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HomeMy WebLinkAbout324 Lusitano Way 04-913 New SFH-A L PERMIT ADDRESS s CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNER ADDRESS PHONE NUMBER D_R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE 'j� I SUBDIVISION PERMIT # ` e10 DATE PERMIT DESCRIPTION q%,k,9. PERMIT VALUATION a %4%® SQUARE FOOTAGE %"afil 0 d H q01 OI' 4 A 16' 10" 23' 2 2' 9" 19, n,, APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT =I-3/16 6017oM =2X4 6 12 TOP =2X 1 9 O ➢9 TRUSS END DETAIL Ilv 1 l IILf I y IIV i 11111111M 8' -0` EL_EVATI❑N 9' -0'/ ELEVATI❑N FLOOR TRUSS xxxxxxxxx"FODYx'FOR PLYWOOD 17'-4-3/4" EL_EVATI❑N Tota l Truss (want I ty = 108 P O APPROVED TRUSS ANCHOR BY BUILDER BOTTOM 4X2 'rnM n \/n TRUSS END DETAIL Alternate loading notes WIND SPD/TYPE— 120/ENCLOSED OR: BLDG EXPOSURE= B USAGE-- RESIDENTIAL CAT II 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 NOTE: 131 TRUSSES 612 ARE TOP CHORD BRG. TRUSSES TRUSSES 131 A2,A3,8c A4 �'_9I� F D 14 —4-12" a 3 17'-4-12" 2ND FL 12 CLG. SECTION A 0 a� TCLL 40 TCDL 10 BCDL S TOTAL 55 JL= SIMPSON THA 422 HANGER SCHEDULE OR t 23' 2" r I UL o N N N cc `� o, N N _ C_ P N o - O w 0 r CD J F-T3 0 'L_ F-T2 LL Ld >f— W N 0 _ K1 F-- 0 z O U IL P \ N L� rr 00 \ N O _ � LL_ x x x _ x x x xx x x x l 11 Iv.111 .119 1 S I 1 II h19 L J 1 I V I V I\ L� v'. 1\ I 1J DUE TO DEFLECTI❑N DIFFERENTIAL (SEE STR❑NGBACK LETTER IN ENG, PACK) POP\ MAXIMUM FPFPC11V�N�55, IN5f&U 51RONGOACK5 PFFO\� 5HFE11N6 15 APPLEP TO 1RU55�5, GA�AG� �IGN�' IN 01 General Notes 1. 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. At l truss spac I ng 24' ❑. C. un l ess otherwise noted. 4.Per Truss Plate institute HIB-91 recommendation permanent X-bracing should be placed at a maximum spac I ng 15' ❑. 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 detalls, ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCDL 10 PSF TOTAL = 37 PSF DURATION = 1.25 WIND SPD. = MPH UPLIFTS BASED ON= 10 PSF FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF UPLIFTS SPAN/UPLIFT A =< 530 =< B =< 830 =< C =< 310 =< D =< 240 =< FGD3 =< 1150 =< FGD1 =< 2890 =< FGD2 =< 940 =< WALL KEY LOAD# DESCRIPTION INIT. DATE RCO1 ADDED ALT 01 EC 3/23/98 RDO1 REV FGD°BEAR HGT PFH 3/17/99 RE01 REV FLOOR TRUSSES JB 2/17/00 RE01 wds Omit (2) A2, Add (2) Al 9-15-00 RE01 REV. FOR FBC CDM 4/1/02 RE ADD ELEV. "D" JRH 12/8/03 �-- CARPENTER En CONTRACTORS OF AMERICA 3900 AVENUE G. N, W, WINTER HAVEN FLORIDA 33880 PH❑NEi (800) 959-8806 FAX (941) 294-2488 BUILDER: D.R.HORTON HOMES PROJECT: VARIOUS 2879 &Icel S CCA PROJ/MODEL: 5H4 6/DS/�C 2879A,B,D ALT: W/01 OTC: LOT: Y 9 BLOCK-j DESIGNER PAGE JB DATE: 2 17 00 LAN# SCALE 21164 1 4 111=11 i; a n I DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 • OCCUPANCY - RESIDENTIAL - GROUP R • CONSTRUCTION TYPE - VI • 2-STORY RESIDENCE: BLDG HGT 23'-6" SPECIFIC PARAMETERS FROM FIBC 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 BIE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTUfRAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONTFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLO)RIDA 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 30P'SF LIVE 1OPSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 1OPSF ]DEAD DECKS-40PSF LIVE 1OPSF DEAIJ) STAIRS-40PSF LIVE 10PSF DEAD) ROOFS-20PSF LIVE 17PSF DEAD) C. BASIC WIND SPEED MPH (M/S)= _120. D. INTERNAL PRESSURE CO -EFFICIENT=+ .18 E. BUILDING CATEGORY=B, USE IWPORTANCE 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 v A. PRE-ENGINEERED WOOD "TRUSSIES 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 S)EC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY M&NUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG 1 FOUNDATION/DOWEL PLAN PG 1A LINTEL SCHEDULE PG 113 WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3 2ND FLOOR PLAN PG 4A ELEVATION "A" FROINT/REAR PG 4B ELEVATION "B" FROINT/REAR PG 4C ELEVATION "C" FROINT/REAR PG 4D ELEVATION :,D;; FROIN /REAR PG 5A ELEVATION A LEFU RIGHT PG 5B ELEVATION "B" LEF`II'/RIGHT PG 5C ELEVATION "C" LEF'II'/RIGHT PG 5D ELEVATION "D" LEFT'/RIGHT PG 6A TRUSS PLAN PG 6B TRUSS PLAN PG 6C TRUSS PLAN PG 6D TRUSS PLAN PG 7 ELECTRICAL PLAN PG 7A ELECTRICAL PLAN PG 7B OPT COVERED PORCH PG D1 FND DETAILS GENER.'AL NOTES PG D2 CROSS SECTIONS PG D3 MISC. DETAILS PG D4 MISC. DETAILS 0 y 9 -J 9 9 10 879 AA" www. drhorton. com CBC055300 R PLANS REIIIEWED CITY OF 5A 0R 6250 Hazeltine Natic>nal Drive Orlando, FL. 32822 Tat= (407) 857-9701 Fax (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 JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BAKERS CROSSING LOT #89 PHASE #21 MODEL: JJ 2 8 7 9 - RJJ COVER PAGE DATE: 11/17/03 S CAL.E: 1/4' ■ 1'-m' SHEET 1 OF' 7 3` 34 F ,f S }Ys Y 2 ' 1 1. 4 4 , �s fl kAry'.4 k,. h, k =I 9 I ,? .r r s I .�� 1':�'-10" 3 1/2" TNK. N SLA 4'-011 , 2'-III, 3 1/2 THK. � 4 1/2" _- GO C. B CONC. SLAB O i tq W/ OPT. DOOR I , 21'-01' v 2'-10" -1 31 _411 3 1/2" ■ ■LJ■ I •s ■ ■ � ■ L — 1-2 .WC. B I 1 D1 I 13 I - RECESS 3/4" DI I DI i O EXTEND SLAB \ W/OP7.D — — —----------- ---/ I I 3 1/10 ]-loll , 30 -4 CENTER OF I CENTER WALL RECES ■ I = ° p 2X4 WALL 2X4 w I I-3 1/2" _ I I 4 -' I I I �SNWR, I IQ�o� tuB �z"Qtw I I -- 00�< ca I I I ■ ■ I w N [X Z w a I I I m'-0" ELEV. U O += w N I FIN. CONC. S!_AB O pr I 2,4 _ tK'-- (L w I I I D 1 I m I mx �-/ OL [z ■ I -,—J � o � I ► I I } 1l'-0'I 23'-011 26'-3" I 13'-9" IU wQ Ip- 04 r-1 CENTER OF I—�� ■I I, Cn 2Xro WALL ►WG.� /o-qo — , — — — — — — — — — — — — Q N 1"-CHASE FOR I ,- N I ° w Z OPT. ISLAND- = uJQ O OFT I OPT. I I OPIt� 4" VC. L11 a) I W.1-1 RANGE F- I I D. I (CHASE n —1 4'=11" 2'-411 OPT. I \ \ m 0 REF. I L--►� I ---- -- -- �1�� X� SQL > EXTENp (UJ /COND! -qQO 1 N U MI: I L SA B 11/2 -3 1/2" 5 \JIB J m Ou m D1 I D1 OPT. -� Nv �p Z 3'-2 p1 20'-8" �16'-211 _ RECESS 3/4" 4 I 01 I m ° [Q = I = EXTEND SLAB I ' 1-1/2" W/OPT u}l N = DOOR. n, w I �co Q O O m E EV. "C" VC)" ONL-r I Po U L 24X24 CONC. PAD - 0 Z W/ 3#5's E.W. u- 52 "X24"X1211 w SA m 0 O , ■ CONC. FAD (Lr- W/3-05 CONT. O = CON CHAIRS `y �4 MIN. 3" COVER I_7YP. � = cf� ■ ■ I B 1 1/2 "X5" A.B. EXTEND 32" O.G. SLAB 1 1/2 N D1 DI (TYP) — 11 SA D1 DI I—-4 1/2" ■ ■ ■ . ■ ■ 24"X24"X12" 3 1/2" THK. CONG. PAD W/ CONG. SLAB 3 sISI E.W. MIN 3" COVER 13,a4 01_411 TUB � LAV. /r - -- — — — — — — — — — — — — --/ nOPT. OWNR.' S BATIK[ I ■ ------------------------ ELEVATION 99 c 99 I I T,-P. ■ I B I 1/2 "X5" A.B. EXTEND 32' O.G. SLAB 1 1/2' J 3 1/2 " -�3 1/2" TNK. BONG. SLAB CONC. PAD W/ 3 #5'8 E.W. MIN 3" COVER \ 22'-4" 5'-all 1-011 — — — — — — — 9 2003 v Q BAKERS CROSSING LOT #89 PHASE # MODEL: "2879— R" BLOCK 94 BRG. FOUNDATION DOWEL P LAN MEMO r.AT.: 11/17/03 SCALE: 1/41■1'-®' SHEET 1 OF 7 f, w f<. C h � zd t r. z, r :I �;c M J F -i BAKERS CROSSING LOT #89 PHASE #F MODEL: BLOCK 9' 4" BRG, LINTEL SCHEDULE DATE: 11 /1'7 /0 3 SCAT : 1/4221'-®' SHEET IA or 7 �t a' { 1IF 3.; x �r ,5 c 1 : a s: 4� h ,A 26-SH ` O(2) W/ARCHED TOP EL—.EV. n�u 1 ` O(2) 26-SH ELEV.115" C1 sr } V; 25-SH O(2) W/ -1(o°XVX20)° TRANS ABV. "D" :4 .k ELEV. ;r ,n BAKERS CROSSING LOT #89 PHASE # MODEL: 99 2 8 7 ^ - R99 BLOCK 9' 4" BRG. WINDLOAD CALCULATIONS DATE: 11/17/03 SCAT : 1/41=1'-®' SHEET I B or 7 i 1, a #� Y =1. �a 1 .I �I d 1 rk t d� `1 ,I I , 1 vE 1 I` k ,1 FI r� I <r I Ek rj3 .1 hI I, €I 1i x.. ,F1 f� O KITCHEN O KITCHEN O HALF BATH R- I MIRROR 1 O OWNERS BATH KITCHEN BEYOND O ARCH -WAY i ONE MEN O OPT. OWNR.'S BATH mrllo�roop 2 1&'-1011 13'-4" 9'-1011 1 4' — 8" 8'-&" 1'-2" 3'-411 CONC. PAD W/ POOR OPTION PATIO r---_�-� 25-SN 25-SN 8068 S.G.D. EGRESS EGRESS m Nc,�cc_ WNER' S ° `\ J" 1 BATH _ OPT. 3'-4" �77 -FIREPLACE —� 6" KNEE WALL ' I I— — Q0 OWNER'S FAMILY -' ~IJ ROOM cZ SUITE I m _ 11 rl—I VAULTED GLG. S -(d CLG. (CARPET) (CARPET) Izi N `o I I SITTING V -0" CLG. N I II (CARPET) 3'-211 11'-2" 21_&11 31_�11 5'-g" �' 14'-011 m 51-411 HIGH WALL I I I OPT. W.I.C. 2 -10 " 2'-&" DEEP ENTRY 3'-0" PLANT SHELF �1,' I I OPENING 0'-0" A.F.F. — — ccl O I J QI KITCHEN � e .