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Home My WebLink About316 Appaloosa Ct 04-920 New SFHPERMIT ADDRESS !� i CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102-- - Orlando, FL 32822 (407)857-9101 _ _ CBC 055300 PHONE NLiMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE 0 SUBDIVISION17Z�,��'Z,' PERMIT # DATEA.--o?qq11.0 PERMIT DESCRIPTION — PERMIT VALUATION D SQUARE FOOTAGE a d d cn F'-1 z d RHU C1 i 291811 10' OI' 11 8' 0 " CEI EI NG 11611 IY 66 119 igz eu \_X u a n � 8' FLAT � rFLAT NG 0 0 -BEAMS AND KNEE WALL TO 13' 6" BY BUILDER A; I F f A A 1 11 — 17 1 CEI Ll NG tJil\u1vLLl IVI\V I\L VCV11\LL DUE T❑ DEFLECTI❑N DIFFERENTIAL (SEE STR❑NGBACK LETTER IN ENG, PACK) FGV MAXI&W FI FFC-flWW55, I1\15fgl, 5VON PU\5 9FM 5&rTIN615 AMI N9 V TUa5, ELEVATIONKEY 8' -0" FLAT CEI LI NG 2. 5/1 2 VAULT CEI LING THI515 A 1"IM M ACrMrN-r PLAN, IT5 IMN19n YO AIP IN -ft IN5fA.I MON OF 1M�51 rNGINFFWV VU55 MAWIN65 ANn ARCH TCUK5 5UfflCrM TH15 nOCUAW, '.tw.,....'.::.wt.1S+u,.ui':c'i'.l.3rce'�'Tita^rx '.3L: ly_`IIi'..'t•., .•'--. 6-t^L.YS .. .:n4.iC�ii...A ..I >...�...-.a..'v�r 2L1:.�.. .. >�u.GttYiids'k'1ri{IG:7..4.d,..c x..a -- •uvrkrra. y`xw n�r,�s a.mnxz��.r.. :.nJ.#�.3"+aJHSZS`L"1.7..d3 �S_. 3l.YiCi3:,. LS.T.LiSS. w .......:, ;., ,. ;�:�e__.,. is=:y.,,.,,,�• ,,.., , , .. ...., , k� .max.. �..;;. , -,,.� •::, ,t��.s:sr... r�.L�.�_- ,.. .. _.�. �:.•••.••• �'+,...7IJiFC2T`v.�---„•. � ._ .r.�rr.•.,,-•. �^�^•f sa.«!?:liiJu"i2-'i#irY33Axi.'CT�J[.�:Sri'L�,.: APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT 4-0-1 BOTTOM =2X4 12 TOP =2X4 5L1___ / 2.5 3-1/2" 12 � Io �-I TRUSS END DETAIL HA%EP, C'MJ?( A = HUS 26 ( SI MPS❑N) A IL = LUS24 (SI MPS❑N) J L = THA 422 ( SI MPS❑N) J L = LUS26 ( SI MPS❑N) A L= HGUS28-2 ( SI MPS❑N) A L = HGUS28-3 (SI MPS❑N) Ar "TENIJON G 1`_ DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT FIIB-91 30' Span or less 30 to 60' Span Sprea r Bar 60 deorees or less I� 1/2 I 2/3 to 1/2 line r spnn apprpx.� T.Uner span apprax. REFER TO HIB-91 Truss rrlust be set this way if crane used. Truss is an examp(e, your truss may riot match. Insist crane operator sets truss this way. r�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-9I 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 loadin 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 Florid 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 A =<780 =< B =< 670 =< C =< 430 =< D =< 230 =< WALL KEY LOAD# DESCRIPTION INIT. DATE RA01 ADD Q' LANAI TSB 10/10/9 RA01 REV. C1 TRUSS RDG 3/22/00 RA01 REV I'DC/GDC=AU1'OCADCDM 3/26/02 CARPENTER CONTRACTORS OF' AMERICA 3900 AVENUE G. N. W. WINTER HAVEN FLORIDA 33880 PHONE: <800) 959-8806 FAXI (863) 294-2488 or BUILDER: D.R. HOR`I'ON PROJECT: VARIOUS MODEL: 1749 ELEV. A OR B CCA PROJ/MODEL: ,r 5H4/ 1749A,B A TOTC. LOT: U 6 BLOCK: J DESIGNER PAGE MG DATE: 9 7 1 LAN# 19650 t �4" CDM 3/26/02 2:15 PM 19650L n, Lj DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 • OCCUPANCY - RESIDENTIAL -- GROUP R • CONSTRUCTION TYPE- VI • 1-STORY RESIDENCE: BLDG HGT 19'-7" SPECIFIC PARAMETERS FROM FBC 2001 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 CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM 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 PART,T,,TIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 30PSF LIVE 1OPSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 10PSF DEAD STAIRS-40PSF LIVE 1OPSF 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 IMPORTANCE FACTOR 1.0 5. LUMBER A. ALL STRUCTURAL LUMBER SHALL BE #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 MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG Cl—COVER PAGE. PG 1—FOUNDATION PLAN/DOWEL LAYOUT PG 1A—LINTEL SCHEDULE PG 113—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A----ELEVATION "A" FRONT—REAR/LEFT—RIGHT PG 3B—ELEVATION "B" FRONT—REAR/LEFT—RIGHT PG 3C—ELEVATION "C" FRONT—REAR/LEFT—RIGHT PG 4AB—TRUSS PLAN "A" & "B" PG 4C—TRUSS PLAN "C" PG 5—ELECTRICAL PLAN PG DI—FND DETAILS/GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC DETAILS PG D4—CROSS SECTIONS 99 � (fl z�C � I m PLUS REVIEWkD 11TY OF r] ' O. . www. drhorton. com 6250 Hazcm..Itimm Natic>nal •C>r1ancJc>, 32822 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 NOV 2 1 2003 DATE: 11/21/03 SCAT : WI■1'-0' SHEET C 1 of 5 L I l ) 39'-8" 29' -8° 3'-8" 21'-0" OPT. 2 - 5 DOOR W/ ' CONC. PAD 2'-8" I 21'-611 I I — =�1----- Wc; I I LJ ISHOWERI D1 - G I I I m pl L---� LAV. LAV. � 2'_ I el 0'-0" ELEV. 14rFIN. CONC. SLAB m m _ O ®I 10'-0" �'-2" 2'-4" I I /4 .J 0 ■ a coNc. zo ) w } OPT. I 4 SLAB I l I I _ v 4 0 0 Ira DI o �, o I ��0= Xt'z �' I I p 0 b or, LI X 3 1/2" ■ EXTEND 10 SLAB 1 1/2" pl 0'-0" ELEV. FIN GONG SLAB m I = 3 1/2" CONC. REINFORCED IN W/ro"X6" #10/10 WWM ON ro-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR - APPROVED SUBSTITUTE, (RECRUIT Z�: 5Y&TEM) _Oil ck } } CENTER OF O Q I 2X(o WALL LL LQ -Q Q N 0 I i Q�� I I OPT. 0 \-1 I D. QLu Q-0 L J L1 WATER HEATER IN m r F 4 z SAFTEY PAN - r I OPT. x a o ' wc. I I I W. NZ� wUU 5 �' — �LJ L--J EXTEND mU I i SLAB 1 1/2" WH. TUB --- -- — ---- --I /COND.� �4" P.V.C.------_--------- A/G CHASE 3' - 0" I 3 1/2 m m I DI I RECESS 3/4" 4 --� EXTEND SLAB 1-1/2" W/OPT.DOOR OPT. 2 -S DOOR W/ CON(. PAD I I D 1 O - 8 EXTENp 4 1/2" DOWEL PLAN ■ N N N ENTRY ELEV. 99 c 77 SLAB 1 1/2" 0 co IF D1 �l LI---J II TUB I r I� LAV. LAV. ,2'_0�� 5�33�� 2laIe," OPTIONAL La I T i --------------------� TYP. B� I D1 1 pl 1 J■ � r OPT. L f SLANp J I � I I CENTER Or-112X& WALL I ■ REF. I II IRANGEI I N '� i � ■ EXTEND D1 SLAB 1 1/2" — — : — e — — — — ■ ■ 5'-8" " I� 3 1/2OPT. SLA5 3 1/2" �11P.V.C. I CHASE - `4 I 24"X24"X12" CONC. PAD I _' W/3-#5 BARS E.W.(ON CHAIRS) MIN. 3" COVER I _ (3 )Tyf=. � 8'-8" 20'-0" ----------------- ---� ENTRY ELEV."C" I I DI 3 1/2" CONC. J SLAB -3 1/2" ■ ■ '-10" 91_011 39'-8" 0'-0" ELEV. N FIN. GONG. SLAB c I■ PT TYf=. B pl ■ 24"X24"X12" CONC. PAD JJ/3-#5 BARS E.W.(ON CHAIRS) - MIN. 3" COVER m FOUNDATION PLAN NOV 2 1 2003 r BAKERS CROSSING FMO DEL: 99 1 7 A- g L99 9 4 99 SC L.DOWEL LAYOUT DATE: 11/21/03 SIC AT: 1/4' 011-02 SHEET 1 OF 5 LOT#86 r A l MODEL: 99 1 7 4 L 99 9 9 4 99 LINTEL ® SCHEDULES DATE: 11/21/03 SCALE: V4NEI1-01 SHEET IAOF 5 9 NOV 2 1 2003 LOT#86 11 PHASE#2 MODEL: 99 1 7 4 L99 9 9 4" WIND LOAD CALCULATIONS DATE: 11/21/03 SCALE: V4'■l'-®' SHEET I B of 5 u i 29'-811 3'-aII-}I_Q11 a'-4" ai-Sn CONC.PAD F _7 W/ DOOR OPTION \ SQ• rs VA CsS OQ. 'o I II '� I 25-5H LIVING 1100 50. FT. GAF�,AGE 430 5Q. FT. 1H3-6H LANAI l8 5Q. FT. m OWNERS WC. ENTR'r 22 50. FT. BATH 9'-4" CLG. [ _ ' TOTAL 2302 50. FT. (P 1� I \ / ENTR I ELL Y . II/II 01 l./ eQ. FT. m �j Lj LAV. � 0 LAV. 0 TOTAL 2290 5Q. FT. 00 00 N I W.I.C. to m Q� � I (CARPET) --------- 1R-1SH — — — — — � �_ Ul o0 r,-)KITCIIEN \/j �' D\ ILL �1 , "" A Fil 3611 °O O O °° REF. \ / 0 SPACE I./ \\ El ITCHEN FOYER 7 ——- 68" x 9" x la" ELIP.TOP (ELEV.A) I (2) 25-5H W/ 68" x la, ( LEV.544) ELIP_ TOP (ELEV.-A) I (2) 2F -SH - TEMP EMT. TEMP. (ELEV.-54C) �r (2) 1'-0" SL. W/ TRANSOM ABV. = N oX6 P05T (3)TYP. -8' 11'-1011 NTRY ELEV. 9' C 99 iGOND_� L--- - OPT. 2 -a DOOR W/ GONG. PAD N �r 0 m 2'-011 25-SH b- - - I o I LANAI j = OWNERS BEDROOM I (CARPET) 606a S.C�.D_ �I NOOK 1 1R-ISN 4-0 BI=. r�, 9FTC '-111 5'-6" 12'-10" 9'-7" _811 i KITCHEN _ lU 9' - 4' CL[x. Q1 m 61 m FAMILY I z e -' BDRM. 2 ROOM 9'-4" 9'-4' GLG. Iw (CARPET) (CARPET) 4 -o 3 -1 IQL 2'CC Q) r OPT. Z ISLAND I ® cY1 m' N ,,,) lla to I I 12'-311 -- ------I�RANGEm BDRM. #3 �,8 MG. OPT. GLG. ao-1 REE.O(CARPET) HALL N _ _ O O BATH LAUN. 9'-4" CLa n� -4' CLG. ARCH r —. — -i 4'-10" 6'-2" 5'-6" WC.II 4'-O" 12'-311 5_0 f 5R r - -' DINING IL Q l ROOM N (1> , 1RiSN MT. -- GARPE31-411 � m C IN A G (q/ 22 X 54 I ATTIC I P3,� L AccE9s— J W/ OPT. PULL DN. STAIRS20'-211 N GARAGE FOYER &a'x12'xIa" ELIP.TOP (ELEV.A) 8"x1a' (ELEV.54G) MT. (2) 1'=0" SL. W/ TRAN50M ABV. ■ 16'-0" X 1'-0" O.H. BARREL CLC%. ■ 10 -011 1-1011 �I-011 19'-a" (2) 25-6H W/ ELIP_ TOP (ELEV.-A) (2) 2ro-5H W/ SEE ELEVATION (ELEV.-5) 5'-611 11'-011 1 =�I OWNERS BAT?t r- I [•Z•Zd•7 NONE ENRON -�- N■E■■ ■ENE■ ■EN■■ ■ENE■ ■■ON■ ■■E■■ ow4 ERROR ■■m■■ j Lai I\ I\ I\ HALL BATH 4 4 1-011 � 1H3-sH WG. m -1'-111 Jz_ OPTIONAL OWNERS TUBATH � B ,yI ns DECK 9'-4" cL�_ 1 _>r el -all LAY. LAV. OP"TIONAL OWNER 41-011 I 41-B!