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1120 - 1122 Scheidel Court (2)2 STORY MODEL FOUNDATiON PLAN S1 31111 = 11-011 3 2x4 '2 SPF STUDS s 1211 O/C. 2x4 42 SFF - STUDS a 12" O/C. (2) MT512'5 OR (2) MSTA24'S is T100 TO —� 2ply 2x4 02 SYP POST w/ (1) WOOD•Tle ROD. 3 (2) MTS12'S OR (2) MSTA24'6 0 FII TO 2ply 2x4 *2 SPF POST w/ (l) WOOD•Tle ROD. (2) HT520'5 OR (2) MSTA24'3 0 T01 TO 2x4 02 SPF POST w/ WOOD•Tie RODS. (2) MTS12'5 OR (2) MSTA24'8 B T04 T 2ply 2x4 "2 SPF PC w/ (1) WOOD-Tle R< u� FC5 FCi SW (2/1x10-2/3 5W S EACH F10 TO TOP =L D�PTt4-BLOCK1 EN FLOOR JOISTS AT (2) MT512'5 OR (2) MSTA2-, a TI00 TO WOO>Tie ROD. F,^.1 FC5 FCI (1) H5 0 TACH Flo TO TOS FULL�-DEPTP-BLOCKtNIG TICO BETWEEN FLOOR JOISTSFAT WAL (2) MTSI2'S OR C2) MST 4'S is T100 TO 2p 24 -X, 4 7-� 6 Ts� w/ (I) WOOD•Tie ROD. �t— Sllh' KJ Sw -- -- --� (1) HTTi6 B FOe TO (1) 5/8"0" ALL THREAD — ROD w/ 3ply 2x4 *2 SPF POST. TO (1) INVERTED HTT16 a BM BELOW. IST FLOOR STRUCTURAL PLAN 3/lro= V-011 m R N - 2x4 02 SPF STUDS s 12" O/C. - 2x4 *2 SPF STUDS a 12" O/C. (2) MT512'5 OR (2) MSTA24'5 a T100 TO 2ply 2x4 02 SYP POST B w/ (1) WOOD -Tie ROD. N (2) MTS12'S OR (2) MSTA24'5 A FIl TO 2p1y 2x4 *2 SPF POST w/ (1) WOOD•Tte ROD. sl 51 3/(roll = 1'-011 (PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION -EDGE MAY BE OMITTED IF A STEM -WALL FOUNDATION IS USED IN LiEU OF A MONOLITHIC FOUNDATION. PAD FOOTINGS LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM -WALL OR MONOLITHC FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING IS REQUIRED WITH A STEM WALL FOUNDATION (1E 30"x30"), IT NEED ONLY BE PLACED EITHER BELOW -GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. I I PRESSURES COMPONENTS t CLADDINGS PRESSURES - IN PSF OPNIG AREA (SIF) END -ZONES INTERIOR -ZONES P05.0.) NEG. (-) POS. (+) NEG. (-) 0-20 of 41.6 59.9 41b 50.1 20-50 of 46.1 56.8 46.1 49.1 50-100 6ri 431 522 43.1 46.8 > 100 of I 42.1 49.1 42.1 452 , 40-0• e -0• x i LGR SGL DOORS -41b-45.1 20'-0' -48.9 -4cJB -502 20'-01 i6' -o" x -'-0. 4 -455 -45.1 -45.5 -462 -46.4 2'-0" 8'-0' 10'-0" Ajj' ttl 10'-0• I V-01 2'-0' Z3 cpQca DOORS WITH BOTH ENDS IN AN END ZONE MUST USE FULL END el U W �zdn caffW O U Q N N X V U ly QL X --- N (S) O CHECKED LAP N Q DATE 6-20-05 Lu LLI J 11- ST2 cA II ST2 3 V1 U U U X 0 0 I 4'SLABC I N N I 4" CONC I r- - Cy 8 t U^ I I �z —w 1U VI X I SLAB , r �p O Q �lo`�tcc � u u ill U1 O u z -J �t Z Q q -D Q U z VI X INN U 0 W Z - - - 2"Q Q V 73 I lz I I I Z w lu Z U_ O W fQ Z lu Z z LU LL CO Q M I ST2 0 I V O N r j�-- I S/Im N r - I I /10 I ---ip v X 0 ST2 c0 V I I T2 I c<l :3 VI X O - w V e U 0 N I ST2 I ST2 I g-0• �f� 2' 11'1 �I_�11 31_511 •1 ill _2 V-21 (_211 21 111 31-511 �I_�II 2' 1111 ca UC IL 13 z I--- I J I L— 0 I z I L e — —771 , • ■ L{ I I - - - -- —— i - - - — II I J I I' I-- I 12 1--� jL_ T2 �- I I I I I 8 r Fir I - —1 = F_ - 1 0 •' I ._ 1 8�L 1 I I L_ J 120"x20"x16" W/ C' _ —_j I l i _ L-- — �- L J I 20"x20"x16" W/ --- - I e BOTH d 1 2-05'6BOTHIIIII WAYS _ WAYS -C --lONc_ SLAB 3-0_Ism REINFORCED W/ 43-0* EITHER 6x6 10/10 1 WI" OR FOERMESH CONC. SLAB 12 ON 6 MIL VAPOR41 12 1- S W/ EITHER 6x6 10/10 S BARRIER OYER ERMITE TREATED, ST2 OR FIBERMESH CLEAN, en I ON 6 MIL VAPOR ED - BARRIER OVER 12 8/10 TERMITE TREATED, I ST2 g/10 I I ST2 COMPACTED FiLL. I I I ST2 I 1 jL-- I I --- ------ ---I III L- -- ---------- I —� 1 1411 I 14" CONC I CONC SLAB I N 1 v ST2 , , ST2 L_�- J ST2 ST2 2'-6' 51_011 12'-6' 12'-6' 5'-0' 2'-6' 20'-0' 20'-08 FOUNDATiON PLAN S1 31111 = 11-011 3 2x4 '2 SPF STUDS s 1211 O/C. 2x4 42 SFF - STUDS a 12" O/C. (2) MT512'5 OR (2) MSTA24'S is T100 TO —� 2ply 2x4 02 SYP POST w/ (1) WOOD•Tle ROD. 3 (2) MTS12'S OR (2) MSTA24'6 0 FII TO 2ply 2x4 *2 SPF POST w/ (l) WOOD•Tle ROD. (2) HT520'5 OR (2) MSTA24'3 0 T01 TO 2x4 02 SPF POST w/ WOOD•Tie RODS. (2) MTS12'5 OR (2) MSTA24'8 B T04 T 2ply 2x4 "2 SPF PC w/ (1) WOOD-Tle R< u� FC5 FCi SW (2/1x10-2/3 5W S EACH F10 TO TOP =L D�PTt4-BLOCK1 EN FLOOR JOISTS AT (2) MT512'5 OR (2) MSTA2-, a TI00 TO WOO>Tie ROD. F,^.1 FC5 FCI (1) H5 0 TACH Flo TO TOS FULL�-DEPTP-BLOCKtNIG TICO BETWEEN FLOOR JOISTSFAT WAL (2) MTSI2'S OR C2) MST 4'S is T100 TO 2p 24 -X, 4 7-� 6 Ts� w/ (I) WOOD•Tie ROD. �t— Sllh' KJ Sw -- -- --� (1) HTTi6 B FOe TO (1) 5/8"0" ALL THREAD — ROD w/ 3ply 2x4 *2 SPF POST. TO (1) INVERTED HTT16 a BM BELOW. IST FLOOR STRUCTURAL PLAN 3/lro= V-011 m R N - 2x4 02 SPF STUDS s 12" O/C. - 2x4 *2 SPF STUDS a 12" O/C. (2) MT512'5 OR (2) MSTA24'5 a T100 TO 2ply 2x4 02 SYP POST B w/ (1) WOOD -Tie ROD. N (2) MTS12'S OR (2) MSTA24'5 A FIl TO 2p1y 2x4 *2 SPF POST w/ (1) WOOD•Tte ROD. sl 51 3/(roll = 1'-011 (PAD FOOTINGS UP TO 30"x30" SHOWN AT THE FOUNDATION -EDGE MAY BE OMITTED IF A STEM -WALL FOUNDATION IS USED IN LiEU OF A MONOLITHIC FOUNDATION. PAD FOOTINGS LARGER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM -WALL OR MONOLITHC FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING IS REQUIRED WITH A STEM WALL FOUNDATION (1E 30"x30"), IT NEED ONLY BE PLACED EITHER BELOW -GRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. I I PRESSURES COMPONENTS t CLADDINGS PRESSURES - IN PSF OPNIG AREA (SIF) END -ZONES INTERIOR -ZONES P05.0.) NEG. (-) POS. (+) NEG. (-) 0-20 of 41.6 59.9 41b 50.1 20-50 of 46.1 56.8 46.1 49.1 50-100 6ri 431 522 43.1 46.8 > 100 of I 42.1 49.1 42.1 452 EXP. C, 120mph ,55KZ4 55GCy1, z TO 30' CONVENTIONALLY STRAP ALL SECOND FLOOR ROOF BEARINGS WALLS TO SEAMS / HEADERS BELOW PER DETAIL B/STi. (2) HT520'5 OR (2) A24'5 0 TO TO 2ply 02 SPF POST w/ (2) WOOD•T1e RODS. (2) MT512'6 OR (2) STA24'5 B T04 TO d 2x4 n SFF POST '1) WOOD -Tie ROD. A SSU S COMPONENTS 4 CLADDING PRESSURES (IN PSF) FOR GARAGE DOORS WiTH ONE END UP TO 5' INTO AN END ZONE. (ALL PRESSURES NEGATIVE, EXCEPT AS NOTED) DOOR SIZE LENGTH (IN FEET) OF DOOR INTO END ZONE POSITIVE 1 2 3 4 5 Qzu PRESSURE e -0• x i LGR SGL DOORS -41b-45.1 tai -48.9 -4cJB -502 +431 i6' -o" x -'-0. 4 -455 -45.1 -45.5 -462 -46.4 +42.1 LGR DBL DOORS Ajj' ttl -6 s 6550 Roosevelt Blvd. Z3 cpQca DOORS WITH BOTH ENDS IN AN END ZONE MUST USE FULL END ZONE PRESSURES FROM CIC TABLE STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. - END -ZONE COMPONENTS 4 3' 511 CLADDING PRESSURES APPLY Ln TO WINDOWS t DOORS IN HIG=HLIGHTED AREAS - TYP. THE X DIMENSION ILLUSTRATES] THE MEASUREMENT OFF THE CORNER OF CORNER OF THE HOUSE WHERE HOUSE END -ZONE (NOT iNT-ZONE) (TYP) PRESSURES SHOULD BE USED. i WOOD•Tie LEGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD•Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON -LOAD BEARING WALLS 1) SEE SHEETS STi AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT MSTA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR -WALL DO NOT REQUIRE WOOD -Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 HEADER/BEAM GALL -OUT DETAILS. t LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD•Tle RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA18 (14) led Commons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT ROOF TRUSS UPLIFT (LBS) WOODsTie ROD(S) *0-1000 ROD(S) IT 4' O/C (INTERIOR) OR 6' O/C (EXTERIOR). *1001-2016 ADD (1) ROD ADJACENT TO TRU55. *2011 s GREATER CONSULT DESIGN CENTER 0 LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC DESIGN CENTER (BFSDC) IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ -BEAM SOFTWARE OUTPUT HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A DESIGN SEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING BLOCKS. W 11.0 Ln DESIGN LOADS INFORMATION DERIVED U lY N W LU mz� AUTHORIZED BY THE Qzu INFRINGEMENT OF LEGAL N I tai Lo MQ� 2 ciW W° 3 U 0 z� M x �wm Q Z of Jacksonville Ajj' ttl -6 s 6550 Roosevelt Blvd. Z3 cpQca w zlu t- ~ U W �zdn caffW O U Q N N X V U ly QL X --- N (S) O CHECKED LAP N Q DATE 6-20-05 Lu LLI J 11- cA II Q 3 V1 U U U X 0 0 V 0 N N � 0 r- - Cy rZ U^ r- �z —w 1U VI X o U 0 , r �p O Q •q 0 0 � u u ill U1 O u z �t Z Q q -D Q U z VI X o - Ui U 0 W Z p Z 2"Q Q V 73 STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. - END -ZONE COMPONENTS 4 3' 511 CLADDING PRESSURES APPLY Ln TO WINDOWS t DOORS IN HIG=HLIGHTED AREAS - TYP. THE X DIMENSION ILLUSTRATES] THE MEASUREMENT OFF THE CORNER OF CORNER OF THE HOUSE WHERE HOUSE END -ZONE (NOT iNT-ZONE) (TYP) PRESSURES SHOULD BE USED. i WOOD•Tie LEGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD•Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON -LOAD BEARING WALLS 1) SEE SHEETS STi AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT MSTA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR -WALL DO NOT REQUIRE WOOD -Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 HEADER/BEAM GALL -OUT DETAILS. t LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD•Tle RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA18 (14) led Commons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT ROOF TRUSS UPLIFT (LBS) WOODsTie ROD(S) *0-1000 ROD(S) IT 4' O/C (INTERIOR) OR 6' O/C (EXTERIOR). *1001-2016 ADD (1) ROD ADJACENT TO TRU55. *2011 s GREATER CONSULT DESIGN CENTER 0 LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC DESIGN CENTER (BFSDC) IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ -BEAM SOFTWARE OUTPUT HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A DESIGN SEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING BLOCKS. W STRUCTiON OF PROJECT DESIGN LOADS INFORMATION DERIVED U lY N W HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page Sl. mz� AUTHORIZED BY THE Qzu INFRINGEMENT OF LEGAL N I tai 1 MQ� 2 ciW W° 3 U X M x �wm Q FirstSource of Jacksonville Ajj' ttl -6 s 6550 Roosevelt Blvd. Z3 cpQca N n II � W � � IA HA �zdn LLI O N N X V 0 U QL X --- N (S) DRAWN WDB CHECKED LAP SCALE 3/16 DATE 6-20-05 Lu LLI N II V1 U U U X 0 0 V 0 N N � 0 r- = rZ r- A 1U VI X o U 0 V r �p O Q m J 1 :3 w N A VI X U p U 0 W V `9 0 Q V 73 m Q � O OQ Z w lu Z U_ O W fQ Z lu Z z LU LL CO Q M 0 0 V O N r Q N r - STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. - END -ZONE COMPONENTS 4 3' 511 CLADDING PRESSURES APPLY Ln TO WINDOWS t DOORS IN HIG=HLIGHTED AREAS - TYP. THE X DIMENSION ILLUSTRATES] THE MEASUREMENT OFF THE CORNER OF CORNER OF THE HOUSE WHERE HOUSE END -ZONE (NOT iNT-ZONE) (TYP) PRESSURES SHOULD BE USED. i WOOD•Tie LEGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD•Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON -LOAD BEARING WALLS 1) SEE SHEETS STi AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT MSTA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR -WALL DO NOT REQUIRE WOOD -Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 