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HomeMy WebLinkAboutPLANSReVISIONS I SY 0 v z LU� rn 0 sr m Qz<jmo c�Fina OZ�;,, o ownvu. CnZy=JU J�rn� �Zu0 ZU 0.� W N 0 N t" Vd A"'T pq�W_��gg d� • prvp9 4w"d" ° a"°" Ln 1, v iI u; rl3 p A q� 1 ; C Cu U Date Nrlk J011)C Scale 1/4it' /! 0" r Drawn . 11, j Job.; Sheet Lj Of " Sheets t4 N 08 PRINTED ON NO. 1000H CLEARPRINTO fir ncK pf'rK at Ewa$,, H+OJ,AL FrWY4 POL4 Si14 fi k K(1064r9 4 shpoe. - xy F4N'S 110 �l�1` S ca ysa, L AY y� to -a"( w' �, .''V f` '1 ►�f�i"�k. B;�EFk� aouia K ...._ FikB,yS.N z'oft l ar, kI;, - 1 14 601 . v, L L . A 49 aF I f 1 _ o=t'72! ' ......,.........m..12 ...,W.�""r 6. r III) to a co 19 12"aW. toGUMhi BtocK LON'I' rM'f ip 7a Sik.(. F.VE6-4� fir. r e r or, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. '71111 COPY I o U Z �-t to x N . UJ uj QZXJC3 Z5Fm� �, z 0 ®VIi to z V) -j QF''F. J J �ZUacn O Q V 0.p >- a W w 0 N z �-1 'Ell 0;. m i E �I qW � c,ij I ; s �7��� CLW �y" s . WWA, Date Scale I - Drawn Job 'e r ra Sheet Of Sheets 14 PRINTED ON NO. 100011 CLEANPRI m Notes: Construction shall be in accordance with the latest adopted "Florida Building Codes" and all other applicable local, state & federal codes for approvals residential building codes. The Contractor - Owner / Builder shall be responsible to verify all dimensions job site conditions & details of these plans & specifications. Any discrepancies shall be brought to the attention of the Engineer before proceeding with construction. Scaling of these drawings shall not be used to verify or obtain dimensions shown on these plans. Windows, doors, garage door & hurricane shutter specifications to be supplied by Contractor - Owner / Builder. (Product Approval ) 1 Ip�ae i.o.• k,is�stw__W. GR1�c N6 TE-5 = ALL UV121N6 70 LSE' COPPEIL 44 -51ZED A5 SHOYYN RLL D49L 2ELEPTS I6';R,06VE f-71V1SHED JZ002 ELEG 7-)21aIAN 7-D LEVEL 4 PLI>N1B ALL HAND1- oDXE5. ..SET DF" F AND/= BDXES �2 SWI722.4F5 4-5" ABOVE F/NISHED )CWLZ. ELEET/ZIC SERVILE IZI5E2 er .1Af91M S'W/TCN 7Z),OE LDLHTED . # IN-5TRLLED INLCDNF',02- Alf lWL WI77/ LDL'AL MDE5. HEAS11TZ'-G' ALL. k-12-GHEN 0,gTf12DD1W-5 LRVIVD2Y 2D4/VI .61q2ACG€ 4 YVRTEiePI2L)DF. I2ECEPT_5 4 -�5WITC14F6 .72) BEA.F7ZZ.'7YPE. S1-lDw612 HFtIDS SIZED TD -54,P.M MAX FZDN f'C2 4`Z:4 &VE26Y•C0DES. SMDZE DETECTD25 72) SE LOCATED 6 /IVSTRLGED INL►171Vr40ZM13NGE OITHALL .STATE LDCAL CaDES- Ale i HEATING 71-IE2MD5TA7-L'DNTIZOL5 7Z1.BE INSTALLED IN CDNFD2M gNLE WITH LACAL CDDE5. F+12061ZAW4B4E 77-1E21Y105TAT AIC 4 HE19TM6 DLI 7W0I21G. Di5516NED:4 /1Y.57MLED 11vaDAIFD2IIAANEE WYTN .AE'L'EPTEp EfY6INCallv6 PIZRGT/CES LCJCAL L'DDES. —f eT-"ce0 FI""l f'L. IJ 1 001F 71LE� t.. \\ I P—OQT R.FV1k*T'IVK1 C-C-ALE Y4"'. !'