11'-4"FLAT CEILING EXPOSED TO WIND 8'-8" FLAT CEILING EXPOSED TO WIND 8'-8" FLAT CEILING 8'-8" FLAT CEILING 8'-8" FLAT CEILING 8'-8" FLAT CEILING 8'-8" FLAT CEILING 8'-8" FLAT CEILING 9'-4" FLAT CEILING U:1650 U:1650 U:1719 U:1108 U:1299 D2 D2 D2 D2 CJ1 CJ3 CJ1 CJ3 A10 A7A A5A A4A A3A A2 A1 A9 A7 A5 A4 A3 A2 HJ7 H J 7 EJ7 EJ7 EJ7A EJ7A EJ7A EJ7A CJ1 CJ3 CJ1 CJ3 EJ7 EJ7 EJ7 EJ7 EJ7A CJ1 CJ3 CJ1 CJ3 EJ7A H J 7 CJ5 EJ7 EJ7 EJ7 CJ5 F3 HJ5 H J 5 EJ5 CJ1 CJ3 CJ1 CJ3 EJ5 CJ1 CJ3 CJ1 CJ3 F1 F2 A1 CJ5 EJ7 CJ5 CJ5 CJ5 D1 D3 H J 7 H J 7 EJ7 EJ7 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 EJ7 EJ7 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 G1 G2 G3 HJ5 CJ1 CJ3 CJ1 CJ3 CJ5 D4 D5 EJ3 EJ3 EJ3 V6 V10 V3 8-04-00 5-07-00 5-08-00 9-11-00 12-00-00 16-01-00 38-00-00 5-00-00 5-00-00 10-00-00 7-00-00 25-00-00 7-00-00 39-00-00 6-04-00 11-08-00 3-00-00 38-00-00 12-00-00 1-00-00 12-00-00 7-00-00 21-00-00 5-00-00 16-00-00 7-00-00 60-00-00 20-00-00 5-00-00 7-00-00 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 1-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 7-00-00 1-00-00 2-00-00 19-08-00 19-04-00 7460 (1) PLY FLR. TRUSS 2245 THD28 0 CORNER HIP (1) PLY K Q O H 0 R 0 MSH422IF F 765 9100 2385 0 3235 2435 0 M 1250 CORNER HIP THD26,THD28 THD46 0 N/A THDH26-2 I THD26-2, THD28-2 THDH26-2, THDH28-2 0 H F USP ROOF AND FLOOR TRUSS HANGER SCHEDULE 2245 0 QTY/FL A 0 0 1530 / 3485 A* QTY/RF E 1250 / 1555 0 2680 JUS24 (3) PLY N 7460 3895 / 4680 THDH26-3, THDH28-3 THDH28-4 SIMILAR 725 R 0 4095 THD26-2 P 0 2155 3235 865 2980 4355 7460 C 0 865 0 THD26 7460 3410 O M 0 0 0 0 G 0 4355 C MSH426 J N E 1235 / 2140 0 JUS24 3820 HJC26 765 S 2245 N/A 1440 0 2940 I 0 9100 J D 2790 ID L 1760 0 MODEL 1855 0 3265 Q 1840 (1) PLY B 960 THDH28-2 ROOF 1855 1055 N/A 3200 / 3600 THDH6710 THDH28-3 D 0 490 1515 / 2175 1550 0 0 0 0 G FLOOR MSH422, MSH426 MSH422IF SIMILAR HJC26 0 895 3820 THD46 A 0 2155 0 2940 5230 S NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION 1760 N/A 1055 B 0 UPLIFT MSH422 K 3600 1250 THDH26-3 (2) PLY THD28-2 4310 / 4680 2245 (1) PLY FLR. TRUSS 2435 SYMBOL 1440 0 1855 A* 0 L P 5320 2x4 T.C. MIN. 12" O/H TILE ROOF TYP. ROOF TRUSS END DETAIL 12 N.T.S. 4-1/16" 8" BRG. 5 8'-8" BEARING HT. 11'-4" BEARING HEIGHT BEARING HEIGHT SCHEDULE REVISIONS No. DATE NOTES BY CAUTION!!! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-B1 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING BACK CHARGES WILL NOT BE ACCEPTED REGARDLESS OF FAULT WITHOUT PRIOR NOTIFICATION BY CUSTOMER WITHIN 48 HOURS AND INVESTIGATION BY Builders First Source. NO EXECPTIONS. