HomeMy WebLinkAbout412 San Carlos Ave 11-1823IC:F,IV D
JUN 30 2011
F D BY-
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: f l .' J 2� a J Dowmented Construction Value: $ 8
Job Address: 41 L An ' ( on - VP-- Historic District: Yes ❑ No El
ID: q ' 1 -51 LF -61 Zoning: ,
Description of Work:
t .
Plan Review Contact Person: I US ,�T,,itle: PCW )+
Phone -35 ';:7 G�7(�� 75�� E-mail: I(rl-n d-SPLl
Property Owner Information V �j�
�� G
Name9,0)9t(-� 1 1� Phone:
�'b &([os A
Street: 11 Resident of property?
City, State Zip ✓i: �JZ-� ,
aft
Contractor Information
R _
NameyV�2s ` i'Lf -,fiOCan Phone: 1§A
Stree�Q 1226Y `7 t 1 193 Fax: J62--19LP111 c�.
City, State Zip: C() --r)& FU ��i� State License No.: CC, Cit0g 17
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip:
Bonding Company:
Address:
Building Permit *
Square Footage:
No. of Dwelling Units:
Electrical ❑
New Service - No. of AMPS:
E -mail:
Mortgage Lender:
Address:
PERMIT INFORMATION
Construction Type:
Flood Zone:
Mechanical ❑ (Duct layout required for new systems)
No. of Stories:
Plumbing ❑
New Construction - No. of Fixtures:
Fire Sprinkler/Alarm ❑ No. of heads:
WINDOW 13CHEDULE
NOTES:
1) WINDOW SIZES BASED ON GENERAL ALUMINUM COMPANY OF TEXAS,
L P.
2) FRAME MODULAR WINDOWS TO BE SERIES 1900SH OR 19-1051-1 WITH
LOUD -E GLA55 OR EQUAL
3) COMMODITY WINDOWS TO BE SERIES 155OSH OR 15105H WITH LOUD -E
GLASS OR EaUAL
4) REFER TO ELEVATIONS FOR MUNTIN PATTERN AND HEAD HEIGHT.
ALL MUNTIN PATTERNS TO BE INSIDE WINDOW PANE.
5) REFER TO BUILDERS WINDOW MANUFACTURER FOR SP CIFGC
DE
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2050 SH
FRAME
SINGLE HUNG
24'
11
244"
604
10.00
NO
G
W21
IH4 SH
5LCCI<
SINGLE HUNG
262"
5OJ'
2-14'
50
9.32
NO
2'-8"
W22
1HS5H
5LOC<
SINGLE HUNG
262"
63"
214'
634'
1159
NO
14'
W23
IH6 SH
5LOCI<
SINGLE HUNG
26�"
12"
214'
12"
13.25
NO
45 MIN.
W25
2438 5H
FRAME
SINGLE HUNG
28'
44'
284"
444"
8.56
NO
W26
2444 SH
FRAME
SINGLE HUNG
28'
5,2'
284"
524"
10.11
NO
IE
W2l
2450 SH
FRAME
SINGLE HUNG
28'
60"
284"
604
11.61
NO
6'-8'
W51
24 SH
E3LOCI<
SINGLE HUNG
31"
50
314"
509'
13.01
NO
W52
25 SH
5LOCK
SINGLE HUNG
31"
63"
314"
63'
16.19
YES
W53
26 SH
5LOcl<
SINGLE HUNG
31"
12"
314"
12"
18.50
YES
W54
2440 SH
FRAME
SINGLE HUNG
21"
41"
214'
414'
08.81
NO
2'-4"
UJ55
3040 SH
FRAME
SINGLE HUNG
36'
48'
364"
484"
1200
NO
13g'
W57
3050 5H
FRAME
SINGLE HUNG
36'
60"
311
(004
15.00
YES
W58
3060 SH
FRAME
SINGLE HUNG
36'
-12"
364"
124'
I8.0O
YES
INTERIOR DOOR 8' CLG. TYP,
W91
48x59 SH
E3LOC1<
SINGLE HUNG
48"
509'4&J'
E,09'
16.88
NO
O
W92
48x63 SH
E3LOCI<
SINGLE HUNG
48"
63"
484'
63'
21.00
YES
8'-O'
W93
40x12 SH
E3LOC<
SINGLE HUNG
48"
12'
484'
12"
24.0
YES
1095
4040 SH
FRAME
SINGLE HUNG
48"
48'
484'
484"
16.00
NO
W91
4050 5H
FRAME
SINGLE HUNG
48"
60"
484'
604
20.0
YES
1
SPECIALTY WINDOWS IF APPLICABLE (5EE MODEL ELEVATION)
DOOR &C1 4EDULE
NOTES:
1) REFER TO BUILDERS DOOR MANUFACTURER FOR SPECIFIC DETAILS
2) REFER TO ELEVATIONS TO DETERMINE EXTERIOR DOOR STYLE 4
EXTENT OF GLAZING
3) ALL DOORS ACCESSING ATTICS TO HAVE WEATHER STRIPPING
4) ALL INTERIOR DOORS ARE HOLLOW CORE PER BUILDERS
SPECIFICATIONS UNLESS NOTED OTHERWISE ON FLOOR PLAN AS
FRENCH DOOR, LOUVERED DOOR OR OTHER
13 SF
GARAGE AERA
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2142 SF
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TO EXISTIN�
1
1
0
2'-8"
6'-8'
14
R4
B LABEL
YES
FOR 1 HR RATED WALLS
IA
2'-8"
8'-0'
14'
R4
1
1 L OFF I C
1 DOO
IB
3'-0"
6'-8'
14'
