Paradise Lane 700 ILIL 1E-j
- ' s t I?r s irvia
R IDENCE I.. o 36 13. aradise e e
Atlantic Beach, Florida
IES ' CON Home S�
IND XOFD WINGS :
enera o es
FIL �L PY
0 ation an
Main oor an
econ F oor an
oo an
ront E evati" ons
Rear e evati" ons
Main F oor lectri* cal Plan
econ F oor ectri6ca P an
r
Periods only used on one word dbIreviations,it the dbbreviation -b
Is a different word 11tselfi-&q. APZH.,BIT.,and LAM. !
GENERAL NOTES ABBREVIATIONS Periods are usualig d"hen Wrevlatlnq multiple words,unless theq I I
Cre verg common without periods;eg. AFF,WA(,,R/A,cind ym. SHEET INDEX
A.B. ANCHOR SOLT
FAS FASTEN(ER) PAR PARALLEL
1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P PAD. PARTICLE BOARD
Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.S.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE
A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturees ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAINENAMEL
requirements. AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PEO PEDESTAL(SINK) r
AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER
2, Minimum Design Loads: A.D. AREA DRAIN F.G. FIXED GLASS PKG PARKING AO.0 COVER SHEET
13. Install#15(rnin.)felt under all shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEIGKn
FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P-LAm. PLASTIC LAMINATE A1.1 INDEXP ABBREVIATIONS, SYMBOLS AND
10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment ADJ ADJUSTABLE FLO FLASHING PLAS PLASTER UJ
No staples allowed. AGO AGGREGATE FLR FLOORONG) PNL PANEL GENERAL NOTES
ROOF: 40 P.S.F.Live Load A.H.U. AIR HANDLING UNIT FLUR FLORESCENT(LIGHT) PNT PAINT(ED)
10 P.S.F.Dead Load 0. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE
ALUM ALUMINUM PR PAIR(OF)
FND FOUNDATION PREFAB PREFABRICATED
Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 6"(min.).27 gauge aluminum with baked enamel finish. Downspout to be'r A.P. ACCESS PANEL F.O. FACE OF PSF POUNDS PER SQUARE I= a U9 a
APX APPROXIMATE FP FIRE PROOF A2.0 FOUNDATION PLAN LU W
Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish, PSI POUNDS PER SQUARE INCH CO) 0) Ca
ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION
ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED POW) A2.1 MAIN FLOOR PLAN
A.T. ASPHALTTILE FR FRAME(D)ONG) re Ix ix
3. CONCRETE 6. INSULATION AUTO. AUTOMATIC FS FULL SIZE PV PAVE(D)OR PAVING
AVG AVERAGE FTG FOOTING PVC POLYVINYL CHLORIDE(PIPE) A2.2 SECOND FLOOR PLAN
AWNG AWNING FUR FURRED(ING) PVM`T PAVEMEW
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 wells and R-1 9(minimum)blown InsulaUon PWD PLYWOOD A2.3 ROOF PLAN
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 836 360 WIDE BASE CAB. 0% GA GAUGE O.T. QUARRY TILE A2.4 FRONT & RIGHT ELEVATIONS r
where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property space. B SO BOARD Li O.S. GYPSUM(WALL)BOARD 10 (A
structure or gas mitigation due to these occurrences. R-1 1 batts at fireplace chase wells and under fireplace unit. BF BI-FOLD POOR) G.C. GENERAL CONTRACTOR R RISER(ON STAIRS)
Brr. SITUL41NOUS Z
GO GRADE OR GRADING R A2.5 REAR & LEFT ELEVATIONS
R/A RETURNAIR
G.D.O. GARAGE DOOR OPENER 12
BLKG BLOCKING
BLDG BUILDING R.B. RUSSER13ASE
OF) GROUND FAULT INTERRUPTER A2.6 INTERIOR ELEVATIONS
SLK BLOCK(CMUs) RAD RADIUS
GL GLASS OR GLAZING
B. All design,revisions,engineering,installation and liability of sail conditions,gas mitigation RBL RUBBLE
.94
m? (and
BLKO BLOCKING GLBK. GLASS BLOCK
and structural designs due to Inadequqts soils or landfill occurences shall be the BM BEAM R.D. ROOFORAIN
G.I. GALVANIZED IRON I'P x
7. DRYWALL REFR REFRIGERATOR 1'�*,��,-:',`
responsibility of the"Builder-Developer"or ire subcontractors involved with the design and B.M. BENCH MARK GT GROUT
installation of such;and the Architect shall not be hold liable or responsible for their SP 81-PASS(DOOR) REQ REQUIRED E1.1 MAIN FLOOR ELECTRICAL PLAN
BRG BEARING RES RESILIENT
Implementations. A. All walls to havey;'gypeum and all coiling to have Y.'gypeum or ceiling board unless 42-H 42-HIGH PALL)
PP"M.
BRK BRICK REV REVISION(S),REVISED E1.2 SECOND FLOOR ELECTRICAL PLAN
noted otherwise. B.S. BOTH SIDES H NO HOSE 8188 REINF REINFORCED(ING) C
N.C. HOLLOWCORE RFG ROOFING
BSMT` BASEMENT NO HEAD OR HARD
B. Use water resistant gypsum board for exposed walls and coiling at shower and tub wall STM OR SOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY R.J.S. REINFORCED JUNCTION BOX
C. Contractor shelf be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BIWN BETWEEN NOR HEADER RLO RAILING
per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HOW HARDWARE R&M RANGE W/MICROWAVE
B.W. BOTH WAYS HOT HEIGHT RM ROOM
N.M. HOLLOW METAL R.O. ROUGH OPENING
S. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET HORZ HORIZONTAL R.O.W. RIGHTOFWAY
D. Soil test must be approved by Goo technical Engineer prior to footing pour. C C.S. CATCH BASIN HR HOUR R&S ROD AND SHELF(S)
CEM CEMENT
9. DOORS&WINDOWS CER CERAMIC H.R. HALF ROUND(WINDOW) SO SOLID CORE(DOOR) W
CF CUBIC FOOT HS HORIZONTALSLIDER S SCH SCHEDULE
E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HTO HEATING SD SMOKE DETECTOR
shall be placed on firm,undisturbed soil 3"-6"rrdnimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CASTIRON HVAC HEATING/VENTILATING/AIR COND. SEC SECTION
HWD HARDWOOD FLOORS)
reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST414-PLACE CONC. S.F. SQUARE FEET
or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE I.S. IRONING BOARD SF.GL. SAFETY GLASS
performance standards ANSVAAMA 101-88 for metal windows DH-C40 for vinyl windows CIRO CIRCUMFERENCE I.D. INSIDE DIAMETER S.G.D. SLIDING GLASS DOOR ta V
and the CR F shall not be less than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. IN LIEU OF SH SINGLE HUNG OR SHELF(VING) .9
CK CALKONG)CAULK(ING) I.M. INSULATED METAL SHT (DRAWING)SHEET 11
SHTHG SHEATHING .5
F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATEDMON)
CLG CEILING INT INTERIOR SIM SIMILAR 1!
CLR CL.EAR(ANCE) SKL SKYLIGHT 1:5
0. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SL SIDELIGHT OR SLEEVE
G. Provide minimum#'concrete cover at under stab utility locations. When concrete glass doors and in windows as per local codes, CM CENTIMETER(S) Jr JOINT SNT SEALANT
encasement of utility lines is required,increase slab thickness at the utility line. Install CMU CONCRETE MASONRY UNIT i SPO SPACER
utilities lines well below slab. C.O. CASED OPENING KO KNOCKDOWN(CEILING) SPEC SPECIFICATIONS
D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN K KIT KITCHEN SPK (AUDIO)SPEAKER(S)
openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT SAT. STAINLESS STEEL
K Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs CONC CONCRETE KPL KICKPLATE(ON DOOR) SM STANDARD
inciuding patio, porch and sidewalks. COND (AC)CONDENSER K/S KNEE SPACE STG OR STO STORAGE
CONST CONSTRUCTION STL STEEL
10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINATE(D) STR STRUCTURAL
1. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. CONTR CONTRACTOR L LAV LAVATORY(SINK) SO SQUARE
CORR CORRUGATED L.B.O. LOCA71ON BY OTHERS SUS SUSPENDED
A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR COPPER LN LIVING S.W. SHEAR WALL
bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE DIMENSION NOTE
4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 voft. CBS COURSE(S) L.P. LAMINATED PLASTIC T T.B. TOWER BAR
CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED
C.ST. CASTSTONE LT. LAUNDRYTUB TO TERRA COTTA
A. Laminated veneer lumber(LVL)shall provide the design vi�it)��equal to or exceeding the C.T. CERAMIC 71LE LTL LINTIEL T.C.J. TROWELED CONTROL JOINT DIMENSIONS ARE TAKEN FROM FACE OF STUD TO
following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) FACE OF STUD,UNLESS OTHERWISE NOTED.
exterior. CX CONNEXTION LVR LOUVER T&O TONGUE&GROOVE
2800 psi in Banding,Fb CY CUBIC YARD M METER(S) TEL TELEPHONE
285 psi in Horizontal$hear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent 12"D 12"DEEP THK THICK(NESS)
2,000,000 psi in Modulus of Elasticity,E finish grade. M MAX MAXIMUM THR THRESHOLD
D D DRYER,OR DRAIN MAS MASONRY
DBL DOUBLE MATL MATERIAL T.O.C. TOP OF CONCRETE
B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.F. TOP OF FOUNDATION
stress+875 p.s.i.,(11000 psi repetitive)or better. D. Provide main sewer clean-out within V-0"inside or outside of the building line unless noted OEM DEMOLISH,DEMOLMON T.O.M. TOP OF MASONRY
MECH MECHANICAL T.O.W. TOP OF WINDOW
otherwise. DEP DEPRESSED
DET DETAIL MFR- MANUFACTURER TR OR TRN TRANSOM WNDOM
MH MANHOLE
C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TP TOILET PAPER HOLDER VARIES
remote water meter reader at a location to be approved by the Water Department.The OH DOUBLE HUNG MIR MIRROR TV TELEVISION OUTLET OR LOCATION
i. All trusses shall be securely braced both during areofiot'i znd after permanent installation in conduit 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 recommendations as published by the Truss and installed by the electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MLO MOULDING UO UNDERCUT(DOOR)
Plate Institute. The water department shall make the connections. D.L. DEAD LOAD MM MILLIMETER U UNIF UNFINISHED
ON DOWN(STAIRS) MMS MEMBRANE U.N.O. UNLESS NOTED OTHERWISE
D.P. DAMP-PROOFING M.O. MASONRY OPENING DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY
DR DOOR MOD MODULAR UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD.
2. V4"high density T&G,Plywood subfloor lued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRS MARBLE VB VANITY BASE
24t32, Exposure 1,with sealed edges. frilstall per manufacturers'spacing and edge DS DOWNSPOUT V V.S. VAPOR BARRIER
ne. F. Water service shall be T'minimum from each exterior shut off valve. D/S DRAWER STACK(CABINET) MTL METAL V030 36"WIDE VANITY BASE
D.T. DRAINTILE MT MOUNTEDONG) VERT VERTICAL
MULL MULLION OR MULLED VIN (SHEET)VINYL
DTL DETAIL
DW DISH WASHER N/A NOTAPPLICABLE V.S. VEGTABLE SINK as
3. 44-underlayment(minimum)under vinyl or tile on wood frame floor systems. G. All shower head heights to be 80"AFF at fiberglass showers and 84�AFF at ceramic DWO DRAWING N N.I.C. NOTINCONTRACT V.T. VIWL71LE
showers. DWR DRAWER NL NAILABLE
W3630 36"W X 30*H WALL CAB
4. Min%"high density O.S.B.wood roof sheathing with'Ff clips.APA panel span rating shall EA EACH NOM NOMINAL W W WIDE OR WASHING MACHINE
N.T.S. NOT To S CA LE,
be 2k exposure i,with sealed edges.Install per manufacturers'spacing and edge E ES EYEBROW FLATARCH) N.G.V.D. NAT GEODETIC VERTICAL DATOM WC WATER CLOSET ct
recommendations. IMPORTANT NOTE: E.F. EACH FACE WD WOOD
EA EXPANSION JOINT OA OVERALL WF NOE FLAWE(STEEL BEAR
ALL REFERENCES BY STRUCTURAL&MEP EL ELEVATION 0 OBS OBSCURE(GLASS) WH WATER HEATER
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 registered professional engineer. ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICAL PANEL O.CAB. OVERHEAD CABINET WI WROUGHTIRON
EO EQUAL O.D. OUTSIDE DIAMETER WIC WALK-IN CLOSET
REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE O.G.D. OVERHEAD GARAGE DOOR WIN WIMM
E.W.C. ELECTRIC WATER COOLER OH OVERHEAD W/W/0 WITH OR WITHOUT
PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPNG OPENING WP WATERPROOFONG)
E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for EXH EXHAUST OPT OPTIONAL W.R. WATER RESISTANT
approval of roof trusses and beam CLARIFY CONFLICTING INFORMATION. EXT EXTERIOR OSS ORIENTED STRAND BOARD W.S. WATER SOFTENER
WSCT WAINSCOT
W.T.W. WALLTOWALL ATTIC VENT CALCULATION
F. MinY. exterior grade plywood or OSEI wood sheathing behind all masonry veneer,dryvit WWM WELDED WIRE MESH
pan;ls and cedar siding.See elevations for locations.
G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud FORMULA: Anna
am. SYMBOLS
H. Exterior deck construction shall be with pressure treated lumber with dimensions as 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING
indicated on the plans. EARTH Ww 111711 PLY"D *144 SQ. IN. = I SQ. FT.
ELEVATION KEY OR SECTION KEY BLDG.CEILING(SF)X 144= BLDG(80. IN.)
SHEET WMRR 5AND OR 6RAVEL FILL IWALATIN(7 5HEATHIN6-7 BLDG. (SO. IN.)/300=SQ. IN.OF VENT REQUIRED
Nlv� SQ. IN. OF VENT REQUIRED/2=50%AT RIDGE&50%AT EAVES
HX10 SW PARTITION BATT INSIJLATION
DETAJL WME)ER OR 5ECTION KEY
SHEET NMR 3-2X4"D POST OR 2-2Xb R1610 INSULATION
UNLE%OTHERMSE NOTED
AMLE BRIC X HATER CL05ET AREA TABULATION
CENTERLINE COWRETE BLXK MAIN FLOOR PLAN 1473 SQ.FT.
TYPE OF CONSTRUCTION.......... TYPE V (B) HB 1�105E BIM 0"-REM W") CAONC4ZETE TL1B/5H01*R SECOND FLOOR 450.62 SQ.FT.
OCCUPANCY CLASS..................... GROUP R-3 STOW TOTAL A/C AREA 1923.62 SQ.FT.-
APPLICA111LE CODES: (D (5A5 LINE STUB STEEL LAVATORY FRONTPORCH 194 SQ.F7.
1. FL. BLDG. CODE 2004 Residential d PENNY 248 SQ.FT
DIMENSIONAL LINER DOW 51w, GARAGE 453 SQ.FT.
JOB NO.
PLATE IXXKI* SIW7LE SIW TOTALAREA 2818.62 SQ.FT5
0 RaW OR DIAMETER FINISH 6RADE H�1017 Paradise Preserve
N.N.-M-MEN-NX1%1CT--
GENERAL NOTES
A1 . 1
L :A
FOUNDATION NOTES
[NOTE-FOUNDATIONJ
1. STRUCTURAL FOUNDATION PLANS SHALL BE
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 is x6"x1O"/1O" W.W.M.
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 WITH
TRUSS ENGINEERING OR CONV. FRAMING
PLAN.
66'-0" 5. SUPPLY SEPARATE CONDUITS TO ANY
ISLANDS FOR GAS AND ELECTRIC.
12'-6" 12'-0" 7'-0" 14'-6" 410* 20'-0" e 6. CONFIRM ALL FLOOR OUTLET LOCATIONS
WITH BUILDER AND/OR HOMEOWNER PRIOR
TO SLAB POUR.