-0" !E \� i` THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. OSoi - 82,5 R. ST. LUCIE COUNTY BUILDING DIVISION REVIEWED PonWJO REVIEWEDDATE P NMUST BE NO INSPECTION WILL BE MADE THIS STRUCTURE HAS BEEN DESIGNED AND REVIEWED FOR COMPLIANCE OF FBC 1606.1.4 FOR ONE OF THE FOLLOWING: INTERNAL WIND PRESSURE (Int.) WINDBORNE DEBRIS PROTECTION IMPACT RESISTANCE GLAZING (IM ) �sl l'a.. nLi + d Ak 20- (o347 TOP PLAT'F Jr4o Ft ooe _. --�'r ...�'kB.SJ.F'.n,..J..s.}aa,1w�"�,..._.. R,•I�/i ng d°��i�:.'FI,.,: O " r-,NIGY$ PI-Cok. 4 17� FLORIDA BUILDING CODE 2001 DESIGN CRITERIA: BASIC WIND SPEED IMPORTANCE USE FACTOR BUILDING CATEGORY BUILDING DESIGN WIND EXPOSURE INTERNAL PRESSURE COEFFICIENT DESIGN PRESSURES: ROOF UPLIFT WINDOWS.- IKrr--R102 ZOfJE WIN00WS - C—DL,T-- 2.C)"C-- GA,RAGG: DDOR-DOMUE 140 MPH 1.0 ENCLOSED B t0.18 -33 PSF THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT +35,3/-38.2 PSF rlAVY BE NECESSARY IN ORDER TO COIAPC( W'IIH ALL APPLICABLE CODES. -1.35,3/ Q•7,2PSF t2917 /� 33..i _ psF FILE COPY �r 1 �Co Co a> I WWM .¢aa ¢ z rr 0 COX' �. Wowo in z a w U �Jt�n� � 0 <� D W 0 Ay N N A z H EA ma�yy, hl CH vi H W U NW IL , ® C4 H Date Scale �^ Drawn Jab r . Sheet I ` a tR PRINTrM ON Nt1. 1rAW CLEARPRINT0 Of Sheets r, El- Fv. ndl�LkT.Fl m A I' f, vt' ?, trl wl je C, 4, F L F-V 2j-0'l r-ok 9, E L L 10 TPESE PLANS AND ALL PROPOSED WORK ApE SUBJECT TO ANY CORRECTIONS PEOUIRED BY FIELD INSPECTORS THAT t,V BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODE'' 'FILE COPY APR 2005 (3 8 Z 1w It q. w z 9RO 0 -J M owoui-i z Zj W 5;-' w - V) §4 & v q OP. 4, X4 Nib i 0 as Date Scale Drawn 4, Cz, Job Sheet 2- Of 11 Sheets PRINM ON NO. IOMH CLEMPRWT* m Kr- cr,"V900AA FL.o0A. F- m my C>v, I � pM } g ww FV,� FKvAhr po'X04 s� 1 v,TCO w IWOO t.l t--u. v A n �.Tuef.r, .� P I N t C hi �'e&viT E 4 rl \ LF Y4fl = ItoCyi" T t P MF 11 THESE PLANS AND ALL PROPOSED WOf APE SUBJECT TO ANY CORRECTIONS "SQUIRED BY FIELD INSPECTORS THAT AY BE NECESSARY IN ORDER TO UMPLY WITH ALL APPLICABLE CODES, FILE COPY .t V c� H Z r D`to W W M in z F- z}� 0 a uJ .(A �^ H N ,4 u z � M O CO I— I � CJ rY m rI (6 (U Z f` ' O r Date Scale k Drawn{ Job a° . " w T6 PRINTED ON NM IWIM CIEARPRINrs APR -6 T h5 Sheet "'1 Of 1 I Sheets REVISIONS BY v 0 Z F00 W IJJ W J 't ' M QZK>o r(j�mix u zZ -. 0 QW5vu. yZNJCW—.?—.? J J (!) J I._ zoo Zv Y °-a �0 W n 1-4 O N m g�w,� a�.�„f /dl A W kv W 6V Vi 1-'7 Y"�t pp m �,,� m 6+0 � h. r i/i Lm A �WWm E- w 9 ''' .5 , yy ) 9V 9�} ,e. uj 1'' LL Z Y U HI CN z M © o m M _ w � i U V U Date Scale Drawn Jab Sheet Li Of Sheets NAA P��TIW VI���V��W�m m , 14 r y1 i ,, 11 , a, r l I� tr 1 tt I _ r r tQE a�r3><_bc✓ Z,w>e'. �+' FLact Q BA1" 9 \N \ 4E f IafG 2� "PVC, ol � v V 1 .. �}., .o� a i i lC pn��,G7Nt 4U1 . FMai � J"Y O m 45a ,�L.aty I� r, w _ 4tOJ'AL FiW60 _ .