Paradise Lane 811 KINGSTONE RESIDENCE , Lot 23 Paradise Preserve
Atlanti" c Beach Florida
BESTCON Homes
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-110� I I
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INDEX OF DRAWINGS :
Al . I General Notes
FILE COPY
A2.0 Foundation Plan
A2. 1 Main Floor Plan
A2.2 Second Floor Plan
A2.3 Roof Plan
A2,4 Front & Right Elevations
A2.5 Rear & Left Elevations
A2.6 Interior Elevations
ELI Main Floor Electrical Plan
E1 .2 Second Floor Electrical Plan
(p,
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Perlods, oniq Used on one word dtreviations,If the dobrevWon A
Is a different mord itself;is RCH.,BIT.,and LAM.
suL
[ GENERAL NOTES ABBREVIATIONS Perlods,are u 1119%d Men Uevutlnq multk7le mords,Unless, they
are Very common Althout perlods,eg. AFP,WAC,RIA,ad HM. SHEET INDEX
1. All work performed shall comply with all applicable Local and State Building codes, 6. SIDING&ROOFING A.S. ANCHOR BOLT FAB FASTEN(ER) PAR PARALLEL
Ordinances,and Regulations and all other authorities having Jurisdiction, A ABV ABOVE F.B. FACE BRICK
A/C AIR CONDITIONING F P P-BD- PARTICLE BOARD
ACC ACCESS F.B.O. FURNISHED BY OTHERS PC.CONC. PRECASTOONCRETE
A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturer's F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL
requirements. AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK)
AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(UNE)
2. Minimum Design Loads: B. Install#15(min.)felt under all shingles. A.D. MIA DRAIN F.G. AXED GLASS PERI PERIMETER AO.0 COVER SHEET
FLOOR: 40 P.S.F.Live Load ADD ADDENDUM PKG PARKING
ADH ADHESIVE FGL FIBERGLASS PIL PLATE(HEIGHT)
FIN FINISH
10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE P.LAM. PLASTIC LAMINATE A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND N
FLO FLASHING PLAS PLASTER
No staples allowed. AGG AGGREGATE Z -J
ROOF: FLA FLOORONG)
40 P.S.F.Live Load A.H.U. AIR HANDLING UNIT PNL PANEL GENERAL NOTES
10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FLUR FLORESCENT(LIGHT) PNT PAINT(ED)
ALUM ALUMINUM FN FENCE
FND FOUNDATION PR PAIR(OF)
Verify design loads with local Building codes and conditions.Rotor to Structural E. Gutters to be 6"(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4' A.P. ACCESS PANEL F.O. FACE OF PREFAB PREFABRICATED a CI
Engineering for all structural details,Specifications,and notes. APX APPROXIMATE PSF POUNDS PER SQUARE FOOT ul
.20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FP FIRE PROOF PSI POUNDS PER SQUARE INCH A2.0 FOUNDATION PLAN uJ 0 co
AWN ASPHALT FPHB FIRE PROOF HOSE BIBB PTN PAF17MCIN :1
A.T. ASPHALTTILE FPL F11RI3UCE P.T. PRESSURE TREATED(WOOD) A2.1 MAIN FLOOR PLAN 2
3. CONCRETE 6. INSULATION AUTO. AUTOMATIC FR FRAME(D)ONG) PV PAVE(D)OR PAVING
AVG AVERAGE FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) A2.2 SECOND FLOOR PLAN L
A. FTG FOOTING PVMT PAVEMENT
Foundation types and designs may vary.with the individual pertinent soils conditions on A. Provide R-1 1(Min,)batt insulation in all exterior walls and R-19(minimum)blown insulation FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN
each lot. The Architect does not warrant or guarantee this building design in o AWNG AWNING r
I cations (orbatt and blown insulation)in all ceilings or raftereadjacerittotheexterlororto unheated 1336 36"WIDE BASE CAB.
whore inadequate soils or landfill occurrences require special or additional design for BD BOARD GA GAUGE O.T. QUARRYTILE A2.4 FRONT & RIGHT ELEVATIONS
spaces,plus R-19 at exposed floors, All insulation to most HUD minimum property specs. B G G.B. GYPSUM(WALL)BOARD
structure or gas mitigation due to these occurrences, R-1 1 batte at fireplace chase wells and under fireplace unit BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR
BIT. BITUMINOUS A RISER(ON STAIRS) A2.5 REAR & LEFT ELEVATIONS
GD GRADE OR GRADING
C
BLKG BLOCKING R R/A RETURNAIR
BLDG BUILDING G.D.O. GARAGE DOOR OPENER A.B. RUBBER BASE
GFI GROUND FAULT INTERRUPTER A2.6 INTERIOR ELEVATIONS
BLK BLOCK(CMU9) RAD RADIUS
GIL GLASS OR GLAZING
B. All design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCK!
No RBL RUBBLE
and structural designs due to inadequle soils or landfill occurences shall be the GLBK. GLASS BLOCK
responsibility of the"Builder-Developer or ire subcontractors Involved with the design 7. DRYWALL SM BEAM G.I. GALVANIZED IRON A.D. ROOF DRAIN
and S.M. BENCH MARK REFR REFRIGERATOR On
GT GROUT =
installation of such;and the Architect shall not be hold liable or responsible for their BP 81-PASS(DOOR) REO REQUIRED E1.1 MAIN FLOOR ELECTRICAL PLAN
Implementations.
BRO BEARING RES RESILIENT
A. All walls to hav gypsum and all ceiling to have gypsum or ceiling board unless 42-H 42-HIGH(WALL) ;-.9
REV REVISION(S),REVISED
H.C. HOLLOWCORE
H HS HOSE B1138 E1.2 SECOND FLOOR ELECTRICAL PLAN
noted otherwise. BAK BRICK
B.S. BOTH SIDES REINF REINFORCEDONG)
B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BSMT BASEMENT HD HEAD OR HARD RFG ROOFING
C. Contractor shall be responsible for size,location and installation of revised steel reinforcing STM OR 130T BOTTOM R.J.B. REINFORCED JUNCTION BOX
areas receiving fiberglass enclosure. STWN BETWEEN H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING
per local codes or specific soil conditions,whichever is more restrictive, BVL BEVELED HDR HEADER R&M RANGE W/MICROWAVE
S.W. BOTH WAYS HDW HARDWARE
HOT HEIGHT AM ROOM
B. INTERIOR TRIM AND FINISHES to be selected by contractor. R.O. ROUGH OPENING
D. Soil test must be approved by Goo technical Engineer prior to footing pour. C CAB CABINET H H.M. HOLLOW METAL R.O.W. RIGHTOFWAY
C.S. CATCH BASIN ORZ HORIZONTAL (o
CEM CEMENT HR HOUR R&B ROD AND SHELF(S) A
9. DOORS&WINDOWS CER CERAMIC H.R. HALFROUNDWNDOW) SC SOLID CORE(DOOR)
CF CUBICFOC`r HS HORIZONrALSILIDER
E. All concrete footings are designed to bear on mInImum soil pressure of 3000 p.s.f.and CHAM CHAMFER HTG HEATING S SCH SCHEDULE
shall be placed on firm,undisturbed soil 3"-r minimum below grade. Cortractor to A. All patio doors-operable laid inside. HVAC HEATINIGNENTILATINGIAIR COND. so SMOKE DETECTOR
reinforce concrete footings and poured concrete walls as required for specific soil conditions C 1. CASTIRON HIND HARDWOOD(FLOORS) SEC SECTION
or local codes,whichever,Is more restrictive. C.I.P'CONC. CAST4N-PLACE0ONC. S.F. SQUAREFEET
B. Door and window infiltration shall be in accordance with local ordinance and shall mest CIR CIRCLE
performance standards ANSI/AAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE I.S. IRONING BOARD SF.GL SAFETYGLASS
and the CRF shall not be lose Ow 56. I.D. INSIDE DIAMETER G.G.D. SLIDING GLASS DOOR
C.J. CONTROL JOINT OR CONSTR ON JOINT I.L.O. IN LIEU OF ON SINGLE HUNG OR SHELF(VING) 0
CK CALKQNG)CAULK(ING) IJA INSULATED METAL SHT (DRAWING)SHEET 4
F. All concrete shall aftein a 28 day Compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUIL INSULATEDITIC" SHTHO SHEATHING ell
CLG CEILING INT INTERIOR SIM SIMILAR
CLR CLEARIANCE) SKL SKYLIGHT
0. Provide insulating double glazing at all exterior glass areas and tempered glass In all sliding E)
G. Provide minimurn 4"concrete cover at under slab utility locations. When concrete glass doom and in windows as per local codes. CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) OL SIDELIGHT OR SLEEVE
encase ant of Uttlity lines Is required,Increase slab thickness at the utility the. Install CM CENTIMETER(S) JT JOINT ONT SEALANT
Ines well below slab. CMU CONCRErE MASONRY UNIT SPO 111PACE111111
utilities ml i
C.O. CASED OPENING KO KNQC
D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN 0K (AU&4 SPEAKER(S)
openings)and head flash all windows and doors. K W
COMB COMBINATION KO KNOCKOUT SAT. STAINLESS STEEL
H Provide Isolation joint material(asphalt Impregnated)*tween foundation walle and all stabs CONC CONCRETE KPL KICKPLATE(ON DOOR) BTU STANDARD
including patio, porch and sidewalks.
COND (AC)CONDENSER KJS KNEESPACE BTG OR STO STORAGE
10. MECHANICAL&ELECTRICAL CONST CONSTRUCTION STIL STEEL
CONT CONTINUOUS LAM. LAMINATE(D) STR WMUOVW#t
1. Provid*71p Strip"ortooled controljoints where indicided an the foundation plans, CONTR CONTRACTOR L LAV LAVATORY(SINIQ 80 $011,111111%
A, All electrical and plumbing requirements shall comply with local building codes. All outdoor, CORR CORRUGATED L.B.O. LOCATION BY OTHERS SUB SUSPENDED
CPR COPPER S.W. SHEARINALL
Faaaaq
bathroom and garage wall receptacles shall be provided with ground fault circuit protection.
0 OR CPT CARPET LIV LIVING
4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 vok. CAB cOuRSE(s) L.L LIVE LOAD T TREAD(AT STAIRS)OR TILE DIMENSION NOTE
CSMT CASEMENT L.P. LAMINATED PLASTIC T T.B. TOWERBAR con
C.ST. CASTSTONE ILT LIGHT T.B.D. TO BE DETERMINED
A. Laminated veneer lumber(LVL)shall pr&ide the equal to or exceeding the C.T. CERAMICTILE LT. LAUNDRYTUB TO TERRA COTTA
following: DIMENSIONS ARE TAKEN FROM FACE OF STUD TO
_0 B. provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER T.O.J. TROWELED CONTROL JOINT
LTL UNITEL
LVIL LAM VENNER LUMBER(BEAM) TEMP. TEMPERED(GLASS) FACE ql�,�D,UNLESS OTHERMSE NOTED.
2800 psi in Bending,Fb exterior. CONNExnCN LVR LOWER
CY CUSICYARD T&O TONGUE A GROOVE
285 psi in Horizontal Show,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent 12"D 12"DEEP M METER(S) TEL TEUIPHONE
2,000,000 psi in Modulus of Elasticity, finish grade. M MAX MAXIMUM THK THICKIINE")
D D DRYER,OR DRAIN MAO MASONRY THR THRUNOLD
B. Unless otherwise noted,all dimension framing lumbershall have an allowable bonding DBL DOUBLE MATIL MATERIAL T.O.C. TOP OF CONCRETE
stress+875 p.s.I..(11000 psi repetitive)or better, DECO DECORATIVE T.O.F. TOP OF FOUNDATION
MC MEDICINE CABINET
D. Provide main sewer clean-out within 6'-0"Inside or outside of the building line unless noted DEM DEMOLISH,I)EMOUTION T O.M. TOP OF MAAO0W
0*1111110111111i". VEP tIEPRESSED MWA NECWAIICAL T.O.W. TOP OFVRNDCW
MFR. MANUFACTURER TR OR TAN TRANSOM ffinNDOM
C. Unless otherwise noted,provided: DEr DETAIL MH MANHOLE
E. In all buildings a continuous conduit shall be Installed from the water mater to an D.F. DRINKING FOUNTAIN TP TOLEr PAPER HOLDER
exterior MIN MINIMUM VARIES
remote water motor reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR IV TELEVISION OUTLET OR LOCATION
All trusses shall be securely braced both during areciiian and after permanent Installation In condult shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MISO MISCELLANEOUS TYP TYPICAL
a building In accordance with commentary and rem mmendations as published by the Truss and Installed by the electrical contractor.The cable shall be copper and a minimum*18. DIM DIMENSION
Plate Institute. The water department shall make the connections. D.L. DEAD LOAD MILD MOULDING UC UNDERCUT(DOOR)
MM MILLIMETER U UNF UNFINISHED
DN DOWN(STAIRS) MMS MEMBRANIE U.N.O. UNLESS NOTED OTHERWISE
D.P. DAMP-PROOFING M.O. MASONRY OPENING DIMENSIONS ARE TPAEN FROM FACE TO FACE OF MASONRY
DR DOOR MOD MODULAR
2. Y."high density T&G,Plywood subfloor?Ued'Ind miled. Panel span rating shall be APA DRY DRYER MACHINE VS VANITY BASE UNIT OR FACE OF MASONRY UNIT M FACE OF STUD.
24)32, Exposure 1,with sealed edges. nataff per manufacturem'spacing and edge F. Water service shall be V minimum from each exterior shut off valve. D/S DRAWER STACK(CABINET) MRS, MARBLE
DS 13OWNSPOUT V V.S. VAPOR BARRIER
recommendations. MTL METAL VB36 36'WIDEVANITY BASE
MT MOUNTEDONG) VERT VERTICAL
D.T. DRAINTILE MULL MULLION OR MULLED VIN (SHEET)VINYL
DTL DETAIL
V.S. VEOTABLE SINK
3. Y�'underlayment(minimum)under v�nyl or tile on wood frame floor systems. G. All shower head heights to be W AFF at fiberglass showers and 84!'AFF at ceramic DIN DISH WASHER WA NOT APPLICABLE I'll
V.T. VIWL71LE
showers. DWO DRAWING N N.I.C. NOT IN CONTRACT cl);
DWR DRAWER NL NAILABLE W311130 31rWX30"HWALLCAB LU.�
4. NOM NOMINAL
Mln%"high density O.S.B.wood rcof she#4ing with'H'dips.APA panel span rating shall EA EACH W W WIDE OR WASHING MACHINE
be 24/0,exposure 1,with sealed edges.Install per manufacturers!spacing and edge N.T.S. NOTTOSCALE §
recommendations. E ES EYEBROW FLATARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET
IMPORTANT NOTE: E.F. EACH FACE Wo WOOD
E.J. EXPANSIONJOINT OA OVERALL WF WIDE FLANGE(STEEL BEAR
ALL REFERENCES BY STRUCTURAL&MEP EL ELEVATION 0 088 OBSCURE(GLASS) WH WATER HEATER
EST ESTIMATE O.G.D. OVERHEAD GARAGE DOM WIN WINDOW
E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/WIO WITH OR WITHOUT
D. Roof truss systems shall be fabricated with wood chords and wood webs In accordance with ELEC ELECTRIC(AL) O.C. ON CENTER W.H. WALL HUNG
designs prepared under the supervision of a registerecrprofessional engineer. ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.CAS. OVERHEAD CABINET WI WROUGHT IRON
REFERENCES & CALLOUTS ON THE ARCHITECTURAL EO EQUAL O.D. OUTSIDE DIAMETER WIC WALK-INCLOSET
PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNO OPENING WP WATERPROOFQNG)
E. Roof trusses marvlacturer shall submit 2 sets of sealed shop drawings to builder for OPT OPTIONAL
approval of roof trusses and beame CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OSB ORIENTED STRAND BOARD W.A. WATER RESISTANT
EXT EXTERIOR W.G. WATER SOFTENER
WSCT WAINSCOT
W.T.W. WAUTOWALL ATTIC VENT CALCULATION
F. MinY. exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit WWM WELDED WIRE MESH
panX and coder siding.See elevations for locations,
G. Pressure treated lumber to be used where wood is in contact with concrete anWot-ir4 mud -4mm)
Bill. SYMBOLS FORMULA:
H. Exterior dock construction shall be With pressure treated lumber with dimensions as I SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING
indicated on the plane. EARTH PLYHOOD *144 SQ. IN. = I SQ. FT. C)
ELEVATION KEY OR5E(TION KEY BLDG.CEILING (SF)X 144= BLDG (SQ. IN.)
SHEET NJIMBER SM OR 6RAVEL FILL INS1.11LATIN1157 SWATH* BLDG. (SQ. IN.)/300=SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED 2 50%AT RIDGE&50%AT EAVES
HOW 51UD PARTITION BATT IMATION
DETAIL MM13ER OR SECTION KEY
SHEET MMSER 3-20 MOOD POST OR 2-2X6 R1610 INSLILATION
tkf%OTHERIAIISE NOTED
AWLE MICK HATER CLOSET AREA TABULATION
VX>i CONCRETE BLOCK cc
CENTERLINE MAIN FLOOR PLAN 1473 SQ.FT.
TYPE (31F CONSTRUCTION.......... TYPE V (B) CONCRETE
11* SECOND FLOOR 450.62 SQ.FT.
H05E BIM ME4 PROOF)
OCCUPANCY CLASS..................... GIR.ONUP R-3
STOW
TOTAL A/C AREA 1923.62 SQ.FT.
APPLIC A TILE CODES: a)- 6AS LINE STLIB STEEL LAVATORY FRONT PORCH 194 SQ.FT.
d mw 248 SQ.FT.