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL CONNECTIONS OTHER THAN TRUSS TO TRUSS, GABLE SHEAR WALL, AND CONNECTIONS. TEMPORAY AND PERMANENT BRACING, AND CEILING AND ROOF DIAPHRAM CONNECTIONS. 6850 Taylor Road Punta Gorda, Fl. 33950 Phone: 941-575-2250 / Fax:941-575-0319 IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan. SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE BEEN ACCEPTED. By _________________________Date___________ NOTES: 1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS. 2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY. 3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE. 4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE. 5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS. 6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE. DATE DRAWN 1/8/2018 DATE PRINTED 6/7/2018 MASTER JOB No. WIND LOAD 160 MPH EXPOSURE CATEGORY C OCCUPANCY CATEGORY II IMPORTANCE FACTOR 1.0 WIND DURATION FACTOR 1.60 OPENING CONDITIONS ENCLOSED GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS DESIGN CODE FBC2017/TPI2014 WIND CODE MWFRS (Directional)/C-C HYBRID WIND ASCE 7-10 TRUSS LOADING ROOF TCLL 20 PSF TCDL 20 PSF BCLL 0 PSF BCDL 10 PSF TOTAL 50 PSF DURATION 1.25 TCDL / TO RESIST UPLIFT 5 PSF BCDL / TO RESIST UPLIFT 5 PSF TRUSS LOADING ROOF PITCH 5/12 CEILING PITCH FLAT TOP CHORD SIZE 2 x 4 MIN. BOTTOM CHORD SIZE 2 x 4 MIN. OVERHANG LENGTH 12" CANTILEVER N/A END CUT PLUMB FLOOR TRUSS SPACING N/A ROOF TRUSS SPACING 24" ROOF PITCH BUILDER DR Horton PROJECT Express Homes MODEL 1478 B 150 EXP C LH ADDRESS -- CITY, STATE --, FL. LOT -- COUNTY -- DRAWN BY D.W. ENG. BY D.W.
BEARING HEIGHT SCHEDULE 11'-4 BEARING HEIGHT · G.C.D. # : 10357 1478 EXPRESS MODEL: BLOCK : 4 ADDRESS: 8350 TORTOISE ISLE CT. JSL J.W.C. SPEC. This signature and seal is for work
NOTE: UPLIFT VALUE FOR THA422, THAC422, THA426 HANGERS APPLY ONLY TO FACE MOUNT ISTALATION
1760
N/A
1055
B
0
UPLIFT
MSH422
K
3600
1250
THDH26-3
(2) PLY
THD28-2 4310 / 4680
2245
(1) PLY FLR. TRUSS
2435
SYMBOL
1440
0
1855
A*
0
L
P
5320
2x4 T.C. MIN.
12" O/H
TILE ROOF
TYP. ROOF TRUSS END DETAIL
12
N.T.S.
4-1/16"
8" BRG.
5
8'-8" BEARING HT.
11'-4" BEARING HEIGHT
BEARING HEIGHT SCHEDULE
REVISIONS
No. DATE NOTES BY
CAUTION!!!
DO NOT ATTEMPT TO ERECT TRUSSESWITHOUT REFERRING TO THE ENGINEERINGDRAWINGS AND BSCI-B1 SUMMARY SHEETS.
ALL PERMANENT BRACING MUST BE INPLACE PRIOR TO LOADING TRUSSES. (ie.SHEATHING, SHINGLES, ETC.)
ALL INTERIOR BEARING WALLS MUST BE INPLACE PRIOR TO INSTALLING TRUSSES.
REFER TO FINAL ENGINEERING SHEETS FORTHE FOLLOWING.
1) NUMBER OF GIRDER PLIES AND NAILINGSCHEDULE.
