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1112 1114 SCHEIDEL CTi i .}t_-. e 1 �r ,aa L 6-ro moDEL ENTRY RIGHT 2 Stof r MOiDEL ENTRY RIGkPT 1 FOUNDATION PLAN �l 3/161' = 11-011 SW (2)2x10-2/3 SW SW SW (MxIO-2/3 SW Ir" OWN I; ^ II I I I I Ilia F Kli 1L___._r L--, r --a jI F -KW I 1 -_T_ l UL - II 1 d L I Ii 1--- 1 10 OI I ---� 2x4 $2 SPF �j p 2x4 02 SPF STUDS r 1211 ! _ __._ - - -►- -_ - STUDS lo 1211 ._ r-...._. i_.._._-...._...--------- ------- - _ . O/C. -.; . _ _-...__..... .. -- - -�- �- - ------ - -- _....------ - ------ _ O/C. I I I Fnz F W F-KlU / nj 10. I I I I I I 1 Fpy � F�5 C 1 1 ' 1=07 - _.�..._._....__... 2x4 "2 SPF 2x4 12 SPF -- _ _ ---- STUDS a 12" STUDS m 12" ©' _ O/C. � Fgl FSI F +) H5. m .EACH TIO TO TOP (1)-.H5 IID_EACH TIO TO T,4P rte--Frj>wLD>=i�rr�BLocI�IN�- - -- _ _.. ... . ....... ---- _._. __._ .__.__�-�atCD�i�i'r-I-akoct�INc-� .__ . (2) MTSI2'S OR TO FPETWEEN FLOOR JOISTS At BETWEEN FLOOR JOISTSFAT (2J MT512'S OR !2) p Aklr TIDO __- M5TA24'S 6 TI00 TO 1 __ M5T s 00 _ _ 2 I 2x4 +'2 SYP POST - r - -- _- - - 2ply 2x4 "2 SYP P05T W/ (1) WOOD Tie ROD. i �' i� l (2) MT512'6 OR (2) (2) MTSI2 S OR (2) W/ (1) WOOD'Tle ROD_ N I M5TA2� r TI00 TO- MST I'S tv T100 TO d)) `�x-��i�i�� a� - _ a F 1 I w/ (U WOOD,Tie ROD. w/ (1) WOOD*Tfe ROD. - - -- _. }. in Ok HB 3 -m 'LL. 5 ; =_�' __ - s i Ku (u HTT1� • 1�� To (t) r SW -- -- w 1 r (2) MT512'5 OR (2) 5/8"�" ALL THREAD (2) MTSI2'S OR (2) MSTA24'5 m FII TO 2p1 ROD W/ 3p1y 2x4 02 SPF NSTA24'6m FIl TO 2ply 2x4 "2 SPI= POST w/ !Iy POST_ TO (I INVERTED :2x4 "2 SPF P05T w/ (1) WOOD'Tle ROD. HTT16 m BM BELOW. WOOD'Tte ROD. OL 42 IST FLOOR STRUCTURAL FL a AN J1 3/1611 = 11-011 (2) NT520'S OR (2) I MSTA24'S m T01 TO 2ply POS. C+J NEG. (-) POS. (+) NEG. C-) 2x4 02 SPF POST w/ (2) o WOOD*TI9 RODS. 20'-0r 50-100 at r 20'-0r 42.1 49.1 42.1 452 EXP. G, 12mmph, A51<4 55GCp1, z TO 30' 1 I r.. i -4716 -48.1 10 t- (2) MTSI2'5 OR (2) M6TA24'8 m T04 TO ►a�lt�■cr►'�irrr�ll�rv� 2pl 2x4 a1 SPF POST t, W/ Yu WOODOTIe ROD. DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF ' D. ty " x C11 .I 78T2 -45.1 -45.9 -462 -4(o.4 r' LGR D51. DOORS ST2 -A I- --- F:--- _ F_ - - 1 - DOOR5 WIT" I E30TW ENDS IN AN END ZONE MU5T USE FULL END SONE PRESSURES FROM CIC TABLE 4'1°.f- NC I IL X ...� �. I 4" GONG LU V Ill Ill 1 SLAB N cA f`4 &VDIZAK cel Ck 0 --a --_---- -._._.____.-.---7 '12NN I F--_---------- I LLI I 8/10 5T2 77 I I (Q /10 I 1 572 crJ , I I o 1 T2 I T MTSI tu Q (L IU U 1 Z , Z :z ST2 1 .�� V 8T2 ....1 p U 2.I 1111 �I_�11 31-511 ^t i11 6 •.1_211 J 1_211 v11 i11 �1-y 6 ✓ 2-111" I 10 I I 10 10 I Q U rr�l��l�+rlw-n. 1 o KN V_T- F_ - -� r- - I 12 CNl V) I--�I �I�I�Il�lrlwlr^^I� VI U I m I 0 0 LU V -, �_ - � = 1 LJ - L _.J i l i L _- _-J -, LJ 20"x20"A6" W/ `,' Q 0120"x20"xl6" W/ 2-05'5 BOTH w � J L - _ - cm 2-r5'S BOTH ( WAYS F_ - _ � WAYS I - - - -1 ' - - - JCONG. 0 r 4" SLAB I I REINFORCED W/ DATE 2-23-05 EITHER 6x6 10/10 WWM OR FIBERMESH I 4" GONG. SLAB 12 I I 12 ON 6 MIL VAPOR 1 1111111111117 REINFORCED W/ I BARRIER OVER EITHER 6x6 10/10 ST2 I I 5T2 TERMITE TREATED, = WWM OR FIBEFETIE51 i I I I CLEAN, ON 6 MIL VAPOR I I OMPACTED FILL. BARRIER OVER 12 S/10 TERMITE TREATED, 5T2 8/10 ST2 CLEAN, COMPACTED FILL. I I I I ST2 I III --J L-_ ----- I -J •- 1 F_ ( 1 411 GONG I 4" CON( 5LA5 SLAB IBJ - J ST2 1 I i ST2 L -J- J 572 ST2 mrr -ru 20'-0r • r Y01_0r _ -vr r 401-011 .1 FOUNDATION PLAN �l 3/161' = 11-011 SW (2)2x10-2/3 SW SW SW (MxIO-2/3 SW Ir" OWN I; ^ II I I I I Ilia F Kli 1L___._r L--, r --a jI F -KW I 1 -_T_ l UL - II 1 d L I Ii 1--- 1 10 OI I ---� 2x4 $2 SPF �j p 2x4 02 SPF STUDS r 1211 ! _ __._ - - -►- -_ - STUDS lo 1211 ._ r-...._. i_.._._-...._...--------- ------- - _ . O/C. -.; . _ _-...__..... .. -- - -�- �- - ------ - -- _....------ - ------ _ O/C. I I I Fnz F W F-KlU / nj 10. I I I I I I 1 Fpy � F�5 C 1 1 ' 1=07 - _.�..._._....__... 2x4 "2 SPF 2x4 12 SPF -- _ _ ---- STUDS a 12" STUDS m 12" ©' _ O/C. � Fgl FSI F +) H5. m .EACH TIO TO TOP (1)-.H5 IID_EACH TIO TO T,4P rte--Frj>wLD>=i�rr�BLocI�IN�- - -- _ _.. ... . ....... ---- _._. __._ .__.__�-�atCD�i�i'r-I-akoct�INc-� .__ . (2) MTSI2'S OR TO FPETWEEN FLOOR JOISTS At BETWEEN FLOOR JOISTSFAT (2J MT512'S OR !2) p Aklr TIDO __- M5TA24'S 6 TI00 TO 1 __ M5T s 00 _ _ 2 I 2x4 +'2 SYP POST - r - -- _- - - 2ply 2x4 "2 SYP P05T W/ (1) WOOD Tie ROD. i �' i� l (2) MT512'6 OR (2) (2) MTSI2 S OR (2) W/ (1) WOOD'Tle ROD_ N I M5TA2� r TI00 TO- MST I'S tv T100 TO d)) `�x-��i�i�� a� - _ a F 1 I w/ (U WOOD,Tie ROD. w/ (1) WOOD*Tfe ROD. - - -- _. }. in Ok HB 3 -m 'LL. 5 ; =_�' __ - s i Ku (u HTT1� • 1�� To (t) r SW -- -- w 1 r (2) MT512'5 OR (2) 5/8"�" ALL THREAD (2) MTSI2'S OR (2) MSTA24'5 m FII TO 2p1 ROD W/ 3p1y 2x4 02 SPF NSTA24'6m FIl TO 2ply 2x4 "2 SPI= POST w/ !Iy POST_ TO (I INVERTED :2x4 "2 SPF P05T w/ (1) WOOD'Tle ROD. HTT16 m BM BELOW. WOOD'Tte ROD. OL 42 IST FLOOR STRUCTURAL FL a AN J1 3/1611 = 11-011 (2) NT520'S OR (2) I MSTA24'S m T01 TO 2ply POS. C+J NEG. (-) POS. (+) NEG. C-) 2x4 02 SPF POST w/ (2) - WOOD*TI9 RODS. i 50-100 at r 100 of 42.1 49.1 42.1 452 EXP. G, 12mmph, A51<4 55GCp1, z TO 30' 1 I r.. i -4716 -48.1 10 t- (2) MTSI2'5 OR (2) M6TA24'8 m T04 TO ►a�lt�■cr►'�irrr�ll�rv� 2pl 2x4 a1 SPF POST t, W/ Yu WOODOTIe ROD. DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF ' D. ty " x C11 .I -4555 -45.1 -45.9 -462 -4(o.4 r' PAD FOOTINGS UP TO 30"x30" 5HOU1N AT THE FOUNDATION -EDGE MAY BE OMITTED IF A STEM -WALL FOUNDATION IS USED IN LIEU OF 1A MONOLITHIC FOUNDATION. PAD FOOTINGS LARCaER THAN 30"x30" ARE REQUIRED WITH EITHER A STEM -WALL OR MONOLITHC FOUNDATION ADDITIONALLY WHEN A PAD i=00TING 15 REQUIRED WITH A STEM WALL FOUNDATION Ctl' 30"x30") IT NEED ONLY B£ PLACED EITHER BELOW -GRADE FO TING OR IN THE SLAB BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED A5 SUCH. 2ND FL OOK b I SI 3/1(011 = 11-011 ZONE COMPONENTO 4 CLADDING PRESSURES - IN PeF OPN'G AREA f3iF) IMWEE POS. C+J NEG. (-) POS. (+) NEG. C-) 0-20 of 41.ro 59.9 41.6 50.7 20-50 of 46.1 56.8 46.1 49.1 50-100 at 43.1 52.2 431 46.8 100 of 42.1 49.1 42.1 452 EXP. G, 12mmph, A51<4 55GCp1, z TO 30' PRE55URE i -4716 -48.1 -48.9 -495 -50-2 ►a�lt�■cr►'�irrr�ll�rv� LGR SGL DOORS X D DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF ' D. ty " x C11 I61_0" x Y-0" 4 -4555 -45.1 -45.9 -462 -4(o.4 +42.1 LGR D51. DOORS � -A � MT512 � DOOR5 WIT" I E30TW ENDS IN AN END ZONE MU5T USE FULL END SONE PRESSURES FROM CIC TABLE CIS) Ir"d 5t ke t W d M - 5/8" dimaeter or Lar er Threaded Rod Accompanying N IL X ...� �. I FL!LU LU V Ill Ill LLI Y X N cA cel Ck 0 X00 VI 0 0 LLI `w (Q N :3 , 0 z Q� o 1 (' L (2 MTSI tu Q (L IU U 1 Z , Z :z F -- 1 .�� V lu ....1 p U p _ TC WOR01, U X �IarN..w- U V Q U rr�l��l�+rlw-n. 1 o CQ o Q CNl V) �I�I�Il�lrlwlr^^I� VI U X 0 0 LU V -`q 0 N " Q p w � W m Z 0) U_ ca Q CHECKED LAP ? O 0 DATE 2-23-05 I mrr -ru • r rrrl, _ -vr r .1 ii' r - ��, r ' I � �rE��ti�u v �I�Ir"�I�r►'l�I�S ��illrtwllrw�wu�r� �' - �1rw�wuw.►'�i>A��I�� `i�� .d� �urlrlrrNNru it 1�1�.1_I I I a I s3irwu✓1r��r. •.� � �Ilttttt. g 2ND FL OOK b I SI 3/1(011 = 11-011 ZONE COMPONENTO 4 CLADDING PRESSURES - IN PeF OPN'G AREA f3iF) END -ZONES NTERIOR-ZONES POS. C+J NEG. (-) POS. (+) NEG. C-) 0-20 of 41.ro 59.9 41.6 50.7 20-50 of 46.1 56.8 46.1 49.1 50-100 at 43.1 52.2 431 46.8 100 of 42.1 49.1 42.1 452 EXP. G, 12mmph, A51<4 55GCp1, z TO 30' CONVENTIONALLY STRAP ALL SECOND FLOOR ROOF BEARING WALLS TO 5E,AMS / HEADER5 BELOW PER DETAIL E3/5Ti. _� (2) HT520'5 OR (2) MSTA24'S m T01 TO 2ply 2x4 112 SPF POST w/ (2) WOOD*Tfe RODS. (2) MTSITS OR (2) M6TA24'6 Q T04 TO 2pIy 2x4 02 5PF POST W/ (1) WOOD,TIe ROD. a oo S COMPONENTS d CLADDING PFS66URES CIN PSF) FOR GARAGE DOORra WITH ONE END UP TO 5' INTO AN EMP ZONE. CALL PRESSURES NEGATIVE, EXCEPT AS NOTED) DOOR SIZE LiWINGTHI CN FEET) OF DOOR INTO END ZONE POSITIVE I 2 3 4 5 0 PRE55URE 01_011 x D1_m11 4 -4716 -48.1 -48.9 -495 -50-2 z J) LGR SGL DOORS X D DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF u U � D. ty " x C11 I61_0" x Y-0" 4 -4555 -45.1 -45.9 -462 -4(o.4 +42.1 LGR D51. DOORS � -A � MT512 � DOOR5 WIT" I E30TW ENDS IN AN END ZONE MU5T USE FULL END SONE PRESSURES FROM CIC TABLE � � 8 %9 W Q NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCH TEG U BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC MST48 ' APPLICATIONS, BUT THEW MUST NOT BE "TWISTED O b LU 0 z 1 + GSI6 (28) 8d or (22) 10d Commons/Tata 1. TWISTED. USE MTS- or HTS-SERiE5 Note orn Page $1. z J) N X D DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF u U � D. ty " x C11 5/8" dlaimeter or Larger Threaded Rod per Accompanying Note on Page Sl. CjjGn NUMBER OF PLIES IN HEADER LLI pu U � �+ 11 u � -A � MT512 � A. GRAVITY LOADS: B LATE L LOADS_ cp Q CIS) Ir"d 5t ke t W d M - 5/8" dimaeter or Lar er Threaded Rod Accompanying N IL X (20) 10cd Commons or (24) 10dxl-1/2"dotal. 0 a� eL FL!LU LU V Ill Ill LLI Y X N cA cel Ck 0 X00 VI 0 0 LLI `w (Q N :3 , 0 z Q� o 1 (' L U tu Q (L IU U 1 Z , Z :z F -- 1 .�� V lu ....1 p U p _ VI 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 ,4UTHORIZED 5Y THE ENGINEER WITHOUT INFRINGEMENT OF LEGAL TRIGHTS. RE DESCRIPTION 1 - 2 - 3 - 4 ijuilders Fi rstSo u rce of Jacksonville 6550 Roosevelt Blvd. Jacksonville, FL 32244 Tel 904.772-6100 Fax 904.317-2535 8 %9 NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCH TEG U BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC MST48 ' APPLICATIONS, BUT THEW MUST NOT BE "TWISTED O b VI 0 N 1 PROVIDED GSI6 (28) 8d or (22) 10d Commons/Tata 1. TWISTED. USE MTS- or HTS-SERiE5 Note orn Page $1. V N r N X V) DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF U to n+ x C11 5/8" dlaimeter or Larger Threaded Rod per Accompanying Note on Page Sl. NUMBER OF PLIES IN HEADER LLI SPH4/6/8 �+ 11 u -A � MT512 � A. GRAVITY LOADS: B LATE L LOADS_ N CIS) Ir"d 5t ke t W d M - 5/8" dimaeter or Lar er Threaded Rod Accompanying N HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A X (20) 10cd Commons or (24) 10dxl-1/2"dotal. 0 a� eL FL!LU LU V Ill Ill LLI Y X N cA cel VI 0 0 (Q N :3 V U N 1- V 0 © 1 .�� V r VI U U X 0 U V Q U 1 o CQ o Q CNl V) VI U X 0 0 LU V -`q 0 N " Q p w � W m Z 0) U_ ca Q CHECKED LAP ? O 0 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 ,4UTHORIZED 5Y THE ENGINEER WITHOUT INFRINGEMENT OF LEGAL TRIGHTS. RE DESCRIPTION 1 - 2 - 3 - 4 ijuilders Fi rstSo u rce of Jacksonville 6550 Roosevelt Blvd. Jacksonville, FL 32244 Tel 904.772-6100 Fax 904.317-2535 STRUCTURAL ENGINEERING FOR USE WITH JOB NO. J103533 TRUSSES 5Y BUILDERS FIRST SOURCE. SQ.FT. 2432/2484 END -ZONE COMPONENTS 4 V3,? CLADDING PRE55URE5 APPLY 1 14, TO WINDOWS 8 DOORS IN �' i ;.P HIGHLIGHTED AREAS - TYP. THE X DIMENSION ILLUSTRATES' ;W �;f is so4114c � THE MEASUREMENT OFF THE \1� ; u. N CORNER OF CORNER OF THE HOUSE WHERE ' Eilf de,irsF3ou`�cc� a HOUSE END -ZONE (NOT INT -ZONE) %,� "+. PjaXwt ille,.' eC3 (TYPJ PRESSURES SHOULD BE USED. ► e{i Nw bar P X04 +11 m . . �) ..., --•- 111 1F �;} � WOOD*Tle- LEGEND PLAN NOTES CONNECTIONS 411"NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THiS PROJECT BASED ON THE FOLLOWING= NOitiV-LOAD BEARING WALLS 1) SEE SHEETS STi AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND GONNECTOiR METHOD OF ATTACHMENT META SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR -WALL DO NOT REQUIRE WOOD*Tie ROD INSTALLATION. WALLS THAT NAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 <---- HEADER/BEAM GALL -OUT DETAILS. M5TA18 (14) 10d Commons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT SHEET LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD*Tie RODS INSTALLED AS FOLI_OW5= 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA24 (iro) 10dl Commons/Total. TO CONFORM/ACCOMMODATE REQUIRED I T R4I ELEMENTS AND DIMENSIONS THAT 15 G� ROOF TiRU5S UPLIFT (LBS) W00[)*Tie iRODCS) #0-1000 RODS) Q 4' O/C (INTERIOR) OR ro' OIG (EXTERIOR). 