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Home My WebLink About312 Appaloosa Ct 03-2646 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 -(407)857-910-1 _.._. __...._..... CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION "A,4-�L PERMIT # • DATE PERMIT DESCRIPTION PERMIT VALUATION , SQUARE FOOTAGE 9 DESIGN CRITERIA: • 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 e 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 10PSF DEAD DECKS-40PSF LIVE 10PSF 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 C1 COVER PAGE PG 1 FOUNDATION/DOWEL PLAN PG 1A LINTEL SCHEDULE PG 1B 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 ' FRON /REAR PG 5A ELEVATION ' A ' LEFT RIGHT PG 5B ELEVATION "B" LEFT/RIGHT PG 5C ELEVATION "C" LEFT/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 2 0] 87 4 www. drhorton. com CBC055300 6250 Hazcm...Itincm Natic>nal [Drivcmo, 32822 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. 14411 CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 11 cfl 0- MCI E COPY BAKERS CROSSING LOT #84 PHASE #21 DATE: 7/03/03 ScAT: 1/4121'-0' SHEET C I op 7 op -011 3 1/2" THK. w II CONC. SLAB O '4 1/2 3 1/2Lr- 1 D1 I 3 0' - 4 11 ■ CENTER OF 0 2X4 WALL wff Q u ju z Yw-w op -A 'q-�� I I z u� W ')J) zLuo N � 0}Lu I 2A ■ I �—� � O U I C Iq > 1-1' -011 2�'-311 r CENTER O= ■ I I I 2X(o WALL L—J —1 III � 1 -CHASE 1=0R I I z OPT. ISLAND RANGE F- — — 7 — I— 4 f I OPT. I REI=. I L I —1 ■ Q � � u�-1 X 20'-8" ca r EE 2 z 52"X24"X12" ■ CONC. PAD �- W/3-#5 CONT. (ON CHAIRS) MIN. 3" COVER - ■ I B 1 1/2 "X5" A.B. EXTEND I '- DI D1 32" O.G. (TYP) SLAB 1 I/2' — — 6' <u- =411 1�31i 11 L ■ ■ ■ ■ ■ �; ■ 13 1/211 24"X24"X12" 3 1/2" THK. GONG. PAD W/ CONC. SLAB 3 *5'S E.W. I II 13 -4 MIN 3" COVER I II I -4 I II 5 -8 I II 1 -4 g11 13'-411 ,o a i ■ 41-011 1/ 21-1111 3 1/2" THK. GONG. SLAB W/ OPT. DOOR 2'-10" , 3'-411 Ilk ' u N - L RECESS 3/4" 4 D1 ® EXTEND SLAB 3'-1011 51-1011 , CENTER OF RECE5 ■ 2X4 WALL I N 31/2" I \SHWR/ I I I N TU5 0'-0" ELEV. 1=1N. CONG. SLAB I I ■ 23'-011 13'=g" IU L" pa- (Ll Wc. LJ I \ I //0<z ---------- Q �p N I WLU tuLU 1a = z d) In ILLI OPT. I I OP�I'� 411 PVCI U1 U Q �- I W. I I D I CCHASE* �z EXTEND 3 1/2" (W `COND SLAB 1 1/2 \ y 5 IJ D I OPT. -J 31=211 D1 � � 1�'-211 I � � RECESS 3/4" 4 EXTEND SLAB — — ' . 1-1/2" W/OPT DOOR. N cO I O V. "Cll E)" ONLY Q 4X24 CONC. PAD W/ 3#5's E.W. SA N z a- �U� r N ■ -4 1/2" 10 -011 101-411 FOUNDATION PLAN 'd J m N � - — — — — — — — — — — — — — — — -- N wo. r r i I = I LAV. TUB I I \------------------- )OPT. OWNR.'S BATH I TYP. I ■ I 1/2 "X5" A.E. EXTEND I DI I 32" OG I I I I m ----------- ELEVATIO 11'-4" ----------I— N99 c 99 D1 (TYP) 5LA5 1 1/2" J I • I =8 • 31_411 8°• 11 N I 3 1/2" I� I 3 1/2 THK. ONC. SLAE 2 X2 x2 CONC. PAD W/ --�'� 3 S'S E.W. MIN 3" COVER 14'-�" i1_Q11 1-011 C� Ste/ � 22'-4" / - - - - - - - - - - - - - - - - - - - - - — - / ,�, -t I __ / 11 BAKERS CROSSING LOT #84 PHASE #21 MODEL: 99 2879- R99 BLOCK 9 9 499 BRG-. FOUNDATION DOWEL P LAN DATE: 7/03/03 SCALE: V4'■I'-0' �BHEET 1 OF 7 U t fATERIALS I. f'c precast lintels = 3500 psi. 2. f'c prestressed Ilntels = 6000 pal. 3. f'c grout = 3000 pal w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 pal_ 5. Rebar provided in precast [Intel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation_ 1. 1/32 wire per ASTM A510. 8. Mortar per A6TM C210 type M or S. I UJ/ARCHED TOP L- 8 L-10 (2) 26-5H ELEV. 05" 4 "C" GENERAL NOTES L-11 (2) 25-5H ELF=v. "D" W1 1(0'X5"X20" TRANS AE v. I. Provide Full mortar head and bed joints. 2. Shore Filled Ilntels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. lntele are 4. L manufactured with 5-I/2 long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels Il'-4' and longer with a nominal height of 8' meet or exceed L/180. ro. Bottom Field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. 8. Gast -In -place concrete may be provided in composite lintel in lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 SAFE LOAD TAE3LE NOTES I. All values based on minimum 4' bearing. Exception: Safe loads For unfilled lintels must be reduced by 209. if bearing length is less than 6-1/2'. Safe loads For all recessed Ilntels based on 6' nominal bearing. 2. N.R. = Not Ra ted. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One "l rebar may be substituted for two *5 rebars in 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum reslating moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. a All safe loads in units of pounds per linear Foot. SFS-05/1T ytM�l 1* •1 SF28-(054T AS►T- RETEC LINTEL SCHEDULE LINTEL NO. LENGTH T1I-E COMMENTS L 1 5'-I0" SF28-05/IT L 2 4'-6" SF28-05/I7' L 3 9'-4' 8F28-15/IT L 4 4'-6" 8F16-05/17` L 5 4'-6' 8F16-05AT L 6 4'-6" 8RF16-0E3/1T OPT. DOOR 8RF14 L 7 4'-6' 8F16-05/1T L 8 I1'-4' 8F16-IBAT L 9 -1140" 8RF18-OF3/1T L Im -1'-0 8F16-05AT L 11 -i'- 0 8RF6 -05AT TYPE DESIGNATION P = FILLED WITH GROUT / U = UNFILLED QUANTITY OP 05 RE13AR AT 13OTTOM OF LINTEL CAVITY 1E3/1T NOMINAL WIDTH L QUANTITY OF 05 NOMINAL HEIGHT q REB RAT TOP "5 RE15AR AT TOP MIN. (1) REQ'D A. 1-1/2CLEAR � W • . • ++ C1'1.U. iU • GROUT �p ' �REIB�R • . CAT130TTOM VITY 130TTOM REINFORCING 1-5/8'ACTUAL PROVIDED IN LINTEL (VARIES) S' NOMINAL WIDTH SAFE LOAD TABLEI FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U—LINTELS �*'■ GRAVITY LENGTH TYPE SUS 8F8-OB 8F12-05 16- 0- 24-0 28-0 32-0 8F8-15 5FI2-15 8PI6-I5 8F20-1e 8F24-i8 51=28-15 8Fs2-I5 2'-10"(34") PRECAST 2302 3166 4413 1 6o39 1526 '3004 10412 11936 3166 4413FR6-- 1526 '3004 10412 11936 3'-6" (42') PRECAST 2302 3136 33119 6001 1315 8630 9941 3169,39 639 1526 9004 10412 IIS36 4'-0' l48') PRECAST 2029 2325 3461 4438 5410 6364 1358 2646 r402&I 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1181 2651 3403 4149 4896 5644 2110 6039 1526 '3004 10412 9668 5'-4' (649 PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5O51 6096 5400 6424 1450 5'-10'(10') PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 6'-6' ll8'J PRECAST 1331 1255 2101 3263 2146 3358 3911 45S5 1255 2101 3396 5260 1134 89% 6890 (90") PRECAST 16-1 1029 1615 1 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4' (1129 PRECA51' Sl3 632 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6'(12(o") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2051 2114 3130 2404 11'-4' (136') PRECAST 44.r�. 598 935 1 1365 1854 2355 1193 2015 = 935 1365 1554 2441 3155 4044 12'-0"(144") PRECAST 414 545 864 1254 1689 2014 1510 1515 555 864 1254 1693 2211 2832 35W 13'-4' (160") PRECAST 362 421 126 1028 1331 1635 1224 14113 485 148 folb 1438 1855 2343 2920 14'-0'(168') PRECAST 338 381 645 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8'lll6') PRE5TRE55ED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4' (164') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 1 3410 Il'-4' (208') PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (25(0') PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 1340 1340 1180 2110 22'-0'(2641)PRE8TRESSEDR N.R.NR NRt R NR NR NR NR 160 30010 810 1250 Irb 1910 24'-OC288') PRE6TRi=SSE NR NR NRR NR NR NR NR 130 24010 120 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS C�ern UPLIFT LATERAL TYP LENCxTH 8F8-1 12-IT 16-iT 20-I 24-1 28-IT W32-IT 8UB BFa B-2 12-2T 16-2T 20-2 24-2 S-2 8F32-2T 2'-10" (34") PRECAST 2121 2018 4101 5332 6569 1811 2021 2021 2121 2184 3981 5190 6401 16303'-&" (42') PRECAST 2165 2289 3260 4231 5219 62042165 2215 3165 4125 5091 60614'-0'(48') 105 PRECAST 1818 1989 2832 3680 4532 5381S38 938 ISIS 1925 2150 3583 4422 5264 o 4'-6' (EW) PRECAST 1660 1162 2501 3251 4010 4161 5525 121 1660 1105 2435 3111 3913 4658 5406 -121 (64') PRECAST 1393+ 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3253 3920 4549 5'-10'(-10') PRECAST 1212• 1351 1930 2505 3084 3665 4241 415 415 1212 1315 1B15 2441 3010 3583 4151 PRECAST 1141- 1200 1133 2250 2169 3290 3BI2 -107 SSl 1141 1182 1684 21S2 2103 3216 3132 11-6' (9O') PRECAST 959' '312 1415 11314 2354 2191 3240 591 651 990 1029 1466 1901 2351 2151 3245 9'-4' (112') PRECAST 801+ 612 980 1265 1560 1852 2144 454 630 eel 155 1192 1550 IVO 2211 2634 10'-6Y126") PRECAST 116- 498 153 1021 1261 1496 1131 396 493 116 (oil 1039 1389 I111 2034 2358 (136') PRECAST 666- 439 696 899 1104 13013 1515 363 556 666 535 905 1295 1595 1896 21W 12'-0"1144") PRECAST 6(01- 400 631 Biro fool 1186 1312 340 494 631 486 816 1209 1514 1199 2086 13'-4' (160") PRECAST 500- 340 532 9i86 1 841 991 1153 302 398 513 14oq 682 1004 13(01 1631 1051 14'-O'C168') PRECAST 458+ 316 493 635 115 '322 1065 286 360 546 310 ro29 922 1254 1561 1816 14'-8' 1116') PRESTRESSED 243 295 46S 591 124 851 990 N.R. 351 243 352 582 852 1156 1491 1142 15'-4' (1849 PRESTRESSED 22B 218 430 553 611 801 925 N.R.321 228 329 542 191 1012 1381 1616 I1'-4' (2O8')F1RE6TRES6ED 188 236 361 464 561 610 114 N.R. 255 188 21ro 449 649 814 1121 1389 19'-4' (2329 PRESTRESSED 165 201 -'I'401 490 518 661 N.R. 204 165 239 383 550 136 1340 1160 21'-4' 1256')PRESTRESSED 145 142 1S& 212 218 336 356 411 433 635 512 801 590 lawN•R 1Z2 22'-O'(264')PRESTRESSED 14O 131 180 205 268 322 601 493 111 568 94l N.R. 161 24'-O'(288') PRESTRESSED 121 165 244 g3l418 3&0 441 515 290 538 680 833 '1'CC1-JW-C v.Lut pT XVAr t-UK UKAPJ : 40 FIF= .P RF=6AR 8" PRECAST W/ 2" RECESS DOOR U-l_INTFI S GRAVITY TYPE 6- 5W10-0B aRF14- 18- 81122- 6- eRP3®-m$ LENCsTH 818=6-IB 8W10-I5 OW14-I5 awls-7 sp 22-IB SW26-0 SW30-17 4'-4' (52') PRECAST 1469 1591 3053 2952 3954 492-3 5904 6880 1821 3412 4982 6412 11341 13416 101318 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4461 5315 6264 1102P16111 4982 6412 1941 S416 10518 832Irb1550 2058 2566 3015 3585 5'-8' (68') PRECAST 185 1153 4014 6412 6516 5814 6839 5'-10' C10") PRECAST 135 119 1449 1924 2400 2816 3352 1103 3911 6412 6516 5450 6411 6'-S" (80"J PRECAST 822 901 2933 2516 3223 3512 4522 901 1611 2933 4100 6130 Bill 6101 (90') PRECAST 665 161 1311 2252 1958 2451 21244 3439 164 1 1311 2329 3609 5492 6624 5132 (ll6') PRECAST all 420 034 1253 1011 1342 1614 1886 535 1 928 1491 21113 2618 3595 2615 8" PRECAST W/ 2" RECESS DOOR U—LINTEL_S .