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SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING 2x4 OUTLOOKER 0 24" O.C. SCHEDULE FOR SHEATHING DETAIL TOENAIL W/ (2) 16d NAILS 2x4 OUTLOOKER ® 24" O.C. F. ® TOP CORD BLOCKING FOR FIRST FOUR ROWS J 45' OF TRUSSES O EDGES OF SHEATHING TYPICAL TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' f i I SiMPSON H10 OR EQUAL OF TRUSSES 1`I EDGES OF SHEATHING TYPICAL I 2x4 CROSS BRACE I ® EA. CUTLOOKER SIMPSON H10 OR EQUAL 0 48" O.0 ® EACH JOINT I 4"MAXI � s EA. TLOOKER W/(2) 1Odx3" I " SEE STRUCTURAL NOTES AND NAILING 2x4 CROSS BRACE iL4" MAX L" BRACE TO EXTEND AT LEAST SCHEDULE FOR SHEATHING DETAIL ( 90% OF WEB IfNGTH (SEE TABLE ON SHEET TOENAIL W/ (2) 16d NAILS ® 48" O.0 0 EACH JOINT }( 2x4 OUTLOOKER � 24" O.C. W/(2) tOdx3" I "L" BRACE TO EXTEND AT LEAST 53) ATTACHED W/ 10d NAILS 04" O.C. S3) ' T ACHED Wj Od9070 OF WEB LENGTH SNAILS ® 4- O.C.EE TABLE ON 1 1 VERTICAL WEBS GABLE END , ARE 0 16" O.G. • I VERTICAL WEBS 0 GABLE END �i 1/2" CDX PLYWOOD OR 7/16" OSB TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t I ARE ® 16" O.C. 2x4 PANEL BLOCKING 0 48" O.C. I /'- SHEATHING ATTACHED W/ 10d NAILS 0 6` O.C. ' OF TRUSSES 0 EDGES OF SHEATHING TYPICAL i /2" CDX PLYWOOD OR 7/16" OSB FOR THE FIRST 8'---0" OF END WALL I EDGES AND 129 O.C. FIELD 0EA.SIMPSON H1 O OR EQUAL I -SHEATHING ATTACHED W/ 10d NAILS 0 6 O.C. FROM EA. END TYP. BOTTOM CORD I ( EA OUTLOOKER 2x4 PANEL BLOCKING ®48" O.C. ATTACHED W/ (2) 16--d TOENAILS I 2) 16d. ONE ON EACH SIDE OF "T' BLOCKING 2x4 CROSS BRACE EDGES AND 12" O.C. FIELD DBL. 2X4 HEADER �' 48" O.0 ®EACH ��I�a� _._ ,_ I FOR THE FIRST $'-0" OF END WALL . JAI FROM EA. END TYP. BOTTOM CORD 2) 16d, (NdE ON EACH SIDE OF -r BLOCKING • w/(2) 10dx3" I q ` MAX. ATTACHED w/ (2) 16-d TOENAILS } 2) 16d 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 ' ATTACHED W/ 10d NAILS ® 4" O.C. I BLOCKING, FASTEN WITH OR EQUAL w I " 1Odx3" 0 4" O/C SIMPSON SP2 VERTICAL WEBS GABLE END 2x4 T" ON TOP OF PANEL SIMPSON H10 / OR EQUAL I " BLOCKING, FASTEN WITH SIMPSON DTC 016"O.C. W/(2) 8d ARE 16 O.C. OR EQUAL SIMPSON SP2 I x4 PA I dJ 10dx3" 0 4 O/C OR EQUAL " � I TO BOTTOM OF GABLE & (4) 8d INTO I SIMPSON DTC ®16 O.C. W/(2) 8d � PANEL BLOCKING 0 48" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB TO BOTTOM OF GA13LE & (4) 8d INTO 2X4 W/ {4) 10d 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 FROM EA. END TYP. BOTTOM CORD EDGES AND 12' O.C. FIELD 2X4 W/ (4) 10d ATTACHED W/ (2) 16-d TOENAILS AT EACH END I (2) 16d, ONE ON EACI4 SIDE OF T' BLOCKING " 2x6 P.T. SILL PLATE .•�• C.J. SILICON�1/4' GAPG.J. SILICON 1/4 GAP . (2) 16d BL 2X4 HEADER W/ 1 /2" DIA. BOLT 0 48" 2x4 i ` C iV TOP (3F PANEL 2x6 P.T. SILL PLAT_ " KNOCK -OUT BLOCK W/ (1) #5 CONT. O.C. & 6" FROM PLATE KNOCK -OUT BLOCK W/ (1) #5 CONT. BLOCKING, FASTEN WITH SIMPSON HiO " W/ 1/2 DIA. BOLT ®48 2X4 SPF FRAME WALL SPLICES W/ 3/16" OR EQUAL • • SIMPSON DTC ®16 O.C. W/(2) 8d 2X4 SPF FRAME WALL .-. 