The URL can be used to link to this page

234 Belgian Way 02-1606 New SFHPERMIT ADDRESS U—)cLt L- SUBDIVISION CONTRACTOR D R Horton 6250 Hazeltine Nat'l Dr #102 ADDRESS Orlando, FL 32822 (L107)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE PHONE NUMBER ELECTRICAL CONTRACTOR, MECHANICAL CONTRACTOR PLUMBING CONTRACTOR' MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # DATE 1Lt S PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE�� . � i DESIGN CRITEFZIA: • FLORIDA BUILDING CODE (FBC) 2001 • OCCUPANCY - RESIDENTIAL - GROUP R • CONSTRUCTION TYPE - VI • 2-STORY RESIDENCE: BLDG HGT 23'-6" 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 PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. BED & BATH FLOOR LOAD: LIVE LOAD 30 PSF DEAD LOAD 10 PSF LIVING AREA FLOOR LOAD(EX: LOFT/BNS): LIVE LOAD 40 PSF DEAD LOAD 10 PSF 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 C1 COVER PAGE PG 1 FOUNDATION/DOWEL PLAN PG 1A LINTEL SCHEDULE PG 1 B WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3 2ND FLOOR PLAN PG 4A ELEVATION "A" FRONT/REAR PG 4B ELEVATION "B" FRONT/REAR PG 4C ELEVATION "C" FRONT/REAR PG 4D ELEVATION ::D:: ": FRONT/REAR "A PG 5A ELEVATION LEFT RIGHT PG 5B ELEVATION "B"" LEFT/RIGHT PG 5C ELEVATION "CLEFT/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 ELECTR:ICAL PLAN` PG 7A ELECTR:ICAL PLAN PG 7B ELECTR:ICAL PLAN I Jed wq_vw. drhorton. com CBC055300 6250 HaZc=,r1tint.=,w -Natic>nal E>rivcm C>r1ancicx, 32822 0(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 ENGINEER: KENNETH ROBERT COYNE PE NO. 53747 A.B. DESIGN GROUP, INC. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 • 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 AID BAKERS CROSSING LOT#43 DATE: 6 /4 / 0 2 SCALE: V4881'-01 SHEET C I ®P', 7 I u., 7 - - - 7B I I I I PATIO L--{-- LIGHT 4 SWITCH W/ OPT. DOOR (X lU W Y_ COACH G0AGH-1 U LIGHT WP. --'------- GFI FLR. ELEC1'KICAL PLAN TO 5E ARC FAULT.(NEC 210-12) ELE:CtRIC4L LEGEND SYMBOL DEFINITION NOTES 51'M50L DEFINITION NOTES n Il 110V OUTLET 4' LICaHT STRIP 110V OUTLET I/2 OF OUTLET WIRED To SWITCH FLOURECENT LIGHT WRAP AROUND ��// _ -y 2' FLOURECENT 110V OUTLET EQUIPED WITH GROUND FAULT INTERUPTER _ _ _ _ 4' FLOURECENT &GFI 220V OUTLET ® PANEL METER WP. GFI I' EXTERIOR WATERPROOF OUTLET Oj"D" SMOKE DETECTOR GATT. BACK-UP W/ NTER- CONNECTED d SWITCH PENDANT LIGHT SWITCH 3-WAY OPER 4 SWITCH 4-WAY OPER ® TE JACK NE WALL MOUNTED LIGHI A/C AIR COND. DISCONNECT WH WATER HEATER DISCONNECT FILING LIGHT TV TELEVISION JACK 1 `0JVP VAPOR PRO LIGHT CEILING FAN/LIGHT CEILING REQUIREDOTO UPPO T D INBE SUPPORTED CE W/ 60X MARKED AINS SUCHFOR i RECESSED CAN VENT. FAN MIN. 1 CFM PER 50. FT. FLOOD LIGHT VENT. FAN W/LIGHT MIN. 1 CFM PER 50. FT. INTERCOM SPEAKER 2' LIGHT STRIP 200 AMP /0 ALU. CABLE METER BASE 4 METER MAIIN DISCONNECT COMBO SQUARE D TYF. A/C 200 AMP DISC. AM P' INSIDE PANEL 012 COPPER TO MAIN LIGHTS 4 OUTLETS DISC" 010 COPPER TO WATER HEATER 08 COPPER TO RANGE UNDERGROUND -- SERVICE BY POWER CO. !--04 COPPER TO 5/8' GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL 2" VTR ELECTRICAL RISER I NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. / II 1 1/2" 2 I� II / ( 2" II 1 �1 1/2 i I/2 I 2" r_ \ 2" I \ OPT. 3° VTR 20 LAV. \ 2" J JI 2" VTR 3° I TU5 2 ° WC. 211 31I 31I 3 ° �I 211 i KITCHEN \ SINK W/ 2 I \ 1 1/2 AUTO VENT L� W40i TO MAIN PLUMBING RISER DIAGRAM BAKERS CROSSINi LOT#43 ®®" MODEL: 99 2 8 719 — L99 BLOCK 9'4"BRG. Ist FLOOR ELECTRIC DATE: 4/12/02 SCALE: V41■1'-0' SHEET 7 OF 7 __ _ _ _ __ - __ _ ,. f� } .' ' J �, <7. :J 1 7B 40' - 0 11 I I = ■ . wa -3 I/2" 3 1/2" TI-IK. 0 GONG. SLAB I _' �\ ' 8'-2" 4'-(5 I -3 1/2" 1� D1 1 FOtiNDATION PLAN I - - - - - - - - - - - - - - - - )OPT. OWNR.' S W ,_-------------_ ELEVATION C" I I I I TYP. EXTENID 1/2 "X5" A.B. 1 g SLAB 1 1/2" 32" O.G. F- L— — (TYP) D1 D1 I I ■ IF . ■ ■ ■ I 3 I/2 THK CONC. SLA m I 24"X24"X12 CONC. PAC) LJ/ 3 or;, le E.LJ. '-O" MIN 3" COVER 5'-8" \ 22'-4" / ------------------------------------ 2 -1 1 _ / 'I D01VF.L LAYOUT BAKERS CROSSING I LOT#43 MODEL: BLOCK 9' 4" BRG. FOUNDATION DOWEL PLAN DATE: 4/29/02 SCALE: V41•1l-®l SHEET 1 OF 7 BAKERS �ROSSING LOT#4-3 MODEL: 79 2 8 If 9 - T 99 BLOCK 9' 4" ]BRG. LINTEL SCHEDULE DATE: 3 /21 /0 2 SCALE: V4101'-0' SHEET 1 A or 7 3 / - - - - - - - - - - - - - - - - - 7B I � I `n N A 10 N wi _wr_i v- I VI- fiU Y. O30(08 DOOR ELEV. "All W/12 "SL 54"X24" F.C. W/ (2) 25-5H O1/2 RND A5V. O ELEV. ELEV. "A" (2) 25-SH O54"X30" F.C. O W/ 12"X511X20"-FC; A5V. ELEV. 11511 ELEV. IIDII WINDLOAD CALCULATIONS O5411X1O" F.C3. ELEV. "c" O46 "X16 "X24" F.C. ELEV. "D11 S22 3050-6H 3050-6H (2) 305O-5H (TEMP.) W/ 36" C-TOP A5V. ELEV. "A" G (2) 3050-5H (TEMP.) ELEV. 15"4IICII S (2) 305O-5H (TEMP.) W/ 1211X8"X20"-FCC A5V. ELEV IIDII 21 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SEE AND TYPE ZONE W MPH WIND REMARKS 120 MPH WIND 1 25 3068 DOOR W/12 "SL 4 20.5/ -22.3 24.3/ -26.5 2 16 54"X24" F.C. W/ 1/2 RND A5V. 4 21.2/ -23.0 ELEV. "A" 25.2/ -21.4 3 11 541IX3011 F.G. 4 21.1/ -23.5 ELEV. 115" 25.5/ -28.0 4 4 54"X10" F.G. 4 21.