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Home My WebLink About320 Lusitano Way 04-882 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l Dr #102 - - Orlando, FL 32822 CBC 055300 ' ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # ®� ' DATE PERMIT DESCRIPTION . L PERMIT VALUATION SQUARE FOOTAGE 10' 01 , 29' 811 M1 k �I ;I a I BEAMS AND KNEE WALL TO 13' 6" rY BUILDER a — 1 , 11 _I SIG ELEVRTI ❑N KEY J8' —0" FLAT CEI LI NG 2, 5/1 2 VAULT CEI LI NG 11 — 1) , u a n .a 6 ""''t_"" "i ' i\�ucvi i\�L DUE T❑ DEFLECTI [IN DIFFERENTIAL (SEE STR❑NGBACK LETTER I N ENGa PACK) FG9 MAXIMUM FFFFCflWW55, INSTA l 51RONWACK5 XFM 9 WIN1G 15 APPi W TO TUa5, TH1515 A TIM pI.AGMNIf PLAN. IT5 INIMM9 YO AV 1N11HF IN5MLAWN OF 055r5, �NGINIMP TI55 PPAW1NC45 ANn ARCHM-f )?A,5 51MCM V15 nOCUWNf, <t56.i_;3M.sryaax; rrt krtrcn� __'+ii*'„"+>::GS&�`:t;:��' &#�P.�.r'�t+�.n "'vTJ17A.�.:A�� i:3.gYti.':••,.. y.. my.P!( +�;,y-. e�. rs.o.�y+;.'s.'!&.aY,..rer.ru 1�.1...ock'.�1YSY.yI�':L:ak=s.Tltc Ycl:Y '�.�.� ..p:k5�::u";kVlt9idTu. k.,�.•c,ra a+rg,+a.�.a�'Y.tY^ ; uL�,..u..r.:Pdu ._....,+sa.�.e.A�'ET.>L�,Y'.'i•.�...:ia....y.,.LIBw6.�..if. x...�..a.,."SL;,a.F�[,3` ...�i_.S_—<Se,vT(5t7---y—.w— .+L•.e-%��S?. a APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT. OVERHANG HEEL_ HEIGHT =4—O-1 BOTTOM =2X4 12 TOP =2X4 �1 11 a 2.5 3-1/211 12 7. �I TRUSS END DETAIL HAN6EP, CHAPT AL, = HUS 26 (SI MPS❑N) jj iL = LUS24 (SI MPS❑N) IL = THA 422 (SI MPS❑N) J L = LUS26 (SI MPS❑N) ,A ®= HGUS28-2 (SI MPS❑N) A L= HGUS28-3 (SI MPS❑N) Arl"TE N'-l'I O N G DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 30' Span pr less Spreader Span 60 de c3rees �. .% or less 2/3 to 1/2 _ I line span apprax. I ra liner span apprax. REFER TO HIB-91 Truss must be set this way iF crane used, Truss is an example, your truss may not match, Insist crane operator sets -truss this way, General Notes I) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. 2) All hangers to be Simpson HUS26 unless otherwise noted. 3) All truss spacing is 24" O.C. unless otherwise noted. 4) Per Truss Plate Institute HIB-91 recommendation permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to HIB-91 for any additional bracing details, ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCDL = 10 PSF TOTAL = 37 PSF DURATION = 1.25 % WIND SPD/TYPE = 120/ENCLOSED BLDG EXPOSURE = B USAGE = RESIDENTIAL CAT II WIND IMPORTANCE FACTOR = UPLIFTS BASED ON = PSF Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest —mile wind speed, minimum. Residential construction Enclosed building Do meet the wind loading requirements of the Florida Building Code as follows: Up to 120 mph 3—second gust wind speed Enclosed buildings (landward of the wind—borne debris region) Exposure B FLOOR LOADING SCHEDULE TCLL = PSF TCDL = PSF BCDL = PSF TOTAL = PSF UPLIFTS SPAN/UPLIFT =< 780 =< =< 670 =< _< 430 =< =< 230 =< WALL KEY LOAD# DESCRIIPTION [NIT. DATE RAOI ADD 8' LANAI TSB 10/13/9 RA01 REV "Cl" TRUSS RDG 3/22/00 RAR1 REV I'BC\GDC=A`i'UaCADCDM 3/26/02 CARPENTER II CONTRACTORS OF AMERICA 3900 AVENUE G, N, W. WINTER HAVEN FLORIDA 33880 PHCJNE+ (80 0) 959-880 6 FAXI (8:63) 294-2488 BUILDER: D.R, HOR'I'ON PROJECT: VARIOUS MODEL: 1749 ELEV.A OR B CCA PROJ/MODEL: 86't 5H4/ 1749A'B -� ALT: OTC: LOT: BLOCK: DESIGNER PAGE MG LDATE: 2 97 SCALE 9650R 1/4" =I� C DM 3/26/02 2:57 PM 19650R i DESIGN CFZITERIA: I • FLORIDA BUILDINGT CODE (FBC) 2001 *OCCUPANCY- RESIDENTIAL GROUP R • CONSTRUCTION TYPE- VI • 1-STORY RESIDENCE: BLDG HGT 1 J'-73) SPECIFIC PARAMETERS FROM FBC '2(001 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY ]RESIDENTIAL CONSTRUCTION • WOOD FRAME CONSTRUCTION MANUAL • WOOD PRODUCTS PROMOTION COUNCIL • AMERICAN SOCIETY OF CIVIL ENGINEERS 1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE. WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL iCONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MENIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL ;FACE (DETERMINATION OF WIND FORCES AS PER, FBC, SECTION 1606.1) B. STRUCTUAL LOADS . FLOORS ® SLEEPING AREA 30PSF :LIVE 10PSF DEAD FLOORS Cap NON —SLEEPING AREA-4(OPSF LIVE .10PSF DEAD BALCONIES-40PSF LIVE 1OPSF DEA1D DECKS-40PSF LIVE 1OPSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M/S) 120 D. INTERNAL PRESSURE CO—EFFICENT'=+ .18 E. BUILDING CATEGORY=B, USE IMPOIRTANCE FACTOR 1.0 5.:LUMBER A. ALL `STRUCTURAL LUMBER SHALL 133E #2 SYP. ALL STUDS SHALL BE #2 GRADE OR BETTER SPF.(ALL'-LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED) 6. TRUSSES A. PRE—ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FBC 2001 EDITION. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. GARAGE DOOR/ WINDOWS/ DOOR A. ENGINEERED FOR 120 MPH 3 SEC.,GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUTACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER k INDEX: .