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SCHEIDEL CT 1113 • B � � Q ATTACH 2" METAL TRACK TO DECK PLYWOOD SHEATHING 0 OF SEPARATION WALL PRE-ENG WOOD ROOF TRUSSES CC Q C "FLAME CONTROL" 010-10 i r♦ INTUMESCENT COATING Bposlto , APPLIED PER MANUF SPEC TO UNDERSIDE OF , DEGKINC� AND TRUSSES 4'-0" MINIMUM FIRE CAULK 7, T HORIZONTAL DISTANCEZ FROM BOTH SIDES OF >< Cht-%ek 0 5EPARATION WALL Q CONTINUOUS CONTINUOUS L1J BEAD OF BEAD of Z Z ACOUSTICAL ACOUSTICAL C CONTINUOUS FIRE-CAULK SEALANT ALIGN TRUSSES WITH INSIDE EDGE SEALANT SEALANT m BETWEEN TOP PLATE AND 5HAFTLINER, OF FRAME WALL Ass o c. EACH SIDE ® V— rF3 5EALANT IDTA I L e I �L. 1 .S. ail Inall,42 5 � E3 Archlteuo%ts Lu A25 Q 1/2' TYPE 'C' or 5/8' GYP BIRD Q GLG C R-30 FIBERGLASS BATT INSULATION 'THERMAFIBER' INSULATION FIRE BLOCKING Fire Resistance Ratings - ANSIML 4540 Southside Blvd,263 suite sid to December A5 REQUIRED Design No. 0336 FL 3221 b C)December 06, 1996 Jacksonville, ,063" USG ALUMINUM ANGLE CLIPS Exposed to fire from separation Wall side only (904) 641-6649 LL SPACED AS REQUIRED Nonbearing Wall Rating-2 Hr I` Finish Rating-120 Min ��•' A SEPARATION WALL: (Max Height-44 ft) �.` .••••.- 1. Floor,Intermediate or Top Wall-2 in.wide channel shaped with 1 in. long legs Not VaCI • •• J� formed from No.25 MSG galy steel,secured with suitable fasteners spaced 24 in. • F� t7 = 1/z' GYPSUM WALL BOARD OVER °C Permi is \� U 2X 025PF WOOD STUDS 1@ 16" O.G. 2. Metal Studs-Steel members formed from No. 25 MSG galv steel having"H" Without �Q -shaped flanged spaced 24 in. OC;overall depth 2 in. and Flange width 1-3/8 in. t� l d liner llb k hi f 1 i l T Board*B Gypsum ypsum oar -Two layers on.thick gypsum wallboard panes, Slgnatur 4(nr R-11/19 FIBERGLASS BATT INSULATION 3 supplied in nom 24 in. widths.Vertical edges of panels friction fitted into"H" Seal, an '•, ���, �• -shaped studs. �,� . CANADIAN GYPSUM COMPANY-Type SLX. 1 3 " FL Llc. No. AA0QQx ,1.:W '"Q 1 AIR-SPACE, !30TH aIpES ( /4 MIND t (2) USG BRAND I' GYPSUM LINER UNITED STATES GYPSUM CO-Type 5LX Fred R. Cheek ' PANELS INSTALLED PER UL-1,1336 USG MEXICO S A DE C V-Type SLK. 23/32" T4G PLYWOOD SUBFLOORINCr • (2) 2' U5C-r G-RUNNERS GLUED AND SCREWED OVER &2e, SPACED AS REQUIRED PROTECTED WALL: (Bearing or Nonbearing Wall) PRE-EN6 WD PLR TRU55E5 4. Wood Studs-Nam 2 by 4 in. max spacing 24 in.OC. Studs cross braced at 51M 2X SILL PLATE mid-height where necessary for clip attachment. Min 3/4 in. separation between 1� ACOUSTICAL SEALANT, BOTH SIDES wood framing and fire separation wall. 5. Gypsum Board-Classified or Unclassified*Min 1/2 in. thick,4 ft wide,applied Q 77either 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 C� CONTINUOUS FIRE-CAULK SEALANT c R-30 SOUND RATMIDD compound. II tl Z 6.Attachment Clips-Aluminum angle, 0.063 in. thick,2 in.wide with 2 in. and BETWEEN SILL PLATE AND FIBERGLASS BATN U SHAFTL INER, EACH SIDE REMOVED AT CLIENTS REQUEST 2-1/4 in. legs. Clips secured with Type S screws 3/8 in.long to"H"studs and with II 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 (u of 10 ft OC vertically between wood framing and"H"studs. f� 613. Clip placement(Item 6)for separation walls up to 44 ft high. Space clips as ICU ...,. :,.... .,.�.. . . : .,:.. .........__. described in Item BA for upper 24 ft. Remaining wall area below requires clips X U �-- spaced a max 5 ft OC vertically between wood framing and"H"studs. ~ *Bearing the UL Classification Mark 1/2" TYPE "C" or 5/8" B Reprinted from the Online Certifications Directory with permission from Underwriters THERMAFIBER INSULATION FIRE BLOCKING Laboratories Inc.Copyright@2003 Underwriters laboratories Inc.® GYP BRD 0 CLCc A25 AS FREQUIRED i o ACOUSTICAL SEALANT, BOTH SIDES A NOTE SOUND RATED ASSEMBLY, 4 �r �I U CAULK ALL PENETRATIONS WITH ACOUSTICAL SEALANT U.N.O. ro I/z' GYPSUM WALL BOARD OVER R-11/19 FIBERGLASS BATT INSULATION 2X "'!SPF WOOD STUDS 16" O.G. l U A I" AIR-SPACE, BOTH SIDES (3/4' MIN.) U II� LU CL ATTACH 2' METAL TRACK TO CONC SLAB w 6 3 6 W/ 4DE" OR EQUIV ANCHORS at 24' N 2X SILL PLATE W/ FOAM SILL SEAL O.C.D.C. MAXIMUM B © ACOUSTICAL SEALANT, BOTH SIDES 2" "USG" N-STUD Cn 2x4 STUD WALL- 4 ALL 4 t17 �---VINYL 5IDING OVER /n APPROVED HOUSE WRAP #. V T 5 _ 5 JOB . 045324 Q 46 ' EXTERIOR SHEATHING DATE: 11/9/ q a ----------�-- y> D FR AWN: D P 0 0 SEPARATION WALL 2" °USG" G-RUNNER CI—If[D: Lv AIRSPACE MINIMUM) �55uED: 0 01�= SEPARATION WJALL W Cn CONCRETE CxRADE BEAM E SECTION A—A f�EYf SED: Iw SEE FOUNDATION PLAN 1/2" GWE3 W 1" "USG' GYPSUM LINER PANEL J (SEE SEPARATION WALL DETAIL Q TH15 SHEET) 0 SEFAfR TICN LJALL LDE7AL 1 " 1 ' _ 0 ►' 2 Cn XT 1� 101� fNT )SECTION i�. . 0 a Q COPYRIGHT 2003 ESPOSITO, CHEF< 8 ASSOC., INC. DF516NER HEREBY EXPRESSLY RESERVES 1415 COPYRIGHT AND OTHER PROPERTY R16HTS IN TPE5F DRAWINGS. THESE PLAINS, DESIGNS AND DRAWINGS ARE NOT TO OF REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVFR WITHOUT FIRST OBTAININC. THE EXPRESS WRITTEN PERM15510N AND CONSENT OF ESPOSITO, CHFEIC AND ASSOC., INC- NOR SHALL THESE PLANS BE A5516NED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. 1 f ; i=.. IVE' CITY7)i I ti 1, r FiCH JAN 0 4 2004 I � j BY: ..__ .._- �._.. ...�_._.-�... TH15 DOCUMENT 15 AN -1 INSTRUMENT OF Q O Q ENGINEER'S SERVICE ' ILIFOR OTHERS FOR CON- a) u = STRUCTION OF PROJECT i Sw (2J2xro-v3 SW SW SW (z)2x&-I/3 SW z cu W A5 TITLED BELOW. INFORMATION DERIVED ca Q Z FROM THIS INSTRUMENT I I I I I I ,. ►� t- '�- � (�z U CAN NOT BE USED FOR IL----J L--, r--J L_..---JI � N � W W I I Q d OTHER WORKS UNLESS I ;-- U 111 LU AUTHORIZED B1' THE ' ' I �� ENGINEER WITHOUT INFRINGEMENT OF LEGAL 21 k-� --- I IQ �I ' _ ;I u RICxHTS_ 2x4 "2 SPF cl) 2x4 '"1 SPF ' �Q O 2x4 r2 SPF zx4 "1 SPF 5i O lli JU 0 RE DESCRIPTION STUDS 12 ' ' STUDS w C. " �t � D 1 II/5/04 EXP G Oi o5 m 12 o/c. i O/C. STUDS O/G. N cA Z� u I u 8 � LUip 2 _ 2 STORY MOREL 2 ST Y MD ----- I I I I 4 N Q ENTRY RIG14T ENTRY RIC,Wt __-__ I _ 1 ___-- I uDI Iyj ' -3 W W 3 00 � 4 - lli _ (L m ITJ S (L :3 0 0 17 L -i (yw o 5T2 ST2 ---- ---- Y Z v a - 2x4 "2 SPF 2x4 02 SPF � Q- � u m STUDS a 12" STUDS m 12" W lu 111 x O/G. O/C. C Q W in cv ■ = = m m !11 d Bu i Idem e ° u [L `� FirstSourco 2x4 02 SPF X X 2x4 M2 SPF Z � ? � � � � I I I i STUDS 0 12" ry (l) H5 is EACH FLOOR TRU55 (1) H5 m EACH FLOOR TRUSS n STUDS a 12" Q 1 z X 'br L ._. O/C_ TO TOPe. FULL DEPTH TO TOP iE. FULL DEPTH O/C. J A U A �. �.. of dacksonviile BLOCKING BETWEEN FLOOR BLOCKING BETWI=E FLOOR 5 U F- - - _ - - - - -. _.... - - -.. - - - - � _ T � - - T , � JOISTS AT WALL. J016TS AT WALL. [A m 0 � � � CIA � � _1 allST210 I _ Z 4 8/10 I I 6/10, I a' I e0 5T2 I I ST2 c� IF 12 12 _m� - a. ... ..: . `.._ '' L '� 6550 Roosevelt Blvd. I I I r T i Sw SW (2)MTS12'S OR (2) SW (2)MTS12'S OR (2) SW SW i N m _ an° ILI Jacksonville, FL 32244 ST2 ST2 I 3_� / MSTA24'S * F09 MSTA24's w 1709 L---- _ - ���/// L...--- --------- ----J ___._�..-.__- ____J � x fi Tel 904.772-6100 3'-5" 2 P 3'-2' '-2" 2' I" 3'-5" i0 -6" (2)MTS12'S OR (2) TO 2p1y 2x4 •2 TO 2ply 2x4 +'2 (2)MT512'5 OR (2) 0 m X - Fax 904.317-2835 J0 10 M5TA24'S a FII TO 2pl9 SPF POST w/ (U SPF POST w/ (l) M5TA2415 ,a, FIl TO 2ply ,) N _ I I I I _ 2x4 02 5FF POST w/ (1) WOOD•Tle ROD. WOOD+Tle ROD. 2x4 02! SPF POST w/ (1) ,11 � V N N rBLP I J I L I BLP 771 WOOD•tta RDp, WOOD•Tie ROD. u N �� i�a ► - - - - I 4- 16T FLOOR STRUCTURAL_ FLAN A 2 lY J L i 12 _ _ _ 1 F - - �� I J s1 II II u I I I I 3/l�Ca = 1 -fid z � � W m 5T2 II I- - J 572 o r - - - _� � N � --- n I i L�i I I I I I ��► q i m 5W SW SW --- I - _ I _ - I ---* I I v X o 9'-0" jg I L - - - ' r - - - J I h 3'-0" l I Ul tq ,k__-_� i a) n �-- --------2J w �-- I I 4" CONG. SLAB 12 I I 12 4" CONC. SLAB I I j (2)MT512's OR (2) (2)MTS12'S OR (2) (2)MTS12'S OR (2) (2)i•IT512'S OR (2) i0 I REINFORCED W/ REINFORCED W/ I °� MSTA2d'S T01 TO MSTA24'S �+ T01 TO MSTA24'5 -w T01 TO MSTA24'S s Too TO Y i ST2 EITHER 6x6 10/10 ST2 I I I ST2 EITWER 6x6 lollo ST2 . TOP iE w/ (1) TOP fE w/ (1) TOP fe w/ (1) TOP Il? w/ (1) VI U u N WLLM OR FIBERMESI-1 I I WU,M OR F15ERMESIA N 1 I WOOD'Tle IMOD. WOOD•Tle ROOD_ WOOD•Tle ROD. WOODMTie ROD. 0 p VI 2 IIff m I ON 6 MIL VAPOR I I ON 6 MIL VAPOR ' I ;► I X - p -----tl. cit I I m BARRIER OVER 12 BARRIER OVER 0 I j V '� `�' X I g/10 TERMITE TREATED, 1 ST2 TERMITE TREATED„ S/10 I CLEAN, I I CLEAN, I I V ST2 COMPACTED FILL. I I COMPACTED FILL. ST2 I I CN ---- III i , r- -L _ _ _. _.. .._.. ._.. ._... ..._. _._ - - � � - - - - _ - - - J � �JUA O CONVENTIONALLY VI U ° vlflA ' STRAP ALL SECOND N X o FLOOR ROOF � ry I I I I �, n __1 I r- n BEARING FALLS TO m .o _ _ J sT2 I 1 ST2 L_ _ _ J � i i ' i i i i ' i i BEAMS / HEADERS LL1 (� LLI -1 ST2 ST2 n� _� ►I rL n BELOW PER DETAIL l i i 5/STI, vl • w I I I I - - - I I I I 0 VI LI I _J ' _ l u V �A 0 O X U 2'w4aa 5'-0" 12'-6r 12' g■ 5'-0" 2''4cju ----- I\X�I I I I\x � �- 20'-0" '10'-0r - 1�1 w (2)MT512'5 OR (2)MT512'5 OR �+j u W (� (2)MSTA2415 m (2)MSTA24'S 0 Z Q T01A TO 2ply T01A TD 2ply Z (�j (2)MTSI2'S OR (2) 2x4 "2 5FF 2x4 01 SPF (2)MT512'S OR C2) w p u- 1 MSTA24'S sa T01A TO P05T w/ (2)40" P05T w/ (2) 48" MSTA24'S 19 T01A TO d) m Q Q _ 2ply 2x4 02 5FF POST C516'5 9 BASE C51ro'5 ,w BASE 2ply 2x4 *2 $F'F POST _ � z w/ (2) 48" G51ro'S g TO HDR TO WOR w/ (2) 48" CS16'S is IL m Ul BASE TO HDR BELOW. - BELOW. BELOW. BASE TO HDR 33ELOW. CR Z ` FOUNDATION PLAN z z DRAWN BAM 51 3/1(0 11 11-0 11 5w sw sw �; � pQ CHECKED LAP - - - -- � SCALE 3/16 Q 3 2ND FLAOOR STRUCTURAL FLAN Joe No.L DATE Baa 464 SI 3/1�11 - 1 _SII STRUCTURAL ENGINEERING FOR USE WITH TRUSSES BY BUILDERS FIRST SOURCE. 