„,.,... 12CF ykOGN: t,trJ�, •ri>�,ws,rs. F'L AT aQ�� f�Itr `C' I nsTIG I I rt.AT I 11 FL ooQ� 4oA,14 taF°V' ax ran PY ,, \ (Vfa \ � a ri Lill vA1ALN Va C.ajL,lnr 4iI ,a 3a x �+ .rr N> ,t Jlsr RAr Tn au TsaDs. xln wntb ? ti r o T O M ! FFF I I N C N I ! Tvr.;u3k w/,> #5II BSA LOM',+,n1J #J" r TIF r rr:VE M THESE PLANS AND ALL PROPOSED WC: ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY`` IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, FILE COPY St. Lucie County Health Dept Environmental Health Section Site Plan Approved for Construction Superc rev Site OSDS# g Reviewer:, APR - or 2005 C z �� W= LLJ w m F'z>o 0zvw0 0zV �Zc�CM) ZV 0. 0. � ul fn 0 0 N a 44 LO m m DateV Scale Drawn Job Nmd , Sheet 5 Of Sheets 4 x 36 PRINTED ON NO.1000N CLEARPRIWO #4TITIMIM / § � W W_j ®z±\± © e=aE vz§jo onLj o—» 0 $z �§3r= ®$2// §°// ° §} w CO » § � 4 � y : » 4 ? \ > + ■ � << Date MAK .7, Scale |Dra© «$G.| ®° 3.E. Sheet \ Of ƒ\ Sheets GCW�CNr•TIG� dn1 aI0 l� i4dT p�aQoN garb.°aRY•IIJA ovol? cnx c�vwdda Nn14oa To O o ow To N66Bi 19" 0,4, NAiGf�D �,1(o�y,Viinl6St^lbN1� N' t3 G ON teDy6. NNn �I�Gt7 'j" ►� LNG i7 Rt 614G A}.: OVER, .;Q4X wl F'c FA401A OV99t >II L ,M• 'Il h i) �i ME po>vaGA9 r xNSut. u M 3N x5c.. 9c►t6K. uNaew W NNr — bnu eGf '1'x40 Top Gr-04- 16 I t3, Flogo-GA c r xNSut.. pGout, Hmki" NKr —cnuel-S-'V4 rdp PLoL y�6" s'rwosl Ib" o,G� (I !L v A T Yv.n Ipw �7i A4f< 'fNR�aa Roo • gota Four H6v• oN 5 'GIoK PLK000 NAIt-90 G, . .Sd rsAl-V,Rrt pot r-Ifto TItkNl� 20 940 sua, �'�/}tuM9at�.o�B2 try :e Pr ovo12 o • � fal�.GlA'r oa+. FiN,TN A �_ }/2 DKYr1a�G avE� wtt••ova�,,. FuRa1NG OJT MASONgY TO,N11 .. 0 I I �rla�az vptr.) to 6i' 4:j- StuGtd' . I I ���t 9oWE�Ltf (,F4dO� hN0 fakNml9fleN Pi�+ . �lNtSi{< f� t-Acwr(aysj ' I Wnap aes� THESE PLANS AND ALL PROPOSED WOf: ARE SUBJECT TO ANY CORRECTIONS BY I8. ►W sit RS Fckd 7 f? , UIRED BE.N.ECESSAD INSPECTINORDER TO AT 0.JtJPLY WITH ALL APPLICABLE CODS.,,. FILE COPY Date AMA, Scaie'' `k omo Drawn rQ E) ' Job ', Shoot Of 1 Sheets �+�c;:�,oe,aaMt�rte T.O. UPPER BEAM I #ioEACH COURs1 I S TRANSITION B F- C�rr AR EA COURSE.. - - - - - 2 rr x rr 1 W J X J W/ STD. HOOK f — n ��>> ,�.,,III,. ,�I ri f Cp Re` heads O � 24 0,C, EACH END I i or e I BEAM 13LOCK 4 l T.U. LOUDER BEITS III I 0)1 EACH COURSE 1t1j C B W Q o o w-____-__� 1 R I D Ooif B U l_ -{ BEAM BLOCK o I II I Oif i I f 4 I S VERT. BARS IN FILLED CELL I 11 (1) 2X4 TOP PLI 811MI/v OVERLAP &MII5110E 4F19U