� PG CI —COVER PAGE. PG 1—FOUNDATION PLAN PG IA —DOWEL LAYOUT PG 1B—LINTEL SCHEDULE PG IC —WIND LOAD CALCULATIONS ,E PG 2—FLOOR PLAN E, PG 3A ELEVATION"A" FRONT. —REAR tj PG 3B—ELEVATION"B" FRONT' —REAR PG 3C—ELEVATION"C" FRONT' —REAR: � PG 4A ELEVATION A" LEFT—IRIGHT PG 4B —ELEVATION"B" LEFT --RIGHT PG 4C —ELEVATION"C" LEFT —RIGHT PG 5A —TRUSS PLAN"A" t PG 5B—TRUSS PLANB;; PG 5C—TRUSS PLAN"C r„ r' PG 6—ELECTRICAL PLAN PG DI-FND DETAILS/GENERAL NOTES PG D2—CROSS SECTIONS F PG D3-MISC DETAILS PG D4—CROSS SECTIONS f www. drhorton. com C-RCn552nn 6250 Hazeltine National Drive Orlando, FL._3`2822 Tel- (407) 857-9101 Pax (407) 857-9228 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JAMES CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 'ksbJ' A.V 444r� PLANS REVIEWED CITY OF SANFORD a ■ � ■ 01mild M rm-ft"MI I N� LOT#87 PHASE#2 DATE: 11/21/03 SCALE: ANSI'-0' SHEET C 1 ®g 6 i� r 7r-1-A' 0 DOWEL PLAN 39' - 8" 10'-0" /-------------------- 2'=4" 6'-2" 21'-0" 3' 5'-0" I OPT. 2 - S I DOOR W/ CONC. PAD 1(11 D1 - I = I I I I I I/WG., Iu-.IK 31/2" = I O,fvD w} CON(. Q 18HOWEt = U 44 O I SLAB OPT. C 0-' _ cam U NU``' Lu I I I 110 D 1 I m F x z 0- -3 1/2" DI I o = I I TTf=. I I L=__I X ' `n 0 `4 `" ■ I m ltAv) �Av;' ■ I 10 EXTEND D1 SLAB 1 1/2" I 28'-(0" I '-5" 2'-6" 5'-1" '-2" I I I 0'-0" ELEV. -- -----------------/ 1=1N. CONC. SLAB � m m ■ I■ 0'-0" ELEV. FIN. CONC. SLAB _ i N. 1 .7. 13'-0 I 2'_4" I I ■ ■ e ■ ■ I l 1 ----------------------- D O WEE L PLAN P ENTRY " —ELEV. 99 99 N. QI ■ Ff7 ---- r OPT. 17 I 1 1 SLAND L — —!!—I �'oil - CENTER110F 2X6 WALL 11 F---1 I- — — - II I oPT. IRANGEI II I REF. 111 P.V.C. CHASE ■ O 0'-0" ELEV, FIN. CON(. SLAB m I R, TYP. D1 � — — —m- 24"X24"X12" CONC. PAD W/3-#5 BARS E.W.(ON CHAIRS) MIN. 3' COVER HEN 3 1/2" CONC. REINFORCED I = m W/6"X6" #10/10 WWM ON 6-MIL. VAPOR BARRIER ON WELL -COMPACTED I ■ CLEAN TERMITE TREATED FILL OR 1 APPROVED 5U55'i ITUTE, (RECRUIT = SYSTEM) D1 7-0 16-2 CENTER OF } 2X/o WALL I O p r---i I I OPT. I L__-i U r , m WATER NEATER IN Q LU p OPT, i r—\ SAFTEY PAN ■ x AW. O �t1G. _ L__J 5 I wU L JU NZIa EXTEND SLAB 11/2 ° 3' -6 ° m OO O TUB (w -- ---\ r1,--- ---------_-_--- __ L A/C — 'I -3 1/2" CHASE / j' m I D1 I I I u i OPT. m m LOFDT. 2 -8 5 = D1 I � DOOR W/ CONC. PAD ' O EXTEND SLAB 1 1/2" I DI i all �'-QII 31/2" . GONG. ■ -3 1/2" SLAB 39' - 8" I■ 11 8 D 1 D 1 N.B. -4 1/2" I NO -------------------------� I l I wa I I SHWR. I I I TUB I OPT. \ I W LVIL — I I 2'-6" 5'=3" 2'-0" I I 1 ----------------------------/ OPTIONAL (j)YOWNERS BATH —-------------- 5--- — 5 TYP. D1 1 D1 D 1 EXTEND I SLAB 1 1/2" I 3 1/2' �J � I 24'X24"X12' GONG. PAD W/3-#5 BARS E.W.(ON GHAIR5) MIN. 3" GOVER (3)TYP. I1'-10" AL 20'-611 I �---------------------------------- ENTRY ELEV. " C 99. eR A LOT#87 'HASE#2 MODEL: 99 1 7 4 R9 9 9 499 FOUNDATION DOWEL LAYOUT DATE: 11 /12 /0 3 SCALE: V4'■j'-®' SHEET I OF 5 V ;C x� t &1= z- 5 �I �£G 4' I BAKERS CROSSING LOT#87 PHASE#2 MODEL: 99 1 7 4 R9 9 9 4 99 LINTEL SCHEDULE DATE: 11/12/03 SC AT: V41 ■ j'-m' SHEET IA®F 5 � C I s� %4 �kf of ai � a 1 '{ ski fil P�(( IL t, F t� � s s �s BAKERS CROSSING LOT#87 PHASE#2 M 0E Lo 99174 �9 9zi 4 99 WIND LOAD CALCULATIONS s DATE: 11/12/03 SCALE: V41■1'-®' SHEET L II ® . 5 9 I m S Q e FTe CALC s S --... LIVING; 11(oQ SQ. FT. eA1<'AGE 430 SQ. FT. LANN la SQ. FT. ENTR**' 22 SQ. FT. TOTAL 22130 50. FT, ENTR'r ELEV. "C" 81 SQ. FT. TOTAL 238c3 50. FT. KITCHEN El KID \/ 36" REF. 00 OO o0 SPACE 0 RANGE KITCHEN —— �— FOYER II 68 x 18 (2) 25-SH W/ I x 9 ELIP.TrOP (ELEV.A) ELIP. TOP (ELEV.-A) 6�8" x 15," ELEV.B4C) (2) 26-SH (ELEV.-54C) TEMP. 11"IT. TEMP. (2) 11'-0" SL. W/ TRANSOM ABV. 2' - 8" 10' - 8" E3A1;PFr=L 8 LG. 6X6 POST I I1'-1011 QI_Q11 - IE N T CRY ELEV. 99 QC 99 I .1 10' - 0 11 I'-411 Cl `"I•11 5 CON(. PAD W/ DOOR OPTION / i o--TI - EGRESS EGRESS 6 I I ------- — 1H3-SN oes 01 wc. OWNERS I z BATH LANAI = I 13'-4° cLG. c° o � I 01 �I OWNERS SUITE 1 9'-4" cl-ra I LAV. LAV. a. ( _ ,n 606a saa (CARPET) P-- C. m ry m �s W.I.C. NOOK 9'-4" CLG. 1 (CARPET) 9'-4" CI-G. I t I 1R-1SN — — _ _ _ — ——1R-15H — — 1 1 4-O >3F. rOPT. 2' X 4' 1 112'-10" I SKYLITE 1 -11I I e z j FAMILY m Q -'I ROOM e BDRM. 2 N 1 wI 9'-4" CLG. L F- I- I (CARPET) UU Cap,I (CARPET) J aJ KITCHEN I a U- -A rOPT. 2' X 4' I � SKYLITE I N 0 ,Z•� OPT. I LJ ® cZD 1 ISLAND J I - �— I r m s 1 2 1 RANGE OPT _ — Mc. ,� BDRM. #3 O �0±_ i_R_EF. I .� 1_ _� _ LAUN. ° ° HALL (cARPEr) x 9'-4" CI-G. BATH ARCH IN r -�— -� 9' - 4' CLG. -71 1'-011 111-311 41-0" 1 cioL I �'-11" wC. 5'-6" / I-211 4'-1011 _ C/ NC.ACG. K/5 - 0 BF. DINING ROOM o __ a - WH. a)(CARPET9 -4 (CARPET) (M--)T.1R1SH m I/� OPT. PLANT SHELF w 8'-O" A.F.F. (� F —2-2'x 54" 7 / T IR-ISH I ATTIC 1 / 111 L _AccEss 2-m `' w/ OPT. PULL DN. STAIRS 4'-0" 20'-211 LIVING ROOM 9'-411 (CARPET) _ _ _ _ _ _ FOYER GARAGE 6a" x 12 x Ia° (2) 25-SH W/ I ELIP.TOP (ELEV.A) 9'-4' GLG. FLIP. TOP (ELEV.