5QFT. 2432/2484 END ZONE PRESSURES A as END-ZONE COMPONENTS $ + COhIPONENTS 4 CLADDING PRESSURES - IN FEF COMPONENTS 4 CLADDING FRIESSURIFS(IN PSF)FOR GARAGE DOORS wITI-I ONE ENp uF'to 5' INTO AN END ZONE.(ALL PREssuREs NEGATIVE,EXCEPT AS NOTED) „ = CLADDING PRESSURES APPLY 1 n OPN'G END-ZONES INTERIOR-ZONE6 3 _5 ' AREA LENGTH(ISN KET)OF DOOR INTO END ZONE POSITIVE cA TO WINDOWS 4 DOORS IN = F.81ijIP1'PE (ems) POs.C+)NEG.(-) POS.(+) REG.(-) Doan s1zE 1 2 3 d 5 PREIRE ri' - HIGHLIGHTED AREAS - TYP. ., m pional•Erig:t d o 0-20 of 47b 539 4'lb 50."I LGR SGL�DOORS -47.6 --48.1 -48.9 -495 -50.2 +43.�1i 4 THE XDIM)=NSIDN ILLUSTRATES �•�'�Q. i��e§jji4X iii 20-50 of 46.1 56.8 46.1 49.1 THE MEASUREMENT OFF THE 50-I00 sf 43.E 52.2 43.1 46.8 16'_0° x 7'-0" 4 -455 -•45.'1 -45.9 -46.2 -46.4 +42.1 CORNER OF CORNER OF THE HOUSE WHERE r ' 4- y A r~ : "'l LGR DBL POORB rl t�5dllrc®C �� �� ] 100 sf J • wa r PAD FOOTINGS UP TO 30 x30 SHOWN AT THE FOUNDATION-EDGE MAY BE OMITTED IF A STEM-WALL FOUNDATION 15 USED M LIEU OF A MON(DLITWIG FOUNDATION. PAD FOOTINGS LARGER THAN 30 x30 ARE REQUIRED WITH EITHER ASTEM--WALL OR MONOLITHC 42.1 49.1 42.1 45.2 poO}�wlrFf BOrN E[NDs w.4N END ZONE MUST USE FULL END HOUSE END-ZONE (NOT INT-ZONE) � Y o III, ,' 14 - FOUNDATION. ADDITIONALLY, WHEN A PAD FOOTING IS REQUIRED WITH A STEM WALL FOUNDATION (IE 30"x30"), IT NEED ONLY BE PLACED EIITWER BELOW-CxRADE FOOTING OR IN THE SLAB, BUT NOT IN BOTH LOCATIONS UNLESS SPECIFICALLY NOTED AS SUCH. Exp.C,t20m,7h e51[d 55GC�,z To 30' ZONE P?RESSURE5 FROM C4C TABLE (TY`fl) PRESSURES SHOULD BE USED. ..�� ��F WOOD+Tie LEGEND PLAN NOTES CONNECTIONS 'Its F�� 4 ` w 1111111 NOTE THAT CERTAIN WOOD+TIs RODS MAY BE DELETED FROM THIS PROJECT BASED ON THE FOLLOWING: NON-LOAD BEARING WALLS 1) SEE SHEETS STi AND ST2 FOR ADDITIONAL STRUCTURAL NOTES AND CONNECTOR 1„1ETHOD OF ATTACHMENT . . THAT ARE NOT A 5HEAR•-WALL DO NOT REQUIRE WOOD►71s ROD INSTALLATION_ WALLS THAT HAVE BECOME LOAD SEARING OR EXISTING (2) 2x6-1 / 2 HEADER/BEAM CALL-OUT DETAILS. MSTA SERIES STRAPS CANNOT N TWISTED. H 2) THIS DRAWING CONTAINS SPECIFIC INFORMATION, INCLUDING BUT NOT MSTAIS (14) 10d Comrmons/Total. THEY MAY BE APPLIED FLAT AND/OR BENT SNEET`� LOAD BEARING WALLS WITH ADDITIONAL LOADING MUST HAVE WOOD'Tie RODS INSTALLED AS FOLLOWS: M6TA2 (i(e) 10d Comimons/Total. TO CONFORM/ACCOMMODATE REQUIRED MIMI NUMBER OF KING STUDS EACH SIDE OF OPENING LiMITED TO ARCHITECTURAL ELEMENTS AND DIMENSIONS, THAT IS OIG WOOD+Tie RC."�D TOIwi~�ANGES MST48 (48) 10dx1-1/2!"/Total. APPLICATIONS, BUT THEY MUST NOT BE ROOF TRUSS UPLIFT (LBS) UJOO❑*TIC ROD(S) - NUMBER OF JACK STUDS EACH SIDE OF OPENING PROVIDED BY OTHERS. BUILDERS FIRST SOURCE of JACKSONVILLE, INC GS16 (28) Sd or (2:2) 10d Gommons/Total. TWISTED. USE MTS- or NTS-SERIES "TWISTED EXTERIOR -TOLERANCES SIZE OF HEADER MATERIAL DESIGN CENTER (BFSDC) 15 NOT RESPONSIBLE FOR THE ACCURACY OF STRAPS" AT APPLICATIONS WHERE TWISTED 00-1000 RODS) iD 4' O/C (INTERIOR) OR 6' OIG (EXTERIOR). NUMBER OF PLIES IN HEADER THIS INFORI`1ATION PROVIDED BY ANY OTHER SOURCE. SPH4/ra/8 (12) 10dxl-1/2 .. SHOULD NOT MT512 (14) 106 Commons or IOdA-1/2"/Total. STRAPS ARE REQUIRED. of *1001-2016 ADD (1) ROD ADJACENT TO TRUSS. 3._0.. 1 3�_0i1 OVERRIDE ALL EXTERIOR HEADERS (2)2x6-1/2 UNLESS NOTED OTHERWISE 3) ALL REQ'ID BEARING LENGTHS SHOWN ON TJ-BEAM SOFTWARE OUTPUT �� *201-1 4 GREATER CONSULT DESIGN CENTER -- - - WOOD+TIE HAVE BEEN CONSIDERED IN THE DESIGN OF THIS STRUCTURE THROUGH A NTS20 (20) 106 Comimons or (24) 10dx1-1/2 /Total. 1 INTERIOR ALL INTERIOR HEADERS 12r1x6-I/I UNLESS NOTED OTHERWISE DESIGN BEARING VALUE ADJUSTMENT AND/OR THE ADDITION OF BEARING LGT2 (14) 16d Sink�rs/Each to Trurs and Stud Column. GUIDELINES WOOD+Tle RDD LOCATION_ OUTLINED PROPERLY RATED OPEN WEB TRUSS HEADER MAY BE USED BLOCKS. MGT (22) 10d Comrmons to Wood Member - 5/8" diameter or Larger Threaded Rod per Accompanying X A1�1�ROX IRATE XXBELOW IN LIEU OF SPECIFIED HEADER Notts on Pagte 51_ 1 ANY HEADER MAY BE REPLACED WITH ONE OF GREATER DEPTH DESIGN LOADS WGT�-2/3 5/8 diameter or Larger Threaded Rod per Accompanying Note on Page S RODS LOCATIONS ARE FOR DEMONSTRATION PURPOSES ONLY AND DO NOT REFLECT AN EXACT ROD LOCATION. UNLESS NOTED A. GRAVITY LOADS= HGT-4 5/8" diameter or Larger Threaded Rod per Accompanying Note on Page 51. OTHERWISE PROPER O/C SPACING (4-0" INTERIOR, ro'-0" EXTERIOR) SHOULD BE FOLLOWED. IN ADDITION, RODS 51HOULD BE LOCATED AT Sw« 5HEARWALL SEGMENT - REFER TO DETAIL F/5T1 AND/OR D/STI ROOF LOAD TOP CHORD...LL=20P5F DL=lF5F B. LATERAL LOADS: HTT16 (IS) lhd Sinkezrs to Wood Member - 5/8" dimaeter or Larger Threaded Rod per Accompanying CORNERS, PLATE HEIGHT CHANGES AND AT EACH END OF EACH SHEAR WALL (UNLESS REPLACED WITH APPROVED HOLD-DOWN5 PER BOT CINORD_LL=IOPSF DL=SPSF WIND LOAD - 1- I MPH Nate on Pa 1e Sl. APPROXIMATE WOOD Tis LOCATION SEISMIC ZONE - 1 g ,� DETAIL OLID. RODS SHOWN iN CORNERS MAY BE LOCATED TO EITHER SIDE (WITHIN 4") OF PROPERLY CONSTRUCTED CORNER POST OR FLOOR LOAD DL=15 PSF HTT22 (32) 16d Slnker8 to Woad Member - 5/8 dimaeter or Larger Threaded Rod per Accompanying OTHER SOLID FRAMING. SEE WOOD•Tle SECTION LL=40 PSF Note on Page 51_ filrlare.lti 3twnEr G'R� �ilriares�Er s EINRi diriare �I � Er EMRI IiIriare 10.0ark� -- EMRi dldam �'''�h°''' 'Ro EMRi iiiriarQA , ULOO✓ ,, Er WnYw G7Ri dinar Baw, alaww, Er F� ( 113 �111 o�- - -- MSTA24 W/(9)I0d/EN0,4;ON STUD (2)2x4 *2 SYP OVERHANGS IN EXCE85 OF 16" AND UP TO 24" THIS DOCUMENT IS AN ASSEMBLY(TYP 4 e HEADER,4 a SILL) BLOCKING(TTP) USE 2x4 SYP OUT LOOKER AT 16"o/c CLIP TO APPROVED TRUSS-TO-112 CONNEC70RS HEADER(SIZE DBL.TOP PL.WITH O)Prg W/(8154.OVERHANGS INSTRUMENT 01= _- _..._...-. - - - UPLIFTS ] PER CALI_OUT ON PLATE 16" OR LESS USE 2x4 SYP OUTLOOKER AT 24" ENGINEER'S SEfRVIGE 1116" APA OR TECO RATED UPLIFT lLBS) CONNECTION - - STUD WALL SPEGIFIGATICNS 1000 SEE ------------- 0-d65 !U N5 W/(4)Sd/END fE WT.!FT) STUD SCHEDULE Z PLAN)CT TRL IF 2NNE TECO NOL(2� BLOCK SHEATHING EDGsES o%WITH (I)PEP W/(818d FOR OTHERS F01Z CON- SNEAtHING ON ROOF DECUC -- -- -_.__•...-...••.,_ _ - STRUCTURAL STRUCTURAL 11 GCrUJEGTOR$ ----------�.,_ ..-__. ....,` - ----- - WITHIN 4' OF GABLE TRUSS 0-"145 !U NS W/15J lIDd x I-1r2"/j"NP_.-..-.-..... 0-JI-1 I/S' 2x4*2 SPF STUDS + 16"O/C HEADER PER STRUCTUR.41_ PLAN ALL FR.AMIWG, MATERIAL TO BE 2 P /6/S RATED WITH 8d NAILS AT 4"O.C.AT ---465-Wo (2)H5 W/(4)8d/END/EA m-10'-1 1/S" 2xd•1 OFF STUDS a IZ"O/C wl SYF' EXCEPT A5 NOTED. rl Sf LAYOUT IF SYS 42. P�IEATNIN[s IS NAILED STRUGTION OF PROJECT ALL SUPPORTED PANEL FASTEN SHEATHING TO FRAMING At 3"o/c EDGES AND 8"O.C. IN FIELD. ____745-1000 (2)W8 W/(5)IIDd x I-1/2"/£NL7/£A 0-II'-1 I/8" 2x4*2 SYP STUDS a 12"O/C !t GONER OF HEAD QP_>�AS$1=M@LY 4 ON EDGES,6" o/c IN FIELD W/8d. AS TITLED BEI OW- -- -- -- ' II II MAY BE USED IL.O. 2 5YF'ONI:,Y ILLTQ_ (6J 1-I/4"GALV.R00FIh1Cs 0-1000 ..,._(U 1416/H165 W/(10)10d x 1-Irl" TO TOP PL. 2x6 tl SPF STUDS a 16" O/C IF BOTH SIDE$ OF FRAMINCs 18 ER W/(ICU OF INI=ORMATION DE}zIVED NAILS a EACH SHINGLE TO__Lm-m-1000 !I)Mt6 2 W/( )loci x 1-1/21/END - 0-2-f Tom' 2x6 r1 SFF STUDS m 16" O/C 51 IEATFIED. GARAGE SPH4/6/8 4 32"o/G 9"o/c ad NAIL. a TOP E 70 WOR 11 11 FROM TH15 INSTRUMENT SI4EATIN6 IN THE EVENT THE CONCRETE APA RATED SHEATHING TO PURI.JN BOTTOM CHORD OF ALL ® (Z1 M$TA24 W/ CORNER OF CAN NOT BE USED 1=08 WB CONTRACTOR OMITSDDE THE (9)f0d/£Np/STRAP a EA GARAGE MATCH ROOF 5WEATWING TRUSS-70-IE CONNECTOR SEE TRUSSES WITH 1x4 SYP NAIL THROUGH APA RATED SHEATHING HPAWD22 EMBEDDED OTHER WORKS UNLESS PERPINDICULAR TO TRUSSES a INTO NO.2 SYP FRAMING W/Sci AT 3" STRAPS,IT 15 ACCEPTABLE END OF HEADER UNI]_ AUTHORIZED E3Y THE TRUSS SCHEDULE FOR PR$-EW;sINEERED ROOF 2411 O/C w/(3)loci NAILS AT O.C.AT ALL EDGES AND INTO EACH PLY TO SUBSTITUTE(1)MST45 II II CONNECTOR TRUSS OR RAFTER EACH TRUSS - URO. OF EACH DOUBLE INTERIOR PLATE,12" SERIES FLAT STRAP PER WALL SHEATHING SHALL BE 1116" 'SWEATHING Npi'D @ILY 2x*2 SYP DBL .TOP PL.