1. FL. BLDG. CODE 2004 - ]Rmveosidential
PERPEWIULAR DIMENSIONAL UMMR DME SIW GARAGE 453 SQ.FT.- L 011111
r,, 1
PLATE I I EILOICKINS TOTALAREA 2818.62 SQ.FT. JOB NO. 44
SMILE SINK
0 ROLM OR DIAMEfR FINISH 6RX)E MOD Paradise Preserve
SHEET TITLE SHEEr
GENERAL NOTES
A1 . 1
L
FOUNDATION NOTEs r
[NOTE-FOUNDA
1. STRUCTURAL FOUNDATION PLANS SHALL BE IS
BY OTHERS. SEE STRUCTURAL ENGINEERING
FOR ALL STRUCTURAL DETAILS AND NOTES.
2. SLOPE GARAGE FLOOR 1/8- PER FOOT TO
OVERHEAD GARAGE DOOR OPENING.
3. 4" CONCRETE SLAB w/ 6"x6"xlO"/10" WXM
OVER 6 MIL VAPOR BARRIER OVER CLEAN
WELL COMPACTED (MIN. 3000 P.S.I.)
TERMITE TREATED FILL. (3000 P.S.I.)
FIBERMIX OPT.
4. CONFIRM ALL INTERIOR BEARINGS NTH
TRUSS ENGINEERING OR CONV. FRAMING
PLAN.
5. SUPPLY SEPARATE CONDUITS TO ANY
C'4
66'-0" ISLANDS FOR GAS AND ELECTRIC. I , >- >-
>- v
6. CONFIRM ALL FLOOR OUTLET LOCATIONS 3j -1i
12'-6" 14'-8,Y2" 4'-3y2" NTH BUILDER AND/OR HOMEOWNER PRIOR
14'-6" 20'-0" TO SLAB POUR.
7. GENERAL CONTRACTOR TO PROVIDE SLAB uj uj w
uj 40 cl) co
CONTROL JOINTS EVERY 4.00 SQ. FT. > > >
Z61 w w w
D cr of m
L
— —————— ———————— ————— — —�—ffi———— —————— r
r-— ——————————-- -— —————— —— ———— ——
�6
——--————————— ————————— m
% u
———————— ————— ———
go
T
L0 L, C) M
- NAIL ROOF SHEATHING
00 IMPORTANT NOTE:
0'-5 1/2" (PER STRUCTURAL) 12
'8�-0 4'-6' REFER TO ROOF PLAN AND EAVE DETAILS
FIBERGLASS SHINGLES OVER 30# ON SHEET A2.2 FOR RO
/1 VAIR HOUSES -OF PITCHES FOR ALI
SLOPEl" FELT OVER 7 6" OSB BOARD OR w
15/32- PWD SHEATHING. co
0.H. -ff
STRAP FOR TRUSS ANCHORAGE (SEE STRUCTURAL) m
AIR BAFFIE BTW EA TRUSS >
-0 x
VERIFY INTERIOR BEARING WALLS MIN AIR 30 K"101 AT CLG. 0 0
-0) F— ———— WITH TRUSS ENGINEERING TO MAINTAIN 1/2 y y L!
.1 SPACE FOR VENT
-SLOPE 10
4 GALV. METAL DRIP 1/2- CEILING BD OR 5/8- GYP. BD TYP
gn W
EDGE
/L S2 WRAPPED ALUM. M
3/40 RECESS FOR S.G.D. >
FASCIA OWR 2x8 2 a
C 0
7 0
z PERFORATED
co cn
FFIT
VINYL/ ALUM. SOFFIT
rr----
CD I
-1 D/W
2 FRIEZE U
6'-6)/2-1
LL �)/2 0
00
L CD
X. -j — ———————————————————————
REF ROVIDE MID-WALL BLOCKING FLAT WISE 0 cnT
�OINTS IN SHEATHING
LL a-
-0'-0* FIN. FLE sp r 16
L ABV. r C>
L-------J OC (MIN 12 SPF)
-J : W/SP DISP 2x STUDS 0 16 cn 0
u-
-6,=1-0y, L- j
2 Ju
-j c�
0- P.T. PLATE w/ ANCHOR
qk-n Me"
BOLTS PER STRUCTURAL r=
;c
L co
Z4� CONG. SLAB w/
__j
6x6 NO. 10 WWM OR FIBERMESH. CONCRETE SLAB WITH Lu
REINF OVER VAPOR BARRIER 6 ui
I F- ----- - -- - OVER CLEAN COMPACTED 6"x6"xlO/lO W.W.F. TYP. (3000 PSI.
TREATED FILL --::7 , FIBER MESH OPTIONAL).
3'-0" (1) # 5 CONT.
71 SLOPE GRADE AWAY 44
WATER k ALL SIDES
3OFTNER LOOP
2'f 1' 6 MIL VAPOR BARRIER
rn
e- e
X.
AD.11' �
lot
I -
07
C) ICAL FOOTING (MONOLITHIC OPT)
2e X 2,C X 12"
TFUCKENED SLAB SEE STRUCTURAL FOR SIZE & REINFORCING
�,'00000,/ w/ (3) #5 REBAR RUNNING
(7
FORCING
w/ (3) f 0/7
IN EADi DIRECTION
0- __j �2
-- -- -- -- -- -- -- -- -- -- -- -- I Typical Wall Sectio
(m Am
SCALE: 1/2"=l'-O"
SLOPE 2"
00
3'-1 1,Y2
5'-0" 2'
00
L—— ——— — —— —— ———— ——--—JjEaS -1
SED FLOOR FOR SHOWER 5-9' (n
— ———— ————— -1
CN
L----- -- - - ----- ------ %
-j %
HB— —— —— ——— ———-- 03
RENNAI GAS WATER HEATER jH[
co
4" CONC. PAD
EL -1 1 1
f FOR A/C
L ———— ———
5'-11)72
e
4'-0'
14'-8"
5'-3J/2 6'-5- V4 5'-3/1/2 12'-0" 20'-0"
16'-0" 18'-0" 32'-0"
66'-0"
FOUNDATION_
SCALE: 1/4"=l'-O"
LL
03 E r-
0 0
L
JOB NO.
Paradise Preserve
SHEETTITLE -VSHEET
FOIJISIDATION
An
MAIN FLOOR NOTES
LNOTE-FLOOR]
1. WINDOW GRILLS ARE STANDARD IN FRONT
PROVIDE 1/2- GWB AND SIDE ELEVATIONS AND REAR
-INSTALLED IN ELEVATIONTO BE CIFAR GLASS.
PARALLEL TO FLOOR 2. ALL UNDIMENSIONED PARTITIONS
FRAMING MEMBERS ------ ARE 3 1/2' ROUGH.
66'-0" 3. ALL ANGLED PARTITIONS ARE 45
DEGREES UNLESS OTHERWISE NOTED.
8'-0' 4'-6" 14'-8y2" 4'-3/1/2 14'-6" 20'-0* 4. PROVIDE MINIMUM 2-2xl2's w/ 1/2"
PLYWOOD FLITCH PLATE AT ALL EXTERIOR
2'-7/V2 5'-4/V2 2'-3" 2'-3" 6'-0" 8'-8)/2 6'-8" 7'-10" WALL OPENINGS AND INTERIOR BEARING
WALL OPENINGS UNLESS OTHERWISE NOTED.
5. 3-2x4's MIN. AT EACH END OF ALL BEAMS
AND GIRDER TRUSSES UNLESS OTHERWISE
NOTED. ALL SUCH CONCENTRATED LOADS
SHALL BE TRANSFERRED TO FOUNDATION
VIA BEAMS, POSTS AND/OR SOLID
io'-1 1/8 PL . BLOCKING.
4'- 0" X 5'- 4" COAT 8'-0" X8 FRAMED COL. OFFSET C, OF STUDS UNLESS OTHERWISE NOTED.
7
1" FROM PORCH EDGE
GLS BLKS 0 84" AFI' OF I CLOSET 7. ALL TRUSSES TO BEAR ON EXTERIOR
WALLS AND/OR GIRDER TRUSSES UNLESS
00
C:) 0- C.0 OTHERWISE NOTED ON FOUNDATION PLAN.
to 00 09 4'-3Y2 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS,
00 09
C14 0 U) HANGERS & SET SPACING FOR ALL
10' CLG. Ls
a 7 gm� RIO 4 TRUSSES.
T t2o ll'-5" x g'-O" C) w 9. WINDOW SUPPLIER TO VERIFY AT LEAST
t, L.l� C,
DINING ROOM M tv, 0 Lu —1 -:z_- I
j C5
a
0 C> A
kli-cc`L iT IL
_c, I 0i
FOYE I ZD t; IN ONE WINDOW IN ALL BEDROOMS TO HAW
U- 4 _00
U- U) 0 3: 00 A CLEAR EGRESS OPENING OF 5.7 SQ. FT.
0� < �__l 10' CLG. Elf M
OFFSET U- C) ro COVERED PORCH
WITH MIN. DIMENSION OF 24" IN HEIGHT AND
8x8 FRAMED COL. 8" U-1 C:)
6'-8" x 7'-8" 00 ><
8
1 tOM PORCH EDGE ca 10 CLG.
2860 cm, 0" x 17'-10" 20" IN WIDTH; SILL HEIGHT NOT GREATER
THAN 44" ABOVE FLOOR.
a AFF 10. BALLOON FRAME ALL EXTERIOR WALLS
CN J, (ABOVE 8'-l-) TO UNDERSIDE OF ROOF
ADD STEPS TO — — — — — — — — — — - -- — — — — —
CLG. BIRK. I SHEATHING - PROVIDE FIRESTOPPING
OHC ADD STEPS TO
GRADE AS REQ. _OHC _J%_,� �_ I i EVERY 8'-0" VERTICALLY IN WALLS > 8'-l".
BY CODE 40.5" h WALL!w/ GRADE AS REQ. *co
21 BEC 21"BEb 11. ALL HANDRAIL BALLUSTERS TO BE
15" BARII70P BY CODE
SPACED SUCH THAT A 4m SPHERE CANNOT
PASS BETWEEN BALLUSTERS.
GAS COOK TOP W/ 15"
c1li U-)
cl4 MV ABV, 2430 SH
zo a: 12. ALL ELECTRICAL AND MECHANICAL
0 80" AFF
C, EQUIPMENT & METERS ARE SUBJECT TO
00
U") GREAT ROOM RELOCA11ON DUE To FIELD CONDITlONS;
7
CATHEDRAL CLG. IT CONTRACTOR TO VERIFY.
Elf 18'-11" x 15-2 Ki I CHEN me 2430 SH 13. FOR ADDITIONAL NOTES SEE GENERAL
8 1 IS CLG. 0 80" AFF NOTES ON TITLE SHEET & DETAILS.
CI - -1 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE
w F D/W
-4;LJ- - - - - - - __ - __ - _+Li�l 42"UPPER CAB.S
L —ca
96" ABOVE FINISH FLOOR (U.N.O.).
12"Xl 2 FLAT W/CROWN MOULD
(91 U -1
DRYER VENT 15. WINDOW MANUFACTURER TO TEMPER ALL
-1 1 A L,
FOR C FAN THROUGH WALL
1 111 10--1 1/8 PLT. WINDOWS 2' WITHIN DOORS, OVER TUB
SCREEN POST 00
SHOWERS 7 WINDOWS WITHING 18* OF THE
_30—"OZE�N I REF us)T)
FINISHED FLOOR.
ul 1 HR FIRE F ATED WALL co
rcN ------- wis A 22'-1/1/2"
-I-S 1 b/,5P
CAB. —SP-
It tl
6-3 2>�Y2"
A AC STE PS TO ul
3'-1 1Y2" Y-9y" _7_7 20-0
2 10�
I E SLAB
-c-4 LINEN UTILITY
cdN W) 10' CLG.
FIRM RAILING
Dd-MATOR
JCLG. BIRK. i cl
V) u') 7
868 lLGT CL
0 CLG. 00 C14
CL PONY WALL 1* 11 5'-1 QY2 00 GARAGE SHALL COMPL
b 2668 22 1/2"x54"
00 ABOVE NOSE OF
A TREAD w/OPEN ATTIC ACCESS MTH SECTIONIM OF
4- 2004 FEIC
2860 SH EGRESS HANDRAIL I F_w_m__
co WA TER
0 84" AFF 2
-m-5; =ffi--.� — — SOFT 4ER )P GARAGE
NO SHELVING OR ROD 4r, _41
to CL �RZOR
Cus'lom CLOSET BY T 10' CLG. >
MASTER SUITE C14 CALIFORNIA CLOSET OR T 9. E 19--6- x 2,1
5 �he
Got--
10' CLG. EQUAL 10' CLG. C 4 INOUI ID STEEL PIPE
15'-6" x 15-5" C14 L
10' CLG. WELDED TO
Co C)
FULL GAS
1 " X 16" 3/8' -A
BEDROOM 2 PACKAGE W/
Z�RHFI F 0 R4" STEEL PLATE
10' CLG. L OUTLET FOR (4 1/2 WEDGE
NO SHELVING OR ROD �2
-3" x 13'-0" C) H/W HEATER, A
I 'HOR ?H
7 x ti DRYER, COOK AN , IN
COR ER ATT�?HED 7
30" C) TOP, AND TO THJCKENED
D/S 21 BARBQUE SLAB
00
2860 SH 0 MIRROR I HR FIRE 3ATED V IALL
1- —3r CORNER w w
0 84" AFF 8'-9- 3 6" Of
00 ELVE&c,)A T 00 1.- 0
I C-1 u CD (D w
10! CLG. X
04 ove To CN
n it- I I N al
1 17
V) n
10--1 1/8 PLT. r 10'-1 1/8 PLT 10'-1 1/8 PLT. F-71
ESSED 001 3060
3060 Sli ,i� : 10, CL . I - —LHB
REC S 3060 SH co
1 00 co al
3060 SH 0 0 84' AFF @ 84" AFF C14 RENNAI GAS WATER HEATER =I
-1 0 84" tFF 0 84" AFF 713
R/S
u
lk I 1 7 7\x b - \ I
i '_1 1 LT.
111'q15"
OH
OH
P
TI-3
10, CLG.
co
(4
AN j
COR r
EE,;-�n7�1:--- I* ',
4V! X - 8' GLS ROUND MARBLE BEt CH
BLKS 84" AFF 8- GLASS 3LKS (TYP.) CONDENSER
SHOWER VALVE ON D FRENT GLASS EL0 HT. TOP OF 14!-8*
WALL THA4 SHOWER) EAD BLOCK �,�7'-6n A.F.
2'-6y 6'-1 6'-11)/2" 2 0'-3Y2"
3$-4)/2" 9'-6y2" 3'-1 2'-9" 2 ll)/2" 2'-7" 2'-2-
16'-0" 32'-0"
66'-0"
DRAFTSTOPPING OF
FLOOR TRUSSES FBC
R502.12 MAIN FLOOR PLAN-
PROVIDE 1/2' GWB SCALE: 1/4"=l'-O"
-INSTALLED IN
PARALLEL TO FLOOR
FRAMING MEMBERS
AREA TABULATION
MAIN FLOOR PLAN 1478 SQ.FT.
SECOND FLOOR 450.62 SQ.FT.
TOTAL A/C AREA 1923.62 SQ.FT.
FRONTPORCH 194 SQ.FT.
248 SQ.FT.
GARAGE 453 SQ.FT.
MAIN FLOOR PLAN
TOTALAREA 2823.62 SQ.FT. A2. 1
13'-7"
2'-2" 1 l'-5"
3050 $H 0
80" AFF
00 LA
cz� CD
cn C"
> C)
w
<EGRESS
-n
0
M
C-) M
C-) 0
En
-n
4 >
--q i -s-L n -n
C-A o
-PO Cli
> '4' 1"
M
Ox V 0
C�4n - '--.�F- 7 x ;o 0 r-
m-P. >
L —i Lf)
P 0 a)
z F -n
-n
L - - - - - - m
I-
4 2" 5't5"
j)D
---------- I —t 3) -
_3
4068
LA
CO.
o 8
16
L4
CA
0 OR Ccl
-n @
> 0
K. * 11-4, 9.x
C ------7ff-- 3' 4"
M U) >
-,a- uu
>
0 M C)
;u
:t>
2668 CJO
z r-
(n c-,
2668
co CA 31 P%-
C3 C)
0 Ln
0 C) EGRESS
-n !p
-n
0
-> m
m
cli Ii;uu :0 1 F 7 cn
x > 0 0 8 1 �j C�
r- -1.1 -1 CD
00 p
c"
co L4 3
C� cn- C.0
01
> CD C,4
EGRESS
cli
18 R
CIRCL 74m
AFF
2'—8 8'-4- 2:
13'-7"
aradise Preserve
9
p;
.21 0
CN
D D
",!!�2
-ON
1 0'-1 1/8"PLT.
1 0'-1 1/8"PLT.
c%j
8-�12 8:1
SLOPE SLO
co c'4
FLAT CEILING Al 4
0 0
.el m
tx
FLAT CEIL� cn
T
0
0
CEILING B K LINE CN
CIO
FLAT CEILING-) 7 Q- T-
FLAT CEILING -1
�o
/3-1/2:12
SLOPE
lie,
FLAT CEILING-) 0
1101-11 M"?LT.
CATHEDRAL CEILING
00%%
C,4 uj
66
U)
T CEILING
IL
,,--ROOF SADDI F N
RlDrlp ADJUST FOR I 2VD-2) 0
U-j
OFFICE Or— \-FLLA-T-CEILING IL
\:T. CEILING-Nr
660
.4 �, j
L====hl
COLING)
AD.2 as
�14 RIDGE
66 C)
c1d
/lo
1\�-2
RIDGE Q-FLAT CEILING Q-FLAT CEILING � FLAT CEILING-) (",FLAT CEILING-)
RIDGE
uj
d6 0
i �4 ,
FL)T CEILING-) 1
(iuj
; ccc"L G FLAT CEILING-)n
I
--------- -------- I
101-1 1/1-PLT. 1 0'-1 1/8"PLT
0
PF
r400
�-2
u-
ROOF LAYOUT
X94;
0
co E c
SCALE: 1/4'4-0" 0
0 0) =
0. LL (L
L A
r., 101
JOB NO.
