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GENERAL 5UILDING NOTATIONS: GENERAL INFORMATION: TG
- Construction Tape: Type VI
GENERAL FRAMING/LAYOUT NOTES:
(2001 FBG - Table 600)
L I
Unprotected, Unsprinklered 0
1) EXTERIOR WALLS: - 2x4 02 SYP UJ/1/16" 055 SHEATHING U-
- TYVEC OR EQUAL VAPOR BARRIER - euilding 15 LOCATED in wind-borne debris region .�
- 1/2" AIRSPACE W1 BRICK VENEER U
- 1/2" SHEETROCK W/ R-13 INSULATION - Structure Height 33'-2"
4 Stories: 2 Stories Qa
2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'5
SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND - Basic Wind Speed: 120 MPH (3-5econd) U
REQUIREMENTS AND 5'fANDARD5.
- GARAGE DOORS SERIES 280 - D,L, 25 PSI/T,L, 315 P51 - Wind Importance Factor: 1
- WINDOWS LESS THAN 18" AFF TO BE SAFETY GLASS Exposure Category: G f,
3) INTERIOR FRAMING 2X4 TYP,, 2X& AT PLUMBING AND BE,A'RING - Internal Pressure Coefficient: PER ENGINEERS SPECS
WALLS > 10' HT, FINISH 1/2" 5HEETROCK Q�
- SEE STRUCTURAL ENGINEERING SHEETS FOR ALL � � Lu
4) PLATES: COMPONENTS, SPECS, CLADDING, AND
Ist FLOOR ADDITION: 9' - 1-I/4" PL INSTALLATION REQUIREMENTS IN ACCORDANCE ,
FLOORING: 12 TJI FLOOR JOISTS W/ 3/4" TSG GDX WITH SECTION 1606- 2001 F,5,C,
SUEFLOOR Q
- 2nd FLOOR ADDITION: 8'-0-1/2" PL---> 18'-2" TOP PL
- GARAGE CEILING PL: g'-1-I/4" + 4" FLOOR DRC '�`IRERE'�` SQ '�' 1=00TAG ASSESSMENT: -6
- GARAGE ROOF MA114 PL: It-c3- -3/4" PL -0 � �
FRONT GARAGE PL: 15'-g-1/4" PLlst door: 25'10 5f (Existing: 2814 sf) .3 I
- DORMER PL: 19'-i-1/4" PL to
2nd door: 19(03 sf (Existing: 1165 SF) ._
_rrrrrr rrrrrr r_wrr__r__rrr rr
5) - MAIN ROOF PITCH: 10/12, OVERHANG 16" TYP. ..__rw-----------------------
REAR GARAGE 4 SIDE �� Cond. 5q. Ftg, : 4533 sf 0 �
PORCH ROOF: 6/12, OVERHANG AT 16 TYP,
Q)
ROOF RAFTERS/JOIST PER DESIGNS BY New Garage 51& sf
STRUCTURAL ENGINEER East, Lanai : taro sf
- ARCHITECTURAL SHINGLES TO MATCH
PER MANUF, SPECS Enitries: 110 Sf },- m 2
C: Cq
- "i/fro" CDX ROOF DECK UJ/ 015 FELT TYP. _ _rrrrrr___r_r_rrrrrrrw_w-_ _
F) FOUNDATION SET AT 3-4 C:OUR5ES ABOVE FOOTER CAP, Total lender Roof: 6,045 Sf
VERIFY AT SITE W1 CONTRACTOR AND CONDITIONS,
Q A
CONTRACTOR TO VERIFY SOIL 5UITA51LITY FOR CONSTFRUCTION
WITH OWNER'S ENGINEERING AND TESTING SPECS, � s
INDEX of DRAWINGS:
1) INSULATION AREAS TO INCLUDE:
`
- ALL EXTERIOR WALLSn
- ALL WALLS ADJACENT TO UNCONDITIONED SPACES ARCHITECTURAL Q QL i
- ALL PLUMBING WALLS
- ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS D-1 Existing 1st Floor
FILEfilo D-2 Existing 2nd Floor
8) HVAC BY OTHERS <<4(E]
A-I Site Plan
9) PLUMBING BY OTHERS A-2 1st Floor Plan
A-3 2nd Floor Pian
10) ALL STRUCTURAL ENGINEERING TO 5E CERTIFIED BY LIGENSED A-4 Front 4 Rear Elev.
