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Home My WebLink About211 Clydesdale Cir 04-309PERMIT ADDRESS CONTRACTOR ADDRESS D R B_orton ---- "625011a&elfij Nat'l Di 1102` Orlando, FL 32822 (407)857-9101._ CBC 055300 PHONE NUMBER PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MI SCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION PERMIT # 29�DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 0 Al I if 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 PARTITIONS 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 1OPSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M/S)= 120 D. INTERNAL PRESSURE CO-EFFICENT=+ .18 E. BUILDING CATEGORY=B, USE 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 CI —COVER PAGE. PG -1—FOUNDATION PLAN PG IA —DOWEL LAYOUT PG 113—LINTEL SCHEDULE PG 1C—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" FRONT—R,EAR PG 313—ELEVATION"B" FRONT —REAR PG 3C—ELEVATION"C" FRONT —REAR PG 4AB ELEVATION"A & B" LEFT —RIGHT PG 4C—ELEVATION"C" LEFT —RIGHT PG 5A—TRUSS PLAN"A" PG 513—TRUSS PLAN"B" PG 5C—TRUSS PLAN "C" PG 6—ELECTRICAL PLAN PG D1—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC DETAILS PG D4—CROSS SECTIONS 11 0 0 www. drhorton. com CBC055300 PERMIT y - sc>c% 6250 Hazeltine National Drive Orlando, FL. 32822 Ted: (407) 857-9701 Pax: (407) 857-9228 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JAMES CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 OFFICE [p' CITY OF S 'O BAKERS CROSSING LOT#55 PHASE#2 DATE: 10 /6 /0 3 SC AT: 1/41011-®' SHEET C l OF 6 O/ I A . DOWEL PLAN ------------------ D01NEL FLAN P ENTRY ELEV. "C99 39'-g11 101 _ 011 31 _ QEJII 211 _01I 6/ I _211 �l OPT. 2-0 - DOOR W/ ' GONG. PAD 211 oil 4 - D1 I \WC�I 3 1/211 1 - L J CONC- OPT. i i 4 `� SLAB OFT. m L� 1 IO I 0 U4 L---� I U, TYP. DI I I 0 LI ov�_� LA—V. LAV. 3 1/2 c c m EXTEND 10 21_ II 51_111 / 1 _/ II _511 28' -/_" SLAB 1 1/2" D1 I � - 1 II 0 -0 ELEV. FIN. CONC. SLAB m ■ ctl 0'-0" ELEV. FIN, CONC. SLAB m I c� m O 3 1/2" CONC. RE INFORCED W/6"X6" #10/10 WWM ON &-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR - APPROVED 5U55TITUTE, (RECRUIT = SYSTEM) ■ I 1i'-21I -oil CENTER F U w CENTER OF 2X6 WALL A- O Q LL OQ(]- ' Q N u OPT. uzi t>_ 0 zQ m Q WATER NEATER IN �n r � 4 z SAFTEY PAN , - �� I OPT. X Y O ■ WIG;.1 I ( W. NUS UIUU 5 m -'� J L--J O ----I EXTEND U I� SLAB 1 1/211 TUa 777 iCOND � I 4" P.V.c. r - -411 A/C / CHASE 15' -10" 3' - 0" O I 3 1/2" pl I m m RECESS 3/4' 4 - - - I EXTEND SLAB 1-1/2" OPT. 2-8 W/OPT.DOOR _ I = DOOR W/ 5 `� CONC. PAD o ' m no 2'-4" ■f---=j----� sHWR. I I DWG -/I DI — L J I� TUB I LAV. LAV. 11_511 1-0" 51=.y II 21�/ 11 SSCC// ii % OPTIONAL MASTER BATH T----------------------S T-T-P. B La J■ i I EXTEND I D1 pl I SLAB 1 1/2" �-----, I I I--- ------ OPT. L ISLAND I I I I■ ■ ■ ■ ■ ir- CENTER OFII2Xro WALL 1- 7 OPT. REF I II IRANC�EI L--j P.V.C. CHASE 8 EXTEND D1 I SLAB 11/2" I Di F Y 19'-101I 10jL 51_QII H.B. 8 11 3 1/2" D 1 D 1 CONC. �■ 41/2" SLAB -3 1/2" ■ 1' -1011 16'-011 I-1011 91_0I 19' - 811 39'-811 18'-3" I I 1'-0" I 5'-8" ■ m - LJ 31/2" N cfl � 'n m ■ ■ � SLAB 24"X2.4"X12" CONC. PAD W/3-45 BARS E.W.(ON CHAIRS) - MIN. 3" COVER e 0'-0" ELEV. N FIN. GONG. 5LAB I■ tYP. B I D1 ■ 24"X24"X12" GONG. PAD 1J/3-#5 BARS E.W.(ON CHAIRS) 1 - MIN. 3" COVER m 11' -011 ENTRY 3 )TYP. I II'-101, 20'-6" 1 II J -----------------c 99 ELEV. 99 BAKERS CROSSING LOT#55 'HASE#2 MODEL: 99174 L" 99 49) BC DOWEL LAYOUT DATE: 1 O /6 /0 3 sCAT,: Avail-m' SHEET I OF 5 BAKERS CROSSIN( ILOT#55 PHASE#� MODEL: 99 1 7 4 L99 W-499 LINTEL SCHEDULE 0 DATE: 10/0/03 SCALE: V41611-0' SHEET lAor 5 R III I 8 o � III 9 � I O 25-SN 25-SN I Ok3SN on Q OWNERS 12 �� LANAI j BATH I o � OWNERS I e I SUITE I vl� 13 O Eao I -- W.I.C. FAMILY BDRM. 2 ROOM r o� KITCHEN � L r-----I o 14 o m II L____J I I ,- O F_--_1 B:DRM.#3 O- HALL BATH r o I LAUN. L__J r--� 0 ------ L 15 -i m ^� LIVING ROOM �---- JL GARAGE FOYER O30ro " pR 12" S.L. ■ (ELEV.A) EA SfpE ■ E 16 (2) 25-5N W1 ELIP. TOP (ELEV_A) --- ----------------- O (o8"x12"x18" 16'-O" X 1'-0" O.H.ELIP. TOP (ELEV.54G) 4 17 (2) 26-5N O O(ELEV.B4C) P L�� ocy COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE fl0 MPH WIND REMARKS 120 MPH WIND 1 38 3sa�8 pR UJ/ 12" S.L. EA SIDE 4 2m/ -21.8 23.8/ -26 2 8 68"x12 "x18" ELIP.TOP 4 21.8/ -29.1 ELEV "A" 25.9/ -34.