DROP GABLE CANTELIVER CANTELIVER 8'-8" FLAT CEILING EXPOSED TO WIND 9'-4' FLAT CEILING EXPOSED TO WIND OVERHANG BY BUILDER U:1718 U:1718 U:1122 U:1098 8'-0" CEILING HT. 9'-4" CEILING HT. 8'-8" CEILING HT. 8'-8" CEILING HT. 8'-8" CEILING HT. 8'-8" CEILING HT. 8'-8" CEILING HT. U:1014 U:1010 A* A* A* A A6 A5 A4 A3 A2 HJ7 H J7 EJ7 EJ7 EJ7B EJ7B EJ7B EJ7B CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 EJ7 EJ7B CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 EJ7B A1 A1 A1 A1 A2A A3A A4A A5A A6A A7AA D7 D6 D6 D6 D6 D6 H1 HJ4 HJ 4 CJ1A CJ1A EJ3 EJ3 EJ3 CJ1A CJ1A H2 H3 H J7 HJ7 EJ7 EJ7 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 EJ7 EJ7 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 B5 B4 B3 B2 G1 D5 D3 D6 D4 B6 A7 F2 F1 H J 5 HJ5 CJ1 CJ3 CJ1 CJ3 EJ4 CJ1 CJ3 CJ1 CJ3 V6 V9 12-08-00 5-04-00 20-00-00 38-00-00 3-00-00 1-04-00 1-04-00 11-00-00 1X 1X 1X 1X 1X 1X 1X 1X 6-08-00 5-04-00 5-04-00 9-00-00 2-00-00 2-00-00 2-00-00 2-00-00 2-00-00 1-00-00 2-00-00 2-00-00 24-04-00 6-10-00 3-04-00 19-03-08 10-07-00 10-00-00 17-05-00 38-00-00 3-00-00 5-00-00 8-00-00 1-00-00 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 2-01-08 2-00-00 2-00-00 1-10-08 2-00-00 7-00-00 2-00-00 2-00-00 29-08-00 15-04-00 9-00-00 54-00-00 56-00-00 7460 (1) PLY FLR. TRUSS 2245 THD28 0 CORNER HIP (1) PLY K Q O H 0 R 0 MSH422IF F 765 9100 2385 1 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 3 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 1X 1X 8'-8" BEARING HT. 8'-0" BEARING HT. 9'-4" BEARING HT. 8'-8" INT. BEARING HT. Hatch Legend 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 PROBUILD. 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 1/10/2018 DATE PRINTED 1/10/2018 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 Express Homes PROJECT 1554 C 160 EXP C LH MODEL 1554 ADDRESS -- CITY, STATE --, FL. LOT -- COUNTY -- DRAWN BY D.W. ENG. BY D.W.
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
1X1X
8'-8" BEARING HT.
8'-0" BEARING HT.
9'-4" BEARING HT.
8'-8" INT. BEARING HT.
Hatch Legend
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 PROBUILD.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 1/10/2018
DATE PRINTED 1/10/2018
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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TILE ROOF OR SHINGLE ROOF
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FRONT ELEVATION: "C"
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SCALE: 1/4" = 1'-0"
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TOP OF BOND BEAM
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ELEV. 8'-8" 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 GARAGE BOND
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ELEV. 8'-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" RAISED BAND
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SAND FINISH
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TO FINISH FLOOR
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TO GRADE
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16'-0" X 7'-0" O.H. GARAGE DR.
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TOP OF BOND BEAM @
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9'-4" W/ HEEL TO MATCH ROOF PLANE
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%%U%%OLEFT SIDE ELEVATION:%%O "C"
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SCALE: 1/4" = 1'-0"
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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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 BOND BEAM
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ELEV. 8'-8" 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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%%U%%ORIGHT SIDE ELEVATION:%%O "C"
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SCALE: 1/4" = 1'-0"
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ON CONC BLK WALL.
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DECORATIVE TEXTURE FIN.
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12
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5
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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 BOND BEAM
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ELEV. 8'-8" 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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35 SH
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35 SH
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25 SH
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2 - 4068 SLD. GLS. DRS.
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25 SH
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25 SH
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3068 W/ 36" X 10" INTEGRAL TRANSOM ABOVE
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6" RAISED BAND
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SAND FINISH
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6" RAISED BAND
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SAND FINISH
DATE:
1/4" = 1'-0"1/4" = 1'-0"
FOUNDATION
5-14-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: M
ARBL
EBRO
OK 50
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RESI
DENC
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G.C.
