ABS 24x36 - N:MiTekJobsMasters 0M2000219LX-1LX-1 · 2020. 8. 26. · the truss system. * If any job...
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STEP OVER AHU BEARING WALL BEARING WALL 11' CEILING 11' CEILING 11' CEILING EXPOSED TO WIND EXPOSED TO WIND U=-1834# U=-1013# U=-1053# U=-1046# U=-1048# U=-1043# U=-1046# U=-1028# U=-1025# U=-1043# U=-1045# U=-1043# U=-1045# U=-1028# U=-1025# U=-1025# U=-1028# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1052# U=-1041# U=-1044# U=-1052# U=-1052# U=-1052# U=-1052# U=-1326# U=-1299# U=-1276# DBL LEDGER BY BUILDER U=-1007# U=-1699# LOADED FOR HEADER. NON BEARING HEADER U=-4120# U=-1063# U=-1991# A01A A02A A03A A04A A05A A06 A07 A08 A09 A10 A11 EJ7C EJ7 C5B H7 A C3 C3 C1 C1 A11 A12 A13 A14 A13L A15L A16L A17L A18L A19L B03L EJ7B HJ0 7 C1 C3 C1 C3 C5A G01L A24L CJ6A EJ7 EJ7B EJ7 HJ 07 C1 C3 C1 C3 C5A EJ7B HJ 07 C1 CJ02 C1 C3 CJ04A B02L B01L A20L K01G K01 A23L A22L A21L F04 F03 F02 F01 EJ7B EJ7B HJ 7 C1 C3 C1 C3 C5A HJ 7 C1 C3 C1 C3 C5A LUS24 HUS26 LUS24 HUS26 HUS26 HUS26 HUS26 HUS26 LUS24 LUS24 HUS26 HUS26 LUS24 LUS24 EJ7A(6) A11(2) EJ7(4) EJ7(6) EJ7A(6) A13(4) EJ7A(6) EJ7(4) EJ7(6) EJ7(11) A13(4) K02(4) 18-00-00 10-00-00 50-00-00 67-04-00 77-08-00 67-08-00 2-00-00 2-00-00 14-08-00 2-00-00 11-10-00 2-00-00 14-04-00 2-00-00 14-08-00 12-06-00 25-01-12 4-05-00 20-05-04 5-09-08 3-09-13 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 12-00-00 12-00-00 2-04-00 10-00-00 5-09-08 5-09-08 2-00-00 3-09-13 3-09-13 3-09-13 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-09-00 2-00-00 2-00-00 2-00-00 4-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 5-09-08 2-00-00 2-00-00 2-00-00 8-00-00 8-00-00 31-00-00 19-00-00 6-00-00 6-00-00 5-09-08 3-09-13 3-09-13 2-00-00 2-00-00 2-00-00 2-00-00 Truss Connector Total List Manuf Product Qty HUS26 8 LUS24 6 Truss Qty Span Reactions A01A 1 52-05-00 1282.32 lb -693.23 lb 3954.74 lb -1834.36 lb 1731.58 lb -611.91 lb A05A 2 52-05-00 2576.14 lb -1012.89 lb 2687.08 lb -1052.09 lb A06 1 52-05-00 2665.69 lb -1045.21 lb 2646.98 lb -1047.12 lb A07 1 52-05-00 2682.36 lb -1042.88 lb 2705.36 lb -1045.45 lb A08 1 52-05-00 2731.84 lb -1027.93 lb 2750.74 lb -1024.15 lb A09 1 52-05-00 2733.32 lb -1042.33 lb 2717.34 lb -1044.75 lb A10 1 52-05-00 2705.65 lb -1042.88 lb 2711.77 lb -1045.45 lb A11 2 52-05-00 2731.34 lb -1027.93 lb 2755.95 lb -1024.15 lb A12 1 52-05-00 2675.94 lb -1051.91 lb 2675.94 lb -1051.91 lb A13 5 52-05-00 2675.94 lb -1051.91 lb 2675.94 lb -1051.91 lb A13L 1 52-05-00 2682.29 lb -1051.92 lb 2682.29 lb -1051.91 lb A14 1 52-05-00 2672.05 lb -1040.96 lb 2695.76 lb -1043.87 lb A15L 1 52-05-00 2693.56 lb -1051.92 lb 2693.56 lb -1051.91 lb A16L 1 52-05-00 2744.91 lb -1051.92 lb 2744.90 lb -1051.91 lb A17L 1 52-05-00 1243.03 lb -469.13 lb 3378.49 lb -1325.68 lb 857.92 lb -309.02 lb A18L 1 52-05-00 1263.81 lb -475.61 lb 3436.74 lb -1298.64 lb 822.99 lb -302.08 lb A19L 1 52-05-00 1277.97 lb -482.91 lb 3360.00 lb -1275.96 lb 870.61 lb -316.46 lb A21L 1 39-02-08 1394.68 lb -546.92 lb 2684.00 lb -1006.34 lb 265.31 lb -191.45 lb A24L 1 28-11-08 2827.96 lb -1698.22 lb 1909.13 lb -1000.42 lb F04 1 33-05-00 1130.21 lb -1063.18 lb 4342.37 lb -4119.61 lb 2200.01 lb -1990.68 lb 14' BEARING HEIGHT 10' BEARING HEIGHT Truss List of <5000# reaction & <-1000# uplift Wind Importance Factor 1 Occupancy/Risk Category II Lanai, Entry, Porch areas EXPOSED TO WIND TRUSSES DESIGNED FOR TILE OR SHINGLE APPLICATIONS 1X 1X General Notes * Required interior bearing walls shown @ heights noted * Trusses may not be cut or altered in any way without prior authorization from ABS, Inc. * Any trusses that are cut or altered without authorization will be repaired or replaced at the customers expense * No backcharges of any kind will be accepted without prior review and written consent from ABS, Inc. * For proper truss handling and bracing, refer to the "TPI" documents "BCSI-B1 through B4" * Any multi-ply trusses must be attached together per the engineering specifications prior to installation * Permanent and temporary bracing is the responsibility of the truss installer. The "Engineer of Record" for the project is responsibile for the design of the permanent bracing, the diaphram system, shear walls, and structural elements to resist lateral loads from wind and or seismic activity. The "EOR" is also responsible to call out the required strapping materials to sufficiently attach the trusses to the load bearing structure below, to verify truss design spec- ifications (pitch, span, profiles, applied loading, wind application, etc.), and for the overall design and placement plan of the truss system. * If any job site accidents occur involving trusses, the installer must immediately stop work on the project and notify a representative of ABS, Inc.. All trusses involved in an accident must be inspected by a licensed structural engineer to determine the cause of the accident. The builder assumes all liability if trusses involved in an accident are altered or moved in any way before an inspection is completed. All de- cisions regarding necessary repairs or replacement of trusses will be based on the recommendation of the report sub- mitted by the structural engineer. Page 1 of 1 Revision Hanger Notes * Refer to Simpson Strong-Tie website (www.strongtie.com/products/connectors), or the USP website (www.uspconnectors.com/us/products/conne ctors), for proper use and attachment of the specified hangers. Design per ASCE 7-10 Roof Floor TC LL 20 40 Mean Hgt 15' TC DL 20 10 Wind Speed 170 BC LL 0 0 Exposure C BC DL 10 5 Duration 1.25 1.00 Loading and Design Criteria - Job Number: Joe D Carl F Designer: 2540 L Model: Options: Location: 5/7/2020 M2000219-LX =1 DR Horton Ft Myers Sales Rep: Date:: Builder: EXT LAN Tile/Shingle
ABS 24x36 - N:MiTekJobsMasters 0M2000219LX-1LX-1 · 2020. 8. 26. · the truss system. * If any job site accidents occur involving trusses, the installer must immediately stop work
* Required interior bearing walls shown@ heights noted* Trusses may not be cut or altered inany way without prior authorization fromABS, Inc.* Any trusses that are cut or alteredwithout authorization will be repaired orreplaced at the customers expense* No backcharges of any kind will beaccepted without prior review and writtenconsent from ABS, Inc.* For proper truss handling andbracing, refer to the "TPI" documents"BCSI-B1 through B4"* Any multi-ply trusses must beattached together per the engineeringspecifications prior to installation
* Permanent and temporary bracing isthe responsibility of the truss installer.The "Engineer of Record" for the projectis responsibile for the design of thepermanent bracing, the diaphram system,shear walls, and structural elements toresist lateral loads from wind and orseismic activity. The "EOR" is alsoresponsible to call out the requiredstrapping materials to sufficiently attachthe trusses to the load bearing structurebelow, to verify truss design spec-ifications (pitch, span, profiles, appliedloading, wind application, etc.), and forthe overall design and placement plan ofthe truss system.