R4
45 MIN.
YES
FOR I HR RATED WALLS
1C
3'-0"
6'-8"
14'
R4
1
1
1D
3'-0"
8'-0'
14'
R4
®®® ®o ®. _ ®. ®....
TEMP GLA55 FRENCH IS LT
IE
3'-0"
8'-0'
1 4°
R4
45 MIN,
YES
FOR I HR RATED WALLS
1
®
2'-8"
6'-8'
1 3g'
OPENER
INTERIOR DOOR S' CLG. TYP.
1 D
2'-8"
8'-0'
1 3g'
1
INTERIOR DOOR V CLG, TYP.
O
2'-6"
6'-8'
1 3g'
INTERIOR DOOR 8' CLG. TYP,
2'-6"
8'-0'
13g'
INTERIOR DOOR 9' CLG. TYP.
®
2'-4"
6'-8'
13g'
1
INTERIOR DOOR 8' CLG. TYP,
DRYWALL ON ALL WALLS AND
2'-4"
8'-0'
13g'
INTERIOR DOOR 9' CLG, TYP,
CEILING
O
2'-0'
6'-8'
13g'
INTERIOR DOOR 8' CLG. TYP,
1
2'-0'
8'-O'
13g'
INTERIOR DOOR 9' CLG, TYP,
1
O
2'-2"
6'-8'
1 8°
INTERIOR DOOR 8' CLG. TYP,
i
2'-2"
8'-0'
I
1
INTERIOR DOOR 9' CLG. TYP.
O
1'-6'
6'-S'
I
1
INTERIOR DOOR 8' CLG. TYP.
1'-6'
8'-O'
13g'
1
INTERIOR DOOR 9' CLG. TYP.
�
1
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SANFORD BUILDING DIVISION
THESE PLANS ARE REVIEWED AND CONDITIONALLY
ACCEPTED FOR PERMIT. A ISSUED PERMIT SHALL BE,
DEEMED PERMISSION TO PROCEED WITH THE WORK
AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER
OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE
BUILDING DIVISION FROM THEREAFTER REQUIRING A
CORRECTION OF ERRORS ON THE PLANS; CONSTRUCTION
OR OTHER VIOLATIONS OF THE CODE,
DATE; �-
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coALES OFFICE DEMOLITIOT�
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ELEV. 'B'
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698 SF
I
1001 SF
TOTAL A/C AREA
1699 SF
COVERED PORCH AREA
13 SF
GARAGE AERA
_
I_......... _.ate
2142 SF
....
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ELECTRICAL AND ALL
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PROVIDE
LINES FOR TEMPORARY
HVAC UNIT
71N5TALL-
5/8"TYPE "x'
1
1
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1
DRYWALL
- - _ __JUNDER
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1 III I
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1 REMOVE WALLS AND ALLI I I r
HOOK UIELEC.
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1 BUILT IN DISPLAYS III I 11
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TO EXISTIN�
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OUTLET FOR
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coALES OFFICE DEMOLITIOT�
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2' - 4'
2' -
ARE-A OF WOFI<
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t-
GONSTRUCTION NOTES (Unless Otherwise Noted)
UNLESS NOTED OTHERWISE (UN.OJ ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14' DEEP
ADHERE TO THESE PLANS AND SPECIFICATIONS ANP TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CLG
ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 4 5 SHELVES FOR J' CEILING
STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS,
MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS
AND ALL OTHER APPLICABLE CODES AND AUTHORITIES RANGE HOOD VENT (FBG-MI503)
HAVING JURISDICTION OVER CONSTRUCTION OF THESE 15 RANGE HOOD VENTED TO EXTERIOR AND
UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS EQUIPPED WITH BACK DRAFT DAMPER
MINIMUM SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING
APPLINCE SHALL COMPLY WITH UL923
FRAME WALL CONSTRUCTION (2x4)
OI R CEMENTITIOU5 FINISH 16 SUBFLOOAND FLOOR TRUSSES
FINISHED TEXTURED COATING PER O 3/4' T4G SUB -FLOOR ON PRE-ENGINEERED
BUILDERS SPECIFICATION OVER 1/8' FLOOR TRUSSES BY REGISTERED TRUSS
THICK PRIMED 3 COAT CEMENTITIOUS MANUFACTURER (SEE STRUCTURAL
APPLICATION OVER GALV, METAL LATH ENGINEERS NAILING SCHEDULE) PROVIDE
w/ WATER RE515TANT BARRIER PER ASTM DRAFT STOPPING EVERY 1000 SF. BRACING
C 1063 4 APPROVED HOUSE WRAP, 1/I6' IN ACCORDANCE WITH TPI/WTCA 15C51. (1/49
