I .. T_._. -
NUPvBL- DS Z
I I-; -1= JAt'K S1 UEACH SIDE OF OPENING z > Q Q
L
LL
.._HEAr)ER %'IATEROL (l_cl., !-VL, PSL, OR SYS42) W U
I - - - DEPTH OF LOAD -BEARING EWP HEADER 2
- - - ----- NUMBER Of PLIES IN FIEADER (I '%" WIDE UNO) W
- -
o W
DEADER FRAMINI.31
I ALL HEADER JACK AND FLING S-i U DS SHALL BE FASI EKED TO EACH OTHER WITH (2) ROWS 106 @ 8" O.C. z
ST.AG(�ERED. O a Z
2 NON BEARING HEADERS DIJF T(.) LIGHTLY i OADED CONDITIONS, 49" OR LESS CLEAR -OPENINGS IN AN 1-- C
EXTERIOR VVAL.I DC) NOT RE.C_Ir11RF LOAD BEARING HEADER, SEE PLAN. Q ❑
3 FASTEN ALL. MUI Ti PLY 'r'F_I,UEt'•.' TOGETHER WITH (2) ROWS 10d @ 8" O C., STAGGERED ALONG EACH EDGE. w W
4, FASTEN ALL HE,'-DEPS TO {U^J, I U[;S WITFI ,,3)8d TOE NAILS O �
". !I HEADER NO t:ir''E:CIt lE G, C )N;,,V..l EN'G11NC:ER OF RECORD. LL z
UNO ON PLAN, brio"{ (1) SDAC Ii,c,i;u -,OP PLT TO KING STUD AND (1) SDWC15450 KING STUD TO BOTTOM PLATE O a
CONNEC TION Rl*_OUIREG E_A0 �iDE OF OPENING (rv0 CONNECTION REQUIRED FOR OPENINGS AT FIRST
LOCH !-IE_ADE_t:'','uHFN A AND ! LV E_ FLOOR SYSTEM IS ABOVE U W_
I OP PI,A rF TO I �f ADER CONK - :'rION PER ONE 017 THE FOLLOWING (NO CONNECTION REQUIRED FOR Q W
DF'FN!NGS 39" `-_)R I ESS ''R A r'F'.`> I E LOOR HEADERS WHEN A 2ND LEVEL.. FLOOR SYSTEM IS ABOVE: 0 Abbott Park a • SUV�K:1'ai30:; ,�: ^a1.AX ;;�' O,(: . •..> ,,, IO'.^Jh; "�,L.TERiJATE SECTION (FIFi1Df=rRS),ST$ O
•SPHdA!!2)i'.4ir,1_'•;"i1r"J:, (JF'
.1
• DSP4) ,!,,.y x 1 /,° r�� 1(i" 0 c 0,13 LL- LOT 015-02
• FASTEN TRU'3 DIRECTLY '! HEADER w.% NITS OR HTS w/ (14) 10d x 1 '/2' (OR EQUAL APPROVED BY EOR). Q
CRIPPLE:. BL061<`i BILLOW L'•_)ATJ-BEARING HEADERS MAY BE FRAMED AT 24" O.C.