* If any job site accidents occurinvolving trusses, the installer mustimmediately stop work on the project andnotify a representative of ABS, Inc.. Alltrusses involved in an accident must beinspected by a licensed structuralengineer to determine the cause of theaccident. The builder assumes allliability if trusses involved in an accidentare altered or moved in any way beforean inspection is completed. All de-cisions regarding necessary repairs orreplacement of trusses will be based onthe recommendation of the report sub-mitted by the structural engineer.
Page 1 of 1Revision
Hanger Notes
* Refer to Simpson Strong-Tie website(www.strongtie.com/products/connectors),
or the USP website(www.uspconnectors.com/us/products/connectors), for proper use and attachment of the
specified hangers.
Design per ASCE 7-10
Roof Floor
TC LL 20 40 Mean Hgt 15'
TC DL 20 10 Wind Speed 170
BC LL 0 0 Exposure C
BC DL 10 5
Duration 1.25 1.00
Loading and Design Criteria
-Job Number:
Joe DCarl F
Designer:
2540 LModel:
Options:
Location:
5/7/2020M2000219-LX
=1
DR Horton Ft Myers
Sales Rep:Date::
Builder:
EXT LAN Tile/Shingle
derek
Shop Drawing Stamp
derek
Accepted
DATE:
08-20-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
3/16" = 1'-0"
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: R
OYAL
PAL
M G
OLF
RESI
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R:
G.C.
D. #
: 116
85
LOT:
75M
ODEL
:BL
OCK
:
ADDR
ESS:
1871
7 LAK
E HA
MM
OCK
DR
SPEC
ELEVATION
A-1 L
D.R.
H # :
5799
3006
7
2540
L W
/ EXT
LAN
AI
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%%U%%OREAR ELEVATION: "L"%%O
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SCALE: 3/16" = 1'-0"
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12
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5
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12
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5
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TYP.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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TOP @ 8'-0"
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MITERGLASS
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BOTTOM @ 2'-0"
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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3-4080 SL. GL. DR.
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TYP.
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CANTILEVER
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TRUSS
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12
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5
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12
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5
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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%%U%%OLEFT ELEVATION: "L"%%O
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SCALE: 3/16" = 1'-0"
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%ORIGHT ELEVATION: "L"%%O
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SCALE: 3/16" = 1'-0"
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12
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5
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CANTILEVER
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TRUSS
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25 SH
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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FIXED GLASS
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%%U%%OFRONT ELEVATION: "L"%%O
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ELEV @ 10'-0" A.F.F.
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TOP OF BOND BEAM
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TOP OF BOND BEAM
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TOP OF BOND BEAM
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ELEV @ 10'-0" A.F.F.
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TOP OF BOND BEAM
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35 SH
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2-35 SH
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TYP.
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TOP OF FINISH FLOOR
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ELEV @ 0'-0" A.F.F.
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16080 OH. GARAGE DOOR
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8080 OH. GARAGE DOOR
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3080 ENTRY DOOR
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12
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5
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CANTILEVER
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TRUSS
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12
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5
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ELEV @ 14'-0" A.F.F.
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TOP OF BOND BEAM
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HEEL TO MATCH ROOF PLANE
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ELEV @ 10'-0" A.F.F.
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TOP OF BOND BEAM
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26 SH
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W/ SIDELITE
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ALLOW 2" FOR HURRICANE SHUTTER ATTACHMENT
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%%U%%OTYPICAL WINDOW BANDING DETAIL%%O
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B1
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B3
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B6
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B5
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A1
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B7
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WATER TABLE
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BANDING DETAILS
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E2
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E1
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D1
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A4
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C2
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A2
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C1
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3010 FIXED GLASS
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A2
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A3
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A2
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A3
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A2
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A2
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A2
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A2
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%%U%%OSOFFIT DETAIL%%O
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SCALE: 3/4" = 1'-0"
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CANTILEVER
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12
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5
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MIN. 2X6 SUB FASCIA
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FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
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2880 DR.
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TILE ROOF
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TILE ROOF
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TILE ROOF
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TILE ROOF
DATE:
08-20-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
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nG
ulf
Coa
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raft
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SUBD
IV: R
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D. #
: 116
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LOT:
75M
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:
ADDR
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1871
7 LAK
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MM
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DR
SPEC
A-2 L3/16" = 1'-0"
SLAB & PLUMBING
D.R.
H # :
5799
3006
7
2540
L W
/ EXT
LAN
AI
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%USIDE ELEVATION
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%%UFRONT ELEVATION
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%%UWATER CLOSET CLEARANCE DETAIL
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%%USIDE ELEVATION
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%%UFRONT ELEVATION
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%%UVANITY SINK CLEARANCE DETAIL
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KICK PLATE
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MIRROR
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FAUCET
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MIRROR
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FAUCET
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VARIES
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SLOPED CEILING
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VARIES
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PAVERS BY OTHERS
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%%U%%OSLAB & PLUMBING PLAN: "L"%%O
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SCALE: 3/16"=1'-0"
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W/H
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HB.
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OPT.
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L.T.
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HB.
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ELEV @ -0-4"
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2" SLOPE
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6" X 12" RECESS
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SEE DETAIL
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8'-0" X 8'-0" O.H. GAR. DOOR
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SEE DETAIL
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6" X 12" RECESS
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STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".
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RUN ELECTRIC IN
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CONDUIT FOR
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KITCHEN ISLAND
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LINE @ REF. SPACE
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PROVIDE 1/4" WATER
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FOR ICE MAKER
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16'-0" X 8'-0" O.H. GARAGE DOOR
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ELEV @ -0-4"
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ELEV @ -0-4"
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PAVERS BY OTHERS
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TILE SHWR.
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3 1/2" RECESS
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TILE SHWR.
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3 1/2" RECESS
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3-1/2"
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RECESS
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5'-0" TUB
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
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HB.
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HB.
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ELEVATION @ 0'-0"
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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PROVIDE TERMITE TREATMENT WITH "BORA CARE"
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PAVERS BY OTHERS
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BRASS FLOOR OUTLET W/ SWITCH
DATE:
08-20-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: R
OYAL
PAL
M G
OLF
RESI
DENC
E FO
R:
G.C.
D. #
: 116
85
LOT:
75M
ODEL
:BL
OCK
:
ADDR
ESS:
1871
7 LAK
E HA
MM
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DR
SPEC
D R HORTON
A-3 L
FLOOR
3/16" = 1'-0"
D R HORTON D.R.
H # :
5799
3006
7
2540
L W
/ EXT
LAN
AI
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SQUARE FOOTAGE
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LIVING AREA
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GARAGE AREA
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LANAI AREA
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ENTRY AREA
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TOTAL AREA
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2565
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594
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452
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73
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3684
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DISTINCTION
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3080
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ENTRY DR.
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OVERHEAD
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DISTINCTION
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2880
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ENTRY DR.
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WIDTH
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HEIGHT
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MARK
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SIZE
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CODE
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DESCRIPTION
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PRODUCT
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QTY
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1
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2
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3
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COMMENTS
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SEE NOTE 1
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OVERHEAD
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GARAGE DOOR
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192
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96
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96
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96
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36
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96
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1
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1
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1
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4
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4
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32
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96
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1
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GARAGE DOOR
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OFLOOR PLAN %%O "L"
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SCALE: 3/16"=1'-0"
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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%%U%%OPOOL
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%%U%%OBATH
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H
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4
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TOP @ 8'-0"
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MITERED GLASS
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2'-0"
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2'-0"
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%%U%%OBATH #1
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%%u%%oFOYER
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%%U%%OBEDROOM #1
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COFFERED CEILING
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%%u%%oENTRY
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14'-0" FLAT
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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%%u%%oLANAI
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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10'-0" FLAT CEILING
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%%u%%oGREAT ROOM
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COFFERED CEILING
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%%U%%OPANTRY
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10'-0" CLG
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%%U%%ODEN
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #2
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%%U%%OBATH #2
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10'-0" FLAT
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%%U%%O3 CAR GARAGE
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COFFERED
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CEILING
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%%U%%OUTILITY
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10'-0" CLG
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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%%U%%OBEDROOM #3
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10'-0" FLAT CEILING
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SEE NOTE 10
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SEE NOTE 9
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BETTER INSULATION
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MINIMUM R-13 OR
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22" X 36"
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ATTIC ACCESS
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2
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2
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2
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2
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2
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5
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2
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2
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2
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3
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3
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2
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2
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3
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3
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2
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3
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3
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O.H. CABINET
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D
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W
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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12" VINYL SHELF
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5-16" SHELVES
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5-12" SHELVES
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TILE SHWR.
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REC. 3 1/2"
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MIRROR
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MIRROR
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12" VINYL SHELF
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REF. SPACE
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12" VINYL SHELF
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TILE SHWR.
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REC. 3 1/2"
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LINEN
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LINEN
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EGRESS
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EGRESS
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B
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E
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E
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D
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3
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W/H
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HB.
