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HomeMy WebLinkAbout2640 Vineyard Cir (a) (2)0 AN or. ED I'I.K, � I ; I ;'I,I-, ::',-I to q Dcscriptiors of Work: ��,yi rnnyOr[i(if- i .IL_._= C� ��_-- _ ._Total jtluatc I'uuta.'e— klisturic District:— _ Zo[[iug r.Value of bi'ork: `i --- _1_!XC__ Perutit Type: Building _g_ Elenical _ Nlcchamcal Plurnk�in„ Fite Sprinf.lcr/Alam - Pof Y RECEIVED Electrical' !! W Service -hof AIv1P . _ _^ Add hon/ ,lieratiun _ _ avenge of ScN vice __ 'f crnpor,ry (ole AUG Q� ZU01 NIec•hanical �tcsiderrtial _ Non-Rcsidentt[rl — _ Rcplacetucnf _ — 'New x (Ch.et l-ayoul & finergy Cal::. R<-quuQ(!) H 11 Plumbing/ New Cornmercia(: h of Fixtures _ it of `I,'ater 2. ;:,c:cs'rr i_incs_ 6' of tins Lines !'iumlyin /Neve Ttesidenrial: 4 of bb'aterClosets -- h'iumhin.,, T epair - Rcsuisn[ial ur Ccuirtie, r,J Occupancy 1)pe: Res,dcn lal _ _ Cutnutciclal I[iciustrial �.� c�t f t f_ Coustruction Type: 4 of Stoney: ti of Dv.dlinl± Units �— F'lo xi 1:ooe t! f'nIA fora, ,rq,r„c:I) Fy rJ,vncrs Name &Address: 7?5 Haile Strut ana IIIA Ste. 1 10 orange Zty t:vnn actor 1Nan:e & Address -Matta —j.,i I ._..��.t__.--.-�-T--� 775 Harley Stricand BNT%,Ste;. 11 O,Urcl�itrir.ic n ct; ,,.,, _- -- —_-_ CG -C LS_LCZ1.4_a ..._.___. ;>itc„te & r:,, 30 ---8-5-1=,-9 GFaY - �..'1----7 A 4 r, "a P w Ratibi.i--CLc.Ly..tQjA_ _.rt;�-3 8 6 =8 51 - 7 9 7 7 10un"T Mrparty. Nj_j __--___._._�- --•-- _._._._. ---.---------- _-_. _ .__.---. ---_ Address. �lartgar;c I.cndcr N Ad:lre;t' ArtlatcctiE;nkiuccr. S�eve _Kastner -- "dress 6905 Wickham Fid. Melbourne, F L 321 -7.51 02.6_E9 Applic-mion to herchy made to A= a Puma M do Ihct work and imallattom a u:diu"d 1 cc:rufy lust m WK or n,S1AI,1:iot, ii:,”, Co!ntnencal n-1or No the issuance ofa pcitnit and that all wok wtll he pert'ormco to nu:s maneL:rd-, ofall WA ret; W n--cmfctmamn iu two Ini,:dn..li•:m I undcr,rmd that d ; p»tdl�. peruiil 1nu51 be st:r wcd for ELEC1 Rl(.:,AL WORK, PLUn4EiUK, SJGN; WAV POOLS, I'I;IWACLS, fli)iI.M, HE.AI",-R".i, 1 ANKS, and .I R. C(i;i0!'110i'LRS , ctc I certify that all of the foregoing InfolinaliUn 1S a ceurafe and Ihal all vwurl: will hr dooc in ro:nphl ncc ,,-uh all :ippli,,ahlu la's re6utaunS catmmuton "d zoning, WARNING 10 OWNER: YOUR FAIL URL 10 RECORD A NOTICE 017 CC)n,i,WIL CfM11af MAY RI Sf.i.l i IN YOUR PAYINU 'VOTE FOR I,I`AV r.(Ydf;N'II:N FS TO YOUR. PROPEP.1 Y IF YOu INTEND TO OBTAIN FINANCING, CQ1'';UL.T 1;'t f H 1 01UR LLNDLK OR AN ATTORNEY BEFORE RECOIWIN(i YOUR NO'T'ICE OF C0fv1MGN('E ic1 .N'I NUTTY In add "m to the requirements &W Km w Men .ray he a;idow& resit iu"n ;t y,cahlc to thispru��hr rl)". It 111j), be found in the public. ret )rd; of y lilcounty, and the: e may bc: uddutonal pennits requited ftow olhca r'o�•emmcnt:il enuuca sit 6 as sig„ter rnanai'yY :nl Ittl NciP, of fcGe;al auenc ic, Acceplamc of permit is vvidicatton that I will notify rhe owner of the pro; arty of ti;c ; r,f "Tu, tt,na:ut._ of OwnCtiAUcnt N” OWne Mgent's NM(: Signotote ul Notary -:tate of Fiutida UcvnerlAsent i. Personally Known to,Mk! ur Priduced 11) _ APPROVALS: "LUPII;,<;:i _._._ 1 � ll'! IL _ /C Spc,:ial Condtunns' 111��� H,ev asr'U06 f)alc V2_117 ofly;ra:tu•Ai'cut Ua;c- /t1 1 ..0...._._: ........ I�}nt LU'lt:.:cIW:AIi�r,t�S !'�.nuC $,f;nd W:e (I f;uLi r,-.`.,taa. J!ntl'a ihi;e YP` Debra N1. clayton c My commission DD248439 'PoF tv Expires December 12, 2007 Cc,n::zrt: ,•A; : rn f'rtsoca::; Y.nov:;: to NIc u 'r T IMPACT FEES WD, �� 1( __ - 40 -0" 14 12 -0" 14'-0"— -� - -------- u -- -^ (2) 2x12 BEAM (2) 2x12 BEAM 2" (TYP) I I i 4x4 PT POST TO 8'-0" AFF -PAD OUT 1 COVERED PORCH I TO 8" SQ (3) PL I 9'-0" / CONC G I o I ca 8,-0" 14'-0" m I I I � Ix <v l l N r, 1 I� CJI I I III MASTER BATH I I 4L,,x64„ I 12-05-05-V18 9'-0"/ VINYL TUB DECK 8080 SGD 6080 SGD, �. i. 12-05-05-V18 SWI Co • I o 15'-72" 12'-1" r 00 FAMILY 00 MASTER SUITE 9'-0"/ CARPET _100 CARPET I Ni °Y 0) CQ ' I 7„ N 8., 13'-04„ 2'-74„ 3.-3 71 8'-58 -IN I in 0 c q. v NOOK v c 24" KNEE MCJ/1 SPACE 42x6Q Cn CL CIV 4r-8" 2668 ROD & SH Q 4068 BF 4,-91 TUB Ln Lu I W/JETS u' 1 „ ao 0 b I 1711 �� 1'EMP GLASS CQ) SHWR lUB DECK --BUILD OUT 311, Tn CFIIING 6'-72" BEDROOM #22- 1 9'-0"/ CARPET 6, _ -22„ 118„ 3, 98„ DESCRIPTION 4,-42,> 2, 18'-6„ 9'-0"/ VINYL O I � I SEE REVISION SHEET V) I I cn I DATE BUILD Dowty a° q -Ica b FRAME WALL (TYP) GARAGE " CL----� -------- a -------- BUILD u7 26U 9'-0" / CONIC 00- 18-07 \ �n t`t 6" THICK SOLID POUR CONC-- Melbourne, FL 32940 Phone: (321) 259-6972 - FOR SfRUCfURAL CERTIFICA710N ONLY WALL W/ #5 REBAR TO 2" BELOW TOP OF WALL © 72" r� Q FOYER OC AND EA. SIDE OF OPENING 1 CD 1 -g"` U.N.O. (SEE DETAILS ON SW1 13'-62„ 2 I PG.) 12-05-05-V18 SWI Co • I o 15'-72" 12'-1" r 00 FAMILY 00 MASTER SUITE 9'-0"/ CARPET _100 CARPET I Ni °Y 0) CQ ' I 7„ N 8., 13'-04„ 2'-74„ 3.-3 71 8'-58 -IN I in 0 c q. v NOOK v c 24" KNEE MCJ/1 SPACE 42x6Q Cn CL CIV 4r-8" 2668 ROD & SH Q 4068 BF 4,-91 TUB Ln Lu I W/JETS u' 1 „ ao 0 b I 1711 �� 1'EMP GLASS CQ) SHWR lUB DECK --BUILD OUT 311, Tn CFIIING 6'-72" BEDROOM #22- 1 9'-0"/ CARPET 6, _ -22„ 118„ 3, 98„ DESCRIPTION 4,-42,> 2, 18'-6„ 9'-0"/ VINYL PD MB I SEE REVISION SHEET V) I MB �( STARrh RL,VI � NS I DATE BUILD Dowty a° n v -Ica I o I FRAME WALL (TYP) GARAGE " CL----� -------- a -------- BUILD u7 26U 9'-0" / CONIC 00- 18-07 \ W.I.C. Suite x/307 LICENSE /I PE 41101 Melbourne, FL 32940 Phone: (321) 259-6972 - FOR SfRUCfURAL CERTIFICA710N ONLY DO N G/v r� Q FOYER m o \ 7 9'-0"/ CARPET 1 CD 1 -g"` l N 13'-62„ 2 I 1 2 -02 \ 9'-0"/ CARPET <_t 3" WALL @ 34" AFF g \ JI W"/ SMOOTH TOP BAf�o • 6' ROD & 51-1OVER (SEE DETAIL) I/ 1 ,1 1 14 cv of1„ I 13'-04 �1,! 7„ 8/1'-11a C 7 E1'-10- 1 I 5'_101„ 2'-8' 2 11'-82„ Cn p v CI =Q ROT I NDA 10l 9 BUILD I t 10'-0" CARPET / I DOWN 8" _ 1 HB ° �� c ACTIVITY ---- -- - - ----------� ------ ® - Mc v w n co9'-0"/ cv CARPET -HALL BATH / \'" __ g -0 / VINYL DBL SINK DW - -g -v D5 1 W/ DISP BUILD DOWN E_ 13'-04 1„ -104 1„ 2'-42 22� fl 12'-41" 2 2'-7" N 0 KITCHEN 30" KNEE SPACE 3 z— 9'-0'/ VINYL N of TUB/SH R N I 3068 BF `° 5 1 2" WALL L BEDROOM #3 " v 9'-0"/ CARPET o 39" REF SPACE I I I �r I I I INASH0 II DRYER I LOCATION I 4> BF m N - L ----J 4 SH Lo C v L40CWIO2I UTILITY 2'-4° -3, 1 "c 3, 4„ 3'-b2 4'-9" 6'-1 " s' -o"/ VINYL 2't 1 I d• CD 2868 MT I d DINING a 00 - - 22 1/2" x 54" I 9'-0"/ CARPET I ATTIC ACCESS 1 1' 22„ I L------- d fi 4 N BUILD DOWN 8" a �I 42" AFF W/ I MT WOOD CAP •p� ' �`•. .'`'. .. 1 dill` p. 0922'. 0 I T 1 (2) 26 SH 16-05-05-V18 _ EGRESS SW 1 2" (TYP) 9��5 SW1 20"X16" FRAME COLUMN W/ PT 40 POST TO 9'-0" AFF 7'-0" 5'-6" 1 -8 J'- 5 3 -5 1 -8 ICQT04 NOTE, sETBACK"" USE (4) SPF GR 2 (OR BETTER) 2 CURB BEYO D CONC WOOD STUDS UNDER GIRDER GARAGE W LL (TYP) JOINT. ANCH PLYS W/(2) ROWS OF 10d NAILS (9 8' 0/C. ENTRY 16070 OHGD 11'-0"/ CONC 25-05-05-V18 16'-0" LC � 14'-2" 6'-10" 40'-0" 4 Iol Cr �w 00 I rn , 0 I V) LL'i N W ]HB WH p 3030 CONC PAD e CC>MP 11 ,-4, CV I b ('L c> 0 I 0 CD I NI PLAN NOTES: * HOME OF THE YEAR PACKAGE (2007) 10'-0"x28'-0" COVERED PORCH * 6068 SGD @ MASTER SUITE * UPGRADE KITCHEN CABS LEVEL 1 * (1) STAGGERD CABINET/ CROWN MOLDING — TOP OF CABINETS * TILE BACKSPLASH U KITCHEN UPGRADE CARPET LEVEL 1 LIGHTING IN (2) LOCATIONS UNDER CABS TILE IN ALL WET AREAS * MOSAIC TILE BORDER IN FOYER * JETTED TUB © MASTER BATH * RAISED VANITY Q MASTER BATH * DELUXE LANDSCAPE PACKAGE * GARAGE FLOOR STAIN * KWIKSET FRONT DOOR HANDLESET * ATTIC TRUSS SYSTEM FOR STORAGE K COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and rernain the property of Mercedes Hornes Inc. The reproduction or unauthorized use of these documents or any other project without written perrnission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER, REVISIONS -22„ 118„ 3, 98„ DESCRIPTION 4,-42,> 2, 18'-6„ -2" CURB BEYOND PD MB 06 XXXX SEE REVISION SHEET PD MB �( STARrh RL,VI � NS REV DATE BUILD Dowty a° B'f -Ica I o I FRAME WALL (TYP) GARAGE " CL----� -------- a -------- loo u7 1 & 9'-0" / CONIC 00- 18-07 \ \ 1( Bbl MICIiAEL Y. tMELZER P.E. Suite x/307 LICENSE /I PE 41101 Melbourne, FL 32940 Phone: (321) 259-6972 - FOR SfRUCfURAL CERTIFICA710N ONLY LIVING 99 \ G/v r� Q FOYER m o 7 9'-0"/ CARPET CD 1 -g"` 10'-0"/ VINYL CL 3'-8" >Z >>- 13'-62„ 2 I 1 2 -02 d fi 4 N BUILD DOWN 8" a �I 42" AFF W/ I MT WOOD CAP •p� ' �`•. .'`'. .. 1 dill` p. 0922'. 0 I T 1 (2) 26 SH 16-05-05-V18 _ EGRESS SW 1 2" (TYP) 9��5 SW1 20"X16" FRAME COLUMN W/ PT 40 POST TO 9'-0" AFF 7'-0" 5'-6" 1 -8 J'- 5 3 -5 1 -8 ICQT04 NOTE, sETBACK"" USE (4) SPF GR 2 (OR BETTER) 2 CURB BEYO D CONC WOOD STUDS UNDER GIRDER GARAGE W LL (TYP) JOINT. ANCH PLYS W/(2) ROWS OF 10d NAILS (9 8' 0/C. ENTRY 16070 OHGD 11'-0"/ CONC 25-05-05-V18 16'-0" LC � 14'-2" 6'-10" 40'-0" 4 Iol Cr �w 00 I rn , 0 I V) LL'i N W ]HB WH p 3030 CONC PAD e CC>MP 11 ,-4, CV I b ('L c> 0 I 0 CD I NI PLAN NOTES: * HOME OF THE YEAR PACKAGE (2007) 10'-0"x28'-0" COVERED PORCH * 6068 SGD @ MASTER SUITE * UPGRADE KITCHEN CABS LEVEL 1 * (1) STAGGERD CABINET/ CROWN MOLDING — TOP OF CABINETS * TILE BACKSPLASH U KITCHEN UPGRADE CARPET LEVEL 1 LIGHTING IN (2) LOCATIONS UNDER CABS TILE IN ALL WET AREAS * MOSAIC TILE BORDER IN FOYER * JETTED TUB © MASTER BATH * RAISED VANITY Q MASTER BATH * DELUXE LANDSCAPE PACKAGE * GARAGE FLOOR STAIN * KWIKSET FRONT DOOR HANDLESET * ATTIC TRUSS SYSTEM FOR STORAGE K COPYRIGHT 2005 All drawings, specifications and copies thereof are instruments of service and rernain the property of Mercedes Hornes Inc. The reproduction or unauthorized use of these documents or any other project without written perrnission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER, REVISIONS REV DATE DESCRIPTION BY APP. Q5 22JAN07 INITIAL RELEASE PD MB 06 XXXX SEE REVISION SHEET PD MB �( STARrh RL,VI � NS REV DATE DESCRIPTION B'f APP. 0 - I 12JUN07 ISSUED FOR CONSTRUCI-ION RM ENG BUBBLE OPTIONS SVP -02048.000 LO Elevation "MW" MBr SGD Porch 28'x10' SEESWI.dwg CONCREr1'E NVALL DETAILS 211SEPO4 XX—H-1-B-1-IBB—Xx _ INDICATES �IEADER CONFIGURATION. SWl SEE SHEET SW1 FOR ALL CONCRETE WALL AND HEADER DETAILS. DIMNOTE.dwg DIMENSION NOrrES: 18A0005 1. ALL EXTERIOR CMU WALLS ARE 7 5/8" U.N.O. 2. ALL EXTERIOR POURED CONCRETE WALLS ARE 6" U.N.O. 3. ALL EXTERIOR FRAME WALLS ARE 4" U.N.C. 4, ALL INTERIOR FRAME WALLS ARE 3 1/2" U.N.O. 5, DIMENSIONS SHOWN ON FLOOR PLAN ARE TAKEN FROM THE "OUTSIDE" OF INTERIOR FRAME WALLS. 6, DIMENSIONS SHOWN ARE FOR ROUGH FRAMING; FINISHED DIMENSIONS AND INTERIOR DETAIL DIMENSIONS WILL VARY, AlLEGENDC.dwg SYM06L LEGEND 26AUG05 - DOWEL ROD LOCATION ►�— - HOSE BIB LOCATION �D - INTERIOR DETAILS WALLLEGEND.dwg WALL LEGEND 16DEC05 ALL EXTERIOR WALLS 9'-0" AFF U.N•O. - INTERNAL BEARING WALL - SOUND INSULATED INT. WALLS AREA rrA,13ULATION FIRST" FLOOR A/C ...................... 1978 TOTAL UNDER A/C 1978 ENTRY......................................... 20 PORCH.....•.•• ............................... 280 GARAGE...... • • ............................... 