(SLOPEP) ENGINEER WITHOUT 5PF STUDS I_ O.G.ELSEWHERE. HPAHD22.FACE MOUNT THE APA RATED SHEATHING WITH tad -� I II COVER LOWER IE OF TOP I>? INFRINGEMENT OF LEGAL ALL EXTERIOR WALL SHEATHING W f I W STRAP TO THE FOUNDATION NAIL5 AT 3 O.C.A7 ALL PANEL ASSEMBLY IF 21CzHT5_ SHALL BE 1/16" APA RATED SPW4/618 a 32"O/C OR FOR OTHER UPLIFT "ARPWARH WITH EITHER(4)1/2'0 EDGES AND e"OrG_IN FIELD A)V. PROPERLY 1/16"A1�A RATED SHEATHING WITH (2)2x4#2 SYP TOP 1E_ FAS N W/ SWEATHING WITH tad NAILS AT 6" WOOD•Tle RODS * 4' O/C AND CONNECTIONS,SEE TYPICAL EPDXIED ALL THREADS W/ (TYP-UN.OJ SHEATHING PANELS II II NAILED TOGETHER tad NAILS a 6"o/c ALONG ALL PANEL (2)ROWS loci a 1211 O.C.(URD.)MIN. - O.C.AT ALL PANEL EDGES AND w/3x3xl/8"WASHERS. WALL SECTION AND TYPICAL 4 1/4"MIK EMBEDMENT OR SHOULD BE ORIENTED II II 13)TRUSS CLIPS/STRAPS EDGES AND 8" olo IN FIELD. BLOCK RE pEc,�G}ZIF='TION 24"LAP W/(I2)I0ci IN LAP,$PW4/6/8 8"O.G. IN FIELD(TYP-URO- HEADER FRAMING DETAIL. (16)3/16"0x 1 3/4" TAPGON PERPINDICULAR TO FRAMING AASP ATTACH TQ[STH FR'5 1/2"GYP ALL E=DGES(CONTINUE STUDS 4 SHEATHING, a 32"O/C OR WOOD•Tle RODS * 6' SHEATHING PANELS SHOULD BE ANCHORS.FASTEN STRAP TO MEMBERS,UN.O. FOUND TO UNDERSIDE OF OUTLOOKER5) 1r1"�x 4-1/2" EMBEDMENT WEDGE !211x4 *2 SYP AT DOUBLE INTERIOR Tt SES/RAFTERS SHEATHING TO BE ORIENTED PEFRP. 1 O/C W/3,3x1/8" WASHERS. ORIENTED PERPINDICULAR TO ANCHOR5 OR EPDXIED ALL SILL (TTP) PRAMING MEMBERS IF EXTERIOR SILLS/PLATES/BLOCKING,NAIL STUDS W/C20 6 JACKS PER PLAN II II �QFt�R-tO-IE GOFWECTORS FINISH IS 6711CG0,UNA. THREADS ,@ 32"olo W/2,2x1/S" FIRST PLATE TO BECOND PLATE W/ TO FRAMING MEMBERS,URO. - WASHERS OR WOOD•tle RODS ++ MIN 3 KING STUDS EACH CEILING,WEIGHT VARIES [2)ROWS 12d CCMMONS At 8"ori. SIDE OF OPENING WHEN14 LENGTH CONNECTOR *2 SYP PT BOTTOM t1'_ w/ 4"o%.WOOD•Tle RODS a PURLIN BOT-OM CI MORD OF 3 5PH4/6/8 a 3Z" O/C OR INTERIOR SHEARWALLS ADD WPAWD22 W/!23)1&d TO USING 2x6 FRAMING,5 KIN£s SIDE PANEL HEIGHT TO STUD AgSMEBLY(2) STUDS EACH SIDE WHEN II ALL TRJ65E6 WITH IIx4 SYP o-1' (1)PW40,H16,QR Mum WOOp•Tle RODS a 6' 01C. EITHER 24"o/c SHOT PINS Q$16d WIDTH REQUIREMFJdTS PERPINDICU-AR TO -- -- - ----..---..-- - PER SIDE OF OPENING USING 2x4 FRAMING UN.O_ WOOD-Tie ROD (2)H5'S Qty HVS OR 1/2"0x1" El"tt3ED AB.w/2"x2"xI/8"WASH CASE HARD NAILS to 18'o1c. ANCW BOLTS) h(ft) MIN,w TRUSSES a Z4"O/C w/!3) 4 - 1' 14' --------- -- /1"ANCWOR BOLT AS C2"MAX FROM loci NAILS AT EACH TRU55 - AT 3Z"o%OR I/Z"0 IIIOOD•Tte RODS a OR T PINS 1' y_Iu JAGC/STUDS) 11 II MSTA24 W/!9)I0d (1)HI6 Qt3 MT512 Z PER TVP.WALL SECTION URO. II U NAIL5/END a EA.51DE OF .___.�....-.- -------------------.--_-- Co' O/C W/EITHER SHOT PINS a 24" O/C '2 SYP PT BOTTOM IF - PER TAIL E/$TI 6' I'-8 V2" 5 I'-5" WPANL722 NOT tQ'D 4" SLAB W/8"x811 THICK- II II d q ENA.STUD ABOVE * THIS LOCATION IF ENED EDGE W/CU04 HEADER 4 JACKS 70 7 14' SEE PLAN OR lbd CASE RDS a 8 O/C.JACKS'11'AND CONT.UNDER DOOR U U HEADER U E )Imd N L EuR MAY l K ----T 4' I'-Z I/1" WALL LE7J[stW 7 a©' U U Y =- r CS£E DETAIL 6/St2) FINISH U U TRUSS-TO-IE CONNECTION '' ■ •r 4.: • GRADE . A �..a a• a = CONNECTIONS: l£- PINI If q PEAK- TO II': 2x4 STUDS t 6 x 6 - WIA x WIA WWF -ALL CONCRETE MINIMUM GsRADE - -- - `"- TO 14': 2x6 SPF*2 FINISH 'r. OR PIBER^TES" _ ____ _w__ ------ - TO-STUD, +•. WATERPROOF BARRIER _ _ t _ _ I I - - 6TUD O_0440E-TO-FOUNDATION .� 45IDID PSI COMPRESSIVE TO 16': 2x6 5YP*2 GRADE ■E �•�' STRENGTH ®28 DAY$.• f1? 16': 2x8 SYP*2 FOOTING TO GE=AR ON UNDISTURBED SOIL WTT22 W/5/8"0 ALL FOOTING(SEE TYPICAL WALL SECTION) THREAD (5 1/2" - NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MONOLITHIC FOOTMG. INSTALL ANCHOR BOLT,IF USED,WITHIN 8"OF EMBEDMENT)(TYP) A REINFORCING ANp DIMENSIONING all OP PF DOOR SOPENING$ IN BEARING WALLS. SEE TYPICAL CONCRETE SECTIONS FOR D H ITIONA METAL CT O *Ale C O I O S P 5T1 TYPICAL WALL SECTION ST1 8W5 - SPECIAIL SHEAIRWAtLL DETAIL sT1 Y C C� DOOR OPENING DETAILsTl GA N A OON F AMIi�G TAI N 1/211 = 11-011 11 11-011 1/211 + 11-011 1/2" = 11-0i l' Builders -SWI 4 SM SWEAR WALLS REQUIRE MR 48" OVERLAPS Fi rstsou rte W/MIN.(24)J31x3"NAILS a TOP PLATE SPLICES OR(2) 2x4*2 6YP OUtLOOKER M5TA24'5 W/(g)Imd/END,CENTERED ON EACH SPLICE. •OVERHANG$ S 1611 a 24"Q/c W/(1)H5 a EACH of Jacksonville APPROVED TRUSS-TO-IE CONNECTORS ---- ----- a_ ___----------- STUD WALL SPECIFICATIONS NHADER PER STRUCTURAL K L t H RTO OPG ORD OF (CABLE UPLIFT(LBS) CONNECTION --- .. .._..---...... -- UPLIFTS E ----------- - - ---- -- •OVERHANGS 16" y 24" +• 16'o/G W/!2)N5 a 1;AG 1000 5££ ft HT.(FI)I STUD SCHEDULE PLAN 0R TRUSS LAYOUT BLOCK SWEA7WING EDGES OUTLOOICER TO TOP CHORD OF GABLE TRU55 . 0-465 (1)N5 W/(4)ad/END - -- --- -- NAIL TWROUCaH APA OR TECO RATED SHEATHING OJTI STI WITHIN 4'OF GABLE TRUSS _-.-- ----.- ----- .---..._--- STRUCTURAL 0=9'=1 I/8" 2x4*1 SPF STUpB a 16" O/G 0-945 (_I)HB.W/(5).10d_x I_I/2u/ENp_--.---_._ PLAR 0-10'-1 I%811 2x4 92 SPF STUDS a 12"O/C_-_ 1 1000 (2)HEP U1%!4)8d/ N17/ A -- --- - --- - -- - GJW# INTO NO.Z SPF FRAMING PER SHEAR FASTEN SHEATHING TO FRAMING Y t --._-- m-11'-I I/8" 2x44"2 SYP STUDS a 12"O/C WALL TABLE. AT 3"/6" O.C.W/tad NAILS. HS W/15J Imd x I-1/Z"/ENp/EA - m APA.OR TECO RATED SHEATHING,FASTENED TO (2AISTA24 W/(9)10d/END 5UILT-UP OR BOXED COLUMN MAY _ .. ---W1_ W/( -- - E _.E_..._ -------- 2x6 *2 51 STUDS 16"O/C FRAMING PER SHEAR WALL TABLE FROM BEAM TO POST � � T (D-Immo_ _lU NI6 416 W/(Im)_lmd x I-1r1"?O TOP PL. __- m-T2TTTTFS 2x6"2 SPf=STUDS Ib" O%C U I I x O bx -0-IOom fU MTSI2 Ul%f-I)loci x 1-111"TEND T --- CBLOGK PANEL E ES) SHEAR WALL CENTER STRAP � JOINT 9/16" APA DR TECO RATED 8d COhIMCN "OLD DOLL#a ENDS N ADDITION UNA.ON STRUCTURAL (d).1:31x3" OR END APA OR TECO RATED SWEATWING,ON ROOF DECK PURLIN BOTTOM • NAILING TO TVP.WALL SECTION(A/STI t PLAN U5£4ply *Z SYP QB 5ply rt SPF 2x4 NAILz s W SNEATWrhlcs TO MATC+t u CHORD OF ALL SPACING B/$TU WOOD-TIE ROD MAY BE BUILT-UP COLUMN ILA 4x4 GUtL TO TOP 1£. ROOF SHEATHING 6550 RODSeVe1t Blvd. WITH 8L NAILS R d Off.At TRUSSES WITH Ix4 USED IN LIEU OF ANY SPECIFIED GABLE TOP CHORD Jacksonville, FL 32244 ALL SUPPORTED PANEL PT *2 SYP 4x4 POST USI=5 1 *2 SYP QR 5p19*2 SPF 2x6 EDGES AND 8"O.C. IN FIELD. F'R£-£NGIN£EREp R SYP DOUBLE STUDS a EACH END WOLD-DOWK -COLlT1NS GREATER p y y PE=RPINpIGULAR OF SWEAR WALL BUILT-UP COLUMN I.L.O 6x6 2x L-BRACE ON GABLE VERTICAL$AS Tel 904.772-6100 (6)1-1/411 GALV.ROOFING TRUSS OR RAFTER „ EDGE FI£Lp 1-STORY 2-STORY THAN 10'QS THOSE TO TRU55E6 a 24 I SPECIFIED BY TRUSS MANUF.(MIN.2x4*2 Fax 904.317-2835 NAILS * EACH SHINGLE t0 WALLS Z IV LONG: NONE I)CSI6 SUPPORTING SPF W/6"O/c.131x3"NAILS a MAX 24"o/c). SH O/C w/(3)10d SW 6 8 FTI=Q'p3 WALLS <15'LONG: TRAP ENGINEERED WOOD NAILS A7 1=ACH (2)SPW4/6/8 W/1/1"0 x PRODUCT= USE PT *2 O TRUSS - UN-0. HEADER K11% STUpB MAY SERVE _ GABLE TRUSS AS D15L STUDS AT THE ENDS OF 4-1/2"EMBED EPDXIED 5YP 6x6 POST. (UND. CZJ"2 SYP TOP flr. FASTEN W/(2) SHEARWALL5 ALL THREAD 4 3x3xl/8" ON STRUCTURAL PLAN) r ROWS l0d 12"o/c(UNP.)MIN.24" LA SPH4/6/8 a 3Z"o/c QR WASHER WITHIN 3"OF (2)*2 SIFF 2x4 a EA.CORNER TRUSS-TO-IE CONNECTOR 5£H W/CIZAOd IN LAP, WOOD-Tic RODS W/ STUDS/SPWd/6/8. ' I I.L.O.4x4 POST.C3)+2 SPF `n 2x4 -e INfCs T MI T CLIP END of LATERAL BRACE TO GABLE TRU65 6CHEDULE FOR 3"x3"xl/t3"WASHER a 4"o/c 2x4'8 a CORNERS DIRECTLY A POINT OF GAB E "X„ BOTTOhI CHORD WITH(2)W5 CLIPS. Q CONNECTOR 5WI 3 8 (I)I4M2 W/5/5"o x 5-1/1" 3)GSI6 POST TO SLAB CONNECTIONI BENEATH BEAM WHEN 6x6 15 d B ES111 IR S' 4 A W EA EMBED EPDXIED ALL GABLE BOTTOM CHORD t4 TOP P W/MSTAIB TRAPS WITH AIN144 OR ABU&& W/ REQ'D. DJACENT TRUS W/C3).131x3" STRAP W/(1)lod/END o 48"o/c OR)31x3"TOE SPH4/&/8 a 32"olc SPF STUDS ZSTUDS PER PIAN THREAD. RAFTER-Ta-c COINHGtORB OR WOOD+TIe IZJ 16d 4 IQ"tbc4 V4"FJ'1BEp HT716 #5/8"tbx5-I/1" MAx 11;6. I NAILS TO TOP IF s 3"O/c-STAGGERED AS REQ'D. u u u (2a3PH4/6/8 lU/1r2'0 x 4-I/d' EPDXIED ALL THR1rAAD Q81 EMBED EPDXIED � < 4/12 PIT * t3'Q/c � Ropb W/3x3 xl/S 2)CSt6 * *2 SYP LEDGER FASTENED 4/12 < 1/12 1 GH * 6'o/c 7/16 AF•A OR TECO RACED SHEATHING W/8d NAILS LENGTH CONNECTOR WASHER a 6"ole c 3 8 EMBED EPDXIED ALL TRAPS (I)"TTI& 4 XII x 5-I/1" - ALL THREAD " u cxv + 6"O.C.ALONG ALL PANEL EDGE$AND 8u OZ.IN � ^^" THREAD W/3,3x1/8" EMBED EPDXIED ALL �-- - - EACH QR t0 I6 o/c STUDS w/.131x3 ]7/12 PITC I • 4'o/G m-1 1)W5)-IS,HI6,QR MT512 --- -- FIELD. BLOCK ALL EDGES(CONTNUE SHEATHING -. _ ..._ -.._. . -. r THREAD. ALTERNATIVE A5 CatUd NAILS s HA STUD (2)H5'S Qg"8'S QB 'STRAPPING, IE WASHER. -- SHOWN ON (TRUSS-TO-LEDGER TO MIDPOINT OF GABLE BOTTOM CHORD) 1V_14' NOTES: I STRUCTURAL PLAN. CONNECTOR SPECIFIED (1)HI6 QB MT612 CONNECTORS, CLIPS, 1) 5/16" MARDI-PANEL 15 PERMITTED AS SUBSTITUTION I. c BY TRUSS ENGINEER) ��. f - 7 1.4 5££ PLAN' -- ---^-- A,B'S AND/OR WOOD'Tle FOR RATED SWEATWIWI ON EXTERIOR - II II II ROD$ ARE NOT REQ'D WALLS ONLY IF NOTED ON THE STRUCTURAL PLAN. /�// �/ �/ I SEAM A50VE IF FIRST OUTLOOKER IS MORE -IF JACKS 1'AND SNORTER MAY e \ \\ \\\\ \�\ \`T` / Z2x4 12 SYP LATERAL 13RACE.