HEADER/BEAM GALL -OUT DETAILS. t LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD•Tle RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA18 (14) led Commons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT ROOF TRUSS UPLIFT (LBS) WOODsTie ROD(S) *0-1000 ROD(S) IT 4' O/C (INTERIOR) OR 6' O/C (EXTERIOR). *1001-2016 ADD (1) ROD ADJACENT TO TRU55. *2011 s GREATER CONSULT DESIGN CENTER W LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC DESIGN CENTER (BFSDC) IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ -BEAM SOFTWARE OUTPUT HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A DESIGN SEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING BLOCKS. W STRUCTiON OF PROJECT DESIGN LOADS INFORMATION DERIVED U lY N W HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page Sl. mz� AUTHORIZED BY THE Qzu INFRINGEMENT OF LEGAL pttuuQ N� RE tai 1 MQ� 2 ciW W° 3 (a 4 - �wm Q FirstSource of Jacksonville Ajj' >W O I_ ° _(Lca 6550 Roosevelt Blvd. Z3 cpQca Tel 904.772-6100 e � � IA HA LLI O N %I- in AJU- n �— 0 U QL X --- N (S) DRAWN WDB CHECKED LAP SCALE 3/16 DATE 6-20-05 JOB NO. J11885g LI1 N II U N � 0 = rZ A 1U F- VS3.LJ O J 1 :3 w N A X V m ul M 0 V `r N r N r - VI X 0 V �p c<l :3 VI X O - w V e U 0 N Z I=— w°U1 �f� � Q o w 4z ca UC IL 13 z 0 z I L STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. - END -ZONE COMPONENTS 4 3' 511 CLADDING PRESSURES APPLY Ln TO WINDOWS t DOORS IN HIG=HLIGHTED AREAS - TYP. THE X DIMENSION ILLUSTRATES] THE MEASUREMENT OFF THE CORNER OF CORNER OF THE HOUSE WHERE HOUSE END -ZONE (NOT iNT-ZONE) (TYP) PRESSURES SHOULD BE USED. i WOOD•Tie LEGEND PLAN NOTES CONNECTIONS NOTE THAT CERTAIN WOOD•Tie RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON -LOAD BEARING WALLS 1) SEE SHEETS STi AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR METHOD OF ATTACHMENT MSTA SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR -WALL DO NOT REQUIRE WOOD -Tie ROD INSTALLATION. WALLS THAT HAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 HEADER/BEAM GALL -OUT DETAILS. t LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD•Tle RODS INSTALLED AS FOLLOWS: 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA18 (14) led Commons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT ROOF TRUSS UPLIFT (LBS) WOODsTie ROD(S) *0-1000 ROD(S) IT 4' O/C (INTERIOR) OR 6' O/C (EXTERIOR). *1001-2016 ADD (1) ROD ADJACENT TO TRU55. *2011 s GREATER CONSULT DESIGN CENTER t1,ULA'7 t -VGA 1 1C)NS ARI= I=OR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED ( I A. GRAVITY LOADS: B. LATERAL LOADS: HGT-4 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page 51. OTHERWISE PROPER O/C SPACING (4-011 INTERIOR, 6'-011 EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SW* 5HEARWALL SEGMENT - REFER TO DETAIL F/STi AND/OR D/STi ROOF LOAD TOP CHOR0-.LL=20P6F DL=IPSF WIND LOAD - 120 MPH HTT16 (18) 16d Sinkers to Wood Member - 5/S" dimaeter or Larger Threaded Rod per Accompanying CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER APPROXIMATE WOOD•Tie LOCATION BOT CHORD I L=iOPSF DL=5PSF SEISMIC ZONE - 1 Note on Page 51. DETAIL E/STi). RODS SHOILN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR XSEE APPROXIMATE SEE W FLOOR LOAD DL=15 PSF HTT22 (32) 16d Sinkers to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. LL=40 PSF Note on Page 51. THIS DOCUMENT IS AN NUMBER OF KING STUDS EACH SIDE OF OPENING LNUMBER OF JACK STUDS EACH SiDE OF OPENINGS SIZE OF HEADER MATERIAL NUMBER OF PLIES IN HEADER ALL EXTERIOR HEADERS (2/1x6 -tom UNLESS NOTED OTHERWISE ALL INTERIOR HEADERS I (2)2x6 -Ill UNLESS NOTED OTHERWISE PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED iN LIEU OF SPECIFIED HEADER LIMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT 15 PROVIDED BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC DESIGN CENTER (BFSDC) IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. 3) ALL REQ'D BEARING LENGTHS SHOWN ON TJ -BEAM SOFTWARE OUTPUT HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A DESIGN SEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING BLOCKS. 1­15TA24 (16) 106 Commons/Total. TO CONFORM/ACCOMMODATE REQUIRED MST48 (48) 10dxl-1/2"/Total. APPLICATIONS, BUT THEY MUST NOT BE G516(25) 8d or (22),10d Commons/Total. TWISTED. USE MTS- or HTS -SERIES "TWISTED SPI -14/6/5 (12) 10dxl-1/2". STRAPS" AT APPLICATIONS WHERE TWISTED MT512 (14) 10d Commons or 10dxl-1/2"/Total. STRAPS ARE REQUIRED. HT520 (20) 10d Commons or (24) 10dx1-1/2"/Total. LGT2 (14) 16d Sinkers/Each to Truss and Stud Column. MGT (22) 10d Commons to Wood Member - 5/8" diameter or Larger Threaded Rod per Accompany] Note on Page 51. STRUCTiON OF PROJECT DESIGN LOADS INFORMATION DERIVED ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH HGT-2/3 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page Sl. t1,ULA'7 t -VGA 1 1C)NS ARI= I=OR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED ( I A. GRAVITY LOADS: B. LATERAL LOADS: HGT-4 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page 51. OTHERWISE PROPER O/C SPACING (4-011 INTERIOR, 6'-011 EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD BE LOCATED AT SW* 5HEARWALL SEGMENT - REFER TO DETAIL F/STi AND/OR D/STi ROOF LOAD TOP CHOR0-.LL=20P6F DL=IPSF WIND LOAD - 120 MPH HTT16 (18) 16d Sinkers to Wood Member - 5/S" dimaeter or Larger Threaded Rod per Accompanying CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER APPROXIMATE WOOD•Tie LOCATION BOT CHORD I L=iOPSF DL=5PSF SEISMIC ZONE - 1 Note on Page 51. DETAIL E/STi). RODS SHOILN IN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR XSEE APPROXIMATE SEE W FLOOR LOAD DL=15 PSF HTT22 (32) 16d Sinkers to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. LL=40 PSF Note on Page 51. THIS DOCUMENT IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR OTHERS FOR CON- STRUCTiON OF PROJECT AS TITLED BELOW. INFORMATION DERIVED FROM THIS INSTRUMENT CAN NOT BE USED FOR OTHER WORKS UNLESS AUTHORIZED BY THE ENGINEER WiTHOUT INFRINGEMENT OF LEGAL RIGHTS. RE DESCRIPTION 1 _ 2 - 3 - 4 - o u � I d ke; ve FirstSource of Jacksonville Ajj' 6550 Roosevelt Blvd. Jacksonville, FL 32244 Tel 904.772-6100 Fax 904.317-2835 � � IA HA LLI gaXI A %I- in AJU- n �— 0 U QL a --- N (S) DRAWN WDB CHECKED LAP SCALE 3/16 DATE 6-20-05 JOB NO. J11885g SQFT. 2432/2484 insa .47 i v ; t4 W - ' ;Eil. ers Mst6ourfM ;iackso ill� ' • 1111, � 1` c(;G;,CGU','C'��L —� C•vsYc��t,. uunaerswcoa--burnuw,t� ocw Buildersswit-&, scams Builders Lwyae•�MBuilders'D0,0,r-v Er Builders �� � Woo&, &r V`'wyL �uilde�'s ate-, a�w �Fo�eFirstSource tX'P� PFir � � � EBuilderSAUan4uaw, � MA e stSource Vt,�Y'V�/Ii ARrstSourcerr FirstSourcerl�'t,� w eFirstSourcewoo L7 r�FirstSource W FlrstSourceI y4atad6lv 1116" APA OR TECO RATED SHEATHING ON ROOF DECK WITH fid NAILS AT 4" O.C. AT ALL SUPPORTED PANEL EDGES AND 8" O.C. IN FIELD. (6) 1-1/4' GALV. ROOFING NAILS a EACH SHINGLE T SWEATING APPROVED TRUSS -TO -IP_ CONNECTORS UPLIFTS > UPLIFT (LBS) CONNECTION 0-465 (I) W5 W1 (4) 8d/ET1D STR10U SEE UCTURAL PLAN. 0-145 (1) H8 W/ (5) 10d x 1-1/2 VEND 465-930 (2) W5 W (4) 86/END/EA 2x6 Q SPF STUDS a 16' O/C 145-1000 (2) W8 W/ (5) 10d x 1-1/1°/END/EA. TRUSS OR RAFTER 0-1000 (1) 1416/1-1165 W/ (10) 10d x 1-1/1" TO TOP PI_ 0-1000 (I) MT812 W1 (l) 10d x 1-1/2"/END NELD STUD WALL SPECIFICATIONS le HT. (FT) STUD SCHEDULE 0-9'-1 1/8" 2x4'2 SFF STUDS + 16" O/C 0-10'-1 1/8" 2x4 Q SFF STUDS 12 " O/C 0-11'-1 1/8" 2x4 n 5YP 5TUD5 + 12. O/C TRUSS SCHEDULE FOR 2x6 Q SPF STUDS a 16' O/C 10d NAILS A7 24" 0/ (3) to 2x6 01 SPF STUDS a 16" O/C APPROVED TRUSS -TO -IE CONNECTORS UPLIFTS > SEE STRUCTURAL PURLIN BOTTOM CHORD OF ALL 0-465 (1) H5 W/ (4) 5d/END1000 0-145 !U N8 W/ (5) 10d x 1-1/2"/ENDAy TRUSSES WITH Ix4 SYP TRUSS -TO -IE CONVECTOR SEE (2)148 W/ (5) I0d x 1- 1J2"/M,0/EA, DI TO TRUSSES + TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF 10d NAILS A7 24" 0/ (3) to CONNECTOR TRUSS OR RAFTER EACH TRUSS - U.N.O. EA I4 T U S (EITHER &"o% OR 3"o/c). / SPF STUDS NELD I -STORY 2 -STORY 131x3" NAILS a 2" ACROSS EA TRUSS) ALL EXTERIOR WALL SHEATWING WALLS Z IS' LONG: NONE (1),516 SPI -44/6/5 a 32"O/C QB 6 8 SHALL BE 1/16" APA RATED STRAP CHORDS OWN IFFERENT TRUSS OR DNT WOOD•Tte RODS + 4' O/G (2) 2x4 01 SYP TOP e. FAS W/ (2) 510444/6/8 W/ 1/1'0 x SWEATHING WITH Sd NAILS AT b" SIZE/SPACNG REQUIREMENTS. OPPOSITE TO w/ 3x3xl/8" WASHERS. (2) ROWS 10d a 12- O.C. (UND.) MN WPAWD2CGNTR42 EM EMBEDDED OL AT ALL PANEL EDGES AND WALL ALL THREAD t 3x3x1/8' 24" LAP W/ 02A0d IN LAP. SPH4/b/8 (3) .131x3" 8" OG. IN FIELD (TYP-UNO.) 11/2" WASHER WITHIN 3' OF TO SUBSTITUTE (1) MST48 + 32' O/C QS WOOD-Tle RODS O 6' EACH SHEATHING PANELS SHOULD BE STUDS/51`1144/6/8. SERIES FLAT STRAP PER 1/110 x 4-I/1" EMBEDMENT WEDGE O/C W/ 3x3x1/8" WASHERS. 8 ORIENTED PERPNDICULAR TO (3)CS16 / I ANC 4ORS Q$ EPDXIED ALL • EMBED EPDXIED ALL FRAMING MEMBERS IF EXTERIOR 1 1/2 " THREADS+ 32 0% W/ 2x2x1/8 RAFTER-TO-fQ CONNECTORS WITH EITHER (4)1/2"0 preceding paragraph may be used to secure the plate and prevent horizontal movement The shoe -plate joint FINISH 15 611.10=0, U.N.O.THREADS BUILT-UP COLUMN PLATE HOTS. UP TO 16'-I 1/8" @2 $� OR SY (2)510444/6/8 W/ 1/1"0 x 4-1/4'(2r_616 WASHERS OR WOOD -Tie RODS a LENGTH CONNECTOR 8 EMBED EPDXIED ALL 02 5YP PT BOTTOM iE w/ 4"o/c. WOOD -Tie RODS e SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLiES. BUILT-UP COLUMN FA5TEN WALL SHEATHNG-TO-POST W/MIN 8d's + PLATE HCsTS. UP TO 20'-1" THREAD W/ 3x3xl/6' (I6) 3/16"0x 1 3/4• TAPCON + 32" O/C QS INTERIOR SWEARWALLS ADD 12" O/C OR GYPS(,M-TO-POST W/ MIN 5d'8 a 4" O/C (1) 145P5,1416, Q$ MT5125PH41we ANCWORS. FASTEN STRAP TO WOOD -Tie RODS + 6' O/C. WOO EITHER 24"o% SHOT PINS Q$ 16d MEMBERS, UNA. (2) 145'5 QS HS -5 QS COLUMN5. JCAL ACK TOIKING STUD 1/1"0x1" EMBED AB. w/2'x2"xI/8" WASH JACKS PER PLAN —� CASE HARD NAILS + 18"o/c (1) HIB Q@ MT812 ASSEMBLIES. COWER POST. ETC. MR 3 (CNG STUDS EACH AT 32' o% Q9 1/2"0 WOOD-Tle RODS a BEAM TO BE LET N TO SIDE OF OPENING WHEN HPAH022 W/ (23)lbd TO b' O/C W/ EITHER SHOT PINS + 24" O/C 01 SYP PT BOTTOM le > 14' SEE PLAN 7x4 *1 SPF POST 15 ADDED TO EACH SIDE OF PORCH OR 16d CASE WARDS a 18" O/C. PER SIDE OF OPENING The fIOOD•TieAnchoringRodSystem consist ofvertically oriented 1/2" diameter, A307 threaded steel rods JACKS 1' AND SHORTER MAY USE (4) 10d IN LIEU OF USING 2x4 FRAMING UN.0- LOCATIONS WHERE EXTERIOR WALL 1RUlsI55ETWEENTOPAF;i!AllEl secured to the foundation via an embedment of not less than 6" into 2,500psi concrete with an edge distance PORCH