HomeMy WebLinkAbout303-301 Nations Rd 18-4133 & 18-4134- NEW DUPLEXNEW NTM DUPLEX RESIDENCE
303 -301 NATIONS ROAD
5ANfORD,
V -B
fLOKIDA
3277
PARCEL
ID: 3 1-19-3 1-300-0020-0000
HEATED UNIT B:
993 GY
BUILDING DATA:
CON5TKUCrION TYPE:
V -B
OCCUPANCY TYPE:
K-3
HEATED UNIT A:
993 G5F
HEATED UNIT B:
993 GY
_
TOTAL HEATED:
06G G5F
CARPORT A:
345 G5F
CAKPOKT b:
345 G5F_
TOTAL PK01`05ED:
2,676 G5F
CODE DATA:
BUILDING CODE:
FLORIDA BUILDING CODE GTH ED. 2017 RESIDENTIAL
MECHANICAL CODE:
FLORIDA BUILDING CODE GTH ED. 201 7
PLUMBING CODE:
FLORIDA BUILDING CODE GTH ED. 201 7
ELECTRICAL CODE:
NEC 2014 ED.
LIFE 5AFETY CODE:
FLORIDA FIRE PREVENTION CODE GTH ED, 201 5
WIND51"EED:
140 MPH
WIND IMPORTANCE FACTOR:
1.0
EXP05UKE CATEGORY:
B
FLOOR LOADS:
LIVE 401`51', DEAD 25 P5F
ROOF LOADS:
LIVE 20 1`51, DEAD 20 P5F
GENERAL CONTRACTOR TO VERIFY:
---
- MINIMUM 501L DEN5ITY OF 95,
I Od
- 2000 P5F A55UMED ALLOWABLE.
_
DOUBLE TOP PLATES, FACE NAIL
- CONTRACTOR TO REMOVE POOR 501L "MUCK"
FROM UNDER NEW CON5TRUCTION
AND WITHIN
5'-0" FROM FOUNDATION
I G" O.C.
FASTENER SCHEDULE POR STRUCTURAL MEM6ER5
------------------
DE5CRIPTION Of 13UILDING ELEMENTS
-NUMBER ,t TYPE
OF FASTENER
SPACING Of FA5TENER5
J015T TO SILL OR GIRDER, TOE NAIL
O
--
I " X G" 5U15FLOOR OR LE55 TO EACH JOIST, FACE NAIL
2-8d
STAPLES.44
---
2" 5UBFLOOK TO J015'r OR GIRDER, BLIND AND FACE NAIL
2-1 6d
---
SOLE PLATE TO J015T OR BLOCNNG, FACE NAIL
I Gd
16" O.C.
TOP OR 50LE PLATE TO STUD, END NAIL
2-1 Gd
--
"
STUD TO SOLE PLATE, TOE NAIL
3-8d or, 2-1 Gd
---
DOUBLE STUDS, FACE NAIL
I Od
24" O.G.
_
DOUBLE TOP PLATES, FACE NAIL
I Od
24" O.C.
SOLE PLATE TO J015T OR BLOCNNG AT BRACED WALL PANELS
3-1 Gci
I G" O.C.
DOUBLE TOP PLATES, MIN 24" OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA
1'3 16d
ALLOWABLE FIBER 5TRE55E5 OF NO. 2 50DTrE�3 Pj�f
13LOMNG BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL
3-8d
---
RIM J015T TO TOP PLATE, TOE NAIL
8d
G" O.C.