&/ -23.9, ELEV. "C" 25.g/ -25.1 5 1 46"X16"X24" F.G. 4 21.5/ -23.6 ELEV. 25.9/ -25.1 6 35 (2) 25-8H W/ 36" C-TOP A5V. 4 20.0/ -21.8 ELEV. "A" 23.8/ -26.0 -1 34 (2) 25-SN 4 20.2/ -26.1 ELEV. 11 11 11 11 5 4C 24.1/ -31.1 8 42 (2) 25-6H W/ -12"X5"X20" FCC 45V. 4 19.8/ -21.6 ELEV. "p" 23.6/ -25.8 9 24 35-5H 4 20.6/ -22.4 24.6/ -32.1 10 10 23-SN 4 21.5/ -23.6 25.9/ -25.1 11 54 8068 S.Cz.p. 4 19.4/ -21.1 23.1/ 25.4 12 11 25-5H 4 21.1/ -22.9 13 17 25-5H 4 21.1/ -22.g 25.1/ -21.3 14 25-SN 4 21.1/ -22.9 25.1/ -21.3 15 1-( 2-6 pR 5 21.1/ -25.0 OPT. 25.0/ -33.1 16 17 25-5H 4 21.1/ -22.9 25.1/ -2-1.3 1-1 IS 2-5 pR 4 21.0/ -22.5 OPT. 24.9/ -21.1 15 112 CxARAGE 161 X 11 5 15.3/ -21.1 21.1/ -26.3 19 35 (2)3050-SH W/ 36" C-TOP A5V. 4 20.1/ -21.9 123.9/ ELEV "All -30.7 20 34 (2) 3050-SH q. 20.2/ -26.1 ELEV. 1511411C,11 24.1/ -31.1 21 42 (2) 3050-SH W/ 12"XS"X20" FCx. A5V. 4 19.8/ -21.6 ELEV. "D" 23.0/ -25.5 22 16 3050-SH 4 21.2/ -23.0 25.2/ -21.4 23 16 3050-6N 4 21.2/ -23.0 25.2/ -21.4 24 16 3050-5H 4 21.2/ -23.0 25.2/ -21.4 25 34 (2)3050-8H 4 20.2/ -22.0 24.0/ -26.2 BAKERS CROSSING LOT#43 MODEL: )928 IT eJ- T " BLOCK 9' 4" BRG. WINDLOAD CALCULATIONS DATE: 4/8/02 SC AT V41 -01 SHEET I B OF 7 O KITCHEN O KITCHEN MIRR. O HALF BATH b �r MIRROR r— N ® OWNERS BATH I KITCHEN 5EYOND @)ARCHWAY MIRRROR SHOWER KNEE HOLE O OPT. OWNR.'S BATH CONC. PAD W/ OR OPTION 1 i \ //OQj�� 1 25 SN i ,�,' ► � EG�ESS I 25-SH EGRESS 8068 S.G.p. 2 7B Mjz� 25-SH a OWNER'S I l BATH— _ a'-m' CLc. 6 d FAMILY OWNERS m ROOM SUITE c� VAULTED cLc. — V-0' CLG. (CARPET) I (CARPET) Q " " SITTING II c� I 5'-0' CLG. (CARPET) 14'-0" S'-0" HIGH 2' -10 ° OPT. W.I.C. I I WALL ENTRY 3'-O" 2 -� DEEP OPENING I I � PLANT SHELF OR A.F.F. IL wc. BATH �' O — — Q ICI KITCHEN Q L ' �% VAULTED CLc-;. N (nl W.I.C. r — — IR/ISN � � z � OPT 2 z � - `� - 2x6 8' -O" CLc. — — -1 U '�_ — -� ISLAND o r- r- — I (CARPET) i 2 1 OPT. I I ff q OPTI. O 1 - 3' -1 " - rr1 3'-8"101-1011 L__ J L I ^ _ J OPT. 5 I 111/2 WALL W/ 1 - LAUN.1 IL. ABV. N OPT. R NGE REF_— A-j — F� iR/ISH cLc. MT. N — — O O / - 5'-0" HIGH N WALL 8'-411 -11-g11 :�j DINING m �, ROOM L @ VAULTED CLG. (CARPET) — — Q GARAGE SHELF � 6, ' @ N 0 z LIVING ROOM � \ � VAULTED� (CARPET) FOYER r 3-ELAVATION OPTIONS. SEE DESGRIPTION _ FOR WIN. TYPES. TEMP. ch MT. 16'-O" X 1'-0' O.H. W/12" IDELITE --------\ ------------ ------- 25 34 I Su 18'34 8'-4" 1ST. FLOOR PLAN ELEVATION -A (2) 25-SH 13' - 4" I HALFROUND A13V. I ELEVATION-5 (2) 26-514 ELEVATION-C (2) 25-SH ELEVATION-D (2) 25-SH W/-i6"Xall X19" TRANS. SQ.FT. CALCo'S LIVING (15T.) 110a SQ. FT. LIVING (ZND.) 11ro4 SQ. FT, TOT. LIVING 2a 12 SQ. FT, GARAGE 401 SQ. FT. ENTRY 21 SQ. FT_ PATIO E?4 SQ. FT. TOTAL 3340 SQ. FT. OFT. LANAI 120 SQ, FT. EXTERIOR h" ,45ONRY WALL 5FCx. HEIGHTS 21-411 1 0�O,�o 1 o I 25-SH u' 0B5. wc. 2-4 PKT. 4' - 01I 5'-IID" b- OPTIONAL a OWNER'S BATHROOM — a'-o' CLG. z 0 VANITY OVER 29 1/2" HIGH KNEEWALL TU13 = DECK LAV. al'-5" A.F F. U[ Y_ _j oo JL 1R-iSN a Fr � I OPT. OWNR.' S PATH ELEVATION FLR JST OR 2 X 12 � 2 X 4 RE - INFORC ING EA. 2 X 12 STRINGER SERCURE W/12d 6 "-5" O.C. FLOOR PLAN — — — — — — — — - Ar Ar I I I ------------- (2) 3/4" PLYWOOD RIPS —(IF NEEDED FOR SOLID NAILING) �3/4' <CK PLATE 1 1/4" TREAD GLUED 4 NAILED. 15R -1.4" 14T 10" (3) 2 X 12 SYP STRINGERS J 2 X 4 PLATE STAIR DETAIL BAKERS CROSSING LOT#43 MODEL: 2879 L99 BLOCK 9'4"BRG. I S T. F'LR PLAN DATE: 4/27/02 SCAT V41.1I-01 SHEET 03F O HALL BATH Q c0 O HALL BATH I g ARCHWAY /—-------------- ---- I N� 10 DN. I OPTIONAL cy------- --'� j BDRM.#5 (CARPET) _ 13'-4° 2'-10" II I I II (2) 3050-6H (T MP.) i I I 20'-0" 3'-2" I I 23'-2" ------------------------- ( )OPT. BD.RM. # 5 - - r- - I I o o Q I N � _ 2' -10" I I ry � N I I I _ 4" I \ - - - - - - - - - - - - - - - -- OPT. BDRM. & BATH 23'-2" 9" 305 -SH 305 -SN EGRESS EGRESS BDRM.