OSB EXTERIOR SHEATHING, 2x4 STUDS m PANEL TYPE UNDERLAY UNDER RESILIENT
16' O.G. TO 10'-0' MAX. HEIGHT (SEE AND WOOD FLOORING
STRUCTURAL ENGINEERS SPECIFICATIONS)
R13 BATT INSULATION, 1/2' INTERIOR 11 EXPOSED BUILDING FACE O
DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE
RESISTANCE RATING OF I HOUR WHERE
LIMITING DISTANCE IS LESS THAN 3'-0'
CONCRETE BLOCK CONSTRUCTION -
OCEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL
FINISHED TEXTURE COATING PER 18 GROUND FLOOR PARTY WALL FROM TOP OF u
BUILDERS SPECIFICATIONS OVER 1/2' SLAB UP TO 9'-4' AFF TO BE 2 HR RATED
THICK PRIMED 3 COAT CEMENTITIOUS PER UL ASSEMBLY U905. FBG TABLE V)
APPLICATION, 8' NOM. CONCRETE BLOCK "120.1(2) ITEM s'3-13 ALSO APPLY WITH -1213.1 1 R I
WALL REINFORCED PER STRUCTURAL FOR EQUIVALENT THICKNESS. CONTRACTOR
ENGINEERS SPECIFICATIONS TIED TO TO VERIFY THAT DELIVERED BLOCK HAS
CONTINUOUS BOND BEAM AT TOP OF CORRECT RATING. PARTY WALL TO HAVE I
WALL. 1x2 PRESSURE TREATED 1/2' P.T. STRAPPING g 24' O.G.
STRAPPING AT 24' O.C. T -NAILED INTO
BLOCK. FI -FOIL AA -2 VAPOR SHIELD 2 HOUR SHAFT LINER SYSTEM PARTY WALL
REFLECTIVE INSULATION (R-4.1),1/2' 19 SECOND FLOOR PARTY WALL TO BE 2 HR
INTERIOR DRYWALL FINISH, TOTAL RATED CONTINUOUS FROM TOP OF MASONRY
R -VALUE = lR-8.61) FIRE WALL BELOW, TO UNDERSIDE OF ROOF
SHEATHING. SHAFT LINER ASSEMBLY PER UL
OINTERIOR STUD PARTITIONS U313 AND INSTALLED PER MANUFACTURERS
BEARING PARTITIONS 2x4 5PF02 a 16' O.C. SPEC.
FOR 2 STORIES TO 10'-0' MAX HEIGHT.
PROVIDE 2x4 5FF"2 BOTTOM PLATE 4 20 ROOF CONSTRUCTION
2-2x4 5PF"2 TOP PLATES. 1/2' INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER
DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15" FELT PAPER OVER EXT.
NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ 'H' CLIPS. APPROVED
SFFN2 OR 2x6 SPFN2 e 24' O.G. PRE-ENGINEERED ROOF TRUSSES BY TRUSS
MANUFACTURER AT 24' O.G. PRE -FINISHED ALUMINUM u
OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE;
PROVIDE MIN. R -I1 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. 1
FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION'S
UNCONDITIONED SPACES APPROVED VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE ''+ Lij dt
HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT SAVE AND HALF O
WITH OFF -RIDGE VENTS (01HAGIN5, INC. OR EQUAL) AS��i �lal0� t�di 0- r_1ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION
OPROVIDE R38 BATT/ BLOWN INSULATION 4�1°� � d
AND 1/2' INTERIOR DRYWALL FINISH ON a, �,��ve®e d'
CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS a 4 9s "�e ® s,,, c w O
WITH TILE TO BE CEMENT TILE BACKER BOARD PER b. n�
OF5C2001 8102.42 ig ..��sG?`� < Z
INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES:
1113 V
IJ STRINGERS SHALL BE 2x12 5PF02 (P.T. AT 1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING.SIEb"�' "� y <
BASE) EQUALLY SPACED 4 ANCHORED TO (F5C-R310)� Q
�9�
l',o
2x8 HEADER 4 P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW Q
-
STRUCTURAL ENGINEERS SPECS. REQUIRED IN EVERY SLEEPING ROOM ��
MINIMUM AREA FOR GROUND FLOOR EMERGENCY ®�°'������ �` - O
ED
OWN AS REQUIRED GLUED ANDS SHALL BE 2XI2 SFF*2 NAILED MINIMUMESCAA1REA FOR NDOW = SECOND tFLOOR EMERGENCY J,.j �
ESCAPE WINDOW = 5.1 Sq. Ft. p!Jf l0�1,��
vv
3.) RISERS SHALL BE Ix8 5FM RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE
DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24'
MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE
4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20'
FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE
MIN. TREAD -.10' OPENING = 44' ABOVE FLOOR
MAX. NOSING = 1 1/4'
MAX. RISER = 1 3/4' 2) MINIMUM WINDOW SILL HEIGHT (F15C-8613.2) \`