01001-201rr, ADD (1) ROD ADJACENT TO TRUSS_ 1:2011 4 GREATER CONSULT DESIGN CENTER. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN E ALL INTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) Irod Sin rs/Each %9 NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCH TEG U BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC MST48 ' APPLICATIONS, BUT THEW MUST NOT BE "TWISTED BLOCKS. VI 0 NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED GSI6 (28) 8d or (22) 10d Commons/Tata 1. TWISTED. USE MTS- or HTS-SERiE5 Note orn Page $1. V N r N SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF ��YYYI !!II DESIGN LOADS STRAPS" AT APPLICATIONS WHERE TWISTED 5/8" dlaimeter or Larger Threaded Rod per Accompanying Note on Page Sl. NUMBER OF PLIES IN HEADER LLI SPH4/6/8 C12) 10d»cl-1/2". STRAPS ARE REQUIRED. VI � MT512 (14) 10d Gammons or 10dx1-I/2"/Total_ A. GRAVITY LOADS: B LATE L LOADS_ CIS) Ir"d 5t ke t W d M - 5/8" dimaeter or Lar er Threaded Rod Accompanying ALL EXTERIOR HEADERS !217x6-IrI UNLESS NOTED OTHERWISE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A X (20) 10cd Commons or (24) 10dxl-1/2"dotal. ke T d8t G dI V LLI Y X cel W :3 VI X U W 6 V 0 © 1 .�� V fu fu Q U 1 o o � CNl LU " z DRAWN WDB Q CHECKED LAP ? SCALE 3/16 DATE 2-23-05 STRUCTURAL ENGINEERING FOR USE WITH JOB NO. J103533 TRUSSES 5Y BUILDERS FIRST SOURCE. SQ.FT. 2432/2484 END -ZONE COMPONENTS 4 V3,? CLADDING PRE55URE5 APPLY 1 14, TO WINDOWS 8 DOORS IN �' i ;.P HIGHLIGHTED AREAS - TYP. THE X DIMENSION ILLUSTRATES' ;W �;f is so4114c � THE MEASUREMENT OFF THE \1� ; u. N CORNER OF CORNER OF THE HOUSE WHERE ' Eilf de,irsF3ou`�cc� a HOUSE END -ZONE (NOT INT -ZONE) %,� "+. PjaXwt ille,.' eC3 (TYPJ PRESSURES SHOULD BE USED. ► e{i Nw bar P X04 +11 m . . �) ..., --•- 111 1F �;} � WOOD*Tle- LEGEND PLAN NOTES CONNECTIONS 411"NOTE THAT CERTAIN WOOD*Tie RODS MAY BE DELETED FROM THiS PROJECT BASED ON THE FOLLOWING= NOitiV-LOAD BEARING WALLS 1) SEE SHEETS STi AND 5T2 FOR ADDITIONAL STRUCTURAL NOTES AND GONNECTOiR METHOD OF ATTACHMENT META SERIES STRAPS CANNOT BE TWISTED. THAT ARE NOT A SHEAR -WALL DO NOT REQUIRE WOOD*Tie ROD INSTALLATION. WALLS THAT NAVE BECOME LOAD BEARING OR EXISTING (2) 2x6-1 / 2 <---- HEADER/BEAM GALL -OUT DETAILS. M5TA18 (14) 10d Commons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT SHEET LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD*Tie RODS INSTALLED AS FOLI_OW5= 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTA24 (iro) 10dl Commons/Total. TO CONFORM/ACCOMMODATE REQUIRED I T R4I ELEMENTS AND DIMENSIONS THAT 15 G� ROOF TiRU5S UPLIFT (LBS) W00[)*Tie iRODCS) #0-1000 RODS) Q 4' O/C (INTERIOR) OR ro' OIG (EXTERIOR). 01001-201rr, ADD (1) ROD ADJACENT TO TRUSS_ 1:2011 4 GREATER CONSULT DESIGN CENTER. RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN E ALL INTERIOR HEADERS (2)2x6-1/1 UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) Irod Sin rs/Each NUMBER OF KING STUDS EACH SIDE OF OPENING LIMITED TO ARCH TEG U BY OTHERS. BUILDERS FIRST SOURCE OF JACKSONVILLE, INC MST48 (48) l0c�XI-1/2"/Total. APPLICATIONS, BUT THEW MUST NOT BE "TWISTED BLOCKS. MGT (22) 1041 Commons to Wood Member - 5/8" diameter or Larger Threaded Rod per Accompanying NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED GSI6 (28) 8d or (22) 10d Commons/Tata 1. TWISTED. USE MTS- or HTS-SERiE5 Note orn Page $1. SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDG) IS NOT RESPONSIBLE FOR THE ACCURACY OF DESIGN LOADS STRAPS" AT APPLICATIONS WHERE TWISTED 5/8" dlaimeter or Larger Threaded Rod per Accompanying Note on Page Sl. NUMBER OF PLIES IN HEADER THIS INFORMATION PROVIDED BY ANY OTHER SOURCE. SPH4/6/8 C12) 10d»cl-1/2". STRAPS ARE REQUIRED. 3) ALL REQ'[) BEARING LENGTHS SHOWN ON TJ -BEAM SOFTWARE OUTPUT MT512 (14) 10d Gammons or 10dx1-I/2"/Total_ A. GRAVITY LOADS: B LATE L LOADS_ CIS) Ir"d 5t ke t W d M - 5/8" dimaeter or Lar er Threaded Rod Accompanying ALL EXTERIOR HEADERS !217x6-IrI UNLESS NOTED OTHERWISE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A HTS20 (20) 10cd Commons or (24) 10dxl-1/2"dotal. ke T d8t G dI mber per to rues an u o umn. PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 1041 Commons to Wood Member - 5/8" diameter or Larger Threaded Rod per Accompanying IN LIEU OF SPECIFIED HEADER Note orn Page $1. DESIGN LOADS PGT -2/3 5/8" dlaimeter or Larger Threaded Rod per Accompanying Note on Page Sl. ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH HGT-4 5/S" diameter or Larger Threaded Rod per Accompanying Note on Page Sl, A. GRAVITY LOADS: B LATE L LOADS_ CIS) Ir"d 5t ke t W d M - 5/8" dimaeter or Lar er Threaded Rod Accompanying OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, &'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS SHOULD 15E LOCATED AT SW" SHEARWALL SEGMENT _ REFER TO DETAIL F/STi AND/OR D/STI ROOF LOAD TOP CHORD-.LL=20P5F DL=-fPSF WIND LOAD - 120 MPH NTTIro n ra o ao e g CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWNS PER E30T CHORD.LL-IOPSF DL=SPSF SEISMIC ZONE - I Note orn Page $l. DETAIL E/STi). RODS SHOWN IN CORNERS MAY BE LOCATED TO EITHER 51DE (WITHIN 4") OF PROPERLY CON57RUCTED CORNER POST OR APPROXIMATE WOOD*Tle LOCATION FLOOR LOAD DL -15 PSF HTT22 (32) lrooi Sinkers to Wood Member - 5/5" dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. SEE WOODsTIs SECTION LL=40 PSF Note am Page 5. w $ s�-�-Er FO& sem �� Buirders� � �' � i , w ��vi L"a;" � w �urlders �urldersk!BuildersBurrdersklBuilders® F�rstSource,� �C11�V �FirstSourceF6VV1 � ®FirstSource �% 7i FirstSourcerr �ArstSourcerrtAly FirstSourceWOO L� r6 APPROVED TRU55-TO-le: G;? N C;Towa --- UPLIFTS 7 ---.__.._... -_ . STUD WALL SPECIFICATIONS 1000 SEE 7/16" ON A.P.A. OR TECO RATED 0-4 S) - CONNEGTI_._........-- -- WT. (FT) STUD SCHEDULE SHEATHING ON ROOF DECK LIFLIFT B 5 (U HS W/ 15) loci x 1-I/2"/! ND STRUCTURAL 0-9'-1 1/8" 2x4 •2 SPF S D m WITH 8d RAILS AT 4" OZ. At W/ !41 Sd/END/EA PLAN 0 -I0' -I 1/8" 2x4 02 SPF STUDS A 12" O/C ALL SUPPORTED PANEL -- -- - 145-1000 - (- ------ _ _ -..--- 2x4 '7 SYP STUDS a 12" O/C 2) W8 W/ (8J loci x It/2"iEND/EA _.__. -- 0-11'-1 1/8" EDGES AND 8' O.C. IN FIELD. -----___-_. _ ..---_- .� 2x6 12 5th STUDS 0 16" O/C (6) 1-1/4" GALV. ROOFING _ (�-10_00 (U H16/H165 W/ (10) 10d x I -I/1' TO TOP )!1...- - R NAILS EACH SWINDLE TO 0-1000 n) M7512 W/ (1) IOd x I-1/1"/END f�-12'7778 2x F�9�D +s 6 O/G SHEATIN6 PURLIN BOTTOM GNORD OF ALL TRUSS-TO-fE CONNECTOR SEE TRUSSES WITH 1x4 5YP TRUSS SCHEDULE FOR PRE-ENGINEERED ROOF PER /C oil ( ) 10 TO TRUSSES m CONNECTOR TRUSS OR RAFTER 24" O/C w/ S loci NAILS AT EACH TRUSS - UN.O_ 5FF STUDS ALL EXTERIOR WALL SHI=ATHINCs 5F444/6/8 a 32"0/C QR SHALL BE 1/16" A.P.A. RATED WOOD -Tie RODS a 4' O/C (2) 2x4 •1 SYP TOP fE. FAS N W/ SHEATHING WITH 8d NAIL5 At 6" w/ 3x3x1/8" WASHED. (2) ROWS loci a 12" O.C. (URD MIN. - O.G. AT ALL PANEL EDGES AND 24" LAP W/ (12A0d IN LAP. 5PH4/6/8 8" O.C. IN FIELD (TYP-UNA.), m 32" O/C QS WOOD -Tis RODS m 6' SHEATHING PANELS SHOULD BE 1/2"0 x 4-1/1" EMBEDMENT WEDGE o/C W/ 3x3x1/8" WASHERS. ORIENTED PERPINDICULAR TO ANCHORS Qg EPDXIED ALL FRAMING MEMBERS IF EXTERIOR THREADS m 32"o/c W/ 244/6" -TO- cto LENGTH CONNECTOR .. _ . UPLIFT (LBS) 115p8,H16, QB MTS12 UPLIFTS 7 1000 SEE (2) 1-15'6 Qg PWS 913 1' -Id ---- 0-145 (1) W16 013 Mt512 7 14' 51EE PLAN FINISW IS STUCCO, UXO. WASHERS OR WOOD'Tte RODS w 02 SYP PT BOTTOM P- w/ 4110/c. UIOOD'Tle RODS m SPH4/6/8 ® 32" O/C Og INTERIOR 5HEARUALL5 ADD UJOOD'Tle RODS 1 6' O/C. EITHER 24"o% SHOT PINS Q$ 16d I/1"sbcT" EMBED AB. w/211x2"xl/8" WASH CASE HARP NAILS a 18"0/c At 32" o/c 013 1/1"0 WoOD'tle RODS 9 6' O/C W/ EITHER SHOT PINS m 24" O/c "2 SYP PT BOTTOM fE OR 16d CASE HARD5 w 18" O/C. JACKS 1' AND SHORTER MAY USE (4) 1od IN LIEU OF TRUSS-TO-fE CONNECTION •! i. ... ■ °. . • '/ ! : • .._c 6 x 6 - WIA X W1.4 WWF a -ALL CONCRETE MINIMUM FINISH OR FIBERMESH 2500 P51 COMPRESSIVE GRADE `1 °. \� •' WATERPROOF BARRIER 5TRENGTH + 28 DAYS., t FOOTING TO BEAR ON UNDISTURBED SOIL NOTE: MASONRY 5T£MWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLT,IF USED, WITHIN 8" OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR REINFORCING AND DIMENSIONING OF FOOTINGS. sT1 TYPICAL -WALL SECTION 1/211 = 1'-011 APPROVED TRIU5$-TO-IE CONNECTORS CONNECTOR .. _ . UPLIFT (LBS) _... _......_ CONNECTION UPLIFTS 7 1000 SEE 0-d65 (I) H5 W/ RT6d/£ND --_.-.--- STRUCTURAL 0-145 _._... !IJ H8 W/ (5) loci x I-I/2"/!"HD -__--- PLAN 465-930 (2) H5 W/ (4) ad/END/EA - - -- -- IISHEATHING 145-1000 (2) H8 U)/ (5) 10d x 1-1/21/END/EA. --^ 0-100-0 (U 1-116114165 W/ (10) 10d x 1-1/2",TO TOP PL,_._..... _ __. ..__0-1000 L ......lU MT512 W/ (1) (rod x 1-1/2VEND BILOCK SHEATHING EDGES T/I6" A.PA OR TEGO RATED WALLS z 15' LONG: NONE SHEATHING ON ROOF DI=CK WITH 8d NAILS AT 4" Q.C. AT ALL SUPPORTED PANEL EDGE$ AND 8" O.G. IN FIELD. (6) 1-1/4" GALV. ROOFING NAILS s EACH SHINGLE TO TRUSS -TO -fl! CONNECTOR SEE TRUSS SCHEDULE FOR CONNECTOR SAETFR-TO-EJQQNN9G-T-0-f?A LENGTH CONNECTOR HOLD DOWN m END IN ADDITION (U 1-15,14806, QR MTS12 NO. 2 SYP 2x CONT. t0 TRU66 t (2) W5'$ 0.,..,13 We'8 0R 1'-14 . .. NAILING (1) H16 OR MT512 ] 14' SEE PLAN JACK5 T AND SHORTER MAY USE (4) 10d IN LIEU OP TRUSS-TO-fE CONNECTION STUD WALLS WITH BRICK VENEER OPTION: SECURE BRICK VENEER TO WOOD FRAME w/ GALV. TIES s 16"o/c HORIZONTAL t 32"o% VERTICAL NAIL BPEATHINCs TO BOTTOM IE AND BAND BOARD PER REQ'D SHEAR WALL EDGE NAILING. STRAP ACROSS JOINTS IN BAND BOARD W/ (IAISTA24 W/ (9) 10d NAILS / END NAIL SWEATWING TO TOP 113 PER REQ'D SHEAR WALL EDGE NAILING PRE-ENGINEERED TRUSS OR RAFTER STUD WALL SPECIFICATIONS -- ......--- fE HT. (FT) STUD SCHEDULE e -9I 178" _ 2x4 02 SPF STUDS s 16" O%G I -2x4 "2 SFF STUDS a 12" O/C 2x4'2 5YP STUDS m 12" O/C 2x6 42 SPF STUDS m 16" O/C _0-r - /S -- 2xC6 SPF ST'UD`af A 6" O/C PURLIN BOTTOM CHORD OF ALL TRUSSES WITH 1x4 5YP PERPINPICULAR TO TRI.15SE5 p 24" O/C w/ (3) 10d NAILS AT EACH TR.155 - UNA. (2) ► 2 SYP TOP fe. FASTEN W/ (2) ROWS 10d 12"o/c (UNA.) MIN 24" LA SP144/6/8 m 32110/c OR W/ (12AOd IN LAP. WOOp•TIe RODS W/ 3"x3"xl/8" WASHER 0 4"o% SPH4/6/8 m 32"o/6 SF'F STUDS OR WOOp•t1e RODS W/ 3N3NI/8" WASWER a 6"o/c A.PA OR TECO RATED 5HEATWING OVER SPF STUDS 62 SYP BOTTOM IF W/ (2) ROWS OF 10d NAILS 13 12"o%, STAGGERED. - 3/4" TTG PLYWOOD - 6"/6"o/c 10d NAILS t GLUE W/ LIQUID NAIL OR EQUAL. •STRAPPING, fE CONNECTORS, CLIPS, AB'S AND/OR WOOl7•TIe RODS ARE NOT REQV is INTERIOR BEARING WALLS SUPPORTING Ohl Y FLOOR LOADS. ALL EXTERIOR WALL SHEATHING SHALL BE 1/16" APA RATED SHEATHING WITH ad NAILS AT 6" O.C. AT ALL PANEL EDGES AND all O.C. IN PIELD (TYP-UNA.) SHEATHING PANELS SHOULD BE ORIENTED PERPINDICULAR TO FRAMING MEMBER5 IF EXTERIOR FINISH 18 STUCCO, UNA. USE 48" STRAI.L.O. IJ_. SPECIFIED 40" STRAPS IF LOOK DEPTH fE 16" (NOT RE WHEN USING WOOD'TIE RODS) FLOOR STUDS TO FLOOR TRU55 OR I-JOI5T5 ATTACH 2ND F IST FLOOR SUDS OR FLOOR UPPER FLOOR STUDS TO LOWER BEAM W/ 40" LENGTH (48" IF FLOOR SCUDS OR LOWER FLOOR FLOOR DEPTH fE 16") OF C51 (2) • 2 SYP TOP E. STRAPPBEAM WITH d0" LENGTH . C816 STRAPS m 32" O/C W/ (11) 10 FASTEN W/ (2) ROWS 10d CENTERED w/(FLOOEND. d/END (CENTERED ON FLOOR 12"o% W/ MIN (12) 10d IN CENTERED ON FLOOR SYSTEM SYSTEM) OR USE WOOD•Tle SPF STUDS LAP (URO.) MIN 24" LAP -9 WOOD•TIe RODS m 4'o1c. RODS m 6' O/C (4' O/C m INTERIOR WALLS). CONTINUE AJ -A OR TECO RATED SPF STUDS QUANTITY/51ZE/GRADE/SPECIES SHEATHING OVER SF F STUDS OF STUD COLUMN SPECIFICATION ON STRUCTURAL SHEET (51 OR 02 SYP PT 50TTCM TE w/ 5PW4/(7/8 m 1/2"0 x 4-1/2' EMBEDMENT WEDGE 52) TWROUGW FLOOR SYSTEM TO 32"o% OR WOOD•Tfe RODS m 6'0/0. ANCHORS Q$ EPDXIED ALL FOUNDATION AND ADD (U C516 THREADS a 32"o/c W/ 2x2xl/8" PER PLY ACROSS FLOOR WASHED OR WOOD'Tle RODS m SYSTEM (OR WOOD4TIe RODS I/1"0x1" EMBED A.B.w/111x2"xI/8" 4"o/c. WOOD•71a RODS m CONT. TO FOUNDATION).INTERIOR 8WEARWALLS ADD WASHER AT 32"o/c OR 1/2"0 WOOD"ne ROD$ a 6'o/c W/ SHOT PINS ® 24"0/0 EITHER Sd"o% SHOT PINS . I6d OR 16d CASE WARDS s 18"O/C,CASE HARD NAILS m IS"o/o -I� _ �° ��.r-0..r J' � r •' �... •_ _ FINISH ° '.,a ' • 6 x b - WIA x WIA LL GRADE . 