381 TOTAL UNDER ROOF 2659 F00'rPRIN'I': <10'-0" x 70'-0" s L HOMES SEVILLE PAaLIVt FLOOR PLAN "ImW JONES RESIDENCE SCALE (UNC): i/4" = V-0" CDS jf VOL --000081-07 sSHECr: � �� DRAWN UY SCT w .VALLS: w P R 0 D. D E V. S CHECKED ©Y MASICP PROD. DEV. QS_197804WR_CI5 _ MERCEDES ,- ' ARCHITECTURAL , AND ENGINEERING SERVICES 00- 18-07 6905 North Wickharn Road MICIiAEL Y. tMELZER P.E. Suite x/307 LICENSE /I PE 41101 Melbourne, FL 32940 Phone: (321) 259-6972 - FOR SfRUCfURAL CERTIFICA710N ONLY �LIVING/FOYER OPENING Al SCALE: 114" = 1'-0" )OD CAP z LIVING OPENING Al SCALE: 1/4" = 1'-0" a LIVING/DINING OPENING �A1 SCALE: 1/4" = 1'-0" d - OPEN TO I KITCHEN Co 3 '-1" KITCHEN_ OPENING 4/4" = 1'-0" 1'-6" q /-- 24" tTRIP W2030 36"x48" MIRROR /f +o" LAV F F WC VSB36 n HALL BATH SCALE: 1/4" = 1'-0° 2'- 41" 57"x42" MIRROR LAV I� 24" KNEE SPACE VSB3335 AD24 S6 MASTER BATH CALE: 1/4" = 1'-0„ / 3'" WALL @ 341" / AFF W/ SMOOTH TOP BAR OVER A I ---------____-- -- --- -- -I-----T--- r-------�-- ,I -- I o 05 I 00 i B36 SB33 DW B27 I I c I � I 1 � L N W 0 O r� I � I := I I � I rte) Imo) rrj I m y I KITCHEN CABINET LAYOUT SCALE: 3/8" = V-0" 30" KNEE SPACE 3 WALL SMOOTH BAR F/7 b� �­­A1 SMOOTH DETAIL LU SCALE: 3/8" = V-0" COPYRIGI-Irl, 2005 All drawings, specifications and copies thereof are instrurnents Of service and remain the property of Mercedes Horses Inc. The reproduction or unauthorized useof these docurnents or any other project without written permission from Mercedes Horner Inc, is strictly prohibited. This design is protected by federal copyright laws. MASrlTR REVISIONS _ RETF DATE DESCRIPTION_ OPEN TO DINING APP. 05 X7� 8,_212„ PD LIVING/DINING OPENING �A1 SCALE: 1/4" = 1'-0" d - OPEN TO I KITCHEN Co 3 '-1" KITCHEN_ OPENING 4/4" = 1'-0" 1'-6" q /-- 24" tTRIP W2030 36"x48" MIRROR /f +o" LAV F F WC VSB36 n HALL BATH SCALE: 1/4" = 1'-0° 2'- 41" 57"x42" MIRROR LAV I� 24" KNEE SPACE VSB3335 AD24 S6 MASTER BATH CALE: 1/4" = 1'-0„ / 3'" WALL @ 341" / AFF W/ SMOOTH TOP BAR OVER A I ---------____-- -- --- -- -I-----T--- r-------�-- ,I -- I o 05 I 00 i B36 SB33 DW B27 I I c I � I 1 � L N W 0 O r� I � I := I I � I rte) Imo) rrj I m y I KITCHEN CABINET LAYOUT SCALE: 3/8" = V-0" 30" KNEE SPACE 3 WALL SMOOTH BAR F/7 b� �­­A1 SMOOTH DETAIL LU SCALE: 3/8" = V-0" COPYRIGI-Irl, 2005 All drawings, specifications and copies thereof are instrurnents Of service and remain the property of Mercedes Horses Inc. The reproduction or unauthorized useof these docurnents or any other project without written permission from Mercedes Horner Inc, is strictly prohibited. This design is protected by federal copyright laws. MASrlTR REVISIONS _ RETF DATE DESCRIPTION_ BY APP. 05 22JAN07 INITIAL RELEASE PD MB 06 xxxx SEE REVISION SHEET PD MB SrUAprr REVISIONS _ REV DATE DESCRIPTION , BY APP, 0 12JUN07 ISSUED FOR CONSTRUCTION. RM ENO BUBBLE OPTIONS SVP -02048.00016 Elevation "MW" MBr SGD Porch 28'x10' a t M(�:211c(:,11d,teks HOMES SEVILLE .L L� L� q/� INTERIOR D , rfAtLS JONESRESIDENCE SCALE (UNO): CDS IJ SHEET: 1/�I$' = C -O" VOL -000081-07 1 � DRAWN BY SCr it WALLS: �1 PROD. DEV. CHECKED BY MASTER # PROD. vLv. Qs_197804wu_Q5 MERCEDES AIACLIIrI'EC' I1RAL AND ENGINEERING SERVICES 6905 North Wickharn Road Suite #30/ Melbourne, FL 32940 Phone: (321) 259-6972 t ATTIC VENTILATION CALCULATIONS MAXIMUM TOTAL HOUSE SQUARE FOOTAGE: 2659 SQ, FT. MAXIMUM REQUIRED AFTIC VEN'IING (1.500 ): 2659 ' 144 / .300 = 1276 SQ. IN. MINIMUM PROVIDED VENTILATED SOFFIT: 163 LIN. FT. (D 10 SQ. IN./LIN. F'F.= 1630 SQ. IN. (127.7%) MINIMUM PROVIDED RIDGE VENT: OFF—MID VENT OFF—RIME 39 LIN, FT, @ 11 SQ. INJUN. FT.= 429 SQ. IN. MINIMUM PROVIDED OFF—RIDGE VENTS: (88,5/) 5 UNITS © 140 SQ. IN./UNIT = 700 SQ. IN, TOTAL MINIMUM PROVIDED VENT AREA = 2759 SQ. IN. 2'—O" � 4'-0" MIN. � 4'-0" MIN. fl� 4'—O" MIN. � 4'-0" MIN. %2'-0" 6 rrP 1� _ � II � U �- uii GABLE HIP II II ii RECOMMENDED OFF—RIDGE VENT II s° RAKE II PLACEMENT GUIDELINES II 2"x11" RAISED BAND W/ SMOOTH SAND FINISH G'A" RAISED BAND W/ SMOOTH SAND FINISH 5" SQ x THICK (2) PL 13'-0" BRG -112" THICK ;TOP OF GIRDER) �I�f 8" RADIUS cV (TOP OF GIRDER) 1,-o lk 0" BRG'- 9'-0" BRG 9'-0" _ — 0'_0" FFE 1 \ 7 NOTE: ALL SUB—FASCIA 2,,4 & O.H, PLUMB CU r 9,_0 0'-0" 2., 2" ZO E 5 ZONE 5 + sf F_ 7 F_ I'WO TONE -39 4P%r -39 4Psf F_ F_ F_ F_ F_ F_ F_ PAINT (TYP) I +32.F_ F_ 4,r - - �- �- - 0.-0. FFE ------------------- 6"xj" RAISED BAND W/ SMOOTH SAND FINISH FRONT ELEVATION "MW" SCALE: 1/4" = V-0" REAR ELEVATION SCALE: 1/4" = V-0" " BRG 1" FFE COPYRIL.rlir� 2005 Al drowings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. rhe reproduction or unauthorized use of these documents or ony other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER REVISIONS REV DATE DESCRIPTION BY APP. Q5 OFF—MID VENT OFF—RIME VENT OFF—RIDIE VENT OFF—RID E VENT OFF—RIDIE VENT 6 rrP 1� _ � II � U �- uii GABLE HIP II II ii RECOMMENDED OFF—RIDGE VENT II s° RAKE II PLACEMENT GUIDELINES II 2"x11" RAISED BAND W/ SMOOTH SAND FINISH G'A" RAISED BAND W/ SMOOTH SAND FINISH 5" SQ x THICK (2) PL 13'-0" BRG -112" THICK ;TOP OF GIRDER) �I�f 8" RADIUS cV (TOP OF GIRDER) 1,-o lk 0" BRG'- 9'-0" BRG 9'-0" _ — 0'_0" FFE 1 \ 7 NOTE: ALL SUB—FASCIA 2,,4 & O.H, PLUMB CU r 9,_0 0'-0" 2., 2" ZO E 5 ZONE 5 + sf F_ 7 F_ I'WO TONE -39 4P%r -39 4Psf F_ F_ F_ F_ F_ F_ F_ PAINT (TYP) I +32.F_ F_ 4,r - - �- �- - 0.-0. FFE ------------------- 6"xj" RAISED BAND W/ SMOOTH SAND FINISH FRONT ELEVATION "MW" SCALE: 1/4" = V-0" REAR ELEVATION SCALE: 1/4" = V-0" " BRG 1" FFE COPYRIL.rlir� 2005 Al drowings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. rhe reproduction or unauthorized use of these documents or ony other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER REVISIONS REV DATE DESCRIPTION BY APP. Q5 22JAN07 INITIAL RELEASE PD MB Q6 XXXX SEE REVISION SHEET PD MB START REVISIONS REV I DATE DESCRIPTION BY APP. 0 112JUN07 ISSUED FOR CONSTRIJCFION RM ENG BUBBLE OFTIONS SVP -02048.0001E Elevation "MW" MBr SCD Porch 28'x 1 O' I H �A(Gl E I RIO' 0 F OPENING PRESSURE AND ENGINEERING NO'T'E: SEE T1 SHEET FOR OPENING DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION. OPENING PRESSURE INFORMArI'ION 120 MPH "C" ENCLOSED EDGE STRIP (COMPONENTS & CLADDING): 4' NOTE: AN OPENING IS CONSIDERED IN ZONE 5 IF ANY PARI- IS WITHIN EDGE STRIP. WORST CASE OPENING DESIGN PRESSURES: -1-30.3 Psi` —39.9 psf TYPICAL ELEVA'T'ION DETAIL NOTES: * OVERHANGS ARE 1'-0" U.N.O. * RAKES ARE 6" U.N.O. * SEE ELEVATION PLAN FOR HEADER HEIGHTS. * ROOF PITCHES ARE 6:12 U.N.O. * ALL EXTERIOR CEMENT FINISHES IDENTIFIED AS "TEXTURED CEMENT" ARE 2 OR 3 COAT STUCCO IN ACCORD. W/ ASTM C926/C1063 AND FBC 2004 8703.6 TEXTURED CEMENT ELANDS ARE 6" x 3/4" THICK U.N,O. U.N.O. = UNLESS NOTED OTHERWISE �f HOMES SEVILLE PALM EXrFERIOR ELEVATIONS "MW" JONES RMDENCI.i. SCALE (ONO): I/4" = V-0" CDs VOL -000081-07 �1 L ORAwN 0Y PROD. DEV. SCr /j Q/5 WALLS: CHECKED BY MASTER b PROD. DEV. QS_1978010VE_Q5 INV MERCEDES ARCI-IIrI'LCrI'URAL AND ENGINEERING SERVICES 06—tb-07 6905 North Wickham Road MICHAEL P. ME'L ER P.E. Suite //307 Melbourne, FL 32940 LICENSE # PE 41101 FOR SFRUC1`0AL CERTIFICATION ONLY Phone: (321) 259-6972 N ATTIC VENTILA'T'ION CALCULATIONS MAXIMUM TOTAL HOUSE SQUARE FOOTAGE: 2659 SO. FT, PD _L MAXIMUM REQUIRED ATTIC VENTING (1300 ): XXXX SEE REVISION SHEET PD SHEET; 2659 * 144 / 300 = 1276 SQ. IN. MINIMUM PROVIDED VENTILATED SOFFIT: 0 12JUN07 ISSUED FOR CONSTRUCTION' �APP= RM 163 LIN. FT. 0� 10 SO. IN./LIN. FT.= 16.30 SQ. IN. (127.7%) MINIMUM PROVIDED RIDGE VENT PROD. DI V. 0-197800YR—Q5 ��WI/�IW1I MERCEDES 39 LIN. FT. cc) 11 SQ. INJUN. FT.= 429 SQ. IN. MINIMUM PROVIDED OFF—RIDGE VENTS: 06—I8-07 6905 North Wickham Road (83.5%) Suite #307 Melbourne, FL 32940 5 UNITS 0 140 SO. IN./UNIT = %00 SQ. IN. TOTAL MINIMUM PROVIDED VENT AREA = 2759 SQ. IN. 9'-0 BRG O'-0" FFE 13'-0" BRG TOP OF GIRDER) 9'-0" BRG 0'-0" FFE R I O�jFF�RIDGE�VENT 2'-0" WRAP LEFT ELEVATION SCALE: 1/4" = C-0" 13'-0" BRG (TOP OF GIRDER) 9'-0" BRG 0'-0" FFE COP A RIGllrt' 2005 All drawings, specifications and copies thereof are instruments of service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Flornes Inc. is strictly prohibited. This design is Protected by federal copyright laws. MASTER' REVISIONS REV DATE DESCRIPTION BY 05 22JAN07 INITIAL RELEASE PD _L EXTERIOR ELEVATIONS "1AW11 Q6 XXXX SEE REVISION SHEET PD SHEET; SrUAI�rI, REIVISIONS VDATE EV--­­D ATE DESCRIPfION BY 0 12JUN07 ISSUED FOR CONSTRUCTION' �APP= RM ENG LU.DLLL OPTIONS SVP -02048.0001E Elevation "MW" MBr SGD Porch 28'x 10' H I Nur", L E IR 0 0 I -Al OPENING PRESSURE AND ENGINEERING NO'I'E: SEE T1 SHEEN FOR OPENING DESIGN PRESSURES AND STRUCTURAL ENGINEERING INFORMATION, OPENING PRESSURE INh'ORMATION 120 NIPH "C" ENCLOSED EDGE STRIP (COMPONENTS & CLADDING): 4' NOTE: AN OPENING IS CONSIDERED IN ZONE 5 OFF—RIDGE VENT OFF—RIDGE VENT OFF—RIDGE VENT OFF—RIDGE VENT IF ANY PART IS WITHIN EDGE STRIP, WORST CASE OPENING DESIGN PRESSURES: -1.30.3 psf —39.9 psf 2'-0° ZONE 5 +30.3P3+ Ch 0 Ai J. E S SEVILLE PALM EXTERIOR ELEVATIONS "1AW11 WRAP -39.9Pa SCALE (UNO): GDS N SHEET; oj I VOL -000081-07 1A LL-- I scr # WALLS: PROD. DL'V. COMP ------------------------------------------ IF --- I ------------------------------------------------------------------ PPT CHECKED BY MASTER N PROD. DI V. RIGHT ELEVATION SCALE: 1/4" = 1'-0" W-0" URC 0'-0" FFE TYPICAL ELEVATION DErI'AIL NOTES: * OVERHANGS ARE 1'-0" U.N.O. T RAKES ARE 6" U.N.O. SEE ELEVATION PLAN FOR HEADER HEIGHTS. ROOF PITCHES ARE 6:12 U.N.O. ALL EXTERIOR CEMENT FINISHES IDENTIFIED AS "TEXTURED CEMENT" AREL• _ 2 OR 3 COAT STUCCO IN ACCORD, W/ ASTM C925/C 1063 AND FBC 2004 R703.6 * TEXTURED CEMENT BANDS ARE 6" x 3/4" THICK U.N.O. U.N.O. = UNLESS NOTED OTHERWISE Ch 0 Ai J. E S SEVILLE PALM EXTERIOR ELEVATIONS "1AW11 JONES RFj'SIDEjNCE SCALE (UNO): GDS N SHEET; 1/4" = 1'-10" VOL -000081-07 1A DRAWN BY scr # WALLS: PROD. DL'V. (' /S PPT CHECKED BY MASTER N PROD. DI V. 0-197800YR—Q5 ��WI/�IW1I MERCEDES - ARCMT'L,(,rl'UPAL AND ENGINEERING SERVICES 06—I8-07 6905 North Wickham Road MICHAEL P. lMELZER P.E. Suite #307 Melbourne, FL 32940 LICENSE # PE 41 FOR STRUCTURAL CERTIFICATION ONLY Phone: (321) 259-6972 WP GPI WEATHER HEAD 2" PVC OFFSET WITH (3) #4/0 THHN ALUMINUM 200 AMP - PANEL fFA 20P 4/0 ALUMINUM I SERVICE CABLE 2" IMC OR ORO WITH WITH (3) #4/0 THHN ALUMINUM METER #4 COPPER GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING COI'YI�IGI-Irh 2005 All drowings, specifications and copies thereof are instrument, of service and remain tho property of Marc—des Ffornes Inc. The reproduction or unauthorized useof these docurnents or any other project without written permission frorn Mercedes Hornes Inc. is strictly prohibited. 'this design is protected by federal copyright laws. ELECTRICAL NOTES: * HOME OF THE YEAR (2007) * WAYNE DALTON BELT DRIVE — GARAGE DOOR OPENER * JETTED TUB Q MASTER BATH * GENERATOR INTERLOCK KIT * STAINLESS STEEL RANGE, DISHWASER, & MICROWAVE * ALL BEDROOMS TO HAVE ('I) PHONE, (1) FAN PRE & (1) T.V (STANDARD LOCATIONS) * FAMILY ROOM TO HAVE (1) FAN PRE, (l) T.V (STANDARD LOCATIONS) * KITCHEN HAVE (1) PHONE, (STANDARD LOCATION) ABOVE GROUND ELECTRICAL RISER ,r 2" PVC OFFSET WITH (3) #4/0 THHN ALUMINUM 200 AMP PANEL 4/0 ALUMINUM SERVICE CABLE 200 AMPMETER DISC. l—#4 COPPER 2" PVC WITH (3) /14/0 THHN ALUMINUM GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UNDERGROUND ELECr[,RICAL , RISER E<_EGEND.dwg LXI-IAUST VENT NOTE: 06FEB07 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO PLUMBER: 1, PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE. 2. WATER [-]EATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3. CLEANOUTS SHALL BE PROVIDED & BASE OF STACK & 0 4'-0" AFF IN LAUNDRY ROOMS. NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP. 2. SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NEPA 72. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 4. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND SWITCH MASTER REVISIONS TV JACK ELECTRICAL PLAN "MVV" REV DATE DESCRIPTION BY I APP. 05 22JAN07 INITIAL RELEASE PD MB Q6 XXXX SEE REVISION SHEET PD MB _ R START REMSIONS LIGHT FIXTURE CHECKED UY REV DATE DESCRIPTION _f —1 BY APP. U 12JUN07 ISSUED FOR CONs-TRUCT1011 I RM I ENC ELECTRICAL NOTES: * HOME OF THE YEAR (2007) * WAYNE DALTON BELT DRIVE — GARAGE DOOR OPENER * JETTED TUB Q MASTER BATH * GENERATOR INTERLOCK KIT * STAINLESS STEEL RANGE, DISHWASER, & MICROWAVE * ALL BEDROOMS TO HAVE ('I) PHONE, (1) FAN PRE & (1) T.V (STANDARD LOCATIONS) * FAMILY ROOM TO HAVE (1) FAN PRE, (l) T.V (STANDARD LOCATIONS) * KITCHEN HAVE (1) PHONE, (STANDARD LOCATION) ABOVE GROUND ELECTRICAL RISER ,r 2" PVC OFFSET WITH (3) #4/0 THHN ALUMINUM 200 AMP PANEL 4/0 ALUMINUM SERVICE CABLE 200 AMPMETER DISC. l—#4 COPPER 2" PVC WITH (3) /14/0 THHN ALUMINUM GROUND PER NFPA 70 ARTICLE 250: GROUNDING AND BONDING UNDERGROUND ELECr[,RICAL , RISER E<_EGEND.dwg LXI-IAUST VENT NOTE: 06FEB07 1. ALL EXHAUST FANS SHALL BE VENTED THROUGH THE ROOF. 2. DRYER VENT SHALL BE VENTED THROUGH THE ROOF OR THROUGH AN EXTERIOR WALL. (DO NOT VENT WITHIN 10' OF A/C CONDENSER). NOTES TO PLUMBER: 1, PLUMBING SHALL COMPLY W/FBC 2004 PLUMBING CODE. 2. WATER [-]EATER SHALL HAVE PAN AS REQUIRED, AND RELIEF VALVE TO BE PIPED OUTSIDE WITHOUT TRAPPING. 3. CLEANOUTS SHALL BE PROVIDED & BASE OF STACK & 0 4'-0" AFF IN LAUNDRY ROOMS. NOTES TO ELECTRICIAN: 1. SMOKE DETECTORS ARE TO BE IN EACH BEDROOM, COMMON AREA NEAR BEDROOMS, ON EACH STORY, AND CLOSE TO STAIRS GOING UP. 2. SMOKE DETECTORS SHALL BE WIRED TO COMPLY WITH NEPA 72. 3. ALL BEDROOMS SHALL HAVE AFCI CIRCUITS ONLY, 4. USE UL LISTED SUPPORT BOX FOR ALL FAN PREWIRES. 5 ELECTRICAL DESIGN SHALL COMPLY WITH THE EDITION OF THE NEC AS ADOPTED BY THE FLORIDA BUILDING CODE. ELECTRICAL SYMBOL LEGEND SWITCH HOMES TV JACK ELECTRICAL PLAN "MVV" 3—WAY SWITCH 'f13 PHONE JACK 1 it> 4—WAY SWITCH �I EXAUST FAN 5 DIMMER SWITCH 110 FLUSH MTD LIGHT I 110 V OUTLET WALLS: RECESSED CAN _ R LIGHT FIXTURE CHECKED UY SWITCHED OUTLET PROD. DEV, WALL MTD LIGHT -Qd MERCEDES AUCHITECTURAL 220 V OUTLET azoE@ CEILING MOUNTED LIGHT FIXTURE DIRECT WIRE (�j) FLOODLIGHT SMOKE DETECTOR SD FLOURESCENT LIGHT SPEAKER PREWIRE a, CEILING FAN PREWIRE ONLY No HOMES SEVILLE PALM ELECTRICAL PLAN "MVV" JONES RESIDENCE SCALE (UNO): CDS H SHEEI: 1/,t" = 1'-0" VOL -000081-07 MI DRAWN UY scr # WALLS: PROD. DEV. Q/ S I 1 CHECKED UY MASrER N PROD. DEV, QS_197600VR_Q5 MERCEDES AUCHITECTURAL AND ENGINEERING SE[WICES 6905 North Wickham Rood Suite #307 Melbourne, FL 32940 Phone: (321) 259-6972 No FNDI2XIGV.dwg C3 14'-2" 21NOV06 DESCRIPTION BY 1 — #5 REBAR 22JAN07 #5 REBAR z I� 2" KEYWAY - 2°- CONT, SLAB In N ra ��� l rr FG CDNC SLAB 811 ' Z z r 7 5/8" CURB ' N I CONC SLAB FF I I lL- - 111 _i li I ' -iT ra N ? Z � a-• - 1f1 rfl� — 4" CONC. f — (1) #5 CONT REV DATE I �q (2) #5 CONT Y1 -O ," DRIVEWAY 3" MIN. COV, (2) #5 CONT 3" MIN. COV, ISSUED FOR CONSTRUCTION 3" MIN. COV, 1 BEARING FOOTER FOOTER AT UHGD NTS OCURB SECTION (BEARING) SCALE; NTS SCALE: NTS SCALE: 1/2" DIA x10" ANCHOR BOLT (UNO) AT 43" O.C. MAX. (7" MIN. EMBED.) FF VARIES 1 iE I #5 REBAR Z I ~ 2" KEYWAY 2 ` FFCONC SLAB N nFF - CONC SLAB _ VARIES { 6905 North Wickham Read 11^- (I) //5 CONT s 1� z Melbourne, FL 32940 (2) #5 CONT m 3 MIN. COV. ,,,� 4., 1 -I). 4„(2) #5 CONT 1'-0° 5 g 3" MIN. COV, NON LOAD BEARING 1 LOAD BEARING INTERIOR STEP c SCALE: NT5 5 EXTERIOR STEP (BEARING SCALE: NTS 6 INTERIOR STEP DETAIL SCALE: NTS 0 V) � _ M I 1/2" DIA x10" ANCHOR BOLT (UNO) AT 43" O.C. I MAX. (7" MIN. EMBED.) FF� `,ri17 CONC SLAB VARIES CONC SLAB I 1<^;II 7TI1 oa [ FG FG N z ¶ TIf1 z L a' (1) #5 CONT - 1 -O CUNT1 �4 (2) #5 3" MIN. COV. -0 (2) #5 CONT 2- I 3" MIN. COV. IN—FE-RIOR ©FARING L/ SCALE: Nr5 n THICKENED EDGE - SCALE: NTS 8A BEARING FOOTER SCALE: NTS 1 d5 REBAR I ? I --- #5 REBAR 1 ��— #5 REBAR G I -8- CONC SLAB Ln r7 (1 vJ ` 1 �FF N L —7=77 \ 3 I CONC SLAB r•7 I N � FF L- Z z 8" I VARIES 8" N FF I 3 1/2" r FG • /flN Z I TE Ij)5I I (1CONT - - 11� TII;nIIIIn1Tm fTl� )T -0 4 (2) �5 color (2) #5 CONT l 3" MIN. COV. 3" MIN. COV, 3" MIN. COV. SL GLASS DOOR SECTION 9 POCKET SL GLASS DOOR SECTION CURB SECTION AT SHOWER iia SCALE: NTS SCFlLE: NrS SCALE: NTS '-1—#5 REBAR BEYOND 1--#5 REBAR BEYOND 8" VARIES 3" 3 1/2" CURB BEYOND I 1/2° nI CONC SLAB N 1 z z �: 5 1/2" I CONC SLAB c jJ5 CONr F5TiCG?r .� 1—-1(1) -1 - s 1 0 I (2)5 CONT h (2) /j5 CONT 3" MIN. COV. 3" MIN. COV. i SECTION AT SHOWER SERVICE DOOR SECTION 11A RECESSED DOOR SECTION SCALE; NTS SCALE: NTS SCALE; NTS I 1/2" DIA x10" A.B. SPACED PER CONNECTOR SCHEDULE (7" MINIMUM EMBEDMENT) I W L — I j�5 REBAR 1/2" DIA x10" A.B. SPACED PER CONNECTOR SCHEDULE (7" MINIMUM EMBEDMENT) CONC SLAB 7 5/8" CURB - 8" CURB LINO FF II FG �I� -I Ill° -I r rn FG 1 III L_IfiI��L iT1 1i1 z FG N2 fill- z _ 1'-0" (-Ti frill (2) #5 CONT --d- 3 " MIN. COV. (2) #5 CONT 3" MIN. COV. 1'-0" CONT 3'" MINN. COV, 3" 1 ? FRAME WALL BEARING FOOTER WING -WALL FOOTER 1 WING -WALL FOOTER t3P SCALE: Nm,SCALE; NTS SCALE: NTS (2) #5 REBAR 7-1/2" MIN. -- -- - - / 2'-0" \ 2'-0" - - - - 4" (PIPE 6" SLEEVE 12 PLUMBING NOTE_ (2) #5 REBAR PIPE THRU FOOTER I SCALE: NTS Al) FOR N I 0 Q0 30" SQ x 24" DEEP CONC FOOTER W/ (3) #5 EW - (3) PL 2" (TY P) HE -1 an' -n" 14'-0" 8 C3 14'-2" DATE DESCRIPTION BY APP. 05 22JAN07 INITIAL RELEASE PD MB — L _ — L -. — PD MB START REMSWNS REV DATE DESCRIPFION BY APP. U I 2JUNO:TJ ISSUED FOR CONSTRUCTION 8'-0" 14'-0" MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 06-18-07 6905 North Wickham Read b11C1iAEL 1. MELZER P.E. Suite #307 LICENSE # PE 41101 Melbourne, FL 32940 — FOR STRUCTURAL CERTIFICATION ONLY Phone: (32 I) 259-6972 9 0- a 5 g I 1 0 V) � _ M I I -ICV I I Ln 1'-8 ,. 4' 1 .1 „ I I �rJ �- --- I 33'_�}�„ 0,_72rr I— --I I CONCRETE AS PER � FOUNDATION NOTES � I tN I I I PLUMBING NOTE_ I SEE FLOORPLAN (SHEET Al) FOR EXACT LOCATION OF PLUMBING FIXTURES AND PLUMBING WALLS, ETC. . \ I 21'-8" 18'-4" OFI WH I - - 4" PVC - I'OR COMP I II II I I I I w a N I 4U a o 3'-5 4'—Oa" � I I I L — I — -4° E3FF -5" BFF / 22" x 18" x 12" DEEP CONC FOOTER W/ (2) I N 4 111\-3'-0" CONCRE1 E-\ #5 EW SIDEWALK • O8" � 16'-0" CONCRETE DRIVEWAY - 12'-4" 1' 8.. 16 O.. i _4 14'-2" 40'-01' 10 -1 B 1. 3030 CONIC PAD COMP 7 5/8" CURES I F00'r4U.dwg 16NOV05 1/2" DIA x 10" ANCHOR BOLT (00) AT 48" O.C. MAX. (7" MIN. EMBED.) FF VARIES - (4) #5 CONT 3" MIN. COV. TU LOAD BEARING INTERIOR STEP 5CALE: NTS COPYRIG1I1' 2005 All drowings, specifications and copies thereof are instruments of service arid rernoin the properly of Mercedes Harney Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Horne; Inc. is strictly prohibited. This design is protected by federal copyright laws. M��SrI'�R 1tiEVISIONS REV DATE DESCRIPTION BY APP. 05 22JAN07 INITIAL RELEASE PD MB 06 XXXX SEE REVISION SHEET PD MB START REMSWNS REV DATE DESCRIPFION BY APP. U I 2JUNO:TJ ISSUED FOR CONSTRUCTION RM ENG BUBBLE OPTIONS SVP -02048.00016 Elevation "MW" MBr SGD Porch 28'x 10' P 7 naSr �(y7tl Pdigc j Notice of Treatment ' a 3 1"rcatmcrat Address Lot/Block DORA-CARE TERMITICIDE TO WE USEDo 7 ai +t r ietari T� axraatc Pretreatment D Orly applied to ground floor wood surfaccs D E lursill aut to Chanter 482, Florida Statutes J and Florida Building Code (FBQ 1816 r) 14 Edgewater Drive o OrlEanclo, FQ, 32810 * 407.292.7770 r ,, 0 HOMES SEVILLE PALM I�N/W OUND�- TION PLAN " JONES RESIDENCE SCALE (UNO): CDS li SHEE'L 1/4"' = 1'-0" VOL -000081-07 DRAWN BY SCT b WALLS: PROD. DEV. '1 CHECKED BY MASTER # PROD. DEV. QS_ 197800M_Q5 MERCEDES ARCHITECTURAL AND ENGINEERING SERVICES 06-18-07 6905 North Wickham Read b11C1iAEL 1. MELZER P.E. Suite #307 LICENSE # PE 41101 Melbourne, FL 32940 — FOR STRUCTURAL CERTIFICATION ONLY Phone: (32 I) 259-6972 cel -hl REBA/R 4 #5 CTB 6 TOP OF WWF , 0 Ld _J �' w I° cl' 0 m is V) Z w ' LL 1 ca 0 1 z � a _J I: J � Imo- I� m W c w -f m w xw z :. U) o LJ M) �I #5 CONTINUOUS TOP BAR (CTB) AROUND PERIMETER W/ MIN. LAP LENGTHS OF 2'. PROVIDE #5 CORNER BARS W/ MIN. 2' LAPS. #5 VERTICAL WALL BAR (VWB) CONT, FROM TOP OF SLAB OR CURB TO WITHIN 2" OF TOP OF WALL, LOCATE BARS AT ALL CORNERS, ENDS, ADJACENT TO OPENINGS, MAX. 6' U.C., AND WHERE SHOWN ON PLANS, /. 6x6-W2.9xW2.9 WWF, LAP AT SPLICES A MIN, OF 8", PROVIDE CORNER BARS AS SHOWN. TIE WWF TO VERT. BARS @ MIN. OF 4 PLACES EA. BAR. NOTE THAT WWF IS ON INSIDE OF WALL CENTERLINE. #5 DOWEL (BY OTHERS) TO MATCH VWB STEEL LOCATION WHERE SHOWN ON FLOOR OR FOUNDATION PLAN, TYPICAL WHERE SHOWN ON THIS SHEET. __•-•-,- TOP SLAB/CURB BOT. OF WWF `' ; L�-t---- FOUNDATION AND SLAB/CURB (BY TOP SLAB CURB I OTHERS). TYPICAL WHERE SHOWN +I �._._._._._.-.J ON THIS SHEET, a #5 DOWEL (BY OTHERS) TYPICAL WALL SECTION SCALE: 1 /2" 1 1/2" MIN. (2 3/4" PREFERRED) NOTE: WHERE DOWEL IS LESS THAN 1.5" TO EXTERIOR OR .75" TO INTERIOR FACE OF WALL, CUT OFF AND INSTALL NEW DOWEL PER DETAIL "A", 6" PROVIDE #3 (MIN.) VERTICAL BAR @ V-6" O.C. MAX. OVER OPENING. OP-FIONAL NUMBER OF HTB VARIES AS 5 0 IN`YEA�F2'�'C ACC�N THAT THE #5 CTB RUNS THROUGH THE HEADER AND IS NOT USED AS ONE OF THE DESIGNATED TOP BARS. aI = �- �. m Iw Cif w . o #5 OTB-, x �Y / ✓WY's/ "YJ'v✓'./'CNV'✓ YW✓v�Y—Y` v I -OPTIONAL NUMBER OF HBB VARIES)AS S IIOW I JTHAT THE #5 OTB RUNS THROUGH THE HEADER AND IS NOT USED AS ONE OF THE DESIGNATED BOTTOM BARS, SCALE: 1 1/2" = 1 VWB a d J 4 "ES" HTB PER HEADER CALLOUT C-10" MINS HBB PER HEADER CALLOUT m nPF't\IINI( #3 @ "S" MAX. O.C. SEE HEADER CALLOUT, 1'-15" MAX, #3 VERT. BARS @ 1'-6" O.C. MAX. I I I I I I I I I I I I I I I I 161 MI�1. I I I I I I I I I I I I I I I I I I I 1 1 1 1 1 1 1 t, B 4r,±2,r "ES" m I 1'-10" MIN. EXTENSION --V 1 = ' I_ ' I ' NOTE WHERE DOWEL BARS ARE NOT LOCATED WITHIN SPECIFIED TOLERANCE, CUT OFF DOWEL AND INSTALL NEW DOWEL PER DETAIL "A"• 6,r c>_ OPT7�� NUMBER OF HTB VARIES AS m SHHEA CE UT. NOTE THAT w II, F _ THETB RUNS THROUGH THE HEAND IS NOT USED AS ONEOF U c :r/ THE DESIGNATED TOP BARS. C"I 1 �0 F 4 =E #5 CTB I w w a #5 OTB v I � 14 0 w < 4 ,I OPTIONAL NUMBER �OFIHBBVA�RIES' AS ON IN HEAE THAT THE #5 OTB RUNS THROUGH THE 4J HEADER AND IS NOT USED AS ONE OF THE DESIGNATED BOTTOM BARS. __#3 STIRRUP BAR SPACED @ MAX, "S" � o � INCHES O.C. SEE HEADER CALLOUT. SECTION r-i �If� ,<-y T I (� 1� T SCALE: 1 1/2" #5 TOP CORNER BAR, PROVIDE MIN. LAP EACH SIDE OF 2', BAR SHOWN TO SIDE OF LAPPED BARS FOR CLARITY. MAY BE PLACED OVER LAPPED BARS (PREFERRED). WHERE SHORTEST SIDE OF WALL CORNER IS GREATER THAN 12", PROVIDE //3, (MIN.) CORNER BARS WITH MIN. 12" LAPS, PROVIDE 3 BARS APPROXIMATELY EQUALLY SPACED BETWEEN SLAB AND WALL CTB. TIE CORNER BARS TO WWF IN AT LEAST 2 PLACES A MIN. OF 8" APART. #5 CTB TYPICAL CORNE12 PLAN VIEW SCALE: 1 1 /2" = I' VWB THIS BAR TOO SHORT) VWB 4 4 <1 4 #5 CORNER BAR EXTENDED TO NEXT VWB IN ADJACENT WALL VWB (DOES NOT NEED TO EXCEED 2') llIli6 Em 011111.11111I • 4 N HEADERS REQUIRING STIRRUPS - SEE SECTION B -B HTB = HEADER TOP BAR HBB HEADERS REQUIRING ONLY VERTICAL BARS -- SEE SECTION A -A #5 CTB. WHEN SPLICE OCCURS OVER OPENING, INCREASE MIN, SPLICE LENGTH TO 3'-2". 1'-10" MIN. EXTENSION #5 OTB OVER ALL OPENINGS 6x6-W2.9xW2.9 WWF (TYP). LOCATE TOP @ #5 CTB ELEVATION. #5 OBB BELOW ALL WINDOW, OPENINGS, OPENING REBAR (OTB & OBB) MAY BE RUN CONTINUOUSLY WHEN OPENINGS ARE ADJACENT AND ARE AT THE SAME ELEVS. NOTE: WHEN ADJACENT CORNERS PREVENT SPECIFIED EXTENSION LENGTH FOR HTB, OTB, AND OBB STEEL, PROVIDE CORNER BARS THAT EXTEND TO #5 HORIZ REINF BAR Q - - °tl VERT REINF BAR v .. MI < W/ 12" BEND U) w 'I #5 HORIZONTAL aQ Q REINF.