-� `- v-�-
TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL
2-1 Od
---
BUILT-UP HEADER, TWO PIECES WITH 42" SPACER
I Gd
I G" O.C. ALONG EACH EDGE
CONTINUED HEADER, TWO PIECES
16cl
I G" O.G. ALONG EACH EDGE
CEILING JOI5T5 TO PLATE, TOE NAIL
3-8d
---
CONTIN000S HEADER TO STUD, TOE NAIL
4-6d
-- --
---
CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL
3 --
INSULATION, K-5 AT MA50NRY ANDCOr;C �� 1'Irr,,�, R-! I AT
CEILING J015T TO PARALLEL RAFTERS, FACE NAIL
3-1001
--
RAFTER TO PLATE, TOE NAIL
2-1 6d
---
-- - --- ----
I " BRACE TO EACH STUD AND PLATE, FACE NAIL
2-8d
2 STAPLES, 1 ?4"
_
---
I "x6" SHEATHING TO EACH BEARING, FACE NAIL
2-8d
2 STAPLES, 1 '4"
---
I "x8" SHEATHING TO EACH BEARING, FACE NAIL
2-8d
3 STAPLES, 1 4,1"
---
WIDER THAN I "x8" 5HEATHING TO EACH BEARING, FACE NAIL
3-801
4 5TAPLE5, I y4"
BUILT-UP CORNER STUDS
I Od
24" U.C.
BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS
1001
NAIL EACH LAYER AS FOLLOWS: 32" 0. C. @ TOP 4- BOTTOM
STAGGERED. (2) NAILS @ ENDS @ EACH SPLICE.
2" PLANKS
2-1 Gd
@ EACH BEARING
ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTER5:
TOE NAIL
FACE NAIL
4-1 Gd
3-I Gd
---
_
RAFTER TIES TO RAFTERS, FACE NAIL
3-8d
---
GENERAL NOTES:
1. DO NOT SCALE DRAWINGS, DIMEN510N5 5HALL GOVERN.
8. U5E JOINT 5EALANT AND CL05ED CELL TO - ;'
DETAILS SHALL GOVERN OVER PLAN AND ELEVATION DRAWING5.
ALL EXTERIOR FENETRATION5 TO MAKE 54V10.'6''►"+
SMALL SCALE DETAILS SHALL GOVERN OVER LARGE DETAILS.
O
AND SUCTION (P5F)
9. THE STRUCTURE 15 DESIGNED TO 5c" 5ELF-51,f-TC;R71-6 A�10
2. THERE SHALL BE NO SUBSTITUTION OF MATERIALS WHERE A
5TABLE AFTER THE BUILDING 15 COMPLETE. 1T 15 Tr:E
MANUFACTURER 15 SPECIFIED. WHERE THE TERM "OR APPROVED
CONTRACTOR'S 50LE RE5FON51BILITY TO E7(rCTr,,!i
EQUAL" 15 USED, ARCHITECT ALONE SHALL DETERMINE EQUALITY
PROCEDURES AND 5EQUENCE TO IN5URE 5Ai'ETf OF 1-n
BA5ED UPON INFORMATION SUBMITTED TO ARCHITECT BY THE CONTRACTOR.
BUILDING AND IT5 COMPONENTS DURING EZ:TGlI. Tri
(1) 51.2
INCLUDE5 THE ADDITION OF NECESSARY
3. ALL WORK 5HALL BE PERFORMED IN ACCORDANCE WITH THE
TEMPORARY BRACING, GUYS OR TIEDO'+1/tt5.
RULES AND REGULATION5 OF THE GOVERNMENTAL AGENCY
(+) 48.9
HAVING JURISDICTION AND 5HALL CONFORM TO ALL 5AFETY AND
10. EACH WOOD TO WOOD CONNECTiOi PfRf5r.
SANITARY LAWS, CITY, COUNTY, 5ATE, AND / OR FEDERAL
UNLE55 NOTED OTHERWI5E. ALL FA5TENEF.5 _N CCICAC'T
ORDINANCE5 WHICH APPLY,
WITH TREATED WOOD ARE TO BE GALVANIZED-
AL VANIIED-4.
4.ALL WORK 5HALL BE PERFORMED BY 51KILLED WORKER5 AND
11. 5TRUCTURAL WOOD COMPONENTS (EHAM5, 0515,
IN ACCORDANCE WITH THE BE5T PRACTICE5 OF THE TRADES
RAFTER, ETC.) 5HALL HAVE THE FOLLOVI !A_%_1I
INVOLVED FOLLOWING ALL TRADE 5TANDARD PRACTICE5 AND
ALLOWABLE FIBER 5TRE55E5 OF NO. 2 50DTrE�3 Pj�f
TRADE A55OCIATION REGULATION5 / GUIDELINE5•
CONFORMING TO 1997 ND5, A5 FOLLOtir: 5e AX ft 90 f],
47.9
BENDING 2xG Fb=1,250 P51, BENDING 20F2 = %'Ki) F5I
5. ALL WORK 5HALL BE ERECTED AND INSTALLED PLUMB,
5QUARE, LEVEL, AND TRUE AND IN PROPER ALIGNMENT.