-i 3 � rob" x 18" TRANS. A13V. 4 21.8/ -29.1 u n ELEV P �C -34.i 4 112 1�'-rd" X 7'-m° C�ARAC�E 4 18.3/ -22.4 21.8/ -26.7 5 18 28ro8 DR 4. 21.m/ -22.8 OPT. 24.9/ -27.1 6 17 25-SN 4 21.1 / -22.9 25.1/ -27.3 -f 17 25-SN 4 21.1 / -22.9 25.1/ -27.3 8 I-1 26�8 DR 4 21.1 / -22.9 OPT. 25.1/ -27.3 9 8 IN3-SN 4 21.8/ -23.ro 25.9/ -28.1 lyd I-1 25-SN �, 21.1 / -22.9 25.1/ -2-1.3 11 17 25-SN 5 21.1/ -28.rd 25.rd/ -33.1 12 40 �ord68 SCzD 4 OPT. 23.-I/ -25.9 13 4p �®ro8 Sip 4 19.9/ -21.7 14 1r7 23-SN 4 -23.6 25.9/ -28.1 15 24 35-SN 4 2m �o/ -22.4 24.5/ -2�.7 1� 4r0 (2) 25-SN W/ ELIP.70P 4 21.�/ -28.7 ELEV "A" 25.-i/ -34.2 I� 38 (2) 26-SN 4 21/-2ro.ro ELEV "BBC° 24.8/ -32.9 BAKERS CROSSIN( ILOT#55 PHASE#� M ENO 4 OoELo 99 1 7 4 9 L99 99 99 WIND LOAD CALCULATIONS DATE: 10 /6 /0 3 SHEET SQ.FT. CALC.'S LIVING; 1160 SQ. FT. GARAC-;E 430 SCE. F7. LANAI l8 SQ. FT. ENTRY 22 SCE. FT. TOTAL 2302 50. FT. ENTfR1' ELEV. licit 01 50. FT. TOTAL 22c3O SQ. FT. �,HITCHEN A 0000 00 RE1=. 0 0 SPACE FE]i RANGE KITCHEN FOYER I (08" x 9"XIS" I (2) 25-sll-I w/ I ELIP.TOP (ELEV.A) II x la" ( LEV.548) ELIP. TOP (ELEV.-A) (2) 2Gcp-5H _ I TEMP EMT. TEMP. (ELEV.-154C) �r --- (2) 1'-011 SL. W/ `Q TRANSOM ABV. = I N I 10'-a" 2'-a" &X(o POST (3)TYP. I -IN FI gl_all Ill_10111 II - CJ %J \ 20'-/ II --------------------------------�/ ENTRY ELEV. 99 C 99 1 31_all-}I_all J g'-4" gl_gll 5 CONIC. PAD W/ DOOR ---- -i-,�� - -- \\ OPTION I 125 SH IEEJ— w3-sH I oBs I w 10'-0" C� Q'-811 �/� 2' - �{ II l0'-0" 2'-g° It )II h 25-SH m a, OWNERS BATH I = Z� 9 I_ LANAI 01 OWNERS o � I � 9'-4" cLC. I BEDROOM �> LAV. LAV. I 9'-4" CLG. ¢ 119 ° ° I (CARPET) (00(o8 S.G.D. N I W. I. C. 9'-411 CLG. NOOK (CARPET) 1 1R-18N 9'-4" CLG. _ -' 1R-15N1 4-0 BF. i 12'-10° 9'_-11, I -all iGONp.� OPT. 2-0 DOOR W/ GONC, PAD KITCHEN t, _ [A m FAMILY I z e N BDRM. 2 ROOM ` 9'-4" CLG. V-4" GLa (CARPET) (CARPET) IQL I 4'-L//J� " 31 111 - F OPT. Z ® _ ISLAND I ® m m II r I 12'-311 - - IF - -� RANGE``' OPT BDRM.#3 —2.8 ma5-sN 1 RED_ 1 O_ V -4" CLG. o '8 -' — — —I — — — -J (CARPET) HALL ° ° N O O BATH LAUN. '-4" CLG. ARCH CLG. — — -� 4'-1011 /0'-2" 5'-/0" Wc. (o'-II" I a I 4'-011 12'-311 5-0 DINING III 4 .� I o Q I ROOM WN_ I II , 1R1SN � - - J 9 -4 cLG. MT. (CARPET) m m G 4 _____ �� A r 22' X 54' ` ATTIC I 1R-ISN L ACCESS_ — — w/ OPT. PULL DN. 5TAIR6 `y - N 20'-211 -3' 16'-311 c0 I I GARAGE 9'-4" CLG. I V-0" X 1'-0" O.N. -------------------- LIVING ROOM 9'-4" CLG. (GARPET) FOYER 68'x12 "x1a' ELIP.TOP (ELEV.A) I (2) 25-5H W/ o5"xlg" (ELEV.154G) I ELIP_ TOP (ELEV.-A) (2) 211 W/ MT. SEE ELEVATION (ELEV.-5) (2) V-0" SL. W/ TRANSOM ABV. ■ BARREL CLG. ■ -i'-10" 51_�II //]]�� //� Q 16'-011 -1011 �'-ICJ" I1'-011 20'-0'I 39'-gll MIRROR ]]I N IN OWNERS BATH MIRROR r— IN ]BALL BATH 4 41_011 0��i�,� 1H3-5H Q '-311 OBS wG. m OPTIONAL OWNERS BATH rco c� Nr 9'-411 cLG. I ' ]tF. (A" LAV. LAV. 00 00 OPTIONAL OWNERS BATHROOM II 4'- 1_ 0II II I `t CJ 6 A R C H I EXTERIOR MASONRY WALL BRG. HEIGHTS 9-4' BRG. S.W_S. �111111 BAKERS CROSSING LOT#55 PHASE#2 MODEL: 99 1 7 4 L99 Z.J 9 4 9 9 FLOOR PLAN mimm DATE: 10 /6 /0 3 SCALE: 1/4'■l'-®' SHEET 2 OF 5 y II is i EXTEND PORCH CEILING TO HOUSE "BARREL" 12 EXTEND ROOF CRICKET W/ OPT. SERVICE DOOR 9' - 4" BRG. j, - - - 1 O'-O" FIN. FLR, e O'-O" FIN. FLR. OFF RIDGE VENT FRONT E L—c. )UYl:lK 11-011. OFF RIDGE VENT TKEY DETAIL 9 - 411 5RG. 9'-4" 13RG. i 1O I' -O SCORED ct� STUCCO UANDS O'-O" FIN. FLR. O'-O" FIN. FLR. OFF RIDGE VENT r2—" TEXTURED _ FINIISN " 0) RIGHT ELEVATION 9'-4" EXTEND ROOF W/ OPT. SERVICE DOOU 12 REAR - EXTEND ROOF W/ OPT. SERVICE DOOR O'-O" FIN. FLR. LEFT ELEVATION I?LIEVATION EXTEND ROOF W/ OPT. SERVICE DOOR RV I CE TEXTURED I I DOOR �FINISN `I EXTEND ROOF W/ OPT. EXTEND ROOF SERVICE DOOR W/ OPT. SERVICE DOOR 9'-4" BRG. 2'—O" —O" TEXTURED FINISH OPT. DOOR W/ I � GONG. PAD 9'-4" RRG. O'-O" FIN. FOR. BAKERS CROSSIN( LOT#55 PHASE#2 MODEL: 99 1 7 4 L 99 9 9 4 99 ELEVATION >> A>> 000 DATE: 10 /6 /0 3 sCAILE: Almll-01 SHEET 3 A or 5 1" I L K NFHADER eFAN C;H,4FT SINGLE STORE' APPLICATION, 51ZE CLEAR SPAN DBL 2X(o DBL 2X8 D13L 2XIO DBL 2X12 UP TO 5'-4" 5'-////4" TO-1'-011 -1'-011 TO 10"-011 10'-0" AND OVER TWO STORY AFFLICATION DOWN STAIRS slzE CLEAR SPAN DBL 2X& DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-0" TO 6'-4" (o'-4" TO 8"-0" a'-O" AND OVER 4X4 PO5T=(2)2X4'S NAILED WITH 12d (a"-V O.C. STAGGERED 4X(o POST=(3)2X4'5 NAILED WITH 12d &"-0" O.C. STAGGERED ;: -1N, WAA"" - I V J --t �J Y"'I �,H � I "II `i%I V �I�l... 2X4 WALL W/ CONT. SECURE WALL TO 5LK. SHEATHING TO BRG. W/ 1/2"x8" A.B. EACH SECURE WALL TO BLK. END (4-TOTAL) W/ 1/2 "x8" A5. 