Paradise Preserve
SHEETTITLE SHEET
ROOF LAYOUT
A n n
Ld
EXTERIOR
ELEVATION NOTES
[NOTE EXTELEV]
Lo
In
1. GRADE CONDITIONS MAY VARY FOR .91
INDIVIDUAL SITE FROM THAT SHOWN.
BUILDER SHALL VERIFY AND COORDINATE
PER ACTUAL SITE CONDITIONS.
2. PROVIDE ROOF AND SOFFIT VENTS AS
T_8" 2'-8"GABLE END WINDOW REQUIRED BY CODE AND MANUFACTURERS
18"R ROUND WINDOW 12 8 9"R ROUND WINDOW SPECIFICATIONS.
W/BLACKEND GLASS
6 8
N
81-1 1/81,PLT T
D D D
12
LAP SIDING 8
0 w w w
w D Lo (o
D > > 5;
co
SHAKE SHINGLES SHAKE SHINGLES D
L
12
O'-O"2ND LEVEL F.F. 13.5 m U LLJ
10'-1 1/8"PLT. ASPHALT SHINdL_ES 10'-1 1/8" PLT.
IRV 12
am n 0
8
7'-8"PLT. _LLL \,_�FRI�EZE(TY�P) .
M
U,
H (T�YP)
FMi F]
GALVALUME
Ll co N
0 0
T,E�
0'-0" F.F. 0'-0" F.F.
IRV m
GRADE GRADE > 6
0
1 N -42"HANDRAIL '--8"BAND(TYP) '--8"X8" FRAMED COLUMN 0
OBSCURE GLASS SIDE LITE
Front Elevation-
SCALE: 1/4"=l'-Om
(lam)
8'-1 1/8"PLT.
)W7
c1d
-ASPHALT SHINGLES
12
-12- 3
.5
JNO'-O"2ND LEVEL F.F. -3.5i
101-1 1/8"PLT.
10--1 1/81, PLT.
_y
-LAP SIDING
4"FRIEZE(TYP)
4"TRIM (TYP)
0'-0" F.F. 8"X8"FRAMED COLUMN
GRADE 8"X8"FRAMED COLUMN 42'HANDRAIL ____8"BAND(TYP)
SCREENED PORCH
c
.V
R ght Elevation 8.29
x 2
0. 6
SCALE: 1/4"=l'-O" co t a
0
0 S! =
a.LL 91
L
JOB NO.
Paradise Preserve
SHEET TITLE SHEET
FRONT&RIGHT
ELEVATIONS An A
r
EXTERIOR
ELEVATION NOTES
[NOTE-EXTELEV]
coo t
1. GRADE CONDITIONS MAY VARY FOR
INDIVIDUAL SITE FROM THAT SHOWN.
BUILDER SHALL VERIFY AND COORDINATE
PER ACTUAL SITE CONDITIONS.
2. PROVIDE ROOF AND SOFFIT VENTS AS
REQUIRED BY CODE AND MANUFACTURERS
SPECIFICATIONS.
r
8
0
>- LZLI >1
1 x 6 TRIM
ATTACHED TO w w 0 0
D 5 5 >
FACIA w w w
9"R ROUND WINDOW L
W/BLACKEND GLASS 8'-1 1/8"PLT. r
U)
12
4" FREIZE(TYP) 8
u� o
ASPHALT SHINGLES
-12--
3.5
0'-0"2ND LEVEL F.F.
1 0'-1 1/8"PLT.
1 0'-1 1/8"PLT.
IRV
co 04
I clq
LAP SIDING i Iq
72M8
> m ..
*0 x
C, 0 u-
m rj
4" FRIEZE(TYP) ?.e'V
'o 0
c m
ci,
4"TRIM (TYP) Lo-0 8
r
- 0
0
Lil
0'-0"F.F. 0'-0" FF
IRV
GRADE GRADE
'-SCREENEDPORCH '-8"BAND(TYP) I
8"X8"FRAMED COLUMNS
Rear Elevation
SCALE: 1/4"=l'-Om
04
a3
a3
ASPHALT SHINGLES-
8'-1 1/8"PLT. ,om
LL
12
CD
jh0'-0--2ND LEVEL F.F. 0'-04ND LEVEL Fl`.,,�
LAP SIDING
1 0'-1 1/8" PLT. 1 0'-1 1/8"PLT.
L L F-1
4" FRIEZE(TYP)
4"TRIM (TYP)
0'-0" F.F. u-
0'-0" F.F. tlh
IRV IRV 'S 'CM4
GRADE
GRADE W'E
0.2
8-BAND(TYP) IL LL (L
L
Left Elevation JOB NO.
Paradise Preserve
SCALE: 1/4"=l'-O*
SHEETTITLE SHEET
REAR&LEFT
ELEVATIONS AO r,
tillco
Ab
all
'iff-91
I o',y 1'—Y 2'—0
2'—6 64,.,, 1 I'l 1 21
LL
3 L- 2L E
cr
C14 LU 04
z __. �i
D D D
S-0,
0 LU W
m (1)
> > >
w of Ir
U1,U1,U1,
04
PAU,
F000!
CD
son
m
L__j
IL
IF
NPIC U� 0
M
KITCHEN
CABINET ELEVATIONS C14
>
SCALE: 1/2'=V-0"
02
M U_
C
m
0) co
m
12
c 0
0 3-
(L (L
Lj —IFM]
EEB
4'-
----------
co
Qo
S1 1%
r% r% al
KITCHEN ;mo
CABINET ELEVATIONS-
SCALE: 1/2"=V-0"
AS%�- 1 0 0 0 10 0 As 0 0 0 0 1
0 0 0 0 %%
co
NO MIRROR NO MIRROR NO MIRROR
2 —6 2'—6 2'—6'
2 -6� 1' -8" co
100 r__
00
ML___j c'11j
Lj
0.2 0
Li I
1% N L ej
r "I
MASTER BATH BATH 2 BATH 3 JOB NO.
Paradise Preserve
CABINET ELEVATIONS- CABINET ELEVATIONS. CABINET ELEVATIONS SHEETTITLE SHEET
SCALE: 1/2"=l'—O* SCALE: 1/2"=V-0" SCALE: 1/2"=l'—O* INTERIOR
ELEVATIONS A f) 0
ELECTRICAL KEY
(NOTE—ELECSYMI
SINGLE POLE OUTLET
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
��Wp WEATHERPROOF DUPLEX OUTLET
��GFI GROUND-FAULT CIRCUIT-INTERRUPTER
DUPLEX OUTLET
HALF-SWITCHED DUPLEX OUTLET L
0 SPECIAL PURPOSE OUTLET/JUNCTION BOX
4� DUPLEX OUTLET IN FLOOR
0220V 220 VOLT OUTLET
OVERHEAD DUPLEX
6
WALL SWITCH
�_3 THREE-WAY SWITCH
FOUR-WAY SWITCH
RHEOSTAT SWITCH Lu
R Lu co
DIMMER SWITCH >
F"-DM UJ
(2) REINFORCED JUNCTION BOX x
CEILING MOUNTED INCANDESCENT
LIGHT FIXTURE r
WALL MOUNTED INCANDESCENT
0 LIGHT FIXTURE u�
0 RECESSED INCANDESCENT LIGHT FIXTURE
RECESSED ADJUSTABLE EYEBALL
0 INCANDESCENT LIGHT FIXTURE
INCANDESCENT LIGHT FIXTURE
-0-pc WITH PULL CHAIN
EXIT LIGHT
EMERGENCY LIGHT —amp L-L]
FLUORESCENT LIGHT FIXTURE M
FLUORESCENT LIGHT FIXTURE
NTH PULL CHAIN
TRACK LIGHT
cc
EXHAUST FAN (VENT TO EXTERIOR) C-4
e-A _rl rL�7_ EXHAUST FAN/LIGHT COMBINA11ON
(VENT TO EXTERIOR)
lrs i5
m
0 u-
EXHAUST FAN WITH HEAT LAMP U-
c
(VENT TO EXTERIOR)
PB c
m CIO,
CHIMES _j
wp -8
�GPB PUSHBUTTON SWITCH
— — — — — — — — — — —Ed_E�RK7
SMOKE DETECTOR 0
GF10 a ZZU *GFI 0
VVP
PREWIRE HEAT DETECTOR
FOR CD
CO2 DETECTOR
e PENDENT (D THERMOSTAT
LIGHTING I h*: I --- I I
4P B
Tr
I ABV. THE I SPEAKER
BAR
I C)
CARPET 14 PHONE (1-CAT3)
C)
P 1ILE CPT. CPT. T E LO ATE 14 DDC (1-CAT5, 1-RG6)
TO
TOE E WALL D MDC (2-CAT5, 2-RG6)
— — — — — —LTGH`TS V ELECTRIC METER
L
FLOOR -L;alL- ELECTRIC PANEL
ALONG
THE 7 SWITCH JUNCTION BOX FOR H.P. UNIT
CABINETd REF 1
SP- CEILING FAN PREWIRE
y%FI L
F
4 k-
-- ---- �W�p (PROVIDE ADEQUATE SUPPORT)
.. .............
UNDER It Itz===A
w 51
I LIGHTING PANEL BOX CEILING FAN / LIGHT PREWIRE
X7 CABINET TILE
w (PROVIDE ADEQUATE SUPPORT)
CLG. BRK..
I c)
ELECTRICAL NOTES:
TILE w [NOTE_UCTPJC]
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE
3 B
F_ 0 DETECTORS AS REQUIRED BY NATIONAL FIRE
I if -------- - PROTECTION ASSOCIATION (NFPA) AND MEETING
U.
AL
SD ATER THE REQUIREMENTS OF ALL GOVERNING CODES
@ IN 0 DDC G I TNER OP PROVIDE AND INSTALL GROUND FAULT
Lzol" 3C:t 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY
lo, LOW VOLT > NATIONAL ELECTRIC CODE (NEC) AND MEETING
TOP 0 72w THE REQUIREMENTS OF ALL GOVERNING CODES.
'I-____ f IN __11\
PECIALTY WRING AL @
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED
ETC.. TO BE WIRED T T14 I L__ _y_ _j 3. DIRECT HOOK-UPS/CUTOFFS. 03
THIS CLOSET CARPE I CARPET -1 HVAC CONTRACTOR TO VERIFY THERMOSTAT
CARPET 1 —0- Gff 10 4- LOCATIONS.
3CE ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E.
A 5. FURNACES, A/C UNITS, ELECTRICAL PANELS,
SANITARY SUMP PITS, DRAIN TILE SUMP, AND
WATER HEATERS) ARE SUBJECT TO RELOCATION
TNII lt�
FTo
1 0 P, C, DUE TO FIELD CONDITIONS.
GFI
ELECTRICAL DEVICES: ABOVE FINISHED FLOOR:
OUTLETS IN BACKSPLASH CO*Nl
SWITCHES OVER COUNTER . . . . . . . .487 TO CL
CPT L TILE CARPET WALL OUTLETS OVER COUNTER . . . . . .48* TO CL
REMAINING SWITCHES . . . . . . . . . . 48".TO CL
WALL OUTLETS . . . . . . . . . . . . . . 16' TO CL
.14 tu BATH VANITY BRACKET OUTLET
(1- ABOVE TOP OF MIRROR) . . . . .aB. TO CL 1 2
kR<A1 GAS WATER HEATER
WATER SOFTENER AND SUMP OUTLETS 48" TO CL
i TELEPHONE OUTLETS . . . . . . . . . . .t6' TO CL
TELEVISION OUTLETS . . . . . . . . . . .167 JO CL
EXERIOR GA OUTLETS . . . . . . . . . . W.TO CL
GARAGE GA (ABOVE GARAGE FLOOR) 48- TO CL
FRONT DOOR COACH LIGHT . . . . . . . Be TO CL
GARAGE DOOR COACH LIGHT,
(ABOVE GARAGE FLOOR) . . . . . .84- TO CL
DINING AND BREAKFAST FIXTURE . . . .6e TO BTM
OF FIXTURE
FOYER AND STAIRWAY FIXTURE . . . . .96- TO BTM
OF FIXTURE
THERMOSTAT . . . . . . *W. TO CL
DOORBELL CHIMES . . . . . . . . . . . .W TO CL
DOORBELL BUTTON . . . . . . . . . . . .LEVEI- W/
DR HANDLE
KITCHEN WALL HUNG MICROWAVE
MAIN FLOOR ELECTRICAL OUTLET . . . . . . . . . . . . . . . . . 76".TO.CL
KITCHEN DISHWASHER RECEPTACLE . . UNDER SINK
SCALE: 1/4"=l'-Om KITCHEN RANGE . . . . . . . . . . . . . . 21C.TO CL
KITCHEN REFRIGERATOR . . . . . . . . .48" TO CL
NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS WASHER/DRYER OUTLET . . . . . . . . . .W. TO CL
L
JOB NO. lei
CL = CENTER LINE
1 = MELD VERIFY Paradise Preserve
2 = MASTER BATH STANDARD 30" HIGH
VANITY TO BE RAISED 4"
SHEETTITLE SHEET
MAIN FLOOR
ELECTRICAL E1 . 1
r
ELECTRICAL KEY
SINGLE POLE OUTLET
�a DUPLEX CONVENIENCE OUTLET
�a DUPLEX OUTLET ABOVE COUNTER
�aWp WEATHERPROOF DUPLEX OUTLET
��I;Fj GROUND-FAULT CIRCUIT-INTERRUPTER
DUPLEX OUTLET
HALF-SWITCHED DUPLEX OUTLET L
0 SPECIAL PURPOSE OUTLET/JUNCTION BOX
49: DUPLEX OUTLET IN FLOOR
0220V 220 VOLT OUTLET
OVERHEAD DUPLEX
WALL SWITCH
THREE-WAY SWITCH
�-4 FOUR-WAY SWITCH
RHEOSTAT SWITCH 0 w
�—R Lu co
D 5
DIMMER SWITCH co w
DM co
REINFORCED JUNCTION BOX
CEIIJING MOUNTED INCANDESCENT L
LIGHT FIXTURE
K� WALL MOUNTED INCANDESCENT
LIGHT FIXTURE
0 RECESSED INCANDESCENT LIGHT FIXTURE m
RECESSED ADJUSTABLE EYEBALL m u
INCANDESCENT LIGHT FIXTURE
INCANDESCENT LIGHT FIXTURE
-(:>PC WITH PULL CHAIN (-,n
EXIT LIGHT
EMERGENCY LIGHT
FLUORESCENT LIGHT FIXTURE m
FLUORESCENT LIGHT FIXTURE
WITH PULL CHAIN
TRACK LIGHT
EXHAUST FAN (VENT TO EXTERIOR)
EXHAUST FAN/LIGHT COMBINATION >
.2
(VENT TO EXTERIOR) =m (9
0 a LL
m rL
FXHAUST FAN WITH HFAT LAMP t:
(VENT TO EXTERIOR)
IF
m
CHIMES m
�OPB PUSHBUTTON SWITCH
SMOKE DETECTOR
HEAT DETECTOR
CO2 DETECTOR
THERMOSTAT
SPEAKER
- -------- - 11 PHONE (I-CAT3)
14 DDC (1-CAT5, 1-RG6)
EAD 1,BFZ[b WAINS'OT j MDC (2-CAT5, 2-RG6) Cis)
I I __ — — — — —3a ELECTRIC METER
—@D� I v -I I V)
3CC ELECTRIC PANEL
CEILING FAN PREWIRE
DOW 4 Rld'�s (PROVIDE ADEQUATE SUPPORT) ;MM4
6... FIERIRI EF
CEILING FAN / LIGHT PREVARE
4� (PROVIDE ADEQUATE SUPPORT)
L_ _L _j S I
ELECTRICAL NOTES:
[NOY-FIECTRIC]
1- PROVIDE AND INSTALL LOCALLY CER11FIED SMOKE
DETECTORS'AS REQUIRED BY NATIONAL FIRE
PROTECTION ASSOCIATION (NFPA) AND METING
THE REQUIREMENTS OF ALL GOVERNING CODES
PROVIDE AND INSTALL GROUND FAULT
2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIC CODE (NEC) AND MEETING C=
THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED ;mmdo
3- DIRECT HOOK-UPS/CUTOFFS.
SECOND FLOOR ELECTRICAL HVAC CONTRACTOR TO VERIFY THERMOSTAT C=
4- LOCATIONS.
SCALE: 1/4"=l'-O" 5. ALI ELECTRICAL AND MECHANICAL EQUPMENT (I.E.
FURNACESv A/C UNITS, ELECTRICAL PANELS,
SANITARY SUMP PITS, DRAIN TILE SUMP, AND
NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS WATER HEATERS) ARE SUBJECT TO RELOCATION
DUE TO FIELD CONDITIONS.
ELECTRICAL DEVICES: ABOVE FINISHED FLOOR:
SWITCHES OVER COUNTER . . . . . . . .487 TO CL
WALL OUTLETS OVER COUNTER . . . . . .48. TO CIL
REMAINING SWITCHES . . . . . . . . . . 48*.TO CIL
WALL OUTLETS . . . . . . . . . . . . . . 16" 30 CL
BATH VANITY BRACKET OUTLET 1,2
(1- ABOVE TOP OF MIRROR) . . . . .W TO CL
WATER SOFTENER AND SUMP OUTLETS 48* TO CIL
TELEPHONE OUTLETS . . . . . . . . . . . t6m TO CL
TELEVISION OUTLETS . . . . . . . . . . .167 10 CL
EXERIOR GFI OUTLETS . . . . . . . . . . W.To CL
GARAGE GFI (ABOVE GARAGE FLOOR) 48' TO CL
FRONT DOOR COACH LIGHT . . . . . . . 8C TO CL
GARAGE DOOR COACH LIGHT,
(ABOVE GARAGE FLOOR) . . . . . .84' TO CL
DINING AND BREAKFAST FIXTURE . . . . 64* TO BTM
OF FIXTURE
FOYER AND STAIRWAY FIXTURE . . . . .9,6* TO BTM
OF FIXTURE
THERMOSTAT . . . . . . . . . . . . . . .547 JO CL
DOORBELL CHIMES . . . . . . . . . . . .a4* JO CL
DOORBELL BUTTON . . . . . . . . . . . .LFVEL W/
DR HANDLE
KITCHEN WALL HUNG MICROWAVE
. OUTLET . . . . . . . . . . . . . . . . . 76*.TD.CL
KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK
KITCHEN RANGE . . . . . . . . . . . . . . 2,V.TO CL
KITCHEN REFRIGERATOR . . . . . . . . .4B* TO CL
WASHER/DRYER OUTLET . . . . . . . . . AB.To a- L aw�
JOB NO.