12• ALL WOOD IN CONTACT WITH CONCR-TE G?!.rJ, !a ' i5
a
TO BE PRESSURE TREATED, OR BE 5EPA?ATf971 GA.17AIir7ED
G. ALL MATERIAL5 5HALL BE NEW, UNUSED, AND OF THE
METAL M015TURE BARRIER,
HIGHE5T QUALITY IN EVERY RESPECT UNLE55 OTHERWI5E NOTED.
ALL MANUFACTURED EQUIPMENT, MATERIAL5, AND FINISHES
13. ALL GYPSUM BOARD TO BE 112' AND ;!I
5HALL BE IN5TALLED OR APPLIED ACCORDING TO THE
UN-AIRCONDITIONED OR DAMP LOCATION5 TO 3E hr,15%XE
MANUFACTURER'S WRITTEN RECOMMENDATIONS AND 5PECIFICATION5.
RESISTANT. ALL TILE TO BE OVER CEME]f l`T..X5 5W,r.EK BARD.
7. THE CONTRACTOR 5HALL NOT CUT ANY EX15TING
14, ALL AIR-CONDITIONED SPACE TO 5E
5TRUCTUKAL MEMBERS UNLE55 APPROVED TO DO 50 IN
INSULATION, K-5 AT MA50NRY ANDCOr;C �� 1'Irr,,�, R-! I AT
WRITING, 5KETCHE5, OK DRAWING5 51GNED AND SEALED BY THE ARCHITECT.
FRAME WALLS, K-30 AT ROOF MINIMUM
15. ALL GLA55 IN DOO .5 AND BATHKOGM5 6 TO 5= TDr?fJ 9.
=1E
UL U334
Interior Partitions - Wood Studs
Fire Rating 2 hour
STC 5$ USG -810219
Assembly thickness165M M (6-1i2")
Assembly Qptions
Gypsum Board - Two layers of 15.9 mm (5/8 in.) thick gypsum board applied horizontally or vertically
a CGC Sheetrock@ Brand Firecode@ C Panels -15.9 mm (5/8") (UL Type C)
Resilient Channel - 25 ga. furring channels installed horizontally spaced 609.6 mm (24 in.) OC
Wood Studs - 50.8 mm x 101.6 mm (2 in. x 4 in.) wood studs spaced max. 406.4 mm (16 in.) OC
Batts and Blankets - 50.8 mm (2 in.) thick mineral wool insulation
Gypsum Board - Two layers of 15.9 mm (5/8 in.) thick gypsum board applied horizontally or vertically
CGC Sheetrock@ Brand Firecode@ C Panels- 15.9 ruin (5/8") (UL Type C)
Remarks
• Stud size is minimum unless otherwise stated in design.
• For the most up-to-date information refer to the UL Fire resistance directory U334 G�'
(HIP)
m
4__a k (GABLE)
PLAN VIEW
(ROOF)
WALL DE51GN
WIND PKE55 U KE5
AND 5UCTION5
GRO55 UPLIFT
PRE55URE (1`5F)
WIND PRE55URE
O
AND SUCTION (P5F)
TRI B AREA
(t) VALUE DENOTES PRESSURE
(5Q FEET)
(-) VALUE DENOTES SUCTION
O
O
120.5
10
(+) 51.2
(1) 51.2
(-)
55.4
- 68.4
20
(+) 48.9
(+) 46.9
102.3
53.2
- 63.8
50
(+) 45.9
(+) 45.8
50.2
- 57.7
100
(+) 43.5
(1) 43.5
4-
U
47.9
- 53.2
DE51GN
ROOF
GKO55 UPLIFT -
PRE55UKE5 14OMFH
ROOF SLOPE 70 - 270
TRIG AREA
(5Q FEET)
GRO55 UPLIFT
PRE55URE (1`5F)
#18-41
O
O
J
10
(-) 46.8
(-) 81.5
(-)
120.5
20
(-) 45.5
(-) 75.0
(-)
1 12.7 '
50
(-) 43.8
(-) 66.3
(-j
102.3
100
(-) 42.5
_
(-) 59.7
1(-)
94.4 j
I
NOTES:
1. a = 4 ft.
