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� m m 04 •Oco � 04 a 0 W o� om 10. 20C, .J • v N l � y O .J CL A 'O Z � 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 ® 24" O.C. 2x4 OUTLOOKER ® 24" O.C. . . • TOP CORD BLOCKING FOR FIRST FOUR ROWS 45'f TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t TRUSSES ®EDGES OF SHEATHING TYPICAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL I I SIMPSON H10 OR EQUAL SIMPSOh H10 OR EQUAL 2x4 CROSS BRACE I 0 EA. CUTLOOKER SEE STRUCTURAL NOTES AND NAILING I 0 48" O.0 0 EACH JOINT I 'MAX, MAX. SCHEDULE FOR SHEATHING DETAIL 2x4 CROSS BRACE I 4' MAX UTLOOKER I " " ,( W/(2) 10dx3" TOENAIL W/ (2) 16d NAILS ® 48 O.0 ® EACH JOINT L BRACE TO EXTEND AT LEAST 2x4 OUTLOOKER ® 24" O.C. W/(2) 10dx3" I "L" BRACE TO EXTEND AT LEAST I 90 ATTACHED LENGTH OdSEE TABLE ® O SHEET 0 S • • • S3) ATTACHW/ Od90% OF LENGTH SNAILS ® 4EE TABLE- 0 C SHEET 1 VERTICAL WEBS 0 GABLE END 0 0 ARE ® 16" O.C. TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f I VERTICAL WEBS 0 GABLE END , cA O.C.1/2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES ®EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL ARE ® 16" dJ 2x4 PANEL BLOCKING ®48" O.C. I ® EA. OUTLOOKER " 1 /2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. 2x4 PANEL BLOCKING � 48 O.C. " FOR THE FIRST 8'-0" OF END WALL " 2x4 CROSS BRACE I SHEATHING ATTACHED W/ 10d NAILS 0 6 O.C. FROM EA. END TYP. BOTTOM CORD I EDGES AND 12 O.C. FIELD ® 48" O.0 ® EACH JOINT ( FOR THE FIRST 8'-0" OF END WALL I EDGES AND 12" O.C. FIELD 4' MAX. FROM EA. END TYP. BOTTOM CORD I ATTACHED W/ (2) 16—d TO NAILS I 2) 16d, ONE ON EACH SIDE OF "T' BLOCKING W/(2) 10dx3" I 2) 16d, ONE ON EACH SIDE OF "T" BLOCKING ATTACHED W/ (2) 16—d TOENAILS TDBL. 2X4 HEADER I "L" BRACE TO EXTEND AT LEAST X I (2) 16d • . 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)< DBL 2X4 HEADER ATTACHED W/ 10d NAILS 0 4" O.C. ' • T I 2x4 " r ONTOP OFFASTEN PANEL WITH R UA • 0 2x4 "T" ON TOP OF PANEL OR EQUAL L 10 VERTICAL WEBS 0 GABLE END , SIMPSON H10 • • 10dx3" ®4" 0/C SIMPSON SP2 " BLOCKING, FASTEN WITH OR EQUAL SIMPSON SP2 " ARE ®16 O.C. OR EQUAL 10dx3 ®4 0/C I 0 X I SIMPSON DTC 016 O.C. W/(2) 8d �i d 2x4 PANEL BLOCKING ® 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB OR EQUAL I SIMPSON DTC 016" O.C. WA2) 8d 4 TO BOTTOM OF GABLE & (4) 8d INTO FOR THE FIRST 8'-0" OF END WALL I SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. TO BOTTOM OF GABLE & (4) 8d INTO LIN 2X4 W/ (4) 1Od 2 x 6 SILL PLATE FROM EA. END TYP. BOTTOM CORD ( EDGES AND 12" O.C. FIELD 2X4 W/ (4) 1Od ; 2x6 SILL PLATE AT EACH END . ATTACHED W/ (2) 16—d TOENAILS I (2) 16d, ONE ON EACH SIDE OF "T" BLOCKING AT EACH END IN I (2) 16d DBL. 2X4 HEADER C.J. SILICON 1/4" GAP 2x6 P.T. SILL PLATE .=•' C.J. SILICON 1/4" GAP IN • • T W/ 1/2" DIA. BOLT ® 48" SIMPSON H10 2x6 P.T. SILL PLATE O.C. & 6" FROM PLATE 2x4 "T" ON TOP OF PANEL p M KNOCK —OUT BLOCK W/ (1) #5 CONT. KNOCK —OUT BLOCK W/ (1) #5 CONT. BLOCKING, FASTEN WITH SIMPSON DTC ® 16 O.C. W/(2) 8d W/ 1/2" DIA. BOLT ® 48 2X4 SPF FRAME WALL SPLICES W/ 3/16" OR EQUAL �• 10dx3" ®4" 0/C TO BOTTOM OF GABLE & (4) 8d INTO 0 x O.C. & 6" FROM PLATE STUDS ®16" O.C. W.