� B �H - - J VAULTED GI-G. '� I cL�. OPT. `�� 1R%15N -1 W.I I. C . I 61 = ISLAND _ _ _ 1 N <r " c0 rQ r -i r -� I (CARPET) . I 1 —' 11 1 11 1 11 I D �PT. I I oPT. I z 10'-10" m �'-0" 3 -� 3 -8 J I IIWI m 1/2 WALL W/ OPT. L — -J L — — -J RAN E - rOPT. _ RAIL. ABV. I I ' to LAUN. L-- — I REF. O O 1— — — N T. cLG 1R/I5N I 8 -4II HIGH WH. �COND 8 WALL C14 Z 8'-4" N m DINING z ROOM a) VAULTED CLG. (CARPET) - � a L 5HELF �j GARAGE ' V -0" CI-G. p z Q LIVING o a o ROOM VAULTED CLG. a / ci lu (CARPET) / z w - FOYER X 3-ELAVATION OPTIONS. r I `p ip W 5EE DESCRIPTION I 01 O 1:� FOR WIN. TYPES. I Q (TEMP. MT. '`� X U- N �, --- Ill -i'-0" O.N. � W/12" 51D LITE oo -- ---------------- 3 I 4 II 2 5 II — — — — — — — — — — — — — — — — — ARCHED TOP (2) 26—SH I �'-4" IU'-0" 5'-8" 1K/'-011 1—g11 EVATION-B-C (2) 2ro-SH ELEVATION-p (2) 25-5H11 40'-011 �6" X S X 20 W/ I EL W/ TRANS ABV. IST. FLOOR PLAN S Q . FT . CALC .' S LIVING (15T.) 110a 50. FT. LIVING (X).) 11&4 50. 1-T. TOT. LIVING 2a 12 SO. FT. GARAGE 401 SO. 1=T. ENTRY' 21 5Q. FT. 1:)ATIO 54 50. FT. TOTAL 334a 50. FT. OAT. LANAI 120 50. FT. EXTERIOR MASONRY I WALL PRG. HEIGHTS 1��1111���11 FLR JST OR 2 X 12 � 2 X 4 RE-INFORCING a EA. 2 X 12 STRINGER 5ERCURE W/126 /v"-8" O.G. IR-15H Li I� OPT. OWNR.'S BATH FLOOR PLAN i i i i i i ELEVATION,7,7 C„ � (2) 3/4" PLYWOOD RIPS —(IF NEEDED FOR SOLID NAILING) 1111 3/4" KICK PLATE 1 1/4" TREAD GLUED 4 NAILED. 15R 1.4 14T 10" (3) 2 X 12 5YP STRINGERS J 2 X 4 PLATE STAIR DETAIL 19 BAKERS CROSSING LOT #89 PHASE # MODEL: BLOCK 9' 4" BRG. 1ST. FLR PLAN DATE: 11/17/03 SCALE: V41=i'-0' SHEET 2 of 7 �I � .wf it k_ t. ,f 1 f ^� k r�4 r e k� t 4 � rf �f k x� I y I s� r e x � t fI '.t t� r r, 4C d�. opf Fi F i ? 177_-.__ _-- Now LE O HALL BATH ►, g ]MALL BATH I O ARCHWAY )OPT BDRM. # 5 .Q 31-211 O OPT. BDRM. & BATH z O O L 23'-211 III -9" 305 - SH 305 - SH EGRESS EGRESS BDRM. #2 (GARPET) 5-0 5F. - - 1R/1SH Qx N 0 0 o a 4-SH m �U - � � - 0 5F. OPT. LAV. - LAV. e U O X(o 1RA5H �r-----22 x 30-- `nI I ATTIC L CCESA 5-0 5F _ k�RCH oil �U 4� N BD/�RM.#3 51-011 -LG. (CARPET) 8'-311 BDRM.#4 (CARPET) ACTIVITY ROOM 8'-0" CLG. � (CARPE T) DN. 4X4 POST EXTENED FROM 1ST FLR TO SECURE 1/2 WALL �C2) 3/4" PL1'WOOp RIPS 42" 1/2 WALL (IF NEEDED FOR W/U" WALLCAP SOLI1D NAILING) ELEV. A45: I 3/4" KICK PLATE 4X4 POST TO 44HIGH FLR JST OR 2 X 12 11 1/4" TREAD ELEV. C4D: GLUED 4 NAILED. 4X4 POST TO 2X12 5M. 5T w 6'-g11 2 X 4 RE-INFORCING 15R 1.4" a EA. 2 X 12 STRINGER 14T 10" — — SERCURE W/126 6"-8" O_C. ELEV. "A" — — — — (2) 3050-5H (TEMP.) W/ARCHED TOP ELEV. "54C" (2) 3050-6H (TEMP.) ELEV. "D u (2) 3050-S 4 (TEMP.) W/16"X0"X20" TRANS. AL 10'-011 all �J `U 23'-2" 3050-SH 3050-6H Kl ELEVATION "C" WINDOW LOCATIONS 2ND® FLOOR PLAN (3) 2 X 12 51'P STRINGERS J 2 X 4 PLATE STAIR 1)"ETAIL BAKERS CROSSING LOT #89 PHASE #2 MODEL: " 2 8 7 9 - R75 BLOCK 9' 4" BRG. 2 ND FLR PLAN DATE: 11/17/03 SCALE: 1/4'•I'-®' SHEET 3 or 7 1/8' TEXTURED - FINISH GALV. L-FLA5HING- 1/2'x8' A.B. 32' O.C. 2X6 LEDGER W/ (2) L550 2X4 LEDGER m BT.W/ (2) L850 ASPHALT SHINGLES ON 015 FELT ON 1/16' 05B SHEATHING ON GOVT. FRAME TRU66 2'-0' F'i�E-E'riC iNNERED RUBE 2X4 LEDGER W/ I2'x8' A.B. 32' O.G. SET IN W/ SIMFWN HIGH STRENGTH EXPDXY 6' MIN EMBED. 23'-�o" BLDG- HGT.4 CHIMNEY W/OPT. F.P. 30"X30" CAP II I I 12 I CRICKET BRCS. I I r I 0'-011 FIN. FLR. PRE-ENG'D 9'-V 8' LINTEL BLOCK W/ (1) 05 CONT. 'it CRICKET ism 1_1_F_F_[_F_1_1_ [_F_F_F_1_F_F_F_ F_ F_ F_ [_ F_ F_ [_ F I T_ � 74-- � I � F _ FRONT ELEVATION 12 \ OS.G.D. CGS GABLE N.T.S. OFF RIDGE VENT 9'-4u FIN. FLR. V-oil BRCS. 01-011 FIN. FX/LR. I` b 1 — N — — c� OPT. DOOR: 11'-4" 2nd FLR. BRG. 9'-4" 2nd fN. FLR. 8' — /j0 11 Rf BG/c. 01 —011 FIN. FLR. CHIMNEY W/OPT. F.P. 30"X30" CAP A—CM1 jl 111- 411 -- I I BRCS. I I I I I CRICKETS II I I TEXTURED FIN151� REAR ELEVATION If 21-011 _ 01-011 FIN. FLR. ) _A7 6 211 5,4ND DETAIL, BAKERS CROSSING MODEL: "2879— R" BLOCK 9' 4" BRC-. ELEVATION >> D>> MEMO DATE: 11/17/03 SCALE: 1/4's1'-®' SHEET 4 D or 7 M1ti �{t � S A � § r P �P= i� G� �.P r� �i F�. b {� i• !I } BAKERS CROSSING LOT #89 PHASE #21 MODEL: "287 9- R" BLOCK W 495 BRG. ELEVATION >' D >> DATE: 11/17/07 SC AlE: I/41s I'-0' SHEET 5 D OF 7 � f l jk. i> ?a 3 � j 4 t f [' s f � � s� s 'N: E -1 V I � v I