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Marsh View Court 1482 2 BY VOOD BUCK 910 x 11/9' MINIMUM EMBEDMENT OR II 3/16' PFH TAPCONS WITH 4,563' 11/2' MIN, EMBEDMENT (TYP) z NIS SHALL BE INSiALVI RY AT IOCATIMS FMICiED BY A OUT UR (2) PER HEAD JAMB 100 1.s ESS 1II�IT S E TRESS Ri 3�S(�0 IN M�� 1/4' GAP MA ►-01KR A�RE�AtY�I E 9 UNIT ANTI RAREA A[ITS 11`0 y .750' =Approved MERE V41 I�Ii`ID 64 0 PEROT 13 RDi iEEOtD Positive + s. ► MATERIALS LIST 0 1119 la KEVIN. PART NU DER C014HENTS o WOOD•HEAD JANE EV-12 11/4'z 4 16'Mil.TO BEV O 2O CONPRESSIM WEATHERSTRIP yonp-SIRIKE JMR -10 9/IV R.10 J[VMD too 1 0 IV ® FIXED THRESHOLD if ►y 4 , 11-4. •.+ Q TOP CHAhNEI EV-05 6 CA SIM 91 11/16' INTERIOR79 5/16' EXTERIOR © si KN 26 D.(01112-,000) UIIHIITi�GIHi'r PD. MAX ; . •,, UYURETHAV FOAMBASF FOAM-DENSITY 20 TO 2.5 Ibs'd ® BOTTOM CHANNEL 9O W00D LOCK BLOCK EW-08 7 VQ90 STRIKESTILE EW-01 111116'X 116'K)9 S/16'NTl i0 BE VMD x,715: WOOD HINGE STILE EV-06 II/16'X 15/16'X 19 5116'BTI.TO BE WOOD LOCK FiLLER PLATE EV-09 050 THICK PLASTIC •''''' '' 3 ' ' EW-IS am(STEEL) WOOD-HINGE JAMB 11/4'z 4 9/16'NTL•TO BE VMD O TIO x 3N'WOOD SCREWS (4)SCREVS PER HINGE T f z 2'FHV.S. (2)SCREWS PER HINGE ASC41�>X ' THE IX rXvi uAlN01DI I u1'"BUIL IR O pPPAOYED 'HIL hT m ►)zI wu m a n iia l�sc 1.25'• �u1N � e 1.¢,yoeo © . ;aK z 314'FH.V.S (2)SCREWS PER NINGE z 'F 2 1LV.S. )AT EACH STRIKE PLATE YI I A Paoalctco �Flce 0 SET VIKSET BRAND 200 LOCK woo RamC �o to'a WOO DAOE COUNTY NODIFICATIONS aittroo JD 2 BY WOOD BUCK (OI1S Ulm iOi<U,t�C KG DADS CUTY MODIFICATIONS 19 JO aIOJSI�G�HI�?Fs LIn, n ADDED�PA',�iE 4'NOR�i1LES) )-Till RS _...-REYIli�T 041E .11 .... .......... P1Ri B 1 1 Y -' -'—'-- —.� -- 910 x 1114' MINIMUM EMBEDMENT OR R91 011 - _ �i�I SCALtI _. •• 3/l�'�MFH TAPCONs WITH . : PREMDOR ENTRY SYSTEMS - 112 IN, EMBEDMENT (TYP) 9u 31 101S- EW (2) PER HERD JAMB PIiiSG,TS661� "� SHEET 2 OF 6 DOOR CONFIGURATIONS �VISD@Ittli(& 60]/.•MAX . �•MAx r MAX r MAX ''"" r MAX A•MAX I INTERIOR . MAx Ir MAX L MAX M'A';—I I 11 .tar MAX J L.•MAX IS' is-MAX . ]t i/A• x llG Max 37 1/2'MAX • tY MAX MAX .7S]/A• MAX 4C 16 U 11 MAX 80 11/16. t7 % t/�• t 9 10 A t6 ' wX SM/M'MAx 22•MAX 4 CI 2 6 I 19 is-MAX s °L0 a _ OC 77 1/ MAX- MAN A •.. - ACJ t•t.!t S I•MAX r- .•MAX n. .' • . IS'MA t•MAC .. IT.C. 7•MAX A 9/tr. .. I wix—'i F—IA•-il 1 a A•MAx 7'"Ax r1yA' 16 ».x MAx wAX x .. i 7• HAS- 6•MAX ]•MAX .•MAX 15'MAx .•MAx_J L ]•PAZ'•"� .•MAx _ 6 SCC GLAZING DETAIL. IsaG: 6 G>_ Ir MAx O Bb 11.16• 1 t/A• EXTERIOR u D.C. w% 0 13,MAN ]x 1/.• ».x — SECTION A—A N.x _ T N SWIT N G OTHER CONFIGURATIONS GLAZING DETAIL. 1 1 - 6•NAx . I 7'NAx 68 C� MAX (f MAX --91I 77 1/2- ''MA SHERViN NTlL1ANS 85QA I MAX ..MAX Ex1ERIOR GRAM LATEX Cal0.1C 28 . EXTERIOR 1 COL iL LINIL IRIESS VED.RAC DEC RMLT A'Q► 'a D 1151Dt6:KESS Wqk STO.a%t i LT a I.►:J Oj3CCrr:CrN0WTNTHE • ,0 li V SI[G6 MiE BT � c wx m»n,a�luraxa A:cr.,:Hr7^ ?ye INTERIOR Ap�Rtr.•�ASCLS.>r'•L7WOW-,.iTHE a ADocO v.0 s cmor DArlusx VA;'..J OR BY 0A1-1 41 NA tr =-<,-• ... „�>; _ A Ruttaxat►ree [c A� .ao wlcvX m 1 r a xMcs► 1tt'_ r w PR MD R ENTRY SYSTEMS =. 1�2 0OM �,y1. I7r16U1L11tfST10'OV1VLRIT A A00011(XaalncwlGA.rloAt n TE PROOIr CLOMS10" �1G.FFFERS(DI 31-1�2E1.: - f::I �LAss BITE '" D;aan�ccoGeca�vwNcEo:►tce vrtls�ac a i6�6t SHEET 5 TIF as T NT>z•t GmsroN M EERY 'SYS 31-1020—EW—I ACCE?rxNCENO 01-03 cN.ig "c� ;. BU401xGCA0EC0YP41ANCEGFRCE XIC��t616t MT 2 OF 6 . !/8' TERFIERED CLASS . t ACCMANCE NO. gyQq CItO) I eco Frodict Ratings Effeefuveo m2rch 35, 2002 -PRODUCT LINE RATING(PA) SIZE(in) M40/50—SH +30 -3S 53x78 • Standard single hung +30 -35 36x96 M40HP/50HP—SH +50 -60 53x63 High performance single flung +50 -55 53x76'/< +35 -35 53x96 TW=SH +50; -60 . 5308 Tilt sash single hung +35' -35 53x96 TS—SH +50 -50 53x96 Tilt thermal break single hung MP—SH +70 -70 53x78 Impact single hung RW HP +35 -35 127x61 High performance horizontal slider RW XHP +55 -55 74x51 Extra high performance horizontal slider +45 -45 112x63 M21314/5 SGD +35 -35 4068 panels Standard sliding'glass door +30 -30 3080 panels 2"Sill M2/3/4/5 HP SGD +45 -45 4080 panels' High performance sliding glass door 2-I/2"Sill 1212/3/4/5 XHP SGI? +55 =55 508U panels Extra-high performance sliding glass door 2-1/21t Sill 5'wide panels not available in IN43&5 Revised:04/04/02 CAULK BEHINDTVOBFRAI{IW- R8 SCREW VINY DOV FIN "-� VIDOgV IRSIALATIOtI ANCHOR %1000 MUCK ANCHOR CONCRETE OR MASONRY - -- --- _ • WIDTH BY OTHCRS CAULK BEHIND ViNDOV FIN 3/16'DIA.CONCRETE OPENING BY OTHERS 1-1/@•NIL EfA1E➢ITEMS CONCRETE OR MASONRY Near IN'CE.14A - SCREW ANCHOR OPENING IT OTHERS 31 SHIM AS REO'D.AT CA SET of INSTALLAUCIN ANCHORS USHIG LOAD BEARING SrRBS.-RAX' , iW0 By FRAN1NFi SPACE. SMCATHING BY gTHERi CAULK BETWEEN WOOD BUCK SHIN AS REO'U. ALLOVARLC SNIIM STACK TO BE 1/P.USC SHINS VN[RC SPA[C GREATER 1HAN 1/16'14 PR[SCNT. L t4ASDNRT OPENING BY OTHERS V/LOgp iW0 8Y Vtl00 2) DOOR MATCRIAU ALUI(I14Xi ALLOY 6061 BUCK BY OTHERS BY gT11CRS I-1/4'H1H. ,v,2•EI YP)•6:A- - BEARING SHIN BUCK BT OTHERS 3) 110 SCREW INSTALLAi1DN ANCHORS)UST SC OF SUFFIUCOT LCUF�IT TO ACNI[VC IRK[)1bC0aCHY CIIBED1fENT I INSTALLATION ANCHOR Df 1-1/B•DOD TWO BY WOOD BUCK.CONCRETE SCRCV ANCHORS AT SILL MUST BE OF SUFFICIENT X10 SCREW CTYPJ i14STALLATIMI ANCHOR '`• CAULK BETVEEN HASONRY LENGIN TD ACHIEVE IVH CHIEDNENT OF 1-1/4•INTO MASONRY DR C[SILL MU Tt RIO SCREW(TYPJ OPENING t WOOD BUCK a MAX aLLOWAsiE SPACING DETVCEN 010 SCREN!AH21ORS AND CONCRE7E SCAEV AIICUDRS 10 DE 2X• SMI"AS REO•D. 8Y OTHERS OC.lux. S) USE LATEX CAULK QA COUIVALENT FOR PERIHEYER SEAL AROUND EXTERIOR Or DOOR BY OHNCRS. N/LOAD Y )/ODD BT77. 1---- UCK ANCHOR 6) IF EXACT DOOR SIZE IS HOi LISTED!tJ ANCHOR CHART,USE AN60R OUANTITr LISTED VITEN NEXT BEARING SHIM SLIDING GLASS ) 3/16•DIA.CONCRETE LARGER SITE,FOR TNC All ROPRIATC DESIGN PACT UNE REO'D. 1/4•MAX • DOOR FRAME SCREW Al1LHOR BY OTHERSrollSIZES SPACE — _— — JAMS r• 7) PLACEOLCONCACiOR SCREW USE CLOSE"FRONT S DON STRIP ASOSNUGURATIWI 70 FINISH DPCIjI,* B) CLASS iMIn1RCSS NAY VARY PER RCOUIRuctir2 a AS1N C1300 GLASS CHARTS.SINGLE GlA2RIG 1/4'MAX. IS SMOVN INSULATING CLASS IS ALSO 011AUFIEO n SHIN SPACE 9) JAH9.SILL CORNERS AND ALL ANCHORS 1NR000H SILL ARC 10 B(SEALED VITH A S1 LL JI111T u - I-I/8'IIiN. SEAM SEALER. tl EHBEDHENT 101 ALL INSTALLATION ANCHORS JUST DE HADC OF CORROSION RESISTANT lu1(RIALS. E%TER10R <\ A II NOT ALL CONF14URATION2 LISTED ABOVL ARC SHOWN ON?NIS DRAVRIG.HOWEVER 1N,,ALLATINI • I.HIM. Tl/D BY 2'CI YPJ S(ETIfj_==JON_?.•.L 11DOlL3I RILE M„TAIL APPLY 70 INSTALLAIRD4 Of ALl C01{1GURATIONS. \\\EN—BEDIEN7 WOOD BUCK �°R 12) KINC MACHO S4LLILS MANIC 2 SLIDING GLASS DDDR 1S SHOWN SHIS PRINT ALSO APPLIES 70 tt*RNC 3, FIN FRANC JANS EXTERIOR FINISH BY DINERS TEf1PERED GLASS BY OTHERS �JL CTYPJ EXT.FINISH PERIMETER CAULK BY OTHERS SECTION lON BY OTIICRS PERIMETER CAULK I-1/4•MINIINSTALLATION ANCHOR CHART PCRIIIETCR CAULK BY OTHERS f1I0 SCREWS IN 3/16• DIA. CONCRETE 910 SCREWS Ct EA. BY OTHERS HBEDNENT HEIGHT CALL OVERALL FRAME HEAD SCREW IN FRA14E SILL JAMB L HOOK STRIP HEIGHT ViD°H1--t- • EXT.FINISH SIZE' SIZE IW TO 4i0PSF 6T0PSF UP TO 46 PSF 61 PSF W-101 46 PSF 61 PSF 1 BY OTHERS F 60 PSF 70 PSF T° TO TD 10 I 45 SF 60 PSF 70 PSF d S 60 PSF_ JO PSC BOOR G GLASS 5068 X0.0%,XX 60-11/16 x BO 3 DOOR FRAME -„.}.-_ 1/4'HAX. 6069%0,Ox,XX 72-U/16 x 80 4 4 3 3 3 3 3 6' -6 HEAD S.G.D.VID7"------R- SHIM SPACE 8068 X°,OX,XX 96-11/16 x @0 S 5 6 5 5 5 3 6 6 45 SILL S700L 0 0 0 90 8 %0 Ox XX 0_ X 6 6 6 3 66 6 BY DINERS u O FXTERIIIR SECTID_N�^ 12068 OXD 143-5/B x BO 7 9 7 _6 7 3 - b --6— 13068 0X0 81-5/8 x 80 9 tD 7 U 9 3 6 6 241 O.C. / _ DOOR x xxx - x MAX.47YP.) 5,1�—• HEIGHE 12068 0%%0,XXXX N4-11/16><'80 7 9 0 7 6 7 3 6 YY( 16068 OxXO,XXXX 192-11/16 x 80 10 13 11 @ 3 6 6 o 20068 OXXQ,x%XX 240-11/16 X BO 13 17 t5 9 10 I2 3 6 6 TCPNPEREp 9 11 1 16 3 6 6 5080 XD,O%,XX 0-11/16 X 4 3 3 3 3 3, EOUAI.LY GLASS CTYPJ 3 WINDgW 1-1/@'t1JN 6080 X0,0%,%% 72-It/I6 x 96 4 4 6 b 6 HEIGHT SPACE EMBEDMENT PNSTAU.A7TON ANCHOR 8080 X0,OX,XX 96-IVIS x 96 5 5 4 - 4 4 4 b 6 6 AICC1101ts UID SCREW OOB X 120- /6 6 7 6 6 5 5 6 6 6 o 0 t1YPJ 9080 0% 109-5/8 x 9 6 6 7 6 6-^b_-•_5- I/4'MAX CAULK BETWEEN 12080 0x0 145-5/8 x 96 8 IO 7 7 6 6 6 6' SPACE V00D FRAME L 15080 O%0 81-5/B H 96 1D 3 g 9 6 6 6 HOOK STRIP 70 0 x% , x% / X 7 9 —11 13 RB lIIYTALLATION �- 12080 OX%0,X%X% 141-11/16 x 96 . 7 10 11 7 8 9 6 _ IS 6 ANCHOR SCREW 0 0 __ TND BY WOOD OSO aXXD X%XX 240-11/16 X 96 X 6 14 19 22 12 16 1D 6 -•6 6 b•NAX. FRANC BY OTHERS TWO IIS FRAMING o O O (TSP.) S DY BY g LIDING.GLAS -_ _-Q DDDR FRAME •1 I SILL SLIDING GLASS 10 .TION 1 6•MAX(TYP.,-- .:a-- DOOR IIOOK STRIP SHEATH � � 3 UMIIVJIA ALLOY 6065. ELEVATION a BY OTHERS LIUST BE OF SUFFICIENT LTH.TO A EHBEDHENI )F 1•INTO FRAMING MEMBER. 