ti
El
5 Side Elevations
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STRUCTURAL ENGINEER DR TRUSS MANUFACTURER, A-
A-& 1st Fl Electrical
4 2nd. Fl Electrical 4 "
STRUCTURAL _r
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5-1 Foundation Plan u- v
5-2 Floor Framing
w/ Shear Wall Plan
5-3 Roof Framing
S-4 2nd Floor Ceiling SWEET
Joist Layout
5-5 Engineering COVER
Notes and Details
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411-511 RBVts/Dn8
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- 1st Floor: 2514 sf
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2nd Floor: 11ro5 5f `
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5H 3060 — — _ _ _ _ — — _ _ _ _ r plain. Gond. Sc�, Ftp.: 3982 sf
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F N K ( � Ent r 55 5f
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GENERAL FRAMING/LAYOUT NOTES:
1) EXTERIOR WALLS: - 2x4 02 SYP W/1/16" OSB SHEATHINCs --
- TYVEIC OR EQUAL VAPOR BARRIER
- 1/2" AIRSPACE W/ BRiCK VENEER u} 47
- 1/2" SHEETROCK W/ R-13 INSULATION z O VJ
2) ALL WINDOW AND DOOR OPENINGS PER MANUFACTURER'S >
SPECIFICATIONS FOR R/O SIZE, JAMB SPECS AND WIND v 0 u' 3 `",1"1�
REQUIREMENTS AND STANDARDS, p V
M,46TER $EDR.00h1 - GARAGE D0OR5 SERIES 280 - D.L. 25 PSI/T,L, 31,5 PSI o u z o
$�,�, - WINDOWS LESS THAN 18'" AFF TO BE SAFETY GLASS oit � � � ly
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3) INTERIOR FRAMIiNG 2X4 TYP,, 2X6 AT PLUMBING AND BEARING ° JLE
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WALLS > 10' HT, FINISH 1/2" 5HEETR0CK �- I
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4) PLATES:
1st FLOOR ADDITION: 9' - i-1/4" PL p q
- FLOORING: 12" TJI FLOOR JOISTS W/ 3/4" T4G CDX u Q
SUBFLOOR ul m r'
- 2nd FLOCK ADDITION: 6'-0-1/2" PL---> 18'-2" TOP PL d o
GARAGE CEILING PL: 9'-1-1/4" + 4'" FLOOR DROP � `� � �
- GARAGE ROOF MAIN PL: 11-9-3/4 PL w x
FRONT GARAGE PL: 15'-9-I/4" PL 0Ix. F
ca - DORMER PL: 19'-1-1/4" PL A
5) - MAiN ROOF PITCH: 10/12, OVERHANG 16" TYP,
REAR GARAGE t SIDE
PORCH ROOF: 6/12, OVERHANG AT 16" TYP.
STUDY (a
• ROOF RAFTERS/JOIST PER DESIGNS BY
STRUCTURAL ENGINEER ,L
- ARCHITECTURAL SHINGLES TO MATCH o
PER MANUF. SPECS
- 1/16 CDX ROOD DECK W/ *15 FELT TYP.
(o) FOUNDATION SET AT 3-4 COURSES ABOVE FOOTER CAP. 9
VERIFY AT SITE W/ CONTRACTOR AND CONDITIONS. U
COVERED LANAI \ CONTRACTOR TO VERIFY SOIL SUITABILITY FOR CONSTRUCTION � !.
LIVING 1:2001'''1
WITH OWNER'S ENGINEERING AND TESTING SPECS,
i
uP 1) INSULATION AREAS TO INCLUDE:
- ALL EXTERIOR WALLS U
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ALL WALLS ADJACENT TO UNCONDITIONED SPACES AREA SQUARE FOOTAGE ASSESSMENT:
- ALL PLUMBING WALLS
�-- - ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS 1st Floor: 2810 sf (Existing: 2814 sf)
FOYER HVAC BY OTHERS 2nd Floor: 1963 sf (Existing: 1168 sf)
ENTRY 9) PLUMBING BY OTHERS Cond. 5q, Ftg.: 4833 sf �
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e: 816 sf _c— — — — — — — — — — _ Q�
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Ip) ALL STRUCTURAL ENGINEERING BE CERTIFIED BY LICENSED New GaragExst, Lanai: 286 sf -+-�
_ _ _ STRUCTURAL ENGINEER OR TRUSS MANUFACTURER, Entries: 110 sf f
I I Total Under Roof: 6,045 sf
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GENERAL INSTALLATION NOTES.
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1) VERIFY ALL FIXTURES, TYPE5, STYLES AND LOCATIONS v
CON SITE WITH OWNERS AND CONTRACTOR,
/
2) ANY DISCREPANCIES, OMIS5101,15, OR OVERAGES TO BE
/ ADDRESSED PRIOR TO INSTALLATION, V
BEDROOM 04 2nd F l oor / 3) ALL BEDROOM RECEPTACLES TO BE ON ARC-FAULT CIRCUITS,
/ 4) ALL SMOKE DETECTORS TO BE INTERCONNECTED.
