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0 SEE STRUCTURAL NOTES AND NAILING SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2x4 OUTLOOKER 0 24" O.C. 2x4 OUTLOOKER 0 24" O.C. OR • TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t TOP CORD BLOCKING FOR FIRST FOUR ROWS 45'f I OF TRUSSES 8 EDGES OF SHEATHING TYPICAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL ( I SIMPSON H10 OR EQUAL \_SIMPSONH10 OR EQUAL 2 48"ROSS BRACEO.0 ® EACH JOINT ( ,0 EA. UTLOOKER ® EA. UTLOOKER I 4 MAX. SEE STRUCTURAL NOTES AND NAILING 2x4 CROSS BRACE I , W/(2) 1Odx3" SCHEDULE FOR SHEATHING DETAIL TOENAIL W 24'MAX., I " » X f (2) 16d NAILS ® 48" OX ® EACH JOINT L BRACE TO EXTEND AT LEAST 2x4 OUTLOOKER ® 24" O.C. W/(2) 10dx3" "L" BRACE TO EXTEND AT LEAST X I 90% OF WEB LENGTH (SEE TABLE ON SHEET 90% OF WEB LENGTH (SEE TABLE ON SHEET I S3) ATTACHED W/ 10d NAILS 0 4" O.C. . • S3) ATTACHED W/ 10d NAILS 0 4' O.C. � VERTICAL WEBS 0 GABLE END ' TOP CORD BLOCKING FOR FIRST FOUR ROWS J 45' t VERTICAL WEBS ®GABLE END ARE 0 16" O.C. �, Qp ARE ® 16" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES ®EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL cA 2x4 PANEL BLOCKING ® 48" O.C. I ,,� ® EA. OUTLOOKER 1/2" CDX PLYWOOD OR 7/16" OSB » SHEATHING ATTACHED W/ 10d NAILS ®6' O.C. 2x4 CROSS BRACE I 2x4 PANEL BLOCKING 0 48 O.C. SHEATHING ATTACHED W/ 10d NAILS A 6' O.C. FOR THE FIRST 8'—O OF END WALL I EDGES AND 12' O.C. FIELD ' ® 48" O.0 0 EACH JOINT I FOR THE FIRST 8'-0" OF END WALL I �_ EDGES AND 12" O.C. FIELD FROM EA. END 2) BOTTOM CORD W/(2) 1 Odx3' 4' MAX. FROM EA. END TYP. BOTTOM CORD ( ATTACHEfl Wf (2} 16—d TOENAILS I 2} 16d, ONE ON EACH SIDE OF '1' BLOCKING I 2) 16d, ONE ON EACH SIDE of 'T' BLOCKING " � ATTACHED W/ (2) 16—d TOENAILS � DBL. 2X4 HEADER L BRACE TO EXTEND AT LEAST ( 2) 16d •. 90% OF WEB LENGTH (SEE TABLE ON SHEET S3) • • DBL. 2X4 HEADER 2x4 "T" ON TOP OF PANEL • ATTACHED W/ 10d NAILS ® 4" Q.C. I SIMPSON H10 Utz I BLOCKING, FASTEN WITH OR EQUAL • VERTICAL WEBS 0 GABLE END 0 2x4 T" ON TOP OF PANEL SIMPSON H10 10dx3" 0 4" O/C » BLOCKING, FASTEN WITH OR EQUAL SP2—"'—/ ARE 0 16 O.C. 10dx3" 0 4" O/C OR EQUAL SIMPSON EQUAL SP2 I 0 OR EQUAL i SIMPSON DTC 016"O.C. W/(2) 8d 2x4 PANEL BLOCKING 0 48" O.C. 1/2' CDX PLYWOOD OR 7/16" OSB I SIMPSON DTC 016' O.C. W/(2) 8d TO BOTTOM OF GABLE & (4) 8d INTO A) FOR THE FIRST 8'-0" OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. 2X4 W/ (4) 10d TO BOTTOM OF GABLE & (4) 8d INTO 2 x 6 SILL PLATE FROM EA. END TYP. BOTTOM CORD I EDGES AND 12" O.C. FIELD 2X4 W/ (4) 1Od 2x6 SILL PLATE AT EACH END ATTACHED W/ (2) 16—d TOENAILS Ijr(2) 16d, ONE ON EACH SIDE OF .r BLOCKINGAT EACH END (2) t6d DBL 2X4 HEADER C.J. SILICON 1/4" GAP 2x6 P.T. SILL PLATE " C.J. SILICON 1/4" GAP W/ 1 /2 DIA. BOLT ® 48 • 2x6 P.T. SILL PLATE O.C. & 6" FROM PLATE 2x4 "T" ON TOP OF PANEL SIMPSON H10 » » » KNOCK —OUT BLOCK W/ (1) #5 CONT. " KNOCK —OUT BLOCK W/ (1) #5 CONT. BLOCKING, FASTEN WITH OR EQUAL • • SIMPSON DTC ® 16 O.C. W/(2) 8d W/ 1/2 DIA. BOLT 0 48 2X4 SPF FRAME WALL SPLICES W/ 3/16 2X4 SPF FRAME WALL -A. 10dx3" 0 4" O/C TO BOTTOM OF GABLE & (4) 8d INTO 0 O.C. & 6 FROM PLATE STUDS 0 16 O.C. =:; ONC. LINTEL W/ (1) #5 CONT. x 2 WASHER STUDS ®16" O.C. CONC. LINTEL W/ (1) #5 CONT. SIMPSON SP2 I 2 x 6 SILL PLATE ' g SPLICES W/ 3/16" MAX. OR EQUAL A) x 2" WASHER � MAX. • SIMPSON SP2 OR EQUAL SIMPSON SP2 2X4 W/ (4) 10d OR EQUAL AT EACH END DBL 2X8 W/ 1/2" PLYWD. FLITCH PL. W SIMPSON LSTA18 ( I MANUFACTURED WINDOW W/ I MANUFACTURED WINDOW W/ (j / FRAME. SEE DET. B/S2 FOR DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 FRAME. SEE DET. B/S2 FOR lu • C.J. SILICON 1/4" GAP (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS INTO DBL. 2X8 ON EACH SIDE OF WINDOW KNOCK —OUT BLOCK W/ (1) #5 CONT. 2X4 P.T. SPACER I INTO DBL. 