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5-12" SHELVES
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2
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5'-0" TUB
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MIRROR
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%%u%%oBATH #3
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%%u%%oPOWDER
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%%u%%oROOM
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2
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A/H
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OPTIONAL
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CABINETS
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OPT.
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L.T.
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HOLLOW DOT IS #5
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VERTICAL IN WINDOW SILL
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(NO VERTICALS IN HEADER)
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2
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G
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A
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EGRESS
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6" KNEE WALL
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COUNTER TOP AT 36" A.F.F.
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34 1/2" TALL
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42" KNEEWALL GLASS ABOVE
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10'-0" FLAT CEILING
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CEILING
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CEILING
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HB.
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EGRESS
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F
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1
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2
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SH
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35
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25
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SH
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3-4080
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SL. GL. DR.
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SL. GL. DOOR
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MARK
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SIZE
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CODE
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DESCRIPTION
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PRODUCT
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QTY
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D
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C
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B
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A
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E
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COMMENTS
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SEE NOTE 1
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WIDTH
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HEIGHT
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54
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63
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38
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63
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146
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96
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1
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11
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1
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1
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24" X 24"
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F.G.
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24
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24
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2
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FIXED GLASS
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26
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SH
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F
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38
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75
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1
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G
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H
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SH
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2-35
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108
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63
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1
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72" X 72"
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72
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72
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MITERED GLASS
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1
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TOP @ 8'-0"
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BOTTOM @ 2'-0"
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10'-0" FLAT CEILING
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TB
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TOWEL BAR
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TP
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TOILET PAPER
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TOWEL BAR
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TOILET PAPER ROLL
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BATHROOM NOTES
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ALL BLOCKING TO BE PT IN SHOWERS
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ALL TUB DECKS @ 21" A.F.F.
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TILE
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1/4 DURK
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3/4 PYW.
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MUD SET BY PLUMBER
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SHWR.
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GLS.
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TUB WALL DETAIL
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**** NOTE: ****
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STUB OUT FOR GAS @ OUTDOOR KITCHEN,
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RANGE, WATER HEATER, AND DRYER. VERIFY
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WITH CONTRACT AND SUBDIV. SPECS.
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VINYL SHELF NOTES:
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1) ALL CLOSET SHELVES TO BE 12"
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2) ALL PANTRY & LINEN TO BE (4) 16"
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SHELVES 18" O.F.F. WITH 15" INCREMENT.
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CABINET BACKING
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KITCHEN UPPER TOP @ 84" BASE TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
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DOOR HEADERS
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6'-8" BIFOLD
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6'-8" SWING
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8'-0" SWING
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HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
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HEADER HEIGHT
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82 1/2" A.F.F.
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98 1/2" A.F.F.
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PLAN NOTES
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
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1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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5)
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3)
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4)
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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
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9)
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KITCHEN KNEE WALL TO BE FRAMED W/ TOP @ 41 1/2" A.F.F. W/ RAISED BAR TOP
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
AutoCAD SHX Text
PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS
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7)
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8)
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2)
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6)
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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10)
AutoCAD SHX Text
11)
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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
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12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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13)
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1
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36" X 12"
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F.G.
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36
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12
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C
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SAFETY GLAZED
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1
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12" X 96"
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SIDE LITE
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12
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96
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ESCAPE
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I
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I
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MARK
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1
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INTERIOR DOOR SCHEDULE
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DOOR WIDTH
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3'-0"
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2'-8"
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2'-6"
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2'-4"
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2'-0"
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1'-8"
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1'-6"
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2
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3
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4
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5
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6
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7
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PK. = POCKET DOOR
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B.F. = BI-FOLD DOOR
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B.P. = BI-PASS DOOR
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HB.
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HB.
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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%%u%%oKITCHEN
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10'-0" FLAT
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CEILING
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SINK & DISP
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DW.
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RANGE
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CEILING
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2
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A-3
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FOYER/HALL DETAIL
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CEILING
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1
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A-3
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BEDROOM #2 HALL DETAIL
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CEILING
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5
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A-3
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BEDROOM #3 HALL DETAIL
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CEILING
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4
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A-3
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MASTER SUITE DETAIL
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CEILING
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3
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A-3
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DEN ARCH DETAIL
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1
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A-3
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2
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A-3
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4
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A-3
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2
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A-3
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3
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A-3
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5
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A-3
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%%u%%oKITCHEN
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10'-0" FLAT
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%%u%%oGREAT ROOM
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COFFERED CEILING
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%%U%%OPANTRY
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2
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CEILING
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REF. SPACE
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LINEN
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D
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3
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A-3
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2
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COOKTOP W/ OPTIONAL KITCHEN
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DBL OVEN W/ OPT. KITCHEN
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6" KNEE WALL
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COUNTER TOP AT 36" A.F.F.
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6" KNEE WALL
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SINK & DISP
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COUNTER TOP AT 36" A.F.F.
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34 1/2" TALL
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%%U%%OALTERNATE KITCHEN OPTION:%%O
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SCALE: 3/16"=1'-0"
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DW.
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DBL OVEN W/ OPT. KITCHEN
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SAFETY GLAZED
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SAFETY GLAZED
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2017 ACCESSIBLE
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2
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14) ALL MECHANICAL AND ELECTRICAL EQUIPMENT TO BE INSTALLED AT OF ABOVE FLOOD PLUS 1'-0" FREEBOARD.
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8'-0" TALL DOORS
DATE:
08-20-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: R
OYAL
PAL
M G
OLF
RESI
DENC
E FO
R:
G.C.
D. #
: 116
85
LOT:
75M
ODEL
:BL
OCK
:
ADDR
ESS:
1871
7 LAK
E HA
MM
OCK
DR
SPEC
A-4 L
CEILING PLAN
3/16"=1'-0"
D.R.
H # :
5799
3006
7
2540
L W
/ EXT
LAN
AI
AutoCAD SHX Text
DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OBATH #1
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%%U%%OBEDROOM #2
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10'-0" FLAT CEILING
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10'-0" CLG
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%%u%%oPOWDER
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COFFERED CEILING
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%%U%%OBEDROOM #1
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10'-0" FLAT CEILING
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%%u%%oLANAI
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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COFFERED CEILING
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%%u%%oGREAT ROOM
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CEILING
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10'-0" FLAT
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%%u%%oKITCHEN
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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10'-0" FLAT CEILING
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10'-0" CLG
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%%U%%OUTILITY
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%%U%%OPANTRY
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%%U%%ODEN
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%%U%%OBATH #2
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%%u%%oROOM
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%%u%%oENTRY
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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14'-0" FLAT
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CEILING
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #3
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%%u%%oFOYER
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CEILING
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COFFERED
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10'-0" FLAT CEILING
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%%U%%OBATH #3
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%%U%%O3 CAR GARAGE
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ROOF & CEILING PLAN: "L"
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SCALE: 3/16" = 1'-0"
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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RIDGE
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RIDGE
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RIDGE
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VALLEY
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VALLEY
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HIP
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HIP
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HIP
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VALLEY
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RIDGE
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10'-0" FLAT CEILING
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ATTIC AREA
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ATTIC VENTILATION
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(ATTIC AREA 1/150)
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VENTILATION REQUIRED
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24.71 SQ. FT.
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3707 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS
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OFF RIDGE EXHAUST VENT SIZES
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%%U(AREA NET FREE SQUARE FEET)
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 150 = vented sq. ft.
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ATTIC VENTILATION CALCULATION: attic sq. ft. / 300 = vented sq. ft
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(FBC R806)
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SCALE: 1/4"=1'-0"
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(ATTIC AREA 1/300 INSTALL PER
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FBC R806.2 MINIMUM AREA REQUIREMENTS)
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.38 SQ. FT.
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FREE AREA
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1 SQ. FT.
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FREE AREA
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1.45 SQ. FT.
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FREE AREA
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1
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verify venting requirements
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with energy calculations
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square footage
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soffit vents
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mark
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off ridge vents
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total ventilation
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MIN AIR FLOW OF SOFFIT
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7.0%%%
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O.R.V. NOT USED
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MIN AIR FLOW OF SOFFIT
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(O.R.V.)
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W/H
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HB.
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OPT.
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L.T.
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HB.
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10'-0" FLAT CEILING
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BARREL ARCH
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BARREL ARCH
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BARREL ARCH
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BARREL ARCH
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ELEVATION @ WALL
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ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "A"
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SCALE: N.T.S.
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= INTERIOR BEARING @ 10'-0" A.F.F.
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= BEARING @ 14'-0" A.F.F.
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BEARING HEIGHT
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= BEARING @ 10'-0" A.F.F.
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HB.
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HB.
DATE:
08-20-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
SUBD
IV: R
OYAL
PAL
M G
OLF
RESI
DENC
E FO
R:
G.C.
