1470 Marsh View Court (2) FROM 'CLARSON 2. Ac;sOCIATF=c3 FAX No. -9-04 39-G 2G33
Nov- 17 2004 11!49AM P2
M" SHOWING PLOT PLAN OF LOT 24 AS
sHowN oN NUP OF HIDDEN PARADISE
AS RECORDED IN PLAT BOOK 54, PAGES 97 'THROUGH 978 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNr(, I-LORIDA.
FOR: IBESTCON, INC.
— NE HEREON tS TWE RAME AS SHOWN ON THE ABOVE MENT10NED PLAT.
SEARING REFERENCE. BEARING SHOWN ON RIGHT-OF-WAY U
MARSH VIEW" OURT 503' R/A)
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TYPE "13" DRAINAGE MAFs"Es 01: 10-M;�COASTAL WA1 9-7-04 REVISED HOUSE
LOCA11ON & ADDED DECK
MO-TE-- THE LOT SHOWN HEREON APPEARS TO LIE VATHIN FLOOD
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MAP-$, CMMUNITY PANEL -ND-1-2-080-75--—00010 DATED 4-17-89- CL&RSON AND ASSOC]rATIC.S. nqC.
hATF OCTOBER 23 2003- PROFFE-SIONAL LAND SURVEYoRs
1643 NALDO AVENUE.
SCALE: JACKSONVILLE, IrL.. 32207
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JOB NO. 04-BI-0019
OSBORN RESIDENCE
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SHEETTITLE SHEET
COVER SHEET
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FIeriods only used on one word abbreviations, if the abbreviation .8
Cc 8 0,
GENERAL NOTES is a different word by itself; e.g. ARCH,, BIT., and LAM. a
g 90
4D ABBREVIATIONS Periods are usually used when abbreviating multiple words, unless they SHEET INDEX E 0 a ca -9
are very common without periods; e.g. AFF, HVAC, R/A, and WWM. n - I
A.B. ANCHOR BOLT 2
C,
1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING FAB FASTEN(ER) UP! 0
ABV ABOVE PAR PARALLEL
Ordinances,and Regulations and all other authorities having Jurlsaction. A/C AIR CONDITIONING F.D. FACEBRICK ROD. PART BOARD
F.B.O. FURNISHED BYOTHERS I ICLE ARCHITECTURAL
A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers ACC ACCESS F.D. FLOOR DRAIN PC.CONC. PRECAST CONCRETE
requirements. AC.T. ACOUSTICAL TILE(CLG) P.E. PORCELAIN ENAMEL
AFF ABOVE FINISH FLOOR F.E. FIRE EXTINGUISHER PIED PEDESTAL(SINK) AO.0 COVER SHEET
2. Minimum Design Loads: A.D. AREA DRAIN F.F. FINISH FLOOR(LINE) PERI PERIMETER
B. Install#15(min.)felt under all shingles. ADD ADDENDUM F.G. FIXED GLASS PKG PARKING A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND
FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FOIL FIBERGLASS PL PLATE(HEIGHT)
10 P.S.F.Dead Load C. Nails only to be used for roof shhVIa attachment. ADJ ADJUSTABLE FIN FINISH PALAM. PLASTIC LAMINATE GENERALNOTES
No stapler.alkwed. FLO FLASHING
AGO AGGREGATE FLR FLOGR(ING) PLAS PLASTER
ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLINGUNIT FLUR FLORESCENT(LIGHT) PNL PANEL
10 P S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PNT PAINT(ED)
ALUM ALUMINUM FND FOUNDATION PR PAIR(OF) LAYOUTS 0
Verity design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5*(min.).27 gauge aluminum with bakedenarnel finish. Downspout to be 4' A.P. ACCESS PANEL F.O. FACE OF PREFAB PREFABRICATED 06
Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. APX APPROXIMATE FP FIREPROOF PSF POUNDS PER SQUARE FOOT A2.0 FOUNDATION PLAN
ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PSI POUNDS PER SQUARE INCH
PTN PARTITION
ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.1 FLOOR PLAN
3. CONCRETE 6. INSULATION A A.T. ASPHALT TILE FR FRAME(D)(ING)
UTO. AUTOMATIC FS FULL SIZE PV PAVE(D)OR PAVING
AVG AVERAGE FTG FOOTING PVC POLYVINYL CHLORIDE(PIPE) A2.2 ROOF PLAN
AWNG AWNING FUR FURRED(ING) PVMT PAVEMENT
A. Foundation types and designs may vary with the Individual pertinent soils conditions on A. Provide R-1 I (Min.)batt insulation In all exterior walls and R-1 9(minimum)blown Insulation PWO PLYWOOD A2.3 FRONT & RIGHT ELEVATIONS
each lot. The Architect does not warrant or guarantee this building design In locations (or batt and blown Insulation)in all ceilings or rafters adjacent to the exterior or to unheated B36 36*WIDE BASE CAB. GA GAUGE
where Inadequate soils or landfill occurrences require special oradditional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. BD BOARD G G.B. GYPSUM(WALL)BOARD Q Q.T. OUARl*TIUE A2.4 REAR & LEFT ELEVATIONS
structure or gas mitigation due to there oocurrencer. R-1 1 batts at fireplace chase walls and under fireplace unit. BF 81-FOLD(DOOR) G.C. GENERAL CONTRACTOR
BIT. BITUMINOUS
GD GRADEORGRADING RIA RETURNAIR A2.5 INTERIOR ELEVATIONS
G.D.0 GARAGE DOOR OPENER R RISER(ONSTATIS)
BLKO BLOCKING R
BLDG BUILDING GFi GROUND FAULT INTERRUPTER R.B. RUBBERBASE C
B. All design,revisions,engineering,Installation and liability of sol conditions,gas mitigation BLK BLOCK(CMUsJ GL GLASS OR GLAZING RAD RADIUS
BLKG BLOCKING GLBK. GLASS BLOCK RBL RUBBLE M
and structural designs due to inadequqte soils or landfill occurences shan be the BM BEAM R.D. ROOF DRAIN
Ived with the design and B.M. BENCH MARK GT GROUT REFR REFRIGERATOR
responsibility of the'Builder-Developer"or Irs subcontractors kwo 7 DRYWALL G.I. GALVANIZEDIRON
Installation of such;and the ArchItW shall not be held liable or responsible for their BP BI-PASS(DOOR) REO REQUIRED DETAIL SHEETS
Implementations. BFIG BEARING. RES RESILIENT
A- All walls to have)2'o gypsum and all ceiIirigt6JlqMsum#ceiling board unloss BRK BRICK 42-H 4r HIGH(WALL) REV FIEVISION(S),REVISED
noted otherwise H M13 HOSEBIBB ADA WALL SECTIONS/FOUNDATION DETAILS
ELS. BOTH SIDES REINF REINFORCED(ING)
BSMT BASEMENT H.C. HOLLOWCORE RFO ROOFING
C. Contractor shall be responsible for size,location and Installationof revisedsteeireinforcing B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall STM OR SOT BOTTOM HD HEAD OR HARD R.J.B. REINFORCED JUNCTION BOX AD.2 ROOF DETAILS
areas receMngfiberglass enclosLire. BTWN BETWEEN H.D. HEAT DETECTOR OR FEAVY DUTY RLG RAILING
per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDR HEADER R&M RANGE W/MICROWAVE AD.3 MISC DETAILS
B-W. BOTH WAYS How HARDWARE RM ROOM
HOT HEIGHT R.O. ROUGHOPENING AD.4 MISC DETAILS
D. Soil test must be approved by Geo technical Engineer priorto footing pour 8. INTERIOR TRIM AND FINISHES to be selected bycordractor. CAB CABINET H H.M HOLLOWMETAL R.O.W. RIGHTOFWAY
C C.B. CATCH MIN ORZ'HORIZONTAL R&S ROD ANDSHELF(S)
CEM CEMENT HR HOUR AD.5 MISC DETAILS C0 C%J
9. DOORS&WINDOWS CER CERAMIC H.R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) 1`11.: . .
CF CUBIC FOOT HS HORIZONTALSUDER ca
E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and S BCH SCHEDULE CIJ
shall be placed on firm,undisturbed soil 3-6*minimum below graft Contractor to CHAM CHAMFER HTO HEATING 00
A. All patio doors-operable leaf inside. C.I. CAST IRON HVAC HEATINGNENTILATINGAIR COND. SD SMOKE DETECTOR c=i ,J:
SEC SECTION CM C�
reinforce concrete footings and poured concrete walls as required for specific soil conditions HIND HARDWOOD(FLOORS) ca M M
or local codes,whichever,Is more restrictive. CAP.CONC. CAST-IN-PLACECONC. S.F. SQUARE FEET >
B. Door and window infiltration shall be In accordance with 1 12
ocal ordinance and shall Meet CIR CIRCLE SF.GL SAFETYGLASS ELECTRICAL cl
performance standards ANSIIAAMA 101-88 for metal windows DH-C, 1.13. IRONINGBOARD
40 for virryl windows CIRC CIRCUMFERENCE S.G.D. SLIDING GLASS DOOR a a LL_
and the CRIF shall not be lessthan 55. 1 I.D. INSIDE DIAMETER
C,J. CONTROL JOINT C�CONSTRUCTIONJOINT LLO. IN LIEU OF SH SINGLE HUNG OR SHELF(VING) al
F. All concrete shall attain a 28 day compressIve strength of 3.000 ps.l. CK CALK(ING)CAULK(LNG) I.M. INSULATEDMETAL BHT (DRAWING)SHEET
CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TK)M SHTHG SHEATHING E1.1 ELECTRICAL PLAN ct,
CLO CEILING SIM SIMILAR
C. Provide Insulating double glazing at all exterior glass areas and tempered glass Inaff sliding CLA CLEAR(ANCE) INT INTERIOR SKL SKYLIGHT Im
G. Provide minimum 4*concrete cover at under slab utility locations. When concrete glass doors and in Windows as per local codes. CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE
encasement of utility lines Is required,increase slab thickness at the utility Fine. Install CIA CENTIMETEFI(S) SNT SEALANT
i JT JOINT CIS (D
utilities lines well below slab. CMU CONCRETE MASONRY UNIT SPO SPACER
C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC SPECIFICATIONS
D. Caulk at all sash sliding glass doors,entrance doors and bottom plates(all sides of C:D
COL COLUMN K KIT KITCHEN SPK (AUDIO)SPEAXER(S) C::,
H. Provide Isolation joint material(asphalt Impregnated)between foundation walls and all slabs openings)and lead flash an windows and doors. COMB COMBINATION KO KNOCKOUT S.ST. STAINLESSSTEEL --cr a_Cl-
Including patio, porch and sidewalks. CONC CONCRETE KPL KICKPLATE(ON DOOR) STD STANDARD
COND (AC)CONDENSER K/S KNEE SPACE STG OR STO STORAGE
10. MECHANICAL&ELECTRICA CONST CONSTRUCTION STIL STEEL
CONT CONTINUOUS LAM. LAMINATE(D) STR STRUCTURAL
1. Provide'Zip Stripr or tooled control joints where Inclicated an the foundation plans. CONTR CONTRACTOR L LAV LAVATORY(SINK) SQ SQUARE
A. All electrical andplumbing requirements shall comply with local building codes. Ali outdoor, CORR CORRUGATED L.B.O. LOCATION BY OTHERS SUS SUSPENDED
bathroom and garage wall receptacles shall be provided with ground fault circuit protection. CPR COPPER LIV LIVING S.W. SHEAR WALL
4. FRAMING Service panels to be(min.)20 circuit,100 amp,110volt. C OR CPT 0 CARPET L.L. LIVE LOAD T TREAD(ATSTAIRSIORTILE DIMENSION NOTE
CRS C URSE(S) L.P. LAMINATED PLASTIC
CSMT CASEMENT LT LIGHT T T.B. TOWER BAR
C.ST. CASTSTONE T.B.D. TO BE DETERMINED
A. Laminated veneer lumber(LVL)shall provide the design values equal to orexooeft the C.T. CERAMICTILE L.T. LAUNDRYTUB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO
following: B. Provide gray boxfor washer and provide solid metal dryer verit(taped-no screws)to CTR CENTER OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROLJoNT
exterior. CX CONNEXTION LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) FACE OF STUD,UNLESS OTHERWISE NOTED.
280D psi in Bending,Fb CY CUBICYARD LVR LOUVER T&G TONGUE&GROOVIE
285 psi in Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent M METER(S) TEL TELEPHONE
2,000,00 0 psi In Modulus of Elastloity,E finish grade. 12M 12'DEEP THK THICK(NESS)
D DRYER.OnDRAIN MAS MASONRY THR THRESHOLD
D M VAX MAXIMUM
B. Unless otherwise noted.all dimension framing lumbershall haveariallowable DBL DOUBLE T.O.C. TOP OF CONCRETE
bending DECO DECORATIVE MATL MATERIAL T.O.F. TOP OF FOUNDATION
stress+875 p.s.i.,(11000 psi repetitive)or better. D. Provide main sevier clean-out within 5'-D*Inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MC MEDICINECABINET T.O.M. TOP OF MASONRY
otherwise. MECH MECHANICAL
DEP DEPRESSED MFA. MANUFACTURER T.O.W. TOP OF WINDOW
C. DIET DETAIL TRORTFIN TRANSOM(WINDOW)
MH MANHOLE
Unless otherwise noted.provided: E. In all buildings a continuous conduit shall be Installed from the water meterto an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER VARIES
remote water malar reader at a location to be approved by the Water Department. The DH DOUBLE HUNG
I. All trusses shall be securely braced both during erection and after permanent installation In conduit shall be capable of accepting a low voltage minimum 2 conductor cable supplied DIAM DIAMETER MIR MIRROR TV TELEVISION OUTLET OR LOCATION
a building in accordance with commentary and recommendations as published by the Truss and Installed by to electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MISC MISCEUANEOUS TYP TYPICAL
MLD MOULDING
Plate Institute. The water departnent shall make the connections. D.L. DEADLOAD MIA MILLIMETER UC UNDERCUT(DOOR)
DN DOWN(STAIRS) U UNF UNFINISHED
MMS MEMBRANE
D.P. DAMP-PROOFING U.N.O. UNLESS NOTEDOTHERWISE
M.O. MASONRYOPENING DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY
2- Y,-h�h density T&G,Plywood subfloor lued and nailed. Panel span rating shall be APA DR DOOR MOD MODULAR V13 VANITYBASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD.