- TYP. Z I - --- - --- -T 12' M I �� L1 v a a I v a WALL TRANSITION SCALE: NTS Jl� 1L) J1�LEGEND CTB = CON -SINUOUS TOP BAR HTB = HEADER TOP BAR HBB = HEADER BOTTOM BAR 0 TB = OPENING TOP BAR OBB = OPENING BOTTOM BAR VWB = VERTICAL WALL BAR THE NEXT VWB IN ADJACENT WALL. SEE INDICATES NUMBER AND SIZE OF DETAILS 1 & 2 BELOW. HEADER TOP BARS (HTB) #5 CTB IS NOT INCLUDED IN THE NUMBER. MINIMUM HEADER DEPTH IN INCHES- - HEADERS HEADERS MAY BE CONSTRUCTED DEEPER IN DEPTH PROVIDING ` STIRRUPS OR VERTICAL BARS EXTEND FROM CTB TO OTB STEEL, NOTE: STIRRUP DIMENSIONS SHOWN ABOVE CONFORM TO ACI 318-02 REQUIREMENTS. THE ENDS OF STIRRUPS FOR 9" DEEP HEADERS OVERLAP AND THIS SIZE HEADER REQUIRES A DIFFERENT ERECTION SEQUENCE. VWB d w D 0 w m V co z _J m THIS BAR TOO SHORT--/ VWB USE THIS DETAIL AT 90° CORNERS WHEN HORIZONTAL BARS' EXTENSION LENGTH IS LESS THAN AS SPECIFIED BY THIS DRAWING, DEI TAIL 99 1 79 SCALE: 1 1 /2" = 1 ' VWB--\ 4 �---#5 CORNER BAR EXTENDED TO NEXT VWB IN ADJACENT WALL (DOES NOT HAVE TO EXCEED 1.1 4 4 2�) r �d 4 ' �1 4�, USE THIS DETAIL AT 135° CORNERS WHEN HORIZONTAL BARS' EXTENSION LENGTH IS LESS THAN AS SPECIFIED BY THIS DRAWING. DETAIL "2 SCALE: 1 1 /2•" = 1 ' "-S" INDICATES #3 STIRRUPS ARE REQUIRED, SEE SECTION B -B "-V" INDICATES VERTICAL BARS ARE REQUIRED. SEE SECTION A -A -MAX. SPACING "S" OF #3 STIRRUPS OR VERICAL BARS IN INCHES. FIRST �.. �r � � � � � � STIRRUP AWAYS STARTS AT "ES" AWAY HFROM VWB ON EACH SIDE. STIRRUP OR VERTICAL BAR SPACING TOLERANCE IS + 1/2". INDICATES NUMBER AND SIZE OF BARS HEADER H E A D S IE1 CALLOUT #5ADE� IS BOTTOM INCLUDED IN N L �1 THE NUMBER. EXAMPLES: REV HEADER DEPTH MAXIMUM S'T'IRRUP SPACING "S" "ES" DRAWN BY A HEADER CALLOUT OF 16-25-15-S7 WOULD INDICATE A 16" 1 2" DEEP HEADER WITH (2)-#5 BARS IN THE TOP, (1)-#5 BARS IN THE BOTTOM, O.C. AND #3 STIRRUPS @ MAX, 7" O.C. ALONG THE HEADER. NOTE THAT #5 CTB AND #5 OTB SI -EEL IS NOT INCLUDED IN THE NUMBER OF BARS, 13" O.C. 8 1 2" REVISED FORMAT A HEADER CALLOUT OF 16-05-05-V18 WOULD INDICATE A 16" DEEP CLEARANCES CLARIFIED HEADER WITH NO ADDITIONAL BARS IN THE TOP OR BOTTOM AND #3 (MIN.) VERTICAL BARS @ '18" O.C. IN THIS CASE THE #5 CTB AND #5 OTB STEEL SERVE AS THE HEADER LONGITUDINAL REINFORCING. EGC MPM,SEK 8 C STIR � UPSPACING TABLE (DO NOT USE FOR HEADERS WITH VER'T'ICAL BARS) REV HEADER DEPTH MAXIMUM S'T'IRRUP SPACING "S" "ES" DRAWN BY 9" 3" O.C. 3 1 2" 12" 5" O.C. " 14'6' O.C. REVISED MAT. & DESIGN 16" .� r7 r, �Q 25" 1 1 " U.C, 7 1 2" 28" 13" O.C. 8 1 2" NOTE: FIRST STIRRUP TO BE LOCATED AT "ES" INCHES FROM VWB ON EITHER SIDE. REMAINING STIRRUPS SHALL BE SPACED AT THE MAXIMUM SHOWN ABOVE, LOCATION TOLERANCE IS •I- 1/2" 0 z w 0 Z 0 w m w Z 1 N �3" �0 #5 DOWEL TO BE EPDXIED INTO FOUNDATION WHE REQUIRED BY MISSING OR MISPLACED DOWELS. Ir LOCATE TO MEET VWB LOCATION TOLERANCES, NOI THAT AT CURBS, NEW DOWEL MUST EXTEND COMPLETELY THRU CURB AND 6" INTO FOUNDA"TI01 ._._._.------------ ._._._._._.-._._._._._._._._._ I TOP OF SLAB r i I i i i i i i i i i i 1 i 1 i DETAIL "A" SCALE: 1 1 /2" = 1 COPYRIGHT 2005 All drawings, specifications and copies thereof ore instruments of service and remain the property of Mercedes Hornes Inc. rhe reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Horner Inc. is strictly prohibited. This design is protected by federal copyright laws. MASTER LR REVI MN NUM UEA R REV DATE DESCRIPTION DRAWN BY APPROVAL 1 05JAN04 ISSUED FOR CONST, ECC MPM 2 1 GJAN04 REVISED MAT. & DESIGN ECC MPM 3 15MAR04 REVISED FORMAT ECC MPM 4 26MAY04 REVISED FORMAT EGC '_ MPM,SEK,RW 5 08JUL04 CLEARANCES CLARIFIED SEK MPM,SEK 6 21 DEC04 WALL TRANSITION ADDED JAP MPM 7 08FEB05 CLARIFIED SECT. AA & BB ADDED 14" DEEP HEADER EGC MPM,SEK 8 16JUN05 FBC 7EXi ADDED SEK SEK 9 15DEC05 UPDATED DESIGN CRITERIA CCM SEK 10 1 15MAY07 REVISED TEXT SEK SEK GENERAL NOTES FOR CONCRETE WALLS DESIGN CRITERIA FLORIDA BUILDING CODE (FBCR 2004) ACI 318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (SEE ACI 318,14,2.7 REGARDING STEEL PLACEMENT) WIND DESIGN WALLS MEET OR EXCEED: 150 MPH EXPOSURE "C" PARTIALLY ENCLOSED (EXCEEDS ENCLOSED CONDITION PRESSURES) IMPORTANCE FACTOR 1.0 CATEGORY II MATERIAL CONCRETE PUMP MIX MEETING THE FOLLOWING MIN, CRITERIA: ASTM C94 Vc OF 3000 PSI AT 28 DAYS MAX. WATER/CEMENT RATIO OF 0.55 SLUMP OF 8"_+1" TOTAL AIR CONTENT: 4%±1,5% SUITABLE FOR PUMPING A 6" THICK BY 10' HIGH FORMED WALL SYSTEM WITHOUT VIBRATION. CONCRETE SUPPLIER SHALL SUBMIT A MIX DESIGN TO (OR HAVE ONE ON FILE WITH) THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO DELIVERY OF ANY CONCRETE. BATCH TICKET SHALL CONTAIN THE MIX NUMBER, THE TARGET SLUMP, AND THE BATCH TIME, ALL COMPUTER PRINTED. ALL CONCRETE SHALL BE DISCHARGED WITHIN ALLOWANCES PROVIDED FOR BY THE MIX DESIGN AND VERIFIED BY THE BATCH TIME PRINTED ON THE BATCH TICKET. REINFORCING STEEL LOOSE REINFORCING BARS SHALL CONFORM TO ASTM A615 WITH A fy OF 40 KSI, BAR MATS SHALL CONFORM TO ASTM A184. WELDED WIRE FABRIC (IF USED) SHALL CONFORM TO ASTM A185. EPDXY ALL EPDXIES USED SHALL BE A TWO PART, 100% SOLIDS EQUAL OR BETTER THAN HILTI 0-100. CONSTRUCTION PLACEMENT OF REINFORCEMENT IN GENERAL, MAINTAIN A MIN, OF 1 1 /2" CONCRETE COVERAGE FOR CONCRETE EXPOSED TO WEATHER (OUTSIDE FACE OF WALL ONLY). IN OTHER AREAS, THE COVERAGE MUST BE A MIN. OF 3/4". ALL REINFORCING MUST BE PLACED AND TIED TOGETHER SQ AS TO KEEP THE REINFORCEMENT IN-PLACE DURING THE CONCRETE POUR. UPON REMOVAL OF FORMS, SHORE ALL HT'ADERS OVER 5' SPAN USING 2X4 STUDS @ MAXIMUM OF 5' O.C. TO SUPPORT LOADS DURING CONSTRUCTION. KEEP SHORES IN PLACE FOR AT LEAST 7' DAYS, FIBER REINFORCEMENT MAY BE USED WITH, OR IN LIEU OF WWF. MINIMUM REINFORCING TIE SCHEDULE VERTICAL BARS TO DOWELS: MIN. 2 WIRE TIES A MIN. 16" APART HORIZONTAL BARS TO VERTICAL BARS/STIRRUPS: MIN. 1 WIRE TIE AT EACH INTERSECTION CORNER LAP BARS TO HORIZONTAL BARS: MIN. 2 WIRE TIES A MIN. 16" APART EACH SIDE WWF TO VERTICAL BARS: MIN, 4 WIRE TIES EQ. SPACED WITH A TIE WITHIN '12" OF -THE TOP & BOTTOM OF THE WWF SHEET. MINIMUM SPACER WHEEL LOCATIONS TOP BAR: 1 WHEEL AT MID -SPAN BETWEEN EVERY PAIR OF VERTICAL WALL BARS EXCEPT WHEN DISTANCE BETWEEN VERTICAL BARS IS LESS THAN 24", WWF: LOCATE A WHEEL AT THE THIRD POINTS FROM THE TOP AND BOTTOM OF WWF AT A MAX, OF 6' O.C. HORIZONTALLY. CONTINUE BOTTOM WHEELS BELOW WINDOW OPENINGS. f H O M E S SWS CONS'I"RUCTION DETAILS STANDARD WALL DETAILS GENERAL DETAILS SCALE (UNO): CDS A SHEET: 1/L1„ _ 1,_0„ VOL -000081-07 Q'� K3 1 1 I DRAWN BY �v SCT ij 1 1! WALLS: EGC `C� . . CHECKED BY vIASfER # MPM SWI.DWG MERCEDES ARCHITECTURAL //N/ AND ENGINGE.RING SEIRVICES 06-I8-07 6905 North Wickham Rood MICIIAEL T'. NIELZER Y.E. Sulte #L032940 LICEI�ISE # PE 41101 Melbourne, FOR STRUCTURAL CERTIFICATION ONLY Phone: (321) 'L59-6972 MET_PRESSURE-CI-IARTAwg 120 MPH "C" FULLY ENCLOSED 29MAY07 COMPONENTS AND CLADDING WIND LOAD (ROOF ANGLE: 10 TO 30 DECREES) OUTSWING DOOR DESIGN PRESSURE CHART (p.s.f.) DESCRIPTION WIND TAG DOOR DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICATION SPEED WIDTH HEIGHT WIDTH HEIGHT Sc. Ft. ZONE 4 ZONE 5 2068 25 5/8" 80 5/8" 26 1/2" 81 15,2 +30.5 -33.1 +30.5 -40.3- 2468 29 5/8" 80 5/II" 30 1 /2" 81 " 1 7.5 +30.2 -32.9 +30.2 -39.7 2668 31 5/8" TO 5/8" 32 1/2" 81 " 18.6 +30.1 -32.7 +30.1 -39,4 2868 33 5/8" 80 5/8" 34 112" a l " 19.8 +29.9 -32.6 +29.9 +20.3 3058 37 5/8" 80 5/8" 38 1/2"' all, 22.1 +29.7 -32.4 +29.7 -38.7 (2) 2068 50 9/16" 80 5/8" 51 1/4" 81" 15.2 +30.5 -33.1 +-30.5 -40.3 (2) 2468 58 9/16" 80 5/8" 59 1/4" _ 81 ' 17.5 _+30.2 -32.9 +30.2 -39.7 (2) 2668 62 9/16" 5/8" 63 1/4" 81' 18.6 +30.1 -32.7 +.30.1 -39.4 (2) 2868 66 J/16' _80 80 5/8' 67 1/4" 81 19.8 +29.9 -32.6 •1.29.9 -39.2 (2) 3068 74 9/16" 80 5/8" 75 1 /4"81 ' 22.1 +29.7 -32.4 1-29.7 -33.7 12" SIDELITE 1 3 9/ 16" 80 5/8" 14 .1 81 " 8.0 +31.3 -34.0 +31.3 -42.0 2080 25 5/8" 95 5/8"- 26 1/2" 97" 18.1 +30.1 -32.8 +30.1 -39.6 2480 29 5/8" 96 .5/8" 30 1/2"_- 97'" 20,9 +29.8 -32.5 +29.8 -39.0 2680 31 5/8" 96 5/8" 32 1/2" 97° 22.2 +29.7 -32.4 i29./ -38.7 2880 33 5/8" 96 5/8" 34 1/2' 97" 23,6 +29.6 -32.2 +29.6 -38.5 3080 37 5/8" 96 5/8" 38 1/2" 97" 26.3 +29.4 -32,0 +29.4 -33.0 (2) 2080 50 9/16" 96 5/8" 51 1/4" 97" 18.1 +30.1 -32.8 +30.1 -39.6 (2) 2480 58 9/ 16" 96 5/8" 59 1 4" 97" 20.9 1-29.8 -32.5 F29.8 -39.0 (2) 2680 62 9/16" 96 5/8" 63 1/4" 97 22.2 +29.7 -32.4 +29.7 -38.7 (2) 2880 66 9/16" 96 5 Z 8" 67 1/4" 9%" 23.6 +29.6 -32.2 +29.6 -38.5 (2) 3080 74 9/16° 96 5/8" 75 1/4" 97" 26.3 +29.4 -32.0 +29.4 -38.0 12" SIDELI'TE 113 97 16" 96 5 8" 14 97" 1 9.6 +31.3 -34,0 x31.3 -42.0 NOTE: DOOR CHECK SIZES SHOWN ARE FOR THERMA-TRU BRAND WITH MANUFACTURER TO VERITY DIMENSIONS. DOORS; OTHER BRANDS MAY VARY. SLIDING GLASS DOOR DESIGN PRESSURE CHART (p.s.f.) TAG DOOR DIMENSIONS ROUGH OPENING AREA I WIND ZONE CLASSIFICATION WIDTH HEIGHT WIDTH HEIGHT Sq, Ft.1 ZONE 4 ZONE 5 5068 XX 60 11/16" 80 62 1 'L" 81 35.2 H28.8 -31.4 I-28.8 -36.8 6068 XX 72 11/16" 80" 74 1/2" 81" 41.9 +28.4 -31.1 +28.4 -36.1 8068 XX 96 11/15" 80" 98 1/2" 81" 55.4 +27.8 -30.5 +27.8 -35.0 9068 XXX 107 11 16" 80" 109 1/2" 81" 61.6 +27.6 -30.3 +27.6 -34.6 9068 0X0 109 11/16" 8U" 111 1/2" 81" 62.7 +27.6 -30.3 1-27.6 -34.5 9068 OXXO 120 11/16° 80" 122 1/2" 31" 68.9 +27.4 -30.1 +27.4 -34.1 10068 OXXO 144 11/16" 80" 146 1/2" 81" 82.4 +27.0 -29.7 +27.0 -33.4 12068 XXX 143 11/16" 80" - 145 1/2"_ 81" 81.8 +27.0 -29.7 +27.0 -33.4 12068 0X0 145 11 16" 80" 147 1/2" 81" - 83.0 +27.0 -29.7 +27.0 -33.3 12068 OXXO 192 11 16" 80" 194 1/2" 81 109.4 +26.5 -29.1 +26.5 -32.2 5080 XX 60 11 16" 96" 62 1/2" 97" 42.1 +28.4 -31.1 +28.4 6080 xx 72 11 16 96" 74 1/2" 97" 50.2 +'2`8.0 -30.7 +28.0 -35.4 8080 xx 96 1 1/16" 96 - 98 1/2" 97" 66.4 +27.5 -30.1 +27.5 -34..3 9080 XXX 107 11 16 96 109 1/2" 97" 73.8 +27.3 -29.9 +27.3 -33.8 9080 0X0 109 1 1/16" 96" 1 1 1 1/2" 97" 75.1 +27.2 -29.9 1 27.2 -33.8 9080 OXXU 120 1 1 16 " - 96" 122 1/2" 97" - 82.5 1-27.0 -29.7 +27.0 -33.4 10080 OXXO 14<1 I 1 16 96" 146 1/2" 97" 98.0 +26.7 -29.3 +26.7 -32.7 12080 XXX 143 1 1 16" 96" 145 1/2" 97" 98.0 +26.7 -29.3 +26.7 -32.7 12080 0X0 145 11/16° 96" 147 1/2" 97" 99.4 +26.7 -29.3 +26.7 -32.6 12080 OXXO 192 11 16" 96" 194 1/2" 97" 9 131.0 +26.1 -28.7 +26.1 -31.5 NO'T'E: DOOR SIZES SHOWN ARE FOR CITECK WITH MANUFACTURER ATRIUM BRAND WINDOWS; TO VERIFY DIMENSIONS. OTHER BRANDS MAY VARY. GARAGE DOOR DESIGN PRESSURE CHART (p.s.f.) TAG DOOR DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICATION WIDTH HEIGHT WIDTH HEIGHT Sq. Ft. ZONE 4 ZONE 5 8070 96" 84" 96" 84" 56 +27.8 -30.5 1-27,8 -34.9 9070 108" 84 108" - 84" 63 +27.6 -30.2 1-27.6 -34.5 16070 192" 84" 192" 84" 112 +26.4 -29.1 1.26.4 -32.1 18070 216" 84" 216" 84" 126 1 +26.2 -28.8 +26.2 -31.6- 8080 L 96" 96" 96" 96" 64 +27.6 -30.2 -27.6 -34,4 9080 108" 96" 108" 1961' 72 +27.3 -30.0 +27,3 -33.9 16080 192" 96 192 96 128 +26.1 -28.8 +26.1 -31,6 18080 216" 96" 216" -1 96" 144 +25.9 -28.6 i +25.9 :31.1 NOTE: DOOR SIZES SHOWN ARE GENERIC SIZES. CHECK DIMENSIONS. WITH MANUFACTURER TO VERIFY BLOCK WINDOW DESIGN PRESSURE CHART (p,s.f.) TAG WINDOW DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICATION WIDTI I HEIGHT WIDTH HEIGHT Sc. Ft. ZONE 4 ZONE 5 12 SH 19" 26" 19 3/4" 26" 3.6 1-31.3 -34.0 +31.3 -42.0 13 SH IVI 38 3/8" 19 3/4" 38 3/8" 5.2 +31.3 -34.0 +31.3 -42.0 14 SH 19" 1 50 5/8" 19 3/4" 50 5/8" 6.9 +31.3 -34.0 +31.3 -42.0 15 SH 19" 163" 19 3/4" 63" 8.6 +31.3 -34.0 +31.3 -42.0 16 SIT 19" 72" 19 3/4" 72" 9.9 1-31.3 -34.0 +31.3 -42.0 1/2 32 SH 26 3/8" 1 26" 27 1/4" 26" 4.9 +.31.3 -34.0 +31.3 -42.0 1/2 33 SH 26 3/8" 1 38 3/8" _ 27 1/4" 38 3/8" 7.3 +31.3_ -34.0 +31.3 -42.0 1/2 34 SH 26 3/8" 50 5/5., 27 1/4" 50 5/8" 9.6 +31.3 -34.0 +31.3 -42.0 1/2 35 SH 26 3/8" 63" 27 1/4" 63" 12.0 1-31.0 -33.6 +31.0 -41.2 1/2 36 SH 26 318 " 72" 27 1/4" 72" 13.6 +30,7 -33.4 +30.7 -40.7 22 SH 36 7/8" 26" 37 3/4" 26" 6.8 +31.3 -34.0 +31.3 -42.0 23 SH 36 7/8" 38 3/6-, 37 3/4" 38 3/8" 10.1 +.31.3 -34.0 +31.3 -41.9 24 SH 36 7/8" 50 5/8" 37 3/4" 50 5/8" 13.3 +30.8 -33.4 +30.8 -40.8 25 SIT 36 7 8" 63 .37 3/4" 63" 16.5 +30.3 -33.0 +30.3 -39.9 26 SH 36 7/8" 