1 V4'MIN• 1 1 - EXTERi(1R ELEVATION &•fROu CORNERS k 24'D.C. VIEWED FROM EXTERIOR EXT.FINISH OXO DOOR SHOWN E�fi1LL.ELEVATI(Ipl C HEAD do JAMBS WITH ODUO-S nuo, XXXX DOOR Sf1OWN aED EOL, SEAAPPLANT OF DUO-SIL TEMPERED&LASS BYRO HERS CAULK IPLY WITH SEAIlJIT tAAl1UfACTURER•S --- .._.-••. .-. -..-.,-- -- --. __.-...... _ CAUUf BEHIND FIH AT VlO4001Y SILL. SCI SILL IN BCD 1L�FjAR LTD. FOR PERIMETER SEAL AROUND -^• 1 5245 OLD{:GIGS ROAD OF CQIICRE7E OR CAULK HOOK STRIP K�NCO Ll D. .HERS. K i N C 0 L l-D. JACKSONV1ltE.TLontDA 32254 JACI<SO(JVILL FLORIDA s 9 INSTALLATION ANCHOR SLIDING CLASS OT IISTEO IN ANCHOR CHART,USE .. ..J. ' �i/� ------ --._----------- .-- _-.-- 3/16' DIA.CONCRETE DOOR FRANC FJ..:�•..•J- -- .0 __ . ATH HEXi URGER StZL P•^:y .--;: T77LC' INSTALLATION DETAIN. HOOD f CAME OPENING SCREW ANCHOR<TYP.) J^INE �Y;�..IF^%;:' // tlTtu SLIDING GLASS DOOR W/T1tp BY WQUD bUC1C OR•FRAtJf.• MAY VARY PER THE REOUIRDAEUTS %r ;`i• ? r _ ___ HnSpRRYEOPEItING i IRiS SINGLE GLAZING IS SHOWN, FIN SiNGLE HUNG WINDOW H40/50 & 1440/50HP sr OPENING pX XX / DKp/ 0xX0 L XXXX INSTALLATION DETAIL OUALIFIED. _ CNGifI[ERi DAN: DAlti BY OTJfERS �'• 2 C14INCER: -- - - OR`@ -OO T 4 FIN JAMS DO NOT REQUIRE Y,LF` / - MANUEL MARTINEZ BB 11/U6/01 Cai.�i�C2:= tIAt4UEL IJARi1NE2 $$_ 12/4/01• t� •� J��-1 A c FX_ 7ERiORIF�FV TiI1N DISEIPurR, CIVIL SCALE. IJ.7.S. DIiG.1o,"` 1 0.1.UT10t1 E ONLY REQ•°. OISCIPl1NE - -, •, IC TAXI 078 ANt3foas ARE -. ' CIVIL s'2�Tu"I�T$n{'YD.not il4 SHEET LuoD T Il.REO.UOi __. ._._.........-..--. .... FL.PC4) .. -... _nr. 11 'af7� J`�At 47182 Efif. E"t_""`” s i[Efii j nF 1 _ r,,- �T,�.z��u.,,a.��,,�...-,. - _ t'� pL'•Y OX, X0. XX ODOR SHOWN 47102 REV.LLTIE4, s¢Er. - • � I DESIGN CRITERIA 1/2"0 THREADED STEEL RODS SPACED PER SHEET # S-3. 1/2"0 THREADED STEEL RODS ADDITIONAL EXP. BOLTS MAY BE NEEDED PER SHEAR WALL STUD WALL I SPACED PER SHEET # S-3 . 1) LIVE LOADS: ROOF...............................20 /Sq. ft., FLOOR...........40#/Sq. ft. TABLE ON SHEET # S-2. ADDITIONAL EXP. BOLTS MAY. 6 #4 RODS CONT. I BE NEEDED PER SHEAR WALL �d 2) WIND LOADS: 4" CONC. SLAB W/6x6x1O/10 W.W.F. oft FLBEgyIE5H I TABLE ON SHEET # S-2. I THREE SECOND GUST WIND VELOCITY PER FBC-2001......................••120 MPH a EXPANSION JOINT U 1 (IMPORTANCE FACTOR)=1.0, WIND EXPOSURE "B", CATEGORY "II" BUILDING _ I g _ + OR - 0.55 PARTIALLY ENCLOSED BUILDING) PREENGINEERED ROOF TRUSSES STUD WALL RECESS SLAB 3/4"x 10" WIDE CCPi ( ) ( ) ( -III- 3) COMPONENTS & CLADDING DESIGN PRESSURES *'• GATOR NUT �= 6 MIL. V.B. OVER CLEAN, I I AT GARAGE DOOR ANYWHERE _ -50.1 Psf, +23.7 Psf WELL COMPACTED TREATED FILL ' 6x6x1O/10 W.W.F. z ROOF ( ) I __ WALLS: ZONE "5" IS WITHIN 3 ft. OF CORNERS, ZONE "4" IS ANYWHERE ELSE. 3"x 3"x t/8" 3E OR f16F�yn(� �_ 6x6x10/10 w,W.F. 02 FlQE(tMESH STEEL WASHER #4 RODS VERT. ON 48" O.C. & AT CORNERS. �� 71 n Z9LE FFFFCTIV WIND AREA (;iq, ft_1 PRESSl (PSF) ZONE EFFECTIVE WIND AREA (s_St. ft.) PRESSURE (PSF) - - VERT. RODS SHALL BE HOOKED 6" INTO FOOTINGS 0 BOTTOM AND 12" INTO SLAB _-� f _ m 4 10.0 35.5 -37.8 5 10.0 35.5 -44.7 HURRICANE STRAPPING PER TOP PLATE 0 TOP. FOR HORIZ. REINFORCEMENT, USE I N ? -III-I I I , III I 00� a• -II 'I I' 4 20.0 34.4 -36.6 5 20.0 34.4 -42.4 SCH. "A" ON SHEET # S-2 OF WALLS -1L-ll1 W 1.L 9 go. HORIZ. JOINT REINFORCEMENT ^� �I I I -0'� (2)-#5 CONT. HOOKED � (2)-#5 CONT. HOOKED 4 50.0 32.1 -35.5 5 50.0 32.1 -38.9 III= =1=III- ON 16" O.C. (MAX.) I r =� & TIED AT CORNERS ' MIN. 18" & TIED AT CORNERS 4 100.0 30.9 -33.7 5 100.0 30.9 -36.6 III.I• -12"-►I MIN. 18" ••• Lu PLUS AND MINUS SIGNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES 1 48" (MAX.)CONSULT ENGIN �':' '��.� lL= NEER .•: ;• .; :•�• I =1 I I �--20"--•� I TURN DOWN SLAB DETAIL n GENERAL STRUCTURAL NOTES: 1O2'm THREADED STEEL 20"(W)x 10"(H) CONCRETE FOOTING ROD PER SHEET # S-3. REINFORCED W/(2)-#5 RODS CONT. I TURN DOWN SLAB DETAIL ® GARAGE 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL • EXCEPT ® GARAGE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF I z CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE �-- 6" TYPICAL FOUNDATION DETAIL STEEL COUPLER WITH ALL APPLICABLE CODES AND REGULATIONS. - - - - - - - - - - 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR CORNER DETAIL - - - - W O LLJ TO COMMENCING WORK. 7/16" OSB NAIL w/ 8d COMMOM NAILS TO I O 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL (N.T.S.) II < N W PLATES, OPENINGS, SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY TABLE ON SHEET # S-2. I _1 sxsxt0/T.0 W.W.F. 0{2 f1F3ERMESH W ON THE DRAWINGS. W U ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN a _ ' • 4 THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR v aw •• f • � REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM . a I = W O e •a •, _I I O m 5 ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 2"x6" SPF #2 0 16" O.C. SPH, "SIMPSON", STRAP - o•' -TTT " THREADED STEEL RODS SYSTEM TOP PLATES -I-� °° m W z SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK 1/2 0 THREADED STEEL (2)-#5 RODS CONT. j._ O ROD PER SHEET # S-3. 20" m m n Ca Z EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. INSTALLATION INSTRUCTIONS Z W 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WIRER DESIGNED STEEL COUPLERLij FORA 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK EITHER THE INTERIOR STEP DOWN DETAIL w � _ Q CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR LSTA36, "SIMPSON", 7 IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY STRAPS (3) CONTINUOUS STUDS U Q o SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS - - - - - - - - - - - - - - - - - - ARE USED. POST STRAPPING ® TOP ERECTION. EPDXY GROUT ^ 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS (fLT.�) STRAPPING ® TOP �- CONSTRUCTION NOTES: SHEET. QT'S') LO CONC ETE• 1/2"m THREADED SOLE PLATE SHALL BE •---� STEEL R00 / t' \ I 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED ANCHORED TO SLAB W/ t/2"D " " � SPH, "SIMPSON", STRAP 2x4 STUDS THREADED ROD BOLTS SPACED � 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI f 1 PER DETAIL J ON THIS SHEET AND PER MANUFACTURERS 6"x 6" OR 4"x 4' POST N Co COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING 1 j RECOMMENDATIONS. ® 16" O.C. PER SHEET # S-3. ADDITIONAL co EXP. BOLTS MAY BE NEEDED ABU, "SIMPSON", 6x6x10/10 W.W.F. PER SHEAR WALL TABLE ON N CONCRETE. �� 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE POST ANCHOR 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL ��-�' REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. GQ FIBEWMESH SHEET # S-2. OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR :s• •: • DRILL 6" INTO CONCRETE L H MAXIMUN DRY DENSITY (ASTM D1557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE ` ~� BOTTOM OF THE FOOTING. BOLT RUN DETAIL TYP J POST STRAPPING ® BOTTOM ANCHORAGE TO SLAB ® BOTTOM =-'-'• .�T TO 4' (p 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, (N.T.S.) (N.T.&) - WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING ( ) (N.T.S.) - I - (2)-#5 RODS CONT. T LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED20" ( ) N41 -� v - PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING ^A POST STRAPPING N INTERIOR THICKEN SLAB DETAIL 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. TOP BOTTOM TOP & BOTTOM C)C) 0 CIO 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE MISC. FOUNDATION DETAILS G ~� 0 �14 LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS OTHERWISE NOTED. (N.T.S) tom. 4 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. • • r� . W � wI'l-D FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5A, *SIMPSON" H2.5A, "SIMPSON" H2.5A, "SIMPSON" SLAB ON GRADE...... ................................CENTERED ROOF TRUSS ,, CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR rT, O z 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'-0" AROUND CORNERS OR SEE SCHEDULE "A" SEE SCHEDULE "A" SEE SCHEDULE "A" SHL �••j� 0 ON SHEET # S-2. ON SHEET # S-2. ON SHEET # S-2. HEADERS PER # S-2 H2.5A, "P) OR N" T l CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. (TYP) DOOR HEADER ROOF TRUSS4CLIP (TYP) L R BOLSTERS ETC. NECESSARY TO SUPPORT SEE SCHEDULE "A" 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES ON SHEET # S-2. SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. M 9 ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR ' w ( k? DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED O OTHERWISE ON THE STRUCTURAL DRAWINGS. 