32" O.G. TRUSS PLAN * CONNECTORS To BE 51MP50N U.N.O. * TRUSS TO P L< META- fro W/12 - IodXI 1/2 * TRUSS TO WOOD MT5-12 W/14-I06XI 1/2 L 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-12ol EVERY TRUSS / 1X& NAILER-7 -� z_ 2X RIDGE } p 0� LL O� . m pOC 3-12d RAFTER �TO NAILER 1/16 ° O S B J 1X8 NAILER �- OR 1/2" PLY, 2-126 EVERY TRUSS CONV. FRAMING DETAIL/VALLEY DBL. TOP PLATE D l ro " O.C. B. INISH 6 LL KNEE WALL DETAILPENTRY 9 HIP DETAIL r BAKERS CROSSING LOT#55 PHASE#2 MODEL: 99 1 7 4 L 99 9 9 4" RUS S PLAN 77 A77 ^ 77 Bl) DATE: 10 /6 /0 3 sCAL.E: V4'■l'-m' SHEET 4ABOF 5 ELECTRICAL LEC3ENp SYMBOL DEFINITION NOTES IIOV OUTLET I/2 OF OUTLET (\iljL-Jj■ 11¢UV OUTLET WIRED TO SWITCH EQUIPED WITH 110v OUTLET GROUND FAULT GFI INTERUPTER 220V OUTLET WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERUPTER OUTLET SWITCH SWITCH 3-WAY OPER. It4 SWITCH 4-WAY OPER. WALL MOUNTED LIGH71 CEILING LIGHT (o VAPOR PRO VP LIGHT (0) RECESSED CAN I CFM PER VENT FAN 5Q. FT. VENT. FAN I CFM PER W/LIGHT 5Q. FT. 2' LIGHT STRIP 4' LIGHT STRIP FLoURECENT RAP AROUND LIGHT _ 2' FLOURECENT — — — 4'FLOURECENT ® PANEL METER SMOKE GATT. BACK-UP W/ HARDWIRE S.D. DETECTOR INTER- CONNECTED PENDANT -� LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT TV TELEVISION JACK CEILING CEILING BOX FAN/LIGHT REQUIRED TO BE 5UPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR IN5PECT I ON FLOOD LIGHT INTERCOM SPEAKER I ` CT �- - - OPT. L IGHT 4 SWITCH W/ OPT. POOR OPTIONAL OWNERS� BATHROOM FAN, F�40NE, 4 GATV LOCATION TO 5E DETERl IINEC) 5Y E3UYEfR AND 5UIL1)ER AT TPE fRECON5TRUCTION t-IEETINIG. METER FIELD VERIFY OPT. LIGHT II / OFT. DOOR I �I WP. GzF I ELFCIRICAL PLAN LOG. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED ,@HOMEOWNER PRECONSTRUCTION MEETING NOTE: -ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC; FAULT.(NEC 210-12) NOTE, *20 AMP DEDICATED LAUNDRY CIRCUIT. 2' VTR 2° 1 1/2' �I �1 1/2" WC. 1 1/2" VTRJ/� 1 1/2 S MAIN OPT. MASTER BATIIHOOM PLUNTF3ING RISF.R DIAUKAb1 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 INSIDE PANEL 04 COPPER TO 5/6' GROUND ROD ALSO SERVICE TO 15E BONDED To FOOTING STEEL A/C DISC. h2 COPPER TO LIGHTS < OUTLETS 010 COPPER TO WATER HEATER 00 COPPER TO RANGE EELECTRICAL Rf 6EF,' NOTE - ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEc. CODE, LOCAL CODES, AND THE LOCAL POWER Co. BAKERS CROSSING LOT#55 PHASE#2 MODEL: 99 1 7 4 L9 ^9 499 ELECTRICAL P LAN DATE: 10 /6 /0 3 SCALE: V41 1811-01 SHEET 5 OF 5 2X4 DBL 2X4 M6" ID -WALL MIN. EMBEDMENT9 1/2" X " SP-4 1� O.C./EA. STUD TOP PLATE 2X4 MID -WALL BLKG BLKG ANCHOR BOLTS AT 3' D.C. 6"X6" 010 W.W.M. #5 REBAR SET IN 2000 1/2 ° X `�" A B 32 ° O C 2X4 Mlp -WALL I/2" X 9" A.B. 32" O.G. 2" AE3V. CONC. z PSI EPDXY 25" MIN. ABV. (o EMBEDMENT BLKG �° EMBEDMENT 2X4 STUD 2X4 STUD SLAB/6" MIN. EMBEDMENT l�o" O.C. MAX. lro" O.C. MAX. `4 6"X6" #10 W.W.M. 6"X6" #Im W.W.M. 2X4 P.T. 2X4• P.T. BT PLATE /" SP-4 16O.G./EA. STUD 2X4 P.T. BT PLATE SF-4 I(0" O.G./EA. STUD BT PLATE / IL — 0 O IN (2) CONT. 05 REBARS 1'-4" Cz u _ 2-#5'S ON CHAIRS - M M }LLI CONC. SLAB 4„ 41CONC. SLAB 4 1'-8" z CONC. SLAB O 2 #5's CONT. #5's CONT. — 2 #S's CONT. U TYP. RETROFIT FOR ALL 1 _0 m = 1 _D m - � � OMITTED FOUNDATION DOWELS ``' WOOF—) FR'Al„IE FOOT f NG &LYf<-.WALL SECTION fNTEIOiRBEARING WALL/NO UPLIFT INTERIOR BEARING WALL INTERIOR BEARING WALLfic '. SINGLE STORY , - STORY 2 - STORY = STOR�1' 2A 3 1/2" HEAD OF GARAGE 3 1/2" HEAD OF GARAGE p --#5 DOWEL BAR(ONE SIDE 05 DOWEL BARS , #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES �I 5/8 i' DIM VARIES 9" ANCHOR BOLTS AT V O.G. -1 5/8" CI�B II (O"X6" #10 W.W.M. -( 5/S" CURB II 6"X(O" #im W.W.M. CURD II 6"X6" #10 W.W.M. 9 ANCHOR BOLTS AT 3 O.C. MIN �" EMBEDMENT \� ONLY IF UPLIFT ON WALL 6"xro" #10 