y- BC�AB2 ►► ►► ►► ►► II ►► ' E517. II Ll � B1 C9 B,ItLI _ Al 51 CO A9 51 All B1 A C B1 E51 51 - - - - A - 51 _ = - A - 51 _ - - A B1 - - - A - B1 A B1 - - A - %USS TO 4X6? POST MSTA-30 (X, I L= = 2ND FLR POST TO 1ST FLR POST JI A 51 52 MSTf-46 POST" TO STAB X a - - _ ILOL A 51 TRUSS TO 4X6 POST (2) M6TA-30 A = 2ND FLR POST TO 15T FLR P05T_ ► 51 POST TO SLAB A MTT2&-B = 131 A BI - _ _ _ = A Bl TRU55 TO P05T M5TA-30 2ND FLR P05T TO HEADER A _M5TA-30 Al Q Al BCxAB = - - -HDR _ AGAB C DGAB - - — GC;AB 0 w E a BLK COL TO 9' -0" 2X4 WALL W1 CONT. SHEATHING TO 12'-4" BRCS. SECURE WALL TO BLK. W1 1/2" X 8" A.B. EA. END (4 TOTAL) TRUSS PLAN NOTE: * CONNECTORS TO BE SIMPSON U.N.O. * TRUSS TO BLK META-I6 W/12-106X, 1/2 * TRU55 TO WOOD MT5-12 W/14-10dX1 1/2 M L K FLOOR FRAMING PLAN NOTE: * FLOOR JOIST TO BLK. 51MP50N HETA-lb @ END 4 EVERT' 32" O.C. ON PARALLEL FLOOR JOIST. 2X4 COLLAR TIE EVERT OTHER RAFTER 2X RAFTER 2-126 EVERT' TRUSS 1X6 NAILER 2X RIDGE 3-12d RAFTER TO NAILER -1/1ro 11 O.S.B. -/ IXS NAILER -J- OR 1/2" PLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL/VALLEY DBL. TOP PLATE KNEE WAIL DETAIL@ ENTRY (�4 HIP DETAIL AIIIIII loop BAKERS CROSSING LOT #89 I PHASE #2 J MODEL: 99 2 8 Q cJ — R 99 BLOCK 99499BRG. FRAMING PLAN mmmommomw DATE: 11/17/07 SC AT: 1/4' 2 1' -0' SHEET 'ABD or 7 BAKERS '.44ROSSING LOT #89 PHASE #21 J MODEL: 99 2 8 7 9 - R 99 BLOCK ' 479 BRA-. Ist FLOO R ELECTRIC DATE: 11 /17 /0 3 SCAT : SHEET 7 OF 6 S` 1 r? OPT. BD.RM. 5 OPT. BDRM. & BATH I ELEGtRfGAL LEC;END SYMBOL DEFINITION NOTES SYMBOL EFINITION NOTES IIOV OUTLET 4' LIGHT 5TRIP 5 IIoV OUTLET 1/2 OF OUTLET WIRED TO 6WITCH FLOURECENT LIGHT WRAP AROUND _ 2FLOURECENT 8GF1 IIOV OUTLET EQUIPED WITH GROUND FAULT INTERUPTER - - - - 4' FLOURECENT 220V OUTLET © PANEL METER WP. GFI EXTERIOR WATERPROOF OUTLET OS.D. SMOKE DETECTOR BATT. BACK-UP RDWIRE W1 INTER- CONNECTED SWITCH PENDANT LIGHT �g SWITCH 3-WAY OPER. 4 SWITCH 4-WAY OPIER . TELEPHONE JACK n �1J WALL OUNTED LIGH A/C AIR COND. DISCONNECT FH WATER HEATER DISCONNECT CEILING LIGHT TV JACK JACK r 1 / � VAPOR PRO LIGHT CEILING FAN/LIGHT CEILING BOX REWIRED PORTED IN ACCORDANCE WA E30X MARKE UCH FOR D INSPECTION \�l RECESSED CAN VENT FAN MIN. 1 CFM PER 5Q. FT. FLOOD LIGHT VENT. FAN W/LIGHT MIN. 1 CFM PER SQ. FT. INTERCOM SPEAKER 0 0 Q 2' LIGHT STRIP ELECTRICAL PLAN LOG. OF T.V. AND PH. OUTLETS 4 FAN TO ESE VERIFIED tvHOMEOIUNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO RE ARC FAULT.(NEC 210-12) 1 9 iL BAKERS CROSSIN( LOT #8� PHASE MODEL: BLOCK 9' 4" BRG. 2nd FLOOR ELECTRIC mmmmo DATE: 11/17/03 SCALE: 1/4'■I'-0' SHEET 7 AOF 7 5P-4 16" O.C./EA. STUD 2X4 DBL TOP PLATE 2X4 MID -WALL 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9" BLKG BLKG ANCHOR BOLTS AT 3' O.C. _ rr0`x6,, #10 W.W.M_ 05 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. 2" ASV. CONC. �P51 EPDXY 25" MIN. ASV. 6" EMBEDMENT BLKG 6" EMBEDMENT 2X4 STUD 2X4 STUD SLA5/6' MIN. EMBEDMENT II " O.C. MAX. 1O.C. MAX.°Xr" 10 W.W.M. W.W.M.W.WM. 2X4 P.T. N O.G./EA. STUDS BT PLATE 2X4 P.T. BT PLATE SF-4 16" O.G./EA_ STUD 2X4 P.T. BT PLATE SP-4 16 (2) CONT. #5 KEBABS ° _ ° ° } CONC. SLAB _ - = 2-#5'S ON CHAIRS TYP. 2 #5's CONT. 411 I 0 411 CONC. CONBT�41 1'-g" 411 CONC. CONT. 4 4 " II Y_ 9 P. RETROFIT FOR ALL m - I -0 TYP. WALL SECTION CA OMITTED FOUNDATION DOWELS m 1.000D FRAME FOOTING INTERIOR BEARING WALL. INTERIOR BEARfNG WALL/NO UPLIFT BLK. SINGLE STORY INTERIOi�' BEARING WALL 3 3 1/2" DEAD OF GARAGE 3 1/2" HEAD OF GARAGE 1_—#5 DOWEL BAR(ONE SIDE #5 DOWEL BARS " #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES 7 5/8 DIM VARIES 9" ANCHOR BOLTS AT 3' O.G. 9" ANCHOR BOLTS AT 3' O.C. 1 5/5' C B II 6 "Xg " #10 W.W.M. � 5/g" CII � "X� " #10 W.W.M. CURB � "X6' 010 W.W.M. ONLY IF UPLIFT ON WALL MIN EMBEDMENTII MIN 6' EMBEDMENT "X6" #10 W.W.M. EXTEND 1 1/2" III _ & "X6 " 010 W.W.M. II -jw- UR"II 1L_ RECESS /2 i o 0 0 0 - m U °� 2-#5'S ON CHAIRS °� (3-5'S W/2-STORY) 4 - o o - -SINGLE 2-#5' ON CHAIRS g (3-5'S W/2-STORY) SINC�L 4 11 m -a 3 #5'S ON CHAIRS STORY 2 #5'S ON CHAIRS - 1'-g" STORY 11_gll TWOAV THICKEN