MIN. HEADROOM 6'-8' FOR WINDOWS MORE THAN II ABOVE FINISHED "
MAX. VERTICAL RISE FOR = 12'-0' GRADE, THE LOWEST PART OF THE CLEAR OPENING TO
FLIGHT OF STAIRS THE WINDOW SILL OF AN OPERABLE WINDOW IS 24' OO
MIN. STAIR WIDTH = 3'-0' ABOVE FINISHED FLOOR FOR WINDOWS
MIN. CLEAR STAIR WIDTH 311/2' w Z
FOR WINDER STAIRS
MIN. WINDER TREAD MEASURED= 10' 3•) FLASHING SEALANTS AND WEATHERSTRIPPING ^0 1`
12' FROM INSIDE EDGE (FBC-86122) a . co Z E-+ rl
MIN. WINDER READ MEASURED = 6' INSTALL APPROVED CORROSION RE5I5TANT FLASHING \ W (J) m
AT ANY POINT AT ALL EXTERIOR DOORS 4 WINDOWS TO EXTEND TOJ E- z
THE 5UI;Z E OF THE EXTERIOR WALL FINISH OR WATER J' Q' O
RESISTIVE BARRIER WINDOWS SHALL BE SEALED WITH e +4
MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 O E-4 Q 00
HAND RAIL - FBC 2010 8311.1.1 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR L O c N �} � MIN. STAIR HANDRAIL HEIGHT 34' AAMA CLASS 800 OR 812. RECOMMEND SIKA 201.
1 MAX. STAIR HANDRAIL HEIGHT - JUNCTURE BETWEEN EXTERIOR PLASTER AND a M Z
38' FENESTRATION PRODUCTS 70 BE SEALED WITH A
MIN. INTERIOR GUARD HEIGHT = SEALANT COMPLYING WITH F5C2001 8613.8,1 x O
36' U Z E- ':� cn .�
MIN. EXTERIOR GUARD HEIGHT =
36' 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING pq W
FINISHED RAILING WITH PICKETS SPACED SIZE (FBC- 0- �'
8612.12.2)
MAXIMUM 4' BETWEEN PICKETS. MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE o � L, O O
HANDRAILS TO MEET REQUIREMENTS FOR FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM W L O
Q TYPE II RAILS FBC 8311.1.1.3 FOR GRIP OF 1/4' IN WIDTH J U) ,
SPECIFICATIONS. HANDRAILS TO MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS �J E..� w'; -I
TERMINATE TO WALL OR NEWEL POST PER 5.) SECTION 402 COMPLIANCE - O W C\2
FBC 8311.1.12 CONTINUITY TOTAL WINDOW AREA SHALL NOT EXCEED LI OF F-
tD WALLS BACKING ONTO ATTIC TOTAL FLOOR AREA (2010 FBG ENERGY CODE 402.12.3) CD
W O WALLS WHICH SEPARATE CONDITIONED MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC
Q LIVING SPACE FROM UNCONDITIONED ATTIC ENERGY CODE TABLE 402.1.1 VALUES OR AS
_9 SPACE SHALL BE INSULATED WITH R-19 CONTAINED IN THE ENERGY GAUGE USA/FLA/RES LLJ
BATT INSULATION. INCLUDES VAULTED COMPUTER PROGRAM LSI
CEILING, SKYLIGHT, RAISED COFFERED WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE
CEILING. THE NRC LABEL PROVIDING U -VALUE 4 5HGG TO
OWALL 4 CEILING BETWEEN GARAGE AND REMAIN ON THE WINDOW UNTIL FINAL ENERGY Q
9 INSPECTION. LIVING SPACE v
5/8' TYPE 'X' DRYWALL ON CEILING OF
GARAGE WITH LIVING SPACE ABOVE 4 1/2'
DRYWALL ON WALL BETWEEN LIVING SPACE
AND GARAGE MIN. R -II IN WALLS AND
FLOORS w/ CONDITIONED SPACE ABOVE.
TAPE AND SEAL 4 STRUCTURALLY SUPPORT
ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION 4 AREA NOTES
TIGHT. sEAL ALL PENETRATIONS PER 2010
FBC R302.11 (4) - FOR G.M.U. UALL6, ALL DIMENSIONS �-
ARE MEASURED FROM FACE OF
CONCRETE 1'1A60NRY UNIT. (1EXCL UDE6
T+ DOOR FROM GARAGE TO HOUSE 1111111116 TR,41 INC CU/ DRYU/ALL AND O
10 DOOR AND FRAME TO BE GAS PROOFED. EXTERIOR FIN161-1 FOR 6/4DING OR _j m
DOOR TO BE EQUIPPED WITH SELF CLOSING CEI IENTITIOUS FIN161-1
DEVICE AND WEATHERSTRIPPING. - FOR EXTERIOR 6TUD UUALL6, ALL
OII PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM L
(WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF 5 71U TO OUTSIDE
RISE 1 3/4' MINIMUM TREAD 10' FACE G>c EXTERIOR SHEATHING z
(EXCLUDES 7/8' GEMENTITIOUS FINISI-J ® O
CLOTHES DRYER VENT (FSC -1'11502) OR 6/DING') _ -
12 DRYER EXHAUST VENTED TO EXTERIOR MIN. I -
IO' -O' FROM A/C CONDENSER MIN. 36' FROM - FOR INTERIOR 671UD WALL 6, ALL
ANY OPENING 4 EQUIPPED WITH BACKDIMEN6/ON6 ARE MEA6URFD FROM
DRAFT DAMPER MAX. 25' DUCT LENGTH, 45• FACE OF STUD TO FACE OF 6TUD.