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS LSTA36, "SIMPSON", w 1/2`0 THREADED STEEL 1/2"0 THREADED STEEL STRAPS FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMPSON", ROD PER SHEET # S-3 ROD PER SHEET # S-3 TWISTED x 24" LONG w w TWISTED STRAPPING FOR BUILDING" ACI 301. STRAPS. Z CO MASONARY: SEE SHEET # S-2 1 CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE FOR # OF STUDS. T w SEE SHEET # S-2 ( ) MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH FOR # OF STUDS. 1/2"�+ THREADED STEEL �� // J" ROD PER SHEET # S-3 W OF 2000 PSI ( f ' m = 1500 PSI ). 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. w I.Xxx = HTT22, "SIMPSON". LTT19, "SIMPSON", 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH ^ HOLDDOwN HOLDDOWN nw 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. CONCRETE SLAB W WOOD FRAMING: ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER •: •' Y DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS ^K EXTERIOR WALL OPENINGS E EXTERIOR WALL OPENINGSDOOR JAMB SAWN LUMBER LAM. VENEER LUMBER STRAPPING ® TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT F Fb = 1,120 PSI Fb = 2,500 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING ® TOP & BOTTOM ANCHORAGE 0 TOP & BOTTOM DETAIL PC Fv = 90 PSI Fv = 285 SI Fc1 = 565 PSI E = 1,900.000PS PSI ON SHEET # S-2 OF THE DRAWINGS (N.T.S.) (N.T.S.) JAMB STRAPPING ® TOP & BOTTOM (N.T.S.) (N.T.S.) Fc = 1,455 PSI E = 1,600,000 PSI 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. SCHEDULE "C" *** 0 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH RECOMMENDED STUD SIZES AND SPACING TOP PLATES a MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM SEES "SIMPSON", CLIPS (TYP) OR CQ APPLICATION. FASTENING SUBJECT TO O BLOCKING REO'D. ROOF TRUSS NOT SCHEDULE "A" ON SHT. # S-2 A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER BETWEEN OUTRIGGERS V 4" FROM GABLE END 0 48" O.C. HURRICANE CLIP H-2.5 SHOWN FOR CLARITY ' '� oV� 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 8'-0" THRU 9'-10" 2x4 16" 7/16" STRUCTURAL ROOF SHEATHING CONT. 2x4 SCAB FROM TOP TO ', '" U-HANGER OR EQUAL 0 48' O.C. BOTTOM CHORD TO SERVE AS NAILER FASTENING SUBJECT TO MOITURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM A-153-80. 2x4 BARGE RAFTER CONT. FOR X-BRACING ® 8' O.C. 10'-0" THRU 14'-0" 2X6 16" \\ OFOLA LATERALVIDE SHEAR FOR Ibs. 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I SHINGLE STRIP BOTTOM CHORD OF COMMON 3 14'-1" THRU 18'-6" 2x8 16° I I FASCIA TRUSSES 0 24" O.C. 1,` 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 I JJ ~ INSTEAD OF SYP #2. 19'-0" THRU 22'-0" 2x8 12" I I 12d NAILS ®8" O.C. 1 END BOTTOM OF GABLE Ur Q� SPH, SIMPSON STRAPS 2x4 -BRACING ��' ® 32" O.C. V V7 ®8'-0" O.C. TOP CHORD OF GABLE END (3) 12d NAILS 2X10 12" I i I TRUSS DROP 3-1/2" DOUBLE TOP PLATE ***= THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TOP TO I I I MAX. BOTTOM CHORD 0 8 ft. 1 ( I OPENING N d UNINTERRUPYED SPAN LENGHT OF THE STUD. FROM GABLE I I �.� IF HORIZ. CONTINUOUS BRACE CAPABLE OF I I I SCHEDULE "B" - MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS "SIMPSON" 2 Q' CONT. 2x4 SCAB FROM TOP TO 1' 2x4 BLOCKING 0 48" O.C. BETWEEN LSTA36, SIMPSON 1L DOES EXIST. THEN THE SCHEDULE SHOWN ABOVE I I BOTTOM CHORD 0 X-BRACING 'ti. 2x4 SCAB IF VERT I (PROVIDE ADDITIONAL 2x4's AT GABLE END TRUSS AND FIRST SPACE 0 32" O.C. CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY. I VERTICAL IF HIGHER THAN 48" COMMON TRUSS V1 p) WEB IS NOT PRESENT I I (MAX.) _ N 70 FORM AN `L` SHAPE) tt CONT. 2x4x8'H2 SYP. LATERAL TOP OR SOLE PLATE TO STUR, END NAIL )6d COMMON 2 I (3) 12d NAILS (TYP) I I BRACE 0 48" O.C. STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 AT X-BRACING I I I BOTTOM CHORD OF J GABLE END TRUSS (3) 12d NAILS DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. DOUBLE TOP PLATES, FACE NAIL IOd COMMON 16" O.C. I I ��� (2)-2x4 TOP PLATE N _j TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON „ ISOMETRIC VIEW SHOE PLATE " SCHEDULE D CONT. 2x4x8' g2 sYP CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O.C. ALONG EA. EDGEHOWING LATERAL BRACE TO o ~ FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRACE ® 48" O.C. 2x4 STUDS 0 16" D.C.OC PLYWOOD & PARTICLEBOARD SHEATHING: (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) 7/T.6" 058 ON let. 2x4 BLOCKING 0 48" D.C. GABLE END TRUSS C� Q Z NAILED ON 4"/12" BETWEEN CABLE dT. FIRST TRUSS -PLATFORM FRAMING- SUPPORT BEAM OR z - - - - - - - - - - - - - - - - ROOF - 7 16" OR GREATER 8d COMMON 6" O.C. EDGES & OPENING WIDTH IN FEET CUP 0 48" O.C.. CLIP MUST GIRDER PER SHEET # S-2 PROVIDE A MIN. 400 Ibs OF SHEAR. m Q 8" O.C. INTERMEDIATE UP TO S-0" Y-1" THRU 6'-0" 6'-1" THRU 10'-0' O � WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & * LINTEL * (3)-2x8's (3)-2x1o's (3)-202's PLATFORM FRAMING H 12" O.C. INTERMEDIATE " JAMB ** USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END ��*,�►�Ill+r+r,,; DETAIL JOB N U VI B E R FLOOR - 3/4" T&G PLYWOOD 8d COMMON 6 O.C. EDGES & giTS� 12" O.C. INTERMEDIATE * = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF ���� e 1; rr'•,'. D THE THREE 3 PLATES MENTIONED ABOVE. UNOTE CED LENGTH OF X-BRACING MAY .1 •Y•••' :, STUD TO STUD STRAPPING O NOT EXCEED 10 ft.. IF LENGTH DOES '�•� '+ (N.T.S.) * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. ** = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. EXCEED 10 !L, ADDITIONAL SCAB IS REO-0. � ,;R � �. •S �• SHEET NUMBER T.4 I2 IOLA S-4 S-4 • of ,,,I,���'rr1111111ttttt```• FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 15/32" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF C2)LxIZ �2) tx�Z C2�ZxIZ PITCHES FOR ALL HOUSES o AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 3 n ejN SPACE FOR VENT- - - - - -rSTRAP FOR TRUSS ANCHORAGE (SEEI r SCHEDULE "A" ON SHEET No. S-2)� �� '` GALV. METAL G.H.�' l io �, I I x DRIP EDGE i 00 I i m WRAPPED ALUM. FASCIA 5/8" GYP. BD. CLG. - - - - -- - - - - - - I I I OVER 2x8 Q _ I I PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD L- _ - - - - - -- - J SOFFIT o z I STUCCO 2x STUDS @ 16" OC (MIN #2 / \ FRIEZE SPF) o� W T- 9 PROVIDE MID-WALL BLOCKING FLATWISE ® JOINTS IN SHEATHINGm7/8" MIN. LIGHTZ j r - TEXT. STUCCO P.T, 2x PLATE V1 O w -II VENEER OVER m MTL LATHE AND p f I I VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED m 52 Lli TO 16" PRE-ENGINEERED FLOOR m o ^ V o TRUSSES OR T.J.I. JOISTS 0 24 OC m w 00 Zp (SEE FLOOR TRUSS ENGINEERING) z U o o A 1ST FLOOR TO Q N fr - � � � N � 2ND FLOOR RIM JOIST BY TRUSS MANUF. STRAPPING PER (SEE FLOOR TRUSS ENGINEERING) It 1)< STRUCTURAL _ p - u'- J LA 1/2" CEILING BD OR 5/8" GYP. BD LO 7p 1 TYP O X °►; -o 1/2"0 THREADED STEEL RODS — ---- (V CO x b O << �I I I I ( ' -•n v, SPACED PER SHEET # S-3. ADDITIONAL EXP, BOLTS MAY cn N — — — — — — — S-41 BE NEEDED PER SHEAR WALL o a TABLE ON SHEET # S-2. N .. 00 W _ "' T 7/8" MIN. LIGHT PROVIDE MID-WALL BLOCKING FLAT i °` �.� a o _ VENEERSTUCCO OVER WISE @ JOINTS IN SHEATHING o o F---� MTL LATHE AND 2x STUDS @ 16" OC (MIN #2 VAPOR BARRIER SPF) � i N iDtl —` P.T. PLATE w/ ANCHOR BOLTS PER o F--� (2)21t I Q CZ)Z 10 STRUCTURAL 1. Edi 4" CONCRETE SLAB WITH `" • • r� 6"x6"x10/10 W.W.F. TYP. (3000 PSI. Q C' N (1) # 4 CONT. FIBER MESH OPTIONAL). W ^ Q' w �- W o o S SLOPE GRADE ;- - .. ,..._ � N AWAY ALL SIDES! : .;:� 6 MIL VAPOR BARRIER ►-a ' #4 RODS VERT. ON 48" O.C. & AT CORNERS. • •� VERT. RODS SHALL BE HOOKED 6 INTO FOOTINGS 0 BOTTOM AND 12 INTO SLAB 0 C.0 x 10 W H 20"( ) " ( ) CONCRETE `••� � ® TOP. FOR HORIZ. REINFORCEMENT, USE FOOTING REINFORCED - ' ,� LW/(2)-#5 RODS CONT, ON9a•6�HOO.C. JOINT REINFORCEMENT w �dl O W w � Z C z FLOOR &PEAf;R WALLS FLAN 2 - 5TOfR **r &ECTION w� ��� C® �� 7`�F. WALL Q 1/2„0 o THREADED STEEL RODS CONTINUOUS FROM TOP PLATES SCALE-. 1/2"=1'-0” � � TO CONCRETE. SPACE ON 60"O.C• SCALE: 1/4"-1'-0" W OR AS SHOWN ON PLAN. SEE ' a' DETAIL "J" OF SHEET No. S-4 I FOR TYPICAL BOLT RUN. ,� " I REFER TO ROOF PLAN AND EAVE IMPORTANT NOTE: (� SEE DETAIL L OF SHEET No. S-4 DETAILS ON SHT AD.2 FOR ROOF FOR TOP CORNER BOLT INSTALLATION. FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES 30# FELT OVER 7/16" OSB 12 BOARD OR 15/32" PWD "7 --------- I SHEATHING. - TABLE FOR SECOND FLOOR SHEAR W AI STRAP FOR TRUSS ANCHORAGE (SEE L J I WALLS FRAMING (SECOND FLOOR) R BAFFLE BTW EA / TRUSS TO MAINTAIN H. SCHEDULE "A" ON SHEET No. S-2) 'Z A 1/2" MIN AIR SPACE THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ; FOR VENT _ CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: L —� I GALV. METAL 1/2" CEILING BD OR 5/8" GYP. _______ _, A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. I DRIP EDGE BD TYP � U� B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER = III WRAPPED ALUM. NAILS FOR 1/2" AND 5/8 THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 ------ --- 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. (n m PERFORATED Z VINYL/ ALUM. DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS SOFFIT o SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE o <r- -------- W 1/2"0 THREADED STEEL RODS = -. A 7/16" OSB SINGLE 6" 12" SPACED PER SHEET # S-3. PROVIDE MID-WALL BLOCKING FLAT ►r-� WISE ® JOINTS IN SHEATHING a ' ul C0 (BLOCKED) ADDITIONAL EXP. BOLTS MAY � cr BE NEEDED PER SHEAR WALL 2x STUDS Q 16" OC (MIN ` I VCa TABLE ON SHEET # S-2. #2 SPF) ='`` tr © 7/16 OSB (BLOCKED) ,� SINGLE 4"' / 12'" MIN. LIGHT En7 8" I / P.T. PLATE w/ ANCHOR Z TEXT. STUCCO BOLTS PER VENEER OVER STRUCTURAL II MTL LATHE AND 4" CONCRETE SLAB WITH I``' I � VAPOR BARRIER " ,n C� ADDITIONAL NOTES: 6"x6"Y10/10 W.W.F. TYP. cf. C-'!!X (1) # 4 CONT. (3000 PSI. FIBER MESH 10 �R:; 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED OPTIONAL). 