GENERAL 5PECIEICATION5:
Doors and WInd0W5:
1. Window and door openings are to be Installed per manufacture instructions.
2. Exterior doors are to be vinyl framed with double pane insulated glass and low -If coating.
3. Interior door's in insulated walls are to be solid core door,.
Plumbing:
1. Supply piping 15 to be PEX and all hot water piping 15 to be insulated, Waste pipe 15 to be PVC. Water hammer arresters are to be Installed on both
cold and hot water pipes for each clo5mg off valve.
All adhesives and sealant used on the Interior of the buildmg (defined a5 Inside of the weatherproofing 5y5tern and applied on-51te) shall comply with the
requirements of the following reference 5tandard5:
ADHE51VE5 AND SEALANT VOC REQUIREMENTS
Adhe5lve5, 5ealant5 and Sealant Prime's: South Coast Air Quality Management District (5CAQMD) Rule# I I G5. VOC Ilrnit5 are 115ted In the table below and
correspond to an effective date of .July 1, 2005 and rule amendment date of January 7, 2005.
Aerosol Adhe5rve5: Green Seal Standard for Commercial Adhe51ve5 G5 -3G requrement5 In effect on October 19, 2000.
Architectural Applications VOC Limit Specialty Applications VOC Umit
[g4- less water] [grL less water]
Indoor Carpet Adhesives 50 PVC Welding 510
Carpet Pad Adhesives 50 CPVC Welding 490
Wood Flooring Adhesives 100 A65 Welding 325
Rubber Floor Adhesives 60 Plastic Cement Welding 250
5ubfloor Adhesives 50 Adhesive Primer for Plastic 550
Cerarme Tile Adhesives 65 Contact Adhesive 80
VCT f Asphalt Adhesives 50 Special Purpose Contact Adhesive 250
Drywall f Panel Adhesives 50 structural Wood Member Adhe51Ve 140
Cove base Adhesives 50 Sheet Applied Rubber Uning Oper•ahon5 850
Multipurpose Construction Adhesives 70 Top t Trim Adhesive 250
Structural Glazing Adhesives 100
Substrate Specific Applications VOC Limit 5ealanO VOC Limit
[gR less water] [grL less water]
Metal to Metal 30 Architectural 250
Plastic Foams 50 Nonmernbrane Roof 300
Porous Material (except wood) 50 Roadway 250
Wood 30 Sir ie -Ply Roof Membrane 450
Fiberglass 80 Other 420
sealant Primers VOC Limit
[grL less water]
Architectural Non Porous 250
Architectural Porous 775
Other 750
Aerosol Adhesives: VOC Weight [g/L minus waterl
General purpose crust spray 65% V005 by weight
General purpose web spray 55% V005 by weight
5peaal purpose aerosol adhesives (all types) 70% VOCs by weight
METALLIC OUTLET BOXES
Listed metallic outlet boxes with metallic or
nonrrietallic cover plates may be used in floor -ceiling
and roof ceiling asserriblies with ratings nol exceeding
2 hours. These assemblies shall have gypsurn
wallboard rnembrane;s. The rnetallic outlet boxes shall
be securely fastened to the joists and the opening in
the wallboard facing shall bu cut so that the
clearance between the box and the gypsurn wallboard
does riot exceed '1/8 in, rhe surface area of
individual boxes shall riot exceed 16 sq. in. The
aggregate surface area of the boxes shall not exceed
100 sq. in. per '100 sq. ft of ceiling surface. Do not
install two outlet boxes within a single stud/covity or
within 24"of each other.
