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—TEMPORARY TAPE <br />'FLAP' X/ TO HOLE) FLAP /HOUSE <br />WRAP 7 <br />A <br />ROUGH <br />OPENING <br />HOUSE <br />URAP <br />SHEATHING <br />TEMPORARY TAPE <br />'FLAP' <br />TO HOLE) FLAP <br />Z_�r <br />2HOUSE <br />WRAP;7 <br />SHEATHING <br />ROUGH <br />OPENING <br />SILL WRAP <br />ILL FLASHING <br />HOUSE <br />WRAP INSTALL FLEXIBLE <br />FLASHING <br />SHEATHING C05NER5 AT <br />WINDOW 5ILL <br />TLAP' <br />WINDOW FLANGE--\ <br />HOUSE <br />WRAP <br />SHEATHING <br />w/mol <br />TEMPORARY TAPE <br />TO HOLD FLAP <br />/HOUSE <br />WRAP/ <br />SHEATHING <br />CAULK BEHIND <br />WINDOW FLANGE <br />BEFORE <br />INSTALLATION. <br />FLASHING <br />WINDOW FLASHING METHOD `A -I' 3-6TEP PROCE65: WINDOW FLASHING METHOD -A-I' WINDOW FLASHING METHOD 'A -I' <br />A A WINDOW INSTALLER WILL CUT THE BUILDING PAPER AT A 4. ANGLE TO A POINT 51 UP AND 9' OUT A INSTALL 6ILL FLA61HING (EXTENDING 4' BEYOND THE ROUGH OPENING ON EACH SIDE) A. APPLY A CONTINUOUS BEAD OF CAULKING ON THE BACK SIDE OF THE WINDOW FLANGE. <br />FROM THE UPPER CORNERS OF THE ROUGH OPENING. (�) B. INSTALL COWER SHIELD FLASHING (FASTEN WITH M015TOP SEALANT OR EQUAL) 5. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. <br />5. TH15 WILL MAKE A 'FLAP' THAT WILL BE USED TO COVER THE HEAD FLASHING IN STEP 6. C. INSTALL 5ILL WRAP (MUST COMPLETELY COVER ROUGH OPENING SILL (INCLUDING COWER 5HIELD5) <br />METAL FLASHING <br />DOUBLE LAYER SPLINE APPLIED <br />VERTICALLY (IF U51NG FELT, SPLIT <br />36' - WIDE SHEET IN HALF) <br />2' TO 4' LAP AT <br />HORIZONTAL JOINT <br />2' TO 4' LAP AT <br />HORIZONTAL JOINT <br />All <br />SHEATHING <br />BUILDING PAPER <br />HOU5EWRAP <br />I -CUT <br />WINDOW <br />OPENINGS <br />SHEATHING WRAP <br />(BUILDING PAPER <br />OR HOU6EWRAP) <br />CARRIED V TO 2' <br />BELOW BOTTOM <br />OF SHEATHING <br />41 To V LAP AT <br />VERTICAL JOINT <br />V (V MIN.) BEYOND <br />COFNER BOARD <br />SHEATHING <br />WRAP DETAIL <br />XALE: N.T.6. <br />WINDOW FLANGE <br />HOUSE <br />WRAP <br />SHEATHING <br />—TEMPORARY TAPE <br />,FLAP, X/ TO HOLD FLAP zwoue <br />WRAP7 <br />HEAD FLASHING <br />\-51LL FLASHING <br />JAM FLASHING <br />WINDOW FLASHING METHOD -A-I' <br />A INSTALL HEAD FLA54% OVER THE WINDOW FLANGE. <br />B. EXTEND THE HEAD FLASHING 8' BEYOND THE ROUGH OPENING ON EACH SIDE, <br />—TEMPORARY TAPE <br />'FLAP' TO HOLD FLAP <br />/HOUSE <br />WRAP/ <br />ol <br />SHEATHING <br />JAM FLASHING <br />WINDOW FLANGE <br />HOUSE <br />WRAP SILL FLASHING <br />SHEATHING <br />WINDOW FLASHING METHOD 'A-1- <br />A. INSTALL JAMB FLASHING OYER THE WINDOW FLANGE ON EACH SIDE, <br />B. EXTEND THE JAMB FLASHING 4'A5OVE THE ROUGH OPENING AND 8`5ELOW THE ROUGH OPENING. <br />C. INSTALL THE WINDOW ACCORDING TO THE MANUFACTURERS SPECIFICATIONS. <br />ZWOUSE <br />'FLAP' WRAP7 <br />x------------------------------- <br />EAD FLASHING <br />JAM FLASHING <br />HOUSE <br />WRAP \—SILL FLASHING <br />SHEATHING WINDOW FLANGE <br />TO ALLOW M015TURE TO BE DIVERTED TO THE OUT61DE 50-ACE <br />WINDOW FLASHING METHOD `Aj- <br />A. ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. <br />2HOU5E <br />WRAP <br />'FLAP' <br />WEATHER RE615TANT EAD FLASHING <br />CONSTRUCTION TAPE <br />//,--JAM FLASHING <br />HOUSE <br />WRAP \_5ILL FLASHING <br />SHEATHING WINDOW FLANGE <br />WINDOW FLASHING METHOD 'A -I' <br />01 A. APPLY WEATHER RE515TANT TAPE OVER THE 46. ANGLE CUT ON THE BUILDING PAPER, <br />B. ON IN61DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM <br />0 <br />0 <br />. . . . . . . . . . . . <br />DANSCO <br />EERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Flodda 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />CD <br />C) <br />Lu <br />z <br />Z g <br />ED <br />LA <br />Lu U- <br />C" <br />z t; 00 <br />Z ui <br />Lu 3: <br />w CD <br />C:) <br />ui <br />Lu <br />Lu IL <br />C:) _j <br />[L <br />Lu <br />ry L� _j <br />z <br />Q <br />C) F— < <br />u V) <br />z uj <br />< -7 00 <br />F— Z C�l <br />0 L0 <br />u (y) <br />IL L <br />V) <br />::D <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE <br />THIS DRAWING AND DESIGN 15 VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND S EALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />@2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM UENNAR CORPORAflON. <br />@2019 - THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE DESCRIPTION <br />12,19.17 1.00 6TH ED. (2017) FBC <br />UPDATES <br />UPDATED CONNECTION <br />06.08.18 1.01 CROSS-REFERENCE TABLE <br />ND STAIR STRAP <br />01-09-19 1.02 ROOF UNDERLAYMENT REV. <br />VERS16N NO. 1.02 01.09.19 <br />C= <br />C1.1,11 <br />uj <br />DO <br />z <br />L-L, <br />uj <br />V) � '2 C14 <br />(N <br />Lu LLJ Ce) 720 <br />uj 10 <br />4t: <br />z :�E - =) - <br />a < LL! u� <br />V) IA- IL <br />z <br />Lu El <br />SHEET TITLE: <br />WINDOW FLASHING <br />DETAILS & NOTES <br />SHEET INFORMATION: <br />JOB NO.: 390079 <br />DATE ISSUED: 01.16.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />I[--WF—I----] <br />WINDOW FLASHING METHOD `Aj- <br />A. ALLOW THE BUILDING PAPER 'FLAP' TO DRAPE OVER THE HEAD FLASHING. <br />2HOU5E <br />WRAP <br />'FLAP' <br />WEATHER RE615TANT EAD FLASHING <br />CONSTRUCTION TAPE <br />//,--JAM FLASHING <br />HOUSE <br />WRAP \_5ILL FLASHING <br />SHEATHING WINDOW FLANGE <br />WINDOW FLASHING METHOD 'A -I' <br />01 A. APPLY WEATHER RE515TANT TAPE OVER THE 46. ANGLE CUT ON THE BUILDING PAPER, <br />B. ON IN61DE PERIMETER OF WINDOW APPLY CONTINUOUS BEAD OF SEALANT OR EXPANDABLE FOAM <br />0 <br />0 <br />. . . . . . . . . . . . <br />DANSCO <br />EERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Flodda 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />CD <br />C) <br />Lu <br />z <br />Z g <br />ED <br />LA <br />Lu U- <br />C" <br />z t; 00 <br />Z ui <br />Lu 3: <br />w CD <br />C:) <br />ui <br />Lu <br />Lu IL <br />C:) _j <br />[L <br />Lu <br />ry L� _j <br />z <br />Q <br />C) F— < <br />u V) <br />z uj <br />< -7 00 <br />F— Z C�l <br />0 L0 <br />u (y) <br />IL L <br />V) <br />::D <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE <br />THIS DRAWING AND DESIGN 15 VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND S EALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />@2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM UENNAR CORPORAflON. <br />@2019 - THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE DESCRIPTION <br />12,19.17 1.00 6TH ED. (2017) FBC <br />UPDATES <br />UPDATED CONNECTION <br />06.08.18 1.01 CROSS-REFERENCE TABLE <br />ND STAIR STRAP <br />01-09-19 1.02 ROOF UNDERLAYMENT REV. <br />VERS16N NO. 1.02 01.09.19 <br />C= <br />C1.1,11 <br />uj <br />DO <br />z <br />L-L, <br />uj <br />V) � '2 C14 <br />(N <br />Lu LLJ Ce) 720 <br />uj 10 <br />4t: <br />z :�E - =) - <br />a < LL! u� <br />V) IA- IL <br />z <br />Lu El <br />SHEET TITLE: <br />WINDOW FLASHING <br />DETAILS & NOTES <br />SHEET INFORMATION: <br />JOB NO.: 390079 <br />DATE ISSUED: 01.16.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />I[--WF—I----] <br />. . . . . . . . . . . . <br />DANSCO <br />EERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Flodda 33572 <br />p. 813.645.0166 <br />f. 813.645.9698 <br />www.danscoengineering.com <br />CA 25948 <br />CD <br />C) <br />Lu <br />z <br />Z g <br />ED <br />LA <br />Lu U- <br />C" <br />z t; 00 <br />Z ui <br />Lu 3: <br />w CD <br />C:) <br />ui <br />Lu <br />Lu IL <br />C:) _j <br />[L <br />Lu <br />ry L� _j <br />z <br />Q <br />C) F— < <br />u V) <br />z uj <br />< -7 00 <br />F— Z C�l <br />0 L0 <br />u (y) <br />IL L <br />V) <br />::D <br />TO THE BEST OF THE ENGINEER'S <br />KNOWLEDGE AND BELIEF, THE STRUCTURAL <br />6TH EDITION (2017) FLORIDA RESIDENTIAL <br />BUILDING CODE, SECTION R301 FOR <br />140 MPH (Vasd = 108MPH), 3 SEC. GUST, <br />EXPOSURE "C" ENCLOSED (INTERNAL <br />PRESSURE COEFFICIENT = ±0.1 8) WIND ZONE <br />THIS DRAWING AND DESIGN 15 VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNED AND S EALED FOR THE STRUCTURAL PORTION <br />OFTHIS DRAWINGONLY. <br />@2019 LENNAR CORP.-THIS PLAN MAY NOT BE <br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN <br />CONSENT FROM UENNAR CORPORAflON. <br />@2019 - THESE DRAWINGS AND DESIGNS ARE THE <br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND <br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION <br />OR UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE DESCRIPTION <br />12,19.17 1.00 6TH ED. (2017) FBC <br />UPDATES <br />UPDATED CONNECTION <br />06.08.18 1.01 CROSS-REFERENCE TABLE <br />ND STAIR STRAP <br />01-09-19 1.02 ROOF UNDERLAYMENT REV. <br />VERS16N NO. 1.02 01.09.19 <br />C= <br />C1.1,11 <br />uj <br />DO <br />z <br />L-L, <br />uj <br />V) � '2 C14 <br />(N <br />Lu LLJ Ce) 720 <br />uj 10 <br />4t: <br />z :�E - =) - <br />a < LL! u� <br />V) IA- IL <br />z <br />Lu El <br />SHEET TITLE: <br />WINDOW FLASHING <br />DETAILS & NOTES <br />SHEET INFORMATION: <br />JOB NO.: 390079 <br />DATE ISSUED: 01.16.19 <br />DRAWN BY: LF <br />REVIEWED BY: TH <br />I[--WF—I----] <br />