OPENING f".F3f.Y1/D L3F�lNI L3COLlG PtZIF - CHSr (_INwt- , - L-F'AIZA4 4 P01,114 11uN47.) S/LL:6 WITH 259D0I%i CONCILE 1E• IZE/NP, WITH I, l#S'aw CtJN i/NL/OLtS �7GLE0 aLW-Z OkZl- .WI m -00 P41 IMS0157E 1WAt,r,W1FH /-#-TI 1D GIDN77NU0[.l.5 W f hIttOw PE7X"/� sc-A L c Val, a CEILING (pSUM CEILING WOOD STUDS @1-= / 1 /2" GYPSUM P.T. PLATE LTE TYPICAL NON -BEAR. INTERIOR PARTITION N 'S BE,4M BLOCK 3/4" 6 X 8. X 16 BEAM 5LOCK MASONRY UNIT 8 X a X 16 BEAM BLOCK MASONRY UNIT LINTEL ( all MIN. 5R3, ) WITH 1 «T BAR CONT. ALL LINTELS TO BE CAST-CRETE TYPE OF* - 115AT ALL CELLS CONCRETE FILLED Pre--Ga5irb L Inb -:.I 12e-f,a ll 3/411 ROOF SHEATHING GABLE TRUSS I (BEHIND) —� 1/2" CDX PLYWOOD 1 LAYER 15# FELT GALV METAL LATH TREATMENT OF TYPICAL GABLE ENDS Nib 2--IX4 Tor 41MrS6N SF4 at �veRy GT uU Y., N 3Ny�TA G3$n,c. arpwOV4,N(', 'C Coµcl'e�r>E'i�11 a,x v"& IT EV ER.y ST F.T. IrU y;' ANGwa ATV -CEMENT FINISH rIuzr.O #5 REBAR IN VERTICAL GROUT FILLED CELL. ROUGH OPENING BELOW _ LAP SPLIC ) I I I-1 i r' A • MITER LINTELS BY FIELD CUTTING #S CORNER DOWELS INSIDE AND OUTSIDE OF VERTICAL #5 BAR AS o SHOWN W CO 01 z z LY I CAST —GISTS HIGH STRENGTH OL PRECAST LINTELS w/ #5 FIELD REBAR AT BOTTOM, 4 FILLED WITH GROUT I�ol`1T t'o1'z.�t1 tNTE-L. 1`t1TC'� c.dac�I•!F �'.:. N,T'S 1 FILLED CELL MASONRY COLUMN W/ 1 #5 VERT, IN _ EA, CELL, LAPPED 9 FOOTING AND EXTENDED INTO TIE BEAM, FILL W/ 3000 PSI CONCRETE. (REFER YO FLOOR PLAN FOR SPECIFIC LOCATIONS) SINLE FILLED CELL CONCRETE_ COLUMN o�-- 1/4'0 X 3 1/4' I-.T:xi SHOT TO GONG. IAPCO14— w/ : HILTI I INS a r04 O/C _ (1) LAYER APA 40/20 METAL FRAME- 1413211 EXF'OSUPE I I X DUCK - MYWOOD EA. SIDE TIE 115W OR k30NMEAM Cm U. 4x4 BpGKINCs WALL NAILS' TO PLYWO D w/ O)Pd NAILS EA. M) L"malneared wood attic trusses Point or chair. penevotion must have roam ep^ay Insulation, FILLED CELL MASONRY COLUMN W/ 1 #5 VERT. IN EA. CELL. LAPPED 0 FOOTING AND EXTENDED INTO TIE BEAM, FILL. W/ 3000 PSI CONCRETE, (REFER TO - FLOOR PLAN FOR SPECIFIC LOCATIONS) / DOUBLE FILLED CELL CQNCRETF COLUMN o UN`ItTE f * 1 . UNTEL �--�� 1 X 8UCK r METAL FRAME 1/4`0 X 3 1/4" ,y_— GLASS TAMON BLOCK wALL PLAN VIEW CROSS SECTION IAMB DETAIL HEAR DETAIL N.T.S. `N.T.S. I U{C Il1 "pV K rW ➢I INYTI14.tIPW 4 r ""' 4' P.T, WINDOW DUCK NAILING IS APPROVED TO BE 4d CAE, TENED SENCO. COIL NAILS 12' O.C: TOP AND SIDES. BOTTOM OF, IDOW TO BE MUDDED WITH SILL, WINDOWS WILL BE SCREWED WITH TAPCONS THRU BUCK AND INTO BLOCK, CAULKED AND ,0 SECURED BY DRYWALL AND STUCCO AROUND WINDOW FRAME. NOTE:TC'STOBE INSTALLED Di UBUCJ.CINTO MASONRY W/ MIN, 1 1/4" EMEsDbMNT PER PIA PERI''BC 1707.4.4.2 $UCJCS tIUST COVER ENTIRE DEPTH OP IAMBS. Aopd hooks nailed to top Chord of truss wlLh I1`6 rwlla, Tumbuckios (to level) anti 'a "hooks on all Four courners, Lards units may require six Point suspension, 2!O chain hookeel over rops hook. MASONRY 5.1 HOLLOW LOAD -BEARING MASONRY -UNITS MUST CONFORM TO ASTM C90 5.2 AGGREGATES USED MUST CONFORM TO ASTM C331. 