10'-4" COFFERED CLG 11'-4" FLAT CLG 24" RECESSED A/H 12'-4" COFFERED CLG 10'-4" COFFERED CLG 10'-4" COFFERED CLG 14'-0" FLAT CLG 10'-4" COFFERED CLG INT. BRG. WALL @12'-4" U:3007 U:1825 U:1502 U:1003 U:1499 U:1004 U:1020 A1 A2 A3 A4 A5 A6 A7 A8 HJ 1 0A H J 10 CJ1 CJ3 CJ5A CJ1 CJ3 CJ5A CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 B7 B8 B9 H J 10B H J1 0B CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 CJ1 CJ3 CJ5 C5 C6 HJ7 HJ7 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 CJ1 CJ3 B10 A16 A17 A18 A19 A20 A21 A12 A9 A10 A10 A10 A9 A11 A11 A12 A12 A12 A12 A12 C7 C8 C9 E2 E3 H J7A CJ1A CJ3A CJ1A CJ3B EJ5B HJ7A CJ1A CJ3A CJ1A CJ3B EJ5B EJ5A(4) EJ7(12) EJ7A(4) EJ7B(6) 70-00-00 40-00-00 70-00-00 9-04-00 59-10-00 24-08-00 15-04-00 40-00-00 10-00 5-10-00 21-02-00 13-00-00 5-08-08 3-09-08 5-09-08 5-00-00 6-00-00 6-00-00 18-04-00 6-02-00 8-00-00 6-08-00 10-00 4-10-00 10-00 12-08-00 2-00-00 11-00-00 2-00-00 2-08-00 10-00-00 7-00-00 14-00-00 3-04-00 11-00-00 1-04-00 10-00 10-00 9-02-00 20-10-00 6-06-00 12-08-00 15-00-00 12-08-00 12-04-00 6-00 1-01-00 1 09/13/17 Updated Block D.W. 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 5 4-1/16" 2x4 T.C. MIN. 14 1/2" CANT. 12 TYP. ROOF TRUSS END DETAIL 8" BRG. N.T.S. TILE ROOF 14'-0" BEARING HEIGHT 9'-4" BEARING HEIGHT Bearing Elevation 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 2/28/2018 DATE PRINTED 2/28/2018 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 N/A CANTILEVER 14 1/2" END CUT PLUMB FLOOR TRUSS SPACING N/A ROOF TRUSS SPACING 24" ROOF PITCH BUILDER DR Horton PROJECT 1983 M 160 EXP C RH MODEL 1983 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
5
4-1
/16"
2x4 T.C. MIN.
14 1/2"CANT.
12
TYP. ROOF TRUSS END DETAIL
8" BRG.
N.T.S.
TILE ROOF
14'-0" BEARING HEIGHT
9'-4" BEARING HEIGHT
Bearing Elevation
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 Protection
Check All Dimensions And Conditions Prior ToApproval 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 2/28/2018
DATE PRINTED 2/28/2018
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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CANTILEVER
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FLASHING AND DRIP EDGE PER NOTES IN TABLE 3 ON A-6
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2X6 MIN. SUB FASCIA
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TOP OF WALL 60"
9-27-18DATE:
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LINE @ REF. SPACE
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FOR ICE MAKER
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3'X3' CONC.
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ELEVATION @ (-) 0'-4"
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PAVERS BY OTHERS
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6" X 12" RECESS
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KITCHEN ISLAND
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A/C COMPRESSOR SHALL BE INSTALLED AT OR ABOVE FLOOD ELEV.
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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ELEV @ 0'-(-4")
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2" SLOPE
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MIRROR
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FAUCET
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FAUCET
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VARIES
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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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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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BOND BEAM & 1#5 ROD
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60" HIGH WALL W/ 8"
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MF
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INSTALL OUTDOOR KITCHEN & SINK
D R HORTON
D R HORTON
9-27-18DATE:
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SCALE:
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REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
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FLOOR
1/4"=1'-0"
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D.# :
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312 T
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198
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%%u%%oBEDROOM #2
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PKT.
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KNEE WALL
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RANGE
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SINK & DISP.
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9'-4" CLG
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CEILING
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9'-4" FLAT CLG
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F
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4-16" PANTRY SHELVES 18" FROM F.F. 15" INCREMENTS
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2-2668 WOOD STD.