-A) I6a"x18" (ELEV154C) (2) 26-5H W/ SEE ELEVATION (ELEV.-B) MT_ (2) I'=0" SL. W/ - TRANSOM ABV. t 16'-0" X -('-O" O.H. CO O — — — — — — — — — — — — — — — — — — — - 4 WOOD FRAME ABV. (I- all11_QII 20' - 0" 19' -8" 39'-@II FLOOR PLAN �w GOND� 1 / OPT. 2 - S DOOR W/ CON(. PAD I m Cp I l) r c� f MIRROR 9OWNED1%,S.BATH I cam, HALL BATH[ 4 OPTIONAL uOWNEPII.S 1BUTHROOM 411 4 -O 411 6 ARCH EXTERIOR MASONRY BAKERS CROSSING LOT#87 PHASE#� MODEL: 99 1 7 4 R99 � 9 4" LLOOR LAN DATE: 11/12/03 SCAT: V41■1'-V SHEET 2 OF 5 a I" BLDG. HGT 14' -10" BRG. i, �)1.�411 /nl_O11 FIN_ FLR..,4: EXTEND ROOF LU/ OPT. SERVICE DOOR 0'-0" FIN. FLR. = 1011 24" DECO LOUVER EXTEND PORCH CEILING TO HOUSE "BARREL" C" 12 FRONT ELEVATIO OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION 9' - 411 BRG. , �1t 0'-0" FIN. FLR., 11111 �� IN wt EXTEND ROOF EXTEND ROOF W1 OPT. — W1 OPT. SERVICE DOOR SERVICE DOOR 9'-4" BRG. 9'-4" E31RG. A- I -011 0'-0" FIN. FLR. 0'-0" FIN. FLR. , TEXTURED FINISIH-� OFF RIDGE VENT EXTEND ROOF UJ/ OPT. SERVICE DOOR I I OPT. DOOR W1 (TEXTURED CONC. PAD -� I 1=1NIS14 `l� I DEAR ,6 9' - 4" BRG. II 0'-0" FIN. FLR. EXTEND ROOF UJ/ OPT. SERVICE DOOR �E RVICE DOOR (TEXTURED - FINISH `I \& 1 RlkO-XHT ELEVAT I ON 1[Oil AO'-O" FIN. FLR. EXTEND ROOF W1 OFT. — SERVICE DOOR 9'-4" RRG. ,i3O-0" FIN. FLR. 7I T NOV 2 12a09 BAKERS CROSSING LOT#87 PHASE#2 MODEL: 99 1 7 4 R9 9 9 4" ELEVATION >> A" DATE: 11/12/03 SCAT V4101'-0' SIAEET 3 A OF 5 4 HE,41DER 5F)4N SING-�L STOR'1' AFFLIC,47I0N SIZE CLEAR SPAN DBL 2X6 DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-4" 5'-4" to I'-m>" '1'-0" TO 10"-0" 10'-0" AND OV1ER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2X6 DBL 2X8 DIBL 2XIO DBL 2X12 UP TO 5'-O" 5'-m" TO 6'-41" 6'-4" TO S"-m"" 8'-0" AND OVER 5EGURE WALL TO BLK. 2X4 WALL W/ CONT. _Q W/ 1/2"x8" A.B. EACH SHEATHING TO BRG. END (4-TOTAL) SECURE WALL TO BLK. W/ 1/2 "x8" A.B. 32 " O.C. TRUSS PLAN * CONNECTORS TO BE SIMPSON U.N.O. * TRUSS TO BLK. META- fro W/12 - ]OdXl 1/2 * TRUSS TO WOO1D M'TS-12 W/14-106XI 1/2 M L K 2X4 COLLAR TIE EVERT OTHER RAFTER 2X6 RAFTS 2 -12d EVERY TRUSS IXNAILER-� 5 -1 zul 2X8 RIDGE } �- O� 00 �3-12d RAFTER TO NAILER 1/16" O.S.B. -/ 1X5 NAILER —4- OR 1/2" PLY. 2-12d EVERY TRUSS CONY. FRAMING DETAIL/VALLEY DBL. TOP PLATE ID 16" O.C. :INISH 16 ,LL KNEE WALL DETAIL@ ENTRY (9 HIP DETAIL ACC S JP AN BAKERS CROSSING LOT#87 PHASE#2 MODEL: 1749 R99 W-4" RCSS PLA >>A>)&"B" DATE: 11 /12 /0 3 SCALE: V4181'-0' SKEET 4ABOF 5 me M ELECTRICAL LF=GEN[D SYMBOL DEFINITION NOTES IIOV OUTLET I/2 OF OUTLET 110Y OUTLET WIRED TO SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GFI INTERUPTER 220V OUTLET WP EXTERIOR GROUND FAULT GFf WATERPRO INTERUPTER OUTLET SWITCH SWITCH 3-WAY OPER. 4 SWITCH 4-WAY OPER. n WALL YMOUNTED LIGH CEILING LIGHT (0) VAPOR PRO MVP LIGHT ) (6 RECESSED CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN I CFM PER W/L IGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP FLO T LIGHTGHT RAP AROUND _ 2' FLOURECENT - - - 4' FLOURECENT ® PANEL METER SMOKE GATT. SACK -UP O W/ HARDWIRE S.D. DETECTOR INTER- CONNECTED PENDANT L IGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. DISCONNECT TV TELEVISION JACK CEILING FAN/LIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER NOTE OPT. LIGHT F- - - 7 4 SWITCH W/ OPT. POOR YI 0MONAL I OWNERS BATH OPTIONAL OWNERS BATHROOM FAN, FHONE, 4 GATV LOCATION TO 5E E)ETEF-, f INED E3",r E3UYER AND ISUILIDER ,AT THE FREGON5TRUGTION MEETING. 7 OPT. LIGHT / 4 SWITCH W/(}� II OPT. DOOR WP. GPI ELECTRICAL PLAN LOG. OF T.V. AND PH. OUTLETS 4 FAN TO 13E VFRIFIED HOMEOWNER PRECONSTRUCTION MEETING NOTE: ,,ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: .20 AMP DEDICATED LAUNDRY CIRCUIT. METER FIELD VERIFY 2" VTR 2" 1 1/2" �I WC. MAIN PLUMBING RISER DIAGRAN1 41Ll 1/2" VTR I 1 /2 " OPT.OWNERS BATHROOM PLUM13ING RISER 1)"'IAGRAM 150 AMP METER SASE 4 METER MAIN DISCONNECT COM50 SQUARE D 150 AMP. MAIN DISC. SERVICE 5Y POWER CO. 4/0 ALU. CA5LE TYP. A/C 150 AMP DISC. INSIDE PANEL 612 COPPER TO LIGHTS < OUTLETS MO COPPER TO WATER HEATER 06 COPPER TO RAW:;E 04 COPPER TO 5/V GROUND ROD ALSO SERVICE TO I5E 5oNDED To FOOTING STEEL ELEGTRfG,4L RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. BAKERS CROSSING LOT#87 PHASE#2 MODEL: 91749 1_51�',99 9 499 ELECTRICAL P LA]N 00 DATE: 11/12/03 SCALE: V4'■1'-®' SKEET 5 or 5 1 r d a, of i 1 .F k $ f - a •I. i :I Q t r�FF 3 i1 ,j =1 ;I. { s f' �u4v X Y i f 4 �E �t i` " �I S SF-4 16" O_C./EA. STUD 2X4 DBL 2X4 MID -WALL TOP PLATE 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9" BLKG ANCHOR BOLTS AT 3' O.C. 6 °X6" #10 W.W.M. 1/2 X 9 A.B. 32 O.C. BLKG 2 " ABV. CONC. /� REBAR SET IN 2000 1/2 X 9 A.B. 32 O.G. 2X4 MfD-UJALL z Q r fm8f EPDXY 25" MIN. ABV. 6" EMBEDMENT 2X4 STUD 2X4 STUD 14_6 EMBEDMENT BLKG SLAB/6 " MIN. EMBEDMENT 1 ro " O.C. MAX. 1 (o " O.C. MAX. `4 "X6 ° #10 W.W.M. II°x6" #10 W.W.M. 2X4 P.T. SP-4 16" O.C./EA. STUD SP-4 16 O.C./EA. STUD—� BT PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE L 0 0 V (2) CONT. 05 KEBABS I�_4�� z � . 