BEAM MAY BE NOTCHED /1" ANCHOR BOLT AS •F �• ' • , TRU85-TO-i12 CONNECTION PER TYP. WALL SECTION. i' . .: • ° 4" SLAB W/8•x8" THICK - a 1'416 LOCATION iF x 6 - WiA x WIAWWF t •ALL CONCRETE MINIMUM FINISH` OR FIBERMESH-41 2500 PSI COMPRESSIVE GRADE f WATERPROOF BARRIER STRENGTH a 28 DAYS! CONT. UNDER DOOR t FOOTNG TO BEAR ON UNDISTURBED SOIL NOTE: MASONRY STEMWALL MAY BE USED N LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED, WITHIN 8" OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS N BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR ,SEE DETAIL 6/5T2 A REINFORCING AND DIMENSIONING OF FOOTINGS - TYPICAL WALL SECTION — GRADE 1/2" = 1'-011 APPROVED TRUSS -TO -IE CONNECTORS UPLIFTS > SEE STRUCTURAL UPLIFT CLBSJ CONNECTION 0-465 (1) H5 W/ (4) 5d/END1000 0-145 !U N8 W/ (5) 10d x 1-1/2"/ENDAy 465-930 (2) H5 W/ l4) 8d/END/EA 145-1000 (2)148 W/ (5) I0d x 1- 1J2"/M,0/EA, (1) Hib QS MTSI2 0-1000 1 0-1000 (1) H16M166 W/ (10) 10d x 1 -IR" TO TOP PL. (1J MT512 W/ CT) 10d x 1-1/2"/END 1/16" APA OR TECO RATED SHEATHING ON ROOF DECK WITH lad NAILS AT 4" O.G. AT ALL SUPPORTED PANEL EDGES AND 8" O.C. IN HELD. (6) 1-1/4' GALV. ROOFING NAILS +EACH SHINGLE TO SHEATINi TRUSS -TO -Ie CONNECTOR SEE TRUSS SCWEDULE FOR CONNECTOR RAFTER -TO -Ie CONNECTORS LENGTH CONNECTOR 62 5PF STUDS a 16. O/C 1) 145)x8}416, QE MT812 2x4 02 SFF STUDS a 12. O/C (2) 145'5 Q$ W8'5 Qg (1) Hib QS MTSI2 > 14' SEE PLAN ( JACKS -I' TUSE RUSS 10clO-12 IN LIEU OF MAY I STUD WALLS WITH BRICK VENEER OPTION: SECURE BRICK VENEER TO WOOD FRAME w/ GALV. TIES a I6'o/c HORIZONTAL 4 32"o/c VERTICAL NAIL SHEATHING TO BOTTOM fe AND BAND BOARD PER REQ -0 SHEAR WALL EDGE NAILING. PRE-ENGINEERED TRUSS OR RAFTER STUD WALL SPECIFICATIONS le WT- (FT)j STUD SCHEDULE 0-9'-1 1/8,112x4 62 5PF STUDS a 16. O/C 0-10'-I 1/5"1 2x4 02 SFF STUDS a 12. O/C 0-11'-1 I/8" 2x4 V SYP STUDS a 12' O/C 2x6 r1 SFF STUDS a I6. O/C DGE NAILING SPACING OF sHl 2x6 02 SPF STUDS a I6" O/C \ (2) • 2 SYP TOP le- FASTEN W/ (2) ROWS 10d 12"o/c (UN.O.) MR 24" L W/ (12ACd N LAP. SPI -14/6/8 a 321o/c OR WOOD-Tfe RODS W/ 31,x3"xl/8" WASHER a 6 "o% APA OR TECO RATED SHEATHING OVER SPF STUDS. ALL EXTERIOR WALL SWEAT14NG SHALL BE 1/16" APA RATED SHEATHING WITH 8d NAILS AT 6" OL- AT ALL PANEL EDGES AND S" OL- N FIELD (TYP-U.N.O.). SHEATHING PANELS SHOULD BE ORIENTED PERPINDiCULAR TO FRAMING MEMBERS iF EXTERIOR FINISH iS STUCCO, UN.O. 02 SYP BOTTOM le W/ (Z) ROWS OF 10d NAILS + 12"o%, STAGGERED- - 3/4" TLCs PLYWOOD - 6"/6'o/c 10d NAILS t GLUE W/ LIQUID NAIL OR EQUAL FURLIN BOTTOM GNORD OF ALL TRUSSES WITH 1x4 SYP PERPINDICULAR - TO TRUSSES a 24" O/C W/ (3) 10d NAILS AT F_AC44 TRU55 - U.N.O. SPI -141618 is 32"c/c QE WOOD-Tle RODS W/ 3"x3"xi/8• WASHER a 4"o/e SPF STUDS "STRAP1'1NG, e COMVECTOR5, CLIPS, A,5'5 AND WOOD -Tie RODS ARE NOT REQ'D a INTERIOR BEARING WALLS SUPPORTING ONLY FLOOR LOADS. STRAP ACROSS JOINTS N USE 48" STRAPS I.L.O. BAND BOARD LU/ (1,MSTA24 SPECIFIED 40" STRAPS W/ (9) I0d NAILS /END iF LOOP, DEPTH le t6" NAIL SHEATHING TO TOP B(NOT REQ'D WHEN USING PER RE= SWEAR WALL UIO=-TIE RODS) EDGE "LNG ATTACH TND FLOOR STUDS TO FLOOR TRUSS OR I -JOISTS UPPER FLOOR STUDS E LOWER 15T FLOOR STUDS OR FLOOR FLOOR STUDS BEAM W/ 40" LENGTH (48' iF LOWER FLOOR FLOOR DEPTH 11!16') OF C51 (2) • 2 SYP TOP a BEAM WITH 4 LENGTH OF 6516 STRAPS a 32" O/C W/ (11) 10 FASTEN W/ (2) ROWS 10d STRAPPING w/( LL 11A0d/END. d/END (CENTERED ON FLOOR SFF STUDS 12"o/c W/ MIN. (12) 10d N CENTERED ON FLOOR SYSTEM SYSTEM) OR USE WOOD•Tie LAP (UAO-) MIN. 24" LAP QS =)=-Tie RODS a 4'o/a RODS a 6' O/C (4' O/C • IN WALLS). CONTINUE APA ORS S1°F STUDS RATED QUANTITY/SIZE/GRADE/SPECIES SHEATHING OVER SPF STUDS OF STUD COLUMN SPECIFICATION ON STRUCTURAL 514EET (81 OR 1/1"0 x 4-1P," EMBEDMENT WEDGE 52) THROUGH FLOOR SYSTEM TO 3 olc PT BOTTOM fP O S a ro'/8 + FOUNDATION AND ADD (l) C8I6 32"o/c OR WOOD•Tie RODS + 6'o/c. ANCHORS O$ EPDXIED ALL PER PLY ACROSS FLOOR THREADS • 32"o/c W/ 2x2xl/8" SYSTEM (OR W170D•Tle RODS WASHERS OR WOOODS RODS a CONT. TO FOUNDATION) IR"Oxl" EMBED A.B. W/1"x2"xl/8" INTERIOR R SHEfe RODS + WASHER AT 32"o% OR 1P,"0 WOOD•Tle INTERIOR SWEARWALLS ADD RODS + 6'0% W/ SHOT PNS + 24'0% EITHER 24"o% 5440T PINS Q$ I6d OR ibd CASE WARDS + 18"o/a CASE HARD NAILS + 18"0% " ----�'-- mac: � - • :.. • • R. } T FINISH GRAD �• ° ' 6 x 6 - WL4 x WIA Wl1F •° 1.f•. OR FIBERMESH WATERPROOF BARRIER 'ALL CONCRETE MINIMUM 2500 PSI COMPRESSIVE FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTW a 28 DAYS., NOTE: MASONRY STEMWALL MAY BE USED N LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS (IF USED) WIT14N 8" OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS N BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. B GTi MULTI -STORY TYPICAL WALL SECTION 1/211 o it -ran ROOF SHEATHING SHEATH TRUSS CLOSEST TO INTERIOR WALL 11111/16" APA OR TECO RATED 614EATWW W/ fid a 3" O.C. AT ALL EDGES AND 12" O.C. IN THE FIELD - BLOCK ALL EDGES (MATCH NAIL PATTERN SPECIFIED FOR SWTN'G a SW BELOW). SWI AND SWI2 WALLS ONLY. `- SUPPORTED EDGE 1' NAILING PER PLAN 6' 1'-81/1" NO. 2 SYP 2x CONT. TO TRUSS t Il 1/4" MAX / TOP PLATE W/ .131x3" - MATCH TO A 2x12) DGE NAILING SPACING OF sHl ,(UP / % ' i i / SHEATHING PEAK- TO If': 2x4 STUDS PLAN) OR TRUSS (EITHER &"o% OR 3"o/c). SHEARWALL (SHEATHING t CONNECTORS PER PLAN) EDGE OF 2x NEED NOT BE FLUSH W/ EDGE OF TOP 112- NOTE: T44I5 INTERIOR SHEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE SHEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE TO CONTINUING SWEAR WALL FRAMiNG ABOVE THE PLATE LINE TO THE ROOF DECK. C GTi ALTERNATE INTERIOR SHEARWALL FRAMING 1/411 C it-mll Z N s M5TA24 W/ (9) 10d/END,C. ON STUD ASSEMBLY (TYP 4 s HEADER 4 a SILL) (2)2x4'2 SYP BLOCKING (TYP) - ALL FRAMING MATERIAL TO BE 02 SYP EXCEPT AS NOTED, 02 5FeF MAY BE USED IL.O. • 2 SYP ONLY IF BOTI-I SIDES OF FRAMiNG IS SHEATHED. NAIL THROUGH APA RATED SPEATHNG INTO NO. 2 SYP FRAMING W/ Sd AT 3' -OL- AT ALL EDGES AND INTO EACH FLY OF EACH DOUBLE INTERIOR PLATE, 12" OL- ELSEWHERE. FOR OTHER UPLIFT HARDWARE AND CONNECTIONS, SEE TYPICAL WALL SECTION AND TYPICAL HEADER FRAMING DETAIL At DOUBLE INTERIOR 51LL5/PLATE5/5LOCKING, NAIL FIRST PLATE TO SECOND PLATE W/ (2) ROWS 12d COMMONS AT 8. O.C- SIDE PANEL WEIGHT TO WIDTH REQUiREMENTS h (Pt) MIN. w 1' 2'-1" 6' 1'-81/1" 5' 1'-5" 4' 1'-21/1" FOOTING (SEE TYPICAL WALL SECTION) I ` 447722 W/ 5/5"0 ALL THREAD (5 1/1 EMBEDMENT) (TYP) SWB -SPECIAL SHEARWALL DETAIL / 1/211 -5WI t SW2 SWEAR WALLS REQUIRE MiN. 48" OVERLAPS W/ MR (24) .131x3" NAILS • TOP PLATE SPLICES OR (2) MStA24'6 W/ (9) 10d/END, CENTERED ON EAC44 SPLICE. NAIL THROUGH APA OR TECO RATED 514EATHNG INTO NO. 2 SPF FRAMING PER SHEAR WALL TABLE. SHEAR WALL ■ ed COMMON HOLD DOWN a ENDS IN ADDITION • NAILING TO TYP. WALL SECTION (A/STI 4 HEADER t JACKS TO SPACING B/STV WOOD -TIE ROD MAY BE (2) SPH4/6/8 / % ' i i / USED N LIEU OF SPECIFIED HOLD- PEAK- TO If': 2x4 STUDS PLAN) OR TRUSS DOUN(S) a SW t SW WALLS. / EDGE NELD I -STORY 2 -STORY 131x3" NAILS a 2" ACROSS EA TRUSS) • (l) ROW OF 10d WALLS Z IS' LONG: NONE (1),516 SW 6 8 REQDs WALLS < 15' LONG: STRAP CHORDS OWN IFFERENT TRUSS OR DNT the middle of the coupler and be tightened so as to prevent the movement of the coupler or either threaded rod. 2 1/2 • (2) 510444/6/8 W/ 1/1'0 x • SIZE/SPACNG REQUIREMENTS. OPPOSITE TO wall. An additional mw of 8d nails (6d vMhllardit Pancl) should be placed at 6" We into the top plate 4-1/2' EMBED EPDXIED WPAWD2CGNTR42 EM EMBEDDED assembly in addition to any other nailing specified for securing the sheathing to the frame. WALL ALL THREAD t 3x3x1/8' STRAPS, STRAPS, It IS ACCEPTABLE (3) .131x3" overturning moments, additional intermediate shear connectors are required to resist lateral wind loading 11/2" WASHER WITHIN 3' OF TO SUBSTITUTE (1) MST48 DOUBLE TOP 1E OF WALL EACH • • STUDS/51`1144/6/8. SERIES FLAT STRAP PER 5WI 3 8 (l) 47722 W/ 518.0 x 5412" (3)CS16 / I • • EMBED EPDXIED ALL -5WI t SW2 SWEAR WALLS REQUIRE MiN. 48" OVERLAPS W/ MR (24) .131x3" NAILS • TOP PLATE SPLICES OR (2) MStA24'6 W/ (9) 10d/END, CENTERED ON EAC44 SPLICE. NAIL THROUGH APA OR TECO RATED 514EATHNG INTO NO. 2 SPF FRAMING PER SHEAR WALL TABLE. SHEAR WALL MSTA24 W/ (9) 10d ed COMMON HOLD DOWN a ENDS IN ADDITION • NAILING TO TYP. WALL SECTION (A/STI 4 HEADER t JACKS TO SPACING B/STV WOOD -TIE ROD MAY BE (2) SPH4/6/8 / % ' i i / USED N LIEU OF SPECIFIED HOLD- PEAK- TO If': 2x4 STUDS PLAN) OR TRUSS DOUN(S) a SW t SW WALLS. / EDGE NELD I -STORY 2 -STORY 131x3" NAILS a 2" ACROSS EA TRUSS) • (l) ROW OF 10d WALLS Z IS' LONG: NONE (1),516 SW 6 8 REQDs WALLS < 15' LONG: STRAP CHORDS OWN IFFERENT TRUSS OR DNT the middle of the coupler and be tightened so as to prevent the movement of the coupler or either threaded rod. 2 1/2 • (2) 510444/6/8 W/ 1/1'0 x OMITS THE SIZE/SPACNG REQUIREMENTS. OPPOSITE TO wall. An additional mw of 8d nails (6d vMhllardit Pancl) should be placed at 6" We into the top plate 4-1/2' EMBED EPDXIED WPAWD2CGNTR42 EM EMBEDDED assembly in addition to any other nailing specified for securing the sheathing to the frame. WALL ALL THREAD t 3x3x1/8' STRAPS, STRAPS, It IS ACCEPTABLE (3) .131x3" overturning moments, additional intermediate shear connectors are required to resist lateral wind loading 11/2" WASHER WITHIN 3' OF TO SUBSTITUTE (1) MST48 DOUBLE TOP 1E OF WALL EACH • • STUDS/51`1144/6/8. SERIES FLAT STRAP PER 5WI 3 8 (l) 47722 W/ 518.0 x 5412" (3)CS16 24' O/C. EXTERIOR • • EMBED EPDXIED ALL STRAPS 1 1/2 " 12 SPF OR SYP Zx6 211 THREAD. WITH EITHER (4)1/2"0 preceding paragraph may be used to secure the plate and prevent horizontal movement The shoe -plate joint 'Z 810E OR SYP 2x4 BUILT-UP COLUMN PLATE HOTS. UP TO 16'-I 1/8" @2 $� OR SY (2)510444/6/8 W/ 1/1"0 x 4-1/4'(2r_616 EPDXIED ALL THREADS W/ SWr2 3 8 EMBED EPDXIED ALL STRAPS BUILT-UP COLUMN �� PLATT= HCiTS. UP TO 12'-1 1/8 SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLiES. BUILT-UP COLUMN FA5TEN WALL SHEATHNG-TO-POST W/MIN 8d's + PLATE HCsTS. UP TO 20'-1" THREAD W/ 3x3xl/6' (I6) 3/16"0x 1 3/4• TAPCON 12" O/C OR GYPS(,M-TO-POST W/ MIN 5d'8 a 4" O/C WASHER ANCWORS. FASTEN STRAP TO NOTES: 1) 5/16" HARDI-PANEL 15 PERMITTED AS 5UBSTITUTION FOR RATED SHEATHING ON EXTERIOR WALLS CNLY IF NOTED ON THE STRUCTURAL- PLAN. 2) OPENINGS IN SWEAR WALL SEGMENTS PERMITTED ONLY IF 814OLLN ON THE FRAMING PLAT. REFER TO DETAIL D/STL 3) WTT22 SPECIFIED FOR 5WI MAY BE SUBSTiTUTED WITH 4+PAHD22 W/123A6d s i SHEARWALL ASSEMBLY DETAIL i/2 - 1 -0, (2) .131x3" NAILS/TOE-NAILS FROM NAILER TO HDR OR JACK STUD. /F