2) BEARING BLOCK REQUIREMENTS.
3) SCAB DETAILS (IF REQUIRED)
4) UPLIFT AND GRAVITY REACTIONS.
WARNINGBACK CHARGES WILL NOT BEACCEPTED REGARDLESS OF FAULTWITHOUT PRIOR NOTIFICATION BYCUSTOMER WITHIN 48 HOURS ANDINVESTIGATION BY Builders First Source.NO EXECPTIONS.
THE GENERAL CONTRACTOR ISRESPONSIBLE FOR ALL CONNECTIONSOTHER THAN TRUSS TO TRUSS, GABLESHEAR WALL, AND CONNECTIONS.TEMPORAY AND PERMANENT BRACING,AND CEILING AND ROOF DIAPHRAMCONNECTIONS.
6850 Taylor Road Punta Gorda, Fl. 33950Phone: 941-575-2250 / Fax:941-575-0319
IMPORTANT
This Drawing Must Be Approved And ReturnedBefore Fabrication Will Begin. For Your ProtectionCheck All Dimensions And Conditions Prior To
Approval Of Plan.SIGNATURE BELOW INDICATES ALL NOTESAND DIMENSIONS HAVE BEEN ACCEPTED.
By _________________________Date___________
NOTES:1) ALL DIMENSIONS ARE FEET-INCHES-SIXTEENTHS.2) DO NOT CUT OR ALTER TRUSSES IN ANY WAY.3) ALL REACTIONS ARE UNDER 5000 LBS. UNLESS NOTE OTHERWISE.4) ALL UPLIFTS ARE UNDER 1000 LBS. UNLESS NOTED OTHERWISE.5) FRAMING REQUIRED BELOW TRUSSES TO GET DESIRED CEILING CONDITIONS.6) ONLY TRUSS TO TRUSS CONNECTIONS SUPPLIED W/ TRUSS PACKAGE.
DATE DRAWN 1/8/2018
DATE PRINTED 6/7/2018
MASTERJOB No.
WIND LOAD 160 MPH
EXPOSURE CATEGORY C
OCCUPANCY CATEGORY II
IMPORTANCE FACTOR 1.0
WIND DURATION FACTOR 1.60
OPENING CONDITIONS ENCLOSED
GENERAL TRUSS ENGINEERING CRITERIA & DESIGN LOADS
TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORDLIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS
DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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FRONT ELEVATION: "B"
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%%u%%OREAR ELEVATION:%%O "B"
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%%U%%OLEFT SIDE ELEVATION:%%O "B"
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%%U%%ORIGHT SIDE ELEVATION:%%O "B"
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TILE ROOF OR SHINGLE ROOF
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TOP OF FINISH FLOOR
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ELEV. 0'-0" A.F.F.
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TOP OF FINISH FLOOR
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ELEV. 0'-0" A.F.F.
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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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TILE ROOF OR SHINGLE ROOF
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12
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5
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12
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5
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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TOP OF FINISH FLOOR
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ELEV. 0'-0" A.F.F.
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TILE ROOF OR SHINGLE ROOF
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12
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5
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12
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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SCORED BAND
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SAND FINISH
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SCORED BAND
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SAND FINISH
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TILE ROOF OR SHINGLE ROOF
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5
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ELEV. 0'-0" A.F.F.
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TOP OF FINISH FLOOR
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ELEV. 0'-0" A.F.F.
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6" DECOR BAND
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SAND FINISH
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12
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12
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TOP OF GARAGE BOND
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ELEV. 8'-8" A.F.F.
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TOP OF BOND BEAM
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ELEV. 11'-4" A.F.F.
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ELEV. 8'-8" A.F.F.
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TOP OF BOND BEAM
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ELEV. 8'-8" A.F.F.
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TOP OF BOND BEAM
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TOP OF BOND BEAM
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ELEV. 8'-8" A.F.F.
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TOP OF BOND BEAM
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ELEV. 8'-8" A.F.F.