I DRY DRYER MACHINE
2413 Exposure 1,with sealed edges. install per manufacturerd spacing and edge MRS MARBLE
recommendatlom DS DOWNSPOUIT V V.B. VAPOR BARRIER
F. Water service shall be 1"Minimum from each exterior shut off valve. DIS DRAWER STACK(CABINET) MTL METAL V836 3V WIDE VANITY BASE
D.T. DRAINTILE MT MOUNTED(ING) VERT VERTICAL
DTL DETAIL MULL MULLION OR MULLED VIN (SHEET)VINYL
3- Y4'underlayment(minimum)under vinyl or tile on wood frame floor systems, G. All shower head heights to be 80*AFF at fiberglass showers and 841 AFF atceramic DW DISHWASHER N/A NOTAPPLICABLE V.S. VEGTABLESkVK
showers. DWG DRAWING N N.I.C. NOT IN CONTRACT V.T. VINYL TILE C13
DWR DRAWER NL NAILABLE W
4. Mfn!%2'high density O.S.B.wood roof sheathing with*H*crips.APA panel span rating shall NOM NOMINAL W3630 36"WX3WHWALLCAS cc
EA EACH <
be 24/0,exposure 1,with sealed edges.Install per manufacturers!spacing N.T.S. NOT TO SCALE W W WIDE OR WASHING MACHINE >.
recommendatiom and edge E EB EYEBROW(FLATARCH) N.G.V.D. NAT.GEODETICVERTICAL DATOM WC WATER CLOSET
IMPORTANT NOTE: E.F. EACH FACE WD WOOD
E.J. EXPANSIONJOINT CA OVERALL WF WIDE FLANGE(STEEL BEAM)
ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION 0 OBS OBSCURE(GLASS)
D. Roof truss systems shall be fabricated with wood chords and wood webs In accordance with ELEC ELECTRIC(AL) O.C. ON CENTER WH WATER HEATER
W.H. WALLHUNG
designs prepared under the supervision of a registered professional engineer. E.P. ELIECTRICALPANEL O.CAB. OVERHEADCASINET WI WROUGHT RON
REFERENCES & CALLOUTS ON THE ARCHITECTURAL EQ EQUAL O.D. OUTSIDEDIAMETEn WIC WALK-INCLOSET
EST ESTIMATE O.G.D. OVERHEAD GARAGE Dcxm WIN WINDOW
PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W10 WITHIORWMIOLIT
. ENGINEERING WILL SUPERCEDE ALL NOTES,
E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for I EXG EXISTING OPNO OPENING WP WATERPROOF(ING)
approval of roof trusses and beams CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OPT OPTONAL W.R. WATER RESISTANT
EXT EXTERIOR
OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER
WSCT WAINSCOT
W.T.W. WALL TO WALL
F. MinY,;exterior grade plywood or OSI3 wood sheathing behind all masonry veneer,drywit WWM WELDEDWIREMESH ATTIC VENT CALCULATION
panels and cedar siding.See eluvations for locatloins.
G. Pressure treated lumberto be usedwhere wood is In contact with coricrete and for 2x4 mud
sill. SYMBOLS FORMULA:
H. Exterior dock construction shall be with pressure treated lumberwith dimensions as 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING
indicated on ft plarm *144 SQ. IN. = I SQ. FT.
EARTH
PLYWOOD
ELEVATION KEY.OR SECTION KEY BLDG. CEILING (SF).X 144 = BLDG (SQ. IN.)
SHEET NUMBER SAND OR GRAVEL FILL INSULATING SHEMWG BLDG. (SQ. IN.)/300=SQ. IN. OF VENT REQUIRED
SQ. IN. OF VENT REQUIRED 2 50%AT RIDGE&50%AT EAVES
WOOD STUD PARTITION BATI` INSULA11ON
DETAIL NUMBER OR SECTION KEY 02
SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6
C <
UNLESS OTHERWISE NOTED RIGID INSULATION Z
BRICK 2%
WATER CLOSET E
ANGLE SQUARE FOOTAGE 1� i .
CONCRETE BLOU
U
CENTERLINE
FIRST FLOOR 1047 SQ FT
CONCRETE D
HB TUB/SHOWER SECOND FLOOR 1459 SQ FT
Cj_ HOSE BIBB (FREEZE PROOF)
TOTALAC _J cn
STONE 2506 SQ FT LL ci
C)
GAS LINE STUB
c4
STEEL LAVATORY FRONT BALCONY 76 SQ FT
S
10
PENNY FRONT ENTRY 44 SQ FT E 0
0 S!
DIMENSIONAL LUMBER DOUBLE SINK REAR BALCONY 393 SQ FT
PERPENDICULAR
LANAI 393 SQ FT
JOB NO. 04-Bi-boig
PLATE BLOCKING GARAGE 452 SQ' FT
ROUND OR DIAMETER SINGLE SINK TOTAL SQ FT 3864 SQ FT
HNISH GRADE WOOD OSBORN RESIDENCE
SHEET TITLE SHEET
GENERAL NOTES
A1 . 1
GAS HUB ON FOUNDATION NOTES
i .sf
PORCHFOR [NOTE-FOUND E
BBQ ca
1. STRUCTURAL FOUNDATION PLANS SHALL BE -g
-u g
BY OTHERS. SEE STRUCTURAL ENGINEERING CD
FOR ALL STRUCTURAL DETAILS AND NOTES. A 2 r. 8
2. SLOPE GARAGE FLOOR 1/8' PER FOOT TO 0 M El t� 'c-a
E E
OVERHEAD GARAGE DOOR OPENING. a M'V' 1
E 8
3. 4" CONCRETE SLAB W/ 6"x6"xlO*/10" W.W.M.
:a >1 CL w 0)
OVER 6 MIL VAPOR BARRIER OVER CLEAN (a 2 ca.:5
30'-6" WELL COMPACTED (MIN. 3000 P.S.I.) >
TERMITE TREATED FILL. (3000 P.S.I.) L
FIBERMIX OPT.
r5 4. CONFIRM ALL INTERIOR BEARINGS WITH
ADA TRUSS ENGINEERING OR CONV. FRAMING
PLAN.
5. SUPPLY SEPARATE CONDUITS TO ANY
————————————— ———————————————— ————————— ISLANDS FOR GAS AND ELECTRIC.
C?
-- ----- % 6. CONFIRM ALL FLOOR OUTLET LOCATIONS I � "'
c� 9
TH BUILDER AND OR HOMEOWNER PRIOR G
——— ——————————————— —— cb
F TO SLAB POUR. Q
7. GENERAL CONTRACTOR TO PROVIDE SLAB 8
CONTROL JOINTS EVERY 400 SO. FT. D
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8'-6- 2V-0" L
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BLOCK CHANGE
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B\w/ Cc,-,, c.13
6x6 NO. 10 WWM OR FIBERMESH.
REINF OVER VAPOR BARRIER fa
OVER CLEAN COMPACTED L� Ld
c.0 78 c3
TREATED FILL cvs > m
—————————-
CD
V-4-
GAS HUB ---I -----------
NOTE: ALL ANGLES ARE 45 DEG.
OVERHEAD UNLESS NOTED OTHERWISE. 0 0 r
D/W 11
WALLS SINK
VERIFY INTERIOR BEARING w/DISP.
WITH TRUSS ENGINEERING
cn SINK
w/DISP.
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VEN7 DRYER
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11 1 TO GARAGE
All" YER
p
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MEMEMENNE 0
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2'-2- Z-2' Y-*kJl-\ 8!-3- Z-2w f JOB NO. 04-Bl-0019 all
10 2 STORY SECTIONS
30'-6"
OSBORN RESIDENCE
14
OUNDATION
SCALE: 1/4"=l'-Op SHEETTIME SHEET
FOUNDATION
A2.0
L
4ft
MAIN FLOOR NOTES r it
GAS HUB ON LN0TEj[_00_RT_ �.5 E
PORCH FOR
1. WINDOW GRILLS ARE STANDARD IN FRONT
BBO 2T.6" @ (DU - 2 = *§
AND SIDE ELEVATIONS AND REAR E
8!-6" 21'-0" ELEVATION BE CLEAR GLASS. AR
j CL ca
2. ALL UNDIMENSIONED PARTITIONS �g
- ROUGH.
ARE 3 1/2 .9 - 0 2
10'-21
01 -a
0 W n rim 10 3. ALL ANGLED PARTITIONS ARE 45 CD g
X DEGREES UNLESS OTHERWISE NOTED. L-
LjL_%w1% 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" LE 0 4 -5 -Ed N- :D. 23
PLYWOOD FLITCH PLATE AT ALL EXTERIOR _j
�2 29*-6' X 12'-0* WALL OPENINGS AND INTERIOR BEARING
8!-6n 61.3" 9'.3m 5!-6* 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 ANDAR SOLID cy 9
BLOCKING.
6. ALL EXTERIOR DIMENSIONS ARE TO FACE CO
OF STUDS UNLESS OTHERWISE NOTED.
BALCONY SCREENED PORCH 7. ALL TRUSSES TO BEAR ON EXTERIOR D
S PARA WALLS AND/OR GIRDER TRUSSES UNLESS 8-
C OVERED PORCH 8'-6"X 21'-6" 21'-Om X 10'-Om OTHERWISE NOTED ON FOUNDATION PLAN. L
10'-0" CLG. 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS,
29'-6'0 X 109-0' HANGERS & SET SPACING FOR ALL
ED TRUSSES.
9. WINDOW SUPPLIER TO VERIFY AT LEAST
�2)13068 L 068 15-L ONE WINDOW IN ALL BEDROOMS TO HAVE
w/HA I. C RCLE NS ABO 1E W/HALF CI LE TRANS ABOVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. N* m 0
% ---------------- -------------- WITH MIN. DIMENSION OF 24* IN HEIGHT AND
(2)30 15-L (2 3 15-L 20" IN WIDTH; SILL HEIGHT NOT GREATER
6Y/FEB T SABOVE WIFEB SABOVE THAN 44" ABOVE FLOOR.
PIN 10. BALLOON FRAME ALL EXTERIOR WALLS
-) TO UNDERSIDE OF ROOF
(ABOVE 8'-1
SHEATHING - PROVIDE FIRE STOPPING
< MASTER SUITE
5- EVERY 8'-0" VERTICALLY IN WALLS > 8'-l".
CATHEDRAL CLG. 11. ALL HANDRAIL BALUSTERS TO BE
20'-l" x 17'-7"
HI3+ (2) 8 15-L I SPACED SUCH THAT A 4" SPHERE CANNOT
U. 0 w F,
:5 Inn - LA PASS BETWEEN BALUSTERS.
W.m I
m TRANS OVE 1 12;.ALL ELECTRICAL AND MECHANICAL co
0 CD EQUIPMENT & METERS ARE SUBJECT TO
RELOCATION DUE TO FIELD CONDITIONS; U3 ctj
co
CONTRACTOR TO VERIFY. CD
04
VAULT VAULT to 13. FOR ADDITIONAL NOTES SEE GENERAL 07
"0
L co
GREAT ROOM im
NOTES ON TITLE SHEET & DETAILS.
14. TYPICAL WINDOW HEAD HEIGHT SHALL BE m a:
10'-0" CLG. (2)S[13050 cm
21'-S' X 11-7" 96' ABOVE FINISH FLOOR (U.N.O.).
@84'AFF s -6 ;z
15. WINDOW MANUFACTURER TO TEMPER ALL C.3 CO
ci) C6
,e T-010 e WINDOWS 2' WITHIN DOORS, OVER TUB & rn 'tr
(2)3 0 5-L cd C4
w/FEB T SABOVE SHOWERS 7 WINDOWS WITHIN 180 OF THE Ln
ca
8'CU-TURED TUB FINISHED FLOOR.
C6
_j CL a_
I' CLG.
42'h WALL 9'. j
GASHUB W/15*.BARTOP 9Y20 2'-4m DIS D UBLE RIS
cn X IN CLG 18,
CENTEREDIN - 2668 PKT - --- - -
DINING ROOM DIS
18,
C.)
f- C13 GASRHR 2X6
INING11 0 0 '40 2668 PKT
1 5 9 OVE _ )" CLG. D/W 24- 3 Yj 9' CLG.
10-(
11'-6w X 13'-2"
(a)co BC I
24K MEDICINE CAB.
D/S
40 00
I c - 4-6!
_z9 F_111�\ 61-51 1-8- T-9/1
18n\ L 9
Z-7 10
2�1 � I En
B6 24f co to
-'*6c,_,j PREP SINK Bq y ft TOUS
W/DISP. to 11 - %.
c(2)2668
0 9
Z"
-------------- RANGE% LL zo
cli
MICRO
------- ----- HOOD Ay 3'-9y2* 1,1,-6.
-2 "cq u_ 6-8' 2-21
IL-ZI a. 0
KITCHEN I B-P Ln 9. CLG. 2668 7
co rn
Bd % STUDY
ENS U- n c1l 5d ;izr
u_ HARDWOOD TREAD 10'-Ow CLG. cn CATHEDRAL CLG.
;sL& I III,I Uzi
W/PAINTED RISERS 10'-8" x 12'-0" 42'h RAIL--,\ 91-20 ff-2" x 11'-7'
I \ CIO A d w
m 3: 31 18-11 48" f "':LL US
(a)cn H kRDV rOOD TREADS C3
OPEN 5-C6412- 39" T. cn
013 _jaF---- IV/PA INITED RISERS - -- - - - - - - - --- --
ANDRAIL REF.SP 2868 PKT R/S C-0 cxn C1.1
L-------J
2868 1 U.
07= Lu DB I _j
H)kRDWOPD TREADS A 'cn R/,9
%I/PAINTED RISERS 11 rra.-. -I WINE STORAGE i2
Iu) I
I T LI -0" CLG.
cn Do 10' in Z m
CLG. 89-60' X 56-4" 0'-6
w - -----
bo 1�n x 5-5" A/C
Z� fl.:
BATH. 2 28 i8 SC z @ 2068
11 i CL
16-0" C-1) - SPE 206& j
0-9" X:CLG.., z m .1, - I
2)6
5 'COD I F%
% CA
LI----_1 R/S cn CN
MLu 10 1 AA 04 c Dq
co - - -- - - -- - - -
Qa X: LL
Z4/z HL I ------- 0 ca cn c%j c%j u- cm
58 0 '-4- 1 1, 5068 BYPASS
cn EP 4 <
REF.SID AANQF) <
cn Ix- Po.r4
2868 SC 0
Lu vj AL_ ;;I- CD Tf 'BATH I F-- X
3-0 2 =Z) IM60 11yY
cn FOYER 2 7"to @
I= 3: 2468
0 9' CLG.
VENfDRYER-1t*WE z cf) S e IVL 9' CLO.
0 7 cl)
TO GARAGE
8-00 CLO.
3]E8J-Lw/1 OSL
/5 '"'12"TRA ABOV 21'-1- X 19'-1 R/S R/S
26 8 N
668
4068 BYPASS 4068 BYPASS
Lj
WINE STORAGE NOTES:
WINE STORAGE WALLS TO BE R-19 INSUL W/4 UL POLY.
CLG TO BE R-30 W/4 MIL PUY.WALLS AND CUING TO BE
c
GREEN WALL ILO DRY WALL(ON ADDENDUM).DOOR TO BE 6!-11" -21 2!-2w ff
ENTRY SOLID EXTERIOR GRADE W/WEATHER STRIPPING. I I T 1 .9 20
1 10 Lq ;
L L--------- SQUARE FOOTAGE
Z?
F_ -I FIRST FLOOR 1077 SQ FT IE
L j L I_j SECOND FLOOR 1485 SQ FT
VAULT VAULT VAULT VAULT Jc
BEDR OM 3 BEDR OM 2 TOTALAC 2562 SQ FT C,
C1
CATHEDR L CLG. CATHED AL CLG.