7. GENERAL CONTRACTOR TO PROVIDE SLAB
CONTROL JOINTS EVERY 400 SQ. FT.
cn
HB
�R�cl
co
NAIL ROOF SHEATHING
(PER STRUCTURAL) 12 IMPORTANT NOTE:
co
REFER TO ROOF PLAN AND EAVE DETAILS
FIBERGLASS SHINGLES OVER 30#
0'-5 112" 0'-5 1.12" VAIRES ON SHEET A2.2 FOR ROOF PITCHES FOR ALL
4'-6" FELT OVER 7/16' OSB BOARD OR HOUSES
81-011 4 PWD SHEA-MING. pe 16 o
to 15/32
SLOPE 1 O.H.
co
-I AIR BAFFLE BTW EA TRUSS ---------- STRAP FOR TRUSS ANCHORAGE (SEE STRUCTURAL)
TO MAINTAIN 1/2- MIN AIR R-30 INSULATION AT CLG.
VERIFY INTERIOR BEARING WALLS SPACE FOR VENT
WITH TRUSS ENGINEERING
CE GALV. METAL DRIP 1 CEILING BD OR 5/8" GYP. BD TYP
SLOPE 1" EDGE
CONFIRM LOCATION OF FLOOR
OUTLET W/ SUPERINTENDENT WRAPPED ALUM.
cl: FASCIA OVER 2x8
co
PERFORATED
VINYL/ ALUM. SOFFIT
00
J 1 -1
rr———— C14 FRIEZE
C-4
DM
F--� �C�o
LL_
C.D
6'-6Y2"!
LL $,Y2
. a# PROVIDE MID-WALL BLOCKING FL0 WISE T
_j
JOINTS IN SHEATHING
REF
2x STUDS OC (MIN 12 SP'F)
L
A-O'-O" FIN. FLR sp 16
C4
L J 01
D/SP'
C) W/sp I I cd)
C)
E
6 R-19 INSULATION. P.T. PLATE w/ ANCHOR
0
F=
BOLTS PER STRUCTURAL cc
C14
CONC. SLAB w/ L -co 4� CONCRETE SLAB WITH
H 6x6 NO. 10 WWM OR FIBERMESH. 6"WAO/10 W.W.F. TYP. (3000 PSI.
REINF OVER VAPOR BARRIER (1) # 5 CON . FIBER MESH OPTIONAL).
OVER CLEAN COMPACTED v NJ
e
TREATED FILL 3'-o SLOPE GRADE AWAY
ALL SIDES
L
6 MIL VAPOR BARRIER
rel [_� i
W TER x
2'ji"
2 -N\
</
—SOFTN_R LOOP
i co
k -AD.1jr1L
FOOTING (MONOLITHIC OP'T)
TYPICAL
SEE STRUCTURAL FOR SIZE REINFORCING
C'4
%j 24* X 240 X 12"
CD
A
THICKENED SLAB
W/ (3) #5 REBAR RUNNING
IN EACH DIRECTION
4 f� i
Typical Wall Section
_j
SCALE: 1/2"=V-0" con
I>C'4
- qLJ,
SLOPE 2"
_00
r�_
1 4'-0' 5'-2Y2
or �T
00
CIO
_j ct
-C-4
H HB
_j
TANKLESS
C>
W.H. 4" CONC. PAD
FOR A/C
36"Y36" CONG, PAD
uj
T2' STEAM �HOWER EQUIPMENT
e INC
ROOM
RECESSED SHOWER PLUMBEF TO CONFIRM KOHLER 141-81'
STEAM BESTGON .0.
5'-3y2" 6'-5" LI-olt 5'-3Y2 12'-0" SPEC. 20'-0" STAIR WIDTH MIN. 36'
on
16'-0" 18,-o" 32'-0" e I j"D HANDRAIL
66'-0" 4 1/2' OR LESS
PROJECTION FROM WALL
PROVIDE HANDRAIL ON
BOTH SIDES
FOUNDATION- lit$
SCALE: 1/4�4-0"
1/2 GWIB BRD -C-4
UNDER STAIR
PROTECTION
Typical Stair Detail
SCALE: 1/2"=V-0"
FOUNDATION
A2,0
MAIN FLOOR NOTES
[NOTE-FLMRT-
1. WINDOW GRILLS ARE STANDARD IN FRONT
AND SIDE ELEVATIONS AND REAR
ELEVATIONTO BE CLEAR GLASS.
2. ALL UNDIMENSIONED PARTITIONS
DRAFTSTOPPING OF ARE 3 1/2- ROUGH.
FLOOR TRUSSES FBC 3. ALL ANGLED PAR11TIONS ARE 45
R502.12 DEGREES UNLESS OTHERWISE NOTED.
PROVIDE 1/2- GWI3 4. PROVIDE MINIMUM 2-202's w/ 1/2"
-INSTALLED IN PLYWOOD FLITCH PLATE AT ALL EXTERIOR
PARALLEL TO FLOOR WALL OPENINGS AND INTERIOR BEARING
FRAMING MEMBERS WALL OPENINGS UNLESS OTHERWISE NOTED.
5. 3-2x4's MIN. AT EACH END OF ALL BEAMS
66'-0" AND GIRDER TRUSSES UNLESS OTHERWISE
NOTED. ALL SUCH CONCENTRATED LOADS
8'-0" 4'-6" 12'-0" 7'-0" 14'-6" 20'-0" SHALL BE TRANSFERRED TO FOUNDATION
e. VIA BEAMS, POSTS AND/OR SOLID
2'-7Y2 5'-4Y2 2'-3" 2'-3" 6_8" 7'-10" 4'-0 12'-0" 4'-0" BLOCKING.
6. ALL EXTERIOR DIMENSIONS ARE TO FACE
OF STUDS UNLESS OTHERWISE NOTED.
7. ALL TRUSSES TO BEAR ON EXTERIOR
WALLS AND/OR GIRDER TRUSSES UNLESS
5" 8'_o' 4-1 OTHERWISE NOTED ON FOUNDATION PLAN.
1 -1 1/8 PLT. 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS,
0' HANGERS & SET SPACING FOR ALL
- z A h 69-1" B1-0" 5#1 BX8 FR MED COL. OFFSET TRUSSES.
61 9. WINDOW SUPPLIER TO VERIFY AT LEAST
U- 1 FRON PORCH EDGE
U- V� .% ONE WINDOW IN ALL BEDROOMS TO HAVE
C14 A CLEAR EGRESS OPENING OF 5.7 SQ. FT.
C:) "q-
to 00 WITH MIN. DIMENSION OF 24" IN HEIGHT AND
00
04 0 c _j (D CD 20" IN WIDTH; SILL HEIGHT NOT GREATER
DINING ROOM
ui V) Q�
10' CLG. TH AN 44" ABOVE FLOOR.
T b
Z V) 10. BALLOON FRAME ALL EXTERIOR WALLS
T Poco ll'-5" x 9'-0"
I TO UNDERSIDE OF ROOF
I C? -1
0 of - (ABOVE 8'
SCREENED ANAI FOYER CD
�*8 FRAMED COL. OFF I SHEATHING - PROVIDE FIRESTOPPING
Lo
T UJ 0 at: , I 1� % co
1 FROM PORCH EDGE 10' CLG. 10' CLG. U 00 �o EVERY 8'-Om �VERTICALLY IN WALLS > 8'-l".
v
< C) COVERED PORCH
CD 6'-8" x 7'-8" 11. ALL HANDRAIL BALLUSTERS TO BE
uwj 83 10 CLG. CD
00 SPACED SUCH THAT A 4" SPHERE CANNOT
C"'""4 o co 0" x 17'-10"
2860 SH PASS BETWEEN BALLUSTERS.
-C-4
12. ALL ELECTRICAL AND MECHANICAL
ADD STEPS TO .0 84" AFF
'(;KADE AS HEQ. 17 x r) EQUIPMENT & METERS ARE SUBJECT TO
CLG. BRK. RELOCATION DIUE TO FIELD CONDITIONS;
BY CODE OHC OHC ADD STEPS TO
I r CONTRACTOR lrO VERIFY.
40.590 h WALL jw/ GRADE AS REQ. 00
2 l' BEC SE BY CODE 1 13. FOR ADDITIONAL NOTES SEE GENERAL
15- BARIOP --- �u u ------
NOTES ON TITLE SHEET & DETAILS.
kN RAkNGE W/ 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE
36"MV.ABV. 2430 SH
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AREA TABULATION
MAIN FLOOR PLAN 1473 SQ.FT.
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ELEVATION NOTES
[NOTE_EXMUV]
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PRE-ENGINEERED TRUSS NOTES MULTIPLE BRACED TRUSSES, AS INDICATED IN TRUSS SPECIFICATIONS. MAQNG NO'MS Mp SPEanC"ON LATERAL WADS
DESIGN OF PRE-ENGINEERED WOOD TRUSSES SHALL BEAR THE SINGLE
SEAL OF AN ENGINEER IN THE STATE OF FLORIDA AND SHALL TRUSS BRACING 1.)ALL BRACING LUMBER SHOWN. EXEPT H3 HURRICANE CLIP @ EA. COMPONENTS AND. CLADDING:
PROVIDE BLOCKING FOR X-BRACE SPACM SCHEMA=
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M OR BETTER OR 2x4 SPF#2 OR BETTER. ROOF DECK 0 RIDGE.
IAI (UON) 4-12d TOE NAILS (TYP.) 0 2 4" 0.C. DESIGN CODE: THE 2004 FLORbA BUILDING RESIDENTAL CODE & ASCE 7-OT drawings.If a dimension is unclear
CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS H T -W BASIC WIND SPEED ----- ------- 120 MPH refer to the Architectural drawings ot
INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP lo -X � I , contact the E.O.R.
(1)DIAGONAL BRACE PER 2.)BRACING LUMBER SHALL INTERSECT IMPORTANCE FACTOR -4----- ------- 1.00
DRAWINGS. 0. 11 X -.011
(4) TRUSSES APPLIED THE WEB OF THE BRACED TRUSS, PER % PRO�IDE 2x4 SYP#2 UPRIGHT MEAN ROOF HEIGHT - ------------ 24.0 FT
TO BACKSIDE OF WEB. DELEGATED TRUSS ENGINEER. FROM TOP TO BOT. CHORD OF ROOF PITCH-------------------- 8/12
TRUSS 0 EA. X-BRACE ;811\'% I SUBDIVISIO
ALL TRUSS-TO-TRUSS CONNECTIONS SHALL BE PROVIDED BY Is I I It BUILDING CATEGORY ----------------11 N
DELEGATED TRUSS ENGINEER. 3.)PERMANENT PERMANENT BRACING (IF VERT. IS NOT PRESENT) __j EXPOSURE CATEGORY :------------ C PARADISE PRESERVE
'P' TO 101 WHERE NOTED ON TRUSS MFR. SHOP 3-12d 0 4' M I N. W/2 ENCLOSURE CLASSIFICATION ---------------PART. ENCLOSED
ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER BRACING AP LIED DRAWINGS, THE CONTRACTOR SHALL EA. VERT. I W INTERNAL PRESSURE COEFFICIENT LOT UNIT BLOCK
FRONT SIDE OF WEBS.A 11 2x4 SYP#2 DIAGONAL. OMIT THIS .55
'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING 101 PROVIDE 1x4 SYP#3 OR BETTER (TYP.) BRACE WHEN VERTICAL HEIGHT 36
& BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." T-BRACE FASTEI�E 11 BOTTOM CHORD BRACING lo, OF TRUSS AT BRACING LOCATION NOTE A CUSTOMER PLAN NAME
F 0 0 101 PERPENDICULAR TO TRUSS BOTTOM IS LESS THAN 40". ADDITIONAL BRACES AS REQ'D., COMPONENTS & CLADDING DESIGN PRESSURES (PSF)
0 0 WEB w/ 12d 0 6%TC. CHORDS AND ATTACHED TO EACH
FOR STRUCTURES DESIGNED AS PARTIALLY ENCLOSED, TRUSS 0 0 T-BRACE TO BE THE I I TRUS WITH 2-8d COMMON NAILS. AT ool EQUALLY SPACED wl SPACING TRIBUTARY INTERIOR EDGE STRIP:
ENGINEER TO PROVIDE SPACING REQUIREMENTS FOR BOTTOM I'll .1.1 -� .11.�, OF V-15" MAX. AREA (sf) ZONE o' = 4'-6" DESIGN/DRAWN/CHECKED
I I I I SAME SIZE, SPECIES, GABLE END WALLS PROVIDE DIAGONALS 0.1310" TOE NAILS 0 8"O.C.
CHORD BRACING OF THE TRUSS WITHOUT USE OFF;4GID CEILING CONTINUOUS LATERAL BRACING, SEE ANDGRADEAS WEB 11 AT END WALLS PROVIDE DIAGONALS FROM BOT. CHORD OF TRUSS 10 +49.3 -52.4 +49.3 -62.0 AOB/ AG /LAP
DIAPHRAGM. TO BE BRACED. 101 41 .11
TRUSS SHOP DRAWING FOR OTY. AND I I (APPROXIMATELY 45%) TO THE .... TO DBL. TOP PLATE WALL SHEATHING UP DATE
BY SIGNING AND SEALING THIS TRUSS LAYOUT', THE ENGINEER OF .00 LOCATION. LE MORE THAN (1) LATERAL-/ 101 ADJACENT EXTERIOR PERPENDICULAR NJ GABLE END TRUSS. so +45.4 -48.5 +45.4 -54.1 09.18.06
.10 BRACE IS NEEDED, OVERLAP BRACE I WALL BETWEEN EACH LINE OF BRACING 2-0.131 x3" EA. ENDJ� SIMPSON LSTA1 2 0 24" O.C. 12" LONG 2x4 13LOCKING -50.7 SCALE
RECORD (EOR) MAKES NO CLAIMS REGARDING THE COMPONENT AS SHOWN. 0 TO FORM A ZIGZAG PATTERN ALL 100 +47 -46.8 +43.7
DESIGN THAT WERE PREPARED BY THE DELEGATED ENGINEER CONSTRUCTED OF THE SAME BRACING 2x4 SYP#2 BLOCKING 0 24"O.C. ATTACH] \ WITH 4-10d TOE-NAILED I AS NOTED
(TRUSS DESIGN ENGINEER) TO ACHIEVE THE FRAMING DEPICTED MATERIAL. THIS REQUIRMENT IS NOT LATERAL BRACE w/16d 0 4"O.C. IINTO DBL. TOP PLATE, CTR'D 1. THESE PRESSURES REPRESENT THt NET PRESSURE (SUM OF EXTERNAL & INTE.RNA.L.
ON THIS SHEET. THE EOR DOES NOT CLAIM THE WORK CONTAINED NECESSARY AT HIP ROOFS. ALSO 2x4 SYP#2 BLOCKING AS CEILING /ON THREADED ROD. PRESSURES) APPLIED NORMAL TO WALL SURFACES. JOB NO.
ON THESE TRUSS LAYOUTS AS HIS OWN. THE EOR CERTIFIES ALONG EXTERIOR WALLS PARALLEL TO -2x4x8' SYP#2 LATERAL BRACE EA. NAILER (NOT CONTINUOUS) ATTACH 2. LINEAR INTERPOLATION BETWEEN VALUES OF TRIBUTARY AREA IS PERMISSIBLE. J-06-0523F
BOTTOM CHORD BRACING PROVIDE X-BRACE w/ 3-16d INTO EA. TRUSS. w/ 0.131x3" 0 8"O.C. STAG. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARD & AWAY FROM THE
THAT THE TRUSS AND BEAM SPAN DIRECTIONS, AND BEARING THREADED ROD TO EXTEND EXTERIOR WALL SURFACE. I SHEET
DIAGONALS IN THE END SPACE 4. ALL COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH
WALL LOCATIONS ARE THOSE WHICH THE SUPPORTING STRUCTURE BETWEEN THE WALL AND THE FIRST OVER 2x4 BLOCKING AND POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE.
WERE DESIONED TO CARRY. DUTIES DELEGATED TO THE TRUSS LINE OF BOTTOM CHORD BRACING AT A GABLE TRUSS BOTTOM CHORD 5. COMPONENT & CLADDING ELEMENTS WITHIN A DISTANCE 'o' FROM OUTSIDE
DESIGN E" NEr-R EXPLICITLY NOT COVERED BY THIS SEAL 10007� PERMANENT TRUSS BRACING MAXIMUM SPACING OF 20 FEET. r2 ABLE END BRACING FASTEN PER SPECIFICATION. CORNERS OF THE BUILDING SHALL' BE DESIGNED FOR THE EDGE STRIP PRESSURES.