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4" DECOR BAND
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SAND FINISH
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8" DECOR BAND
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SAND FINISH
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6" DECOR BAND
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SAND FINISH
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RAISED
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RAISED
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RAISED
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RAISED
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TO FINISH FLOOR
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TO GRADE
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35 SH
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35 SH
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2 - 4068 SLD. GLS. DRS.
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16'-0" X 7'-0" O.H. GARAGE DR.
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35 SH
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3068 DR. W/ TRANSOM ABOVE
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25 SH
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25 SH
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1/2 34 SH
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DECORATIVE TEXTURE FIN. ON CONC BLK WALL
DATE:
1/4" = 1'-0"1/4" = 1'-0"
FOUNDATION
06-20-18
A2-B
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
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SINK W/ DISP.
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ELEVATION @ 0'-0"
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ELEV @ 0'-(-4")
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2" SLOPE
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PROVIDE 1/4" WATER
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LINE @ REF. SPACE
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FOR ICE MAKER
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) FOOTING MAY BE STEPPED DOWN TO ACCOMODATE SLOPE IN FINISHED GRADE PER DETAIL 6/S-1. 3) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 4) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 5) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 6) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 7) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 8) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-1 AND TABLE 2 ON A-6.
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PAD FOOTING SCHEDULE
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1'-2"
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1'-2"
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1'-0"
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1'-0"
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1'-0"
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DEPTH
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E
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D
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5'-0"
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4'-0"
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5'-0"
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4'-0"
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C
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A
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B
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USED
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TYPE
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3'-6"
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2'-6"
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3'-0"
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WIDTH
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3'-6"
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2'-6"
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3'-0"
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LENGTH
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6-#5
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5-#5
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6-#5
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5-#5
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-
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-
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SHORT WAY
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4-#5
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3-#5
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4-#5
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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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LONG WAY
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REMARKS
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-
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-
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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%%uFOUNDATION PLAN
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SCALE: 1/4" = 1'-0"
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#5 BAR IN GROUTED CELL,
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INTO TOP OF BOND BEAM
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LAP 25" WITH #5 DOWEL
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OUT OF SLAB, WITH 7" HOOK
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%%U%%OFOUNDATION PLAN "B":%%O
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SCALE: 1/4"=1'-0"
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4'-0" O.C. MAX
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 8'-8". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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F3
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16'-0" X 7'-0" O.H. GARAGE DR.
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6" X12" RECESS
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A
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F3
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F3 W/ CURB
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F3 W/ CURB
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A
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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
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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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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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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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SAND
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H.B & SUPPLY
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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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F6A
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F3
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F3
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F3
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P
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ELEV @ 0'-(-4")
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5'-0" TUB
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DW
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A/H
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A
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HB
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A
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A
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PAVERS BY OTHERS
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P
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P
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P
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SAWCUT
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SLAB PER
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DETAIL 5/S-1
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F3
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HB
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SEE DETAIL
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WASHER
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DRYER
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A/C COMPRESSOR SHALL BE INSTALLED AT OR ABOVE FLOOD ELEV.
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2X8 PT BUCK
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FASTEN PER 7/S-1
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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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%. PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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RECESS SGD 1-1/2" FOR CONCRETE LANAI. RECESS 2-1/2" FOR PAVER LANAI OR WHERE IMPACT WINDOWS ARE REQUIRED.
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SHOWER W/ FIBERGLASS PAN
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1-#5
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CONT.
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0'-8"
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TE
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0'-8"
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NOTE: REINFORCING IN FOOTINGS SHALL BE CONTINUOUS AT CORNERS AND INTERSECTIONS. ADD CORNER BAR 25"x25" AT EACH LONGITUDINAL BAR PER 6/S-1.
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1'-8"
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1'-0"
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WALL FOOTING SCHEDULE
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0'-10"
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0'-8"
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DEPTH
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1'-8"
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F6A
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F5
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F4
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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'-0"
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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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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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BOTTOM
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REINFORCING
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2-#5
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2-#5
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ADD CURB TO
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GARAGE, SEE
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DETAIL
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8"
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8"
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1-#5
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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F3
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F3
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16X16 MASONRY COLUMN W/ 4 #5 VERTICAL
DATE:
06-20-18
A3-B
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: T
OWN
LAKE
S
RESI
DENC
E FO
R:
G.C.