D.# :
1025
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119
1554
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ADD:
1943
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H.# :
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7004
0
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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-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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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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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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-
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%%uFOUNDATION PLAN
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SCALE: 1/4" = 1'-0"
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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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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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ADD CURB AT
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GARAGE, SEE DETAIL
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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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5
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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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DW.
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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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F3
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F3
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F3
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F3 W/ CURB
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F3 W/ CURB
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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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4'-0" O.C. MAX
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A
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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
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RUN ELECTRIC IN CONDUIT
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FOR KITCH ISLAND
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A/H
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WASHER
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H.B.
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H.B.
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PAVERS BY OTHERS
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P
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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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TOP OF FOOTING -1'-4"
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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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H.B & SUPPLY
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BEHIND W/H
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HEATER
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A/C COMPRESSOR SHALL BE INSTALLED AT OR ABOVE FLOOD ELEV.
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PAN SHOWER
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RECESS 3 1/2"
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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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'-0". ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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%%u%%oFOUNDATION PLAN "B&C":%%O
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SCALE: 1/4"=1'-0"
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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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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A
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'F6' STEP DOWN
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1 #5
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3" CLEAR COVER
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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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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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1'-8"
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1'-0"
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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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F6
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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'-4"
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1'-0"
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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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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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8"
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F6A
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8"
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CONT.
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1-#5
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F6
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F5
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
DATE:
5-14-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: M
ARBL
EBRO
OK 50
's
RESI
DENC
E FO
R:
G.C.
D.# :
1025
8
LOT:
119
1554
EXP
RESS
MOD
EL:
BLOC
K :
ADD:
1943
7 MOS
SY L
EDGE
TER
RACE
JSL
1/4" = 1'-0"
FLOOR
J.W.C.
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
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
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site
wor
k, c
ivil,
or g
eote
chni
cal.
STR
UC
TUR
AL
ENG
INEE
RIN
G
D R HORTON
D R HORTON
A3-B&C
D.R.
H.# :
5793
7004
0
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36" X 22"
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ATTIC
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ACCESS
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ISLAND
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BETTER INSULATION
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MINIMUM R-13 OR
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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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%%u%%oMASTER SUITE
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8'-8" FLAT CLG.
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%%u%%oKITCHEN
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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%%oNOOK
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8'-8" FLAT CLG.
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MIRROR
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TB
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TP
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3 SHLV.
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12" VINYL SH
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6" STUD WALL
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WASHER
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DRYER
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4 SHLV
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12" VINYL SH
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5'-0" TUB
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FIBERGLASS
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12" VINYL SH
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MIR
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SINK &
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DISP
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DW
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O.H. CABINET
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%%u%%oW.I.C.
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%%u%%oBATH 2
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%%U%%OLAUNDRY
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4 SHLV
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VINYL
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SHELF
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A/H
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16'-0" X 7'-0" O.H. GARAGE DR.
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NOTE: THE GARAGE SHALL BE SEPARATED THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
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DRYER
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V.T.R.
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HEADER @ 8'-0"
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RANGE W/
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MICRO/VENT
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W/ ICE LINE
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REF. SPACE
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TB
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TP
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2 - 4068 SLD. GLS. DRS.
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35 SH
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35 SH EGRESS
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25 SH
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25 SH EGRESS
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25 SH EGRESS
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4080 ARCH
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OPENING
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6080 ARCH
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OPENING
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6"STUD WALL
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H.B.
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H.B.
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%%U%%OLANAI
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8'-8" FLAT CLG.
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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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1
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B
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B
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A
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A
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A
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CEILING
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CEILING
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2
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3
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GUEST HALL DETAIL
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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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2
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3
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36" X 36 A/C
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UNIT PAD
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ENTRY AREA -------------------------------- 36'
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GARAGE AREA ------------------------------ 439'
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TOTAL AREA ----------------------------- 2,109'
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SQUARE FOOTAGE
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LIVING AREA ----------------------------- 1,554'
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LANAI AREA ------------------------------- 80'
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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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4040 H.S. W/ ELEV "D"
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4020 1/2 RND. ABV.
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16" SH
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16" SH
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12" SH
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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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B.F.