W.W.M. EXTEND I I/2" rIl N MIN 6" E# BEDMENT ? II z U► II m 6 X6 10 W.W.M. ~: RECESS /2 } > r I m 0 �� 2-#5'S ON CHAIRS m 0 �� (3-5'S W/2. STORY) 4l' fq— 70 0 0 i{' 2-#5'S ON CHAIRS 1 -Q 4 811 41I m o o m 1'-8" SINGLETORY (3-5'S W/2-6TORY) STOGY 3 #5 S ON CHAIRS `' 1 -0 2 #5'S ON CHAIRS I -8 1'-8" TWO 71/ THIICKEN EDGE GARAGE CURB STOP ?2-STORY IDE FTG. AT GFARAGE STEP-UP STORY STORY IN51DE FTG. AT GARAGE STEP-UPGARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 1-5 TORY BEARING WALL BEARING WALL DOOR RECESS CONIC, SLAB OVER CLEAN, COMPACT TERMITE TREATED (3) # 5 RODS EA_ WAY ON 8" CMU L, (o MIL. VIS. VAPOR CHAIRS (MIN. 3" COVER) TOP CORD BLOCKING AT 4' 6"X6" 010 W.W.M. O.C. MAX. IN FIRST 2 FRAMING 4 GARAGE SLAB z SPACES AT EACH END. Wl GRADE SLIDING DOOR TRACK m RAFTER OR TRUSS SLOPE CONC. ROOF SHEATHING _ TO FRONT(I/4" -1/2 "� ROOF SHEATHING LAYOUT 2'-0" CURB WALL 8" GONG. DRIVEWAY o 0 o AND ENDWALL BRACING _o —A A1 1/2 1@ GARAGE 3 #5's CONT. FOR GABLE ENID FRAMING 9 1/2" BEYOUNp " 3 MIN. COVER � z _ Q 24"X24" EXT. PAD SLAB AT �L. GLASS DOOR GARAGE DOOM �� OPENING V BUILDING LENGTH V 11 1 � 2 -STORY FOOTING II II �I #ad GUN NAILS e4" O.G. #8d GUN NAILS II II II TOP & BOTTOM EDGES O.G. IN FIELD POURED LENTIL TO BE II II Q II OUTSIDE BAR Q o CONT. (TYP) *S REBAR II 11 0 w -1 Lu-A LLI ; 2X WALL FRAMING _ II III CONTINUOUS z . (3) 1/2"X8" ANCHOR BOILTS _ __ __ _ __ $ I Z w Z Z all CMU FILLED,-- ILLED or (3) 1/2"X8" J-BOLTS — — = r— — Z 0 • —�'�� MIN. 6" EMBEDMENT � � U � CELL (TYP.) W/ 2"X2"X1/8 WASHER AND 0 NUT SPACED EVENLY FROM _ TYP. EXTERIOR SHEATHINGEXT. FRAME WALL TO 25 MIN- LAP ATTACHMENT FOR ROOF SHEATHINGBLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP IN JOINTS PRIOR TD FILLING. CORNERS @NOTE: (SLEEVED ANCHOR IN SOLID ............. T POUR ACCEPTABLE RETIROFIT) 2-#5's REBAR � 1 STORY � I � I WHEN GLUED TO ROOF MEMBER 3-05's REBAR 2 STORY GARAGE [DOOR f I��O�ATIOI� �0 `_8"DC�S 10"-12° IN FEILD TYP. EXTERIOR SHIEATHIING ATTACHIMENT a POURED LENTIL FOR SHEAR AND UPLIFT 0'.CONT. (TYP) (O.S.B. TO BE STRUCTURAL GRADE) ,mod CONNECTORS FROM PLATE TO STUD TO PLATE SIDES: GROUTED z PRE-C:AST HDR. 2X(o GARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS BOND BEAM Lk (3) 1/2 "XV ANCHOR BOLTS TIE TO HORZ. BARS 1Ll o b, or (3) 1/2"XS J-BOLTS S MIN. EMBEDMENT > (0' EMBEDMENT MIN. U 8" GMU FILLED W/ 2 "X2'X1/S WASHER AND NUT SPACED EVENLY FROM #86 GUN NAILS ia HORZ. REINFORCING VERT. RE INF. CELL (TYP.) _ FLOOR TO GARAGE DOOR HDR. �' HooK IN GROUTED .: ; cn 12" O.G. IN FIELD DELL IN JOINTS PRIOR TO FILLING. w 1-2X6 PT BLOCK la CENTER OF Q , DOOR HEADER WKI) LLI (1) 1/2"XV ANCHOR BOLTS z 0 ' CLEANOUT REQ'D or (1) 1/2"XS" J-BOLTS Z O a FOR GROUT LIFT &" EMBEDMENT - -�-; — -° > 5 FT_ UNLESS W/ 2"X2' l/8 WASHER AND NUT �4 HORZ. REINFORCING Z W_ FOOTING DWL IS HOOK } NOT REQ'D. T"1'i=. FLOOR DECKING HORIXONTAL/VERTICAL REINFORCING m ATTACHMENT TO FLOOR JOIST EA_ SHEET TO BE GLUED AT ALL EXPOSED JOIST i 103 BAKERS ;ROSSING 'HASE#2 MONOLITHIC BLOCK DEVILS NOTES DATE: 10/6/03 SCALE: V411:1'-0' SHEET D i or 4 i MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' 4'-11 1/2' 7'-11 1/2, AND UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL. LENGHT STUDS 2 AT EACH END OF HEADER 1 3 2X4 SUB -BAND Q 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -RAND GHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2 "X4" BLOCKING FEILD STREAM 2X6 SUB -BAND � FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS LAKE KEHOE,CYPRESS HEAD 2X(o SU5-5AND a 2X6 SUB -BAND '� METAL LATH ALOMA WOODS LAKE KEHOE,GYPRESS HEAD -0 ROOF Ti@USSES LAKE KEHOE,CYPRESS HEAD ASPHALT O.G. WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM WOODS ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -f/16" OSB OR -i/S" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE —�-�- � 7/16" OSB SHEATHING 1/2 ° PLYWOOD FINISH OVER #15 FELT R-19 INSULATION R-19 INSULATION OR 1/2 PLY. W/ 15 FELT 7/16" 055. SHEATHING FIBERGLASS SHINGLES _ OR 1/2" PLY ON #15 FELT OVER I 3/4" T & G PLYWOOD 2X4(CONT.) HURRICANE STRAPS 1/16 035. SHEATHING SEE TRUSS TO BE GLUED (SEE TRUSS PLAN METAL DRIP EDGE FOR ROPER G ROOF C BUSSES 4 NAILED FOR CONNECTOR) 1/2" GLG BOARD 4 TEXT. 2X4 SPF