INCLUDE COMPONENTS (INDIVIDUAL TRUSS) DESIGN, TRUSS TO SCALE: N.T.S. PLATFORM FRAMING DETAI OTHERWISE. USE INTERIOR ZONE PRESSURES.
THREADED ROD. 6. DESIGN OF VVINDOWS/OOORS FASTENING TO THE WALL FRAMING IS THE
TRUSS D
CONNECTIONS, AND TRUSS TO TRUSS LOADING, SEE KEYED NOTE 2, ON PLAN FOR BALLOON APPLICATION AT GABLE END RESPONSIBILITY OF THE WIN OW/DOOR MANUF./SUPPLIER & SHALL MEET THE
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FRAMED GABLE END INFORMATION ABOVE NOTED P�SITIVE AND NEGATIVE PRESSURES. Soo
SHEET 1 OF 5
-..0001
Lou Pontigo and
Associates Inc.
496 Osceola Avenue
Jax. Beach,Flodda 32250
Ph.242-0908 Fax.241-9557
CA#8;344
CONTACT US WrTH YOUR COMV&M
S1.0
6x6 P. F. SYP#2
POST, TYPICAL. A
S1.0
(5 PLACES) 6x6 P.T. SYP#2
OST, TYPICAL.
--------- ---- - -------------
L (4 PLACES)
-------- -V�� VALID ONLY WHEN
SIGNA7URE IS IN BLUE INK
AND RAISED SEAL
1r
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Si. . Ffl I
4r
S1.0 REVISIONS BY
_00
.0
6'_1
L
F
SLIDING GLASS DOOR
FRAMES MUST BE RECESSED
//'7
CURB
SEE ARCHITECTURAL PLANS 3 S1.0 1
FOR LOCATON OF SLIDING
GLASS DOORS. S1.0
S1.0
LA 4 CONCRETE SLAB w/
FIBERMESH @ 1.5 LBS/
CU.Yp
11k
OF CONCRETE OR 6x6 W1.4�W`1.4
WWF ON 6MIL VAPOR BARRI
S1.0
IN PREPARED GRADE. 3
I L CURB
SiA
T� FOOTING SCHEDULE AND NOTES
F 2.0
------ S1.0 TYPE LENGTH WIDTH DEPTH BOTTOM BARS
Or i
of it-Ooo
F2.0 2t-Ooo 2v-O 3-#5 EA. WAY BOT.
-6 of -69p )-opt
F2.0 F2.5 2' 2' 1 3-#5 EA. WAY BOT.
4 ------
F3.0 3 -0 35-09" !: 1 0 3;-#5 EA. WAY BOT.
C)
S1.0 rr [,t�'-7 F3.5 3'-6 3'-6tv i t-oft 4--#5 EA. WAY BOT.
K*4 B� I off
114- F4.0 4 - 41-Off 4--#5 EA. WAY BOT.
S1.0
10
-6 -6
S1.0 SIMPSON PA51 STRAP F4.5 4 4
+ JI/ S1.0
I _j ANCHOR EMBEDDED IN WALL 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO.
f�__.7777_ - I RELATED TO THE FOUNDATION. FOR GENERAL FEATURES,
6\B FTG. EA. OF GARAGE WING DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS,
WALL SEE 10/S2.0. TYP. ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE
�7
"CD _�_-447�1j-,. 14 IN FOR REFERENCE ONLY.
o' [0
1 -5 2. FTGS. & FND. SHALL BE IN w
5
3. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY
11 L L SUITABLE SUBSURFACE
L I S1 .0 CONDITIONS.
1 4. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A
CURB
MINIMUM OF 95�, MODIFIED PROCTOR IN ACCORDANCE WITH
co L F2.5 ASTM D 1557.
11 F F2.5
5. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN
IL------ FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE,
_T__T J- -------------------
S1.0 S1.0
S1.0
1 CURB CONTINUOUS 8"
U-BLOCK BON�_����
S1.0 BEAM w/1-#5 CONT.
8" CMU WALL w/
#50 48" O.C. IN
GROUT FILLE
D CE
LLS.
SLAB ON GRADE
GRADE SO.0-TRUSS PLACEMENT
SEE �LAN.__N\
. . -7 S1.0-FOUNDATION PLAN
IV MI. 4GRADE
00
S-1.1-1ST & 2ND FLOOR PLAN
FOUNDATION PLAN.
SCALE: 3/16" V-0 TYPICAL S2.0-GENERAL SPECS.
THICKENED
STEMWALL
FOOTING. SLAB, SEE
DETAIL 4B/S1.0. S2.1-STID. FRAMING DETAILS
STEMWALL VERSION MONOLITHIC VERSION
IAT CONTRACTOR OPTION, EITHER VERSION MAY BE USED
/07� A/C SCREEN WALL
SCALE: NTS
\Z-.00/
8" x 8" BOND BEAM 1#4 CONTINUOUS, PROVIDE TYPICAL WALL FRAMING
w/ 1-#5 CONT. PROVIDE TYPICAL WALL FRAMING AND ANCHORAGE CORNER BARS 3' EA. SIDE AND ANCHORAGE PER 1#4 EXTENDED Do not scale dimensions from these
CORNER BA --I\- IN, PER CONSTRUCTION SPECS. \OF RECESS. (TYPICAL) CONSTRUCTION SPECS. TYPICAL WALL FRAMING 3' EACH SIDE dray4ngs.If a dimension is unclear
IRS (TYPICAL) AND ANCHORAGE PER STEP, OF RECESS. refer to the Architectural drayAngs or
1#5 CONTINUOUS, PROVIDE 2-#5 CONT. SEE ARCH.--y
5/2" TYPICAL WALL FRAMING SLAB ON CONSTRUCTION SPECS. (TYP.)
AND ANCHORAGE PER A
CORNER BARS (TYPICAL)
BRICK VENEER IS ./ ' .. GRADE, DRILL & EPDXY #4 0 18" O.C.
>� 4w STEP, SEE
V CONSTRUCTION SPECS. 4 a
ACCEPTABLE WITHOUT < WINE, MONO SLAB FOOTING AT PORCHES, 4 --d & BEND DOWN INTO STAIR.
SIZE. EQUAL TO SLAB CONC. STAIRS SUBDIVISIC
I I- GARAGE CUR DETAIL SEE PLAN. ARCH. SECONDARY POUR .
INCREASE OF FOOTING M /-%,� W/ \�HEN SPECIFIED ON PLAN. 1-#5 CONT., PROVIDE
pq_ - 00 CORNER BARS (TYP.) SEE 6B/S1.0 44 (6" MAX.)
C'4 SLAB ON GRADE THICKNESS. PARADISE PRESERVE
SEE ARCH PLAN
TOP OF FOOTING I-SEE PLAN. SLAB ON 8"x16" 1-STORY, w/(2)#5 CONT. ... 5j" SLAB ON 6A 0 CURB 6B 0 SLAB RECESS #40 18" O.C. LOT UNIT BLOCK
GRADE, 36
GARAGE CUR DETAIL 1, 1.4. DOWELS BEND
GRADE, -STORY, wA2)#5 CONT.
41
8"x20"
j 2
8" CMU STEMWALL W/
--SEE PLAN, INTO STAIRS.
SEE PLAN.
BRICK VENEER IS #5 VERT. HOOKED INTO)
CUSTOMER PLAN NAME
4
MONO. FTG.
GRADE OR CONIC. AT WALLS GREATER HEN
SLAB, SEE PLAN. DEPTH IS
zil L
-0" HIGH, NOTIFY E.O.R.
4' 0" O.Cj
FOR TEMPORARY BRA"ING BEARING AT INTERIOR FROM LOW 1-doo >,oj X� INCREASE OF FOOTING _0011 44 BETSCON HOMES
3 AND ANCHORAGE PER\ BEND 2 INTO SLAB
ALT. FOOTING AT SL B CONSTRUCTION SPECS. SIZE. DESIGN/DRAWN/CHECKED
LAYOUT PLAN. B (TYP)
C14 BUILDERS DISCRETION. I GRADE
STEMWALL REINFORCEMENT �-�-o SHOWER PAN, SEE ARCH . . 412.
BRICK VENEER, SLAB ON AOB/ AG /LAP
R SEE ARCH. PLAN. MAINTAIN 4" MIN. SLAB THICKNESS.
a 16 lo
4 DATE
CMU REINFORCING N ..I _N GRADE,
#4 DOWEL TO MATCH 12" 1-STORY, w/(2)#4 CONT. 1#5 CONT.
COURSES WALL REINFORCING. SLAB ON PLAN. 09-18.06
0." - A or .
1 TO 6 #4 VERT. 0 48"O.C. 16" 2-STORY, w/(3)#4 CONT. SCALE
a -4 N�_
GRADE, W FOR MONOLITHIC OPTION, SEE 2/S1.0
SEE PLAN. C%4
7 TO 10 #4 VERT, 0 24"O.C. CONT. CONCRETE FOOTING A 3-STORY, w/(3)#5 CONT. OR
AS NOTED
11 TO 12 #4 VERT. 0 FOR STEMWALL OPTION, SEE 1/S1.0
8"O.C. 8"xl 6" 1-STORY, w/(2)#4 CONT. 00 It 3101B )A 10.
STEMWALLS OVER 6 COURSES TO 10 to X20ot 2-STORY, 6"x8" EXTENSION FOR BRICK THICKENED EDGE 8"xl 6" THICKENED 3" WIDTH, SEE STAIRS & PROVIDE J-06-0523F
HAVE TRUSS TYPE HORIZ. JOINT ot wA3)#4 OR (2)#5 CONT. LEDGE ADD 1-#5 CONT. w/ 1-#5 CONT. w/ 2-#5 CONT. 8"x16 DETAIL 1/S1.0 #40 18" O.C. E.W.
REINF. BETWEEN EVERY OTHER 12"x24 3-STORY, w/(3)#4 OR (2)#5 CONT. 8'*x8"- DETAIL 4A I-STORY, wA2)#5 CONT. SHEET
COURSE. FILL CELLS SOLID. 12"xl 2 DETAIL 413 8"x20" 2-STORY, wA2)#5 CONT.
BRICK LEDGE DETAIL
STEM WALL AND FOOTING
M r7
SIMILAR AT FRONT AND REAR PORCHES W/O FRAME WALL ABOVE. MONOLITHIC EDGE FOOTING 1'0074� THICKENED SLAB r5%%\ F001ING W/ SHOWER RECESS r6 ONO. FOOTING AT STEP-DOWN CONCRETE STAIRS ON GRADE
\S1.0/
CONTRATOR MAY OMIT CHAIR BLOCK & FORM EDGE FO 4" SLAB. %%.omoolo 11..�-o I\�-o ET 2 OF 5
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LOAD PATH-SU PPORT/UPLIFT SUMMARY SYMBOL LEGEND
BRG. MEMBER NODE SUPPORT UPLIFT
WOOD BEAM OR TRUSS
TRUSS A3 8 3.2x4 SYP 8B/S2.O
TRUSSCII A 3.2x4 SPF SEE SCHEDULE BELLOW I INTERIOR 40AD BEARING WALL
TRUSS D4 A,B 3.2x4 SPF SEE SCHEDULE BELLOW 2x6 STUD WALL @ 16" O.C.
i
BM#1 A 3.2x4 SYP (2)HTS20+(2)H8
SW# SHEARWAL�l SEGMENT.
BM#1 B 3.2x4 SPF (2)HTS20
BM#2 A 2.2x4 SPF (2)H8 'W//7//7 STEP, SEEI' ARCHITECTURAL PLANS
BM#3 B HEADER 8H/S2.0 BRACE GABLE END PER 2/SO.O QR SEE
BM#3 C 2.2x4 SYP (2)H8 KEYED NOTE 2 FOR BALLOON FRAMING. Lou Pontigo and
SEE 8A/S2.1 CONVENTIONALLY STRAPED AREA, SEE 7/S2.0 Associates, Inc.
FOR CONN. 496 Osceola Avenue
Jax. Beach, Flodda 32250
4x4 P.T. SYP#2 BM# BEAM, PER TRUSS PACKAGE, U.O.N. Ph.242-0908 Fax.241-9557
POST, TYPICAL. SEE 8A/S2.1 FB# FLOOR BEAM, PER TRUSS PACKAGE, U.0.N. CA#8344
6x6 P.T. SYP#2
(5 PLACES) (2)2xl 0 (2)2xlo/ FOR CONN. LOADING CHART NOTE
POST, TYPICAL. 1. THESE BEARING NODES CORRELATE WITH THE TRUSS PROFILES
H# HEADER, SEE SCHEDULE BELOW. NTACT US WrrH YOUR CQWeM
-LABELED AS A,B,C,D...., FROM LEFT TO RIGHT. 90
AND HAVE BEEN RE
(4 PLACES) _COMMENTS@LP-A.COM
4N 2. THE NODE LABELS GIVEN IN THE TRUSS ENGINEERING HAVE
(2)2xl 0 (2)2xl 0
�e I X
BEEN DISREGARDED. BUILT-UP POST WITHIN THE WALL, SEE
1-1 X PLAN AND SUPPORT CALLOUT
TYPICAL SUPPORT NOTES:
1. SUPPORT POST: BUILT-UP POST SHOWN ON PLAN ARE MINIMUM
X ci AND MAY BE INCREASED TO CORRESPOND WITH STUD WALL SIZE
C1 SELECTED. LTT20B (SIMPSON) OR PROVIDE
2. ALL MULTI-PLY TRUSSES AND BEAMS, PROVIDE A BUILT-UP C SPH4/6 w//2" ANCHOR BOLT 0 HDQ8 (SIMPSON)
CA C-� POST COMPOSED OF MULTIPLE WAL L STUDS EQUAL TO THE 4" FROM STUD.
FRAME WALL UPLIFT CONNECTOR SCHEDULE HTT16 (SIMPSON) PA51 (SIMPSON)
T D4 CONNECTION UPLIFT (LBS) (SIMPSON) X THREADED ROD
HTT22
VALID ONLY WHEN
V)I (A (1)H8 < 745 PHD2 (SIMPSON) SIGNATURE IS IN BLUE INK
C: V) CONNECTION (2)H8 HTS20 �SIMPSON)
< 1490
0
DBL. TOP PLATE
LL zz�
�Z SI x 9B (2)MTS1 2 < 2000
C CA HEADER
z HEADER SCHEDULE- (MINIMUM SIZE)
0C 2x6 O\�OR E I SEE 8A/S2.1 (2)HTS20 < 2900* rREVISIONS By
Z! 0C to C2 I POST
< 2x8 RIDGE. RAFTERS @ 24 0.C. FOR CONN. MAXIMUM JACK KING
-j (2)HTS20+(2)H8 < 4390* SYMBOL HEADER 1
n_ OPENING STUDS STUDS
W/ OVERFRAME LEDGER
�PROVIDE 1/2"0 ROD ADJ. TO CONNECTORS
H6 (2)2x6 4'-499 1 1
cl�l
LL- SEE 5/S2.1 F- =::q
TRUSS CONNECTIONS SHOWN ON PLAN SHALL SUPERSEDE
H8 (2)2x8 6'-40P 1 2
Lt- X TABLE. AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO I
C ALL HEADERS I I AVOID NAILING CONFLICTS THROUGH TRUSS. WEN USING TWO H10 (2)2xlO i 81-4pp 1 3
�r- . I <
> ARE H6; L.O.N. 7L -J 11 i STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY
C**, H12 (2)2xl2 10'-4" 2 3
Cn (J7 ACROSS DBL. TOP PLATE FROM EA. OTHER.
SEE 8A/S2.1
N (3)2x4 SYP#2 (n H9.25 (2)9.25" LVL PER PLAN 2 3
H1 1.88 (2)11.88" LVL PER PLAN 2 3
FOR CONN. POST BOTH ENDS
ICA) OF THE HEADER.