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GLASS OPTIONAL
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1.983
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507
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2,755
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CABINET BACKING
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KITCHEN UPPER TOP @ 54", 84"& 96" BASE TOP @35"
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MASTER BATH UPPER BASE- TOP @35"
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GUEST BATH UPPER BASE- TOP @31"
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LAUNDRY RM. UPPER TOP @84" BASE
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DOOR HEADERS
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8'-0" BIFOLD
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6'-8" POCKET
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8'-0" POCKET
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HEADER HEIGHT
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82" A.F.F.
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HEADER HEIGHT
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HEADER HEIGHT
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82 1/2" A.F.F.
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98 1/2" A.F.F.
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PLAN NOTES
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INSTALL 1 3/8" THICK SOLID WOOD DOOR BETWEEN LIVING AND GARAGE PER FLORIDA BUILDING CODE R302.5.1 HEADER @ 83".
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1)
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PROVIDE SAFETY GLAZING WITHIN 24" FROM EXIT PER FLORIDA BUILDING CODE R 308.4.2.
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5)
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3)
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4)
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NON BEARING INTERIOR FRAME WALLS SHALL BE FRAMED W/ WOOD OR METAL STUDS. SPACING SHALL NOT EXCEED 24" O.C. (NON BEARING WALLS ONLY)
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VERIFY ALL ROUGH OPENING DIMENSIONS FOR ALL WINDOWS AND DOORS
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ALL WINDOWS INSTALL 72" ABOVE GRADE MUST COMPLY WITH R 312.2.1 MIN 24" SILL HEIGHT OR PROVIDED WITH AN APPROVED WINDOW FALL PREVENTION DEVICE
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9)
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2X6 KITCHEN KNEE WALL 34" TO TOP
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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PROVIDE SAFETY GLAZING AT BATH / SHOWER . PER FLORIDA BUILDING CODE R 308.4.5.
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PROVIDE DEAD WOOD IN ATTIC FOR OVERHEAD GARAGE DOOR HARDWARE
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7)
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8)
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2)
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6)
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WHERE DRYWALL CEILING IS APPLIED TO TRUSSES AT 24" O.C. USE 5/8" DRYWALL OR 1/2" SAG RESISTANT PER SEC. 702.3.5
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10)
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11)
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STUB OUT FOR GAS @ OUTDOOR KITCHEN, RANGE, WATER HEATER, AND DRYER. VERIFY WITH CONTRACTOR AND SUBDIV. SPECS. A SEPARATE PERMIT IS REQUIRED FOR GAS PIPING.
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12)
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ALL CLOSET SHELVES TO BE 12". ALL PANTRY & LINEN TO BE (4)-16" SHELVES 18" O.F.F. WITH 15" INCREMENT.
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MICROWAVE @ 102"
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FOYER CEILING
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FOYER CEILING
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FOYER CEILING
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1
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3
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FOYER DETAIL
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2
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3
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HALL/FOYER DETAIL
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3
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3
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DEN/FOYER DETAIL
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5
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3
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MASTER SUITE DETAIL
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CEILING
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FOYER CEILING
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CEILING
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4
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3
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MASTER SUITE DETAIL
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10'-4"
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10'-4"
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10'-4"
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8" STUD WALL
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6" STUD WALL
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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SAFTEY GLAZED
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VERIFY LOCATION WITH SITE PLAN, AC UNIT NOT TO ENCROACH EASEMENT.
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MF
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60" HIGH WALL W/ 8"
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BOND BEAM & 1#5 ROD
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INSTALL OUTDOOR KITCHEN & SINK
9-27-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-4M
ROOF & CEILING
1/4"=1'-0"
SUBD
IV: T
OSCA
NA IS
LES
RESI
DENC
E FO
R:
G.C.
D.# :
1056
0
LOT:
303
MOD
EL:
BLOC
K :
ADDR
ESS:
312 T
OSCA
NA B
LVD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H.# :
5783
6019
7
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HB
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HB
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W/H
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WASH.
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OPT.
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LT.
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%%u%%oBEDROOM #2
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%%U%%OBEDROOM #3
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%%U%%ODEN
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%%U%%OLANAI
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%%U%%OGARAGE
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%%U%%OENTRY
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COFFERED CEILING
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%%U%%ODINETTE
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%%U%%OGREAT ROOM
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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%%U%%OBATH #2
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%%U%%OFOYER
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%%U%%OUTILITY
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HIP
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HIP
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HIP
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HIP
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HIP
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VALLEY
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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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HIP
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HIP
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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HIP
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14'-0" FLAT CEILING
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SCALE: 1/4" = 1'-0"
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%%U%%OROOF & CEILING PLAN:%%O
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" CLG
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9'-4" CLG
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9'-4" FLAT CEILING
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9'-4" CLG.