Where two oultIeLs are within a single; s(ud/covity or
within 24" of each other use Hilti-C F)61 7 or equal
installed per rnonufocturers specifications.
N. T. M. Homes
Sanford, Florida
Staff
Two Bedroom Duplexes
�inglc Bedroom Duplexes
ndependent Living
Latham Center Complex
Chapel and Office
laintcriarice Buildings
®Under Construction
Future Buildings
LGarden Area
PROJECT
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PLANS EXAIIAI ER JOHN K PM
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SANFORD BU L_ I1�1<J DIV��kll
A PERMIT ISSUED ;UED SHAL L E CONSTRUED TO SE A 09/26/18
LICENSE TO PROCEED +A IT Ti iEW6RK--AN-h"h"- •r A5
AUTHORITY TO VIOL -ATE, CANCEL, ALTER OR SET
ASIDE ANY of THE PROS 11Et0N}_-
,ODES, NOR SHALL ISSU AP ICE OF A PERMIT PREVENT
THE BUILDING OFFK IF' FFiE)fVl- HE:REAFFE ' ----
REQUIRING A CORREC' ICN OF ERRORS IN PLANS,
CONSTRUCTION OR 10 YFf6NG )F FHIR-84F 6 --
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AUTHORITY TO VIOL -ATE, CANCEL, ALTER OR SET
ASIDE ANY of THE PROS 11Et0N}_-
,ODES, NOR SHALL ISSU AP ICE OF A PERMIT PREVENT
THE BUILDING OFFK IF' FFiE)fVl- HE:REAFFE ' ----
REQUIRING A CORREC' ICN OF ERRORS IN PLANS,
CONSTRUCTION OR 10 YFf6NG )F FHIR-84F 6 --
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? SPECIFIC PURPOSE SURVEY
�FOR
i NEW TRIBES MISSION
OR
u 301-303 NATIONS ROAD
SANFORD, FL 32771
PARCEL ID: 31-19--31--300--0020--0000
24.66
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' SURVEYOR'S NOTES: LEGEND:
1. The lands as shown hereon lie within Section 31, Township 19 S., Range 31 E., Seminole County,
mr:do• B.M. BENCH MARK
09/26/18
;?2. This survey represents a survey made on the ground under the supervision of the signing surveyor, [ CENTERLINE
.dess otherwise noted.
EL ELEVATION
3. Underground improvements or underground foundations have not been located except as noted.
N/D NAIL AND DISK
4. This surveydoes not reflect or determine ownership.
REC RECOVERED
---
5. All easements of which the surveyor has knowledge of, or has been furnished, have been noted on
g this mop, TELE TELEPHONE
—
6. No We data has been provided to this surveyor unless otherwise noted. X00.0 SPOT ELEVATIONS
7. Je•rations shown hereon are based on benchmarks relative to NAVD '88.
3. The specific purpose of this survey is to show the proposed building in relation to the road and FIRE HYDRANT
adjacent buildings.
— -
9. This is not a boundr/ survey. POWER POLE
THIS REVISIONS COPIES UTHEREOF?AREDNor VAUDRT (,'WITHOUT THE
LLC Job No: I-357 SIGNATURE MMD ;THF ORIGt,NAL.: RAI?ED- SEAL OF
A FLORIDPI LICENSED S�1RVk(UR`AND y1APP..ER.
_
SN���' INFO�MArION
Henrich–Luke–Swaggerty–MenardHLSM,
Rev. Date: Professional Surveyors & Mappers
usiness No. 7276 Field Date: 6/28/18
Rev. Date: Licensed B Drawn By: SEH Gil" t
Rev. Date: 7`94 Big Tree Drive, Suite los Field By: ME/NY , ,_
Longwood, Florida 32750 ✓1lilliarn l ,- Merlardl
T PLAN LA' \�
Rev. Date: P. (407) 647-7346 Scale: 1 = 30 Professions" I Surveyor' & 55 Mapper
M
F. (407) 982-7166 Florida Ref `
Isr'dtioh;'`
Survey®HLSM.US 9 # 0625r .