0 0 .— CONC. 5LAB - - - 1'-411 2-#5'S ON CHAIRS 0 0 m LH o CONC. SLAB 4 p # k 1 -8 11 z CONG. SLAB �„ �„ _ m U TYP. RETROFIT FOR ALL s CONT. I _Olt 3 5 s CONT. 2 #5's GONT. I' o„ &TYf-- WALL SECTION �A OMfTTED >=OUNDATION DOWELS `� 1.000D FRAI„IE FOOTING INTEi�IOR BEAfi�ING WALL INTERIOR BEARING WALL/NO UPL IFT BLK. SINGLE STORY INTERIOR BEARING WALL. � 2 1= 3 1/2" HEAD OF GARAGE 3 1/21' HEAD OF GARAGE �-•—#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES 15/S DIM v,4RIES 9" ANCHOR BOLTS AT 3' O.C. 9" ANCHOR BOLTS AT 3' O.G. 7 5/5" G B II 6"X6" #10 W.W.M. 1 5/S" CURES II 6"X6" #10 W.W.M. CURB 6"X6" #10 W.W.M. ONLY IF UPLIFT ON WALL MIN 6 EMBEDMENT II N MIN 6" EMBEDMENT 6"X6" #10 W.W.M. EXTEND 1 1/2" rII 6 "x6" #10 W.W.M. RECESS /2" w II c0 z II - - 0� 2-#5 S ON CHAIRS (3-5'5 W/2-5TORY) 4" - ° ° ° 2-#5'S ON CHAIRS 8" �� _ ° ° —I m SINGLE (3-5'S W/2-STORY) 'SINGLE"' 4 m 1'_0 — ],-all 3 #5'S ON CHAIRS STORY STORY 2 #5 S ON CHAIRS 1 -8 TWO T�--IICK�N EDC� �ARA1= CURB STOP INSIDE FTCac_ AT GARAGE STEi�-UP sTroRY sroRY INSIDE FTC. AT GARAGE STEP-UP 2-STORY :BEARING WALL GARAGE SERVICE/POOL GARAGE CURB C�ARAC-�E CURB 1-STORY BEARING WALL �'�` DOOR RECESS 8 �A CONC. SLAB OVER CLEAN, (3)* 5 RODS EA. WAY ON 8" GMU COMPACT TERMITE TREATED .� L, � MIL. V16. VAPOR CHAIRS (MIN. 3" COVER) _ - t TOP CORD BLOCKING AT 4' 4° GARAGE SLAB 6 "X6" #10 W.W.M. O.C. MAX. IN FIRST 2 FRAMING GRADE SPACES AT EACH END. m SL f DING DOOR TRACK � � � II II II � RAFTER OR TRUSS 2 -0 TO FRONT(I/4 -1/2 1 1/2° CURB WALL S" CONC. DRIVEWAY 0 o (ROOF SHEATHING LAYOUT �RooF 5NEATNING � LittAND ENpWALL BRACING _Q 1/2" GARAGE 3 #5's CONT. FOR GABLE END FRAMING BEYOUND 3" MIN. COVER � z 24"X24" EX1". PAD Q 1 SLAB AT SL. GLAaS DOOR GARAGE DOOR ✓ OPENING ca 1 �� 2-STORY FOOTING BUILDING LENGTH V IIII II #06 GUN NAILS 04" O_C_ #06 GUN NAILS � II II II TOP 4 BOTTOM EDGES 6" O.G. IN FIELD POURED LENTIL TO BE II II II II II o' � CONT. (T�'P) #5 R'EBAR II II OUTSIDE BARflA 4) 2X WALL FRAMING II II II CONTINUOUS .� (3) 1/2"XS" ANCHOR BOLTS __ ___ _ _ Z Z z Z ' 5" CMU FILLED �_ or (3) 1/2 "XS" J-BOLTS — — — _ — = Im z ` - e � � CELL (TYP.) MIN. 6" EMBEDMENT U �W/ 2 "X2 "X1/S WASHED.' AND 0 � NUT SPACED EVENLY FROM = T"I'P. EXTERIOR SHEATHING -6 O EXT. FRAME WALL TO 25" MIN. LAP BLOATTACHI�I NT FOR ROOF CK WALL CONNECTION FLOOR TO BONA BEAM. SETTYP. REBAR LAP S? � � i<' iz F 5 NEATHING IN JOINTS PRIOR To FILLING_ � CORNERS @, ' (SLEEVED ANCHOR: IN SOLID NOTE: POUR ACCEPTABLE: RETROFIT) 2-#5's REBAR 1Q 1 STORY WHEN GLUED TO ROOF i" fEI' 1BER 3-#S's REBAR a 2 STORY G� E EDOOF�,) INFORMATION 0"-S" la EDGES 4 10"-12° IN FEILD T T f=. EXTERIOR SHEATHING ATTACHI IENT POURED LENTIL FOR 5HEAR AND UPLIFT 0 GONT. (T1'P) (0.55. TO BE STRUCTURAL GRADE) Y� CONNECTORS FROM PLATE TO STUD TO PLATE GFROUTED' tee: SIDES: 50ND SEAM z PRE -CAST NPR. 2X6 GARAGE DOOR BUCK UJ/ ARE NOT REQUIRED EXCEPT AT OPENINGS TIE TO HORZ. BARS ' ; (3) 1/2"XS" ANCHOR BOLTS �� 'ae or (3) 1/2"XS" J-BOLTS 8" MIN. EMBEDMENT } roll MIN_ O a , U 0" GMU FILLED e= EVENLRI'4ND FROM # HORZ. REINFORCING VERT. REINF. CELL (TYPJ NUT SPACED Sol GUN NAILS e �" KOOK IN GROUTED FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD CELL IN JOINTS PRIOR TO FILLING. Lu - 1-2X6 PT BLOCK al CENTER OF Q DOOR HEADER WIN) -A fu . = i (1) 1/2 "X8" ANCHOR BOLTS z U CLEANOUT REQ'D or (1) 1/2"X8" J-BOLTS . zo .a a FOR GROUT LIFT 6" EMBEDMENT - > 5 FT. UNLESS W/ 2 "X2 "X1/O WASHER AND NUT * �Q HORZ. REfNFOIRCING Z W_ FOOTING DWL 15 6" I-IooK } NOT R Q'D. T T F. FLOOR DECKING C HORIzONTAL/VERY"ICAL REINFORCING 0 ATTACHI„1ENT TO FLOOR JOIST EA_ SHEET TO BE GLUED AT ALL EXPOSED JOIST LOT#87 PHASE#2 MONOLITHIC BLOCK DETAILS NOTES -14 DATE: 10 /7 /0 3 SCAT : V41-1'-01 :�zi'AEET �' • ` II I f is d` -,I 4 � I f I rE ~l. F� `j fi �I ,k >:I " fE s k a d js a� G� rl �j U I 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND a CHASE GROVES,WAVERLEE WOODS 2X4 S GROVID (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM CHASE CROVES,WAVERLEE WOODS FOR CONNECTOR) FEILD STREAM FEILD SU STREAM FEILD STREAM a 2X6 SUB -BAND a FIRST TWO BAYS METAL LATH LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND 4 0 O.G. MAX ALOMA WOODS LAKE KEHOE,CYPRESS HEAD -04 GOOF TRUSSES LAKE