11'-I" x 12'-5" 11,-Orrw 12'-5*
U. I n FRONT BALCONY 76 SQ FT
U. n <
83
M % FRONTENTRY 44 SQ FT
00
H13
0 U) REAR BALCONY 393 SQ FT
(2) 8 15-L (2)26 15- --
WOOD DECK 354 SQ FT
LANAI
8.�K�GD 8 613D 0.
zo zo GARAGE 498 SQ FT
TOTAL SQ FT 4320 SQ FT
JOB NO. 04-Bl-0019
%
4'-8y�' 51 4�4 :j
oY-T -1072. Ff 1-2m
6-3Yj x OSBORN RESIDENCE
J Wf 6-3)/2'
6-V L .1
6!-6* 23'-Gw
23!-W
SHEET TITLE SHEET
30'-6*
FLOOR PLANS
MAIN FLOOR PLAN- SECOND FLOOR PLAN- A2. 1
SCALE: 1/4"=l'-Om SCALE: 1/4"=I'-O" L
;2)3OC68 L 068 15-L'
C L T
2)3 r15 2)T3 r15 IR E rNSABO 1w/HALF C rCLERAN,
NIFE( 0 _L
B TRA S ABOVE WIFEB S ABOVE UL__1 P�81 5
L
w F
Z7
U32
(2 3 gO
T
w:/F E B)) CU 7UREDTUB
0�
CLG.
3
p
606 L T
F/7
W Q2668
E :5 E
Mu
c,
8
la
ra
(D fn Ud C36 U;
0)
E
C,
j5 8 to 8
g tm
L2 0
014 9
C'D
co
co
12:12
12:12-------- ---
ci
FIR
CL
co
3 (ni cm
AM
wl
c%j Kr
-Ji W co C4
12:12 c%i
9'-1 1/8"PLT. LEVEL3 tol
LL-
8 T.-I CD
AD.2 G
7E? c'.3 .6
m cqrj
co
04
04 C) cn,
uj
04 91-1 I/8"p
LEVEL
12:12
co 12:12
pbk w
>
w
-j M
cl
w 12:12 '-11 1/8.PLY—
RI'DGE 9 LEVELO
RIDGE
w
0
12:12 1- :12
0
04 z
7: 0-a I
04
...............
CRICKET
w
12:12 12:12 12:12
CL
ZZ p— 2
_j co
w 12:12 ui 41
i>u 7 p— �u 4
I CD 0) C
11--1 178- PCT--
ABOVE ENTRY
E
U,
u
F-7-
.2
IL LL 0.
JOB NO. 04-Bl-0019
ROOF LAYOUT OSBORN RESIDENCE
SCALE: 1/4"=l'—O"
SHEETTITLE SHEET
ROOF PLAN
A2.2
r
:_� �i�
ERIOR
E :9
9 � I
ELEVATION NOTES
12 -G
1x6TRIM [NOTEJD(TELEV] g
1. GRADE CONDITIONS MAY VARY FOR 0
ATTACHED ca CL CA
c
TO FACIA INDIVIDUAL SITE FROM THAT SHOWN. (D (.j E a)
E
.9 0
ji= U)
BUILDER SHALL VERIFY AND COORDINATE
PER ACTUAL SITE CONDITIONS.
. FL�g
0)
12 2. PROVIDE R06F AND SOFFIT VENTS AS uc! 0 A :s Q, 0
REQUIRED BY CODE AND MANUFACTURERS
SPECIFICATIONS. L
ASPHALT SHINGLES(TYP)
12
1
1x6TRIM
ATTACHED
TO FACIA
CV 9
Cb
V�
9!-1 118" LEVEL 3 PLT HGT 12 LEVEL 3 PLT HGT ot 9,-1 1/8" w
CD
w
4w FREIZE CRICKET
—51-011
91-1 1/8 0% LEVEL 2 PILT HGT -% LEVEL 2 PLT HGT ot 9'-1 118"
14w
.10 3'l q
14'-2 1/2"d% THIRD LEVEL IFF THIRD LEVEL FF pL 14'-2 1/2'
'4w
LEVEL I PLT HGT OLI 0-1 118"
11'-1 1/2* PLT HGT ABOVE SLAB
L
c%j
9-5 1/2" SECOND LEVEL IFF SECOND LEVEL IFF OIL 9!-5 1/2"
co
=3 C CM -t
co cm
p ,i
CM cf�
cw)
Q a
Lu
fn
Z-8 1/2"aA LEVEL 1 FF �o C5
LEVEL I FIF OIL 2!-8 1/2"— ca a) m I
-ME :>
CD
cno c�
1 1111 114 W I
01-0, GRADE I ( 70, GRADE OL 0'l
V-5"SHEATHING—/pgo,
FRONT ELEVATION.
SCALE: 1/4"=l'–Om
ASPHALT
SHINGLES
12 12 /4
41 FREIZE—
LEVEL 3 PILT HGT
9'-1 1/8" LEVEL 3 PLT.HGT
10E 10 LEVEL 2 PLT HGT ob 9'-1 1/8"
I-F
r r r r
SEE
AILS
14'-2 1/2"o THIRD LEMEL FF
1-uti THIRD LEVEL FF 14'-2 1/2"
It I - ot
TRIM
4"TRIM PILT HGT ABOVE SLAB
L (TYP)—
SECOND LEVEL IFF 9'-5 1/2'
Nw
12"TO 10"
TAPERED—\
COLUMN E
. . . . . . Ill SHEATHING
LEVEL 1 IFF ob 2'-8 1/2"
U.
en, C\!
t;
_j GRADE ot o'-o"
co r
Nw 0
0
JOB NO. 04-BI-0019
LEFT ELEVATION
OSBORN RESIDENCE
SCALE: 1/4"=i'–o"
SHEETTITLE SHMT
FRONT AND
RIGHT ELEVATIONS
A2.3
I
L lei
EXTERIOR
sil 9 -0 — -
ELEVATION NOTES a 5
g
[NOTE-EXTELEV—] a-
a 8 .8
1. GRADE CONDITIONS MAY VARY FOR 0 2 8 :2 8
co
INDIVIDUAL SITE FROM THAT SHOWN. .9 -- 'n w cn, 8
BUILDER SHALL VERIFY AND COORDINATE 08
06
PER ACTUAL SITE CONDITIONS.
w CL r3
2. PROVIDE ROOF AND SOFFIT VENTS AS a) (D
uo_ .0
ASPHALT REQUIRED BY CODE AND MANUFACTURERS —0 :5 :5 cc
SHINGLES SPECIFICATIONS.
(Typ)
12
12
12
12
12 c3 9
cl� c,
to
4"TRIM— C)
(TYP)
9'l 1/8" LEVEL 3 PLT HGT LEVEL 3 PILT HGT OL 9'l 1/8" L lei
4"TRIM
F
101 10 10E I
N_s\
"My V)
111F1 11 111] TIF I----
C
. . . . . . . . . .
C13
12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. THIRD LEVEL IFF 14'-2 1/2'
co cm
10'l 1/8"g;x LEVEL I PLT HGT
=3 cm
co co
_ff cc:ljl
tu
0 Q
m m
12"TO 10"- CD_e g
TAPERED z5 Up cl
ca
COLUMN w C6
101 DE IDE Ing CD
W :> ?!
P F TE I _1r1H F =_ s! CD
C3� C=
c�
TE =
(L a-
C13
LEVEL I FF ot 2'-8 1/2
oll GRADE GRADE 0'-0"
REAR ELEVATION-
SCALE: 1/4"=l'—O'
4"FREIZE
(Typ)
_12
ASPHALT 121
SHINGLES(TYP)
9'-1 1/8" LEVEL 3 PLT HGT Z; LEVEL 3 PLT HGT 91-1 118"
4"TRIM
(TYP)
9'-1 1/8' LEVEL 2 PILT HGT LEVEL 2 PLT HGT OL 91-1 1/8"
. .. . . . . . . . . . .
14'-2 1/2"g:A THIRD LEVEL FIF THIRD LEVEL FF 14!-2 1/2"
LEVEL I PLT HGT ot�i ol 118.
zo ph
W
9'l 1/2' SECOND LEVEL FF It
C z
12"TO 10"
TAPERED
COLUMN E
left
Jc a
ou
1'l SHEATHING u
2'-8 1/2" LEVEL I FIF
_j
LL ci
01-0" GRADE E cc
M LL (L
JOB NO. 04-BI-0019
RIGHT ELEVATION OSBORN RESIDENCE
SCALE: 1/4"=l'—O"
SHEET TITLE SHEET
REAR AND LEFIF
ELEVATIONS A2.4
-lei
t3)
.
c
co
c a -s e
A
-g
C3 s
4
en
2 -q - 2
'D E �o
Irl-9 E C, (4 .52 .5 88
to 11
-co
0 0. a)
MICRO HOOD
lz�
c� 9
cb Q
7FT—1 17
'6 '6 to
V9
D
co
F7
!6 RANGE
------ -------
DW ------ A
> <=
I's'N\ .1 1 L
1-11"'
I L
F�=4
f-o" 4W
1�4*
KITCHEN
co
co cm
CABINET ELEVATIONS
(D r�
cm n
SCALE: 1/2"=l'–O" co
C*J C:)
as
7Ei
U) cl
04
cts CD
(5
0
a- a.
ZT
<71 =>
IL lz
1 7-7 LJ
2,-6, f-6" 2-6"
BATH 3 BATH 2
MASTER BATH
CABINET ELEVATIONS INTERIOR ELEVATIONS
CABINET ELEVATIONS SCALE: 1/2"=V-0"
SCALE. 1/2"=l'–O"
SCALE: 1/2"--l'–O"
.gpa-
gem
4
F/P
-j C)
LL
Ai
F.:.. 0 0) 0
(L rL (L
JOB NO. 04-BI-0019
FIREPLACE LAYOUT DINING ROOM ARCH
OSBORN RESIDENCE
INTERIOR ELEVATION- INTERIOR ELEVATION-
SCALE: 1/2"=l'–Y' SCALE: 1/2"=V-0" SHEET TITLE SHEET
INTERIOR
ELEVATIONS
A2.5
13 ELECTRICAL KEY '6 :p
GAS HUB ON w
> `6 E
FM_nE_aECSYM]
PORCHFOR
SINGLE POLE OUTLET ca 8 Z5 cu
BBO c FL- 9
f g
PCE DUPLEX CONVENIENCE OUTLET 03, E a,
�V DUPLEX OUTLET ABOVE COUNTER w
0
ca
WEATHERPROOF DUPLEX OUTLET E
E E- S
o 'in-
GROUND-FAULT CIRCUIT-INTERRUPTER 8
DUPLEX OUTLET cx-9
HALF-SWITCHED DUPLEX OUTLET uc!
L_ Mai
SPECIAL PURPOSE OUTLET/JUNCTION BOX
DUPLEX OUTLET IN FLOOR
22ov 220 VOLT OUTLET
OVERHEAD DUPLEX
--------- WALL SWITCH
THREE-WAY SWITCH
SI b Z 9
.. .............. c�
1--4 FOUR-WAY SWITCH co
RHEOSTAT SWITCH
R co
DM DIMMER SWITCH M
------------- I� I
.................... REINFORCED JUNCTION BOX �
CEILING MOUNTED INCANDESCENT L
LIGHT FIXTURE
oo,/ WALL MOUNTED INCANDESCENT
LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE me
RECESSED ADJUSTABLE EYEBALL m
-------- ------ - INCANDESCENT LIGHT FIXTURE m
ol INCANDESCENT LIGHT FIXTURE
_(�_pc
WITH PULL CHAIN
V)
EXIT LIGHT 0
MDC
ol EMERGENCY LiGHT
H B 3�: FLUORESCENT LIGHT FIXTURE
+
FLUORESCENT LIGHT FIXTURE
WITH PULL CHAIN co
GA TRACK LIGHT co
a) r-:
FLOOR OUTLET EXHAUST FAN (VENT TO EXTERIOR) co
00
VAULT VAULT (VENT TO EXTERIOR) M CD
EXHAUST FAN/LIGHT COMBINATION cts
EXHAUST FAN WITH HEAT LAMP
(VENT TO EXTERIOR) m ILL.
C3
------- - ----- CHIMES t3 CXS Cl
co
WOOD TV PUSHBUTTON SWITCH U) m
c:o
SMOKE DETECTOR ca (D M
M :> ..
HEAT DETECTOR C� �ID a)
F- c:j C3
CO2 DETECTOR =
PH 0- CL
(D THERMOSTAT
WOOD FLOORS,
MANNINGTON NATURAL SPEAKER
MAPLE(TYP)
14 PHONE (I-CAT3)
WOOD ILE 1 4 -_j 14 DDC (1-CAT5, 1-RG6)
CARPET LOW VOLTAGE
MDC (2-CAT5, 2-RC6)
Fcq
GAS ELECTRIC METER
9- HUIB_(�__
OVERHEAD F�l _Q�_ ELECTRIC PANEL
TILE
D/W (DIAGONAL) ,
CEILING FAN PREWIRE
bINK WIDISP (PROVIDE ADEQUATE SUPPORT)
SECUI�ITY
P P SINK — — ——— — CEILING FAN / LIGHT PREWRE
DISP
(PROVIDE ADEQUATE SUPPORT)
PHI*
RANGE - I SUE A
w/MICRO
WOOD ELECTRICAL NOTES:
HOOD
SWITCH FOR OWNER [NOW-MCTRIC]
WOOD SPECIFIED LIGHTING PROVIDE AND INSTALL LOCALLY CERTIFIED smoxE
ABOVE AND BELOW
C&RMTS ........... .............. DETECTORS AS REQUIRED BY NATIONAL FIRE
_j!:I PROTECTION ASSOCIATION (NFPA) AND MEETING
4
SD THE REQUIREMENTS OF ALL GOVERNING CODES
390 REF SP PROVIDE AND INSTALL GROUND FAUL
f — — — — — —
WOOD 2. CIRCUIT-INTERRUPTERS (GFi) AS REQUIRED BY
. L---- __j *GFI
L =7 NATIONAL ELECTRIC CODE (NEC) AND MEETING
TILE T14E REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED
GIF
ch TILE 3. DIRECT HOOK-UPS/CUTOFFS.
III HVAC CONTRACTOR TO VERIFY THERMOSTAT
co
WOOD 4- LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E.
120v 30A 3::C 5. FURNACES, A/C UNITS, ELECTRICAL PANELS,
CIRCUIT 1 VTV WATER HEATERS) ARE SUBJECT TO RELOCATION
VARIABL SANITARY SUMP PITS, DRAIN TILE SUMP, AND
DUE TO FIELD CONDITIONS.
LL
co
REFSP o ELECTRICAL DEVICES: ABOVE FINISHED FLOOR:
WOOD z SWITCHES OVER COUNTER. . . . . . . . . .48* TO CL
LA F_ ILE
vi k
Z ri) ET WALL OUTLETS OVER COUNTER. . . . . . .W TO CIL
0
REMAINING SWITCHES . . . . . . . . . . . .48' TO CL
WALL OUTLETS. . . . . . . . . . . . . . . .16' TO CIL
BATH VANITY BRACKET OUTLET 12
— — — —— — — —— (11' ABOVE TOP OF MIRROR). . . . . .88 TO CLI
WATER SOFTENER AND SUMP OUTLETS 48" TO CL
GFI
. ............ TELEPHONE OUTLETS. . . . . . . . . . . . .16* TOCL
4)=
\WP TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL
!TIC EXERIOR Gn OUTLETS. . . . . . . . . . . .16* TO CL
WP GFI GARAGE Gn (ABOVE GARAGE FLOOR) 48- TO CL z
FRONT DOOR COACH LIGHT. . . . . . . . .fle TO CIL 0
L----------------- i: .