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER CONC. SILL )( I I CONC. SILL )( 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW 1 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW 2X4 SPF FRAME WALL (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I I OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN 2x6 P.T. SILL PLATE 36") 36 ) Wf 1/2" DIA. BOLT O 48" STUDS ®16" O.C. O.C. & 6" FROM PLATE MAX. X I 1 1 ® O.C. TOP PL. 1 0 SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16'4 — MASONRY WALL (DESIGNED d I MASONRY WALL (DESIGNED N _,._MASONRY WALL (DESIGNED N x 2" WASHER x2 1/4' TAPCONS 012' O.C. (MAX.) AS CANTILEVERED) � I � I AS CANTILEVERED) 2X4 P.T. SPACER i AS CANTILEVERED) SEE TYPICAL GABLE END BALLOON RE —BAR BEYOND — SEE FILL CELL RE —BAR BEYOND — SEE FILL CELL (1) ROW 2X BLOCKING ® 0 FRAME DETAIL FOR FRAMING DET— I I ON PLAN ON PLAN MID —HEIGHT FOR WALL AILS BEYOND WINDOW (SEC. A/86) I ( ( 2X4 SPF FRAME WALL HEIGHT < 8'-6" AND (2) STUDS 0 24" O.C. ROWS ® 1/3 PTS. FOR 2X4 P.T. W/ 1/2"0 "J" I I 2X4 P.T. W/ 1/2"0 "J" MAX. lU WALL HEIGHTS > 8'-6" BOLTS 0 24" O.C. i I II BOLTS 0 24" O.C. 2X4 P.T. SPACER 11 SIMPSON SP1 I 2X4 P.T. Wf 1/2"4 "J" BOLTS ®24 OR EQUAL SEE SECTION A/S1 FOR TYPICAL I I I) SEE SECTION A/S7 FOR TYPICAL " O.C. II SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOUNDATION AND BLOCK WALL ( I FOUNDATION AND BLOCK WALL FOUNDATION AND BLOCK WALL FOR SLAB DETS. DETAILS SEE SECTION A/S1 DETAILS SEE SECTION A/S1 DETAILS FOR SLAB DETS. I ( FOR SLAB DETS. II u ��; 777 \i/iXi T*'PICAL ALTERNATE 5ALLOON FRAME a G,45LE END ALTERNATE 5ALLOON FRAME GABLE END OVER WINDOW t5 ALTERNATE 5ALLOON FRAME GA5LE END OVER WINDOW C NOT TO SCALE S(o NICHE WALL DESIGN NOT TO SCALE rJ. FLUSH WALL DESIGN NOT TO SCALE cad THI5 DESIGN IS FORA MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THE DE51GN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND SEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111, THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM. D f APHRAGM. DIAPHRAGM, ❑ SAMUEL A. GREEN5ERG, RE_ 034245 ❑ TWUY W. NU`t'NH, P.E. %0122 ❑ 1RWIN J. SENSON, P.E. 049l58 ❑ ALI A55A5 HAKIM, P.E. 056i86 TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE FLORIDA BUILDING CODE, SECTION 1606 FOR 120 MPH 3 SECOND GUST, EXPOSURE '15' WIND ZONE (2001 EDITION). THIS DRAWING AND DESIGN 15 VALID FOR 12 MONTHS AFTER THE DATE IT 15 SIGNED AND SEALED, SIGNED AND SEALED FOR THE STRUCTURAL PORTION OF THIS AoCREATED 05-22-02 DRAWING ONLY. ENGINEERING, P.A. P.O. SOX MW - APOl.LO WAGW - FLORIDA - 335U P114" - (813) 645 0166 FAX - (8113) 645 96W 120 MPH THESE ON TFffS PROJEAND CT DESIGNS ARE REPTHE JOINT NPOPERTHOIF DANSCO IS PR�ENGINEERING, EA A. 2 03 AND THE 3 81=G. C�I�ST SEAL LENNAR HOMES SCALE NOTED R,4m B.V. tAM'PA DIVISION DATE 5/22/02 N:/BLOCKS/STD 2001 5ALLOON FRAMING DETAILS DE JOS NO. PM - 502-1