D. #
: 116
85
LOT:
75M
ODEL
:BL
OCK
:
ADDR
ESS:
1871
7 LAK
E HA
MM
OCK
DR
SPEC
A-5 L
ELECTRICAL
3/16" = 1'-0"
D.R.
H # :
5799
3006
7
2540
L W
/ EXT
LAN
AI
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
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%%U%%OELECTRICAL PLAN: "L"%%O
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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E
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EXH.
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FAN
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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OPT.
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OPT.
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FLOOD LIGHT SWITCH
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IN GREAT ROOM
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GFI
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WP
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GFI
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W/H
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HB.
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OPT.
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L.T.
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HB.
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A
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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SD
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OPT.
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M
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OPT.
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M
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OPT.
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EXH.
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FAN
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A
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F
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GFI
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F
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VP
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B
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EXH.
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FAN
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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GFI
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VP
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M
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B
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42 A.F.F.
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STRUCTURED
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WIRE BOX
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W/ 110 OUTLET
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A
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STUB OUT FOR
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GARAGE DR OPENER
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OPT.
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OPT.
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200 AMP. ELEC
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PANEL BOX
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VERIFY LOC.
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42 A.F.F.
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A/C DISCONNECT
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H
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FLOOD LIGHT SWITCH
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IN FOYER
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OPT.
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FLOOD LIGHT SWITCH
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IN FOYER
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COACH
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LIGHT
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STUB OUT FOR
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GARAGE DR OPENER
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L
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OPT.
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H
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H
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TO OPT.
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LIGHTS
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METER
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VERIFY LOC.
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KEYLESS
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A
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GFI
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WP
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D.B.
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NOTE: VERIFY LOCATION
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OF GFI PER
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DECO BANDING
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SD
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O
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FAN (TYP.)
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PRE-WIRE FOR
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SCD
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TV
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GFI
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B
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SD
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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SCD
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FAN (TYP.)
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PRE-WIRE FOR
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TV
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3
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TO OPT.
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LIGHTS
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FAN (TYP.)
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PRE-WIRE FOR
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C
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GFI
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WP
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GFI
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GFI
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GFI
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p
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p
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p
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OUTLET &
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SWITCH FOR
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DW/DISP.
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A
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A
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A
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GFI
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WP
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GFI
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SD
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A/H DISC
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SWITCH
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L
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OPT.
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EXH.
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FAN
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EXH.
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FAN
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EXH.
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FAN
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VP
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M
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OPT.
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3
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3
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A
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A
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A
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A
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A
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A
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SD
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K
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P
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OPT.
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A
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A
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A
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A
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A
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A
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3
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3
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A
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A
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A
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A
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A
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A
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3
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3
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3
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3
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3
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3
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3
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A
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A
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A
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A
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GFI
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WP
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3
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3
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A
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
ZINC COATED G90, FLASHING SHALL BE INSTALLED IN ACCORDANCE WITH THE ZIP
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SYSTEM ROOF SHEATHING MANUFACTURERS PUBLISHED REQUIREMENTS. ALL FLASHING AND
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INSTALLATION SHALL CONFORM TO SECTION R905.2.8 (1 TO 5).
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SHALL BE APA RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER.
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DIMENSION PLACED PERPENDICULAR TO TRUSSES. A 1/8" SPACE BETWEEN ADJACENT
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GENERAL ROOF ASSEMBLY
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2
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INSTALL PANELS WITH LONG
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DRIP EDGE
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DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
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COMPLY WITH CURRENT WIND CODE,
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FINISH FLOOR
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5.7 SQ. CLEAR OPENING
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MINIMUM EGRESS WINDOW DETAIL
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R310.2.1 MINIMUM OPENING AREA:- ALL EMERGENCY ESCAPE AND RESCUE ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQAURE FEET (0.530 m² ). ). EXCEPTION:- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m² ). ). R310.2.1 MINIMUM OPENING HEIGHT:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm). R310.2.1 MINIMUM OPENING WIDTH:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm). R310.1.1 OPERATIONAL CONSTRAINTS:- EMERGENCY ESCAPE AND RESCUE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R310.2.3 WINDOW WELLS:- THE MINIMUM HORIZONTAL AREA OF THE WINDOW THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m² ), WITH A MINIMUM HORIZONTAL ), WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.
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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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1X4 P.T. STRIP.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE ENGINEERING
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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TILE ROOF PER NOTE 4 ON A-6.
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AND PER NOTES IN TABLE 2 ON A-6
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2X6 MIN. SUB FASCIA
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER, SEE 7/S-3
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PER ASTMC-926
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8"X8" CONTINUOUS
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SEE ENGINEERING
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BOND BEAM
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VENTED ALLUM SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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CORNER OF
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MID WALL
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FELT STRIP
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BUILDING
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CORNER BEAD
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WEEP SCREED
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FELT STRIP
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WIRE LATH
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EXPANSION JOINT
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OVER FELT
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OVER FELT STRIP
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BUILDING
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BUILDING
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FELT STRIP
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EXPANSION JOINT
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CORNER OF
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BUILDING
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MASONRY WALL
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OVER WIRE LATH
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EXPANSION JOINT
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OVER BLOCK WALL
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OVER WIRE LATH
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EXPANSION JOINT
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DECO. TEXTURED FINISH
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OVER WIRE LATH
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DECO. TEXTURED FINISH
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FRAME WALL
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FELT OVER
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FRAME WALL
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WIRE LATH
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OVER FELT
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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WIRE LATH OVER
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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FRAME WALL
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FELT PAPER
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MITER OVER SCREED
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WIRE THE CONTROL
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JOINT TO LATH WITH
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18 GA. GALVANIZED
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WIRE AT 7' O.C. MAX.
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AMICO M-TYPE
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CONTROL JOINT
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AMCJM-780 OR
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APPROVED EQUAL
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OVER LATH (CUT
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LATH BEHIND
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CONTROL JOINT 1/4'
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MIN. GAP) LOCATE
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OVER STUD ONLY
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AND PER NOTE 1
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FULLY EMBED BACK FACE
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OF WEEP SCREED IN
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CAULK. LET OOZE OUT AT
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CORNER AND SCREED 2"
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MIN. WIDTH
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MITER OUT CORNER
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BEAD AT
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MID WALL
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WEEP SCREED
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*
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NOTE 1:
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MAX OF 144 SQ. FT.
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BETWEEN CONTROL
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JOINTS. NOT GREATER
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THAN 18'-0"O.C. MAX
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AREA RATIO OF
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CONTROL JOINTS-2-2/1 TO 1
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(AT WOOD
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FRAME ONLY)
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*
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CAULK CENTER JOINT
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IN MID WALL WEEP
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SCREED 2" IN EA.
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DIRECTION AT CORNER
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WOOD FRAME
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MASONRY WALL
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%%UMASONRY WALL
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%%UMASONRY WALL
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MASONRY WALL
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%%UWEEP SCREED DETAIL
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INSTALL AT ALL EXTERIOR WALL LOCATIONS WHERE
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WOOD STUD FRAMING IS ABOVE MASONRY WALLS.
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MID WALL
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WEEP SCREED
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OVER FELT STRIP
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MASONRY NAIL
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6" WIDE FELT
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METAL LATH
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MASONRY WALL
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PAPER BACK
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WALL SHEATHING
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WITH HOUSE WRAP
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OR ZIP SYSTEM
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WALL SHEATHING
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WOOD FRAMING EITHER FLOOR TRUSS OR GABLE END TRUSS
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C
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L
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FELT AND
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WEEP SCREED
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%%UMID WALL WEEP SCREED DETAIL
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OVER
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WITH FELT
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FRAME WALL
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WIRE LATH
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WOOD FRAME
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MASONRY WALL
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SCALE: N.T.S.
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%%UPAN FLASHING PER R703.4
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R703.4 - Where flashing instructions or details are not provided by the window or door manufacturer or by the flashing manufacturer, "pan flashing" shall be installed at the sill of exterior window and door openings. Pan flashing shall be sealed or sloped in such a manner as to direct water to the surface of the exterior wall finish or to the water-resistive barrier for subsequent drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides.
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"Pan Flashing" is a generic term that used to refer to "metal pan flashing". However many modern materials have been developed for the same function such as: - Flexible Peel n Stick Flashing Membrane - Fluid Applied Flashing For such products, follow the manufacturer's installation instructions.
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INSTALL "PAN" FLASHING AT THE SILL
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WHERE "PAN" FLASHING IS USED AT THE SILL, ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES
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EXTERIOR WALL
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OPENING FOR WINDOW OR DOOR
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THE FLASHING INSTRUCTIONS FROM THE WINDOW / DOOR MFR., OR THE FLASHING MFR., SHALL SUPERCEDE THIS DETAIL.