1 72" 37 3/4" 72" 18.9 +30.0 -32.7 +30.0 -39.4 32 SH 53" 1 26" 53 3/4" 26" 9.7 F31.3 -34.0 +31.3 -42.0_ 33 SH 53" 38 3/8., _ 53 3/4" 38 3/8" 14.3 +30.6 -33.3 +30.6 -40.5 34 SH 53" 50 5/8" 53 3/4" 50 5/8" 18.9 +30.0 -32.7 t•30.0 -39.4 35 SH 53" 63" 53 3/4" 63" 23.5 +29.6 -32.3 +29,6 -38.5 36 SH 53" _ - /2' 53 3/4" 72" 26.9 +29.3 -32.0 +29.3 -37.9 (2) 24 SH 73 3 4" 50 5/8" 74 5/8" 50 5/8" 13.3 +30.8 -33.4 +30.8 -40.8 2 25 SH 73 3/4" 63" 74 5/8" 63" 16.5 +30.3 -33.0 +30..3 -39.9 2 26 SH 73 3/4" 72° 74 5L8" _ 72" 18.9 +30.0 -32.7 +30.0 -39.4 4 -,H '2 3 0 1 06" 0 5 5 8" 106 7 /8" 50 5 8" 1 .9 8 +3 0 0 --3 .7 Z +30.0 -39.4 2 35 51-1 106" 63" 106 7/8" 63"23.5 +29.6 -32.3 +29.6 -38.5 2 36 SH 106" 72" 106 7/8" 72" _ 26.9 +29.3 -32.0 1-29.3 -37.9 (3) 24 SH 110 5/8" 50 5/8" 111 3/8" 50 5/8" 13.3 1.30.8 -33.4 +30.8 -40.8 3 25 SH 110 .5/811 63" 111 3/8" 63" 16.5 1 +30.3 -33.0 +30,.3 -39.9 3 26 SH 110 5/8" 72" 111 :3/3" - 72" 18,9 +30.0 -32.7 +30.0 -39.4 3 34 SH 159" 50 5/8" 159 3/4" 50 5/8" 18.9 _ +30.0 -32.7 +30.0 -39.4 3 35 SH 159" 63" 159 3 4" 63" 23.5 +29.6 -32.3 +29.6 -38.5 (3 36 SH 159" 72" 159 3/4" 72" 26.9 +29.3 -.32,0 x29.3 -37.9 NO'T'E: WINDOW SIZES SHOWN ARE FOR ATRIUM BRAND WINDOWS; CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. OTHER BRANDS MAY VARY. FRAME WINDOW DESIGN PRESSURE CHART (p.s.f.) TAG WINDOW DIMENSIONS ROUGH OPENING AREA WIND ZONE CLASSIFICATION WIDTH HEIGIT'T' WIDTH HEIGHT Sc. Ft, ZONE 4 ZONE 5 _ 2020 SH 23 7 8" 23 -1/2" 24 3/8', - 24" 4.1 +31.3 -34.0 1.31.3 -42.0 2420 SH 27 7/8" 23 1/2" 28 3/8" 24" - 4.7 1-31.3 -34.0 +31.3 -42.0 2620 SH 31 7/8" 23 1/2" 32 3/8" 24" 5.4 +31.3 -34.0 +31.3 -42.0 3020 5H 35 7/8" 23 1/2" 36 3 8" 24" 6.1 +31.3 -34.0 +31.3 -42.0 3420 SH 39 7/8" 23 1/2" 40 3/8" 24" 6.7 +31.3 -34.0 +31.3 -42.0 3820 SH 43 7/8" 23 1%2"- 44 3/8" 24" 7.4 +31.3 -34.0 +31.3 -42.0 4020 SH 47 7/8" 23 1/2" 48 3/8'l 24" 8.1 +31.3 -34.0 +31.3 -42.0 2030 SH 23 7/8" 35 1/2" 24 3/8" 36"' 6.1 +31.3 -34.0 +31.3 -42.0 2430 SH 27 7/8" 35 1/2" 28 3/8" 36" 7.1� 1.31.3 -34.0 +31.3 -42.0 2830 SH 31 7/8" 35 1/2" 32 3/8" 36" 8.1 +31.3 -34.0 +31.3 -42.0 3030 SH 35 7/6" 35 1/2- 36 .3 8'" 36" 9.1 1-31.3 -34.0 f-31.3 -42.0 3430 SH 39 7/8" .35 1/2" 40 3/8" 36" 10.1 +31.3 -34.0 +31.3 -41.9 �H 3830 0 4 7 3 8' 1 35 2' 44 3 8" 36" 11.1 1-31.1 -33.8 +31.1 -41.6 4030 SH 47 7/8" 35 1/2" 48 3/8" 36" _ 12.1 +30.9 -33.6 +30.9 -41.2 2040 SH 23 7/8" 47 1/2" 24 3/8" 48" 8.1 +31.3 -34.0 +31.3 -42.0 2440 SH 27 7/8" 47 1/2" 28 3/8" 48" 915 +31.3 -34.0 +31.3 -42.0 2840 SH 31 7/8" 47 1/2" 32 3/8" 48" 10.8 +31.2 -33.8 +31.2 -41.7 3040 SH 35 7/8" 47 1/2" 36 :3 8" 48" 12.1 +30.9 -33.6 +30.9 -41.2 3,140 SH 39 7Z8" 47 1/2" 4U 3/8" 48" 13.5 H30.7 -33.4 +30.7 -40.8 3840 SH 43 7/8" 47 1/2" 44 3/8" 45" 14.8 +30.5 -33.2 +30.5 -40.4 4040 SH 47 7 8" 47 1 2" 48 3/8" 48" 16.1 +30.4 -33.0 +30.4 -40.0 2050 SH 23 718" 59 1/2" 24 3/8" 60" 10.2 +31.3 -34.0 +31.3 -41.9 2450 SH 27 7/8" 59 1/2" 28 3/8" 60" 11.8 +31.0 -33.7 +31.0 -41.3 2850 SH 31 7/8" 59 1/2" 32 3/8" 60" 13.5 +30.7 -33.4 +30.7 -40.8 3050 SH 35 7/a" 59 1/2" 36 3/8" 60" 15.2 +30.5 -33.1 +30.5 -40.3 3450 SH _39 7/8" 59 1/2" 40 3/8" 60" 16.8 1-30.3 -32.9 +30.3 -39.9 3650 SH 43 7/8" 59 1/2" 44 3/8" 6T 18.5 +30.1 -32.7 +30.1 -39.5 4050 SH 47 7/8" 59 1 2" 48 3/5.1 6T 20.2 +29.9 -32.6 •1-29.9 -39.1 2060 SH 23 7/8" 71 1/2" 24 3/8" 72" 12.2 +30.9 -33.6 +30.9 -41.2 _ 2,160 SH 27 7/8" 71 1/2" 28 3/8" 72" 14.2 +30.6 -33.3 +30.6 -40.5 2860 111-1 31 7/8" 71 1/2" 32 3/8" 72" 16.2 +30.4 -33.0 +30.4 -40.0 3060 SH 35 716" 71 1 2" 36 3/d" 72" 18.2 1-30.1 -32.8 +30.1 -39.5 3460 SH 39 7/8" 71 1/2" 40 3/8- 72" 20.2 •1-29.9 -32.6 +29.9 -39.1 3860 SH 43 7/8" 71 1 2" 44 3/8 72" 22.2 1-29.7 -32.4 1-29.7 -38.7 4060 SH 47 7/8" 71 1/2" 48 3/8 72" 24.2 +29.5 -32.2 +29.5 -38.4 2 3050 SH 72 5/4 " 59 1/2" 73 1/4" 60" 15.2 +•30.5 -33.1 +30.5 -40.3 (2) 3060 SH 72 .3 4" 71 1/2" 73 1/4" 72" 18.2 1-30.1 -32.8 +30.1 -39.5 (2) 4050 SH 96 3/4" 59 1/2" 97 1/4" 60" 20.2 +29.9 -32.6 +29.9 -39.1 2 4060 SH 96 3/4" 71 1/2" 97 1/4" 72" 24.2 +29.5 -32.2 +29.5 -38.4 3 3050 SH 109 5/8" 59 1/2" 110 1/8" 60" 15.2 P30.5 -33.1 +30.5 -40.3 S 3060 SH 109 5/8" 71 1/2" 110 1/8" 72" 18.2 +30.1 -32.8 +30.1 -39.5 (3) 4050 SH 145 5/8" 59 1/2" 146 I/8` 60" 20.2 +29.9 -32.6 +29.9 -39.1 3 4060 SH 145 5Z6" 1 71 1/2" 146 1/8" 72" 1 24.2 +29.5 -32.2 f•29.5 -38.4 NO'T'E: WINDOW SIZES SHOWN ARE FOR A'T'RIUM BRAND WINDOWS; CHECK WITH MANUFACTURER TO VERIFY DIMENSIONS. OTHER BRANDS MAY VARY. MERCEDES ARC'HITE CT URAL ,r­Ilr-1 -0 AND ENGINEERIN(Gif SEEZVIUvic-) 6905 NORTH W I0KHAM ROAD SUITE #307 MIEILI�O�CTRNE FLORIDA �IDA ��� 0 1PHONE: (32*1)-259-6972 GENERAL VALLEY NOTES: (1) RAFTERS TO BE 2x4 SPACED 24" O.C. UP TO 8', USE 2x6 UP -TO 12' LENGTH. (2) RAFTER LENGTHS (FROM RIDGE TO CLEAT) OVER 12'-0" TO HAVE (2x4) COLLAR TIE, OR KICKER, AT 1/2 RAFTER SPAN (UP TO 24'-0" MAX RAFTER LENGTH). (3) RIDGE BOARD SHALL BE 2x6 MIN. FOR 2x4 RAFTERS, & 2x8 MIN. FOR 2x6 RAFTERS, (4) ATTACH RAFTERS 4' OR LONGER TO RIDGE BOARD AND CLEAT USING (1) USP RT7 CONNECTOR, NAILED WITH (10) 8d x 1-1/2" NAILS, ALL OTHERS TOE -NAIL WITH 0.131 x 3" GUN NAILS. (5) ALL CONVENTIONAL FRAMING LUMBER SHALL BE SPF STUD GRADE OR BETTER. DRYWALL - I6H FRAME WALL 2 "11 - 1 1/2" M!N, FF GABA E LIP DETAIL GROUP 300CT06 SCALE: NTS (2)2x4 CLEAT UNDER VALLEY FRAMING ANCH TO EA TRUSS BELOW W/ (4) 0.131 x 3" GUN NAILS FOR VALLEY RAFTERS 6' AND LESS. OVER 6' USE 12" STRAP. IF CLEAT IS OVER SHEATHING & VALLEY RAFTER IS OVER 6' LONG, USE (1) 3/8" x 4" LAG SCREW W/ 1" WASHER PER TRUSS OR CUT SLOT & WRAP 12" STRAP (ANY MFGR) AROUND TRUSS BELOW. FILL ALL HOLES W/ 8d x 1-1/2" NAILS (MIN.), SPACED (2) TRUSSES MAX. 1501 VALLEY FRAMING DETAIL 21APR06 SCALE: NTS APPLY 6" WIDE STRAIGHT FLASH 6�31, � �" » �\1x6 PT BUCK { ATTACHED WITH S'W'S I DOORSTOP CASE HARDENED A.4. DRYWALL TO BE NAILS PER INST. DETERMINED DETAIL DRAWING ^-"4 p TEXTURED CEMENT .4 1x4 PT FURRING BY DIVISION PLASTIC "J" ° ^ RIGID INSULATION / BRICK MOULD - CORNER BEAD 21,. -�- SHIM 1/4" MAX 3/160 TAPCON ' SPACED PER DOOR -- MANUFACTURER WALL JAMB APPLY 6" WIDE A STRAIGHT FLASH AT DOOR JAMB PERIMETER TO EXTERIOR WALL (PER MFG INSTALLATION 6" REQUIREMENTS) S.W.S. RIGID INSULATION TEXTURED CEMENT `�: ' (BEYOND) ? ' ° ° :,° 1x4 PT FURRING JAMB DRYWALL A A 3/160 TAPCON DRYWALL RETURN SPACED PER DOOR MANUFACTURER BASE BOARD 4j PLASTIC "J" OUTSWING DOORSILL FLUSH WITH EDGE lull U OF BRICK MOULD 0'_O" FFE (CAULK JOINT)SLAB RECESS B SILL SEALANT 52 B DOOR STYLE B SILL JAMB AS SELECTED B SWS OUTSWING DOOR JAMB DETAILS 0922 (FLUSH WITH EXTERIOR WALL) 06APRD7 SCALE: NTS 8d RING SHANK GUN NAILS (9 6" 0/C THEREAFTER L-7/16" OSB OR 15/32" CDX L- PLYWOOD CLIPS MIN SPAN RATING 24/15 (SHINGLE); 32/16 (TILE) (DO NOT OVER DRIVE NAILS) TYPICAL. NAILING SCHEDULE NAILSCHED 26FED07 SCALE: NTS 7/15" OSB - TYVEK (DRAINAGE PLANE) - PAPER BACKED WIRE LATH 7/8" MIN RED CEMENT FINISH FLASH] NG/CO N'_ROL JOINT MEMBRANE BR10GE FLASHING 3/8" MIN TEXTURED CEMENT FINISH L021 CONTROL JOINT S.W.S. SECTION 31- -- SCALE: NITS CANDC,dwg M 12� %,.� I %., L� S MAST-FER REVISIONS COMPONENTS AND CLADDING WIND LOAD (ROOF ANGLE: 10 TO 30 DECREES) RE'SIDENC'T' REV 28MAR05 DESCRIPTION WIND SCT q Q5 22JANO7 INITIAL RELEASE PD BASIC WIND SPEED XXXX 8d RING SHANK GUN NAILS 0 4" 0/C WITHIN PD MB 48" OF EN!)S, GABLES, SrI'ART REVISIONS AREA 06-16-07 RIDGES. 120 MPH BY 130 MPH 112JUN07 ISSUED FOR CONSTRUCTION f7 COLLAR TIE (AS REQUIRED, MPI[ ZONE SEE NOTE 2). B L C2 B C1 USP THD26 FASTENED TO B LI L LI PEAK OF PREVIOUS TRUSS. 1 10.0 +14.9 1 RT7 Cn EA END OF ���� TRUSSES BELOW O +18.0 -28.7 +20.1 -32.0 LONG FRAMING MEMBER. -27.8 +21.2 -33.6 (SEE NOTE #4.) (5) 10d GUN +20.3 r T NAILS EACH END. +27.4 -43.5 l IIIr'r--TI-'I T1,= (2)2x4 CLEAT UNDER VALLEY FRAMING ANCH TO EA TRUSS BELOW W/ (4) 0.131 x 3" GUN NAILS FOR VALLEY RAFTERS 6' AND LESS. OVER 6' USE 12" STRAP. IF CLEAT IS OVER SHEATHING & VALLEY RAFTER IS OVER 6' LONG, USE (1) 3/8" x 4" LAG SCREW W/ 1" WASHER PER TRUSS OR CUT SLOT & WRAP 12" STRAP (ANY MFGR) AROUND TRUSS BELOW. FILL ALL HOLES W/ 8d x 1-1/2" NAILS (MIN.), SPACED (2) TRUSSES MAX. 1501 VALLEY FRAMING DETAIL 21APR06 SCALE: NTS APPLY 6" WIDE STRAIGHT FLASH 6�31, � �" » �\1x6 PT BUCK { ATTACHED WITH S'W'S I DOORSTOP CASE HARDENED A.4. DRYWALL TO BE NAILS PER INST. DETERMINED DETAIL DRAWING ^-"4 p TEXTURED CEMENT .4 1x4 PT FURRING BY DIVISION PLASTIC "J" ° ^ RIGID INSULATION / BRICK MOULD - CORNER BEAD 21,. -�- SHIM 1/4" MAX 3/160 TAPCON ' SPACED PER DOOR -- MANUFACTURER WALL JAMB APPLY 6" WIDE A STRAIGHT FLASH AT DOOR JAMB PERIMETER TO EXTERIOR WALL (PER MFG INSTALLATION 6" REQUIREMENTS) S.W.S. RIGID INSULATION TEXTURED CEMENT `�: ' (BEYOND) ? ' ° ° :,° 1x4 PT FURRING JAMB DRYWALL A A 3/160 TAPCON DRYWALL RETURN SPACED PER DOOR MANUFACTURER BASE BOARD 4j PLASTIC "J" OUTSWING DOORSILL FLUSH WITH EDGE lull U OF BRICK MOULD 0'_O" FFE (CAULK JOINT)SLAB RECESS B SILL SEALANT 52 B DOOR STYLE B SILL JAMB AS SELECTED B SWS OUTSWING DOOR JAMB DETAILS 0922 (FLUSH WITH EXTERIOR WALL) 06APRD7 SCALE: NTS 8d RING SHANK GUN NAILS (9 6" 0/C THEREAFTER L-7/16" OSB OR 15/32" CDX L- PLYWOOD CLIPS MIN SPAN RATING 24/15 (SHINGLE); 32/16 (TILE) (DO NOT OVER DRIVE NAILS) TYPICAL. NAILING SCHEDULE NAILSCHED 26FED07 SCALE: NTS 7/15" OSB - TYVEK (DRAINAGE PLANE) - PAPER BACKED WIRE LATH 7/8" MIN RED CEMENT FINISH FLASH] NG/CO N'_ROL JOINT MEMBRANE BR10GE FLASHING 3/8" MIN TEXTURED CEMENT FINISH L021 CONTROL JOINT S.W.S. SECTION 31- -- SCALE: NITS CANDC,dwg M 12� %,.� I %., L� S MAST-FER REVISIONS COMPONENTS AND CLADDING WIND LOAD (ROOF ANGLE: 10 TO 30 DECREES) RE'SIDENC'T' REV 28MAR05 DESCRIPTION WIND SCT q Q5 22JANO7 INITIAL RELEASE PD BASIC WIND SPEED XXXX SEE REVISION SHEET PD MB ARCHITECTURAL i AND ENGINEERING SrI'ART REVISIONS AREA 06-16-07 REV 120 MPH BY 130 MPH 112JUN07 ISSUED FOR CONSTRUCTION RM 140 MPI[ ZONE SQ FT B C1 C2 B C1 C2 B C1 C2 1 10.0 +14.9 -23.7 +18.0 -28.7 +20.1 -32.0 +17.5 -27.8 +21.2 -33.6 +23.6 -37.5 +20.3 -32.2 1-24.6 -39.0 +27.4 -43.5 1 20.0 +13.6 -23.0 +16.5 -27.8 +18.4 -31.1 +16.0 -27.0 -1-19,4 -32.7 +21.6 -36.5 +18.5 -31.4 I-22.4 -38.0 +25.0 -42.4 2 10.0 +14.9 -50.1 +18.0 -60.6 +20.1 -67.6 +11.5 -58.7 -1-21.2 -/1.0 +23.6 -79.2 -1-20.3 -68.1 -I-24.6 -82.4 +27.4 -91.9 2 20.0 +13.6 -45.4 +16.5 -54.9 +18.4 -61.3 +16.0 -53.3 +19,4 -64.5 +21.6 -72,0 +18,5 -61.8 1-22.4 -74.8 +25.0 -83.4 3 10.0 +14.9 -50.1 +18.0 -60.6 +20.1 -67.6 +17,5 -58.7 +21.2 -71.0 +23.6 -79.2 +20.3 -68.1 4-24.6 -82.4 +27,4 -91.9 3 20.0 +13.6 -45.4 +16.5 -54.9 +18.4 -61.3 +16.0 -53.3 +19.4 -64.5 +21.6 -72.0 +18.5 -61.8 -i-22.4 -74,8 +25.0 -83.4 NOTE: C1 USES 1.21 ADJUSTMENT COEFFICIENT FOR 1 STORY EXPOSURE; C2 USES 1,35 ADJUSTMENT COEFFICIENT FOR 2 STORY EXPOSURE FOUNDATION NOTIES: FOUND.dwg GENERAL NOTES: 24JAN06 1. IF A TERMITE CHEMICAL BARRIER IS TO BE APPLIED IT SHALL BE PER FBCR 2004, SECTIONS 1503.6, R320, & 2304 AND A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPT, BY A LICENSED PEST CONTROL COMPANY PER SECT 105.1 2. A/C COMPRESSOR LOCATION MAY VARY; FIELD LOCATE PER SURVEY. 