#3 "� (CARPET) 5-0 BE IR/ISH �9 IR/ISH --------- 5-0 BF. C\W 10'-0" BDRM.#4 cv 5'-01 CI_G. (CARPET) m m uu Li BDRM.#2 5'-0' c!_.c. (CARPET) 2'-I" 2 G/� 5-m BF. �p 4-51,4 000 000 \UI "2 -0 BF. r LAV. OPT. LAY. _' Ik '-4" 2 &'-4" XF-A � OA C � 2xro IR/ISN --22 x 30-----�� 6 I ATTIC, I I LAcc95q 4 5-0 BF. Ar cN� UL 3 �-q �U �D cti � ACTIVITY ROOM N I (CARPET) ELEV. A45: 4X4 POST TO 44"HIGH ELEV. C4D: 4X4 POST TO 2X12 5M. BT �@ 6'-V (2) 3050-514 (TEMP.) W1 30" ARCH -TOP ABV. ELEV. "A" (2) 3050-SH (TEMP.) ELEV. "154V (2) 3050-514 (TEMP.) W1 12 "XS"X20"-FG A5V. ELEV. "D" 10'-0" 191, IV 23'-2" DN. m LI — — — — --1— I ELEVATION "C" WINDOW LOACTIONS 2ND. FLOOR PLAN 1 FL,R JST OR 2 X 12 2 X 4 RE-INFORCING EA. 2 X 12 STRINGER SER'CURE W/12d 6" -8" 0. (2) 3/4" PLYWOOD RIPS -- (IF NEEDED FOR SOLID NAILING) KICK PLATE 17 11 1/4" TREAD GLUED & NAILED. 15R ® 7.4 14T ® 10" (3) 2 X 12 SYP STRINGERS) 2X4PLATE STAIR DETAIL 4 \%-10 ""j BAKERS CROSSINC LOT#43 MODEL: 992879— L99 BLOCK 9' 4" BRG. 2 ND F'LR PLAN Eno DATE: 4/12/02 SCAT : V41=l'-0' SHEET 3 or 7 BAKERS -.'.ROSSINI LOT#43 MODEL: 79 2(979- L99 BLOCK 9' 4" BRC. ELEVATION „C„ mmo DATE: 2/26/02 Sc AT V41EV-0' SHEET 4 C OF 7 I= 1= BRG. 1'-Oy 9' 1-4" FIN. FLR. 2ND FLR. 01—NF 11 FIR. OFF RIDGE VENT OFF RIDGE VENT u c� 1 OFF RIDGE VENT TEXTURED FINISH LEFT ELEVATION RIGHT ]ELEVATION ,6 11'-4" ,*,j BRG. 9'-4" FIN. FLR. 2ND FLR. V-o" m'-O" FIN. FLR. BAKERS CROSSING LOT#43 MODEL: )928 IT 9- T " BLOCK 9' 4" BRG. ELEVATION c>> DATE: 2/26/02 SCAT.�E: V4101'-0' SHEET 5 C OF 7 FLOOR FRAMING FLAN BM. TO BLK.---" HUGHES NFM 35X12 M BM. TO POST C2/h16TA-24 POST TO SLAB A5U-66 z TRUSS PLAN NOTE: #CONNECTORS TO BE 5IMP50N U.N.O. *TRUSS HANGERS TO 5E SUPPLIED 4 ENG'D. BY TRUSS CO. *TRUSS TO 5LK META-16 *TRUSS TO WOOD MT5-12 2X4 COLLAR TIE EVERT OTHER RAFTER 2X RAFTER 2-126 EVERT' TRUSS / 1Xf'o NAILER �z 2X RIDGE } 0 o� 111(o' O.S.B. J 1X& NAILER —/- OR 1/2" PLY. 2-126 EVERT' TRUSS CONV. FRAMING DETAIL/VALLEY KNEE WALL DETAIL@ENTRY 9 ]HIP DETAIL HEADER SPAN CNARt 51NGLE 5TORY A FLICATION SIZE CLEAR SPAN DBL, 2X(o DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-4" 5'-4" TO -i'-m" 1'-0" TO Im"-O" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2Xro DBL 2X8 DBL 2XIO DBL 2X,2 UP TO 5'-0" 5'-m" TO &'-4" &'-4" TO V-m" 8'-0" AND OVER 4X4 POST=(2)2X4'8 NAILED WITH 126 6"-S" O.G. STAGGERED 4X6 POST=(3)2X4'6 NAILED WITH 126 (o"-S" O.G. STAGGERED BAKERS CROSSIN( LOT# 43 MODEL: BLOCK 9' 4" BRG. TRUSS FRAMING PLAN- AS (-DATE: 2/26/02 S c ALE: V4' ■ 1'-01 SHEET 6 C OF 7 I I � I L--�— t LIGHT 4 SWITCH W/ OPT. DOOR W ELECTRICAL LEGEND SYMBOL DEFINITION NOTES SYMBOL DEMNITION NOTES 110V OUTLET 4' LIGHT 5TRIP I IIOV OUTLET 1/2 OF OUTLET WIRED TO SWITCH FLOURECENT LIGHT WRAP AROUND GFI 110V OUTLET EQUIPED WITH GROUND FAULT INTERUPTER _ 2' FLOURECENT - - - - � 4' FLOLlRECENT 220V OUTLET ® PANEL WP. GFI EXTERIOR WATERPROOF OUTLET METER OS.D. SMOKE DETECTOR BATT. SACK -UP W/ INTER- CONNECTED !!�� SWITCH SWITCH 3-WAY OPER PENDANT LIGHT �} SWITCH 4-WAY OPER . TELEPHONE JACK n YMOUNTED WALL LIGH 4/C � AIR COND. DISCONNECT �y (M) FILING LIGHT nLUH WATER HEATER DISCONNECT TV TELEVISION JACK i l yP VAPOR PRO LIGHT CEILING FAN/LIGHT CEILING Rox REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKEp AS S FOR INS C tIoN E col REGESSEp CAN VENT. FAN MIN. 1 CFM PER 5Q. FT. FLOOD LIGHT VENT. FAN W/LIGHT MIN. I CFM PER SQ. FT. INTERCOM SPEAKER 000&2' LIGHT STRIP 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D 200 AMP. MAIN DISC. (0 ALU. CABLE TYT'. 200 AMP INSIDE PANEL CE POUJEI R CO. I I I! -ALSO SERVICE 70 BE BONDED O FOC ELECTRICAL R NOTE: ELECTRICAL MATERIALS AND INSTALLATION. COMPLY W/ APPLICABLE PROVISIONS OF T{ ELEC. CODE, LOCAL CODES, AND THE LOCH 211 COACH — — — — — — COACHcp U L IGHT LIGHT _ WP. ------------ GFI 15'1'. Fl R. ELEC1'RICAL PLAN NOTE: ,ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) A/C D 16C. 012 COPPER TO I Ir UTA ! (111T1 CTA LIGHT 4 SWITCH W/ OPT. DOOR J (1)OPT. OWNR.JS BATH ELECTRICAL PLAN r\ 2� \ nr\ r 311 VTR TO MAIN PLUMBING RISER DIAGRAM ITCHEN INK W/ CO VENT BAKERS CROSSING LOT#43 MODEL: 792879- L99 BLOCK 9'4"BRC. 1st FLOOR ELECTRIC DATE: 4/12/02 SCALE: V41.i'-Ilv' SHEET 7 OF 7 BAKERS --'.ROSSINI LOT#43 MODEL: BLOCK 9'4"BRG. 2nd FLOOR ELECTRIC MEMO DATE: 4/12/02 SCALE: V41011-0' SHEET 7 AOF 7 1/2" X 9" A.B. 3 2 " O.C. 6"X6" #Isa W.W.M. 6" EMBEDMENT MIN. 6" EMBEDMENT 1/2" X 9' N UJ!