1Odx3" 0 4" O/C TO BOTTOM OF GABLE & (4) 8d INTO O.C. & 6" FROM PLATE STUDS O 1C O.C. ONC. LINTEL W/ (1) #5 CONT. x 2 WASHER STUDS 0 16" O.G. CONK. LINTEL W/ (1) #5 CONT. SIMPSON SP2 SPLICES W/ 3/16" MAX. R OR EQUAL I 2 x 6 SILL PLATE MAX. U x 2" WASHER SIMPSON SP2 SIMPSON SP2 Z_ . .. * OR EQUAL OR EQUAL MANUFACTURED WINDOW W/ " I MANUFACTURED WINDOW W/ ( AT EACHW/ (4) DBL, 2X8 W/ 1/2" PLYWD. FLITCH PL W/ SIMPSON LSTA18 I I _._-----FRAME. SEE DET. B/$2 FOR DBL 2X8 Wj 1/2 PLYWD. FLITCH PL W/ 5tMPSON 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 2X4 P.T. SPACER INTO DBL. 2X8 ON EACH SIDE OF WINDOW KNOCK -OUT BLOCK W/ (1) #5 CONT. I CONK. Sill �( 2X4 P.T. SPACER I I CONK. SILL 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW - I 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW OPENING 6}ING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN 2X4 SPF FRAME WALL (1) SIMPSON H3 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I I �I I " 2x6 P.T. SILL PLATE W/ 1/2" DIA. BOLT ® 48" STUDS 0 16" O.C. 2X4 TOP PL MAX. rs _MASONRY WALL (DESIGNED O.C. & 6" FROM PLATE I I ��,,,_,_MASONRY WALL (DESIGNED AS CANTILEVERED) E SPLICES W/ 3j16" 2X8 P.L W 2 ROWS OF 3 16r*o — AS CANTILEVERED) 2X4 P.T. SPACER 1 MASONRY WALL {DESIGNED I I x 2" WASHER x2 1%4" TAPCONS 0 12. O.C. (MAX.) AS CANTILEVERED) SEE TYPICAL GABLE END BALLOON I RE -BAR BEYOND - SEE FILL CELL RE -BAR BEYOND - SEE FILL CELL {t) Row 2X BLOCKING 0 Q FRAME DETAIL FOR FRAMING DET- I I ON PLAN ON PLAN I MID -HEIGHT FOR WALL ' AILS BEYOND WINDOW (SEC. A/S6) 2X4 SPF FRAME WALLSTUDS 0 24' O.C. HEIGHT < 8'-6" AND (2) 2X4 P.T. W/ 1/2"0 "J" MAX. ROWS 0 1/3 PTS. FOR 2X4 P.T. W/ 1/2"0 "J" I (I BOLTS b 24" O.C. jU WALL HEIGHTS > W-6" BOLTS 0 24" O.C. 2X4 P.T. SPACER I I SIMPSON SP1 I 2X4 P.T. W/ 1 /2"0 -,r 3 OR EQUAL I ( 4 SEE SECTION A/S1 FOR TYPICAL BOLTS 0 24" Q.C. !I SEE SECTION A/S1 FOR TYPICAL SEE SECTION A/S1 FOR TYPICAL FOUNDATION AND BLOCK WALL FOUNDATION AND BLOCK WALL SEE SECTION A/S1 FOUNDATION AND BLOCK WALL I FOR SLAB DETS. DETAILS SEE SECTION A/S1 DETAILS SEE SECTION A/S1 iI DETAILS FOR SLAB DETS. I FOR SLAB DETS. a ti . 9 TYPIC,4L 4LTERNATE BALLOON FRAME GA 5L.E END 4LTERN4TE 8,4LLOON FRAt-lE GA5LE END OVER UJINDOUJ ALTERN,4TE 5,4LLOON FRAME 6 GABLE END OVER UUINDOW � NOT TO SCALE e.�ro NICHE WALL DESICGN NOT TO SCALE e.>�o FLUSH WALL DESIC:N NOT TO SCALE � 3 THIS DESIGN[ IS FOB? A MASONRY HOME WITH A GABLE ENDWALL ADJACENT TO A CATHEDRAL CEILING. THIS DESIGN IS FOR A MASONRY DOME 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 MA60NRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM 1" fA50NRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD CONSTRUCTION AT A BOND BEAM THAT #4A5 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 CODE2001' HAS BEEN DESIGNED TO MEET THE STRUCTURAL REQUIREMENTS OF THE FLORIDA BUILDING CODE 2001, INCLUDINGTHE SPECIAL WIND PROVISIONSGIVEN IN SECTION 211-1. INCLUDING THE SPECIAL WIND PROVISIONS:OV#SIONS GIVEN IN SECTION 2111. INCLUDING THE SPECIAL WIND PROVISIONS GIVEN IN SECTION 211'1. � 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) D I APHRAGM. D IAPHRACM. DIAPHRAGM. ❑ S.4MUEL A. GREEN5ERG, P.E. #34245 THUY H. HUYNH, PE. %0122 ❑ IRUJIN J. 5ENSON, Pl:-. 04'�158 ALI AfBeAS HA<IM, F.E. S(oi TO TI-E BEST 01= THE EW-%INEER`S KNOWLEDGE AND BELIEF, T44E t STRUCTURAL PLANS AND SPEC1F1C4TI0N6 COMPLY w1TW THE FLORUDA SUILDINCx CODE, SECTION 1606 FOR 120 MpW 3 SE C"T, EXPOSURE '15' WIND ZONE (2WI EDITION)_ E TI4I6 DRAWIWo AND DESIGN 16 VALID FOR 12 MONTW6 APTER TI E DATE IT 16 SIGNED AND SEALED. C S€GNED AND SEALED 3=0R Ti+E sTR, =p-4L Pofzrm OF VIES CREATED 05-22-02 DRAwm ONLY. AN 6 EW31NEERING, Fes. 'p.0. WX 34W - APO"O MeACW - FLaA - 3 -12 ��yy q pt'i t'+�" - (813) 645 0166 PAX - (613) 645 2 K/ i f (DGIIENT Lei THIS P0JECT, ANY REPRUDIICTIDN PRdNAUTIITNEI ZM WE IS PRIk MITER � AND THE E 3 5E C. S..hU5 I a C SEAL LEMAR �4ME WALE NoMm TAMPA DIVt6i�t B.V, DATE 5/22/02 Ni/BLOCKS/STD 2001 MALLOON FRAMIWG DETAILS DE JOe NO. PM •- 5021 - -