-�A I F- 00 H14.00 (2)14.00" LVL PER PLAN 3 3
H 8 1 r I
H16.00 (2)16.00" LvL PER PLAN 3 3
B 3\
IA72 7 7-1
"��j ZrR-1 H8 --
V)
C14 TYPICAL EMN NOTES:
1. BEAMS & HEADERS SUPPORTING ROOF FRAMING (EITHER DIRECTLY
OR THAT SUPPORT AN UPPER ,'LEVEL WALL THAT SUPPORTS ROOF
01
FRAMING) SHALL BE SUPPORTED BY (3)2x SPF#2 TO MATCH WALL
lo
< DEPTH (U.O.N.). FASTEN BEAM TO POST WITH (2)HTS20. FASTEN POST
77 El
UJI TO FOOTING w/ HTT16. THESE SIMPSON FASTENERS MAY BE OMITTED IF
N �o THE BEAM PASSES BELOW THE CONTINUOUS DOUBLE TOP PLATES AND
2 C Cn I oo
0 0o A THREADED ROD IS WITHIN 6" OF THE SUPPORT POST.
V) w
D M 3--C 7B
S2.1 SHEATH FULL HEIGHT 2. SEE 4/S2.1 FOR ATTACHMENT OF INTERIOR SHEARWALL TO FLOOR
SH A H FULL HEIGHT DOWN TO FLOOR FRAMING AND DETAIL 5/S2.1 FOR ATTACHMENT TO THE ROOF.
2s 15)�15V ith 4- Dow [
AMIN BEFORE ROOF DECKING. 3. FOR ATTACHMENT OF EXTERIOR WALLS THAT TERMINATE BETWEEN
BE V'ROOF DECKING.
TRUSSES, SEE ALT C. OF 5/S2.1 (TYPICAL)
Ln
BM#1 11 V) 4. FOR GENERAL UPLIFT REQUIREMENTS, SEE ANCH RING SYSTEM IN
\7 7' -E CONSTRUCTION SPECS ON S2.0.
X X 5. CHIMNEY ICABLE). SEE DETAILS 15 & 16/S2.1.
FRAMING (IF APPL
(A
X 6. 'POST FROM ABOVE' WHEN NOT BEARING ON BEAM, INDICATES THAT c)
H U r4 1 00 THE SAME SIZTE AND SPECIES POST SHOWN ON THE 2ND FLOOR SHALL
7A r7 A BE PLACED ON THE 1ST FLOOR ALIGNED w/ THE UPPER POST, PROVIDE
S2.1
POST TO LOWER LEVEL POST OR TO LOWER LEVEL BEAM WITH (2)CS16
STRAPS AND FASTEN TO FOUNDATION w/ HTT16 U.O.N. ON PLAN
7. FOR BEARING WALL AND_!jQACLER SEE CONSTRUCTION SPEC.
TYPICAL PORCH FRAMING NOTES GARAGE DOOR CONNECTION 8. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR PER
SCHEDULE, ADJACENT TO ALL bOOR AND WINDOW OPENINGS. (UON)
TO HEADER WITH MSTA24
BEAM TO POST FASTEN EACH JACK STUD
(2)MSTA24 w/9-10d EACH END
-10d EACH END) EACH 9. L)2j1-QA_L BUILT-UP SJQI2/p�al AT ALL MULTI-PLY TRUSSES AND
w/(9
BEAM TO WALL FRAMING BEAMS, PROVIDE A BUILT-UP POST COMPOSED OF MULTIPLE WALL
SEE DETAIL 8/S2.1 FOR CONNECTION SIDE OF OPENING. (TYP.) SW-3 STUDS EQUAL TO THE NUMBER OF TRUSS OR BEAM PLIES. (U.O.N.)
UPPER POST TO LOWER POST M LTI-STORY) KQED PLAtj NOTES: APPLICABLE ONLY IF REFIRENCED ON PLAN.)
1. PROVIDE (2)FULL HT KINGS & (2)JACK STUDS EA. SIDE OF EACH
(2)CS16 w/9-8d TO EACH END OPENING. EACH JACK STUD TO HEADER w/MSTA24. AT GROUND FLOOR
POST T0 SLA 7A (IF THREADED ROD IS NOT POSSIBLE) FASTEN JACKS TO BOTTOM PLATE
ABU44/66 w/6-16d EA. END OF'. SHEATH FULL HEIGHT S2.1 w/SPH4/6 & '/2"0 ANCHOR BOLT TO BE PLACED WITHIN 4" OF JACK
DO*4 TO FLOOR FRAMING GROUP. AT ELEVATED FLOORS, FASTEN JACKS TO WALL FRAMING
HTT16 w/1-3/4 ROD TO FTG. BEFiORE ROOF DECKING. BELOW w/ (2)CS16. ( SHEET INDEX"
i SO.O-TRUSS PLACEMENT
2. PLACE GABL fND TRUSS TO THE INTERIOR FACE OF BALLOON
FRAMED WALL AND FASTEN TRUSS TOP & BOTTOM CHORDS TO S1.0-FOUNDATION PLAN
BALLOON FRAMED WALL STUDS w/ 2-12d COMMON WIRE NAILS AT EA.
STUD. FASTEN GABLE END TRUSS w/ SIMPSON H8 AT EACH END. S1.1-1ST & 2ND FLOOR PLAI`
CONVENTIONALLY STRAP WALL U.O.N.
S2.0-GENERAL SPECS.
3. SHEATH WALL FULL HEIGHT�DOWN TO FLOOR FRAMING BWORE ROOF
DECKING.
S2.1-STD. FRAMING DETAILS
FIRST FLO�OR FRAMING PLAN SECOND FLOOR FRAMING PLAN- 4. H10F OR H12F SYP#2 BEAM Wl / 1/2" CDX PL 00 -ILITCH GLUED
to = 19-01) NAILED w/ 3-ROWS OF 12d COMMON WIRE NAILS 0 6" O.C. (STAGGER
SCALE: 3/16
SCALE: 3/16" = V-01' FROM EA. SIDE)
1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE ROOF
1. BEAMS AND TRUSSES INDICATED ON THIS PLAN ARE FRAMING MEMBERS. 5. PROVIDE SPF#2 SOLID BLOCKING AT 24" O.C. BETWEEN THE GABLE END
SECOND FLOOR FRAMI G MEMBERS. TRUSS AND THE FIRST INTERIOR, TRUSS (TO MAT-CH TOP AND BOTTOM
2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD CHORD DEPTHS). INSTALL AN INFILL 2x4 SPF#2 STUD WALL ALONG THE
RAKE OF THE TOP CHORD AND FASTEN THE INFIILL WALL PLATES DIRECTLY
2. (�) INDICATES NODE OF FRAMING MEMBER, SEE LOAD PATH-UPLIFT/SUPPORT SCHEDULE THIS SHEET. TO THE BLOCKING ALONG BOTH 'THE TOP AND BOTTOM CHORDS w/3-12d Do not scale dimensions from these
PATH-UPLIFT/SUPPOR T SCHEDULE THIS SHEET. COMMON WIRE NAILS AT EACH INTERSECTION. dravvings.If a dimension is unclear
3. REFER TO PLAN NOTES AND KEYED NOTES AT RIGHT FOR refer to the Architectural dravvings o,
6. CURVED WALLS SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. contact the E.O.R.
3. REFER TO PLAN NCTES AND KEYED NOTES AT RIGHT FOR PLAN SPECIFICS. SHEATHED NTH 3/9" CDX PLYWOOD INSTALLED NTH THE STRONG AXIS
PLAN SPECIFICS. VER11CALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF 114E
4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY WALL. FASTENING SHALL BE WITH 8d COMMON WnRE NAILS 0 6" O.C. EDGE
4. BUILT-UP POST SHOWN ON PLAN ARE MINIMUM AND MAY BE INCREASED TO CORRESPOND WITH STUD WALL SIZE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24* SUBDIVISION
BE INCREASED TO CORRESPOND WITH STUD WALL SIZE SELECTED. DEEP GLUED AND NAILED PER SHEATHING SPECIFICATIONS. rpARADISE PRESERVE
SELECTED. 7. Qff-RFBAME GABLE P-QNY-WALL OVER ROOF TRUSSES. PROVIDE 2x4 LOT UNIT BLOCK
5. ALL EXTERIOR WALLS ARE SW-3. INSTALL ONE ANCHOR. BLOCKING BETWEEN TRUSSES 0 24" O.C. FASTEN BLOCKING EA. END 36
5. ALL EXTERIOR WAL S ARE SW-3. INSTALL ONE ANCHOR, PER SCHEDULE ADJACENT TO ALL DOOR & WINDOW w/SIMPSON A34 CLIP. ANCHOR WALL TO FRAMING PER SCHEDULE 7/S2.0. CUSTOMER PLAN NAME
PER SCHEDULE, ADJACENT TO ALL DOOR & WINDOW OPENINGS. (U.O.N.) 8. WALL � T-ERAM I ND BETSCON HOMES
, PROVIDt (2)2x4 BLOCKS 13ETKEN TRUSSES
OPENINGS. (U.O.N.) FASTENED EA. END w/ (2)A35 tLIPS TO SUPPORT WINDOW SEAT, DESIGN/DRAWN/CHECKED
i AOB/ AG /LAP
6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL 9. CONVENTONALLY FRAMED HIPS AND RIDGES WHERE NOTED ON PLAN
6. REFER TO SO.0 FOR MINIMUM EXTERIOR BEARING WALL SCHEDULE IN COMPLIANCE WITH FBC-R TABLE R301.7. PROVIDE (2)2x-4 SYP#2 KING PO;ST FASTEN TOP AND BOT. w/ (2)HTS20. DATE
SCHEDULE IN COMPLIA�CE WITH FBC-R TABLE R301.7. 09.18.06
10. FASTEN POST ,TO FRAMING 6ELOW w/ (2)CS16 OR (2)MSTA30 STRAPS.
SCALE
11. PROVIDE INTERMEDIATE JACK STUDS BETWEEN OPENINGS. EACH AS NOTED
JA,CK STUD TO HEADER, %(U�Xk-S4, *1,13 -�G FRkVk"Q. 1a1F-.L(3\t4 %/
(2)CS1 0 STRAPS.
J-06-0523F
12. BOX BEAM BETWEEN UPPER AND LOWER OPENINGS, & QR TRANSOM SHEET
DOOR & UPPER WINDOW SEE 17/S2.1.
SHEET 3 OF 5
WHERE ROD IS SPECIFIED ON
DESIGN SPECIFICATIONS: CONVENTIONALLY STRAP W14ERE THREADED ROD TERMINATES PLAN ADJACENT TO GIRDER/BEAM THREADED ROD
MAX. ROD SPACING IS EXCEEDED AT UPPERMOST TOP PLATE LOCATE ROD WITHIN 6" OF POST. FROM ABOVE
(SINGLE AND
DESIGN CODE: 2004 FLA. BUILDING CODE - RESIDENTIAL (FBC-R) OMPANCY: RESIDENTIAL GROUP R-3 MULTI-FAMILY) / NUT AND WASHER.
DESIGN LOADS: ACTUAL AND UNIFORM ANCHORING SYSTEM: THE THREADED ROD ANCHORING
SHEATHING CONNECTION -4
2-0 A307 THREADED AT PLATE WOOD BEAM
SYSTEM SHALL CONSIST OF
DEFLECTION CRITERIA:
RODS, ORIEN1TED VER71CALLY AND ATTACHED TO THE THREADED ROD OR HEADER
FOUNDATION AND TO THE UPPERMOST PLATE AT THE
ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/11180 FLOOR FRAMING: LIVE LOAD L1360 & TOTAL LOAD L/240 POST AS I FROM ABOVE_�
ROOF LOADING (cdl=1.25) FLOOR LOADING (cd=1.00) IHKLAULD ROD NOTED. I LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE
TOP CHORD LIVE LOAD 20 psf TOP CHORD LIVE LOAD 40 psf TERMINATES AT I TOP PLATE, PROVIDE A 3*x 3"x/4* Q&3"x3"x`/8" w/
TOP CHORD DEAD LOAD(ARCH SHINGLES) 7 psf TOP CHORD DEAD LOAD 10 psf 1 V/2*0 ROUNO) STEEL WASHER. FASTEN WITH A NUT
INTERMEDIATE
SOLID AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE STEEL COUPLER
TOP CHORD DEAD LOAD(CONC. OR CLAY TILE) 20 PSf BOTTOM CHORD LIVE LOAD 0 psf ILEVEL I TIGHTENED NIUT. (TYP.)THIS SYSTEM ELIMINATES THE SECURE TOBEAM w
BOTTOM CHORD LIVE LOAD 10 psf BOTTOM CHORD DEAD LOAD 5 psf BLOCKING I CONVENTIONAL STRAPPING REQUIREMENTS OF WOOD (2) ROWS OF 8d COMMON THREADED ROD /-(OPTIONAL, LOCATE AS NEEDED) SIMPSON HTT22 wl
BOTTOM CHORD DEAD LOAD 5 psf wl I HIN I FRAMED CONSTRUCTION (I.E. STUD-TO-PLATE TIES. MIN. (1 4)16d SINKER
- ASCE 7/02 - SEE SHEET SO.0 FOR LATERAL LOADS AND COMPONENTS & CIL DING. FLOOR TRUSS ORIJOIST. FLOOR I BOTTOM PLATTE TO FOUNDATION TIES, NAILS 0 6" O.C. TO TOP NAILS TO BEAM. Lou Pontigo and
WII N D LOADING (TYP) I FLOOR-TO-FILOOR STRAPS, AND HEADER TO JACK PLATE. (STAGGER NAILS
FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 STUD STRAPS) UNLESS OTHERWISE NOTED IN THESE BETWEEN ROWS. WOOD BEAM Associates, Inc.
PSF BOTTOM CHORD. REACTIONS CALCULATED FOR THE BEARING POIINTS OF ROOF TRUSSES SHALL BE REDUCED IN DOCUMENTS. OR HEADER T RAISED HEADER
ACCORDANCE w/ FBC SECTION 1605.3.1.1. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBIN 7D WITH ROOF LIVE LOADS 4- 4-- 1- -4- - -T - - - - I-- - -4-
SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD, TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL I T _ff IF I ROD INSTALLATION: AT ALL PLATE PENETRATIONS, RAISE WALL SHEATHING 496 Osceola Avenue
TRUSS-TO-TRUSS CALCULATIONS AND*CONNECTIONS (UNLESS A SPECIAL CONNECTOR DESI 6-PN IS REQUIRED AND NOTED I I AT OPENINGS > 4'-2", PROVIDE A HIDLE IN THE PLATE 34" LARGER THAN THE 3/, FROM 130TTOM OF RODEMBEDMENT
DIAMETER OF' THE THREADED ROD USED. WHILE Jax. Beach, Flodda 32250
ON TRUSS LAYOUT) I I ATTACH TOP PLATE TO I POST TO I SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLERS SOLE PLATE. MONOLITHIC: 6"
ZHEADER, MATCH STEM WALL: 12" Ph.242-0908 Fax.241-9557
RADON COMPUANCE- BUILDING CONTRACTOR SHALL DETERMINE IF THE SITE IS LOCATED IN AN AREA WHERE LOCAL I YPICA I -HEADER WITH LSTA12 ABOVE I (SIMPSON CNIW OR EQUAL) MAY BE USED IN CASES CA# 8344
SENT OVER w/ (5) 10d WHERE ONE (CONTINUOUS ROD IS UNFEASIBLE. THE
ORDINANCE REQUIRES COMPLIANCE WITH APPENDIX F, FBIC-R 2004, -FLORIDA STANDARD FOR P14SSIVE RADON RESISTANT I I I
NEW RESIDENTIAL BUILDING CONSTRUCTION." IN SUCH CALSES, THE SLAB-ON-GRADE SHALL BE CAST WITH A MINIMUM I I INTO TOP PLATE AND ROD SHALL BE INSTALLED APPROXIMATELY CENTERED
STRENGTH OF 300OPSI AND SLAB CONTROL JOINTS SHALL BE SEALED AGAINST SOIL-GAS ENTRY, CONTRACTOR IS 1 (5) 10d INTO HEADER. IN HOLE. RODS MAY BE SLANTED FROM TRUE FLOOR FRAMING CONTACT US WITH Y04JR COMM84TS
AVOID CONFILLICTS WITH FLOOR AND WALL FRAMING.
RESPONSIBLE FOR FULLY COMPLYING WITH THE STANDARD. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO
I I THE NUT ABCOVE THE UPPERMOST PLATE SHALL BE SECURETO BEAM w/
I Om I SECURED OVER THE WASHER TO A SNUG-TIGHT 2" MIN. R SIMPSON HTT22 w/ MIN.