GARAGE DOOR COACH LIGHT, c
- TO CIL
TV (ABOVE GARAGE FLOOR) . . . . . . .84
DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM
PH
PH OF FIXTURE E
TV TIM
FOYER AND STAIRwAy FIXTURE . . . . . .96" TO BTM
VAULT VAULT V/AAULT VAU LT OF FIXTURE a
THERMOSTAT. . . . . . . . . . . . . . . . .54' TO CL
3(�E
DOORBELL CHIMES. . . . . . . . . . . . . .84- TO CL
:j 'u
DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W1
0
Yov NIMP KITCHEN WALL HUNG MICROWAVE DR HANDLE
PR
DEDICATED
E L C. OUTLET . . . . . . . . . . . . . . . . . .76* To a
PA �L CIRCUIT
KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK
KITCHEN RANGE . . . . . . . . . . . . . . .24- TO CL
KITCHEN REFRIGERATOR. . . . . . . . . . .48* TO CL
0
C13
WASHER/DRYER OUTLET. . . . . . . . . . .48- TO 0
a.
v CL CL rL
JOB NO. 04-BI-0019
CL = CENTER LINE
1 = FIELD VERIFY OSBORN RESIDENCE
2 = MASTER BATH STANDARD 30" HIGH
SECOND FLOOR ELECTRICAL VANITY TO BE RAISED 4"
MAIN FLOOR ELECTRICAL
SCALE: 1/4*4-0" SCALE: 1/4'4-0" SHEET TITLE SHEET
ELECTRICAL PLAN
E1 . 1
---- -------- --- L)
7oc�.
+
JGIF
/�nnjn
SPE
F3.0 F3.0 F2.0 F3.0
rREVISIONS B Y)
-1 -7 T-
_q I �_ BEYOND, EXTENDED FOR
Ile) t I I 6"x6" P.T. SYP No.2 POST
4x4 P.T. SYPff, L _J L _J L
POST, TYPICAL.- I SUPPORT OF ROOF FRAMING.
(4 PLACES)
2x10 P.T DECK JOIST
@ 16 O.C.
SEE 3/S-1A FOR __X
DECK FRAMING DETAILS. HANDRAIL DESIGN
�9,
S-)2/ AS REQ'D BY ARCH.
L U 1`�'
---------- -----------
L
P
DECK LEDGER, I
SEE DETAIL 2"xlO" P.T. SYP No.2
1 V4 P.T. SYP No.1 DECKING
4/S-1A. JOISTS 0 16" O.C.
-A W/ 2pcs-10d RING SHANK
2-PLY STAINLESS STEEL NAILS AT
GIRDER TRUSS EACH INTERSECTION
._4
-4
ATTACH (1)HTS20
FROM BEAM TO POST
F
4 DOUBLE
2%10" P.T. SYP No.2 HEADER
A41 4
4x4 P.T. SYP#21 ' I I �FF2.0 DBL. TOP ,TT22 FASTEN PER SIMPSON BEAM. FASTEN TO 8"x8" POST
POST, TYPICAL. I PLATE. S HEDULE ON S-1. LUS28 JOIST W/ 2pcs 5/8"0 HOT DIPPED E2,
(5 PLACES)� 1 167 7 HANGER W/ GALVANIZED THROUGH BOLTS
1 7111 /,,�\ W
S-2 c
1141 8-1 Odxl '/2 to - 0
0)
1 h 1 pc SIMPSON ABU66 POST ANCHOR
S-2 x NAILS AT c: F4
< EA. JOIST w/ 1/2"Ox`12" ANCHOR BOLT AND LU c)
C3 0,
12-16d COMMON WIRE NAILS CD
70-8" u
0 2 C
0 -4
I �i 0 t(nn D < L� g -T
�j < -#-- a = C3
u u- co
4" CONCRETE SLAB w/ u 0 C3
C.6 2
_1\- FIBERMESH @ 1.5 LBS/CU.YD. au) cc0:) <
OF CONCRETE OR 6x6 W1.4xW1 I 6x6 P.T. 12"x12"x5.5" HIGH 0 V) u u
4 HEADER, SEE PLAN.--/ SYP NO.2 POST CONCRETE PIER
F2.5 WWF ON 6MIL VAPOR BARRIER 0)
:;-,, c: 0 N
IN PREPARED GRADE.-\\,, cn
7 _Ile
0 CL
GRADE 0 -5
S-2 ( 2)HTT22 CONN . ( 2- PLY)
ri tn
C
SCALE: N.T.S. 0 0
3'-O"x3'-O"x1'-O"d U
Ji CONCRETE FOOTING
W/ 4-#4 EACH WAY
E:7
L SECTION
3
3
SCALE: /4" 1'-0"
F1
K 1�
S-2
1 1 7'-911 10,�, 0" e-
2"xlO" P.T. SYP NO.2
8"x8" P.T. SYP No.2 POST BEYOND,
JOISTS @ 16" O.C. -rl--F EXTENDED FOR SUPPORT OF ROOF FRAMING.
F� 0
7
00 FLOOR DECK,
'*N11v I
S-2 I I
BEARING WALL
ABOVE, SEE
PLAN. (TYP)
RAILING SEE SCHEDULE.
I I PROVIDE 2x BLOCKING I DOUBLE 2"xlO" P.T. SYP No.2 HEADER
I Il BETWEEN TRUSS WEBS BEAM. FASTEN TO 8"x8" POST
7 F2.5 SEE ARCH AT TOP OF 2x12 OUTRIGGER. SIMPSON
S-2 LUS28 JOIST W/ 2pcs 5/8"0 HOT DIPPED
GALVANIZED THROUGH BOLTS
8-10dxl 1/2
,4, - ------ -- ----
NAILS AT 0
EA. JOIST LLJ _j
4" CONCRETE SLAB w/ 4to
-",\-FIBERMESH @ 1.5 LBS/CU.YD. 12
OF CONCRETE OR 6x6 W1.4xW1.4 PRE-ENGINEERED 2ol 0
WWF ON 6MIL VAPOR BARRIER 2x12 OUTRIGGER ADJ. TO CLIP, SEE FLOOR TRUSS 2V4
IN PREPARED GRADE.-\\ EA. FLOOR TRUSS ATTACH SCHEDULE 5.
i------ - "Av w/12d COMMON NAILS HEADER, SUGGESTED STEP AS PER ARCH., 6" MAX 0
Z-FLASHING
4x4 P.T. SYP#2 @ 4 to 0.C. SEE PLAN. /4 to P.T. SYP No.1 DECKING <
POST, TYPICAL. W/ 2pcs-10d RING SHANK
� 1 11 SIMPSON PA51 STRAP ANCHOR 7� STAINLESS STEEL NAILS AT 0 a-
4\ EMBEDDED IN WALL FTG. EA. OF r2 SECTION EACH INTERSECTIO!"! 0 <
GARAGE OPENING SEE 4/S-3. TYP. SCALE: 3/4" 1'-0" ATTACH LEDGER TO CMU STEM [-- 0-
WALL w/2-5/8"Ox6" EXP. V)
ANCHOR AT 24" OC. INTO _"'� Ld
SOLID FILLED CELLS
m
LJ 2"xl 0" P.T. SYP No.2 DECK
4 6B 4 F4.0 4 SEE 1/S-1A FOR GARAGE JOISTS @ 16" O.C.
2" PORTAL FRAME DETAIL 1pc SIMPSON LUS28 JOIST
S-2 S-2
S 2 -2 S-2 EACH END (TYP.) HANGER W1 8-10dxll/2 to r4--� SECTION
<6 1V NAILS
FOUNDATION PLAN �i SCALE: 3/4 to = 1 0"
SCALE: 3/16" = 1'-0"
GENERAL FOUNDATION NOTE LATERAL LOADS AND COMPONENTS & CLADDING UPLIFT CONNECTOR SCHEDULE (9) ANCHORING SYSTEM SCHEDULE SYMBOL LEGEND CUSTOMER
THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. MAIN WIND FORCE RESISTING SYSTEM COMPONENTS & CLADDING TRUSS CONNECTION TRUSS UPLIFT (LBS) U2M TRUSS CONNECTIONS SHOWN ON PLAN SHALL deT"\ LTT20B (SIMPSON) CBESTCON HOMES
RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, WIND DESIGN PER FBC 2001, SECTION 1606.2: (1)H8 OR (2)H3 < 745 SUPERCEDE TABLE AT LEFT. AT MULIPLE STRAP FOR GENERAL UPLIFT REQUIREMENTS AT WALLS INSTALL '/2x0 A307 THREADED WOOD BEAM ORTRUSS u OHD1 (QUICK-TIE) SUBDIVISION
TRIBUTARY INTERIOR EDGE STRIP TO DOUBLE CONNECTIONS, SPREAD STRAPS TO AVOID NAILING ROD OR '/.* QUICK-TIE ANCHORS PER DETAILS 1,2,3 & 6/S-3 WITH A MAX
DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, BASIC WIND SPEED 120 MPH (2)H8 < 1490 //////// INTERIOR LOAD BEARING WALL t1k) HTT16 (SIMPSON) HIDDEN PARADISE
ECT., SEE ARCHITECTURAL PLAN. ARCHITECTURAL PLAN SHOWN IMPORTANCE FACTOR 1.00 AREA (sf) ZONE a =3'-O" TOP PLATE 12)MTS12 < 2000 CONFLICTS THROUGH TRUSS. SPACING OF 6'-8" O.C., AT EXTERIOR WALLS & 4'-0" D.C. AT INTERIOR BEARING LOT UNIT BLOCK
HERE IN FOR REFERENCE ONLY. MEAN ROOF HEIGHT 24.0 FT QR MHTS20 < 2900 ONLY ROOF BRG. WALLS w/co RODS SHALL BE WALLS, AND AT ALL CORNERS AND WALL INTERSECTIONS. SEE SPECIAL ANCHOR 2x6 STUD WALL @ 16" O.C. V�V OHD2 (QUICK-TIE)
ROOF PITCH 12/12 10 +45.1 -48.0 +45.1 -56.8 HEADER 1 (2)HTS20+(2)H8 < 4390 STRAPPED PER SCHEDULE AA OF DETAIL 9/S-2. LOCATIONS INDICATED ON PLAN. SEE DETAIL B/S-2 FOR TYPICAL ANCHOR SW# SHEARWALL SEGMENT, SEE SCHEID. 6. HTT22 (SIMPSON) 24
INSTALLATION. INTERIOR PARTITION WALLS AND INTERIOR BEARING WALLS WITH CUSTOMER PLAN NAME
(D FOOTING SCHEDULE BUILDING CATEGORY 11 50 +41.5 -48.7 +41.5 -49.6 MEMBER SUPPORT CONNECTOR NO ROOF UPLIFT DO NOT REQUIRE ANCHORS. ANCHORS AT ENDS OF SHEARWALLS
EXPOSURE CATEGORY c I
_T STEP, SEE ARCHITECTURAL PLANS DESIGN/DRAWN
TYPE LENGTH WIDTH DEPTH BOTTOM BARS ENCLOSURE CLASSIFICATION ENCLOSED 100 +40.0 -42.8 +40.0 -46.5 TRUSS UT-6 BUILT-UP POST SEE DETAIL 1/S-1A MAY VARY, SEE SHEARWALL SCHEDULE 6 AND PLAN FOR LOCATION. AS AN HD8A (SIMPSON)
F2.0 2'-0" 2'-0" 11-011 3-#5 EA. WAY BOT. INTERNAL PRESSURE COEFFICIENT .18 ALTERNATE THE CONTRACTOR MAY INSTALL CONVENTIONAL STRAPPING PER SW#(PERF) PERFORATED SHEARWALL SEGMENT 0
F2.5 2'-6" 2'-6" I.-oll 3-#5 EA. WAY BOT. 1. DESIGN WIND PRESSURES REPRESENT THE NET PRESSURE (SUM OF SCHEDULE 3 FOR INTERIOR/EXTERIOR ROOF BEARING WALLS IN LIEU OF THE BRACE GABLE END PER 17/S-3 LAP/MRG
31_0#1 11-0o, EXTERNAL & INTERNAL PRESSURES) APPLIED NORMAL TO WALL ANCHORING SYSTEM SPECIFIED ABOVE. PA51 (SIMPSON) CHECKED
F3.0 3'-0" 3-#5 EA. WAY BOT. TRUSS ENGINEER TO PROVIDE A SPACING SURFACES. LAP
2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS THREADEDROD symeOLS, PER 3/S-3 & SEE 10/S- HCLDDOWN FASTENERS.
F3.5 3'-67' 3'-6" 1 1'-0" 4-#5 EA. WAY BOT. REQUIREMENTS OF BOTTOM CHORD BRACING OF THE PERMISSIBLE. 2FOR DATE
F4.0 4'-0" 41-011 1'-0" 4-#5 EA. WAY BOT. TRUSS WITHOUT USE OF RIGID CEILING DIAPHRAGM. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY WOOD PANEL SHEATHING SCHEDULE SHEARWALL SCHEDULE 12.14.04
FROM THE EXTERIOR WALL SURFACE.
0 HEADER, STUD, & BEARING WALL SCHEDULE 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED BUILT-UP POST FOUNDATION SEE FOUNDATION PLAN. ROOF WALL FLOOR SHEATHED PER SCHEDULE 5, WITH 2x- BLOCKING AT ALL PANEL JOINTS. SCALE
FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE. PORCHES
5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE a' FROM UPPER BOX COLUMN LOWER BOX COLUMN (2)CS16 AT EACH CORNER 7A6" 3/4" T&G PLYWOOD FLOOR PROVIDE ANCHOR AT EA. END OF SW PER SCHEDULE E?E-LOW OR SPECIAL AS NOTED
HEADER MAX OPENING JACK STUDS KING STUDS MAX. PLATE HT. 10'-V/5" SPF STUD GRADE OR SPF #2 '/2" CDX PLYWOOD Qf3 7/16" V2" COX PLYWOOD OR
1HE CORNER OF THE BUILDING SHALL BE DESIGNED FOR THE EDGE OSB ROOF SHEATHING, NAIL OSB SHEATHING NAILED w/ DECK, GLUE AND NAIL W/ HOLDDOWN AS IINDICATE:D ON PLAN. PROVIDE DBL. STUD AT EA. END OF JOB NO.