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G� FASTEN W/ 8d COMMON �� _ __.__ .y —. _ _ _____ _ rr _ _____._ . _ _ ___._ _ ___.__ ____ _ -____ . _ _ ___. _ __. _ ___ _ 1
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1BRICK 4 FRAME WALL ,/ �, 104I � �
/ 4" CONC, 5 AB W/ FaX6 010 UJ,W,M, � i � ,►- � `
TION! ON A 6-MIL VAPOR BARRIER
SEC OVER C 'EAN, COMPACTED,
/ _ _ day
1 TERMI E-TREATED FILL
/ ELEV.: 0 .4 Q ( o0o Psl) I Q1
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ELEV.: 4E EV.: - 4
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W/ 2- 05 RODS CONTINUOUS. Z
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12"x12" CMU BASE ON A 3'x3' PAD 12"XS" EDCxE UJ/'� 1 -O 1- 5 ROD CONT, '10n
24"X24'Xlro" GONG. PAD I r,
W/ 3- 05 RODS EACH WAY 41-6„ I 9'-411 lO
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GENERAL FRAMING/LAYOUT NOTES:
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1) EXTERIOR WALL5: - 2x4 02 5YP W-1/16" 055 SHEATHING
TYVEK OR EQUAL VAPOR BARRIER LL u`n1 z
- 1/2" AIRSPACE W/ BRICK VENEER Ck W Z O
- 1/2" 5HEETROCK W/ R-13 INSULATION 1 } I
2) ALL WINDOW AND DOOR OPENING5 PER MANUFACTURERS } O U
5PECIFICATION5 FOR R/O SIZE, JAr5 SPECS AND WIND r' 0 Z
REQUIREMENTS AND STANDARDS, cp V
GARAGE DOORS SERIES 250 - D.G.. 25 PSI/T.L, 31.5 PSI u. � z 0 �
- WINDOWS LE55 THAN 15" AFF TO BE SAFETY GLA55 O Q 0- rU
3) INTERIOR FRAMING 2X4 TYP., 2X6 AT PLUMBING AND BEARING " O
WALLS > 10' HT, FINISH 1/2" 5HEETROCK CCu� nn
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4) PLATES: g K �
tat FLOOR ADDITION= 9' - 1-1/4" PL w- z
- FLOORING: 12" TJi FLOOR JOISTS W/ 3/4" T#G COX
SUBFLOOR U pp
- 2nd FLOOR ADDITION: 8'-O-I/2" PL---> 15'-2" TOP PL
- GARAGE CEILING PL: 9'-1-I/4" + 4" FLOOR DROP w a� per ul
GARAGE ROOF MAIN PL: lt-9-3/4" PL W z o �
FRONT GARAGE PL: 15'-9-I/4" PL ui U4 O 9 ,�^
DORMER PL: 19'-I-1/4" PLO v ,
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) - MAIN ROOF PITCH: 10/12, OVERHANG 16" TYP, p _ n
REAR GARAGE s SIDE u J
PORCH ROOF: 6/12, OVERHANG AT 1(7" TYP,
ROOF RAFTER5/JOIST PER DESIGNS BY
5TRUCTURAL ENGINEER
- ARCHITECTURAL 5HINGLE5 TO MATCH
PER MANUF, 5PEC5
- 1/16" CDX ROOF DECK W/ 015 FELT TYP.
6) FOUNDATION SET AT 3-4 COUR5E5 ABOvE FOOTER CAP,
VERIFY AT 51TE W/ CONTRACTOR AND CONDITIONS. O
CONTRACTOR TO VERIFY 501L SUITABILITY FOR CONSTRUCTION
WITH OWNER'5 ENGINEERING AND TE5TING 5PEC5, u"
1) INSULATION AREAS TO INCLUDE-
-
NCLUDE:- ALL EXTERIOR WALL5 U
- ALL WALLS ADJACENT TO UNCONDITIONED SPACES C�
- ALL PLUMBING WALLS
- ALL ROOF RAFTERS BENEATH EXPOSED ROOF MATERIALS (� ti
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8) HVAC BY OTHERS
9) UM1 ING Y U
PL 5 B OTHERS
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10) ALL STRUCTURAL ENGINEERING TO BE CERTIFIED BY LICENSED
STRUCTURAL ENGINEER OR TRU55 MANUFACTURER.
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/ INSTALL SUPPORT GIRDERS
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5ELOW DORMER WALLS
DINING ROOM
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19'-1-1/4" PL,
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ROOF LAYOUT.
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