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12'-4" COFFERED
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CEILING
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11'-4" FLAT CLG
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A
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A-4
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9'-4" FLAT CEILING
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A
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A-4
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9'-4" FLAT CEILING
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10'-4" COFFERED
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CEILING
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A
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A-4
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A
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A-4
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RECESSED A/H
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BEARING HEIGHT
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= BEARING @ 9'-4" A.F.F.
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= BEARING @ 14'-0" A.F.F.
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INTERIOR BEARING HEIGHT
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= BEARING @ 12'-4" A.F.F.
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1
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10'-4"
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10'-4"
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10'-4"
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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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18.4 SQ. FT.
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2755 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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5.8%%%
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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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AIR HANDLER DETAIL
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A/H
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SCALE: 1/4"= 1'-0"
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A/H
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ELEVATION @ WALL
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ELEVATION @ +12"
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A
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A-4
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COFFER DETAIL "A"
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SCALE: 1/2"= 1'-0"
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MF
9-27-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
A-5M
ELECTRICAL
1/4"=1'-0"
SUBD
IV: T
OSCA
NA IS
LES
RESI
DENC
E FO
R:
G.C.
D.# :
1056
0
LOT:
303
MOD
EL:
BLOC
K :
ADDR
ESS:
312 T
OSCA
NA B
LVD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H.# :
5783
6019
7
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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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2
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INSTALL PANELS WITH LONG
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DRIP EDGE
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DRIP EDGE SHALL BE PROVIDED AT ALL EAVES AND GABLES OF SHINGLE ROOFS,
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LAPPED A MINIMUM OF 3" @ JOINTS. THE OUTSIDE EDGE SHALL EXTEND A MINIMUM OF 1/2"
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BELOW SHEATHING AND THE INSIDE EDGE SHALL EXTEND BACK A MINIMUM OF 2". DRIP
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EDGE SHALL BE FASTENED AT NO MORE THAN 4" CENTERS. THERE SHALL BE A
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MINIMUM OF 4" WIDTH OF ROOF CEMENT INSTALLED OVER THE DRIP EDGE FLANGE.
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COMPLY WITH CURRENT WIND CODE,
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NOTE:EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND EXTERIOR WALLS ADJACENT TO ATTIC SPACE, INCLUDING KNEEWALLS AND GABLE END WALLS, MUST HAVE RADIANT BARRIER AND HOUSE WRAP.
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RADIANT BARRIER:
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SCALE: N.T.S.
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ATTIC
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EXTERIOR
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GABLE WALL
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EXTERIOR STUD WALL OR TRUSS
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EXTERIOR PLYWOOD W/ RADIANT BARRIER ON ATTIC SIDE
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HOUSE WRAP
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ROOF
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RADIANT BARRIER GLUED TO PLYWOOD
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TOP CHORD
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ATTIC
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EXTERIOR
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SLOPE TO EXTERIOR
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2
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TYPICAL WALL SECTION
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SCALE: N.T.S.
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WOOD BASE
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W/ INSULATION (MIN. R4.1)
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1/2" DRYWALL W/ TEXTURED WALLS.
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1X2 P.T. FURRING STRIPS @ 24" O.C.
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GRADE
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8"X8"X16" CONC. BLOCK
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R=30 FIBERGLASS
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INSUL.
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1X4 P.T. STRIP.
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SIZE AND REINFORCING.
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FOUNDATION PLAN FOR
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CONCRETE FOOTING SEE
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WINDOW, SEE SCHEDULE AND PLAN.
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PER NOTE 9 IN
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DRYWALL CEILING
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TABLE 1 ON A-6
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SEE ENGINEERING
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PRECAST LINTEL
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FLASHING AND DRIP EDGE
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PER NOTES IN TABLE 2 ON A-6
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EMBEDDED STRAP AT EACH
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TRUSS PER ROOF FRAMING PLAN.
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WOOD TRUSSES @ 24" O.C. (TYPICAL)
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DESIGNED BY DELEGATED TRUSS ENGINEER.
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ROOF SHEATHING PER SCHEDULE 2/S-3
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TILE ROOF PER NOTE 4 ON A-6.