3cN C:) SLOPE GRADE -4- AT TOP AND BOTTOM AS SHOWN ON DETAIL F ON SHEET No. S-4. AWAY ALL SIDES � of w �, 6 MIL VAPOR BARRIER Q z 2) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, z "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TOP #4 RODS VERT. ON 48" O.C. & AT CORNERS. M Q 5EE DETAIL "L" OF SHEET No. S-•4 PER DETAIL "D" ON SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE '• •• : ;` '; VERT. RODS SHALL BE HOOKED 6' INTO p 0� FOOTINGS Q BOTTOM AND 12' INTO SLAB -� C:)FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20��(W)x 10'(H) CONCRETE 0 TOP. FOR HORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL ,,���������� FOOTING REINFORCED 9 ga. HORIZ. JOINT REINFORCEMENT ON SHEET No. S-4. flop, W/(2)-#5 RODS CONT. ON 16" O.C. (MAX.)TPREADED STEEL FROC.D5 FLAN JOB NUMBER - eT01R*%r WALL eECTION SHEET NUMBER .., ;�. 1zi SDH l S-3 OF S-4 1 • (2)Zx Z 5 YL H _ _ ,__ _ c Z z TABLE FOR SHEAR WALLS FRAMING � o b � (GROUND FLOOR) SPAS V►t" i�• n Orn W 0C� THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE — — 1 o* / NOTED IN THE TABLE: v Z A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK E BOARD RESPECTIVELY. � m TTI �` C) SOLE oP4LATE-COMCRETE SLAB ANCHORS SHALL BE 1/2"0 TH 1g5t3�C'il STE15L. R� Ds �Is�r�lgaT N ! AS SH N ON �jAtn 0 F SyEET' S-3. ASD Epmr GRou�o Q0(rS A5 ReLgojfZr,9 gY Tt%(:v &z-Low 11 FLu L_ y DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR 1 ,. `�► SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR. SPACING O7/16" OSB Z (BLOCKED) / 60 O.C. G G x _ SINGLE 6" 12" " O _ _ -- w o ��_ © 7/16" OSB CD V-11 (BLOCKED) SINGLE 4" / 12" 60" O.C. Q o 1 0 LIJ 1v �, I \� � y © 7/16" OSB SINGLE 3„ / 12" 36„ 0 co ` I N — — (BLOCKED) O.C. _j m w .t~s �. N �, m \ x m o m 0 rco J i N >k = ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. co z v o LLi J � w � i a �— Q r ADDITIONAL NOTES: 1) FOR LOCATIONS CLOUDED AS 1( INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE �. CZ)ZX�Z bis BOLTED PER DETAIL "B" OF SHEET No. S-4. LTJ �' 2) FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED C\2 AT TOP AND BOTTOM AS SHOWN ON DETAIL A ON SHEET No. S-4. co II 3) FOR LOCATIONS CLOUDED AS 3 SHALL BE STRAPPED PER DETAIL "N" ON SHEET No. S-4. N I 0 1-4 1.4 — — ,. „ w w 4) FOR LOCATIONS CLOUDED AS 4• SHALL BE STRAPPED PER DETAIL �, ON SHEET No. S-4. F k �\ •"`� � S) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER a N �� DETAIL "E" OF SHEET No. S-4. ^ H 1 x 'F 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON Q (2)zyj2 Z)Al)2 2) ?--LIz (Z)Z�cl2 SCHEDULE "A" ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES _ A ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. �D � W cry 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED n V►`N - t�- > AND CERTIFIED BY OTHERS. � a SCHEDULE "A" I �' ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE OF BEARING WALLS (PRE-ENGINEERED FRAMING) W W UTILIZING ALL THREAD STEEL RODS TRUSS No. OR UPLIFT TRUSS TO TOP o � �, Z O DESIGNATION * (Ibs) PLATE OR TO STUD TOP PLATE TO FOOTINGS w ALL TRUSS ENDS5ECOND FL OO� FfRAMf G PLAN EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS OUTLINED BELOW SHOWN_ON SHEET No. S-3 a"+ CD GsfROUND FLOOfR 5HEAfR WALLS LA% rOUT 'r'{•'(5: '17"r%ut 6 � UT-t,ur-3,UT-y,clf-6, 1/2"0 STEEL RODS SPACED AS � N of--fS,UT l0 601 - 1200 (2) H2.5A, "SIMPSON" CLIPS SHOWN ON SHEET No. S-3 USE (3) ROWS N SCAL..IE: 1/4"=V-011 w OF 12d COMMON USE (2) ROWS NAILS Q 12 O.C. OF 10d COMMON U1• " 1201 - 4750 (3) LSTA36, "SIMPSON", W STAGGER NAILS NAILS 12" O.C. ON BOTH SIDES. STRAPS (-ITT22 ,"SIMPSON", HOLDDOWN N N , UT-N, OT-1, •5EE SHE1rTS '5-?- TYPICAL -2TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" TYPICAL OF (2) 2" x 6" THRU (2) 2" x 12" LL LL SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL v FLITCH PLATES BEARING STUD REQUIREMENTS FORBEARING STUD REQUIREMENTS FOR BEAMS GIRDERS: d DENOTES KING STUD AND "J" DENOTES JACK STUD. 2 N ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED s N N N Lu USE OF 12d2d ROWS COMMON 1/2"0 A307 MACHINE WITH (1 )K+(2)J's AT END SUPPORTS OR (2)K's AT �Z E BOLTS w/ NUT AND W NAILS © 12 O.C. 2"0 STEEL WASHERS INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE C'j STAGGER NAILS @ 12" O.C. , ON BOTH SIDES. SHOWN ON PLAN ABOVE AND DENOTED BY. #-K $ U 4-* p N N NIII ir N wC-%- O A W � (2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL z (2) 1/4- A36 STEEL -T o FLETCH PLATE Q N } z I IULTIPLE MEM5ER CC NNECTIOil DETAIL5 z NOT TO SCALE: - _ o •i BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: r'y " ••• ::'.� JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. �.•. 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS SHEET NUMBER PLUS (1) KING FOR DROP BEAMS. S-2 OF ' Z CL i i i I v ' s i W . W N Z O N_ 65'-6" 34'-6/2' m 201-i1y2" _ -- -- 26'-072' 31_p�11 81-011 13'-911 31'611 t- W JI a I I � • X n Z N v A o 0 o m i .- z = _ — — — — — — — — — — — — — — — ` - — — — — — — — — — — — — — — — \ O - - - - - - - - ella - - - - - I ® � TI � w N - - - - - - - - - <- - - - - - - - - - - - - - - - - - - - - I O N .. O w I I 00 m Lu 21-10112" ., I O > m m •= , v m ui r -ate I I o I v� w i� Q W I I I S I I �' o o <i v zrn F Z i LO C2 0a 3'r�/2 91-711 I - - - - - - - - - - -� \. N II I M Ci cu 311 41-41�r 21411 r — — — — — — a 1--� to SLOPE 2" i I I o I I - w 6 91-0° I I o erg -el F--� b OIT°° a ,.. t - I I I w oO I I I F� O i w t. =• I i i I 1 — O 70 Z LO F ,C I I I `1 I `1 ! � -- __ -- — __ � Ic IIs. I � l•') m N -� I I r l o I 3 z 61rn .. I L— — — — — — — - - — — - - — — — - - 777-77 \ r - - - - - - - - - - - - - - - 4-51 — - - - 41-91- F- �o z ' ~� ►1-4I /z 3°-0 c I c c i SLOPE 1' u' •'v CO z Ln - - - - - - - - - - - - — - - - - - - - - - - — — — — — — — — — — — — — — — "- -- - - - —"' - - - - - - - - - L - - - - L� 421-011 3'-611 13'-6" 101-0" C� 65'-6" . NOTE: THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED *AND POSSIBLE FOOTING DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. L- m z ' � O CONGfRETE FOUNE) ATION FLAN- FOUNDATION LEGEND 2 SCALE= 1/4"_V_011 (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) Q U O 8"x8"x16" CMU STEM WALL w/ Z A FOUNDATION NOTES: �' _ (1)#4 ROD VERTICAL ON 48 O.C. ty 1. DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL & HOOKED INTO 20"(W) x 10"(H) 9 W OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOOTER w/(2)#5 RODS CONT. TYPICAL FOUNDATION DETAIL W 20"(W) x 12"(H) THICKEN N CONCRETE SLAB W/ (2)#5 w \0 - RODS CONT. o - - --'- - - - - - z z_ INTERIOR THICKEN SLAB DETAIL m < O o --- - - - - - — - - ' 20"(W) x 12"(H) THICKEN -- STEP DOWN CONCRETE.S AB JOB NUMBER - - - - - - - - - - w/ (2)#5 RODS CONS`: •,......,., i- two •; INTERIOR STEP DOWN DETAIL 1 '''j e. . T7 >1 SHEET NUMBER �,aZ : .