CL = CENTER LINE
1 = FIELD VERIFY Paradise Presen�
2 = MASTER BATH STANDARD 30* HIGH
VANITY TO BE RAISED 4'
SHEET TITLE SHEE7
SECOND FLOOR ir
ELECTRICAL El
L
...........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
2 6x6 P.T. SYP#2
S1.0 2
POST T�?ICAL.
S1 .0 (4 PLACES)
----------
C)
_6
S1.0
\,z.�o
r
IF
F2.0 F .0
1r67
'\k V-O
�_o
2
SLIDING GLASS DOOR
Fq M=I- S1.0
CURB
IT SEE ARCHITECTURAL PLANS
FOR LOCATON OF SLIDING 17-
6x6 P.T. SYP#2
GLASS DOPRS. -:7
2
POST, TYPICAL.
(4 PLACES) 3 S1.0
S1.0 L CURB
SIM '77�
Li �T
roL
3 1.o)/
F2.0
----------
01 14'-6
F 2.�5�
4" CONCRETE SLAB w/
S1.0
FIBERMESH 0 1.5 LBS/CU D -T
S1.0
1 x _T 3 SIMPSON
CONCRETE OR 6x6 W W1.4 7�T I I
OF
WW IER
.0 F ON 6MIL VAPOR BAR S1.0 ANCHOR
IN PREPARED GRADE.
=_Z:_-�--------- F TG. E A.
WALL SEE
F-I
3
S1.0
L S1.0
T
------ CURB
_j
Ir
2 L
! L--- 2
0 T_ 7-,
< 2
\U 1-oj
Q, 0
5 CURB
S1.0
-"IN PLAN
FOU N D ATI 0
SCALE: 3 16" 1'-0"
1#4 CONTINUOUS, PROVIDE TYPICAL WALL FRAMING
8" x 8" BOND BEAM
AND ANCHORAGE PER
TYPICAL WALL FRAMING AND ANCHORAGE CORNER 13ARS 3' EA. SIDE
1-#5 CONT. PROVIDE CONSTRUCTION SPECS.
RNER BARS (TYPICAL) PER CONSTRUCTION SPECS. OF RECESS. (TYPICAL) TYPICAL WALL FRAMING
2-#5 CONT. AND ANCHORAGE PER
1#5 CONTINUOUS, PROVIDE 1 1,1/ -
TYPICAL WALL FRAMING LSLAB N CONSTRUCTION SPECS.
CORNER BARS (TYPICAL) AND ANCHORAGE PER
E?
VENEER IS GRAD
-ZTABLE WITHOUT MONO SLAB FOOTING AT PORCHES, CONSTRUCTION SPECS, I—A-SEE PLAN.
1-#5 CONT., PROVIDi
ASE OF FOOTING EN SPECIFIED ON PLAN. SEE
1Z CORNER BARS (TYP.)
GM DETAIL
GARAGE
SLAB ON GRADE, SEE ARCH PLAN
A TOP OF FOOTING SEE PLAN. .-STORY, w/(2)#5 CONT. 5
8*xl 6" 1
SLAB ON
GARAGE Q= DETAIL GRADE, 2-STORY, wA2)#5 CONT.
SEE PLAN.
MONO. FTG.
GRADE OR CONC. AT WALLS GREATER THEN DEPTH IS
SLAB, SEE 4'-0" HIGH, NOTIFY E.O.R.
FOR TEMPORARY BRACING
PLAN. 10
FROM LOW
Mll
BEARING AT INTERIOR
SL B
A L T FOOTING AT
E3
LAYOUT PLAN. C-41 >-11 X SHOWER PAN, SEE ARN
I BUILDERS DISCRETION, EL
STEMWALL REINFORCDAENT BRICK VENEER, PLAN. MAINTAIN 4 MIN. SLAB TH
SEE ARCH.
Cmu
REINFORCING
#4 DOWEL TO MATCH 1-STORY, w/(2)#4 CONT. 1#5 CONT.
1URSES A
\ I L SLAB ON
WALL REINFORCING. I .. , .
4
TO 6 #4 VERT. 0 48-O.C. A 2-STORY, w/(3)#4 CONT. GRA _4 FOR MONOLITHIC OPTION, SEE 2/
DE, '4
SE \N OR
TO 10 #4 VERT. 0 2 CONT. CONCRETE FOOTING 3-STORY, w/(3)#5 CONT. E PLAN.
167 7'
100 N4 FOR STEMWALL OPTION, SEE I/S
TO 12 #4 VERT. 0 8"O.C. 8.xi 600
F I-STORY, wA2)#4 CONT. 6"x8" EXTENSION FOR BRICK THICKENED EDGE
MWALLS OVER 6 COURSES TO 10"x2o. 2-STORY, LEDGE ADD 1-#5 CONT. w/ 1-#5 CONT.
/E TRUSS TYPE HORIZ. JOINT wA3)#4 OR (2)#5 CONT. -
INF. BETWEEN EVERY OTHER 12"x24" 3-STORY, wA3)#4 OR (2)#5 CONT. 6'0 DETAIL 4A
OURSE. FILL CELLS SOLID. DETAIL Q
BRICK LEDGE DETAIL
M WALL AqD F001ING FO
STE
MONOLITHIC EDGE FOOTING r4 THICKENED SLAB r5 OTNG w/ SHOWER RECESS
I J/2
2>
S1 .0
All V-0
Ll
I - C>L
T1
IT
\1 V-O
V-0
F-T-T r
ETAIL
SIMILAR AT FRONT AND REAR PORCHtS'W/O FRAME WALL ABOVE.
CONTRATOR MAY OMIT CHAIR BLOCK & FORM EDGE FO 4" SLAB. I.�-O
sli
WOOD BEAM C
LOAD PA i
SUPPORT/AJPLIFT SUMMARY INTERIOR LOACI
ALL EXTERIOR WALLS AT BRG. MEMBER INODE - i
SUPPORT UPLIFT
A E TER R W OE �OR::�
:p T
P
0 SU
LL X I
S ) L CC TRUSS A3 B Sy STEP, SEE ARI
FTHIS LEVEL ARE CONSTRUCTED . -SYP 7mw
2x4 SEE SCHEDULE BELOW
0
, Sp
OF 2x6 0 16" O.C. WALL TRUSS Cl A 2 4- :F� SEE SCHEDULE BELOW - 13RACE GA13LE 1
FIR AMIN G.(U.0.N.). THIS WALL > - NOTE 2 FOR 0
TRUSS Cl 8 hEADER SEE SCHEDULE BELOW
FRAMING COMPLIES WITH THE TRUSS D4 A f2x4-SYP SEE SCHEDULE BELOW
CONVENTIONALl
6x6 P.T. SYP#2 L/240 DEFLECTION CRITERIA TRUSSE3 A 3.2x4-SYP SEE SCHEDULE BELOW q q i
SEE BA/SZI- 8A/S2.1 , POST, TYPICAL. FOR BRITTLE FINISHES. BM#1 A 3.2x4-SYP (2)HTS20+(2)H8
SHEARWALL Sli
FOR COW!' W-1 (4 PLACES) BM#I B 2.2x6-SYP (2)HTS20 SW-# FOLLOWS SW 11
FOR CONN. BM#2 A 2.2x4-SPF (2)H8 4/S2.0 FOR Si
TIS I
I.YPI C_ _AQ BM#3 B HEADER 8H/S2.0 BUILT-UP POE!
T 0_29-5-T BM#3 C j.2x4-SYP (2)MTS1 2
TQ_y_w/9-10d EACH END
(2)MSTA24 x SPECIAL LOCA
PA I AING KEYED PLAN I�j
x1l FOR CONNECTION
5�14� SEE DETAIL 8/S2.1 LOADING QJART NOTE NODE OF BEAPI
C�q 1. THESE BEARING NODES CORRELATE NTH THE TRUSS PROFILES
P !111:1;� P Sol LOWER P Q 5_T_ Nuol-la-m AND HAVE BEEN RE-LARLED AS A,B,C,D,..., FROM LEFT TO RIGHT. PATH-UPLIFT
/9-8d TO EACH END 2. THE NODE LABELS GIVEN IN THE TRUSS ENGINEERING HAVE
(2)CS16 w BEEN DISREGARDED.
SHEATH FULL HEIGHT UPLIFT AN
FRAMING In __aLAB
OWN TO FLOOR DST TO TYPICAL SUPPORI-NOLU& DIED ROD �
D ROOF DECKING. ABU44/66 w/6-16d EA. END OR 1. SUPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE MINIMUM INSTALL 2"0 A307 THREA
BEEQRE AND MAY BE INCREASED TO CORRESPOND WITH STUD WALL SIZE CORNERS AND WALL INTERSECTIONS.
1-3/4- ROD TO FTG. AT EXTERIOR WALLS & 4!-Cr 04, A!
SELECTED.
HTT16 W/
2. ALL MULTI-PLY TRUSSES AND BEAMS, PROVIDE A BUILT-UP PARTITION WALLS AND INTERIOR BEAi
C14 POST COMPOSED OF MULTIPLE WALL STUDS EQUAL TO THE REQUIRE ANCHORS. AS AN ALTERN�l
00 NUMBER OF TRUSS OR 13EAM PLYS. (UON) CONVENTIONAL STRAPPING PER 7/S,i
xl� WALLS IN LIEU OF THE THREADED R11
8A/S2.1.
SEE
FRAME WALL UPLIFT CONNECTOR SCHEDULE
FOR CONN.
'P
2.6 OVERF
CONNECTION UPLIFT (LBS) SOLE PLATE �
RAFTERS @
__R ------ (1)H8 < 745 WALL TYPES
R��W�E �LED 3:
IN7-ffiE
---------- CON ON TO. (2)H8 < 1490
SEE- 5/S2.1 x OBL. TOP PLATE T. OR EXT. WALL)
N SW-I (IN
< 2000
(2)MTS1 2 SW-2 (INT. OR EXT. WALL)
HEADER SW-3 Q8 EXT. WALL
At
x < 2900
9B (2)HTS20
POST - INT. BRG. WALL (NON-SW)
ALL HEADERS < 4390*
ARE H6; U.O.N. --T---- (2)HTS20+(2)H8 1/2"x6" Ig (NI
ANCHORS SHALL BE
S WASHERS; DRILLED & EPDXIED.
*PROVIDE 1/2"o ROD ADJ. TO CONNECTOR
TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE 2. IF WALL SEGMENT IS CONVENTIONi
TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO ANCHORS AT 24" O.C.
8 AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING TWO
00 H18 PLY TRUSSES, PLACE STRAPS DIAGONALLY
BM#3 x STRAPS ON SINGLE
xl ACROSS DBL. TOP PLATE FROM EA. OTHER. SHEARII
c1sli
Ile) SW-1: 8d COMMON WIRE 3- O.C.
SW-1 NAILING, SHEA-!
SW-2: USE
SW-3: 8d COMM 0
ON WIRE 6 CJ
1. ALL SW SHEATHING PER CONSTI
YP#2
(3)2x6
�JACK STU THIS 2. USE 2x BLOCKING AT ALL PAN
END OF H ADER.
ALL EXTERIOR WALLS ARE SW-
4. PROVIDE DBL. STUDS EACH ENII
KING STUDS AT HEADERS MAY SEi
OR SW TO F
x 5. FASTEN ALL INTERI
SHEAR!
m
THREADEDROD
N SYMBOL
R ALL LEVELS
0 1 , ''i
x s ill =.11i
x CK STUD SW-1 o OR (2)/2 0 HTT2i
FASTEN EACH JA a
TO HEADER WITH MSTA24 SW-2 (2)5/aO HHDi
w/(9-10d EACH END) EACH SW_3 140 HTT11
(TYP-) 1. INSTALL SHEARWALL ANCHORS!
SIDE OF OPENING
2. SHEARWALL REQUIRING DOUBLEI
PLAN i
OOR FRAMI 3. FOR CONVENTIONAL STRAPPIN(�
FIRST FL
SCALE: 3/16" FRAMING (�ITHER DIRECTLY 78 FRAME W�l
1. BEAMS & HEADERS SUPPORTING ROOF I HEADER i
AN UPPER LEVEL WALL THAT SUPPORTS ROOF SYMBOL
OR THAT SUPPORT SUPPORTED BY (3)2x SPF#2 Tq MATCH WALL S2.1 (2)2x6
) SHALL BE TO POST WITH WHJ�20. FASTEN H6
FRAMING
DEPTH (U.O.N.). FASTEN BEAM RS k+AY BE (2)2x8
,/ HTT165. THESE SIMPSON FASTEVE H8
POST TO FOOTING E CONTINIJC�S DOUBLE TOP
H10 (2)2xlO i
OMITTED IF THE BEAM PASSES BELOW TH )ST. (2)2xl 2 i
0 H12
z
IS WITHIN 6" OF THE SLTPORT PC
PLATES AND A THREADED ROD H9.2
ip INNDI � uj 5 (2)9.25- L
G ON BE FLO 1� THAT z
WH EN NOT BEARIN 0 1 . 1
'ED 3DM_A5Q_YJ ND FL --SHALL 0 (2)11.88' Ii
2. ST F E AND SPECIES POST SHOWN ON THE z
THE SAME SIZ z a_ H14
IST FLOOR ALIGNED w/ THE U ER POST-, *,, (2)14 LVL
BE PLACED ON THE N THE FLOOR SYSTE FASTEN UPPER I
a_ ALL HEADERS uj H16 (2)16 LVLi
PROVIDE SOLID BLOCKING WITHI L 0 WW&EE R VEL BEAM WITH 01 >_ -
OST TO LOWER LEVEL POST 00 TO NDATION W/ ; U.0.N. El uj 7A i
LEVEL P S AND FASTEN TO FO 7A ARE �e - 1. REFER TO S0.0 .FUK MINIMV
(2)CS16 OR (2)MSTA30 STRAP W S WTH FOC-R TABLE R301.7
W LLJ
HTT16 U.O.N. ON PLAN. S2.1 I-V V) 2. USE SPF#2 OR BETTER FOFI
NATE BETWEEN Lu
3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TER U.J 3. DBL. TOP PLATES. SOLE PLi
. A OF 4/S2-0. I
TRUSSES, SEE ALT 4. ANY PLATES IN CONTAGI v
MIN. OF SPF UTILITY GRADIi
6. USE JACK AND KING STUD'
7. SPACE STUDS AT 24. D.C.!
SHEATH FULL HEIGHT
"A
ING L ALL WALLS SHALL BE
DOWN TO FLOOR FRAM 13EARING ELEVATION, U.N.O. Ci
SECOND FLO R F ING PLAN- BEEDRE ROOF DECKING. I
SHEATH FULL HEIGHT 9. HEADER CALLOUT FOLLOW11
0 FLOOR FRAMING SCALE: 3/16 ,-opt FLITCH GLUED AND NAILED w�
DOWN T (STAGGER FROM EACH SIDE.)i
BEFORE ROOF DECKING. 1. BEAMS & HEADERS SUPPORTING ROOF F IN iER DIRECTLY
OR THAT SUPPORT AN UPPER LEVEL WALL AT RTS ROOF
FRAMING) SHALL BE.SUPPORTED BY (3)2x #2 TCH WALL KEYED PLAN NOTE '
1.). FASTEN BEAM To PPST VI (2, FASTEN 1. PROVIDE (2)FULL HT KING'
DEPTH (U-O-� FAS i
ING w/ HTTI 6. THESE SIMPSO MAY BE EACH JACK STUD TO SE(WQ
POST To FOOT ASSES BELOW 'THE CONTINI, THREADED ROD IS NOT POSEl
OMITTED IF THE BEAM P j,_PUBLE TOP & 1/2"o ANCHOR BOLT TO Bi
A THREADED ROD IS WITHIN 6" OF ORT POST. FLOORS, FASTEN JACKS TO
PLATES AND
LM A WHEN NOT BEAR'N'C ON BEA'ATES THAT 2. PROVIDE MIN. (2) JACK ST!
2. '-P Q al--F&I NYC T SHOWN QN THE STUDS w/ (2)MSTA24. AT GRi
THE SAME SIZE AND SPECIES POS THE UPi)OR SHALL SPH4/6 & 1/2*0 ANCHOR B01i
ST FLOOR ALIGNED ��I ,T ELEVATED FLOORS, FASTEN Sl
BE PLACED ON THE 15 G WITHIN 'THE FLO ' S;y�s T E M.', 'UPPER i
PROVIDE SOLID BLOCKIN TO R LE PLACE AMI-EWL-MU21
LEVEL POST TO LOWER LEVEL POST QJ8 To FOUN" WITH AND FASTEN TRUSS TOP
(2)CS16 OR (2)MSTA30 STRAPS AND �ASTE W/ w/ (2)12d COMMON WIRE NI
SIMPSON H5 AT EACH END.
HTT16 U.O.N. ON PLAN. r TERMINi 4. PROVIDE SPF#2 SOLID BL(l
3. FOR ATTACHMENT OF EXTERIOR WALLS THA" 3T INTER�
qEEN TRUS AND THE FIRc
DEPTHS). INSTALL AN INFILL
TRUSSES. SEE ALT. A OF 4/S2.0. CHORD AND FASTEN THE INF
BOTH THE TOP AND BOTTOMI
INTERSECTION.