5.3 BOND BEAM AND FILLED CELL COLUMN REINFORCING BARS: ASTM A615-GRADE 60. 5.4 MORTAR : ASTM C270,TYPE "S". 5.5 PRECAST LINTELS SHALL BE "HIGH STRtNGTH" PRECAST OR PRESTRESSED BY CASTCRETE (OR EQUAL) AND SHALL BE CONCRETE FILLED WITH A CONTINUOUS NUMBER 5 REBAR UNLESS OTHERWISE, SPECIFIED. 5.6 VERTICAL CELLS TO BE GROUTED, SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED CONTINUOUS CELL, 5.7 CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF GROUTED CELLS AT EACH LIFT. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND BEFORE GROUTING. 5.8 MASONRY WALLS SHALL CURE AT LEAST 24 HOURS BEFORE GROUTING. ' WOOD FRAMING: A. WOOD FRAMING MEMBERS OTHER THAN TRUSSES SHALL BE #2 SOUTHERN PINE WITH A FIBER BENDING STRESS OF 120D PSI. B. SIZES SHOWN ARE NOMINAL. C. MEMBERS SHALL BE FREE OF CRACKS AND KNOTS. D. MOISTURE CONTENT SHALL BE 197a OR LESS, E. ALI WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. REINFORCING STEEL A. REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI 318-99. B. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A 615-94 (S1) GRADE 60. C., ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185-94. D. REINFORCING SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCES- SORIES DURING PLACING OF CONCRETE. E. ALL TOP REINFORCING SHALL TERMINATE WITH STANDARD HOOKS AT DISCON- TINUOUS EDGES OR ENDS. F. ALL BOTTOM BARS SHALL BEAR 6" MINIMUM OVER SUPPORTS, U.O.N. G. ALL REINFORCING BARS MARKED CONTINUOUS SHALL SE .LAPPED 30 DIA. AT SPLICES AND CORNERS UNLESS OTHERWISE NOTED. LAP CONTINUOUS TOP BARS AT CENTER BETWEEN SUPPORTS AS REQUIRED,- TERMINATE CONTINUOUS BARS AT NON -CONTINUOUS ENDS WITH STANDARD HOOKS, U,O.N. H. MINIMUM CONCRETE COVER FOR REINFORCEMENT: MEMBER COVE@ FOOTINGS 3" (BOTT. & SIDES) BEAMS 1 1/2" (BOTT. & SIDES) SLABS, �tGAiNST VISQUEEN/ 1" SEALED'CONCRETE SURFACES V-7-T`•/,E P4' (� E(�' A STAIR DETAIL A6 5 C A LHYN.T.S. - o-rrtL. VEIB-TIC1"it. 1� 'Itrsd#T e�F B.AMA9406 A'riILynJ o To daE ttr,L.0 �e NE16N7' 6F Ef,7...s dF rt26At7) JAE11,41T To Ptr='361l 1i(4Lu1SSl r" r MCt',r OE. Ll,We TNAA/ �,rML.l,eTL:4 gjPLANS AND ALL PROPOSED WORT( TWO t�, t � Cw' . a PLIt e, a ns � uF" BJECT TO ANY CORRECTIONS A tU s.T` G _ o' fpTc°�� "' ��#"s �'� ' .QLJIRED BY FIELD INSPECTORS THAT '7,oY +,0Y f- l6' ;lj/, 00) ^Y RE NECESSARY IN ORDER TO 121�F F Lo rxA, i "i.wYs t � mw SwrA g "'-Y WITH ALL APPLICABLE CODES, LGA1iiIG"&nrwrw" it l RYat7Cd Irsr. r'St4lA) FILE COPY 0 Z ~t 00 fA oyC 0) LLJuJ M aFina O Ow5WI V7zN� dh'F� �. ZO0cn n ?r IL LU N N' A' to • 1 Date Scala Drawn Job / Tr4r ttto (SE.R2.1NV �rLh�nE 1.)M'll-L Mc, �.S,OGtL WflLI.. _.....