HEADER PER STRUCTURAL (4A0d +KING {� II STUD -TO -HEADER PLAN \ u TRUSS - TO -11! AND y IE -TO -STUD CONNECTOR SCHEDULE FOR SPACING CONVECTOR (SWEET STi) ALL JACKS TO HEADER MSTA18 W/(6AOd N - HEADER (6)10d IN JACK FASTEN ADJACENT KINGS AND JACKS W/ (2) ROWS - OF 10d a 8"OL. ALL JACKS TO BOTTOM iE: SWP4/6/8 PER JACK' ViNYL SOFFIT FASTEN SOFFIT TO 2x FASCIA OR MTL FASCIA THRI. 6 ° M, SOFFIT TO 2x FASCIA w/ APPVV NET C FASTENERS a MAX 6' o/c. •rZ4ZJ-5M .'INO) 4FAM vTl ---1_ATTACH FIN of can TO HDR /NAILER 2x4 02 SPF NAILER JACK AND KING STUDS, QUANTITY PER CALLOUT-� ON STRUCTURAL PLAT. BOW WINDOW EACH END AND EACH PLY - APA OR TECO RATED SWEATWNG W/ (1) ROW OF W NAILS 3' Or- AT TOP (INTO B'S) AND BOTTOM (INTO HEADER). NO 5PW'5 REQUIRED W/ UPLIFTS UP TO 10000/1'RI55. iF TRUSS UPLIFTS EXCEED 10000, EACH TRUSS MUST BE CONNECTED TO THE HEADER SEE 51 ENGINEERING SWEET. FASTEN ADJACENT -KINGS AND JACKS W/ (2) ROWS OF 10d a 811OL. WOOD-TiE ROD ADJACENT TO KING STUDS EACH SIDE OF OPENING Z 6'-0" - OPENINGS GREATER THAN 6' USE 1/1"0 OR 3/8"0 ANCHORS AT 48" OL. OR 1/4"0 TAPCONS AT 32" O.C. Nk • • + • • • , •J► 1x4 NAILER w/ (2) 10d a EA I6. O/C STUD - FASTEN CHANNEL TO FRAMING, SiDiNG OR MA60NARY VENEER w/ APPVT:> FASTENERS MAX a 6" o/c - AT POR=WS NOT 6PECISCALLY MEWSM W1T14 A NOTE TO *&-1 TW FORC14 CZILNG,' bc4 OONTNUOUS BR•4CING MAY BE MED N 001AXt CTICN UTH EME6 A WiTI. SOFFMCLN16 MATERIAL QR EXTERIOR -GRADE GYPSIYI CZILN3 BOAT® �Y r RPD ATFOR THE ArrLICA&-e DESIM PRESSURES FOR THE SPECFIC APPLICATiOr4- TFE b,4 CORrMOUS BRACNG MAY NOT E== 12'o/a (ATTACHED TO EACH INTI-7¢.•,ECTING TIC" OR 2x BLOCKING a/ (2)10d NAILS), AND MUST BE APPLED TO THE BOTTOM OF THE BOTTOM C410t®. EM ER MATERIAL MUST ISE ATTACHED TO THE 12"o/c b,4•• AS reRSM IN THE INSTALLATION IN InCTI NS ASSOCIATED WITH TFE 6MCSr- MATERIAL CONTINUOUS WOOD 5RACiNG SEE TRUSS ENGINEERING FOR MAX O/c SPACLNG OF BRACNG-5EE H.IB. '91 FOR ADDITIONAL TRUSS BRACING INFORMATION. Ix4 SYP CONT BRACING lu/ (2) 10d TO EA TRUSS, DO NOT SPLICE - OVERLAP JOINTS MIN (2) TRUSSES 3/8' APA 54TN'G w/ 6" Old 6d OR 8d TO 1x4 VER 16 ' NAILER t 2x FASCIA 01 ET O.H. OVERHANG DETAIL FOR OVERHANGS OVER 160 NET TRUSS BRACING 4 OVERHANG ALTERNATIVES 1,-tll it—mil F OVERHANGS M EXCESS OF I6" AND UP TO 24" USE 2x4 SYP OUT LOOKER AT 16"o/c CLIP TO DBL TOP FL. WITH (2)-15 W/ Med. OVERHANGS I6" OR LESS USE 2x4 SYP OUTLOOKER AT 24" BLOCK SHEATHING EDGESo% WITH (UH5 W/ (8)ed WITHIN4' OF GABLE 7RU55 ASTEN SHEATHING TO FRAMING AT 3' o% - ON EDGES, 6' o% IN FiELD W/ tad. 1/2' GYP CEILING HEIGHT VARIES PURLIN BOTTOM CHORD OF II ALL TRUSSES WITH Ix4 SYP PERPNDICULAR TO WOOII II (Z DAXia ROD FROM TRUSSES a 24' O/C =1 (3) JACK/5TUDS) 10d NAILS AT EACH TRUSS - n if uxo. FINISH GRADE • TYPICAL WALL CONNECTIONS: 1e - TO -STUD, STUD -TO -SHOE, SHOE -TO -FOUNDATION APA RATED SHEATHING TO MATCH ROOF SHEATHING 2x 42 SYP DBL .TOP PL (SLOPED) 1/16' APA RATED SWEATHNG WITH 8d NAILS a 6" o% ALONG ALL PANEL EDGES AND 8' o% N FiELD. BLOCK ALL EDGES (CONTINUE 51=5 t SHEATHING FOUND TO UNDERSIDE OF OUTLOOKER5) SHEATHING TO BE ORIENTED PERP. TO FRAMING MEMBERS, U.N.O. r MSTA24 W/ (9) 10d 1 r NAILS/END S EA SIDE OF HEADER (SIZE PER CALLOUT ON EA STUD ABOVE r p HEADER t JACKS TO r r r r SiRUGTURAL (2) SPH4/6/8 / % ' i i / a Aye PEAK- TO If': 2x4 STUDS PLAN) OR TRUSS TO 14': 2x6 SFf n / FROM BLOCK -TO BLOCK T LAYOUT IF SYS 42, CORNER OF 131x3" NAILS a 2" ACROSS EA TRUSS) • (l) ROW OF 10d • 1/4" OFF C. OF Txb. NAILS a 6 OL • GARAGE / /" r STAGGERED, LUIT14N 3/4 OF �TlCENTERLINE OF 2x4 • 1 S/8' • • • • SPW4/6/8 a 32"o% M THE EVENT THE+ CONCRETE CHORDS OWN IFFERENT TRUSS OR DNT the middle of the coupler and be tightened so as to prevent the movement of the coupler or either threaded rod. 2 1/2 • TOP le TO HDR OMITS THE SIZE/SPACNG REQUIREMENTS. OPPOSITE TO wall. An additional mw of 8d nails (6d vMhllardit Pancl) should be placed at 6" We into the top plate (2) MSTA24 W/ WPAWD2CGNTR42 EM EMBEDDED assembly in addition to any other nailing specified for securing the sheathing to the frame. WALL (9A0d/END/STRAP a EA STRAPS, STRAPS, It IS ACCEPTABLE (3) .131x3" overturning moments, additional intermediate shear connectors are required to resist lateral wind loading 11/2" END OF HEADER UN.O_ TO SUBSTITUTE (1) MST48 DOUBLE TOP 1E OF WALL EACH • • SEE TRUSS SCHEDULE FOR SERIES FLAT STRAP PER between WOOD *DeAnchoring Rods, but in no case more than 36" from any two anchor, or 1/4' diameterX PER PLY OF PORCH BEAM FOR C CONVENTIONAL LUMBER Zply 2x4 • WALL SHEATHING SHALL BE 1/16" HPAHD22. FACE MOUNT THE 24' O/C. EXTERIOR • • APA RATED SHEATHING WITH ed STRAP TO THE FOUNDATION 1 1/2 " 12 SPF OR SYP Zx6 211 NAILS AT 3" O.C. AT ALL PANEL WITH EITHER (4)1/2"0 preceding paragraph may be used to secure the plate and prevent horizontal movement The shoe -plate joint 'Z 810E OR SYP 2x4 BUILT-UP COLUMN PLATE HOTS. UP TO 16'-I 1/8" @2 $� OR SY EDGES AND 8" OL. N FIELD EPDXIED ALL THREADS W/ The typical maximum allowable tension load for each trait is 3,0009 at interior locations exterior locations, (TYP-UND-) SHEATHING PANELS 4 1/4" MIN. EMBEDMENT OR BUILT-UP COLUMN �� PLATT= HCiTS. UP TO 12'-1 1/8 SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLiES. BUILT-UP COLUMN FA5TEN WALL SHEATHNG-TO-POST W/MIN 8d's + PLATE HCsTS. UP TO 20'-1" SHOULD BE ORIENTED (I6) 3/16"0x 1 3/4• TAPCON 12" O/C OR GYPS(,M-TO-POST W/ MIN 5d'8 a 4" O/C r PERPNDfCULAR TO FRAMING ANCWORS. FASTEN STRAP TO MEMBERS, UNA. STUDS LII/ (20Abd. COLUMN5. JCAL ACK TOIKING STUD MULTIPLE PLY POST CONNECTIONS JACKS PER PLAN —� (1) W170D•Tfe ROD ADJACENT TO STUD POST IF PORCH BEAM IS TOP PLATE MAY BE NOTCHED TO ALLOW PORCH ASSEMBLIES. COWER POST. ETC. MR 3 (CNG STUDS EACH CONVENTIONAL LUMBER (2x8, 2x10, 2x12, ETC). (1) WOOD -TIE ROD BEAM TO BE LET N TO SIDE OF OPENING WHEN HPAH022 W/ (23)lbd TO WALL PROVIDED THAT (1) U51NG 2x6 FRAMING, 5 KiNG _ STUD ASSMEBLY (2) ENGINEERED LUMBER (LSL, LVL, PSL, ETCH 7x4 *1 SPF POST 15 ADDED TO EACH SIDE OF PORCH STUDS EACH SIDE WHEN PER SIDE OF OPENING The fIOOD•TieAnchoringRodSystem consist ofvertically oriented 1/2" diameter, A307 threaded steel rods USING 2x4 FRAMING UN.0- LOCATIONS WHERE EXTERIOR WALL 1RUlsI55ETWEENTOPAF;i!AllEl secured to the foundation via an embedment of not less than 6" into 2,500psi concrete with an edge distance PORCH BEAM MAY BE NOTCHED /1" ANCHOR BOLT AS IN ADDITION, (1) WOOD•TIe TRU55E5. of 2" (3" when 2x6 framing is used) and secured with Simpson AT Actylic-Tie two-part epoxy, or other AROUND 7010 PLATE PROVIDED THE TOTAL DEPTH OF THE BEAM 15 PER TYP. WALL SECTION. -HPAHD22 NOT REQ'D ROOF/FLOOR re�eES TRUZ two-part epoxy with equal or higherallowable tension loads for the identical application two-part epoxy. The rods, a single, continuous rod ormd segments coupled together, culminate directly above the top plate with a 4" SLAB W/8•x8" THICK - a 1'416 LOCATION iF BEAM AND (1) M5TA24 y ENED EDGE W/(I)"4� WALL LENGTH Z 48' 5HOULD BE ATTACHED TO CONT. UNDER DOOR The nut should be tightened about r / to, tum past finger -tight At exterior walls one ii OOD•Tie rod should ,SEE DETAIL 6/5T2 FNi — GRADE F OVERHANGS M EXCESS OF I6" AND UP TO 24" USE 2x4 SYP OUT LOOKER AT 16"o/c CLIP TO DBL TOP FL. WITH (2)-15 W/ Med. OVERHANGS I6" OR LESS USE 2x4 SYP OUTLOOKER AT 24" BLOCK SHEATHING EDGESo% WITH (UH5 W/ (8)ed WITHIN4' OF GABLE 7RU55 ASTEN SHEATHING TO FRAMING AT 3' o% - ON EDGES, 6' o% IN FiELD W/ tad. 1/2' GYP CEILING HEIGHT VARIES PURLIN BOTTOM CHORD OF II ALL TRUSSES WITH Ix4 SYP PERPNDICULAR TO WOOII II (Z DAXia ROD FROM TRUSSES a 24' O/C =1 (3) JACK/5TUDS) 10d NAILS AT EACH TRUSS - n if uxo. FINISH GRADE • TYPICAL WALL CONNECTIONS: 1e - TO -STUD, STUD -TO -SHOE, SHOE -TO -FOUNDATION APA RATED SHEATHING TO MATCH ROOF SHEATHING 2x 42 SYP DBL .TOP PL (SLOPED) 1/16' APA RATED SWEATHNG WITH 8d NAILS a 6" o% ALONG ALL PANEL EDGES AND 8' o% N FiELD. BLOCK ALL EDGES (CONTINUE 51=5 t SHEATHING FOUND TO UNDERSIDE OF OUTLOOKER5) SHEATHING TO BE ORIENTED PERP. TO FRAMING MEMBERS, U.N.O. r MSTA24 W/ (9) 10d 1 r NAILS/END S EA SIDE OF r r EA STUD ABOVE r p HEADER t JACKS TO r r r r HEADER r r / % ' i i / a Aye PEAK- TO If': 2x4 STUDS �I— TO 14': 2x6 SFf n TO IV: 2x6 SYP•2 12 16': 2x8 SYP•Z P sTi GAEBLE END BALLOON FRAMING DETAIL 1/211 = 1'-011 2x4 Q SYP OUTLOOKER HEADER PER STRUCTURAL K L 'OVERHANGS 5 16" a 24"0% w/ !ll 145 a EACH OUTLOOKER TO TOP CHORD OF GABLE PLAN OR TRUSS LAYOUT -OVERHANGS 16' Z 24" a I6"o% W/ (2)145 a E STi STi BLOCK SCE GAN TiGES OUTLIER TO TOP CHORD OF GABLE WITHIN TRI1S8 FASTEN SHEATHING TO FRAMING (2. "1STA24 W/(SAOd /END AT 3'/6" O.C. W/ Sd NAILS. FROM BEAM TO POST BUILT-UP OR BOXED COLUMN MAY :�±E CENTER STRAP a JOINT BE USED iN LIEU OF 4x4 OR 6x6. UN.O. ON STRUCTURAL (4) -131x3" QR END APA OR TECO RATED PLAN. USE 4ply 01 SYP QS 5p19 01 SPF 2x4 BUILT-UP COLUMN ILO 4x4 NAILS a SHEATHING TO MATCH PT 01 SYP 4x4 POST OUTLOOKTO TOP e. ROOF SHEATHNG -COLUMNS GREATER USE 51019r1 SYP Q$ 5p19 '1 SPF 2x6 GABLE TOP CHORD THAN 10'5UiLT-UP COLUMN ILA 6x6 Q$ THOSE � Tx L -BRAGS ON GABLE VERTICALS AS SUPPORTING SPECIFIED BY TRUSS MANUF. (MIN. 2x4 42 ENGINEERED WOOD > U SPF W/ 6"OIC .131x3' NAILS a MAX 2411o/d). PRODUCT: USE PT 02 p SYP 6x6 POST. (UN 0. GABLE TRUSS ON STRUCTURAL PLAN) r — - (2) .2 SPF 2x4 + EA CORNER ILA. 4x4 POST. (3) 01 SFf 2x -B INC T MI P T CLIP END OF LATERAL BRACE TO GABLE 2x4'6 e CORNERS DIRECTLY PONT OF GAB B E "X" BOTTOM CHORD WITH (2) H5 CLIPS. POST TO SLACONNECTION( BENEATH BEAM WHEN 6x6 15 m B 5 INWA R 8' t A H EA GABLE BOTTOM CHORD TO TOP le W/ MSTA18 WiTH Anu;44 OR ABU66 W/ I REQV. JACENT TRUE W/ (3) .131x3" STRAP W/ (1) 10d/END a 48"o/c OR .131x3" TOE 12) Ibd C 1/1"16x4 V4" EMBED HTT16 t 5/8"0x5-1/2" a) NAILS TO TOP B a 3"o/c-STAGGERED AS REQ'D. PACINCs: EPDXIED ALL TWREAAD QR1 EMBED EPDXIED < 4/12 PITC • 8'o /c (1) WTTI6 4 5/8"0 x 5-1/1" ALL THREAD 11 •1 SYP LEDGER FASTENED X 4/12 < 1/12 I CH • 6'0% 1/16" APA OR TECO RATED SHEATHING W/ Sd NAILS EMBED EPDXIED ALL -_ x \ -_- EACH QS TO Ib" o/c STUDS w/ .131x3" > 1/12 PIT " 4'ole IN 6" O.C. ALONG ALL PANEL EDGES AND 8" O.C. IN TWREAD. �__ _ ALTERNATIVE AS GUN NAILS + EA STUD FIELD- BLOCK ALL EDGES (CONTINUE SHEATHING SHOWN ON (TRUSS -TO -LEDGER TO MIDPOINT OF GABLE BOTTOM C 4ORD) > . I STRUCTURAL PLAiN. CONNECTOR SPECIFIED BY TRUSS ENGINEER) BEAM ABOVE / F FIRST OUTLOOKER 15 MORE /\ /\ /��\(�\� 1 2x4 rl SYP LATERAL BRACE !3) .131x3" �\�/\ 1/16" APA OR NAILS TWROUGW BRACE INTO EACH \ THAN 3Z', FROM FASCIA USE TECO RATER ` (2)2x4'6 • FIRST OUTL RSHEAONLY LEDGER t CONNETION SCHEDULE (PER TRUSS) TRUSS BOTTOM CHORD. EXTEND 1 /\�'I _ 111_ ,SEE FOUNDATION 61/121THNG W/ BRACE TO FOURTH INTERIOR TRUSS. 