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2
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2
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2
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2
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3
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2
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5
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3
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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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3
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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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2
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B.F.
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3
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30" X 22"
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ATTIC
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ACCESS
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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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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" & 96" BASE TOP @35"
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MICROWAVE @ 102"
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2
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ESCAPE
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C
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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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PAN SHOWER
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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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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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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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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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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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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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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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WIND-BORNE
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DEBRIS PROTECTION
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3
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2
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1
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6
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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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+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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+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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Vasd=124 MPH
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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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%%u%%oFLOOR PLAN "B&C":%%O
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SCALE: 1/4"=1'-0"
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BI-PASS DR.
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PLAN NOTES: 1.) KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 KITCHEN KNEE WALL 42 1/2" TO TOP USING 2x4 TOP PLATE. 2.) MEDICINE CABINETS OPENING 14x18 TOP OF MEDICINE CABINETS OPENING 14x18 TOP OF OPENING @ 72" / 5" OFF WALL. 3.) JOB MUST BE BROOM SWEPT EVERYDAY. JOB MUST BE BROOM SWEPT EVERYDAY. 4.) VERIFY ROUGH OPENING DIMENSIONS FOR ALL VERIFY ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS. 5.) PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE. 6.) INSTALL SMOOTH WALLS IN KITCHEN AND ALL INSTALL SMOOTH WALLS IN KITCHEN AND ALL BATHROOM AREAS. 7.) WHERE DRYWALL CEILING IS APPLIED TO TRUSSES 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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%%u%%oGARAGE
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8'-0" FLAT CLG.
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OPT IMPACT GLASS MAY BE INSTALLED IN LIEU OF SHUTTERS VERIFY W/ CONTRACT
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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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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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2017 ACCESSIBLE
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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HIGH BAR W/ KNEE WALL VERIFY HEIGHT W/ CABINET TOP
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3068 W/ INTEGRAL
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TRANSOM ABOVE
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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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W/ TRANSOM ABOVE
DATE:
5-14-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: M
ARBL
EBRO
OK 50
's
RESI
DENC
E FO
R:
G.C.
D.# :
1025
8
LOT:
119
1554
EXP
RESS
MOD
EL:
BLOC
K :
ADD:
1943
7 MOS
SY L
EDGE
TER
RACE
JSL
J.W.C.
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
A4-C
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
1/4"=1'-0"
ROOF FRAMING
D.R.
H.# :
5793
7004
0
A6
A5
A4
A3
A2
H
J
7
H
J
7
EJ7
EJ7
EJ7B
EJ7B
EJ7B
EJ7B
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
EJ7
EJ7
EJ7
EJ7B
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7B
A1
A1
A1
A1
A2A
A3A
A4A
A5A
A6A
A7A
D7
D6
D6
D6
D6
D6
H1
H
J
4
H
J
4
CJ1A
CJ1A
EJ3
EJ3
EJ3
CJ1A
CJ1A
H2
H3
H
J
7
H
J
7
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
EJ7
EJ7
CJ1
CJ3
CJ5
CJ1
CJ3
CJ5
B5
B4
B3
B2
G1
D5
D3
D6
D4
B6
A7
F2
F1
H
J
5
H
J
5
CJ1
CJ3
CJ1
CJ3
EJ4
CJ1
CJ3
CJ1
CJ3
V6
V9
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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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H.B.
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H.B.
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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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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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%%U8F8-0B
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%%U8F8-0B
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HIP
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VALLEY
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RIDGE
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AT GARAGE DOOR HEIGHT, ADD COURSING
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SET 8" x 8" PRECAST LINTEL WITH 1 #5
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TO SET TOP OF 8" x 8" BOND BEAM @
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8'-0" WITH 1 #5 BARS, GROUT ALL SOLID.
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%%U%%OROOF "C" PLAN:%%O
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SCALE: 1/4"=1'-0"
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%%u%%oMASTER SUITE
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%%u%%oKITCHEN
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%%u%%oBEDROOM #2
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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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%%u%%oGARAGE
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8'-0" FLAT CLG.
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%%u%%oNOOK
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%%u%%oW.I.C.
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%%u%%oBATH 2
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%%U%%OLAUNDRY
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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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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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HIP
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RIDGE
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VALLEY
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HIP
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ENTRY CEILING
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PER 2/S-1
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S-1
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11
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S-1
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11
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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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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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%%U8F8-1B
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%%U8F8-0B
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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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#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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8"x8" CONTINUOUS MASONRY
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BOND BEAM AT TOP OF WALL.