-{EN UPLIFT FROM ROOF ANCHOR 5OLTS AT 3' O.C. N 2 ASV. CONC. c� GONG. SLAB z 6"X6" #IID W.W.M. 4° 8 2 #5's GONT. 411 (2) CONT. 05 REBARS I'-4" L fY 1'-011 La } CONC. SLAB „ 1-0„ 11.. 4 I 3 #5's CONT. 4 I `� _ _ m ° ° THICKEN EDGE TYP. WALL SECTION INTERIOR BEAiRING I.UAL.L m IID 2-#5'S ON CHAIRS �- GARAGE CURB STOP INTRIOiR BARIN WALL 2-STORY BLK. SINGLE STORY (i)-NOTE: FOR FLOOR BEARING WALLS 2 DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS WOOD FRAME FOOT INCH CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE IS UPLIFT ON WALL 3 1/211 HEAD OF GARAGE 3 1/'2" HEAD OF GARAGE �-#5 DOWEL BAR(ONE SIDE #5 CV4RIES WITH SLOPE) I DOWEL BARS #5 DOWEL BARS (VARI ES WITH SLOPE) E OF DOOR IF NEEDED) [DIM � DIM VARIES -i 5/8" I � DIM YAI�f ES 9" ANCHOR BOLTS AT 3' O.G. 9" ANCHOR BOLTS AT 3' O.C. 7 5/S" CI B 6"X�" #lID W.W.M. 1 5/8" CURB N &"X6" #IID W.W.M. CURB (v'X6" IID W.W.M. (3) 5 ROD'& EA. WAY ON g GMU MIN 6EMBEDMENT � � # # It ONLY IF UPLIFT ON WALL I MIN 6' EMBEDMENT EXTEND 1 1/2" F- CHAIRS (MIN. 3' COVER) 6°X6" #IID W.W.M. & "X6' #IID W.W.M. 4 RECESS /2" } '-"-"�-�-'' c0 " O - SLIDING DOOR TRACK - m u 1 2-#5'5 ON CHAIRS U o�0 (3-5'5 W/2-5TORY) c-�- m ° 2-#5'5 ON CHAIRS m SLOPE CONC. m SINGLE (3-5 S W/2-5TORY)- #5 I _g 3 #5'S ON CHAIRS STORY STORY 21-IDI' 1 1/2° TO FRONT(1/411-1/211) 2 S ON CHAIRS I -8J� TWO I -8 24"X24" EXT. PAD 9 1/2" IN61DIE FTG. AT GARAGE STEP-UP STORY TWO GARAGE SERVICE/POOL STORY fNSIDE FTC. AT GARAGE STEP-UP 2-STiORY BEARING WALL C>ARAC-rE CURB GARAGE CURB 1-STORY BEARING WALL DOOR RECESS 0 SLAB AT SL. GLASS DOOR CONC. SLAB OVER CLEAN, #5 REBAR SET IN 2000 COMPACT TERMITE TREATED PSI EPDXY 25' MIN. ASV. TOP CORD BLOCKING AT 4' L, ro MIL. VS. VAPOR I SLA15/6" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING 6 "X6 " #10 W.W.M. �v Z "X6" #10 W.W.M. SPACES AT EACHEND. GARr�GE SLAB N - m I RAFTER OR TRUSS NAILING SCHEDULE ALL NOTES IN REFERENCE �►---�- ROOF SHEATHING LAYOUT ROOF SHEATHING = TO FLORI�A BUILDING ° ° ROOF DI AND ENDWAL L BRAG ING Q USE�6' O.5.5.OR 1/2' PLY WITfH 19 GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND -8 GUN NAILS AT W O.C. AT O O O� GURP WALL 8" GONG. DRIVEWAY - a FOR GABLE END FRAMING INTERMEDIATE SUPPORTS. AL&O SEE DETAIL. GARAGE 3 #5's CONY. P. RETROFIT FOR ALL BEY P,4G OMITTED FOUNDATION DOWELS Z ROOFSHEATHINGTOGABLEEND.C. E I'-8" 31, MIN. COVER IA Q USE 10 SITE PLAN NOTES � EXTERIOR SHEATHttJG USE l/16' 0.89. OR 1/2' PLY WITH -8 GUN NAILS AT W O.C. AT V V :3 PANEL SIDES AND 'e GLN NAILS 4' OG. TOP J 50TTOM PANEL AND re GUN NAILS AT W O.C. AT IJ LOWEST SLA5 AT LIVING AREA SHALL BE MINIMUM IS' ABOVE INTERMEDPPORTS. ALSO SEE DETAIL. IATE SU G R DOOR BUILDINCx LENGTH � GROWN OF FRONTAGE ROAD OR As NOTED ON PLANE. y� NOTE: GUN NAILS SHALL BE PERMITTED A9 AN 2) UNLE55 OTHERWISE NOTED, THIS BUILDING 16 NOT INTENDED TO BE 11 OIN I 2 -STORY FOO INC; ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FIN15H FLR. ELEVATION NAIL REQUIREMENTS ASV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINI.AU FLOOR AI AB WITH N NED ANM AFAI PM RI IG]vCY SIZE I HEAD LENGHIT DIA. TEN51L BTR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL C05Eb, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON-51TE DRAINAGE SHALL BE DIRECTED BY 6WALE6 OR OTHER 8Y5TEM8 TO AN OFF -SITE DRAINAGE FACILITY. 6d ROUNDMODIFIED OR T 1 1/8' 113 1 1-10,000 10d 2 I/8' 128 110000 #gd GUN NAILS '� NOTE: NAILS 4 TOOL A5SOG ATER TIION INT. I/ LAIVLACL:AI IIK3 IKKICSATION BERMING, ETC. SHALL CONFORM TO LOCAL CODES, RESTRICTIONS HAVING JURISDICTIONS AND BUI POURED LENTIL TOP 4 BOTTOM EDGES II O.C. IN Ff ELD GENERAL NOTES 6EECCTED BY DER 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK I$ TO BE ' CONT. I ` II w 1. DE51GN AND LOADING PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. • r.e, e 2X WALL FRAMING Q Q A. ALLOWABLE UNIT STRESS AND DBSING CRITERIA: I. BUILDING CODE REQUIRMENT5 FOR REINFORCED CONCRETE ACI 318 PLUMBING NOTES (3) 1/2'X9" ANCHOR BOLTcJ TO BE M LLI:' * i�CID I OU I SIDG I-�AR -1 W - UJ 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 4. WIND IMPORTANCE FACTOR (U I) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED 0" GMU FILLED ,';''�, MIN. 6' EMBEDMENT ✓ REBAR I Q LL Z u 5.WIND EXF'O6URE'B' BY THE BUILDING OFFICIAL. •'P „ DELL (TYP.) .., > W/ 211X2'IXI/8 WASHER AND I CON-1 INUOU.S Z Z Z Z O 6. INTERNAL PRESSURE CO -EFFICIENT +18 THRU -18 2. SOIL 2) WATER LINES SHALL BE CPVC. NUT SPACED EVENLY FROM o. '� � � @ � � � A NET ALLOWABLE 601E BEARING PRESSURE USED IN DESIGN 2000 PSI FOR coNTlNuou6 WALL FOOTINGS. 