BEND = 2.5', 4 90• BEND = 5' > ALJ
- SQUARE FOOTAGE CAL CUL ATIONS L>_I O J
ATTIC ACCESS (FBC-8801) ARE MEASURED TO EXTERIOR LLi
13 ATTIC ACCESS HATCH 22'x30' WITH WEATHER SURFACE OF CEMFNTITIOUS FINISH, O
IN
21'-0' + STRIPPING INTO ANY ATTIC EXCEEDING 30 MASONRY VENEER, OR 6/1 (PER
S.F. X 30' VERT. HEIGHT. ALLOW 30' EL EVATIONJ A5 OUTLINED IN AMERICAN
`! HEADROOM IN ATTIC AT HATCH LOCATION. I 0
(R-30) RIGID INSULATION BACKING. NATIONAL STANDARDS IN5TITUTF INC.
C"'Iff, 0� 0 �DREE C ��li!111illll MR,
1/4" = 1'-V
A 0ALL s t`t'Gkl CA 141 -TA _'t>
�^i��,9•!
b� G/- ►�p_%u� 9r� l9i"� 't>oDp_ .
(AN6/ 2765-2003,)
AREA CALCULATIONS (ANSI)
ELEV. 'B'
I
698 SF
I
1001 SF
TOTAL A/C AREA
1699 SF
COVERED PORCH AREA
13 SF
GARAGE AERA
_
I_......... _.ate
2142 SF
....
1 J
...
TORAGE
i
1
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1
I
CEILING I
1
PROVIDE
71N5TALL-
5/8"TYPE "x'
1
1
ANDI_
DRYWALL
- - _ __JUNDER
1
1
1
HOOK UIELEC.
STAIRS
1
1
WATER H ATER
1
1
TO EXISTIN�
1
1
LINES
1
1
�
1
1
1
1
\
1
1
�
1
1
OUTLET FOR
1
1 r-lv
GARAGE DOOR
1
OPENER
1
1 D
1
REPAIR, PATCH, TAPE AND FINISH
1
DRYWALL ON ALL WALLS AND
1
1
CEILING
1
1
1
1
1G
1
1
1
i
1
1
1
EXISTING 16 -OX 1-0 O.H. DOOR
1
�
1
3
1
2
1
2' - 4'
2' -
ARE-A OF WOFI<
IBJ ,
t-
GONSTRUCTION NOTES (Unless Otherwise Noted)
UNLESS NOTED OTHERWISE (UN.OJ ALL CONSTRUCTION TO LINEN CLOSET OR PANTRY w/ MIN. 14' DEEP
ADHERE TO THESE PLANS AND SPECIFICATIONS ANP TO 14 SHELVES, PROVIDE 4 SHELVES FOR 8' CLG
ADHERE TO THE 2010 FBCR CODE AND AMENDMENTS, 4 5 SHELVES FOR J' CEILING
STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATIONS,
MECHANICAL ENGINEERS DRAWINGS AND SPECIFICATIONS
AND ALL OTHER APPLICABLE CODES AND AUTHORITIES RANGE HOOD VENT (FBG-MI503)
HAVING JURISDICTION OVER CONSTRUCTION OF THESE 15 RANGE HOOD VENTED TO EXTERIOR AND
UNITS. THESE REQUIREMENTS ARE TO BE TAKEN AS EQUIPPED WITH BACK DRAFT DAMPER
MINIMUM SPECIFICATIONS MICROWAVES LOCATED ABOVE A COOKING
APPLINCE SHALL COMPLY WITH UL923
FRAME WALL CONSTRUCTION (2x4)
OI R CEMENTITIOU5 FINISH 16 SUBFLOOAND FLOOR TRUSSES
FINISHED TEXTURED COATING PER O 3/4' T4G SUB -FLOOR ON PRE-ENGINEERED
BUILDERS SPECIFICATION OVER 1/8' FLOOR TRUSSES BY REGISTERED TRUSS
THICK PRIMED 3 COAT CEMENTITIOUS MANUFACTURER (SEE STRUCTURAL
APPLICATION OVER GALV, METAL LATH ENGINEERS NAILING SCHEDULE) PROVIDE
w/ WATER RE515TANT BARRIER PER ASTM DRAFT STOPPING EVERY 1000 SF. BRACING
C 1063 4 APPROVED HOUSE WRAP, 1/I6' IN ACCORDANCE WITH TPI/WTCA 15C51. (1/49
OSB EXTERIOR SHEATHING, 2x4 STUDS m PANEL TYPE UNDERLAY UNDER RESILIENT
16' O.G. TO 10'-0' MAX. HEIGHT (SEE AND WOOD FLOORING
STRUCTURAL ENGINEERS SPECIFICATIONS)
R13 BATT INSULATION, 1/2' INTERIOR 11 EXPOSED BUILDING FACE O
DRYWALL FINISH. EXTERIOR WALLS TO HAVE A FIRE
RESISTANCE RATING OF I HOUR WHERE
LIMITING DISTANCE IS LESS THAN 3'-0'
CONCRETE BLOCK CONSTRUCTION -
OCEMENTITIOUS FINISH 2 HOUR MASONRY PARTY WALL