��•o� S-1 OF S ''' rllrr1111 ,11 ELECTRICAL KEYff $ [NOW-aECSW] v o 'v E �$ SINGLE POLE OUTLET o N to 8 cp DUPLEX CONVENIENCE OUTLET Lo d DUPLEX OUTLET ABOVE COUNTER g � $ p WEATHERPROOF DUPLEX OUTLET La 3-- .0 �yy E u o c 'oo A 9' Z5 o GROUND-FAULT CIRCUIT-INTERRUPTER a DUPLEX OUTLET (2 L a, � HALF-SWITCHED DUPLEX OUTLET L12c� 2fiFE a ® SPECIAL PURPOSE OUTLET/JUNCTION BOX ti DUPLEX OUTLET IN FLOOR 10 220V 220 VOLT OUTLET ® OVERHEAD DUPLEX WALL SWITCH g THREE-WAY SWITCH a Q c `� 3 0 �-4 FOUR-WAY SWITCH o o �-R RHEOSTAT SWITCH OM DIMMER SWITCH N_ Ui Q REINFORCED JUNCTION BOX L J CEILING MOUNTED INCANDESCENT PH I PH LIGHT FIXTURE FOF s�ct�; I WALL MOUNTED INCANDESCENT - - - -"- - - - � I 1111 I LIGHT FIXTURE_ I I I 1 v I / I -�- RECESSED INCANDESCENT LIGHT FIXTURE w I A I I RECESSED ADJUSTABLE EYEBALL » m O INCANDESCENT LIGHT FIXTURE r I I I I PC WITTHNPULL ECHAING4T FIXTURE � ' r Hi EXIT LIGHT = F T Q _- EMERGENCY LIGHT x FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN i TRACK LIGHT L- - - - - - - - - -� /�� I Q EXHAUST FAN (VENT TO EXTERIOR) — — EXHAUST FAN/LIGHT COMBINATION MDC Tv gp I (VENT TO EXTERIOR) I 1 I MpC (VENT TO AUST FSR a)HEAT LAMP O c ® CHIMES sp I f-OPB PUsiBUTTON SWITCH — I o ® SMOKE DETECTOR HEAT DETECTOR CO2 DETECTOR THERMOSTAT I t�s SPEAKER F- - - - - - - - - - - - �\� Fz o I b PHONE (1-CATS) ,., @42" I c N DDC (1-CAT5, 1-RG6) f ® MDC (2-CAT5, 2-RG6)< i,wTqI ELECTRIC METER WHOLE I ii �- ELECTRIC PANEL I I �x cn Tv CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) I II L —— — — — — — — — — — _J / I CEILING FAN / WIGHT PREWIRE U PH I (PROVIDE ADEQUATE SUPPORT) P4 I O I W - - - I ELECTRICAL0 NOTES. z _ MOC NOTE-ELECTRIC 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE w DETECTORS AS REQUIRED BY NATIONAL FIRE 1 1 1 PROTECTION ASSOCIATION (NFPA) AND MEETING QTHE REQ1�L1 PROVIDE UIREMENTS AND INSTALL GROUND OF ALL \FAULT CODES Q 2• CIRCUIT-INTERRUPTERS (GFl) AS REQUIRED BY sp I AND MEETING THE REQUI EMENTIS OFF DE ALL GOVERN NG CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED TV 3• DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4• Locnnaas. N ui ..J PH ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. MDC 5. FURNACES, A/C UNITS, ELECTRICAL PANELS, SANITARY SUMP PITS, DRAIN TILE SUMP, AND WATER HEATERS) ARE SUBJECT TO RELOCATION O DUE TO FIELD CONDITIONS. ui �I U) ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16" TO CL TELEVISION OUTLETS. . . . . . . . . . . . .16" TO CL EXERIOR GFI OUTLETS. . . . . . . . . . . .16" TO CL GARAGE GFl (ABOVE GARAGE FLOOR) 48" TO CL FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL _ DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM , OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM . OF FIXTURE C 0 THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL p DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL cp DOORBELL BUTTQN. . . . . . . . . . . . . .LEVEL W/ t DR HANDLE LL KITCHEN WALL HUNG MICROWAVE a ::1 " o N ELECTRICAL PLAN OUTLET 76" TO CL `' c y 3 KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK tis. 0 SCALE: 1/4" V'011 KITCHEN RANGE . . . . . . . . . . . . . . .24" TO CL a o LL _ E CL KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL ' WASHER/DRYER OUTLET. . . . . . . . . . .48" TO CL oo JOB NO. 04-61-0027 SELLERS RESIDENCE CL = CENTER UNE LOT 21 HIDDEN PARADISE 1 = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" SHEETTITLE SHEET SECOND FLOOR E 1 .2 ELECTRIC PLAN L o W ELECTRICAL KEY E $ o NOT_aEM W c `° F$ SINGLE POLE OUTLET = = '8Fl DUPLEX CONVENIENCE OUTLET � °' cn ` DUPLEX OUTLET ABOVE COUNTER 8 n B� - o c E vi 9� E — WIRED FORtj FUTURE FAN/LIGHT �Wp WEATHERPROOF DUPLEX OUTLET E c o c m @ cp o �GFI GROUND-FAULT CIRCUIT-INTERRUPTERQ lu DUPLEX OUTLET o c � tEc9 - $ cC� '3 HALF-SWITCHED DUPLEX OUTLET f ® SPECIAL PURPOSE OUTLET/JUNCTION BOX r 4n: DUPLEX OUTLET IN FLOOR I \ 220V 220 VOLT OUTLET OVERHEAD DUPLEX Awp I J�t �+- WALL SWITCH o o �'►-3 THREE-WAY SWITCH o 0 I Ili 1--4 FOUR-WAY SWITCHGFI o w 'REF.6P!,i ` \` �-R RHEOSTAT SNATCH � w _U DM DIMMER SWITCH - ix LIGHTS IN KITCHEN TO Q REINFORCED JUNCTION BOX L J BE FIELD CERTIFIED I 4 BY OWNER BEFORE \ ` -0- CEILING MOUNTED INCANDESCENT ROUGH IN. i 1 MDC LIGHT FIXTURE PRT - r, T WALL FXTED INCANDESCENT EWIRE GFIj LIGHT FIXTURE (f] FOR FUTURE RECESS -�- RECESSED INCANDESCENT LIGHT FIXTURE LIGHTS. o < 1 NOTE: " INCANDESDCE�UL ADJUSTABLE EYEBALL TURE� ~ FOR 15'-0" I ILIN ` LIGHTS FLOOR PLUG - - INCANDESCENT LIGHT FIXTURE Awl, PC WITH PULL CHAIN I TO BE DETERMINED _ I AT PRE-CON MEETING Q \ EXIT LIGHT GFII I DW EMERGENCY LIGHT — ` = �=� FLUORESCENT UGHT FIXTURE `� rl 43 FLUORESCENT LIGHT FIXTURE ca N I I I WITH PULL CHAIN m --I BRACE FOR DINING LIGHT TRACK LIGHT in o rn I I ` 0 EXHAUST FAN (VENT TO EXTERIOR) m J w 1 I GFl ' - EXHAUST FAN/LIGHT COMBINATION o s � j I / (VENT TO EXTERIOR) -a m M I I CCU m co 1 EXHAUST FAN WITH HEAT LAMP m w (VENT TO EXTERIOR) � � v — _ - - - - - 3 '_��\ �' ® CHIMES � j PUSHBUTTON SWITCH c c o PB "t o s GFI ® SMOKE DETECTOR v a a HD HEAT DETECTOR CO2 DETECTOR QT THERMOSTAT (�s SPEAKER PH b PHONE (1-CAT3) DETAIL FOR RECESSED $4 DDC (1-CAT5, 1-RG6) TC O I STAIR LIGHTS MDC (2-CAT5, 2-RGs) z o � X � I 4 TOTAL- FIELD ® W cc � � I CERTIFIED BY OWNER � ELECTRIC PAELECTRIC NEL - (SEE D Acn IL)WALL I I 2 0 �,�'� �" I `I��I" i i I (PROVIDE!j CEILING AADEQRUATEESUPPORT) Q W MDC — CEIUNG FAN / LIGHT PREWIRE GFI E�qP _.1� (PROVIDE ADEQUATE SUPPORT) HVAC I HVAC J _�_ uj VBACE FOR rNTRY LIGHT Q ELECTRICAL NOTES: Z [NOTEJLECTM) 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE Q W DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION THE REQUIREMENTS OF ALL GOVERN NG CODES AND EG L� LTJ i PROVIDE AND INSTALL GROUND FAULT FOR CENTRAL VAC ` 2• CIRCUIT-INTERRUPTERS (GFl) AS REQUIRED BY NATIONAL ELECTRIC CODE (NEC) AND MEETING \ _ �.� PB THE REQUIREMENTS OF ALL GOVERNING CODES. GFI r ' J 3. DIRECT ELECICALHOOK-UPS/CUTOFFS.TRACTOR TO PROVIDE REQUIRED T W 1 / HVAC CONTRACTOR TO VERIFY THERMOSTAT cm \ G 4. LOCATIONS. / ALL ELECTRICAL AND MECHANICAL EQUPMENT (I.E. ------------ --------- A/C UNITS, ELECTRICAL PANELS / I I SANITARY SUMP PITS, DRAIN TILE SUMP, AND O W ELECTRIC _ i WATER HEATERS) ARE SUBJECT TO RELOCATION ♦ /� PANEL I I i"' i I DUE TO FIELD CONDITIONS. I I � I I I I 1 I I I ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: I I I I SWITCHES OVER COUNTER. . . . . . . . . .48" TO CL I WALL OUTLETS OVER COUNTER. . . . . . .48" TO CL \ REMAINING SWITCHES . . . . . . . . . . . .48" TO CL WALL OUTLETS. . . . . . . . . . . . . . . .16" TO CL BATH VANITY BRACKET OUTLET (1" ABOVE TOP OF MIRROR). . . . . .88" TO CL 1,2 WATER SOFTENER AND SUMP OUTLETS 48" TO CL TELEPHONE OUTLETS. . . . . . . . . . . . .16* TO CL L J� TELEVISION OUTLETS. . . . . . . . . . . . .16' TO CL EXERIOR GFl OUTLETS. . . . . . . . . . . .16' TO CL GARAGE GF] (ABOVE GARAGE FLOOR) 48" TO CL [ ti FRONT DOOR COACH LIGHT. . . . . . . . .84" TO CL GARAGE DOOR COACH LIGHT, , (ABOVE GARAGE FLOOR) . . . . . . .84" TO CL DINING AND BREAKFAST FIXTURE . . . . .64" TO BTM � o OF FIXTURE FOYER AND STAIRWAY FIXTURE . . . . . .96" TO BTM J +� o OF FIXTURE M v THERMOSTAT. . . . . . . . . . . . . . . . .54" TO CL }° _ N ELECTRICAL PLANLL DOORBELL CHIMES. . . . . . . . . . . . . .84" TO CL < a o c in 1/4" I n DR HANDLE a o DOORBELL BUTTON. . . . . . . . . . . . . .LEVEL W/ t rn KITCHEN WALL HUNG MICROWAVE = xo c 0 OUTLET . . . . . . . . . . . . . . . . 76' TO CL m E o O m r- KITCHEN DISHWASHER RECEPTACLE . . .UNDER SINK ): a u. a KITCHEN RANGE . . . . . . . . . . . . . . .24' TO CL J KITCHEN REFRIGERATOR. . . . . . . . . . .48" TO CL WASHER/DRYER OUTLET. . . . . . . . . . .48' TO CL JOB NO. 04-B1-0027 SELLERS RESIDENCE LOT 21 HIDDEN PARADISE CL = CENTER LINE 1 = FIELD VERIFY 2 = MASTER BATH STANDARD 30" HIGH VANITY TO BE RAISED 4" FIRST FLOOR E 1 . 1 ELECTRIC PIAN L a � S B — — w c o O Lo o X-n E a c N E 0 Y3 L ro c rn ? n 3 p c c � �PC�7 '5 1`3 i n 1 X 4 2X4 0 REMOVE AS NECESSARY FOR ELECTRICAL OUTLET g $ 4 7O O N W r r r 0 40.5" D S2Do w- L .� 2 X 4 �'�' ■ C:5 W 40.5" KNEE WALL DETAIL 4'1 4'1 2'-6' 2'0" YI T-3" low W Q l/i `� ! '\, /i' fes, \�\ -.=�• _ �`_ / `\. it HOOD cn co C3 11% fV � Cfl O 'v c REF. SP. �. o o mcacl ca � � - RANGE /. . , m N _ § DW l / I M ,rr v ate. a 4'-0" 2'-6" 7-0" T-0" TI �r 2'-0" ,�- uj SIDE VIEW KITCHEN ELEVATIONS w SCALE:1/2"=1'-0" SCALE:1/2*=1'-0" W 0 - • d z a. w 0 z - w c� o w 0 oC cn T NLu J U) al 04 cl E ! 1 ! I ! I I I ! ) ! I v ! 1 1 I • ! I I cpps�, A i i � coQ o N � 0 rnCO J•' 'k' ..� O t BATH 3 BATH 2 MASTER BATH {1 a LL IZ SCALE:1/2'=1'-0" SCALE:1/2"=1111-0' SCALE:1/2"=VV JOB NO. 04-81-0027 PLAN NAME SELLERS CUSTOM LOT 21 HIDDEN PARADISE SHEET TITLE SHEET FRONT AND RIGHT ELEVATIONS ■ EXTERIOR 0 ELEVATION NOTES o [NOTE-EMLEV] o, 9 a G °' c Y o v 3 1. GRADE CONDITIONS MAY VARY FOR o = o � 8 0 INDIVIDUAL SITE FROM THAT SHOWN. - a BUILDER SHALL VERIFY AND COORDINATE (us p gR-8 PER ACTUAL SITE CONDITIONS. o L = e o, 2. PROVIDE ROOF AND SOFFIT VENTS ASa vE .Z. o c .o . `� ats ' -- REQUIRED BY CODE AND MANUFACTURERS L2z :5 r SPECIFICATIONS. -- ...- ......_ 12 Z ------------------._.-----__-. _.____...-.------.___--_----.-..--_-_....._.---.-.._.__ ASHPALT SHINGLES _._._..___..__.._..._.._._...._.....-----..__....____.__._...--._._.._.