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH 1/1' AP'IAFLEX. EXT. FRAME WALL TO FLOOR TO BOND BEAM. SET `t� ::: r :: v u U (a 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. BLOCK WALL CONNECTION A IN JOINTS PRIOR TO FILLING. C!J O p p I I /� = TYP. EXTERIOR S H E AT H I NCB A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 31& AND WITH SPECIFICATIONS FOR 6TRUTURAL (CONCRETE BUILDING ACI 301. 5) 5HOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. (SLEEVED ANCHOR IN SOLID - B. ALL CONCRETE SHALL DEVOLOP' MINIMUM COMPRESSIVE STRENGTH OF 2500 61 IN 25 DAYS POUR ACCEPTABLE RETROFIT) # /� p r ATTACHMENT FOR ROOF SHEATHING; IN� C. REINFORCING BAR& SHALL 024FOR'1 TO A51M A615 A616 OR 611, GRADE 40 6) HOSE BIBS TO BE PROVIDED WITH BACKFLCW PREVENTER �25" MIN. LAP TYP . REBAR LAP @ @ NOTE., 4. DEBIGN LOADS A. IN ACCORDANCE WITH FLORIDA BUILDING COPE 2001 CHAPTER 16 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. ��•• COR G RS - • • - • • • • • • • • • • IWII }� WHEN G L U E D TO ROOF M E 1 I B E R ROOF LIVE LOADS OF 20 PBF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED GROUTED BY OWNER FROM BUILDER'S OFFERINGS. BOND BEAM - 2 -#5's RE13AR 1 STORYA. (0"-0"S�/ 0 E pG E �! S+ 4 I o " - 1 2 " I N F E I L D 5. LUMBER ALL STRUGTUAL LUMBER BHA" BE: "2 5YP. ALL STUDS SHALL BE STUD GRADE SPF. 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED TIE TO HORZ. BARS LLI 3 -#5'& REBAR ,@ 2 STORY (ALL LUMBER EXP05ED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MA50NARY SHALL BE PRESSURE TREATED) SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'A8-13UILT' 1_J l 8' MIN. EMBEDMENT (� O TYP. EXTERI OiR SHEATHING; ATTACHMENT 6 TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER *, u FOR SHEAR AND UPLIFT A. PRE-ENGINEERED WOOD TRUBSE6i SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. HORZ. REINFORCING VERT. RE INF. (O.S.B. TO BE STRUCTURAL GRADE) TRUSS MANUFACTURER SHALL SUBiMIT SIGNED AND SEALED DRAWING6 FOR APPROVAL PRIOR TO FABRICATION- 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, (0II HOOK IN GROUTED CONNECTORS FROM PLATE TO STUD TO PLATE I.RIDGES. A. ENGINEERED FOR 110 OR 120 MPH MIN. WIND LOAD. (PER WIND MAP) 12) SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FLORIDA PLUMBING CODE CURRENT EDITION. GELL ARE NOT REQUIRED EXCEPT AT OPENINGS B. •'ACs . DETAIL TO BE SUPPLIED BY GARE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM To FLORIDA BUILDING CODE ' #86 GUN NAILS 6. ASPHALT SHINGLES A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 2001. cn 1211 O.G. IN FIELD B. SHINGLE STANDARD A6TM p-225, IUNpERLAYMENT TO BE AbTM p-226 14J PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. to FOUN1DATION NOTES 16) ALL WATER CL05ET5 SHALL BE WATER 5AVING Ib GALLON FLUSH TYPE FOR GROUT ''' '' '•' CLEANOUT RL IaTD ", ' ' ' A I N O A (ON Q 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING BLOCK NOTES _ •N, ti *! • • 5 FT. UNLESS PRESSURE. 1. CONCRETE MA50NRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONARY IN ACCORDANCE WITH A5TM C90 AND CI45 AND SHALL HORZ. REINFORCING > W FOOTING pWL IS 4 a : Z U 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVE A NET AREA COMMPRESSIVE STRENGTT OF IWO PSI. MORTAR (o 11 NOOK _Z NOT REaID. POURED LENTIL 0 To ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH A5TM C210. METAL ACCESSORIES �` CONT. (TYP) ' "-'' Z - 3. CONCRETE 20 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: NORIzONTAL/VERTICAL REINFORCING c(1 ,tt v A. A5TM A82 FOR JOINT AND WIRE ANCHORS. C a SIDES: PRE -CAST HUR. ff) @ # 4. ALL 6LAB5 SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMTTED TREATED SOIL. REINFORCEMENT B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 2X6 GARAGE DOOR BUCK W/ " ° (3) 1/2 X9 ANCHOR BOLTS !� t-� !� t T"rI . FLOOR DEC<[N� 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT To SALT CORROSION 6HALL K� EMBEDMENT ATTACHMENT TO FLOOR JOIST ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERY. DOWELS TO HORIz. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25 , BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS A5TMRAL- A90. W/ 2 "X2 "X1/S WASHER AND e. "d EA. SHEET TO B E CLUED AT ALL 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK GENERAL: N 1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE S11 CMU FILLED NUT SPACED EVENLY FROM FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2"xl/S' FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MA50NW CELL (TYP.) FLOOR TO GARAGE DOOR NUR. EXPOSED JOIST AT V O.C. STARTING AT a' OFF EACH CORNER MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS &HALL BE 3/8' THICK. - IN JOINTS PRIOR TO FILLING. i. DESIGN LOADS: IN ACCORDANCE W/FLoRIDA BUILDING CODE 2001 ROOF LIVE LOAD. 20 PSF 3.. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. (SLEEVED ANCHOR IN SOLID WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 JOINT REINFORCEMENT, W ADDITONWHEN MASONARY UNITS ARE LAID TTO VERTTI ACK BONAL REINFORCEMEN9 GAGE T POUR ACCEPTAE3LE RETROFIT) PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I&' O.C. 0. FOOTING REINFORCING SHALL BE 2-05 RE5AR5 I -STORY, REIINIF RGING STEEL, GENERAL: 1-2X(o PT BLOCK 0 CENTER OF 30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND � 1?.EINFORCING STEEL SHALL BE NO.5 BARB. ,1 " DOOR HEADER WKI) 1/2 XS A.B. CORNERS. USE CORNER BARS OR BEND RE15AR. LAP A 'J 2. Vj4EN 2 BARB ARE IN THE SAME CELL THEY MAY BE BUNDLED. W/ 211X2 "XI/5 WASHER AND MINIMUM OF 25. 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 4. R.EINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED r 'ACCORDANCE WITH A5TM A615, A616, A611, OR A106. Y FINISH GRADE 0 � 10. FINISH SLAB TO BE 5' ASV. FINISH GRADE l_ SUB/DIV LOT# MONOLITHIC BLOCK DETAILS NOTES (-DATE: 4/16/02 SCALE: V4'-I'-m' SHEET DI OF 3 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS 2X4 SUB -RAND HURRICANE STRAPS 2X4 SUB -BAND FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE (:2;ROVES,WAVERLEE WOODS 2"X4" BLOCKING 2X(o 6U8-BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS METAL LATH LAKE KEHOE,CYPRE55 HEAD 2X(o 5U8-B(o AND @ 2XSUB-BAND ALOMA WOODS LAKE KEHOE CYPRESS HEAD LAKE KEHOE,C;YPRE55 HEAD 4'-0" O.C. MAX WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ROOF TRUSSES ALOMA WOODS AS SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER Illro' 05 OR �/a" TEXTURED ASPHALT SHINGLES. /1�" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT / R-19 INSULATION METAL DRIP EDGE •- -1/1(oOSB. SHEATHING FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2 PLY. W/ 15 FELT OR 1/2" PLY. ON #15 FELT OVER ! 3/4" T � G PLYWOOD 2X4(CONTJ HURRICANE STRAPS 1/16 OSB. SHEATHING (SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. -� ROOF TRUSSES � TO BE GLUED � FOR PROPER 24" O.C. � NAILED FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. 2X4 SPF STIFFBACK AT BRACING 2Xro P.T.IGONTJ 2X4 DOUBLE PLATE CTYP.) LL UPRIGHTS OVER 4'-lm" 1/2"X METAL DRIP EDGE (1,*5 CONT. 9" ANCHOR BOLTS 00, ALUM. FINISHED VENTED SOFFIT SILL ENG. GABLE TRUSS MIN. �" EMBEDMENT 1X2 FURR STRIPS EE TRUSS PLAN FOR CONNECTOR W/2" WASHERS. ALUM. FINISHEP VENTED SOFFIT U1/2 CLG BOARD 4 TEXT. 7/8" TEXTURED FINISH AT 32" O. C. MAX a" LINTEL BLOCK FILLED ° ° 1/2' DRYWALL ALUM_ WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) 1/16" O.S.B. SHEATHING R-19 INSULATION PRE -CAST LINTEL -1/S"TEXTURED FINISH ON S FELT BARRIER OVER 3/4' T 4 NA LED OD OR 1/2' PLY. cMU'S B HEATH ING OR 1/2 PLY. _ TEXTURED ALUM. WINDOW -1/i6" oS SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-m" \ FINISH FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS ZX PLATE SECURE 1/2" CLG. BOARD TEXT. PRE -CAST SILL SEE FRAME PLANS TO pBL TOP PLATE W/ TUJ0 STORM' 1/2" DRYWALL 2X4(CONTJ FOR JOIST TYPE LAG BOLTS 3/0 X 5' 2X4 DOUBLE PLATE (TYPJ 2X& P.T.(CONTJ 32 O.C. MAX OR SIMP50N a" CMU R-4.2 INSULATION 1/2"X9" ANCHOR BOLTS O (1)#5 CONT. HTC-4 32' O.G. MAX. SEE TRUSS PLAN FOR HDR SIZE MIN. 6" EMBEDMENT 1X2 FURR STRIPS ,L`�I�� DETAIL 1X2 P.T. FURRING STRIPS W/2" WASHERS. AT 32" O. C. MAX ALUM. WINDOW TEXTURED FINISH I/4" WOOD BASE SEE FLR./ELEV FOR DES. SILL 8" LINTEL BLOCK FILLED 10 ° 1/2" DRYWALL 1/1(o" 065 SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2' PLY. UNDER Q FELT BARRIER PRE -FAB TRUSS _Z � ALUM. WINDOW 2X4CCONTJ 1/2" CLG. BOARD 4 TEXT. v ro"Xro" #IUD W.W.M_ SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS OR FIBER MESH 4 —j/ REINFORCEMENT PRE -CAST SILL — 2Xro P.T.