D. #
: 103
57
LOT:
43
1478
EXP
RESS
MOD
EL:
BLOC
K : 4
ADDR
ESS:
8350
TOR
TOIS
E IS
LE C
T
JSL
1/4" = 1'-0"
FLOOR
J.W.C.
SPEC
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
D R HORTON
D R HORTON
D.R.
H. #
: 579
2601
40
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%%U%%OFLOOR PLAN "B":%%O
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SCALE: 1/4"=1'-0"
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%%u%%oMASTER SUITE
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8'-8" FLAT CLG.
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%%u%%oKITCHEN
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8'-8" FLAT CLG.
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%%u%%oBEDROOM #2
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8'-8" FLAT CLG.
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%%u%%oBEDROOM #3
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8'-8" FLAT CLG.
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%%u%%oENTRY
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%%u%%oFOYER
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%%u%%oLIVING ROOM
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8'-8" FLAT CLG.
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W/ ICE LINE
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REF. SPACE
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DW.
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36" X 22"
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ATTIC
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ACCESS
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SINK W/ DISP.
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BETTER INSULATION
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MINIMUM R-13 OR
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36" X 36 A/C
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UNIT PAD
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DRYER
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V.T.R.
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16'-0" X 7'-0" O.H. GARAGE DOOR
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5'-0" TUB
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FIBERGLASS
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12" VINYL SH
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CONCRETE BY OTHERS
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1
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CEILING
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1
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3
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FOYER DETAIL
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1
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3
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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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MIR.
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%%U%%OBATH #2
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A/H
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%%U%%OLAUNDRY
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%%u%%oGARAGE
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8'-8" FLAT CLG.
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%%U%%OMASTER SUITE
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1/2 34
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35 SH
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35 SH
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35 SH
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25 SH
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25 SH
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25 SH
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B
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B
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A
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A
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C
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B
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A
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2
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O.H. CABINET
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RANGE W/
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MICRO/VENT
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12" VINYL SH
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8'-8" FLAT CLG.
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MIR.
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3880 ARCH
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EGRESS
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ESCAPE
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6" STUD WALL
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6" STUD WALL
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8'-8" FLAT CLG.
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HB
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ENTRY AREA -------------------------------- 44
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GARAGE AREA ------------------------------ 399
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TOTAL AREA ------------------------------ 2041
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SQUARE FOOTAGE
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LIVING AREA ----------------------------- 1,478
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LANAI AREA -------------------------------- 120
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%%U%%OLANAI
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8'-8" FLAT CLG.
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CONCRETE BY OTHERS
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12" VINYL SHELF
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HB
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36" X 36 A/C
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UNIT PAD
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ALTERNATE LOCATION
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W/ SITE PLAN
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PANTRY
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4- 16" SHLV
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LINEN
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16" SHLV.
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(4)
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DOOR HEADERS
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8'-0" SWING
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6'-8" SWING
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6'-8" BIFOLD
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HEADER HEIGHT
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HEADER HEIGHT
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HEADER HEIGHT
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98 1/2" A.F.F.
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82 1/2" A.F.F.
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82" A.F.F.
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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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FRAMERS NOTES: NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING ON STUDS SHALL NOT EXCEED 24" O.C. NON BEARING WALLS ONLY.
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6" WALL
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B.F.
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2
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2
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5
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2
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B.F.
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5
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B.F.
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5
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B.F.
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5
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2
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3
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2
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B.F.
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5
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B.F.
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5
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2
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B.F.
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5
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B.F.
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5
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30" X 22"
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ATTIC
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ACCESS
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2
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WASHER
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DRYER
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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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NOTES
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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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GUEST BATH UPPER BASE- TOP @31"
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MASTER BATH UPPER BASE- TOP @35"
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CABINET BACKING
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LAUNDRY RM. UPPER TOP @84" BASE
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KITCHEN UPPER TOP @ 54", 84" & 90" BASE TOP @35"
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2-4068 SL. GL. DR.