5. QffSffiLW_jQA�P�j
BETWEEN TRuSSES 0 24" O�
ANCHOR WALL To FRAMING
6. WALL EAl-ERAM1119i, PRII
END wl (2)A35 CLIPS TO S��
7. Mffb=LALLURMMI�
(2)2x4 SYP#2 KING POST Fj
agXjg_ALA BETWEEN U
UPPER WINDOW SEE 14S2.�
SYMBOL LEGEND
WOOD BEAM OR TRUSS
ALL EXTERIOR WALLS AT LOAD PATH-SUPPORT/UPLIFT SUMMARY
INTERIOR LOAD BEARING WALL
THIS LEVEL ARE CONSTRUCTED ERG. MEMBER NODE SUPPORT UPLIFT
OF 2x6 0 16" O.C. WALL TRUSS A3 B 3.2x4-SYP SEE SCHEDULE BELOW STEP, SEE ARCHITECTURAL PLANS
SEE 8A/S2.1, FRAMING,(U.O.N.). THIS WALL TRUSSC1 A 2.2x4-SPF
SEE SCHEDULE BELOW BRACE CABLE END PER 2/SO.O QfR SEE KEYED
FRAMING COMPLIES WITH THE TRUSS C1 <
FOR CONN. 6x6 P.T. SYP#2 B HEADER SEE SCHEDULE BELOW NOTE 2 FOR BALLOON FRAMING.
S SEE 8A/S2.1, POST, TYPICAL. L/240 DEFLECTION CRITERIA TRUSS D4 A 2.2x4-SYP SEE SCHEDULE BELOW
H8
FOR CONN. FOR BRITTLE FINISHES L L CONVENTIONALLY STRAPED AREA, SEE 7/S2.0
(4 PLACES) TRUSS E3 A 3.2x4-SYP SEE SCHEDULE BELOW
BM#1 A 3.2x4-SYP (2)HTS20+(2)H8
Lou Pontigo and
SHEARWALL SEGMENT. IF (ALPHA CHARACTER)
_4_2�24.2 2-xl-2---- BM#1 B 2.2x6-SYP (2)HTS20 FOLLOWS SW DESIGNATION, I.E. SW-1A SEE
Associates, In
TYPICAL PORCH FRAMING NOTES SW-# C.
BM#2 A 2.2x4-SPF (2)H8 4/S2.0 FOR SPECIFIC CONNECTION DETAIL.
496 Osceola Avenue
X BEAM TO POS BM#3 B HEADER 8H/S2.0 Jox. Beach,Flodda 32250
C14 (2)MSTA24 w/9-10d EACH END BM#3 C 2.2x4-SYP (2)MTS1 2 BUILT-UP POST WITHIN THE WALL Ph.242-0908 Fax.241-9557
V)I
\ / \ :D CA#8344
I I X
> BEAM TO WALL FRAMING
5�4 X SPECIAL LOCATION OF THREADED ROD
C1 C�j SEE DETAIL 8/S2.1 FOR CONNECTION
KEYED PLAN NOTE CONTACr US W17H YOUR COMVeM
LIS;'; D4 UPPER POST TO LOWER POST (MULTI-STORY) LOADING CHART NOTE: �JCOMMENTSOLP-A.COM
S44EATH FULL HEIGHT (2)CS16 *19-8d TO EACH END 1. THESE BEARING NODES CORRELATE WITH THE TRUSS PROFILES A NODE OF BEARING FRAMING MEMBER. SEE LOAD
------- AND HAVE BEEN RE-LABELED AS A,B,C,D,..., FROM LEFT TO RIGHT. PATH-UPLIFT SCHEDULE THIS SHEET.
2. THE NODE LABELS GIVEN IN THE TRUSS ENGINEERING HAVE
POST TO SLAB
DOWN TO FLOOR FRAMING
Q:f BEEN DISREGARDED.
C, V) V� BEFORE ROOF DECKING. I I , 0
11�1 __ - ABU44/66 w/6-16d EA. END OR UPLIFT ANCHORING SYSTEM
00
% of TYPICAL SUPPORT NOTES,
>
Cl CN HTT16 w/1-3/4" ROD TO FTG. 1. SUPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE MINIMUM INSTALL '/S*O A307 THREADED ROD ANCHORS PER DETAILS 1/S2.0 AT ALL
4 AND MAY BE INCREASED TO CORRESPOND WITH STUD WALL SIZE CORNERS AND WALL INTERSECTIONS. INSTALL w/ A MAX. SPACING OF 6'-r O.Q
X
SELECTED.
AT EX71ERIOR WALLS & 4!-W O.Q AT INTERIOR BEARING WALLS, AND INTERIOR
POST COMPOSED OF MULTIPLE WALL STUDS EQUAL TO THE REQUIRE ANCHORS. AS AN ALTERNATE THE CONTRACTOR MAY INSTALL
C11 2x6 OVERF'R-1,8 AE SEE 8A/S2.1, 2. ALL MULTI-PLY TRUSSES AND BEAMS, PROVIDEI A BUILT-UP PARTITION WALLS AND INTERIOR BEARING WALLS WITH NO ROOF UPLIFT DO NOT
RAFTERS (D F�I I 1 *1 1�
FOR CONN. NUMBER OF TRUSS OR BEAM PLYS. (LION)
r. CONVENTIONAL STRAPPING PER 7/S2.0 FOR IN TERI OR/EXTERIOR ROOF BEARING
W -0_VER MAI E LED dE__R-_- F WALLS IN LIEU OF THE THREADED ROD ANCHORING SYSTEM. J*'
L
SEE 5/S2.1 P= FRAME WALL UPLIFT CONNECTOR SCHEDULE �AtIDONLY WHEN
6x6 P.T. SYP#2 _j )P",
POST, TYPICAL. CONNECTION UPLIFT (LBS) AND RAISED SEAL
SOLE PLATE ANCHOR SCHEDULE
X
(N r r
_j
(4 PLACES) X (1)H8
ALL HEADERS c-4 U) < 745
C�j I CONNECTION WALL TYPES QTY. OF ANCHORS BETWEEN ADJ. ROD
ARE H6; U.O.N. TO,
(2)H8 ROD
< 1490 A,,c>80" >48' & <80" Rw <48"
DBL. TOP PI ATE SPACNO rREVISIONS BY
< 2000 SW-1 (INT. OR EXT. WALL) 3 2 1
(2)MTS12
�jl ---:Z==z HEADER SW-2 (INT. OR EXT. WALL) 6 4 2
9B (2)HTS20 < 2900* SW-3 QB EXT. WALL 1 1 0
--41 POST _SW)
DC INT. BRG. WALL (NON N/A N/A N/A
00
BM#3 (2)HTS20+(2)H8 < 4390*
H 8 H 8
*PROVIDE '/2"0 ROD ADJ. TO CONNECTORS 1. ANCHORS SHALL BE '/2"x6" Ig (MIN. 3/2' EMBED.) W/ V/20x'/9" PLATE
SEE 8A/S2.1, WASHERS; DRILLED & EPDXIED.
TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE
FOR CONN.
X TABLE. AT MUL71PLE STRAP CONNECTIONS, SPREAD 1 STRAPS TO 2. IF WALL SEGMENT IS CONVEN71ONALLY STRAPPED, PROVIDE SOLE PLATE
04 AVOID NAIUNG CONFLICTS THR(XJGH TRUSS. WHEN USING TWO ANCHORS AT 24" O.C.
STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY
(3)2x6 SYP#2
I t- N JACK STU THIS ACROSS DBL. TOP PLATE FROM EA. OTHER.
3: SHEARWALL SHEATHING
Ln -tlqL- END OF H; ADER. F!
M SW-1: 8d COMMON WIRE 3" D.C. EDGE & 6" O.C. FIELD
W- : U W-1 NAILING, SHEATH STUDS BOTH SIDES
SW-3: 8d COMMON WIRE 6" O.C. FIELD AND EDGE (ALL EXT. WALLS)
_�7
1. ALL SW SHEATHING PER CONSTUCTION SPECS ON S2.0
r
2. USE 2x BLOCKING AT ALL PANEL JOINT
2x6
RA�
w
Lt
77
ALL EXTERIOR WALLS ARE SW-3, LION.
BM#1 0 3::
Ln
X 4. PROVIDE DBL. STUDS EACH END OF SHEARWALL, TRIPLE STUDS AT SW-2.
C14
KING STUDS AT HEADERS MAY SERVE AS END POSTS FOR SW.
r)rolo
Uj
X X B i
K . !
5. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 4/S2.0
V)
V
GAR6GE DOOR CONNECTIO
SHEARWALL ANCHORING
FASTEN EACH JACK STUD
� >
TO HEADER WITH MSTA24
SYMBOL THREADED ROD CONVENTIONALLY STRAPPED
w/(9-10d EACH END) EACH ALL LEVELS 1ST LEVEL UPPER LEVEL
SIDE OF OPENING. (TYP.) SW-1 0 OR (2)V,0 HTT22 OR PHD6 (3)CS1 6
FIRST FLOOR FRAMING PLAN- SW-2 (2r/,0 "H001111 SEE DETAIL S/S2.0
SCALE: 3/16" = V-0" SW_3 V2 0 HTT16 OR PHD2 (2)CSI 6 LIJ
1. INSTALL SHEARWALL ANCHORS EACH END OF SHEARWALL
1. BEAMS & HEADERS SUPPORTING ROOF FRAMING EITHER DIRECTLY U)
OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS ROOF 2. SHEARWALL REQUIRING DOUBLE ROD INSTALLATION SEE DETAIL 6/S2.0
FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL 3. FOR CONVENTIONAL STRAPPING OF SW, SEE 5/S2.0.
DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN
7B <
POST TO FOOTING w HTT16. THESE SIMPSON FAS41NERS MAY BE 000
FRAME WALL AND HEADER SCHEDULE
S2.1
OMITTED IF THE BEAM PASSES BELOW THE CONTINU)OUS DOUBLE TOP
PLATES AND A THREADED ROD IS WITHIN 6" OF TikE SUPPORT POST. MAXIMUM JACK KING
M
SYMBOL HEADER
OPENING STUDS STUDS
2. 'POST FROM ABOVE WHEN NOT BEARING ON BEAM, INDICATES THAT H6 (2)2x6 4'-4" 1 1
V- r6
THE SAME SIZE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL Uj H8 (2)2x8 6'-4- 1 2 Cn
BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, 0 H10 (2)2xl 0 8#-4- 1 3
z
PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM. FASTEN UPPER
=11V H12 (2)2xl 2 10'-4" CN
LEVEL POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH z z 2 3
(2)CS16 OR (2)MSTA30 STRAPS AND FASTEN TO FOUNDATION w/ H9.25 (2)9.25" LVIL PER PLAN 2 3
OL CL
HTT16 U.O.N. ON PLAN. Ze�7_A__� 0 ALL HEADERS (A n H11.88 (2)11.88" LVIL PER PLAN 2 3
Pi I I AREFFfp; U.O.N. Uj H14 (2)14- LVL PER PLAN .3 3
3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN �S2.1� Uj
TRUSSES, SEE ALT. A OF 4/S2.0. r7_A"� H16 (2)16- LVIL PER PLAN 1 3 1 3
Uj
Uj LLJ
V) REFER TO SO.0 FOR MINIMUN EXTERIOR BEARING WALL SCHEID. IN COMPI IANCE
I Uj NAq-/1 WITH FBr-R TABLE R30I.7 H E E:T DEX
2. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, SO.O-TRUSS PLACEMENT
I DBL. TOP PLATES, SOLE PLATES AND HEADERS SHALL BE SYP#2
4. ANY PLATES IN CONTACT w/ CONCRETE OR CMU SHALL BE P.T. S1.0-FOUNDATION PLAN
SW-3
_�_SW-3
,'F S1.1-1ST & 2ND FLOOR PLAN"
MIN. OF SPF UTILITY GRADE FOR INT. NON-BRG. TOP PLATES.
6. USE JACK AND KING STUDS BASED OFF HEADER CALLOUT ON PLAN. S2.0-GENERAL SPECS.
SHEATH FULL HEIGHT SHEATH FULL HEIGHT 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. S2.1-SM. FRAMING DETAILS
DOWN TO FLOOR FRAMING SECOND FLOOR FRAMING PLAN DOWN TO FLOOR FRAMING
& ALL WALLS SHALL BE BALLOO FRAMED FULL HEIGHT TO ROOF OR FLOOR
BEFOR ROOF DECKING. SCALE: 3/16" = V-0" BEFOR ROOF DECKING. BEARING ELEVATION, U.N.O. ON PLAN
1. BEAMS & HEADERS SUPPORTING ROOF FPAMING (EITHER DIRECTLY 9. HEADER CALLOUT FOLLOWED BY 'F' DENOTES BEAM w/ '/2* CDX PLYWOOD
FLITCH GLUED AND NAILED w/ (3)ROWS OF 12d COMMON WIRE NAILS 0 6" O.C.
OR THAT SUPPORT AN UPPER LEVEL WALLITHAT SUPPORTS ROOF (STAGGER FROM EACH SIDE.)
FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL
DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN KEYED PLAN NOTES (ONLY IF REFERENCED ON PLAN)
POST TO FOOTING w/ HTT16. THESE SIMPS)N FASTENERS MAY BE
Do not scale dimensions from these
OMITTED IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP 1. PROVIDE (2)FULL HT KINGS & (1)JACK STUDS EA. SIDE OF EACH OPENING. drGAdngs.If a dimension Is unclear
PLATES AND A THREADED ROD IS WITHIN I" OF THE SUPPIORT POST. EACH JACK STUD TO SEGMENTED HEADER w/MSTA24. AT GROUND FLOOR (IF refer to the Architectural drawings or
THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE w/SPH4/6 contact the E.O.R.
2. 'POST FRDW AE�a�E' WHEN NOT BEAR!Nd ON BEAM, INDICATES THAT & '/2-0 ANCHOR BOLT TO 13E PLACED WITHIN 4" OF JACK GROUP. AT ELEVATED
THE SAME SIZE AND SPECIES POST SHOWNIf ON THE 2ND FLYOR SHALL FLOORS. FASTEN JACKS TO WALL FRAMING BELOW w/ (2)CS16.
BE PLACED ON THE 1ST FLOOR ALIGNED w/' THE UPPER POST, 2. PROVIDE MIN. (2) JACK STUDS BETWEEN OPENINGS. FASTEN CON71NUOUS HEADE UBDIVISION
PROVIDE SOLID BLOCKING WITHIN THE FLOOP SYSTEM. FASTEN UPPER STUDS w/ (2)MSTA24. AT GROUND FLOOR, FASTEN STUDS TO BOTTOM PLATE w/ S S PRESERVE
LEVEL POST TO LOWER LEVEL POST QR TOiLOWER LEVEL BEAM WITH SPH4/6 & '/2"0 ANCHOR BOLT WITHIN 4" OF sTuos (OR LTT20B DIRECTLY). AT (PARADI E
(2)CS16 OR (2)MSTA30 STRAPS AND FAS#N TO FOUNDATION w/ ELEVATED FLOORS, FASTEN STUDS TO WALL FRAMING BELOW w/ (2)CS16. LOT UNIT BLOCK
HTT16 U.O.N. ON PLAN. & PLACE GABLE END TRUS TO THE INTERIOR FACE OF BALLOON FRAMED WALL 23
AND FASTEN TRUSS TOP & BOTTOM CHORDS TO BALLOON FRAMED WALL STUDS CUSTOMER PLAN NAME
w/ (2)12d COMMON WIRE NAILS AT EA. STUD. FASTEN GABLE END TRUSS w/
3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN SIMPSON H8 AT EACH END. CONVENTIONALLY STRAP WALL U.O.N.
TRUSSES, SEE ALT. A OF 4/S2.0. DESIGN/DRAWN/CHECKE-D -,
4. PROVIDE SPF#2 SOLID BLOCKING AT 24- O.C. BETWEEN THE GABLE END ATTIC
TRUS AND THE FIRST INTERIOR TRUSS (TO MATCH TOP AND BOTTOM CHORD AOB/JWM/LAP
DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE RAKE OF THE TOP DATE
CHORD AND FASTEN THE INFILL WALL PLATES DIRECTLY TO THE BLOCKING ALONG
BOTH THE TOP AND BOTTOM CHORDS w/ (3)12d COMMON WIRE NAILS AT EACH 08.22,06
INTERSECTION.
SCALE
OVERFRAME GA LE PONY WALL OVER ROOF TRUSSES. PROVIDE 2x4 BLOCKING AS NOTED
BETWEEN TRUSSE 0 24" O.C. FASTEN BLOCKING EA. END w/SIMPSON A34 CUP.
ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0. JOB NO.
J-06-0522F
6. WALL SEAT FRAMING, PROVIDE (2)2x4 BLOCKS BETWEEN TRUSSES FASTENED EA,
END wl (2)A35 CLIPS TO SUPPORT WINDOW SEAT, SHEET
7. CONVENTIONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN PROVIDE
(2)2x4 SYP#2 KING POST FASTEN TOP AND BOT, wl (2)HTS20.
8. BOX BEA BETWEEN UPPER AND LOWER OPENINGS, & QR TRANSOM DOOR &
UPPER WINDOW SEE 14S2.1. Simi
\t;SHEET 3 OF 5
Torg s
WHERE ROD IS SPECIFIED ON
DESIGN SPtblFICATIONS: CONVENTIONALLY STRAP WHERE THREADED ROD TERMINATES PLAN ADJACENT TO GIRDER/BEAM N, THREADED ROD
CZSGN CODE. 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OCCUPANCY. RESIDENTIAL GROUP R-3 (SINGLE AND MAX. ROD SPACING IS EXCEEDED AT UPPERMOST TOP PLATE LOCATE ROD WITHIN 6" OF POST. FROM ABOVE
MULTI-FAMILY) 'L.1 NUT AND WASHER. ir,�- //
DESIGN LOADS: ACTUAL AND UNIFORM 1�1 W 4T-
-,IN /N 1, ANCHORING SYSTEM& THE THREADED ROD SHEATHING CONNECTION
DEFLECTION CRITERIA. I ANCHORING SYSTEM SHALL CONSIST OF 14"o AT-PLATE WOODBEAM
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 I A307 THREADED RODS, ORIENTED VERTICALLY OR HEADER
FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240
FLOOR LOADING POST AS I AND ATTACHED TO THE FOUNDATION AND TO
ROOF LOADING (cd=1.25) (cd-1,00) 1\4_ THE UPPERMOST PLATE. ABOVE TOP PLATE, FROM ABOVE
TOP CHORD LIVE LOAD TOP CHORD LIVE LOAD
20 psf 40 psf THREADED ROD NOTED.
