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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 F2x4 OUTLOOKER ® 24" O.C. 2x4 OUTLOOKER ® 24" Q.C. • • • TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' I OF TRUSSES 0 EIS OF SHEATHING TYPICAL OF TRUSSES g EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL 2x4 CROSS BRACE ® EA. TTAOKER SIMPSO H10 OR EQUAL 0 48" O.0 ® EACH JOINT I 4° MAX 0 EA. TLOOKER W/{2) 1Qdx3" SEE STRUCTURAL NOTES AND NAILING 2x4 CRASS BRACE , 4' MAX. "L" BRACE TO EXTEND AT LEAST SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS ® 48" O.0 ® EACH JOINT X j 90% OF WEB LENGTH (SEE TABLE ON SHEET �• 2x4 I UTLOOKER 0 24" O.C. W%(2) tQdx3 "L" BRACE TO EXTEND AT LEAST I 907 OF WEB LENGTH (SEE TABLE ON SHEET 53) ATTACHED W/ 10d NAILS �+ 4" O.C. • S3)ATTACHED W/ 10d NAILS Q 4" O.C. { VERTICAL WEBS 0 GABLE END , • I @ ARE 0 16" O.C. VERTICAL WEBS 0 GABLE END TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' � I ARE ® 16" O.C. 2x4 PANEL BLOCKING 0 48' O.C. I /� 1 /2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES o EDGES OF\SHEATHIING TYPICAL SIMPSON HID OR EQUAL. 1 /2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'-�-O" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. 2x4 CROSS BRACE �. \ 1 I 0 EA. OUTLOOKER 2x4 PANEL BLOCKING ® 48" O.C. r,,�2) SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. FROM EA. END TYP. BOTTOM CORD I EDGES AND 12' C.C. FIELD " ' •,' FOR THE FIRST 8'-0" OF END WALL EDGES AND 12" O.C. FIELD ATTACHED W/ (2) 16•--d TOENAILS i 0 48 O.0 ® EACH JO!N r ..- _ W/{2) tOdx3" 1 ,d kX. FROM EA. END TYP. BOTTOM CORD t6d ONE 01d EACH SIDE OF "T" BLOCKNG2} 16d. ONE QN EACH SYDE OF T" BLOCKING I ATTACHED W/ (2} 16—d TOENAILS 2) 16d DBL. 2X4 HEADER I "L" BRACE TO EXTEND AT LEAST DBL. 2X4 HEADER • 90% OF WEB LENGTH (SEE TABLE ON SHEET S3)� 2x4 "T" ON TOP OF PANEL SIMPSON H10 I ATTACHED W/ 10d NAILS 0 4" Q.C. w BLACKING. FASTEN WITH OR EQUAL ' • 2x4 "T" ON TOP OF PANEL SIMPSON H10 • 1 Odx3" ® 4" O/C SIMPSON SP2 I VERTICAL WEBS 0 GABLE END BLOCKING, FASTEN WITH ARE 16" O.C. 10dx3" ®4" O/C OR EQUAL SIMPSON EQUAL I OR EQUAL i SIMPSON DTC 016"O.C. W/(2) 8d �e I I SIMPSON DTC 016" O.C. W/(2) 8d TO BOTTOM OF GABLE & (4) 8d INTO 2x4 PANEL BLOCKING 0 48" O.C. 1 1/2" CDX PLYWOOD OR 7/16" OSB TO BOTTOM OF GABLE & (4) 8d INTO � 2X4 W/ (4) 1Od 2 x 6 SILL PLATE FOR THE FIRST 8'-0" OF END WALL SHEATHING ATTACHED W/ 10d NAILS 0 6' O.C. 2x6 SILL PLATE AT EACH END e FROM EA. END TYP. BOTTOM CORD I EDGES AND 12" O.C. FIELD 2X4 W/ (4} 10d ATTACHED W/ (2) 16—d TOENAIL I AT f*ACH END w.,.. (2) 16d, ONE ON EACH SIDE OF 'T' BLOCKING C.J. SILICON 1/4" GAP 2x6 P.T. SILL PLATE .- • C.J. SILICON 1/4" GAP — (2) 16d • BL 2X4 HEADER W/ 1/2 . DIA. BOLT �+ 48" • O.C. & 6" FROM PLATE - 2x6 P.T. SILL PLATE KNOCK —OUT BLOCK W/ (1) #5 CONT, " KNOCK —OUT BLOCK W/ (1) #5 CONT. x4 ON TOP OF PANEL SIMPSON H100. SIMPSON RTC ifi"O.C. W 2} 8d W/ 1/2" DIA. BQL7 ®48" 2X4 SPF FRAME WALL SPLICES W/ 3/162X4 SPF FRAME WALL BLOCKING, FASTEN WITH OR EQUAL • • /( O.C. & 6" FROM PLATE STUDS ® 16. O.C. ONC. LINTEL W/ (1) #5 CONT. x 2" WASHER " CONC. LINTEL W/ (1) #5 CANT. � 1Odx3" 0 4" Q/C TO BOTTOM OF GABLE & (4) 8d INTO SPLICES W/ 3/16" MAX. •. MAX. 16 O.C. 1 SIMPSON SP2 2 x 6 SILL PLATE x 2" WASHER u U OR EQUAL SIMPSON SP2 Z!:2• OR EQUAL OR EQUAL SP2 I I MANUFACTURED WINDOW W/ OR EQUAL I MANUFACTURED WINDOW W/ 2X4 W/ {4) 10d DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA1$-.