3. SEE FLOOR PLAN FOR PLACEMENT OF VERTICAL REINFORCEMENT. WEDGE ANCHOR I.L.O. J -BOLT NOTE: A 1/2" DIA x 10" LONG MINIMUM WEDGE ANCHOR MAY BE USED IN LIEU OF 1/2" GIA J -BOLTS. ANCHORS TO BE LOCATED NO CLOSER THAN 2" TO EDGES AND 6" FROM CORNERS AND ENDS. USE APPROVED EPDXY SYSTEM AT CONCRETE EDGES. DOWEL ROD NOTE: (IF APPLICABLE) WHERE SHOWN U OR ® ON PLAN THERE IS A VERTICAL #5 (CC=3000 psi MINIMUM). DOWEL ROD REPAIR NorFE: j-- IN THE EVENT STEEL HAS BEEN INADVERTENTLY OMITTED FROM VERTICAL STEEL LOCATIONS, DRILL 6" INFO CONCRETE (3" FROM EDCES f5/8" AND 4" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2 PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE SIMPSON EPDXY-TIE OR EQUAL EPDXY ADHESIVE DESIGNED FOR CONCRETE. FOUNDATION LOAD CAPACITY NOTE: THE FOUNDATION DESIGN SHALL HAVE A MINIMUM LOAD CAPACITY OF 2000 PSF WITH A MINIMUM OF 95% OF MODIFIED PROCTOR PER ASTM D 1557. IN THE EVENT THE SOIL BEARING CAPACITY FALLS BELOW THE AFOREMENTIONED MINIMUM, THIS FOUNDATION PLAN MAY BE SUPERSEDED BY AN ENGINEER IN SPECIALIZED FOUNDATION DESIGN. FOUNDATION NOTES: 1. USE 3-1/2" THICK SLAB (MIN) OVER CLEAN, TERMITE TREATED, COMPACTED FILL AND 6 MIL POLYETHYLENE VAPOR BARRIER. SUBTERRANEAN TERMITE POST-TREATMENT MAY BE BORACARE APPLIED TO GROUND FLOOR WOOD SURFACES; ILO SOIL 'TREATMENT. 2. USE A MIN OF 1-1/2 Ibs OF FIBERMESH PER YARD IN SLAB, 3. CONCRETE COMPRESSIVE STRENGTH SHALL BE 2500 psi. 4. ALL REBAR SHALL BE GRADE 40. 5. MINIMUM REBAR COVERAGE IS 3" IN FOOTERS AND 1-1/2" IN WALLS, 6. REBAR OVERLAP SHALL BE 40 BAR DIAMETERS. (25" FOR #5 BARS). 7. FOR INSIDE CORNER OF SLAB ADD (2) #4 x 36" BARS DIAGONALLY 12" APART 2" FROM CORNER AND PLACED WITHIN UPPER THIRD OF SLAB, - �rR UC�PURAIL NOTE �1: STRUCT.dwg SHEAR WALL NOTES: 24MAR06 CSW1 SFUDS: A) FOR SHEARWALLS, BLOCKING IS REQ'D AF ALL SHEATHING EDGES BETWEEN STUDS. B) SPACING AT 24" ON CENTER (MAXIMUM). C) FOR MINIMUM SPECIES AND GRADE SEE GENERAL NOTES. D) SHEARWALL ENDS SHALL BE DOUBLE STUDDED. THIS MAY BE A COMPOSITE OF A FULL JACK AND STUD OR A COMBINATION OF CORNER STUDS. GSW2 STRUCTURAL WALL SHEATHING: MINIMUM 15/32" COX PLYWOOD OR 7/16" APA APPROVED O.S.B, GSW3 NAILING SCHEDULE: USE 8d GUN NAILS AT THE FOLLOWING SPACING: G" ON CENTER THROUGHOUT (UNO) GSW4 MT1T39fffiFl -DENOTES SHEAR WALL LOCATION A) LENGTHS SHOWN ARE THE MIN. LINEAL FEET OF SHEAR WALL REQUIRED. B) IF THERE IS NO SHEAR WALL DENOTED ON FLOOR PLAN THEN ALL BEARING, EXTERIOR FRAME WALLS GREATER THAN 16" IN LENGTH ARE REQUIRED TO BE CONSTRUCTED AS SHEAR WALLS. (SEE SHEARWALL FRAMING SPECS DETAIL). GSWS INTERIOR SHEAR WALLS SHALL USE 7/16" O.S.B. SHEATHING NAILED WITH 8d GUN NAILS AT 6" ON CENTER THROUGHOUT UNO WIFH A J -BOLT, WEDGIT, OR A HTT22 REQUIRED AT ENDS UNLESS FRAME WALL TO BLOCK CONNECTION IS AVAILABLE, PROVIDES 197 plf IN GROUP III SPECIES FRAMING). GSW6 ALL EXTERIOR BLOCK WALLS BETWEEN OPENINGS WITH DOWNPOURS AT EACH END ARE SHEAR WALLS. GSW7 ALL EXTERIOR POURED CONCRETE WALLS ARE SHEAR WALLS. STRUCTURAL NOTES: Gl DESIGN PARAMETERS: DESIGN LOADS: UNLESS NOTED OTHERWISE (UNO) IN SPECIFIC NOTES ROOF LOADS: LIVE LOAD (LL): 20psf (25% DURATION INCREASE) DEAD LOAD (DL): 17psf SHINGLE; 25psf TILE WIND CALLS: DEAD LOAD (DL); 10.2psf SHINGLE; 15psf TILE (607. DURATION INCREASE) FLOOR LOADS: DL: 15psf; LL: 40psf (0% DURATION INCREASE) BALCONY: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 60psf STAIRS: DL: 15psf; LL: 40psf FOR 1 & 2 FAMILY DWELLINGS ALL ELSE 100psf 02 MINIMUM LUMBER SIZES, SPACES, GRADES, AND SPECIES (UNO) A) INTERIOR NON-BEARING WALLS: 2x4 STUDS AT 24" ON CENTER. SPRUCE -PINE -FIR (SPF) GRADED LUMBER (OR BETTER) OR METAL STUDS. CRIMPER MAY BE USED IN LIEU OF SCREWS FOR METAL STUDS. B) FRAME BEARING WALLS: SPF #2 (MIN) 2x4 STUDS 4 16" 0/C TO 10'; USE 2x6 & MID IT BLOCKING BETWEEN STUDS OVER 10' UNO. C) HEADERS: SYP, GR 2, (2) 2x12 W/ 1/2" SOLID SPCR UNO ON PLAN OR DETAILS. NAIL PLIES W/ lOd 0 3" 0/C EDGES & 5" FIELD. 03 HEADERS MAY BE CUT OR NOTCHED AT THE ENDS ONLY. OTHERWISE THEY SHALL NOT BE REDUCED IN STRENGTH. 04 LUMBER EXPOSED TO WEATHER OR CONTACTING CONCRETE SHALL BE PRESSURE TREATED (PT). 05 FRAMING CONTRACTOR IS RESPONSIBLE FOR TEMPORARY BRACING DURING ERECTION OF TRUSSES AND FOR ALL PERMANENT BRACING PER 8051-B1 SUMMARY SHEET. 06 TILE ROOF USE 30/{ DRY IN, 90# FELT & HOT MOP W/ SCREW DOWN INSTALLATION PER ROOF TILE INSTITUTE SYSTEM TWO UNO. INSTALL TILE ROOF SYSTEM IN ACCORDANCE WITH FRSA/TRI PER FBC 1507.3.7 & FBCR 905.3. G7 GALV (26 Go MIN) OR ALUM FLASHING SHALL BE USED AT GUTTERS, WALL & ROOF INTERSECTIONS, ROOF SLOPE CHANGES, & ROOF OPENINGS. G8 ONLY SHINGLES & FASTENERS FROM BLDG DEPARTMENT'S LATEST APPROVED ROOF COVERING MFGR'S LIST (IF APPLICABLE) SHALL BE USED. ANCH W/ (5) 7/8" MIN LENGTH ROOFING NAILS W/ .413" DIA HEAD PER SHINGLE. 09 REBAR IS GRADE 40 UNO ON PLAN. PLACEMENT IS PER TYP WALL SECT & PLAN. CIO ALL COEFFICIENTS AND CALCULATIONS ARE PER THE LATEST EDITION OF ASCE 7 AS ADOPTED BY THE FBCB. Gil ALL CONNECTIONS HAVE BEEN CHECKED TO WITHSTAND ALL APPLICABLE LOADS UNO AND ALL CONNECTORS SHALL BE NAILED PER MANUFACTURER'S SPECS. C12 EXTERIOR CEILING MATERIAL WILL BE 1/2" GYPSUM SOFFIT BOARD AS A MINIMUM WHICH CAN PROVIDE FULLY ENCLOSED STRUCTURAL INTEGRITY, C13 OVERLAP DOUBLE TOP PLATES 24" AND ANCH WITH 10d AT 16" O.C. WITH (.3) 10d's AT CORNERS. COPYRIG11T 2005 All drawings, specifications and copies thereof ure instrumentsof service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized rn use of these documents or any other project without written permission from Mercedes Hoes Inc. is strictly prohibited. This design is protected by federal copyright laws. FULLY ENCLOSED 13UILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF ±.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WINDOW TOLERANCE NOTE: A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF' ROUGH OPENING PER MANUFACTURER'S SPECS. FLOODZONE.dwgF f O O D / ON t, N O I J: U/SEPUS IN A FLOOD ZONE: L� ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS WILL BE PLACED ABOVE BFE. RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVA-TION, GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. EILRDNOTE.dwg Lj O LLA R D NOTE: 09JUN05 36"H x 4.5"0S"FEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER IF REQUIRED BY BUILDING OFFICIAL. LNH-NOTE.dwg LINTEL NOTE: (Ih' REQD) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. (zT) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNorEV.dwgFLOOR PLAN N0rt, ES: 26JUN06 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE, 3. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC SHALL BE UL LISTED, 4. FINISHED WATER CLO5,ET SPACE 'TO BE A MIN. OF 30". 5. NON-BEARING WALL EjTUDS TO BE 24" O.C. 6. ALL INTERIOR GYP CEIL BRD IS 1/2" SAG RESISTANT, & IS SCREWED © 12" 0/0. USE 5/8" TYPE X ACROSS FRAMING, SCREWED 6" 0/C, @ GARAGE CEILING UNDER HABITABLE SPACE. USE 1/2" GYP ORD (MIN) ON GARAGE FRAME WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE. 7. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR. NOTES I41 OR PALM COASrI' ONLY: 1. A/C PLATFORM WITH RETURN- 48"W x 36"D x 30"H. 2. NON -TEMPERED WINDOWS TO BE A MIN. OF 24" A.F.F. 3. ALL ROOFS TO HAVE A MIN, 12" O.H. AND 12" RAKE, 4. CEILING INSULATION TO BE A MINIMUM OF R-30. NOTE TO BUILDEE: ALLOWABLE -TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± ?„ O.C. DOWNPOURS .................. ± 8" O.C. A M 12� %,.� I %., L� S MAST-FER REVISIONS SEVILLE PALM ENGINEERING SH EErI' JONE�D RE'SIDENC'T' REV DATE DESCRIPTION BY SCT q Q5 22JANO7 INITIAL RELEASE PD _APP. MB Q6 XXXX SEE REVISION SHEET PD MB ARCHITECTURAL i AND ENGINEERING SrI'ART REVISIONS SERVICES 06-16-07 REV DATE I DESCRIPTION BY APP. 0 112JUN07 ISSUED FOR CONSTRUCTION RM ENG FULLY ENCLOSED 13UILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF ±.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WINDOW TOLERANCE NOTE: A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF' ROUGH OPENING PER MANUFACTURER'S SPECS. FLOODZONE.dwgF f O O D / ON t, N O I J: U/SEPUS IN A FLOOD ZONE: L� ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS WILL BE PLACED ABOVE BFE. RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVA-TION, GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. EILRDNOTE.dwg Lj O LLA R D NOTE: 09JUN05 36"H x 4.5"0S"FEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER IF REQUIRED BY BUILDING OFFICIAL. LNH-NOTE.dwg LINTEL NOTE: (Ih' REQD) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. (zT) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNorEV.dwgFLOOR PLAN N0rt, ES: 26JUN06 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE, 3. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC SHALL BE UL LISTED, 4. FINISHED WATER CLO5,ET SPACE 'TO BE A MIN. OF 30". 5. NON-BEARING WALL EjTUDS TO BE 24" O.C. 6. ALL INTERIOR GYP CEIL BRD IS 1/2" SAG RESISTANT, & IS SCREWED © 12" 0/0. USE 5/8" TYPE X ACROSS FRAMING, SCREWED 6" 0/C, @ GARAGE CEILING UNDER HABITABLE SPACE. USE 1/2" GYP ORD (MIN) ON GARAGE FRAME WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE. 7. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR. NOTES I41 OR PALM COASrI' ONLY: 1. A/C PLATFORM WITH RETURN- 48"W x 36"D x 30"H. 2. NON -TEMPERED WINDOWS TO BE A MIN. OF 24" A.F.F. 3. ALL ROOFS TO HAVE A MIN, 12" O.H. AND 12" RAKE, 4. CEILING INSULATION TO BE A MINIMUM OF R-30. NOTE TO BUILDEE: ALLOWABLE -TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± ?„ O.C. DOWNPOURS .................. ± 8" O.C. A M 12� %,.� I %., L� S C O N P, a -A R IV][ ' rF 0 a SEVILLE PALM ENGINEERING SH EErI' JONE�D RE'SIDENC'T' F B C R <__ 0 0 4 CDS f) VOL -000081-07 SHEET: rp11 120 M.P.H. C EXPOSURE SCT q WALLS: (IMPORTANCE FACTOR ONE) TYPE V -B CONSrI R UCrl,lON MASTER g PROD. DEV, FULLY ENCLOSED 13UILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF ±.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WINDOW TOLERANCE NOTE: A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF' ROUGH OPENING PER MANUFACTURER'S SPECS. FLOODZONE.dwgF f O O D / ON t, N O I J: U/SEPUS IN A FLOOD ZONE: L� ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS WILL BE PLACED ABOVE BFE. RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVA-TION, GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. EILRDNOTE.dwg Lj O LLA R D NOTE: 09JUN05 36"H x 4.5"0S"FEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER IF REQUIRED BY BUILDING OFFICIAL. LNH-NOTE.dwg LINTEL NOTE: (Ih' REQD) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. (zT) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNorEV.dwgFLOOR PLAN N0rt, ES: 26JUN06 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE, 3. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC SHALL BE UL LISTED, 4. FINISHED WATER CLO5,ET SPACE 'TO BE A MIN. OF 30". 5. NON-BEARING WALL EjTUDS TO BE 24" O.C. 6. ALL INTERIOR GYP CEIL BRD IS 1/2" SAG RESISTANT, & IS SCREWED © 12" 0/0. USE 5/8" TYPE X ACROSS FRAMING, SCREWED 6" 0/C, @ GARAGE CEILING UNDER HABITABLE SPACE. USE 1/2" GYP ORD (MIN) ON GARAGE FRAME WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE. 7. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR. NOTES I41 OR PALM COASrI' ONLY: 1. A/C PLATFORM WITH RETURN- 48"W x 36"D x 30"H. 2. NON -TEMPERED WINDOWS TO BE A MIN. OF 24" A.F.F. 3. ALL ROOFS TO HAVE A MIN, 12" O.H. AND 12" RAKE, 4. CEILING INSULATION TO BE A MINIMUM OF R-30. NOTE TO BUILDEE: ALLOWABLE -TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± ?„ O.C. DOWNPOURS .................. ± 8" O.C. A M 12� %,.� I %., L� S DESIGN AlEETS Ii BCR 2004 WITH 2005 & 200E SUPPLEMENTS SEVILLE PALM ENGINEERING SH EErI' JONE�D RE'SIDENC'T' FULLY ENCLOSED 13UILDING NOTE: DESIGN SHALL MEET INTERNAL PRESSURE COEFFICIENT OF ±.18 FOR FULLY ENCLOSED (CONDITION 1) BUILDING. WINDOW TOLERANCE NOTE: A MAXIMUM OF 1/4" TOLERANCE ON EACH SIDE OF' ROUGH OPENING PER MANUFACTURER'S SPECS. FLOODZONE.dwgF f O O D / ON t, N O I J: U/SEPUS IN A FLOOD ZONE: L� ALL ELECTRIC -PLUMBING -A/C -WATER HEATERS WILL BE PLACED ABOVE BFE. RECESSED SHOWERS SHALL BE ABOVE FLOOD ELEVA-TION, GARAGE DOORS SHALL HAVE VENTS AT THE BOTTOM TO PROVIDE HYDROSTATIC RELIEF UNO. EILRDNOTE.dwg Lj O LLA R D NOTE: 09JUN05 36"H x 4.5"0S"FEEL BOLLARD TO BE LOCATED IN FRONT OF AHU AND/OR WATER HEATER IF REQUIRED BY BUILDING OFFICIAL. LNH-NOTE.dwg LINTEL NOTE: (Ih' REQD) 20SEP04 (1) #5 REBAR SHALL BE ADDED TO ALL PRECAST LINTELS. (zT) - INDICATES AN EXTRA #5 IS TO BE ADDED TO THE BOND BEAM TOP COURSE OVER SPECIFIED OPENINGS. FLRNorEV.dwgFLOOR PLAN N0rt, ES: 26JUN06 1. ALL KITCHEN WALLS CONTAINING WALL CABINETS SHALL BE FRAMED AT 16" ON CENTER. 