(3),131x3 THAN 32",FROM FASCIA,USE LL I APA OR TECO RATED INTERIOR BEARING / / /� I 1/16"A.P.A.OR NAILS THROUGH BRACE INTO EACH USE(4)loci IN LIEU OF 2) OPENINGS IN SHEAR WALL SEGMENTS PERMITTED ONLY ��/ \/ TRU55 BOTTOM CHORD. EXTT=ND I/ (2)2x4'5 A FIRST OUTLO R ONLY SHEATHNG OVER OFF STUDS WALLS SUPPORTING ��\�\ � '\ TECO RATED TRUSS-TO-lE CONNECTION fF SHOUN ON THE FRAMING PLAN REFER TO DETAIL I LEDGER # CONNETION 5C.U4ElaULE lPEITRi1S) ONLY FLOOR LOADS. HOLD DOWN D/BTL \\/\ � / SHEATHING W/ Ry.¢1.11b�x6 w/(5)NAILS a EACH STUD. BRACE TO FOURTH INTERIOR:781155. FOOTING(SEE TYPICAL WALL SECTION) PER TABLE \�\ \ FOOTING(SEE FOUNDATION I 6"/12"a/c lad MAX LATERAL BRACING,BPAaGM: STUD WALLS WITH BRICK VENEER---)I PLAN FOR SIZE) RV,111-1241.....2x8 w/(8)NAILS a EACH STUD. f NAILING - d SIDES < 4/12 PITCH - 8'o/e 48'cil 3 SCRAP® •' OPTION: SECURE 6RICK VENEER ALL EXTERIOR WALL SHEATHING 3)HTT22 SP'£CIFI£p FOR 51111 MAY BE 81.1B571TUT£p WITH I RV'1242-1862x12 w/!12)NAILS a EACH STUD. 4/12 [1/Y1 PITGW y 6'0% d8"o%�.131x3" TO WOOD FRAME w/GALV.TIES a *2 5YP 50TTOM Ie W/(2)ROWS OP 106 SHALL BE 1/16"A.P.A.RATED HPAWD22 W/03)Ibd �'� PORCH OCA-�• ALT. BOXED � ]7/12 PITGW * d'o% -- TOE NAILS 16"o/c HORIZONTAL 4 32'o/G NAILS a 17"o/c,STA6615ISD. SHEATHINGS WITH 9d tJA1L5 AT 6" VERTICAL O�.AT ALL PANEL EDGES AND E 5HE)4R WALL A55EMBLY PETAL PERM FRAMING DETAIL I COLUMN PETAL Ti•2U55 LEDGER DATA L sTl GAPLE END k RACING DETAIL V f�J) 8" O.G. IN FIELD(TYP-URO, 3/4"T4G PLYWOOD - SHEATHING PANELS SHOULD BE `jTl 1/211 31 11-011 1/2"=11-0n I 1, 11=11-011 lrt�1r-011 1/211 = 11_0rr _ (� NAIL SHEATHING TO BOTTOM fE 6'1/6"o/c 10d NAILS 4 GLUE ORIENTED PERPINDICULAR TO �1 AND BAND BOARD PER REQ'D W/LIQUID NAIL OR EQUAL. FRAMING MEMBERS IF EXTERIOR FIN15H 15 STUCCO,URO. „ SHEAR WALL EDGE NAILING. C2)_131X3 NAILS/TOE-NAILS FROM STRAP ACROSS JOINTS IN a NAILER To HDR OR JACK STUD. TRUSS TOP CHORD USE 48 STRAPS ILO. WOOp•TIH ROD FROM ABOVE, y BAND BOARD W/!1 MSTA24 u /F SPHGIFIHp 40 STRAPS SECURED t0 BEAM VIA WTTI6 W/ W/(9)10d NAILS/END IF LOOK DEPTH IE 16" HORIZONTAL 2x4 SF'F*2 (IOA6d NAILS,MIN. BLaGKIN[s 13T1W TRUSS BEAM SECURED VIA WOOD•TIE ROD 4 NAIL SHEATHING t0 TOP f1? (NOT REQ'p WI4l=N U511�s HEADER PER WOOD-TIE ROD THROUGH 111L11fU/L PER REQ'D SHEAR WALL WOOD-TIE RODS) STRUCTURAL Il BTUpT a KING CONT 2x4(MAYBE OMITTED IF(1)MSTAI8 15 USED CENTER-INEOF BEAM W/ :." " ;:;j,.� • I1) tO CONGEAL FL(MAY OE ROTATED EDGE NAILING PLAN FROM BLOCK-TO BLOCK ACROSS EAS TRUSS) 3x3x1/S"WASHER #NUT. LLL £ACW END AND �_;f; • '/.,- EACH PLY. ATTACH 2ND FLOOR STUDS TO FLOOR 7RUSb OR I-JOISTS loci a 6"OIG FROM IST FLOOR STUDS OR FLOOR UPPER FLOOR STUDS TO LOWER II II II 7-1- BEAM W/40"LENGTH(48" IF FLOOR STUDS OR LOWER FLOOR TRUSS-TO-fE AND APA OR TECO RATED CONT.Zxd TO 2x4 FLOOR DEPTH fE 16")OF CSI (2)•2 SYP TOP IH_ BEAM WITH 40"LENGTH G516 i1'-TO-STUD C[AAUEC1fOR 6NEATHING lU/[I)ROW OF BLOGKNGs •l/`' STRAPPING,w/(IIJ10d/£Np. SCHEDULE FOR SPACING ATTACH FIN OF WINPO II 8d h141L5 3"O.C.AT TOP HORIZONTAL 2x4 SPF*Z STRAPS a 32" O/C W/(11)I0 FASTEN W/(2)ROWS 10d (INTO ff'_'S)AND BOTTOM AMr� BLOCKING BTWN TRUSS � � q „ CENTERED ON FLOOR SYSTEM CONNECTOR(SPFET STI) TO HDR / NAILER q t�a d/END(CENTERED ON FLOOR 12 o/c W/MIN.(12)loci IN (INTO HEADER).NO 8PH'6 yy SPF STUDS 11100p•Tl s RODS a 4'o/c. ROOF SW=ATHING -6 SYSTEM)OR USE UJOC)D•Tfa LAP(UN.O.)MIN.24"LAP 2x4 *2 3F'P NAILER II REQUIRED W/UPLIFTS UP RODS a 6' O/C(4'O/C a TO 1000*/TRUSS. IF TRUSS ALL JACKS TO PEA JACK AND KNC,STUDS, CJ" UIOOD BEAM INTERIOR WALLS). CONTINUE SPF STUDS UPLIFTS EXCEED 10om*, II IU/ � .._._..& -q• F Ir STUD /GRAD£/SPECIES SSHPEATHING OVER FF STUDS HEADA OR TECO RATED ER(6)10d IN JACK ON S(6)10d IN TRUCTURAL PLAITY PER NT II EACH TRUSSCTED MUST E CONTINUOUS 2x4 5FF V W/(3) STI WOW *TI .4M CONNECT ON At T )4T1V OF STUD COLUMN SPECIFICATION C LIFTS X 7D THE 131x3" S TO EACH TR J5 ON ST RI)CTURAL SWEET!SI OR *2 SYP Pt BOTTOM ff' w/SPW4/6/8 a tl HEADER,S££ 81 �n = lr Ort 52)TWROUGN FLOOR SYSTEM TO a I/2'0 x 4-1/t" EMBEDMENT WEDGE " _ --- VERTICAL a 6"o/c .131x3"S 32 0%OR WOOD'Tle RODS a 6'o/c. ANCHORS g@ EPDXIED ALL II - -"- -- - ^ - ~ - - -- - NAILS TO INTERMEDIATE FOUNDATION AND ADD(U CSI& ANCHORS * 3Zuo/e W/ZxALL BOW WINDOW EN1GsNEHRING SHI=£7. 1 TRUSS TOP CHORD PER PLY ACROSS FLOOR OPTION FASTEN ADJACENT BLOCKING.ADD(1)M5TAIt3 SYSTEM COR ACROSS Ie RODS WASHERS OR WOOD#Tle RODS a a EA. _ !3)ROWS DF l0d NAILS a 4"o/c.WOOD•TIe RODS a FASTEN ADJACENT VJW_55 KING.$AND JACKS W/(2) STRAP W/ON I0d/£Np II SPLICE IF(1) ST MAYBE _ - CIJ ROW OF 10d NAILS *- 8"OZ,N,STAGGERED AS CONT.to FOUNDATION). WASHER AT 32"A.B. R la""xl/8" k ROWS OF Imd a 8"OG. H1=EL/END VERTICAL i< M WASHER AT 32"o/c OR I/2"0 Uk70D•TIe INTERIOR SN£ARWALLS App AND JACK$W/(2)ROWS � OMITTED IF(U MSTAIB 15 USED � � • 4"O.C.STAGGERED,I t`► �,�` • + SHOWN,EA PI-Y• RODS a 6'o/c W/SHOT PINS * 24"o% EITHER 24110/6 SHOT PNS QR 16d OF loci *S"O.C. WOOE)•TIE ROOD ADJACENT OF TRUSS 4 FROM BLOCK-TO BLOCK T + 1/4. OFF 4i OF 2x6. I` u CASE WARD NAILS a 18"o/c. TO KING STUDS EACH SIDE ACROSS EA.TRUSS) • (U ROW OF 10d NAILS * 6"Or-, _{I- oR I&d CASE "ARDS * f8 o/c. �\I'lt` OF OF'ENIN%a � 6'-011 5T1 STAGGERED,WITHIN 3/d" OF 4• ^Y'�+•¢; - _ - - II OPENNGS GRATER THAN 1/16" APA OR TECO RATED ' • GENtEtRLNE OF 2x4 * I /SI_ _ q y d 2 1/2 !� ALL JACKS TO BOTTC:Y-1 6' UStw 1/1"0 OR 9/8"0 SHEATHING ALL PANEL Bid NAILS ` + • •+w {� �A , d " IES SHP4/6/8 PER JACJC-� `Y - ANCHORS AT 48"O.G.OR •r 4. . FINISH r 1 �.� 6 x 6 - WIA x WIA UIP r 4 1/4"0 TAPCONS AT 32"O.G. �'•- OR HIBER'•1ESH II • 11/2" �� • : ' WATERPROOF Tt.'U5S-TO-IE CONNECTOR DOUBLE TOP e OF WALL • r BARRIER *ALL CONCRETE MINIMUM SEE TRUSS SCHEDULE FOR 2500 PSI COMPRESSIVE DRAWN YES FOOTING TO BEAR ON UNDISTURBED SOIL STRENGTH e 28 DAYS-• TYPTIFOU(SEE TYPE TYPE CDTL A d B/571) 211 NOTE: MASONRY STEMWALL MAY BE USED IN LIEU OF MCNOLITWIC FOOTING. INSTALL ANCHOR BOLTS DETAILS) STUDS/SHEAR WALL �7 1 1/21j =vspF OR SYP 2xd 1x/811 CHECKED LAP (IF USED)WITHIN S"OF BEARING WALL E=NDS AND WITHIN 8" OF DOOR OPENINGS IN BEARING BUILT-UP COLUMN WALLS. 5£E TYPICAL CONCRETE SECTIONS FOR REINFORCINICs AND DIMENSIONING OF FOOTINGS. SCALE �/16 T�121TIQUAL METAL COhWECTOR5 WOOD•TId3 ANGI-IORIW- RODS =02WOF OR SYP Zkc i PLATE: Hr T5. UP TO 16'-11/s" '1 SPF Ori sYp1x8 IBR4CING OF TRU55 HEELS BUILT-UP COLUMN BEE EUILT-UP COLUMN DATE 0/15/02 ^ - II 51 I E /1 R I I I A I 1 S PLATE HGTS. UP TO 12'-1 1/$11 FASTEN WALL 3HEATTHINGNCTO-POST W/MN 8d'e PLAN FOR NLM13ER�PLIES. PLATE HG_%T5. UP TO 20'-1" J05 NO. STANIDARD sTl I"IU� TI_-STQRY' TYPICAL UJ)4LL_ SECTION STI TYPICAL OPENING, FRArI„IINC DETAIL U.N.D. STI C01�ER 1�v TALL) ACT 1-T �••i Wf-'t4-4..tiJ 12"O/C OR GYPSUM-TO-POST W/MIN 5d'n a 411 O/C 1/211 = 11-011 1/21' R 11-011 1 11 = 11„011 ,F •TYPICAL CONNECTIONSa SruD SQFT_ DETAILS C.OLUMN$.JACK-TO-ICING 9TU MULTIPLE PLY" QST CONNECTIONS 4SSEMBLIgS,COR1�lEE�PQ�E_T �r "•':`:a. TRUS°..+80TTCM CHORD MAY TOP PLATE MAY BE 1/F 11 = 11-0u BE BRACED WITH EITHER (1)11,00D-Tfe ROE) ADJACENT TO STUD P05T IF PORCH BEAM IS NOTCHED TO ALLOW PORCH T14M Ix4 METHOD OR THE CONVENTIONAL LUMBER OxS,2x10,2x12,ETC). (1)WOOp•tIE ROD BEAM TO BE LET IN TO "+ _ l I A 4rtti. BLOGKNCs METHOD. EITHER ADJACENT TO EACH SIDE OF POST IF PORCH BEAM IS WALL PROVIDED THAT(1) .Fa.: d ��� tt1 ROOF SWEATHING SUPPORTED EDGE METHIOD 15 ADEQUATE AND ENGINEERED LUMBER(LSL,LVL,PSL,ETC-) 2x4 *2 OFF POST IS ADDED * =N Y # NAILING PER PLAN DOES NOT DEPEND ON THE TO EACH SIDE OF PORCH DETAIL TO BE FOLLOWED AT/ALL line WOOD*Tie Anchoring Rod System consist of vertically oriented'/i"diameter,A307 ttueaded steel ods FIc, 1*• /� ! OVI RI I MIG DIMENSION SEE TRUSS,ENGINEERING FOR MAX LOCATIONS WHERE EXTERIOR IWALL secured to the foundation via an embedment ofnot less than,I-1/4"into 2,50 i concrete with ane a BEAM TO SUPPORT TOP Fto o/c SPACING,OF BRACING-SEE IN ADDITION,(U IllOOD•Tfe RUN5 BETWEEN TO PARALLE=L TRUSSES. distance of 2"(,"when 2x6 framing is used)and secured with Simpson AT Acrylic-Tie two-part epoxy,or * NO.Z SYP Zx CONT.TO TRU55 # H IZ3. '91 FOR ADDITIONAL TRUSS ARCPORCH BEAM MAY BE NOTCHED r T ROD SHOULD BE INSTALLED other two-part epoxy with equal or higher allowable tension loads For the identical application two-part epoxy. x 'qC u TOP PLATE W/.131x3" - MATCH BRACING INFOFRMATION. THE TOT TOP PLATE THE 13 A ROOF/FLOGR x _ p C �. I1 I/4 MAX THE TOTAL DEPTH OF THE BEAM 15 TO EACH SIDE OF PORCH � TRUSSES i "lrie rods,a single,continuous rod or rod segments coupled Wgether,culminate directly above the top plate BOTTOM CHORD OF TRUSS E=DGE NAILING SPACING OF