KEHOE,GYPRESS HEAD ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS 24" O.C. WRAPPEDOMA �ALDUM FINISHED FASCIA OVER 015 FELT OVER i/16" OSB OR -(/8" TEXTURED WRAPPED/ALUM FINISHED FASCIA 7/16" OSB SHEATHING 1/2" PLYWOOD FINISH ASPHALT SHINGLES. METAL DRIP EDGE — OVER #15 FELT R-19 INSULATION R-19 INSULATIONpill OR 1/2 PLY. UJ/ 15# FELT 7/16" OSB. SHEATHING FIBERGLASS SHINGLES - I 3/4" T 4 G PLYWOOD 2X4CCONTJ OR 1/2" PLY. ON 15 FELT OVER 7/16 OSB. SHEATHING SEE TRUSS ENG. ROOF TRUSSES TO BE GLUED HURRICANE STRAPS METAL DRIP EDGE FOR PROPER 24" O_C. NAILED (SEE TRUSS PLAN 1/2" GLG. BOARD 4 TEXT. 2X4 SPF STIFFBACK AT BRACING HETA-16 FOR CONNECTOR) 2X4 DOUBLE PLATE (TYP.) METAL DRIP EDGE-► LL UPRIGHTS OVER 4'-10" EMBEDDED O (I)S GONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP SILL ENG. GABLE TRUSS no 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ALUM. FINISHED VENTED SOFFIT 1/2" GLG BOARD 4 TEXT. 1/0" TEXTURED FINISH a" LINTEL BLOCK FILLED 0 0 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) -f/16" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED -f/S"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD OR 1/2" PLY. FINISH PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAIL1=p ALUM. WINDOW 7/16" OSB SHEATHING OR 1/2" PLY." SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1 4 FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD TEXT. TWO STOfPZY PRE -CAST SILL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32' O.G. MAX. 2X4 DOUBLE PLATE (TYP.) 1/2" DRYWALL OR MSTA-24 24" O.G. MAX 2X4 NAILER (GONT.) (1)+�5 CONT. SEE TRRUSS P AN �� R-4.2 INSULATION O FOR 1-IDR SIZ� a CMu HETA-16 1X2 FURRING STRIPS BAND DETAIL. IX2 P.T. FURRING STRIPS FOR JST TO BLK ALUM. WINDOW SEE FLR./ELEV FOR DES. SILL TEXTURED FINISH I/4" WOOD BASE 1 in a" LINTEL BLOCK FILLED 0 0 1/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER FELT BARRIER pfRE-FAB TRUSS cf� O Q��r ALUM_ WINDOW FLOOR JOIST/ 1/2" CLG. BOARD TEXT. z �6"X6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS OR FIBER MESH SEE FRAME PLANS SP-4 32" O_C. STUD 2X4 DBL. TOP PLATE o REINF-ORCEMENT _ FOR JOIST TYPE - 1/2" DRYWALL PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-16°m 32" O. G. MAX 1/2" GLG. BOARD 4 TEXT -. COMPACT,TERMITE TREATED O (1)#5 GONT. SOIL OVER 6 MIL VIS. VAPOR 2X4 WOOD STUDS > -> 2 #5 GONT. 8 CMU BARRIER,W/6X6 #10 WWM a" LINTEL BLOCK iX2 FURRING STRIPS 2X4 GONT. STRESS- @1(0" O.C. N o_ 0 1 4 (FILLED) O o BLOCKING MID uJALL U no TEXTURED FINISH 1/4 — 1/2 DRYWALL WOOD BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE OQ . SP— 4 32 O.C. STUD 1/2 "X9" A.B- 32' O.C. ALUMWINDOW 6" EMBEDMENT co Z p� SEE FLR./ELEV FOR DES. SILL TYP. WALL SECTION 5L< 1=STOi�Y O O 6"X6" #10 W.W.M. PRE -CAST SILL — WOOD BASE (TYP.) CONC. SLAB 4,f 4' �l OR FIBER MESH CONC. SLAB CONC. #15's CONT. _ z 3 #5 s CONT REINFORCEMENTul > T > a" CMU 6 MIL VIS 1-STORM' o mU 1 -8 VAPOR BARRIER INTEi�1OR' � ,4fi�ING WALL. TEXTURED FINISH 1/4" WALL. SECTION uu = NOTE- GDO NOT IN CONNECTORS. ONLY ASPHALT SHINGLES OVER c� Q0 #15 FELT ON 1/16" O.S.B. 2"X4" BLOCKING - SHEATHING OR 1/2' PLY FIRST 1rW0 BAYS - STORY z w # 2X4 DBL TOP PLATE 4'-0" Q.G. MAX 6 X6 10 W.W.M. METAL DRIP EDGE — O OR FIBER MESH � —� REINFORCEMENT 2X4 SUB -BAND CHASE GzROVES,WAVERLEE WOODS SEE TRUSS ENG. Z w Z w FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS 2X6 SUB -BAND BRACING (SEE TRUSS PLAN) N O} O} (3) #5's CONT. LAKE KEHOE,CYPRESS HEAD ALOMA WOODS OOF TRUSSES Q DBL. TOP PLATE U m U 1/2 DRY WALL WRAPPED/ALUM FINISHED FASCIA R24" O.C. RST FLOOR E3LOCK ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FISECOND FLOOR FRA1"IE o.s.B 2X4 SPF STIFFBACK AT 2X4 16 " O.G. MAX ALL UPRIGHTS OVER 4'-10" (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) 1/0" TEXTURED FINISH OVER 150 FELT OVER 1/2 "" GLG. BOARD 4 TEXT. PRE -FAP TRUSS 2X4 PT. 1/16" O.S.B. SHEATHING 1/2" CLG. BOARD 4 TEXT. TEXTURED FINIS(-4 2"X4" NAIILER CONT, ON GALV'D. METAL I X 9" A.B D OR 1/2 PLY. (2) LAYEIRS -1/16 SF-4 32" O.G_ Q STUD 2X4 DBL. TOP PLATE LATH OVER TYVEK '•'' MIN. 6" El`1BEDMENt O.S.B.SECURE EA, LAYER 2x4 P.T. PLATE W/ 0 W/2 ad,s a"-12" O.G. -�.- -• 1/2" DRYWALL OF #15 FELT ;,�,,�.�' 2" DOA- WASHER NDR. STUDS)/JAGKCS) 32 O.G. MAX 1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS #5 REBAR CONT. MIN. 6" EMBEDMENT 1/2" X 9STUD " A.B COR J-BOLT STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS e1(0" O.C. W/2" DIA. AT 32" O. C. 32" O.C.MAAX STKING STUD(S) 8P-4 BLOCKING MID —WALL SECURE TRUSS t0 2X6 UJ/ TOP 4 BottoM) 3/4" TAG SUBFLOOR .'