Scale
A1 01
9/26/2018 10:09:16 PM
CONCRETE SLAB ON 1/2" ANCHOR BOLTS @ 48"
GRADE REFER TO O.C. AND ENDS OF WALLS W/
FOUNDATION PLAN 7" MIN. EPDXY EMBEDMENT
SIMPSON 'SP-' EACH
VAPOR BARRIER STUD W/ 6-10d
(TYPICAL) —-/ / P.T. 2x MIN. BOTTOM PLATE
477,
d
i i i i t
--REINFORCEMENT - z -
_—REFER TO
I I - 3-
- FOUNDATION PLAN
- —----- nodi_ -®• - ;+` -
FOUNDATION DETAIL
3/4" = 1'-0"
��25' LAP =1PL:lcdl 5
CORNER
v
n FOUNDATION LAP DETAIL
3/4" = 1'_O„ _
CONCRETE SLAB ON
GRADE REFER TO
FOUNDATION PLAN
DOOR RECESS -
-t —SLOPE
d°
R£FER
—FOUNDATIOtl DETAIL--'
-� I I=1 1 I=1 1 1-� = 1=1 11=
DOOR DETAIL
-011
i����J\ �1:.\■��J\■r■:\\■►LTJ■3ii�
1, CONCRETE 5LAD SHALL DE 4" THICK MIN. WITH FIBER REINFORCEMENT 1.51-55
PER CUDIC YARD OVER G MIL. VAPOR BARRIER PLACED OVER CLEAN WELL COMPACTED
TERMITE -TREATED FILL FILL (J5% MODIFIED PROCI"OK MAXIMUM DRY DENSITY). ALL 4"
5LAD5 SHALL HAVE ULTIMAFE COMPRESSIVE STRENGTH OF NOT LE55 THAN 2500 P51 AT
28 DAYS.
2. INTERIOR LOAD BEARING WOOD FRAME WALLS SHALL 13E 2x4 SYP #2 @ I G" O.C.
W1 2x BLOCKING AT MID SPAN.
S. ALL POURED CONCRETE FOUNDATIONS SHALL HAVE ULTIMATE COMPRESSIVE
STRENGTH Of NOT LE55 THAN 2500 F51 AT 28 DAYS.
4. REINFORCE FOOTING5 WITH #5 REDARS A5 INDICATED, ALL BAR5 SHALL BE
DEFORMED AND SHALL CONFORM TO A5 -FM SERIAL DESIGNATION A305, BE CLEAN AND
FREE FROM RUST AND SCALE,
5. RECESS 5LAD AT EXTERIOR DOOR THRESHOLD (COORDINATE WITH DOOR
MANUFACTURE'S IN5TALLATION DRAWINGS.
S
. PROVIDE 3'x3' MIN. 4" THICK CONCRETE PAD AT ALL CONDENSING UNITS
FOUNDATION SCHEDULE
F I
1'-0" X I' -0"W X I' -0"D
(2) #5 BOT EW THICKENED 5LAD
F2
2'-0" X 2'-0"W X P -0"D
(3) #5 BOT EW THICKENED SLAB
1`3
CONT. X I' -0"W X I' -0"D
(2) #5 BOT LW THICKENED SLAB
�
(D
'r
a
4
r\
a
-4-
N
44,
`.
EXTEND REINFORCING
4—j
m
TO OPP051TE 51DF-
-+--jd
OF INTERSECTING
0
d
FOOTING (TYPICAL)
v
n FOUNDATION LAP DETAIL
3/4" = 1'_O„ _
CONCRETE SLAB ON
GRADE REFER TO
FOUNDATION PLAN
DOOR RECESS -
-t —SLOPE
d°
R£FER
—FOUNDATIOtl DETAIL--'
-� I I=1 1 I=1 1 1-� = 1=1 11=
DOOR DETAIL
-011
i����J\ �1:.\■��J\■r■:\\■►LTJ■3ii�
1, CONCRETE 5LAD SHALL DE 4" THICK MIN. WITH FIBER REINFORCEMENT 1.51-55
PER CUDIC YARD OVER G MIL. VAPOR BARRIER PLACED OVER CLEAN WELL COMPACTED
TERMITE -TREATED FILL FILL (J5% MODIFIED PROCI"OK MAXIMUM DRY DENSITY). ALL 4"
5LAD5 SHALL HAVE ULTIMAFE COMPRESSIVE STRENGTH OF NOT LE55 THAN 2500 P51 AT
28 DAYS.
2. INTERIOR LOAD BEARING WOOD FRAME WALLS SHALL 13E 2x4 SYP #2 @ I G" O.C.
W1 2x BLOCKING AT MID SPAN.