FINISHED TEXTURE COATING PER 18 GROUND FLOOR PARTY WALL FROM TOP OF u
BUILDERS SPECIFICATIONS OVER 1/2' SLAB UP TO 9'-4' AFF TO BE 2 HR RATED
THICK PRIMED 3 COAT CEMENTITIOUS PER UL ASSEMBLY U905. FBG TABLE V)
APPLICATION, 8' NOM. CONCRETE BLOCK "120.1(2) ITEM s'3-13 ALSO APPLY WITH -1213.1 1 R I
WALL REINFORCED PER STRUCTURAL FOR EQUIVALENT THICKNESS. CONTRACTOR
ENGINEERS SPECIFICATIONS TIED TO TO VERIFY THAT DELIVERED BLOCK HAS
CONTINUOUS BOND BEAM AT TOP OF CORRECT RATING. PARTY WALL TO HAVE I
WALL. 1x2 PRESSURE TREATED 1/2' P.T. STRAPPING g 24' O.G.
STRAPPING AT 24' O.C. T -NAILED INTO
BLOCK. FI -FOIL AA -2 VAPOR SHIELD 2 HOUR SHAFT LINER SYSTEM PARTY WALL
REFLECTIVE INSULATION (R-4.1),1/2' 19 SECOND FLOOR PARTY WALL TO BE 2 HR
INTERIOR DRYWALL FINISH, TOTAL RATED CONTINUOUS FROM TOP OF MASONRY
R -VALUE = lR-8.61) FIRE WALL BELOW, TO UNDERSIDE OF ROOF
SHEATHING. SHAFT LINER ASSEMBLY PER UL
OINTERIOR STUD PARTITIONS U313 AND INSTALLED PER MANUFACTURERS
BEARING PARTITIONS 2x4 5PF02 a 16' O.C. SPEC.
FOR 2 STORIES TO 10'-0' MAX HEIGHT.
PROVIDE 2x4 5FF"2 BOTTOM PLATE 4 20 ROOF CONSTRUCTION
2-2x4 5PF"2 TOP PLATES. 1/2' INTERIOR ROOF COVERING AS SPECIFIED INSTALLED PER
DRYWALL BOTH SIDES OF STUDS. MANUFACTURERS SPECS. 15" FELT PAPER OVER EXT.
NON-BEARING PARTITIONS TO BE 2x4 GRADE ROOF SHEATHING W/ 'H' CLIPS. APPROVED
SFFN2 OR 2x6 SPFN2 e 24' O.G. PRE-ENGINEERED ROOF TRUSSES BY TRUSS
MANUFACTURER AT 24' O.G. PRE -FINISHED ALUMINUM u
OEXPOSED FLOOR TO EXTERIOR FASCIA AND VENTED SOFFIT (EXCEPT WHERE FIRE;
PROVIDE MIN. R -I1 BATT INSULATION IN PROTECTED) OVER SUBFASCIA. 1
FLOORS BETWEEN CONDITIONED AND ROOF VENTILATION'S
UNCONDITIONED SPACES APPROVED VENT ROOF PER 2010 FBCR REQUIREMENTS. PROVIDE ''+ Lij dt
HOUSE WRAP, FINISHED SOFFIT HALF OF REQUIRED VENTILATION AT SAVE AND HALF O
WITH OFF -RIDGE VENTS (01HAGIN5, INC. OR EQUAL) AS��i �lal0� t�di 0- r_1ATTIC OVER LIVING SPACE REQUIRED BY CALAULATION
OPROVIDE R38 BATT/ BLOWN INSULATION 4�1°� � d
AND 1/2' INTERIOR DRYWALL FINISH ON a, �,��ve®e d'
CEILING 21 ALL WALLS IN TUB AND SHOWER SURROUND AREAS a 4 9s "�e ® s,,, c w O
WITH TILE TO BE CEMENT TILE BACKER BOARD PER b. n�
OF5C2001 8102.42 ig ..��sG?`� < Z
INTERIOR STAIRS -SITE BUILT FBC 2010 WINDOW GENERAL NOTES:
1113 V
IJ STRINGERS SHALL BE 2x12 5PF02 (P.T. AT 1) MINIMUM EMERGENCY ESCAPE WINDOW OPENING.SIEb"�' "� y <
BASE) EQUALLY SPACED 4 ANCHORED TO (F5C-R310)� Q
�9�
l',o
2x8 HEADER 4 P.T. 2x4 PLATE PER MINIMUM OF ONE EMERGENCY ESCAPE WINDOW Q
-
STRUCTURAL ENGINEERS SPECS. REQUIRED IN EVERY SLEEPING ROOM ��
MINIMUM AREA FOR GROUND FLOOR EMERGENCY ®�°'������ �` - O
ED
OWN AS REQUIRED GLUED ANDS SHALL BE 2XI2 SFF*2 NAILED MINIMUMESCAA1REA FOR NDOW = SECOND tFLOOR EMERGENCY J,.j �
ESCAPE WINDOW = 5.1 Sq. Ft. p!Jf l0�1,��
vv
3.) RISERS SHALL BE Ix8 5FM RIPPED MINIMUM HEIGHT DIMENSION FOR EMERGENCY ESCAPE