TOP CHORD DEAD LOAD(ARCH SHINGLES) 7 psf TOP CHORD DEAD LOAD 10 psf TERMINATES AT PROVIDE A 3% 3"xV," THICK STEEL WASHER.
TOP CHORD DEAD LOAD(CONC. OR CLAY TILE) 20 psf BOTTOM CHORD LIVE LOAD -'INTERMEDIATE THIS SYSTEM ELIMINATES THE CONVEN71ONAL
BOTTOM CHORD LIVE LOAD 0 psf ]LEVEL SOLID STEEL COUPLER SECURE TO BEAM W/
10 psf BOTTOM CHORD DEAD LOAD 5 psf BLOCKING I STRAPPING REQUIREMENTS OF WOOD FRAMED THREADED ROD--/ /-(OPTIONAL, LOCATE AS NEEDED)
BOTTOM CHORD DEAD LOAD 5 psf WITHIN I CONSTRUCTION. (LION) (2) ROWS OF 8d COMMON SIMPSON HTT22 w/
FLOOR TRUSS ORIJOIST. I I FLOOR NAILS 0 6" O.C. NAILS TO BEAM.
WIND LOADING - ASCE 7/02 - SEE SHEET SO.0 FOR LATERAL LOADS AND COMPONENTS & CLADDING. AND 5 1 ROD INSTALLATION: AT ALL PLATE TO TOP In MIN. (14)16d SINKER
FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD (TYP) PLATE. (STAGGER NAILS Lou Pontigo and
PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL BE REDUCED IN PENETRATIONS, PROVIDE A HOLE IN THE PLATE BETWEEN ROWS. ------ Associates, Incs
'A" LARGER THAN THE DIAMETER OF THE WOODBEAM RAISED HEADER rt%7*7
ACCORDANCE w/ FBC SECTION 1605.3.1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF LIVE LOADS 4- 4- 4-- -4- - -4- THREADED ROD USED. MILE SINGLE OR HEADER
SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL I IF I I T ji ROD EMBEDMENT
TRUSS-TO-TRUSS CALCULATIONS AND CONNECTIONS (UNLESS A SPECIAL CONNECTOR DESIGN IS REQUIRED AND NOTED t I I I CONTINUOUS RODS ARE PREFERRED, COUPLERS RAISE WALL SHEATHING MONOLITHIC: 6" 496 Osceola Avenue
ON TRUSS LAYOUT) I I AT OPENINGS > 4'-2". 1 1 MAY BE USED. THE ROD SHALL BE INSTALLED \�e -STEM WALL: 12m
HEADER, I I ATTACH TOP PLATE TO I POST TO APPROXIMATELY CENTERED IN HOLE AND PLUMB. FROM BOTTOM OF ax. eac , o
RADON COMPLIANCE. BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA MERE LOCAL YPICA I I HEADER WITH LSTA12032- 1 MATCH I RODS MAY BE SLANTED FROM TRUE VERTICAL SOLE PLATE. CMU & ICF: 12" Ph.242-0908 Fox.241-9557
ORDINANCE REQUIRES COMPLIANCE WITH APPENDIX F, FBC-R 2004, FLORIDA STANDARD FOR PASSIVE RADON RESISTANT I I BENT OVER w/ (5) 10d ABOVE I BY A MAXIMUM OF 2 INCHES IN 10 FEET. THE '%--A#8344
NUT ABOVE THE UPPERMOST PLATE SHALL BE
NEW RESIDENTIAL BUILDING CONSTRUCTION." IN SUCH CASES, THE SLAB-ON-GRADE SHALL BE CAST NTH A MINIMUM I I INTO TOP PLATE AND I SECURED OVER THE -WASHER TO A SNUG-TIGHT
STRENGTH OF 300OPSI AND SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY. CONTRACTOR IS 1 (5) 10d INTO HEADER. FLOOR FRAMING t CONTACT US WITH YOUR COMMENIn
RESPONSIaLE FOR FULLY COMPLYING WITH THE STANDARD. I I CONDITION PLUS ONE-HALF TURN OF A \..,COMMENTS@LP-A.COM
fill If I STANDARD WRENCH NTH AT LEAST 3 TRREADS SECURE TO BEAM W/
I 6"MAX. FRqM I TO EXTEND ABOVE TIGHTENED NUT. SIMPSON HTT22 w/ MIN. I-
MATERIAL SPECIFICATIONS: I KING STU Ij (APPROXIMATELY 25 FT.-LBS. OF TORQUE). FOUNDATION (14)16d SINKER NAILS
CAST-4N-PLACE CONCRETE. SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS I I
EPDXY ANCHORING: ALL THREADED RODS SHALL
,STEN THREADED SOLE PLATE ANCHORS FOUNDATION NOT SHOYM TO BEAM,
FA ROD j 2x4 FRAMING: 2- MIN.
CONCRETE IN MASONRY UNITS: SHALL BE CONCRETE MASONRY UNIT IN ACCORDANCE WITH ASTM C 90 AND SHALL HAVE A PER DESIGN SPECS. PER SCHEDULE ON PLAN. BE DRILLED & EPDXY ANCHORED. PROVIDE A 2x6 FRAMING: 3" MIN. :L UA S, A P 0
MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI WHEN USING TYPE M OR S MORTAR (ASTM C 270). IN MINIMUM EDGE DISTANCE (MEASURED FROM DROPPED HEADER
ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN CENTERLINE OF ROD TO EDGE OF SLAB) OF 2- SHEATHING SPECIFICATIONS
COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. IF SW-1 IS SPECIFIED EACH SIDE OF FOR 2x4 FRAMING AND 3" IN 2x6 FRAMING. !,,SEP 0 1,2M6,
r, i**N ROD ANCHORING SYSTEM OPENING, PROVIDE FULL SHEATHING PROVIDE 6" EMBEDMENT FOR MONOLITHIC
ABOVE WINDOWS, AND NAIL WITH 8d 0 t'0'2� FULL HEIGHT ANCHOR SECTIONS /1� ROD TO BEAM CONNECTION
GMT. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE IF CONVENTIONALLY STRAP, SEE DETAIL 7/S2.0 CONCRETE AND 12' EMBEDMENT FOR STEMWALL
OF % PLACED AT AN 8" TO 11- SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS 0 3" O.C. EDGE AND FIELD, AND CMU AND ICF INSTALLATIONS. VS 2.Qj \,S2.0j ACCEPTABLE ALTERNATE
WHEN TESTED IN ACCORDANCE WITH ASTM C 1019.
REINFORCING STEEL. SHALL BE ASTM A615, GRADE 40. SYP#2 2x4 NAILER
FASTENED TO IRUSS SHEARWALLS MAY EITHER VALID ONLY WHEN
FLOOR OR ROOF USS. 00 BE RUNNING IN BOTH 6'p SIGNATURE IS IN BLUE INK
STRUCTURAL STEIEL- SHALL BE ASTM A36. ROOF ROOF BOT. CHORD wl (2) ROWS 10d 0 3* O.C. I
DIRECTIONS OR ONLY ONE MAX AND RAISED SEAL
TRUSS. FASTENE TO *FATHING I DIRECTION.
2x4 SYP#2 CATS AT 12" ATTACH SW SHEATHING TO ADJACENT WITH 10d 0 3" P, .C. 1/-0A
WELOM WIRE FAMC (WWF): SHALL BE ASTM A185. TRUSS. I TRUSS. BLOCK ALL PANEL EDGES. I
ANCHOR BOLTS AND THREADED ROOS* SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. D.C. FASTENED TO TOP 11 V4 NAILING TO MATCH SHEARWALL. FOR
ATE w/ (4)12d COMMON. MAX. BOTH ALTERNATE 8 AND C. rREVISIONS BY
WASHER& SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). r--------- FASTEN CORNER POST
----------
16* MAX.2 SHEATHING FASTENED ---------- �p---------- ---------- TOGETHER w/12d COMMON
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. FASTEN CATS EACH EN 2x SYP#2 CONT. ATTACH TO TOP PLATE w/ 0 6- D.C. (STAGGERED).
(3) 12d COMMON TOE NAILS TO TOP PLATE AND TRUSS 10d 0 3" O.C.
ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): w/ 10d 0 3" O.C. EDGE OF
SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET OR APPROVED EQUAL. 2x MAY OVERHANG TOP PLATE. SHEARWALL
EXTERIOR WALL CORNER
SIMPSON STRONG-TIE CO., PRODUCT: ACRYLJC-TIE SET OR APPROVED EQUAL. SHEARWALL OR__,/ SHEARWALL
Ij
METAL CONNECTORS. ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED, Z-MAX OR SS. I NOTE- THIS DETAIL IS ONLY FOR CORNERS
ALTERNATE A ALTERNATE 13 ALTERNATE C OF SW'S REQUIRING MULTIPLE RODS.
CONSTRUCION SPECIFICATIONS: Vj." OSB DIAPHRAGM ROOF FLOOR D CK I Od 04"0.C. SW-1. SW-2. SW-3 SW-1 AND SW-3 SW-2 Sw
ROOF ASSEMBLIE& ROOF ASSEMBLIES SHALL BE IN ACCORDANCE NTH FBC-R CHAPTER 9. FASTEN TO NAILER wl TRUSS. F THREADED ROD CONVENTIONAL CONVENTIONAL
(1) ROW 10d 0 3" O.0 FULL HT ANCHORS TOP PLATE TO WALL STUDS TOP PLATE TO ROOF TRUSSES
FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A F TEN TO TOP PLATE wl 7/16- OSB SHEARWALL NOTES: I?ST` AS
DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM (2 OWS OF 10d 0 3" O.C. BLOCKING 1. ANY ALTERNATE MAY BE USED AT ANY SW. SW-1: (1) 5/8" OR (2) '/2-0 ROD Al2 TAI 2 Y
CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL PANNEL FLOOR EXCEPT AT SW-2. AT SW-2, USE ALTERNATE D. SW-2-'(2) */S"o ROD #- UPPER TO LOWER END STUDS UPPER TO LOWER END POST MULTIPLE STUDS AT 811
CONTINUOUS FOOTINGS PROVIDE #3 0 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS SW,3: (1) 1/2"o ROD 1 6- 1-
PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT.OF #2 2x4 NAILER FASTENED 2x4 SPF FRAMING Z AT EXTERIOR WALLS THAT TERMINATE BETWEEN SW-1: (3) CS16 STRAPS HHDO11 w/ 1"o THREADED ROD END OF SHE R A 'MAX'
0 TRUSS BOT. CHORD w/ ALL AROUND ROOF TRUSSES USE ALTERNATE A. SW-3: (2) CS16 STRAPS SEE SH A WA
REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, Vc = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS (2) ROWS 10d 0 3" O.C. C- FOUNDATION ANCHOR SPECIFICATIONS.
OC - END STUDS TO FOUNDATION HHDQ11
(UNLESS OTHERWISE NOTED ON PLAN) INTERIOR 3. SEE 19/S2.1 WHEN SW IS rPECIFICALLY SW-1: HTT22 OR PHD6 STRAIGHT
Sw- SHEARWAL
L. PERPENDICULAR TO ROOF TRUS$.
2 4- SW-3: HTT16 OR PHD2
MASONRY' ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM CgOE, E GRADE N-1 HOLLOW CONCRETE \_(5) 16d NAILS
MASONRY UNITS NTH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. (TYPICAL) i
GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN ALTERNATE D ALTERNATE E
REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL SHEARWALL DOUBLE
EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH - #4 0 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND (I) SHEARWA t--5� TYP
WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY LL ATTACHMENT AT ROOF & FLOOR ICAL SHEARWALL ELEVATION WHEN 6 ROD INSTALLATION
INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR \,S2.0,/
MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16- O.C. VERTICALLY. (EVERY OTHER COURSE), AND Ik \.�O PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. T��S 2.0
VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.6, NLESS NOTED OTHERWISE LAP JOINT REINFORCING SHALL BE
A MINIMUM OF 6". IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHOULD
BE NOTIFIED. CONNEC70R M EXp. W PART ENQ EXP. EXPOSURE V (2)SIMPSON MSTA24
MULTI-STORY I ONE-STORY A SPACIING V SPACING SPACING 7 AS A STUD-TO-PLATE TYPWft HIGH UPLIFT PLIEPMIE OETAR. SCHEDULE THREADEDROD
WOOD: ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE CONNECTOR F LSTA12 32" O.C. 16" O.C. 16' 0.C. CONN. w/ (12)10d NAILS ANCHORING SYSTEM
PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE NTH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT 2nd LVL KING STUDS 8 CS16 32" O.C. 32" O.C. 16* O.C. DETAIL SIMPSON FASTENERS TO CONN. UPUFT ITHIREADED Uj
LUMBER INDICATED IN SEC11ONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF TO 1st LVL FRAMING. C SSP 32" O.C. 32" O.C. 16" 0.C. CONNECTOR TRyssAvL HEIGHT CAPACITYIROD SIZE I SIMPSON PHD5 w/ (14) SDS/."x3". '/2" PLYWOOD
HOWEVER, ACO OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED MSTA24 TO 6'-0" WIDE TO 4'-0" WIDE TO 2'-8" WIDE 8A PHD5 14-SDS Vx31' 1 V/2 4685 5/8*0 1 WHEN DOUBLE IS SPECIFIED ON PLAN SPACER BETWEEN
GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. D TOP PLATE 88 HTT16 18-16d 16* 3480 5/8'0 MINIMUM 2-PLY USE V/2" SDS SCREWS INSTEAD. MEMBERS.
(2)MSTA24 TO 12'-0- VADE TO 9'-0- WIDE TO 6'-0- WIDE j If III F I LVL OR TRUSS
GENERAL EPDXY EMBEDMENT: (SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION) EMBEDMENT OF RODS OR LTT20B TO 6'-0" WIDE TO 4'-0" WIDE TO 2'-B" WIDE 8C HTT22 32-16d SINKERS . 22" 5250 5/6*0
CONNECTOR 8 A E - 11, 1 I'll I
8D HDO8 120-SDS Vx3 1 14 8325 7/8'0
REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (UON), HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND Va 2nd WALL STUDS TO HTT16 TO 12'-0" VVIDE TO 9'-0" WDE TO 6'-0' WIDE 8E HHD011 24--SDSV���- 11445 FOR HTT22 CONNECTION, NOTCH
LARGER THAN THREADED ROD SIZE. 1 St WALL STUDS OR-\ PROVIDE rF CS16 TO 6'-0" WIDE TO 4'-0" WIDE TO 2'-S" WIDE DBL. TOP PLATE AS REO'D FOR
MING CONNECTOR SOLID (2)CS16 ITO 12'-0- WDEITO 9'-0- WIDE I TO 6'-0- WIDE 8F HHDO14 30-SDS 1/4x2l/2- 21'/,- 14700 1"o ALL NAILING TO ENGAGE HEADER, PLAN \AEW
SHEATHING SPECIMA71ONS: BLOCKING SIMPSON MSTC66
SHINGLE ROOF - 14/32" APA RATED SHEATHING, NAILED w/ 8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT BETWEEN ROOF TRUSS w/ UPLIFT CONNECTOR ON TOP OF TRUSS MINIMUM 2-PLY
GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). (5) 1 Od TO FLOORS. (2)SIMPSON MSTA24 w/ (4) CONNECTOR, PER AND DOWN OUTSIDE LVL OR (2) ROWS
TOP PLATE MINIMUM 2-PLY TRUSS OF 12d AT
TILE ROOF - 19/32- APA RATED SHEATHING, NAILED w/ 8d COMMON NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE 2 3/, 11TEN SCREWS TO LVL OR TRUSS 2* O.C. VERT.
5/."0 ROD, EA. END
ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). (5) 1 Od TO FOQ11NG AND (9) 1Odx11/2" DBL. TOP PLATE OF HEADER. PROVIDE
HEADER STUD CONNECTOR A (]V�NAJLS TO STUD. I - RR /- 1 (2) RODS IF QQUM
DOUBLE TOP PLATE TO I 'i H I 3"�II
WALL - 14/32" APA RATED SHEATHING, NAILED wl 8d COMMON WIRE 0 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 ATTACH IS SPECIFIED ON PLAN. 6"
BLOCKING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRECTION PERPENDICULAR TO HEADER,YSEE PLAN. WALL STUD. (1)HTS20
WALL STUDS. SIMPSON LTT20B FROM TRUSSAVL TO (2) SIMPSON HTS20 PROVIDE (1)MSTA24
TRIM I
SIMPSON HEI POST/BEAM TO POST. DVERHANG (AVOID NAILING FASTENED EA. JACK
FLOOR 23/32" APA RATED STURD-1-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6" O.C. EDGE & FIELD AT 16" O.C. ALTERNATE W/ /2"0 x6" Ig THREADED ROD. FOR PLACEMENT
CONNECTION EPDXY ROD. PER SCHEDULE OF STRAPS FROM OPP. SIDE) STUD TO HEADER. BUILT-UP POST LATE
PORCH '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD HEADER CONNECTOR 0 1/2" ROD- ABOVE. 5
TO JACK STUD /9*0 ROD EA.
"0 R 0 D
(OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD AT OPENINGS LESS THAN 4' 4 Ul BUILT-UP POST, SIDE OF TRUSS WHEN QQ= IS SPECIFIED ON PLAN,
/FPROV1DE DSP AND ANCHOR SEE PLAN FOR ATTACHMENT-41 PROVIDE THIS CONNECTOR ASSEMBLY --4-
OSB, w/ 8d COMMON WIRE NAILS 0 6* O.C. EDGE AND FIELD. CONNECTOR E ROUGH OPENING SEE ARCH. BOLT OR ROD ANCHOR WITHIN AT FOUNDATION - ON BOTH SIDES OF LVL/TRUSS.