1`. ; OR FIB£RMESH •� ° WATERPROOF 'ALL CONCRETE MINIMUM BARRIER 2500 PSI COMPRESSIVE FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTH m 28 DAYS. - NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTING. INSTALL ANCHOR BOLTS (IF USED) WITHIN 8" OF BEARING WALL ENDS AND WITHIN 8" OF DOOR OPENINGS N BEARING WALLS. SEF; TYPICAL CONCRETE SECTIONS FOR REINPORCING AND DIMENSIONING OF FOOTINGS. B STI MULTI -STORY TYPICAL WALL SECTION 1/2" = 1'-011 ROOF SWEATWING BOTTOM CHORD OF TRU58 SHEATH TRUSS CLOSEST TO INTERIOR WALL W/ 1/16" AP -A. OR TECO RATED SHEATHING W/ ad m 3" O.C. AT ALL EDGES AND 12" O.C. IN THE FIELD - BLOCK ALL EDGE=S (MATCH NAIL PATTERN SPECIFIED FOR SWTN'G m SW BELOW). SWI AND SW2 WALLS ONLY. SUPPORTED EDGE T NAILING PER PLAN HOLD DOWN m END IN ADDITION 5TRUCTION OF PROJECT NO. 2 SYP 2x CONT. t0 TRU66 t II 1/4 ° MAX TOP PLATE W/ .131x3" -• MATCH P-21/1" NAILING (UP TO A 2x12) W/ (U ROW OF SHH SHEATHING 8d NAILS 3" O.C. AT TOP IISHEATHING (EITHER 6"0/c OR 3"o/c). SHEARWALI. (SHEATHING t CONNECTORS PER PLAN) EDGE OF 2x NEED NOT BE FLUSW W/ EDGE OF TOP IE. NOTE: THIS INTERIOR SWEAR WALL DETAIL IS INTENDED FOR USE IN AREAS WHERE THE SWEAR WALL RUNS PARALLEL TO THE TRUSSES. THIS 15 AN ALTERNATIVE t0 CONTINUING SHEAR WALL FRAMING ABOVE THE PLATE LINT= TO THE ROOF DECK. C ST1 ALTERNATE INT -IOR SHEARWALLF AM INCA 1/4" = 1'-0" MSTA24 W/ (9) 10d/ENDA ON STUD (2)2x4'2 GYP BLOCKING (TYP) NAIL TWROUGH A.P.A. RATED SHEATHING INTO NO. 2 SYP FRAMING W/ 8d AT 3" O.C. AT ALL EDGES AND INTO EACW PLY OF EACH DOUBLE INTERIOR PLATE, 12' O.C. ELSEWHERE. FOR OTHER UPLIFT HARDWARE AND CONNECTIONS, SEE TYPICAL WALL SECTION AND TYPICAL HEADER FRAMING DETAIL. AT DOUBLE INTERIOR SILLS/PLATES/BLOCKM, NAIL FIRST PLATE TQ SECOND PLATE W/ (2) ROWS 12d COMMONS AT 8" O.C. SIDE PANEL HEIGHT TO WIDTH F;25MIRFMFNTS h lFt) IMIN. in T 2,-1. HOLD DOWN m END IN ADDITION 5TRUCTION OF PROJECT 5' P-5- 4- P-21/1" FOOTING TWREAIEEE TYPICAL WALL SECTION) D 5/8'0 ALL THRED (5 I/1° EMBEDMENT) (TYP) SUJ -' S CIA 5H A -'WALL TAI 1/2" 11_011 SW1* A.P.A. OR TECO RATED SHEATHING FASTENED FRAMING PER SHEAR WALL TABLE (BLOCK PANEL E 5) DOUBLE STUDS m EACH END OF SWEAR WALL( I HEADER KINK STUDS MAY SERVE AS DBL STUDS At THE ENDS OF SNEARWALLS r STUDS PER PLAN -SWI t 6W2 814EAR WALLS REQUIRE MIN 48" OVERLAPS W/ MIN. (24) J31x3" NAILS m TOP PLATE SPLICES OR (2) 115TA24's W/ (9) 10d/END, CENTERED ON EACH SPLICE. NAIL THROUGH APA OR TECO RATED SHEATHING INTO NO. 2 SPF FRAMING PER SWEAR WALL TABLE. SWEAR WALL I l4ACd s KING ed COMMON HOLD DOWN m END IN ADDITION 5TRUCTION OF PROJECT NAILING t0 TYP. WALL SECTION (A/STI t EACW FLY. SPACING B/5TI). WOOD'TIE ROD MAY BE S HEADER !IZE W/ (U ROW OF USED IN LIEU OF ANY SPECIFIED 8d NAILS 3" O.C. AT TOP IISHEATHING HOLD -DOUG. �9PH4/6/8 PLATE EDGE FIELD 1 -STORY 2 -STORY TO I0 o@/f fWSS. IF TRUSS BILOCK SHEATHING EDGES UPLIFTS EXCEED 1000! WALLS z 15' LONG: NONE X1616 8W 6 8 RSQ'p! WALLS < 15' LONG: TRAP ENGINEERING SWEET. II FASTEN ADJACENT (2) SPI -14/6/9 W/ 1/2"0 x KINGS AND JACKS W/ (2) II ROWS OF 10d m 8"OZ. d, ON EDGES, 6" o/c IN FIELD W/ 8d. 4-I/1" EMBED EPDXIED SPH4/6/8 m 32"o/c TO KING STUDS EACW SIDE IN ADDITION, (1) WOOD ROD SHOULD BE INSTALLED TO EACH SIDE OF PORCH OF OPENING > 6'-O" ALL THREAD t 3x3x1/B" OPENINGS GREATER THAN 6' USE I/2"0 OR 3/8"0 II GORIER OF ANCHORS AT 48" O.C. OR THE TOTAL DEPTH OF THE BEAM IS WASHER WITHIN 3" OF Il 1 u _ V II STUDS/SPI-14/6/0. ' END OF HEADER UNA_ 1 9 J' DRAWN Y -5 CHECKED LAP 1tA41T22 W/ 5/8"d x 5-1/2' 3)C$16 SWI 3 g EMBED EPDXIED ALL TRAPS LOES 12 OF TOP THREAD, NAILS AT 3' OZ. AT ALL PANEL ED6ES AND 8" 04. IN FIELD ASSEMBLY IFj A) P. ARE PROMP-L±' NAPH4/6/8 W/ 1/1"0 x 4-1/4' 2)CSI6 SW2 3 8 EMBED EPDXIED ALL TRAPS E)) TRU85 CLIPS/STFAJ THREAD W/ 3x3x1/8" PERPINDICULAR TO FRAMING II O II 1/2" GYP y WASHER' MEMBERS, UN O. I 1 nu 1 IMP, U 5/16" WARDI-PANEL 19 PERMITTED AS SUBSTITUTION FOR RATED 5WEATNING ON EXTERIOR WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN 2) OPENINGS IN SWEAR WALL 6EGh1ENTS PERMITTED ONLY HOLD DOWNS IF SHOWN ON THE FRAMING PLAN. REFER TO DETAIL PER TABLE D/STI. 1=cOOTI146 (SEE TYPICAL WALL SECTION) 3) HTT22 SPECIFIED FOR SWI MAY BE SUBSTITUTED WITH HPAWD22 W/l23A6d SHEAR WALL. A55EMPLY PETAL 51i I 1/211 0 11-011 TRUSS-TOAR AND e -TO -STUD CONNECTOR SCHEDULE FOR SPACING CrONNECTOR (SWEET STI) AILL JACKS TO HEADER: MISTAI8 W/(6A0d IN HEADER, (bAOd IN JACK. FASTEN ADJACENT ICINGS AND JACKS W/ (2) ROWS - OF loci m 811O.C. ALL JACKS TO BOTTOM Pp 5HP4/6/8 PER JACK (2) .131x3" NAILS/1'OE-NAIL5 FROM NAILER TO HDR OR JACK STUD. HEADER PER STRUCTURAL PLAN l- ATTACH FIN OF WIl TO HDR /NAILER �� 2x4 *2 SPP NAILER JACK AND KING STUDS, QUANTITY PER CALLOUT ON STRUCTURAL PLAN. WINDOW L L DOTING (SEE TYP FOUNDATION DETAILS) E HT1 TYPICAL OPENING FRAMING DETAIL-' U.N.O. 1/2n 11-011 TRUSS BOTTOM CHORD MAY BE BRACED WITH EITHER THE Ix4 METHOD OR THE BLOCKING METHOD. EITHER METHOD IS ADEQUATE AND THE DOES NOT DEPEND ON OVERWANG DIMENSION SEE TRJ58 ENGINEERING FOR MAX VINYL- SOFFIT FASTEN! SOFFIT TO 2x FASCIA OR MTL FASCIA TI 6" MAiI SOFFIT TO 2x FASCIA w/ APPV'D NET O.H FASTENERS m MAX 6111 o/c. i•'„ LCI 1 A/.V- MMT A II F/)G N MEN t+ 4 ►.-/_�:r�_�iir�C=JI�`►i=11th EN 1x4 NAILER w/ (2) 10d m EA 10" O/C STUD -- FASTEN CHANNEL TO FRAMING, SIDING OR MASONARY VENEER w/ APPV'D FASTENERS MAX B 6" o/c, AT POIaCL(r8 NOT SPEcW-le: .LY IDENTFED UTW A Nam To 'SFCATN Pc1acW cielf- NG,' 1x4 CaMilkli ore eRRAclrlrs MAY Be UWD IN CONJUMGTICN Mm 5 A VINYL. SCFFIT/CL WG MATERIAL CH ExrEMOR-GRADE GTPSL" CEILING 00ARD S7CILi F RATED FOR Tit Arrl.JcanLE 0E84N PRESSURES FOR T15 BPECFIc APPUC-ATIRL TWE Ix4 C4NTN1cU0 9R 4CR1D MAY NOT Exon 12'a/c (ATTACHM To EAG31 lITERSEGTNp TRLl6O DR 7x 9LOCKING W (7) W4 NAIL.AJ AND 1•lJ®T 5E AF PLIED TO TW): 1SOTTOM OF THE BOTTOM CL{OFV. Ern -ER MATMAL M 4T ISG ATTAC3 W TO THE 12'0/6 tc4'• AD PII1545cR15W IN Tr+Ia INSTAUATICN NSTRUCT0,10l ASSOCIATED WrTW THE SFBCFIC MATMAL GONTINUOU5 WOOD p�AGINCx a/c SPACING OF BRACING -SEE W.I.B. 191 FOR ADDITIONAL. TRUSS BRACING INFORMATION. 01 Ix4 SYP CONT BRACING W/ (2) 10d TO EA TRUSS, DO NOT SPLICE - OVERLAP JOINTS MIN (2) TRUSSES 3/8" APA SWTN'G w/ 6" o/c bd OR 8d TO Ix4 VER 16 ' RAILER t 2x FASCIA ET O.H, DETAIL OVERF• &44C OyERJk" NEE TRU65 B GING 4 OVERHANG A TE ATIVES I/2" >; 1'-011 (2) SPI 14/6/8 GORIER OF GARAGE IN TWE EVENT THE CONCRETE CONTRACTOR OMITS TWE PPAPD22EMBEDDED STRAPS, IT IS ACCEPTABLE TO SUBSTITUTE (1) MST45 SERIES FLAT STRAP PIER 14PAHD22, FACE MOUNT THE STRAP TO THE FOUNDATION WITH EITHER (4) 1/1'0 EPDXIED ALL TWRI=ADS W1 4 1/4" MIN. EMBEDMENT OR (16) 3/16"1Yx 13/4' TAPCON ANCHORS. FASTEN STRAP TO STUDS W/ (20Abd. HPAWD22 W/ (23A6d TO STUD A55ME5LY (2) PER SIDE OF OPENING IPAHD22 NOT REQ'D a THIS LOCATION IF �LLJ��I Z 48 FINIS GRADE I l4ACd s KING I STUD -TO -HEADER, 5TRUCTION OF PROJECT EACW END AND II EACW FLY. USE 2x4 GYP OUT LOOKER AT I6"0% CLIP TO APA OR TECO RATED S HEADER !IZE W/ (U ROW OF RE 8d NAILS 3" O.C. AT TOP IISHEATHING (INTO FEVAND BOTTOM �9PH4/6/8 PLATE (INTO HEADER). NO SPW'S II REQUIRED W/ UPLIFTS UP STRUCTURAL TO I0 o@/f fWSS. IF TRUSS BILOCK SHEATHING EDGES UPLIFTS EXCEED 1000! II EACH TRUSS MUST BE IF APA/IEr PpyTED CONNECTED TO THE II HEADER, SEE 51 LAYOUT IF SYS 42. ENGINEERING SWEET. II FASTEN ADJACENT KINGS AND JACKS W/ (2) II ROWS OF 10d m 8"OZ. d, ON EDGES, 6" o/c IN FIELD W/ 8d. WOOD -TIE ROD ADJACENT SPH4/6/8 m 32"o/c TO KING STUDS EACW SIDE IN ADDITION, (1) WOOD ROD SHOULD BE INSTALLED TO EACH SIDE OF PORCH OF OPENING > 6'-O" II OPENINGS GREATER THAN 6' USE I/2"0 OR 3/8"0 II GORIER OF ANCHORS AT 48" O.C. OR THE TOTAL DEPTH OF THE BEAM IS I/4"0 TAPCONS AT 32" O.G. Il 1 L L DOTING (SEE TYP FOUNDATION DETAILS) E HT1 TYPICAL OPENING FRAMING DETAIL-' U.N.O. 1/2n 11-011 TRUSS BOTTOM CHORD MAY BE BRACED WITH EITHER THE Ix4 METHOD OR THE BLOCKING METHOD. EITHER METHOD IS ADEQUATE AND THE DOES NOT DEPEND ON OVERWANG DIMENSION SEE TRJ58 ENGINEERING FOR MAX VINYL- SOFFIT FASTEN! SOFFIT TO 2x FASCIA OR MTL FASCIA TI 6" MAiI SOFFIT TO 2x FASCIA w/ APPV'D NET O.H FASTENERS m MAX 6111 o/c. i•'„ LCI 1 A/.V- MMT A II F/)G N MEN t+ 4 ►.-/_�:r�_�iir�C=JI�`►i=11th EN 1x4 NAILER w/ (2) 10d m EA 10" O/C STUD -- FASTEN CHANNEL TO FRAMING, SIDING OR MASONARY VENEER w/ APPV'D FASTENERS MAX B 6" o/c, AT POIaCL(r8 NOT SPEcW-le: .LY IDENTFED UTW A Nam To 'SFCATN Pc1acW cielf- NG,' 1x4 CaMilkli ore eRRAclrlrs MAY Be UWD IN CONJUMGTICN Mm 5 A VINYL. SCFFIT/CL WG MATERIAL CH ExrEMOR-GRADE GTPSL" CEILING 00ARD S7CILi F RATED FOR Tit Arrl.JcanLE 0E84N PRESSURES FOR T15 BPECFIc APPUC-ATIRL TWE Ix4 C4NTN1cU0 9R 4CR1D MAY NOT Exon 12'a/c (ATTACHM To EAG31 lITERSEGTNp TRLl6O DR 7x 9LOCKING W (7) W4 NAIL.AJ AND 1•lJ®T 5E AF PLIED TO TW): 1SOTTOM OF THE BOTTOM CL{OFV. Ern -ER MATMAL M 4T ISG ATTAC3 W TO THE 12'0/6 tc4'• AD PII1545cR15W IN Tr+Ia INSTAUATICN NSTRUCT0,10l ASSOCIATED WrTW THE SFBCFIC MATMAL GONTINUOU5 WOOD p�AGINCx a/c SPACING OF BRACING -SEE W.I.B. 191 FOR ADDITIONAL. TRUSS BRACING INFORMATION. 01 Ix4 SYP CONT BRACING W/ (2) 10d TO EA TRUSS, DO NOT SPLICE - OVERLAP JOINTS MIN (2) TRUSSES 3/8" APA SWTN'G w/ 6" o/c bd OR 8d TO Ix4 VER 16 ' RAILER t 2x FASCIA ET O.H, DETAIL OVERF• &44C OyERJk" NEE TRU65 B GING 4 OVERHANG A TE ATIVES I/2" >; 1'-011 (2) SPI 14/6/8 GORIER OF GARAGE IN TWE EVENT THE CONCRETE CONTRACTOR OMITS TWE PPAPD22EMBEDDED STRAPS, IT IS ACCEPTABLE TO SUBSTITUTE (1) MST45 SERIES FLAT STRAP PIER 14PAHD22, FACE MOUNT THE STRAP TO THE FOUNDATION WITH EITHER (4) 1/1'0 EPDXIED ALL TWRI=ADS W1 4 1/4" MIN. EMBEDMENT OR (16) 3/16"1Yx 13/4' TAPCON ANCHORS. FASTEN STRAP TO STUDS W/ (20Abd. HPAWD22 W/ (23A6d TO STUD A55ME5LY (2) PER SIDE OF OPENING IPAHD22 NOT REQ'D a THIS LOCATION IF �LLJ��I Z 48 FINIS GRADE I STI GAEBLE END 5AL OON FRAMING DETAIL 1/'211 : 1'-011 7x4 02 Y OUTLOOKE #OVERHANGS S 16" a 24"a/c W/ (1) N5 a EACH, HEADER PER STRUCTURAL OUTLOOKER TO TOP CHORD OF GABLE TRU K I- ,OVERHANGS 16" � 24" m 16"o/c W/ (2) W5 ,a EAC PLAN OR TRUSS LAYOUT 5T1 ST1 BLOCK SH1=A",TWM EDGES OUTLOOKER TO TOP CI (ORD OF GABLE TRUSS WITHIN 4' OF GABLE TRUSS FASTEN SHEATHING TO FRAMING !I AT 3"/6" O.C. W/ ad NAILS, (2 MSTA24 W/(9A0d /END BUILT-UP OR BOXED COLUMN MAY FROM BEAM TO POST CENTER STRAP m JOINTBE Qg�ED IN OF 4x4 OR 625& APA OR TECO RATED UNA. ON STRIUCTURAL (4).13113" E � END SHEATHING TO MATCH PLAN USE dply 112 SYP Sts 5ply 62 6FP 2x4 NAILS m CW BUILT-UP COLUMN 110 4x4 OUTLOOKTO TOP IE. ROOF SHEATHING PT 02 SYP 4x4 POST USE 5pig •2 SYP 0$ 5ply 12 5PF 2x6 GABLE TOP CHORD -COLUMNS GREATER BUILT-UP COLUMN IL.O 6x6 2x E IFIED ON GABLE VERTICALS 4 0 THAN 10' QS TWOBE SPECIFIED BY TRUSS MANUF. (MIN 2x4 w1 SUPPORTING 5i'F W/ 6"o% .131x3" NAILS w MAX 24"o/c). ENGINEERED WOOD O PRODUCT: USE Pt ■2 GABLE TRUSS SYP 6x6 POST. (UNo. ON STRUCTURAL PLAN) "- (2)'"1 SPF 2x4 m EA. GONER N CLIP END OF LATERAL BRACE t0 GABLE 1 ILDO 4xd POST. (3) n SPP 2x4 -B UNG T MI D T BOTTOM CHORD WITH (2) W5 CLIPS. 