(2)2x6 41-4po 1 1. 0 1 FLOOR STUD SIZE AND SPACING - STRIP PRESSURES. OTHERWISE, USE INTERIOR ZONE PRESSURES. E30X COLUMN FOUNDA11ON (1)LTT20B (SEE 2/S-2) w/8d COMMON NAILS @ 6" 8d COMMON WIRE @ 6" 10d COMMON 0 6" O.C. SHEARWALL (KING STUDS AT HEADER MAY SERVE AS DBL. STUD). IF
(2)2x8 6'-4': 1 2 FIRST FLOOR 2x6 @ 16" 6. DESIGN OF WINDOWS/DOORS FASTENEING TO THE WALL FRAMING IS HEADER BEAM BOX COLUMN (2)HTS20 O.C. EDGE & 6" O.C. FIELD O.C. EDGE AND 6" O.C. EDGE & FIELD CONVENTIONALLY STRAPPED, ANCHOR SECOND STORY END STUDS TO FIRST SHEET
(2)2xlO 8o-4' 1 3 SECOND FLOOR 2X6 @ 16" THE RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & HEADER BEAM POST (2)HTS20 (@ GABLE ENDS DECREASE FIELD. PROVIDE 2X4 FLOOR WALL FRAMING w/ (3) CS16 OR APPROVED EQUIVILANT.
(2)2xl 2 10'-4" 2 3 SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. POST FOUNDATION (1)ABU44/66
SEE PLAN 1 6P-4'v 2 3 THIRD FLOOR 7. THE ABOVE NOTED PRESSURES HAVE ALREADY BEEN REDUCED 15% EXTERIOR BEARING WALLS & INT, SHEARWALL EDGE NAIL SPACING TO 4" BLOCKING AT ALL JOINTS LAQL NAILING & END ANCHORAGE OF SHEARWALLS
I I BY USING THE 'WIND DIRECTIONALITY FACTOR.' THE WIND O.C. WITHIN 4'-0" OF ROOF (FOR NAILING @ SPECIAL SW1: NAILING- 8d COMMON W1RE NAILS 0 3" O.C. EDGE & 6" O.C. FIELD
11. TYPICAL HEA'DER SYP #2 U.O.N. ON PLAN. 1. DBL. TOP PLATES & SILL PLATES SHALL BE SYP #2 DIRECTIONALITY FACTOR Kd=0.85 IS APPLIED PURSUANT TO THE SILL PLATE FOUNDATION ALL EXT. WALLS & INT. SW PROVIDE '/2%6" 19 EDGE). SHEARWALLS, SEE SCHEID. ANCHOR- 5/a"O ROD OB (2)/2"0 RODS QB (2) V," CUICK-TIES
2. JACK AND KING STUDS SPF#2. 2. PLATES IN CONTACT w/ CONC. OR CMU SHALL BE P.T. DECLARATORY STATEMENT CASE #DCA02-DEC-115, DATED 09/12/03, THREADED RODS w/ 2x2x'/B" PLATE WASHER 6. FOR SHEARWALL SW2: USE SW1 NAILING, EXCEPT SHEATH BOTH SIDES OF STUDS S - 1
3. SEE DETAIL 9/S-2 FOR TYPICAL FRAMING. 3. SILL PLATE ANCHORS SHALL BE PER SCHEDULE 3. BY THE FLORIDA BUILDING COMMISSION, FOR SELECTING COMPONENTS DRILLED & EPDXIED @ 32" oc BETWEEN THREADED LOCATIONS, SEE PLAN) ANCHOR- w/ (2) 5/,,"0 RODS OR (2) Yg" QUICK-TIES
4. HEADERS INDICATED ON PLAN SUPERSEDE THIS TABLE. 4. STUD SIZE INDICATED ON PLANS SUPERSEDE THIS TABLE. THAT ARE TESTED & HAVE PRODUCT APPROVAL WHICH STIPULATE ROD ANCHORS INCLUDING BENEATH WINDOW SILLS. SW3: NAILING- 8d COMMON WIRE NAILS @ 6" O.C. EDGE 6" O.C. FIELD
A SPECIFIC "DESIGN LOAD RATING." NO FURTHER REDUCTION
PROVIDE (2)2xl2 SYP#2 HEADER @ GARAGE U.O.N. ON PLAN.I ARE ALLOWED. GARAGEHEADER IJACK STUDS 1(2)MSTA24 EXAMINE ALL SECTIONS & DETAILS FOR SPECIAL NAILING BLOCKING CONDITIONS. ] ANCHOR- w/ '/2"0 ROD OR V," QUICK-TIE SHEET 1 OF 4
REVISIONS BY
0
COMPLETELY SHEATH TRUSS UT16
& PB-5 ON OUTSIDE FACE w/
4X4 POST. 5/8" CDX PLYWOOD w/ 8d COMMON 4X4 POST.
@ 6" O.C. EOGE & FIELD.
EXTEND HEADER 4 -0
TRUSS UT16 (2) SIMPSON MST160 STRAPS, TO FAR SID
cl
EACH END, CONTINUOUS DOWN OF WALL.
OPPOSITE FACE ABOVE AND
4x4 SYP#2 BELOW BOTTOM OF HEADER.
(2)13/4 x 11 (2)131, x 11 V4 (2)13/4"xl 1 V4
— POST THIS END CN
MICROLAM 1.9E LVL MICROLAM 1.9E LVL rI MICROLAM 1.9E LVL If - 5/8" THREADED ROD, SEE 0 L IH Z P GST;l 6 6 P E
OF TRUSS Fl 2. x
C14 CN SCHEDULE 6 ON S-1.
POST FROM POST FROM ZONE AT 3" O.C.
ABOVE. ABOVE. 7 BOTH WAYS.
WALL SHEATHING, F >p E �115 3 311
00 V) COMPLETELY SHIiATH EXTEROR
Z!4z — ----��_ PORTION TO BE
V) EACH SIDE.
(3)2x4 SPF#2 :2 DI PORCH SOFT w/ 1/2" COX, REMOVED.
co cr- I
POST THIS BLOCKED T ALL PANEL NAIL ENTIRE CORNER
END OF BM#8. (3)2x4 SPF#2 EDGES. ASTEN w/ 8d BALLOON FRAME 2x6 WALL ZONE AT 3" O.C.
14
W_ eSW-27 SW-2. POST THIS END COMMON @ 6" DGE & FIEI n FULL HEIGHT TO BOTH WAYS.
eo"_
I qI-o
L
A
W_
OF TRUSS Fl 2. T UNDERSIDE OF ROOF DECK.
x12 N (4)2x4 MIN.
CORNER SHEATHING
(2)2x4 SYP#2 POST (SINGLE PIECE) DETAIL
4x4 P.T. SYP
CN
Y(2)1 3/4"xl 1 '/4 THIS END OF TRUSS UT18. (4)2x- STUDS, SEE
POST, TYPICA j
(5 PLACES) MICROLAM 1.9E LVL L FASTEN TO FLOOR TRUSS DETAIL A-A FOR a)
BELOW W/ SIMPSON (2)HTS30 CONFIGURATION. 5/8"0 THREADED
ROD.
Lo
PA51 STRAP, SEE C14
X TRUSS UT18 DETAIL 4/S-,3. 4- co,I
C3 Lu C)
(14 *5 — :c)
C14 DET
0 o
4x6 SYP#2 POST "S A-A :5 < c"
BOTH ENDS OF BM#6. (2)1 4 Xl 4 POST Ln 4-
2i6:::�P-F#'z EDGES NAILED < .6 tc 'c-, Go
ICROLA 1.9 L L Lo NAILS @ 3" O.C. u 0 a :m
— L w/ 8d NAILS AT u co
x g� THIS END O�r AT EACH STUD. o-5 2 o <
TRUSS U T3. Z)
Ir 3" O.C. TO EACH 0
TRUSS UT3 -0 -5:
(3)2x6 SPF#2 POST STUD THROUGHOUT DETAIL A—A 0) 0) cy,
THIS END OF LVL. (3)2x6 SPF#2
a.
POST THIS END (2)2x4 SPF#2
POST T IS END 0 75
POST OF BM#4. PA51 STRAP AT
FROM OF TRUSS UT22. GARAGE DOOR
ABOVE. BM
4
vn— (2)2x6 SPF# OPENING, SEE 4/S-3 0 0
'ZIZ-7f I
THIS END OF us$wu
Lo U S
�U T2
>
x
co
Ld
O� FROM :2 r
m (3YZ)�4 SPF#2
VE.
ABO P&� THIS END
OF TRUSS UT2. G L I
BM#3 (310 X :2 ARAGE DOOR PORTAL FRAME
2x`10 FLOOR FRAMING 24" O.C. <
ATTACH JOISTS TO BOT. CHORD OF POST SCALE: 3/4" l'-O"
(3)2x4 SYP#2 POST
ATTIC TRUSS w/ SIMPSON LUS28. FROM 04 cr
u
ABOVE. BOTH ENDS OF LVL.
(3)2x4 SPF#2 POST (3)2x6�SPF#2 POST I
r—- -- 4 3- -1
THIS END OF BM#7. BM THIS E D OF BM#7. 4-
1 JIL
sw—i TRU,§�_UT6
3)2x4 S'(:)#2
�JSY lU
POST THI 7-ND 1'_-4742�11N —
X�
P, #2 T
OF M#l. Q Fp 0
CN 1 .
(3)2x4 SYP#2 POST THFS:�:W-OF- RUSS' U
- ------------- BOTH ENDS OF HEADER.
POSTS FROM
POST FROM
ABOVE.
AB
OVE.
LEDGER, SEE
sw-i E-TAIU 16r/
2x10 FLOOR FRAMING @ 24" O.C.
ATTACH JOISTS TO BOT. CHORD OF 0
ATTIC TRUSS w/ SIMPSON LUS28.
LJJ
PLACE GABLE END TRUSS TO THE INTERIOR FACE
OF BALLOON FRAMED 2x6 WALL AND FASTEN TRUSS
-VERTICALS TO BALLOON FRAMED WALL w/12d COMMON 0 Lli
WIRE NAILS @ 6" O.C. FASTEN GABLE END TRUSS V)
w/ SIMPSON H8 AT EACH END. CONVENTIONALLY
A STRAP WALL UNLESS OTHERWISE NOTED.
4x4 P.T. SYP#2
POST, TYPICAL. (3)2x6 SPF#2 <
POST THIS END SEE 4/S-3 FOR
OF BM#l. GARAGE WING WALL
77 .......
7.7.
DETAIL (TYP.) .............. ........... .......
NOTE: *BM #* INDICATES BEAM ............. .......... ...
. . . ............ ....... ......... .............................
...... ... .......... .......
.... ........... ................ n
. ...........
cf)
PER TRUSS PACKAGE, DESIGNED tW-2 SW 2 sw ......
.......... ...... .....
BY DELEGATED ENGINEER. .......
Ld
PROVIDE 2x`12 xl2'-O" SYP #2 OUTRIGGER m Li
2 1-3/4 x 11 V4 ADJ. TO EACH F4 FLOOR TRUSS. FASTEN TO SECOND FLOOR SHEARWALL FRAMING PLAN-
MICROLAM 1.9E LVL WEBS & CHORDS OF FLOOR TRUSS W/12d SCALE: 3/16" = l'-O"
COMMON @ 4" O.C. (TYP). PROVIDE SOLID
BLOCKING WITHIN FLOOR TRUSS ALLIGNED W/ PLAN NOTES:
FIRST FLOOR SHEARWALL FRAMING PLAN TOP OF 2X12 OUTRIGGER FOR FASTENING. 1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF FRAMING MEMBERS.
SCALE: 3/16" = l'-O" SEE DETAIL 2/S-lA. 2) WHERE SECOND LEVEL POSTS ARE INDICATED ON THE SECOND LEVEL PLAN, PROVIDE SAME
POST ALIGNED WITH UPPER POST ON FIRST LEVEL. STRAP UPPER LEVEL POST TO LOWER LEVEL
PLAN NOTES: POST QE TO LOWER LEVEL BEAM WITH (4)CS16. FASTEN POST TO FOUNDATION w/ HTT22,
1) BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE SECOND FLOOR FRAMING MEMBERS. U.O.N. ON SHEET S-1.
2) ALL BEAMS & HEADERS NOT SPECIFICALLY ADDRESSED ON PLAN OR SCHEDULE THAT SUPPORT 3) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH
ROOF FRAMING (EITHER DIRECTLY OR THAT SUPPORT AN UPPER LEVEL WALL THAT SUPPORTS BEARING END OF SUPPORTED MEMBER. CUSTOMER
ROOF FRAMING) SHALL BE SUPPORTED BY AN IN-WALL BUILT-UP POST CONSISTING OF (3)2x 4) Y MARKS INDICATED ON PLAN ARE FOR THREADED ROD ANCHORS REQUIRED FOR SHEARWALLS r BESTCON HOMES
SPF#2 TO MATCH WALL DEPTH INDICATED (U.O.N.). FASTEN BEAM TO POST (OR HEADER) WITH AND OTHER SPECIAL CONDITIONS. ADDITIONAL RODS FOR GENERAL UPLIFT ARE REQUIRED, SUBDIVISION
(2)HTS20. FASTEN POST TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED SEE SCHEDULE 4. HIDDEN PARADISE
IF THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND A THREADED ROD IS 5) SEE 19/S-3 FOR CONVENTIONALLY FRAMED ROOFS NOT FRAMED BY PRE-ENG. ROOF TRUSSES. LOT UNIT BLOCK
WITHIN 6" OF THE SUPPORT POST. 24
3)SEE DETAIL 13 & 14/S-3 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR & ROOF CUSTOMER PLAN NAME
TRUSSES & FOR ATTACHMENT OF EXT. WALLS THAT TERMINATE BETWEEN TRUSSES. DESIGN/DRAWN
4) POSTS INDICATED ON PLAN SHALL BE PLACED WITHIN WALL DIRECTLY BENEATH LAP/MRG
BEARING END OF SUPPORTED MEMBER.
5)SEE SCHEDULE 4 FOR ANCHORING SYSTEM SPACING FOR GENERAL UPLIFT REQUIREMENTS. CHECKED
LAP
DATE
12.14.04
SCALE
AS NOTED
JOB NO.
SHEET
S - 1 A
�s'HEET 2 OF 4
WALL STUDS AND SHEATHING, 8" Structural Notes:
PROVIDE ANCHORS PER A BOXED COLUMN, QUICK-TIE (ALTEr--NATE)
UPLIFT CONNECTOR AT TOP AND BOTTOM V REVISIONS BY
SEE SCHEDULES 2, 5 & 15. __'\� 4 OF STUDS, SEE SCHEDULE 3. OMIT @ SCHED. 3 ON S-1 @ FND SEE 12/S-3. 0 F- 1. Design in accordance with requirements of the Florida As on alternate to the threodc�, rod anchors
LLJ Building Code 2001. specified within these document-,, the contractor
AT BOX FRAME THAT IS Z !2 Dead loads: (actual) Live loads: (uniform)
SILL PLATE CONNECTION, THREADED ROD ANCHOR SYSTEM UPLIFT CONNECTOR AT TOP AND BOTTOM ED i�: may choose to instoll Quick-T;(7 (TM) Wire Rope
STRAPPED TO BEAM ABOVE. Floor 13.5 psf Floor 40.0 psf
OF STUDS, SEE SCHEDULE 3. OMIT @ (OT) as fabricated by Ouick-Ti- Products, Inc.
SEE SCHEDULE 3 ON S 1 #5 CONTINUOUS, PROVIDE .....4 0 co Roof 13.5 psf Roof 16.0 psf (T.C.L.L.)