—z:t.�11 I-0TI APR 3- 0 =20 5 Sheet Of 1 Sheets .._.... ..�...ICi1s._„ .—.�._..�..... .._..'......... '.�nw'..,. w.w...n.W.,.w.nen.w.w+n+xrww,..rw..�..w.r..a.w.�_. __-_ ii/rt9Nf 3Jala4�Jj ;3M1laj•iS �"7M�OLS \ r Gfi j o p,®,, 1, I ! I J I CIF } �TikREE ` Ctt W�CiA(pEu1 1 ( { I 2 k \ t M-069 _ vk _. ksS., w1a�ACV400 4AIJ. ini7lLt^raP�"� VP Flou6`i� � 4 wN MAIN ELECTRICAL RISER METER DISC, DISCONNECT SWITCHES AS REQUIRED FOR, COMPRESSOR POOL, IRRIGATION, ETC, SERVICE 300 FROM O AMP TO *4aL. GROUND PANE HOUSE _ PER SERVICE ELECTRICAL CONTRACTOR TO VERIFY ALL PANEL REQUIREMENTS NEC PROVIDE SERVICE NEEDED FOR ALL CODES 10N C> TT) 'F001"(1(G 5AkR— �STk3 iW r, F,AT� ISTk3 LIGHTS 1 — LAI �4L - AI(" T 4C /7 Y ?Dot \ f _ _ — ` I , ueA I � / .— /` � i � °aka"' c�uar't�: � I •� mm �z° V I sb ( ,hk { wP . W �nrrlrsr� � wrnoF JRU9L*-K latr rand 7•" L)LAPLEM aw 1 wr ,S GLJ i Tr_& -I E,t� .pL( tI'�t.. �'�• C?,LI�C'1G.�.T' ' 5 ITC'nhi S /NCnL 1�^c?4� c7 Poor ��ML w� L 1 r,d#T" Fnocr 1 f—. 'L��1' v+1PCiaz P''9 OF L�c.,u1 1N`osfruta 22-0 Vc)LT pLj-r-jp.T- F f>wikLI .r rAM W L 16)4 T/pRN FIX 7 6rieE (T,91*- . (%Iga"NFjECr Qsa smowe [� FLootz k 0a, �_�?. FLrvn L.IGlt1" 7Ln7y� _j Ftou', (•1(sHT ALL tz�cc_F$•rd�,cL.>~�� IN E3�CJt'�..CIOr�� tt14Wr {�2C". F ta,ULrr IIaT"'1~I« Tz� UF<TL()Q QFLticO ".i,1L�1S 9�j.'L>-1-E": v Y£I..E �t•1t*�tel J*' 1111 f.Z,�n,t fa Gff'r, ,� yI I'"'�1If Wi i'. I�J� 4.A1GAIvfi^�drkt« I.AIvI"1("tr,:'Llrl, to TV I\JI f2,.YN6 R C»GW • t^� � N t fir: l";, Gt hnt,,;`+, r Jvf wwti�iPNA \Il RT.n•w �Ri7f F.1, OL iYixa pkr yro o FAq LECTRIC SMOKE 7 WITH BATTERY tit — o N ALL SLEEPING STAIR LANDINGS 7DETECTOR r�I)- AT THE ACTIVATION R WILL ACTIVATE ALL. ��l." Win""_`":_ _--• i._. fre..Ct�l�, >vas THESE PLANS AND ALL PROPOSED WORK ' ARE SUBJECT TO ANY CORRECTIONS Pdri� REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FILE COPY ELECTRICAL LOAD CALCULATION SQ FT. @ 3 WATTS/SQ. FT. a.I. �t 0. WATTS APPLIANCE CIRCUITS 4,500.0 WATTS RANGE ,12,000.0 WATTS WATER HEATER 4,500.0 WATTS REFRIGERATOR 1,200.0 WATTS DRYER 5,000.0 WATTS WASHER 1,200.0 WATTS DISHWASHER 1,500.0 WADS SUBTOTAL 40, q6o WAT.LLS FIRST 10,000 @ 100% 10,600 WATTS REMAINDER @ 40% I Z,30. WATTS HEAT @ 100% L0A0W. 'WATTS TOTAL +, 560 WATTS. 4V2 &O / 240 = I77 AMPS USE 3X, AMP PANEL Mr n UP FYA <t � o z ~m N N a. W W J ' M C?