2. AN 8" BOND BEAM IS USED WITH (1) #5 IN TOP COURSE, 3. FOR MECHANICAL INSTALLATION, ALL TAPES, CONNECTORS, AND MASTIC SHALL BE UL LISTED, 4. FINISHED WATER CLO5,ET SPACE 'TO BE A MIN. OF 30". 5. NON-BEARING WALL EjTUDS TO BE 24" O.C. 6. ALL INTERIOR GYP CEIL BRD IS 1/2" SAG RESISTANT, & IS SCREWED © 12" 0/0. USE 5/8" TYPE X ACROSS FRAMING, SCREWED 6" 0/C, @ GARAGE CEILING UNDER HABITABLE SPACE. USE 1/2" GYP ORD (MIN) ON GARAGE FRAME WALLS, USE 20 MIN RATED DOOR & FRAME TO GARAGE. 7. MECHANICAL UNIT AND DUCT WORK IN GARAGE SHALL COMPLY WITH 8309 OF 2004 FBCR. NOTES I41 OR PALM COASrI' ONLY: 1. A/C PLATFORM WITH RETURN- 48"W x 36"D x 30"H. 2. NON -TEMPERED WINDOWS TO BE A MIN. OF 24" A.F.F. 3. ALL ROOFS TO HAVE A MIN, 12" O.H. AND 12" RAKE, 4. CEILING INSULATION TO BE A MINIMUM OF R-30. NOTE TO BUILDEE: ALLOWABLE -TOLERANCE SPACING AS FOLLOWS: J -BOLT .......................... ± ?„ O.C. DOWNPOURS .................. ± 8" O.C. A M 12� %,.� I %., L� S SEVILLE PALM ENGINEERING SH EErI' JONE�D RE'SIDENC'T' SCALE (UNC): NOT TO SCALE CDS f) VOL -000081-07 SHEET: rp11 DRAWN BY PROD. DEV. SCT q WALLS: CHECKED BY MASTER g PROD. DEV, QS_19 7801-WR_Q5 MERCEDES ARCHITECTURAL i AND ENGINEERING SERVICES 06-16-07 6905 North Wickham Rood Suite #307 MelbOUrne, FL 32940 Phone: (.321) 259-6972 MICHAEL P. tMELZER P.E. LICENSE # PE 41101 FOR STRUCTURAL CERTIFICATION ONLY c An'_n" MAU_CONN_SCHEDULE.dw9 r� t/ I70Cr05 CCNNECTOR REVISION DATE:29MAY07 ANCHOUCONNECTOR SCHEDULE NOTE: CONNECTOR ASSEMBLIES ARE INDICTED BY LOAD PATH SYMBOL *XXXX*: SYP (SOUTHERN YELLOW PINE VALUES) o €ALTI: INDICATES ALTERNATE COMPONENT/USE MI"GR.: "U" = USP, = SIMPSON, "G° = GENERIC J a BY NO. MFGR, QTY. PART NO. ATTACHMENT CONNECTED ELEMENTS RATED UPLIFT (IN LBS) (,D" U 1 HTA1 6 (10)-1 Od x 1.5 TRUSS TO BOND BEAM 1500 (.)2 U 2 HTA16 (10)-10d x 1.5 EA TRUSS TO BOND BEAM 3000 (1 J3 U 1 MUGT15 (22)-10d & 5/8"0 ALL THREAD GIRDER TO BOND BEAM 3965 SERVICES 06-18-07 690.5 North Wickham Rood N[tCIIAEL P. tMELZER P.E. DRILL/EPDXY-8 EMBED LICENSE # PE 41101 FOR STRIJCTIJRAL CERTIFICAfION ONLY (2o�lU 1 RT7A (10)-8d x 1.5 TRUSS TO TOP PLATE 650 U 1 SPTH SERIES 48' OC (12)-10d x 1.5 TOP PLATE TO STUD a a U 1 SPTH SERIES (1 2)-1 Od x 1 SAME '---')-FUD TO 48" OC .5 BOTTOM PLATE 1 J -BOLT 1/2"0 W/2" WSHR CO BOTTOM PLATE TO BOND OR SCRW ANCH 48' OC -7" EMBED BEAM OR FOUNDATION (32)-10d x 1.5 & 4618 (206 U 1 HTT22 5/8"0 THRU BOLTS TRUSS TO HTT22 *5370* o r U 1 HTT22 32 -10d x 1 .5 HTT22 TO U COL (32)j 1Od x 1.5 & _L�Z. B/U COL TO BOND BEAM U 1 HTT22 5/8' D ALL THREAD DRILL/EPDXY-10" EMBED OR FOUNDATION C0 U 1 RT7A (10)-8d x 1.5 TRUSS TO BEAM OR LEDGER 650 ���/// (602 U 2 RT7A (1 0)-8d x 1.5 EA TRUSS TO BEAM OR LEDGER 1 300 / (6 08 U 2 HTW20 (24)-10d x 1,5 EA TRUSS TO BEAM OR LEDGER 2650 *3060* MAD_ CONN_SCHEDULE2.dwy TRUSS RUSS AN L BEAM ANCAVI SCHEDULE 26AUG051 E0. MFGR. QTY. PART N0, GIRDER/HEADER FASTENERS FTRUSS/JOIST FASTENERS RATED CAPACI'T'Y (IN LBS) 2485 -FLOOR ( A U 1 THD26 (18)-16d (12)-1 Odx 1.5 3060ROOF 1 7 P I F 2 0 U L T 4175 -FLOOR I3 U 1 THDH26-2 (22)-16d (8)-1Od F 5060 -ROOF 2605 -UPLIFT 5955 -FLOOR I' U 1 NFM35x12U 1/2" & 3/4" A -BOLTS (5)-1/2" BOLTS 5955 -ROOF 3450 -UPLIFT NOTE: UNLESS NOTED OTHERWISE ON THESE DRAWINGS, (1) TRUSS/LVL TO CMU/CONCRETE CONNECTIONS ARE W/ 101 (1500 LBS UPLIFT CAPACITY). (2) TRUSS/LVL TO WOOD FRAME WALL CONNECTIONS ARE W/ 201 (650 LBS UPLIFT CAPACITY). (3) TRUSS/LVL TO WOOD BEAMS/EDGERS/TRUSSES CONNECTIONS ARE W/ 601 (650 LBS UPLIFT CAPACITY). COPYRfGL-IT 2005 All drawinr)s, 5peCificalions and copies thereof are instruments of service and rernain the properly of Mercedes Hornes Inc. 'The reproduction or unauthorized U50 of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. this design is protected by federal copyright laws. MASTER PEVISIONS REV DATE DESCRIPTION BY APP. Q5 22JAN07 INITIAL RELEASE PD MB Q6 XXXX SEE REVISION SHEET PD MB START. REVISION'S F0REV DATE DESCRIPTION BY APP. 12JUN07 ISSUED FOR CONSTRUCTION RM ENG BUB'B'LE OPTIONS SVP -02018.00016 Elevation "MW" MBr SGD Porch 28'x 10' T2NorES,dNgHANGER rI'0 MAS0NRY/C0NCRETE12JUN06 CONNECTION NOrl'E: TO ANCHOR HANGER TO MASONRY/CONCRETE: FILL ALL HOLES W/4'" O X 2It "" TAPCON SCREWS FRAMER' NOTE: FOR GIRDERS BEARING ON FRAMED WALLS, MINIMUM STUDS (SPF GR2) UNDER BEARING SHALL BE GIRDER PLYS PLUS 1 UNO. SHIFT STUDS AS REQUIRED TO ACCOMMODATE CONN. 0 co MIN. NO. 2 --.,--,'SPF S rUDS ci 70 10d NAILS/ AS SHOWN o_ FLOOR TRUSS NOTE: FLOOR TRUSSES WITH NO UPLIFT SHALL BE TOE -NAILED TO BEARING FOR STABILIZATION. NO OTHER UPLIFT CONNECTIONS ARE REQUIRED UNLESS NOTED OTHERWISE ON LAYOUT, TRUSS CONNECTOR LEGEND CIO Y INDICATES THE ENTIRE INDICATES A SF ECIFIC INDICATE5 ALL INCLUDED WALL TO THE CORNERS. TRUSS TO TOP PLATE/ TRUSS r0 TOP PLATE/ LINTEL CONNECriori. LINTEL CONNECTION. TRUSS LAYOUT & REACTIONS HAVE DEI',N REVIEWED IN COOPERArt, ION WIrI'II: <— -� SPACE COAST TRUSS, INC. 1410 WIIITE DCS. Ir,rI'ITUSVILLE, FLORIDA 132780 11) PHONE: (1321) 0313-7511 EST. 1969 -, FAX: (321) 01313-75,14 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSEIRVA FIVE PRESSURE COEFFICIENTS. n MU HOMES SEVILLE PALM Roost, TRUSS LAYOUT, , iNfl'V JONES RESIDENCE SCALE (UNO): CDS d SHEET: 1/4" = C-0" VOL -00008:1-07 r;- .�/ DRAWN BY scr j) WALLS: PROD. DEV. CHECKED BY MASTER NI1�T PROD. DEV. QS_197800VR_Q5 W/ MERCEDES ARCHITEC I'URAL AND ENGINEERING SERVICES 06-18-07 690.5 North Wickham Rood N[tCIIAEL P. tMELZER P.E. Suite #307 Melbourne, FL 32940 LICENSE # PE 41101 FOR STRIJCTIJRAL CERTIFICAfION ONLY Phone: (321) 259-6972 n TRI. SS REACTION SUMMARYTRUSS [BOC SVP -02048 000161 CREATION DATE:06/18/2007 07:26:54cm RIJSS REACTIONS ARE IN LBS REAC"T"ION SUMMARY [BOC: SVP -02048.00016] CREATION DATE:06/18/2007 07:27:25arn TRUSS REACTIONS ARE IN LBS TRUSS REACTION SUMMARY [BOC: SVP -02048.00016] CREATION DATE:06/18/2007 07:27:26am TRUSS REACTIONS ARE IN LBS TRUSS REACTION SUMMARY [BOC: SVP -02048,00016] CREATION DATE:06/18/2007 07:27:27orn 1RUSS REACTIONS ARE IN LBS ]113 D USPAN `JE FILE DATE: 06/15/07 ROOF )SPAN E-0 04DEPTH:10-3 ROOF SSPAN 8 E1 8YDEPTH:4-0-0 �E FILE DATE: 0 /15/07 s� OF:- TRUSS �`J � E DATE: 06/15/07,SPAN:28a 0 -OT DEPTH;6-4-3 FILE DATE: 06/15/071OOF 4-0-r0 DEPTH:2-4-3 6 JOINT N0. 6 1 3-2 6 12 JOINT N0. `�-�-6 JOINT N0, GRAVITY (LBS) 2 4 6 1324 6 1 2 [1`2 JOINT N0, 2 3_ 4 GRAVITY (LBS) 1380 1132 �\ 251 123 4 1 6 -725 -843 6 SS B C FILE DATE; 06/15/07(�JUSS SPA :2' 0-r0 DEPTH:1 -4-3 c " p FILE DATE: 0ROOF TRUSS 6/ 5/07 SPAN:8 -5 41 YDEPTH:3-3-1 5 `' ®"`� _E DATE: 06/1 5/07 ROOF TRUSS 1SOPANB'8 (0 0 YDEPTH:4-4-3 �� �"' FILE DATE; 06/15/07 80 SPAN:40- 0-0 DEPTH:? -4-3 6 12 6 1 2 '3 4 6 12 r .24 1 2 � 2 4 6 12 `12 <11 2 5 1 4 2 9� JOINT N0. 2 3 4 JOINT N0. 2 4 5 _ JOINT N0, 2 9 GRAVITY (LBS) 166 53 39 GRAVITY (LBS) 382 204 308 TRUSS PLY CONNECTION FASTENERS GRAVITY (LBS) 1856 1856 UPLIFT (LBS) -230 -/6 -3/ UPLIFT (Las) -523 -294 -395 2–PLY TRUSS TO BE CONNECTED TOGETHER WITH IOD (0.131"X3") NAILS AS FOLLOWS: UPLIFT (LBS) -806 -744 ' ROOF TRUSS 'CJ68 QTY:1 TOP CHORDS CONNECTED AS FOLLOWS: ROOF TRUSS 'BJ1' QTY:2��� H 12X� ROOT- TRSSc'H12X28P' QTY;1 FILE DATE: 06/15/07 SPAN:1 -0-0 DEPTI-1:10-3 FILE DATE: 06/15/07 SPAN:9-4-6 DEPTH:3-7-15 2 x 4 - 1 ROW AT o-9-0 OC. I DATE; 06/15/07 ,PAN:40-0-0 DEPTH:7-4-3 6F1-2 BOTTOM CHORDS CONNECTED AS FOLLOWS: 6 12 2 X 6– 2 ROWS AT 0-9-0 OC. 4 4.24 12 ` WEBS CONNECTED AS FOLLOWS: 6 12 2 X 4– 1 ROW AT 0-9-0 OC. 6 12 2 6 ` 2 .-9 � JOINT N0. 2 3 4 Q5 JOINT NO, 2 GRAVITY (LBS) 151 UPLIFT (LBS) -241 3 22 -9 4 19 -19 4 6 JOINT N0. 4 6 JOINT N0. 2 JOINT N0, GRAVITY (LBS) 1 1242 6 1324 135 JOINT N0, 2 3_ 4 GRAVITY (LBS) 1380 1132 GRAVITY (LBS) 251 123 _ 75 UPLIFT (LBS) -725 -843 UPLIFT (LBS) -832 -967 UPLIFT (LBS) -3`19 -185 -72 -232 -139 -1509 UPLIFT (LBS) -331 -95 SS B C FILE DATE; 06/15/07(�JUSS SPA :2' 0-r0 DEPTH:1 -4-3 c " p FILE DATE: 0ROOF TRUSS 6/ 5/07 SPAN:8 -5 41 YDEPTH:3-3-1 5 `' ®"`� _E DATE: 06/1 5/07 ROOF TRUSS 1SOPANB'8 (0 0 YDEPTH:4-4-3 �� �"' FILE DATE; 06/15/07 80 SPAN:40- 0-0 DEPTH:? -4-3 6 12 6 1 2 '3 4 6 12 r .24 1 2 � 2 4 6 12 `12 <11 2 5 1 4 2 9� JOINT N0. 2 3 4 JOINT N0. 2 4 5 _ JOINT N0, 2 9 GRAVITY (LBS) 166 53 39 GRAVITY (LBS) 382 204 308 TRUSS PLY CONNECTION FASTENERS GRAVITY (LBS) 1856 1856 UPLIFT (LBS) -230 -/6 -3/ UPLIFT (Las) -523 -294 -395 2–PLY TRUSS TO BE CONNECTED TOGETHER WITH IOD (0.131"X3") NAILS AS FOLLOWS: UPLIFT (LBS) -806 -744 ' ROOF TRUSS 'CJ68 QTY:1 TOP CHORDS CONNECTED AS FOLLOWS: ROOF TRUSS 'BJ1' QTY:2��� H 12X� ROOT- TRSSc'H12X28P' QTY;1 FILE DATE: 06/15/07 SPAN:1 -0-0 DEPTI-1:10-3 FILE DATE: 06/15/07 SPAN:9-4-6 DEPTH:3-7-15 2 x 4 - 1 ROW AT o-9-0 OC. I DATE; 06/15/07 ,PAN:40-0-0 DEPTH:7-4-3 6F1-2 BOTTOM CHORDS CONNECTED AS FOLLOWS: 6 12 2 X 6– 2 ROWS AT 0-9-0 OC. 4 4.24 12 ` WEBS CONNECTED AS FOLLOWS: 6 12 2 X 4– 1 ROW AT 0-9-0 OC. 6 12 2 6 ` 2 .-9 � DF SS ll_Q 2 ROOF 615 DATE: 06/5/071) SPAN 2 SS , 04 0 DEPTH:1 -4-3 ci 8' ROOF FILE DATE: 06/1/07 SPAN 1 18' 3� 0 DEPTH:4-3-1 5 G6 8�ILE DATE: 0 /15/07 ROOF SSPAN 28 PO 40YDEPTH:3-4-3 H 141 FILE DATE: 06/15/070 SPAN:40- 040 DEPTH:7-4-3 6 1 2 3 6 1 2 \ �� 6 [1-2 4.2412 \ 612 \��612 24 _ r 2 2 6 2 — 8 JOINT NO. 2 3 4 JOINT NO. 2 4 6 JOINT NO. 2 10 JOINT NO. 2 8 GRAVITY (LBS) 167 52 38 GRAVITY (LBS) 527 363 561 GRAVITY (LBS) 2393 2393 GRAVITY (LBS) 1856 "1856 UPLIFT (LBS) -185 -74 UPLIFT (LBS) -373 -544 -386 UPLIFT (LBS) -2608 -2608 UPLIFT (LBS) -744 -744 1'`-' `J � FILE DATE: 06/15/07 0�USS SPANB33 0 40Y DEPTH:1 -1 0-3 CJE FILE DATE: 06/15/07ROOF 1JSPANSS C4E 2 -3 { DEPTH:1 -9-1 5 G 8 1 ®448 DATE: : 06/ 15/07 OF TRUSS BSPANB 40 (0 0 DEPTH:7-4-3 �" 1L� 8 FILE DATE: 06/ROOF 1 5/0TRUSS SPAN:408 040r DEPTH:8-4-3 612 4.24 1 612 2 3 6 12 3 \6 12 �-6 12 2 612 1. � 612 2 4 2 1 1 2 ,� JOINT N0. 2 3 4 Q5 22JAN07 INITIAL RELEASE JOINT N0. 2 4 6 PD TRUSS PLY CONNECTION FATENER� ...�i!'1 ntan c ar Fnl I nw�• N JOINT N0. 2 9 GRAVITY NLBS 1856 1856 (LBS) UPLIFT (LBS) -883 -744 GRAVITY (LBS) 135 17 19 GRAVITY (LBS) 451 259 401 BS GRAOVINT ITY (LBS) 2703 2703 UPLIFT (LBS) -208 -16 55 UPLIFT (LBS) -361 -378 -246 UPLIFT (LBS) -179 -358 UPLIFT (LBS) -232 -139 DF SS ll_Q 2 ROOF 615 DATE: 06/5/071) SPAN 2 SS , 04 0 DEPTH:1 -4-3 ci 8' ROOF FILE DATE: 06/1/07 SPAN 1 18' 3� 0 DEPTH:4-3-1 5 G6 8�ILE DATE: 0 /15/07 ROOF SSPAN 28 PO 40YDEPTH:3-4-3 H 141 FILE DATE: 06/15/070 SPAN:40- 040 DEPTH:7-4-3 6 1 2 3 6 1 2 \ �� 6 [1-2 4.2412 \ 612 \��612 24 _ r 2 2 6 2 — 8 JOINT NO. 2 3 4 JOINT NO. 2 4 6 JOINT NO. 2 10 JOINT NO. 2 8 GRAVITY (LBS) 167 52 38 GRAVITY (LBS) 527 363 561 GRAVITY (LBS) 2393 2393 GRAVITY (LBS) 1856 "1856 UPLIFT (LBS) -185 -74 UPLIFT (LBS) -373 -544 -386 UPLIFT (LBS) -2608 -2608 UPLIFT (LBS) -744 -744 1'`-' `J � FILE DATE: 06/15/07 0�USS SPANB33 0 40Y DEPTH:1 -1 0-3 CJE FILE DATE: 06/15/07ROOF 1JSPANSS C4E 2 -3 { DEPTH:1 -9-1 5 G 8 1 ®448 DATE: : 06/ 15/07 OF TRUSS BSPANB 40 (0 0 DEPTH:7-4-3 �" 1L� 8 FILE DATE: 06/ROOF 1 5/0TRUSS SPAN:408 040r DEPTH:8-4-3 612 4.24 1 612 2 3 6 12 3 \6 12 �-6 12 2 612 1. � 612 2 4 2 1 1 2 ,� 2–PLY TRUSS TO BE CONNECTED TOGETHER WITH l UD (U.l .) l AJ / """ — "' 3 iROOF TRUSS 'BJ4' Q TY:4 � ' ' � ROOF TRUSS 'r' -GF:' QTY; 1 TOP CHORDS CONNECTED AS FOLLOWS: H161 ROOF TRUSS 'H'161' QTY;1 ,���- � ��FILE DATE; 06/'15/07 SPAN40-0-0 DEPTI-I:8-4-3 FILE DATE: Ob/15/07 SPAN:4--0-0 DEPTH:2-4-3 FILE DATE: 06/15/07 SP0)-110-0-0 DEPTH;4-0-0 2 x 4 - 1 ROW AT 0-9-0 OC, 2 X 6 – 2 ROWS AT 0-9-0 OC. BOTTOM CHORDS CONNECTED AS FOLLOWS: 6 12 3 2 X 4– t ROW AT 0-9-0 OC, 6 [1-2 \` -6 V2 WEBS CONNECTED AS FOLLOWS: 2 4 2 X 4 – 1 ROW AT 0-9-0 OC, 2 X 12 – 2 ROWS AT OC' 6 4 2 JOINT N0. 