-2. WALL STUDS AND SHEATHING, I THREADED ROD ANCHOR SYSTEM 1 < '/2" rods shall be replaced wit!- '/," OT &
AND DETAIL 8/S CORNER BARS (TYPICAL) ......1 1#5 CONTINUOUS, PROVIDE _J Attic 10.0 psf (B.C.L.L)
SEE SCHEDULES 2, 5 AND 6.
1 809 V) (see paragraph 6 below for reduction of load combo) rods shall be replaced with Ya OT, U.O.N.
AT WALLS 4'-0" HIGH, I Ir -_ 4 SILL PLATE CONNECTION, CORNER BARS (TYPICAL) ----, d DETAIL AA :N Quick-Tie (TM) products shall Lle installed by a
PROVIDE TEMPORARY ----------- - SLAB ON GRADE, -------- SEE SCHEDULE 3 ON S-1 2. Deflection criteria: factory trained and licenced ir, !-'aller. 14" & W,
/ I Roof framing live load L/240 total load L/180
BRACING UNTIL 7 DAYS - SEE PLAN. CONT. BRICK LEDGE AND DETAIL 8/S-2. SLAB ON GRADE, QT's shall hove minimum ollo%-,,-'-Ie capacities of
(AT BRICK 0
AFTER SLAB IS POURED. EXTERIOR GRADE
Ld
SEE PLAN. Floor framing live load L/480 total load L/360 2850# and 6540#. respectively— OT wire rope
NLY) < shall be pretensioned to elimin'e the
SLAB ON GRADE, OR SLAB ON GRADE, - 1-- 3. Lateral loads:
SEE GENERAL STRUCTURAL 4 4 -\- \\8" THICKENED SLAB (UNLESS
4 V) LJ herent 'a oil helically-laid
1-17 Wind design per FBC 2001, section 1606.2 constructional strecth in
4 SEE PLAN. SEE PLAN AND ARCH. ;ioning forces
NOTES 11, 12 & 13 / 0 X LLJ INDICATED AS A LARGER FOOTING wires and strands. The preter
AT TJ 6 0 P E
< See sheet S-1 for Lateral Load specs.
1 8" CMU STEMWALL w/ #4 4 d V)
A ON PLAN required at instolicion shall ect.ol the above listed
1 3. *
_4 V SHALL BE MIN. 4"
0 2�1 11-1\ WIDER THAN WIDTH OF BOX 4. Reinforced Concrete: f'c = 2500 psi allowable capacites. See 3/S-3 for pretensioning
@ 48" O.C. VERT. REINF. N - 4 1 A Design as per ACI 318 latest edition strech table. EC.T% 2004
" - J. - , .0 . 4
2 CENTERED IN WALL GROUT :2 -
4
00 - COLUMN, SEE DETAIL AA ABOVE. Required compressive strengths: All Concrete (u.n.o.)
ALL CELLS SOLID. FIELD
r- V 5 3 3 11
CN14 00
V�, o- Unless otherwise shown on drawings, minimum concrete cover for reinforcing shall be 3" footings and mesh
BEND INTO SLAB. 8" CMU STEMWALL w/ #4 @ 48"
shall be centered in slab on grade. In all continuous footing provide #3 @ 48" oc or rod :hairs . Provide
4 ALT. FOOTING AT 4 "�� O.C. VERT. REINF. CENT'D IN
0 4 2-#5 CONT. &.1 continuity of reinforcing at intersections of perpendicular concrete elements by installing corner bars, minimum
BUILDERS DISCRETION.
0. #4 DOWEL TO MATCH (3-#5 CONT. @ BRICK LEDCE) 311 WALL GROUT ALL CELLS SOLID. of 40 bar diameters into each element. All reinforcing steel shall be placed in accordar.ce with the typical bend
0 diagrams and placing details of ACI standards and specifications. All reinforcing steel be held securely in
WALL REINFORCING. 6 1200 1-STORY FIELD BEND INTO SLAB. position with standard accessories during placing of concrete. Splices in reinforcing. whc� permitted, shall be
CONTINUOUS CONCRETE
2-STORY #4 DOWEL TO MATCH WALL REINF. 40 bar diameters. Reinforcing steel - ASTM A615 grade 40, welded wire fabric - ASP. A185.
5. Foundation: Soil bearing (Design Maximum): 2500 psf
31' CLEA .1 200' FOOTING w/ 2-#5 CONT. 20" CONT. CONC. FOOTING w/ 2-#5 CONT. If the ftg. elevations shown occur in a disturbed or unstable soil. the engineer shall be r,�tifiecl.
(TYP.) 3" CLEAR (TYP 6. Pre-Engineered wood roof and floor trusses: Design of oil pre-engineered wood trusses �',oll bear the seal of
an engineer in the State of Florida. All trusses shall have temporary bracing per "Comr-intory and
S Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, -41B-9l." for their
STEM WALL & FOOTING MONOLITHIC EDGE FOOTING 2� TEM WALL w/ THICKENED FOOTING
bracing requirements, notify engineer. Provide permanent bracing per truss mfr. Shop drc%,iings. he contractor
SCALE: 3/4" V-10" (SIM. AT PORCH EDGES w/o WALL) ��2 SCALE: 3/4" 1'-0" \,,�2 SCALE: 3/4" = 1'-0" (SIM. w/ POST INSTEAD OF BOX COLUMN) shall provide 1x4 SYP#3 or better bottom chord bracing perpendicular to truss bottom cl--rds and attached to
each truss with 2-8d common nails. At end walls provide diagonals (approximately 457,' to the adjacent
exterior perpendicular wall and between each line of bracing to form a zigzag pattern all �onstructecl of the
some bracing material. Also along exterior walls parallel to bottom chord bracing providr-, diagonals in the end 04 r11
WALL STUDS AND SHEATHING, space between the wall and the first line of bottom chord bracing at a maximum spocir,., of 20 feet. For wind N in
WALL STUDS AND SHEATHING, a LU M LO
0
SEE SCHEDULES 2, 5 & 6. uplift, trusses shall be designed w/ a min. dead load condition of 5 psf top chord & 5 -.7f bottom chord. D
-4, SEE SCHEDULES 2, 5 & 6. U _0 C .
UPLIFT CONNECTOR AT TOP Reactions calculated for the bearing points of roof trusses shall be reduced in occordonc� w/ FBC Section 0
1609.4.3. Specifically. attic floor live loads combined w/ roof live load shall be multiplied by 0.75 when 0 > .2 C4
SILL PLATE CONNECTION, AND BOTTOM OF STUDS, SEE UPLIFT CONNECTOR AT TOP AND BOTTOM (n < U_ >�
WOOD PANEL SHEATHING IF SILL PLATE CONNECTION, combined w/ dead load. See FBC 1609.4.3 for all req'd. Truss engineer shall be respons,'Ule for all truss- (In ' 0
< C3 =
o u_
SHEARWALL, SEE PLAN AND INTERIOR STUD BEARING SEE SCHEDULE 3 ON S-1 SCHEDULE 3, OMIT @ THREADED SEE SCHEDULE 3 ON S-1 OF STUDS, SEE SCHEDULE 3. OMIT @ to-truss calculations & connections. (uniess a special conn.r design is req'd that is not cvailoble from vendors) 0 0
WALL, SEE SCHEDULE 2. AND DETAIL 8/S-2. ROD ANCHOR SYSTEM THREADED ROD ANCHOR SYSTEM C,5 2 ((13 wa) ccs <
SCHEDULE 4. AND DETAIL 8/S-2. 7. Wood Shearwolls: Sheathing for shearwall shall be as indicated on Schedule 5 and holddc-i as indicated .4- CA a, U
0 v) 0 .99
8" CMU STEMWALL w/ #4 on Schedule 6. SW# (PERF) indicates a perforated shearwoll segment per building code �,ction 2313.2.2. .a .- C"ll
UPLIFT CONNECTOR AT TOP 1#4 CONTINUOUS, PROVIDE 00) > V
This SW type is designed as one long wall segment including the windows/door openings %ith a holdclown ov. r- C-4
SILL PLATE CONNECTION, @ 48" O.C. VERT. REINF. = C: 0
AND BOTTOM OF STUDS, SEE CORNER BARS 3' EA. SIDE required only at the extreme end. -e
1 11 CL
SCHEDULE 3. OMIT @ THREADED SEE SCHEDULE 3 ON S-1 CENTERED IN WALL GROUT 0 - U
AND DETAIL 8/S-2. ALL CELLS SOLID. FIELD 1 4. SLAB ON GRADE, OF RECESS. (TYPICAL) 8. Reinforced Masonry. Design per ACI 530 current edition required compressive strengths:
4
ROD ANCHOR SYSTEM < - SEE PLAN. Masonry walls and columns f'm = 1500 psi CL V)
BEND INTO BOND BEAM. 5 /2 Reinforcing steel - ASTM A615 grade 40
SLAB ON GRADE, 0 0
SLAB ON GRADE, __J U
4�. SEE PLAN. All concrete masonry units shall be composed of ASTM C90,E grade N-1 hollow conc. mcsonry units wl
A.,
--- SEE PLAN. type 'S' mortar. Wall coursing shall be running bond, stock bond shall not be us
vertical reinforcement with 3000 psi pea rock conc. grout. Splices in reinforcing, where r -mitted, shall be
0 48 bar diameters all cells below finished grade shall be grouted solid. All exterior woll�- -,hall be reinforced
2�
:2 ,
41L Do - 8" x 8" BOND BEAM 04
full height with: #4 @ 4'-0" o.c. max.
w/ 1-#5 CONT. PROVIDE #4 at each corner, wall ends, & wall intersections
CORNER BARS (TYPICAL)
3" At sternwalls contructed of 5 or more courses, provide horizontal joint reinforcement at o.c. vertically,
1-S 16" 0
, -,, , -4 .. 4. ALT. FOOTING AT (every other course) unless noted otherwise. Lop joint reinforcing 6" minimum.
2-#5 CONT. it
2-STORY 20" 2-#5 CONT. BUILDERS DISCREATION. 9. Timber: Wood framing shall be in accordance with chapter 23 of the Florida Building Code, unless otherwise
CONTINUOUS CONCRETE noted herein. PT lumber indicated in sections and plans indicate a preservative treated li-riber. Such lumber
2-STORY 16" shall be preserved with Sodium Borote (DOT-Disodium Octaborate Tetrohydrate). If howe.-r, ACO or Non-DOT
3" CLEAR 209# FOOTING w/ 2-#5 CONT. SEE 1M/S-2 FOR BRICK Borote preservative treatment is used, oil attached fasteners shall be Hot Dipped Galvon;,A. If ACZA
(TYP.) LEDGE AT BRICK ONLY. preservative is used, all attached fasteners shall be Stainless Steel.
10. Fasteners & Epoxy- Embedment of expansion bolts shall be 3/4" minimum in concrete & 5/4" in grouted
B S TE 4M Cu masonry. Epoxy shall be 'SET epoxy-tie adhesive' by Simpson or approved equal, embed-ent of rods
K-3 EARING AT INTERIOR r4 M WALL AT GARAGE RB AT GARAGE or rebor dowels shall be 12 bar diameter minimum, uon. Holes shall be 1/4" larger than -,bar size &
SCALE: 3/4" 1'-0" \�,�2 SCALE: 3/4" 1'-0" S-2 SCALE: 3/4" = 1'-0" larger than threaded rod size.
11. Anchor bolts embedded in concrete shall conform to ASTM A307 w/ 3" hooks x specifier' length. Bolts
shall be cleaned with a solvent such that they are free of any oily residue.
WALL STUDS SLABON GRADE, SLAB ON GRADE, 12. Bracing: Provide all temporary bracing, shoring, guying or other means to support struc,ural elements in
UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE & SHEATHING, UPLIFT CONNECTOR AT TOP AND BOTTOM OF STUDS, SEE 1#5 CONT. SEE PLAN. 1#5 CONT. -� VSEE PLAN. place during construction.
WALL STUDS AND SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM SEE SCHEDULES 4 4
SCHEDULE 3. OMIT @ THREADED ROD ANCHOR SYSTEM
2, 5 & 6.
SHEATHING, SEE plumbing d owings for embeds. openings, sleeves, etc. Which ore not shown on structural
00
SCHEDULES
14. Means and Methods: The structural engineer shall not have control or be responsible fc- construction
2, 5 & 6. SEE ARPH PLAN SEE 7C/S-2 1#4 EXTENDED 3' EACH means, methods. techniques, procedures, or sequences; for the acts or omissions of the contractor, or any
SILL PLATE SIDE OF RECESS. (TYPE.) 8 other persons performing the work or for the failure of any of them to construct the vvc-k in accordance
CONN ECTI ON, 8"x8" THICKENED 12 x12" THICKENED w/ the contract documents.
SEE SCHEDULE.
1 1 ISLAB ON SEE ARCH PLAN -- SEE 7C/S-2 EDGE w/ 1-#5 EDGE W/ 1-#5 15. Shop Drawings: Shop drawings shall be prepared and submitted to the Engineer and Arc-�tect for review for
5 2" 1 GRADE, ------/ CONTINUOUS. CONTINUOUS all structural elements utilizing prefabricated components.
4
1-#5 CONT., PLAN.
SEE
4 . ,1 A , V 7 / T 16. Schedules: Schedules & specifications for the following items appear on sheet S-1: wall studs, structural
SLAB ON 6B
PROVIDE CORNER 4.. 5- r6A THICKENED SLAB HICKENED SLAB wood panel sheathing, uplift connectors, shearwolls, headers, spacing of threaded rod onc'-or. V)
BARS (TYP.) GRADE,
SEE 17. All exterior porch ceilings shall be sheathed with one of the following: LLJ
4 PLAN. lll`\�2 SCALE: 3/4" 1'-0" ��2 SCALE: 3/4" = V-10" V)
4 .. . / /- /%.-. - 1/2" Gypsum (waterproof) green board. w/ 5d cooler nails 0 6" o.c. edge & field
F_
\X (or greater) CDX plywood, w/ 6d common nails @ 6" o.c. edge & field
SHOWER PAN SLOPES TO DRAIN, SEE _J 1 1 1-,- 1 0
ARCH PLAN. MAINTAIN 4" MIN. 4 1 I'll S HEPULE AA SCHEDULE BB Z "48
SLAB THICKNESS. CONNECTOR A SPH4/6 016" O.C. SPH4/6 @32" O.C. 18. Curved frame walls shall be constructed with studs at 8" o.c. (stud size and species as -ndicated on S-1).