/" 6 ARCH O EXTERIOR = . WALL �1�1�1111111 • c— 1101510�1 BAKERS ;ROSSING I. m10 It i • o-4r MODEL: 99 1 7 4 L99 9 9 4 99 FLOOR PLAN ("DATE: 11/21/03 SCALE: V4'■1'-0' SHEET 2 OF 5 1 19'-1" BLDG.Hr-:;T. EXTEND ROOF W/ OPT. — SERVICE DOOR 9'-4" BRG- 0'-0' FIN. PLR. N EXTEND PORCH CEILING TO HOUSE "E5ARREL" 12 24" STUCCO LOUVER CRICKET 1 _0 N 0" O.H. rl `Q El OFF RIDGE VENT m i -ter-ii � -�- FPONT ELEVATION 9'-4" BRCa. 1'-0" TEXTURE FINISH 0'-0" FIN. PLR — — — — m OFF RIDGE VENT KEY DETAIL 9'-4" BRCS. SCORED co STUCCO BANDS �0 0'-O" FIN. PLR. 0'-0" FIN. FLR. OFF RIDGE VENT 0 -i RIGII'1' ELEVATIOn' EXTEND ROOF W/ OPT. SERVICE DOO 9' - 4" 5RG. cif 0'-0" FIN. FLR., — EXTEND ROOF W/ OPT. SERVICE DOOR 9'-4" BRCS. 0'-0" FIN. FLR. LEFT ELEVATION EXTEND ROOF W/ OPT. EXTEND ROOF SERVICE DOOR W/ OPT. SERVICE DOOR 9'-4" BRCS. -0II �/2'-0° 21-011 IF I ) I I TEXTURE IHI c� FINISH ' OPT. DOOR W/ CONC. PAD rlL i r I i .1..0'-0" PIN. FLR. REAR ELEVATION EXTEND ROOF '-0" — — — -0 OPT. SERVICE TEXTURED I DOOR �PINISH I I 9'-4" BRG. I O'-O" FIN. FLR. ,2'-0" 1, BAKERS CROSSING LOT#86 PHASE#21 1 MODEL: 99 1 7 4 L99 9 9 4 99 ]ELEVATION >>A00 >> (DATE: 11 /21 /0 3 SCALE: Alull-®' SHEET 3 A OF 5 NOV 2 1 2003 w 1" 1 L K HEADER SPAN CH,4i;PT SINGLE STORM' AFFLICATION SIZE CLEAR SPAN DBL 2X9? DBL 2X8 DBL 2X10 DBL 2X12 UP TO 5'-4" 5'-4" TO 1'-0" I'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLIGATION DOWN STAIRS SIZE CLEAR SPAN DBL 2X(o DBL 2X8 DBL 2X10 DBL 2X12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO a"-0" V-0" AND OVER WA-N"" i v zi --t UH=H I HIM-3 I V pMC�. 2X4 WALL W/ CONT. SECURE WALL TO BLK. SHEATHING TO BRG. W/ 1/2"xV A.B. EACH SECURE WALL TO BLK. END (4-TOTAL) W/ 1/2 "x8" A.B. 32" O.G. TRUSS PLAN * CONNECTOR5 TO BE 51MPSON U.N.O. * TRUSS TO l3LK. META-16 W/12-106X1 1/2 * TRUSS TO WOOD MT5-12 W/14-106X1 1/2 M L K 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2 -12d EVERY TRUSS / 1X& NAILER :' z 2X RIDGE } 0 0� O� _LL �3-12d RAFTER TO NAILER 1/1(0° O.S.B. J lX5 NAILER � OR 1/2" PLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL/VALLEY � DBL. TOP PLATE JD 16 " O.C. 5.5. FINISH -16 ALL KNEE WALL DETAILC ENTRY (9 H[IP DETAIL PA BAKERS CROSSING i M0DuELo 99 1 7 4 zl L99 9 9 4" L s s PLAN A77 ^ 7) B97 DATE: 11/21/03 SCALE: Al ul1-m' SHEET �-ABor ELEGTRIG,AL LEC;ENID 5YMB0L DEr-INITION NOTE5 IIOV OUTLET 1/2 OF OUTLET 11mV OUTLET WI WIRED TO 6WITCH EQUIPED WITH dc-;Ff II0v OUTLET GROUND FAULT INTERUPTER 220V OUTLET EXTERIOR GROUND FAULT GFI WATERPROOF OUTLET INTERUPTER SWITCH It's SWITCH 3-WAY OPER. 4 SWITCH 4-WAY OPER. WALL 9 MOUNTED L IGH CEILING LIGHT (0-1 VAPOR PRO `' VP LIGHT (01 RECE55ED .� CAN VENT FAN I CFM PER 5Q. FT. VENT. FAN I GFM PER W/LIGHT 5Q. FT. 2' LIGHT STRIP 4' LIGHT 6TRIP FLO T LIGHT LIGHT RAP AROUND _ 2' FLOURECENT - - - 4' FLOURECENT PANEL METER SMOKE RATT. RACK -UP O W/ HARDWIRE DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE JACK WATER HEAT. WH Df5CONNECT AIR. COND. A/C D ISCONNECT TV. TELEV16ION JACK CEILING FAN/LIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER NOTE F — — 7 OPT. LIGHT 4 SWITCH W/ OPT. DOOR OE OPTIONAL OWNERS BATH OPTIONAL OWNERS BATHROOM FAN, FHONE, $ CATV LOCATION TO 5E [DETER„IINED 5'1' 5U"'ER AND 15UILIDER ,AT THE fRECON5TRUCTION lIEE "ING�. METER FIELD VERIFY r---7 F \ \ I OPT. LIGHT II / OFT. DOOR I 11 WP. GF I ININb[�01llMAI 110491U1 LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED eHOMEOWNER PRECON5TRUCTION MEETING NOTE: *ALL RECEPTACLES IN 5LEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: •20 AMP DEDICATED LAUNDRY CIRCUIT. 2 " VTR 2° 11/2" �1 1/2" WC. MAIN PLUMBING RISER DIAGRAM- 3 - VTR 1 1/2" I Vl'gl z j. I 1 1/2 OPT. MASTER BATHROOM PLUMBING RISER DIAGRAI 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D 200 AMP. MAIN Disc. SERVICE BY POWER CO. 4/0 ALU. CABLE TYP. 200 AMP IN51DE PANEL "4 COPPER TO 5/8' GROUND ROD ALSO SERVICE TO BE BONDED TO t=00TING STEEL ELECTRICAL RISER A/C DISC. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 012 COPPER TO LIGHTS E OUTLETS 010 COPPER TO WATER HEATER 08 COPPER TO RANGE BAKERS CROSSING MODEL: 99 17 4 ^ L99 � 9 499 ELECTRICAL PLAN DATE: 11/21/03 s C ALE: V4's l'-®' SHEET 5 OF 5 SP-4 16" O_C./EA. STUD 2X4 DBLTOP PLATE 2X4 MID -WALL. 2BLKC-�D-WALL MIANCHORBEDMENT 1 3' O.C. BLKG 2 �� ABV. GONG. io"X�o" #10 W.W.M_ #5 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.C. 2X4• MID -WALL 1/2" X 9" A.B. 32" O.C. z PSI EPDXY 25" MIN. ABV. �" EMBEDMENT BLKG 6" EMBEDMENT 2X4 STUD 2X4 STUD SLAB/6" MIN. EMBEDMENT 16" O.C. MAX. 16" O.G. MAX. 6"X6" #10 W.W.M. II 0 ro 1, #10 W.W.M. 2X4 P.T. SP - 4 16 " O.C./EA. A. STUD SP-4 16" O.C./EA. STUD /11 BT PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE L _ ° ° (2) GONT. 05 REBARS 1' -4" _ = 2 - #5'S ON CHAIRS 1-4 -7 71� } CONC. SLAB — � GONG. SLAB 1�_g�� CONC. SLAB 4 4 4 411 �_ m A� m 0 2 #5'5 CONT. 4 _ -" 3 #5's CONT. 2 #5's CONT. -' U TYP. RETROFIT FOR ALL 10 i,_ 0 TYP_ WALL SECTIONY � A OMfTTED FOUNDATION DOWELS WOOD FRAME