�. UPLIFT LATERAL TYPE LENGTH 8fa�6-IT 84W10-IT 8RF14-IT 8fiF18-1T SFP22-IT 8F326-IT WWBO I -2T 81a=10-2T 8W14-27 8RF18-2T 8RF22-2T WZ-26-21 0-21 6RU6 8 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 415fo 5511 853 853 1192 1455 2240 3036 3531 46d3 5453 5'-0' (659 PRECAST 924• 1112 1195 2423 3055 3689 4325 501 501 IB24 1132 1141 2351 2918 3603 4.230 5'-10' (10") PRECAST 896' 1138 1142 2352 2965 3581 4198 465 896 1099 *SO 2288 2891 3491 4106 469 6'-8' (80')PRECA5T 118 882 1513 2042 2513 310-13642 830 1100 118 956 1468 1981 2509 3035 3563 1'-6' (90') PRECAST 688 69l 1325 1810 2280 2153 3221 1110 1 941 688 849 1302 1162 2225 2690 3151 (116') PRECAST 533+ 433 8013 1123 W3 1104 1'395 516 - 141 533 521 1009 1369 1128 2088 2450 'REUUGE VALUE 6T 1576 FOR GRADE 40 FIELD RE13AR BAKERS CROSSING LOT #84 PHASE #2 MODEL: BLOCK 9 9 4" B RC . LINTEL SCHEDULE DATE: 7/03/03 SCALE: 1/4101'-®� SHEET 1 A OF 7 - - - - - - - - - - - - - - - - - - �I O3068 DOOR W/12 "SL 54"X24" F.Cx. W/ O2 1/2 RND ABV. ELEV. "A" (D54"X30" F.C. ELEV I'13" G 54"XIO" F.C. ELEV. "C" O46 "X16 "X24- F.C. ELEV. "D" G(2) 25-SH W/ARCHED TOP ELEV. "A" O(2) 26-SH ELEV. "B"VC" O(2) 25-SH W/ 76 "X8"X20" TRANS A5V. ELEV. "p" m CALCULATIONS 22 23 3050-SH 3050-SH (2) 3050-SH (TEMP.) W/ARCHED TOP ELEV. "A" a (2) 3050-SH (TEMP.) ELEV. "B"V"G" 20 (2) 3050-5H (TEMP.) W/ 16"XS"X20" TRANS ABV. ELEV. "D" G W COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND 1 28 3068 POOR W/12"5L 4 20.5/ -22.3 24.3/ -26.5 2 16 54"X24" F.Cz. W/ 1/2 RND ,4E3V. 4 21.2/ -23.0 ELEV. "A" 25.2/ -21.4 3 11 54"X30- Rrz. 4 21.1/ -23.5 ELEV. "5" 25.8/ -20.0 4 4 54"XIO- F.Cx. 4 21.8/ -23. 6ELEV. "C" 25.9/ -20.1 5 -1 46-X16"X24" F 4 2L& -23.6 ELEV. "D" 25.9/ -20.1 6 34 (2) 25-SH W/ W/ARCHED TOP 4 20.2/ -26.1 ELEV "A" 24.1/ -31.1 138 C2) 26-SH 4„ 20.0/ -21.8 ELEV. B C 23.8/ -26.0 8 42 (2) 25-SH W/ -12 "XS"X20" FCC ABV. 4 19.8/ -21.6 ELEV. "D" 23.6/ -25.8 g 24 35-SH 4 20.6/ -22.4 24.6/ -32.1 10 10 23-5H 4 2La/ -23.6 25.9/ -28.1 11 54 8068 S.C3.D. 4 19.4/ -21.1 23.1/ 25.4 12 1125-6H 4 21.1/ -22.9 25.1/ -21.3 13 1-7 25-6H 4 21.1/ -22.9 25.1/ -2-1.3 14 11 25-5H 4 21.1/ -22.9 25.1/ -21.3 15 11 2 - 6 [DR 5 21.1/ -28.0 OPT. 25.0/ -33.1 16 11 25-SH 4 21.1/ -22H.9 25.1/ -2-1.3 1-1 18 2 -8 DR 4 21.0/ -22.8 OPT. 24.9/ -21.1 18 112 CSARAGE 16' X -1' 5 18.3/ -21.1 21.1/ -26.3 19 32 (2) 3050-SH W/ARCHED TOP 4 2O.3/ -22.1 ELEV "A" 24.1/ -26.3 20 32 (2) 3050-5H 4 20.3/ -22.1 ELEV. 115114"C" 24.1/ =26.3 21 42 (2) 3050-SH W/-12-XS"X20" FCx ABV. 4 19.8/ -21.6 ELEV. -D" 23.6/ -25.8 22 16 3050-6H q. 21.2/ -23.0 25.2/ -21.4 23 16 3050-5H 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-SH 4 20.2/ -22.0 24.0/ -26.2 BAKERS CROSSING LOT #84 PHASE #21 MODEL: 99 ^ ^ 7 ^ - R99 BLOCK 9' 4" BRG. WINDLOAD CALCULATIONS DATE: 7/03/03 SC AT: 1/418j'-®' SHEET OF 7 u O KITCHEN \/ENE�4 I � � o 24" O KITCHEN 00 ��1111 Elm M I RR. O HALF BATH MIRROR O OWNERS BATIK KITCHEN BEYOND O ARCHWAY ei O OPT. OWNR.'S BATH N PATIO a0(oa S.G.p. 25-SH EGRESS 25-SH EGRESS c� I cal FAMILY ROOM ro OWNER'S VAULTED cLG. SUITE m (CARPET) a'-0" cLG. (CARPET) d- N cn I 3'-2° 11'-2° 2'-�" 3'-ro" 5'-g" � a'-4' NIGH WALL 2'-6" DEEP CONC. PAD W1 DOOR OPTION r 25-SH CBS. t-��}' c.Acc. OWNER'S o BATH ° V-0" CLG. 3'-4" G ' KNEE WALL (Do 3'-4" 8'=� SITTING 14'-0" OPT. W.I.C. ENTRY 3'-0" 2'- 10 PLANT SHELF �,'� I I OPENING T a' - 0' A.F.F. KITCHEN c° BATH wc. J QI e - J VAULTED GLG. r $1-0. cLc. o � OPT. I ° -1 — I AND �' 1R/iSH W.I. C . ( � � yD r I N N -1 10'-10" m �'-0" I�31_/_it 3 _all IFT] bf-T. w. II OPT.I = N (CARPET)I 12 / WALL W1 I I 5 OPT. — II D I — — ,I V RANGE r-OPT. I RAIL. A5V. LAUN. L-- — O O REF. I--- 9le 8'-m" — — — — L--� IR/isH - 8'-4" HIGH WALL IN I m DINING ROOM VAULTED GLG. (CARPET) � � Q SHELFQL 4 GARAGE pr - V -0" GLG. p z LIVING o a � ROOM VAULTED GLG. (CARPET) I I/ m D u I FOYER X L 3-ELEVATION OPTIONS. SEE DESCRIPTION LU FOR WIN. TYPES. I Q_. 00 `t ITEMP. 11 MT. m X /--------_� I W112" 61D LITE lrv'-0' X 1'-0" O.N. / ELEVATION-E `�— --_—�--- ---� W/ARCHED TOP I 1'-4" 11-4l all (2) 25-SH -f'-4" �'-0" 5'-8" 1&'-0" ELEVATION-B-C (2) 2ro-6H 13'-4" 8'-4" ELE 0(2) 25�SN I W/ 16" X a" X 20" I 40'-0" TRANS ABV. , SQ.FT. CALC.'S LIVING OSTJ Iloo ao. FT. LIVING (X).) 1164 50. FT. TOT. LIVING 2012 SQ. FT. GARAGE 401 50. FT, ENTRY 21 SCE. FT. I=ATIO E4 50. FT. TOTAL 334a 5a. FT. OFIT. LANAI 120 5Q. FT. I I i FLR JST OR 2 X 12 r 2 X 4 RE - INFORCING EA. 2 X 12 STRINGER SERCURE W112al "-a" O.C. / 2'-4° I171—t OPT. OWNR.' S BATH FLOOR PLAN ELEVATION c" (2) 3/4' PLYWOOD RIPS —(IF NEEDED FOR 80LID NAILING) -3/4 KICK 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 ILOT #84 PHASE #21 MODEL: 99 2879- R99 BLOCK 9' 4" BRG. 1ST. FLR PLAN DATE: "7/03/03 SCALE: V4'■j'-0' d' SHEET 2 OF 7 u i ® HALL BATH 1 I g HALL BATH u O ARCHWAY /---- --- ---------------------- �9 -' I N� DN. _ OPTIONAL BDRM.#5 IF I Ism I I - _ °° _ 3-ro 2-10 I I I I N � 1 ► t I ----------------- O OPT. BDRM. & BATH 23'-2" 305 -SN 305 -SN EGRESS EGRESS BDRM.#2 BDRM.#3 - V-0" GLc. ``� CGARPET) (CARPET) m U N 's 01 5-0 5F. U� b 5-0 5F. z/\ I R/1 SH o° °°° lj 4-51� — — — 1R/15N — — — -�� -0 BF. — N OPT. LAY. r 5-0 BF. LAV. m1110 (0'-4" 2 3'-4 3'-ra" 10 0 MIJ XA BDRM.#4 C (GARPET N z N� 22 x 30 ATTIC I LA CEs_Q 5-0 5F. �4RGH 3'4" 6'-2" 3'-(O" 10'-011 �v U 4� N z -� m ACTIVITY ROOM (CARPET) N _ DN. 4X4 POST' EXTENED (1) FROM 16T FLR TO - - SECURE 1/2 WALL 42" 1/2 WALL W/6" WALLCAP ELEV. A45: 4X4 POST TO 44"HIGH ELEV. C4D: 4X4 POST TO 2X12 BM. r — — — — BT a ro'-S" I I I ELEV "A" W/ARCHED TOP ELEV. "B4C" (2) 3050-SH (TEMP.) ELEV. "D" (2) 3050-SN (TEMP.) W/7/o "X0'I TRANS. AL 9'-a" 10'-0" 23'-2" 4305M-SN 305� -SN ELEVATION "C" WINDOW LOCATIONS 2ND. FLOOR PLAN FLR JST OR 2 X 12 " 2 X 4 RE-INFORCING EA. 2 X 12 STRINGER SERCURE W/12d ro'I O.C. (2) 3/4" PLYWOOD RIPS --(IF NEEDED FOR SOLID NAILING) 3/4" <ICK PLATE 11 1/4" TREAD CLUED 4 NAILED. 