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For in-depth flashing installation instructions, refer to the following publications: FMA/AAMA 100 FMA/AAMA 200 FMA/WDMA 250 FMA/AAMA/WDMA 300
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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SEE ENERGY CODE FORMS FOR INSULATION R-VALUES
DATE:
08-20-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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W/H
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HB.
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OPT.
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L.T.
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HB.
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3'X3' CONC.
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PROVIDE SAWCUTS IN SLAB PER DETAIL 5/S-3
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#5 VERTICAL IN GROUTED CELL FROM FOOTING TO BOND BEAM AT DOT LOCATIONS SHOWN (48" O.C. MAX.)
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A
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A
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A
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A
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A
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#5 VERTICAL IN GROUTED CELL FROM FOOTING TO BOND BEAM AT DOT LOCATIONS SHOWN (48" O.C. MAX.)
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A
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A
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A
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A
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C
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E
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A
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THICKEN SLAB 8"x8" @ RECESS, TYPICAL
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THICKEN SLAB 8"x8" @ RECESS, TYPICAL
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HOLLOW DOT IS REBAR BELOW WINDOW SILL, TYP.
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 10'-0" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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P
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P
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P
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F3
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F3
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F3
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F3
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F3
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F3
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F3
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F3 W/ CURB
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F3
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F3
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F3
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F3
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F3
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F6A
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F6
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F6A
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F3 W/ CURB
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F3
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F3
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F3
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F6A
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F6A
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 3) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 4) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 5) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 6) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 7) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-3.
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%%uFOUNDATION PLAN
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SCALE: 3/16" = 1'-0"
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0'-8"
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1-#5
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CONT.
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TE
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0'-8"
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DEPTH
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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1'-0"
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PAD FOOTING SCHEDULE
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D
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E
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4'-0"
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5'-0"
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4'-0"
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2'-6"
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TYPE
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B
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A
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C
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USED
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WIDTH
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3'-0"
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2'-6"
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3'-6"
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LENGTH
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3'-0"
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2'-6"
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3'-6"
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5-#5
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6-#5
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5-#5
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3-#5
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-
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-
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BOTTOM REINF.
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4-#5
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3-#5
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4-#5
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SHORT WAY
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LONG WAY
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4-#5
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3-#5
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4-#5
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REMARKS
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-
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-
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-
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1'-8"
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0'-10"
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0'-8"
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DEPTH
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1'-0"
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1'-0"
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1'-8"
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WALL FOOTING SCHEDULE
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F4
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F6
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F5
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F3
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F2
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F1
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USED
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TYPE
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1'-4"
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1'-4"
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1'-4"
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1'-0"
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CONT.
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CONT.
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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR, SEE 6/S-3.
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F6A
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CONT.
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0'-8"
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1-#5
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0'-8"
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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MORTAR
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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'F6' STEP DOWN
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2 #5
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3" CLEAR COVER
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (PAVERS)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (CONCRETE)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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3" CLEAR COVER.
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2 #5 CONT. W/
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"F5" FOOTING
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%%U%%OFOUNDATION PLAN: "L"%%O
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SCALE: 3/16"=1'-0"
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ELEV @ -0-4"
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2" SLOPE
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6" X 12" RECESS
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SEE DETAIL
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8'-0" X 8'-0" O.H. GAR. DOOR
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SEE DETAIL
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6" X 12" RECESS
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STANDARD SGD RECESS 1-1/2". IMPACT GLASS SGD RECESS 2-1/2".
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RUN ELECTRIC IN
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CONDUIT FOR
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KITCHEN ISLAND
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LINE @ REF. SPACE
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PROVIDE 1/4" WATER
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FOR ICE MAKER
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16'-0" X 8'-0" O.H. GARAGE DOOR
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ELEV @ -0-4"
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ELEV @ -0-4"
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PAVERS BY OTHERS
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TILE SHWR.
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3 1/2" RECESS
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TILE SHWR.
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3 1/2" RECESS
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3-1/2"
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RECESS
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5'-0" TUB
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F5
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F3
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(+33.5 -36.3)
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1.
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HB.
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HB.
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ELEVATION @ 0'-0"
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%.
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THE FINISH FLOOR SLAB SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP PLUS 1'-0" FREEBOARD PER FBCR R322.2.1 SEE SITE PLAN BY OTHERS
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LOWEST POINT OF GARAGE FLOOR SHALL BE SET ABOVE BASE FLOOD ELEVATION PER FEMA FLOOD MAP
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SET A/C PAD ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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SET W/H ABOVE FLOOD W/ 1'-0" FREEBOARD PER FBCR R322.2.1
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PROVIDE TERMITE TREATMENT WITH "BORA CARE"
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S-4
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1
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PAVERS BY OTHERS
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P
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BRASS FLOOR OUTLET W/ SWITCH
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Statement 3
DATE:
08-20-20
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
JWC
Phon
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39) 5
40-1
822
Fax
(239
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-775
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& D
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SUBD
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: 116
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ADDR
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1871
7 LAK
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DR
SPEC
STR
UC
TUR
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ENG
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RIN
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S-2 L
ROOF
3/16" = 1'-0"
D.R.
H # :
5799
3006
7
2540
L W
/ EXT
LAN
AI
A01A
A02A
A03A
A04A
A05A
A06
A07
A08
A09
A10
A11
EJ7C
EJ7
C5B
H
7
A
C3
C3
C1
C1
A11
A12
A13
A14
A13L
A15L
A16L
A17L
A18L
A19L
B03L
EJ7B
H
J
0
7
C1
C3
C1
C3
C5A
G01L
A24L
CJ6A
EJ7
EJ7B
EJ7
H
J
0
7
C1
C3
C1
C3
C5A
EJ7B
H
J
0
7
C1
CJ02
C1
C3
CJ04A
B02L
B01L
A20L
K01G
K01
A23L
A22L
A21L
F04
F03
F02
F01
EJ7B
EJ7B
H
J
7
C1
C3
C1
C3
C5A
H
J
7
C1
C3
C1
C3
C5A
EJ7A(6)
A11(2)
EJ7(4)
EJ7(6)
EJ7A(6)
A13(4)
EJ7A(6)
EJ7(4)
EJ7(6)
EJ7(11)
A13(4)
K02(4)
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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION
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%%U%%OBATH #1
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%%U%%OBEDROOM #2
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10'-0" FLAT CEILING
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10'-0" CLG
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%%u%%oPOWDER
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COFFERED CEILING
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%%U%%OBEDROOM #1
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10'-0" FLAT CEILING
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%%u%%oLANAI
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10'-0" FLAT CEILING
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%%u%%oDINING ROOM
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COFFERED CEILING
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%%u%%oGREAT ROOM
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CEILING
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10'-0" FLAT
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%%u%%oKITCHEN
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%%U%%OW.I.C.
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%%U%%OW.I.C.
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10'-0" FLAT CEILING
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10'-0" CLG
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%%U%%OUTILITY
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%%U%%OPANTRY
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%%U%%ODEN
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%%U%%OBATH #2
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%%u%%oROOM
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%%u%%oENTRY
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10'-0" FLAT CEILING
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10'-0" FLAT CEILING
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14'-0" FLAT
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CEILING
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10'-0" FLAT CEILING
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%%U%%OBEDROOM #3
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%%u%%oFOYER
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CEILING
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COFFERED
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10'-0" FLAT CEILING
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%%U%%OBATH #3
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%%U%%O3 CAR GARAGE
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CAPE CORAL, FL 33904
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(239) 549-4554
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OF NORTH FLORIDA
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STRUCTURAL
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SYSTEMS
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1634 S.E. 47th ST SUITE #3
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CA# 8829
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HIP
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HIP
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HIP
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HIP
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HIP
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HIP
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RIDGE
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RIDGE
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RIDGE
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VALLEY
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VALLEY
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HIP
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HIP
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HIP
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VALLEY
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RIDGE
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10'-0" FLAT CEILING
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W/H
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HB.
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OPT.
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L.T.
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HB.
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10'-0" FLAT CEILING
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BARREL ARCH
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BARREL ARCH
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BARREL ARCH
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BARREL ARCH
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(+37.8 -39.9)
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(+37.8 -49.6)
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(+37.8 -39.9)
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(+37.8 -39.9)
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(+37.8 -39.9)
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(+37.8 -39.9)
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(+33.4 -37.8)
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(+33.4 -37.8)
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(+31.9 -35.6)
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(+37.8 -39.9)
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= BEARING @ 10'-0" A.F.F.
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BEARING HEIGHT
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= BEARING @ 14'-0" A.F.F.
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%%UPRECAST LINTEL SCHEDULE
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%%U8F8-1B
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%%U8F8-0B
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'1B' DENOTES 1#5 BOTTOM WITH 7" HOOK EACH END OR EXTEND 24" BEYOND OPENING. '0B' DENOTES "NO REBAR"
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8" PRECAST LINTEL
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%%U8F16-1B/1T
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1 #5 BOTTOM
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1 #5 TOP
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AT SWING DOORS, USE 2" RECESS STYLE LINTEL IF NEEDED FOR ROUGH OPENING.