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AND PER NOTES IN TABLE 2 ON A-6
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2X6 MIN. SUB FASCIA
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1X4 P.T. BUCK W/ BED
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OF CONTINOUS CAULK
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UNDER, SEE 13/S-3
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SILL SET IN MORTAR
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PRECAST CONCRETE SILL
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DECORATIVE CEMENT FINISH
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PER ASTMC-926
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8"X8" CONTINUOUS
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SEE ENGINEERING
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BOND BEAM
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VENTED ALLUM SOFFIT
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SHALL MEET R703.1.2.1
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PROVIDE VENTILATION
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PER R806.1
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SEE TABLE 3 ON S-3
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PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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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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FRAME WALL
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OVER
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WITH FELT
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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 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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4" CONC. SLAB ON 6 MIL. VISQUEEN VAPOR BARRIER ON MECHANIALLY COMPACTED FILL PROVIDE TERMITE TREATMENT WITH "BORA CARE".
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FINISH FLOOR
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5.7 SQ. CLEAR OPENING
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MINIMUM EGRESS WINDOW DETAIL
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R310.2.1 MINIMUM OPENING AREA:- ALL EMERGENCY ESCAPE AND RESCUE ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 SQAURE FEET (0.530 m² ). ). EXCEPTION:- GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET GRADE FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET (0.465 m² ). ). R310.2.1 MINIMUM OPENING HEIGHT:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 INCHES (610mm). R310.2.1 MINIMUM OPENING WIDTH:- THE MINIMUM NET CLEAR OPENING THE MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 INCHES (508mm). R310.1.1 OPERATIONAL CONSTRAINTS:- EMERGENCY ESCAPE AND RESCUE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R310.2.3 WINDOW WELLS:- THE MINIMUM HORIZONTAL AREA OF THE WINDOW THE MINIMUM HORIZONTAL AREA OF THE WINDOW WELL SHALL BE 9 SQUARE FEET (0.84 m² ), WITH A MINIMUM HORIZONTAL ), WITH A MINIMUM HORIZONTAL PROJECTION AND WIDTH OF 36 INCHES (914mm). THE AREA OF THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED.
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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 also 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
9-27-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
FOUNDATION
1/4"=1'-0"
S-1 M
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
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al E
ngin
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ly.
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STR
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D.# :
1056
0
LOT:
303
MOD
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BLOC
K :
ADDR
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312 T
OSCA
NA B
LVD
SPEC
UNIT
198
3 - E
DISO
N
D.R.
H.# :
5783
6019
7
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HB
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HB
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W/H
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WASH.
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OPT.
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LT.
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P
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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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#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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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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3'X3' CONC.
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ELEVATION @ (-) 0'-4"
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PAVERS BY OTHERS
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16'-0" X 8'-0" O.H. GARAGE DR.
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6" X12" RECESS
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A
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A
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F3 W/ CURB
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F3 W/ CURB
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F3
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A
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A
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F3
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F3
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RUN ELECTRIC IN
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CONDUIT FOR KITCHEN
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ISLAND
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SAWCUT SLAB PER
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DETAIL 5/S-3
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F3
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F3
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F3
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PER DETAIL
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THIS SHEET
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HOLLOW DOT IS DOWEL
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INTO WINDOW SILL
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LOWEST POINT OF GARAGE FLOOR SHALL BE CONSTRUCTED AT OR ABOVE FLOOD ELEVATION
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P
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P
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P
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F3
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ELEV @ 0'-(-4")
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2" SLOPE
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F3
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A
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F6
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PLAN NOTES: 1) TOP OF GROUND FLOOR SLAB DATUM ELEVATION 0'-0". 2) 'F#' DENOTES CONTINUOUS WALL FOOTING TYPE PER SCHEDULE THIS SHEET. 3) # DENOTES PAD FOOTING AT CONCENTRATED LOADS PER SCHEDULE THIS SHEET. 4) PROVIDE #5 VERTICAL REINFORCING AT DOT LOCATIONS SHOWN ON PLAN FROM FOOTING TO BOND BEAM. 5) ALL DIMENSIONS ARE TO OUTSIDE FACE OF MASONRY WALLS. SOME SLAB EDGES MAY EXTEND BEYOND FACE OF WALL. 6) FOR DIMENSIONS OF ROUGH OPENINGS IN MASONRY WALLS, COORDINATE WITH WINDOW/DOOR SUPPLIER. 7) PROVIDE PRESSURE TREATED BUCKS AT WINDOWS / DOORS PER DETAIL 7/S-3.
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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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-
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%%uFOUNDATION PLAN
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SCALE: 1/4" = 1'-0"
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'F3' FOOTING
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5" MIN.