15R v 1.4" 14T a 10" (3) 2 X 12 5Y1 STRINGERS J 2 X 4 PLATE STAIR )ETAIL BAKERS CROSSING ILOT #84 PHASE #21 MODEL: 99 2 8 7 9 - R99 BLOCK 9' 4)" BRG. 2 ND FLR PLAN DATE: 7/03/03 SCALE: 1/4101'-0' SHEET 3 OF 7 BAKERS CROSSING LOT #84 PHASE #2 MODEL: 99 2 8 II tJ - R99 BLOCK ELEVATION >) C>> DATE: 7/03/03 S C ALE: 1/41 11I'-ON SHEET 4 C OF 7 BAKERS CROSSING LOT #84 PHASE #2 MODEL: 99 2 8 If 2.J - R99 BLOCK 9'4"BRG. ELEVATION >> C 9) DATE: 7/03/03 S C ALE: 1/4gal '-ON :SHEET OF 7 .._._... - - _... H FLOOR FRAMING PLAN NOTE- * FLOOR JOIST TO PLK. SIMPSON HETA-16 9 END 4 EVERT 32" O.C. ON PARALLEL FLOOR JOIST. I v v I I v ., 1--. r-, L., rn L.1A - S, K. ` -5M. TO PLK. HUGHES NFM 35X12 PM. TO POST 12/1" 1STA-24 POST TO SLAB A15U-66 TRUSS PLAN NOTE: CONNECTORS TO PE SIMPSON U.N.O. TRUSS HANGERS TO BE SUPPLIED 4 ENG'D. BY TRUSS CO. TRUSS TO PLK META-16 TRUSS TO WOOD MT5-12 2X4 COLLAR TIE EVERT' OTHER RAFTER 2X RAFTER , 2-12d EVERT TRUSS 1X6 NAILER 1/16" O.S.B. - OR 1/2" PLY. 2X RIDGE Z LUCL O� O� 1X8 NAILER -/'- 2-12d EVERT TRLISS CONV. FRAMING DETAIL/VALLEY KNEE WALL DETAILPENTRY PRI=-EW4'D. BIB h 2- 2X1 (2 MBTA 5/B' x l' ANCHOR BOLT SIMPSON 24'x24'xl2' AEU-60 3 V2' CONC. BLAB CONC. PAD W/ 3 5'8 ELT CN CHAIRB MIN. 3' COVER ENTRY COLUMN DETAIL (�4 HIP DETAIL BAKERS CROSSING LOT #84 PHASE #2 MODEL: 99 2879- R99 BLOCK 9'4-2BRG. TRUSS FRAMING PLAN— AS DATE: 7/03/03 SCAZE: i/4'■1'-0' SHEET 6 C or 7 u BAKERS CROSSING LOT #84 PHASE #2 MODEL: BLOCK 9'4"BRG. Ist FLOOR ELECTRIC DATE: 7/03/03 SCALE: V41211-0' SHEET 7 or 7 u BAKERS CROSSING LOT #84 PHASE #2 MODEL: BLOCK 9 4"BRG. 2nd FLOOR ELECTRIC DATE: 7/03/03 SCALE: 1/41011-00 SHEET 7 AOF 7 1/2" X 9" A.E3. 32" O.C. "X6" #10 W.W.M. �" EMBEDMENT MIN. 0" EMBEDMENT I/2" X 9" N Y WHEN UPL f FT FROM ROOF ANCHOR BOLTS AT 3' O.C. - co ° 2" ABV. CONC. CONIC. SLAB ? _ �m 2 #5's CONT. 411 4 `� 6 "X6 ° #10 W.W.M. q g (2 ) CONT. *5 KEBABS 1 1 _ 4 11 Z � } CONIC. SLAB z L 4" m 3 #5's CONT. I -8 m ° ° 2-THICKEN EDGE &5L'<. TYWALLSECTION 2 f1�lTERIOR BEAiRfNG WALLWALLINT�RfOR B�AR(NG WALL 2-STOR'1' 5'S ON CHAIRS SINGLE STORY NOTE: FOR FLOOR BEARING WALLS 2 A DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS WOOD FRAME FOOTING CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE 3 IS UPL IFT ON WALL 3 1/2" e HEAD OF GARAGE 3 1/2" HEAD OF GARAGE #5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS (VARIES WITH SLOPE=) (VARIES WITH SLOPE) �� OF DOOR IF NEEDED) I /� DIM VARIES 7 5/S" (I 'S DOWEL BARS 9" ANCHOR BOLTS At 3' O.C. 1 5/0" C B " " # /` DIM VARIES 9 ANCHOR DOLTS W 3 O.C. � XM MIN 6" EMBEDMENT II � X6 10 W.W.M. 15/8" CURB II 6"X6" #10 W.W.M. CURB II 6"X6" #10 W.W.M. (3) # 5 RODS EA. WAY ON gII ONLY IF UPLIFT ON WALL CMU 11 MIN 6 EMBEDMENT 10 W.W.M. EXTEND 1 1/2" II CHAIRS (MIN. 3" COVER) 6 "X6 " #10 W.W.M. 4 !� RECESS /2"} II _ II _ _ o Q o 0 0 - 7``� °� -= 0 _GRADE SLIDING DOOR TRACK 2-#5'S ON CHAIRS m U °� (3-5'5 W/2-STORY) ° - 2-#5 S ON CHAIRS I -411 SINGLE (3-5'S W/2-STORY) m �� - SLOPE GONG. m 1 _S 3 #5'S ON CHAIRS STORY STORY 2'-0" TO FRONT(1/�"-1/2") 1 _0 2 #5'S ON CHAIRS 71 1'-8 1 I/2 TWO I/2 ° INSIDE FTG. AT GARAGE STEP-UP STORY TWo INSIDE FTG. AT GARAGE STEP-UP A GARAGE SERVICE/POOL STORY 1-STORY BEARING WALL 2-STORY BEARING WALL DOOR RECESS G-4RAGE CURB GARAGE GURk3 24"x2�" EXT. PAD S 1 LAB AT SL. GLASS DOOR s CONC. SLAB OVER CLEAN, COMPACT TERMITE TREATED /*5 REBAR SET IN ,✓ PSI EPDXY 25" MIN.N. A5 ABV. L, e? MIL. V15. VAPOR SLAB/6" MIN. EMBEDMENT TOP CORD BLOCKING AT 4, O.C. MAX. IN FIRST 2 FRAMING GARA S `" z 6"X6" #10 W.W.M. II 6"X6" #10 W.W.M. SPACES AT EACH END GE LAB C m RAFTER OR TRUSS A LL OC M M HF NOTES IN REFERENCE �r I ° ° ROOF SHEATHING LAYOUT ROOF SHEATHING a NAILING SCHE®ULE CURBf III AND ENDUJALL BRACING � ROOFDIAPHRAM TO 1=LORICDA BUILDING WALL _Q USE 1/16'OB.B.ORIR'PLYWITH CAN NAILS AT4'O.C.AT �(DE)C 2O01 a 8 GONG. D RI VEuJA�r o 0 o FOR GABLE END FRAMING SUPPORTED PANEL EDGES AND -8 oLN NAILS AT 6' Oc. AT C G 1 TYP. RETROFIT FOR ALL INTEWEDIATE8UF'PORTS.ALSO SEE DETAIL. � � R GE 3 #�'s CONT. � ROOF SHEATHING TO GABLE END FRAME BE�I'OUND 1'-gl' 3" MIN. COVER OMITTED FOUNDATION DOWELS Z USE ISGUNNABL EN F IA Q SITE PLAN NOTES _j EXTERIOR SHEATHMG USE 7/16' O.S$. OR 1/2' PLY WITH 'S GUN NAILS AT 6' OL, AT GARAGE DOOR PANEL SIDES AND 15 GUN NAILS 4' OZ. 'top + Borrort L. U LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS' ABOVE 4 PANEL AND +B GUN NAILS AT 6' OZ. AT NOTE: GUN NAILS SHALL BE PERMITTED AS AN CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. OP N ING BUILDING LENGTH ACCEPTINTER1EDABLE FAIATE ASSTEENER FROM ANY RTO. ALSO SEE IMANUFACTURER- 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE 11 1 2 -STORY FOOTING CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION NAIL REQUIREMENTS ABV. IOB' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION F r--,11N NAZI r, 1,)dII n r- SIZE HEAD LENGHT DIA. TENSIL STR yr rimcH FLOOR SLAB WITH 8i NKD AND SEALFD SURVEY. 