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B
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NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THEN " GYPSUM BOARD 12" GYPSUM BOARD APPLIED TO THE GARAGE SIDE
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LV. = LOUVERED DOOR
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LV.
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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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**** 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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A SEPARATE PERMIT IS REQUIRED
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FOR GAS PIPING.
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT DOOR. (PER FLORIDA BUILDING CODE-R308.4.2)
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NOTE:
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PROVIDE SAFETY GLAZING AT BATH/SHRW.
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SHALL COMPLY WITH R 308.4.5
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2017 ACCESSIBLE
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WIDTH
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HEIGHT
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MARK
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SIZE
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ZONE
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CODE
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DESCRIPTION
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PRODUCT
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OVERHEAD
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1
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QTY
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1
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2
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192
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84
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W/ TRANSOM ABOVE
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3068 EXT.
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36
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80
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1
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DOOR
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WIND
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PRESSURE
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5
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4
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WIND-BORNE
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DEBRIS PROTECTION
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MARK
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SIZE
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ZONE
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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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25
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SH
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5
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35
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SH
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4
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WIND
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PRESSURE
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A
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5
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4
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5
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4
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5
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4
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2-4068
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WIND-BORNE
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DEBRIS PROTECTION
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3
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3
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1/2 34
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SH
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1
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1
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8
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4&5
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GARAGE DOOR ASSUMES 2' IN ZONE 5.
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GARAGE DOOR
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SHUTTERS
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SL. GL. DOOR
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SHUTTERS
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SHUTTERS
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SHUTTERS
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+28.2/-31.5
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+33.5/-44.8
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+33.5/-36.3
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+29.4/-33.3
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED
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TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR.
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Vasd=124 MPH
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Vasd=124 MPH
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ROD W/ CURTAIN
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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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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SAFETY GLAZED
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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11'-4" FLAT CLG.
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3068 DR. W/ TRANSOM ABOVE
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TOP PLATE W/ RAISED BAR.
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AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG
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SHOWER W/ FIBERGLASS PAN
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34 1/2" KNEE WALL W/ LEVEL COUNTER TOP.
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%%UPLAN NOTES:
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1.) SEE EXTERIOR ELEVATION SHEET FOR DETAILS OF
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ALTERNATE WINDOW ARRANGEMENTS, ENTRY WALKS
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AND ADDITIONAL WALKS.
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2.) KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4
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3.) MEDICINE CABINETS OPENING 14x18 TOP OF
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OPENING @ 72" / 5" OFF WALL.
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4.) JOB MUST BE BROOM SWEPT EVERYDAY.
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5.) VERIFY ROUGH OPENING DIMENSIONS FOR ALL
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WINDOWS AND DOORS.
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6.) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD
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GARAGE DOOR HARDWARE.
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7.) INSTALL SMOOTH WALLS IN KITCHEN AND ALL
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BATHROOM AREAS.
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8.) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES
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W/ LEVEL COUNTER TOP
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RESISTANT PER SEC. 702.3.5.
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34 1/2" KNEE WALL
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-44.8
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+33.5/-36.3
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+33.5/-44.8
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+33.5/-36.3
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+29.4/-33.3
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EGRESS
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EGRESS
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EGRESS
DATE:
06-20-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: T
OWN
LAKE
S
RESI
DENC
E FO
R:
G.C.
D. #
: 103
57
LOT:
43
1478
EXP
RESS
MOD
EL:
BLOC
K : 4
ADDR
ESS:
8350
TOR
TOIS
E IS
LE C
T
A4-B
JSL
J.W.C.
ROOF FRAMING
1/4"=1'-0"
SPEC
This
sign
atur
e an
d se
al is
for w
ork
perf
orm
ed b
y th
e St
ruct
ural
Eng
inee
r of R
ecor
d(S
ER) r
elat
ed to
Stru
ctur
al E
ngin
eerin
g on
ly.