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7" HOOK, EMBED
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#5 DOWEL WITH
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'F3' WITH CURB AT GARAGE
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5" MIN. BELOW
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7" HOOK, EMBED
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#5 DOWEL WITH
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GARAGE FLOOR
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OF FLOOR
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VARIES WITH SLOPE
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IN FOOTING DIMENSIONS
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CURB IS OPTIONAL & NOT INCLUDED
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3" CLEAR COVER.
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2 #5 CONT. W/
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FIN. GRADE
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'P' PAVERS DETAIL ENTRY/LANAI
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PAVERS
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8"x8" CONC. RIBBON
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W/ 1 #5 ROD CONT.
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GRADE
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SAND
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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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CONT.
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CONT.
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1'-8"
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1'-4"
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WIDTH
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CONT.
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CONT.
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LENGTH
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SHAPE
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2-#5
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2-#5
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2-#5
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2-#5
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BOTTOM
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REINFORCING
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2-#5
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2-#5
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'F6A' STEP DOWN
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1 #5
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3" CLEAR COVER
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'F6' STEP DOWN
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2 #5
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3" CLEAR COVER
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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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%%U%%OFOUNDATION PLAN: "M"%%O
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SCALE: 1/4"=1'-0"
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F6A
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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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F5
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A
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F3
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F3
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (PAVERS)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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CONT.
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2 #5 BARS
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4" CONC. SLAB
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GARAGE DOOR RECESS (CONCRETE)
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SCALE: 1/2" = 1'-0"
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GRADE
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RECESS
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ELEVATION @ 0'-0"
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4" SLAB W/ 2,500 P.S.I. CONC. W/ 6X6 #10/10 W.W.M. REINFORCING OVER 6 MIL. VISQUEEN BARRIER ON MECHANICALLY COMPACTED FILL @ 95%. 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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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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3" CLEAR COVER.
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2 #5 CONT. W/
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"F5" FOOTING
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A
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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BRASS FLOOR OUTLET W/ SWITCH
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BOND BEAM & 1#5 ROD
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60" HIGH WALL W/ 8"
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MF
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INSTALL OUTDOOR KITCHEN & SINK
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F1
EJ7B(6)
EJ7A(4)
EJ7(12)
CJ3B
CJ1A
CJ1A
CJ3B
CJ1A
CJ1A
E3
E2
C9
C8
C7
A12
A12
A12
A12
A12
A11
A11
A9
A10
A10
A10
A9
A12
A21
A20
A19
A18
A17
A16
B10
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
CJ3
CJ1
H
J
7
H
J
7
C6
C5
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
H
J
1
0
B
H
J
1
0
B
B9
B8
B7
CJ5
CJ3
CJ1
CJ5
CJ3
CJ1
CJ5A
CJ3
CJ1
CJ5A
CJ3
CJ1
H
J
1
0
H
J
1
0
A
A8
A7
A6
A5
A4
A3
A2
A1
9-27-18DATE:
PLAN:
SHEET#
SCALE:
CHECKED BY:
REVISED:
DRAWN BY:
JSL
Phon
e (2
39) 5
40-1
822
Fax
(239
) 540
-775
9
& D
esig
nG
ulf
Coa
st D
raft
ing
JWC
1/4"=1'-0"
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
GSU
BDIV
: TOS
CANA
ISLE
S
RESI
DENC
E FO
R:
G.C.
D.# :
1056
0
LOT:
303
MOD
EL:
BLOC
K :
ADDR
ESS:
312 T
OSCA
NA B
LVD
SPEC
UNIT
198
3 - E
DISO
N
S-2 M
ROOF
D.R.
H.# :
5783
6019
7
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%%u%%oBEDROOM #2
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%%U%%OBEDROOM #3
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%%U%%ODEN
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%%U%%OLANAI
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%%U%%OGARAGE
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%%U%%OENTRY
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COFFERED CEILING
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%%U%%ODINETTE
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%%U%%OGREAT ROOM
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COFFERED CEILING
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%%u%%oMASTER SUITE
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COFFERED CEILING
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%%U%%OBATH #2
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%%U%%OFOYER
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%%U%%OUTILITY
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HIP
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HIP
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HIP
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HIP
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HIP
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VALLEY
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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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HIP
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HIP
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RIDGE
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RIDGE
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RIDGE
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RIDGE
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HIP
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14'-0" FLAT CEILING
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SCALE: 1/4" = 1'-0"
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%%U%%OROOF & CEILING PLAN:%%O
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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9'-4" CLG
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9'-4" CLG
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9'-4" FLAT CEILING
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9'-4" CLG.