EDGE GARAGE (CURB STOP INSIDE FTG_ AT GARAGE stEP-UP STORY TWO STORY INSIDE FTG. AT GARAGE STEP-UP �'� 2-STORY FEARING WALL- GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 1-5tORY BEARING WALL DOOR RECESS �A CON(. SLAB OVER CLEAN, COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON all CMU L, 6 MIL. VIS. VAPOR CHAIRS (MIN. 3"COVER)7 TOP CORD BLOCKING AT 4' 411 GARAGE SLAB `� �`' z 6"X6" 010 W.W.M. O.C. MAX. IN FIRST 2 FRAMING GRADE m SLIDING DOOR TRACK SPACES AT EACH END_ SLOPE CON(. —' M RAFTER OR TRUSS 2'-0° TO FRONT(1/4" -1/2 ") CURB WALL 8" CON(. DRIVEWAY o o ROOF SHEATHING LAYOUT ROOF SHEATHING � 1 1/2° T_ AND ENDWALL BRACING _o 9 I/2 GARAGE 3� #5 s CONT. FOR GABLE END FRAMING BEYOUND 1 _g 3 MIN. COVER z 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR GARAGE DOOR V �� 1� 2-STORRY FOOTING BUILDING LENGTH #ad GUN NAILS e4" O.G. #06 GUN NAILS II II II TOP 4 BOTTOM EDGES @ 6" O.G. IN FIELD II II II @ POURED LENTIL TO 8E II I 01,CONT. (TYP) #�✓ REBAR II I OUTSIDE BAR " cn Q - II >i u -A>u 2X WALL FRAMING II II p CONTINUOUS q p 4 z U (3) 1/2"X8" ANCHOR BOILTS z lU z z �0 8" CMU FILLED or (3) I/2'XS" J-BOLTS z @ z _ ' CELL (TYP.) r MIN. (o" EMBEDMENT � U W/ 2"X2 "X1/S WASHER AND) U @ EXT. FRAME WALL TO NUT SPACED EVENLY FR(OM � O 25 MIN_ LAP 110 T''P. EXTERIOR SHEATHING = BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP # `Q @ ATTACHMENT FOR ROOF SHEATHING IN JOINTS PRIOR TO FILLIING. e CORNERS @ NOTE: (SLEEVED ANCHOR IN 5OL11D ... T POUR ACCEPTABLE RETROFIT) 2-#5'S REBAR ,@ 1 STORY WHEN GLUED TO WOOF MEMBER 3-#5's REBAR 2 STORY I NFOfP�,MAT I ON & "-8" 10 EDGES 4 IO"-12" IN FE ILD ' TYP. EXTERIOR SHEATHING ATTACHMENT POURED LENTIL FOR SHEAR .AND UPLIFT CONT. (TYP) (O.S.B. TO BE STRUCTURAL C: iADE) SIDES: CONNECTORS FROM PLATE TO STUD TO PLATE BOND BREAM z PRE -CAST HDR. 2X(o GARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS TfE TO HORZ. BARS } (3) 1/2"X8" ANCHOR BOLTS 14, or (3) 1/2'XS" J-BOLTS S" MIN. EMBEDMENT ' 0 '' 0" EMBEDMENT MIN. � U S" CMU FILLED W/ 2"X2'X1/8 WASHER ANp CELL (TYP.) %'� , ' NUT SPACED EVENLY FROM HORZ. REINFORCING #8d GUN NAILS VERT. REINF. 6NOOK - FLOOR TO GARAGE DOOR HDR. IN GROUTED 12" O.C. IN FIELD " JOINTS PRIOR TO FILLING. ' CELL IN J� 1-2X6 PT BLOCK �@ CENTER OF Q DOOR HEADER WKI) — �__ " (1) 1/2"X8" ANCHOR BOLTS CLEANOUT REQ'D or (1) 1/2"XS" J-BOLTS z 0 ., GROUT LIFT ro" EMBEDMENT > 5 FT. UNLESS W/ 2"X2'XI/8 WASHER AND NUT �4 HORZ. REINFORCINC3 Z W FOOTING DWL IS @ (0" HOOK. } NOT REQ'D. T Tf). FLOOR DECKING HORIZONTAL/VERTICAL r'EINFORGING m O ATTACHMENT TO FLOOR JOIST EA. SHEET TO BE GLUED AT ALL EXPOSED JOIST NO 7001 BAKERS CROSSING IMONOLITHIC BOCK DETAILS NOTES DATE: 11 /1'7 /0 3 SCALE: 1/4'=I'-O' SHEET Di OF 4 ,er 1� �I t t nl �C �I. 3 I. U ct1 rl A - TT'F. WALL. SECTION 2 - STOR�►' u-- 2-12d EVERYTRUSS 7�3-12d RAFT � INTERR IO5E,4fiRINC� WALLIX6 NAILER 3 12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. /1ro ° O.S.B. IXS NAILER OR 1/2� z " FLY. 2-12d EVERT TRUSS 8LR<. R—STORY (r-:�,45L.E) WALL 4ND HE,4EDE, STUD QU �fR1I NTH CONS_ P�A1-1 f N� [DETAIL/VA I13 MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO 81_0' 4'-11 1/2" '1'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS AT EACH END OF HEADER 1 2 3 BAKERS CROSSING OT #89 PHASE #21 .. (MONOLITHIC BLOCK DETAILS & NOTES DATE: 11 /1'7 /0 3 SC ALE: I/4gal '-®' SHEET ID2 OF 4 # IOOO UFL IFT 5IMP50M MT5-12 W/-1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)SIMPSOM MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E 11/7 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL. TRUSS FINISH m LANDING 3 50ND BEAM TRU55 ANCHOR DETAIL -RETROFIT 9" MIN. LESS THAN 10" REQUIRES I" N051NG DE3L 2X12 FLOOR JOIST �- 3/4' PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FIBC 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RI5ERS/TREAD5 ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASFA51LITY WINDERS- MIN. 6" WIDE -6 NARROW END MIN. 11" WIDTH w 12' FROM NARROW END 34" MIN. HANDRAIL HGT. 3/4' PLYWOOD 2XI2 TREAD CUT TO FIT - IX8 RISER LESS THAN 