�>o c7FmY c�Z�wo �W�VI.L (nzL Z) �ZU�r~il O Z U a. W � 3 N N x �t to I.. ,1 14 I 6 Date P19r, F �4^,j e Scale Ir ra Drawn Y Job Sheet 9 Of 11 Sheets 24 % 36 PRINTED ON NO. 1000N CLEANPPINTO IZYA n r ik tl>NINTEO ON NO. 1006N CLEARPMNTO :a.wp W CRl'kfaA f l u,OF .rouVLWK 61 r"'T' SW I'rc-H£.G .p�t�'LFr*' �ar1�rL,�T .$WITC.hf SINGL✓�' F'A4� ,a• 3 '1'MiZ;6:C; s.�J «t ff �W ! T"Lh' 0 poor- enL- Ln Gi I M F. fH m' S. OI rredr ® rV OUTLCT -�" fZSC-BSi L-IGNT l�Izr7'U4� 1.16NT FlWT-uvc- 2-10 VOLT gL-Fri.P-T- F'>l7f&lsr rAM &rr GR..ougp N+twX R LIGHT/!'r7N F1K7'NRG �ID14L GllscaNr�6eY' 040 cmowe 067547791- 0 FLoo(z f ecr n uloeT L•1�r14 r�7.1 r)ACL.es IN T'O • C� F A4 if UT I f-)T'f-(t..R U pT L Ong INg WlAlAl6, 5. �91��P„• N%.l:Nd�7vtl.�Ir�L.Nainq(?I�`_VN«'. '4 6 l tslm W 1gi" w1 f :htprvitaw CL Jam. PROVIDED ELECTRIC SMOKE DETECTORS WITH BATTERY BACK - UP IN ALL SLEEPING AREAS AND STAIR LANDINGS WIRED SO THAT THE ACTIVATION OF ANY DETECTOR WILL ACTIVATE ALL. Wu ARSS PLANS AND ALL PROPOSED SUB ECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO coMPLY V�'I II'I A!L APoLICAB°LE Cr FILE COPY 0 V � Z �CO y am. cn m It m W �J azm�o ._�Fmx uZUw-j 0 LL vn L (n Z -7 V ZUocn Q V a0 �- 0 W fn N0 N M, r, Date Wfa Scale 'J AZ. t rr Drawn Job a='s Sheet I Of I Sheets 1 SO m N T 1 Scale: 1' = 3116" NO BACKCHARGES WITHOUT PRIOR APPROVAL FROM A REPRESENTATIVE O TYPICAL END DETAIL TYPICAL FLOOR DETAIL f@ 2' �I L 24" «1+--- 8'4" 1. 17'4" i 8.8. + 5111.8 (- 11'4" { 5'1"8 — 1 11'3"8 + 5'1"8 —� a 14'10"8 TJ TRUSS CORP. 8'4"8 L 24" «1+--- 8'4" 1. 17'4" i 8.8. + 5111.8 (- 11'4" { 5'1"8 — 1 11'3"8 + 5'1"8 —� a 14'10"8 TJ TRUSS CORP. 8'4"8 CONNECTOR SPECIFICATION CHART WEYANT ENGINEERING, INC. CIVIL k STRUCTURAL ENQINEERS 201 SW PORT ST. LUCIE BLVD. SUITE 104 PORT ST. LUCIE, FLORIDA $4984 SS1 ) SSS - 0"2 FAX 1 961 ) a84 - OSBB PROJECT k DENCC DATE 04 - F-6 -© S JOB NO, I A 21c- 0 M E 5 SHEET I OF TRUSS MARK NO. TRUSS UPLIFT CONNECTOR / DEVICE NUMBER " SIMPSON CONNECTOR ALLOWABLE LOAD VALUES NAIL SIZE AND OTY. Lis- i LN) oo�wrs ALL WOOD UNLESS NO TRU ED SES OTHElf TO WOOD BEAM WISE BELOW 9R BEARI C WALL Not To exci ed 6401 MTS 16 540 # 10d x 1 I 2" 14 ALL WOOD UNLESS NOTED TRUBISE5 OTHERWISe TO CONCRETE TIE BELOW —BEAN Not To exceed 16U0 HETA 20 1005 # IOd x 1 12" 10 L16 A 1 8 7 2 -H F5 2 0 2ci cry 4 x G 40 06 ©l 0 3 u L.TS z 5 V n - I X�✓ I F = 2S U (e /k FE, 1 (i -'" x f2) t ek I E-P b x (ea cj 7 b" Bp T-- 2 2 7 (� Y x `� I E 2(02.5 z ETA 2a 2,900 I Cool I (a E&. Z 2) I-TS 2 Q0102 10 d k '" 14'4"8 ■1 N r h a, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. FILE COPY IMPORTANT NOTES TJ TRUSS SUPPLIES ALL STANDARD TRUSS TO TRUSS CONNECTORS FOR GRAVITY LOADS ONLY. ALL