HARDIPANEL SHEATHING: MERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTENED WITH 6d COMMON NAILS KING STUD TO FOUNDATION 6", UNLESS SHEARWALL ANCHOR LOW HEEL.
OR llga� GAIV, ROOFING NAII c-, 0 6" O.C. EDGES & FIELD. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING AS 11 1 11 6" IS PRESENT. CONVEN11ONALLY STRAPPED TYPICAL CONNECTION TRUSS CONNE TION HEADER CONNECTION RAISED BEAM CONNECTION
INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 48" MAX 11 11 Ivy ROD ALTERNATE DETAILS 8A.8B,8C,8D,8E.8F DETAIL 8G DETAIL 8H DETAIL-j4J
ROOF AND CEILING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT U5
CONNECTOR C SILL ATTACHMENT.
SHEATHING JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEATHING SHALL BE ATTACHED --SEE 13/S2.1 FOR
'�CON
TO BLOCKING WITH PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE SYP#2. 1st LVL WALL STUD VENTIONAL STRAPPING SCHEDULE. C.)
TO SILL PLATE WH 8 HIGH UPLIFT TRUSS OR BEAM CONNECTIONS
CURVED WALLS- SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. SHEATHED WITH 3/." COX PLYWOOD INSTALLED WITH THE T5&,,,S.2.�O Uj
STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL. FASTENING SHALL BE NTH 8d
COMMON V41RE NAILS 0 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP CLUED
AND NAILED PER SHEATHING SPECIFICATIONS. GREATER THAN 3'-6"
LSTA12 0 32" O.C.
NO PA51 REQUIRED. SIMPSON MSTA24 FLAT
MEANS AND METHODS- THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL QR BE RESPONSIBLE FOR CONSTRUCTION gR STRAP AT EA. SUPPORT LSTA12 0 32" O.C.
(2)SIMPSON MSTA24 A A SSP 0 16" 0.C. Q11
MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY STRAPS FROM GARAGE-- JACKS STUD. (TYP) DBL. TOP PLATE.
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN DOOR HEADER TO A SSP, 0 24" O.C.
ACCORDANCE NTH THE CONTRACT DOCUMENTS. CONVENTIONAL ROOF
JACK STUDS.
T FRAMING, PER TABLE V2*0 ROD, UNLESS
LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIE& THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL CEILING JOISTS PER TABLE AT RIGHT. SPEC.
SHEARWALL SPEC.
CONVENTIONAL ROOF FRAMING SCHEDULE '/2"0 ROD, UNLESS SHEARWALL
ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL BELOW w/ (8) 12d COMMON TYPICAL GARAGE REQUIRES GREATER.
ROOF RAF Irm CONCRETE 71LE UPUFTCONNECTOR 0 REQUIRES GREATER. HEADER/JACK
PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS (2) 12d TOENAILS EACH z Uj
-TO-TRUSS RAFTERS. (TYPICAL) (SYP #2) MAXIMUM SPAN MAXIMUM SPAN CQNNECTIQN GARAGE HEADER.
U THICKENED SLAB
SIDE OF RAFTER. I
FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED WIRE NAILS EA. END INTO UPLIFT CONNECTOR AND ASPHALT SHINGLE GARAGE HEA
CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM, 024* O.C. 016* O.C. 024" O.C. 016* O.C. DBL. TOP PLATE PRE-ENG TRUSS FAT GARAGE.
2 x 6 9'-6- 11'-6" 8'-6- 9'-9- (1) H3 OR 4-12d TOr NAIL (1) A35 DR 4-12d TOE NAIL
1-0. 1 1 -:Z
BRICK LINTEL SCHEDULE AND FASTENING SCHEDULE FOR WOOD MEMBERS 2 x 8 13'-0* is ADD SIMPSON PA51 STRAP WEN (1)%" ROD A Uj
11'-6" 131-0 (2) H3 DR 8-12d TOE NAIL (2) A35 OR 8-12d TOE NAIL T SIMPSON PA51 STRAP
A AGE WING CENTER OF WALL
MISC. BRICK SPECIFICATIONS (U.O.N. ON PLAN) 2 x 10 16*-6* 19'-0* 13'-9- 17'-0" WALL < 3'-6"
(1) MTS12 (2) A35
SEGMENT
EMBEDDED IN CONC. FILLED
COILING JOIST 2 x 12 19'-0* 23*-0* 16'-3" 1 g'-9" (2) MTS12 (2) A35 STEM WALL. FASTEN TO KINGS
LINTEL MIN. MAX. MEMBERS CONNECTION CONNECTION FRAMING SCHEDULE (3)2x STUD CORNER-\ w/ (18) 16d NAILS.
DIMENSION BRG. SPAN TYPE NOTE: 4L, 0
33
L Wo XV/s XV4 4 IN, 6 FT. JOI .. TYPICAL GARAGE WING-WALL > Y-6
JOIST TO SILL 01 GIRDER TOE NAIL 2-16d ST MAXIMUM SPAN 1. USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF P.T. SOLE PLATE-, /4" TO 5 44
L4x3l/2%1/4 6 IN. 8 FT, BRIDGING TO JOIST TOE NAIL 2-8d E.E. (SYP #2) -i�o.c. 016" O.C. TRUSSES. 0 j
0 2 x 6 111-9. 12'-S" ALTERNATE RETROFIT FOR PA51 STRAPS
L5x3V2 XV4 6 IN. 10 FT. SOLE PLATE TO JOIST/BLOCKING FACE NAIL 16d* 16" O.C. 7- AT CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD (2) MSTAM24 FLAT STRAPS EACH SIDE SIMPSON PA51 STRAP
L 6 x V/2-xV, 6 IN. 12 FT. TOP OR SOLE PLATE TO STUD FACE NAIL 2-16d 2 x 8 151-0* 17'-0" DETAIL 5/S2.1 FOR ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. OF STEMWALL TO JACK STUDS. FASTEN EMBEDDED IN GARAGE
L7x3 2 x 10 19'-Ol 21'-6" /Tf TO STEMWALL w/ (5) 3/16" TITAN THICKENED SLABEDGE. THICKENED SLAB' THICKENED SLAB
1/2"X 1/4 6 IN. 16 FT. STUD TO SOLE PLATE TOE NAIL 3-16d 2 x 12 23'-3" 3. WHEN USING TWO H3 CLIPS ON 11/2" WIDE LUMBER, PLACE CLIPS DIAGONALLY ACROSS MASONRY SCREWS AND TO STUDS w/ FASTEN TO KINGS W/ EDGE 0 GARAGE EDGE 0 GARAGE
1. STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE DOUBLE STUDS FACE NAIL 16dO 12" O.C. 26'-3" DBL. TOP PLATE FROM EA. OTHER. (18) 16d NAILS. OPENING. OPENING.
CORROSION RESISTANT COATING OF EPDXY BASED PAINT. ATTIC DESIGN CRITERIA: 16" MIN. EMBED.
TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d 10 PSF DL, 15 PSF LL OF PA51 IN CONC. (9) 10d COMMON WIRE NAILS. WHEN USE DETAIL ONLY IF
16dO 16* O.C. 4. MEN USING TWO A35 CLIPS ON 1'/2* WIDE LUMBER, STAGGER CLIPS VERTICALLY TO FILLED STEMWALL. '/2"0 ROD, UNLESS THICKENED SLAB 0 SPECIFIED ON PLAN
2. LINTEL MORE THAN 8'. SHOULD BE LATERALLY CONT. HEADER, TWO PIECES FACE NAIL PROVIDE SOLID BRIDGING AT THICKENED SLAB GARAGE. ALTERNATE RETROFIT FOR PA51 STRAPS
eo. EDGE MAXIMUM SPACING OF 8" O.C. AVOID NAILING INTERFERENCE. RAFTERS SHALL BE STRAPPED TO NEAREST MAIN ROOF j L SHEARWALL SPEC.j
SUPPORTED NOT TO EXCEED 6 FT. O.C. w/1-VX3" WD. CEILING JOIST TO PLATE TOE NAIL 2-16d AND AT JOIST BEARING ENDS RAFTER. AT GARAGE. REQUIRES GREATER. (2) MSTAM24 FLAT STRAPS EACH SIDE OF STEMWALL TO JACK STUDS.
SCREWS INTO HEADER PROMDE A '/2" VERT. SLOTTED CONT. HEADER TO STUD TOE NAIL 3-115d NOT NAILED TO ROOF RAFTERS. GARAGE WING-WALL < 3'-6* ALT. A FASTEN TO STEMWALL w/ (5) 3/16" TITAN MASONRY SCREWS AND
HOLE FOR SCREW. CEILING JOIST TO ROOF RAFTER FACE NAIL 8-12d TO STUDS w/ (9) 10d COMMON WIRE NAILS. DATE
3. BRICK VENEER SIDING: HORIZONTAL TIES 0 24" O.C., RAFTER PLATE TOE NAIL 4-16d 1%
VERT, TIES 0 16" D.C.. PROVIDE 3/,,"0 WEEP HOLES kU*.T-UP CORNER STUDS FACE NAIL 16dO 12" O.C. WHEN 9 CONVEN11ONAL ROOF SECT10N & SCHEDULE /77\ GARAGE WNG WALL ELEVA11ON /7i-\ GARAGE CENTER WALL ELEV. 08.08.06
0 33" O.C. IMMEDIATELY ABOVE FLASHING. DOUBLE TOP PLATE FACE NAIL 1�2" ROWS OF 0.13lxY rN�S�2.O STEMWALL SHOWN. MONOLITHIC SLAB FOOTING SIMILAR. GARAGE 1IMNG-WALL < .3*-6" ALT, 13 VS2.0/ STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. DESIGN/DRAWN
2" O,C. STAGGERED \Z1001) LAP/MRG
CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE C"ECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CHECKED
A35 12-8&11/2" FL474.4 HTS20 24-1OdxI`/2* EA. END FL538.9 MSTC40 26-16d EA. END FL1901.64 PHD5 14-SDS/4x3m TO TRUSS/BEAM FL503.26 HDOS 20-SDS'/,x3* TO 7RUSS/BEAM FL1463.25 NWS282 36-16d TO BRG. MEMBER FL474.139 CC44 2-%'0 BOLTS TO BEAM FL5805.4 LTT208 10-16d TO STUD/BEAM/POST FL474.264 SP2 6-10d TO STUD rL474.383 SSP 4-110dTO STUD FL1423.21 LAP
PRODUCT LTP4 12-8dx1'/," FL474,258 MSTA24 9-10d EA. END FLI901.57 MSTC66 38-16d EA. END FL1901.67 ROD TO FTG. 1-7/g*0 ROD TO FTG. 12-16d TO ORG. MEMBER 2-Me"O BOLTS M POST 1-f/2"o ROD TO FTG. 6-IOdT1D TO TOP PLATE 1-10d TO TO TOP PLATE SHEET
APP�OVAL H2.5A 5-8d EA. END FL503.5 MSTA36 13-10d EA. END FLI901.59 22-10d TO TRUSS 18-16d TO TRUSS/BEAM 6-10d TO HEADER 14-16d TO HEADER 4-%*o BOLTS To BEAM AT SIMPSON ACRYUC TIE FL2304.1 SP4 6-10dxl.5* TO STUD FL474.386 4-10d TO STUD
(m --- H3 4-8d EA. END FL474,116 MSTAM24 9-10d EA. END FL1901.61 MGT I-'/I** ROD TO FTG. FL1423.15 HTT16 1-`/2*0 ROD TO FTC, FL503.20 LUS28 4-10d TO MST FL474.284 HU410 5-16d TO JOIST FL5808.64 CC55 2-%*o BOLTS M POST FL5805.10 CS20 9-8d TO MEMBER EA. END_ FL1901.6 SPH4 IO-IOdx1.5* TO STUD FLW8.34 DSP 1-10d TO TO TOP PLATE FL1423.1
CONNEL; lu H8 5-10dxl.5' EA. END FLI 423.7 5-'/.*x2-`/" TITENS HHDOI I 24-SDS/4x3- TO TRUSS/131EAM 32-16d TO TRUSS/BEAM 14-16d TO HEADER ABU44 %'o ROD w/ 12-16d FL474.21 PA51 9-16d (EMBED ANCHOR) FL474.335 6-10d TO STUD SPH6 10-10dxl.5' TO STUD FL538.35 S200
FASTENERS - FL1901.4 HTT22 FL503.21 HUS25 FL474.192 Spi FL474.384
MTSI 2 7-10dxl'/2- EA. END FL474.325 MSTC28 18-16d EA. END FL1901.63 1-1*0 ROD TO FTG. 1-6/5*0 ROD TO FTC. 6-16d TO JOIST ABU66 ROD W/ 12-16d FL1725.1 'SET SIMPSON EPDXY-TIE FL402.3 4-10d TO TO TOP PLATE
LSTA12 10-10d FL1901.30
0
VD
E
Nt, w
P 'w
,E
TRI 17i
2 X SYPA
To Top
w lod
2�MAY
r
DT A LL
E LL
A. A01116
VArA�
.. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
ROOF SHEATHING a. (4) 16d EA. SIDE-T,,..
PRE-ENGINEERED WOOD FASTEN ROOF TRUSS AT EDGE
ROOF TRUSSES. OF HIGH SIDE OF WALL NTH WALL STUDS WALL STUDS 8d COMMON NAILS
UPLIFT CONNECTOR UPLIFT CONN. LONG ENOUGH 2x SYP.#2 DBL. TOP PLATE.
TO ENGAGE STUDS. FASTEN TOGETHER w/ (2) ROWS AT 16" O.C. AT 16" O.C. AT 3- O.C.(TYP) 202 SYP#2 LEDGER, FASTEN TO
OF .13lx3* 0 12" O.C. STAGGERED 4*-0" MIN.
2x SPF BLOCKING SHEATHING MAY 6" MAX. 6" MAX. ROOF FRAMING BELOW w/ (4)12d
RIPPED TO FIT TERMINATE AT ROOF SHEATHING NAILS AT EACH RAFTER.
WITH GAP SHOWN TOP OF DBL. TOP
E f OVERFRAME RAFTERS, SEE PLAN.
DRYWALL CDLING AND PLATE.
AT PART. ENCLOSED INSTALL ADDITIONAL
BUILDINGS, BOTTOM THREADED ROD ROOF TRuSS ROOF TRUSS J
CHORD BRACING PER HEEL < V-0" ii I SYP#2 LEDGER ATTACH]---I--L DBL. SYP#2 LEDGER Li,_i
TRUSS ENGINEERING. -- ---------- SIMPSON H2.5 w/ (10)8d COMMON
------ TO EACH STUD, PER ATTACH TO EACH STUD, NAILS FROM RAFTER TO LEDGER
CONVENTIONAL STRAPING SEE LEFT -1------- UPPER PLATE BREAK SCHEDULE BELOW PER SCHEDULE BELOW. 2x4 SPF#2 AND LEDGER TO ROOF MEMBER. Lou POntigo and
-THREADED ROD S Q& FOR INFO. A-SINGLE LEDGER B-DOUBLE LEDGER BLOCKING
YSTEM NOT SHOWN A '/�"O THREADED ROD ANCHOR BOLT. VERTICAL VERTICAL ALT, TO BOTH H2.5 ABOVE Associates, Inc*
PRODIDE MTS12 OR CS16 DIRECTLY
iv,- PLATE WASHER OR FULL REACTION LEDGER SIZE & NAILING REACTION LEDGER SIZE & NAILIN ROOF MEMBER. BETWEEN OVER-FRAMING RAFTER 496 Osceola Avenue
TYPICAL CONNECTION FASTEN (2)MSTA36 AT INSIDE HEIGHT THREADED ROD ANCHOR 0-775 2x6 w/(5) 0.1310" 1850-2345 2x8 w/ (6) '/,"OW SDS SCREWS AND ROOF MEMBER.
A 776-1250 2x8 w/(8) 0.131 x3" Jax. Beach, Flodda 32250
FACE OF SHEARWALL OR BEND- IF HIGH SIDE OF WALL IS INDICATED - 1. 2346-3125 2x12 w/ (8) V."0x6" SDS SCREWS
XTEND SHEATHING VERT. AROUND ENDS AT NON-SHEARWALL. -AS A SHEARWALL, INSTALL DBL. 2x PT. SYP#2_f 1 1251-1540 2x1O wA10) 0.1310" Ph.242-0908 Fox.241-9557
0 TOP OF TRUSS AS SHOWN. BLOCKING IN FIRST (2) STUDS SPACES SILL PLATE 1540-1850 2x1 2 w/(l 2) 0.131 x3* PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT CA#8344
PROVIDE 2x4 BLOCKING MAX. MIN. BUTT JOINT LEDGER A NOTESP WHERE A LEDGER IS INDICATED ITO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. CONTACT US AT:
AT HORIZONTAL JOINTS. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION,
HEEL > 1$-on THE LEDGER IS BEING USED TO ATTACH THE ADJACENT \-COMMENTSOLP-A.COM 00
SOLE PLATE BREAK ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES.
t**7� ROOF TRUSS CONNECTION PLATE HEIGHT CHANGE /`3� PLATE BREAK DETAJL VMEN 4 LEDGER CONNEC71ONS DECK LEDGER AT OVERFRAME RAFTERS
\S2.1,/ 0 S2.1 USE THIS DETAIL TO FASTEN OVERFRAMEDROOFS, VALLEYS, ETC.
I .!�!�S2.1 TRUSS TO LEDGER CONNECTION BY TRUSS
ENGINEER. NOT SHOWN FOR CLARITY
qQjL IF SHEARWALL 1S SPECIFIED DBL. TOP PORCH HEADER, 2x6 SYP#2 BLOCKING BETWEEN
ON PLAN AT THIS CONDITION, EXTEND PLATE SEE PLAN. 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP (OEF(A I
SHEATHING FULL HEIGHT DOWN TO FASTENED TOTOP PLATE w/ 10d 0 4" O.C.