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12'-4" COFFERED
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CEILING
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11'-4" FLAT CLG
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9'-4" FLAT CEILING
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9'-4" FLAT CEILING
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10'-4" COFFERED
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CEILING
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RECESSED A/H
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S-4
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1
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8F8-1B SET AT GARAGE DOOR HEAD HEIGHT, ADD COURSING AS REQUIRED TO 8X8 BOND BEAM W/ 1 #5 TOP @ 9'-4" . ADD #5 VERT @ 48" O.C. GROUT ALL SOLID.
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%%U8F8-1B
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%%U8F8-0B
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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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%%U8F8-0B
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%%U8F8-0B
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%%U8F8-0B
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%%U8F16-1B/1T
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%%U8F8-1B
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BOTTOM @ 10'-8"
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S-4
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3
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S-4
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3
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SIM.
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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"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-3
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%%U8F8-0B
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%%U8F8-0B
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(+33.5, -36.3) WIND PRESSURES PER ASCE7-10, 160 MPH, EXPOSURE C, AND CONVERTED TO ALLOWABLE STRESS DESIGN PRESSURES USING 0.6W LOAD FACTOR. (Vasd=124 MPH, RISK CAT II, ENCLOSED, kd=0.85, H=15')
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%%U8F8-1B
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THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE & ATTIC BY NOT LESS THEN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED WITH NOT LESS THAN 5/8" TYPE "X" GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR - CEILING ASSEMBLY THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT
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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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ENTRY CEILING PER 2/S-3
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LANAI CEILING PER 2/S-3
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BEARING HEIGHT
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= BEARING @ 9'-4" A.F.F.
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= BEARING @ 14'-0" A.F.F.
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INTERIOR BEARING HEIGHT
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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-3. 3) PROVIDE STRAPPING AT TRUSSES PER NOTES ON THIS SHEET. 4) FOR NAILING OF ROOF DECK, SEE 1 AND 2 ON S-3. 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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%%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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= BEARING @ 12'-4" A.F.F.
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1-HTA16-18
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@ C5
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@ A1
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1-HTA16-18
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@ B7
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@ B7
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1-HTA16-18
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@ A1
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1-HTA20
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1-HTA16-18
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1-HTW20,
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TYPICAL
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STUD BEARING WALL, 2X4
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SPF #2 @ 16" O.C. W/ SPTH4
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TOP & BOTTOM @ 16" O.C.
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1
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2
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"X6" EXPANSION BOLT
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@ 32" O.C. W/ 2" WASHER.
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TRUSS BEARING CONDITIONS AND STRAPPING IS BASED ON TRUSS LAYOUT PREPARED BY BUILDERS FIRST SOURCE, JOB #: MASTER, DATED: 02-28-18, REVISION: 09-13-17
#5 VERTICAL @ DOT LOCATION (48" O.C. MAX) IN GROUTED CELL W/ 7" HOOK INTO BOND BEAM
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DESIGN IN ACCORDANCE W/ THE 2017 RESIDENTIAL FLORIDA BUILDING CODE- 6TH EDITION
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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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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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FASTENER
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12-10dx1 1/2"
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12-10dx1 1/2"
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12-10dx1 1/2"
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TRUSS STRAPPING TO STUD WALL/WOOD BEAM
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24-10dx1 1/2"
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24-10dx1 1/2"
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24-10dx1 1/2"
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NOTES: 1) PROVIDE A STRAP FROM THE ABOVE LIST AT EACH ROOF TRUSS BEARING POINT, BASED ON THE TRUSS UPLIFT VALUES IN THE SIGNED AND SEALED TRUSS DESIGN PACKAGE. 2) CONNECTORS ARE USP STRUCTURAL CONNECTORS. ALL CONNECTORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH USP PRINTED INSTRUCTIONS.
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24-10dx1 1/2"
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INSTALL AT ALL TRUSSES TO 1005 lb UPLIFT. FOR HIGHER UPLIFTS, SEE NOTES ON PLAN.
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2570
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(2)HTW20
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(3)HTW20
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(4)HTW20
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3855
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5140
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CONNECTOR
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(2)MTW16
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(3)MTW16
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(1)MTW16
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(1)HTW20
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MAX TRUSS UPLIFT
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@ 24" OC (LBS)
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2010
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3015
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1005
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1285
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R2
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SEE DETAIL 9/S-3 WHERE LINTEL AT LANAI/ENTRY INTERSECTS MAIN WALL, TYPICAL.