FOOTING BLK. SINGLE STOR INTERIOR BEARING WALL INTERIOR BEARING WALL INTERIOR' BEARING WALL/No l�i=L (FT � 1= STOR�1' 2 - STOfi�'i' 1-STORY 25 3 1/2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE �--#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) 11 /� DIM VARIES 5/S DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. -f 5/5" G B II 6 "X6" #10 W.W.M. " 6 "X6" #10 W.W.M. CURE ro "Xra" #10 W.W.M. 9 ANCHOR BOLTS AT 3 O.G. " MIN # 6" EMBEDMENT � 7 5/S CURP II II - ONLY IF UPLIFT ON WALL X6 10 W.W.M. III MIN 6" EMBEDMENT EXTEND 1 1/2" m °X6" #10 W.W.M. z La II z II 0 rRECESS /2 f } } - IL_ m °� 2-#5'5 ON CHAIRS C3 5'S W/2-5TORY) Q ° 2-#5'S ON CHAIRS I' - 4'I q" o o 51NGLE (3-5'6 W/2-STORY) 61NGL STORY all 4 m 1_02 #5'S ON CHAIRS I _g 3 #5'5 ON CHAIRS 5TO8R1' TWO THICKEN EDGE GARAGE CURB STOP ?2-5TORY IDE FTG. AT GARAGE STEP-UP STORY s ORY INSIDE FTG. AT GARAGE STEP-UP BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 1-STORY BEARING WALL DOOR RECESS 8 �A CONC. SLAB OVER CLEAN, 5 RODS EA. WAY ON COMPACT TERMITE TREATED CHAIRS # g" CMU L, �o MIL. V I S. VAPOR TOP CORD BLOCKING AT 4'AIRS (MIN. 3" COVER) � ---� � O.G. MAX. IN FIRST 2 FRAMING 6 X6 #10 W.W.M. 4 GARAGE SLAB SPACES SPACES AT EACH END.—\ GRADE m SLIDING DOOR TRACK m CONC. ;0�jl RAFTER OR TRUSSto ��nt.i-r� id _ i� ROOF SHEATHING LAYOUT VROOF SHEATHING V A 11/2 v _y , II 9 1 /2 �� CURB WALL-' JaI\-CONC. DRIVEWAY ,a) GARAGE BEYOUND — o o 3 05's CONT. I „ 3" MIN. COVER AND ENDWALL BRACING FOR GABLE END FRAMING _n 0 z Q SLAB AT SL. GLASS DOOR 10 OPENING 1 2-STORY FOOTING BUILDING LENGTH 1� #8d GUN NAILS 04" O.C. #06 GUN NAILS a II II II TOP 4 BOTTOM EDGES 6" O.C. IN FIELD • II II p � .a POURED LENTIL . a' CONT. (TYP) TO BE (I II OUTSIDE BAR n Q 2X WALL FRAMING II II II CONTINUOUS Q z U (3) 1/2"X5" ANCHOR BOLTS ___ $ Z lU z z z O ' 5" CMU FILLED a or (3) 1/2"X5" J-BOLTS = _ _ _ _ _i� CELL (TYP.) f� MIN. (o" EMBEDMENT �3 �0 ' W/ 2"X2"XI/5 WASHER AND `� T,f'P. EXTERIOR SI-��,TN�NC� NUT SPACED EVENLY FROM 25 MIN. LAP � - � � `4 SHEATHING 6O _ EXT. FRAME WALL TO cfJ BLOCK WALL CONNECTION FLOOR TO BONA BEAM. SET TYP REBAR LAP �4 @ ATTACHMENT FOR ROOF SHE A IN JOINTS PRIOR TO FILLING. � CORNERS @ � � NOTE: (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) E WHEN GLUED TO ROIOF-12 IN FEIL liIEl" IBER 2-#5's REBAR 6 1 STOR�N ORMA �ON /@ EDGES 4 10D 3-#5's REBAR a 2 STORY -8 TYP. EXTERIOR SHEATHING ATTACH- LENT POURED LENTIL FOR SHEAR AND UPLIFT GONT. (TYP) (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED PRE -CAST HDR. SIDES' ARE NOT REQUIRED EXCEPT AT OPENINGS BOND BEAM z 2X(o GARAGE DOOR BUCK W/ TIE TO HORZ. BARS (3) I/2"X5" ANCHOR BOLTS or (3) 1/2"X5" J-BOLTS a" MIN. EMBEDMENT } (0" EMBEDMENT MIN_ O 8" GMU FILLED d Ica W/ 2 "X2 "XI/5 WASHER AND DELL CT1'PJ - NUT SPAGED EVENLY FROM #Sd GUN NAILS HORz. REINFORCING VERT. REINF. FLOOR TO GARAGE DOOR NDR. 12" O.C. IN FIELD 6 HOOK " IN GROUTED ; CELL IN JOINTS PRIOR TO FILLING. � 1-2X(o PT BLOCK m CENTER OF DOOR HEADER W/(1) Lu (1) 1/2 "X5" ANCHOR BOLTS z 0 ' or (1) 1/2"X5" J-BOLTS GLEANOUT REQ'D z O . .. FOR GROUT L IFT 6 ° EMBEDMENT in _ > 5 FT. UNLESS W/ 2 "X2 "X1/5 WASHER AND NUT �4 HORZ. REINFORCING Z W FOOTING DWL IS 6" NOOK } NOT REQ'D. TYP. FLOOR DECKING ATTACH"IENT TO FLOOR JOIST G NORIzONTAL/VERTICAL REINFORCING cn O EA SHEET TO BE GLUED AT ALL EXPOSED JOIST Nov 2 2n BAKERS ,".01ROSSING IMONOLITHIC BLOCK DETAILS NOTES FSCDATE:g10/7/03 ALE: V401�->�� 2X4 SUB -BAND 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND CHASE C•;ROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM FEILD STREAM FOR CONNECTOR) FEILD STREAM 2X6 a SUB -BAND 2X6 SUB -BAND 2X6 SUB -BAND FIRST TWO BAYS LAKE KEHOE,CYPRESS HEAD METAL LATH LAKE KEHOE,GYPRESS HEAP LAKE KENOS CYPRESS NERD 4 0 O.G. MAX ALOMA WOODS ALOMA WOODS -v—ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" aSB OR -1/0" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE s'-- 7/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION R-19 INSULATION OR 1/2" PLY, W/ 15# FELT -i/16" 055. SHEATHING FIBERGLASS SHINGLES __ OR 1/2" PLY. ON #15 FELT OVER I HURRICANE STRAPS �1/16 OSB. SHEATHING 3/4" t 4 G PLYWOOD 2X4(CONT.) (SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. -o-- ROOF TRUSSES � TO BE GLUED FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT_ S SfifFF ACK AT FOR PROPER 24' O.C. NAILED 2X4 DOUBLE PLATE (TYP.) 2X4 PF B BRACING HETA-16 LL