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WALL ABOVE WITH BOND BEAM AT TOP
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#5 VERTICAL, ABOVE LINTEL ONLY WHERE NOTED ON PLAN
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HOOK #5 BAR INTO TOP OF BOND BEAM
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PLAN NOTES:
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1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND.
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2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER
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DESIGN CRITERIA ON SHEET S-3.
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3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET.
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4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3.
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5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET.
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6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.
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ROOF FRAMING PLAN: "L"
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SCALE: 3/16" = 1'-0"
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SET BOTTOM OF 8F8-1B LINTEL AT GARAGE DOOR HEAD HEIGHT, ADD COURSING TO TOP OF WALL @ 10'-0" w/ 8x8 BOND BEAM w/ 1-#5 GROUT SOLID.
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EXTERIOR CEILING PER SCHEDULE 2/S-3
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1-META16, TYPICAL
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STUD BEARING WALL, 2x4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPH4 TOP AND BOTTOM AT 16" O.C. PT SILL PLATE WITH 1/2"x6" EXPANSION BOLT @ 32" O.C. WITH 2" WASHER
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2X6 PT SILL BEHIND GABLE TRUSS AND OUTLOOKERS PER DETAIL 12/S-3, GABLE BRACING NOT REQUIRED
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1-MTS16, TYPICAL
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1-META16, TYPICAL
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-1B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-1B
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%%U8F8-1B
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8F8-1B, BOTTOM @ 10'-4", W/ WOOD FRAME ARCH BELOW, ADD COURSING TO 8X8 BOND BEAM W/ 1/5, TOP @ 14'-0".
STUD BEARING WALL, 2x4 SPF #2 @ 16" O.C. WITH BLOCKING AT MID POINT, SPH4 TOP AND BOTTOM AT 16" O.C. PT SILL PLATE WITH 1/2"x6" EXPANSION BOLT @ 32" O.C. WITH 2" WASHER
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%%U8F8-0B
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S-4
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1
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S-3
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13
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S-3
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12
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S-4
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1
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S-3
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13
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EXTERIOR CEILING PER SCHEDULE 2/S-3
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1-META16, TYPICAL
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SUSPENDED HEADER PER DETAIL 11/S-3
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8F16-1B/1T
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8F16-1B/1T
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8F16-1B/1T
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%%U8F8-0B
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1-META16 @ F04
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2-HETA20 @ F04
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NON-BEARING
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NON-BEARING
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY AMERICAN BUILDERS SUPPLY, JOB #: M2000219-LX, DATED: 05/07/2020, REVISION: NONE
(+37.8,-39.9) WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE C, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, H=15')
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1-META16, TYP.
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1-META16, TYP.
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1-HTS20 @ A17L THRU A22L
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HB.
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HB.
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FALSE KNEEWALL
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ROOF SHEATHING
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8d RING SHANK
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@ 6" O.C.
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16d NAILS @
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8" O.C.
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ROOF TRUSS
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BEVELED BLOCKING
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2" X ( ) BLOCKING W/ BEVEL CUT TOP, BLOCKING CAN BE ON EITHER SIDE OF TRUSS
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WHERE ROOF SHEATHING CONTACTS ONLY
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THE EDGE OF ROOF TRUSSES, INSTALL
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BEVELLED BLOCKING PER DETAIL THIS
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SHEET ( DR HORTON COMPANY REQUIREMENT)
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2-MTS16 @ A18L
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LINTELS BEAR 4" MIN. EACH END
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INSTALL META16 AT ALL TRUSSES TO 1450 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE AND SUITABLE FOR THE GEOMETRY. EMBED STRAP ON ~C OF WALL. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS. SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE ENGINEER OF RECORD. 3) WHERE EMBEDDED STRAPS ARE MISSING, OR MIS-LOCATED, INSTALL RETROFIT STRAP PER 2/S-4.
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(12) 0.162x3-1/2", EMBED 4"
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(10) 0.148x1-1/2", EMBED 4"
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(10) 0.148x1-1/2", EMBED 4"
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(9) 0.148x1-1/2", EMBED 4"
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(14) 0.162x3-1/2", EMBED 4"
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(12) 0.162x3-1/2", EMBED 4"
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FASTENER
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(8) 0.148x1-1/2", EMBED 4"
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TRUSS STRAPPING TO MASONRY
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(2)HHETA12 TO 40
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(2)HETA16 TO 40
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(2)META16 TO 40
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(2)META16 TO 40
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(1)HHETA16 TO 40
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2365 (2 PLY)
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2365 (2 PLY)
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1795 (2 PLY)
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1875 (1 PLY)
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2120
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(1)HETA16 TO 40
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(1)META16 TO 40
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CONNECTOR
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1810
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1450
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SIMPSON CATALOG C-C- 2019
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10690/SYP 10690/SPF
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4670/SYP 4015/SPF
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4235/SYP 3640/SPF
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3965/SYP 3330/SPF
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5445/SYP 5360/SPF
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10790/SYP 10790/SPF
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HTT5
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(1)HGT-2
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HTT4
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MGT (2 PLY)
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HTT5KT
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(1)HGT-3
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(26) 0.148x3" TO GIRDER,
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(18) 0.162x2-1/2", 5/8"~DATR, EPOXY 12"
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(22) 0.148x3" 5/8"~DATR, EPOXY 12"
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(26) 0.148x3", 5/8"~DATR, EPOXY 12"
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(26) SD#10x2-1/2, 5/8"~DATR, EPOXY 18"
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(16) 0.148x3" TO GIRDER,
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(2) 3/4"~DATR, EPOXY 12"
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(2) 3/4"~DATR, EPOXY 12"
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(24) 10dx1-1/2"
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INSTALL AT ALL TRUSSES TO 840 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTS20 to 30
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(4)HTS20 to 30
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(3)HTS20 to 30
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(2)HTS20 to 30
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS.
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2250
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4500
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3375
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1125
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(24) 10dx1-1/2"
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(24) 10dx1-1/2"
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(24) 10dx1-1/2"
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(1)MTS16 to 20
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(3)MTS16 to 20
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(2)MTS16 to 20
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CONNECTOR
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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@ 24" OC (LBS)
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MAX TRUSS UPLIFT
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850
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2550
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1700
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(14) 10dx1-1/2"
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(14) 10dx1-1/2"
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(14) 10dx1-1/2"
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FASTENER
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SIMPSON CATALOG C-C- 2019
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S-4
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2
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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(+37.8 -39.9)
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EMBED META16 @ ALL TRUSSES EXCEPT AS NOTED ON GIRDERS
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(+37.8 -39.9)
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(+37.8 -39.9)
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8X8 CONTINUOUS MASONRY BOND BEAM AT TOP OF WALL WITH (1) #5 BAR, PROVIDE CORNER BARS PER 8/S-3
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(+37.8 -39.9)