0-iTbxb w/C5) NAILS +EACH STUD- PLAN FOR SIZE) i b (LING 8d RV• 111-1241-2x8 u1/(8) NAILS a EACH STUD. MAX LATERAL BRACING SPACING: t NAILING - 4 SIDES Ry 1242-1862-2x12 w/(12) NAILS a EACH STUD. < 4/12 /12 I . 8'a/c , i�� MSTAIB STRAP a .• TYP. PORCH' POST 4 ALT. BOXED > -1/12 PITCH 4'o/c \ , TOE /AIS.131x3 R BEAMFRAMING DETAIL 1 COLUMN DETAIL TRUSS LEDGER DETAIL GTi CABLE END SRACiNG DETAIL 1/211 = 1'-011 TRU55 TOP CHORD WOOD -TIE ROD FROM ABOVE, • •• HORIZONTAL 2x4 SPF 02 SECURED TO BEAM ViA HTTIb W/ y /� BLOCKING BTWN TRU55 (18Abd NAILS, MR WOOF -TIE ROD THROUGH / • BEAM SECURED VIA WOOD -TIE ROD t CONT 2x4 (MAYBE OMITTED IF (1) MSTAIB IS USED GENTERLtNEOF BEAM W/ �� (1) 147716 WV (18A6d (MAY BE ROTATED FROM BLOCK -TO BLOCK ACROSS EA TRUSS)180' TO CONCEAL FLANGE) 3x3x1/8" WASHER t NUT. 10d a 6 "o% FROM \ / CONT. 2x4 TO 2x4 /. BLOCKING \� ZONTAL 2x4 SPF P2 41 SECTION—BLOOCKLNCs STUN TRUSS S ROOF SHEATHING WOOD BEAM CONTINUOUS TO SPF EACJ41 USS STi WOOD*TIE BEAM CONNECTION ALTS ATIVES .131x3" NAILS TO EACH TRUSS VERTICAL t + b"o%.131x3" I M11- I II TRUSS TOP CHORD INSTRUMENT OF NAILS TO INTERMEDIATE - 1 -m 2X4 •1 SPF side of each opening and at not more than six feet on center there after. At interior walls, one R OOD'Tie rod INFORMATION DERIVED BLOCKING. ADD (1) MSTA18 should be installed at each comer post - on the side ofthe post with the overlapping upper -most top plate - at OTHER WORKS UNLESS i� HEEL/END VERTICAL i // �� / i i OF TRUSS // / / % ' i i / STRAP W/ (1) 10d laO a EA SPLICE (CONT. 2x4 MAYBE OMITTED IF lU MSTAIB IS USED _ �`+ • C (3) ROWS OF 10d NAILS e _ ]� Iod OF ]� N ]{r 4) O LSTAGGERED NAILS e _ ]� 8. O C STAGGERED AS • `r • • SHOUN, EA PLY. / / / FROM BLOCK -TO BLOCK T I� I` other applications when a single, continuous threaded rod can't be used, a coupler should be used to join two 131x3" NAILS a 2" ACROSS EA TRUSS) • (l) ROW OF 10d • 1/4" OFF C. OF Txb. NAILS a 6 OL • l/ib' AAA OR TECO RATED / % SHEATHNICs LV 6•/8'o% 8d NAILS / /" r STAGGERED, LUIT14N 3/4 OF �TlCENTERLINE OF 2x4 • 1 S/8' • • • • - BLOCK ALL PANEL EDGES. - ' CHORDS OWN IFFERENT TRUSS OR DNT the middle of the coupler and be tightened so as to prevent the movement of the coupler or either threaded rod. 2 1/2 • j / / i SIZE/SPACNG REQUIREMENTS. OPPOSITE TO wall. An additional mw of 8d nails (6d vMhllardit Pancl) should be placed at 6" We into the top plate SIDES OF BLOCKING. assembly in addition to any other nailing specified for securing the sheathing to the frame. WALL At exterior wall applications where the IIOOD•TieAnchoring Rads are used to resist roof uplifts and 1 JL (3) .131x3" overturning moments, additional intermediate shear connectors are required to resist lateral wind loading 11/2" TRUSS -TO -Ie CONNECTOR (perpendicular to the wall) and distribute shear -wall loads (parallel to the waft. The intermediate shear DOUBLE TOP 1E OF WALL EACH • • SEE TRUSS SCHEDULE FOR 2x4 •2 SPF BLOCKING TO between WOOD *DeAnchoring Rods, but in no case more than 36" from any two anchor, or 1/4' diameterX PER PLY OF PORCH BEAM FOR C CONVENTIONAL LUMBER Zply 2x4 • TYPE (DTL A t B / STI) SIFFNV P05T PER PLY OF PORCH 24' O/C. EXTERIOR • • STUDS /SHEAR WALL two anchor combinations or 16d case hard nails at not more than 12"o/c. 1 1/2 " 12 SPF OR SYP Zx6 211 WALL preceding paragraph may be used to secure the plate and prevent horizontal movement The shoe -plate joint 'Z 810E OR SYP 2x4 BUILT-UP COLUMN PLATE HOTS. UP TO 16'-I 1/8" @2 $� OR SY M BRACING OF TRUSS I -(EELS The typical maximum allowable tension load for each trait is 3,0009 at interior locations exterior locations, II GTi C01�ER i(o TALL) AT SI -TEAR WALLS BUILT-UP COLUMN �� PLATT= HCiTS. UP TO 12'-1 1/8 SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLiES. BUILT-UP COLUMN FA5TEN WALL SHEATHNG-TO-POST W/MIN 8d's + PLATE HCsTS. UP TO 20'-1" 12" O/C OR GYPS(,M-TO-POST W/ MIN 5d'8 a 4" O/C COLUMN5. JCAL ACK TOIKING STUD MULTIPLE PLY POST CONNECTIONS (1) W170D•Tfe ROD ADJACENT TO STUD POST IF PORCH BEAM IS TOP PLATE MAY BE NOTCHED TO ALLOW PORCH ASSEMBLIES. COWER POST. ETC. 1/211 = 11-011 CONVENTIONAL LUMBER (2x8, 2x10, 2x12, ETC). (1) WOOD -TIE ROD BEAM TO BE LET N TO ADJACENT TO EACH SIDE OF POST IF PORCH BEAM IS WALL PROVIDED THAT (1) ENGINEERED LUMBER (LSL, LVL, PSL, ETCH 7x4 *1 SPF POST 15 ADDED TO EACH SIDE OF PORCH DETAIL TO BE FOLLOWED AT ALL The fIOOD•TieAnchoringRodSystem consist ofvertically oriented 1/2" diameter, A307 threaded steel rods SEAM TO SUPPORT TOP }P LOCATIONS WHERE EXTERIOR WALL 1RUlsI55ETWEENTOPAF;i!AllEl secured to the foundation via an embedment of not less than 6" into 2,500psi concrete with an edge distance PORCH BEAM MAY BE NOTCHED IN ADDITION, (1) WOOD•TIe TRU55E5. of 2" (3" when 2x6 framing is used) and secured with Simpson AT Actylic-Tie two-part epoxy, or other AROUND 7010 PLATE PROVIDED THE TOTAL DEPTH OF THE BEAM 15 ROD SHOULD BE INSTALLED TO EACH SIDE OF PORCH ROOF/FLOOR re�eES TRUZ two-part epoxy with equal or higherallowable tension loads for the identical application two-part epoxy. The rods, a single, continuous rod ormd segments coupled together, culminate directly above the top plate with a J-1/4' UNLESS NOTED ON THE BEAM AND (1) M5TA24 y 3"x3"x%" or thicker steel washer, fender washer and nut where it secures the plates against vertical movement STRUCTURAL SWEET SL 5HOULD BE ATTACHED TO The nut should be tightened about r / to, tum past finger -tight At exterior walls one ii OOD•Tie rod should PORCH BEAM, SEE STRUCTURAL SHEET SI FOR MINIMUM SIZE. N PORCH BEAM T GTi WALL DETAIL 3/8" 1'-011 (1) 51DE OF EAC14 TOP iR INSTRUMENT OF be installed at each comer post - on the side of the post with the ovedaMing upper -most top plate - at each CENTERED ON THE JOiNT• 2X4 •1 SPF side of each opening and at not more than six feet on center there after. At interior walls, one R OOD'Tie rod INFORMATION DERIVED LEDGER w/ should be installed at each comer post - on the side ofthe post with the overlapping upper -most top plate - at OTHER WORKS UNLESS (4) J31 X 3' each side of each opening and at not more than four feet on center thereafter. Additionally, ifno other NAIL POST TO TO EACi-1 hold-down is present, a IVOOD$Tie rod should be placed at each end of each shear -wall segment ifthe end of PORCH HEADER INTERSECTING the segment does not coincide with a comer or opening. For two-story walls, walls over 11' high, or certain 2x4 4 SYP TOP !P W/ (U ROW OF TRUSS other applications when a single, continuous threaded rod can't be used, a coupler should be used to join two 131x3" NAILS a 2" MEMBER - (3) or more pieces ofmd together to create a continuos path from top plate to foundation The coupler should be O/C. USE WHEN '131x3' e low -carbon steel with a cross-sectional area of not less than.20 s inch ideal( 1':" 1 X 11/16". �'� �' Y °� r BOTTNAILS EACH Each rod should be threaded not less dun 1/2" into the coupler and the two rods should make contact at or near Tel 904.772-6100 CHORDS OWN IFFERENT TRUSS OR DNT the middle of the coupler and be tightened so as to prevent the movement of the coupler or either threaded rod. SEE DETAIL A/B FOR STUD 44E iIFFES LEDGER At exterior walls, APA or TECO rated sheathing, or 5/16" Hardi-Panel should be to one side of the applied SIZE/SPACNG REQUIREMENTS. OPPOSITE TO wall. An additional mw of 8d nails (6d vMhllardit Pancl) should be placed at 6" We into the top plate SIDES OF BLOCKING. assembly in addition to any other nailing specified for securing the sheathing to the frame. WALL At exterior wall applications where the IIOOD•TieAnchoring Rads are used to resist roof uplifts and 1 JL (3) .131x3" overturning moments, additional intermediate shear connectors are required to resist lateral wind loading W TOENAILS a (perpendicular to the wall) and distribute shear -wall loads (parallel to the waft. The intermediate shear EACH connectors may be either'h" diameter X 4'/4" embedment dtmaded/cpoxied rods located at or near third -points STUD POST - (ply 2x4 01 SPF P05t 2x4 •2 SPF BLOCKING TO between WOOD *DeAnchoring Rods, but in no case more than 36" from any two anchor, or 1/4' diameterX PER PLY OF PORCH BEAM FOR C CONVENTIONAL LUMBER Zply 2x4 BLOCKING a TOP I %" embedment TapCon anchors or .163" (or larger) diameter X 1'h" embedment power -actuated fastcncm SIFFNV P05T PER PLY OF PORCH 24' O/C. EXTERIOR located at or near quarter -points between HOOD Tie Anchoring Rods, but in no case more than 24" from any BEAM FOR ENGINEERED LUMBER ALL two anchor combinations or 16d case hard nails at not more than 12"o/c. EXTERIOR At each side of the shoe plate joint, any one of the four intermediate shear connectors outlined in the WALL preceding paragraph may be used to secure the plate and prevent horizontal movement The shoe -plate joint fastener should be located within 6" of the joint The typical maximum allowable tension load for each trait is 3,0009 at interior locations exterior locations, when installed as designed. IF THE HOUSE 15 TIED DOUlV USING p �/ CANVENTIONAL_ STRAPPING, REFER N TRUSS BLOCKING O RISR POCHBEAMCION GTiDETAIL DETAILS. i/2 = 11_mlt THIS DOCUMENT IS AN INSTRUMENT OF ENSINEER'S SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT AS TITLED BELOW. INFORMATION DERIVED FROM THiS INSTRUMENT CAN NOT BE USED FOR OTHER WORKS UNLESS AUTHORIZED BY THE ENGINEER WITHOUT INFRINGEMENT OF LEGAL RiGHTS, RE DESCRIPTION 1 - 2 - 3 - 4 - So u n� d 809 r a FirstSource of Jacksonville r 6550 Roosevelt Blvd. Jacksonville, FL 32244 Tel 904.772-6100 Fax 904.317-2835 li-H 0 1 JL O 1 C� —1-1--1 W O V <1 q if DRAWN YES CHECKED LAP SCALE 3/16 DATE 8/15/02 JOB NO. STANDARD SQFT. DETAILS SHEET STI II of STRUCTURAL GENERAL NOTES - 2001 FLORIDA BUILDING CODE (FBC) ASCE 1-98 1991 NDS A.Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that time. IL Do not scale. Use dimensions from the architectural plan. Notify engineer immediately iF discrepancies are found between plans. C. -All details shall be in accordance with instructions from manufacturer or designer. D All temporary shoring shall be the responsibllity of the contractor. FOl1NDAT ION. A.This design has been completed in accordance with pertinent standards, recommended design loll parameters, and accepted engineering design procedures, and is based on the best information available at the time of completion. The design is intended to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized that foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and advised to maintain good practices in the future with regard to surface and subsurface drainage, framing of partitions above floor slabs, and finish work above the floor slabs, etc. d. Design has been based on a non -expansive soil with an allowable soil bearing capacity of,?000 per. Active EFP= 30 pcf (level backslope). C,Backfill adjacent to foundation walls shall not be placed until the walls have sufficient strength and have been anchored to the floor system above or adequately braced to prevent damage to the wall. D Refer to the Geotechnical Engineer's report For all soil requirements for this site. F -All foundation pads shall be formed to proper dimensions as indicated on the drawings and centered on column or wall. P The location of foundation jogs, steps and top of wall elevations and connections are critical to foundation performance. These items are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation configuratlon unless stated specifically on the drawings. CONCRETE: A,Detail reinforcement in accordance with AGI 315-80 (Revised 1988), Detailing Manual. Minimum concrete cover For reinforcement shall be as Follows: 1) Concrete cast against earth 3" 2) Formed concrete exposed to earth or weather 1-1/2" 3) Interior slabs, walls 3/4" IL Minimum compressive design strength of concrete used for foundations and slabs shall be15M Frit 9 28 days. (.Reinforcing steel shall conform to ASTM A615, grade 40. D Longitudinal reinforcing in walls and footings shall be continuous at corners and Intersections. Matching corner bars shall be used. Minimum lap of reinforcing shall be 40 bar diameters, but not less than 20". E. All concrete operations, including but not limited to mix design, mixing, transporting, placing, reinforcing detailing and placing, curing, and testing shall be done in accordance with the requirements and application of AGI 301-84 (85), "SpeclFTcations for Structural Concrete". A.Framing lumber shall be as follows or better - 2 x Rafters/Beams/Jolsts 02 SYP 199- M.C. I -Joists Provided by TrusJolst, or equivalent. Engineered Beams Provided by Tru5Joist, or equivalent. Plates 02 SYP 1139- M.C. Studs "2 SPF le% M.G. - Typical - Unless Noted Otherwise Stud Grade SIF ic3% M.C. (2x4 up to V-1 1/8", one story residence only except partially enclosed structures) B, All nails shall be type 1033 On' unless noted otherwise. Options to using common nails are as follows: 12cl=10d=0.131"x3" Gun Nails 8d=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.: Sd 6 6"/12"o/c becomes _0999"x2 1/4" 61 4"/8"o/c.) C.Where not otherwise shown on plans, all nailing or screwing shall be as indicated in the current Florida Building Code, ASCE 1-98, and/or 1991 NDS referenced above. All sheathing must be nailed or screwed E adhesives SHALL NOT be used in place of nailing. D Metal connectors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of specified components. E. All exterior walls to be sheathed with min. "1/16" O.S.B. with Sd 9 6" o.c. along panel edges, 12" o.c. in field (8" with partially enclosed structures), except as noted on Structural plan. F Engineered componets (trusses, I -joist, etc.) shall be installed per manufacturers specifications t dlrectios. G. All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per HI5-91 spaced not more than 16 feet oc. and not more than 4' from end of continuous lateral brace. T - A.Detail, fabricate, and erect steel according to RISC "Specification For the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. & Structura I steel shall be: Except as below ASTM A36 Pipe ASTM A53, Type E or S, Gr. B Tube ASTM A500 C. -All bolts shall be A301 unless noted otherwise. O All welding shall be by a certified welder. A.Concrete block shall have a minimum compressive strength, f'm of SM plT. Masonry shall be laid up using type S mortar only. Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength of 39ND p*T IL All concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recommendations of the ACI Manual of Standard Practice. C.Lap all vertical reinforcing a minimum of 20". D Provide horizontal Joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM A82 and ASTM A161 TYPE 304. 4" CONC SLAB W/ 6X&X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER SLOPE 3/4" X 12" CLEAN, WELL COMPACTED, TREATED FIT. EXP. JOINT AT GARAGE DOOR VARIES AS TITLED BELOW. INFORMATION DERIVED 4" CONC SLAB W/ 6X&XI0/10 WWF FLASHING MUST PASS THROUGH OVER 6 MIL VAPOR BARRIER OVER I= II I CLEAN, WELL COMPACTED, TREATED FILL INFRINGEMENT OF LEGAL BRICK VENEER A A LEVEL BELOW =I =—_ = I = I _ 2�'4 CONT. - I -STORY =I - 1111 (2)'5 OR (3)'4 CONT.- 2 -STORY -- _ =1 I I ! I I= 1 — I -6 MIL VAPOR BARRIER I I I- I--= I— _= 22 SC TORY9 I -I (I —I — 12" I (I�'4 CONT. i I— — Note. TUi�NED DOWN EDGE 1 0 BE�41zING STEP DOUJN Y)ASTlCFoundation (PLLNC 4" CONC SLAB W/ 6X6XI0/10 WWF WOO/vertical construction OVER Co MIL VAPOR BARRIER OVER PULL ALL INTERIOR WALL DIMENSIONS FROM OUTER EDGE SLAB. CLEAN, WELL COMPACTED, TERMITE TREATED FILL 4" CONC SLAB W/ 6XloXiO/10 WWF OVER 6 MIL VAPOR BARRIER OVER 32244 CLEAN, WELL COMPACTED, TREATS FILL VARIES �-------=' ; �;.•=- ------�-= --- � • --- IT__I S h o w n Foundation atop I I I= = I I =1 = I =—__ I-I=(o MIL VAPOR BARRIER I __= I IN _ -=-_- _ = I I =1 I I I I W�dlfi4llFfllll_= =I I 811 = i =(I v4 CONT.—:1 -__ I1 KIM 1-1 =_ - I I -I I I I -I I I 1_1 I II - STEP DOWN O0, 11 NON -LOAD BEA1;;MG .� TUizNED DOWN EDGE 4" CONC SLAB W/ 6X6Xi0/10 WWF LL OVER 6 MIL VAPOR BARRIER OVER STOP CLEAN, WELL COMPACTED, TERMITE HEADER BLOCK OR TREATED FILL 2 FORMED E CAST -0 LIGHT COAT MASONRY "DRESSING" TO FILL STEP DOWN VARIES N - - +---_<;-_ _ 1—IIII— 77 II TYP. SLAB --r-�-_---------- __-77-7 1�I�—_MW_M4 _ -_- I _ ____► -_ =IIII=III III- 1= I=_ - �= I I _ 2,'4 CONT. - I -STORY = I I= I = =_ = I I = I I=1(2)'5 OR (3)04 CONT. FOR = = 16" = I 2 -STORY - I I - =IIII= _ =1 = =IIII II=_ [CAL FOOTING _ _ SEE I/ST2 IFOR SIZE/ I —_ — REINFORCEMENT — 1 STORY 20" STORY I I— II —I I 1-1 I1=1I IIII_ 1111_111 2 I- iNTEIRIOfR BEARING 15 12 14 51RICfG DETAIL g STEMWALL STEP DOWN STUCCO ADDENDUM 4" CONC SLAB W/ 6X6X10/10 WWF MARBLE SILL OVER 6 MIL VAPOR BARRIER OVER GLEAN, WELL COMPACTED, TERMITE TREATED FiLL 5" MAY VARY TILE (SEE FOUNDATION NAND TOOL ALL CONTROL JOINT TOOL 1" DEEP WHILE CONCRETE PLAN) IS WORKABLE 11� ll �I MIN. 13 SUNKEN SHOWER DETAIL 9 CONTfzOL JOiNT STANDARD FOUNDATION DETAILS STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STUCCO CORNER BEAD I" BELOW 4" GONG SLAB W/ 6X6X10/10 WWF FINISHED FLOOR -,""OVER 6 MIL VAPOR BARRIER OVER r1ICLEA4NJL COMPACTED, TREATED FILL SLOPEGRADEMIN DISTANCES III GLEAN CAMPAGTED t SAND FILL L -- /O BRICK W/ BRICK I STORY FOOTING SIZE W/O BRICK 12" WIDE W/ (2)94 OR (2)5 CONT. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (3)94 OR (2)"5 2 STORY W/O BRICK I6" WIDE W/ (3)94 OR (2)15 CONT. W/ BRICK 24" WiDE (INCLUDING LEDGE) W/ (4)P4 OR (3)15 1 TYPICAL FOUNDATION DETAIL SEE STi FOR VERTICAL WALL CONNECTION. 5 1/2" 5 1/2" WIDE CONIC. SILL TOP AT MAIN STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR STUCCO CORNER VARiESt MAX 5 1/2" (HEIGHTS EXCEEDING BEAD i" BELOW WIDTH REQ ADDITIONAL ANALYSIS) FINISHED FLOOR\ N11 CONC SLAB W/ bx6x10/10 WWF VER 6 MIL VAPOR BARRIER OVER LEAN, LL COMPACTED, TREATED FILL SLOPE GRADE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION IMEN51ONS A IN. DISTANCES @__F.OUNDATION AT GAF_AGzE 1-1/2" RECESS SLAB 3/4" FOR SGD 4" GONG SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION 3 FOUND. �T S.G.D. 1-1/2" 4" CONC SLAB W/ 6X&X10/l0 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL ------------ TYPICAL FOUNDATION 4 FOUND- ,AT DOOR SILL. SLOPE ---------- GROUT SOLID GRADE AROUND PIPE • CLEAN COMPACTED SAND FILL 8" MIN. - DEEPEN FOOTING 9 CHASE TYPICAL FOUNDATION LOCATION AS REQ'D TO PROVIDE PROPER FOOTING DEPTH. ( ) UT i L I TY CHASE MONOLITHIC FOUNDATION DETAILS THESE DETAILS ARE iNTERCHANGxEABLE WITH THE STEM WALLS FOUNDATION DETAILS. STOP LATH AND SEE STi FOR VERTICAL WALL CONNECTION. STUCCO CORNS 4" CONC SLAB W/ 6X6X10/10 WWF BEAD I" BELOW OVER 6 MIL VAPOR BARRIER OVER FINISHED FLOG GLEAN, WELL COMPACTED, TREATED FILL MAY BE USED AS BRICK LEDG -_ --------- -- SLO E ---------- SLOPE GRAD I I III 11 I= 1 (1) "4 REAR CANT. m HEADER COURSE 4 IIII=_ I F- H STORY DIMENSIONS ARE I I I =1 16 2 STORY IMIN. DISTANCES 1 STORY W/ 2 OR LESS COURSES, cA 6l POUR STEMWALL SOLID OR USE 10"40" FTN'G IIII=1 I I 1=IIII (TYP- VERTICAL REINFORCEMENT). 04 DOWELS A CORNERS t 48"o% THEREAFTER - BEND —IIII=_ ALL DOWELS ® TOP t BOTTOM, EMBED III III=I I MINIMUM 6" INTO FOOTING /12" INTO SLAB • MAX STEMWALL HEICsi IT: Cz✓) (GROUT ALL CELLS W/ REINFORCEMENT) 8" COURSES WALLS > (5) 8" I STORY FOOTING SIZE COURSES HIGH REQUIRE W/O BRICK Ih"x8" W/ (2)04 OR (2)5 CONT. ADDITIONAL ANALYSIS t W/ BRICK 20"x8" W/ (3)94 OR (2)95 CONT. REINFORCEMENT. 2 STORY w/O BRICK 20"x10" W/ (3)94 OR (2) 5 CONT. W/ BRICK 24'x10" W/ (4)94 OR (3,15 CONT. 1 TYPiCAL FOUNDATiON DETAIL • MAX. 2 COURSES ABOVE SLAB LEVEL. SEE STi FOR VERTICAL WALL CONNECTION. (I)"4 CONT. IN SOLID GROUTED U -BLOCK COURSE TYPICAL SLAB TYP. VERT. RE INF. r r- IImolll� PICAL FOOTING -SEE I/S72 FOR SIZE/REiNFORCEMENT 1== IP_IIP_Il1I_�IIIWII 2 FOUNDATION ,AT GARAG;E OVERLAP SLAB RECESS SLAB 3/4" FOR 1 1/2 ° THRESHOLD DEPTH = STUD + 1 1/4" (FROM OUTSIDE FACE OF BLOCK) ! I I-IIII-III -IM 1 i=1111=1_ I 1='I . - _ = I n P. SLAB — TYPICAL FOOTING - SEE i/ST2 FOR SIZE/RE INFORGEMEN _ __ - I— I=li--III=II= I =ilii- I I- 3 FOUND. ,AT S.G.D. HOLD HDR BLK TO OUTSIDE 1 1/2" TYP. SLAB II—IIII__ IIII= I- -__ -__-1 -I = _ TYPICAL FOOTING - SEE 1/ST2 p�l= _rlQIIR SIZE/REINFORC ' _ - III II .