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WITH 1 #5 BAR. PROVIDE CORNER
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BARS PER 8/S-1
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CORNER BARS IN BOND
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BEAM PER DETAIL 8/S-1
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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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GABLE END
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BRACEING NOT REQUIRED
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BEARING WALL HEIGHT = 8'-8"
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BEARING WALL HEIGHT = 8'-0"
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BEARING KEY
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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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14.5 SQ. FT.
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1554 SQ. FT.
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WITHOUT OFF RIDGE VENTS
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VENTILATION REQUIRED
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WITH OFF RIDGE VENTS (O.R.V)
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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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4.8%%%
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MIN AIR FLOW OF SOFFIT
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O.R.V. NOT USED
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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@ A7
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2-HTA16-18
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@ A7
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2-HTA16-18
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EMBED 1-HTA16-18 AT ALL
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TRUSSES, EXCEPT AS
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NOTED AT GIRDERS.
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8'-8" FLAT CLG.
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9'-4" FLAT CLG.
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9'-4" FLAT CLG.
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8'-8" FLAT CLG.
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8'-8" FLAT CLG.
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8'-8" FLAT CLG.
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8'-8" FLAT CLG.
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8'-8" FLAT CLG.
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8'-8" FLAT CLG.
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8'-8" FLAT CLG.
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BEARING WALL HEIGHT = 9'-4"
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%%U%%OLANAI
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8'-8" FLAT CLG.
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INTERIOR BEARING WALL HEIGHT = 8'-8"
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1-HTA16-18
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@ F1
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@ F1
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1-HTA16-18
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1-HTW20 TYP.
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1-HTW20 TYP.
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JL26 HANGER @ B4
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@ B6
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1-HTA16-18
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1-HTA16-18
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@ B6
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED
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ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE
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JOB# MASTER DATED: 01/10/18 REVISED: NONE
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HTA16-18 @ 32" O.C. @ INSIDE FACE OF TRUSS
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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 2/S-4. 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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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 )
DATE:
5-14-18
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
SUBD
IV: M
ARBL
EBRO
OK 50
's
RESI
DENC
E FO
R:
G.C.
D.# :
1025
8
LOT:
119
1554
EXP
RESS
MOD
EL:
BLOC
K :
ADD:
1943
7 MOS
SY L
EDGE
TER
RACE
A5 B&C
JSL
J.W.C.
ELECTRICAL
1/4"=1'-0"
SPEC
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
D.R.
H.# :
5793
7004
0
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SCALE: 1/4" = 1'-0"
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%%u%%oELECTRICAL PLAN "B&C":%%O
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H.B.
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H.B.
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SOLENOID &
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TIME CLOCK
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R.T. DISC. SW.
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ACCU #1 W/
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ELECTRICAL
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200 AMP PANEL A
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GFI
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WP/
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GFI
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WP/
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GFI
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WP/
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DB
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EXH.
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FAN
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SD
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SD
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SD
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K
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P
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EXH.
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FAN
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TV
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TV
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SD
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SD
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T
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GFI
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GFI
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GFI
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GFI
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WP/
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COACH
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LIGHT
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H
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KEYLESS
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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FAN (TYP.)
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PRE-WIRE FOR
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E
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E
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FAN (TYP.)
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PRE-WIRE FOR
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C
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SURFACE MOUNTED CEILING LIGHT
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TELEVISION RECEPTION OUTLET
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AC/DC SMOKE DETECTOR
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TO BE INTERCONNECTED
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WALL MTD. BRACKET LIGHT
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3 WAY SWITCH
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DIMMER SWITCH
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GFI SWITCH
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TELEPHONE OUTLET
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SINGLE POLE SWITCH
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A/C DISCONNECT
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DUPLEX FLOOD LIGHT
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TRACK MTD. LIGHTS
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EXHAUST FAN
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PUSH BUTTON
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RECESSED LIGHT
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1/2 SWITCHED DUPLEX OUTLET
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DUPLEX RECEPTACLE OUTLET
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4-PLEX RECEPTACLE OUTLET
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220 V RECEPTACLE OUTLET
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SINGLE RECEPTACLE OUTLET
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DUPLEX RECETACLE @ ELEV. A.F.F.