-----FRAME. SEE DET. 8/S2 FOR DBL 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 ---- FRAME. SEE DET. B/S2 FOR ILI Qj AT EACH END 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 2x4 P.T. SPACER INTO DBL 2X8 ON EACH SIDE OF WINDOW KNOCK —OUT B2X4 P.T. SPACER LOCK W/ (1) #5 CONT. 1 CONC. SILL ii I I CONC. SILL LJJ 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW <[ 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW I 2x6 P.T. SILL PLATE (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN i I OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN 1 2X4 SPF FRAME WALL 36"} W/ 1/2" DIA. BOLT ®48" STUDS 0 16" O.C. I I 2X4 TOP PL. I O.C. & 6" FROM PLATE MAX. _ _ MASONRY WALL (DESIGNED r' _.MASONRY WALL (DESIGNED SPLICES W/ 3/16 2X8 P.T. W/2 ROWS OF 3/16'0 — MASONRY WALL (DESIGNED AS CANTILEVERED) AS CANTILEVERED) x 2" WASHER x21/4' TAPCM& 012' O.C. (MAX,) AS CANTILEVERED) I I I 2X4 P.T. SPACER I RE —BAR BEYOND —SEE FILL CELL (t} ROW 2X BLOCKING SEE TYPICAL GABLE END BALLOON 1 RE —BAR BEYOND —SEE FILL CELL FRAME DETAIL FOR FRAMING DE' I ON PLAN ON PLAN I MID —HEIGHT FOR WALL AILS B2X4 SPF FRAME WALLEYOND WINDOW {SEC. A/S6) � � STUDS � 24" O.C. HEIGHT < 8'-6" AND (2) ( 2X4 P.T. W/ 1/2.0 ",1" MAX. ,3 ROWS 0 1/3 PTS. FOR 2X4 P.T. W/ 1/2"0 V I II BOLTS 24" O.C. p ILI WALL HEIGHTS > 8'-6' BOLTS ® 24" O.C. 2X4 P.T. SPACER 2X4 P.T. W/ 1/2.0 J. j SIMPSON SP1 I I II SEE SECTION A 51 FOR TYPICAL II OR EQUAL I / SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOR TYPICAL FOUNDATION AND BLOCK WALL BOLTS 24" O.C. SEE SECTION A/S1 FOUNDATION AND BLOCK WALL I I FOUNDATION AND BLOCK WALL FOR SLAB DETS.A DETAILS SEE SECTION A/S1 DETAILS SEE SECTION A/S1 II DETAILS 6 FOR SLAB DETS. I FOR SLAB DETS. K s I \//\\/f 2 >a a u is `C''I(FICAL ALTERNATE BALLOON FRAME GA5LE AND LTERNATr 5,4LLOON FRAME 6 GABLE END OVER WINDOUJ ; ALTERN,4TE 5AL.LOON FRAME G,4115LE END OVER WINDOW C NOT TO SCALE 5� Nlr, -GE MALL DESIGN NOT TO SCALE CJ FLI.1,31-1 W,41_L D 81C�N NOT i0 :5C,4L1= a a THIS DE51GN IS FOR A MA60NR'Ir 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 15 FOR A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING - THE DESIGN CALLS FOR A TRANSITION FROM MA50NRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MA50NRY" TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MA50NRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT HAS SEEN 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 211-. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PR0VI510NS GIVEN IN SECTION 2111 �y THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILINC-;) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF COIF CEILING) THE GABLE END WALLS ARE STRUCTURALLY CONTINUOUS FROM THE FLOOR TO THE ROOF (OR CEILING) DIAPHRAGM, DIAPHRAGM. DIAPHRAGM, c F] SAMUEL A. GREENBERG, F.E. 034245 �] THUS" H. HUYNH, I.E. 0122 i IRUJIN J. 5ENSON, RE. 041:�15I c t ALI ABBAS HAKIM, RE, '561 , TO TWE BEST Cr- TF-4EE E sINEER`S IQ�fOWL.EDGE AND BELIEF, T14E I STRUCTURAL PLANS AND SPECIPICATIONS Co -PLY IUIT� 4 TWE PLORIi3A 13dILDIN43 CODE, SECTION I&f2lro FOR 120 MPH 3 GUST, EXPOSURE V WIND ZONE (2001 EDITION) THIS DIRALUtWx AND DESIGN IS VALID FOR 12 MONTi46 Api°ER THE DATE IT IS SIGNED AND SEALED. � CREATED a5--2z—a2 SlfGZN4EloNGAN0oNLsYEALEp f:ORT4 4ESTRI.ICTUR4LPORTION THIE'. �N�iN�R6N, MO. SOX 34W - APMLO MEACH - FLORDA - /� �y M - ( )64b 0166 FAX - (813) 645 120 M ii go +4$10 OTHESE D" ON�SPRUJECT.AND 1M ARE TRE JOINT ANY REPRODUCTION �2R UNARTUTHOR E➢ USE IS PRffiIS�ITEA � AND THE aoo3 3 5EG. GUST SEAL LENNAR HOMES SCALE NOW TAMPA 01*0610NIRAW B.vm OATS 5/22/02 N11/1IL]CKS/M 2001 15AL .00N FRAMIWG DETAILS OE JOe NO. PM A 5021 15 , ,. .;., A, I I �j tl i:: I - - - 1 I— I III. I Llirflll111 I I . il.,_II I :d.