7848 Merchantville Cir - Laserfiche WebLink

Browse Search

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. N • TOP CORD BLOWNG FOR FIRST FOUR ROWS 45' � TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES 0 EIS OF SHEATHING TYPICAL OF TRUSSES 0 EDGES OF SHEATHING TYPICAL � � SIMPSON H10 OR EQUAL I SIMPSON H10 OR EQUAL 2x4 CROSS BRACE I EA. CiLOOKER 0 EA. CUTLOOKER 0 4W O.0 0 EACH JOINT SEE STRUCTURAL NOTES AND NAILING 2x4 CROSS BRACE W/(2) 1Odx3" SCHEDULE FOR SHEATHING DETAIL 0 48" O.0 ® EACH JOINT �' MAX. � "L" BRACE TO EXTEND AT LEAST x ' TOENAIL W/ (2) 16d NAILS "L" BRACE TO EXTEND AT I FAST X I 90% OF WEB LENGTH (SEE TABLE ON SHEET $ _ 2x4 OUTLOOK 0 24" O.C. Wj(2) tOdx3" 90% OF WEB LENGTH (SEE TABLE ON SHEET S3) ATTACHED W/ 10d NAILS 0 4" O.C. TL • S3) ATTACHED W/ 10d NAILS ® 4" O.C. . s I VERTICAL WEBS �+ GABLE END @ VERE 16" WEBS GABLE END , TOP CORD BLOCKING FOR FIRST FOUR ROWS 45' t i ARE 0 16" O.C. 2x4 PANEL BLACKING 48" O.C. I 1 /2" CDX PLYWOOD OR 7/16" OSB OF TRUSSES 0 EDGES OF SHEATHING TYPICAL SIMPSON H10 OR EQUAL 1/2" CDX PLYWOOD OR 7/16" OSB � �_ SHEATHING ATTACHED W 10d NAILS 0 6- O.C. 2x4 CROSS BRACE ® EA. OUTLOOKER 2x4 PANEL BLOCKING 0 48" O.C. SHEATHING ATTACHED W/ 10d NAILS 0 6" O.C. FOR THE FIRST $ P� OF END WALL L BOTTOM CORD I EDGES AND 127 O.C_ FEE1D I " I `� ATOTAGHEI? vV% (2} t d TOENAILS i 48" O,C +sip EACH sO.11 w _ _ j FOR THE FIRST 8 --0 OF END WALL EDGES AND 12 O.C. FIELD y W/(2) 10dx�i" i 4* FROM EA. END TYP. BOTTOM CORD I 2) 16d, ONE ON EACH SIDE OF "l" BLOCKING 2} 18d, ONE ON EACH SIDE OF "T' BLOCKING I ATTACHED W/ {2} 16—d TolldAILS I 2) 16d • DBL 2X4 HEADER I "L" BRACE TO EXTEND AT LEAST '• + I 94� OF WEB LENGTH (SEE TALE ON SHEET S3)� •„ DBL. 2X4 HEADER 2X4 "T" ON TOP OF PANEL SIMPSON H10 • I ATTACHED W/ 10d NAILS 0 4 O.C. i 2x4 "i" ON TOP OF PANEL BLOCKING, FASTEN WITH OR EQUAL • 1 Odx3" 0 4" O/C SIMPSON EQUAL P2 � I ARE WEBS 0 GABLE END ° BLOCKING, FASTEN NTH f SIMPSONR UAL 1 O SIMPSON SP2 I " " " " cA 10dxY 0 4 O/C SIMPSON EQUAL I SIMPSON DTC 016 O.C. W/(2) 8d e I SIMPSON DTC CM6" O.C. W/(2) 8d ° TO BOTTOM OF GABLE & (4) 8d INTO - 2x4 PANEL BLOCKING 0 48 O.C. 1/2 CDX PLYWOOD OR 7/16 OSB TO BOTTOM OF GA13LE & (4) Sd INTO 2X4 W/ (4) 10d 2 x 6 SILL PLATE FOR THE FIRST W—O" OF END WALL SHEAT111NG ATTACHED W/ 10d NAILS 0 6" O.C. AT EACH END FROM EA. END TYP, BOTTOM CORD 2X4 W/ (4) 1Od ATTACHED W/ (2) 16M-d TOENAILS EDGES AND i2' O.C. FIELD AT EACH END 2x6 SILL PLAif —\ �(2)d, ONE ON EACH SIDE OF "T« BLOCKING d .=•' C.J. SILICON 1 /4" GAP 2x6 P.T. SILL PLATE C.J. SILICON 1 /4" GAP • BL 2X4 HEADER W/ 1 /2" DIA. BOLT 0 48" a 2x6 P.T. SILL PLATE KNOCK --OUT BLOCK W/ (1) #5 CONT. O.C. & 6" FROM PLATE KNOCK —OUT BLOCK W/ (1 ) #5 CONT. af4 - IN TOP T PANEL SIMPSON H1O .: SIMPSON DTC i6"O.C. W/(2) 8d W/ 1/2" DIA. BOLT 0 48" 2X4 SPF FRAME WALL SPLICES W/ 3/16" BLOCKING, FASTEN WITH OR EQUAL O.C. & 6" FROM PLATE STUDS 0 16" O.C. : ; ONC. LINTEL W/ (1) #5 CONT. x 2" WASHY 2X4 SPF FRAME WALL TO BOTTOM OF GABLE & (4) 8d INTO STUDS +!