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 8d ROUNDMODIFIED OR T 1 '1/8' .113 IT0,000 e� 1001 2 1/8' 128 110,000 �-" v• �• a/ LANDSCAPING IRRIGATION BERRING ETC SHALL CONFORM TO LOCAL 11 II 1 8 GUN NAILS NOTE: NAILS TO BE MFG. BY MEMBER of INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND POURED LENTIL TOP 4 BOTTOM EDGES STAPLE,NAIL 4 TOOL ASSOCIATION NG As SELECTED PO <o1. CONT. (TT-P) II III cn e" O.C. IN FIELD GENERAL NOTES 6) SWIMMIPOOL,, BUILDER DECK SPA, AND ASSOCIATED WORK IS TO BE D LOADING (U 1. DESIGN ANPERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. .,e A ALLOWABLE UNIT STRESS AND DESING CRITERIA: 11 "12X WALL FRAMING TO II II II @ /, ; ; I. BUILDING CODE REQUIRhENT8 FOR REINFORCED CONCRETE ACI 318 DE 2001 PLUMBING NOTES (3) 1/2 "XS" ANCHOR BOLTS II II II 111 ---� -1 LLI 3. WIND FLORIDA2. BUILDING IDIO 120C(PERWIND SPEED MAP) I) SANITARY LINES SHALL BE OF C ` OUTSIDE BAR - I �t -1 LLl `� AST IRON, OR PVC (SCHEDULE 40) 8" CMIU FILLED or (3) 1/2"XS" J-BOLTS J REBAR II 4 WIN IM ,a II D I'ORTANCE FACTOR (I) AS APPROVED BY THE BUILDING OFFICIAL. Q Q LLL Z U 5. WIND EXPOSURE 'B' CELL (T1'P.) MIN. 6" EMBEDMENT Z Z (o. INTERNAL PRESSURE CO -EFFICIENT A8 THRU -IS 2) WATER LINES SHALL BE (PVC. W/ 2 "X2 "X1/S WASHER AND - _ _ _ = II II II CONTINUOUS Z 0 2. SOIL }} A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC EXT. FRAME WALL TO NUT SPACED EVENLY FROM __ - _ @ � , ` V It CONTINUOUS WALL FOOTINGS. (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. r = V 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET �% p A ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 315 AND WITH 5J SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE T�F-'. EXT�IRIOR SHEATHING SPECIFICATIONS FOR STFUTURAL CONCRETE BUILDING ACI 301. A IN JOINTS PRIOR TO FILL INC. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 MAXIMUM FLOW OF (3) THREE GALLON8 PER MINUTE EACH. (SLEEVED ANCHOR IN SOLID �t ATTACHMENT FOR ROOF SHEATHING PSI IN 28 DAYS 6) HOSE 5I55 TO BE PROVIDED WITH BACKFLOW PREVENTER. G. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 61T, GRADE 40 FOUR ACCEPTABLE RETROFIT) 25" MIN. LAP @ 4. DESIGN LOADS T) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO T1'P. REBAR LAP NOTE: A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA la CORNERS ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL GROUTED � UJN'EN GLUED TO ROOF T" 1EMIB�R BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. BOND BEAM Z (o ° - 8 '�EDGES 10"-12 IN FE I L. D 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL 2-S'S REBAR Q 1 STORY 5.LUMBER A. ALL STRUCTUAL LUMBER SHALL BE 02 SYR ALL STUDS SHALL BE STUD GRADE SPF. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED TIE TO HORz. BARS U1 3-#g'S REBAR a6 2 STORY (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST BOIL, CONCRETE OR MA50NARY SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. 8" MIN. EMBEDMENT O I I I I �^ r /- I I SHALL BE PRESSURE TREATED) PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' T R EXTERIOR SHEATHING A'I TACHt"IENT 6. TRl1S5E6 RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER FOR 51-�1=AR AND UPLIFT Fes -ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUTB FLUSH WITH GRADE. 1 U FLORIDA BUILDING CODE 2001 /� TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL II) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, ORz. REINFORCING VERT. RE INF. ( O.S.B. TO BE STRUCTURAL. GRADE) PRIOR TO FABRICATION. RIDGES. II HOOK IN GROUTED CONNECTORS FROM PLATE TO STUD TO PLATS GARACsE DOOR 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA A. ENGINEERED FOR DETAIL TO BE PL MPH WIND GARAGE SEC, GUST. IER PLUMBING CODE CURRENT EDITION. DELL ARE= NOT REQUIRED EXCEPT AT OPENINGS c. DETAIL TO BE ATTACL EDBTO PERMTI PACKAGE BYDOOR LBUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 8. ASPHALT SHINGLES 2001. #8d GUN NAILS a A ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 B. SHINGLE STANDARD ASTM D-225, UNDER AYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 12" O.C. IN FIEL1D FOUNC�ATION NOTES IS) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE N CLEANOUT REQ'D 1. FOUNDATION DESIGN RASED ON 2000 SF. M BLOCK N - _Q ...,. FOR GROUT LIFT P IN. ALLOWABLE REARING OTES > 5 FT UNLESS e -i PRESSURE. 1 BAKERS CROSSING LOT #84 PHASE #2 HORZ. REINFORCING Z QC FOOTING DWL 15 , - POURED LENTIL - T�( 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND HOLLOW CORE A SOLID UNIT CONCRETE MASONRY UNITS SHALL ASTM MASONARY IN ACCORDANCE WITH ASTM C90 AND CI45 AND SHALL MONOLITHIC HOOK NOT REQ1D, O1' a,' GONT. (TYP) Z U SHOP DRAWINGS WITH ACf 315. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT FOR MORTAR A NET AREA COMMPRESSIVE STRENGTT OF 1900 PSI. } HORIzONTAL/VERTICAL ,e Z O APPROVAL PRIOR TO FABRICATION OR CONIC. POUR 3. CONCRETE 28 DAY STRENGHT SHALL I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C2T0. METAL ACCESSORIES L O C K REINFORCING cr1 0 � PRE -CAST NDR �� SIDES: � = BE 2500 PSI W/ 3/4' MAXIMUM AGGRI=GAT� 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: .. 2Xro GARAGE DOOR BUCK W/ (3) 1/2 "XSII ANCHOR BOLTS � �d , 4. ALL SLABS SHALL BE MIN. 3 I/2 THICK 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. C. ASTM A366 O� ~~be �� u L Or (3) 1/2 XS J-BOLTS �/ /� T T F=. FLOOR DECKING 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A ro' HOOK PER DOWEL PLAN LAYOUT. FOR SHEET METAL ANCHORS AND TIES. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL e : ~;6 S" FILLED - �o" EMBEDMENT MIN. W/ 2 "X2 "XI/5 WASHER AND I I I L� .4TTA0-II'" TENT TO FLOOR JOIST ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL'" DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. DETAILS CELL CELL (TYP.) -- NUT SPACED EVENLI' FROM EA. SHEET TO E3E GLUED AT ALL. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' MASONRY WORK, GENERAL: 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL D „ CX FLOOR TO GARAGE DOOR HDR. EXPOSED JOIST AT 3' O.C. STARTING AT 8' OFF EACH CORNER WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. NO T� S IN JOINTS PRIOR TO FILLING. �. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 2. BED AND HEAD JOINTS SHALL BE 3/13' THICK 00 ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. 1-2X6 PT BLOCK ,a CENTER OF WIND LOADS: IN ACCORDANCE W/FLORIPA BUILDING CODE 2001 PER WIND MAP. WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION to VERTICAL REINFORCEMENT DATE: `7/0'7/03 DOOR HEADER W/(I) 8. FOOTING REINFORCING SHALL BE 2-05 REBARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G. REINFORCING STEEL, GENERAL: C U 1/2 "X8" ANCNOR BOLTS 3M-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE N0. 5 BARS. +SSC:ALE: V4',il�-®1 Or (1) 1/2 "XS" .� -BOLTS CORNERS. USE CORNER BARS OR BEND REBAR LAP A MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTH5 SHALL BE A MINIMUM OF 25'. SHEET 6" EMBEDMENT W/ 2 "X2 "X1/5 WASHER AND NUT 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW FINISH 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A61T, OR A106. GRADE 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE D 1 or 9 J� v u 2X4 SUB -BAND a HURRICANE STRAPS a CHASE GROVES,WAVERLEE WOODS 2X4 SUB=BAND a 2X4 SUB-BAND FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2Xro SUB -BAND a FEILD STREAM FOR CONNECTOR) FEILD STREAM 2"X4" BLOCKING LAKE KEHOE,C1'PRE55 HEAD 2X(o SUB -BAND a 2Xro SUB -BAND FIRST TWO BAYS ALOMA WOODS LAKE KEHOE,CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4'-0' O.C. MAX METAL LATH WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER 015 FELT OVER 1/16" OSB OR -1/S" TEXTURED ASPHALT SHINGLES OVER #15 FELT R-19 INSULATION METAL DRIP EDGE -1/V' OSB SHEATHING 1/2" PLYWOOD FINISH 1/1(o" OSB. SHEATHING FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2" PLY. W/ 15# FELT OR 1/2 PLY. FELT OVER , 7/lro OSB. SHEATHING 3/4" T 4 G PLYWOOD 2X4(CONT.) HURRICANE STRAPS _ TO BE GLUED (SEE TRUSS PLAN METAL DRIP EDGE 5EE PROPER55ENG ROOF RU55ES NAILED FOR CONNECTOR) 2X4 DOUBLE PLATE TEXT. CTYP.) 2X4 5PF STIFFBACK AT BRACING LL UPRIGHTS OVER 4'-10" META-1(o METAL DRIP EDGE O ll�'S CONT. ALUM. FINISHED VENTED SOFFIT I EMBEDDED 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS LINTEL STRAP euALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. -1/0" TEXTURED FINISH S" LINTEL BLOCK FILLED ° ° 1/2' DRYWALL ALUM. WINDOW OVER #15 FELT OVER 5EE FLR./ELEV FOR DES. WOOD BASE (TYP.) -1/16" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED PRE -CAST LINTEL 1/0"TEXTURED FINISH ON 3/4' T 4 G PLYWOOD FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. FINISH ALUM. WINDOW -1/1(o" OSB SHEATHING OR 1/2" PLY. ILL SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE I/2" CLG. BOARD TEXT. PRE -CAST SILL SEE FRAME PLANS TO DBL TOP PLATE W/ TUJO STORE' 1/2' DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE 6IMP60N NTC-4 32' O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR MSTA-24 24" O.C. MAX 8" CMU R-4.2 INSULATION O' (I)w-, CONT. FOR HDR SPLAN 1X2 P.T. FURRING STRIPS HEtA-16 1X2 FURRING STRIPS �� -�-,41L FLR JST To BLK ALUM. WINDOW /� TEXTURED FINISH I/4° WOOD BASE SEE FLR./ELEV FOR DES.III Ih SILL # S" LINTEL BLOCK FILLED u 1/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL 0 Q �XOR 1/2" PLY. UNDER FELT BARRIER z ALUM. WINDOW PRE -FAB TRUSS #lID W.W.M. FLOOR JOIST/ OR FIBER MESH SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD TEXT. REINFORCEMENT SEE FRAME PLANS PRE -CAST SILL CONC. SLAB OVER CLEAN, "a FOR JOIST TYPE SP-` 32" O.C. 'a STUD 2X4 DBL. TOP PLATE META-16 32 O. G. MAX 1/2" CLG. BOARD 4 TEXT 1/2" pRYUJr4LL z fY GO PAGT,tERMITE TREATED O .. z „ 501L OVER ro MIL VIS. VAPOR (1)5 CONT. } } 1,_4„ 2 #5 CONT. 8 CMU # S" LINTEL (BLOCK 2X4 WOOD STUDS = O = O BARRIER,W/6X6 IID WWM iX2 FURRING STRIPS N U mU TEXTURED FINISH 1/4" ° ° BLOCKNG MIDLED) 2X4 CONT. -��ALL alb O.C. ESS WOOD BASE (TYP.) PRE -CAST LINTEL 1/2 DRYWALL O W = 2X4 PT. PLATE z ALUM. WINDOW 5P-4 32" O.C. e STUD—1/2"X9" A.B. 32" O.C. T�I'P. WALL S� CT I ON SEE FLR./ELEV FOR DES. (WHEN UPLIFT) \ 6 EMBEDMENT �LfG. 1- STOfi�,I' o SILL ° # WOOD BASE (TYP.) CONC. SLAB 6 X� lID W.W.M. PRE -CAST SILL z O OR FIBER MESH CONC. SLAB 4" 4" y z L" z W 3 #5 s CONT REINFORCEMENT 2 #5 5 CONT. - � } � } 1'-8" S�� CMU 6 MIL VIS l�_4�� m 0 VAPOR BARRIER INTERIOR B�ARfNC� WALL FELT ON ASPHALT SHINGLES OVER 1/2 T T1=_ WALL SECTION O W TEXTURED FINISH 1/4" = NOTE: FOR WALLS W/FLOOR LOAD ONLY O.S.B. 2 "X4" BLOCKING 2 Q DO NOT INSTALL CONNECTORS. SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STOiRY