�. FOUND. �T DOOi� SILL (1)P4 x 2'-0" OVER 8"x8" CHASE IN CONC. BLOCK STEM I_I—III—III e'• _ WALL. GROUT SOLID -I =1 I = :• • AROUND PIPE -III' ' - 1 - I— TYPICAL FOOTING - SEE 1/ST2 1—) FOR SiZE/REiNFORGEM -1 11 I I I -III -I I I -I I I -I I I -I I I=I - UTILITY CHASE STEM WALL FOUNDATION DETAILS THESE DETAILS ARE iNTERCHANGEABLE WITH THE MONOLITHIC FOUNDATION DETAILS THIS DOCUMENT IS AN INSTRUMENT OF ENGINEER'S SERVICE I" AIR SPACE STRUCTION OF PROJECT AS TITLED BELOW. INFORMATION DERIVED FROM THIS INSTRUMENT FLASHING MUST PASS THROUGH OTHER WORKS UNLESS AUTHORIZED BY THE ENGINEER WITHOUT INFRINGEMENT OF LEGAL BRICK VENEER A A LEVEL BELOW F ;% ,, j/, DESCRIPTION EXTEND FLASHING BELOW SHOE PLATE - Note. - EXTERIOR WALLS /ETHE EXTERIOR SHEATHING FLUSH WITH THE FOUNDATION. Y)ASTlCFoundation (PLLNC WOO/vertical construction OfJacksonville PULL ALL INTERIOR WALL DIMENSIONS FROM OUTER EDGE SLAB. SEP HOLES ®48" O/C ; 32244 Tel 904112-6100 3/4" (NOMI.) STUCCO OVER LATH d PAPER S h o w n Foundation atop I 1/4" GAP BETWEEN SHEATHING t CONCRETE � EDQ�9 deta i is for Clarity_ wood O0, �TUCCO GRADE LL _ STOP 0, CMU/ C f o r other s t r u C t u r a I r' LIGHT COAT MASONRY "DRESSING" TO FILL FILL BETWEEN ERIC //�� y� I I /� y� vert oa I cof IStruct i of I BLOCK VOIDS AND/OR HONEYCOMBS ERIVOID VENEER t FOUNDATION WALL W/MORTAROR ] DATE 1/11/02 JOB NO, STANDARD TRUSS DETAILS GROUT, FILL 60LiD FROM acceptable - see STI for FOOTING TO UNDERSIDE OF FLASHING Spt�C l f I CS. 15 STUCCO DETAIL 14 51RICfG DETAIL STUCCO ADDENDUM BRiCK ADDENDUM STOP LATH AND SEE STI FOR VERTICAL WALL CONNECTION. STUCCO CORNER BEAD I" BELOW 4" GONG SLAB W/ 6X6X10/10 WWF FINISHED FLOOR -,""OVER 6 MIL VAPOR BARRIER OVER r1ICLEA4NJL COMPACTED, TREATED FILL SLOPEGRADEMIN DISTANCES III GLEAN CAMPAGTED t SAND FILL L -- /O BRICK W/ BRICK I STORY FOOTING SIZE W/O BRICK 12" WIDE W/ (2)94 OR (2)5 CONT. W/ BRICK 20" WIDE (INCLUDING LEDGE) W/ (3)94 OR (2)"5 2 STORY W/O BRICK I6" WIDE W/ (3)94 OR (2)15 CONT. W/ BRICK 24" WiDE (INCLUDING LEDGE) W/ (4)P4 OR (3)15 1 TYPICAL FOUNDATION DETAIL SEE STi FOR VERTICAL WALL CONNECTION. 5 1/2" 5 1/2" WIDE CONIC. SILL TOP AT MAIN STOP LATH AND SLAB LEVEL. TOP TO GARAGE FLOOR STUCCO CORNER VARiESt MAX 5 1/2" (HEIGHTS EXCEEDING BEAD i" BELOW WIDTH REQ ADDITIONAL ANALYSIS) FINISHED FLOOR\ N11 CONC SLAB W/ bx6x10/10 WWF VER 6 MIL VAPOR BARRIER OVER LEAN, LL COMPACTED, TREATED FILL SLOPE GRADE CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION IMEN51ONS A IN. DISTANCES @__F.OUNDATION AT GAF_AGzE 1-1/2" RECESS SLAB 3/4" FOR SGD 4" GONG SLAB W/ 6X6X10/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL CLEAN COMPACTED SAND FILL TYPICAL FOUNDATION 3 FOUND. �T S.G.D. 1-1/2" 4" CONC SLAB W/ 6X&X10/l0 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL ------------ TYPICAL FOUNDATION 4 FOUND- ,AT DOOR SILL. SLOPE ---------- GROUT SOLID GRADE AROUND PIPE • CLEAN COMPACTED SAND FILL 8" MIN. - DEEPEN FOOTING 9 CHASE TYPICAL FOUNDATION LOCATION AS REQ'D TO PROVIDE PROPER FOOTING DEPTH. ( ) UT i L I TY CHASE MONOLITHIC FOUNDATION DETAILS THESE DETAILS ARE iNTERCHANGxEABLE WITH THE STEM WALLS FOUNDATION DETAILS. STOP LATH AND SEE STi FOR VERTICAL WALL CONNECTION. STUCCO CORNS 4" CONC SLAB W/ 6X6X10/10 WWF BEAD I" BELOW OVER 6 MIL VAPOR BARRIER OVER FINISHED FLOG GLEAN, WELL COMPACTED, TREATED FILL MAY BE USED AS BRICK LEDG -_ --------- -- SLO E ---------- SLOPE GRAD I I III 11 I= 1 (1) "4 REAR CANT. m HEADER COURSE 4 IIII=_ I F- H STORY DIMENSIONS ARE I I I =1 16 2 STORY IMIN. DISTANCES 1 STORY W/ 2 OR LESS COURSES, cA 6l POUR STEMWALL SOLID OR USE 10"40" FTN'G IIII=1 I I 1=IIII (TYP- VERTICAL REINFORCEMENT). 04 DOWELS A CORNERS t 48"o% THEREAFTER - BEND —IIII=_ ALL DOWELS ® TOP t BOTTOM, EMBED III III=I I MINIMUM 6" INTO FOOTING /12" INTO SLAB • MAX STEMWALL HEICsi IT: Cz✓) (GROUT ALL CELLS W/ REINFORCEMENT) 8" COURSES WALLS > (5) 8" I STORY FOOTING SIZE COURSES HIGH REQUIRE W/O BRICK Ih"x8" W/ (2)04 OR (2)5 CONT. ADDITIONAL ANALYSIS t W/ BRICK 20"x8" W/ (3)94 OR (2)95 CONT. REINFORCEMENT. 2 STORY w/O BRICK 20"x10" W/ (3)94 OR (2) 5 CONT. W/ BRICK 24'x10" W/ (4)94 OR (3,15 CONT. 1 TYPiCAL FOUNDATiON DETAIL • MAX. 2 COURSES ABOVE SLAB LEVEL. SEE STi FOR VERTICAL WALL CONNECTION. (I)"4 CONT. IN SOLID GROUTED U -BLOCK COURSE TYPICAL SLAB TYP. VERT. RE INF. r r- IImolll� PICAL FOOTING -SEE I/S72 FOR SIZE/REiNFORCEMENT 1== IP_IIP_Il1I_�IIIWII 2 FOUNDATION ,AT GARAG;E OVERLAP SLAB RECESS SLAB 3/4" FOR 1 1/2 ° THRESHOLD DEPTH = STUD + 1 1/4" (FROM OUTSIDE FACE OF BLOCK) ! I I-IIII-III -IM 1 i=1111=1_ I 1='I . - _ = I n P. SLAB — TYPICAL FOOTING - SEE i/ST2 FOR SIZE/RE INFORGEMEN _ __ - I— I=li--III=II= I =ilii- I I- 3 FOUND. ,AT S.G.D. HOLD HDR BLK TO OUTSIDE 1 1/2" TYP. SLAB II—IIII__ IIII= I- -__ -__-1 -I = _ TYPICAL FOOTING - SEE 1/ST2 p�l= _rlQIIR SIZE/REINFORC ' _ - III II .�. FOUND. �T DOOi� SILL (1)P4 x 2'-0" OVER 8"x8" CHASE IN CONC. BLOCK STEM I_I—III—III e'• _ WALL. GROUT SOLID -I =1 I = :• • AROUND PIPE -III' ' - 1 - I— TYPICAL FOOTING - SEE 1/ST2 1—) FOR SiZE/REiNFORGEM -1 11 I I I -III -I I I -I I I -I I I -I I I=I - UTILITY CHASE STEM WALL FOUNDATION DETAILS THESE DETAILS ARE iNTERCHANGEABLE WITH THE MONOLITHIC FOUNDATION DETAILS THIS DOCUMENT IS AN INSTRUMENT OF ENGINEER'S SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT AS TITLED BELOW. INFORMATION DERIVED FROM THIS INSTRUMENT CAN NOT BE USED FOR OTHER WORKS UNLESS AUTHORIZED BY THE ENGINEER WITHOUT INFRINGEMENT OF LEGAL RIGHTS. RE DESCRIPTION 2 - 3 - 4 - Builders Fi rstSo u rce OfJacksonville DesignCenterjnc. 6550 Roosevelt Blvd. Jacksonville, Florida 32244 Tel 904112-6100 Fax 90431"1-2835 LU Z O0, LL LL 0, Z DRAWN BAM,RW CHECKED LAP SCALE NOTED DATE 1/11/02 JOB NO, STANDARD TRUSS DETAILS PLAN FOUND SHEET ST2 OF - SHEETS _. k BUILDING CODE SUMMARY CODE ENFORCEMENT JURISDICTION: DUVAL COUNTY ZONING CODE: THE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR RESIDENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (351.011). ZONING CLASSIFICATION: WIND ZONE: 120 MPH (WIND-BORNE DEBRIS) FLORIDA BUILDING CODE: 2001 EDITION FLORIDA BUILDING CODE -PLUMBING: 2001 EDITION FLORIDA BUILDING CODE -MECHANICAL: 2001 EDITION FLORIDA BUILDING CODE -FUEL GAS - 2001 EDITION NATIONAL ELECTRICAL CODE: 2000 EDITION FLORIDA FIRE PREVENTION CODE: 2001 EDITION OCCUPANCY CLASSIFICATION: RESIDENTIAL CONSTRUCTION TYPE: TYPE VI (UP) SPRINKLED: NO FIRE DISTRICT: NO BUILDING HEIGHT - APPROXIMATE HEIGHT AFG: 24'-0" BUILDING AREA (TYPICAL OF TWO) - FIRST FLOOR A/C: 614 SQ FT. SECOND FLOOR A/C: 602 SQ FT. TOTAL A/C: 1,216 SQ FT. GARAGE: N/A LANAI: N/A ENTRY: N/A. STORAGE: 26 SQ FT. TOTAL UNDER ROOF: 1,242 SQ FT. LOT AREA: *THIS BUILDING IS A TOWNHOME SOLD AS "FEE SIMPLE" UNITS. BUILDING COMPLIES WITH THE SEPARATION REQUIREMENTS SET FORTH IN FBC 2001 - 704.4 HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BEDROOM DUPLEX 1720 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FLORIDA 32233 DUVAL COUNTY DRAWING INDEX A1- A2- A3- A4- A5- A6- A7- A8- A9- A10- A11 - TITLE SHEET, CIAWING INEEX, GEN. NOTES FOUNDATION PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN RIGHT SIDE AND FRONT ELEVATIONS LEFT SIDE AND REAR ELEVATIONS ROOF PLAN ROOFING DETAILS WALL SECTION AND DETAILS FIRST FLOOR ELECTRICAL PLAN SECOND FLOOR ELECTRICAL PLAN FILE Copy aP a SACH GfT {tlJit�HiiyS� :)�Fi�� �x City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable zoning, subdivision and other local land development regulations, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by Big ature of the City of Atlantic Beach Building Offi prior to the ce of a Building Permit. Approved By: mm n ve opment rector Date: HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY TITLE SHEET, INDEX OF DRAWINGS Pft 1. rfr COPY DATE: 12/21/2005 DRAWN BY: PLO LEGEND 4" INDICATES A STEP-DOWN OR RECESS IN CONCRETE SLAB W/ MINIMUM DISTANCE DENOTED -- - INDICATES SLOPED CONCRETE SLAB SLOPE 1/8" PER FOOT (MIN) SLAB NOTES 1. THE FOUNDATION IS DESIGNED FOR AN ASSUMED MINIMUM SOIL BEARING PRESSURE OF 2,500 PSF. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THE SOIL WILL SATISFACTORILY SUSTAIN THIS LOADING. 2. 4" 2,500 PSI CONCRETE SLAB W/ 6x6 10/10 WWM OR 4" 2,500 PSI FIBERMESH CONCRETE SLAB OVER 6 ML. POLYETHELENE VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED SOIL. (TYPICAL) 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS AND PROVIDE THICKENED SLAB @ ALL LOCATIONS. (SEE DETAIL) 4. THE HEIGHT OF ALL STEP-DOWNS SHOWN ON DRAWINGS ARE MINIMUMS AND MAY VARY AT BUILDER'S OPTIONS AS REQUIRED BY SITE CONDITIONS. 5. VERIFY LOCATION OF ALL PIPING AND CONDUITS REQUIRED BELOW SLAB. (SEE FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATIONS) NOTE: ROOF TRUSS ENGINEERING NOT AVAILABLE PRIOR TO ISSUANCE OF THESE CONSTRUCTION DOCUMENTS. VERIFY INTERIOR ROOF TRUSS BEARING WITH ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. Lnia d - I N HABITAT FOR HUMANITY OF 11C10 JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY SLIDING GLASS DOOR TRACK W/ CONTINUOUS CAULK BED3 1/2' SLOPE CONCRETE 1/8" PER FOOT 10'-0" 10'-0" 10'-0" 10'-0" M(MAXIMUM) 20'-0" 20'-0" r FOUNDATION • a PLAN Via• :..•, •• r� THRESHOLD DETAIL 1/4 )1 = 1 '-0" 2 FOUNDATION PLAN 1/4 17 = 1 '-0" CL SEPARATION WALL DATE: 12/21/2005 DRAWN BY: PLO ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT CABS CABINETS CLNG CEILING COL COLUMN DR DOOR DW DISHWASHER FLR FLOOR FP FIREPLACE GLS GLASS HB HOSE BIB MC MEDICINE CABINET MIR MIRROR MTL METAL OHC OVERHEAD CABS OPNG OPENING OPT OPTIONAL R&S CLOTHES ROD and SHELF REF REFRIGERATOR SD SMOKE DETECTOR SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANITY) VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER TYPICAL OF TWO 1ST FLOOR LIVING SPACE: 614 SQ FT. 2ND FLOOR LIVING SPACE: 602 SQ FT. OTHER: I N/A TOTAL LIVING SPACE: 1,216 SQ FT. GARAGE: DEPTH = N/A LANAI: TREADS MADE OF 2x12 GLUED N/A ENTRY: (TRIMMED AS REQ'D) N/A STORAGE: 26 SQ FT. TOTAL UNDER ROOF: 1,242 SQ FT. 0 I rn wl I. R STAR NOTES 1., (15) EQ RISERS @ 7 9/16" I (13) EQ RISERS @ 9 1/2" W/ 1" NOSING NOTE: TOTAL TREAD DEPTH = 10 1/2" MIN 2. TREADS MADE OF 2x12 GLUED & NAILED (TRIMMED AS REQ'D) 3. RISERS MADE OF 1x8 GLUED & NAILED (TRIMMED AS REQ'D) 4. LANDINGS MADE OF 2x8 @ 16" OC. DECK W/ 3/4" T&G PLYWOOD GLUED & NAILED 5. STRINGERS ARE 2x12 EQUALLY SPACED (TYP) 0 I rn wl I. R LINE OF CANTILEVERED 2ND FLOOR I 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT 40'I-0" 20'-0" 20'-0" 6'-0" 91-0i„ 4,-92„ 4,_91„ 9,_01 6,_0„ 2" 2„ PA 10 I � .3_ H "� H B J 606 SGD 30 SH 9 303 SH 4' I o0o r----� E KITCHEN I o <'o KITCHEN SIN 8' CLNG 8' CLNG -IN DINING ROOM VINYL w H lO OI Ld 0 VINYL 10 8' CLNG rn z I I Q= Qio mm 6068' SGD 6 -42 4'-0" 2 -82 6'-9„ 6'-9" 2 -82 4'}-0„ I STORAGE SIN 2068 REF — J `— REF 2_ SIN 8' CLNG I (3) SH OHC OHC (3) SH 1„ 3,_8„ iv �N 286 2 -82 I = ---------------- 2x LL 2668 I V/H I I,f ,I I WF� I 6 STOR, ter j 42"H 42"H S R `o j HALF HALF `;l I �_. N I- WALL WALL f } J ::....:..: W W 3 POWDER 6 H H N R If CAP I' CAP 3 Al'D AI UD I A/C ° 8' CLNG I COMP VINYL r-) 40- 'I36"H HALF 36"H HALF PR - AB WALL W/ CAP WALL W/ CAP E 2068 HWS 1 1 » N 3'-1 „ 3,_32„ 4'-0, 4,-3„ 5'- 22 5-22 4'-3" 4 Lo 0 0 0 I I LIVING ROOM LIVING ROOM 8' CLNG 8' CLNG 00 0 .. o�_� _- --------- - f ...... _...._ r- _-______ -------- ................................