2xd'S w CORNERS DIRECTLY A R POINT OF GAB E "X" POST t0 SLAB CONNECTION1 BENEATH BEAM WHEN 6x6 18 d) B GES (NWA IN 8' 1 lx H EA GABLE 1 el) 10 CHORD 45 TOP IE .I MSTAIB WITH ABU44 OR ABUb6 W/ REQ'D. JAGENT TRUS CI (3) .131x31 SCRAP W/ (1) tmd/END m 4S'b/c OR .131x3" TOE 12) 16d � 1/2"0x4 1/4" EMBED HTTI6 t 5/8"0X5-1/1" MAX " " IN I NAILS t0 TOP I{E +• 3"o/c-5tAG6ERI=D AS REQ'D. [ 4/12 PIT 8'0% EPDXIED ALL TNREAAD QSI EMBED EPDXIED >;' 1/16" A.P.A. OR TECO RATED SWEATWIN6 W/ 8d NAIL5 !U HTTIb ! 5/8'0 x 5-I/1" Al.L tHR1=AD a ■2 5YP LEDGER FASTENED7 x 4/12 < 1/12 I CW s 6'o/c m 6" O.C. ALONG ALL PANEL ED6ES AND S" O.G. IN EMBED EPDXIED ALL f _ -_ - EACH QR TO 16" o/c STUDS w/ .131x3' '' ] l/12 PITC 4'o/C THREAD. -- _ ALTERNATIVE AS GUN NAILS a EA STUD FIELD. BLOCK ALL EDGES (CONTINUE SHEATHING SWOUN ON (781158 -TO -LEDGER t0 MIDPOINT OF [SABLE BOTTOM CHORD) STRUCTURAL PIAN. CONNECTOR SPECIFIED "1• I BY TRU88 ENGINEER) \ \ \ IF FIRST OUTLOOKER 15 MORE o fj�.��1� 111�� BEAM AC30vE 2x4 '� SYP' LATERAL BRACE. (3) .131x3" THAN 32", FROM FASCIA, USE \ \ \ v\ NAILS TWRXX1GP BRACE INTO EACH (2)1x4'8 a FIRST OUTLO R ONLY T 7)221" e`P'�` OR TRUSS 50TTOM CHORD. EXTEND 1 TECO RATED LEDGER t GONNETION SCHEDULE (PER 1TrLJSS) BRACE TO FOURTH INTERIOR TRUSS. 5HEATHING W/ Rv 0-116-2x6 w/(5) NAILS m EACH STUD. \ \ FOOTING (SEE FOUNDATION' 611A2"o/c ed Rv 777-1241 x8 w/(8) NAILS *EACH STUD. MAX LAIEIRA BRACING SPAGINCy MOTA15 STRAP m •,° PLAN FOR SIZE) NAILtN6 - 4 SIDES N < 4/172 PITCH = 8'0% RV 1242-1862-2x12 w/(12) NAILS m EACH STUD. 4/12 C 1/12 PITCH • 6'o% 48"o% QS .131x3" TYP._.,PORCH POST 4 � ALT. 50XED � > 1Al2 PITCH = 4'o/c TOE NAILS 5EHAM FRAMING DETAIL COLUMN DETAIL TRU55 LEDGER DETAIL STI IGAE LE END 5RACING DETAIL 1/2 21 I 1/211=11-011 Ill=V-011 1/211 = 11-011 TRUSS TOP CHORD WOOD*TIE ROD FROM ABOVE, SECURED TO BEAM VIA HTT16 W/ HORIZONTAL 7x4 SPF ■2 (1$A66 NAILS, MIN BEAM SECURED VIA WOODITIE ROD t BLOCKING STUN TRU58 WOOF -TIE ROD THROUGH ;ii • (U WtTl6 W/ (18A6d (MAY BE ROTATED CONT 2x4 (MAYBE OMITTED IF !I) MSTA15 15 USED CENTER! BE W/ fir FROM BLOCK -TO BLOCK ACROSS EA. TRJ55) 3x3xl/8' WASHER t NUT. 180' t0 CONCEAL FLANGE! 10d 's 6"a/c FROM CONT. 2x4 TO 7x4 BLOCKING - HORIZONTAL 2x4 SPF 02 SECT'IIaN % BLOCKING STUN TRUSS ROOF SWEATWING T HO CONTINUOUS 2x4 SPF +2 UU/ (3) .131x3" NAILS TO EACH TRUSS VERTICAL t m 6"a/c .131x3" NAILS TO INTERMEDIATE CJ. 871 WCCD*T 1/F" = 11-011 WOOD BEAM TRUSS OPG RD - BLOCKING. ADD (1) MSTAIB STRAP W) (1) 10d/END a EA. (3) ROWS OF loci NAILS HEEL/END VERTICAL SPLICE (CONT. 2x4 MAYBE (U ROW OF I0d NAIL5 +• = 8" OG., STAGGERED AS i OMITTED IF (1) MSTA18 15 USED `' C; ♦ `" [ • 4" or. STAGGERED, 1 (`r • • SHOWN, EA PLY. OF TRUSS 1/4" OFF 4 OF 2x6. g FROM BLOCK -TO BLOCK T (U ROW of IpJd NAILS m b" OA. • • ACROSS EA TRU55) STI • STAGGERED, WITWN 3/4" OF r 15/ai r • 1/16" APA OR TECO RATED CENTER INE OF 2x4 _ SHEATHING W/ 6"/8"o% Bid NAILS ■ • 00 - BLOCK ALL PANEL EDGES. 2 I/2u • ■ 11/211 TRUSS -TO -e CONNECTOR: DOUBLE TOP e OF WALL ■ • • • SEE TRUSS SCHEDULE FOR TYPE (DTL A t B / 5ru 1 1/2" 1 6" OR SYP 2X2! 211 STUDS / SHEAR WALL BUILT-UP COLUMN slF OR SYP �X4 PLATE HGTS. UP TO 16'-1 1/8" @2 6" DR $YPZxB M BRACING OF TRU55 HEELS BUILT --UP COLUMN SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. BUILT-UP COLUMN ' 11 5rl COYER lro II TALL) AT SHEA t.IJALLS PLAT* HGT'5. UP TO 12'-1 1/5FASTEN WALL SHEATHING -TO -POST W/ MIN 8d's 0 PLATE HGT5. UP TO 20'--l" 12" O/C OR GYPSUM -TO -POST W/ MIN 5d'a m 4" O/C 1/2n o 1t -0u •tYF'ICAL CONMECTLONj e S� TH15 DOGUMENT 15 AN INSTRUMENT OP ENGINEER'S SERVICE OVERHANGS IN EXCESS OF 16" AND UP TO 24" 5TRUCTION OF PROJECT AS TITLED BELOW. INFORMATION DERIVED FROM THIS INSTRUMENT USE 2x4 GYP OUT LOOKER AT I6"0% CLIP TO AUTHORIZED BY THE S HEADER !IZE RIGHTS. RE DBL. TOP PL. WITW 12J45 W/ (8)8d. OVERWAN65 I PER GALLOT ON �9PH4/6/8 PLATE - 16" OR LESS USE 2x4 SYP OUTLOOKER AT 24" - STRUCTURAL GQWECTORS_NOT REQ'D BILOCK SHEATHING EDGES a/c WITH IIJI {5 W/ 18�d Fi rstSou rce PLAN) OR TR18S II IF APA/IEr PpyTED WI1tHIN 4' OF GABLE 7121155 Jacksonville, FL 32244 Tel 904.772-6100 LAYOUT IF SYS 42. (THEA -WING I&NAILED FASTEN SHEATHING TO FRAMING At a/cel II M t NE'ADI=R W/ !I) ROW (IIMTO TOP FE & distance of 2" (3" when 2x6 framing is used) and secured with Simpson AT Acrylic -Tie two-part epoxy, or d, ON EDGES, 6" o/c IN FIELD W/ 8d. SPH4/6/8 m 32"o/c 3 4/c 8d NAIL. IN ADDITION, (1) WOOD ROD SHOULD BE INSTALLED TO EACH SIDE OF PORCH ROOF/FLOOR FTRUSSES other two-part epoxy with equal. or higher allowable tension loads for the identical application two-part epoxy. The rods, a single, continuous rod or rod segments coupled together, culminate directly above the top plata,' and here it secures the against vertical movement. m TOP P TO HDR II (2) MSTA24 W/ II GORIER OF u� THE TOTAL DEPTH OF THE BEAM IS APA RATED SHEATHING TO (9AVd/END/STRAP m EA II II GARAGE u _ V II MATCH ROOF SHEATHING END OF HEADER UNA_ 1 9 J' DRAWN Y -5 CHECKED LAP SCALE 3/16 WALL SWEATWING SHALL BE '1/16" II II "S�WEATHING NEED ONLY SQFT. DETAILS 2x 61 SYP DBL .TOP PL. (SLOPED) APA RATED SHEATHING WITH ed-� IICOVER LOES 12 OF TOP NAILS AT 3' OZ. AT ALL PANEL ED6ES AND 8" 04. IN FIELD ASSEMBLY IFj A) P. ARE PROMP-L±' 1/1611 A.P.A. RATED SWEATHINN WITH !TYP-UNJa.) SHEATHING PANELS II II NAILED TOGETHER ad NAILS m 6" o/c ALONG ALL PANEL SHOULD BE ORIENTED E)) TRU85 CLIPS/STFAJ EDGES AND 8" o/c IN FIELD. BLOCK PERPINDICULAR TO FRAMING II O II 1/2" GYP y ALL EDGES (CONTINUE STUDS t SHEATHING MEMBERS, UN O. \\�/ FOUND TO UNDERSIDE OF OUTLOOKERS) JACKS PER PLAN 11 II TR1155E9/RAFTERS SHEATHING TO BE ORIENTED PERP. t0 FRAMING MEMBERS, UNA. MIN. 3 KING STUD5 EACH I CEILINGS HEIGHT vARIES SIDE OF OPENING WHEN PIURLIN BOTTOM CHORD OF USING 2x6 FRAMING, 5 KING AILL TRUSSES WITH Ix4 SYP STUDS EACH SIDE WHEN II t0 PIERPIES USING 2x4 FRAMING UNA_ WOOD -Tie ROD a 2 11 TTRUSSE$ s 2d" OIG w/ (3) 1/1' ANCHOR BOLT AS II (2" MAX. FROM IVd NAILS AT EACH TRUSS - p p MSTA24 W/ (9) 10d PER TYP. WALL SECTION JACK/STUDS) UIRO. p p NAILS/END ® EA. SIDE OF II II 11 1 EA. STUD ABOVE 4" SLAB lU/811x8" THICK- 11 8 HEADER t JACKS To EN1=D EDGE W/fl>+4 p p HEADER CONT. UNDER DOOR I p (SEE DETAIL 6/872) FINISH p I GRADE TYPICAL WALL U II CONNECTIONS( LE- PEAK- TO II': 2x4 STUDS ----- ________ J -J TO -STUD, STUD -TO -SHOE. SWOT= -TO -FOUNDATION TO Id': 2x6 522"2 TO IV. 2x6 SYP•2 a 16': 2x8 SYP"2 I STI GAEBLE END 5AL OON FRAMING DETAIL 1/'211 : 1'-011 7x4 02 Y OUTLOOKE #OVERHANGS S 16" a 24"a/c W/ (1) N5 a EACH, HEADER PER STRUCTURAL OUTLOOKER TO TOP CHORD OF GABLE TRU K I- ,OVERHANGS 16" � 24" m 16"o/c W/ (2) W5 ,a EAC PLAN OR TRUSS LAYOUT 5T1 ST1 BLOCK SH1=A",TWM EDGES OUTLOOKER TO TOP CI (ORD OF GABLE TRUSS WITHIN 4' OF GABLE TRUSS FASTEN SHEATHING TO FRAMING !I AT 3"/6" O.C. W/ ad NAILS, (2 MSTA24 W/(9A0d /END BUILT-UP OR BOXED COLUMN MAY FROM BEAM TO POST CENTER STRAP m JOINTBE Qg�ED IN OF 4x4 OR 625& APA OR TECO RATED UNA. ON STRIUCTURAL (4).13113" E � END SHEATHING TO MATCH PLAN USE dply 112 SYP Sts 5ply 62 6FP 2x4 NAILS m CW BUILT-UP COLUMN 110 4x4 OUTLOOKTO TOP IE. ROOF SHEATHING PT 02 SYP 4x4 POST USE 5pig •2 SYP 0$ 5ply 12 5PF 2x6 GABLE TOP CHORD -COLUMNS GREATER BUILT-UP COLUMN IL.O 6x6 2x E IFIED ON GABLE VERTICALS 4 0 THAN 10' QS TWOBE SPECIFIED BY TRUSS MANUF. (MIN 2x4 w1 SUPPORTING 5i'F W/ 6"o% .131x3" NAILS w MAX 24"o/c). ENGINEERED WOOD O PRODUCT: USE Pt ■2 GABLE TRUSS SYP 6x6 POST. (UNo. ON STRUCTURAL PLAN) "- (2)'"1 SPF 2x4 m EA. GONER N CLIP END OF LATERAL BRACE t0 GABLE 1 ILDO 4xd POST. (3) n SPP 2x4 -B UNG T MI D T BOTTOM CHORD WITH (2) W5 CLIPS. 2xd'S w CORNERS DIRECTLY A R POINT OF GAB E "X" POST t0 SLAB CONNECTION1 BENEATH BEAM WHEN 6x6 18 d) B GES (NWA IN 8' 1 lx H EA GABLE 1 el) 10 CHORD 45 TOP IE .I MSTAIB WITH ABU44 OR ABUb6 W/ REQ'D. JAGENT TRUS CI (3) .131x31 SCRAP W/ (1) tmd/END m 4S'b/c OR .131x3" TOE 12) 16d � 1/2"0x4 1/4" EMBED HTTI6 t 5/8"0X5-1/1" MAX " " IN I NAILS t0 TOP I{E +• 3"o/c-5tAG6ERI=D AS REQ'D. [ 4/12 PIT 8'0% EPDXIED ALL TNREAAD QSI EMBED EPDXIED >;' 1/16" A.P.A. OR TECO RATED SWEATWIN6 W/ 8d NAIL5 !U HTTIb ! 5/8'0 x 5-I/1" Al.L tHR1=AD a ■2 5YP LEDGER FASTENED7 x 4/12 < 1/12 I CW s 6'o/c m 6" O.C. ALONG ALL PANEL ED6ES AND S" O.G. IN EMBED EPDXIED ALL f _ -_ - EACH QR TO 16" o/c STUDS w/ .131x3' '' ] l/12 PITC 4'o/C THREAD. -- _ ALTERNATIVE AS GUN NAILS a EA STUD FIELD. BLOCK ALL EDGES (CONTINUE SHEATHING SWOUN ON (781158 -TO -LEDGER t0 MIDPOINT OF [SABLE BOTTOM CHORD) STRUCTURAL PIAN. CONNECTOR SPECIFIED "1• I BY TRU88 ENGINEER) \ \ \ IF FIRST OUTLOOKER 15 MORE o fj�.��1� 111�� BEAM AC30vE 2x4 '� SYP' LATERAL BRACE. (3) .131x3" THAN 32", FROM FASCIA, USE \ \ \ v\ NAILS TWRXX1GP BRACE INTO EACH (2)1x4'8 a FIRST OUTLO R ONLY T 7)221" e`P'�` OR TRUSS 50TTOM CHORD. EXTEND 1 TECO RATED LEDGER t GONNETION SCHEDULE (PER 1TrLJSS) BRACE TO FOURTH INTERIOR TRUSS. 5HEATHING W/ Rv 0-116-2x6 w/(5) NAILS m EACH STUD. \ \ FOOTING (SEE FOUNDATION' 611A2"o/c ed Rv 777-1241 x8 w/(8) NAILS *EACH STUD. MAX LAIEIRA BRACING SPAGINCy MOTA15 STRAP m •,° PLAN FOR SIZE) NAILtN6 - 4 SIDES N < 4/172 PITCH = 8'0% RV 1242-1862-2x12 w/(12) NAILS m EACH STUD. 4/12 C 1/12 PITCH • 6'o% 48"o% QS .131x3" TYP._.,PORCH POST 4 � ALT. 50XED � > 1Al2 PITCH = 4'o/c TOE NAILS 5EHAM FRAMING DETAIL COLUMN DETAIL TRU55 LEDGER DETAIL STI IGAE LE END 5RACING DETAIL 1/2 21 I 1/211=11-011 Ill=V-011 1/211 = 11-011 TRUSS TOP CHORD WOOD*TIE ROD FROM ABOVE, SECURED TO BEAM VIA HTT16 W/ HORIZONTAL 7x4 SPF ■2 (1$A66 NAILS, MIN BEAM SECURED VIA WOODITIE ROD t BLOCKING STUN TRU58 WOOF -TIE ROD THROUGH ;ii • (U WtTl6 W/ (18A6d (MAY BE ROTATED CONT 2x4 (MAYBE OMITTED IF !I) MSTA15 15 USED CENTER! BE W/ fir FROM BLOCK -TO BLOCK ACROSS EA. TRJ55) 3x3xl/8' WASHER t NUT. 180' t0 CONCEAL FLANGE! 10d 's 6"a/c FROM CONT. 2x4 TO 7x4 BLOCKING - HORIZONTAL 2x4 SPF 02 SECT'IIaN % BLOCKING STUN TRUSS ROOF SWEATWING T HO CONTINUOUS 2x4 SPF +2 UU/ (3) .131x3" NAILS TO EACH TRUSS VERTICAL t m 6"a/c .131x3" NAILS TO INTERMEDIATE CJ. 871 WCCD*T 1/F" = 11-011 WOOD BEAM TRUSS OPG RD - BLOCKING. ADD (1) MSTAIB STRAP W) (1) 10d/END a EA. (3) ROWS OF loci NAILS HEEL/END VERTICAL SPLICE (CONT. 2x4 MAYBE (U ROW OF I0d NAIL5 +• = 8" OG., STAGGERED AS i OMITTED IF (1) MSTA18 15 USED `' C; ♦ `" [ • 4" or. STAGGERED, 1 (`r • • SHOWN, EA PLY. OF TRUSS 1/4" OFF 4 OF 2x6. g FROM BLOCK -TO BLOCK T (U ROW of IpJd NAILS m b" OA. • • ACROSS EA TRU55) STI • STAGGERED, WITWN 3/4" OF r 15/ai r • 1/16" APA OR TECO RATED CENTER INE OF 2x4 _ SHEATHING W/ 6"/8"o% Bid NAILS ■ • 00 - BLOCK ALL PANEL EDGES. 2 I/2u • ■ 11/211 TRUSS -TO -e CONNECTOR: DOUBLE TOP e OF WALL ■ • • • SEE TRUSS SCHEDULE FOR TYPE (DTL A t B / 5ru 1 1/2" 1 6" OR SYP 2X2! 