STIFFBAGK AT 5RACING HETA-16 METAL DRIP EDGE 2X4 DOUBLE PLATE CT1'PJ LL UPRIGHTS OVER 4'-10" LINTEL EDTRAP O (105 GONT. ALUM. FINISHED VENTED SOFFIT IX2' FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2"' CLG BOARD 4 TEXT. -I/S" TEXTURED FINISH S" LINTEL BLOCK FILLED ° ° 1/2"' DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE CTYPJ -1/16" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED PRE-GAST LINTEL-1/0'TFXTURED FINISH ON 3/4' T 4 G PLYWOOD �---FINISH FELT BARRIER OVER GLUED 4 NAILED OR 1/2' PLY. ALUM. WINDOW -1/16" 055 SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. I'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) I/2" CLG. BOARD TEXT.�� SEE FRAME PLANS TO pBL TOP PLATE W/ PRE -CAST SILL s 1/2"' DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ 2X4 NAILER (CONT.) OR MSTA-24 24' O.G. MAX 8" CMU R-'4.2 INSULATION O (1)#5 GONT. _/ SEE TRRUSS PLAN FOR �IpR', SIZE HETA-I6 1X2 FURRING STRIPS �� 5AND DETAIL 1X2 P.T. FURRING STRIPS FLIP, JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" WOOD BASE SEE FLR./ELEV FOR DES. SILL S" LINTEL BLOCK FILLED ° ° I/2" DRYWALL -1/16' 055 SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER O FELT BARRIER PRE-FAk3 TRUSS ALUM. WINDOW FLOOR JOIST/ z (� 6"�C6" #lm W_W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD TEXT. U OR FIBER MESH SEE FRAME PLANS o REINFORCEMENT FOR JOIST TYPE SP-`�' 32 O_C. � STUD 2X4 DBL. TOP PLATE PRE -CAST SILL GONG. SLAB OVER CLEAN, HETA-16 32 O. G. MAX 1/2 CLG. BOARD 4 TEXT. GOMPACT,TERMITE TREATED u O (1�5 GONT. - 1/2" DRYWALL z_ SOIL OVER 6 MI!_ VIS. VAPOR 2X4 WOOD STUDS O f O 1 _4\_2 #5 GONT. S" CMU 5ARRIER,W/6X6 #10 WWM 0 LINTEL BLOCK 1X2 FURRING STRIPS (FILLED) 2X4 CONT. STRESS �1(" O.C. TEXTURED FINISH 1/4" _ o oIL F LOCKING MID -WALL WOOD BASE ItYP.) PRE -CAST LINTEL 1/2 DRYWALL 2X4 PT. PLATE Q SP- 4 32" O.C. d) STUD 1/2 "X9" A.5. 32" O.G. < ALUM. WINDOW (W4-4EN UPL IF-T)� TYP. 1,U�4LL SCION SEE FLR./ELEV FOR DES. SILL 6" EMBEDMENT O O o 5L< 1= STORY # WOOD BASE (TYP.) CONIC, SLAB 6"X6" 10 W.W.M. PRE -CAST SILL z p/ z 3 #5's GONT OR FIBER MESH LONG. SLAB 2 #5's CONT. 4 4 w _ Lu REINFORCEMENT S" MIL VIS } } 1 -8„ CMU 6 VAPOR BARRIER INTEFP,10R, SEARING WALL TEXTURED FINISH 1/4" _ TYP. �J,4LL SECT ION NOTE:'O NOT NSTALL CONNEC-TORSS.. ONLY ASPHALT SHINGLES OVER � O #15 FELT ON -i/16" O.S.B. 2"X4" BLOCKING ~ Q SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STORY z w 4'-0" O.C. MAX 6'X6" #IO Ill ;'3E:__2X4 DBL TOP PLATE METAL DRIP EDGE-ANN-- O OR FIBER MESH 10 io 2X4 SUB -BAND — REINFORCEMENT GHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS z FEILD STREAM FOR PROPER w z w 2X6 SUB-BANDBRAGING (3) 05's GONT. o (SEE TRUSS PLAN) 0 LAKE KEHOE,GYPRESS HEAD ALOMA WOODS ROOF TRUSSES pBL_ TOP PLATE U m U 1/2" DRY WALL WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G. CRIPPLE STUDS FIRST FLOOR E3L.00K ENG. GABLE TRUSS R-19 INSULATION -I/16" O.S.B 2X4 SPF STIFFBACK AT SECOND FL 00' �RAI" �E 2X4 16" O.C. MAX ALL UPRIGHTS OVER 4 -10 (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) -1/0" TEXTURED FINISH PRE-FA5 TRUSS OVER 15# FELT OVER 1/2 GLe. BOARD 4 TEXT. 2X4 PT. -1/16" 0.5.5. SHEATHING 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE 2 X4 NAILER CONT, OR 1/2" PLY. ON GALV'D. META LL I/2' X 9" A.5 W/ O.S.BSECURE EA, LAYER SP-4 32 O.C. o STUD 2X4 DBL. TOP PLATE LATH OVE015 R TYVEK :•.;;:;•' MIN. 6" EMBEDMENT ` 2x4 P.T. PLATE W/ ° W/2 8d,s S"-12" O.C. -rr•- HDR. STUD(S)/JACK(S) •. - 1/2 DRYWALL ,,. 2" DIA. WASHER 9" ANCHOR BOLTS MAX. 32 O.G. MAX 1/2 "X 2X4 WOOD STUDS #5 REBAR GONT. MIN. 6" EMBEDMENT 1/2" X 9" A.5 OR J'-50LT LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �1� O.C. r.' •... W/2" DIA. AT 32" 0. C. 32" O.C.MAX STUD TO HDR. SECURE TRUSS TO 2X6 W/ KING 6TUD(6) 5P-4 E5LOCKING MID -WALL 3•+r�� 126 � 6"-0" GONG_ FILLED LINTEL TOP � BOTTOM) 3/4 TAG SUBFLOOR '.,; PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1�'5 ROD GLUED NAILED 4" 0. G. EDGE ' 6" 0. G. IN FEILD h' '•4 all CMu FOR. JST_ SIZE SEE FRAME PLAN TEXTURE FINISH IX2 P.T_ FURRING STRIPS SHEATHING OVER 2X4's NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. 