g-I/4"UNLESS NOTHD ON THE BEAM AND !U MBTA24 with a 3"x3"x10ga or 1/8"thick steel washerand nut where it secures the plates against vertical movement. O > (UP TO A 2x12) 5HEARWALL SHEATHING, SHOULD BE ATTACHED TO The nut should be tightened until the washer shows the slightest example ofdefonnation(about 2516*R of STRUCTURAL SHEET 51. Bl fih P }r, y 10 (EITHER 6"o/c OR 3"a/6). (U SIDE OF EACH TOP B torque). At exterior walls,one WOOD*Tie rod should be installed at each comer post-on the side of the post / * /� 1 F�; ,r 1x4 SYP CONT BRACING CENTERED ON THE JOINT. SHEATH TRUSS CLOSEST TO � w/(2)10d t0 EA TRUSS, 2X4•2 5PF with the overlapping upper-most lop plate-and at not more than six feet on center then after.openings / •_ A A `ti INTERIOR WALL W/1/16" APA OR pD NOT SPLICE - OVERLAP LEDGER w/ greater than six feet in length should have one WOOD*Tie rod placed at each side of the opening.At interior /Ir %Vr�) ';►''r , TECO RATED SHEATHING ttU 8d a 3" , JOINTS MN(2)TRUSSES (4).131 X 3" walls,one WOOD*Tie rad should be installed at each comer post-on the side of the post with the O.G.AT ALL EDGES AND 12" O_C. IN NAIL POST TO TO EACH overlapping upper-most top plate-and at not more than four feet on center thereafter. Additionally,ifno Q INITEIR5ECTIW5 other hold-down is THE FIELD - BLOCK ALL HpG£5 � L I'ORGN WEARER present,a rVt7OD*"!'ie rod should be placed at each end of each shear-wall segment ifthe VINYL SOFFIT (1)RDIU GF TRUSS end of the se ent does nal coincide with a comer or o rein Fur two s[a walls,walls over 11'hi or IMATCW NAIL PATTERN SPECIFIED Bm Pe B• ry P� PDR SHTN'G a SW EwLoW) SWI ANE) 2xd "2 5YP TOP f1? JNx3"NAILS a 2" MEMBER- certain other applications when a single,continuous threaded rod can't be used,a coupler should be used to 3/8" APA PORCH BEAM, !3).131x3" PP• B P SW WALLS ONLY. SWTN+G w/6' SEE O/C. USE WHEN NAILS a join two ormore pieces ofrod together to create a continuos path from top plate to foundation.•Che coupler EDGE OF Zx#HHD NOT BE FLUSH W/EDGE OF TOP E. FASTEN SOFFIT TO OR d SWEET UFO ��� EgCH should be low carbon steel with a cross scvtionaE area ofnot less than.20 square:inches ideally 1'/"long X SHEET Ixd NAILER w/(2)10d OR 8d TO 1x4 SWEET SI FOR CHORDS ON NT TE 5 OR 11/16".Each rod should be threaded not less than 1/x"into the coupler and the two rods should make contact at 2x FASCIA OR 11 *EA 16.O/C STUD NAILER 4 2x MINIMUM SIZE. DIFFERENT MTL FASCIA tNRil. (b MA VER 160 SEE DETAIL A/B FOR STUD HEIGHTS ON LI=DGEK t r near the middle of the coupler and be tightened so as to prevent the movement of the coupler ur either SOFFIT TO 2x FA5TE CHANNEL TO FRAMING, FASCIA SIZE/SPACING REQUIREMENTS. OPPOSITE t0 threaded rad. FASCIA w/ SIDING OR MASONARY VENEER w/ SIDES OF BLOCKING. At exterior walls,APA or TECO rated sheathing,or 5/16"Nardi-Panel should be applied to one side of the APPWD NET O,H APPV'D FASTENERS MAX * 6"o%. ET O.H. WALL. wail.An additional row of 8d nails(6d with Flank-Panel)should be placed at 6"o/c into the top plate FASTENERS a AT PoRciEe NOT SPEGPIGALLY'IDENTIFIED UTH A NOTE (3J.131x3" assembly in addition to any other nailing specified for securing the sheathing to the frame, SHEARWALL (SHEATHING 4 MAX 6"o/c. To%HEATH PORCJ-t CEILING,'Ix4 CCWNLKAZ BRACING OVERHANG DETAIL FOR TOENAILS a At exterior walla applications where the WOOD*Tie Anchorin Rarly are used to a resist roof u lifts,b resist STI CONNECTORS PER PLAN MAY aE UWD N ODN latION UTN A VINY PP K ) P ) e0tMA -NY,I•r.4TERIAL QS EXTERIOR-Q !GYPSUM OVERWANIG6 OVE1�1611 NET IEACW overturning moments,c)resist lateral wind loading(perpendicular to the wail),and d)distribute shear-wall CEILNG 130ARP Qyl,r F RATED FOR TM APPLICABLE STUD POST - Italy 2x4*2 SPF POST 2x412 SPF (BLOCKING TO O� DYERHAN DETAIL_POR DeercN�eauRea roR Tr;ereea•te Arruc:4nM Tte PER PLY OF PORCH BEAM FOR loads(parallel to the wall) additional intermediate shear connectors are required.the intermediate shear N4 CZWKICU6 BRAGNG MAY NOT EXCEED n'oia BLOCKINCs * TOP PLATT= connectors may be either 1/z"diameter X 41/4"embedment thmaded/epoxied rods or 1/Z"diameter X 4" OVERRAN%S TO 1611 NE1 (ATTACHED TO RAC44 MERBECTNO TRn86 Ort ax CONVENTIONAL LUMBER 2pl9 2x4 24" O/C. OP EXTERIOR , *... 5LOCxING uu(s)Imd NAIL6)AND t•tuST ee A)"rLleD TO *Z SPF POST PER PLY OF PORCH embedment Powers Fasteners Blue-Tip Wedge-Bolts,located at or near mid-points between WOOD fie THE BOT-rCt•t cP THE E+07-rd t cLIO17D.EITHER MATrU (WALL. tu6T BE ATTACHED To THE Wo/a Ix4'*A6 PER54R1BED BEAM FOR ENGINEERED LUMBER AnchoringRods,but in no case more than'18"Gum any two anchor combinations;or'/n"diameter X 1'/4" IN THE IN5TAL1ATICN N5MICTICN6 A56OGIATED UTH EXTERIOR embedment TapCon anchors or,163"(or larger)diameter X 1'/a"embedment power-actuated fasteners, 11-M BPEGIFIG MATERIAL. WALL NOTE: CONT INUDLIS WOOD BR 4G(NCS located at or near third-points between rr'OOD*TieAnchoring nRockr,I8"but in no case mon than 32"from any THIS INTERIOR SWEAR WALL DETAIL 15 INTENDED FOR USE IN AREAS WHERE THE two anchor combinations at I6d case hart nails a not rtlore than 1 e she At each side of the ehce plate joint,any one of the four internedia[e shear connectors outlined in the SWEAR WALL RUN5 PARALLEL TO THE TRUSSES. THIS IS AN ALTERNATIVE TO CONTINUING SWEAR WALL FRAMING ABOVE THE PLATE LINE t0 THE ROOF DECK preceding paragraph may be used to secure the plate and prevent horizontal movement 'the shoe plate joint C CONVENTIONAL STRAPPING.REFER N TRUSS 5LOCKING N I�O�j/~H }�E /\I� TO 5 I UD fastenershould be located within 6"of the joint. I I - '' I STI TRUSS DR4C INCA 4 OVERHANG A L TE RNAlT I VE 5 STI WALL l..DETAIL Vylt0 TWH B STRUCTURALCONNECTION SHEET FOR STI �E.L ex e typical tion%when allowable Cas desi red for each unit d e(Est at iris use with and ming,#at STI ALTERNATE INTERIOR 61�E A<�WAL,�,• FRAMING PORCH SHAM GGrNECTlt7hl T�I exterior locations,when installed as designed. When a 3"edge distance is used with 2x6 framing,the typical 1�4 a 11-011 1/2 u - 11-011 3�Su - 11-mn DETAILS. 1/2 n 11-0n maximum allowable tension load for each unit may be increased to 3,499#at exterior locations. THIS DOCUMENT 1$ AN STRUCTURAL GENERAL NOTES ' IN5TRUi"1EN"T' OF ENGfNEER'S SERVICE 6" CONCRETE WALL FOR OTHERS FOR CON- E" CONCRETE WALL 6" C.W. SEE TYPICAL WALL DETAIL FOR 5TRUCTION OF PROJECT ,. SEE TYPICAL WALL DETAIL FOR STOP LATH AND VERTICAL WALT. CONNECTION. AS TITLED BELOW_ VERTICAL WALL CONNECTION. SEE TYPICAL WALL DETAIL FOR STUCCO BE 4" GONG SLAB W/ 6X6X10/10 WWF INFORMATION DERIVED 4" CON( SLAB W/ R BARRIER WWF „ „ STOP LATH AND VERTICAL WALL CONNECTION BEAD I" BELOW OVER 6 MIL VAPOR BARRIER OVER 2001 FLORIDA E3UILDING CODE (1~BG) OVER 6 MIL VAPOR BARRIER OVER SLOPE 3/4 X 12 STUCCO CORNIER FINISW>WO FLOD CLEAN, WELL COMPACTED, TREATED FILL FROM TN15 INSTRUMENT ASCE -98 CLEAN, WELL COMPACTED, TREATED FIL EXP. JOIN' AT GARAGE DOOR BEAD I" BELOW 4" CONC SLAB W/ 6X6XI0/10 WWF MAY BE USED _____ _ CAN NOT BE USED FOR 1997 NDS FINISHED FLOOR-\ OVER 6 MIL VAPOR BARRIER OVER AS BRiCK LEDG �� OTHER WORK5 UNLESS VARIES „ 1��T __�_� \ GLEAN, LL COMPACTED,TREATED FILL T^T-- AUTHORIZED BY THE f3 �_ --�- SLOPE GRAD - ---- --- -J - __ 4" CONG SLAB W/ 6X&XIO/10 WII.F SLOPE r - - (1)04 REBAR CONT. a HEADER COURSE ENGINEER WITHOUT GENE OVER 6 MIL VAPOR BARRIER OVER GRA )E ��g DIMENSIONS ARI; � � - •. �r_� •,'_. -- I I MIN. DISTANCES y �- -�-� -� INFRINGEMENT OF LEGAL CLEAN, WELL COMPACTED, TREATED FILL Q .-.1I A,Design is void after two years from original date of issue, unless updated to acceptable codes and practices at that timte. i N ' , ------ -_ I STORY RIr_zI-4TS. T IL Do not scale. Use dimensions from the architectural Ian. Notify engineer Immediately IF discrepancies are found between lane. _ - STANDARD HOOK _ _ !� -_ DIMENSIONS 015 A ARE p y g y p Ip - _ :. = .. � � _�,��� �_-='- -- COMPACTED "' - _ �`' C � '• fr," MIN. DISTANCES __ - I I: — t I II.' 2 STORY All details shall be In accordance with instructions from manufacturer or designer. -- --- i•._- _ �--- =-..••. �" � � SAND FILL RE DESCRIPTION -- --- -. . 0.411 temporary shoring shall be the responsibility of the contractor. 9 =_- --== - -- - -- - C2J�5 CONT. - I-5TORY =-_.-I I�_=:_ �"-" STANDARD HOOK @- 1 STORY W/ 2 OR LESS COURSES, - 16 - I' l • � _, POUR ST>wMUTALL SOLID OR USE 10"x2O"T=TN'C� 1 (2)"5 OR (3)04 CONT.- 2-STORY - 6 MIL VAPOR BARRIER /O BRICK _ - -• (Tl'P.VERTICAL REINFORCEMENT} "5 DOWELS 2 _ - - - -- 9 CORNERS 4 48"o/c THEREAFTER - BEND F�lNDATI�I- - � --- 1 STORI � I I i � .. ,i I __, , ____..