UPRIGHTS OVER 4'-10" EMBEDDED 7zr METAL DRIP EDGE ° (1/'#5 CONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP SILL ENG. GABLE TRUSS IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ALUM. FINISHED VENTED SOFFIT 1/2" GLG BOARD 4 TEXT. -1/5" TEXTURED FINISH 8 o 0 LINTEL BLOCK FILLED 1/2 ALUM. WINDOW DRYWALL OVER 15 FELT OVER R-19 INSULATION TEXTURED SEE FLR./ELEV FOR DES. WOOD BASE CTYP.) CMU S PRE -CAST LINTEL -1/S"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD -i/16 O.S.B. SHEATHING FELT BARRIER OVER GLUED 4 NAILED OR 1/2' PLY. /--� FINISH ALUM. WINDOW 1116" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE TWO STO�Y SEE FRAME PLANS TO pBL TOP PLATE W/ 1/2" CLG. BOARD � TEXT. PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR M5TA-24 24" O.G. MAX T-�RR S" CMU R-4.2 INSULATION O (I)'S CONT. FOR HDRS SIZEAN HETA-16 1X2 FURRING STRIPS SAND DETAIL IX2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" WOOD BASE o oZil I/2" DRYWALL SEE FLR./ELEV FOR DES. SILL S LINTEL BLOCK FILLED I/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER O Q FELT BARRIER PRE -FA8 TRUSS Q ALUM. WINDOW , FLOOR JOIST/ 6'X6' #10 W.W.M. SEE FLR./ELEV FOR DES. 51LL FLOOR TRUSS 0 OR FIBER MESH SEE FRAME PLANS SP-4 32" O.C. STUD] 2X4GDSL TOP PLATE REINFORCEMENT PRE -CAST SILL FOR JOIST TYPE GONG. SLAB OVER GLEAN, HETA-16"� 32" O. G. MAX 1/2' GLG. BOARD 4 TEXT . 1/2" DRYWALL COMPACT,TERMITE TREATED ° (1)"5 CONT. ? w z w SOIL OVER 6 MIL VIS. VAPOR g" LINTEL BLOCK IX2 FURRING STRIPS 2X4 WOOD STUDS 1'-4° 2 05 CONT. 8 CMU BARRIER,UJ/6X6 #10 WWM (FILLED) 2X4 CONT. STRESS eI�o O.C. U m U BLOCKING MID -WALL TEXTURED FINISH 1/4" _ o 0 WOOD BASE (TYP.) PRE -CAST LINTEL 1/2' DRYWALL 2X4 PT. PLATE p SF-4 32" O.C. e STUD 1/2"X9" A.B. 32" O.G. < ALUM. WINDOW (WHEN UPLIFT) � �.,��. �� S�C�.I®N � � � SEE FLR./ELEV FOR DES. SILL 6" EMBEDMENT o 7? E3L<. 1= STORY ° ° „ # _ WOOD BASE (TYP.) CONC. SLAB z 6 X6 10 W.W.M. PRE -CAST SILL 4" 4" , z z w 3 #5's CONT OR FIBER MESH CONC. SLAB 2 S's CONT. _ RE INFORC�''MENT 1' - 4" m } Y } 1 _8„ S CMU 6 MIL VIS _ S�-ORY �0 0 VAPOR BARRIER TEXTURED FINISH 1/4" fNTERIOi� SEARfNG WALL_- ASPHALT SHINGLES OVER TYP. WALL SECTION � NOTE: FOR WALLS W/FLOOR LOAD ONLY 015 FELT ON -1/16" O.S.B. Q 0 w DO NOT INSTALL CONNECTORS. 2"X4" BLOCKING ~ 1 < 1 SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STOR�1' Z „ # 2X4 pBL TOP PLATE METAL DRIP EDGE 4'-0" O.C. MAX 6 X6 10 W.W.M. 2X4 SUB -BAND —� ° °REINFORCEMENT CHASE GROVE WOODS SEE TRUSS ENG. FEILD STREAM ROOF FRAMING W/ CONNECTORS FOR PROPER w z w 2X6 SUB -BAND (SEE TRUSS PLAN) } Y } LAKE KEHOE,CYPRESS HEAD BRACING N O = 0 (3) #5's CONT. ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE U m v 1/2" DRY WALL WRAPPED/ALUM FINISHED FASCIA 24" O.C. CRIPPLE STUDS FIRST FLOOR BLOCK ENG. GABLE TRUSS R-19 INSULATION 2X4 SPF STIFFBACK AT SECOND FLOOR FRAME �/16� O.S. ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) 1/5" TEXTURED FINISH HEADER (SEE PLANS) OVER 151* FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE-FA8 TRUSS 2X4 PT. BT. PLATE J 1/16" O.S.B. SHEATHING �� 1/2" GLG. BOARD 4 TEXT. TEXTURED FINISH I/2" X 9" A B W/ OR 1/2" PLY. 2X4 NAILER CONT, 2X4 DSL. TOP PLATE LA H Of;. METALL MIN. 6" EMBEDMENT (2) LAYERS �/16 5P-4 32 O.C. � STUD II OL�1'O�ER TYVEK :,..1,,. O.S.B.SECURE EA, LAYER 1/2 DRYWALL 01E, 2" DIA. WASHER 2x4 P.T. PLATE W/ o W/2 Sd,s S"-12" O.C. -�•- HDR. STUDS)/JAGK(S) 1/2 "X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS ,.r#52REBAR cONT. MIN. 6 EMBEDMENT 1/2 X 9' A.B OR J-BOLT LSTA 12 FULL LENGTH StUD(S)/ 2X4 CONT_ STRESS ill " O_C. W/2' DIA. AT 32" O. C. 1 r�'<f• SECURE TRUSS TO 2X6 W/ 32 O.C.MAX STUD TO HDR_ KING STUD(S) SP-4 BLOCKING MID -WALL '~ At'•.• p• ••. TOP 4 BOTTOM) •,•,r•'' 126 @ 6"-8" CNF3/4" TG SUSFLOOR OC.ILLED LINTEL PLYWOOD TO TRUSS NAILING BLK. REINF. WITH 01 15 ROD I GLUED 4 NAILED O. C. ,w EDGE ••.