co Z q 4'-0" O.C. MAX METAL DRIP EDGE - 6 "X6" #IID W.W.M. 2X4 DBL TOP PLATE 2X4 SUB -BAND a J O O OR FIBER MESH CHASE GROVE S,WAVERLEE WOODS SEE TRUSS ENG. RE INFORCEMENT FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS 2Xro SUB -BAND a Z 1 - W LAKE KEHOE,CYPRESS HEAD BRACING (5EE TRU55 PLAN) } } 5's CONT. ALOMA WOODS (3) # ROOF TRUSSES a DBL. TOP PLATE 0 WRAPPED/ALUM FINISHED FASCIA 24" O.C.1/2 DRY WALL ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIRST FLOOD BLOCK 2X4 5PF STIFFBACK AT SECOND FLOOR FRAME -I/16" O.S. ALL UPRIGHTS OVER 4' - lID" (SEE TRUSS ENG. FOR SIZE) uuUUM2X4 16" O.C. MAX 1/0" TEXTURED FINISH HEADER (5EE PLANS) OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAB TRUSS -1/16" O.S.B. 5HEATHINC OR 1/2" PLY. 2"X4" NAILER s 1/2" CLG D BOAR4 TEXT. TEXTURED FINISH BT. PLATE (2) LAYERS -I/1(o 2X4 PT. 16 SP-4 32" O_G. STUD 2X4 DBL. TOP PLATE ON GALV'D. META I/2" X 9" A.B W/ O.S.B.SECURE EA, LAYER LATH OVER TYVE MIN. �" EMBEDMENT 2x4 P.T. PLATE W/ ° W/2 8d,s 8 -12 O.G. -�.. HDR. STUDS)/JACK(S) . 1/2" DRYWALL OF #15 FELT ' '`i 2" DIA. WASHER /2 "X9" ANCHOR BOLTS MAX. `,'."` 69 14 MIN. " EMBEDMENT 1/2" X " A.B OR J-BOLT LSTA 12 2X4 WOOD STUDS MAX #5 32" O.C. O.C.REE3ACONT. 2Xro DIA. AT 32" O. C. a 32' O.C.MAX STUD TO HDR. FULL LENGTH STUD(SY 2X4 CONT. STRESS �j(o" O C r„ SECURE TRUSS TO 2XW/ KING STUD(S) SP-4 BLOCKING MID -WALL •'. :. 12d a o°-8" TOP BOTTOM) 3/4" T4G SUBFLOOR "r•��''�'' GONG. FILLED LINTEL +t r t r PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)1 ROE) 4" O. C. o EDGE CLUED 4 NAILED `'•'?'' I 6" O. G. a IN FEILD 8" CMU ,;•;+•:; TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4' FLR. JST. SIZE SEE FRAME PLAN •`:��. R-4.2 INSULATION NAIL PER SCHEDULE 2nc1 FLR, STUD TO 1/2" CLG. BOARD 4 TEXT. 1/2" DRYWALL — — — — — — — — — let FL. STUD 2X4 DBL. TOP PLATE WOO I=Rr41" I� TO BLiC. -_ _� — — — — — — — —I MSTA-3o 32" O.C. .. 1/2 " DR'I'Wr4LL N I I I I I 2X4 WOOD STUDS WOOD BASE I I I I I I 2X4 CONT. STRESS alro" O.C. I II I I I BLOCKING MID -WALL _ NAIL PER SCHEDULE/ 2X4 PT. PLATE = 1-0 co I I I I I I BOLT PER FND. PLAN SF-4 32" O.G. Q STUD 1/2 "X9" A.B. 32" O.C. z MIN. � EMBEDMENt ", F1 W.W.M. CONC. SLAB 0 o OR IBER MESH REINFORCEMENT T T' EXTEjRIOjR OF ENINC; IN FfRAME 3 *S's CONT. 4 4 V 2X4 COLLAR TIE /-2X8 RIDGE O} O z W_ 1 -8 m EVERY OTHER RAFTER /` �- w Z W 41y y } f } W 2X6 RAFTS O!Y I N cn O N U } 2 #5 GONT. c{1 T"*r . WALL SECT ION 2 - STOR *' EVERY INTERIOR BEAiRINC3 WALL 2-12 Xrro NAILER TRUSS 3-12d RAFTS F2 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 0.5.5. 1X8 NAILER OR I/2" PLY. 2-12d EVERY TRUSS E3L< I -STORM' (GABLE) MINIMUM WALL AND HEADED STUD REQUIREMIENTTS CONY, F=RAMN DETAIL/VALLEY s tN 52� �1 MAXIMUM HEADER SPAN (Ft.) UP TO V-O" TO 81_04 4'-11 1/2' -1'-11 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 1 2 3 NUMBER OF FULL LENGHT STUDS AT EACH END OF HEADER 1 2 3 BAKERS CROSSING LOT #84 PHASE #2 IMONOLITHIC BLOCK DETAILS & NOTES DATE: "7/0"7/03 SCALE: 1/41=1'-0' SHEET D 2 OF 4 i u # 1000 UFL IFT 6IMP50M MTS-12 W/1 106 TO TRU55 AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 2000 UFL IFT (2)5IMP50M MT5-12 ONE EA. SIDE OF TRl OPPOSITE SIDE OF F W/7 IOd TO TRU55 AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL TRUSS FINISH g LANDING 1211 P. r z 5 i3OND BEAM TfRUSS ANC�4OfR DETA -RETROFIT 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 Rf5ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. 6' WIDE w NARROW END MIN. 11' WIDTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4' PLYWOOD 2XI2 TREAD CUT TO PIT - 1X5 RISER LESS THAN 4° TYP. II II II BETWEEN SPINDLES i II II II � T.TOP OF BOX DEL.. TOP PLATE 5P4 OR H-5 TOP PLATE TO STUDS 2'-0' AEV. 10'-0' LEVEL To ROOF 2X4 STUD - 15/32' O.S.E. OR 2'-0' ABV. HIGHEST RIDGE WITHIN 2'-0' 0 "1/16' OR � W/T/a' TEXTURED 10'-0" FINISHED OVER GALVINIZEDMETLATH AL — --- _____________ PAPER SACK FRAMED CRICKET SIMPSON H-5 (MIK) • 2X4 TO TRUSS HAN[ 1/2' C IX 1' NOSING TYP. I Q m F r STAID SECTION D T/4IL,5 PRE. E�. TRUSS 7 2X4 BTM. PLATE+�12XP4 TO TRU55 1N� SE CT I ON PRE. ENG. TRUS IX2 PT.TOP OF DEL• TOP PLA' -1/16' OR 15/32' W/1/5' TEXTUREI FINISHED OVER GALVINIZED ME PAPER BACK L CRICKET 2'-5-1/2' FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 30" MIN. FINI5H ST,4IR UJINIDfR [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON -1/16' O.S.B_ (2) 2X4 02 ND SYP DIAGONAIL BRACE W/ 3-12d g EA TRUSS (DIAGONAIL BRACE f/ TO COVER 5-TRU65ES cr 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2x4 SYP 5TIFFBACK AT ALL UPRIGHTS OVER 4'-10" 1/16" OSB SHEATHING USE 5d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A_B. COMMOM (W/ 2' DIA. WASHERS) 6 32' O.C. MAX. 1/2' CLG. BOARD TRU55 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRU55 W/ (2) 12d EA. TRUS5 R-19 MIN. I-"5 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' BRAGE 0 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) r-;;AE3LE Cfp,,055 E3R,4C INe 1=PTO �2:X4 SECURE TO 2X4 ELK W/2-126 RETQ ELK W/ META-16 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-5' O.C. MAX TYP. 2x4 ELK SECURE THRU TRUSS W/3-12de ENG'D TRUSS 24' O.C. MAX 21=O11 EXTENSION OFT eERVICE N.T.S. METAL LATH 1/16" 05B OR TEXTURED 1/2" PLYWOOD FINISH W/ 15# PELT 2X6 (CONT.) 2X4 (CONT.) SIMPSON EXPANSION HETA-16 JOINT CMU'S TEXTURED FINISH TWO STORY (2) 2X4 02 ND SYP DIAGONAIL BRACE— W/ 3-12d w EA TRU55 ( DIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 BAYS (2) 10dNAILSGEA FEND TO TRU55 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10" 1/16' 055 SHEATHING USE Sd NAILS AT 4" oz. EDGE 4 6' o.c. PIELD 2X4 W/ 3/5' X 5 LAG OR 51MPSON HTC-4 ,0 3V O.C. MAX SHEATHING NAILING TO SE O.C. IN FIELD 4' O.C.