___._. S g N to O r S O O � O 0 W ca SECOND FLOOR PLT . � Co w lei 4" FRIEZE(TYP) 00 ��y ' L) w 4 TRIM (TYP) VJ 12 LAP SIDING (TYP) Z SECOND FLOOR F.F. - - - - - - - - - - 01-011 FIRST FLOOR PLT. 10'1-18" co CLQ N .5 C14 co C, N C6 M 8" SQ FRAMED COL � X O O lL m � � ca w C6 N - _ - FIRST FLOOR F.F. co 01-011 �i 4 0 o FINISHED GRADE 8" BANDING (TYP) LTJ cn E E , w RAR 12 Q �i oc c..) SCALE:1/4"=1'-0' ' Lu ASPHALT SHINGLES (TYP) LiJ SECOND FLOOR PLT. LTJ Q cn 4" FREIZE (TYP) cc 00 CV LTJ LAP SIDINGall ILI o L!J --- -- ----------_ - - - - - - - - - - - - SECOND FLOOR F.F. Of -011 FIRST FLOOR PLT. _' - _ ___ ------ --- --- -- ----'--- ---- ---___-------------- 10'1-18" GARAGE PLT. _ - - - - - - - - - - 8'-11/8" co 8" SQ FRAMED COL 4"TRIM TYP ' two FIRST FLOOR F.F. _ - - - - - - - - 0'-0" r ° a GARAGE FLOOR , 0 �` CD 8" BANDING (TYP) FINISHED GRADE ' J M LL c CD C) � m o rn •- m °J O t LEFT ELEVATION (L LL (L A SCALE:1/4"=Ill r JOB NO. 04-81-0027 PLAN NAME SELLERS CUSTOM LOT 21 HIDDEN PARADISE SHEETTITLE SHEET REAR AND LEFT ELEVATIONS . ry ■ EXTERIOR a E ' v E To ELEVATION NOTES -219 1 o � [NOTE_EXTELEV] o, 22 t' a `° 1. GRADE CONDITIONS MAY VARY FOR E o EL " INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE j o L PER ACTUAL SITE CONDITIONS. v 8 2. PROVIDE ROOF AND SOFFIT VENTS AS " - - REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 12 -- �7 � � N .a. W —_—.. .__-__-..____.•-_-.._.-_.._.._ -. 4. ----_------.--------------_--._.__._._ - - SECOND FLOOR PLT. - - - - - - - 9'-1 1/8" LAP SIDING (TYP) SHAKE F-- ; � mow - V ASPHALT SHINGLES(TYP) » ; zo V)a, L=�Jji-1 W Q 12 � - SECOND FLOOR F.F - - - - - - - - - - 01-011 12" GARAGE HEEL - ---_---- ------_---- ----_--- - - - - - - - - - PORCH PLT. 9'1-1/8 '- _ _ _ AK co N GARAGE PLT. - 8'-1 1/8" C-0 opo N N cd M C" Ca 4" FREIZE (TYP) o o ii 4"TRIM (TYP) © © � o, ❑ ❑ ® cL ~ ca 10" SQ. COLUMN W/ m m STOCKBRIDGE INSERTS CAP AND BASE (TYP) C.2 o ca j rn AMERICAN SERIES----_ o °' hi TYPE C FIRST FLOOR F.F. CL Cx- — — — — — — — _ of-a" — 0 GARAGE FLOOR- -F-71 LOOR_ — $" SANDING (TYP) FINISHED GRADE Lu cn C) FRONT ELEVATION ui SCALE:114"=V-G" 12 C) �7 z � w c� SECOND FLOOR PLT. rr ASPHALT SHINGLES (TYP)�� 4" FREIZE(TYP) "TRIM (TYP) ASPHALT SHINGLES(TYP) �� _ 4 N _J J W - 12 cn SECOND FLOOR F.F. - - - - - - - - 0'-011 FIRST FLOOR PLT. 10'1-18" PORCH PLT. 9'1-1/8 - - - - GARAGE PLT. _ 6" TOP TRIM (TYP) - 00 T 4" SIDE TRIM (TYP) E ..a 10" SQ. COLUMN W/ .tv CAP AND BASE(TYP) Ll r--� 2 x 4 SILL(TYP) r� n L 9 0 FIRST FLOOR F.F. — ] u 0 0-011 to _ o N GARAGE FLOOR -j — — — — — — — — — — — — — — — — — — — — — FINISHED GRADE � � `�`:•' '. f LL "' 8" BANDING (TYP) o `.; CD C ,. o d r- RI HT ELEVATION a LL a� SCALE:114"=V-0" r JOB NO. 04-Bl-0027 PLAN NAME SELLERS CUST01A LOT 21 HIDDEN PARADISE SHEET TITLE SHEET FRONT AND RIGHT 4d ELEVATIONS • L 0 0 c $ $ E3 0 $ v � o W o_ c cn N �o g E_ � o c � io 3:: E — ro rn � `cg 4aC CL o o ct- w SLOPE 7:12 SLOPE 7:12 6co co t-L S r N AD.2 O p O - N rn q q w w [A 9'-1 1/8' PLT. EL 2 N V l II I w w = VLLo -1 — w Q co � I II I 3 C — yf AD.2 c%j N 0 cn CO s UJI SLOPE 7:12 N t° U RIDGE m �i ti �L ti dp N M _ _ Izo Ca co mN - l- -- I _ I O_ o SLOPE 7:12 rn ai Fr II W cn w I �� o JQy�Y C) II I < W IIII LZ W AD 2 Q _ II IhI z � ll W c T-11/8"PLT,LEVEL 2 Q I I I -- _ cn A0.2uj I N SLOPE 7:12 I O W SLOPE 7:12 I SLOPE 7:12 I I � 9 AD.2 I ��Q SLOPE 7:12 a I I 'yfo o Z6I .`ill to ra, PLT. 9'-11/8"PLT ,2 ,m � 1 19 i'1t' A CD "a o 7 _ n f[ CD �'`." CD ~. N ROOF PLANCC) ci �} O N O � C � SCALE: 1/4" _ V-011 a ILL CL r JOB NO. 04-BI-0027 PLAN NAME SELLERSCUSTOM LOT 21 HIDDEN PARADISE SHEET TITLE SHEET ROOF LAYOUT A 2.3.3 / r UPPER FLOOR NOTES o iT n E E 22 NOTE-FLOOR o2 co 1. WINDOW GRILLS ARE STANDARD IN FRONT Z 1 v o AND SIDE ELEVATIONS AND REAR ELEVATIONS TO BE CLEAR. 2 $ :g.g -�g 2. ALL UNDIMENSIONED PARTITIONS ( `) ARE g ~ o � cn , 3 3 1/2" ROUGH. 4 � aa � X, � 3. ALL ANGLED PAR71TIONS ARE 45 DEGREES 'o @ > o = _ UNLESS OTHERWISE NOTED. �" " `- -B 8 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 35'-0" 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE 11'-82" 2'-1" 4'-11' 16''32" NOTED. ALL SUCH CONCENTRATED LOADS $ $ 1 " 1 " SHALL BE TRANSFERRED TO FOUNDATION a g °` � N .— O 3'-3y 6'-7" 1'-10" 4'-10" S-4" 3'-4" 4'-9Y VIA BEAMS, POSTS AND/OR SOLID o o BLOCKING. o W 6. ALL EXTERIOR DIMENSIONS ARE TO FACE � > SH3050 SH3050 9'PLT SH3050 SH3050 SH3050 OF STUDS UNLESS OTHERWISE NOTED. 7. ALL TRUSSES TO BEAR ON EXTERIOR DBL R/S WALLS AND/OR GIRDER TRUSSES UNLESS — 9'CLG. I OTHERWISE NOTED ON FOUNDATION PLANS. 0 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 9 M (– – – – ; – – – – –1 I I HANGERS & SET SPACING FOR ALL TRUSSES. 10 C-G. I I 2668 PKT I _ 9. WINDOW SUPPLIER TO VERIFY AT LEAST �� I I 50 BIFOLD N I ONE WINDOW IN ALL BEDROOMS TO HAVE �'» w I I a a I I A CLEAR EGRESS OPENING OF 5.7 SQ. FT. WITH MIN. DIMENSION OF 24" IN HEIGHT AND r MASTER SUITE 20" IN WIDTH; SILL HEIGHT NOT GREATER ' low ` r ^ DBL R/S THAN 44" ABOVE FLOOR. I BEDROOM 2 I is eE �iLs 8" 10. BALLOON FRAME ALL EXTERIOR WALLS d .N 9'CLG I 9'CLG.TREY TO 1�0' I — � �-� (ABOVE 8'-1") TO UNDERSIDE OF ROOF .+ U I 13'-6"x 14'-l" I L J SHEATHING - PROVIDE FIRESTOPPING N 9'CLG. 112 x 12 FLAT EVERY 8'-0" VERTICALLY IN WALLS > 8'-1". X. 2668 I FOR FIXTURE 11. ALL HANDRAIL BALLUSTERS TO BE SPACED SUCH THAT A 4 SPHERE CANNOT PASS BETWEEN BALLUSTERS. N 10'CIG I N, ( 12. ALL ELECTRICAL AND MECHANICAL / L_ – – – – – – – – J / I EQUIPMENT & METERS ARE SUBJECT TO (O cv "' / 9'CLG. / I a RELOCATION DUE TO FIELD CONDITIONS; N 2 X 6 / 2668 CONTRACTOR TO VERIFY. o _ I 13. FOR ADDITIONAL NOTES SEE GENERAL > � cu 2'-7" 4'-52^ 2868 I NOTES ON TITLE SHEET & DETAILS. o) i 18" 5 STACK 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE c M N N O 2^ D/S 2868 2 X 6 84" ABOVE FINISH FLOOR (U.N.O.). C ai ca 2'-6 N o GARDEN TUB DBL R/S I 15. WINDOW MANUFACTURER TO TEMPER ALL m N — WINDOWS 2' WITHIN DOORS, OVER TUB & o " 5'82" T-0 2^ BATH 2 / 9'CLG. I o SHOWERS 7 WINDOWS WITHING 18" OF THE > �' 10'62" /-3 4 1 t 9 CLG. I m m N / 2068 P FINISHED FLOOR. oo � a ai 16. ALL SHOWERS TO HAVE DBL PLYWOOD a �, o� 2668 9 CLG. bd ED FLOORING. "' 9'CLG. 2668 DBL R/S 24"DS o a n N \ O — \ 868 CATHEDRAIL FROM 9' o "' \ \ N � - - - - 10'CLG. - -_ l �� 0 2 X 6 I ('o L"n o I I / 48 BASEK Y 42"H KNEEWALL I o ti / I I / W/GLASS ENCL. 1 ^ 1 " UTILITY �w / I ui 1 '-8� 2'-10y2' '1 2 9'CLG. BEDROOM 3 9'CLG. 9'CLG. IHOLE� 6'-2" 3'-10" 2.-/2. V-3' 1 " 2'12" a 9'CLG.TRAY TO 10' o I 13'-6"x14 1 I L^IVA = I Q N �' I 1 _N � Z X N \ I I o u I ��� I 2668 o N �, �L/SJ� n11 / I 'CC w o – m - - OC V / 9'CLG. DR R / N NujON9 RR F I 50 BIFOLD 7. 5" O 2'-0" 101-6 �* SEAT z D N ^DBL R/S 2868 PKT �.. SH3044 w cn 2 X 6 uj 0 5 S 7. 5' I I Q 7'-02" 5'-52" 3'-82" 5.0.. OPEN HANDRAIL MEDIAI ROOM 9' M � G. 17'-51414 '-0" T' r L J12 x 12 FLAT FOR FIXTURE 0 UJ . I J I 2 X 6 SH3044 91 PLT SH3044 -- — Ud h u -F- u Evirme 4'-3y2' 9'-6" 5'-11" 9'-4" 5'-112" 2 x 4 WALL .c a 4 a 13'-92" 21'-22" L 2 x 6 WALL T co 35-0' 2 x 8 WALL C) N ti AREA TABULATION LL LL FRAMINGPLAN FLOOR PLAN MAIN FLOOR PLAN 1274 SQ.FT. `� Ca „ _ _ SECOND FLOOR 1492 SQ.FT. m .E SCALE: 114 — 1 -0 SCALE: 1/4" — 1 -0 -` '' j TOTAL A/C AREA 2766 SQ.FT. JOB NO. 04-BI-0027 01 LANAI 135 SQ.FT. SELLERS RESIDENCE FRONT PORCH 114 SQ.FT. LOT 21 HIDDEN PARADISE GARAGE 555 SQ.FT" SHEET TITLE SHEET TOTAL AREA 3570 SQ.FT. SECOND FLOOR FRAMING ^ ^ FRAMING PLAN L L FLOOR PLAN J r o MAIN FLOOR NOTES > c, — n oE � B � 1= o 0 10 _ C O (a 1. WINDOW GRILLS ARE STANDARD IN FRONT a AND SIDE ELEVATIONS AND REAR o 0 8 g; ELEVATIONTO BE CLEAR GLASS. o �+ „ 12'8" „ ro $ - oflo 2. ALL UNDIMENSIONED PARTITIONS ( 'I`'I`) v v ARE 3 1/2" ROUGH. E '" s ° N _E 3. ALL ANGLED PARTITIONS ARE 45 ` '` n 3 E `a o' t a CL;5 s = � � v � _ DEGREES UNLESS OTHERWISE NOTED. 32 �� � � � 3 � il 4. PROVIDE MINIMUM 2-2x12's w/ 1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING COL. g SQ, WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN. AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS 8 cs 35'•0" 8'3" 4'-t�" 3'-4' 8`9�" 10'6" LANAI 6 rZ SHALL BE TRANSFERRED TO FOUNDATION o 6 0 N VIA BEAMS, POSTS AND/OR SOLID rn 6 N c 13-6",0-0" 6. BLOCKING. w `- ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. > > 7. ALL TRUSSES TO BEAR ON EXTERIOR cinUJ WALLS AND/OR GIRDER TRUSSES UNLESS t „ ; OTHERWISE NOTED ON FOUNDATION PLAN. L 2.3Y 8. TRUSS MFG. TO SIZE MEMBERS, FASTENERS, 10'PLT. i 28681-L 3060 SH 3060 SH 12'x 6'-8" QUAD SLIDER HANGERS & SET SPACING FOR ALL SOFFIT BOTTOM AT 7' TRUSSES. (f] _n 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE ` w I I I 39" EF. Pi I A CLEAR EGRESS OPENING OF 5.7 SQ. FT. y► _ » O WITH MIN. DIMENSION OF 24 IN HEIGHT AND n L I I 11 " 1 �, I I u 20 IN WIDTH; SILL HEIGHT NOT GREATER _u HB — I THAN 44 ABOVE FLOOR. r'i w I I 10. BALLOON FRAME ALL EXTERIOR WALLS = v ) I 36"iBC (ABOVE 8'-1") TO UNDERSIDE OF ROOF I 1 I EVERYH8'0" VERTICALLY RINSWALLS > 8'-1". --i-- I 24"DIS 11. ALL HANDRAIL BALLUSTERS TO BE I I „ I i 4IBC I 1 4 " C 4 . `h W/ 4 PASSSPACEBETWEEN BALLUSTERSUCH THAT A 40 PHERE CANNOT N VENT TO EXT i '-2" 7' ' OP P W " 12. ALL ELECTRICAL AND MECHANICAL ®� I OP GREAT ROOM EQUIPMENT & METERS ARE SUBJECT TO v MIC 00 10'CLG. RELOCATION DUE TO FIELD CONDITIONS;co ®� x 6 LL 24'-3"x 23'-6" CONTRACTOR TO VERIFY. � I , 13. FOR ADDITIONAL NOTES SEE GENERAL -a N x I I I I NOTES ON TITLE SHEET & DETAILS. m -1 11- I I D/W 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE rn u- v I 48IBC I 96" ABOVE FINISH FLOOR (U.N.O.). o � 15. WINDOW MANUFACTURER TO TEMPER ALL o m � I _ s'7" 3'7° 5'1• 7'3�" 2'-5�" 4'9�" 5'-2�" WINDOWS 2 WITHIN DOORS, OVER TUB & t 4 SOFFIT BOTTOM AT 7' — — SHOWERS 7 WINDOWS WITHING 18" OF THE m rn I 4 FINISHED FLOOR. m a) I I <V M p C O Ifr) I ,._ 48"IBC i N a° a a I 1 I b I I J ROD AND SHELF N 50 BTFOLD 408 .OP 2 x 6 WALL CV N CV — � `� r I 1 I 2868 �/�rBATH 3 I 2668 PKT 3'6° 3'-1° `��3'-7" I `Y' o � / 10'CLG. o = �\ 42 lkNEEWALL^ GLASS ENCL CID m _ T L. 4' BEDROOM 4/ OFFICE 10'CLG. I AC CONDENSO J R S OWE I "' 10'CLG. N W/ D f� ¢ I 9'-10"x 11'-10" Ln I I W C? r I OD c" 2068 / 2x6W UP19R ES II N `" I \ \ ; I 1 7.25"PE RISE I I 1"PONv, WALL W/ HB OPEN HANDRAIL i I W C!