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1-HTT4 @ F04 W/ 5/8" ALLTHREAD, DRILL AND EPOXY 12" MIN. EMBED
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES @ 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER FBCR 702.3.5
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”
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2
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6
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DESIGN CRITERIA: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 6th EDITION (2017) RESIDENTIAL 1. FLOOR & ROOF UNIFORM LOADS: ELEVATED FLOORS: LIVE LOAD 40 PSF, DEAD LOAD 20 PSF ROOF: LIVE TOP CHORD 20 PSF LIVE BOTTOM CHORD 10 PSF (NON-CONCURRENT w/ TCLL) CEMENT ROOF TILE DEAD LOAD 25 PSF TOTAL SHINGLE/METAL ROOFING DEAD LOAD 15 PSF TOTAL MINIMUM DEAD LOAD FOR WIND: TC 5 PSF, BC 5 PSF DEFLECTION CRITERIA: FLOOR L/480 LIVE, L/360 TOTAL ROOF L/240 LIVE, L/180 TOTAL 2. WIND LOADS: WIND DESIGN PER, ASCE7-10 BASIC WIND SPEED (ASCE7-10) 170 MPH NOMINAL WIND SPEED (Vasd TABLE R301.2.1.3) 132 MPH BUILDING CATEGORY II IMPORTANCE FACTOR 1.00 EXPOSURE C MEAN ROOF HEIGHT = 15 FT ROOF PITCH 5/12 ENCLOSURE CLASS. ENCLOSED INTERNAL PRES. COEFF. +/- 0.18 WINDOW/DOOR DESIGN WIND PRESSURE, SEE TABLE IN DETAIL 3. SOFFITS - PER R703.1.2.1, ALL SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED IN TABLE R301.2(2) FOR WALLS. 3. REINFORCED CONCRETE: DESIGN AS PER ACI 318-14 REQUIRED COMPRESSIVE STRENGTH AT 28 DAYS: SLAB ON GRADE f'c = 2500 PSI 3~8" MINIMUM THICKNESS REINFORCED WITH 6x6 w1.4xw1.4 WWF OR FIBERMESH. CONVENTIONAL SHALLOW FOOTINGS f'c = 2500 PSI BEAMS AND COLUMNS f'c = 3000 PSI ALL OTHER CONCRETE (U.N.O.) f'c = 3000 PSI UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS 3" SLAB ON GRADE CENTERED BEAMS 1~8" COLUMNS 1~8" ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. REINFORCING STEEL - ASTM A615 GRADE 40 FOR #3 GRADE 60 FOR #4 TO #11 WELDED WIRE FABRIC - ASTM A185 SPLICES IN REINFORCING, SHALL BE 40 BAR DIAMETERS. NON-CONTACT LAP SPLICES MAY BE USED PROVIDED REINFORCING IS NOT SPACED MORE THAN 5" APART FOR #5 BARS. FORMWORK AND SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS REACHED AT LEAST 2/3 OF THE REQUIRED 28 DAY STRENGTH. 4. REINFORCED MASONRY: DESIGN PER ACI 530-13 REQUIRED COMPRESSIVE STRENGTHS: MASONRY WALLS f'm = 1500 PSI REINFORCING STEEL - ASTM A615 GRADE 60. SPLICES IN REINFORCING, SHALL BE 48 BAR DIAMETERS. ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90, GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. ALL CELLS BELOW FINISHED GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AT DOT LOCATIONS ON PLAN. 5. DELEGATED-ENGINEERED WOOD ROOF & FLOOR TRUSSES: ALL WOOD ROOF AND FLOOR TRUSSES SHALL BE DESIGNED BY A DELEGATED TRUSS ENGINEER PER RULE 61G15-31.003 OF THE FLORIDA ADMINISTRATIVE CODE. ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER "COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB-91." FOR OTHER BRACING REQUIREMENTS, NOTIFY ENGINEER. PROVIDE PERMANENT BRACING PER TRUSS MFR. SHOP DRAWINGS. IF PERMANENT BRACING IS NOT SPECIFIED, CONTACT ENGINEER. 6. FOUNDATION: CONVENTIONAL SHALLOW CONCRETE FOOTINGS SOIL BEARING CAPACITY 2000 PSF SOIL BEARING CAPACITY 2000 PSF THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL CONDITIONS FOR THE INTENDED STRUCTURE AND ASSUMED SOIL BEARING CAPACITY. IT IS RECOMMENDED THAT A GEOTECHNICAL FIRM BE HIRED TO PERFORM A SITE EVALUATION. 7. DIMENSIONS: VERIFY ALL DIMENSIONS WITH HOUSE PLANS. SEE HOUSE PLANS, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR EMBEDS, OPENINGS, SLEEVES, ETC. WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS. 8. MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES TEMPORARY BRACING, SHORING, GUYING OR OTHER MEANS TO SUPPORT STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. SHOP DRAWINGS: SHOP DRAWINGS SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR REVIEW FOR ALL STRUCTURAL ELEMENTS UTILIZING PREFABRICATED COMPONENTS. ONE SET OF SIGNED & SEALED TRUSS ENGINEERING SHALL BE DELIVERED TO THE ENGINEER OF RECORD FOR THE STRUCTURE PER FLORIDA ADMINISTRATIVE CODE 61G15-30.005 AND 61G15-31.003.
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NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 20' X 20' MAXIMUM SQUARES. 2) SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT.
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~w" DEEP SAWCUT w/ ELASTOMERIC SEALANT
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SLAB ON GRADE, SEE PLAN
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%%USLAB SAWCUT DETAIL
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SCALE: NTS
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%%UCORNER BARS
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SCALE: NTS
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%%USTEP FOOTING
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SCALE: NTS
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FINISHED GRADE, SEE SITE PLAN
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3" CLEAR COVER TO REINFORCING
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EMBED DOWELS 5" WITH 10" STD HOOK
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MONOLITHIC FOOTING, SEE PLAN
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DOWEL TO MATCH WALL REINFORCING, LAP 25"
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VARIES
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%%UMONOLITHIC FOOTINGS
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SCALE: 3/4" = 1'-0"
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%%UINTERIOR
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B
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A
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%%UEDGE
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%%UGARAGE
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D
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%%USTEPDOWN
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C
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3" COVER
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MAINTAIN FOOTING WIDTH & DEPTH AT ALL VERT. AND HORIZ. SEGMENTS
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FOOTING REINF., SEE PLAN. LAP 40 BAR DIAMETERS
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MAINTAIN RUN TO RISE OF 2:1 OR MORE
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%%UFOOTING
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%%UPLAN VIEW
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FOOTING REINF., SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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CONCRETE FOOTING, SEE PLAN
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%%URETROFIT UPLIFT CONNECTOR SCHEDULE
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UCORNER
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%%UCORNER BAR DETAIL IN BOND BEAMS
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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#5 CORNER BAR, 25"x25"
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MASONRY BOND BEAM, TYPICAL
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%%UINTERSECTION
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NOTE: THIS BUCK FASTENING DETAIL IS INTENDED FOR FLANGED WINDOW/DOOR PRODUCTS THAT FASTEN THRU THE FLANGE WITH WOOD SCREWS TO THE BUCK. FOR WINDOW/DOOR PRODUCTS THAT DO NOT HAVE A FLANGE AND FASTEN INSTEAD OUTWARD THRU THE FRAME, USE MASONRY SCREWS PER MFR. THAT ARE LONG ENOUGH TO PENETRATE 2-1/4" INTO THE MASONRY. IN THIS CASE, THE BUCK MATERIAL IS SIMPLY A SPACER AND MAY BE 1x4 OR 1x6 OR OMITTED ENTIRELY AND THE SPACER MAY BE TACKED IN PLACE WITH MASONRY NAILS OR PINS.
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%%UBUCK FASTENING
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8" CMU WALLS
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~4"x3~w" TAPCON @ 24" OC, 3 SCREWS MIN. (SEE NOTE)
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2x4 or 2x6 P.T. BUCK @ FLANGED WINDOWS (SEE NOTE)
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8" CMU, SEE PLAN FOR REINFORCING
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%%UGARAGE DOOR
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~8"~D EXPANSION BOLT, 4" MIN. EMBEDMENT, SPACE 24" OC AND 12" FROM TOP & BOT.
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2x8 OR 2x6 P.T. SYP#2
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2x2x~2" WASHER
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APPROVED ISOLATION PLATE
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8"x8" CONTINUOUS MASONRY BOND BEAM w/ 1-#5, GROUT SOLID. PROVIDE CORNER BARS PER DETAIL 6/S-3
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#5 VERT. IN GROUTED CELL AT DOT LOCATIONS ON PLAN (48" OC MAX EXTERIOR)
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EMBEDDED STRAP AT EACH ROOF TRUSS, SEE ROOF PLAN. BREAK OUT WEB OF BLOCK AS NEEDED TO PROPERLY LOCATE EACH STRAP.
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#5 VERTICAL SHALL HAVE 7" STANDARD HOOK INTO TOP OF BOND BEAM
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SOFFITS SHALL MEET WIND DESIGN PRESSURES PER R703.1.2.1. FOR FIELD FRAMING, SEE TABLE 2/S-3.
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WOOD TRUSSES @ 24" OC, DESIGNED BY DELEGATED TRUSS ENGINEER
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ROOF SHEATHING, SEE SCHEDULE 2/S-3
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5
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TRUSS BEARING
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SEE PLAN
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2x_ SUBFASCIA w/ 2-16d TO EACH TRUSS
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8"x8" BOND BEAM w/ 1-#5
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#5 VERTICAL IN GROUTED CELL AT DOT LOCATIONS ON PLAN
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7" STANDARD HOOK INTO TOP OF BOND BEAM (MAY USE 7"x25" BENT BAR)
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#5 VERT. AT INTERSECTION OF BOND BEAM w/ 7" HOOK AT TOP
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HOOK BAR INTO TOP OF UPPER BOND BEAM
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%%USTEPPED BOND BEAM & REINFORCING
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MASONRY WALL
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VERTICAL BAR IN GROUTED CELL, SEE PLAN
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SCALE: 3/4" = 1'-0"
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UPPER BOND BEAM, SEE PLAN
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LAP CORNER BARS 40 BAR DIAMETERS
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BEARING
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HOOK OR CORNER BAR
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VERTICAL BOND BEAM, 8"x8" CMU w/ #5 VERTICAL
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LINTEL AT LANAI OR ENTRY, '8F16-1B/1T' (8"x16" FILLED SOLID, 1#5 BOTTOM, 1-#5 TOP)
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3-16d TO WEBS
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SCALE: 3/4" = 1'-0"
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EXTERIOR SHEATHING PER 3/S-1
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%%UTRUSS PERPENDICULAR TO WINDOW
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%%USUSPENDED HEADER AT MITERED GLASS
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5-16d INTO BLOCKING AT TOP AND BOTTOM OF ROOF TRUSSES
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5-16d INTO TOP & BOTTOM CHORD OF TRUSS
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EXTERIOR SHEATHING PER 3/S-1
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SEE PLAN
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MITERED GLASS WINDOW, FASTEN PER MFR. SPECS.