U
z
FRAMING NOTES }
O PROJECT NO V,J
S0,4PSON ACRY! !(; TIE ADHE: SI` 17- `: R EQUAL SHALL BE USED IN ALL DRILLED AND EPDXIED ANCHOR APPLICATIONS. J 2020.005372 �
ANCI IOR ROLT T! IRO -,DE D R )L) : -R DOWEL ED REINFORCING STEEL MAY BE EMBEDDED TO THE SPECIFIED DEPTH, IN O W
,A BOLE AS SPEC!! -,LLD BY MANF j I YPICALLY 1i16" TO 1/8" GREATER THAN SPECIFIED ANCHOR DIAMETER). Z - - - --- Q
ADHESIVE,'EPDXY MUST FILL. TI IF LIOLF IN THE CONCRETE AND WOOD BOTTOM PLATE. MANUFACTURER'S _r DRAWN:
DO
SPECIFICAI IONS MUST BE FOL U'''WED FOR PROPER INSTALLATION. U Q
2 ALL LUMBER SPECIFIED ON DRAWINGS la INTENDED FOR DRY USE ONLY, UNO. ALL WATERPROOFING AND FIRE SAFET LLI CHKD: Lc
SYSTEMS ARE THE RESPONS!Bli.ITY OF I HE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHER. X EAF �
? AL I METAL CONNFC•TORS SPEC!FIE:f; ON PLAN ARE IN ADDITION TO FRAMING FASTENER REQUIREMENTS LISTED IN W W
TABLE 2304.9 1. a LL
BEAMS IDI'' It; U'HY NUNIRFF' '? ; F'i. h: AF',t- TO BE PROVIDED BY TRUSS MANUFACTURER. Q Q
5 FASTEN ALL MIDI. rl-PLY S'UD C:C)LUMNS A.ND CORNERS TOGETHER WITH (2) ROWS 10d @ 8" O.C. STAGGERED. X U
UPPER
LEVEL
OEFUr i : i PLti STUL; :;';;' UPa1PFLOW ALL GIRDER LOCATIONS TO BE CONTINUOUS THROUGH FLOOR < ,�iN � Lq ��,,�♦ � ( C _ . t E __ t I OV; HEADER ER JACK KING STUD GROUPS) i /
6 FASTEN ALL STU�)S T O BOTTOM AND I OP PLA FI_S W!'I H (4)8d TOE NAILS OR (2)16d COMMON END NAILS. � ���� �`!�• G E N '• 9 ♦♦ice c
FAt;TEN ALLTRU:SSI-S AND RA! i E.R; -i (D TOi' PI a.T� S WITH (3)8d TOE NAILS. m \.\ S'� �� z
AL L MULTI -PLY I R',JSS GIRDER; ANIO BEAMS 10 HAVE SOLID S TUD GROUP BELOW MATCHING GIRDER OR BEAM �
T! 11CKNES� AND M. L I-
-CHIN( tip.,, I ' TU ,_C;!FICrt'IONS AS NOTED ON STRUCTURAL PLAN, LINO. W + * N�OCU Igned bye ' Q
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• BEARING BLOCK TO BE NO.2 SYP, MIN 48" LONG AND TO W
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• ATTACH BLARING BLOCK TO TRUSS VERTICAL OR TRUSS W
BOTTOM CHORD W/ (3) ROWS 10d @ 4" O.C. STAGGERED.
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3.-LEDGER FRAMING NOTES O
• FAS i EN NG 2 SYP LEDGER 1'0 FRAMING/TRUSS VERTICALS t
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• FASTEN NO 2 SYP PT LEDGER TO MASONRY/CONCRETE cn
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• ADDITIONAL FASTENERS MAY BE REQUIRED AT SPECIFIED Z w
I_;)CATIONS ON PLAN
• 8 F V TABLL 5 ON SHEET ST-1/S1 FOR FASTENER W
FK':? E('TION AGAINST CORROSION S-X! �
• F.RI�)R r1L=CK LEDGERS SHALL BE SECURE TO WALL
rF?,",PJ+ING WITH WOOD SCREWS. COMMON NAILS AT FLOOR O
L.'!_)(:i RS ARE FOR INTERIOR USE ONLY. mUj
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2ri, ..... ..... .........(6) 12d COMMON Z
2x1'J (8) 12d COMMON Ur > Q Q
2x 12..............................(10) 12d COMMON W M W 0
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PT 2x6.._ 12) ROWS %4" 0 @ 24" O.C. STAGGERED �
PT 2x8.......2) ROWS %4" 0 @ 16" O.C. STAGGERED I Of
P-f 2x10.. !21 ROWS %4" 0 @ 8" O.C. STAGGERED o � li X
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PT 2x'10 _.. .... ........(;) Y/" x 4-Y." LONG #14 WOOD SCREWS J
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5. IF USING (2) HTWM20, INSTALL (1) STRAP ON EACH FACE OF Z Z
THE WALL - (2) HTWM20 ON SAME SIDE OF WALL IS NOT — Vr
PERMITTED AT THIS LOCATION }- '-
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OR SDWC15600 NON -FAT Lt
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MAX 32" 0 C.
• EVERY KINGSUD 1 _)P Pb,
W/ SP2 OR SP1 ,A Oh '�I )WC15f
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TYPICAL ROOF DECK
SHEATHING. SEE TABLE 2:
WOOD STRUCTURAL PANEL
SHEATHING REQUIREMENTS
ON SHEET ST-1.