•`�'��' 12d -a 6"-8" CONC;.. FILLED LINTEL ' PLYWOOD TO TRUSS NAILING GLUED NAILED 1, , BLK. REINF. WITH (li#5 ROD I �!t'•' ''; 4" O. C. a EDGE 6" O. C. e IN FEILD FLR- JST. SIZE SEE FRAME PLAN TEXTURE FINISH iX:2 P.T. FURRING STRIPS �•,'..L.: a" GMUL ,SHEATHING OVER 2X4's + � •y'• NAIL PER SCHEDULE 2nd 1=LR. STUD TO 1/2" CLG. BOARD � TEXT. -00 R--4.2 INSULATION 1st FLR. STUD 2X4 DBL. TOP PLATE W00D FRXIE TO E3L < 1/2?" DRYWALL = _ _ _ — _ _ _ — — — — — MSTA-3(0 32" O.G. 1/2" DRYWALL _ IT II I I I 2X4 WOOD STUDS 2X4 CONT. STRESS—= 1(0" O.G. WCOOD BASE I I I I I I BLOCKING MID -WALL I II II I I NAIL PER SCHEDULE/ 2X4 PT. PLATE _ I I I I I BOLT PER FND. PLAN SP-4 32� O.C. STUD 1/2"X" A.P. 32" O.C. Q co I I I I I MIN. \L 6" EMBEDMENT z z�00 � 6 ""X6" #10 W.W.M. CONC. SLAB z 2X8 RIDGE } p 0 o OfR FIBER MESH 4" 4" 2X4 COLLAR TIE 0 REEINFORGEMENT T'I'P EXTERIOR OFENING IN FfRAME 3 #5 s CONT. 1 8„ EVERY OTHER RAFTER O Y_ w Z /� 2X6 RAFTS m o o �F 2 - ' T usS 2 #5 G(ONT. U m TYP. UJALL SECTION 2-12d EVERY R 3-12d RAFTS INTERIOR BEARING WALL IX6 NAILER 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1/16" O.S.B. 1X5 NAILER OR 1/2" PLY. 2-12d EVERY TRUSS r 5L.K_ 1=STOi�Y (GABLE) WALL AND �EADE� CONS. ��AMING DETAIL-/V_ w STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO g'-m' 4'-11 1/2" 1'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS CROSSING LOT#67 PHASE#2 (MONOLITHIC BLOCK I DETAILS & � NOTES DATE: 10/"7/03 SCAB: V414-0' SHEET � 2 of 4 L *1 IOOO UFL IFT SIMPSOM MT6-12 LU/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 2000 UFL IFT (2)SIMP50M MT5-12 ONE EA. 51DE OF TRL OPPOSITE SIDE OF E UVI 10d TO TRU55 AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL RU55 FIN15H a LANDING 5 E30ND BEAM TAP CONS 1" 11N. 2" COVER 2 " APART TRU,5, /4NGHOR E)ETAIL =RETROFIT 9" MIN. LE55 THAN 10" REQUIRES 1' NOSING DBL 2X12 - FLOOR JOIST - - 3/4' PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FPC 2001 2R+1T=24"-25" 3/16" MAX. VARIATION IN RI6ER5/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT • GRASPA51LITY WINDERS- MIN. (o' WIDE sw NARROW END i MIN. 11' WIDTH e 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX DBL. TOP PLATE 2X4 STUD 1/16' OR 15/32' 0.5.5�. Wn/V TEXTURED FINISHED OVER GALVINIZ:ED METAL — — — — PAPER BACK LATH 5IMP60N H-5 (MIN.) 0 2X4 TO TRUSS PRE- ENC=. TRUSS 3/4' PLYWOOD 2XI2 'TREAD CUT ITO FIT ,— IXa RISER LESS THAN 4"- TYP, II/ II/ II BETWEEN SPINDLES 5P4 OR H-5 TOP PLATE TO) STUDS 2'-O' ABV. 10'-O' LEVEL TCO ROOF OR 2'-0' A5V. HIGHEST RIpGE WITHIN 2'-0' Ira'-0" FRAMED CRICKET HANG 1" NOSING TYP. � Q cal � Sf sEc-rION IDTAf 5 C,4IrNE�r IDETAIL5 PRE. ENG. TRUS IX2 PT.TOP OF DBL- TOP PLA' -1/16' OR 15/32' W11/8' TEXTURE. FINISHED OVER GALVINIZEP ME PAPER HACK 4 CRICKET 2'-5-1/2' FLAN VIEW ABV. 12" Z Z I � I 3(o" MIN. FINISH STAIfR UJINIDEF-,, [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 7/16' O.S.B. — (2) 2X4 02 ND SYP D!AGONAIL HRACF / W/ 3-12d g EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU65ES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS FA END TO TRUSS 2X4 SYP STIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 1/16" 055 SHEATHING USE Sd NAILS AT 4' O-C. EDGE 4 6' O.C. FIELD 2Xro PT. PLATE BOLT W/ I/2"X9 A.B. COMMOM (WI 2' DIA. WASHERS) 'a32' O.C. MAX. 1/2' GLG. BOARD TRU55 24" o.c. NAIL CONT. RAT RUN TO \_ INSULATION TRUSS W/ (2) 12d to FA- TRUSS R-19 MIN. 1-05 R1=BAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0' TO 30'-0" (1) 'X' 5RACE 30'-1" TO 60'-0' (3) 'X' 5RACE (I 'X' 5RACE -@ CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END) r-=�,4L E ENID GR055 5R,4G INS 1= 5TOR� 2X4 SECURE TO 2X4 5LK W/2-12d SECURE T5LK W/ META-16 eow F — — 2X4X4' SECURE TO TRUSS W/ 3-12d c+l ` I O.C. MAX TYP. m — x 2x4 5LK SECURE THRU TRUSS W/3-12de "PER ENGV TRUSS 24' O.G. MAX 1'-0" 21-0" EXTENSION e OFT &ERVICE F-)fR. N.T.S. METAL LATH 1/'16" 055 OR TEXTURED 1/16" 055 OR- 1/2" PLYWOOD FINISH 1/2" PLYWOOD W1 150 FELT W/ 151* FELT 2X6 (CONT.) 2X�o (CONTJ 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. HETA-16 JOINT OVERLAP CAULK SIMPSON CMU'5 HETA-16 CMU'S TEXTURED TEXTURED F-IN15H FIN15H TWO 5TORY TWO STORY FIRST FLOOR 5LOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER 15 FELT ON 1/16' 0.5.5 2) 2X4 02 ND SYP DIAGONAIL BRACE / 3-12d s EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP 5TIFF15ACK AT ALL UPRIGHTS OVER 4'-10' 1/16" 055 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 ro' O.C. FIELD 2X4 W/ 3/8' X 5 COMMOM LAG OR SIMPSON HTC-4 s 32' o.C. MAX. 1/2' CLG. BOARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION tRUSS W/ (2) 12d m EA. TRUSS R-19 MIN. SHEATHING NAILING TO BE 2X4 SYP RAT ADJACENT 6"-B' D.G. IN FIELD TO DIAGONAL BRACE. 