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2x8 DOWN FRAME STUD @ 24" OC
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SEE PLAN
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SEE PLAN
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2x8 DOWN FRAME STUD @ 24" OC
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%%UTRUSS PARALLEL TO WINDOW
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3-16d TYPICAL
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TRUSS, SEE LAYOUT
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2X4 BLOCKING BETWEEN ROOF TRUSSES
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NAIL PLYWOOD TO BLOCKING w/ 4-8d NAILS
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TRUSS, SEE LAYOUT
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MITERED GLASS WINDOW, FASTEN PER MFR. SPECS.
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THIS DETAIL ONLY USED FOR MITERED GLASS WINDOW OPTION
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SCALE: 3/4" = 1'-0"
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%%UTRUSS STRAP TO BOND BEAM
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At Exterior Stud Walls and Gable Ends with Wall Sheathing, apply plaster over metal lath over water resistive barrier as follows: Plaster R703.7.2: 3-coat 7/8" thick : 3-coat 7/8" thick thick portland cement based plaster per ASTM C926. Metal Lath R703.7.1: Self furring paper : Self furring paper backed 2.5lb diamond mesh metal lath per ASTM C847, G60 galvanized, fastened per ASTM C1063 with 1-1/2” long, 11 gage nails with 7/16” head head (roofing nails) at 7” oc, or 1-1/2” long, oc, or 1-1/2” long, long, 16 gage staples at 6” oc, into the oc, into the framing members (ie, the nails or staples must align with and penetrate 3/4” into the framing studs). into the framing studs). Water Resistive Barrier (WRB) R703.7.3: : Water-resistive vapor-permeable barrier with a performance at least equivalent to 2 layers of Grade D paper. The individual layers shall be installed independently. An approved house wrap may be used for the 1st layer and metal lath with approved paper backing may be the 2nd layer (Note: ZIP wall sheathing with seam tape qualifies as the first layer).
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SHEATHING SCHEDULE
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FLOOR
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N/A
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EXTERIOR STUD WALL
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ROOF
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EXTERIOR CEILING AND SOFFIT
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OPTIONS: 1) 1x4 STRIPPING @ 16"OC w/ 2-8d NAILS TO EACH TRUSS, ~0" EXTERIOR GYPBOARD CEILING, FASTEN w/8d NAILS OR 1~0" DRYWALL SCREWS @ 6"OC EDGE & FIELD. 2) ~6" BC PLYWOOD NAILED w/ 6d COMMON @ 6" OC EDGE & FIELD. 3) VINYL OR ALUMINUM PERFORATED SOFFIT INSTALLED PER MANUFACTURER INSTRUCTIONS TO MEET WIND PRESSURES PER R703.1.2.1.
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A.P.A. RATED SHEATHING, EXPOSURE 1, SPAN RATING 24/16 OR BETTER. FASTEN WITH 8d RING SHANK NAILS @ 6" O.C. EDGE AND 6" O.C. FIELD.
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(RING SHANK NAILS PER R803.2.3.1: 0.113" NOMINAL SHANK DIAMETER, RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER FULL ROUND HEAD, 2" NAIL LENGTH)
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NOTE: EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED : EXTERIOR CEILINGS AND SOFFITS 1) AND 2) SPECIFIED HERE MEET THE DESIGN WIND PRESSURES PER R703.1.2.1.
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7/16" ZIP SYSTEM WALL SHEATHING BY HUBER ENGINEERED WOODS LLC, NAILED W/ 8d COMMON WIRE @ 6" O.C. EDGE AND 6" O.C. FIELD. PROVIDE 2x4 BLOCKING AT ALL JOINTS. INSTALL SHEATHING AND SEAM TAPE IN STRICT ACCORDANCE WITH MFR. WRITTEN INSTRUCTIONS.
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(WHEN ~8" ZIP BRAND ROOF SHEATHING IS USED, H-CLIPS ARE NOT REQUIRED) REQUIRED)
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NOTES: 1) WHERE EMBEDDED STRAP IS MISSING OR MIS-LOCATED, PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE SIMPSON STRONG TIE. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH SIMPSON PRINTED INSTRUCTIONS.
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1-MTSM16 or 20
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2-LGT2
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HGT-2/3
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2-HTSM16 or 20
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CONNECTOR
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1-HTSM16 or 20
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RETROFIT STRAPS TO CONCRETE/MASONRY
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TO 10530
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TRUSS UPLIFT (LBS)
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TO 840
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TO 4300
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TO 2090
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TO 3480
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TO 1045
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@ 24" OC
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HTT16
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7-10dx1~8", 4-~4x2~4 TITEN
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EPOXY 12" EMBED WITH SIMPSON SET.
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8-10dx1~8", 4-~4x2~4 TITEN
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8-10dx1~8", 4-~4x2~4 TITEN
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16-16d, 7-~4"x2~4" TITEN
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18-16d, ~0"~D ALLTHREAD, DRILL
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& EPOXY 10" EMBED w/ SIMPSON SET.
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TWO ~w"~D ALTHREAD, DRILL &
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SCALE: NTS
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%%UROOF DECK NAILING PATTERN
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5
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+37.8 -39.9
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(Vasd=132 MPH, RISK CAT II, ENCLOSED, kd=0.85, h=15')
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INTERIOR ZONE 4
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+37.8 -39.9
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(SEE PLAN FOR OTHER SPECIFIC PRESSURES)
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1) TABLE MAY BE USED FOR ANY SIZE WINDOW OR DOOR IN EACH TYPE. 2) USE "INTERIOR ZONE 4" PRESSURES UNLESS WINDOW OR DOOR IS LOCATED WITHIN THE "END ZONE 5" (SEE DIAGRAM BELOW), THEN USE THE HIGHER PRESSURES UNDER THE "END ZONE 5" COLUMN. 3) ALL GLASS / GLAZING SHALL BE IMPACT RATED OR USE IMPACT RATED SHUTTERS. 4) SUBMIT PRODUCT APPROVALS TO THE BUILDING DEPARTMENT AS REQUIRED BY THE LOCAL JURISDICTION. 5) MANUFACTURED SOFFIT PRODUCTS SHALL BE INSTALLED PER MFR ENGINEERING SPEC SHEETS.
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WINDOW/DOOR/SOFFIT DESIGN WIND PRESSURES
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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WIND PRESSURES PER ASCE7-10, 170 MPH, EXPOSURE C, AND CONVERTED
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* ON IRREGULAR SHAPED BUILDINGS, THERE IS NO GUIDANCE IN THE CODE FOR HOW FAR A CORNER MUST PROTRUDE FROM THE MAIN BUILDING TO BE CONSIDERED 'ZONE 5'. WE HAVE CHOSEN >15'. THIS IS SUBJECT TO JUDGEMENT CALL BY THE AUTHORITY HAVING JURISDICTION.
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IN ZONE 5, MANUFACTURED SOFFIT PRODUCTS MAY REQUIRE ADDITIONAL BATTONS OR FASTENING PER MFR ENGINEERING SPEC SHEETS TO MEET THE PRESSURE REQUIREMENTS.
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%%UPLAN
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%%UHOUSE
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%%UTYPICAL
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5
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8' OR 9' GARAGE DOORS
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TYPICAL WINDOWS & DOORS
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16' OR 18' GARAGE DOORS
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SOFFIT
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TYPE
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END ZONE 5 PRESSURES OCCUR AT "PRIMARY" OUTSIDE CORNERS OF BUILDING (BOLD LINES)
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FACE OF WALL
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MEASURED FROM
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ZONE
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4
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INTERIOR ZONE 4 PRESSURES
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5
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5
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5
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5'-0"
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WIDTH = ______
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4
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5
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+37.8 -49.6
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END ZONE 5
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+37.8 -49.6
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+33.4 -37.8
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+31.9 -35.6
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END
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%%UTYPICAL
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%%UPLAN
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%%UHOUSE
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8d RING SHANK NAILS 6" O.C. EDGE AND 6" OC FIELD. ENSURE THAT ALL NAILS PENETRATE THE TOP CHORD OF THE TRUSS WITHOUT SPLITTING.
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(IN >165 MPH ZONE ONLY) 4" O.C. EDGE NAILING IN 5'-0" BAND AT GABLE ENDS