DOWN AS REQUIRED GLUED AND NAILED. OPENING = 24'
MINIMUM WIDTH DIMENSION FOR EMERGENCY ESCAPE
4.) STAIR DIMENSIONS SHALL BE AS OPENING = 20'
FOLLOWS MAXIMUM SILL HEIGHT FOR EMERGENCY ESCAPE
MIN. TREAD -.10' OPENING = 44' ABOVE FLOOR
MAX. NOSING = 1 1/4'
MAX. RISER = 1 3/4' 2) MINIMUM WINDOW SILL HEIGHT (F15C-8613.2) \`
MIN. HEADROOM 6'-8' FOR WINDOWS MORE THAN II ABOVE FINISHED "
MAX. VERTICAL RISE FOR = 12'-0' GRADE, THE LOWEST PART OF THE CLEAR OPENING TO
FLIGHT OF STAIRS THE WINDOW SILL OF AN OPERABLE WINDOW IS 24' OO
MIN. STAIR WIDTH = 3'-0' ABOVE FINISHED FLOOR FOR WINDOWS
MIN. CLEAR STAIR WIDTH 311/2' w Z
FOR WINDER STAIRS
MIN. WINDER TREAD MEASURED= 10' 3•) FLASHING SEALANTS AND WEATHERSTRIPPING ^0 1`
12' FROM INSIDE EDGE (FBC-86122) a . co Z E-+ rl
MIN. WINDER READ MEASURED = 6' INSTALL APPROVED CORROSION RE5I5TANT FLASHING \ W (J) m
AT ANY POINT AT ALL EXTERIOR DOORS 4 WINDOWS TO EXTEND TOJ E- z
THE 5UI;Z E OF THE EXTERIOR WALL FINISH OR WATER J' Q' O
RESISTIVE BARRIER WINDOWS SHALL BE SEALED WITH e +4
MINIMUM QUALITY OF CAULKING TO BE ASTM Spec 920 O E-4 Q 00
HAND RAIL - FBC 2010 8311.1.1 OR 1281 WITH TESTING AND PERFORMANCE CLASS 25 OR L O c N �} � MIN. STAIR HANDRAIL HEIGHT 34' AAMA CLASS 800 OR 812. RECOMMEND SIKA 201.
1 MAX. STAIR HANDRAIL HEIGHT - JUNCTURE BETWEEN EXTERIOR PLASTER AND a M Z
38' FENESTRATION PRODUCTS 70 BE SEALED WITH A
MIN. INTERIOR GUARD HEIGHT = SEALANT COMPLYING WITH F5C2001 8613.8,1 x O
36' U Z E- ':� cn .�
MIN. EXTERIOR GUARD HEIGHT =
36' 4.) MAXIMUM TOLERANCE FOR MASONRY ROUGH OPENING pq W
FINISHED RAILING WITH PICKETS SPACED SIZE (FBC- 0- �'
8612.12.2)
MAXIMUM 4' BETWEEN PICKETS. MASONRY ROUGH OPENING DIMENSION SHALL PROVIDE o � L, O O
HANDRAILS TO MEET REQUIREMENTS FOR FOR A WINDOW PERIMETER SEALANT JOINT A MAXIMUM W L O
Q TYPE II RAILS FBC 8311.1.1.3 FOR GRIP OF 1/4' IN WIDTH J U) ,
SPECIFICATIONS. HANDRAILS TO MINIMUM ENERGY CODE REQUIREMENTS FOR WINDOWS �J E..� w'; -I
TERMINATE TO WALL OR NEWEL POST PER 5.) SECTION 402 COMPLIANCE - O W C\2
FBC 8311.1.12 CONTINUITY TOTAL WINDOW AREA SHALL NOT EXCEED LI OF F-
tD WALLS BACKING ONTO ATTIC TOTAL FLOOR AREA (2010 FBG ENERGY CODE 402.12.3) CD
W O WALLS WHICH SEPARATE CONDITIONED MINIMUM WINDOW VALUES SHALL COMPLY WITH 2010 FBC
Q LIVING SPACE FROM UNCONDITIONED ATTIC ENERGY CODE TABLE 402.1.1 VALUES OR AS
_9 SPACE SHALL BE INSULATED WITH R-19 CONTAINED IN THE ENERGY GAUGE USA/FLA/RES LLJ
BATT INSULATION. INCLUDES VAULTED COMPUTER PROGRAM LSI
CEILING, SKYLIGHT, RAISED COFFERED WINDOWS WITH CERTIFIED PERFORMANCE SHALL HAVE
CEILING. THE NRC LABEL PROVIDING U -VALUE 4 5HGG TO
OWALL 4 CEILING BETWEEN GARAGE AND REMAIN ON THE WINDOW UNTIL FINAL ENERGY Q
9 INSPECTION. LIVING SPACE v
5/8' TYPE 'X' DRYWALL ON CEILING OF
GARAGE WITH LIVING SPACE ABOVE 4 1/2'
DRYWALL ON WALL BETWEEN LIVING SPACE
AND GARAGE MIN. R -II IN WALLS AND
FLOORS w/ CONDITIONED SPACE ABOVE.