I
(2) 2x HEADER (2) 2x HEADER FLOOR FRAMING AND FASTEN DECK SHEATHING WALL ABOVE ADJ. PLATE w/ 10d 0 3" O.C. CONVENTIONAL CONVENTIONAL JI'L 4""o J
LEDGER OVER WALL SHEATHI NG. ROOF UP TO HIGH TOP PLATE. BLOCKING ABOVE STRAPPING IF
------- DBL. TOP HEADER TO UNDERSIDE THREADED ROD THREADED ROD
OF TOP PLATE.
BRACING 0 24" O.0 BETWEEN IS NOT USED. -IS NOT USED.
STRAPPING IF
2x SPF DIAGONAL 2x4 SYP#2 DIA. & HORIZ.
BLOCKING FASTENED PLATE 1� - VAUD ONLY WHEN
OUTER WALL & FIRST INTERIOR SIGNATURE IS IN BLUE I
w/ (3) 0.131"xY SHEATHING MAY EXTEND DROPPED PORCH T TRUSS. TOE NAIL EACH END NK
11 HEADER, SEE PLAN. �1, AND RAISED SEAL
EA. END TYPICAL. 2" PAST BLOCKING-WINDOW (2)2x4 BELOW. F w/4-12d NAILS (TYP)
k ----
7SHEATHING, PER SHEATHING,
INTO 2x MATERIAL. 2x SPF DIAGONAL WIRE NAILS PER
ATTACHMENTS MUST ANNOR WALL.,'SHEATHING 8d COMMON\ OPTION A
SIMPSON A35 CLIP BLOCKING FASTENED TO BLOCKING NOTE BELOW. NOTE BELOW.
11 w/ (3) 0.131"x3" 0 3" O.C. CONT. RIBBON REVISIONS BY
TYPICAL BOTH E I NDS Y EA. END TYPICAL. 81
L d 3" WIRE 2x4 BLOCKING BETWEEN EACH HEADER & SUPPORT BOARD (TYP)
HEAD PLATES AND TO LE O.0 DBL. TOP PORCH HEADER,
F_ t TRUSS. ATTACH AT EACH WALL PLATE] POST. PER PLAN. FLOOR TRUSSES
FASTENERS. PER 13/S2.1. 4r3 --- L STUD w/ (3)16 NAILS AT EACH SEE PLAN. MIN. (2)2x4 BELOW. OR JOIST.
(2)2x MIN, < 4'-2" IF MORE 2K -_ _. I I E I
THAN 4'-2" SEE 13/S2.1 *FRAMING INTERSECTION. (MIN. I . I T T , j
ROOF TRUSS (6)16d BETWEEN EACH TRUSS) I FLOORTRUSSES
CEILING LINE OR JOIST.
ROUGH OPENING. ROUGH OPENING. OR JOIST STUD WALL FRAMING OPTION C T T
11-idi SEE ARCH. SEE ARCH. \/-w/ 2x SOLID BLOCKING PARALLEL PERPENDICULAR HEADER
AT SHEATHING EDGE
CONTINUOU 6 SYP 2_/ TO WALL TO WALL END WALL FRAMING WALL FRAMING
ARCHED TRANSOM ARCHED WINDOW LEDGER FA w/ (5) PERPENDICULAR TRUSS SIMPSON HUSC28-2 HANGER
0.131 x3�" STUD. __q_ w/ (6)16d TO HEADER AND PORCH SHEATHING&
NOTE: TRIM WALL SHEATHING TO MATCH p LEL TRUSS DETAIL B (6)16d TO WALL FRAMING. '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD PERPENDICULAR PARALLEL
�RADIUS WINDOW FRAME BY ± 1/2" oPTION B '/4* (OR GRATER) CDX PLYWOOD. w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD
7/,G" OSB, w/8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD
t`�6RADIU,S WINDOW FRAMING VmIEN WALL ADJ. TO ROOF CONNECTION /`8� PORCH BEAM CONNECTIONS rg--N PORCH TRUSS CONNECT10N rio-'-\ FLOOR TRUSS AT WALL FRAMING
k,za.�1 0 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF OPTION A OR C MAY BE USED IN LIEU OF %,S2.1,/
AND WALL SHEATHING AND STUD FRAMING. OPTION B AT CONTRACTORS DISCRETION
2x8 SYP#2 §6- MAX
RIDGE BEAM (1) SIMPSON A34 'A WINDOW HEAD/SILL SCHEDULE
CLIP EA. RAFTER.
ROUGH MIN. HEAD OR MINIMUM
OPENING SILL PLATES FASTEINIER E.E. STRAPPING NOTES: DET 2x SPF RIPPED TO FIT
2x6 SYP#2 AT 24" O.C. 4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS A. FASTENERS REO'D EA. END, PER A SHEATHING CONT.
4 6'-4" (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS U H8 (T WINDOW HEAD/SILL SCHEDULE SHOWN LEFT. U H8 (TYP) k LTP4 MAY BE OMITTED ARCH. DEPTH R.EO'D. AT GIRT/VERT
-4 _(1 I Uj JOINT.
8'-4" 1 (3)2x4 SYP #2 )A34 + (6)12d TOE NAILS S. CONNECTOR REQ`D PER CONVENTIONAL IF JACK IS INSTALLED W
(4)16d TOE NAILS (6)12d COMMON AT EA. PORCH FRAMING, SEE PLAN 4 12'-0" 1 (3)2x6 SYP #2 (2)A35 + (6)12d TOE NAILS R60 STRAPPING SCHEDULE, SEE 7/S2.0 0 UNDER BOX BEAM. V)
EACH RAFTER TO END OF CEILING JOIST ROUGH OPENING -ROUGH OPENING F=
TOP PLATE TO ROOF RAFTER (TYP) U,3� WATER PROOFING, SEE ARCH SEE DETAIL 14/S2.1 FOR BOX GIRTS REOUIRED BETWEEN SEE ARCH. C. AT OPENINGS > 4'-2", ATTACH TOP SEE ARCH.
FLOOR D Uj 0 WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. I I i N LTP4* ON INSIDE FACE w/ (6) 12d
V)of PLATE TO HEADER w/ LSTA12 AT 32" D.C. OPTION A
FLOOR DECK BENT OVER w/ (5) 10d INTO TOP PLATE TOE NAILS TOP AND BOTTOM 2x6 OR 2x8 T&B
2x6 SYP#2 CEILING JOIST w/ SLOPE- LOWERED HEADER AND (5) 10d INTO HEADER LOWERED HEADER i (2)A35 AND TO MATCH WALL
(8)12d NAILS EACH END, CONT, 2x RIM BOARD THREADED ROD CONVENTIONALLY STRAPPED (6) 12d TOE NAILS THICKNESS w/
(1) SIMPSON H3 FLOOR TRUSS OR .'OIS (TYPICAL) -4- PER SCHEDULE 6" MAX rOP AND BOTTOM 12d 0 8" O.C.
I A SHOWN ABOVE 2x SPF RIPPED TO (TYP)
CLIP EA. JOIST. SIMPSON H3 CLIP T
ROUGH OPENING ARCH. DEPTH REOZ.
2x12 SYP#2 LEDGER T. w/ EA. RAFTER C SHEATHING CONT.
HEADER 4<
(7)12d COMMON WIRE LS AT OR BEAM SHEATHING cr AT GIRT/VERT
(3)
ANCHOR WALLS TO FRAMING w/ SIMPSON MTS30 16* O.C. AND S WxY SIMPSON LUS28 JOIST HANGER < JOINT.
AT 32" O,C. WHEN OVERFRAMING FALSE DORMER WOOD SCREWS ROWS 2"O.C. ROD Ld
OVER ROOF TRUSSES PROVIDE 2x4 BLOCKING _W/ (6)10d TO HEADER AND (4)10d j! _1ROUGH OPENING OUGH OPENING V)
BETWEEN TRUSSES 0 16" O.C. FASTEN BLOCKING TO JOIST. f FOUNDATION, SEE PLAN SEEARCH.
EACH END w/ SIMPSON I A34, LSOLE PLATE CONNECTION, SEEARCH. HEADER, PER PLAN-�'19
PER SCHEDULE ON PLAN. PER SCHEDULE j
SHOWN LEFT RAISED HEADER PER SCHEDULE _2 OPTION B
SHOWN LEFT RAISED HEADER
6j�E�N� DORMER ROOF FRAMING THREADED ROD CONVENTIONALLY STRAPPED
Z!,�P�S2.I 6j�ei�TYPICAL PORCH FRAMING rl"3**'N HEADER STRAPPING & WINDOW HEAD/SILL FRAMING Am*-�Ew14 BOX BEAM CONNECTION
S�2.1 WIDTH OF MEMBERS TO MATCH WIDTH OF WALL FRAMING
PROVIDE MIN. (2)12d TOE NAILS EACH END OF ALL CRIPPLE STUDS
2 PLY 3 PLY 2x6 SYP#2 RIPPED TO
2x4 SYP#2 DBL. TOP PLATE BEAM. BEAM. 4/," DEEP EACH SIDE
ff><i
9 ><j 2x8 SYP#2 EACH SIDE
2x4 SPF#2 STUDS -4SHEATHING, PER SW-1 UL.
AT 16" O.C. (TYP) SPECIFICATIONS. it 4. 1A PROVIDE ABU88 HOLD
FASTEN (2)2x4 EXT. STUDS TO DOWN AT BA rw)
2x4 SYP#2 SCAB V HEADER BELOW w/ SIMPSON
BELOW BOTTOM I_ (2)CS20 STRAPS (9)8d NAILS-\ 1c,4 (2) ROWS 12d COMMON (3) ROWS 12d COMMON
PLATE FACE-NAIL TO-, 1=11 - - 4" O.C. VERT. STAGGER
RATED SHEATHING TO T Nor AT 4n" (2) PLY BEAM
TRUSS TOP CHORD EACH END. (TYP. EA. END) WIRE A. 12" O.C, EA. SIDE. EA. SIDE. 2x 10 QR 2x12.
w/1 2d NAILS 0 3" RUN CONTINUOUSLY TO of C14 C14 04 w/ NAILING FROM OPP. SIDE
INSIDE FACE OF CHIMNEY LI /�� & 0-
v ----------- MULTI-PLY LVIL NAILING PATTERN %\ (1) ROW OF 10d (3) ROW OF 10d N j!-- TWO STORY BUILT-UP COLUMN
O.C. (TYP EA, SIDE) FRAMING. (TYP) FASTEN (2)2x4 EXT. STUDS TO I _NAILS 0 6* O.C. (1) ROW OF 10d NAILS 0 8" O.C. rol)
- ---------------- ------- HEADER BELOW w/ SIMPSON STAGGERED \-NAILS 0 4" O.C. STAGGERED (2) ROWS 16d
I STAGGERED COMMON WIRE PORCH BEAM SUPPORTPOST
(2)CS20 STRAPS (9)8d NAILS (3) ROWS %"0 HEX 0 12" O.C. IF 4x4 IS SPECIFIED ON PLAN,
ROOF TRUSS EACH END. (TYP. EA. END)� FASTEN MULTI-PLY HEAD THRIJ BOLTS w/ V2" CDX PLYWOOD EA. SIDE. MIN. (2)2x4 PT SYP #2 24* MAX. USE (2)2x4 SPF#2 SUPPORT.
HEX NUTS & WASHERS 12' MIN.
STUD, PER 17/S2.0.1 J_41j_ -ii'l,-L -j-4-L FLITCH. FASTEN w/-
(BOTH ENDS)TYP. AT 24" D.C. CONSTRUCTION IF 6x6 IS SPECIFIED ON PLAN,
I z&1 2x6 W ADHESIVE & NAILED. RATED WALL SHEATHING W/ USE (3)2x4 SPF#2 SUPPORT.
MAIN HOUSE NAILING PAT-TERN NAILING PATTERN NAILING PATTERN 8d 0 6' D.C. EDGE & FIELD.
ELEVATION (2)2x4 SYP#2 BLOCKING EXTERIOR WALL. PARALLAM PSL BEAM, SEE-/ ATTACH PORCH BEAM TO
BELOW PLATE TOE-NAIL TO PLAN FOR III OF PLIES. NOTESP SYP#2 PT SOLE PLATE SUPPORT POST wl (2)HTS20.
\-TRUSS TOP CHORD wA4) (2)2x6 HDR. AT 1. TYP. CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. WOOD FLITCH BEAM ATTACH SUPOPRT POST TO
12d NAILS EACH END (TYP ELEV. OF TOP DENOTED AS H10F QR H12F.
EA, SIDE) PLATE. FASTEN TO PARALLAM 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS WATER PROOFING AT FOUNDATION NTH HTT16
iv SHEATHINGJ STUDS w/Sfl�IkON_ BEAM SPLICE LOWER PORTION OF ER BOX COLUMN w/ 5/."04" Ig EPDXY ROD. U.O.N.
PER SW-1 HUC26-2 HANGER BOX COLUMN BY BUILD MAY BE USED IN LIEU OF 4x4 OR 6x6.
(TYP. EACH END) IF PT MATERIAL IS USED.
ATTACHMENT OF MUL11-PLY MEMBERS
/'7"N BUILT-UP COLUMNS
%,S2.lj
---A-T kS2.lJ ACCEPTABI E ALTERNATE
OVERLAP SIDE RATED ROOF X-BRACE
(2)2x4 ZITP-#Z ULUUKING WALL TOP PLATE C-\ SHEATHING. DIAGONAL '/,"o RODS 0 48" D.C. MIN. OF 0 THREADED ROD wl 30 PROVIDE NOTCHED AND FITTED (2)2x8 SYP#2 w/
2x4 SYP#2 SCAB BELOW BELOW PLATE TOE-NAIL TO S SHOWN (TYP-) PERP. TWO ON EA. FACE OF GLASS WASHER TOP & V/2*0 WASHER PLYWOOD OR OSB SPACER TO SUPPORT HANGING
Borrow KAIT FACLE-NAIL TRUSS TOP CHORD wAo) !1[ -A-*-. X TRUSS 2x4 HORIZ. AND MIN. (1) WITHIN 8- OF MITER. SOT. RECESSED IN LOWER PLATLE7. -WALL 0 48" O.C. MAX. ALIGN WITH HANGING
TO TRUSS TOP CHORD w/ 12d NAILS EACH END (TYP 3-16d BOT. MEMBER WALL WHEN TRUSS PERPENDICULAR TO WALL,
12d NAILS 0 3- O.C. (TYP EA. SIDE) 0 EA. A-A, CHORD.
EA. SIDE) VERT.
ROOF TRUSS 30 PLATE
::3- STANDARD STUD OR JOIST. w/ WASHER.
CORNER POST,
2x4 SYP#2 STUDS 2x4 BLOCKING SEE SECTION C
AT 16- O.C. (TYP) PLAN A (2)2x8 SYP#2
SIMPSON LTFS4 2-SIMPSON MSTA24
4-16d w/ 12" O.C. (2)H3 EA END w/ SPACER. STRAP TIE BENT AT USE DETAIL ONLY I
SIMPSON HTT22, SHEARWALL Q& 1/2" ROD w/22-10d SPECIFIED ON PLA�
(TYP.) MITER GLASS CORNERS
U.O.N. A HEAD FRAMING. 12d COMMON NAILS. USE
><A 1-SIMPSON 16*MAX 8 0 1 V/4" FRAM NG
N, DETAIL A A35 TOP AND I/
1� BOTTOM w/ L 8" MAX. TO 6 0 7/4" FRAM2:_/ 90- Q& 45- Q& 22.5-
PLAN A. PROVIDE 2x4 SYP#2 UPRIGHT FROM TOP TO 1st ROD. 4 0 W/2" AND CORNER OF'
ELEVATION p ... Al All IN BOT. CHORD OF TRUSS AT EA. X-BRACE IF (12) Sdxli/,' WALL H A IN GLASS DATE
VERTICAL IS NOT PRESENT) 3/2" FRAMING, AND WALL. NAIL CORNER w/ 08-08.06
// I MITERED 90- Q& 45- Q& 22.5- SEE SECTION C FOR 12d IN EACH PLY
SHEARWALL Q& B. 2x4 SYP#2 HORIZ. MEMBER wl 16d04" O.C. I GLASS CORNER OF GLASS GYP. STRAPPING REQUIRED. USE 9 0 11'/," DESIGN/DRAWN
TOP OF ROOF ATTACHMENT SIDE OF BUILDING ATTACHMENT MITER GLASS TO BLOCK BELOW. MEMBER LENGTH SHALL BE AND WALL MITERED GLASS, DESIGN & (3)2x SYP#2 FLAT WISE HEADER FRAMING, 7 0 7/4* LAP/MkG
HEAD FRAMING. AT LEAST 8' BUT NO LESS THAN THE LENGTH ATTACHMENT BY OTHER. PLATES. LAP INTERSECTING PLATES. FRAMING, 5 0 W/2" ' CHECKED
OF THE SHEARWALL. ELEVATION SEE 17/S2.1 FOR NAILING OF BUILT J_t_� AND 3/," FRAMING. LAP
C. 2x4 BLOCKING BETWEEN TRUSSES ALONG (3)2x SYP#2 COLUMN, SEE 17/S2.1 FOR NAILING OF BUILT UP UP MEMBERS. SHEET
MEMBERS. AT BASE PROVIDE LTT20B CONNECTOR OR ALTERNATE SECTION AT HEAD
TOP AND BOT. CHORD, w/ (4) 12d TOE NAILS (�A SECTION AT CORNER
EA. END (TYP) PER LEGEND ON THIS SHEET ALSO PROVIDE THIS CONNECTOR AT \E_�/ 0
CHIMNEY FRAMING WHEN 19 LATERAL TRUSS X-BRACING CORNER POST OF KNEE WALL AT MITER. WHEN 20 MITERED GLASS OPENING FRAMING
(IF APPLICABLE) 0 S 2 1
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