•+ 6° 0. C. IN FEILD all CMU FLR. JST. SIZE SEE FRAME PLAN TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4' R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR, STUD TO 1/2" GLG. BOARD TEXT. _ 1st FLR. STUD 2X4 DBL. TOP PLATE 1.000D,41„C TO3L.iG. 1/2" DRYWALL — — — I _F — — — — — — I MSTA-36 32" O.C. 1/2" DRYWALL 2X4 WOOD STUDS I I I I I I 2X4 GONT. STRESS 0@1(0" O.C. WOOD BASE I I I I I I BLOCKING MID -WALL I II II I I I I I I 2X4 PT. PLATE X X NAIL PER SCHEDULE/ SP-4 32" O.C. a STUD 1/2"XS" A.B. 32" O.C. u 1 = BOLT PER FNp. PLAN 1-1-0I I I I I MIN. 6" EMBEDMENT A z< oo)777 611X6" 010 W.W.M. CONC. SLAE3 z 2XO RIDGE 111(L 0 0 OR FIBER MESH 4" 4" 2X4 COLLAR TIE O REINFORCEMENT TYP EXTERIOR C='ENING IN FRAt-I 3 s GONT. 1 -8 = EVERY OTHER RAFTER IL wz } �, 4 2X6 RAFTE N 0O Lu } �w l) m U 2 #5 CONT. U 1'-4" Z TYP. WALL SECTION 2 —�TOR1 2-126 EVERY TRUSS INTI=RIOR 5EARING WALL 1X6 NAILER 3-12d RAFTS 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. O.S.B. 1X& NAILER 1 OR 1/2' PLY. 2-12d EVERT" TRUS E3L< 1-STORY (GABLE) WALL AND DEADER V. AMINE ETAIL=/V'/ EY SON � � STIED RQORMNTS NOV ? 1 9nn-1 MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 6'-0. 4'-II 1/2 -T'-11 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 I 3 MONOLITHIC BLOCK DETAILS & NOTES DATE: 10/7/03 SCALE: V410-01 SHEET � 2 ®r F m # IOOO UPl_ I1:T S IMPSOM MT5-12 W/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 L�=LIFT (2)5IMP5OM MT5-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/7 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -RUSS FINISH m LANDING 5 BOND BEAM TAP CONS MIN, 2" COVER 2 " APART TRUSS ANCPOR lDTA l L= fRTfROF I T 9" MIN. LESS THAN l0' REQUIRES I" NOSING DBL 2X12 FLOOR J015T 3/4" PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RISER5/TREADS ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUfVALENT GRASPABILITY WINDERS- MIN. 6' WIDE 10 NARROW END MIN. 11" WIDTH 'D 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX DBL. TOP PLATE - 2X4 STUD 1/16" OR 15/32' O.S.B. Wn/8' TEXTURED FINISHED OVER GALVINIZED METAL'-1\ PAPER BACK LATH SIMPSON H-5 (MIN-) a 2X4 TO TRUSS PRE. ENa TRUSS 2X4 BTM. PLATE 3/4" PLYWOOD i2X12 TREAD CUT TO FIT ,— 1X& RISER LESS THAN 4' TYP. I% IIJ II BETWEEN SPINDLES II � II II II SP4 OR H-5 TOP PLATE TO STUDS i 2'-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' i `v 10'-0" FRAMED CRICKET HANZ 1/2" G IX 1' NOSING TYP. cal � 1- STAIfR SECTION [DETAILS PRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA '1/16' OR 15/32' Wn/8' TEXTURE FINISHED OVER GALVINIXED ME PAPER SACK I C 11"I1N 1D E T A I L 5 CRICKET SIMPSON H-5 (MIN.) C 2X4 TO TRUSS SECTION 2'-5-1/2' FILAN VIEW 2X4 STUDS FROM TRU86 STUDS TO DBL. PLATES A5V. 12" q 36" MIN. FINISH STAID UJINEDF IDTAIL ASPHALT SHINGLES OVER M 15 FELT ON 1/16' O.S.B. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-12d m EA TRUSS ( DIAGONAIL BRACE f/ TO COVER 5-TRU55E6 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING 5EAM5 (2) 106 NAILS EA END TO TRUSS 2X4 SYP 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' -1/16' OSB SHEATHING USE ad NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMON] (W/ 2' DIA. WA5HER5) 0 32" O.C. MAX. I/2" CLG. BOARD TRUSS 2 ' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d to EA. TRUSS R-19 IN 1-05 REBAR CONT. 2X4 OFF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1' TO 60'-0" (3) 'X' BRAGE (1 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) GrAE3LE END CROSS 5RAGING I =STORY F2X4 SECURE TO 2X4 BLK W/2-12d RE TQ BLK W/ META-ib 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.C. MAX TYP. 2x4 BLK SECURE THRU TRUSS W/3-12do PER ENG'D TRUSS 24' O.C. MAX 21 _011 EXTENSION e OFT SERVICE N.T.B. METAL LATH 1/16" OSB OR TEXTURED �/16" OSB OR- 1/2 " PLYWOOD FINISH 1/2' PLYWOOD W/ 15" FELT W/ 15'* FELL 2X6 (CONY.) 12X(o (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. META-16 JOINT OVERLAP CAULK SIMPSON CMU'5 HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO STORY TWO STORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING (2) 2X4 02 ND SYP DIAGONAIL BRACE— W/ 3-12d 0 EA TRUSS ( DIAGONAIL BRACE= TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' T/16' OSB SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o_c. FIELD 2X4 W/ 3/8" X 5 LAG OR SIMPSON HTC-4 0 32' O.C. MAX SHEATHING NAILING TO BE 6"-V O.C. IN FIELD 4' O.G.