No
wor
k w
as p
erfo
rmed
by
the
SER
inot
her d
isci
plin
es su
ch a
s arc
hite
ctur
al, m
echa
nica
l, pl
umbi
ng, e
lect
rical
, fire
, life
safe
ty, a
cces
sibi
lity,
ene
rgy,
site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
D.R.
H. #
: 579
2601
40
D2
D2
D2
D2
CJ1
CJ3
CJ1
CJ3
A10
A7A
A5A
A4A
A3A
A2
A1
A9
A7
A5
A4
A3
A2
HJ7 HJ7EJ7
EJ7
EJ7A
EJ7A
EJ7A
EJ7A
CJ1
CJ3
CJ1
CJ3
EJ7
EJ7
EJ7
EJ7
EJ7A
CJ1
CJ3
CJ1
CJ3
EJ7A
HJ7CJ5EJ7
EJ7
EJ7
CJ5
F3
HJ5 HJ5EJ5
CJ1
CJ3
CJ1
CJ3
EJ5
CJ1
CJ3
CJ1
CJ3
F1
F2
A1
CJ5EJ7
CJ5
CJ5
CJ5
D1
D3
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
G1
G2
G3
HJ5CJ1
CJ1
CJ3
CJ5
D4
D5
EJ3
EJ3
EJ3
V6
V10
V3
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%%u%%oROOF PLAN:%%O "B"
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SCALE: 1/4"=1'-0"
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S-1
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11
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RIDGE
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HIP
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VALLEY
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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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RIDGE
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RIDGE
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HIP
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HIP
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HIP
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S-1
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11
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BEARING HEIGHT
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= BEARING @ 8'-8" A.F.F.
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= BEARING @ 11'-4" A.F.F.
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VALLEY
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HIP
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HIP
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RIDGE
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HIP
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HIP
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VALLEY
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VALLEY
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S-1
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11
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EMBED 1-HTA16-18 TYPICAL AT ALL TRUSSES, EXCEPT AS NOTED AT GIRDERS
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8x8 BOND BEAM w/ 1#5 TOP @ 8'-8", ADD #5 VERT. @ 48" O.C., GROUT ALL SOLID
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%%U8F8-0B
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1-HTA20 @ A9
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1-HTA20 @ A9
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%%u%%oMASTER SUITE
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8'-8" FLAT CLG.
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%%u%%oKITCHEN
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8'-8" FLAT CLG.
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%%u%%oBEDROOM #2
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8'-8" FLAT CLG.
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%%u%%oBEDROOM #3
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8'-8" FLAT CLG.
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%%u%%oENTRY
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%%u%%oFOYER
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%%u%%oLIVING ROOM
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8'-8" FLAT CLG.
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%%U%%OBATH #2
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%%U%%OLAUNDRY
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%%u%%oGARAGE
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8'-8" FLAT CLG.
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%%U%%OMASTER SUITE
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8'-8" FLAT CLG.
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8'-8" FLAT CLG.
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9'-4" FLAT CLG.
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8'-8" FLAT CLG.
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1-HTA16-18 @ A10
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1-HTA20 @ A10
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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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%%U8F8-0B
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S-1
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11
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ENTRY CEILING PER
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2/S-1
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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%%U8F16-1B/1T
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SEE DETAIL 9/S-1 WHERE LINTEL
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AT LANAI/ENTRY INTERSECTS
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MAIN WALL, TYPICAL.
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LANAI CEILING PER
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2/S-1
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8X8 BOND BEAM
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W/ 1 #5
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CORNER BARS IN BOND
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BEAM PER DETAIL 8/S-1
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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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#5 BAR IN GROUTED CELL,
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WITH 7" HOOK INTO TOP
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OF BOND BEAM.
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HIP
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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: 1) ROOF TRUSS BEARING ELEVATION VARIES, SEE LEGEND. 2) ROOF FRAMING SHALL BE WOOD TRUSSES DESIGNED BY A DELEGATED TRUSS ENGINEER PER DESIGN CRITERIA ON SHEET S-1. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-1. 5) 8F8-1B etc., DENOTES PRECAST LINTEL ABOVE DOOR/WINDOW OPENING PER SCHEDULE THIS SHEET. 6) AT TRUSS BEARING, PROVIDE 8x8 MASONRY BOND BEAM W/ 1 #5 CONTINUOUS, SEE DETAIL 2/A-6.