2 3 4 Q5 22JAN07 INITIAL RELEASE JOINT NO. 4 6 9 PD TRUSS PLY CONNECTION FATENER� ...�i!'1 ntan c ar Fnl I nw�• 2 JOINT N0. 2 9 JOINT NO, JOINT NO. 2 3 4 JOINT N0, 2 3 4 GRAVITY (LBS) 1856 1856 _ GRAVITY( (LBS) 210 84 55 GRAVITY (LBS) 188 82 69� UPLIFT (LBS) -825 -769 UPLIFT (LBS) -232 -139 -1509 UPLIFT (LBS) -331 -95 -84 2–PLY TRUSS TO BE CONNECTED TOGETHER WITH l UD (U.l .) l AJ / """ — "' 3 iROOF TRUSS 'BJ4' Q TY:4 � ' ' � ROOF TRUSS 'r' -GF:' QTY; 1 TOP CHORDS CONNECTED AS FOLLOWS: H161 ROOF TRUSS 'H'161' QTY;1 ,���- � ��FILE DATE; 06/'15/07 SPAN40-0-0 DEPTI-I:8-4-3 FILE DATE: Ob/15/07 SPAN:4--0-0 DEPTH:2-4-3 FILE DATE: 06/15/07 SP0)-110-0-0 DEPTH;4-0-0 2 x 4 - 1 ROW AT 0-9-0 OC, 2 X 6 – 2 ROWS AT 0-9-0 OC. BOTTOM CHORDS CONNECTED AS FOLLOWS: 6 12 3 2 X 4– t ROW AT 0-9-0 OC, 6 [1-2 \` -6 V2 WEBS CONNECTED AS FOLLOWS: 2 4 2 X 4 – 1 ROW AT 0-9-0 OC, 2 X 12 – 2 ROWS AT OC' 6 4 2 ROOF TRUSS '13J5' QTY:2i ROOF TRUSS 'FGLE' QTY;1 ROOF TRUSS 'H 108' 0TY:1 ROOF TRUSS '1-1168' QTY;1 FILE DATE: 06/15/07 SPAN;5-0-0 DEPTH:2-10-3 � �� FILE DATE: 06/15/07 SPAN:7-9-8 DEPTH:4-0-0 ®� FILE DATE; 06/15/07 SPAN:40-0-0 DEPTH:6--4-3 FILE DATE: 06/15/07 SPAN40-0-0 DEPTH;9-2-11 3 6 12 6 12 6F1-2 6 12 12\`1 2 2 4 2 1 1' JOINT N0. 2 3 4 Q5 22JAN07 INITIAL RELEASE JOINT NO. 4 6 9 PD JOINT NO. 2 11 9 BY JOINT NO, 2 7 113 GRAVITY (LBS) 256 117 73 GRAVITY (LBS) 980 980 GRAVITY (LBS) 4681 2889 GRAVITY (LBS) 1856 1856 UPLIFT (LBS) -237 -178 UPLIFT (LBS) -1043 -1043 UPLIFT (LBS) -2326 -1509 UPLIFT (LBS) -769 -769 ROOF TRUSS '13J5' QTY:2i ROOF TRUSS 'FGLE' QTY;1 ROOF TRUSS 'H 108' 0TY:1 ROOF TRUSS '1-1168' QTY;1 FILE DATE: 06/15/07 SPAN;5-0-0 DEPTH:2-10-3 � �� FILE DATE: 06/15/07 SPAN:7-9-8 DEPTH:4-0-0 ®� FILE DATE; 06/15/07 SPAN:40-0-0 DEPTH:6--4-3 FILE DATE: 06/15/07 SPAN40-0-0 DEPTH;9-2-11 3 6 12 6 12 6F1-2 6 12 12\`1 2 2 4 2 1 1' BJ FILE DATE: 06/15/07TRUSS 5 PA'B 6' 0 0 DEPTH;3-4-3 H ®� IDATE: 806/15/07 OOF SSPANO O �0' 0 TDEIPTH:7-4-3 H 18 � FILE DATE; 06/ 15/07ROOF 0SS SPA N1:40-0-0 DEPTH;9-4-3 6 12 ` 3 - 6 12 6 12 6[1-2 6 12 i 2 4UI 2 2 9 JOINT NO. 2 3 4 Q5 22JAN07 INITIAL RELEASE JOINT N0, 5 7 9 PD JOINT N0. 2 10 9 BY JOINT NO. 2 11 113 GRAVITY (LBS) 299 154 93 GRAVITY (LBS) 1158 1354 GRAVITY (LBS) 1856 1856 GRAVITY (LBS) '1856 1856 UPLIFT (LBS) -256 -236 UPLIFT (LBS) -555 -1049 UPLIFT (LBS) -784 -717 UPLIFT (LBS) -776 -788 BJ FILE DATE: 06/15/07TRUSS 5 PA'B 6' 0 0 DEPTH;3-4-3 H ®� IDATE: 806/15/07 OOF SSPANO O �0' 0 TDEIPTH:7-4-3 H 18 � FILE DATE; 06/ 15/07ROOF 0SS SPA N1:40-0-0 DEPTH;9-4-3 6 12 ` 3 - 6 12 6 12 6[1-2 6 12 i 2 4UI 2 2 9 _ COPYRIGHT 2U05 .�..�.�.�. All drawings, specifications and copies thereof are in;trurnents of -service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mer redos Homes Inc. is strictly prohibited. This design is protected by federal copyright lows. - MASTER REVISIONS JOINT NO. 2 3! 4 Q5 22JAN07 INITIAL RELEASE PD JOINT NO. 2 9 PD MB JOINT NO. 2 9 BY GRAVITY (LBS) 384 149_ 113 GRAVITY (LBS) 1856 1856 GRAVITY (LBS) 1856 1856 UPLIFT (LBS) -339 -230 MICHAEL P. INIELZER P.E. LICENSE # PE 41101 UPLIFT (LBS) -883 -744 UPLIFT (LBS) -790 -790 _ COPYRIGHT 2U05 .�..�.�.�. All drawings, specifications and copies thereof are in;trurnents of -service and remain the property of Mercedes Homes Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mer redos Homes Inc. is strictly prohibited. This design is protected by federal copyright lows. - MASTER REVISIONS REV DATE DESCRIPTION BY APP. Q5 22JAN07 INITIAL RELEASE PD MB Q6 XXXX SEE REVISION SHEET PD MB START -REVISION'S REV DATE I DESCRIPTION BY APP. 0 112JUN07 I ISSUED FOR CONSTRUCTION RM ENG BUBBLE OFFIONS SVP -02048.00016 Elevation "MW" MBr SCD Porch 28'x 10' 'TRUSS DESIGN CRITU MA PROJECT ADDRESS; ROOF "TRUSS LOADING WIND LOADING: 140 MPH Exp. "C" Enclosed TOP CHORD LIVE LOAD: 20 PSF TOP CI"iORD DEAD LOAD: 7 PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 10 PSF FLOOR TRUSS LOADING (IF APPLICABLE TOP CHORD LIVE LOAD: 40 PSF TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 5 PSF TOMES.dw MET 17APR07 TRUO DESIGN/CONSTPUCTION NOTES 1. ALL PERMANENT BRACING SHALL BE PER BCSI-01 SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKG 2. BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE MET WITH RIGID CEILING DIRECTLY APPLIED 3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5 WHEN BRACING IS REQUIRED IT WILL APPEAfl AS SHOWN TRUSS LAYOUT & REACTIONS HAVE BEEN REVIEWED IN COOPERATION MTH: SPACE COAST TRUSS, INC. 1410 WHITE DR. r11TUSVILLE, FLORIDA 32780 PHONE: (321) E133-7511 EST. 1989"- FAX: (321) 633-7544 THIS STRUCTURE IS, 'TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE Tl SHEEN AS A MINIMUM. IF IS ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WIFH MORE CONSERVATIVE PRESSURE COEFFICIENTS. MJ%Qkli r H 0 M E S SEVILLE PALM TRUSS PPOIA'LLuS JONES RESIDENCE SCALE (UNO): 1/zI" = V-0" CDS K VOL -000081-07 SHEET; r rII"'L¶1II_ 11 L DRAWN BY PROD. DEV, scl 1/ Q/S WALLS. '' CHECKED BY MASTER # PROD. DEV. (15-1 J7800VR_Q5 IIIY NI IZ �� ARCHITECTURAL ENGINEER OF CORD AND 1'f?US S ENG 1xlEl;lz AND ENGINEERING / % -- SERVICES 06-16-07 6905 North Wickham Road Suite #307 Melbourne, FL 32940 Phone: (32 1) 259-6972 MICHAEL P. INIELZER P.E. LICENSE # PE 41101 FOR STRUCTURAL CERTIFICATION ONLY TRUSS REACTION SUMMARY TRUSS REACTION SUMMARY [BOC: SVP -02048.000161 CREATION DArE:06/18/2007 07:27:27am [BOC: SVP -02048.00016] CREATION DATE:06/1£3/2007 07:27:27om TRUSS REACTIONS ARE IN LBS TRUSS REACTIONS ARE IN LBS ROOF TRUSS 'H188' QTY:I�° ROOF TRUSS 'J68' Q -I -Y:3 FILE DATE: 06� 15/07 SPAN:40-0-0 DEPTH:9-8-3 FILE DATE: 06/15/07 SPAN:6-8-0 DEPTH:3-8-3 6 12 2 4 2 9 1-1 ROF 2 N1"f lE �ATE: R06 `15/07JSPAN827 0-0 TDEPTH:5-4-3 i FILE DATE: 06/15 0 USPAN 6PSS '0-0 DEPTH:3-4-3 3 6 12 �6 12 6 12 2 4 1 1 9 7� JOINT NO. 2 9 9 l "1 JOINT NO. 2 3 4 3 GRAVITY (LBS) 1856 1856 GRAVITY (LBS) 420 166 127 UPLIFT (LBS) -797 -797 UPLIFT (LBS) -363 -256 -444 1-1 ROF 2 N1"f lE �ATE: R06 `15/07JSPAN827 0-0 TDEPTH:5-4-3 i FILE DATE: 06/15 0 USPAN 6PSS '0-0 DEPTH:3-4-3 3 6 12 �6 12 6 12 2 4 1 1 9 7� H 3 s 1� 1 FILE JOINT NU 1 7 9 l "1 JOINT NO. 4 6 172 JOINT NO.2 5 3 4 634 GRAVITY (LE'S) 332 438 _ 912 926 GRAVITY (LBS) 382 152 115 UPLIFT (LBSS) -226 -444 -582 -645 UPLIFT (LBS) -474 -232 -109 H 3 s 1� 1 FILE ROOF TRUSS 'H33E' QTY:1 DATE: 06/15/07 SPAN:10-2-0 DEPTH:1 -10-3 J8 ROOF TRUSS 'J8' QTY:7 FILE DATE: 06/15/07 SPAN:8-0-0 DEPTH:4-4-0 18 6 1 2 / 6 12 JOINT NO. 4 6 172 3EROOF FILE DATE: 06/15/07 U� ANH10 -2 0 DEPT[ -1:2-10-3 FILE DATE: 06/15/07 R SPAN:40-0 T6 0DEPTH:10-4-3 612 _612 6 12 6F] 2 2 4 2 8' JOINT 1\10. 2 5 18 4 JOINT NO. 2 4 5 GRAVITY( (LBS) GRAVITY (LBS) 634 634 GRAVITY (LBS) 460 1 116 190 UPLIFT (LBS) -766 -766 UPLIFT (LBS) -352 -134 -193 3EROOF FILE DATE: 06/15/07 U� ANH10 -2 0 DEPT[ -1:2-10-3 FILE DATE: 06/15/07 R SPAN:40-0 T6 0DEPTH:10-4-3 612 _612 6 12 6F] 2 2 4 2 8' H68C ROOF TRUSS 'H68C' 0TY:1 T I `�' ROOF TRUSS 'T1T' QTY:4 -' FILE DATE: 06/15/07 SPAN:40-0-0 DEPTH:4-4-3 FILE DATE: 06/15/07 SPAN:40-0-0 DEPTH:10-4-3 10.63 1 2 _ 6 1 2 6 F1 2 6F1-2 2 18 13_ 2 8 JOIN -r NO. 24 13 18 4 JOINT NO. 2 8 8 GRAVITY( (LBS) 526 526 GRAVITY (LBS) 1856 1856 UPLIFT (LBS) -281 -281 UPLIFT (LBS) -809 -809 H68C ROOF TRUSS 'H68C' 0TY:1 T I `�' ROOF TRUSS 'T1T' QTY:4 -' FILE DATE: 06/15/07 SPAN:40-0-0 DEPTH:4-4-3 FILE DATE: 06/15/07 SPAN:40-0-0 DEPTH:10-4-3 10.63 1 2 _ 6 1 2 6 F1 2 6F1-2 2 18 13_ 2 8 H 8 2 8 P ROOF TRUSS 'FI828P' QTY:1 T2 8 P ROOF TRUSS 'T28P' QTY:2 FILE DATE: 06/15/07 SPAN:28-0-0 DEPTI-1:4-4-3 FILE DATE: 06/15/07 SPAN:28-0-0 DEPTH:7-4-3 // `; 6 1 2 6 1 2 � G 6 1 2 �� 6 D-2 1 5 JOINT NO. 2 13 18 4 JOINT NO. JOINT NO. 2 8 GRAVITY (LBS) GRAVITY (LBS) 1727 1351 6347 GRAVITY (LBS) 1876 1872 UPLIFT (LBS) -1359 -1343 -4089 UPLIFT (LBS) -797 -800 H 8 2 8 P ROOF TRUSS 'FI828P' QTY:1 T2 8 P ROOF TRUSS 'T28P' QTY:2 FILE DATE: 06/15/07 SPAN:28-0-0 DEPTI-1:4-4-3 FILE DATE: 06/15/07 SPAN:28-0-0 DEPTH:7-4-3 // `; 6 1 2 6 1 2 � G 6 1 2 �� 6 D-2 1 5 1-18 8 C ROOF TRUSS 'H88C' QTY:1 T3E ROOF TRUSS 'T3E' QTY:1 FILE DATE: 06/15/07 SPAN:40-0-0 DEPTH:6-10-11 FILE DATE: 06/15/07 SPAN:10-2-0 DEPTH:2-10-11 6 12 6 12 �fJ 6 12 6 12 t 1 2 2 © 4 2 11 JOINT NO, 2 8 2 4 JOINT NO. 1 1 5 526 GRAVITY (LBS) 1,318 1318 GRAVITY (LBS) 1242 _1324 UPLIFT (LBS) -1578 -1578 UPLIFT (LBS) -855 -991 1-18 8 C ROOF TRUSS 'H88C' QTY:1 T3E ROOF TRUSS 'T3E' QTY:1 FILE DATE: 06/15/07 SPAN:40-0-0 DEPTH:6-10-11 FILE DATE: 06/15/07 SPAN:10-2-0 DEPTH:2-10-11 6 12 6 12 �fJ 6 12 6 12 t 1 2 2 © 4 2 11 s ' RDOF TRUSS 'J3E' QTY:3 FILE DATE: 06/15/07 SPAN:3-0-0 DEPTH:1 -1 0-3 6 12 3 2 COPYRIGHT JOINT NO. 211 GRAVITY (LBS) 1863 1859 UPLIFT (LBS) -755 -684 1 2 JOINT NO. 2 4 Q6 GRAVITY (1-13S) 526 526 UPLIFT (LBS) -281 -281 s ' RDOF TRUSS 'J3E' QTY:3 FILE DATE: 06/15/07 SPAN:3-0-0 DEPTH:1 -1 0-3 6 12 3 2 COPYRIGHT JOINT NO. 1 2 L 34 PD MB_ Q6 GRAVITY (1-13S) 223 7`1 9 55 UPLIFT (LBS) [-301 1 -1-18 1 -,513— 53 COPYRIGHT 2005 _ All drawings, Specifications and copies thereof are instruments of service and rernain the property of Mercedes Horner Inc. The reproduction or unauthorized use of these documents or any other project without written permission from Mercedes Homes Inc. is strictly prohibited. This design is protected by federal copyright laws, MASTER REVISIONS REV DATE DESCRIPTION BY APP. Q5 22JAN07 INITIAL RELEASE— ELEASE PD MB_ Q6 ,<X XXXX SEE REVISION SHEET PD MB STAR)rI' REVISIONS REV DATE DESCRIPTION BY APP. 0 112JUN071 ISSUED FOR CONSTRUCTION RM ENG BUBBLE OPTIONS SVP -02048.00016 Elevation "MW" MBr SOD Porch 28'x 10' TRUSS DESIGN CRITERIA PROJECT ADDRESS: ROOF TRUSS LOADING WIND LOADING: 140 MPH Exp. "C" Enclosed H 0 M E TOP CHORD LIVE LOAD: 20 PSF TOP CHORD DEAD LOAD: 7PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 10 PSF FLOOR TRUSS LOADING (IF APPLICABLE) TOP CHORD LIVE LOAD: 40 PSF TOP CHORD DEAD LOAD: 10 PSF BOTTOM CHORD LIVE LOAD: 0 PSF BOTTOM CHORD DEAD LOAD: 5 PSF T4NOTES.dwg ME7 17APR07 TRUSS DESIGN/CONSTRUC`1'ION NOTES 1, ALL PERMANENT BRACING SHALL BE PER BCSI—B I SUMMARY SHEET PROVIDED W/TRUSS DELIVERY PKG 2, BOTTOM CHORD LATERAL BRACING REQUIREMENTS ARE MET WITH RIGID CEILING DIRECTLY APPLIED 3. TRUSS DESIGN SOFTWARE IS MITEK VERSION 6.5 WHEN BRACING IS REQUIRED IT WILL APPEAR AS SHOWN TRUSS LAYOUT & REACTIONS IIAVE BEEN REVIEWED IN COOPERATWN YVIrhII: /) SPACE COAST TRUSS, INC. 1410 WHITE DR. TITUSVILLE, FLORIDA 32780 PHONE: (32t) 633-7511 EST, 1969 ° FAY: (32t) 633-7544 THIS STRUCTURE IS TO BE DESIGNED AT THE WIND SPEED AND PRESSURES SHOWN ON THE T1 SHEET AS A MINIMUM. IT 15 ACCEPTABLE TO THE ENGINEER OF RECORD TO HAVE THE ROOF SYSTEM AND CONNECTORS DESIGNED AT A HIGHER WIND SPEED AND/OR WITH MORE CONSERVATIVE PRESSURE COEFFICIENTS. H 0 M E S L VI L.11-] PALM rl,ItiUSS PROFILES JUNKS RESIDENC.11 SCALE (ONO); CDS H SHEET: 1/4" = 1'-0" VOI,-000081—O 7 �1 ���13(,r 1 L DRAWN BY S# NALL,: PROD. DEV. CHECKED BY MASTER # PROD. DEV. QS_19780,1WIZ 5 MERCEDES ENGINEER OF RECORD AND ARCHITECTURAL '1'RUSS SYSI'ENIS ENGINEER AND ENGINSERI " 11110 SERVICES 06-16-07 6905 North Wickharn Road MICHAEL 1'. VIEL7ER P.E. Suite #307 LICENSE // PE 41101 Melbour1,e, FL 32940 FOR STRUCTURAL CERTIFICATION ONLY Phone: (321) 259-6972