S. ALL POURED CONCRETE FOUNDATIONS SHALL HAVE ULTIMATE COMPRESSIVE
STRENGTH Of NOT LE55 THAN 2500 F51 AT 28 DAYS.
4. REINFORCE FOOTING5 WITH #5 REDARS A5 INDICATED, ALL BAR5 SHALL BE
DEFORMED AND SHALL CONFORM TO A5 -FM SERIAL DESIGNATION A305, BE CLEAN AND
FREE FROM RUST AND SCALE,
5. RECESS 5LAD AT EXTERIOR DOOR THRESHOLD (COORDINATE WITH DOOR
MANUFACTURE'S IN5TALLATION DRAWINGS.
S
. PROVIDE 3'x3' MIN. 4" THICK CONCRETE PAD AT ALL CONDENSING UNITS
FOUNDATION SCHEDULE
F I
1'-0" X I' -0"W X I' -0"D
(2) #5 BOT EW THICKENED 5LAD
F2
2'-0" X 2'-0"W X P -0"D
(3) #5 BOT EW THICKENED SLAB
1`3
CONT. X I' -0"W X I' -0"D
(2) #5 BOT LW THICKENED SLAB
COORDINATE WITH FOUNDATION DETAILS AND TYPICAL WALL 5ECTION5.
NOTE: EXTERIOR WALLS ARE LOAD BEARING, NO INTERIOR WALLS ARE LOAD BEARING.
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EXTERIOR
SIDE
JILL
WINDOW IN WOOD STUD
3/4" = 1'-0"
FUTURE SCR
ENCLOSURE
BEAM REFER TO PLANS
DOUBLE JACK STUDS W/
ONE SOLIDER MIN.
P.T. WOOD SHIM 1/2" MAX.
ELEVATIC
2x SILL
SIMPSON 'SP6' EACH
STUD W/ 6-10d (TYP.)
DOUBLE TOP PLATE
BEAM REFER TO PLANS
SIMPSON 'MSTA15' EACH
END W/ 12-10d
DOUBLE JACK STUDS W/
ONE SOLIDER MIN.
2x SILL
2x BOTTOM PLATE
SIMPSON 'SP6' EACH
STUD W/ 6-10d (TYP.)
our
sPAr
WOOD STUD NOTCHING AND BORING
LIMITS
3/4" = 1'-0"
HOLE DIAMETER
< 3/5d
DOUBLE STUD
HOLE EDGE
DISTANCE : 5/8"
DOUBLE TOP PL
CRIPPLE STUDS
HEADER STUD
MECHANICALLY FASTEN AS
NECESSARY IN CORNERS THROUGH
SELF -ADHERED FLASHING
WEATHER
("RESISTIVE
�ARRIER
TAPE
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WALL TYPES:
WOOD FRAME
WOOD FRAME WITH INSULATION
"'n WEATHER
✓E BARRIER &
IARILY SECURE
HEAD FLASHING TIE-IN INSTRUCTIONS:
DOUBLE JACK STUDS I 1. Cut, fold up & temporarily secure weather resistive
barrier above header to allow for flashing installation
SOLDIER STUD
2. Self -adhered flashing plus head flashing under
weather resistive barrier
"j 3. Fold weather resistive barrier back over head
flashing and seal with tape
ON -BEARING PARTITION FLEXIBLE FLASHING DETAIL
4 1 1/2" = 1'-0" � j i/2.. = j' -p"
(2-2x8) - DOUBLE 2x8 SYP92
FLOOR PLAN (3-2x10) - TRIPPLE 2x10 SYP#2
------------------------
.,
EXTERIOR
SHEATHING
WEATHER
RESISTIVE
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SHEATHING
BUILDING WRAP
SELF-ADHEARED FLASHING
SELF-ADHEARED HEAD FLASHING
PRE -FINISHED METAL DRIP FLASHING
WINDOW
PAINTED CEMENT BOARD SIDING
CLOSED CELL BACKER -ROD AND SEALANT
SELF ADHERED FLEXIBLE FLASHING
WRAPPED INTO OPENING (TYP.)