MATERIAL SPECIFICATIONS: I I KING, T I I I CONDITION PLLUS ONE-HALF TURN OF A STANDARD ---40- AN A D D f?OD FOUNDATION (14)16d SINKER NAILS
G
-7 SOLE PLATE ANCHORS FOUNDATION NOT SHOWN N, i
CAST-IN-PLACE CONCRETE- SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS I I WRENCH (APPROXIMATELY 25 FT.-LBS. OF TORQUE). CHO IN TO BEAM.
FASTEN THREADED ROD EPDXY ANCH(ORING ALL THREADED RODS SHALL BE
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. DRILLED & EFPDXY ANCHORED. PROVIDE A MINIMUM 1 DROPPEb HEADER %
MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI MEN USING TYPE M OR S MORTAR (ASTM C 270). IN EDGE DISTANICE (MEASURED MOM CENTERLINE OF ROD SHEATHING SPECIFICATIONS
ACCORDANCE WITH ACI 530, THE 1900 PSI BLOCK IN COMBINATION WITH TYPE M OR S MORTAR PROVIDES A DESIGN IF SW-1 IS SPECIFIED EACH SIDE OF TO EDGE OF SLAB) OF 2- FOR 2x4 FRAMING AND 3"
COMPRESSIVE STRENGTH (f'm) OF 1500 PSI. IN 2x6 FRAMING. PROVIDE 6" EMBEDMENT FOR
ROD ANCHORING SYSTEM OPENING, PROVIDE FULL SHEATHING MONOLITHIC (CONCRETE AND 12' EMBEDMENT FOR FULL HEIGHT ANCHOR SEC11ONS /*I" OD TO BEAM CONNECTION
ABOVE WINDOWS, AND NAIL WTH 8d 0 STEMWALL AND CMU AND ICF INSTALLATIONS. /002 3� R
GROlUT. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C 476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE IF CONVENTIONALLY STRAP, SEE DETAIL 7/S2.5 3" O.C. EDGE AND FIELD. ACCEPTABLE ALTERNATE ir
OF % PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS NAA�O kz.00,
WHEN TESTED IN ACCORDANCE WITH ASTM C 1019.
REINFORCING STEEL- SHALL BE ASTM A615, GRADE 40. It SYP#2 2.1x4 NAILER VALID ONLY WHEN
FLOOR OR ROOF RUSS. SIGNATURE IS IN BLUE INK
STRUCTURAL STEEL- SHALL BE ASTM A36. ROOF ROOF FASTENEID TO TRUSS MAX AND RAISED SEAL
-i- TRUSS. TRUSS. ATTACH SW SHEATHING TO ADJACENT BOT' CH(ORD wl (2) ROWS 10d 0 3" O.C.
FAS TO SHEATHING
WELDED VARE FABRIC (WW): SHALL BE ASTM A185. 2x4 SYP#2 CATS AT 12" TRUSS. BLOCK ALL PANEL EDGES. TENEID �A
O.C. FASTENED TO TOP-- NAILING TO MATCH SHEARWALL. FOR WITH 1OdJ 0 3" O.C. 0
ANCHOR BOLTS AND THREAIDED ROD& SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. PLATE w/ (4)12d COMMON. 11'/4 BOTH ALTERNATE B AND C. SHEATHING FASTENED 11 CREVISIONS BY
MAX. TO TOP PLATE w/ ------- FASTEN CORNER POST X
_1----------
WASHERS: SHALL BE IN ACCORDANCE NTH ASTM A500 (GRADE B). I Od 0 3" 0.C. tH----------Itt lo 4
MMON m
AX. ---------- ---------- ---------- TOGETHER w/12d COMMON
NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. 2x SYP#2 CONT. ATTACH 0 6- O.C. (STAGGERED).
FASTEN CATS EACH END W/ TO TOP PLATE AND TRUSS
(3) 12d COMMON TOE NAILS
ANCHORING ADHESIVE-- SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALL TION ONLY): w/ 10d 0 3" O.C. EDGE OF
SIMPSON STRONG-TIE CO., PRODUCT: EPDXY-TIE SET bF*APPROVED EQUAL. j 2x MAY OVERHANG TOP PLATE. SHEARWALL
SIMPSON STRONG-TIE CO., PRODUCT: ACRYLIC-TIE SET OR APPROVED EQUAL. SHEARWALL OR-A'L SHEARWALL CORNER
EXTERIOR WALL
METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GAI.VANIZED, Z-MAX OR SS. NOTE: THIS DETAIL IS ONLY FOR CORNERS
ALTERNATE A ALTERNATE B ALTERNATE Q OF SW'S REQUIRING MULTIPLE RODS.
SW-1. SW-2. SW-3 SW-1 AND SW-3 SW-2
CONSTRUCTION SPECIFICATIONS: it* OSB DIAPHRAGM ROOF FLOOR DECK d 04"0.C.
ROOF ASSEMBLIES: ROOF ASSEMBLIES SHALL BE IN ACCORDANCE WITH FBC-R CHAPTER 9. FASTEN TO NAILER
W/- TRUSS. THREADED ROD CONVENTIONAL CONVENTIONAL
(1) ROW 10d 0 3" O.C.--
FULL HT ANCHORS UPPER M LOWER END STUDS (p)- UPPER TO LOWER END POST
FOOTING AND FOUNDATIONS: SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. IF THE FOOTING ELEVkTIONS SHOWN OCCUR IN A FASTEN TO TOP PLATE w/ 7/
6 OSB SHEARWALL NOTES: SW-1: (1) 5/a" OR (2) '/2"o ROD SW-1: (3) CS16 STRAPS HHDQ11 wl V-0 THREADED ROD
DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED Oil DRAWINGS, MINIMUM (2) ROWS OF 10d 0 3- O.C. BLOCKING J 1. ANY ALTERNATE MAY BE USED AT ANY SW, y
SW-2* (2) 5/8"0 ROD SW-3: (2) CS16 STRAPS
CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED N SLAB ON GRADE. IN ALL PANNEL EXCEPT AT SW-2. AT SW-2,
FLOOR (4)- FOUNDATION ANCHOR MULTIPLE STUDS AT
SW-,3: (1) '/2*0 ROD 6
O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF ---- ---
CONTINUOUS FOOTINGS PROVIDE #3 0 48 SYP#2 2x4 NAILER FASTENED 2x4 SPF FRAMING 2. USE ALTERNATE A. AT EXTERIOR WALLS THAT END STUDS TO FOUNDATION HHDQ1 1 END OF SHEARWALL, tlox
PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SW-1: HTT22 OR PHD6 SEE SHEARWMLL
TO TRUSS BOT. CHORD w/ ALL AROUND TERMINATE BETWEEN ROOF TRUSSES. SW-3: HTT16 OR PHD2 SPECIFICATIONS.
REINFORCED CONCRETE: DESIGN PER ACI 318 LATEST EDITION, f'c = 2500 PSI. ALL REQUIRES COMPRESSIVE STRENGTHS (2) ROWS 10d 0 3- O.C. INTERIOR 3. SEE 19/S2.1 WHEN SW IS SPECIFICALLY
STRAIGHT
(UNLESS OTHERWISE NOTED ON PLAN)
Sw-2 SHEARWALL. PERPENDICULAR TO ROOF TRUSS. ADDITIONAL CONNECTORSS ARE REQUIRED IF SHEARWALL IS ALSO A ROOF BEARING WALL-SEE 1/S2.O FOR
MASONRY: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE (5) 16d NAILS THREADED ROD VERSION & 7/S2.0 FOR CONVETIONALLY STRAPPED VERSION.
MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. ALTERNATE D ALTERNATE E (TYPICAL)
GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GkOUT. SPLICES IN
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 --'*N SHEARWALL A17ACHMENT AT ROOF & FLOOR
WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY r4 I'MCAL SHEARWALL ELEVATION WHEN 6 ROD INSTALLATION
INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL tONSTRUCTED OF 5 OR '*.,.�21 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END P;STS.
MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY. (EVERY OTHER COURSE), AND \zoo/
VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.O. UNLESS 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. ENQ EXP. W PART END. EXP. DFOSURE 'C! (2)SIMPSON MSTA24
MULTI-STORY ONE-,STORY CONNECTOR SPACING Ir SPACING SPACING
A LSTA12 32" O.C. 16" O.C. 16" D.C. AS A STUID-TO-PLATE TYPICAIL WON UPLIFT ALTERNAX DETAIL SCHEDULE THREADED ROD
WOW. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE CONNIECMR F CONN. w/ (12)10d NAILS SIMPSON FASTENERS TO CONN. UPLIFT THREADED ANCHORING SYSTEM
PRESSURE-TREATED. WOOD FRAMING SHALL BE IN ACCORDANCE WITH FBC-R, UNLESS OTHERWISE NOTED HEREIN. PT 2nd LVL KING STUDS B CS16 32" O.C. 32" O.C. 16* D.C. DETAIL TRUssAvL SIMPSON PHD5 wl (14) SDS/4"x3".
LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF TO 1st LVL FRAMING. C SSP 32" O.C. 32" D.C. 16" D.C. CONNECTOR HEIGHT CAPACITY ROD SIZE 1/2" PLYWOOD
HOWEVER, ACQ 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 TOP PLATE BA PHD5 (14)-SDS '/4x3" 1 V/2 4685 %"o WHEN DOUBLE IS SPECIFIED ON PLAN SPACER BETWEEN
GALVANIZED. IF ACZ?A PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. D - WIDE TO 9'-0- WIDE TO 6'-0- WIDE I 8B HTT16 (18)-16d 160 3480 %110 MINIMUM 2-PLY USE 1'/2"SDS SCREWS INSTEAD. NAEMBERS.
(2)MSTA24 TO 12'-0 - 5250
LVIL OR TRUSS
GENERAL EPDXY EMBEDMENT: (SEE ANCHORING SYSTEM BELOW FOR ADDITIONAL INFORMATION) EMBEDMENT OF RODS OR LTT20B ITO 6'-0- WIDE TO 4'-0- WIDE TO 2'-8- WIDE 8C HTT22 (32)-16d SINKERS 22 %"`0
CONNECTOR 8 1 1 7/ "0 - - - - - - - -
E 8D HDO8 (20)-SDS '/4x3 14* 8325
FOR HTT22 CONNECTION. NOTCH
REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM (LION), HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND 2nd LVL WALL STUDS To H TT16 I TO 12'-Ow WIDEJ TO 9'-0" WIDE TO 6' 0" WIDE 1
2
PROM DF--- CS1 6 TO W-O" WIDE I TO 4' 0" WIDE TO 2'-8" WIDE BE HHDQ11 (24)-SOS V4 x2/", 183/,4 11445 ro DBL. TOP PLATE AS REQ'D FOR
F 8F HHDQ1 4--f(L3-0)-SDS '/4x2/2"1 211/2- 1 14700 1"o ALL NAILING TO ENGAGE HEADER. IPLAN \,AEW
LARGER THAN THREADED ROD SIZE. 1st LVL WALL STUDS OR
FRAMING CONNECTOR SOLID (2)CS16 ITO 129-off WIDEITO 9'-0" WIDE TO 6'-0" WIDE
SHEATHING SPECIFICATIONS: SIMPSON MSTC66
-t r BLOCKING ON TOP OF TRUSS
SHINGLE ROOF - 14/32" APA RATED SHEATHING, NAILED w/ 8d COMMON NAILS 0 6" D.C. EDGt & 6" O.C. FIELD (AT TO BETWEEN ROOF TRUSS w/ UPLIFT CONNECTOR MINIMUM 2-PLY (2) ROWS
GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). (5) 10d mill FLOORS. (2)SIMPSON MSTA24 w/ (4) CONNECTOR, PER ANDDOWN OUTSIDE LVL OR TRUSS OF 12d AT
TOP PLATE MINIMUM 2-PLY FACE OF POST.
1/4"41/4 TITEN SCREWS TO LVL OR TRUSS TAKE ABOM 2" O.C. VERT.
TILE ROOF - 19/32" APA RATED SHEATHING, NAILED w/ 8d COMMON NAILS 0 6" O.C. EDGE & .6- O.C. FIELD (AT GABLE 5/8"0 ROD, EA. END
(5) 1 Od TO FOOTING AND (9) 10dxl'/2" DBL. TOP PLATE
-0" OF ROOF EDGE). OF HEADER. PROVIDE
ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4' HEADER STUD CONNECTOR A NAIL'S TO STUD.
H
DOUBLE TOP PLATE TO I - 1-1 e 1 (2) RODS IF DOUBLE
WALL - 14/32" APA RATED SHEATHING, NAILED w/ 8d COMMON WIRE 0 6" O.C. EDGE AND 6" 6.C. FIELD. PROVIDE 2x4 I r IS SPECIFIED ON PLAN. 6
HEADER, SEE PLAN. WALL STUD. ATTACH (1)HTS20
BLOCKING AT ALL JOINTS. AT WALLS WITH STUCCO FINISH, PANELS SHALL BE ORIENTED LOG DIRtCTION PERPENDICULAR TO 1�
WALL STUDS. SIMPSON LTT20B FROM TRUSSAVL TO (2) SIMPSON HTS20 PROVIDE (1)MSTA24 11 L
SIMPSON H8 J w V2"0 x6" Ig POST/BEAM TO POST. THREADED ROD, TRIM OVERHANG (AVOID NAILING --FASTENED EA. JACK 11 1
FLOOR - 23/32" APA RATED STURD-1-FLOOR SHEATHING, GLUE AND NAIL WITH 10d COMMON 0 6- O.C. EDGE FIELD LSTA1 AT 16" O.C. ALTERN A-TE OXY ROD. ' ROD \-PER SCHEDULE FOR PLACEMENT FROM OPP. SIDE) STUD TOHEADER. BUILT-UP POST LTOP PLATE
OR D TION ��FEP 1/2' ABOVE. OF STRAPS
DETAIL CONNECT 5 L41A
I I /a"O ROD EA.
PORCH '/2" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD HEADER TO JACK STUD AT OPENINGS LESS THAN 4' 1, 11411 7z- BUILT-UP POST, SIDE OF TRUSS WHEN QQUJU IS SPECIFIED ON PLAN, #
V " (OR GREATER) CDX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD 4 PROVIDE THIS CONNECTOR ASSEMBLY 5/9"0 ROD
4
1 4-- PROVIDE DSP AND ANCHOR 4 SEE PLAN FOR ATTACHMENT
7/ " 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.
KING STUD TO FOUNDATION. 6", UNLESS SHEARWALL ANCHOR LOW HEEL
HARDIPANEL SHEATHING: WHERE HARDIPANEL SHOWN USE 5/16" HARDIPANEL SHEATHING FASTEI,ED WITH 6d COMMON NAILS 6*1 IS PRESENT. CONVEN110NALLY STRAPPED TYPICAL CONNECTION TRUSS CONNECTION HEADER CONNECTION RAISED BEAM CONNECTION
OR 11ga. 1'/2"Ig GALV. ROOFING NAILS 0 6" O.C. EDGES & FIELD. IF SW-1 IS SHOWN. PROVIDE WOOD PANEL SHEATHING AS ou
I ROD ALTERNATE DETAILS 8A. 8B. 8C. 8D. 8E. 8F DETAIL QFJ DETAIL 8J
INDICATED ABOVE BENEATH HARDIPANEL APPLICATION AND PROVIDE HORIZONTAL BLOCKING AT 43" MAX DETAIL 8G
Jill
ROOF AND CIELING FRAMING: REFER TO TRUSS SHOP DRAWINGS FOR TRUSS PROFILES. PROVIDE SOLID BLOCKING AT �_SEE 13/S2.1 FOR I
SHEATHING JOINTS IN THE FIRST TWO RAFTER OR TRUSS SPACES FROM GABLE END. ROOF SHEA ING SHALL BE ATTACHED CONNECTOR C
7 SILL ATTACHMENT. (2)CONVENTIONAL STRAPPING SCHEDULE S
TO BLOCKING WITH PANEL-END NAILING REQUIREMENTS. ALL CONVENTIONAL FRAMING SHALL BE YP#2. list LVL WALL STUD 8
TO SILL PLATE WHEN HIGH UPLIFT TRUSS OR BEAM CONNECTIONS,
0
CURVED WALLS: SHALL BE CONSTRUCTED OF STUDS AT 12" O.C. SHEATHED NTH %" CDX PL OOD INSTALLED NTH THE S2.0
STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR SURFACES OF THE WALL. FASItNING SHALL BE WITH 8d
COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED
GREATER THAN 3'-6"
AND NAILED PER SHEATHING SPECIFICATIONS. LSTA12 @ 32" O.C. NO PA51 REOURED. SIMPSON MSTA24 FLAT
OR STRAP AT EA. SUPPORT SPH4/6 0 32" O.C.
It THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL Qli BE RESPONS18LE FOR CONSTRUCTION (2)SIMPSON MSTA24 A SSP 0 16" O.C. DBL. TOP PLATE.1 QR
MEANS AND MMODS. Ir JACKS STUD. (TYP)
STRAPS FROM GARAGE
MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF1 THE CONTRACTOR OR ANY
OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUdT THE WORK IN DOOR HEADER TO A 24" 0.C.
ACCORDANCE WITH THE CONTRACT DOCUMENTS. CONVENTIONAL ROOF JACK STUDS.
FRAMING, PER TABLE "��I I 1 '/2"0 ROD, UNLESS
'/ "0 ROD, UNLESS , .. .1 �1
THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL CEILING JOISTS PER 1AULL AT RIGHT. CONVENTIONAL ROOF FRAMING SCHEDULE 2 SHEARWALL SPEC.
UMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIMIL1171M SHEARWALL SPEC. TYPICAL GARAGE REQUIRES GREATER.
ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS; LOAD PATH FOR WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL BELOW w/ (8) 12d COMMON UPLIFT CONNECTOR AND ASPHALT SHINGLE CONCRETE TILE REQUIRES GREATER. HEADERMCK GARAGE HEADER. GARAGE HEADER.
FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGNED WIRE NAILS EA. END INTO ROOF RAFTER UPLIFT CONNECTOR 0
PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS (2) 12d TOENAILS EACH MAXIMUM SPAN MAXIMUM SPAN CONNECTION THICKENED SLAB
CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR EWWRICAL SYSTEM. RAFTERS. (TYPICAL) SIDE OF RAFTER. (SYP #2) 024* O.C. 016" O.C. 024" O.C. 016" D.C. DBL. TOP PLATE PRE-ENG TRUSS EDGE 0 GARAGE
I "I . .. OPENING.
2 x 6 11,_6"` 8'-6" W-9- (1) H3 OR 4-12d TOE NAIL (1) A35 OR 4-12d TOE NAIL SIMPSON PA51 STRAP
2 x 8 13*-0" 15'-0" 1 V-6" 13'-0- (2) H3 DR 8-12d TOE NAL (2) A35 JZ 8-12d TOE NJML 111111 11M ADD SIMPSON PA51 STRAP WHEN (1)5/8" ROD AT
BRICK LINTEL SCHEDULE AND FASTENING SCHEDULE FOR WOOD MEMBERS
GARAGE WING WALL < 3'-6" CENTER OF WALL
(U.O.N. ON, PLAN) 2 x 10 16'-6" 19,-0 13'-gm 17'-Ow MTS12 (2) A35
MISC. BRICK SPECIFICAT11ONS (1) EMBEDDED IN CONC. FILLED SEGMENT
9p
LINTEL MIN. MAX. CONNECTION CEILING JOIST 2 x 12 191-00 23'-Ow 16'-3" 1 _9" (2) MITS1 2 (2) A35 (3)2x STUD CORNER---j STEM WALL. FASTEN TO KINGS
DIMENSION BRG. SPAN MEMBERS TYPE CONNECTION FRAMING SCHEDULE 4 t NOTE: w/ (18) 16d NAILS. TYPICAL GARAGE WING-WAU_ > 3'-6*
L V/2 x 3/,,x/. 4 IN. 6 FT, JOIST TO SILL �& GIRDER L (2)-16d JOIST MAXIMUM SPAN 1. USE THIS SCHEDULE FOR ALL ROOFS NOT FRAMED BY PRE-ENGINEERED WOOD ROOF TRUSSES. 33/4" TO 51/4"
TOE NAI (SYP #2) 024" O.C. 016" O.C. P.T. SOLE PLATE�,
L4x3V2"x'/. 6 IN. 8 FT. BRIDGING TO JOIST JOE NAIL (2)-8d E.E. 2. AT CONVENTIONAL FRAMING LOCATED OVER OTHER ROOF FRAMING, SEE LEDGER BOARD DETAIL 5/S2.1 Kill IIIII I
t ALTERNATE RETROFIT FOR PA51 STRAPS
L5x3'/2"`X'/4 6 IN. 10 FT. SOLE PLATE TO JOIST/BLOCKING !FACE NAIL 16dD 16" O.C. 2 x 6 1 V-9" 12'-9" FOR ATTACHMENT OF OVERFRAMED RAFTERS TO MAIN RAFTERS. (2) MSTAM24 FLAT STRAPS EACH SIDE SIMPSON PA51 STRAP
2 x 8 15'-0" 171-0" OF STEMWALL TO JACK STUDS. FASTEN EMBEDDED IN GARAGE
1_60/2"x'/4 6 IN. 12 FT. TOP OR SOLE PLATE TO STUD �FACE NAIL (2)-16d 19._OpI 3. WEN USING TWO H3 CLIPS ON 1'/2* WIDE LUMBER. PLACE CLIPS DIAGONALLY ACROSS DBL. TOP THICKENED SLABEDGE.
i THICKENED SLABJ tTHICKENED SLAB
L 7 x V, 6 IN. 16 FT. STUD T 2 x 10 21'-6#1 PLATE FROM EA. OTHER. TO STEMWALL w/ (5) 3/16- TITAN FASTEN TO KINGS w/ EDGE 0 GARAGE EDGE 0 GARAGE
0 SOLE PLATE TOE NAIL (3)-16d MASONRY SCREWS AND TO STUDS w/ (13) 16d NAILS.
DOUBLE STUDS FACE NAIL 1 BdO 12" O.C. 2 x 12 23'-3" 26'-3" 4. W14EN USING TWO A35 CLIPS ON 11/2" WIDE LUMBER, STAGGER CLIPS VERneALLY TO AVOID NAILING 1(9) 10d COMMON WIRE NAILS. OPENING. OPENING.
1. STEEL LINTELS TO BE MIN. 36" LINTEL MUST HAVE ATTIC DESIGN CRITERIA: INTERFERENCE. RAFTERS SHALL BE STRAPPED TO NEAREST MAIN ROOF RAFTER. 16' MIN. EMBED. A A THICKENED SLAB WEN USE DETAIL ONLY IF
CORROSION RESISTANT COATING OF EPDXY BASED PAINT OF PA51 IN CONC. THICKENED SLAB
TOP PLATE, LAPS/[N TERSECTI ON FACE NAIL (2)-16d 10 PSF DL, 15 PSF LL L EDGE 0 GARAGE 0 SPECIFIED ON PLAN
16>d0 16* O.C. FILLED STEMWALL. EDGE 0 GARAGE '/�"O ROD, UNLESSJ7 ALTERNATE RETROFIT FOR PA51 STRAPS
2. LINTEL MORE THAN 8'. SHOULD BE LATERALLY CONT. HEADER, TWO PIECES jFACE NAIL ea. EDGE PROVIDE SOLID BRIDGING AT SHEARWALL SPEC. OPENING.
OPENING. (2) MSTAM24,FLAT STRAPS EACH SIDE OF STEMWALL TO JACK STUDS.
MAXIMUM SPACING OF 8" O.C,
SUPPORTED NOT TO EXCEED 6 FT. O.C. W/W)40" WD. CEILING JOIST TO PLATE TOE NAIL (2)-16d REQUIRES GREATER. S
AND AT JOIST BEARING ENDS GARAGE YANG-WALL < 3'-6* ALT, A FASTEN TO TEMWALL w/ (5) 3/16" TITAN MASONRY SCREWS AND
SCREWS INTO HEADER PROVIDE A '/2* VERT. SLOTTED
HOLE FOR SCREW. CONT. HEADER TO STUD TOE NAIL (3)-16d NOT NAILED TO ROOF RAFTERS TO STUDS w/ (9) 10d COMMON WIRE NAILS.
CEILING JOIST TO ROOF RAFTER 14FACE NAIL (8)-12d
I DATE
3. BRICK VENEER SIDING: HORIZONTAL TIES 0 24" O.C., RAFTER PLATE TOE NAIL (4)-16d
WHEN 9 CONVENTIONAL ROOF SECTION & SCHEDULE MEN 10 GARAGE WNG WALL ELEVATION WHEN 11 GARAGE CENTER WALL ELEV. 08.08.06
VERT. TIES @ 16" O.-C.. PROVIDE 3/,6"0 WEEP HOLES BUILT-UP CORNER STUDS FACE NAIL 16dO 12" O.C. GARAGE WIING-WALL < 3'-6* ALTjj
�S2.O� STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. DESIGN/DRAWN
0 33" O.C. IMMEDIATELY ABOVE FLASHING. �21 R WS OF 0.1310, !Y\,S�2.O S2.0
DOUBLE TOP PLATE FACE NAIL CM 2- O.Q,§jjjqLR" LAP/MRG
CONNECTM FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS CODE CONNECTOR FASTENERS MOE CMNECTM FASTENERS CODE CHECKED
A35 (12)-8dx1'/a" FL474.4 HTS20 (24)-10d'01/2" EA. END FL5.38.9 MSTC40 (26)-16d EA, END FL1901.64 PHD5 (14)-SDS/,x3" TO TRUSS/13EA14 FL503.26 HDO8 (20)-SDS1/4x3" TO TRUSS/BEAM FL146&25 HGUS252 (36)-16d TO BRG. MEMBER FL474.139 CC44 (2)-5/8"o BOLTS TO BEAM FL5805.4 LTT20B (10)-16d TO STUD/BEAM/POST FL474.264 SP2 (6)-10d TO STUD FL474.385 SSP (4)-lDd TO STUD FL1 423.21 LAP
PRODUCT LTP4 (14-B&II/2" FL474.258 MSTA24 (g)-10d i EA. END FL1 901.57 MST066 (38)-16d EA. END FL1901.67 (1)-5/,s*0 ROD TO FTG. (I)-7/g"f ROD TO FTC. (12)-16d TO BRG. MEMBER (2)-%*o BOLTS TO POST (1)-I/2"t ROD TO FTG. (6)-10d TO TO TOP PLATE (l)-10d TO TO TOP PLATE SHEET
H2.5A (5)-8d EA. END FL503.5 MSTA36 (13)-104,EA. END FL1901.59 (22)-10d TO TRUSS (18)-16d TO TRUSS/BEAM (6)-10d TO HEADER (14)-16d TO HEADER (4)-5/e*# BOLTS TO BEAM AT SIMPSON ACRYLIC TIE FL2304.1 SP4 (6)-10dxi.5" TO STUD FL474.386 (4)-10d TO STUD
APP VAL H3 (4)-8d EA. END FL474.116 (g)-10d i EA. END MGT (1)-/2"0 ROD TO FTC. FL1423.15 HTT16 (1)-/2*0 ROD TO FTC. FL503.20 LUS28 (4)-10d TO JOIST FL474.284 HU410 (6)-16d TO JOIST FL5808.84 CC66 (2)-5/8*0 BOLTS TO POST FL5805.1 0 CS20 (9)-8d TO MEMBER EA. END FL1 901.6 SPH4 (10)-10dxl-.5" TO STUD FL538.34 DSP (I)-10d TO TO TOP PLATE FLI 423.1
CONNE(34TOR H8 (5)-10dxl.5* EA. END FL1 423.7 MSTAM24 (5)-1/, 2-1/, 71TENS FL1901.61 (24)-SDS1/4x3"` TO TRUSS/BEAM (32)-16d TO TRUSS/BEAM (14)-16d TO HEADER ASU44 34*0 ROD w/ (12)-16d FL474,21 PA51 (9)-16d (EMBED ANCHOR) FL474.335 (6)-10d TO STUD SPH6 (IO)-IOdx1.5* TO STUD FL538.35
HHDQ1 I FL1901.4 HTT22 FL503.21 HUS26 FL474.192 Spi FL474.384
SET SIMPSON EPDXY-TIE FL402.3 0 TO TOP PLATE FL1901.30
N
P
6 ZMAXFROM
S D AQ�
U CH ED
Op 1?0
ING
I Fit k.��j�
Tj �AU K
R�I
'\�AN"D 'A'115SEN�DBSLEUA�l
2x S
wl To T
1AILS W/ 1
2x M RWALL
kL,I.
V-21
FL1725.1
(7)-1Odxi'/2"` EA. END FL474.325 MSTC28 (113)-16d EA. END FL1901.63 (I)-I-0 ROD TO FTG. ROD TO FTG. r(p)-16d TO JOIST 3/S*0 ROD w/ (12)-16d (4)-10d T LSTA12 (10)-10d T
ROOF SHEATHING 4-16d EA. SIDE
FASTEN ROOF TRUSS AT EDGE
PRE-ENGINEERED WOOD OF HIGH SIDE OF WALL WITH
ROOF TRUSSES. UPLIFT CONN. LONG E GH 2x SYP.#2 DBL. TOP PLATE. WALL STUDS WALL STUDS 8d COMMON NAILS
TO ENGAGE NOU A T 16" 0.C. AT 16" O.C. AT 3- O.C.(TYP) 2x12 SYP#2 LEDGER, FASTEN TO
UPLIFT CONNECTOR STUDS. FASTEN TOGETHER w/ (2) ROWS 4*-Om MIN. ROOF FRAMING BELOW w/ (4)12d
OF .13lx3* 0 12" O.C. STAGGERED
SHEATHING MAY 6" MAX. 6" MAX. ROOF SHEATHING NAILS AT EACH RAFTER.
2x SPF BLOCKING
TERMINATE AT
RIPPED TO FIT
NTH GAP SHOWN TOP OF DOL. TOP OVERFRAME RAFTERS, SEE PLAN.
I
DRYWALL CEILING AND -L+LL- PLATE. INSTALL ADDITIONAL
AT PART. ENCLOSED] ROOF TRUSS J ROOF TRUSS
BUILDINGS, BOTTOM THREADED ROD a-j,�
CHORD BRACING PER HEEL < 1 ------ ---------- SYP#2 LEDGER ATTACH DBL. SYP#2 LEDGER SIMPSON H2.5 w/ (10)8d COMMON
------ -------- TO EACH STUD, PER- ATTACH TO EACH STUD,- NAILS FROM RAFTER TO LEDGER
TRUSS ENGINEERING. ------ --I------- UPPER PLATE BREAK SCHEDULE BELOW PER SCHEDULE BELOW. SPF#2 AND LEDGER TO ROOF MEMBER. Lou Pon in o and
2x4
CONVENTIONAL STRAPING SEE LEFT A-SINGLE LEDGER B-DOUBLE LEDGER BLOCKING
FOR INFO. '/2"0 THREADED ROD ANCHOR BOLT ALT. TO BOTH H2.5 ABOVE Associates, Inc.
THREADED ROD SYSTEM NOT SHOWN VERTICAL VERTICAL
[A I W/ 1'/,* PLATE WASHER Q& FULL REACTION LEDGER SIZE & NAILING -REACTION LEDGER SIZE & NAILING ROOF MEMBER. PRODIDE MTS12 OR CS16 DIRECTLY
HEIGHT THREADED ROD ANCHOR 0-775 2x6 wA5) 0.131 x3" 1850-2345 2x8 w (6) V4"OxIS" SDS SCREWS BETWEEN OVER-FRAMING RAFTER 496 Osceola Avenue
FASTEN (2)MSTA36 AT INSIDE] A-4 K AND ROOF MEMBER.