4' TYP, I I I I/ BETWEEN SPIINDLES HAKE 1/2' C f, I" NOSING TYP. � 4 ctl � r- STAIfR SECTION IDTAILS IX2 PT.TOP OF BOX DBL. TOP PLATE 5P4 OR H-5 TOP PLATE TO 5TUD5 2X4 STUD 2'-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-O' ABV. HIGHEST RIDGE IWITHIN 2'-0' 1/16" OR 15/32' O.S B. _' Wn/8' TEXTURED �' 10'-011 FINISHED OVER GALVINIZED METAL _ — — — PAPER BACK LATH PRE. ENC TRUE IX2 PT.TOP OF DBL. TOP PLA FRAMED CRICKET 1/16' OR 15/32' W/l/8' TEXTUREI SIMPSON H-5 (MIN.) FINISHED OVER ® 2X4 TO TRUSS GALVINIZED ME PAPER BACK L PRE. ENCs_ TRUSS C H I �I N E r DETAIL 5 CRICKET SIMPSON H-5 (MIN.) 2X4 BthT. PLATE, m 2X4 TO TRUSS JECTION 2'-5-1/2" FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 12" q 36" MIN. FINISH STAIR UJINIDEFR IDTAIL ASPHALT SHINGLES OVER " 15 FELT ON -1/16' O.S.B. — (2) 2X4 02 ND SYP DIAGONAIL BR CE W/ 3-12d o EA TRUSS ( DIAGONAIL 13RACE TO COVER 5-TRUSSE6 La- 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d 'NAILS EA END TO TRU55 2X4 SYP 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 1/16' OSB SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATEIs Is Is Ism Is is is is ls)s i xxxxxx liumn2simisft �OLT W/ I/2"X9 A.B. COMMOM (W/ 2' DIA. WAS ERS)'m 32' O.C. MAX. 1/2' CLG. BOARD TRUSS 24" o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d w EA. TRUSS R-19 MIN. 1-#5 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0' - 0' TO 30' - 0" (1) 'X' 5RACE 30'-1" TO 60'-O' (3) 'X' BRAGE (I 'X' 5RACE o CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) SA5LE ENID CR055 5RAC INS 1= STORE 111LE E. 2X4 ECUSECURE TO 2X4 BLK W/2-12d _ SRE TQ EtLK W/ META-I6 2X4X�4' SECURE TO TRUSS W/ 3-12d 6'-8' O.C. MAX TYP. 2x4 BLK SECURE THRU TRUSS W/3-12de --PER ENG'D TRUSS 24' O.C. MAX 1'-0" 2'-0" 21_011 EXTENelON 0 OFT SERVICE DR, N T.S. METAL LATH 1/16" 065 OR TEXTURED -i/16" 055 OR- 1/2" PLYWOOD FINISH 1/2" PLYWOOD W/ IF,* FELL W/ 15�' FELT 2X6 (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. HETA-16 JOINT OVERLAP CAULK SIMPSON CMU'5 META-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO 5TORY TWO 5TORY FIRST FLOOR 5LOCK (2) 2X4 #2 ND SYP DIAGONAIL BRACE W/ 3-112d w 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 STIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 7/16095 SHEATHING USE Sd NAILS AT 4" o.c. EDGE 4 b" o.c. FIELD 2X4 U1/ 3/8' X 5 LAG OR SIMP50N HTC-4 ® 32' O.C- MAX. SHEATHING NAILING TO BE 6'-8' O.G. IN FIELD 4' O.G.aALL EDGES 111/8d NAILS ASPHALT SHINGLES OVER A 15 FELT ON 1116' O.S.B. — /2" CLG. BOARDTRLI£SS 24' o_c BAIL CONT. RAT RUN TLs�S—R-n INSULATION TRUSS W/ (2) 12d a EA. IN ?X4 SYP RAT ADJAC1=Nt I'O DIAGONAL BRACE. DSL TOP PLATE -2X4 STUD 16' D.G. MAX. 2X4 BTM.PLATE SUB -FLOOR VAILED META-16' FLR JST TO BLK \\--FLR TRUSS 1-05 RF5AR CONT. 0'-0' TO 30'-0" (1) 'X' 5RACE 30'-1" TO 60'-0' (3) 'X' BRACE (I 'X' 5RACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) ,4L E ENID CROSS 5RAGINS 2 - STORE BAKERS CROSSING LOT #89 PHASE #21 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 11/17/03 SCAT : 1/41■I'-®' SHEET D OF 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK VZE.145 MIN HEAD SIZE .300 2 X 4: CEKI MIN EMBEDMENT 1 1/4') SECURE 5' FROM EACH END AND IS' 3OR DRIVE W TAPCONS 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.G. 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 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/49 MIN EMBEDMENT 1 1/49 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 8' FROM EACH END AND IV 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 IS" SECURE TO BLOCK 2 X ro (MIN 2 X 3) 2-3/16 TAPCON L O.G. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 51ZE.145 EXISTING BLK ABV. PIN (MIN SHANK 5fZE.145 MIN HEAD SIZE 300 - LESS THAN 2 X 13 (MIN 2 X 3) 2-3/16 TAPCON 1/4' TEXTURED FINISH MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 16" HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/49 8" FROM EACH END AND IS' MIN HEAD SIZE 300 �77/5' TEXTURED FINISH WITHIN 5' OF EACH END 4 O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4") 7/16' OSB SHEATHING .1� IS" O.C. MAX. SPACING. 