4' O.C.4ALL EDGES W/8d NAILS DBL TOP PLATE -2X4 STUD 16' O.G. MAX. 2X4 BTM.PLATE iUB-FLOOR VAILED HETA-16' FLR JST TO I L / ��n \\—FLR TRUSS 1-05 RE15AR CONT- 0'-0' TO 30'-0" (1) 'X' 5RACE 30'-1' TO roO'-0" (3) 'X' BRACE (I 'X' BRACE a CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END) SALE END GROSS FAGING 2 =STORE BAKERS CROSSING LOT#87 PHASE#2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 10/7/03 SCAT: V41=1'-®' SHEET D 3 or 4 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 u 2 X 4: MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8" FROM EACH END AND IS' W/3/16' TAPCONS OR DRIVE 2 X 4 (MIN 2 X 3) 1-3/1(o TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 8IZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/41) .300 MIN EMBEDMENT 1 I/4') OR DRIVE PIN (MIN SHANK 5IZE.145 WITHIN 8' OF EACH END 4 18' O.C. MAX. SPACING. 8' FROM EACH END AND 18' - PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 2 X (o: O.C. MAX. MIN I-1/4' EMBEDMENT 8' FROM EACH END AND 15' SECURE TO BLOCK 2 X (o (MIN 2 X 3) 2-3/1(o TAPGON O.G. MAX. MIN 1-1/4" EMBEDMENT W/2-3/1(o' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN EXISTING BLK ABV. PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE .300 16' HIEGHT. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' MIN HEAD SIZE 300 1/5' TEXTURED FINISH WITHIN 8" OF EACH END 4 O.C. MAX- MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 7/l6' O8B SHEATHING IS" O.C. MAX. SPACING. 8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WHEN OVER I(o" IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.) 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 1/1(o" OSB SHEATHING 2 X SOLID BLK'G A ARCH SECURE TO BLOCK - -1/2' DRYWALL MIN HEAD SIZE 300 1/4' TEMPERED MA50NITE SECURE W/2-12d EACH END W/2-3/1(o' TAPCONS OR DRIVE 8' CMU - 1"X4' OR 1"X2' P.T. NAILER MIN EMBEDMENT 1 1/4') 2X4 BLOCKS GLUE 4 NAIL W/Sd'5 8"-12' O.G. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18' MTL WDW FRAME MIN HEAD SIZE 300 DOOR CASING O.C. MAX. MIN 1-1/4' EMBEDMENT CMU WALL MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 -NOTE: NO GAP Q WDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB SHIM A5 NEEDED TO PLUMB JAMB TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXCGED 1/4". AC � I W/4� IDT A j L j` II A I D L I ID PER MANUFACTOR'S DETAILS. I A CHLUA`� D TA L CUTALUA"r. A) DOOR J A 5 TO 5L OC< 1=1 /211 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON OR DRIVE PIN (MIN 5HANK'51ZE.145 ,p PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') 7/8' TEXTURED FINISH 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT MORE THAN SECURE 2 X RIP TO Fit W/2-12d5 6'-8' O.G. MAX, i/16 05B SHEATHING IX4 P.T. OR 5/4' X 4' MIN.' SECURE THUR FRAME AND 16' HIEGHT. EXTEND 1-1/4' INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.CWHEN OVER 16" IN HIEGHT.) W/3/16 TAPCON5 OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 (WHEN OVER 16" IN HIEGHT..) P (M S E 5 MIN HEAD SIZE 300 ° MIN HEAD SIZE 300 2 X SOLID BLKG m ARCH MIN EMBEDMENT 1 1/4") as CMU --" 1/2DRYWALL MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END REFER TO MANUFACTURING I'X4' OR I'X2' P.T. NAILER 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT T/16' OSB SHEATHING - ---_ ATTACHMENT PER MANUFACTOR'S SPECS. DETAILS FOR SPACING. DOOR CASING 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON' 2 X 4 16' D.C. MAX -(WHEN OVER 1(o" IN HIEGHT.) -_. MTL WDW FRAME NOTE: OR DRIVE PIN (MIN SHANK 51ZE.145 2X4 BLOCKS •NOTE: No GAP aT WDW FRAME DOOR JAMB SHIMAS NEEDED MIN HEAD SIZE 300 -- CMU WALL TO EXCEED I/4' DO NOT EXEGED 1/4'. MIN EMBEDMENT 1 1/4") 8' FROM EACH END AND 18' A C � LU A � D T � C U T A LU A" O.C. MAX. MIN 1- 1/4' EMBEDMENT � I DOOfR J A�1 5 TO E3 L O C< 3/4 O 5 /4 NAILING-SCHEC>ULE ALL NOTES IN REFERENCE RDOF DIAPHRAM �--TO`EL-ORI _>A BUILC>ING - USE 1116' O.SB. OR 1/2' PLY WITH'S GUN NAILS AT 4' O.C. AT - SUPPORTED PANEL EDGES AND -8 GUN NAILS AT 6' O,C. AT r C CO L� OO� INTER'1EDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHNG TO GABLE END FRAME USE'S GUN NAILS • 4' O.C. ,¢� SITE - -"I-:�,.: <""'ea N N (DT F= S EXTERIOR SHEATHING USE 1/16' 088. OR 1/2' PLY WITH 08 GUN NAILS AT 6' OL. AT PANEL BIDES AND -S CAN NAIL8 4' O.G. TOP 4 BOTTOM _ PANEL AND '8 GUN NAILS AT 6' O.