-- -����_ - W 4 A,This deal2n has been completed 1n accordance with pertinent standards, recommended design soil parameters, and acce tied I I Y I __ - - W/ ICI( ALL DOWELS TOP 60TTOM,EM5ED -3 _ g p p g p p 20" _.III 12„ ;_ (x)04 coil). - I I III. I I MwIMUM 6° INTO FoorlNCs nx' INTO SLAB engineering design procedures, and is based on the best information available at the time of completion. The design Is intended ; I - I I i__I I I! 1 sroRr FOOTn�51ZE (GROUT ALL CELLS W/REINFORCEMENT) 4 - Ia 9 2 STORY I MAX. 5TEMWALL HEIGHT: (5) 1 s� FooTiN�size to minimize differential movement resulting from the heaving of expansive soil or settling of subsurface soils. It must be recognized Wio RjcKK 2 WIDE ( TCL CONT. 8" COURSES WALLS 7 C5) 8" �- I ' I W/k3RiCK 20"w1I7E(INCLUDINCs LEDGE)w/(3)'4 COUR5E5 HIGH REQUIRE W/O BRICK Ib"xs"W/(2r5 CONT. that foundation components will undergo movement. Any subsequent owners shall be appraised of the soil condition and ad4vised to TURNED DOWN EDGE 2 8TH ADDITIONAL ANALYSIS 4 W/BRICK 20"x8"W/M14 OR M15 CONT. malntaln good practices In the future with regard to surface and subsurface drainage, Framing of partitions above floor slalbs, and W10 BRICK I6"WIDE W/(3)+4 OR t2r5 CONT. 2 5TQ finish work above the Floor slabs, etc. 1�� B E,412I NCS STEP D OI.UN W/BRICK 24"WIPE INCLUDING LEDGE)W/14)14 OR 131 REINFORCEMENT- W/o r3RICK 20"x10"W/(3rd OR M05 CONT. W115RICK 241x10"Wi(4r4 OR((3)S CONT.. IL Design has been based on anon-expansive sail with an allowable soil bearing capacity of 2m�plf. fictive ET=P= 30 pcfF (level backslOpe). i T��I G�� FOUNDATION D E T�I L 1 T��i��� FOUNDATION DETAIL („Backfill adjacent to foundation walls shall not be placed until the walls have sufficlent strength and have been anchored too 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. 6" CONCRETE WALL IE?All foundation pads shall be Formed to proper dimensions as indicated on the drawings and centered on column or wall. SEE TYPICAL WALL DETAIL FOR F The location OF foundation ,Jogs, steps and top of wall elevations and connections are critical to FOLndatlon performance. These items 4" CONC SLAB W/ 6X&XIO/10 WIIJF VERTICAL WALL CONNECTION. SEE TYPICAL WALL DETAIL FOR OVER 6 MIL VAPOR BARRIER OVER „ VERTICAL WALL CONNECTION. are shown on the plans but may change during the actual construction. As a result, this design can not address proper foundation ra CONCRETE WALL MAX. 2 COURSES configuration unless stated specifically on the drawings. CLEAN, WELL COMPACTED, TERMITE 4" CON( SLAB W/ 6X6XI0/10 WILL= 6" WIDE GONG. SILL TOP AT MAIN SLAB APOVE SLAB LEVEL. SEE STI FOR VERTICAL TREATED FILL OVER , MIL VAPOR BARRIER OVER STOP LATH AND LEVEL. TOP To GARAGE FLOOR VARIE5t (1)04 CONTrINGSOL D GROUTED Builders CQNCREGLEAN, WELL COMPACTED, TREATE FILL MAX 5 i/2" (HEIGHTS EXCEEDING WIDTH T - = 0 •• STUCCO CORNER U-BLOCK COURSE ■ cv tom_-_�_�Y�=__1 I LOW REQ ADDITIONAL ANALYSIS) VARIES _ � r...-:._.__._� i i'µ -- --- FINISHED FLOG A..Detall reinforcement in accordance with ACI 315-80 (Revised 1988), Detailing Manual. Minimum concrete cover For reinforceiment _ -- r - _! 4" GONG SLAB W/ 6x6x10/10 111U1F TYPICAL SLAB -- - rs ou ice - - _ Ll OVER 6 MIL VAPOR BARRIER OVER " shall be as Follows. - -- _-- II.._._ _I_- Iii 0 Q LU N. 12 12Esposito , x 4 4 Cheek z 0 PRG 2ND LEVEL 1�'-7" ❑ & F— W z Aocm ® LL __0 Inc . O ---- FIN FLR - 2ND LEVEL L, Architects Lu VINYSIDING � _. BRG - - MAIN S'-118" ❑ 4540 Southside Blvd, � DECOR BRAC:<ET suite 502 (n Jacksonville, FL 32216 ❑ VINYL 51DIN6 (904) 641-6649 LU LLU Not Val 10 *:.j-) q :..:l-) FIN FLR - MAIN m -0' Perrnkfi ► „ ": WlthoG,f •f j► Signature, ; Seal, on ••.�) LEFT S f D E ELEVATION II � II 1 /� " = 1 ' = � ►' FL Lic. No. AA0002564 Q Fred R. Cheek C • C B A ( o F- 2 STORE' MODEL 2 STORY MODEL � ENTRY LEFT ENTRY RIGHT SEPARATION WALL N V AA IInn VJ CR 7F LHX 12 12 I 1LLl z d 4 I 4 � t� Q 73 CID BRG f 2ND LEVEL 0 V � VINYL SIDING VINYL SIDING LU LU FIN FLR - 2N1) LEVEL BRCz MAIN 8'-Ilia" �J7 JOB0: 045324 QD VINYL SIDING VINYL 51DING DATE. II/9/04 ? DRALUN- DP CHKp: < FIN FLR - - MAIN 0'-0' ISSUED: W Cn REVISED: w LU fP,..E AFP-,, ELEVATION ILII 1 /4 " = 1 - 0 II Q U Q F- 0 a z 0 0 Q COPYRIGHT 2003 ESPOSITO, CHFE< e 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 PER"1155ION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC_ NOR SHALL THESE PLANS BF ASS16NED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN f-ERMISSION AND CONSENT. • DECK OO O 2" MIN SIDE LAP w ALONG RAKE PLACE DRIP EDGE ON TOP OF UNDERLAYMENT .......... _:7= 36' WIDE UNDERLAYMENT INSTALLED WALL SHEATHING WITHOUT WRINKLES.USE ONLY ENOUGH (� NAILS TO HOLD UNDERLAYMENT IN it � PLACE UNTIL COVERED BY SHINGLES EXTERIOR FINISH Bpaso OVER AIR INFILTRATION BARRIER ( SEE DETAIL) .. E%ekChe z 0 � o F- z METAL FLASHING Lv NON-CORRODING ; (NAIL TO ROOF DECK AsSocayMETAL DRIP EDGE �n NOT WALL SHEATHING) A LL 4' MIN END LAP ; CAP SHINGLE - DO NOT NAIL s•. INSTALL WIT" ROOF CEMENT Inc . 0 ALONG EAVES PLACE UNDERLAYMENT 0 ON TOP OF METAL DRIP EDGE ROOF CEMENT 5HINGLE u r I _ a ttuj 1.�1�1DE1�LA''I�"1�E1�1T 1/2 - 1 0 Arch ISR o 4:12 or GREATER SLOPE 4540 Southside Blvd, C PLACE SHINGLESs" n R OVER SAVE AND RAKE EDGES /� V suite 502 cn TO PROVIDE DRIP EDGE ALONG RAKES,GEMENT Jacksonville, 3 SHINGLES TO UNDERLAYMENT 2 STORY 1'''iODEL 2 STORE- MODEL AND EACH OTHER INA 3 - ENTRY LEFT SEPARATION WALL (904) b41-b649 LJJ 4 WIDTH OF A5PHALT WALL " 1 ' 11 ENTRY RIGHT , , •~ PLASTIC ROOF CEMENT ,• ,�/ i ^ � •w• ••• '. • 4 NON-CORRODING - ' > w• MTL SAVE DRIP TRIM 6'-l' FROM END OF FIRST SHINGLE . . — — — — •• )� \ >� R-30 BATT INSULATION - - - _LF_ - - - -ZF -- - - .•� �;•' FIBERGLASS SHINGLE " ,.� ��,+'• •'•• �� TRIM TABS FROM--�� 12 ROOFING OVER 60 ALL STARTER COURSE 150 FELT OVER 7/16" 0513 / 1�1j/1111�1111�, ;, SHINGLES SEE ELEV) OVER PRE-ENG WD I FL Lic. No, AA0002564 Q 5 AR I ER I�RT CO5E FLAGEMEN1/2 II w 1 I _ 0n TRUSSES X24' OC n I I I I I Fred R. Cheek C INSULATION BAFFLE - - - - - I I I L - == BETWEEN EA TRUSS - - - --- - I I F_ • PLACE SHINGLES � 1­4URR CLIP a EA TRUSS CLOSE TOGETHER (SEE 5TR.1CT. DWGS) DW BUT O NOT CROD ALONG RAKES,GEMENT ti (2) 2x4/6 PLATE 02 SYP � SHINGLES TO UNDERLAYMENT . \ AND EACH OTHER INA ALUMINUM DRIP OVER I I Q 4' WIDTH OF ASPHALT �� VINYL CLAD 2x6 F45CIA PLASTIC ROOF CEMENT I 1/z' TYPE "C' FULL VENTED VINYL SOFFIT I I I I I li- NON-CORRODING GYP BRD Q CLG SET IN CHANNELS PER I i C 4' ORV I 4' ORV � I Z z MTL EAVE DRIP MANUF. SPECIFICATIONS .I• PLACE SHINGLES �%' I U u OVER EAVE AND RAKE EDGES I d TO PROVIDE DRIP EDGE 1/2" GYP BRD > I I „(� in R-13 BATT INSUL VINYL LAP 51DING I I vJ 61 OVER TYVEK HOMEWRAP - - - Lu u OVER 1/16' 058 OVER J - RIDGE RIDGE - -— 2x4/,'o SPF 5TUD5 Q I/o" OG I I 0 i I Z F I RST COURSE PLACEMENT 1/2 II � 1 I . 0 II - - � _ � sof=f= IT 111 10II ' 11 II II II II � � Z 111/2 t O 121/2 111/2 to 121/2' ILu I 1 to 11/2° 1' t0Lu 11/ + IV I I I � II II CID II IN II II • JOE 3'*.INC;LE NAILING; 3 u = 1 0 n r CTYP) . X45324 I (TYF') z 1'-4° (TYP) PATE: 11/c3/04(TYP) r-4" DF:PAWN: DQ SEPARATION WALL GNiCD: Lv ISSUED: o Lu U) REVISED: W 2 FLAN� Il 'All 1 /4 " = 1 I � � 11 w 1� J Q U Va 0 z 0 0 © COPYRIGHT 2003 ESPOSITO, CHEEK 4 ASSOC., INC. DESIGNER HEREBY EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE PLANS, DE61GN5 AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WPAT60EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPOSITO, CHEEK AND ASSOC., INC- NOR SHALL THESE PLANS 6E ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION D CONSENT. 1113 1116d�� � 0 W n Esposito , x r- k z 0 0 W ELECTF, ICAL L A B G z 110 VOLT DUPLEX OUTLET-WALL MOUNTED 2 STORY MO 2 STORY MODr=�_ Assoc m c CL DQE 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED ENTRY LEfT SEPARATION WALL ENTRY RIG�4T LL Inc . 9-N0-_ � llm VOLT DUPLEX OUTLET-WEATHER PROOF I L0 110 VOLT QUADPLEX OUTLET-WALL MOUNTED /0 U 1100 DUPLEX -6FCI OUTLET Architects D -Ii� 110V DUPLEX -GFCI OUTLET-SWITCHED I I I LU 4540 Southside Blvd, C ■ 110Y DUPLEX -AFCI OUTLET suite 502 cn lk 110Y DUPLEX -AFC( OUTLET-SWITCHED Jacksonville, FL 32216 Q 110 VOLT DUPLEX OUTLET-FLOOR MOUNTED (904) 641-6649 F_ ml 0 220 VOLT OUTLET-WALL MOUNTED I I.� �� .. 11110- TELEPHONE OUTLET -� I I �- A � ,. -6)--• SWITCHcc wn -cF SWITCH-THREE WAY SWITCH-FOUR WAY SWITCH-DIMMER • I I FL Lic, No. AAObO 5 'Q Fred R. Cheek a_­! C � PUSH BUTTON SWITCH Q I ® DOOR BELL CHIMES r - J— - L — Iyo 1L _0___ --� J 0CABLE TELEVISION OUTLET ® 5PEAKER LOCATION �� I I I p -�- LIGHT FIXTURE-CEILING MOUNTED I J- CD LIGHT FIXTURE-WALL MOUNTED ill z ^ X y x } // ^ �� CSI H_ « En LIGHT FIXTURE-CEILING SUSPENDED ® tu LIGHT FIXTURE-CEILING REGE5SED - - - I - Cn ® LIGHT FIXTURE-REGE55ED EYEBALL U �n CEILING FAN LT LT Q SMOKE DETECTOR-GE[LING MOUNTED �\ (PREWIRE FAN) I (PREWIRE FAN) / 1- / d 0\ EXHAUST FAN � /1� i EXHAUST FAN/LIGHT FIXTURE COMBO J I / v FLOOD LIGHTS-DUAL HEAD / �� -A ELECTRIC PANELLLI WL STRUCTURED WIRING PANEL �1 U QUICK [DISCONNECT I L K�I SECURITY KEYPAD LOCATION ILIA ❑J JUNCTION E30X LOCATION FA FIXTURE ALLOWANCE (n LIGHT FIXTURE-UNDER CABINET (j--I THERMOSTAT 5EPARATION WALL U) I'X4' FLUORESCENT LIGHT FIXTURE J05#. 