776-1250 2x8 wA8) 0.131 x3" Jox. Beach, Flodda 32250
TYPICAL CONNECTION FACE OF SHEARWALL OR BEND IF HIGH SIDE OF WALL IS INDICATED 2346-3125 202 w/ (8) '/4"OxI5" SDS SCREWS
1251-1540 2x1O wA1O) 0.131 x3"
AROUND ENDS AT NON-SHEARWALL. -AS A SHEARWALL, INSTALL DBL. 2x PT. SYP#2 1 1-0" 1540-1850 2x12 wAl2) 0.131 x3" Ph.242-0908 Fax.241-9557
EXTEND SHEATHING VERT. BLOCKING IN FIRST (2) STUDS SPACES SILL PLATE Eft. PROVIDE SOLID SPF#2 BLOCKING AT PANEL fJOINTS, ADJACENT CA#8344
\-TO TOP OF TRUSS AS SHOWN. BUTT JOINT
PROVIDE 2x4 BLOCKING MAX. MIN- LEDGER A NOTES: WERE A LEDGER IS INDICATED TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. CONTACT US AT:
AT HORIZONTAL JOINTS. ON PLAN AND NO TRUSSES BEAR AT THAT LOCATION,
COMMENTSOLP-A.COM
THE LEDGER IS BEING USED TO ATTACH THE ADJACENT .00,
HEEL > 1 0-000 .0 It SOLE PLATE BREAK ROOF DECK. USE A 2x6 LEDGER PER NAILING SCHEDULE
ABOVE. ATTACH ROOF DECK PER GENERAL NOTES.
ROOF TRUSS CONNEC11ON 2 � PLATE HEIGHT CHANGE too 7� PLATE BREAK DETAIL MEN 4 LEDGER CONNECTIONS 5 DECK LEDGER AT OVERFRAME RAFTERS
S2.1 USE THIS DETAIL TO FASTEN OVERFRAMED ROOFS, VALLEYS, ETC.
Z2,�1 \,�21 SS TO LEDGER CONNECTION BY TRUSS
NGINEER. NOT SHOWN FOR CLARITY
2x6 SYP#2 BLOCKING BETWEEN
NOTE: IF SHEARWALL IS SPECIFIED DBL. TOP PORCH HEADER, 2x6 SYP#2 NAILER EA. TRUSS. FASTEN TO TOP
ON PLAN AT THIS CONDITION, EXTEND PLATE SEE PLAN. FASTENED TO TOP PLATE w/ 10d 0 4" O.C.
SHEATHING FULL HEIGHT DOWN TO
FLOOR FRAMING AND FASTEN DECK SHEATHING WALL ABOVE ADJ. PLATE w/ 10d 0 3" O.C. CONVENTIONAL CONVENTIONAL
(2) 2x HEADER (2) 2x HEADER LEDGER OVER WALL SHEATHING. ROOF UP TO HIGH TOP PLATE. BLOCKING ABOVE STRAPPING IF -STRAPPING IF
DBL. TOP HEADER TO UNDERSIDE 2x4 SYP#2 DIA. & HORIZ. I /-,VREADED ROD, THREADED ROD
OF TOP PLATE.
N PLATE BRACING 0 24" O.C. BETWEEN NOT USED. IS NOT USED. 'VALID ONLY WHEN
2x SPF DIAGONAL
I DROPPED PORCH OUTER WALL & FIRST INTERIOR SIGNATURE I$IN BLUE INK
BLOCKING FASTENED TRUSS. TOE NAIL EACH END
w/ (3) 0.131"x3" SHEATHING MAY EXTEND HEADER, SEE PLAN. L AND RAISED SEAL
MIN. (2)2x4 BELOW. w/4-12d NAILS (TYP)
EA. END TYPICAL. 2" PAST BLOCKING-WINDOW
ATTACHMENTS MUST ANCHOR 8d COMMON\
INTO 2x MATERIAL, 2x SPF DIAGONAL WALL SHEATHING WIRE NAILS OPTION A SHEATHING, PER SHEATHING, PER
BLOCKING FASTENED NOTE BELOW. NOTE BELOW. REVISIONS BY
"I 1\ CONT. RIBBON
TO BLOCKING
SIMPSON A35 CLIP W/ (3) 0.131"x3" 0 3" 0.C.
TYPICAL BOTH ENDS EA. END TYPICAL, 8d COMMON WIRE 2x4 BLOCKING BETWEEN EACH HEADER & SUPPORT BOARD (TYP)
TRUSS. ATTACH AT EACH WALL DBL. TOP PORCH HEADER, POST, PER PLAN. FLOOR TRUSSES
HEAD PLATES AND TO LEDGER 0 3" O.C.
STUD w/ (3)16 NAILS AT EACH PLATE SEE PLAN. FMIN. (2)2x4 BELOW. OR JOIST.
FASTENERS, PER 13/S2.1. --------------- -----
X
FLOOR TRU S
(6)16d BETWEEN EACH TRUSS) CEILING L -7
x MIN. < 4'-2" IF MORE FRAMING INTERSECTION. (MIN. A SSE
THAN 4'-2" SEE 13/S2.1 ROOF TRUSS /I -r INE- OR JOIST.
OR JOIST STUD WALL FRAMING 01PTION C
ROUGH OPENING, ROUGH OPENING, PARALLEL PERPENDICULAR HEADER
SEE ARCH. SEE ARCH. K w/ 2x SOLID BLOCKING
SHEATHING EDGE WALL FRAMING WALL FRAMING
CONTINUOUS 26 SYPj2 J AT TO WALL TO WALL END
LEDGER FASTEN w/ (5) SIMPSON HUSC28-2 HANGER
ARCHED TRANSOM ARCHED WIND 0.13110" EACH STUD. PERPENDICULAR TRUSS w/ (6)16d TO HEADER AND PORCH SHEATHING*
NOTE: TRIM WALL SHEATHING TO MATCH PARALLEL TRUSS DETAIL B (6)16d TO WALL FRAMING. 1/2- GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE AND FIELD PERPENDICULAR PARALLEL
'/4" (OR GRATER) COX PLYWOOD, w/ 6d COMMON NAILS 0 6" O.C. EDGE AND FIELD
RADIUS WINDOW FRAME BY 1 1/2" OPTION B
DETAIL A 7/ OS13, w/8d COMMON WIRE NAILS 0 6" O.C. EDGE AND FIELD
PORCH BEAM CONNECTIONS rg---N PORCH TRUSS CONNEC-nON t-l�o FLOOR TRUSS AT "WALL FRAMING
RADIUS WNDOW FRAMING WHM 7 WALL ADJ. TO ROOF CONNECTION t8
0 S2.1 SEE CONSTRUCTION SPECIFICATIONS FOR ROOF' OPTION A QR C IMAY BE USED IN LIEU OF
AND WALL SHEATHING AND STUD FRAMING. OPTION B AT COINTRACTORS DISCRETION
6" MAX
M SYP#2 (1) SIMPSON A34 "NDOW HEAD/SILL SCHEDULE
RIDGE BEAM CLIP EA. RAFTER. ROUGH MIN. HEAD OR MINIMUM STRAPPING NOTES:
OPENING SILL PLATES FAS)XNER E.E, DET 2x SPF RIPPED TO FIT
L A. FASTENERS REQ'D EA. END, PER
I ARCH. DEPTH REQ'D. SHEATHING CONT.
4 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS U WINDOW HEAD/SILL SCHEDULE SHOWN LEFT. U
2x6 SYP#2 AT 24" O.C. AT GIRT/VERT
4 5'-4" (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS H8 (TYP) H8 (TYP)--I�j LTP4 MAY BE OMITTED Uj JOINT.
z
B. CONNECTOR REQ'D PER CONVENTIONAL wo
4 8'-4" (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS IF JACK IS INSTALLED
0 (A Cr
(4)16d TOE NAILS (6)12d COMMON AT EA. PORCH FRAMING, SEE PLAN 4 12'-0* (3)2x6 SYP 47 (2)A35 + (6)12d TOE NAILS ROD ROUGH OPENING STRAPPING SCHEDULE, SEE 7/S2.0 -,ROUGH OPENINq_. 1-4 UNDER BOXBEAM.
EACH RAFTER TO END OF CEILING JOIST WATER PROOFING, SEE ARCH SEE DETAIL 14/S2.1 FOR BOX GIRTS REQUIRED BETWEEN SEE ARCH. C. AT OPENINGS > 4'-2", ATTACH TOP SEE ARCH.
TOP PLATE TO ROOF RAFTER (TYP) W:r WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. LTP4* ON INSIDE FACE w/ (6) 12d OPTION A
FLOOR DECK Ld
6j
V)fy TOE NAILS TOP AND BOTTOM
i 2x6 OR 2x8 T&B
PLATE TO HEADER w/ LSTA12 AT 32" O.C.
BENT OVER w/ (5)10d INTO TOP PLATE
00 0 0 FLOORDECK
.0
:0 0 0 SLOPE LOWERED HEADER AND (5)10d INTO HEADER LOWERED HEADLR (2)A35 AND 0 MA CH WALL
THREADED ROD CONVENTIONALLY STRAPPED (6) 12d TOE NAILS DET THICKNESS w/
2x6 SYP#2 CEILING JOIST w/
(8)12d NAILS EACH END, CONT. 2x RIM BOARD 6" MAX TOP AND BOTTOM 8 12d 0 8" O.C.
FLOOR TRUSS OR JOIST (TYPICAL) PER SCHEDULE- (TYP)
SHOWN ABOVE 2x SPF
(1) SIMPSON H3
I T Q- --,_SIMPSON H3 CLIP T ARCH. DEPTH REQ'D.-'
CLIP EA. JOIST. A // ROUGH OPENING
EA. RAFTER 8
2x12 SYP#2 LEDGER CONT. w/ 0 SHEATHING CONT.
Of AT GIRT/VERT
7-12d C <
JOINT.
-0"
OMMON WIRE NAILS AT HEADER OR BEAM SHEATHING
ANCHOR WALLS TO FRAMING w/ SIMPSON MTS30 16- O.C. AND (3) SDS X 1111 A IAj
WOOD SCREWS ROWS 0 32"O.C. SIMPSON LUS28 JOIST HANGER ROD w
AT 32" O.C. WHEN OVERFRAMING FALSE DORMER LO
OVER ROOF TRUSSES PROVIDE 2x4 BLOCKING -w/ (6)10d TO HEADER AND 4-10d OUGH OPENING OPENING
TO JOIST. FOUNDATION, SEE PLAN SEE ARCH. ARCH.
BETWEEN TRUSSES 0 16" O.C. FASTEN BLOCKING HEADER, !PER PLAN
EACH END wl SIMPSON A34. LSOLE PLATE CONNECTION,
PER SCHEDULE ON PLAN. PER SCHEDULE PER SCHEDULE OPTION
SHOWN LEFT RAISED HEADER SHOWN LEFT RAISED HEADER -B
THREADED ROD CONVENTIONALLY STRAPPED
"**NHEADER STRAPPING & WNDOW HEAD/SILL FRAMING
lvomo-�EN11 DORMER ROOF FRAMING VMEN 12 T)I"`P`1CAL PORCH FRAMING r13 VMEN 14 BOX BEAM CONNECTION
T3k S2.1 OTED S2.1 PROVIDE MIN. (2)12d TOE NAILS EACH END OF ALL CRIPPLE STUDS OF MEMBERS TO MATCH WIDTH OF WALL FRAMING
�21
2 PLY 3 PLY 2x6 SYP#2 RIPPED TO
BEAM. BEAM. 4/4" DEEP EACH SIDE
2x4 SYP#2 DBL. TOP PLATE
2x4 SPF#2 STUDS f SHEATHING, PER SW-1 2x8 SYP#2 EACH SIDE
--a- -I 1A 1 V4 V/2 PROVIDE ABU88 HOLD
AT 16- O.C. (TYP) SPECIFICATIONS. DOWN AT BASE, U.O.N.
FASTEN (2)2x4 EXT. STUDS TO
2x4 SYP#2 SCAB HEADER BELOW w/ SIMPSON
BELOW BOTTOM (2)CS20 STRAPS (9)8d NAILS C14 (2) ROWS 12d COMMON N (3) ROWS 12d COMMON 2 PLY BEAM 19d 0 4" O.C, VERT. STAGGER
-NAIL TO- RATED SHEATHING TO WIRE AT 12" O.C. EA. SIDE. WIRE AT 12" O.C. EA. SIIDE. 2x1O OR 202. jw/ NAILING FROM OPP. SIDE
PLATE FACE I
EACH END. (TYP. EA, END) C14 04 C14
TRUSS TOP CHORD RUN CONTINUOUSLY TO
w/12d NAILS 0 3" INSIDE FACE OF CHIMNEY ------ *,�M ROW OF 10d 0 (3) ROW OF 10d TWO STORYIBUILT-UP- COLUMN
MULTI-PLY LVL NAILING PATTERN
7
O.C. (TYP EA. SIDE) FRAMING. (TYP) NAILS 0 6" O.C. (1) ROW OF 1 Od NAILS 0 8" O.C. 2 ROWS 16d
-------- ------------- FASTEN (2)2x4 EXT. STUDS TO STAGGERED \-NAILS 0 4" O.C. STAGGERED COMMON WIRE PORCH BEAM SUPPORT POST
HEADER BELOW w/ SIMPSON 0 STAGGERED 0 12" O.C. IF 4x4 IS SPECIFIED ON PLAN,
(2)CS20 STRAPS (9)8d NAILS (3) ROWS '5/9"0 HEX EA. SIDE. MIN. (2)2x4 PT SYP #2 ?4- MAX. USE (2)2x4 S�PF#2 SUPPORT.
EACH END. (TYP. EA. END HEAD THRU BOLTS w/ '/2" CDX PLYWOOD 12" MIN.
ROOF TRUSS FASTEN MULTI-PLY HEX NUTS & WASHERS FLITCH. FASTEN w/
STUD, PER 17/S2.0.1 AT 24" O.C. CONSTRUCTION IF 6x6 IS SPEcinED ON PLAN,
RATED WALL SHEATHING w USE (3)2x4 S;PF#2 SUPPORT.
(BOTH ENDS)TYP. 2x4 2x6 M ADHESIVE & NAILED.
8d 0 6" O.C. EDGE & FIELD.
4-- 11 14 MAIN HOUSE NAILING PATTERN NAILING PA7ERN NAILING PATTERN ATTACH PORCH BEAM TO
SUPPORT POST w/ (2)HTS20.
v(2)2x4 SYP#2 BLOCKING >< EXTERIOR WALL. PARALLAM PSL BEAM, SEE SYP#2 PT SOLE PLATE
ELEVATION BELOW PLATE TOE-NAIL TO PLAN FOR # OF PLIES. NOTIES: WOOD FLITCH BEAM
TRUSS TOP CHORD w/(4) (2)2x6 HDR. AT 1. T'YP. CONNECTION AT STUD COLUMNS, JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. --- ATTACH SUPO)PRT POST TO
12d NAILS EACH END (TYP ELEV, OF TOP DENOTED AS H10F OR H12F. WATER PROOFING AT FOUNDATION WITH HTT16
PLATE. FASTEN TO PARALLAM 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS
EA. SIDE) W/ %"04" [g EPDXY ROD. U.O.N.
LOWER PORTION OF BOX COLUMN
SHEATHING, STUDS w/SIMPSON BEAM SPLICE BOX COLUMN BY BUILDER MAY BE USED IN LIEU OF 4x4 OR 66.
1V PER SW-11 HUC26-2 HANGER I IF PT MATERIAL IS USED.
(TYP. EACH END) ATTACHMENT OF MULTY PLY MEMBERS BUILT-UP COLUMNS
---- --- ACCEPTABLE ALTERNATE
V
)N---K ---E71 77
21!� OVERLAP SIDE RATED ROOF X-BRACE
I I C' SHEATHING. DIAGONAL V,"0 RODS 0 48" O.C. MIN. OF '/2" 0 THREADED ROD w/ 30 PROVIDE NOTCHED AND FITTED (2)2x8 SYP#2 w/
(2)2x4 �YP#2 BLOCKING WALLTOP PLATE TWO ON EA. FACE OF GLASS WASHER TOP & 11/2"0 WASHER PLYWOOD OR OSB SPACER TO SUPPORT HANGING I
F MITER.
2x4 SYP#2 SCAB BELOW I I BOT. RECESSED IN LOWER PLATE. WALL 0 48" O.C. MAX. ALIGN WITH HANGING
TRUSS TOP CHORD w/(4) PERP. WALL WHEN TRUSS PERPENDICULAR TO WALL.
BELOW PLATE TOE-NAIL iro I S SHOWN (TYP.) TRUSS 2x4 HORIZ. AND MIN. (1) WITHIN 8" 0
BOTTOM PLATE FACE-NAIL I BOT. MEMBER
12d NAILS EACH END (TYP I (30-16d
TO TRUSS TOP CHORD w/ 1 0 EA. CHORD. A
12d NAILS 0 3" O.C. (TYP EA. SIDE) N,IN. A
VERT. 30 PLATE
EA. SIDE) ' 4-16d ROOFTRUSS
STANDARD STUD w/ WASHER.