8' FROM EACH END AND 15' 2 X 4 16' O.C. HAX.(WHEN OVER 16" 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' OSB SHEATHING 2 X SOLID BLK'G m ARCH SECURE TO BLOCKJEOU--1/2' DR WALL MIN HEAD 51ZE 300 I/4' TEMPERED MASONITE SECURE W/2-126 EACH END W/2-3rlr '...TAPCONS OR DRIVE 8' CMU - 1'X4" OR 1'X2' F.,r. NAILER MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'5 5PEC'5. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18' MTL WDW FRAME MIN HEAD SIZE 300 --DOOR CA51NG O.C. MAX. MIN 1-1/4" EMBEDMENT CMU WALL MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 NOTE: �NUTE: NO GAP 1w WDW FRAME 18' O.G. MAX. SPACING. DOOR JAMB SHIM AS NEEDED To PLUMB JAMB 11 C k4A T A 11 V , � �' 1I��Il A TO EXCEED I/4' ATTACH TO 2 X PER MANUFACTOR S DETAILS. [DO NOT EXECEp 1/4'. U1 I Ko I y • TA/AIL C � T A � A � A �C � � A � DETAIL - [D(00 JA115 TO 5LOC< 1-1/2 I' � 2 X 4 (MIN 2 X 3) I-3/1ro TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 A > PRECAST HEADER(MIN) MIN HEAD SIZE 300 DEL. TOP PLATE MIN EMBEDMENT 1 1/4') l/8' TEXTURED FINISH 5' FROM EACH END AND IS' MORE THAN SECURE 2 X RIP TO FIT i/16 OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. D.G. MAX. MIN 1-1/4' EMBEDMENT W/2-12dS 6'-0' O.C. MAX. 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 Iro' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 T PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 IL '-. `"-- 2 X 4 (WHEN OVER 16" IN HIEGHT.)MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') -- ,. 2 X SOLID BLK'G g ARCH MIN EMBEDMENT l I/4') 8� CMU- � 1/2" DRYWALL 8' FROM EACH END AND 18' SECURE W/2-12d EACH END REFER TO MANUFACTURING I'X4' OR I'X2' F.T. NAILER O.C. MAX. MIN 1-1/4' EMBEDMENT 7/1ro" 055 SHEATHING - ATTACHMENT PER MANUFACTOR'S OPEC'& DETAILS FOR SPACING. - DOOR CA51NG 2 X 4 16" O.G. MAX.(WHEN OVER 16' IN HfEGHT.) MTL WDW FRAME 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON NOTE: OR DRIVE PIN (MIN SHANK 45 �NTE co: NO GAP +v WDW FRAME MIN HEAD SIZEIZE . .300 2X4 5LOCK5 TO EXCEED 1/4' DOOR JAMB TO PLUMB J AMB MIN EMBEDMENT 1 1/4') �_ CMU WALL DO NOT EXEEED 1/4'. FROM EACH END AND 18' O.. G. MAX. MIN 1- 1/4' A C�WA� DETAIL CUTAUJA� EMBEDMENT D 0 0 fR J A115 T O E3 /� /� L O C 3 /i O� E /i A CHLUA�r DETAIL 1(" AND Jf= NAILING SCHEDULE ALL NOTES IhJ! REFERENCE 01APHRAM TO FLORIC>A BUILE ING USE 'I/16' 09b. OR IR' PLY WITH /B GiAI NAILS AT 4' O.C. AT --�- --� PANEL EDGES AND -B E AT 6' OG. AT - - C f� CO OLD GOO 7£fa'1EPIATE 6UPPOWS. ALSO SEESUPPORTED AILS ROOF SHEATHING TO GA5LE END FRAME USE 0e GUN NAILS a 4' O.C. SITEPLAN NOTES . EXTERIOR SHEATHING " USE VI6' Oha OR 0' PLY WITH i8 GUN NAILS AT 6' OG. AT PANEL SIDES AND -0 G&N NAIL8 4' O.C. TOP 4 BOTTOM PANEL AND'8 GUN NALS AT 6' OL. AT - 1) LOWEST SLAB AT LIvIN� AREA SHALL BE MININI;il IB' ABOVE 4.SMTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAr3-S:OAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLE66 OTHERWISE NO'rpr, TH13 t=BUILDING 16 NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION NAIL R QUfREM NtS ABV. 10-5' MEAN SEA LEVEL.--ONTRACTOR SHALL VERIFY ERIFY ELEVATION SIZE HEAD , LENGHT DIA. TENSIL STR OF FINISH FLOOR SLAI✓ WITH SICxNED .,yp SEALED SURVEY. 3) LOT DRAINAGE SHALL CONE--ORM TO ALL LOCAL CODES, REGULATIONS 8d ROUNDJ"IODIF�ED 1 �/8' 113 1"10,00m AND RESTRICTIONS HAVING JURISDICTION. OR T 4) ALL ON -BITE DRAINAGE SHALL BE DIRECTED BY SWALES 10d 2 Vf�'... 128 I10000 OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. _ NOTE: NAILS TO BE MPG. BY MEMBER OF NT. 5) LANDSCAPING..I� ICsATION, BEARING, E7C. SHALL CONFORM TO LOCAL CODES, REGULATION5 AND RESTRICTIONS HAVING JURISDICTIONS AND STAPLENAIL 4 TOOL ASSOCIATION --AB SELECTED BY BUILDER. G E N E RA L NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIAMD WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: , w P U IV I B I N N UT C C S I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 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 (1) AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXPOSURE 'B' 6. INTERNAL PRESSURE CO -EFFICIENT +IS tHRU -IB 2) WATER LINES SHALL BE CPVC. DEL. TOP PLATE 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC DEL. B TOP PLATE DB'L. TOP PLATE A NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. (SCHEDULE 40), INSULATED WITH I/2' AMAFLEX. DEL. TOP PLATE 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. 