(CONT.) "*� 5P-4 32" D.G. STUD 2X4 DBL. TOP PLATE CONC. SLAB OVER CLEAN, 1/2"X9" ANCHOR BOLTS 1/2" CLG. BOARD TEXT 1/2° DRI�UJALL pr COMPACT,TERMITE TREATED MIN. ro" EMBEDMENT O (15 GONT_ r w z w SOIL OVER to MIL VIS. VAPOR W/2" WASHERS. AT 32" O. C. MAX } — } 8 CMU a' LINTEL BLOCK 2X4 WOOD STUDS N 0 U 1'_4" 2 #5 CONT. BARRIER,W/&X(o 010 WWM (FILLED) IX2 FURR STRIPS 2X4 CONT. STRESS O.C. TEXTURED FINISH 1/4" BLOCKING MID -WALL WOOD BASE (TYP.) PRE -CAST LINTEL "' ° ° 1/2" DRYWALL 0 0- 2X4 PT. PLATE SP-4 32" O.C. 0 STUD 1/2 "Xg" A.B. 32" O.G. 4 ALUM. WINDOW " EMBEDMENT T�'P. WALL S�CTf ON 0 SEE FLR./ELEV FOR DES. (WHEN UE'LIFT� 6 SILL o BL< I - STORM' O O WOOD BASE CTYPJ "X�o" #lm W.W.M. PRE -CAST SILL _ CONC. SLAB 4"1 4" z u Z (k 3 #5's CONT OR FIBER MESH CONC. SLAB 2 ma's CONT. -° w z w RE INFORCEMENT = } } l -g„ a" CMU (o MIL VIS 1'-4" m O m O VAPOR BARRIER TEXTURED FIN15H 1/4° INTRIOiR BEAiRf1�1G WALL ASPHALT SHINGLES OVER ro �'', WALL SECTION NOTE- FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON/1�" O_S.B. 2 "X4" BLOCKING 2 C c0 DO NOT INSTALL CONNECTORS. SHEATHING OR 1/2" PLY FIRST TWOBAYS 2 - STOR,I' -q 4'-0" O.C. MAX , METAL DRIP EDGE ■— 61IX&" 1110 W.W.M.2X4 DBL TOP PLATE O OR FIBER MESH 2X4 SUES -BAND REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS (X LA : KEHO ,C (SEE TRUSS PLAN) � w z w (3) #5's CONT. LAKE KENOS CYPRESS HEAD BRACING } � } ALOMA WOODS ROOF TRUSSES pBL. TOP PLATE = U - O WRAPPED/ALUM FINISHED FASCIA 24" O.G. CRIPPLE STUDS FIRST FLOOR BL.00fG 1/2 DRY WALL ENG. GABLE TRUSS R-19 INSULATION 2X4 SPF STIFFBACK AT low SECOND FLOOR FR,41„IE -I/1(o" O.S. ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) -I/a" TEXTURED FIN15H HEADER (SEE PLANS) OVER 150 FELT OVER / " O 4 TEXT. ffT-PRE -FAB TRUSS 2X4 PT. O.S.B. SHEATHING 2"X4" NAILER CONT, BT. PLATE OR 1/2" PLY. 1/2 CLG. BOARD 4 TEXT. TEXTURED FINISH (2) LAYERS, Illro 2X4 DBL. TOP PLATE ON GALV'D. META 1/2" X 9" A.B W/ SF-4 32" O.C. STUD ,; .orr` MIN. (o' EMBEDMENT O.S.B.SECURE EA, LAYER LATH OVER TYVE ° W/2 ad,s 8 -12 O.C. -�.- HDIR. STUD(S)/JACK(S) -. 1/2 DR1'UJALL 32DIA. A5HER 2x4 P.T. PLATE W/ " " �� OF #15 FELT • • w:• 1/2 "X9" ANCHOR BOLTS MAX. ';, .MAX MIN. 6" EMBEDMENT SI - " O.C.MAX LSTA 12 2X4 WOOD STUDS 115 REBAR CONT. W/2" DIA. AT 32" O. C. STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�1(0" O.C. SECURE TRUSS TO 2X6, W/ KING STUD(5) 5P-4 BLOCKING MID-I.UALL ,r„!r• " +',L.:•r 12d la 6 -8 TOP 4 BOTTOM) CONC. FILLED LINTEL 3/4 TAG SUBFLOOR PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)#5 ROD I GLUED 4 NAILED 4' O. C. -a EDGE j •r KJ" O. C. 'w IN FEILD J+��A ti•1 all cMU FL-R. JST. SIZE SEE FRAME PLAN TEXTURE FINISH 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4' R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD 4 TEXT. 1/2' DRYWALL _ _ _ _ _ _ _ _ _ _ _ _ _ let FLR. STUD 2X4 DBL. TOf= PLATE 1.000DR1 I FAE TO BLK. —I M5TA-3& 32" O.G. 1/2" DIRT WALL 2X4 WOOD 5TUD5 II II I 2X4 COW. 5TRE55 WOOD BASE I I I I I I BLOCKING MID -WALL I II II NAIL PER SCHEDULE/ 2X4 PT. PLATE C I I 1 BOLT PER FND. PLAN SP-4 32" O.C. a)STUD 1/2 "X9" A.B. 32" O.C. MIN. 6" EMBEDMENT c0 L W — F. Z 6 "X(o" #10 W.W.M. IF CONC. SLAB w__ OR FIBER MES- JL H 4" 4" 2Xa RIDGE 2X4 COLLAR TIE /—O} O REINFORCEMENT T1'P EXTEiRIOR OPENING IN FRAME CONY. - - EVERY OTHER RAFTER % w Z w 4 2X(o RAFTS 0 Np= 0 } m U m U 2 #5 CONT. u m T"I'P. WALL SECTION 2-126 EVERY TRUSS INTERIOR 3-126 RAFTS BEARING WALL IX(o NAILER 3-126 TO NAILER . NOTE: FOR FLOOR BEARING WALLS { DO NOT INSTALL CONNECTORS. O S B 1X8 NAILER OR 1/2" PLY. 2-12d EVERY TRUE BLK. 1-SToR'r (GABLE) 1„IINIM�IM WALL AND �EADE� `�� STUD R OlJ I R 1 I NTS CONS. �R,4MIING D�TAf �/�AL��I�,�I' MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO g'—m. 4'—II 1/2' 7'—Il 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL. LENGHT STUDS 1 2 AT EACH END OF HEADER I I3 SUB/DIV I LOT# MONOLITHIC BLOCK DETAILS & NOTES (DATE: 4 /15 / 0 2 SCALE: V4'=1'-f)' SHEET D 2 or 3 3 r �4 r 0 0 # 1000 UPLIFT F—)5l—.. SOP PLATE 5IMP60M MTS-12 W11 lOd TO TRUSS PRECAST HEADER = 3/4" FURRING STRIPS AND (2)1/4" X 1 3/4' (L/ TAP CONS TO CONT IX PT. NAILER TO BE SECURED u1 q POURED LINTEL (T-NAILS OR 4d CUT z } IX PT. NAILER TO BE SECURED 2X4 10"O.G.1„1,4X, NAILS ACCEPTABLE) UJ/ TYP. FASTNER 8' O.G. (T-NAILS OR 46 CUT # 2000 UPLIFT " �- NAILS ACCEPTABLE) 7/16 OSE3 SHEATHING m (Y �Z (2)SIMP5OM MTS-12 uz SECUR�—= 2X,4 ONE EA. SIDE OF TRUSS PRE-�NCxINEERED TRUSS 2X4 BLOCKS U`� -q� 7/16" OSB SHEATHING TO BE TO WOOD W1126 � -A w ATTACHED TO IX PT. W/ 1 1/2' OPPOSITE SIDE OF BLOCK -1 n u UJ/i IOd TO TRUSS CMU WALL 7 Q t2 3 STAPLES/ 8d COMMONS 6' O.C. -gO.C. ST,4CC��1� D AND (2)1/4' X 1 3/4" Z D Z TAP CONS