_..: .............................. o ........................... 3OS.._SH � H 10'-0" DINING ROOM ` HBA T� 8' CLNG 6'- 42„ I It L 3'-8" L2'-82„ �, � 868 2> LL _ j O I N POWDER a 8' CLNG ° 3` VINYL MC X 868 C=7 XR&S R> 20688 U 3 1 -32 0 I I 10'k0" 2' 2' I BRICK VENEER '-10 5'-0" 10'-0" 4'-10" 4" 10'-0" 5'-0" 20'-0" 20'-0" FIRST FLOOR PLAN 1/4 = 1 '-0" 40'-0" CL SEPARATION WALL 0 _ I -IN N A/C -IN COMP N f -IN 00 o) LINE OF CANTILEVERED 2ND FLOOR 0 N HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 /1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY FIRST FLOOR PLAN DATE: 12/21/2005 DRAWN BY: PLO -I �N N I I I LINE OF CANTILEVERED 2ND FLOOR I 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT 40'I-0" 20'-0" 20'-0" 6'-0" 91-0i„ 4,-92„ 4,_91„ 9,_01 6,_0„ 2" 2„ PA 10 I � .3_ H "� H B J 606 SGD 30 SH 9 303 SH 4' I o0o r----� E KITCHEN I o <'o KITCHEN SIN 8' CLNG 8' CLNG -IN DINING ROOM VINYL w H lO OI Ld 0 VINYL 10 8' CLNG rn z I I Q= Qio mm 6068' SGD 6 -42 4'-0" 2 -82 6'-9„ 6'-9" 2 -82 4'}-0„ I STORAGE SIN 2068 REF — J `— REF 2_ SIN 8' CLNG I (3) SH OHC OHC (3) SH 1„ 3,_8„ iv �N 286 2 -82 I = ---------------- 2x LL 2668 I V/H I I,f ,I I WF� I 6 STOR, ter j 42"H 42"H S R `o j HALF HALF `;l I �_. N I- WALL WALL f } J ::....:..: W W 3 POWDER 6 H H N R If CAP I' CAP 3 Al'D AI UD I A/C ° 8' CLNG I COMP VINYL r-) 40- 'I36"H HALF 36"H HALF PR - AB WALL W/ CAP WALL W/ CAP E 2068 HWS 1 1 » N 3'-1 „ 3,_32„ 4'-0, 4,-3„ 5'- 22 5-22 4'-3" 4 Lo 0 0 0 I I LIVING ROOM LIVING ROOM 8' CLNG 8' CLNG 00 0 .. o�_� _- --------- - f ...... _...._ r- _-______ -------- ................................_..: .............................. o ........................... 3OS.._SH � H 10'-0" DINING ROOM ` HBA T� 8' CLNG 6'- 42„ I It L 3'-8" L2'-82„ �, � 868 2> LL _ j O I N POWDER a 8' CLNG ° 3` VINYL MC X 868 C=7 XR&S R> 20688 U 3 1 -32 0 I I 10'k0" 2' 2' I BRICK VENEER '-10 5'-0" 10'-0" 4'-10" 4" 10'-0" 5'-0" 20'-0" 20'-0" FIRST FLOOR PLAN 1/4 = 1 '-0" 40'-0" CL SEPARATION WALL 0 _ I -IN N A/C -IN COMP N f -IN 00 o) LINE OF CANTILEVERED 2ND FLOOR 0 N HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 /1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY FIRST FLOOR PLAN DATE: 12/21/2005 DRAWN BY: PLO IN 12 12 4� Q4 VINYL SIDING LEFT SIDS ELEVATION 1/4 = V-0 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT 12 _ a4 FINISHED FIRST FLOOR CL SEPARATION WALL REAR ELEVATION 1/4 = 1'-0" T.O. BEARING 17'-7" FINISHED SECOND FLOOR 9'-5 1/2" T.O. BEARING 8'-1 1/8" FINISHED FIRST FLOOR 0'-0" HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY LEFT SIDE AND REAR ELEVATIONS DATE: 12/21/2005 DRAWN BY: PLO T.O. BEARING 17'- 7" WALL LINE BEYOND VINYL SIDING FINISHED SECOND FLOOR 9'-5 1/2" T.O. BEARING 8'-1 1 /8" LEFT SIDS ELEVATION 1/4 = V-0 2 STORY 3 BEDROOM MODEL - ENTRY LEFT 2 STORY 3 BEDROOM MODEL - ENTRY RIGHT 12 _ a4 FINISHED FIRST FLOOR CL SEPARATION WALL REAR ELEVATION 1/4 = 1'-0" T.O. BEARING 17'-7" FINISHED SECOND FLOOR 9'-5 1/2" T.O. BEARING 8'-1 1/8" FINISHED FIRST FLOOR 0'-0" HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY LEFT SIDE AND REAR ELEVATIONS DATE: 12/21/2005 DRAWN BY: PLO LINE OF GABLE WALL 1'-4" (TYP) A \ ^.5:3 CL SEPARATION WALL ROOF PLAN 1/4 = V-07, HABITAT FOR THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY 3 BED DUPLEX 1120 /1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY ROOF PLAN DATE: 12/21/2005 DRAWN BY: PLO �nin C-nnE7 nKi ROOF DECK 2 =RLAP WIDE UNDERLAYMENT -ALLED W/O WRINKLES. ONLY ENOUGH NAILS HOLD IN PLACE UNTIL ERED BY SHINGLES. NON—CORRODING METAL DRIP EDGE 4" MIN OVERLAP @ END UNDERLAYMENT ON TOP OF DRIP EDGE @ EAVES UNDERLAYMENT DETAIL 112 PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES @ RAKES, CEMENT SHINGLE TO UNDERLAYMENT & TO EACH OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT 4:12 or GREATER SLOPE NON—CORRODING • METAL EAVE DRIP TRIM 6"-7" TRIM TABS FROM FROM END OF 1ST SHINGLE STARTER COURSE SHINGLES STARTER STRIP DETAIL 1/2" = 1'-0" t� PLACE SHINGLES CLOSE TOGETHER BUT DO NOT CROWD NON—CORRODING METAL EAVE DRIP PLACE SHINGLES 3/8" OVER EAVE & RAKE EDGES @ RAKES, CEMENT SHINGLE TO UNDERLAYMENT & TO EACH OTHER IN A 4" WIDTH OF ASPHALT PLASTIC ROOF CEMENT FIRST COURSE DETAIL 1/2" = 1'-0" 11 1/ 2 A 12 1 /2" 11 1/2" A 12 1/2 1" t1 1/2" 1" to 1 /2" N L I STARTER STRIP DETAIL 1/2 = 1'_0" 5 1/2" T GYP BE 1/2" R-13 E METAL FLASHING NAILED 'i TO ROOF DECK CAP SHINGLE INSTALLED W/ ROOF CEMENT. DO NOT NAIL. T `\_ ROOF CEMENT SHINGLES WALL FLASHING DETAIL 3" = 1'-0" 0 R 30 BATT I N S U LAT I O N FIBERGLASS SHINGLE ROOFING OVER 15# FELT INSULATION BAFFLE BETWEEN EACH TRUSS HURRICANE CLIP @ EACH TRUSS. (SEE STRUCTURAL DRAWINGS) (2) 2x PLATE #2 SYP ALUM DRIP EDGE OVER FASCIA FULLY VENTED VINYL SOFFIT VINYL LAP SIDING OVER TYVEK HOMEWRAP SOFFIT DETAIL 1 " HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 / 1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY ROOFING DETAILS DATE: 12/21/2005 DRAWN BY: PLO ATTACH 2" METAL C—CHANNEL TO DECK "FLAME CONTROL" #10-10 INTUMESCENT COATING SPRAY APPLIED PER MANUFACTURER'S SPECIFICATIONS TO UNDERSIDE OF DECK AND TRUSSES @ 4'-0" MINIMUM HORIZONTAL DISTANCE FROM BOTH SIDES OF CENTER LINE OF SEPARATION WALL CONTINUOUS FIRE CAULK SEALANT BETWEEN SILL PLATE & SHAFTLINER EACH SIDE .063" USG ALUMINUM ANGLE CLIPS — SPACED AS REQUIRED R 11/19 FIBERGLASS BATT I N S U LATI O N CONTINUOUS FIRE CAULK SEALANT BETWEEN SILL PLATE & SHAFTERLINER EACH SIDE 23/32" T&G PLYWOOD SUBFLOORING GLUED AND SCREWED OVER PRE—ENGINEERED WOOD FLOOR TRUSSES R 30 SOUND RATED FIBERGLASS BATT INSULATION CONTINUOUS FIRE CAULK SEALANT BETWEEN SILL PLATE & SHAFTLINER EACH SIDE 063" USG ALUMINUM ANGLE CLIPS — SPACED AS REQUIRED ATTACH 2" METAL CHANNEL TO CONCRETE SLAB W/ 'PASLODE' OR EQUIVALENT ANCHORS @ 24" O.C. MAXIMUM 2x SILL PLATE W/ FOAM SILL SEAL ACOUSTICAL SEALANT B NOTE: SOUND RATED ASSEMBLY. CAULK ALL PENETRATIONS W/ ACOUSTICAL SEALANT U.N.O. Q f •d c E CL SEPARATION WALL SECTION THROUGH 1 " = 1 '-0" PLYWOOD SHEATHING PRE—ENGINEERED WOOD ROOF TRUSSES ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL R-30 FIBERGLASS BATT INSULATION 5/8" OR 1/2" TYPE 'C' GYPSUM WALL BOARD "THERMAFIBER" INSULATION FIRE BLOCKING AS REQUIRED (2) LAYERS 1" USG GYPSUM LINER PANEL 1" (3/4" MINIMUM) AIR SPACE 1/2" GYPSUM WALL BOARD OVER 2x #2 SPF WOOD STUDS Q 16" O.C. 2" METAL H—CHANNEL METAL ANGLE — SPACE AS REUQIRED 2x SILL PLATE ACOUSTICAL SEALANT BOTH SIDES 5/8" OR 1/2" TYPE 'C' GYPSUM WALL BOARD 1/2" GYPSUM WALL BOARD OVER 2x #2 SPF WOOD STUDS © 16" O.C. R11/19 FIBERGLASS BATT INSULATION 1" (3/4" MINIMUM) AIR SPACE (2) LAYERS 1" USG GYPSUM LINER PANEL CONCRETE GRADE BEAM (SEE FOUNDATION PLAN) SEPARATION WALL 2 FIRE RESISTANCE RATINGS — ANSI/UL 263 Design No. U336 December 06, 1996 Exposed to fire from separation wall side only Nonbearing Wall Rating — 2 Hr Finish Rating — 120 Min SEPARATION WALL: (Max Height — 44 ft) 1. Floor, Intermediate or Top Wall — 2" wide channel shaped with 1" long legs form from No. 25 MSG galv steel, secured with suitable fasteners spaced 24" O.C. 2. Metal Studs — Steel members formed from No. 25 MSG galv steel having "H" shaped flange spaced 24" O.C.; overall depth 2" and flange width 1-3/8". 3. Gypsum Board* — Two layers of 1" thick gypsum wallboard liner panels, supplied in nom 24" widths. Vertical edges of panels friction fitted into "H" shaped studs. CANADIAN GYPSUM COMPANY — Type SLX. UNITED STATES GYPSUM COMPANY — Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs — Nom 2" by 4" max spacing 24" O.C. Studs cross braced at mid—height where necessary for clip attachment. Min 3/4" separation between wood framing and fire separation wall. 5. Gypsum Board — Classified or Unclassified — Min 1/2" thick, 4'-0" wide, applied either horizontally or vertically. Wallboard attached to studs w/ 1-1/4" long steel drywall nails spaces 8" O.C. Vertical joints located over studs. (Optional) Joints covered with paper tape and joint compound. Nail heads covered with joint compound. 6. Attachment Clips — Aluminum angle, 0.063" thick, 2" wide with 2" and 2-1/4" legs. Clips secured with Type S screws 3/8" long to "H" studs and with Type "W" screws 1-1/4" long to wood framing through holes provided in clip. 6A. Clip placement (Item 6) for separation walls up to 23'-0" high. Space clips a mas of 10'-0" O.C. vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44'-0" high. Space clips as described in Item 6A for upper 24'-0". Remaining wall area below requires clips spaces a max 5'-0" O.C. vertically between wood framing and "H" studs. *Bearing the UL Classification Mark Reprinted from the Online Certification. Directory, Copyright O 2003 Underwriters Laboratories Inc. FIRE CAULK CONTINUOUS BEAD ACOUSTICAL SEALANT SEALANT N.T.S. CONTINOUS BEAD ACOUSTICAL SEALANT FIRE CAULK DETAILS w U Z SON 1/2" GYPSUM WALL BOARD 2x4 STUD WAL CL OF SEPARATION WAI 2" USG 'H' STU (2) 1" USG GYPSUM LINE PANEL (SEE SECTIC THROUGH SEPARATION WALL, 3 VINYL SIDING OVER APPROVED HOUSE WRAP EXTERIOR SHEATHING 2" USG 'C' RUNNER PLAN DETAIL AT SEPARATION WALL N.T.S. HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 /1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY WALL SECTION AND DETAILS DATE: 12/21 /2005 DRAWN BY: PLO ELECTRICAL LEGEND :(D-- 110 VOLT DUPLEX OUTLET -WALL MOUNTED 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110V DUPLEX -GFCI OUTLET 110V DUPLEX -AFCI OUTLET 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET -614- SWITCH 44, SWITCH -THREE WAY o� PUSH BUTTON SWITCH ® DOOR BELL CHIMES O -i CABLE TELEVISION OUTLET LIGHT FIXTURE -CEILING MOUNTED + LIGHT FIXTURE -WALL MOUNTED O SMOKE DETECTOR -CEILING MOUNTED ® EXHAUST FAN o ELECTRIC PANEL QUICK DISCONNECT FLOOD LIGHTS - DUAL HEAD 1'x4' FLUORESCENT CEILING MOUNTED LIGHT FIXTURE ELECTRICAL NOTES 1. IN FAN / LIGHT COMBO SWITCH TO OPERATE LIGHT ONLY. 2. ALL WIRING IN BEDROOMS TO BE ARC FAULT PROTECTED PER NEC 2002. 3. INSTALL DOORBELL TRANSFORMER IN HVAC CLOSET. C � _ _ 9 �TnRY � RFRR(�nM MnnFl FNTRY I FFT 9 �TnRY 3 RFRR(�nM MnRFI FNTRY RIGHT FIRST FLOOR 1 '-0" ELECTRICAL I CL SEPARATION WALL PLAN HABITAT FOR HUMANITY OF THE JACKSONVILLE BEACHES 1671 FRANCIS AVENUE ATLANTIC BEACH, FL 32233 (904) 241-1222 FAX: (904) 241-4310 2 STORY, 3 BED DUPLEX 1120 /1122 SCHEIDEL COURT ATLANTIC BEACH, FL 32233 DUVAL COUNTY FIRST FLOOR ELECTRICAL PLAN DATE: 12/21/2005 DRAWN BY: PLO 10