®ALL EDGE6 W/Sd NAILS ASPHALT SHINGLES OVER N 15 FELT ON Z/16" O.S.B. — �COMMOM 1/2 CLG. BOARD TRUSS 24 O.G. NAIL CONY. SAT RUN TO INSULATION TRUSS W/ (2) 12d I EA. TRUSS R-19 MIN. 2X4 5YP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 =TM PLATE SUS -FLOOR yAILED HI=TA-16' FLR JOT TO BLK \'—FLR TRUSS 1-05 REBAR CONT. 0'-0" TO 30'-0" (1) 'X' BRAGE 30'-1" TO 60'-0" (3) 'X' BRACE (I 'X' BRAGE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) SA LE ENID CR035 RACING 2 -eTORY ilk A • -ice PHASEI MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 10/7/03 SCALE: 1/4'=I'-0' SHEET D 3 0IF 4 i 6 2 X 4 (MIN 2 X WI-3/16 TAPCON 2 X 4 (MIN 2 X WI-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 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) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X (o (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 8' FROM EACH END AND 18' PRECAST HEADER(MIN) MIN HEAD SIZE 300 18" O.C. MAX. SPACING. O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 2 X 6: 8' FROM EACH END AND IV' SECURE TO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT W12-3116' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN EXISTING BLK ABV. PIN (MIN SHANK 51ZE.145 MIN HEAP SIZE300 16" HIEGHT. 2 X S (MIN 2 X 3) 2-3/16 TAPCON I/4' TEXTURED FINISH MIN HEAD SIZE 300 MENT' 1 1/4') MIN EMBEDME OR DRIVE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" MIN HEAD SIZE 300 7,8' TEXTURED FINISH WITHIN 8' OF EACH END 4 O.G. MAX. MIN 1-1/4' EMBEDMENT - MIN EMBEDMENT 1 1/4") 7/16' OSB SHEATHING IS' O.C. MAX. SPACING. 8' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER Iro" 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 �/16' 05B SHEATHING 2 X SOLID BLK'G m ARr-H SECURE TO BLOCK --1/2' DRYWALL MIN HEAD SIZE 300 1/4' TEMPEREP MASONITE SECURE W/2-126 EACH END W/2-3116' TAPCONS OR DRIVE 8' CMU--- 1'X4" OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE E NAIL W/86'5 8"-12' O.G. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 15' MTL WDW FRAME MIN HEAD SIZE 300 - ---DOOR CASING O.G. MAX. MIN 1- 1/4' EMBEDMENTMIN CMU WALL EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 NOTE: +NOTE: NO GAP m WDW FRAME 15' D.C. MAX. SPACING. DOORJAMB SHIM AS NEEDED TO PLUMB JAMB f I I %� j j� I I j� � � �c f � I � " � I �l � l� I �l � �_ TO EXCEED 1,4' ATTACH TO 2 X DO NOT EXECED 1/4'. PER MANUFACTOR S DETAILS. I, I �C H W A� D T A I C IJT A UJ A"� [DOO JA115 TO - � 0C< 1-1/2 " 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') l/8' TEXTURED FIN15H 8' FROM EACH END AND 18' MORE THAN SECURE 2 X RIP TO FIT 16' OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-12dS 6'-S' O.C. MAX. SECURE THUR FRAME AND 16' HIEGHT. EXTEN2 1-114" INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON X 4 16" O.G. MAX.(WHEN OVER It,' IN HIEGHT.) W/3/1D6'TAP CONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 PIN MIN HEAD SIZE 300 2 X 4 (WHEN OVER 16" IN HIEGHT) X SOLID BLK'G ARCH MIN HEAD SIZE300 I/2" DRYWALL MIN EMBEDMENT 1 1/4") SECURE W/2-12d EACH END MIN EMBEDMENT 1 1/4') II MIN 8 CMU - I'X4' OR I'X2' P.T. NAILER 8' FROM EACH END AND IS' REFER TO MANUFACTURING O.C_ MAX. MIN 1-1/4' EMBEDMENT 1/16' 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' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) MTL WDW FRAME NOTE: OR DRIVE PIN (MIN SHANK SIZE.145NOTE: �-2X4 NO GAP m WDW FRAME SHIM AS NEEDED MIN HEAD SIZE 300 BLOCKS TO EXCEED 1/4' DOOR JAMB TO PLUMB JAMB MIN EMBEDMENT 1 1/4') ��- CMU WALL DO NOT EXGCED 1/4'. 8' FROM EACH END AND 18' O.G. MAX. MIN 1-I/4' EMBEDMENT A 1�C H W A� DETAIL C U T A W A D O O FR J A 5 TO 5 L O Cr,,, 3/4 O f;;� 5 /' AC1=�UJA"�r D TA L 1011 AND Uf=:) NAILING SCHEIDULE ALL NOTE: 'r IN RERERENC H ROOF OfAPHRAM TO F L O R I I> A B U I L C)I N G USE lAb' 0,5.5. OR I/2' PLY WITH re GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 'S CAN NAILS AT 6' OL. AT C,CX:>E2001 INTER`1EDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE V GUN NAILS • 4' O.G. SITE PLAN N CITE S EXTERIOR SHEATHING USE "IRS' O.S.B. OR 1/2' PLY W17H '8 GUN NAILS AT 6' O.G. AT PANEL SIDES AND i8 CAN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND '8 GUN "1-8 AT V oG. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 16' ABOVE NTEWEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAc}E ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION NAIL REQU(REMNTS ABV. 10.5' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. F-6-1ZE-F HEAD LENGHT DIA. TENSIL STR. 3) LOT DRAINAGE SHALL CONFORM To ALL LocAL CODES, FzkGULAI [C)N'3 AND RESTRICTIONS HAVING JURISDICTION. ed ROUNDIMODIFIEP I -1/&. .113 1.10000 OR' 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 10d 2 I/8' 128 11IDID00 -- ---- - -- /♦_HIYyJOVHrI1VCi, IIiICI[3HI IVIY, pl=. �!'1II`iC3, C IG. ✓7F'INL!- WIYVri , I V �wNl NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER GENERAL NOTES 6) SWIMMING POOL, PECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEEREp SWOP DRAWINGS. 