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1-HTA16-18 @ A1
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1-HTA16-18 @ A1
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1-HTA16-18 @ F3
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1-HTA16-18 @ F3
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1
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S-2
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1
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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11'-4" FLAT CLG.
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%%U%%OLANAI
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8'-8" FLAT CLG.
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10-10dx1 1/2", EMBED 4"
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1870
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INSTALL HTA16-18 AT ALL TRUSSES TO 1615 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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(1)HTA20
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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/L OF WALL. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP 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 DETAIL 10/S-1. 4) 'ATR' = ALLTHREAD. DRILL AND EPOXY WITH USP EPOXY PER MFR. INSTRUCTIONS.
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2800 (2 PLY)
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3170 (2 PLY)
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5005
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2430 (1 PLY)
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10-10dx1 1/2", EMBED 4"
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5/8"%%C ATR, EPOXY 12"
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(2)HTA16-18
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(2)HTA16-18
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(2)HTA20
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HTT45
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R2
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TRUSS STRAPPING TO MASONRY
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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1615
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10-10dx1 1/2", EMBED 4"
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(1)HTA16-18
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CONNECTOR
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FASTENER
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10-10dx1 1/2", EMBED 4"
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10-10dx1 1/2", EMBED 4"
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST CHOICE JOB# MASTER DATED: 06/07/2018 REVISED: NONE
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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 THE EDGE OF ROOF TRUSSES. INSTALL BEVELLED BLOCKING PER DETAIL THIS SHEET (DR HORTON REQUIRMENT )
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8F8, BOTTOM @ 9'-0" W/ COURSING TO 8X8 BOND BEAM W/ 1 #5, TOP @ 11'-4"
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AREAS (SQ. FT.)
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MODEL 1478 B: ATTIC VENTILATION FBCR R806
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ATTIC VENTILATION REQUIRED
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8.15%%%
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2261.0 SQ. FT.
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SOFFIT ONLY (1/150)
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ATTIC VENTILATION REQUIRED
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WITH ROOF VENTS (1/300)
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ROOF VENT MODEL
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"SOFFIT ONLY" QUALIFIES
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32" BASE
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1st STORY
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COORDINATE VENTING REQUIREMENTS WITH ENERGY CALCULATIONS
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ATTIC
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QUAD 4
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MARK
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QUANTITY OF
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REQ'D AIR FLOW
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6.87%%%
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MIN AIR FLOW
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(NO ROOF VENTS)
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-.-%%%
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-
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22-3/8" BASE
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LOMANCO 770-D
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0.97 SQ. FT. FREE AIR
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ROOF VENTS ARE NOT REQUIRED
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220.0 SQ. FT.
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SOFFIT
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OF SOFFIT
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SOFFIT HAS
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OF SOFFIT
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(R.V.)
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ACM QUAD 4, FULL VENT,
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NARROW PATTERN,
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8.15%%% FREE AIR FLOW
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ROOF VENTS
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SOFFIT MODEL
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ATTIC AREA/150
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15.07 SQ. FT.
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ATTIC AREA/300
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-.-- SQ. FT.
DATE:
06-20-18
A5
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: T
OWN
LAKE
S
RESI
DENC
E FO
R:
G.C.
D. #
: 103
57
LOT:
43
1478
EXP
RESS
MOD
EL:
BLOC
K : 4
ADDR
ESS:
8350
TOR
TOIS
E IS
LE C
T
A5-B
JSL
J.W.C.
ELECTRICAL
1/4"=1'-0"
SPEC
D.R.
H. #
: 579
2601
40
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SCALE: 1/4" = 1'-0"
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%%u%%oELECTRICAL PLAN "B":%%O
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HB
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Electrical Notes:
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All outlets in wet areas and all exterior outlets to be GFI's
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All electrical equipment to be set at or above base flood elevation.