OR JOIST.
B �
A CORNER ST,
2x4 SYP#2 STUDS 2x4 BLOCKING SEE SECTION C A (2)2x8 SYP#2
AT 16- O.C. (TYP) PLAN A t SIMPSON L.TP4 wl SPACER. 2-SIMPSON MSTA24
1-� STRAP TIE BENT AT WHEN USE DETAIL ONLY 1�
w/ 12" O.C. (2)H3 EA END
N, 4-16d SHEARWALL OR 1/2 ROD CORNERS w/22-10d NOTM SPECIFIED ON PLAN
SIMP ON HTT22, (TYP.) MITER GLA$S
U.O.N. A N, -L-VJL HEAD FRAMING. 1-SIMPSON 1 d MM N NAIL , U . . . 0100
A35TOP AND 16*MAX. 0 8 0 111/4" FRAMING,
IV iv U B IN, DETAIL A BOTTOM w/ 1 st RO 8" MAX. TO 6 0 7/4" FRAMING, (B 90- Q& 45- OR 2� 2,5'
N, VIDE 2x4 SYP#2 UPRIGHT FROM TOP TO 1 st ROD. 4 0 5/2 w AND
A. PRO CORNER OF GLASSA
PLAN ELEVATION BOT. CHORD OF TRUSS AT EA. X-BRACE (IF (12) 8d x1 1/2 3/2" FRAMING. SHEATHING AN ALL. DATE
NAIL CORNER w/ 08.08.06
VERTICAL IS; NOT PRESENT) 12dIN EACH PLY
IMITEREDI 90- Q& 45- Q& 22.5- SECTION C FOR
GYP. DESIGN/DRAWN
SHEARWALL QR L GLASS I CORNER OF GLASS STRAPPING REQUIRED. LUSE 9 0 111/4"
B. 2x4 SYPI#2 HORIZ. MEMBER w/ 16dO4* O.C. I H AND WALL FRAMING, 7 0 V/4" LAP/MRG
MITER GLASS TO BLOCK E3ELOW. MEMBER LENGTH SHALL BE MITERED GLASS, DESIGN & (3)2x SYP#2 FLAT WISE HEADER k
mk"m" Is 0 SI/2"
TOP OF ROOF ATTACHMEN SIDE OF BUILDING ATTACHMENT HEAD FRAMING. AT LEAST 8' BUT NO LESS THAN THE LENGTH ATTACHMENT BY OTHIER. PLATES. LAP INTERSECTING PLATES. AND V/2" FRAMING.
OF THE SHEARWALL. III ELEVATION SEE 17/S2.1 FOR NAILING OF BUILT LAP
C. 2x4 BLOCKING BETWEEN TRUSSES ALONG (3)2x SYP#2 COLUMN, SEE 17/S2.1 FOR NAILING OF BUILT UP UPMEMBERS. SHEET
TOP AND BIOT. CHORD, w/ (4) 12d TOE NAILS MEMBERS. AT BASE PROVIDE LTT20B CONNECTOR OR ALTERNATE (A� SECTION AT HEAD SECTION ATCORNER
PER LEGEND ON THIS SHEET ALSO PROVIDE THIS CONNECTOR AT
EA. END (T`YP) CORNER POST OF KNEE WALL AT MITER.
1�6 C IMNEY FRAMING MEN 19 LATERAL TRUSS X-BRACING VMEN 20 MITERED GLASS OPENING FRAMING
(IF APPLICABLE) 0 S2.1 1�!�S2-1
P
SE lie
S
L
F
p <
SHEATI
4kIGT TERMIS
RU
OTM S2.1 T
T
FE u�Flu,�
DR
S HE,
2
ER
rREVIS
�q KIM P 1,'ON PW
-0
SUPPORT
e�/' H E A D I �ER PLAN.
rr(2)2
Sj�
W/
;K w
r Lkj'
,SLOPE-
NT w
'IL A/T HE,
OUGH
SEE
J
J
ELECTRICAL KEY
[NOlE-ELECSYM]
DUPLEY CONVENIENCE OUTLET
�t DUPLEX OUTLET ABOVE COUNTER
PCrWp WEATHERPROOF DUPLEX OUTLET
fCCGFI GROUND-FAULT CIRCUIT-INTERRUPTER
DUPLEX OUTLET
HALF-SWITCHED DUPLEX OUTLET
0 SPECIAL PURPOSE OUTLET/JUNCTION BOX L
in: DUPLEX OUTLET IN FLOOR
0220V 220 VOLT OUTLET
OVERHEAD DUPLEX
WALL SWI TCH c'4
THREE-WAY SWITCH <
2 <
FOUR-'WAY SWITCH
RHEosTrAT SWITCH
R a w
w 0)
DIMMER! SWITCH D 5;
1*4_DM co W
REINFORCED JUNCTION BOX S2 a:
CEILING MOUNTED INCANDESCENT L
LIGHT RXTURE r
WALL MIOUNTED INCANDESCENT
LIGHT FlIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE Ion
cc RECESSED ADJUSTABLE EYEBALL
INCANDESCENT LIGHT FIXTURE u
(OUTLET TO BE MOUNTED TO THE COLUMN) INCANDESCENT LIGHT FIXTURE
HB WITH PU(LL CHAIN
00 (
EXIT LIGHT
WP EMERGENICY LIGHT
FOR SAUNA FLUIORES(CENT LIGHT FIXTURE
FLUORESCENT LIGHT FIXTURE
PRE-WIRE FOR FAN WITH PULL CHAIN
ADDITIONAL BRACING N
3CE TRACK UIGHT co
FOR CHADELIER
EXHAUST FAN (VENT TO EXTERIOR)
TILE TIL oe
EXHAUST FAN/LIGHT COMBINATION
> 0)
% m
(VENT TO� EXTERIOR) x
0 0 LL
M
EXHAUST FAN WITH HEAT LAMP
PB (VENT TO EXTERIOR)
cc
Wp F011 CHIMES
m 't
04
PUSHBUTT�ON SWITCH -a
CLd. BRK.1 �OPB 4)8
GFI* OGFI > --
SMOKE DETECTOR c:
Wp 0 c 0
q 0 =
CONFIRM LOCATION OF FLOOR I qt a- (L
0— @ HEAT DETECTOR
OUTLET W/SUPERINTENDENT (1)
@ CO2 DETECTOR
GFI (D THERMOSTAT
co
CARPET I a @ SPEAKER
rc 9 %
KI PHONE (1--CAT3)
CPT, TILE
DDC (1-CAiT5, 1-RG6)
-4 MDC'(2-CAT5, 2-RG6)
Fl , I
ELECTRIC MIETER
_C;iWL_ ELECTRIC PANEL
p
[,P6---------------AN
kE-WIRE FOR AN REF ET SWITCH JUNCTION BOX FOR H.P. UNIT
r 0 Wp
SAUNA
4P B
qzzu
F-�
tFl ;MM4
iw MCC C
161 A.F.F. PFI EILING FAN PREWIRE
FO W/Sp (PROVIDE ADEQUATE SUPPORT)
C 01 NNE
LER
PANEI ROX99
co <�S� CEILING FAN / LIGHT PREWIRE
TILE
(PROVIDE ADEQUATE SUPPORT)
ttV_/cLG. BIRK. CIO)
lr�l A ELECTRICAL NOTES:
Dt 41
I I I TILE [NOTE-RECMCI
3
F 11 B 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE
I L DETECTORS AS REQUIRED BY NATIONAL FIRE
f
-;N PROTECTION ASSOCIATION (NFPA) AND MEETING
DDC THE REQUIREMENTS OF ALL GOVERNING CODES
W� T' PROVIDE AND INSTALL GROUND FAULT
FTNER OOP 2. CIRCUIT-INTERRUPTERS (GFI) AS REQUIRED BY
I q I > NATIONAL ELECTRIC CODE (NEC) AND MEETING
L\ THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED
CARPET OTIL L__ JL _j 3. DIRECT HOOK-UPS/CLITOFFS.
CARPET CARPET
Gf HVAC CONTRACTOR TO VERIFY THERMOSTAT 03
4- LOCATIONS.
ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E.
5.
.............. I FURNACES, A/C UNITS, ELECTRICAL PANELS,
SANITARY SUMP PITS, DRAIN TILE SUMP, AND
WATER HEATERS) ARE SUBJECT TO RELOCATION
GFI
DUE TO FIELD CONDITIONS.
LOW VOLT 7
TOP 0 72" ELECTRICAL DEVICES: ABOVE FINISHED ELOOR--
cp TIL CARPET SWITCHES OVER COUNTER. . . . . . . . . .48N TO CL
2 LE
D6 WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL
G I REMAINING SWITCHES . . . . . . . . . . . .48" TO CL
STEAM H R WALL OUTLETS. . . . . . . . . . . . . . . .16- TO CL
L.====.WPZZUV OF BATH VANITY BRACKET OUTLET
TANKLESS (1- ABOVE TOP OF MIRROR). . . . . .88" TO CL 1 2
W.H. WATER SOFTENER AND SUMP OUTLETS 48" TO CL
-F-j _ u I I TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL
L -1 1-I
TELEVISION OUTLETS. . . . . . . . . . . . .160 TO CL
ELECTRICIAN TO CONFIRM SPECIALTY WIRING ALARM
NEEDSFOR STEAM ETC.. TO BE WIRED TO STEAM SHOWER EQUIPMENT EXERIOR GA OUTLETS. . . .. . . . . . . . .16- TO CL
SHOWER THIS CLOSET- NOT ROOM GARAGE GA (ABOVE GARAGE FLOOR) 48" TO CL
MASTER CLOSET PLUMBER TO CONFIRM KOHLER FRONT DOOR COACH LIGHT. . . . . . . . .84' TO CL
STEAM SHOWER W/ BESTCON GARAGE DOOR COADi LIGHT,
SPEC. (ABOVE GARAGE FLOOR) . . . . . . .84- TO CL
DINING AND BREAKFAST FIXTURE . . . . .64! TO BTM
OF FIXTURE
FOYER AND STAIRWAY FIXTURE . . . . . .96' TO BTM
OF FIXTURE
THERMOSTAT. . . . . . . . . . . . . . . . .W TO CL
DOORBELL CHIMES. . . . . . . . . . . . . .84' TO CL
DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/
DR HANDLE
KITCHEN WALL HUNG MICROWAVE
.MAIN FLOOR ELECTRICAL OUTLE1 . . . . . . . . . . . . . . . . . .76" TO CL
SCALE: 1/4*4-0" KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK
KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CL
NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS KITCHEN REFRIGERATOR. . . . . . . . . . .48- To CL
WASHER/DRYER OUTLET. . . . . . . . . . .48- TO CL
L
JOB NO.
CL = CENTER LINE
1 = FIELD VERIFY Paradise Preserve
2 = MASTER BATH STANDARD W HIGH
VANITY TO BE RAISED 4m
SHEETTITLE SHEET
MAIN FLOOR
ELECTRICAL E1 . 1
L na
ELECTRICAL KEY
[NOTE—UCSYM)
SINGLE POLE OUTLET
DUPLEX CONVENIENCE OUTLET
DUPLEX OUTLET ABOVE COUNTER
Wp WEATHERPROOF DUPLEX OUTLET
Gn GROUND-FAULT CIRCUI T-INTERRUPTER
DUPLEX OUTLET
HAU-SWITCHED DUPLEX OUTLET L
SPECIAL PURPOSE OUTLET/JUNCTION BOX
DUPLEX OUTLET IN FLOOR r
220v 220 VOLT OUTLET
OVERHEAD DUPLEX
CT
WAL-L SWITCH CN
3 THRIEE-WAY SWITCH <
FOUR-WAY SWITCH
a
R RHEOSTAT SWITCH Lu
Lu co
DIMWER SWITCH _j >
DM cl) Lu
REINIFORCED JUNCTION Box S2 Ir
CEILING MOUNTED INCANDESCENT L
LIGHT FIXTURE r
K� WALL. MOUNTED INCANDESCENT
LIGHT FIXTURE
RECESSED INCANDESCENT LIGHT FIXTURE
be a U
RECESSED ADJUSTABLE EYEBALL n
INCANDESCENT LIGHT FIXTURE
u
P INCANDESCENT LIGHT FIXTURE
C NTH PULL CHAIN
EXIT ILIGHT u�
EMERGENCY LIGHT
FLUORESCENT LIGHT FIXTURE
FLUORESCENT LIGHT FIXTURE
NTH PULL CHAIN
co
TRACK,' LIGHT
a) fl-
:S
EXHAUST FAN (VENT TO EXTERIOR) C14
0
0)
EXHAUST FAN/LIGHT COMBINATION >
.2 M
(VENT TO EXTERIOR) -a
z*r_
0 0
EXHAUST FAN WITH HEAT LAMP
(VENT TO EXTERIOR)
CHIMES Inu,lot
cl
�EPB PUSHBIUTTON SWITCH
SMOKE DETECTOR 0
0 co
'q 0 r-
--------- HEAT DETECTOR V-(L Q_
CO2DETECTOR ass)
THERMOSTAT
SPEAKER
3Ct 10 PHONE 1(1-CAT3)
DDC (1-CAT5, 1-RG6)
SOD 3CC MDC (2-CAT5, 2-RG6)
GFI-_ 0) ELECTRIC METER
-CZM- ELECTRIC PANEL
CEILING IFAN PREWIRE
(PROVIDE ADEQUATE SUPPORT)
DOW 4 1 �s
L2
r
D(
6. IRI,'
4 141 CEILING FAN LIGHT PREWIRE
H (PROVIDE ADEQUATE SUPPORT)
ELECTRICAL NOTES:
[NOTE—BECTRIC]
PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE
DETECTORS AS REQUIRED BY NATIONAL FIRE
PROTECTION ASSOCIATION (NFPA) AND MEETING
THE REQUIREMENTS OF ALL GOVERNING CODES
PROADE AND INS7ALL GROUND FAULT
2. CIRCUIT-INTERRUPITERS (GFI) AS REQUIRED BY
NATIONAL ELECTRIIC CODE (NEC) AND MEETING cd
THE REQUIREMENTS OF ALL GOVERNING CODES.
ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED
SECOND FLOOR ELECTRICAL 3- DIRECT HOOK-UPS/CUTOFFS.
*=V-on 4 HVAC CONTRACTOR TO VERIFY THERMOSTAT cld
SCALE: 1/4 - LOCATIONS.
5. ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E.
NOTE: PROVIDE ARC FAULT IN ALL BEDROOMS FURNACES, A/C UNITS, ELECMCAL PANELS,
SANITARY SUMP NITS, DRAIN TILE SUMP, AND
WATER HEATERS) ARE SUBJECT TO RELOCATION
DUE To FIELD CONIDITIONS.
ELECTRICAL DEVICES: ABOVE FINISHED FLOOR
SWITCHES OVER COUNT7ER. . . . . . . . . .48" TO CL
WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL
REMAINING SWITCHES . . . . . . . . . . . .48" TO CL
WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL
BATH VANITY BRACKET OUTLET 1,2
(1- ABOVE TOP OF MIRROR). . . . . .88- TO CL
WATER SOFTENER AND SUMP OUTLETS 48" TO CL
TELEPHONE OUTLETS. . . . . . . . . . . . .16N TO CL
TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL
EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL
GARAGE GFI (ABOVE GARAGE FLOOR) 48- TO CL
FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL
GARAGE DOOR COACH L]GHT,
(ABOVE GARAGE FLOOR) . . . . . . .84' TO CL
DINING AND BREAKFASTnXTURE . . . . .64" TO BTM
OF FIXTURE
FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM
OF FIXTURE
THERMOSTAT. . . . . . . . . . . . . . . . .54' TO CL
DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL
DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/
DR HANDLE
KITCHEN WALL HUNG MICROWAVE
OUTLET . . . . . . . . . . . . . . . . . .76" TO CL 14
KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK
KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL
KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL
WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CL
JOB NO.
CL CENTER LINE
1 FIELD VERIFY Paradise Preserve
2 MASTER BATH STANDARD 30" HIGH
VANITY TO BE RAISED 4'
SHEETTITLE SHEET
SECOND FLOOR
ELECTRICAL E1 .2
L =IJI