211 STUDS / SHEAR WALL BUILT-UP COLUMN slF OR SYP �X4 PLATE HGTS. UP TO 16'-1 1/8" @2 6" DR $YPZxB M BRACING OF TRU55 HEELS BUILT --UP COLUMN SEE STRUCTURAL FRAMING PLAN FOR NUMBER OF PLIES. BUILT-UP COLUMN ' 11 5rl COYER lro II TALL) AT SHEA t.IJALLS PLAT* HGT'5. UP TO 12'-1 1/5FASTEN WALL SHEATHING -TO -POST W/ MIN 8d's 0 PLATE HGT5. UP TO 20'--l" 12" O/C OR GYPSUM -TO -POST W/ MIN 5d'a m 4" O/C 1/2n o 1t -0u •tYF'ICAL CONMECTLONj e S� TH15 DOGUMENT 15 AN INSTRUMENT OP ENGINEER'S SERVICE FOR OTHERS FOR CON- 5TRUCTION OF PROJECT AS TITLED BELOW. INFORMATION DERIVED FROM THIS INSTRUMENT GAN NOT BE USED FOR OTHER WORKS UNLESS AUTHORIZED BY THE ENGINEEiz WITHOUT INFRINGEMENT OF LEGAL RIGHTS. RE DESCRIPTION I - 2 - 3 - 4 - DETAIL t0 BE FOLLOWED AT ALL Builders Fi rstSou rce or Jacksonville 6550 Roosevelt Blvd. Jacksonville, FL 32244 Tel 904.772-6100 Fax 904.317-2835 SI=AM t0 SUPPORT TOP lir. -Tie LU distance of 2" (3" when 2x6 framing is used) and secured with Simpson AT Acrylic -Tie two-part epoxy, or LU --II PORCW BEAM MAY BE NOTCHED AROUND TOP PLATE PROVIDED IN ADDITION, (1) WOOD ROD SHOULD BE INSTALLED TO EACH SIDE OF PORCH ROOF/FLOOR FTRUSSES other two-part epoxy with equal. or higher allowable tension loads for the identical application two-part epoxy. The rods, a single, continuous rod or rod segments coupled together, culminate directly above the top plata,' and here it secures the against vertical movement. �7 V / s '' l u� THE TOTAL DEPTH OF THE BEAM IS BEAM AND (I) M5TA2d with a 3"x3"x pga or 1/8" thick steel washcer nut plates u _ V II �r q 1 9 J' DRAWN Y -5 CHECKED LAP SCALE 3/16 DATE 5/15/02 JOB NO. STANDARD SQFT. DETAILS PORCH BEAM, 9EE STRUCTURAL SHEET 51 FOR MINIMUM SIZE. N O CH 5EAM 1 sTl WALL. DETAIL 3/8" 11-011 CENTERED ON THE JOINT. 2XA ■2 SPF with the overlapping upper -most top plate - and at not more than six feet on center thereafter. Openings :L t!1_ �i trr ti LEDGER w/ greater than six feet in length should have one {VOOD"Tie rod placed at each side of the opening. At interior j '`+ �' .�/ f �•'' 1� p a' !d) .131 X 3" walls, one 1VOOD''")'ie rod should be installed at each comer post - on the side of the post with the II 3 •�'r NAIL P05T TO TO EACH overlapping upper -most top plate - and at not more than four feet on center Utereafler. Additionally, if no Ill /L lv(� • , �\Dy PORCH HEADER INTERSECTING other hold-down is present, a WOOD''Tie rod should be placed at each end of each shear -wall segment if the W/ (1) ROW OF TRUSS end of the segment does not coincide with a comer or opening. For two-story walls, walls over 11' high or 2x4 •2 SYP TOP P131x3" NAILS m 2" MEMBER - „ certain other applications when a single, continuous threaded rod can't be used, a coupler should be used to USE WHEN NAILS a join two or more pieces of rod together to create a continuos path from top plate to foundation. The coupler a O/C. BOTTOM £ACG should be low -carbon steel with aDross-sectional area of not less than .2t) square inches, ideally 1'/r" long X 51"+E ETA CHORDS ON TRUSS OR 11116". Each rod should be threaded not less than IV' into the coupler and the two rods should make contact at DIFFERENT LEDGER or near the middle of the coupler acid be tightened so as to prevent the movement of the coupler or either SEE DETAIL A/15FOR STUD WEIGHTS ON threaded rod. SIZE/SPACING REQUIREMENTS. OPPOSITE TO SIDES OF BLOCKING. At exterior walls, APA or 7TC0 rated sheathing,or 5/16" llardi-Panel should be applied to one side of the WALL wall. An additional row of 8d nails (6d with Nardi -Panel) should be placed at 6" o/c into the tap plate (3).131X3" assembly in addition to any other nailing specified for securing the sheathing to the flame. E)T I TOENAILS m At exterior wall applications where the fVOOD'Tie Anchoring Rods are used to a) resist roof uplifts, b) resist EACH overturning moments, c) resist lateral wind loading (perpendicular to the wall), and d) distribute shear -wall O STUD POST - Iply 2x4 t'2 SPF POST 2x4 02 SFF 71 BLOCKING TO loads (parallel to the wall), additional intermediate shear connectors are required. The intermediate shear PER PLY OF PORCH BEAM FOR BLOCKING m TOP PLATE connectors may be either'/z" diameter X 4'/a" embedment threaded/epoxied rods or'/z" diameter X 4" CONVENTIONAL LUMBER 2pl9 2x4 24" O/C. OF EXTERIOR embedment Powers Fasteners Blue rip Wedge -Bolts, located at or near tnid-points between 11700D"Tie 41 SPF POST PER PLY OF PORCH WALL. Anchoring Rods, but in no case more than 48" from any two anchor combinations; or''/." diameter X 11/I' BEAM FOR ENGINEERED LUMMER EXTERIOR embedment "fapCon anchors or .163" (or larger) diameter X 1'/z" embedment power -actuated fasteners, WALL located at or near !hind -points between 1V00D"T1e Anchoring Rads, but in no case mote than 32" from any two anchor combinations or 16d case hard nails at not more than 18"o/c. At each side of the shoe plate joint, anyone of the four intermediate shear connectors outlined in the y- �/ preceding paragraph may be used to secure the plate and prevent horizontal movement. The shoe -plate joint IF THE HOUSE IS TIED DOWN USING CONVENTIONAL STRAPPING, REFER N I RUS8 BLOCKING fastener should be located within 6" of Uro joint. CONVENT TO THE TI STRUCTURAL SWEET FOR The typical maximum allowable tension load for each unit is 3,675# at interior locations and 2,943# at PORCH BEAM CONNECTION 5T 1 DETAIL exterior locations, when installed as designed. When a 3" edge distance is used with 2x6 framing, the typical DETAILS. maximum allowable tension load for each unit may be increased to 3,499# at exterior locations. 1/2'1 = 1'-011 c�- TOP PLATE MAY BE _ 11.E 5 A35EME3LIE5. CCORNER P T FTG MULTIPLE FLY P05T CONNECTIONS 1/211 = 1,-0 "1111illilllllrlrr///i (U WOOD-TIe ROD ADJACENT TO STUD POST IF PORCH BEAM IS NOTCHED t0 ALLOW PORCH ��•\1� CONVENTIONAL LUMBER (2x8, 2x10, 2x12, ETC). (1) W000 -TIE ROD ADJACENT TO EACH SIDE OF POST IF PORCH BEAM 15 BEAM TO BE LET IN TO WALL PROVIDED THAT (1) X12 15 ADDED diameter, A307 threaded steel rods ; `� 'lye ENGINEERED LUMBER (LSL, LVL, PSL, ETC.) 2x4 SPF POST DETAIL t0 BE FOLLOWED AT ALL .I1f The WOOD Tie AnchoringRoldSyVem consist of vertically oriented''/z" to EACH SIDE OF PORCH LOCATION5r WHERE EXTERIOR WALL secured to the foundation via an embedment of not less than 4-1/4" into 2,500psi concrete with an edge SI=AM t0 SUPPORT TOP lir. -Tie RUNS BP -TU EE 4 TO PARALLEL TRU55ES. distance of 2" (3" when 2x6 framing is used) and secured with Simpson AT Acrylic -Tie two-part epoxy, or PORCW BEAM MAY BE NOTCHED AROUND TOP PLATE PROVIDED IN ADDITION, (1) WOOD ROD SHOULD BE INSTALLED TO EACH SIDE OF PORCH ROOF/FLOOR FTRUSSES other two-part epoxy with equal. or higher allowable tension loads for the identical application two-part epoxy. The rods, a single, continuous rod or rod segments coupled together, culminate directly above the top plata,' and here it secures the against vertical movement. u� THE TOTAL DEPTH OF THE BEAM IS BEAM AND (I) M5TA2d with a 3"x3"x pga or 1/8" thick steel washcer nut plates ; ; °� 1' rr 9-1/4" UNLESS NOTED ON THE STRUCTURAL SHEET Sl. SHOULD BE ATTACHED TO (1) SIDE OF EACH TOP IE The nut should be tightened until the washer shows the slightest example of deformation (about 251b" ft of torque). At exterior walls, ane {VOOA*Tie rod should be installed at each comer post - on the side of the post d . ! 1�� C x _1 • ' • 4 PORCH BEAM, 9EE STRUCTURAL SHEET 51 FOR MINIMUM SIZE. N O CH 5EAM 1 sTl WALL. DETAIL 3/8" 11-011 CENTERED ON THE JOINT. 2XA ■2 SPF with the overlapping upper -most top plate - and at not more than six feet on center thereafter. Openings :L t!1_ �i trr ti LEDGER w/ greater than six feet in length should have one {VOOD"Tie rod placed at each side of the opening. At interior j '`+ �' .�/ f �•'' 1� p a' !d) .131 X 3" walls, one 1VOOD''")'ie rod should be installed at each comer post - on the side of the post with the II 3 •�'r NAIL P05T TO TO EACH overlapping upper -most top plate - and at not more than four feet on center Utereafler. Additionally, if no Ill /L lv(� • , �\Dy PORCH HEADER INTERSECTING other hold-down is present, a WOOD''Tie rod should be placed at each end of each shear -wall segment if the W/ (1) ROW OF TRUSS end of the segment does not coincide with a comer or opening. For two-story walls, walls over 11' high or 2x4 •2 SYP TOP P131x3" NAILS m 2" MEMBER - „ certain other applications when a single, continuous threaded rod can't be used, a coupler should be used to USE WHEN NAILS a join two or more pieces of rod together to create a continuos path from top plate to foundation. The coupler a O/C. BOTTOM £ACG should be low -carbon steel with aDross-sectional area of not less than .2t) square inches, ideally 1'/r" long X 51"+E ETA CHORDS ON TRUSS OR 11116". Each rod should be threaded not less than IV' into the coupler and the two rods should make contact at DIFFERENT LEDGER or near the middle of the coupler acid be tightened so as to prevent the movement of the coupler or either SEE DETAIL A/15FOR STUD WEIGHTS ON threaded rod. SIZE/SPACING REQUIREMENTS. OPPOSITE TO SIDES OF BLOCKING. At exterior walls, APA or 7TC0 rated sheathing,or 5/16" llardi-Panel should be applied to one side of the WALL wall. An additional row of 8d nails (6d with Nardi -Panel) should be placed at 6" o/c into the tap plate (3).131X3" assembly in addition to any other nailing specified for securing the sheathing to the flame. E)T I TOENAILS m At exterior wall applications where the fVOOD'Tie Anchoring Rods are used to a) resist roof uplifts, b) resist EACH overturning moments, c) resist lateral wind loading (perpendicular to the wall), and d) distribute shear -wall O STUD POST - Iply 2x4 t'2 SPF POST 2x4 02 SFF 71 BLOCKING TO loads (parallel to the wall), additional intermediate shear connectors are required. The intermediate shear PER PLY OF PORCH BEAM FOR BLOCKING m TOP PLATE connectors may be either'/z" diameter X 4'/a" embedment threaded/epoxied rods or'/z" diameter X 4" CONVENTIONAL LUMBER 2pl9 2x4 24" O/C. OF EXTERIOR embedment Powers Fasteners Blue rip Wedge -Bolts, located at or near tnid-points between 11700D"Tie 41 SPF POST PER PLY OF PORCH WALL. Anchoring Rods, but in no case more than 48" from any two anchor combinations; or''/." diameter X 11/I' BEAM FOR ENGINEERED LUMMER EXTERIOR embedment "fapCon anchors or .163" (or larger) diameter X 1'/z" embedment power -actuated fasteners, WALL located at or near !hind -points between 1V00D"T1e Anchoring Rads, but in no case mote than 32" from any two anchor combinations or 16d case hard nails at not more than 18"o/c. At each side of the shoe plate joint, anyone of the four intermediate shear connectors outlined in the y- �/ preceding paragraph may be used to secure the plate and prevent horizontal movement. The shoe -plate joint IF THE HOUSE IS TIED DOWN USING CONVENTIONAL STRAPPING, REFER N I RUS8 BLOCKING fastener should be located within 6" of Uro joint. CONVENT TO THE TI STRUCTURAL SWEET FOR The typical maximum allowable tension load for each unit is 3,675# at interior locations and 2,943# at PORCH BEAM CONNECTION 5T 1 DETAIL exterior locations, when installed as designed. When a 3" edge distance is used with 2x6 framing, the typical DETAILS. maximum allowable tension load for each unit may be increased to 3,499# at exterior locations. 1/2'1 = 1'-011 c�- STf?UCTURAL GENERL NOTES - 2001 FLORIDA BUILDING CODE (FBC) ASCE 1-98 199'1 NDS GENERAL_ A..