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ELECTRICAL PANEL
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ELECTRICAL METER
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120 V JUNCTION BOX
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T
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TIMER SWITCH
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J
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GFI
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D
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3
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SD
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TV
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ELECTRICAL LEGEND
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2' UNDER COUNTER LIGHT
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4' FLUORESCENT LIGHT
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K
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P
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KEYPAD
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ANY RESIDENT HAVING A FOSSIL-BURNING
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HEATER OR APPLIANCE, A FIREPLACE, OR
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AN ATTACHED GARAGE SHALL HAVE AN
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OPERATIONAL CARBON MONOXIDE ALARM
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INSTALLED WITHIN 10 FEET OF EACH
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ROOM USED FOR SLEEPING PERPOSES.
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PER RULE 9B-3.04.72
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DOOR BELL
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DB
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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.
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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3
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RING DIA. OF 0.012" OVER SHANK DIAMETER, 16 TO 20 RINGS PER INCH, 0.280" DIAMETER
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FULL ROUND HEAD, 2" NAIL LENGTH.
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INSTALL PANELS WITH LONG
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DOOR AND WINDOW ANCHORAGE
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ANCHORAGE REQUIREMENTS:- ALL PASS AND SLIDING GLASS DOORS AND ALL
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WINDOW ASSEMBLIES SHALL BE ANCHORED TO THE MAIN WIND FORCE RESISTING
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SYSTEM IN A MANNER SPECIFIED BY THE PUBLISHED MANUFACTURERS
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LITERATURE. THERE SHALL BE NO SUBSTITUTION OF ALTERNATE FASTENINGS UNLESS
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PROVIDED BY THE MANUFACTURER AND APPROVED BY THE BUILDING DESIGN ENGINEER.
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WOOD FRAMED OPENING:- ALL DOORS AND WINDOWS SHALL BE INSTALLED ACCORDING
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TO THE PUBLISHED MANUFACTURES LITERATURE OF THE ASSEMBLY BEING INSTALLED
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TO THE ROUGH SUBSTRATE OPENING. SHIMS SHALL BE MADE OF MATERIALS CAPABLE
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OF RESISTING THE APPLIED LOADS AND SHALL BE LOCATED NEAR EACH FRAME
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2
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FASTENERTO MINIMIZE DISTORTION OF THE FRAME AS THE FASTENERS ARE TIGHTENED.
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MASONRY OPENING
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WHERE WINDOW FRAME IS DESIGN TO FASTEN WITH SCREWS THROUGH THE FRAME
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AND INTO THE MASONRY, THE BUCK MATERIEL IS SIMPLY A SPACER. THE BUCK MAY
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BE FASTENED WITH T NAILS OR ANY SUITABLE FASTENER TO TACK IT INTO
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POSITION PRIOR TO WINDOW INSTALLATION. FASTEN WINDOW FRAME PER MFR
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INSTRUCTIONS. A WINDOW FASTENER SHALL PENETRATE MASONRY BY 2 1/4" MIN.
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WHERE WINDOW FRAME IS DESIGNED TO FASTEN ONLY TO THE WOOD BUCK
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(IE, FLANGED FRAME WITH WOOD SCREWS) THE BUCKS SHALL BE 2X WOOD WITH
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STRUCTURAL FASTENING TO THE MASONRY WITH 1/4X 3 3/4 MASONRY SCREWS
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@ 24" OC AND 6" FROM EACH END.
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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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B. RAFTERS, JOISTS, HEADERS AND BEAMS SYP #2.
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EXTERIOR BEARING WALLS,
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DECORATIVE CEMENT FINISH
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PRE ASTM C-926
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8"X8" CONTINUOUS
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1 #5, GROUT SOLID
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BOND BEAM W/
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VENTED ALLUM SOFFIT
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SHALL MEET R703.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-1
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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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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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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
RESI
DENC
E FO
R:
UNIT
1554
MOD
EL:
BLOC
K :
N.T.S.
BANDING DETAILS
J.W.C.
SPEC
A7
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
5-14-18
SUBD
IV: M
ARBL
EBRO
OK 50
's
G.C.
D.# :
1025
8
LOT:
119
ADD:
1943
7 MOS
SY L
EDGE
TER
RACE
JSL
D.R.
H.# :
5793
7004
0
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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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DESIGN IN ACCORDANCE W/ THE 2017 FLORIDA BUILDING CODE- 6TH EDITION