PAINTED CEMENT BOARD SIDING TRIM
STUDS
BUILDING WRAP
CREEN 61 SIDING STUD WINDOW HEAD
OSURE
7 SIDING STUD WINDOW SILL
1 1/2 = V-0"
STUDS
SHEATHING
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PAPER BACKED
METAL LATH
CASING BEAD
CLOSED CELL
BACKER -ROD &
SEALANT
FLEXIBLE
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FLASHING LAPPED
INTO PAN FLASHING
WINDOW
PRE -FINISHED
METAL PAN
FLASHING
SEALANT
'INDOW NOTE5:
'x34" - 51NGLE HUNG
'x46" - DOUBLE WITH MULLION 51NGLE HUNG
'x54" - 51NGLE HUNG (EGRE55) OPENING 32,25" CLEAR WIDTH X 25.5" CLEAR HEIGHT, 5.71 51' CLEAR AREA
'x54" - DOUBLE WITH MULLION 51NGLE HUNG
9/26/2018 10:09:20 PM
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993 50 -PT x 3 VA = 2,979 VA
7,479 VA (3,000 VA @ 100, 4,479 VA @ 35%4,566
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600 VA
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NOTE:
1. ALL ELECTRICAL OUTLETS IN BEDROOMS TO BE
ON ARC FAULT CIRCUITS.
2. ALL OUTLE-fS TO BE TAMPER RESISTANT.
3. SMOKE & CO ALARM LOCATIONS TO BE HARD
WIRED, INTERCONNECTED AND BATTER BACKUP.
ELECTRICAL LEGEND
SCONCE LIGHT
PENDANT LIGHT
- INTERCONNECTED SMOKE DETECTOR
�J MOTOR
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2x6 SYP#2 CF
BRACING AT
ENDS (TYP.)
FKAMING PLAN NOTES:
I . ROOFING SHALL BE OVER 1/2" MIN, APA RATED, "CDX" TYPE PLYWOOD SHEATHING W/ 32/1 G SPAN RATING
CONNECTED TO WOOD ROOF J015T W/ I Od COMMON NAILS SPACED G" O.C. EVERYWHERE. PROVIDE ONE
PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES. PROVIDE 50LID 2X BLOCKING BETWEEN SUPPORTS AT
ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPES,
2. SEE SECTION DETAILS FOR UPLIFT" CONNECTIONS.
3. SEE TRUSS WIND PRE55URE CHARTS FOR DESIGN REQUIREMENTS.
4. FASTEN 1/2" MIN. 05D APA RATED WALL SHEATHING TO WOOD FRAMING W/ I Od COMMON
NAILS SPACED G" O.C. EVERYWHERE.
5, AT ALL GIRDER TRU55 BEARINGS ON FRAMED WALLS PROVIDE DOUBLE STUDS AND AT TRIPPLE
GIRDER BEARINGS PROVIDE TRIPPLE 5TUD5, FASTEN STUDS TOGETHER W/ I Od @ G" O.C. MIN..
NOTE: EXTERIOK WALLS ARE LOAD BEARING. NO INTEKIOK WALLS ARE LOAD BEARING.
ROOF FRAMING PLAN
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2x6 SYP#2
9/26/2018 10:09:23 PM
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DOUBLE 2x6 SYP#2
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WOOD HEADER REFER
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WINDOW REFER TO DETAILS
AND MANUFACTURES
2x6 SYP#2 @ 16" O.C.
INSTALLATION SPECIFICATIONS
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