SHOWER PAN SLOPES TO DRAIN, SEE ARCH 2nd LVL KING B CS16 @32" O.C. CS16 @32" O.C. Sheathing shall be 3/8" CDX plywood installed with the strong axis vertically on the exte,;cr surface of
Id . . A.. . I STUDS TO 1 st Of - 0.C. the wall. Fastening shall be with 8d common wire nails 0 6" o.c. edge and field. _J
4 1 -4 PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. 0 C SPH4/6 032' SPH4/6 @32" O.C. <
8" CMU STEMWALL w/ #4 @ 48" O.C. VERT. LVL FRAMING.
f__ 19. Limit of Structural Engineers Design Responsibility. The items specifically designed by t�� structural
0 MSTA24 TO 4' WIDE MSTA24 TO 6' WIDE 0
Lu D
REINF. CENTERED IN WALL GROUT ALL CELLS ALT. FOOTING AT BUILDERS DISCRETION. engineer ore limited to the following: continuous load path for wind uplift, wood panel z1-corwalls, wall
SOLID. FIELD BEND INTO CURB. PROVIDE Z (2) MSTA24 TO 9' WIDE (2) MSTA24 TO 12' WIDE framing & req'd sheathing & headers directly supporting roof framing. Items not clesic�i-d ore pre-
Z engineered wood floor & roof trusses, floor framing not specifically addressed, truss-to t-iss connections,
SEE 1M/S-2 FOR BRICK 0 LTT20B TO 4' WIDE LTT20B TO 6' WIDE
CORNER BARS (TYPICAL) LEDGE AT BRICK ONLY. 1 0 E HTT16 TO 9' WIDE HTT16 TO 12' WIDE and any architectural, mechanical or electrical system. <
CS16 TO 4' WIDE CS16 TO 6' WIDE
=) <
PROVIDE BOLID F (2) CS16 TO 9' WIDE (2) CS16 TO 12' WIDE CONNECTOR NOTES: SIMPSON STRONG-TIE QUICK-TIE (ALTERNATE)
STEMWALL BL DCKING BETWEEN CONNECTOR ry :D Of
r5 w/ SHOWER RECESS MONO. EDGE w/ SHOWER RECESS ALL TRUSS-TO-TRUSS
\�,�2 SCALE: 3/4" = V-10" '\�2 SCALE: 3/4" = V-10" FLOORS. 2nd LVL WALL STUDS TO 1 CONNECTIONS SHALL BE PROVIDED CONNECTOR FASTENERS CONNECTCDl FASTENERS 0 LL
2*
1 st LVL WALL STUDS OR BY DELEGATED TRUSS ENGINEER. A35 12-Sdxl 1/2
FRAMING CONNECTOR 3. WHEN USING TWO STRAPS ON H 2.5A 10-8d HA4 9-1 0dx1 V2
1#4 EXTENDED SINGLE PLY TRUSSES, PLACE H3 -
3' EACH SIDE ANCHOR CONNECTOR A STRAPS DIAGONALLY ACROSS DBL. H8 8-8d
WOOD PANEL SHEATHING IF STEP, SEE ARCH. OF RECESS. 3" (TYPICAL DRILLED & EPDXIED THREADED TOP PLATE FROM EACH OTHER. USE MTS12 14-1 Odxl
SHEARWALL, SEE PLAN AND - 4. \- DOUBLE TOP PLATE THE FASTENERS TO RIGHT. MTS1 2 14-1 0dx1 V2
ROD ANCHOR, SEE GENERAL
SCHEDULE 4. (TYP.) NOTES AND DETAIL 2/S-3. TO WALL STUD. 4. 5/,"0 OR 7/,"0 THREADED RODS HTS20 24-1 Odxl '/2
INTERIOR STUD BEARING FTG. PER HEADER, SEE SCHEDULE 2 SHALL BE EPDXIED TO SLAB CS16 22-1 Od (') MS36 126-10dx1'/2"
UPLIFT CONNECTOR AT TOP WALL, SEE SCHEDULE 2. GA, FOOTING w/ 5" EMBEDMENT. OR TO LTP4 12-8dxl'/2 LS12 5-1 Odxl'/2"
41/4 CONNECTOR D STEM WALL w/12" EMBEDMENT. MSTA24 18-10d MS24 18-1 Odxl '/2
STUDS EA. SIDE (SEE 8/S-2 FOR TYP. ANCHOR
AND BOTTOM OF STUDS, SEE 5A (NOT MINIMUM NUMBER OF KING J
SCHEDULE 3. OMIT 0 THREADED SHOWN). EMBEDMENT IMPSON H3 AT SAME HEADER TO JACK MSTA30 22-10d
SILL PLATE CONNECTION,
OF OPENING, SEE ZS
(D ROD ANCHOR SYSTEM SPACING AS CONNECTOR A INSTALLATION & EMBEDMENT V, HTT16 (see below) OHD2 W)
0 1 SEE SCHEDULE 3. 7 B @ CURB SCHEDULE 2. STUD .�(see bel
RODS) LTT20B (see below) OHD1 !(see below)
U) STEP, SEE ARCH. PLAN. r SILL PLATE, ROUGH OPENING SEE ARCH. 5. (*) INDICATES USE OF HALF OF SPH4/6 10-10dxll/2" LS18
-4- SLAB ON GRADE, SEE SCHEDULE 3. SLAB ON GRADE, I FASTENERS AT EACH END OF LUS28 6-10dxl'/2" to ledger & 4-10d to truss
- SEE PLAN. SEE PLAN. AT OPENINGS LESS CONNECTOR.
171 NUMBER OF JACK STUDS THAN 4' PROVIDE 6. (**) BEND LS18 STRAP OVER DBL. HUS28 20-10dX1 2 to ledger & 8-10d to truss
4 rea e
SEE SCHEDULE 2 ABU44/66 stemwall w/ Simps _cooxy or equivalent.
BOLT OR ROD ANCHOR PLATE w/ 5-10d AND FASrEN TO on 'set' DATE
KING STUD TO STUD W/8-10d. Fasten to post w/ 12-16d
CONNECTOR EACH SIDE OF OPENING, SPH4/6 AND ANCHOR
8"X16" THICKENED FOUNDATION. WITHIN 6", UNLESS HOLDDOWN ANCHORS
0 PROVIDE SAME EDGE < 61 SHEARWALL ANCHOR r�_
0) E is PRESENT. HTT16 18-16d COMMON NAILS TO POST & 5/8"0 A307 THREADED ROD TC. FND. DESICN/DRAWN
0 1-STORY 16" ARCH. SLAB FOOTING. REQUIRED FOR SHEAR NOT HTT22 32-16d SINKERS NAILS TO POST & 5/8"0 A307 THREADED ROD TO FND. LAP/MRG
0 SHOWN FOR CLARITY, SEE CHECKED
9 w/ 2-#5 CONT. STEP, SEE DISTANCE AT MONOLITHIC ADDITIONAL FASTENERS
N (4" MAX.) I r F__ 7/8"0 A307 THREADED ROD To FND.
2-STORY 20" EQUAL TO SLAB ;-_ 6% HD8A 3-7/80 A307 BOLTS TO POST &
UPLIFT CONNECTOR T" FND. LAP
THICKNESS. I �- CONNECTOR C QHD1 18-16d COMMON NAILS TO POST & '/2"0 A307 THREADED ROD C
(D SCHEDULE ON S-1. 1 st LVL WALL STUD TO SILL PLATE QHD2 30-16d COMMON NAILS TO POST & 5/8"0 A307 THREADED ROD TC; FND. SHEET
7C @ SLAB RECESS LTT20B 10-16d COMMON NAILS & '/2"0 A307 THREADED ROD TO FN'D-.
PA51 EMBEDDED IN CONC. FTG & ATTACH TO JACK STUDS w/16-16d CMMON NAIL.
7 _� MON 0. FOOTING AT STEP - DOWN r8--� TYPICAL ANCHOR INSTALLATION TYPICAL OPENING DETAIL AND S 2
rq---�CONVENTIONAL STRAPPING SCHEDULE- ri O_,� HOLDDOWN FASTENER SCHEDULE-
\,.�2 SCALE: 3/4" V-10" \,�2 SCALE: 3" 1'-0" (SIMPSON QUICK-TIE)
�2 SCALE: N.T.S. �2 SCALE: N.T.S. \1 __000
FS,_UA'-5t- Af
GIRDER TRUSS OR SPECIAL REQUIREMENTS AT WINDOW/DOOR MAXIMUM ROD THREADED ROD TERMINATES AT UPPERMOST LEGEND: THREADED ROD SYMBOLS r REVISIONS BY
GENERAL NOTES: SPACING PER SCHED. TOP PLATE w/ NUT AND WASHER.
3 BEAM w/ STRAP OPENINGS, GIRDER TRUSSES, AND WIDE ROD The threaded rod anchoring system shall consist of A307 threaded rods (diameter per BOTTOM OF THREADE,-� ROD FASTENED
NUT AND WASHER -I- i-\ 1 SPACING: t1i X ),< z TO LOWER LEVEL BEi---i OR HEADER
PER ROD NOTES 3 to MAX OTop plate splice shall not occur between schedule 3), oriented vertically and attached to the foundation and to the uppermost /1, /[\ /i\
3" MAX Above top plate, provide a Yx I I I I I w/SIMPSON HTT22 PL,-"CED UPSIDE
4+ the king studs and the first threaded rod plate at the locations indicated in these documents. �HEAR'IWALIL I SHEIARWALL I I DOWN.
anchor. 3"xl/4" thick steel washer. Fasten with a nut and allow at least 3 threads to extend I I
ISEE PLAN' L SE� PLAN I I
WALL STUDS & 5 QProvide full sheathing above windows, and above tightened nut. (typ.)This system eliminates the conventional strapping requirements THR A 'OD I
ROD SPACING >-@ nail w/ 8d @ 3" OC edge & field. of wood framed construction (i.e. stud-to-plate ties, bottom plate to foundation ties, TERMINATES AT I x TOP OF THREADED R(-"D TERMINATES AT
SHEATHING PER PER SCHE 4 POST BELOW INTERMEDIATE - UPPERMOST TOP PLAT7.
SCHED. 2, 5 & 6. 0 For rods specified on plan adjacent to wall floor-to-floor straps, and header to jack stud straps) unless otherwise noted in these
GIRDER, SEE openings, locate rod within 3" of the king documents. LEVEL w/ NUT
PLAN AND WASHER. TOP OF THREADED R,--,r) TERMINATES AT
stud. ROD INSTALLATION:
.7 -- (��L------L INTERMEDIATE LEVEL. A,�
THREADED ROD -1- -- I-- 1<�%--L
\ I I ' .ZFRAMI'NG AT to /4" larger than the diameter of the
SYSTEM PER ROD W L @ Provide an additional row of 8d nails @ 6 At all plate penetrations, provide a hole in the plate 1 1 1 11 1 ;�, .*
NOTES AND PLAN A L OPENING, o.c. into one of the king studs adjacent to threaded rod used. While single continuous rods are preferred, couplers (Simpson CNW or -7 L------ -17- ------ di-S A OWT'I,G 0 P E
SEE SCHED. 2 FLOOR LA-
all openings (In addition to other nailing equal) may be used in cases where one continuous rod is unfeasible. The rod shall be FRAMING I QUICK-TIE (TIVI) PRETENSIONING
ROUGH OPENING I STRETCH TARLE "PEC & A- 2004
SILL ANCHOR INFILL specified in schedules 3 or 4). installed approximately centered in hole. Rods may be slanted from true vertical by a
SEE ARCH @Where rod is specified on plan adjacent to maximum of 2 inches in 10 feet to avoid conflicts with floor and wall framing. The nut HEADER,
BETWEEN RODS PER -\ :_a_ I I PRE-STRETCH LENGTH STRETCH REQUIRED TO
girder truss or beam, locate rod within 3" of above the uppermost plate shall be secured over the washer to a snug-tight condition 5HEAkW%11� SEE PLAN S�EARWALL I
SCHEDULE 3. 1 ____1 OF WIRE ROPE (Lc) PRET--,-,NSION WIRE ROPE
I SEEIPLA, I SEE PLAN I
post. plus one-half turn of a standard wrench (approximately 25 ft.-Ibs. of torque). I L (Distance from slab to top of
I uppermost plate of wire rope) 114' OT 3/8" QT
@At openings greater then 4'-0", attach dbl. EPDXY ANCHORING: I I —
ROD EMBEDMENT FOUNDATION, top plate to header w/SPH4/6 @ 32" O.C. If All threaded rods shall be drilled & epoxy anchored with Simpson 'SET' High Strength Ll 97" -1//4 5/81,
DEPTH PER SEE PLAN - cripple studs are used attach SPH4/6 to Epoxy or approved equal. Provide a minimum edge distance (measured from centerline of I 7/�� 3
ROD NOTES cripples & attach cripple to header w/H3. rod to edge of slob) of 2" for 2x4 framing and 3" in 2x6 framing. (See 8/S-2 for FASTEN THREADED ROD TO J FOUNDATION ADDITIONAL ANCHOR log" /4
(2) When rod spacing exceeds 6'-0", provide FOUNDATION PER 1/S-3. NOT SHOWN BOLTS PER SCHED. 3 121 to 7/81,
L L an additional rod of 8d NAILS @ 6" O.C. into typical anchor installation & embedment of '/2"o rods) 145" lot
dbl. top plate. Stagger this nailing with THREADED ROD GENERAL NOTES- rT'� ANCHORING SYSTEM SYMBOL DEFINITIONS 210" 5/8 '12 12
typical nailing. 4)
THREADED ROD ANCHORING SYSTEM ��3 SCALE: NTS ��3 SCALE: NTS 245" .-/ 15/," a)
260" Z
SCALE: N.T.S. -C14'
04
AT EXTER _'IR WALLS, FASTEN 0 LU
4 11/4" @ 2x6 2x- SYP.#2 DBL. TOP 4 -0 MIN.