•Design is void after two years from original date of issue, unless updated to acceptable codes and practices oat that time. 9L,C)o not scale. Use dimensions from the architectural plan. Notify engineer immediately (f discrepancies are found between pians. C,AII details shall be in accordance with instructions from manufacturer or designer. O -All temporary shoring shall be the responsibility of the contractor. F:1,NJ2s4T1Qtj-_ A,This design has been completed in accordance with pertinent standards, recommended design soil 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 conditlion and advised to maintain good practices in the future with regard to surface and subsurface dralnage, framing of partitions above floor slabs, and finish work above the floor slabs, etc. ELE)esign has been based on a non -expansive soil with an allowable soil bearing capacity ofTOW pet. Active EFiP= 30 pcf (level backslope). C,eackfill adjacent to foundation walls shall not be placed until the walls have sufficlent strength and have been ainchored 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. E.AII 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 configuration unless stated specifically on the drawings. CONCRETE A.Detail reinforcement in accordance with ACI 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 aha 11 be 23" pef 9 28 days. C.• 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". I-Allconcrete 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 ACI 301-84 (85), "SpecTflcatlons for Structural Concrete". =QQ ArFraming lumber shall be as follows or better: 2 x Rafters/Beams/Joists 02 SYP 1991. M.G. I -Joists Provided by TrusJolst, or ecluivalent. Engineered Beams Provided by TrusJoist, or equivalent. Plates *2 SYP My. M.G. Studs *2 SPF IS% M.C. - Typical - Unless Noted Otherwise Stud Grade SPF 1990 M.G. (2x4 up to V-1 1/8", one story residence only except partially enclosed structures) 9LAli nails shall be type 'Common' unless noted otherwise. Options to using common nails are as Follows: 12d=10o1=0.131"x3" Gun Nails 86=0.099"x2 1/4" Screw/Glue Shank Gun Nails (provided that the o/c spacing is reduced by 1/3. I.E.: 8d m 611/12"cVc becomes _0999"x2 1/4" m 4"/8"o/G.) C_Where not otherwise shown an plans, all nalling or screwing shall be as indicated in the current Florida Building Cc:>de, ASCE; 7-98, and/or 1997 NDS referenced above. All sheathing must be nailed or screwed 4 adhesives SHALL NOT be used in place of nailing. Mmetal cannectors to be provided by SIMPSON. Alternate connectors w/ equivalent or higher allowable loads may be used in lieu of specified components. F—All exterior walls to be sheathed with min. 7/16" O_S_B, with Sd 0 6" o_c_ along panel edges, 12" o_c. in Field (8" with partially enclosed structures), except as noted on Structural plan_ P Engineered componets (trusses, I-jolst, etc.) shall be installed per manufacturers specifications 4 directros. All permanent bracing of trusses with continuous lateral braces shall be diagonally braced per NI5-91 spaced no;t more than Ira feet o.c. and not more than 4' From end of continuous lateral brace. aT A. Detall, fabricate, and erect steel according to AISC "Specification for the Design, Fabrication, and Erection of Structural Steel Buildings", 9th edition. L'9.• Structura I steel sha I I be: Except as below ASTM A36 Pipe ASTM A53, Type E or 5, Gr. e Tube A5TM A500 CLAII bolts shall be A30`1 unless noted otherwise. p All welding shall be by a certified welder. A,,.Concrete block shall have a minimum compressive strength, F'm of bVV psT Masonry shall be laid up using type 5 mortar only. Any masonry in contact with earth shall be grouted full. Grout shall have a minimum compressive strength of 30W pot ILAll concrete masonry operations, shall be done in accordance with the provisions of the latest applicable recomimenda t Iona of the AGI Manual of Standard Practice. C_Lap all vertical reinforcing a minimum of 20". D_Provlde horizontal joint reinforcing at 16" o.c. vertically. Reinforcing wire shall conform to ASTM A82 and ASTM A161 TYPE 304. 4" CONC SLAB W/ 6X6XI0/10 WWF OVER 6 MIL VAPOR BARRIER OVER CLEAN, WELL COMPACTED, TREATED FILL EXP. JOINT VARIES-��-.-•---}----==-� FOR OTHERS FOR CON- . -FLASHING MUST P TIT'S • •.. _ • ; ..........� � . =--= - - CAN NOT BE USED FOR -1117-7 AUTHORIZED BY THE 2)04 CONT. - 1 -STORY (2)-, OR (3)'4 CONT.- 2 -STORY EXTEND FLASiG BEL 15zORT 2 S011 H C TORY) � AHT SHEATHING WITH HE M�TfFou o TUF 10 �E�1�IN� STEP DOUJN 2 4" CONC SLAB W/ 6X6x10/10 WWF OVER 6 MIL VAPOR BARRIER OVER PULL ALL INTERIOR WALL DIMEN51ON5Ep FROM OUTER EDGE SLAP. GLEAN, WELL COMPACTED, TERMITE 4 TREATED FILL. Builders VARIES r + - ----- N � HE 5TEF DOWN 32244 11 NON -11-0r41) SEARING ci `� LIGHT COAT MASONRY "DRESSING" TO FILL. 4" CONC SLAB W/ 6x6x10/10 UA11F OVER 6 MIL VAPOR BARRIER OvER /� I I vertical cor15tr uct i on CLEAN, WELL COMPACTED, TERMITE TREATED FILL VENEER 4 FOUND WALL C UA VARIES • -1111—. _ _ IIT (2)04 CONT. - 1 -STORY -I - (2)"5 OR (3)04 CONT. FOR Ilk_ --. 2 -STORY - I STORY 15 STUCCO DETAIL14 2 S�20--"-.---.� TOR-1' I�JI-ll 12 INTERIOR SEARING g STE MARBLE SILL Z 5" MAY VARY TILE (SEE FOUNDATION PLAN) 40 boo d d MIN. CHECKED LAP 13 SUNKEN SHOWER DETAIL 9 JOB NO, STANDARD STANDARD FOUNDATION DE TH15 DOCUMENT IS AN INSTRUi"IENT OF I" AIR SPACE FOR OTHERS FOR CON- STRUCTION OF PROJECT -FLASHING MUST P FROM THIS INSTRUMENT CAN NOT BE USED FOR 6RICK VENEER is AUTHORIZED BY THE ENGINEER WITHOUT EXTEND FLASiG BEL da +loo Note: � AHT SHEATHING WITH HE M�TfFou o FLUSH FOUNDATION. 2 Wood vertical construct i on PULL ALL INTERIOR WALL DIMEN51ON5Ep FROM OUTER EDGE SLAP. HOLE 4 3/4" (NON.) STUCCO OVER LATH 4 PAPER Builders 5 hown atop Foundation 1/4" CTAP BETWEEN SHEATHING 4 CONCRETE � costa i is for clairit�. wood, �TUGGO STOP 32244 ctrl U/ 1 c f or other S t r u c t u r a l ci `� LIGHT COAT MASONRY "DRESSING" TO FILL. FILL VOID 5ETWEE /� I I vertical cor15tr uct i on , BLOCK VOIDS AND/OR HONEYCOMBS VENEER 4 FOUND WALL C UA n ,FII WL GROUT, FILL 50LIC `� acceptable "' e � s STI 1 F ®r FOOTING TO uNDl;i FLASHINGSpeO1 1RIO5, 15 STUCCO DETAIL14 II ISI i z �� I�JI-ll STUCCO ADDENDUM BF TH15 DOCUMENT IS AN INSTRUi"IENT OF ENGINEER'S SERVICE FOR OTHERS FOR CON- STRUCTION OF PROJECT AS TITLED PELOW. INFORMATION DERIVED FROM THIS INSTRUMENT CAN NOT BE USED FOR OTHER WORKS UNLESS AUTHORIZED BY THE ENGINEER WITHOUT INFRINGEMENT OF LEGAL RIGHTS. izE DESCRIPTION 1 - 2 - 3 - 4 - Builders FirstSource Macksonville DesignCenterjnc. 6550 Roosevelt 51vd.!i Jacksonville, Florida 32244 Tel c304.112 -&l00 Fax 904311-2535 --A UA n o �. II ISI i z �� I�JI-ll ---A --A Z 40 q d d DRAWN PAM,RW CHECKED LAP SCALE NOTED DATE 1/1i/02 JOB NO, STANDARD TRUSS DETAILS art q WO I.,,. - � �CS��TE OF . •'t� ..............Y.v,1 V PLAN f7O Il�ND SHEET ST2 OF - SHEETS ///Z_////,yo 5(-fhE1d(FZ_ 0— ELECTfRICAL LEGEND =@= 110 VOLT DUPLEX OUTLET -WALL MOUNTED =QC 110 VOLT SPLIT DUPLEX OUTLET -SWITCHED S-@- 110 VOLT DUPLEX OUTLET -WEATHER PROOF 110 VOLT QUADPLEX OUTLET -WALL MOUNTED 4� 110V DUPLEX -GFCI OUTLET :Q- 110V DUPLEX -GFCI OUTLET -SWITCHED :[jk 1110V DUPLEX -AFCI OUTLET lllI VV. C -AFCI OUTLET-8WTCwWW U. 110 VOLT DUPLEX OUTLET -FLOOR MOUNTED 3& 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET -dH- SWITCH -4- SWITCH -THREE WAY Z SWITCH -FOUR WAY CV SWITCH -DIMMER ❑--I PUSH BUTTON SWITCH ® DOOR BELL CHIMES 0-i GABLE TELEVISION OUTLET ® SPEAKER LOCATION LfGHT FIXTURE -CEILING MOUNTED LIGHT FIXTURE -WALL MOUNTED LIGHT FIXTURE -CEILING SUSPENDED ® LIGHT FIXTURE -CEILING RECESSED ® LIGHT FIXTURE -RECESSED EYEBALL Lu CEILING FAN SMOKE DETECTOR -CEILING MOUNTED ® EXHAUST FAN EXHAUST FAN/LIGHT FIXTURE COMBO 1 FLOOD LIGHTS -DUAL HEAD o ELECTRIC PANEL STRUCTURED WIRING PANEL Lo QUICK DISCONNECT ❑K -f SECURITY KEYPAD LOCATION E JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE === LIGHT FIXTURE -UNDER CABINET TQ -1 THERMOSTAT I'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED 2'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED A B 2 STORY MODEL ENTRY LEFT LT (PREWIRE FAN) I CL SEPARATION WALL E 2 STORY MODEL 5EPARATION WALL ENTRY RIGHT • �0 a Lu K=7=L Esposito, X Cheek z 0 0 & W z Assoc,,, LL Inc, 0 Architects U MQ 641-6649 Lu .., 0 it ®� I • r `�t� gy, ,J 4 A F, 'Dig RJ FL 11c. NiC5f�4 Fred R. [� • XLu� U- =3LL z D � � Z CV J IF �- ni-- Cn rCJ V hil Q _ Lu lu !!,, V lu 1 UJ N • Cn FAN�i rarr�o JOB*: 055535 0 (SWITCH TO OPERATE z LT ONLY) DATE: 2-3-05 DRAWN: CS CHKD: ISSUED: W co REVISED: LV let LEVEL ELECTRICAL FLAN IIAII 1/411= lI,_01I uu Q U 0 0 Q z 0 0 ® COPYRIGHT 2004 ESPOSITO, CHEEK t AS'IC., INC. m m • DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. rt�z/ltrLl kh Ed& � ELECTfP,1CAL L IQ, 110 VOLT DUPLEX OIUTLET-WALL MOUNTED _t�= 110 VOLT SPLIT DUPILEX OUTLET -SWITCHED �tt 110 VOLT DUPLEX OIUTLET-WEATHER PROOF �— 110 VOLT QUADPLEX OUTLET -WALL MOUNTED � 110V DUPLEX -GFCI OUTLET 110V DUPLEX -GFCI OUTLET -SWITCHED GH<D -. 110V DUPLEX -AFCI OUTLET Ik 110V DUPLEX -AFCI OUTLET -SWITCHED '0 LL u 110 VOLT DUPLEX OUTLET -FLOOR MOUNTED EgE 220 VOLT OUTLET -WALL MOUNTED ► TELEPHONE OUTLET -0- SWITCH -4- 5WITCH-THREE WAY -4- SWITCH -FOUR WAY J SWITCH -DIMMER �--� PUSH BUTTON SWITCIH U DOOR BELL CH11MEG 0-4 CABLE TELEVISION OUTLET ® SPEA<EFR LOCATION! } LIGHT FIXTURE -CEILING MOUNTED -�� LIGHT FIXTURE -WALL MOUNTED { LIGHT FIXTURE -CEILING SUSPENDED ® LIGHT FIXTURE -CEILING RECE55ED Q lU LIGHT FIXTURE -RECESSED EYEBALL LU � CEILING FAN O SMOKE DETECTOR -CEILING: MOUNTED ® EXHAUST FAN 'ITT EXLIAUST FAN/LIGHT' FIXTURE COMBO I FLOOD LIG:HT5-DU4L HEAD momm—_1 ELECTRIC PANEL mgm STRUCTURED WIRING PANEL Lo QUICK DISCONNECT' KH SECURITY KEYPAD LOCATION ❑J JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE C== LIGHT FIXTURE-UNDfER CABINET ( --I THERMOSTAT 1'X4' FLUORfESCENT LIGHT FIXTURE CEILING: MOUNTED 2'X4' FLUOFR�E5CENT L16HT FIXTURE CEILING: MOUNTED NOTE- FAN/LT C-OM60 (SWITCH TO OPERATE Li ONLY) A B C 2 STORY MODEL 2 STORY MODEL ENTRY LEFT SEPARATION WALL ENTRY RIGHT -_ kW SID , I �0 LT (PREWIRE FAN) 2ND LSV err' LT (PREWIRE FAN) _ 4r' \J LT (PREWIRE FAN) -C O _o 5D 0 i 0_ C. LT J I__0 (PREWIRE FAN) I SEPARATION WALL EGTfP,.,1CAL PLAN "A" I 00, I 'I SD r_ � I L� �0 LT (PREWIRE FAN) ■ 1/411= 11-0111 LU 1�177\i a n Esposito X Cheek z O ❑ & F— LU z Assoc. c -v U_ -0. Inc. O U') Architects Lu 0 4540 Southside Blvd. C suite 502 cn Jacksonville, FL 32216 ❑ (904) 641-6649 LU � � ` , � ��'?�fy� � - `` it • ; J Uj • c. • r FL Lie. NQ, , 'OQ0.�64 `i . Fred R. the' ek Xal� JOB". 055535 Z 1IL- Q �— � � z GH<D -. ry 155UFD- ❑ u U) u � � z W J Q U 0II___ 0 O z 7T U LU Q lU LU LU � u U f © COPYRIGHT 2004 E5POSITO, CHEEK s ASSOC., INC. DE5IGNFR HEREBY EXPRE55L.Y RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THE5E DRAWINGS. THE5E PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF E5PO51TO, CHEEK AND A550C., INC.. NOR 5HALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM15510N AND CONSENT. 11121nN 5�hqd<q (�- JOB". 055535 Z DATE, 2-3-05 DRAWN, GS GH<D -. ry 155UFD- ❑ W U) REVISED: W W J Q U 0II___ Q O z O © COPYRIGHT 2004 E5POSITO, CHEEK s ASSOC., INC. DE5IGNFR HEREBY EXPRE55L.Y RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THE5E DRAWINGS. THE5E PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF E5PO51TO, CHEEK AND A550C., INC.. NOR 5HALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM15510N AND CONSENT. 