UPLIFT CONNECTIONS ARE BY BLDR. ALL DRAWN WALLS ARE BEARING WALLS UNLESS OTHERWISE STATED. ALL UNDERFRAMING OF DROP CEILINGS AND FINISH FRAMING OF SPECIAL CEILINGS IS BY BUILDER. BUILDING DESIGNER RESPONSIBILITIES: TO PROVIDE A BRACING PLAN FOR THE STRUCTURAL INDEPENDENT OF THE INDIVIDUAL TRUSS BRACING REQUIRMENT BRACING REQUIRED BY THE INDIVIDUAL TRUSS COMPONENTS IS TO OVERCOME BENDING OFN SPECIFIC COMPRESSION MEMBERS DUE TO GRAVITY OR WIND LOADS AND SHOULD NOT BE CONFUSED WITH THE BRACING REQUIRMENTS OF THE BUILDING STRUCTURE. TJ TRUSS DISCLAIMERS: FOR ANY CONFLICT BETWEEN -I HIS SETTING PLAN AND THE INDIVIDUAL ENGINEERED DRAWINGS, THE INDIVIDUAL ENGINEERED DRAWING WILL TAKE PRECEDENCE. DO NOT CUT OR ALTER ANY TRUSS WITHOUT CONSULTING A DESIGNER AT TJ TRUSS FIRST. ANY PARTY WHO CUTS OR DAMAGES A TRUSS SHALL BE RESPONSIBLE FOR THE COST- OF THE REQUIRED ENGINEERING DESIGN AND REPAIR OF THE TRUSS. NO BACK CHARGES WILL BE ACCEPTED UNLESS APPROVED IN WRITING BY AN OFFICER OF TJ TRUSS CORP. FAILURE TO SEEK THE RESOLUTION OF A PROBLEM UNTILL AFTER THE ROOF IS SHINGLED OR THE DRYWALL IS INSTALLED SHALL CONSTITUTE ACCEPTANCE OF THE PROBLEM BY THE CUSTOMER AND THE CUSTOMER SHALL BEAR TOTAL FINANCIAL RESPONSIBILITY TO RESOLVE THE PROBLEM. CUSTOMERS RESPONSIBILITY: PROVIDE AND INSTALL ANY AND ALL PERMANENT BRACING REQUIRED BY THE TRUSS DESIGNS. PROVIDE A SUITABLE UNOBSTRUCTED AREA TO UNLOAD TRUSSES. TO ERECT ALL TRUSS COMPONENTS IN ACCORDANCE WITH THE TRUSS PLATE INSTITUTE PUBLICATION 1I1-11 AND TO SEEK PROFESSIONAL HELP AND ADVICE ON ANY QUESTIONS PRIOR TO THE ERRECTION OF THE TRUSSES. WIND SPEED = 140 MPH "B" ENCLOSED DESIGN CRITERIA: "FBC" ROOF LOADS FLOOR LOADS TCLL: 20 TCLL: 40 _ TCDL 15 TCDL: 20 BCLL: 10 _ BCLL: 00 BCDL: 5 BCDL: 05 TOTAL: 50_ TOTAL: 65 ALLOWABLE 1.25 INCREASE ALLOWABLE 1.00 INCREASE DRAWN BY: JIM TURNER CHECKF-D BY: DATE: 4/13/05 DATE: REVISIONS: 1.) 2.) — 3) 4.) t83 � �,. jy � `� i ti .► m � � q LJ OC / a.c q m . C rJ >. z _ �— 5' -I- 15'74 11'9"13 577 LAYOUT DRAWN FROM PLANS LAST DATED MAR 2005- APB APPROVAL IS NEEDED IQ WEEKS PRIOF� TeDELIVERY DATE YOUR SIGNATURE WILL ACKNOWLEDGE (1) AUTHORIZATION TO BEGIN FABRICATION (2) VERIFICATION OF DIMENSIONS PITCHES, HEELHEIGHTS, OVERHANGS, ETC. (3) TRUSSES WILL BE BUILT IN STRICT ACCORDANCE WITH THIS LAYOUT! []APPROVED ❑ APPROVED AS NOTED SIGNED DELIVERY DATE DELIVERY ADDRESS: TRUSS CORP 2900 INDUSTRIAL 33RD FT. PIERCE, FL. 34946 (772) 466 - 3388 SPANNING THE DISTANCE - WITH PEAK PERFORMANCE JOB # 50576 CUSTOMER: ARK HOMES ,PROJECT: S.E. RESIDENCE 6?OWNER: ARK HOMES ADDRESS: 12075 S. INDIAN uL I 5 COUNTY: PORT ST Ll ,Ic IE TRUSS PLACEMENT ONLY 1 m