TAPE AND SEAL 4 STRUCTURALLY SUPPORT
ALL JOINTS IN ORDER TO BE GAS AND FUME DIMENSION 4 AREA NOTES
TIGHT. sEAL ALL PENETRATIONS PER 2010
FBC R302.11 (4) - FOR G.M.U. UALL6, ALL DIMENSIONS �-
ARE MEASURED FROM FACE OF
CONCRETE 1'1A60NRY UNIT. (1EXCL UDE6
T+ DOOR FROM GARAGE TO HOUSE 1111111116 TR,41 INC CU/ DRYU/ALL AND O
10 DOOR AND FRAME TO BE GAS PROOFED. EXTERIOR FIN161-1 FOR 6/4DING OR _j m
DOOR TO BE EQUIPPED WITH SELF CLOSING CEI IENTITIOUS FIN161-1
DEVICE AND WEATHERSTRIPPING. - FOR EXTERIOR 6TUD UUALL6, ALL
OII PRECAST CONCRETE STEP OR WOOD STEP DIMENSIONS ARE MEASURED FROM L
(WHERE NOT EXPOSED TO WEATHER) MAX. INSIDE FACE OF 5 71U TO OUTSIDE
RISE 1 3/4' MINIMUM TREAD 10' FACE G>c EXTERIOR SHEATHING z
(EXCLUDES 7/8' GEMENTITIOUS FINISI-J ® O
CLOTHES DRYER VENT (FSC -1'11502) OR 6/DING') _ -
12 DRYER EXHAUST VENTED TO EXTERIOR MIN. I -
IO' -O' FROM A/C CONDENSER MIN. 36' FROM - FOR INTERIOR 671UD WALL 6, ALL
ANY OPENING 4 EQUIPPED WITH BACKDIMEN6/ON6 ARE MEA6URFD FROM
DRAFT DAMPER MAX. 25' DUCT LENGTH, 45• FACE OF STUD TO FACE OF 6TUD.
BEND = 2.5', 4 90• BEND = 5' > ALJ
- SQUARE FOOTAGE CAL CUL ATIONS L>_I O J
ATTIC ACCESS (FBC-8801) ARE MEASURED TO EXTERIOR LLi
13 ATTIC ACCESS HATCH 22'x30' WITH WEATHER SURFACE OF CEMFNTITIOUS FINISH, O
IN
21'-0' + STRIPPING INTO ANY ATTIC EXCEEDING 30 MASONRY VENEER, OR 6/1 (PER
S.F. X 30' VERT. HEIGHT. ALLOW 30' EL EVATIONJ A5 OUTLINED IN AMERICAN
`! HEADROOM IN ATTIC AT HATCH LOCATION. I 0
(R-30) RIGID INSULATION BACKING. NATIONAL STANDARDS IN5TITUTF INC.
C"'Iff, 0� 0 �DREE C ��li!111illll MR,
1/4" = 1'-V
A 0ALL s t`t'Gkl CA 141 -TA _'t>
�^i��,9•!
b� G/- ►�p_%u� 9r� l9i"� 't>oDp_ .
(AN6/ 2765-2003,)
AREA CALCULATIONS (ANSI)
ELEV. 'B'
FIRST FLOOR AREA
698 SF
SECOND FLOOR AREA
1001 SF
TOTAL A/C AREA
1699 SF
COVERED PORCH AREA
13 SF
GARAGE AERA
430 SF
TOTAL AREA UNDER ROOF
2142 SF
i -i Q Li
J Ln
L'i Q � o
I®
[):� Q O
CL:2_�
DESIGN DRAWN
QUADRA AT/TJF
CHECKEDTJF
DWG.No.
JOB No. 905/117
SCALE AS NOTED
DATE 05/14/14
SHT OF