045324 CEILING MOUNTED Z 2'X4' FLUORESCENT LIGHT FIXTURE DATA: II/9/04 CEILING MOUNTED DfzACUN, DI~' < ISSUED: 0 LU fi�EV15ED: W 1st LEVEL ELECTF� ICAL FLAN II ,� II F " m 1I IILU Q 0 a F_ Q o O z 0 0 Q COPYRIGHT 2003 E5P051TO, CHEEK d ASSOC., INC. DESIGNER HEREBY EXPRE55LY 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 I-IR5T 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. w-3/my 5?hokt (y- • �r LU Esposito Cheek z O 0 w A B Ic z ELECTfQ, 1CAL LEG;END 2 5TORY MODEL 2 STORY MODEL AnOC Assoc ,, ,, ENTRY LEFT ENTRY RIGHT � � 110 VOLT DUPLEX OUTLET-WALL MOUNTED SEPARATION WALL Inc� CD m 110 VOLT SPLIT DUPLEX OUTLET-SWITCHED o LO QB110 VOLT DUPLEX OUTLET-WEATHER PROOF 110 VOLT QUADPLEX OUTLET-WALL MOUNTED Architects Lu 4E� IIOV DUPLEX -GFCI OUTLET I I 1 0 =� 110Y DUPLEX -GFCI OUTLET-SWITCHED 4540 Southside Blvd. IL suite 502 (ra � 110V DUPLEX -AFCI OUTLET Jacksonville, FL 32216 0 :LiQ-- 110V DUPLEX -AFCI OUTLET-SWITCHED I (904) 641-bb49 F- Q llm VOLT DUPLEX OUTLET-FLOOR MOUNTED ■ 220 VOLT OUTLET-WALL MOUNTED LT I LTlij J ;: = - �• ' ► TELEPHONE OUTLET I— — — — — — (PREWIRE FAN) (PREWIRE FAN) — - .�to .. -(J)-- SWITCH SWITCH-THREE WAY / / \ Cy' �J v FL Lic. No. AA000254` Q -�- SWITCH-FOUR WAY � ��\ -cf� SWITCH-DIMMER ,� ', Fred R. Cheek CrX I I I • �--1 PUSH BUTTON SWITCH Sip ■ I ■ 5D Im DOOR BELL CHIMES O--I CABLE TELEVISION OUTLET SPEAKER LOCATION -+ LIGHT FIXTURE-CEILING MOUNTED rl 1 Q5D I I u q Q I I 5D� i I n il u- z - + LIGHT FIXTURE-WALL MOUNTED I I I I p n oca I I I IL uLI u U LIGHT FIXTURE-CEILING SUSPENDED nCIA I 1 1 fLU LIGHT FIXTURE-CEILING RECESSEDI — J — I X U ® LIGHT FIXTURE-RECESSED EYEBALL ■ ■ —I� —lj z f�J� Z Ix1 1 1 IxI --A CEILING FAN J O I IL, O SMOKE DETECTOR-CEILING MOUNTED ® EXHAUST FAN � 0� {I— U EXHAUST FAN/LIGHT FIXTURE COMBO �J 1 �/ v J ■ �� /� FLOOD LIGHTS-DUAL HEAD ■ LT LT ■ O Q C� —0 LLI (PREWIRE FAN) (PREWIRE FAN) ELECTRIC PANEL \J \0 _ STRUCTURED WIRING PANEL (DREW RE FAN) ■ I ■ (PREW RE FAN) QUICK DISCONNECTLU ■ ■ K[} I SECURITY KEYPAD LOCATION rn I�LV I ❑J JUNCTION BOX LOCATION FA FIXTURE ALLOWANCE SEPARATION WALL • LIGHT FIXTURE-UNDER CAE3INET ( -d THERM05TAT JOB*': 045324 1'X4' FLUORESCENT LIGHT FIXTURE � I 11 ,411 1 II 1 I II DATE. II/9/04 z CEILING MOUNTED � � LEvEL � � � � � I I / I DRAWN; D P 2'X4' FLUORESCENT LIGHT FIXTURE GHICD: CH JAN 0 4 2004 Q � r0 Z> sit `o , Cheek z 0 S 1i e I cl e I C o u r u I e x e s Lo U F- & z Assoc . , LL- OR Inc . 0 11 13 = 11 1 C ei a ourt, Atlantic Beacoh D its 0 Archite Lu F * LU nval County, lori da 4540 Southside Blvd. C� suite 502 va Jacksonville, FL 32216 (904) 641-6649 LU 11-- Drawing Index 0 zz- Not Sht.No. Drawing Title Pe ral Al Title/Index Wit hoJ, . l. Signatures, A2 Architectural Foundation Plan Signaoe Seal, an A3 1st Level Floor Plan I .#1ease** A4 2nd]Level Floor Plan FL LIc. No. " Fred R. hoe C ILI A5 Building Elevations 0 A6 Building Elevations A7 Roof Plan AS 1st Level Electrical Plan A9 2nd Level Electrical Plan A10 Construction Details Cn I -A U- X �. LLI Z . AE55REVIATIONe Building Code Summaryt f- ILIU- � �' ABV A15OVE FLR FLOOR 5DLT5 SIDE LIGHTS CODE ENFORCEMENT JURISDICTION, DUVAL COUNTY PROJECT LOCATION i--3 -4 -4 AC AIR CONDITIONER FP FIREPLACE SGID SLIVING GLA55 DOOR C, F: y AFF ABOVE FINISHED FLOOR FR FRENCH POOR(S) SW (2) 5WIELVES(QUANITY) ZONING GODF-TWE PROPOSED STRUCTURE COMPLIES WITH THE REQUIREMENTS OF CHAPTER 656, ZONING CODE FOR AHUI AIR HANDLER UNIT FXID FIXED SHUP, 5POWERRE51DENTIAL DISTRICTS, INCLUDING MAXIMUM BUILDING HEIGHT OF THIRTY FIVE FEET (3�1'). I3LK BLOCK FXT FIXTURET.D. TOWEL BAR CABS CABINETS GLS GLASS TP-H- TOCET PAPER HOLDER Duval County Wind Speed one <1 cLG CEILING, 145 HOSE BIB T* TUE3 and SHOWER ZONING CLASSIFICATION: —41 CHR CHAIR RAIL <5 KNEE SPACE TEMP TEIMPERED _fL -X COFF COFFERED I-Av LAVATORY TR TRAN50M WIND ZONE- 105 MPH 110 MPH 11r, MPH =11-3 MPH 120 MPH (WIND-BORNE DEBRIS) -\ � , - 'K () LU �-�jjrfldA pt, COL COLUMN LT LAUNDRY TUB VOL VOLUME Scheidel Court .. COMP COMPRESSOR MR5L MARBLE WC; WATER CLOSET CRN MLD CROWN MOULDING MC, MEDICINE CABINET WD WOOD FLORIDA 5UILDING CODE:2001 EDITION FLORIDA BUILDING CODE - FUEL GAS: 2001 EDITION CVAC CENTRAL VACUUM SYSTEM MIR MIRROR WH WATER HEATERLU FLORIDA BUILDING CODE - PLUMBING-2001 EDITION NATIONAL ELECTRICAL CODE- 2000 EDITION DBL DOUBLE MTL METAL UNCT WAINSCOT 3: :L DIAD DIAGONAL CH OVERHEAD WS WATER 5OFrENER FLORIDA BUILDING COVE - MECHANICAL-2001 EDITION FLORIDA FIRE PREVENTION CODE.2001 EDITION DR DOOR OFNGS OPENING WASH WA5HE Uj DRY DRYER OPT OPTIONAL ASSEMBLY OUSINF-65 EDUCATIONAL L DW D15HWASPEFIR R45 CLOTHE=S ROD and SHELF E5 F-YF-13ROW REF REFRIGERATOR MECANTILE RESIDENTIAL FACTORY INDUSTRIAL FLOOR LINE (MAT.CHANGE) 5,D. SOAP P15H FL r Occupancy INSTITUTIONAL (UNREST) INSTITUTIONAL (REST) STORAGE Classification ROOF A55E1''tBLY 9 .11 HAZARDOUS MIXED OCCUPANCY N/A z to a til u C (f=1ER FBC 104.2-1-1) P, INDICATES PRIMARY OCCUPANCY, S. INDICATES SECONDARY OCCUPANCY 1A.2 ------ ..... TYPE TYPE IV (P) TYPE V (UP) ROOFING SYSTEM: ASPHALT SHINGLE OVER HIGH SLOPE ROOF (4:12 OR GREATER) aPY Construction TYPE II TYPE IV (UP) TYPE VI (P) 'y MATERIAL: 1=15ERCzLASS REINFORCEDHvY WT ASPHALT ROC)F SHINGLE Type TYPE III TYPE v (P) TYPE V1 (UP) MIXED CONSTRiXTION U) W1 ONE LAYER OF UNDERLAYMENT FELT. (D JOE*: 045324 - P: INDICATES PRIMARY CONSTRUCTION, 5: INDICATES SECONDARY CONSTRUCTION FASTENING REQ.. FOUR (4) ROOFING NAILS EACH SHINGLE, PER SHINGLE z NO NO DATE-- 11/9/04 i4 s YE FIRE DISTRICT- SPRINKLE I IYEE MANUFACTURERS WRITTEN SPECIFICATIONS DRAWN. DPBuilding Height APPROX HEIGHT AFC: 23'-Il' AN ROOF HEIGHT AFF. 20'-E-,' ja- 7 FLASHING REQ.: CORROSION RESISTANT METAL FLASHINGS INSTALLED FIRST FLOOR A/C: 614* UPANT LOAD- NA MIN EXITS: NA MAX DISTANCE, NA CHILD: V, PER DETAILS, SEE SHEET EIGHT (0). Building Area -7i7, SECOND FLOOR A/C- ( 02* OCCUPANT LOAD: NA MIN EXIT6. NA MAX DISTANCE, NA 0 TOTALALC_. 1216* OCCUPANT LOAD. NA MIN EXITS: NA MAX DISTANCE: NA WWINE) RESISTANCE RATING: 110 MPH OR GREATER, AS PEP, ASTM D 3161 (MOF-)IFIEE)). GARAGE- NA LLI LANAI/PORCH: NA fREV16EID., 13 7 14 21 Rilloc ENTRY- NA LU TOTAL UNDER ROOF; 1242* -j Lot Area GROSS AREA: 0000001 < BLDG 18 A DUPLEX TOLLNHOME SOLD AS 'FEE SIMPLE' UNITS. BUILDING COMPLIES WITH 0 WIND Z ONE LOCATION M AP NTS. W THE SEPARATION REQUIREMENTS SET FORTH IN Ff3C 2001- -104.4 f�AA�,P, — OF R(DJECT LIES IN THE 120MFDH ZONE, ANTIV, RE�CH �—Iblifi.01140 OFFICK A z JAN 10 2005 0 M 0 (D COPYRIGHT 2003 ESPOSITO, CHEEK 4 A550C., 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 PERmiesioN AND CONSENT OF ESPOSITO, c"EEK, AND A550C., INC- NOR SHALL THE5E PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST 05TAINING SAID WRITTEN PERI 115510N AND CONSENT. Mtn eAd C4 opy / 113A ) 5 sc/� CW Esposito , r-- Cheek z 0 2 STORY MODEL 2 STO Y MOPr= W ENTRY RIGHT ENTRY RIGHT ~ Z 6EPASATION WA Assoc m I C LL. Inc2o'-ol mo 20'-0' Q� 2' ' 3.-0. lm'-PJ" 10'-0" S'-O" 2'-0' 0 LO 4'-O" 4'-O" 4'-O" 4'-0' ❑ Architects ❑ 4540 Southside Blvd, C suite 502 cn Jacksonville, FL 32216 0 N - - _ 4" (904) 641-6649 LU � rMl ) (P-- -r I 0 0 -U rM IN) I a � ,`,1"�� � irrrrrrrri 3"4' SGD R CCESS Sia' SCsD R GGESS •" Not Uali,� � .••1��', — — Perm/ a ''• , 17 F— Without A2 = Signatur ; iis (j'Art Seal an, fit IAB � f- I-4BA10 FL Lic. No. A 2564 Fred R, Cheek Q SL A5 NOTE5 I SLP I I 5L� p I. FOUNDATION 15 DESIGNED FOR AN ASSUMED 4. HEIGHT OF ALL 5TEP-0OWN5 SHOWN ON ' MINIMUM SOIL GEARING PRESSURE OF DRAWINGS ARE MINIMUMS and MAY VERY 4' 4' ' � Q 2,500 PSF_ IT SHALL BE THE CONTRACTORS AT BUILDERS OPTION AS REQUIRED BY I I n� RESPONSIBILITY TO VERIFY THAT THE SOIL SITE CONDITIONS 1L WILL. SATISFACTORILY SUSTAIN THIS LOADING. 5. VERIFY LOCATION OF ALL PIPfNG and 2. (4') 2500 PSI CONCRETE SLAB W/ roxb CONDUITS REQUIRED BELOW SLAB. SEE II IL 10/I0 WWM OR (4") 2500 PSI FIBERMESH FLOOR PLAN FOR ALL PLUMBING FIXTURE CONCRETE SLAB OVER 6 ML POLY- LOCATIONS. ETHELENE VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED 50I1- (TYR) 1 0 I 3. VERIFY LOCATION OF ALL INTERIOR LOAD LPN�, I SL� I I wn FIS BEARING PARTITIONS W/ TRUSS ENGINEERINCz I \ �\L cf1 I IIv'J' DRAWINGS and PROVIDE THICKENED SLAB — ` / I I / T _ IL-1 u AT ALL LOCATIONS (SEE DETAIL) I X MINIMUM STEP DN D15TANCE I I 3'-0" IS" I I 8°I 3'-0" I I f ] Z DETAIL/SECTION NUMBE=R DENOTES-STEP DN OR I f \\F RECESS IN CONC SLAB I .. 