�CONC. x 2" WASHER 2X4 SPF FRAME WALL.'SIMPSON SP2 2 x 6 SILL PLATE ' SPLICES W/ 3/16" MAX. LINTEL W/ (1) #5 CONT. STUDS ® 16" O.C. CONC. LINTEL W/ (1) #5 CONT. OR EQUAL "MAX. • x 2 WASHER SIMPSON SP2 OR EQUAL SIMPSON SP2 2X4 W/ (4) 1Od OR EQUAL (>j AT EACH END DBL 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 I I MANUFACTURED WINDOW W/ I MANUFACTURED WINDOW W/ C.J. SILICON 1/4' GAP (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) Sd FRAME. SEE DET. B/S2 FOR DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL W/ SIMPSON LSTA18 FRAME. SEE DET. B/S2 FOR lU INTO DBL. 2X8 ON EACH SIDE OF WINDOW HEADER & SILL DETAILS (OR EQUAL) W/ (7) 8d NAILS INTO STUDS AND (7) 8d HEADER & SILL DETAILS KNOCK —OUT BLOCK W/ (1) #5 CONT. 2X4 P.T. SPACER I INTO DBL 2X8 ON EACH SIDE OF WINDOW 2X4 P.T. SPACER I X I I )( 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW CONS. SILL ( CONS. SILL Q 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW Q (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I 2X4 SPF FRAME WALL OPENING (DBL 2X4 EA. SIDE FOR WINDOWS WIDER THAN rL I 2x6 P.T. SILL PLATE 36") 36" ) W/ 1/2" DIA. BOLT ® 48" STUDS ®16" O.C. I 0 O.C. & 6" FROM PLATE MAX. X I I I -, 2X4 TOP PL I 0 SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3/16"0 — MASONRY WALL (DESIGNED 4 I I MASONRY WALL (DESIGNED N MASONRY WALL (DESIGNED x 2" WASHER x2 1/4" TAPCONS 012' O.C. (MAX.) AS CANTILEVERED) I 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/S6)-I I I 2X4 SPF FRAME WALL HEIGHT < 8'-6" AND (2) N 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" " J" MAX. LU WALL HEIGHTS > 8'-6" BOLTS 0 24" O.C. I I II BOLTS 0 24" O.C. I I 2X4 P.T. SPACER SIMPSON SP1 H OR EQUAL 2X4 P.T. W/ 1/2.0 "J" SEE SECTION A/S1 FOR TYPICAL I I II SEE SECTION A/S1 FOR TYPICAL BOLTS ®24" O.C. II SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOUNDATION AND BLOCK WALL I I FOUNDATION AND BLOCK WALL FOUNDATION AND BLOCK WALL FOR SLAB DETS.A DETAILS SEE SECTION A/S1 I DETAILS SEE SECTION A/S1 II DETAILS FOR SLAB DETS.Ll FOR SLAB DETS. I I X \ \\ \\\\ \\ NOTE: NOTE: NOTE: SEE SECTION D/S1 FOR SEE SECTION D/S1 FOR SEE SECTION D/S1 FOR FRAME TO MASONRY WALL FRAME TO MASONRY WALL FRAME TO MASONRY WALL CONNECTION 0 ENDS OF CONNECTION ® ENDS OF CONNECTION 0 ENDS OF BALLOON FRAME WALL BALLOON FRAME WALL BALLOON FRAME WALL T*'PICAL ALTERNATE BALLOON FRAME 6 GABLE END ,4 ALTERNATE BALLOON FRAME GABLE END OVER WINDOW ALTERNATE BALLOON FRAME GABLE END OVER WINDOW C NOT TO SCALE CJ�O NICHE WALL DESIGN NOT TO SCALE CJ. FLUSH WALL DESIGN NOT TO SCALE CJ�O THIS DESIGN IS FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN 18 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 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 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. DIAPHRAGM. DIAPHRAGM. ❑ SAMUEL A. GREENBERG, P.E. 034245 ❑ THUY H. HUYNH, P.E. %0122 ❑ IRWIN J. BENSON, P.E. 04,5158 ❑ AL I ABBAS HAKIM, P.E. muoiuo 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 '5' 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. v 1,� /��Ey1�GII'--M 'RING,� P.A. P�OR� �8�'7Y/If/6IrM-�/i.i.O 0GMLA'� _ BRI��J .�.� 120 MPH EB 14wo 12 (DTHESE RAWINGSON THIS AND DJE DESIGNS ARE REPTTHE JOINT ORPRUNERARTY OF D SE ISEPR�IB ENGINEERING, D THE 3 SEC. GUST SEAL LENNAR HOMES SCALE NOTED TAMPA DIVISION RAM S.V. DATE 15/22/02 Ni/BLOCKS/STD 2001 BALLOON FRAMING DETAILS DE JOB NO. PM - 5021 rm