50ARD 4 TEXT, R-4.2 INSULATION NAIL DPL.. TOP PLATE 1,000D FRZAME TO 5L< Ist FUR. STUD 1/2" DRYWALL = _ _ =IT-- — _ _ =I M5TA-3(o 32" O.G. 1/2" DRYWALL 2X4 WOOD STUDS N I I I I I I 2X4 CONT. STRESS O.G. WOOD BASE I I I I I I BLOCKING MID -WALL ir I II II NAIL 1PER SCHEDULE/ 2X4 PT. PLATE �—� I I I I I SF-4 - 4 32 " O.G. STUD 1/2 "X9" A 8 3211 O.C. BOLT PER FND. PLAN O u1 = MIN. 6" EMBEDMENT � 00 U 6"X6" '#10 W.W.M.CONC. SLAB 4„ 4„ 2X4 COLLAR TIE---\ REINFORCEMENT ® 2X0 RIDGE w 0 o OR FIBER MESH TY' EXTERIOR OPENING IN FRX-1E 3 #5'S CONT. - EVERY OTHER RAFTER O LL y W z L I 2X6 RAFTS Otk 4 }�} W ST �� O O 2 #5 CONT. Ar m TYP. WALL SECTION 2 - ORY 2-126 EVERY TRUSS INTERIOR 5EAiRING WALL IX6 TOO NAILER N RAFTS 3-12d NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1/16" O.S.B. 1X5 NAILER OR 1/2" PLY. 2-12d EVERY TRUSS 1 LfG. =STORY �GA�LE� MfNfMUM WALL AN �4AIDR C;ONV- FRAMING DETAIL./VAL/ -T- BAKERS RO S S INC SOT#55 'HASE#2 MONOLITHIC BLOCK DETAILS & NOTES DATE: 10/6/03 SCALE: I/40 ■ I'-®' SHEET D 2 air 4 # 1000 UFLFT S IMPSOM MT5-12 W/1 106 TO TRUSS AND (2 )1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UPLIFT (2)5IMP50M 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 � BOND BEAM TAP CONS MIN. 2" COVER 2' APART TfRJ56 ANC�40fR 1DTA 1 L= fRTfR0F 1 T 9" MIN. LESS THAN 10' REQUIRES I" NOSING DBL 2X12 - FLOOR JOIST - 3/4" PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPAB 1 L ITY WINDERS- MIN. 6' WIDE -6 NARROW END MIN. 11" WIDTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF 5OX DBL. TOP PLATE 2X4 STUD 1/16" OR 15/32' O.S.E. W/ T/5' TEXTURED FINISHED OVER GALVINIZED METAL PAPER SACK LATH 51MPWN H-5 (MIN-) 9 2X4 TO TRU56 PRE. ENG. TRU56 2X4 5TM. PLATE 3/4" PLYWOOD ilxa X12 TREAD // UT TO FIT RISER LESS THAN 4" TYP, BETWEEN SPINDLES 5114 OR H-5 TOP PLATE TO STUDS 2'-0' ASV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' iv 10' - 0 1, FRAMED CRICKET HANF- IXI 1' NOSING TYP. � X � Q r STAIfR SECTION [DETAILS C 4It*�NEY IDETAILS SIMPSON H-5 (MIN.) c 2X4 TO TRUSS SECTION PRI=- ENG. TRUE IX2 PTTOP OF DBL. TOP PLA' 1/16' OR 15/32' Wn/e' TEXTURE FINISHED OVER GALVINIZED ME PAPER 5ACK1 CRICKET 2'- 5 -1/2' FLAN VIEW 2X4 STUDS FROM TRUSS 5TUD6 TO DEL- PLATES Ai3V. 12" z 36" MIN. FINISH STAIF, UJINEDF,, IDTA f ASPHALT SHINGLES OVER 15 FELT ON 1/16' O.S.B. (2) 2X4 02 ND SYP DIAGONAIL BRACE W/ 3-12d ,w EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU55ES 2X4 BLOCKING FIRST 2 BAYS 2 J and NAILS EA END TO TRUSS 2X4 5YP 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' (/Ifo' 055 SHEATHING USE 86 NAILS AT 4' ox- EDGE 4 6' oz. FIELD 2X6 PT. PLATE BOLT W/ I/2'X9 A.B. COMMON (W/ 2' DIA. WASHERS) m 32" O.C. MAX. I/2" CLG. BOARD TRUSS 24' 0.C. NAIL CONT. RAT RUN TD INSULATION TRUSS W/ (2) 12d EA. TRUSS R-I3 IN 1-05 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE m CENTER) (2 'X' P>RACE DIVIDED EQUALY FROM CENTER TO END) G�,45LF= FEND CR055 RACINS 1=D ORY 0 2X4 SECURE TO 2X4 ELK W/2-12d _ SECURE 7 ELK W/ META-I6 �2X4X�4' SECURE TO TRUSS W/ 3-12d 6'-8' O.C. MAX TYP. i 2x4 5'LK SECURE THRU TRUSS W/3-12de PER ENG'D TRUSS 24' O.C. MAX I' -0" 2'-0" 2I_011 EXTENSION 'a OFT SERVICE N.T_6. METAL LATH 1/16" 055 OR TEXTURED 1/16" 055 OR- 1/2' PLYWOOD 1/2" PLYWOOD W/ 15� FELT FINISH W/ 15# FELT 2X6 (CONT.) 2X6 (CONT.) 2X4 (GONT.) 2X FLOOR JOIST 2X4 (CONT.) S IMPSON EXPAN510N 2' MIN. HETA-16 JOINT OVERLAP CAULK SIMPSON GMU'S HETA-16 GMU'S TEXTURED TEXTURED FINISH FINISH TWO STORY TWO STORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING (2) 2X4 •2 ND SYP DIAGONAIL BRACE— (/ 3-12d tv EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS (2) and NAILSGEA ENE) TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' VICo' 055 SHEATHING: USE Sd NAILS AT 4' o.c. EDGE 8 fo' o.c. FIELD 2X4 W/ 3/5" X 5 LAG OR SIMPSON HTC-4 a 32' O.C. MAX. SHEATHING NAILING TO BE 6"-8' O.C. IN FIELD 4' O.G.QALL EDGES W/Sd NAILS ASPHALT SHINGLES OVER 4115 FELT ON 1/16" 0.5.15. — �_CT-Rag 1/2' CLG. BOARD TROUSS 24OM NAIL GONT. 7,qT RUN TO INSULATION TRUSS W/ (2) 12d im EA. TRU58 R-113 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.G. MAX. -2X4 13TM. PLATE FLOOR ED HETA-16' FLR JST TO BLK \\—FLR TRUSS 1-05 REBAR CONT. 0'-0" TO 30'-0" (U 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (I 