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE INTER,IEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTS _1s,_ ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, TH15 BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN, A FLOCK ZONE REQUIRING A FINISH FLR ELEVATION N,4IL REQUIREMENT-5ABV. 1m5' MEAN 5E/- LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLCgF1�AB WITH SIGNED AND SEALED SURVEY_ SIZE HEAD LENGHT DIA. TENSIL STR 3) LOT DRAINA'g= � AN_" -'vr -um-I I U ,ALL. L-vc:AL c.uIjES, REGULA -. iry vvv,�l ii..r, ii��vr.v., •r�,v iw,r Lr...r. Vi'1F1LL WIV'VrJ-I IV LVVNL NOTE- NAILS TO BE MFG. BY MEMBER OF INT. GOpEe, REGULATIONS ANp RESTRICTIONS HAVING JURISDICTIONS AND _. STAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER - _ 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO 5E --„ GENERAL NOTES "--=- -- PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. --� I. DESIGN AND LOADING �- A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: `_ PLUMBING NOES --= - I. BUILDING CODE REG2UIR"fENTS FOR REINFORCED CONCRETE ACI 318 --- 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (F'ERllIND SPEED MAP) I) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (l) AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXPOSURE 'B' 6. INTERNAL PRESSURE GO -EFFICIENT +18 THRJ -15 2) WATER LINES SHALL BE CPVC. OBI.. TOP PLATi E _ 2. SOIL 3) CONDENSATE LINES SHALL MIN 3/4' DIAMETER PVC DBL- TOP PLATE DTOP PLATE A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 000 PSI FOR WITH, (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX B CONTINUOUS WALL FOOTINGS. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE to GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 P51 IN 28 DAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 2X4 I(o' O.C. MAX. C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT of TANK SURFACE AREA. 2X4 I(o' O.C. MAX. A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SflF. SECURE 2X4LL CALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQl11PMENT SHALL 70 WOOD W/2-12d g SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFOR'15 TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. SECURE 2X4 PLITWO OF 'AS BUILT' SHALLETO AND 6'-8' O.G. STAGGERED TO WOOD W/2-12d ,a OWNERIES 6. TRUSSES R SER DIAGRAMSPLAN LOCAATIONSCTOR 6'-8' O.G. STAGGERED A PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. B7. PLATE TRJ55 MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. IU No VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 1. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/16' TAPCONS A ENGINEERED FOR 120 MPH WIND ®3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA OR DRIVE PIN (MIN SHANK SIZE.I45 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR 5UPPLIER PLUMBING CODE CURRENT EDITION. n ��, I, , I�� f-Hw C. DETAIL TO BE ATTACHED to PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFOR!'1 TO FLORIDA BUILDING CODE MIN HEAP SIZE 300 SECURE 2X4 W/2-3/16' TAPCONS /4 8. ASPHALT SHINGLES 2001. MIN EMBEDMENT 1 1/4") OR DRIVE PIN IMIN SHANK SIZE.145 A ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 20011 WITHIN 8' OF EACH END NOT TO MIN HEAP SIZE 300 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 I4) PLUMBER To DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED 18' O.C.1" IAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') EOU N DATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAYING Ib GALLON FLUSH TYPE SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BIFFARING BLOCK NOTES MIN. 2-12d PER BLK. EA. END EXCEED IV O.Cl lAX. PRESSURE. 1/2' PLYWOOD OR 1/16' O.S$. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SECURE TO SHEATHING W/ I/2' PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MA80NARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL HAVE A NET AREA COMMF'RESSIVE STRENGTT OF 1900 PSI. MIN. 2-12d PER BLK EA. END OR �/16' O.S$. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR MORTAR 3. CONCRETE 28 DAY StRENC�Ht SHALL BE 2500 PSI W/ 3/4' MAXIMUM MORTAR SHALL TYPE N IN ACCORDANCE WITH EXTEfRICR,AGGREGATE /!� METAL ACCESSORIES A CO FORM I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE INM !�) !�d I I `! !� ` � 4. ALL SLABS SHALL BE MIN. 3 I/2' THICK CONCRETE OVER 6 MIL VAPOR A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. �)(\ 5. REINFORCED STEEL: ASTM AC615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE "5 DOWEL BARS W/ A 6' HOOK PER: DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REC,IUIRE OF A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD c- RAL:AOTM MASONRY WORK, GENERAL: WORK, FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.G. STARTING AT 8' OFF EACH CORNER. FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 'l. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING COPE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8- FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: COMERS. USE CORNER BARS OR BEND REBAR. LAP A 1. REINFORCING STEEL SHALL BE NO. 5 BARS. MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". S. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106.l® FINISH GRADE +1L 10. FINISH SLAB TO BE 6' ABV. FINISH GRAPE a ! � Q BAKERS CROSSING LOT#87 PHASE#2 MONOLITHIC BLOCK DETAILS NOTES (DATE: 10/7/03 SCALE: 1/4'•P-0' SHEET � A. 03F A.