TRUSS OR RAFTER TO BOND
BEAM W/ META12 OR
HTA16-18 W/ MIN (7) 10d x 1Y2'
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 (COM K H F: E L CONDITION)
(THIS SECTION IS TYPICAL FOR ONE AN, ' WC� CRY F
• EVERY OTHER ''TUL. ) BOTT( 1 PL,
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• EVERY KING S r UD i' !iOTTOM AT[
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WASHER @ MA,, 8" (
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BOTTOM PLATE ANCHOR NOTES
'EACH SILL PLATE SHALL HAVE MIN
OF (2) BOTTOM PLATE ANCHOW
INSTALL ANCHORS WITHIN 12'' :,� EA I
END OF SEGMENT (BUTT JOIN'
INTERIOR LOAD BEARING WALL
XTERIOR WALL
TYPICAL WALL SECTION AT FOU1 -)A ON
(THIS SECTION IS TYPICAL FOR ONE AND 1-WO' : ORY APPI. IC
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)
MOISTt
BARRIE
OTHER
(1) COL
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 1%2" 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)
FOR MISLOCATIO
FASTEN 2x6 NO. 2
TO TRUSS W/ MIN (
FOR MISLOCATIOI
INSTALL NEW MAE
STRAP TO INSIDE
MISLOCATED TRUSS ANCHORS
BLOCKING NOT SHOWN FOR CLARITY
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BOND BEAM REINFORCING
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WALL SECTION AT ROOF (RAISED HEEL CONDITION) ALTERNATE WALL SECTIONS & TYPICAL DETAILS
THIS DETAIL IS APPLICABLE FOR BOTH 1 & 2 STORY APPLICATIONS — —
GENERAL NOTES APPLICABLE TO ALL:
1. ALL TOP PLATES ARE TO BE BUILT WITH (2)2x— NO. 2 SYP FASTENED W/ (2) ROWS 10d @ 8" O.C. STAGGERED (UNO). MINIMUM 48" LAP W/ MINIMUM
(20)10d IN LAP. ADJUST TYPICAL NAIL SPACING AS NEEDED.
2. ALL EXTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT.
3. ALL INTERIOR BOTTOM PLATES ARE TO BE 2x_ NO 2 SYP PT.
4. ALL INTERIOR LOAD BEARING WALL STUDS ARE TO BE MINIMUM 2X4 NO 2 SPF AT 16" O.C. UNLESS NOTED OTHERWISE ON FRAMING PLAN.
5. FOR SHEATHING SIZE AND FASTENING REFER TO TABLE 2: WOOD STRUCTURAL PANEL SHEATHING REQUIREMENTS ON SHEET ST-1.
6. FOR EXTERIOR WALL STUD SIZE AND SPACING, REFER TO TABLE 3: MAXIMUM EXTERIOR WALL STUD SIZES ON SHEET ST-1.
7. FOR EXTERIOR CMU WALL VERTICAL WALL REINFORCING, REFER TO DOWEL PLACEMENT PLAN ON SHEET ST-2A
8. FOUNDATION INFORMATION ON THIS PAGE IS FOR GRAPHICAL DEPICTION ONLY. REFER TO FOUNDATION PLAN AND SECTIONS FOR FOUNDATION INFORMATION.
9. WALL SECTION AT FOUNDATION AND WALL SECTION AT ROOF ARE TYPICAL FOR ONE AND TWO STORY APPLICATIONS.
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SEE PLAN
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• UP TO 20 FT. 2x6 W/ 2x6 T-BRACE
FASTEN 2x6 N(. :' SYP -
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COMMON @ 3" O.C.
GABLE TRUSS
WALL SHEATHING PER PLAN
L OR T BRACE VERTICAL
REINFORCEMENT PER
TRUSS ENGINEERING
MOISTURE BARRIER SHALL BE
PROVIDED BETWEEN MASONRY
AND ALL UNTREATED LUMBER
GABLE TRUSS TO BOND BEAM W/
META20 @ 48" O.C. W/ MIN (7) 10d x 1-'/2"
(NOTE: IF META20 IS IMPROPERLY
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TOP OF WALL
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TOP OF
CURB - - -- —
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GARAGE DOOR JAMB DETAIL
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