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G�45LE ENID CR055 RAC 1NC; 2 - 5TOR'' BAKERS CROSSING LOT#55 PHASE 2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 10/6/03 SCALE: V4'■1'-®° SHEET n� D � �� 4 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 4: MIN 1=MBI=DMENT 1 1/49 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 I-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 5IZE.I45 MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/4") MIN EMBEDMENT 1 1/4") OR DRIVE PIN (MIN SHANK 5IZE.145 WITHIN 8' OF EACH END 4 8' FROM EACH END AND IS" PRI=CAST HEADER(MIN) MIN HEAD SIZE 300 18" O.C. MAX. SPACING. O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS" 2 X 6:CEM SECURE TO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16" TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 5IZE.145 LESS THAN EXISTING BLK ABV. PIN 11 TIN SHANK MIN HEAD SIZE 300 16 HIEGHT. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH ZE .345 MIN HEAD SIZE MIN EMBEDMENT I 1 1/4') MIN EMBEDMENT 11/4") 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 1/49 1/16' OSB SHEATHING IS" O.G. MAX. SPACING. 8' FROM EACH END AND 15' 2 X 4 16' O.C. MAX.(WHEN OVER 16" IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1-1/4" EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.) 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 "I/16' OSB SHEATHING 2 X SOLID BLK'G 4a ARCH SECURE TO BLOCK •- 1/2' DRYWALL MIN HEAD SIZE 300 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END W/2-3/16' TAPCONS OR DRIVE 8' CMU 1'X4' OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE 4 NAIL W/8d'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18" CMU WALL MTL WDW FRAME MIN HEAD SIZE 300 DOOR CASING O.G. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END E NOTE: NOTE: NO GAP m WDW FRAME 18' O.G. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB III I DETAIL j III A I D U I[) j� �J I I �, I � TO EXCEED I/4' ATTACH TO 2 X DO NOT EXECED 1/4'. PER MANUFACTOR'S DETAILS. - A � � � � � [DETAIL � � I � � � � � � � � (:?4 J /4115 TO f5OC< 1=1 /2 " 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') 1/8' TEXTURED FINISH 8' FROM EACH END AND 18' MORE THAN SECURE 2 X RIP TO FIT i/16' OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-114' EMBEDMENT W/2-12clS ro"-8' O.C. MAX. SECURE THUR FRAME AND 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 16' HIEGHT. 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) EXTEND 1-1/4' INTO BLOCK W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 5IZE.145 2 X 4 (WHEN OVER 16" IN HIEGHT.) PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X STOLID BLK'G e ARCH MIN HEAD SIZE 300 MIN EMBEDMENT 11/4') � -� I/2" DRYWALL MIN EMBEDMENT / 8' FROM EACH END AND 18' SECURE W/2-12d EACH END �8 CMU - REFER TO MANUFACTURING I'X4' OR I'X2' P.T. NAILER O.C. MAX. MIN 1-1/4' EMBEDMENT 7/16' 055 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 1/v' O.G. MAX.(WHEN OVER 16' IN HIEGHT.) MTL WDW FRAME NOTE: OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS 'NOTE: I�10 GAP g WDW FRAME SHIM AS NEEDED MIN HEAD SIZE 300 TO EXCEED 1/4' DOOR JAMB TO PLUMB JAMB MIN EMBEDMENT 1 1/4') - CMU WALL DO NOT EXECED 1/4'. 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' � � � t � � �� I EMBEDMENT [DO O fR JX 5 TO /� 5 L O � /i O fR 5 /4 D T L ](oII ANE) Uf NAILING SCHEDULE ALL NOTES IN REFERENCE ROOF DIAPHRAM TO F Is0 R 11DA B U I L D I N G USE VI6' 0,5.5. OR 1/2' PLY WITH'8 GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 18 GUN NAILS AT 6' OG. AT CO C. iC O O 1 INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHJG TO GABLE END FRAME USE '8 GUN NAILS a 4' O.C. SITE P',.-A N NOTES EXTERIOR SHEATHING USE VI6' 0.8.B. OR 1/2' PLY WITH '8 GUN NAILS AT 6. O.C. AT PANEL SIDES AND '8 GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND '8 CAN NAILS AT 6' OZ. AT U LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE 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 1�lAIL REQUIREMENTS 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. OF SIZE HEAD LENGHT DIA. TENSIL STIR. 