� 2868 SC � WH \I HANDRAIL I I — — — HEADER @ 8' — Q W I I Hvac I Hvac I FOYER cn 2''8/2" 2'-4�" —--I ——� 9 CLG. `-" — ----- — — T-10"x 7'-0" 2868 SC '- W r GARAGE r 3080 SC O Li a 8!_011 PLT. - � 26'-0"x 21'-6" ° ---------- -•------------------, FRONT PORCH ----------- ------ 19'-0"CLG. �� 1 I 1 1 I 1 8-5"x 12'-0" I I I I 1 I I 1 1 I 1 1 i I I I I I I I I 1 I 1 I I 1 I I °m�n tt 10"SQ.COLUNMS ° 8070 OGD i 2 x WALL 8070 OGD W/CAP AND BASE A I 27 f •/ •� 0 f f •' I .i 1 1�• I q� h •� " •f •d �Z=3 7'-3 2 2 cb r l -t2-o•:� 2 1~. 2.• '�i• O c i f iti•' i =1 s i I. I N V A I +� M l' i• f^ •i O N i '•8'-5 .I 26- - . J v w ! I tl N � x: � AREATABULATION 35 0" 2 x 4 WALL ..=; „ 1 o c i MAIN FLOOR PLAN 1274 SQ.FT. r ccx r ,I 2 x 6 WALL �: _ m t SECOND FLOOR 1492 SQ.FT. a TOTAL A/C AREA 2766 SQ.FT. JOB NO. 04-BI-0027 11 FRAMING FLD R PLAN LANAI 135 SQ.FT. SELLERS RESIDENCE SCALE: 114" = 1'-0" SCALE: 114" = 1'-0" FRONT PORCH 114 SQ.FT. LOT 21 HIDDEN PARADISE GARAGE 555 SQ.FT. SHEET TITLE TOTAL AREA 3570 SQ.FT. FIRST FLOOR A 2. 1 FRAMING PLAN FLOOR PLAN g o ooEo vl p N O d Q 0 35'-0" i � Is 13'-6" 4'-11%" 12'-1.. 4-51� T-3° 3'-0" T-3° — — — — —— — — --- — — — — — — — –� " I cog O' O O r N i /• I OQ L � D � 4 `.. .i I I I / I C/) -0'-5"STEP DN I I -0'-5"STEP DN W M O —I 'J � �" !/ fix:xi,��>/�lpt,�� v9� t'. !�.✓'��,;:�,�«f � .:.,1�16Ja•.. ,ti.��� i .///i iI- - - - - - - - - - - - - � -- - - -- - - - - - -- - - - - - - - - -- - - - -� i W REF.SPu SUPPLY ELEC. ( a•. TO ISLAND HBI ' 3�f CONC.SLAB W/6X6 NO.10 WWM OR ,! I I I -04� FIBERMESH REINF.OVER VAPOR BARRIER; I I nOVER CLEAN COMPACTED TREATED FILL I co -oo FLOOR PLUG I /- I N o SINK W/ I �} VERIFY w/SUPERINTENDENT I f `ca v' ® DISPos. I I I I � ca _ I I VERIFY INTERIOR BEARING WADS WITH TRUSS ENGINEERING c au '6 N I ( DW I41 15'0" I / I an N J '-0"FIN.FL. I j I a C:)0 / I 3 i I I ' I AD1 I I w r�3'-3" 4'-0" 101-00 I I _ ! I � I 12�'Si" I I _b I I N n I Q w Lnko rr `J W R ESS SH RI / I C) 4"CONC.SLAB I I \ O I Ln ui 4 I / I C- - - -- - - - - - I i On r6 21-0 2 11'-02" aD.13,0" \ 11'-6Y2" I HB I 1 % L -- - - - - - - - - - - - - - - - - - - - - - - -- Ii I W i,i' ///777/i I 1 — — — — - - - - - - - - eel I % 14"STEPDOWN 36"FROM WALL ui 1 2 4141 42X42 CONC `a 10 7 I I a. ADA l I i I I I f l 4 i l Lu I I I N I i I -1'-8"GARAGE SLAB -0'-5"STEP DN o I II I i1 11 I I aD.l , I E ADA LL cirn C3 25 rl o ai 2'-1 2 r 1 1 a2 26'-7" 6' y'. j Wi 3il-0" -- "i JOB NO. 04-Bla27 ,- i °� PLAN: SELLERS CUSTOM _ LOT: 21 HIDDEN PARADISE SHEET TITLE SHEET FOUNDATION PLAN A 2.0 "O r o a _up J8 $ N Periods only used on one word abbreviations, if the abbreviation '° s >_ y > > SHEET INDEX � N � � � E N E R A L NOTES 4D ABBREV1ATIONS is i different word b itself; e. ARCH. BIT. and LAM.G Periods are usually used when abbreviating multiple words, unless they o s U `° o 0 ,, � � .� � _ are very common without periods; e.g. AN, HVAC, R/A, and WWM. - � fl 'b E3 : r �ri � .Q � '� o nU A.B. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. FACE BRICK P P.BD. PARTICLE BOARD ARCHITECTURAL Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CONC. PRECAST CONCRETE A A /� ACC ACCESS F.D. FLOOR DRAIN P.E. PORCELAIN ENAMEL O.0 COVER SHEET Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. ACOUSTICAL TILE(CLG) F.E. FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOM(LINE) PERI PERIMETER A11 INDEX ABBREVIATIONS 2. Minimum Design Loads: A.D. AREADRAIN F.G. FIXEDGLASS PKG PARKING . > r SYMBOLS AND a Install ill (min.)fell under all Shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) GENERAL NOTES FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE , 10 P.S.F.Dead Load C. Nails only to be used for roof shingle attachment ADJ ADJUSTABLE FLG FLASHING PLAS PLASTER O r r N O No staples allowed. AGG AGGREGATE FLR FLOORING) PNL PANEL O O r N A.H.U. ) PNT PAINT(ED) AIR HANDLING UNIT FLUR FLORESCENT t ROOF: 40 P.S.F.Live Load o o 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FN FENCE PR PAIR(OF) LAYOUTS ALUM ALUMINUM FND FOUNDATION PREFAB PREFABRICATED in W A.P. ACCESS PANEL F.O. FACEOF PSF POUNDS PER SQUARE FOOT U.1 W Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5"(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4" aPx APPROXIAMTE FP FIRE PROOF A2.0 FOUNDATION PLAN � - PSI POUNDS PER SQUARE INCH � Engineering for all structural details,Specifications,and notes. .20 gauge aluminum with baked enamel finish. ARCH. ARCHITECT(URAL) FPHB FIRE PROOF HOSE BIBB PTN PARTITION Lnw A2.1 MAIN FLOOR PLAN/ FRAMING PLAN ASPH ASPHALT FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) A2.2 SECOND FLOOR PLAN/ FRAMING PLAN JA.T. ASPHALTTILE FR FRAME(D)(ING) PV PAVE(0)OR PAVING AUTO. AUTOMATIC FS FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) 3. CONCRETE 6. INSULATION AVG AVERAGE FTG FOOTING PVMT PAVEMENT AWNG AWNING FUR FURRED(ING) PWD PLYWOOD A2.3 ROOF PLAN A. Foundation types and designs may vary with the individual pertinent soils conditions.on A. Provide R-11 (Min.)batt insulation in all exterior watts and R-19(minimum)blown insulation 638 36'WIDEBASE CAB. GA GAUGE Q.T. °UARRYTRE w each lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior onto unheated B G /12.4 FRONT & RIGHT E LEVATION � (n where inadequate soils or landfill occurrences require special or additional n for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property BD BOARD G.B. GYPSUM(WALL)BOARD q q �'� P P � ' '' structure or gas mitigation due to these occurrences. R-11 Batts at fireplace chase walls and under fireplace unit. BF BI-FOLD(DOOR) G.C. GENERAL CONTRACTOR R RISER(ON STARS) A2.5 REAR & LEFT ELEVATIONS BIT. BITUMINOUS GO GRADE OR GRADING R RIA RETURN AIR1♦ w BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R.B. RUBBER BASE A2.15 INTERIOR ELEVATIONS 210 M BLDG BURRING GFI GROUND FAULT INTERRUPTER RAD RADIUS _ r BLK BLOCK(CMUs) GL GLASS OR GLAZING RBL RUBBLE B. All design,revisions,engineering,installation and liability of soil oonditans,gas mitigation BLKG BLOCKING GL.BK. GLASS BLOCK R.D, ROOF DRAINis - and structural designs due to inadequgte soils or landfill oocurences shall be the BM BEAM G.I. GALVANIZED IRON REFS REFRIGERATOR responsibility of the'Builder-Developer"or irs subcontractors involved with the design and 7. DRYWALL B.M. BENCH MARK GT GROUT REQ REQUIRED = r installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) RES RESILIENT v�7J BRG BEARING 42-H 42-HIGH(WALL) REV REVISION(S),REVISED implementations. A. All walls to hav@JZ'gypsum and all ceiling bpJt�,tsumV ceiling board unless BRK BRICK H6 HOSE BIBB REINF REINFORCEO(WG) DETAIL SH E ETS noted otherwise. B.S. BOTH SIDES H.C. HOLLOW CORE RFG ROOFING BSMT BASEMENT HD HEADORHARD R.J.B. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D. HEAT DETECTOR OR HEAVY DUTY RLG RAILING A D.1 WALL SECTIONS/FOUNDATION D ETA I LS C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN HDR HEADER R&M RANGE W/MICROWAVE per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDW HARDWARE RM ROOM AD2 ROOF DETAILS B.W. B . 130TH WAYS HGT HEIGHT R.O. ROUGH OPENING N H.M. HOLLOW METAL R.O.W. RIGHTOF WAY ti C R&S ROD AND AD.3 MISC DETAILS 8. INTERIOR TRIM AND FINISHES to be selected by contractor. CAB CABINET HORZ HORIZONTAL � CV C.B. CATCH BASIN H.S. HOUR A D.4 MISC D ETA I LS m CID D. Soil test must be approved by Geo technical Engineer prior to footing pour. CEM CEMENT H R. HALF ROUND(WINDOW) SC SOLID CORE(DOOR) � 9. DOORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER SCH SCHEDULE OF CUBIC FOOT HTG HEATING SD SMOKE DETECTOR A D.5 MISC DETAILS E. All concrete footings are designed to bear on minimum soil pressure of 3000 ps.f.and CHAM CHAMFER HVAC HEATINGNENTRATINGIAIR COND. SEC SECTION fl N X shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. 