� 16" O.C.ee.CONC. LINTEL W/ (1) #5 CONT. 10dx3" 0 4" 0/C ° SPLICES W/ 3/16" MAX. OR EQUAL SIMPSON SP2 2 x 6 SILL PLATE MAX. U . OR EQUAL � x 2" WASHER SIMPSON SP2 OR EQUAL SIMPSON 5P2 • I j MANUFACTURED WINDOW W/ OR EQUAL I MANUFACTURED WINDOW W/ 2x4 W/ (4) 10d r DBL. 2X8 W/ 1/2" PLYWD. FLITCH PL. W/ SIMPSON LSTA18 FRAME " (7j AT EACH ENS :,;: . SEE DET B/S2 FOR DBL 2X8 W/ 1/2 PLYWD. FLITCH PL W/ SIMPSON LSTA18 FRAME SEE DET. B/S2 FOR •. O.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 KNOCK —OUT BLOCK W/ (1) �5 CONT. I INTO DBL 2X8 ON EACH SIDE OF WINDOW � 2x4 P.T. SPACER I caNc, SILL ?C k I CONIC. SILL rt 2X4 SPF FRAME WALL STUDS ON EACH SIDE OF WINDOW 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 OPENING (DBL. 2X4 EA. SIDE FOR WINDOWS WIDER THAN I I '2x6 P.T. SILL PLATE ) m W/ 1/2' DIA. BOLT W 48" S 0 16" O.C. I ! I 2X4 TOP PL I MAk a I O.C. & 6" FROM PLATE MASONRY WALL MASONRY WALL (DESIGNED SPLICES W/ 3/16" 2X8 P.T. W/2 ROWS OF 3 16'4 — X AS CANTILEVERE(D)ESEGNED AS CANTILEVERED x 2" WASHER x21 4' TAPCONS 012" OC. (MAX.) AS SIGNED E_ / ) I 2X4 P.T. SPACER � ) SEE TYPICAL GABLE END BALLOON I RE —BAR BEYOND — SEE FILL CELL RE —BAR BEYOND — SEE FILL CELL (1} ROW 2X BLOCKING g FRAME DETAIL FOR FRAMING BET— I ON PLAN ON PLAN ° AILS BEYOND WINDOW (SEC. A/S6) i STUDS F FRAME O.C. I MID —HEIGHT FOR WALL 2x4 P.T W/ 1/2"� "J" MAX. HEIGHT < 8` 6" AND (2) iv ROWS 0 1/3 PTS. FOR 2X4 P.T. W/ 1/2.0 "J" • LU WALL HEIGHTS > 8,-6" BOLTS 0 24" O.C. ( I �� BOLTS 24 O.C. lil PACER SIMPSON SP1 I 4P.T. p OR EQUAL I ( Ij SEE SECTION A/S1 FOR TYPICAL 2x4 P.T. w/ /2" "J" II SEE SECTION A/S1 FOR TYPICAL BOLTS 0 24" Q.C. SEE SECTION A/S1 FOR TYPICAL s SEE SECTION A FOUNDATION AND BLOCK WALL /S1 FOUNDATION AND BLOCK WALL ( FOUNDATION AND BLOCK WALL DETS. DETAILS SEE SECTION A/S1 DETAILS SEE SECTION A/S1 DETAILS FOR SLAB FOR SLAB DETS. I FOR SLAB DETS. ii a TYPIGAL 4L.TERN,4TE BALLOON FRAME e GAEBLE END �,4 ALTERNATE BALLOON FRAME GA5LE END OVER WINDOUJ � 5 ALTERNATE 5ALL.O®N FRAME GA1=3LE AND OVER WINDOW G NOT TO SCALE �J. NICI-GE WALL DESICGN NOT TO SCALE ram. FLUSH WALL DESIGN NOT TO SCALE THIS DESIGN 15 FOR A MASONRY HOME WITH A CABLE ENDIIJALL 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 TRAN51TION FROM MA50NRY TO WOOD CON5TRUCTION AT A 5OND 5ErAM THAT THE DESIGN CALLS FOR A TRANSITION FROM MASONRY TO WOOD GON5TRUCTION ,AT A BOND E!3EAM T44AT THE DESIGN CALLS FOR A TRAN51TION 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 PROV1510N5 GIVEN IN SECTION 2111, INCLUDING THE 5PEGIAL WIND PROVISIONS GIVEN IN SECTION 211-1, 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) D I APHR AGM. DIAPHRAGM. DIAPHRAGM. Ii 6AMUEL A. GREENBERG, PE. 03 THUY W. HUYNH, P.E. 0122 IRIUIN D. 5ENSON, P.E. #4c2Ii5 AL I A5eA5 HA<M, P.E. S61e,6 TO T4-IE BEST Or- THE EIGINEER`S KXmLEDGE AND Lf ,-143 T41E STRUCTURAL PLANS AND SPECIFICATIONS Y LUITw T°4 4E f'LDRII >A SU LDIW3 CODDE, SECTION 1+'of0 " I2® Mf Nol GUST, EXPOSURE `S" UJIND ZONE (2001 EDITION) TAI5 DR4WtWs AND DESIGN IS VALID FOR 12 MCktW$ AFteR TWEr DATE IT IS SIGNED AND SEALED. SiGNIED AND SEALED 1"OR T44IE STR,ICTURAI, PORTION L THIS \ CREATED 05--22-02 ORS UING ONLY. D EDWS INRIN 8 rFA qA tt //fi�gg f� {{ 1� " (8 ) I�$5 0166 - (13) ! !L{p/ MPH t �'IP0 l�JC1 IlTdi IN PEJUM ANY WR UCTION OINT� NAAUI? MiM UK IS PRIkfIBUrf 2000 � 5EG/ UST DATE 5/22/021 Nl/BL0CKS/ STD 2001 15ALLOON FRAMIWG DETAILS DE JOB NO. f=m a S021