DBL. TOP PLATE, SEE NOTE 6 OF HEAD AND SILL FRAMING & FASTENING SCHEDULE _ 1MAX to -- _ I WALL SHE,' THING TO DBL. U — C2
ROD, NUT T V/2 @ 2x8 2 PLATE. FASTEN TOGETHER
SEE SCHEDULE 2. 1/S-3 FOR SPH4/6 1\.� , � I I _r I_r I TOP PLATE w/ 8d 0 3" O.C. 0 Lo C14
ROUGH MIN. HEAD OR MINIMUM & WASHER HEADER, PER w/10d COMMON NAILS @ o o Q V) Z) <
STRAP FROM GARAGE A A- REQUIREMENTS. OPENING SILL PLATES FASTENER E.E. SCHEDU E 2 OPE qING 0 X 0 4 STAGGARD INTO BOTH PLATES
4-12d PER NOTES I . a- 16" O.C. PROVIDE 3-10d WITHIN 24 OF ANY SPLICE. U 75
DOOR HEADER TO JACK - A . T(
-401 TOE NAILS Loi>- E
< 4P (1)2x4 SPF #2 COMMON NAILS EA. SID C45
GARAGE HEADER, 2 00) .8 CO:) <
STUDS, SEE SCHEID 3. KING & JACK END FASTENER FASTEN CORNER (TYPICAL) do, U
2-12d -0
4 6'-4" (2)2x4 SPF #2 1)A34+ X X 0 OF SPLICE (TYPICAL) 0 6 2
SEE SCHEDULE 2. TOE NAILS STUDS PER ---` POST TOGETHER < NAIL FROM 10
C14 1�1_ 24" MAX. FXT. WALL
+ 6-12d OTHER SIDE `4 IV C: C,4
THREADED ROD, < 8P-4*l (3)2x4 SYP #2 (1)A34 TOE NAILS SCHED. 2. + W/12d COMMON I L;7- 0
0— d
ADD SIMPSON PA51 STRAP WHEN GARAGE WING 6-12d OF 2nd PLY.-�/ " 6" MAX. 111T. WALL
SEE SCHEDULE 4. @ 6 to 0.C. 0
< 12'-0 (3)2x6 LVL (2)A35+ TOE NAILS
< 3'-6" EMBEDDED IN CONC. FILLED IN TWO STORY CLEAR HEIGHT WALLS. 2x8 SPF T&B (2)12d CL
— wl 12d @ - L PLATES :)
SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS _�LHE AD OR TOE NAILS (STAGGERED). X DBL TOP PLATE SPLICE DETAIL
STEM WALL. FASTEN TO KINGS w/ 18-16d NAILS. (6)12d TOE NAILS TOP 8" O.C. S,L I E.E. (MIN) CORNER POST X 0 r8 0
3-2x- STUDS (SEE DETAIL BELOW) & BOT. 4X (TYP) SEE SCHEDULE 0 ��3 SCALE: 3/4" = 1'-0" _J
AT CORNER. ADDED PA51 STRAP I ROUGH OPN'G, SEE ARCH:
KING & SHEATHING DBL STUD @ END OF SHEARWALL
EMBEDDED IN CONIC. JACKS -K U-1
6 LLI 0 CONT. AT HEAD & SILL R GIRDER TRUSS. SEE DETAIL R ANCHOR PT. SYP#2
SILL PLATE SEE— CONCRETE SLAB, FILLED STEM WALL PER SCHED. - U) cr- V7/S-3 FOR NAILING PATTERN. 2x6 or 2x8 2x4 IF NO THREADED ROD Q_ SILI. PLATE
SEE PLAN. GIRT/VERT BOLT IS LOCATED AS SHOWN PROVIDE
SCHEDULE 3. '�J 1 1111111 WHEN GARAGE WING OR PLAN < FRAMING IN 1st NAILING PATTERN NAILING PATTERN
WALL IS < 3'-6". JOINT. A 1/2"0 EXPANSION BOLT (w/ 51/,
LTP4 ON INSIDE FACE. 2x SPF RIPPED OR 2nd FLOOR OF 1 .
EMBEDMENT) w/ V/2" PLATE WASHER. �_I(-!
33/4 TO 5 /4 BOX BEAM BETWEEN WINDOWS TO FIT ARCH. SINGLE STORY WALL \- ADD 3rd In
A/,I THICKENED SLAB IN TWO STORY FRAMING DEPTH REQ'D. 4" 8" (2)2x- 2x- 6
EDGE 0 GARAGE /'***_5� HEADER ABOVE HEAD & SILL FRAMING MAX. MIN. BUTT JOINT
16" MIN. EMBED. OPENING. SCALE: 3/4" V-0" STRAIGHT (2)2x- PROVIDE AT A DISTANCE OF NO LESS
OF PA51 IN CONIC. PA51 IN STEMWALL THAN 6" AND NO MORE THAN 12" FROM
FILLED STEMWALL. DBL ROD ALL BUTT JOINTS IN THE SILL PLATE.
SILL PLATE BUTT JOINT DETAIL
6
G HEADER, PER T INSTALLATION r7 UILT- UP MEMBER rg
r4 ARAGE WING WALL ELEVATION ROD, NUT e
STEMWALL SHOWN, MONOLITHIC & WASHER SCHEDULE 2 OPE qlNGt -J3 SCALE: N.T.S. \,,Z-J3 SCALE: N.T.S. SCALE: 3/4" = V-0"
\NZ.-�3 SCALE: 1/2" = V-0" I
SLAB FOOTING SIMILAR. PER NOTES I�
GIRT & FA�TEN IRS
KING & JACK P�R 5/S-:�
ROOF DECK, SEE 2x SPF BLOCKING 71).< 2x- SYP#2 CONT. FLOOR DECK, SEE DECK, SEE
STUDS PER
SCHEDULE 5. RIPPED TO FIT SCHED. 2. ATTACH TO DBL 10d@) 4" O.C. SCHEDULE 6. `-:NCHEDULE 6.
WITH GAP SHOWN ATTACH SW SHEATHING TO TOPPLATE AND
FASTEN OSB TO NAILER 7/
PRE-ENGINEERED WOOD 2x SPF DIAGONAL TRUSS w/ 10d 6 " OSB DIA. FASTEN
12 ADJACENT TRUSS. BLOCK ALL
ROOF TRUSSES 0 24" O.C., w/(1) ROW 10d @ 4" O.C.
BLOCKING FASTENED
SEE PANEL EDGES. NAILING TO @ 3" O.C. EDGE TO TOP PLATE w/ (2)
SEE LEFT
ARCH DESIGNED BY OTHERS w/(2) 12d E.E. (TYPICAL) MATCH SHEARWALL. OF 2x- MAY
ROWS 10d 4" O.C. &
FOR INFO.
OVERHANG DBL.
2x4 NAILER w/ (1)
H
NOT SHOWN, C
HURRICANE CLIPS PER NOTE: TRIM WALL SHEATHING TO MAT 7/1 OP PLATE.
to ROW 10d @ 4" O.C.
6 OSB DIAPHRAGM PRE-ENG. WOOD ......
UPLIFT CONNECTOR TRUSSES WITH ZDIUS WINDOW FRAME BY 1 /2" FASTENED TO TOP PLATE-- (TYPICAL)
SCHEDULE 3 ROOF TRUSS BOT. 1 V4 to
HEEL < V-0 ROUGH OPN'G, SEE ARCH w/(2) ROWS 10d 4" O.C. D
rCHOR MAX. FLOOR FRAMING
SHEARWALL IS
�,kTOP PLATE EL I
-',LIGNED DIRECTLY
SEE AR H RADUIS WINDOW FRAMING INTERIOR SHEARWALL, BENEATH FLOOR U) U)
SYP#2 2x4 NAILER F
_J
DBL TOP ��3 SCALE: 3/4" = 1 -0" AST�NED\ FASTEN TOP PLATES z SEESCHEDULE IUSS, OMIT HORIZ. C) :D
PLATE SYP#2, TO TRUSS BOT. CHORD w/(2) 00
MATCH STUD WIDTH. WALL STUDS TOGETHER w/ 2 ROWS 7/ O'S3 & EXTEND WALL
\- & SHEATHING, @ 4" 0.C. OF (4)10d BETWEEN INTERIOR z 1 6 OSB (ON ONE SIDE) BLOCKING PANEL SHEATHING TO TOP <
V2 to ANCHOR 24" MAX. CORNER FRAMING, (TYP) BOX COLUMN ALTERNATE SHEARWALL, 17--
CLIP FROM DBL TOP SEE SCHED. I HOLIDDOWN INTERIOR SHEARWALL, SEEA EACH STUD. SEE SCHED. 5 BETWEEN FLOOR TRUSSES (2x4 SPF ALL '-LANCE OF FLOOR Iii
PLATE TO STUD, SEE 2 & 6 NON-STRUCTURAL, BOLT w/ 1 '/2"0 SHEATH PER SCHED. 3 w/ ON SIDE OF COLUMN WHERE SCHED. 5 FOR NAILING. 4L IV- AROUND). ATTACH TO DOUBLE TOP PLATE TRUSS. < C)
FOR NAILING.
UPLIFT CONNECTOR SOFFIT SEE ARCH. WASHER CTRD ....... .. HEADER BEAMS ARE w/5-16d NAILS BETWEEN EA. FLOOR TRUSS. LJJ
SCHEDULE 3, QE THREADED ROD PER ON EA. SIDE, r8d COMMONS 0 3" O.C.
OMIT AT THREADED EXTEND SHEATHING 4" MIN. EMBED. AT ALL PANEL EDGES. SITUATED ABOVE, ATTACH ALTERNATE A ALTERNATE B PERPENDICULAR PARALLEL 0
ROD SYSTEM. �- SCHEDULE 4 OR /- MIN. (2) STUDS UNDER THE SILL PLATE TO SLAB TO FLOOR FRAMING TO FLOOR ERAMING < bi 2:
OMIT WHEN USING VERTICALLY TO TOP
A CONVENTIONAL OF TRUSS AS SHOWN. ><I BEAM, UON. ATTACH w/(l)'/2 x 6" EPDXY EITHER ALTERNATE MAY BE USED, EXCEPT AT SW-2. AT SW-2, USE LJJ C)
STRAPPING. PROVIDE 2x4 BLOCKING SYP#2 PT 0 BEAM TO BUILT-UP ANCHOR WITH 3" SQUARE ALTERNATE A AND REDUCE TYPICAL 4" NAIL SPACING TO 2" O.C. 0 >_
AT HORIZONTAL JOINTS. BOTTOM PLATE POST w/(2)HTS20. STEEL WASHER. ATTACH :2 <
CORNER STUDS TO BOTTOM I N T. SHEARWALL AT FLOOR
ROOF TRUSS CONNECTION TRUSSES WITH H PLATE WITH (1)H2.5A CLIP r,7� INT. SHEARWALL AT ROOF K 74
\,�3 SCALE: N.T.S. HEEL >, V-0 t`12� BOXED COLUMN AT PORC AND TO HEADER ABOVE \,�J-3 SCALE: 3/4" = V-0" \,,�3 SCALE: 3/4" = V-0"
\%.�3 SCALE: 3/4" V-0" WITH (1)MSTA24 STRAP.
HURRICANE CLIP WALL STUD H3 HURRICANE CLIP @ EA. PLYWOOD OR OSB SHEATHING,
PER SCHEDULE 5 PROVIDE BLOCKING FOR ROOF SHEATHING, OUTLOOKER TO TRUSS. BOUNDARY OF SEE SCHEDULE 6.
SEE SCHEDULE 6. SHEATHING
STRAP FROM 2ND FLOOR ROOF DECK @ RIDGE. 2x4 SYP#2 OUTILOOKERS
SEE DETAILS STUDS TO 1ST FLOOR SYP#2 LEDGER �� ) .,�,'_ @ 2 4" 0.C. EXAMPLE OF PANEL
1, 2, 3, 5. ATTACH TO STUDS X1 4-12d
6, & 8 OF CSTUDS SEE UPLIFT EDGE w/ BLOCKING CONVENTIONAL ROOF FRAMING SCHEDULF
@ 16" O.C. w/12d TOE NAILS I
CONNECTOR SCHEDULE 3. PROVIDE 2x4 SYP#2 UPRIGHT WHERE REQUIRED BY _'-�*
THIS SHEET COMMON WIRE NAILS T I
OMIT @ THREADED ROD - FROM TOP TO BOT. CHORD OF SCHEDULE 5 & 6. ROOF RAFTER MAXIMUM SPAN UPLIFT CONNECTOR 0,
FOR MISC. PER SCHEDULE
on (SYP #2) @24" O.0 @16" O.C. DBL TOP PLATE PRE-ENI� TRUSS
0 ANCHOR SYSTEM TRUSS @ EA. X-BRACE (IF
DETAIL. BELOW. _QR 4-12d -7 4-1
H VERTICAL IS NOT PRESENT) . . . . . . . . . . . 2 x 6 9'-6" 110-6'0 (1) H3 TOE NAIL (1) A3 5 TOE NAIL
FIN FLOOR EL ROOF TR6SS 3-16d @ X-BRACE SPACING SCHEMATIC 8-12d PR 8-12d
-00- 15-0" (2) H3 -QR (2) A35 TOE NAIL
NOTE A NAIL SPACING AT 2 x 8 139 TOE NAIL
NOTE A
SEE ARCH PLANS EA. VERT. ADDITIONAL BRACES SUPPORTED EDGES, g*_
WHERE A LEDGER IS INDICATED ON PLAN (TYP.) 2x4 SYP#2 AS RED., EQUALLY 2 x 10 16'-6" 1 0 (1) MTS12 (2) 35
AND NO TRUSSES BEAR AT THAT LOCATION, SPACED or/SPACING SEE SCHEDULE 5 & 6.
X-BRACE. OF 5*-8* MAX 2 x 12 ig._011 23'-0" (2) MTS12 (2) _55
DOUBLE TOP PLATE THE LEDGER IS BEING USED TO ATTACH THE
SYP #2, MATCH ADJACENT ROOF DECK. USE A 2x6 LEDGER EXAMPLE OF UNSUPPORTED DATE
L STUD WIDTH. PER SCHEDULE BELOW. ATTACH ROOF DECK (UNBLOCKED) PANEL EDGE. .....
PER SCHEDULE 6. 16d@4" FROM --\� NOTE:
-ENGINEERED " OOD ROOF
WALL STUDS & SHEATHING, LATERAL BRACE (TYPICAL) USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE DESIG14)DRAWN
VERTICAL TO BLO� 16d TOE NAILS @ .8" 0.C. TRUSSES. AT CONVENTIONAL FRAMING LOCATED OVER ROOF TRUSSES, SF_�_ DETAIL LAP/MRG
�CSEE SCHEDULES 2, 5 & 6. _H BELOW. I ',\ - BELOW FOR REQUIRED LEDGER BOARD AND ATTACHMENT. WHEN USING T.�,;O H3 CLIPS
REACTION LEDGER SIZE & NAILING .... FROM BOT CHORD OF TRUSS
8 : I NAILING TO ON 1'
THREADED ROD PER 0-775 2x6 w/(5) NAILS @ EACH STUD 2-16d TO DBL. TOP PLATE 2 WIDE LUMBER, PLACE CLIPS DIAGONALLY A
EA. END 16d @ INTERMEDIATE OTHER. WHEN USING TWO A35 CLIPS ON 11/2" WIDE LUMBER, STAGGER ClIPS LAP
"'— SCHEDULE 6 STOPS 776-1250 2x8 w/(8) NAILS @ EACH STUD STUDS, ROOF -D, TO SHEET
8" 0.C. BE STRAPF`�_:
2x4x8' SYP#2 LATERAL 2x4 SYP#2 SUPPORT IS 6" TRUSSES, OR VERTICALLY TO AVOID NAILING INTERFERENCE. RAFTERS SHALL
& FOUNDATION OR OMIT 1251-1850 2x12 w/(12) NAILS @ EACH STUD BRACE 0 48" O.C. w/ BLOCKING-/ STAG. O.C. MAX. LION FLOOR JOISTS. NEAREST ADJACENT TRUSS.
WHEN USING CONVENTIONAL LEDGER CONNECTION SCHEDULE 3-16d INTO EA. TRUSS. 24" O.C.
STRAPPING. 7 S
0 C
7-NN W S
-%� G r18
Z, FLOOR SECTION 6 ALL LEDGER r,7 ABLE END BRACING 2x4SYP#2 SIMPSON HEATHING NAILING DETAIL ONVENTIONAL ROOF FRAMING SCHEDULE
r_ BLOCKING AS SCALE: 3/4" V-0"
0 ��3 SCALE: N.T.S. (PLATFORM FRAMING)
2 1\�_3 SCALE: 3/4" V-0" ��3 SCALE: N.T.S. CEILING NAILER LTP4 @ �-3 SCALE: 3/4" V-0"
24" O.C.
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+35 -35 53x96
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TB—SH .+50 -50 53x96
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MP—SH +70 -70 53X78
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+30 -30 3080 PAPIS
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