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECT41D BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 8d ROUNPmOpIFIEP OR T I "I/8' .113 1 110,000 10d 2 I/8' 128 110000 ✓i LHI`IV5C/APi G, IIV<IC3HIIVIY, GCR RING, FTC. SHALL C.CJI`U"CI i IV LCx_AL NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTION5 HAVING JURISDICTIONS AND STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER C, E N E RA L NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. I. DESIGN AND LOADING C A. ALLOWABLE UNIOD FOR STRESS AND DFOR CRITERIA: PLUMBING N OT C S I. BUILDING CODE REQUIRMENTS 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. S. WIND EXPOSURE 'B' DEL. TOP PLATE (a. INTERNAL PRESSURE CO -EFFICIENT +15 THRU -113 2) WATER LINES SHALL BE CPVC. 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC DE1L. TOP PLATE DBL. TOP PLATE A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAPLEX. CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. DEL. TOP PLATE A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. 2X4 16' O.G. MAX. C. R W SI N 28 DAYS GARS SHALL CONFORM tO ASIM A615 A616 OR 611, GRADE 4O 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 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 16 EXCEED 40 WATTS PER 6QUARE 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. A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF. SECURE 2X4 (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL TO WOOD W/2-I2d g SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFORMS TO BE 3/4' PECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. 6'-8" O.C. STAGGERED SECURE 2X4 PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' TO WOOD W/2-126 10 6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER A. PRE-ENGINEERED WOOD TRUSSES 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 PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 1. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/16' TAPGONS A. ENGINEERED FOR 120 MPH WIND g3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA OR DRIVE PIN (MIN SHANK BIZE_145 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. l J C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16" TAPCONS ��""�� 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDINGS CODE MIN EMBEDMENT I 1/4') 8. ASPHALT SHINGLES 2001 OR DRIVE PIN (MIN SHANK SIZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 WITHIN a' OF EACH END NOT TO MIN HEAD SIZE .300 B. SHINGLE STANDARD AST"I D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED I8' O.C.MAX_ 2X4 50Lip BLOCKING MIN EMBEDMENT 1 1/4') FOUNC>ATION NOTES SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1b GALLON FLUSH TYPE EA. END EXCEED IEACH 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING MIN, 2-12d PER ELK 1/2' PLYWOOD PRESSURE. BLOCK NOTES OR 1/16' O.S.B. 2X4 SOLID BLOCKING 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 ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM CW AND C145 AND SHALL MIN. 2-I2d PER ELK. EA. END OR 1/16' O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA GOMMPRESSIVE STRE14GPT OF noo PSI. MORTAR 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. AGGREGATE METAL ACCESSORIES I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE 4. ALL SLABS SHALL BE MIN. 3 C THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING:ASTA82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER GLEAN WELL COMPACTED TERMITED TREATED SOIL. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT G. A57M A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE '15 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, coNNEcTcRS, 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 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS ASTM A90. MASONRY WORK, GENN ERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. 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 MA50NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 6. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. f 3"-5 REBAR 2-5TORY. 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 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 A66, A616, A617, OR A706. 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE 7 20 1 I' 1 lip a r BAKERS BAKERS ;ROSSING LOT#55 'HASE#2 MONOLITHIC BLOCK DETAILS NOTES DATE: 10/6/03 SCAT: 1/4'=1'-O' SHEET D 4