*ALL EDGES W/5d NAILS 1/16" OSB OR 1/2" PLYWOOD W/ 15# FELT 2X FLOOR JOIST ---- 2' MIN. OVERLAP SIMPSON 2X6 (CONT.) 2X4 (CONT.) HETA-fro CMU'S TEXTURED —L L FINISH TWO STORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING " 15 FELT ON -1/16" O.S.B. 1/2' CLG. BOARD TRUSS W1 (2R2d a RUN A�RUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 E5TM. PLATE iUB-FLOOR MAILED COON TRU55MM24' O.C. INSULATION R-113 MIN. HETA-16' FLR JST TO BLK� \—FLR TRUSS 1-05 REBAR CONT. 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1' TO (S0'-0" (3) 'X' BRACE (1 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) SA LE ENID CfROSS 5fRACING 2 = STOF�,)"i BAKERS CROSSING ILOT #84 PHASE #21 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 7/07/03 SCALE: V4NEII-01 SHEET D of 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE .300 MIN I=MBEpMENT 1 1/4') 8' FROM EACH END AND IS' PRECAST HEAPER(MIN) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN MIN HEAD SIZE 300 16 HIEGHT. MIN EMBEDMENT I I/4') 8' FROM EACH END AND 18' D.G. MAX. MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 "i/16" OSB SHEATHING MIN HEAD SIZE 300 MfN EMBEDMENT 1 1/4') 2X4 BLOCKS 8' FROM EACH END AND IS' CMU WALL O.C. MAX. MIN 1-1/4' EMBEDMENT 7t U IID F_ I I I�ICI, 1RGHUJA`r ID T,4 j L l(o l 11 AND 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8" FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT XISTING BLK ABV. 2 X 8 (MIN 2 X 3) 2-3/16 TAPGON OR DRIVE PIN (MIN SHANK SIZE.145 /4' TEXTURED FINISH MIN HEAD SIZE 300 /8' TEXTURED FINISH MIN EMBEDMENT 11/4')1/16' OSB SHEATHING 9�2 8 FROM EACH END AND IS X 4 16 O.G. MAX.(WHEN OVER 16' IN HIEGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 1(o' IN HIEGHT.) 2 X SOLID BLK'G m ARCH 1/4' TEMPERED MASONITE SECURE W/2-126 EACH END GLUE NAIL W/Sd'S 8'-12' O.G. ATTACHMENT PER MANUFAGTOR'S SPECS. MTL WDW FRAME 11-1 -NOTE: NO GAP o WDW FRAME TO EXCEED I/4' AFCHUJA�/ ' [DETAIL � I CUTAUJ4 2 X 4: CEKI SECURE TO BLOCK W/3/16' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 15' O.G. MAX. SPACING. SECURE® BLOCK W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 3IDID MIN EMBEDMENT I I/4') WITHIN 8" OF EACH END d IS" O.C. MAX. SPACING. 2 X 8. SECURE TO BLOCK �-1/2' DRYWALL W/2-3/19,' TAPCONS OR DRIVE 8' CMU-- I"X4' OR I"X2' P.T. NAILER PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 ---DOOR CASING WItHMIIN BEMBEDMENT 1 OF EACH END1/4') 18' O.G. MAX. SPACING. SHIM AS NEEDED DOOR JAMB TO PLUMB JAMB ATTACH TO 2 X DO NOT EXECED 1/4". PERMANUFACTOR'S DETAILS. DoofRJ,4�15 TO 1=1/2 I1 � 2 X 4 (MIN 2 X 3) 1-3/16 TAF'CON OR C5RIVE PIN (MIN SHANK SIZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND 18' 1/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN 16' HIEGHT. SECURE 2 X RIP TO FIT l/16' OSB SHEATHING 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON W/2-12dS 6'-8' O.C. MAX. IX4 P.T. OR 5/4' X OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) SECURE THUR FRAME AND MIN HEAP SIZE 300 2 X 4 (WHEN OVER l�o' IN HIEGHT.) EXTEND 1-1/4' INTO BLOCK W/3/16' TAPCONS OR DRIVE MIN EMBEDMENT 1 1/4')IL."7. 2 X SOLID BLK'G m ARCH PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT �/16' OSB SHEATHING SECURE W/2-12d EACH END MIN HEAD SIZE 300 MIN EMBEDMENT i 1/4") `-1/2" DRYWALL 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 1&' O.G. MAX.(WHEN OVER 16" IN HIEGHT.) ATTACHMENT PER MANUFACTOR'S SPECS. 8 CMU - REFER TO MANUFACTURING 1'X4' OR I'X2' P.T. NAILER OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS MTL WDW FRAME DETAILS FOR SPACING. DOOR CASING MIN NEAP SIZE 30ID +NOTE: NO GAP m WDW FRAME MIN EMBEDMENT 1 I/4") MIN _ �- CMU WALL TO EXCEED 1/4' NOTE - 8' FROM EACH END AND 18' DOOR JAMB AS NEEDED TO PLUMB JAMB O.G. MAX. MIN 1-1/4' EMBEDMENT A f;:� C H `dd ANT" D T 74f L C U T A `dd ANr- DO NOT EXECED 1/4'. DETAIL 1(oIIANDU DBL. TOP PLATE B DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X4 16' O.C. MAX. 2X4 16' O.C. MAX. SECURE 2X4 TO WOOD W/2-12JLL d m 6'-8" O.G. STAGGERED SECURE 2X4 TO WOOD W/2 -12d m BT. PLATE 6'-8' O.C. STAGGERED SECURE 2X4 W/2-3/16' TAPCONS BT. PLATE OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 AfRCHA�T- I III WI MIN EMBEDMENT 1 1/4') SECURE 2X4 W/2-3/16' TAPCONS WITHIN S' OF EACH ENp NOT TO OR DRIVE PIN (MIN SHANK SIZE.145 EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN HEAD SIZE 300MIN SECURE to SHEATHING W/ EMBEDMENT I I/4') MIN. 2-12d PER BLK EA. END WITHIN 8" OF EACH END NOT TO1/2' PLYWOOD EXCEED IS' O.G.MAX. OR 1/16" O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD XTf;Z0 AfPCHUJ?4",� W/UJfNDow MIN. 2-12d PER BLK EA. END OR I/16' O.S.B. XT l;Z CfR AfRCHUUA� s1"xJy BAKERS CROSSING ILOT #84 I PHASE #2 MONOLITHIC BLOCK DETAILS NOTES DATE: 7/0"7/03 Sc All SHEET D4OF