9 DETAIL PAGE NUMBER DENOTES-SLOPE GONG I I I I I l,--L SLAB IVB" PER FT (MIN) CID N NOTE 11 m I I ROOF: TRU55 EN51NEERING WAS NOT AVAILABLE ' PRIOR TO ISSUANCE OF THESE CONSTRUCTION DRAWINGS. VERIF=Y INTERIOR ROOT" TRUSS Q I SEARING WITH THE ROOF; TRUSS ENGINEERING PRODUCED SPECIFICALLY F=OR THIS PROJECT. HE3 HB r2 d � (MIN) I I rMIN)I 31�s' SGI) TRAG< W/ I—. �J CONT CAULK BED rn SLOPE CONC. #: 0 �t 1/0'/FT MAXIMUM JOB 045324 z DATE: 11/9/04 A • d DR DP Q 20'-0" 2D'-O" rilo ISSUED, ❑ 4 ° qv 4m'-0" W U) REVISED: w 2 VIRE 5�4OL D DETAIL J A2 FOUNDATION FLAN 11 A 11 1 /� " 0 11 - 011 U ARCHITECTURAL MONOLITHIC � 0 Z 0 ❑ Q COPYRIGHT 2003 E5PO5ITO, CHEEK B A550C., INC. DESIGNER HEREBY EXPRE55LY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWING5. 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 PERMI59ION AND CONSENT OF ESPOSITO, CHEEK AND A550C., INC.. NOR SHALL THESE PLANS BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. • �� rrrr.rr LU TYPICAL EACH UNIT Esposito , x r AREAS A B C Cheek z 2 5T0 Y MO 2 STORY MOPES O 16t LEVEL LIVING= 614 � 2nd LEVEL LIVING: 602 * ENTRY LEFT SEPARATION WALL ENTRY RIGHT ❑ LU OTHER NA 401-011 TOTAL LIVING: 1216 20'_0° 20'-0° Assoc m C GARAGE: NA a' LANAI- NA 6'-0" 9'-0 1/2" 4'_g I/2" 4'-9 I/2" 9'-0 1/2" 6'-(d° ® U- NA 2 -0-1 a' m,1 2'-- / 2" S' 01 2'-0 Inc . 0 ENTRY: O STORAGE 26 * L0 TOTAL UNDER ROOF: 1242 >✓_ Ard-',-hiteCts LuU D 4540 Southside Blvd, C A 5 R V f A TIONG PA IO P.4 IO Jacksonvilsuitel 50 L 3221bI 3030 5H lik 3030 514 � ❑ ABV ABOVE roOcoa 5GD (904) b47�bb49 F- ((0'-10'/2" HDR) ((0'-101/z" HDR) 6068 5Gp O AG AIR CONDITIONER AFF ABOVE FINISHED FLOOR ,41 OHG OPC OPG I OHC AHU AIR HANDLER UNIT BASE GAB �,, �L_ - J L - - J L - - Ji BASE GAB •"�.` ����z BLK BLOCK AccEss 4- I I �- .�` ��P•• '•••.,, ` ',, CABS CABINETS I u l.1 I �' ACCESS CL CEILING LINE 10' EXTENDEDTOP I COUNTERTOP ` SINK SINK 10' EXTENDED •' �' COUNTERTOP � I ` C CLG CEILING I — — I 1 CHR CHAIR RAIL v H6 DINING I I I I I ED f f HB V� a GOFF COFFERED of � i r ! L ow `u O lO OI 1"4 OW J i r IP •, � W COL COLUMN C (P 0 e]D 8 GLCx •• , 6 COMP COMPRESSOR L IL KITCHEN 11 I I I <ITGNEN LL � b � •;�z ' 8' GLG � Q I0 0I � � 8' GLG •..... GRN GRDIUN MOULDING DING CVAC CENTRAL VACUUM SYSTEM VINYL VINYL t• DBL DOUBLE 6'-4 I/2" 4' 0' 2'-11" (a'-iv I/2" 1 2" 2" 1 6'-(0 1/2' 2'-11" I 41-011 (0'-4 1/2' DIACx DIAGONAL � _>r FL LIC, No. � Fred R. Cheek 0 DR DOOR �I 2068 rRFF I 1 r — REF, 2068 I . DRY DRYER SPACE I A STOR.ACxE I I __ -I I L_ - I T - - I STORAGE I - DW DISHWASHER in ; -1 a' GLG (3) 5P r v v OPG OHC (3) sP 8' GLG I 'n Ei3 EYEBROW �® I L J L - - - J - , 1 I m I 0 �� 2'-S 1/2" 3'-8" �,, cv 3'-8' 2'-S 1/2 FL FLOOR LINE (MAT CHANGE) H B�IINDER I I I I WH uN E FP F REPFLR RLACE _ ,_N\------ x6 tr �p� sT1Alf�s I 1 I Slral 5 �� - zx6 --'r ----_`I�- FR FRENCI-I DOOR I -�- rb - - S"�-3-'-_-0-' FXD FIXED - " ,,, FXT FIXTURE _II {�- - - N O I- �" 42'H 9 WALL 42'H a WALL GLS GLASS 0 �r----- 31/2' 3 D I, �, 3 L I/2' ---- •- II LCL POWDER W GAP W CAP-] _ �8 POWDER I m NB 005E 8IB I / ~ -� \ I `�'' �„ K5 KNEE SPACE `� .� i I AiC w0 8' CLG •��� UP UP �8 S' GLG0 / A/G i U LAY LAVATORY �n I coMP VINYL w m u VINYL 0 1 COMP / LT LAUNDRY TUB I I N \ I m II MRBL MARBLE In MC MEDICINE CABINET (, i R45 4'-1' - - 36'0 1/7 36'0 '% 4'-1" R45 I C MIR MIRROR 1 — — p WALL W CAP WALL W CAP MTL METAL. cn i P - I `�' OHC OVERHEAD GA135 m i 2065 SHWR 2068 i `^ �II ' I ~ O OPNG OPENING I 1 1 U_l_l Z 4— OPT OPTIONAL (L Alm 2' 2" R4S CLOTHES ROD and SHELF 3'-1" 4'- " 4'-3" 5'-2 1/2" 5'-2 I/2" 4'-3" 4' 0" 3'-3 I/2" 3'-I" REF REFRIGERATOR SPACE SD 5M010E DETECTOR I �`+ �N2r 4 N � 5DLT5 SIDE LIGHTS 5UDSLIDING CaLA55 DOOR 5H (2) SHELVES (QUANITY) 1 I O SHWR SHOWER "�`� i 8' CLCc �R A T "-' ; U a j SOAP SOAP DI 5H p I _ TB TOWEL BAR `Q i 8' GLCt I to TPP TOILET PAPER HOLDER T43 TUB and SHOWERi I LU I TEMP TEMPERED tu TOB TOP OF BLOCK (CMU) TR TRANSOM ; N 0 VOL. VOLUME N. WC WATER CLOSET LINE of 3068 ENRTY NB 3052 SH 3052 5H HB 3068 ENRTY LINE O WD WOOD CANTILEVERED >1 I<— _ WH WATER HEATER �, �`+ 2ND LEVEL L — f — (ro'-101/2' HDR) 2 I ((a'-101/2" HDR) ! — — J — — — — — J GANTILEVERI D WNGT WAINSCOT � - - -1(d �M- - A10 10 0" 2ND LEVEL cv WS WATER SOFTENER M We" WASHER SPACE41 GON "SLAG d GON(, SLAB w h I I I I I I I I I I I I 51 0111 1 121-4 12'-4' i 5' m" 2'-6' • -----7�------------ ---------------- --- -------------� " --------------------�------------- ----- / U)10'-0" 4'-10" 2 4'-10' 10'-0" 5'-01 0 /71 //JJ�� JOE5#: 0,4532431�24 z 20'-SC//JJ��"I 201-011 DATE: 11/9/04 DRAWN: DP SEPARATION WALL ISSUED: ❑ W U) REVISED: w 1st LEVEL FLOOR FLAN II II 1 /4II _ 1I II f� Q c� U) Q 3 o z O • Q COPYRIGHT 2003 ESPOSITO, GHFF< 4 A550C-, INC. DESIGNER HERESY FXPRE55LY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RI6HT5 IN THESE DRAWINGS. THESE PLANS, DESIGNS AND DRAWINGS ARE NOT TO BE REPRODUCED, CPANGFD OR COPIED IN ANY FORM OR MANNER WPAT5OFVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF ESPO51TO, CHFF< AND ASSOC., INC.. NOR SHALL THESE PLANS BE A551GNFD TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN PERMISSION AND CONSENT. Q Q ❑ LU EspositX r- k Z Chee0 0 LU A B C z 2 5ToR1' Mop�l. 2 sToRY MDSL Assoc 1 `0 ENTRY LEFT 5EPARATION WALL ENTRY RIG- IT `L Ino m 40'-0" LO 20'-0" 20'-0" r❑\ 6'-_T 1/2" 13'-2 I/2" 13'-2 I/2' 6'-7 I/2' Architects ujU D 6'-5 1/2' 6'-9" 22.. (0 _q 6'-5 1/2' ❑ LU 4540 Southside Blvd, c suite 502 cn 2 Jacksonville, FL 32216 4052 5H A10 I 4052 5H (904) 641-6649 Lu ((0'-101'/2" HDR) 0 �`0 a 1 I I :— — — — — — F o �r I OUJNEf P..,S A10 �lJ I �l _ J z 8' GLC a' GLG - t ., "M �a • � � � � (P �, a NOTVERIFY I NOTIE VERIFY m TUB R.O. W/ TUB R.O. W/ CONTRACTOR CONTRACTORN o FL Llc. No. AA6002,5r d) -L 0 �n 4'- 1/2' 5'-6 1/2' 3'-, 1/2' 3'-1 1/2' 4'-9" 4'-10' �N \ I Fred R" Cheek ❑ o 14 #3 �, 2 2' ATM #3 G T A 1 1 �l O T e �� � S' GLG • .9 0 -r VINYL VINYL Q 1. (15) EQUAL RISERS AT 7-9/16" EA (13) EQUAL TREADS AT 912" W/ I" NOSING EA Q r- (TOTAL TREAD DEFT TO BE 10112" 1`1 IN) Cm � �� DN �� 2. TREADS SHALL 51E 2x12'5 GLUED and Q NAILED GRIPPED DOWN AS REQUIRED) Q 6' H N —IL nl J'1�4 AT D I C — — — C — — 3. I5ER5 SHALL BE Ix8'5 GLUED and Cn R - � ` r J I� NAILED GRIPPED DOWN A5 REQUIRED) II L!L rI I _ a 2' viz WALLm 42'N 1i WALL- UI/ L f� z I I I I 0 I I I CAP W/ CAFI C r N I y 4. LANDINGS SHALL BE CONSTRUCTED OF I `� r- 1'-4' 1'-4° LAUNDI3 >I I II U -4 1 I I] ML.AUND I I I I cn m "� 2x5'5 � Ira" OG and DECKED W/ 3/4" T46 rA 8' CLCz —_ u 4 � = J S CLG _ I VINYL �m 3 ;� z VINYL N PLYWOOD GLUED and NAILED Ul �`�'I 1 ��47 N R 4� R 45 cp �p �8 I�' I�I I �, 5. STRINGcER5 SHALL BE 2x12'5 EQUALLY I �I T — — —`� — - �' 2668 I� �`I I X U L u l _ 28x"5 - 0 m iv N — m 0 L — U SPACED (TYf) 11 cv 26 68 2668 R45 - R45 I\ 4— m I x ,�Hu l I N L4� OL _ _ _ — �- `" 2668 IL � _1 2668 ri r 3'--1 1/2" 3'-0° 2'-3 1/2" 2'-8° 4'-II" 2' 2N 4'-11' 2'-8" 2'-3 1/2" 3 -4" 3'-0" 3'-1 1/2" (S) 5 E D -� �, m 8' GLC-c 8' C1�C�x � 8' G1 G ° I a' GLC —1 U LU U 3052 5H 3052 SH 0 _ N (61-101�z' HDR) 2 (6'-10'/2" HDR) �, LU L IQ 3052 SH A10 3052 5H (6'-10112" HDR) (6'-10112" HDR) U C� 4'-I0" 4'-10" 5'-0" 101-01 ION XMy C31-10, 101-01 045324 (U) 20'-0" 20'-0° Z DATE: 11/9/04 40'-0'1 DF�'AWN: Dim GNICD= SEPARATION WALL ISSUED= Q W V) i�EVISED: W 2 Uj 2ND LEVEL FLOOfP,., FLAN 1111 1 /4 " 1 I X011 Q 0 Cn IINNNNNNNN0 z 0 0 Q GOPYRI(SHT 2003 ESP051TO, C-HEEiC 3 ASSOC., INC. DE516NER HEREBY EXI RE55LY RESERVES HI5 COPYRICYHT AND OTHER PROPERTY RIcSHT5 IN THE5E DRAWINGS. THE5E PLANS, DE5IcSN5 AND DRAWIN65 ARE NOT TO 5E REPRODUGEO, CHANGED OR GOPIED IN ANY FORM OR MANNER WHAT50EVER WITHOUT FIRST 057AINING THE EXPREZMI551ON AND CON 55 WRITTEN PEFSENT OF E5P051T0, CI-IEEIC AND A550C., INC:.. NOR SHALL THESE PLANS BE A551CsNED TO ANY PARTY WITHOUT FIRST OBTAININCs SAID WRITTEN PERMISSION AND CO l Il� 111.5 SCh �� � • Q LU 12 4 Esposito , 12 r Cheek z 0 BfRG 2ND LEVEL 1-1'--I" in - - & F- W z Assoc [, ,, �- VINYL SIDING Ina b '�o FIN FLR J 2ND LEVEL 9'-51i8" Lu Architects / BRCS u � MAIN S'-IIB" O 4540 Southside Blvd. C DECOR BRACKET M Lj suite 502 V) Jacksonville, FL 32216 0 VINYL sIDING (904) 641-6649 LU�0 `,,1`I IIIIt11tl� `iG.. Not Vali,'` a� . FIN FLRMAIN O'-O" ` -- — Perrrul� w• WithoIi Signatur (Pill . Seal, an- 'A24 n • � , fP, Ie�4T SIDE ELEVATION II a 1 /4II I II FL Lic. No. AAOQp, 14t,,,,,,, Fred R. Cheek • A 6 C 2 STORY MODEL 2 STORY MODEL ENTRY LEr-TENTRY RIGHT a IL z SEPARATION WALL CV = II vl tu X � 12 12 I Lu 4- 4 I 4 -- f n u 4 o ~ 11- n n BRG _ 2ND LEVEL IT-T 0 U .� -A FEI EE E �U Q V w �Lll :1 VINYL SIDING U VINYL SIDING I LH C LLU <1 I FIN FLR - 2ND LEVEL BRG MAIN U (,n DEGOR BRAGKETSLiu L�I I DECOR E3RACKET5 U) J054: 045324 VINYL SIDINGLL� VINYL SIDINCz DATE: II/9/04 z DR,4LUN: DP CN4<D: FIN FLR _ MAIN m'-m� ISSUED: ❑ LU cn REV15ED: w 2 PF0 YT ELEVATION " All 1 /4II � jI - 0II J I Q U cn Q 0 z 0 © COPYRIGHT 2003 ESPOSITO, CHEEK S 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 WHAT50EVER 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 PERMI5SION AND CONSENT. 111,3 1//S 5chamL.,. eJ-