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: PLUMBING N OTCC S I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING COPE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (U AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXPOSURE 'B' DBL. TOP PLATE 6. INTERNAL PRESSURE CO -EFFICIENT +IS THRU -IB 2) WATER LINES SHALL BE CPVC. DBL. TOP PLATE � DBL. TOP PLATE 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH I/2' AMAFLEX. CONTINUOUS WALL FOOTINGS. DBL. TOP PLATE 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACf 318 AND WITH 5) SHOWER HEADS 70 WAVE 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 NIMMUM COMPRESSIVE STRENGTH OF 2500 2X4 1(o' O.C. MAX. PSI IN 28 DAYS 6) HOBE 5156 TO BE PROVIDED WITH BACKFLOW FREVENTER C. REINFORCING BARS SHALL CCWORM To ASIM A615 A616 OR 611, GRADE 40 4. DESIGN LOADS 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16" O.G. MAX. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER I(b EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. ROOF LIVE LOADS OF 20 PSF &) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. SECURE 2X4 A. ALL 6TRUCTUAL LUMBER SHALL BE 02 SYR ALL STUDS SHALL BE STUD GRADE SPF. , CONCRETE OR MA50RAW S) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL LUMBER EXPOSED TO WEATHER, OR AGAINST BOILN TO WOOD W/2 -12d iv(ALL SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFOFd 1B TO BE 3/4' DECKING. SEE POOL OVIIDE 6'-8' O.C. STAGGERED SECURE 2X4 PLPARATELY, UMBING CONTRACTOR SHALL PROWOINCOPIES OF 'AS -BUILT* TO WOOD W/2-12d m 6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 6'-S' O.C. STAGGERED FLORIDA BUILDING COPE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. BT. PLATE a TRUBS MANUFACTURER SHALL SUBMIT SIGNED ANp SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, SECURE 2X4 W/2-3/16" TAPCONS BT. PLATE -1. GARAGE DOOR RIDGES. OR DRIVE PIN (MIN SHANK SIZE.145 A. ENGINEERED FOR 120 MPH WIND m3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. MIN HEAD SIZE 300 C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN EMBEDMENT 1 1/4) SECURE 2X4 W/2-3/16' TAPCONS 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDNG CODE OR DRIVE PIN (MIN SHANK 5IZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 2001. WITHIN S" OF EACH END NOT TO MIN HEAD SIZE 300 IN B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 11/4") PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. FOUNDATION NOTES SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT To S) I 5) ALL WATER CLOSETS SHALL BE WATER SAVING If, GALLON FLUSH TYPE MIN. 2-12d PER BLK EA. END EXCEED 18" O.C.MAX. I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE SEARING BL_OCK NOTES 1/2' PLYWOOD PRESSURE. OR T/16' O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SECURE TO SHEATHING W/ 1/2" PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM CW AND CI45 AND SHALL MIN. 2-12d PER BLK. EA. END OR 1116' O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA GOMMPRESSIVE STRENGTT OF IS00 PSI. MORTAR j {� /I I I I I I ilk, I! ICI ICI JI 3. CONCRETE 28 DAY StRENGHt SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTT1 G210. AGGREGATE METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE \ ,, ,X\ 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: FOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED 501L. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, 6GFiZEWS, 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 PIPPED GALVANIZED MEETING THE AST REQWREMEASIM A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK,, GENE FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'xB' W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE &WELLS. MORTAR JOINTS FOR BOOP MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS BHALL BE RILL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/&' THICK ROOF LIVE LOAD: 20 PSF 3. MASONRY WAL1-6 61HALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-15 REBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G. 3"-5 REBAR 2-6TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. 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 GAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIE FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A617, OR AlOrb. 1 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE NOV 2 1 2003 BAKERS CROSSING W01FA "'4 _1 MONOLITHIC BLOCK DETAILS NOTES (DATE: 10/7/03 SCALE: SHEET D403F A