TO CONT OPENING w m 2X4 BLOCKS SECURE 2X4 5T. PL,4TE POURED LINTEL 10 O 3/4" FURRING STRIPS TO BLK. W/06 CUT NAIL Oil I� BEVELED IX2 TO BUP TO 8'-0' E SECURED = z 2 1/ II T-NAIL &II -8II O.C. �1�CT—fUJt--t I Ix rCONTINUOUS BOND BEAM UJ/ T1'P. 1=ASTNER S" O.C. 1/2' GYPSUM BOARDIN (T-NAILS OR 4d CUT BEVELED 1X2 TO BE SECURED TAP CONS NAILS ACCEPTABLE) W/ TYP. FASTNER 8" O.C. MIN. 2" COVER (T-NAILS OR 4d GUT 2X4 SOLID �LOCKINC-r 2" APART PRESCAST SILL NAILS ACCEPTABLE) SECUFRE TO SI--IEATNINCs UJ/ 1/2++ PL T-WOOD PRECAST SILL 8 CMU WALL1„1IN. 2 —a6 PEF�, 5L< EA END OfR 1/1r0" 0.5.5. TRUSS ANc�4Of;;�,, D E TA I L. = i;PE Ti;POF I TX lOfR AfRCHWA�- PfRONT E LU- SIDEyI E LU- 9' MIN. LESS THAN 10' REQUIRES 1' NOSING FIN15H a LANDING 3/4' PLYWOOD FF. 2X4 BE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 3/4' PLYWOOD ` 12 " Z F — — 2X4X4' SECURE TO TRUSS W/ 3-126 DBL 2X12 FINISH w LANDING _ �' I 6'-a' O.C. MAX TYP. 2XI2 TREAD 3/4' PLYWOOV F.F. 0 CUT TO FIT FLOOR J015T DBL. 3/4' PLYWOOD - N. ` 1 IXS RISER Z I . - __ u DBL 2X6 I" NOSING TYP. — m __ e f HAND RAIL - 2x4 BLK SECURE THRU TRUSS W/3-12de LESS THAN 4" TYP. 3/4' PLYWOOD BETWEEN SPUNDLES 36" MIN. FINISH - - _ • PER ENG'D TRUSS 24�-o.G. MAX WITH 4 160 - - l"� COMMONS NAILED- THRU 3/4" PLYWOOD NOTE: INTO EACH STRINGER 1/2' DRYWALL I' - 0' STAIRS RISERS TO CONFORM STAIR WIND D TA 2' m TO SBCCI 1112-1112.-1 IXIO TRIM '''.: 21-0- EXTENSION -a .Q T SERVICE DR. 1' NOSING TYP, 3/Iro" MAX. VARIATION IN RISERS/TREADS _ .-- L ANDINGr DT AIL ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD r HANDRAIL CIRCULAR CR055 SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE m NARROW END MIN. 11' WIDTH 9 12' FROM NARROW END S T,41 FP,, SECTION DETAILS " 15 FELT ON 7/16' O.S.B. 34' MIN. HANDRAIL HGT. I (2) 2x4 "2 ND SYP DIAGONAIL BRACE TO COVER 5-TTRUE75E6 DIAGONAIL BRACE SP SHINGL S OVE ASPHALT SHINGLES OVER 2X4 BLOCKING FIRST 2 BAYS " 15 FELT ON 7/16' O.S.B. AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS (2) 2X4 02 ND SYP DIAGONAIL BRACE 2X4 SYP STIFFBACK W/ COVim ER SATRUSSE ( DIAGONAIL BRACE AT ALL UPRIGHTS OVER 4 -10 IX2 PT.TOP OF 50X 5P4 OR H-5 TOP PLATE TO STUDS USE d N SHEATHING 2X4 5LOCKING FIRST 2 BAYS 4' o.c. EDGE 4 6' o.c. FIELD DBL. TOP PLATE USE Sd NAILS AT 2'-0it 9 ' ABV. 10'-0' LEVEL TO ROOF 2'-S-I/2' N i I 2X4 STUD OR 2'-0' ABV. HIGHEST RIDGE WIITHIN 2'-0' - AT SHEATHING SEAMS 2X4 W/ 3/S' x 5 0 (2) I0d NAILS EA END COMMOM /I6' OR 15/32' O.SB. N TO TRU85 LAG OR SIMPSON HTC-4 is 32' O.C. MAX. 1/2' CI-G. BOARD TRUSS 24" o.c. W/7/W TEXTURED 101_0" NAIL CONT. RAT RUN TO INSULATION FINISHED OVER 2X4 SYP STIFFBACK TRUSS W/ (2) 12d 9 EA. TRUSS R-19 MIN. GALVINIZED METAL - --- ------------- AT ALL UPRIGHTS SHEATHING NAILING TO 5E 6'-V O.C. IN FIELD PAPER BACK LATH PRE. ENG. TRUSS OVER 4'- I0' 4' O.C.+�ALL EDGES Wad NAILS TO DIAGONAL ADJACENT IX2 PT.TOP OF 5OX 1X456 '1/16' 055 SHEATHING D5L TOP PLATE STUDS TO DBRLP LPLAtE A5V. USE 8d NAILS AT 4 o.c. EDGGE E 6 o.c. FIELDmxmx ARAM" 2X4 STUD III O.C. MAX. DBL. TOP PLATE 2X6 PTHE . PILATE OLT W/ 1/2'X9 A. 2X4 COMMON 2X4 5TM. PLATE (W/ 2 DfA.. WASRS) 9 3211 O.C. MAX. I/2" CLG. BOARD TRUSS 24' o.c. FRAMED CRICKET NAIL CcNT. RAT RUN TO INSULATION TRUSS W/ (2) 12d is EA. TRUSS R-19 MIN. 1/I6" OR 15/32' o.s.5. 1-05 REBAR CONT. 2X4 SF'F RAT ADJACENT 3/4' T4(o 51.15-FLOOR Wr1/8' TEXTURED iv TO DIAGONAL BRACE. GLUED d NAILED ID TO 3ID (1)X 5RAGE SIMPSON H-5 (MIN.) FINISHED OVER " -ID , � 2x4 7o tRUss GALVINIZED METAL -ID PAPER BACK LATH 30'-1" TO 60'-ID' (3) 'X' BRAGS iv (I 'X' BRACE tD CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) PRE. ENG. TRUSS , I 1 t-I I E � [DETAILS I 2X6 PT. PLATE BOLT W/ 1/2 "X9 A.B. C {-4 I\( �.q� �I �" �I��p. (W/ Z' pIA. WASHERS) 6 32' O.C. MAX. FLR TRUSS CRICKET �,45L FE FEND Cf RO,55 f5FRAC II `G; ] _,5T0fRN1-' I-05 REBAR CONT. � 51MP50N H-5 (MIN.) ID' -ID' TO 30'-ID' (I)'X' BRACE s 2x4 TO TRUSS 30'-1' TO 60'-ID' (3) 'X' BRACE 2X4 STM. PLATE (1 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) SECTION PL/4N VIEW G:/45LE END CROSS 5fRACINCG 2=Ssi Di�� SUB/DIV LOT# IIvJ[ONOLITHIC BLOCK DETAILS & SECTIONS DATE: 4/15/02 SCALE: V4101'-0' SHEET D 3 OF 3 ., R l � 1606 FERM ACC_ppr:��12 AR� Rf cost ANO (J�o%p MIT- A C.A N PeRho CON c v/s/O PRO, CL. ro -%JLra N '�3 A U r-yjORjr?vFt Issu'vi e. OtZ-p-r CE� 0" r AsIOC r T PROM 7- TIO, Q -1 /W- Af- OR 0 E�r?'r?oj.' . eNr 7-: �R t/lo RE-Qt "I' F r PRC.V PLANS ING rHc C06 co/ es