11121nN 5�hqd<q (�- ATTACH 2" METAL. TRACK TO DECK "FLAME CONTROL" #10-10 INTUMESCENT COATING APPLIED PER MANUF SPEC TO UNDERSIDE OF DECKING AND TRUSSES, 4'-0" MINIMUM HORIZONTAL DISTANCE FROM BOTH SIDES OF SEPARATION WALL CONTINUOUS FIRE -CAULK SEALANT BETWEEN TOP PLATE AND SHAFTLINER, EACH SIDE I I 1 .. ( I j I r IA, R-30 FIBERGLASS BATT INSULATION .063' USG ALUMINUM ANGLE CLIPS SPACED AS REQUIRED 23/32" T4G PLYWOOD SUBFLOORING GLUED AND SCREWED OVER PRE -ENG WD FLR TRU55E6 CONTINUOUS FIRE -CAULK SEALANT BETWEEN SILL PLATE AND SHAFTLINER, EACH SIDE 1 1/2" TYPE 'C' or Ea/8" GYP B RD Q CLG NOTE: SOUND RATED A55EMB1LY, CAULK ALL PENETRATIONS WITH ACOUSTICAL SEALANT U.N.O. R-11/19 FIBERGLASS BATT INSULATION ATTACH 2" METAL TRACK TO CONC SLAB W/ "PASLODE' OR EQUI`✓ ANCHORS at 24" O.G. MAXIMUM CONCRETE GRADE BEAM SEE FOUNDATION PLAN B OF SEIPARATION WALL, B 42 5 SIM -� A d 4 v 0 CL L` 8 %I PLYWOOD SHEATHING PRE -ENG WOOD ROOF TRUSSES ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL I I i .e A25 1/2" TYPE "C' Or 5/0' GYP PRD 151 CLG "THERMAFIBER" INSULATION FIRE BLOCKING AS REQUIRED 4 %" GYPSUM WALL BOARD OVER 2X 1125PF WOOD STUDS Q 16' O.G. R-11/19 FIBERGLASS BATT INSULATION ' AIR -SPACE, BOTH SIDES (3/4' MIN.) (2) USG BRAND I" GYPSUM LINER PANELS INSTALLED PER UL -U336 (2) 2' USG C -RUNNERS SPACED AS REQUIRED 2X SILL PLATE ACOUSTICAL SEALANT, BOTH 51DE5 R-30 SOUND RATED \\ FIBERGLASS BATT INSULATI N REMOVED AT CLIENTS REQUEST "THERMARBER" INSULATION FIRE BLOCKING AS REQUIRED ACOUSTICAL SEALANT, BOTH SIDES /2' GYPSUM WALL BOARD OVER 2X "25PF WOOD STUDS 'm 16' O.G. 1' AIR -SPACE, BOTH SIDES (3/4' MIN.) 2X BILL PLATE W/ FOAM BILL SEAL ACOUSTICAL SEALANT, BOTH SIDES e k0P!5r=FPARAT10N WALL b SEPARATION WALL [DETAIL FIRE CAULK CONTINUOUS BEAD OF ACOUSTICAL SEALANT CONTINUOUS BEAD OF ACOUSTICAL SEALANT SEALANT DETAILS N.T.S. Fire Resistance Ratings - ANSIML 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 in. wide channel shaped with 1 in, long legs formed from No. 25 MSG gaiv steel, secured with suitable fasteners spaced 24 in. OC. 2. Metal Studs - Steel members formed from No. 25 MSG galv steel having "H" -shaped flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board" - Two layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" -shaped studs. CANADIAN GYPSUM COMPANY - Type SLX. UNITED STATES GYPSUM CO - Type SLX USG MEXICO S A DE C V - Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs - Nom 2 by 4 in. Max spacing 24 in. OC. Studs cross braced at mid -height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. 5. Gypsum Board - Classified or Unclassified * Min 1/2 in. thick, 4 It wide, applied either horizontally or vertically. Wallboard attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. 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 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and "H" studs. *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright© 2003 Underwriters Laboratories Inc.® iAIRSPACE U3"/4' MINIMUM) 5 E C T I ON A -A 111= II -011 2' "USG" H -STUD 2x4 STUD WALL- —{t --------------- OF SEPARATION WALL 1/2" GWF3 I I' "USG" GYPSUM LINER PANEL --- (SEE SEPARATION WALL DETAIL THIS SHEET) EXTEfR10fR INTEf < --VINYL SIDING OVER APPROVED HOUSE WRAP EXTERIOR SHEATHING 2" 'USG" C -RUNNER SECTION N.T.S. 0 Q r• Bposlto, r- r— C h �e e k z a in & IF__ W Z Aobt1C m ® ILL Inc. 01 0 0 Archlter%t^ ZD0 4540 Southside Blvd, C suite 502 (n Jacksonville, FL 32216 12 (904) 641-66449 LU ��. Z LU Q II-) Ito �•.�� - Q Ci t t � v w /U) FL Lic. N4,, �i�t®r 964 Q Fred` RCl�eek C X Lil LL � o � Z N II � U 0 Q W LU U � W_ V � • Cn JOB:'. 055535 0 DATE: 2-3-05 Z DRAWN- G5 C44<D: IL' ar IO REV15ED: W (n W r W J r. A d 4 v 0 CL L` 8 %I PLYWOOD SHEATHING PRE -ENG WOOD ROOF TRUSSES ALIGN TRUSSES WITH INSIDE EDGE OF FRAME WALL I I i .e A25 1/2" TYPE "C' Or 5/0' GYP PRD 151 CLG "THERMAFIBER" INSULATION FIRE BLOCKING AS REQUIRED 4 %" GYPSUM WALL BOARD OVER 2X 1125PF WOOD STUDS Q 16' O.G. R-11/19 FIBERGLASS BATT INSULATION ' AIR -SPACE, BOTH SIDES (3/4' MIN.) (2) USG BRAND I" GYPSUM LINER PANELS INSTALLED PER UL -U336 (2) 2' USG C -RUNNERS SPACED AS REQUIRED 2X SILL PLATE ACOUSTICAL SEALANT, BOTH 51DE5 R-30 SOUND RATED \\ FIBERGLASS BATT INSULATI N REMOVED AT CLIENTS REQUEST "THERMARBER" INSULATION FIRE BLOCKING AS REQUIRED ACOUSTICAL SEALANT, BOTH SIDES /2' GYPSUM WALL BOARD OVER 2X "25PF WOOD STUDS 'm 16' O.G. 1' AIR -SPACE, BOTH SIDES (3/4' MIN.) 2X BILL PLATE W/ FOAM BILL SEAL ACOUSTICAL SEALANT, BOTH SIDES e k0P!5r=FPARAT10N WALL b SEPARATION WALL [DETAIL FIRE CAULK CONTINUOUS BEAD OF ACOUSTICAL SEALANT CONTINUOUS BEAD OF ACOUSTICAL SEALANT SEALANT DETAILS N.T.S. Fire Resistance Ratings - ANSIML 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 in. wide channel shaped with 1 in, long legs formed from No. 25 MSG gaiv steel, secured with suitable fasteners spaced 24 in. OC. 2. Metal Studs - Steel members formed from No. 25 MSG galv steel having "H" -shaped flanged spaced 24 in. OC; overall depth 2 in. and flange width 1-3/8 in. 3. Gypsum Board" - Two layers of 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in. widths. Vertical edges of panels friction fitted into "H" -shaped studs. CANADIAN GYPSUM COMPANY - Type SLX. UNITED STATES GYPSUM CO - Type SLX USG MEXICO S A DE C V - Type SLX. PROTECTED WALL: (Bearing or Nonbearing Wall) 4. Wood Studs - Nom 2 by 4 in. Max spacing 24 in. OC. Studs cross braced at mid -height where necessary for clip attachment. Min 3/4 in. separation between wood framing and fire separation wall. 5. Gypsum Board - Classified or Unclassified * Min 1/2 in. thick, 4 It wide, applied either horizontally or vertically. Wallboard attached to studs with 1-1/4 in. long steel drywall nails spaced 8 in. OC. 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 in. thick, 2 in. wide with 2 in. and 2-1/4 in. legs. Clips secured with Type S screws 3/8 in. long to "H" studs and with Type W screws 1-1/4 in. long to wood framing through holes provided in clip. 6A. Clip placement (Item 6) for separation walls up to 23 ft high. Space clips a max of 10 ft OC vertically between wood framing and "H" studs. 6B. Clip placement (Item 6) for separation walls up to 44 ft high. Space clips as described in Item 6A for upper 24 ft. Remaining wall area below requires clips spaced a max 5 ft OC vertically between wood framing and "H" studs. *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc. Copyright© 2003 Underwriters Laboratories Inc.® iAIRSPACE U3"/4' MINIMUM) 5 E C T I ON A -A 111= II -011 2' "USG" H -STUD 2x4 STUD WALL- —{t --------------- OF SEPARATION WALL 1/2" GWF3 I I' "USG" GYPSUM LINER PANEL --- (SEE SEPARATION WALL DETAIL THIS SHEET) EXTEfR10fR INTEf < --VINYL SIDING OVER APPROVED HOUSE WRAP EXTERIOR SHEATHING 2" 'USG" C -RUNNER SECTION N.T.S. 0 Q r• Bposlto, r- r— C h �e e k z a in & IF__ W Z Aobt1C m ® ILL Inc. 01 0 0 Archlter%t^ ZD0 4540 Southside Blvd, C suite 502 (n Jacksonville, FL 32216 12 (904) 641-66449 LU ��. Z LU Q II-) Ito �•.�� - Q Ci t t � v w /U) FL Lic. N4,, �i�t®r 964 Q Fred` RCl�eek C X Lil LL � o � Z N II � U 0 Q W LU U � W_ V � • Cn JOB:'. 055535 0 DATE: 2-3-05 Z DRAWN- G5 C44<D: IL' 155UED: IO REV15ED: W (n W W J © COPYRIGHT 2004 E5PO5fTO, CHEEK E ASSOC,, INC. 0 DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRE65 WRITTEN PERMISSION AND CONSENT OF FBF'OSITO, CHEEK AND ASSOC., INC.. NOR; SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN I-ERM155ION AND CONSENT. 1112-11IN 5-chodEZ CJ- DECOR BRACKET VINYL SIDING VINYL SIDING 12 12 4 RIC-cNT SIDS ELEVATION 1114" 0 DECOR 51-4UTTERS (TYP) VINYL SIDING DECOR BRACKETS VINYL SIDING 2 STORY I" IODEL ENTRY LEFT 2ND LEVEL. r 14 VINYL SIDING FIN FLR 2ND LEVEL BRC:; MAIN 8' -Iia' 7-1, FIN FLR 1/4" B) (C 2 STORY MODEL SEPARATION WALL ENTRY RIGHT FRONT ELEVATION "A" I� 12 4 BRG �-. MAIN �eI01-011 2ND LEVEL r '-1' 14 DECOR 5HI1JTTERS (TYP) VINYL SIDING FIN FLR BRCS - DEGOR BRACKETS VINYL SIDING FIN FLR 1►� 1/4 ►' 2N1) LEVEL 9'-5.1/ MAIN S'-lli8" MAIN 0'-0' x JOB#: 055535 LU .�� W DATE: 2-3-05 n "ItO Espos" X Chk z 0 C r-4<rD : ❑ LU IssuED: z Assoc a. c m ® LL- _In Inc. U m (S) z 11 -- CA c'O Architects LU U •d � � U 0 4540 Southside Blvd. C suite 502 cn Jacksonville, FL 32216 ❑ (904) 641-6649 LU O ��r►rrrrrrriir ��. L.LJ o• •r U mow!{ • r � 1^) L i S •«•s•�r•rr� FL Lic. N6-.,,►A00.("'f�4 Q L" U CV • x JOB#: 055535 LU o DATE: 2-3-05 � � DRAWN: C5 IL C C r-4<rD : IssuED: LU O U) REVISED: U O (S) z 11 -- CA LU u •d � � U O � Q U 7E z 111 v .Y Q LLI LLI J U U L U CV C� W © COPYRIGHT 20014 ESPOSITO, CHEEK 6 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND A550C., INC.. NOR SHALL THESE PLANS BF ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PFRM155ION AND CONSENT. 1112-11IN S-C-h0dd U- JOB#: 055535 z DATE: 2-3-05 DRAWN: C5 C C r-4<rD : IssuED: ❑ W U) REVISED: w 11 -- LU Q U Q O z O • © COPYRIGHT 20014 ESPOSITO, CHEEK 6 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND A550C., INC.. NOR SHALL THESE PLANS BF ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PFRM155ION AND CONSENT. 1112-11IN S-C-h0dd U- LEFT SIDE ELEVATION "A" 0 VINYL SIDING 2ND LEVEL r1h I7'-7" IN FLR J 2ND LEVEL 3RG MAIN G<ET 11 _ 11 _0 1/4 II C B A 2 STORY MODEL 2 STORY MODEL ENTRY LEFT SEPARATION WALL ENTRY RICHT 12 2 MAIN m' -o" . W r• Esposito, r__ Cheek z 0 0& F— W Z c Aso.® U_ IncurO LO Architects LU D 0 4540 Southside Blvd" C suite 502 cn Jacksonville, FL 32216 (904) 641-6649 LU 0 ��1111�rr, Z LU 7th a .4� n -� _ FL Lic. N FredR�_M)-Gk _...---- -------- JOBS: 055535 � VINYL 511DIN6I VINYL SIDING; DATE: 2-3-05 DFRALUN: C5 LL__ -ILA _ _._ GHfCD= C� _.. .... FIN FL,R MAIN V-0° �55LIED: ❑ W U) REVISED: W 2 F-- R E �/� `--'c R rzLEVATION I I I I 1/4 1 I I I W J 0 0 0 ❑ © COPYRIGHT 2004 E5PO5ITO, CHEEK 4 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWING=S ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC:- NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING, SAID WRITTEN PERh11551 N AND CONSENT. 1r1z%rii� �ch�da� �� x� LLIo o � � o � � Z LL_ (Y O U L vJ z cr � -A u � � 4 E3RG _ 2ND LEVEL IT -i" O 111 (1) Q -VINYL 511DING; -A Lid c). 7 U ul FIN FL.R _ 2ND LEVEL E3RG MAIN _...---- -------- JOBS: 055535 � VINYL 511DIN6I VINYL SIDING; DATE: 2-3-05 DFRALUN: C5 LL__ -ILA _ _._ GHfCD= C� _.. .... FIN FL,R MAIN V-0° �55LIED: ❑ W U) REVISED: W 2 F-- R E �/� `--'c R rzLEVATION I I I I 1/4 1 I I I W J 0 0 0 ❑ © COPYRIGHT 2004 E5PO5ITO, CHEEK 4 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWING=S ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC:- NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING, SAID WRITTEN PERh11551 N AND CONSENT. 1r1z%rii� �ch�da� �� r ALONG RAKE PLACE DRIP EDGE ON TOP OF UNDERLAYMENT pi;CK 2" MIN SIDE LAP -3ro' WIDE UNDEFRLAYME;NT INSTALLED WITHOUT WRINKLEE5. USE ONLY ENOUGH NAILS TO HOLID UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES NON -CORRODING METAL DRIP EoGE MIN END LAP ALONG EAVES PLACE UNDERLAYMENT ON TOP OF METAL DRIP EDGE lel `4DEfRL t T l ENT 1/211= ]I–Oil 4:12 or GREATER SLOPE PLACE SHINGLES tea' OVER EAVE AND RAKE EDGES TO PROVIDE DRIP EDGE ALONCz RAKES, CEMENT— SHINGLES TO UNDERLAYMENT AND EACH OTHER IN A 4' IUIDTH OF A5FHAI_T PLASTIC ROOF CEMENT NON-CORROD INC MTL EAVE DRIP TRIM 6'-1'FROM END OF FIRST SHINGLE �_ ��• .