0.1. CAST IRON HWD HARDWOOD(FLOORS) S.F. SQUARE FEET m Cn (� reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACECONC. SF.GL SAFETYGLASS or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE ' I.B. IRONING BOARD S.G.D. SLIDING GLASS DOOR t performance standards ANSVAAMA 101-88 for metal windows DH-C40 forvinyl windows CIRC CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG OR SHELF(VING) 0 M and the CRF shall not be less than 55. C.J. CONTROL JOINT OR CONSTRUCTION JOINT I.L.O. TIN LIEU OF SHITELECTRICAL CK CALK(ING)CAULKING) I.M. INSULATED METAL SHTHG SHEAwHINGSHEET •J m N F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.i. CL CLOSET OR CENTER LINE INS OR INSUL INSULATED(TION) SIM SIMILAR CLG CEILING INT INTERIOR 0 CD CD CLR CLEARANCE) <D SKYLIGHT C. Provide insulatingdouble glazing at all exterior lass areas and tempered lass in all sly SL SIDELIGHT OR SLEEVE � W 9 9 9 P@ 9 n9 GLS CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) J JT JOINT SNT SEALANT E1.1 MAIN FLOOR ELECTRIC PLAN o m G. Provide minimum 4'concrete cover at under slab utility locations. When concrete glass doors and in windows as per local codes. CM cENTIMETER(s) SPC SPACER CD C encasement ofutilitylines is required,increase slab thickness at the utiilityline. Install CMU CONCRETE MASONRY UNIT SPEC SPECIFICATIONS E1.2 SECOND FLOOR ELECTRIC PLAN ° C utilities lines well below Slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN SPK (AUDIO)SPEAKER(S) ct 4 Q. openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT STD STANDARD STEEL H. Provide isolation joint material(asphalt CONC CONCRETE KPL KICKPLATE(ON DOOR) STG OR STO STORAGE impregnated)between foundation walls and all slabs COND (AC)CONDENSER KIS KNEE SPACE STL STEEL Including patio, porch and sidewalks. CONST CONSTRUCTION LAM. LAMINATE(D) STR STRUCTURAL UJ 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS I. Provide`Zi Strip*or tooled control'Dints where indicated on the foundation lolls. CONTfl CONTRACTOR LAV LAVATORY(SINK) S° SQUARE DIMENSION NP P 1 P CORR CORRUGATED LB.O. LOCATION BY OTHERS SUS SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, 00 CPR COPPER LIV LIVING S.W. SHEAR WALL bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET L.L. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) L.P. LAMINATED PLASTIC T.B. TOWER BAR Q CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C.ST. CAST STONE LT. LAUNDRYTUB TO TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the C.T. CERAMIC TILE LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. < UJ following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no screws)to CTR CENTER TI COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) 8Xt8ri0:. CX CONNEXTION LVR LOUVER CY CUBIC YARD T&G TONGUE&GROOVE 2800 psi in Bending,Fb TEL TELEPHONE 285 psi In Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as r local Dods below adjacent M METERS) THK THICK(NESS) LU P P per l� D 12'D 12'DEEP MAX MAXIMUM THR THRESHOLD 2,000,000 psi in Modulus of Elasticity,E finish grade. D DRYER,OR DRAIN MAS MASONRY T.O.C. TOP OF CONCRETE DBL DOUBLE MATL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MC MEDICINE CABINET T.O.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inside or outside of the buildup fine unless rioted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.O.W. TOP OF WINDOW Q otherwise. DEP DEPRESSED MFR. MANUFACTURER TR OR TRN TRANSOM(WINDOW) DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted,provided: E. In all buildings a continuous conduit shall be installed from the water meter to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTLET OR LOCATION remote water meter reader at a location to be approved by the Water Department. The DH DOUBLE HUNG MIR MIRROR TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor c able supplied DDIMLAM DIAMETER MISC MISCELLANEOUS W a building in accordance with commentary and recommendations as published by the Truss and installed by the electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) DOOR) Q D.L. DEAD LARD MM MILLIMETER UNF UNFINISHED Plate Institute. The water department shall make the connections. DN DOWN(STAIRS) MMB MEMBFi,kNE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY LIJ D.P. DAMP-PROOFING M.O. MASONRYOPENING Q MOD MODULAR UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. DR DOOR " VB VANITY BASE 2• i'high density T&G,Plywood subfloor glued and nailed. Panel Span rating shall be APA DRY DRYER MACHINE MRB MARBLE v V.B. VAPOR BARRIER 24/32, Exposure 1,with seated edges. install r manufacturers q and DS DOWNSPOUT MTL METAL VB36 36"WIDE VANITY BASE 1 I i', I )1 y tttttttttttttr� Pe Spacing s 111I� (I 1111, ,III';` I')Il reCOmmertdatlonS. F. Water Service Shall be 1'minimum from each exterior shut off valve. DB DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICALI �� � I•'I!1 t�. iMi D.T. DRAW TRE MULL MULLION OR MULLED VIN (SHEET)VINYL DTL DETAIL V.S. VEGTABLE SINK DW DISHWASHER N/ANOTAPPLICABLE V.T. VINYL TILE C/3 Y47 3• "underlayment(minimum)under vinyl or tme he on wood frafloor systems. G. All shower head heights to be 80'AFF at fiberglass showers and 84'AFF at ceramic DWG DRAWING N.I.C. NOT IN CONTRACT LLI Showers. NL NAILABIE F DWR DRAWER NOMINALNOM 'A/ W3630 36'WX30'HWALLCAB t5 EA EACH N.T..S. NOT TO SCALE YY W WIDE OR WASHING MACHINE 4• Min 4/ high density O.S.B.wood roof sheathing with'H'actor APA panel span rating shall E WC WATER CLOSET be 24/0,exposure 1,with sealed edges.Install per manufacturersspacing and edge EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WD WOOD recommendations. E.F. EACH FACE IMPORTANT NOTE: O QA OVERALL WF WIDE FLANGE(STEELBEAA� E.J. EXPANSION JOINT OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG ELEC ELECTRx;(AL) O.CAB. OVERHEAD CABINET WI WROUGHT IRON UJ D. Roof truss systems shanbefabricated with wood chords and wood webs inaccordance with ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELECTRICALPANEL designs prepared under the supervision of a registered professional engineer. O.D. OUTSIDE DIAMETER R WIC WALK-IN CLOSET EQ EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE OH OVERHEAD W1 W10 WITH OR WITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COOLER OPNG OPENING WP WATERPROOF(WG) EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. approval es roof beamubmk2setsofseated CLARIFY CONFLICTING INFORMATION. EXT EXHAUST ATTIC VENT CALCULATION shop drawings to builder for OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER EXT EXTERIOR approval of roof trusses and beams WSCT W.T.W. WALL TO WALL WWM WELDED WIRE MESH F. Mims exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit panels and cedar siding.See elevations for locations. G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLS FORMULA: sill. 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF H. Exterior deck construction shall be with pressure treated lumber with dimensions as `c ., y_ ��;4 CEILING Indicated on theplans. - T�5 EARTH I , �/' PLYWOOD *144 SQ. IN. = 1 SQ. FT. .:1 I -T ;, ELEVATION KEY OR SECTION KEY BLDG. CEILING (SF) X 144 = BLDG (SQ. IN.) SHEET NUMBER SAND OR GRAVEL FILL f , ' III INSULATING SHEATHING BLDG. (SQ. IN.) / 300 = SQ. IN. OF VENT. REQUIRED WOOD STUD PARTITION BATT INSULATION SQ. IN. OF VENT REQUIRED / 2 = 50% AT RIDGE & 50% AT y DETAIL NUMBER OR SECTION KEY EAVES 9:G7 rd SHEET NUMBER2 3-2X4 W000 POST OR 2-2X61 : RIGID INSULAl10N UNLESS OTHERWISE NOTED 1 6 BRICK T / WATER CLOSET Mal C�fl AREA TAB LATI CONCRETE BLOCK � � '� u m T CEUTERl1NE D`:<. `t... CONCRETE MAIN FLOOR PLAN 1274 SQ.FT. N TUB/SHOWER HB HOT BIBB (FREEZE PROOF) SECOND FLOOR 1492 SQ.FT. i STONE �`�!� � ti ®-- GAS LINE STu6LAVATORY TOTAL AIC AREA 2766 SQ.FT. z a. .- STEEL T CD d PEN4Y _ LANAI 135 SQ.FT. 1 PERPENDICULAR DIMENSIONAL LUMBER ❑ DOUBLE SINK FRONT PORCH 114 SQ.FT. R PLATE 0 BLOCKING GARAGE 555 SQ.FT. JOB NO. 04-Bl-0027 ❑ SINGLE SINK SELLERS RESIDENCE ROUND OR DIAMETER ; FINISH GRADE WOOD TOTAL AREA 3570 SQ.FT, LOT 21 HIDDEN PARADISE SHEET TITLE SHEET GENERALNOTES A1 . 1 L v E n B cE 25 ca • E :5 8 �5c' Q R S `^ o Sell R d Ls E ers esi ence Jacksonville Beach, OD O r N W co N � r� ■ CBESTCON Homes W V J co p4 x ON r d ti -- --' co 0 ' N O cc M0, C05'� 40 -U O Ocu LL M J m N ui 11111 Li -__ Lu Q z w . z _ wCf)�� p w M Ir N W _I � J o uu 1 � J JAN 0 4 2001' CV- - °" co QI c X � aLL a A�� JOB NO. 04-61-0027 �Fd16.HINU I;Pfrl H g�FIC3 PLAN NAME SELLERS CUSTOM LOT 21 HIDDEN PARADISE tz � SHEET TITLE SHEET e REAR AND LEFT A 0.0■0 p ELEVATIONS