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 NINfMUM COMPRESSIVE 6TRENGTH OF 2500 PSI 1N 28 DAYS 6) HOSE 5I136 TO BE PROVIDED WITH BACKFLOW PREVENTER 2X4 16' O.C. MAX. C. REINFORCING BARS SHALL CONFORM To ASIM A615 A616 OR 61l, GRADE 40 l) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16' O.C. MAX. 4. DESIGN LOADS A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER Ito EXCEED 4.0 WATTS PER SQUAD FOOT OF TANK SURFACE AREA. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. SECURE 2X4 A. ALL 67RUCTUAL LUMBER SHALL BE n 6YP. ALL STUDS SHALL BE STUD GRADE 8". 9J (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL 'O WOOD W/2-126 e SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. "-8' O.G. STAGGERED SECURE 2X4 6. TRUSSES PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' RISER DIAGRAMS AND PLAN LOCATIONS To OWNER TO WOOD W/2-12d g A. PRE-ENGINEERED WOOD TRU56E5 SHALL BE DESIGNED IN ACCORDANCE WITH 6 -8 O.C. STAGGERED FLORIDA BUILDING COPE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. BT. PLATE TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PA55 THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 7. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/16' TAPCONS A. ENGINEERED FOR 120 MPH WIND 103 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA OR DRIVE PIN (MIN SHANK SIZE.145 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. III C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN HEAD SIZE .300 SECURE 2X4 W/2-3/16' TAPCONS �►�/� e. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 2001. MIN EMBEDMENT 1 1/49 OR DRIVE PIN (MIN SHANK SfZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 WITHIN 8' OF EACH END NOT TO MIN HEAD 51ZE .300 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') FOUNC.)ATION NOTES 150 ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE SECURE TO SHEATHING W/ 2-12d WITHIN 6' OF EACH END NOT TO I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING BLOCK NOTES MIN. PER BLK EA. END 1/2' PLYWOOD EXCEED IS" o.GrlAx. PRESSURE. OR 1/16, o-S$. 2X4 SOLID iLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SECURE To SHEATHING W/ 1/2" PLYWOOD SHOP DRAWINGS WITH ACf 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM CW AND C145 AND SHALL HAVE A NET AREA coMMPRESSIVE STRENGHT OF 1900 PSI. MIN. 2-12d PER ELK. EA. END OR i/16' 0.58. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR MORTAR ` ` $ 1 0 A C � W ,�R "r X I /�`\ U / J I N D O � 3. CONCRETE 28 DAY STRENGHt SHALL BE 2500 P51 W/ 3/4 MAXIMUM AGGREGATE 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH A6TM C210. METAL ACCESSORIES I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM 70 THE \ S r x I 4. ALL SLABS SHALL BE MIN. 3 I/2' CHICK CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL �A ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. 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 S 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 REQUIREMENTS A90. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WOW, GENERAL - 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.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MA50NRY 7. 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 CODE 2001 WHEN MA60NARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-05 RFIBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' O.C. 30-5 REBAR 2-STORY. 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 5AR5. 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". 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A61"1, OR A706. 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE Na BAKERS CROSSING IIvJ[ONOLITHIC BLOCK DEVILS NO TES DATE: 11/17/03 SCAT 1/4'■I'-m' SHEET 4 OF