`vim TRIM TABS ALL STARTER COUIR5E SHINGLES &TA1 TER GOUReE PLACEMENT 1/211= P-011 PLACE SHINGLES - CLOSE TOGETHER BUT 00 NOT CROWD ALONG RAKE5, CEMENT SHINGLES TO UNDERLAYMENT AND EACH OTHER IN A 4' WIDTH OF ASPHALT PLASTIC ROOF CEMENT NON-CORRODIN[ MTL EAVE DRIP "-<001 40 \--PLACE SHINGLES fie' OVER EAVE AND RAKE EDGE5 TO PROVIDE DRIP EDGE F 11,5 I COURSE 1:'LACF=t-1 N I 1,/2 11 = 1 I o II 111/2 " to 121/2 ' to 11/2 " m m m m cvl 0 m m 111/2' to 12112 I"t<OII� 6HII`Ir-:;LE NAILING; 3II_ 11_011 WALL PL A5 f Nr 11/2 " TYP GYP E51 1/2' GYF R-13 B, %LL SHEATHING {TERIOR FINISH ,/ER AIR INFILTRATION 4RRIER ( SEE DETAIL) HTAL FLASHING IAIL TO ROOF DECK X WALL SHEATHING) AP SHINGLE - DO NOT NAIL. STALL WITH ROOF CEMENT 4INGLE SOFFIT II _ 1 I - o II R-30 BATT INSULATION FIBERGLASS SHINGLE ROOFING OVER 15" FELT OVER -1/16" OSB OVER PRE -ENG WD TRUSSES 624" OC INSULATION BAFFLE BETWEEN EA TRUSS HURR GLIP 'm EA TRUSS (SEE STRUCT. DWCGS) (2) 2x4/(o PLATE 12 5YP ALUMINUM DRIP OVER VINYL CLAD 2x6 FASCIA FULL VENTED VINYL SOFFIT SET IN CHANNELS PER MANUR SPECIFICATIONS VINYL LAP 51DING OVER TYVEK HOMEWRAP OVER x/16' 055 OVER 2x4/(o 5PF STUDS Q I&- OG 11 = 11-011 f P-,,OOF FL AN 11 A 11 fSEPARATION WALL 1/4 11 _ 11-011 Espadt to, X k 0 0 in LU z Assof..:k. m® CL LL. n c 0 Arch iLcu) 4540 Southside Blvd, ry suite 502 cn Jacksonville, FL 32216 ❑ (904) 641-6649 LU 0^^ .- -_ z - r' LU4 FL Lic. r4b'. doc '. Fred 'fie • X� a Z IL LU U C� z 4-- F-- II � o O 7E U � LLI LU 0 U L N VJ JOB#: 055535 DATE: 2-3-05 DRAWN: C5 CH<D. ISSUED: REV1SED: © COPYRIGHT 2004 ESPOSITO, CHEEK 4 ASSOC., INC. DESIGNER HEREE3Y EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESGN5 AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPO51T0, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERM155ION AND CONSENT. '0 v z LLI LU J Q U F- 0 z O ❑ F I. FOUNDATION 15 DESIGNED FOR AN ASSUMED 4. HEIGHT OF ALL STEP-DOWNS SHOWN ON MINIMUM SOIL SEARING PRE55URE OF DRAWINGS ARE MINIMUMS and MAY VERY 2,500 P5F. IT SHALL BE THE CONTRACTORS AT BUILDERS OPTION AS REQUIRED BY RESPONSIBILITY TO VE=RIFY THAT THE SOIL SITE CONDITIONS WILL SATISFACTORILY SUSTAIN THIS LOADING. 2_ (4') 2500 PSI CONCRETE SLAB W/ (ox(o 10/10 WWM OR (4') 2500 1=51 FIBERMESH CONGRETE SLAB OVER (o ML POLY- ETHELENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL (TYP) 3. VERIFY LOCATION OF ALL INTERIOR LOAD BEARING PARTITIONS W/ TRUSS ENGINEERING DRAWINGS and PROVIDE THICKENED SLAB AT ALL LOCATIONS (SEE DETAIL) I)ETAIL/SE(7,TION NUMBER I S DETAIL PAGE NUMBER 5, VERIFY LOCATION OF ALL PIPING and CONDUITS REQUIRED BELOW SLAB. BEE FLOOR PLAN FOR ALL PLUMBING FIXTURE LOCATION5. MINIMUM STEP DN DISTANCE 4' DENOTES -STEP DN OR "\' RECESS IN GONG 51_AB © COPYRIGHT 2004 ErSPOSITO, CHEEK d ASSOC., INC. DESIGNER HEREBY EXPRESSLY RE5ERVE5 115 COPYRIGHT AND OTHER PROPERTY D NOTES -SLOPE CONC SLAB 1/5' PER FT (MIN) zACK W/ AULK BED - SLOPE CONI. at 1/0"/FT MAXIMUM / �f cTi1G7v F.ii1r'tiCl nB 7 Gt'/'1GY M/'11'-lil nc POUNEDAT(ON LAN IIA11 ARCHITECTURAL MONOLITHIC, 1/411= 11-011 � v°. OITF;�j,yr FIt;�H EW oil 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 signature of the City of Atlantic Beach Building Official prior to Um IS ncs of # Building Pormll Approved Or. �,•--f CITY pF qml�.,. E;A7H BII MAR 0 .I ?005 BY: ......w...... 114 ,.�. ESE DRAWINGS. TTHESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR 51HALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRS .�w11 ENTRY RIGHT ENTRY RIGHT UU r• Espos"Ito, Cheek r� Z 0 SEPARATION WALL 0 LU& II'lZ AssocC 0 - cHiCp : U_ Inc. 0 0 0 40'-0" 1 W Architects Lu REVISED: ZD r04 20'-0' 20' -0" 4540 Southside Blvd, C suite 502 cn Jacksonville, FL 32216 0 (904) 641-6649 LU 01 2'-0" S'-0" 10'-0" 10'-0" W S'-0" 21-oll U`rl kv �•C FL Lic. No Z�00.02$64 Q Fred R, Cheek Q 4'-0" 4'-0" • Z 41-011 41-011 �, 0F h-01 4" - - 3,4' SGD R GGE53 }/4' SGD RE CGE55 A2 I A2 67 HE3 I I HB � I SLP I I I I SLP I t� 4" I 1 o l FSL� I `SLP I I I I I I I I I NOTE!!! ROOF TRUSS ENGINEERING WAS NOT AVAILABLE m I ' I m PRIOR TO ISSUANCE OF THESE CONSTRUCTION I I DRAWINGS. VERIFY INTERIOR ROOF TRUSS BEARING WITH THE ROOF TRUSS ENGINEERING PRODUCED SPECIFICALLY FOR THIS PROJECT. .J I I -0'-4' NI I HB HB I tr -0'-4' cv (MIN) �r � I 12. o„ I 12'-6' I __j 2'-6" 5'-0" 5'-0" 21-611 20'-0" 20' -0" 40'-0' POUNEDAT(ON LAN IIA11 ARCHITECTURAL MONOLITHIC, 1/411= 11-011 � v°. OITF;�j,yr FIt;�H EW oil 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 signature of the City of Atlantic Beach Building Official prior to Um IS ncs of # Building Pormll Approved Or. �,•--f CITY pF qml�.,. E;A7H BII MAR 0 .I ?005 BY: ......w...... 114 ,.�. ESE DRAWINGS. TTHESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANCED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR 51HALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRS .�w11 LU CA CID W, J05*1: 055535 Z UU r• Espos"Ito, Cheek r� Z 0 DRAWN: GS 0 LU& II'lZ AssocC 0 - cHiCp : U_ Inc. 0 0 0 W Architects Lu REVISED: ZD 0 4540 Southside Blvd, C suite 502 cn Jacksonville, FL 32216 0 (904) 641-6649 LU 0 „i 1111111,, , Dr W U U`rl kv �•C FL Lic. No Z�00.02$64 Q Fred R, Cheek Q 0 • LU CA CID W, 0 OBTAINING SAID WRITTEN PERMISSION AND CONSENT. Cf- J05*1: 055535 Z DATE: 2-3-05 DRAWN: GS cHiCp : Ly ISSUED: 0 W W REVISED: w I— W J Q U Q 0 Z 4�L 0 0 OBTAINING SAID WRITTEN PERMISSION AND CONSENT. Cf- r TT f -f I COAL Ur- I WU AREAS Ist LEVEL LIVING: 66,14 * 2nd LEVEL LIVING: 6602 0 OTHER NA TOTAL LIVING: 12166, GARAGE: NA LANAI- NA ENTRY: NA STORAGE 26 0 TOTAL UNDER ROOF: 1242 0 ABBREVIATIONS ABV ABOVE AC AIR CONDITIONER AFF AE30VE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CA55 CA51NET5 CL CEILING LINE CLG CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COMP GOMPRESSOR GRN GROWN MOULD ING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE [D114GDIAGONAL � DR DOOR DRY DRYER SPACE DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT CIHANGE) FLR FLOOR FP FIREPLAGE FR FRENCH DOOR FXD FIXED FXT FIXTURE GL5 GLAaS HB HOSE BIB <5 KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MG MEDICINE CABINET MIR MIRROR MTL METAL OHC OVERHEAD GAB5 OPNG OPENING OPT OPTIONAL Ras CLOTHES ROD and SHELF REF REFRIGERATOR SPACE SD SMOKE DETECTOR 5DLTS SIDE LIGHTS SGD SLIDING GLASS DOOR 5H (2) SHELVES (QUANITY)' SHWR SHOWER SOAP SOAP DISH TB TOWEL BAR TPN TOILET PAPER HOLIDER T45 TUB and 5HOWER TEMP TEMPERED TOB TOP OF BLOCK (CMU) TR TRANSOM VOL VOLUME WG WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WSH WASHER SPACE A B 2 STORY MODE 2_5TORY MOIDEL ENTRY LEPT SEPARATION WALL ENTRY RICHT 4o' -o" 20'-0" 20'-0" 9'-0 1/2" 4'-9 1/2' 4'-9 1/2" 91-01/211 6'-0" 2'-0' '51-01 2 2&1.ON 2'-O" fmA IO 2 PATIO � I , 3030 SH 410 3030 SH ro06oS SGD (6'-1011/2" HDR) (6'-101/2" HDR) ro0ro8 SGD OHC OHC OHC OHC I �� 13acc�55� �'�1/L-J L-� r -J L --Ji \\°a BASEGAB I �_ 10' EXTENDED j SINK I T I SINK 10' EXTENDED COUNTEFRTOP > i f– — I O O I _ i N COUNTERTOP HB IN INC DW ' �Q I I Wp ' DW '; E) IN INC: NN HB 5' cLG � L_ - - � (3C 10 I �I 0 - J a' cLC KITCHEN 3 KITCHEN IL s' GLG � � Q Io of 8' GLG �- VINYL VINYL (0'-4 1/2' 41-01 2'-I1" 6v'-& 1/2' 12' 2' I 6'-6 1/2" - 2'-11" 4' 0° �'-4 1/2" I z-� fFZ F .1 O O r REFI m 20ro8 I I I I I I I 2d&_5 N a 5TORAGE r3� 5w - - - - L - - - - -� STORAGE a 1 8' CLG OHG OHC S' CLCD N L----� L— — J 2'-S 1/2" 3'-8" `~' 1 I I I 3'-8 Jit' -•8 1/2" u WH UNDIwR WH UN ER x6 1D� STAIRS r 1 STAIRS �6 - 2x/o V__ -- -�� -- ti(D STOR I Stas �c4 r r N I T� cv I i 3'-O" ,5'5"1 31-01 --14 ----- 71 _ - - N�� ----- 3 1/2° I 42'H viz WALL 42"H viz WALL R 1/2' I POWDER W cAP W CAP F=F_:)ER a / i m m I / ASC aco p_ - �s 3 Aic 1 8 I sn I COMP I .9 VINYL w CLG'1,`� -� UP UP 8 8 GLCx ) GDMP I _ ' m Ll- VINYL .J � / ccr I m I N m I I c �--=- r- ____� p} R85 NN 4'-11 3ro'H 1/2 36'H I12 4'-1" i - - - WALL W GAP WALL W CAF' 4 - 1 `- �`; rn i 20665 SHWR 1 SHWR 210668 i m I I A10 2.. 2" QT:7 3 1/2" 4'- 4'-3" 5'-2 1/2" 5'-2 1/2" 4'-3" 4'-0" 3'-3 1/211'-1" cv '"C ? cv I I m, o EAT 1 G�E AT . 0 � r � r I I ' I I I 1 I I \I LINE OF 3068 ENRTY HB 3OF72 5H 3052 SH HB 3066,8 ENRTY LANE or - CANT I L F VE RE D r -CANTILEVERED JI (60'-1012" HDR) (�'-1011/2' HDR) I<-�--CANTILEVERED " cti N 2ND LEVEL L - - - - - - - - - J 2 I - - - - - - - - J 2ND LEVEL iv cv 101-0, AIO 101-01 4' CON SLAB 4' CONG BLAH I I I I I I I 1 I I I I 2'-ro" El.ON 1 12'-4" 12'_4' 1 r� 011 2'-ro' I 1, ------------------------------------------ ____--------------------------------- 5'- O 10' -0' 4'-10" 4'-10' 101-01 201-01 201-0" SEPARATION WALL let LEVEL FLOOR PLAN "All - 1/411= 111/011 • CW �= G r• Esposito, x INN- kChee 0 0 0& INNNN_ W Z ^^Oe%c O® H In� 0 o -o" L0 0 Arkin0 0 4540 Southside Blvd, � suite 502 ) Jacksonville, FL 32216 ❑ (904) 641-6649 � �0 z ' W FL Llc. ."A 4k,00 Fred R. Che._ X� U) JOB#: 055535 O Z DATE: 2-3-05 ILK D�'AIllN: GS 7E u � ISSUED: ❑ z CV � H i - u � � J /Q V U 0 3 0 Q � 1LU z U _ N LLI I (� LLJI (V • © COPYRIGHT 2004 F5POSITO, CHEEK 3 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOFVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BF ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. 1112-1 IrIY 5-chejdtt CJ7 U) JOB#: 055535 Z DATE: 2-3-05 D�'AIllN: GS C CHfCp: ISSUED: ❑ U) I�EYf SED: w J /Q V 0 3 0 Z 0 © COPYRIGHT 2004 F5POSITO, CHEEK 3 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOFVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS BF ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. 1112-1 IrIY 5-chejdtt CJ7 2_ STORY MODEL ENTRY LEFT 2 STORY MODEL SEPARATION WALL ENTRY RIGHT 40'-0" 6'-7 1/2" 13'-2 1/2' 13'-2 1/2" 6'-1 1/2" 6'-5 1/2" 6'-9" 2" 2" 6'-9" 6'-5 1/2" 2 4052 5H A10 1 4052 SH 101/2' 11DR) Cra'-Im1�Z" HDR) a �5' CL CLQ ? 6 W � � L �. _._. T — — O IJ�Jl `� � Alm O 1�J1� � � R¢5 Ra5 8' GLG S' GLG (P NOTE: VERIFY I NOTE: VERIFY m TUB R.O. W/ TUB R.O. W/ - CONTRACTOR CONTRACTOR 7 Q 61 �4'- 0 1/2' 5'-6 1/2" 3'-i 1/2" 3'-1 1/2" 4'-9" 4'-10" C:j 8 �N BATH`3 2" z" - z E3�4T1-i #3 e `'�s� S' GLG -1 VINYL VINYL J 17 1 15 10, 13 12 1 1 10 11 1 1 1 1 r- (L ,^ Nr LL DN Y U LL ,y� N U7 � � �V r 6' 14 R IL rn I 3 "H D I S ;�ry r1 1 z M 2" i2 WALL 42'11 �. WALL= N r — rl I I I N / AP W/CAF=,I� I I I • I I}I alLAUND r r 1 4" `" I 1'-4° r v LAUNDI� I]I I um — � 5' CLG `� > I I m I I 1 �' S' CLG L — I mu Q r1 VINYL � - VINYL r n RasI° INI I N -- -- ul I — J 2665 �•, 0 m TM - m �„ 2665 — 1 u 2668 2668 N N R4S I� /� F_ � 7 Ras 73 IXA"U1 1 I =1XI " N N N "' 2665 IL 1 �9 ��' 13 .9 L_ 26ra8 C4 _2s 1 1/2' NN 3'-0" 2'-3 1/2" 2'-S' 4' -ll" 2- 3'- 2' 4' -II" 2'-5" 2'-3 1/2" 3 -4" 3'-0" 3'-i 1/2' m 5 ED *12 m 8' GLC 8' GLCr E3 E D *12 a' GLS I 8' GLG 3052 5H 3052 5H p cv C6'-101/2" HDR) 2 (6'-101/2' HDR) N 3052 SH 10 A 1 3052 SH (6'-101/2" HDR) I ((0'-1011/2' HDR) m 91 9 6T, f fP, NOTES 1. 05) EQUAL RISERS AT 1-9/16" EA (13) EQUA!- TREADS AT 91/2" W/ 1" NOSING EA (TOTAL TREAD DEPTH TO BE 101/2" MIN) 2. TREADS 51-4ALL BE 2x12's GLUED and N411LED (RIPPED DOWN AS REQUIRED) 3. RISEERS SF�ALL BE Ix8's C -SLUED and NAIILED (RIPPED DOWN AS REQUIRED) 4. LANDINGS SHALL BE CONSTRUCTED OF 2x8"s a 16" OC and DECKED W/ 3/4" T4G PLYWOOD GLUED and NAILED 5. STf;;�INGERS SHALL 5E 2xI2's EQUALLY SPAGED (TYP) 4540 Southside Blvd" � suite 502 cn Jacksonville, FL 32216 (904) 641-6649 LU 1yl�ilj �- O �? w " 1 •AVS I J ,* FL Lie. 4, M1 �4 ,. Fred R. C ` eek • Xul� 4'-10" 5'-0" 5'-0" 5'-0" g 9'-10" 10'-0" • O 20'-0' 20'-0" J0�3#: X55535 DATE: 2-3-05 tu 40'-0'1 u L SEPARATION WALL GNICD: Z C�1 � u � � IJ --II U) REVISED: w 111 C� � Q LLIU W J LLI "t Q U N cn 5'-0" 5'-0" 4'-10" 4'-10" 5'-0" 5'-0" 5'-0" I0'-0" 9'-10" 2 9'-10" 10'-0" • 20'-0' 20'-0" J0�3#: X55535 DATE: 2-3-05 40'-0'1 DRALUN: C5 SEPARATION WALL GNICD: ISSUED: LU U) REVISED: w 2D LEVEL PL00fR FLAN I `� 1111 1/411 - 11-011 W J Q U cn Q O z O • Q COPYRIGHT 2004 E5P051TO, CHEEK d ASSOC., ING. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWIINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERM15510N AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC.. NOR SHALL THESE PLANS 5E ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. m2_1111Y Sc�hEvdel. C)'