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Home My WebLink About255 Clydesdale Cir 03-1500PERMIT ADDRESS CONTRACTOR _ ADDRESS l PROPERTY ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT # JhOSMOW DATE Al - MAN PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 1, d y t=i 1 tF, 4 v v. 9 DESIGN CRYTERIA: • FLORIDA BUILDING CODE (FBC) 2001 ,*OCCUPANCY— RESIDENTIAL - GROUP R • CONSTRUCTION TYPE- VI • 1-STORY RESIDENCE: BLDG HGT 17' -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 DOWEL LAYOUT PG 1A—LINTEL SCHEDULE PG 1B—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" PG 3B—ELEVVATION"B" PG 4A—TRUSS PLAN "A" PG 4B—TRUSS PLAN"B" PG 5—ELECTRICAL PLAN PG DI—FND DETAILS/GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MICS DETAILS PG D4—CROSS SECTIONS � , 4 Jed www. drhorton. com CBC055300 6250 Haztm.0tintm.. Natic>nal [Drivtm... C>rlanCl s D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 3282E Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ENGINEER: KENNETH ROBERT COYNE PE N0. 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 BAKERS CROSSING LOT#49 PH#1 DATE: 3 /2 0 /0 3 SC AT: V4'=1'-0' SHEET C 1 oir 6 BAKERS CROSSING ILOT#49 PH#1 MODEL: 772O4 L" FOUNDATION PLAN DOWEL PLAN DATE: 3/20/03 SC AT: V4' ■ 1'-0' SHEET I OF 5 FZM� n L-1 L-9 N� 15-5H 25-5H 15-5H e 9-4 e el LINTEL 8RF14-05AT 4 ^zTWRFTEC LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 5'-i01 &F16-05AT L 2 4'-6" BF16-05/IT L 3 5'-10" 8P16-05/IT L 4 4'-6" OF16-05AT L 5 7'-6" BF16-05/IT L 6 7'-6" 8F16-05AT L -1 I0'-6' 5F5-15/iT L 8 9'-4" OF&-15AT L 9 4'-6" OF16-05/IT L Ira 4'-6" 5E16-05AT L 11 4'-6" OF16-05AT L 12 2'-1011 OF16-05AT L 13 4'-6" OF16-05AT L 14 4'-6" SP16-05/IT L 15 4'-6" 81=16-05/IT L i6 IT-4" OF16-15AT L 11 4'-ro" SPRI4- 051T L 15 g'-4" OF5 - IBIT MATERIALS I. F'c precast lintels = 3500 psf. 2. F'c preatressed lintels - 6000 pal. 3. F'c grout = 3000 psf w/ maximum 3/13' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = MOO psf. 5. Rebar provided in precast lintel per ASTM A615 GR9,0. 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 ASTM C210 type M or S. GENERAL NOTES I. Provide full mortar head and bed joints. 2. Shore filled Ifntels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-I/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1_/360 vertical deflection, except lintels I1'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. E3ottom 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. Cast -In -place concrete may be provided in composite Ilntel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACi 315 and ACI 530 SAFE LOAD TABLE NOTES 1. All values based on minimum 4' bearing. Exception: Safe loads For unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2'. Safe loads For all recessed lintels based on 8" nominal bearing. 2. N.R. - Not Rated. 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 addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 05 rebars in 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting 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. 9. All safe loads in units of pounds per linear Foot. TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF 05 RE5AR AT F 50TTON OF LINTEL CAVITY NOMINAL WIDTH -� I L QUANTITY OF "5 NOMINAL WEIGHT RE5AR AT TOP —#So RE5AR AT TOP MIN. (U REQ'D 1-112' CLEAR G.M.U. :°• . GROUT 05 RE5AR AT BOTTOM — • • OF LINTEL CAVITY BOTTOM REINFORCING 1-5/&'ACTUAL PROVIDED IN LINTEL !VARIES) 8' NOMINAL WIDTH SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U—LINTELS GRAVITY LENGTH TYPE SUS aF8-05 -0 20- 24-0 8- 32-0 aFa-IB 15-IB aF20-15 SF24-IB BF28-IB 8F32-IB 2'-IO'C34') PRECAST 2302 3166 q441339 39 1526 9004 10412 11936 3166 1526 9004 10412 11936 3'-ro' (42') PRECAST 2302 3311 4689 6001 1315 8630 9941 F313& 3166 4413 6039 1526 9004 10412 1193ro 4'-0' C48') PRECAST 2029 2325 2496 3461 4435 5410 6384 1358 2640 4413 &On 1526 9004 10412 11936 4'-ro' (54') PRECAST Iro51 1151 1913 2651 3463 4149 4896 5644 2110 4027 6039 7526 9004 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 1609 2311 21326 3336 3846 Iro65 28139 5051 609Fi 5400 6424 1450 5'-10"(10") PRECAST S12 i000 1059 1414 1889 2304 2121 3131 1459 2 1 „ , 6 -6 C f8) PRECAST 93� 1255 210� 263 2146 35B 39 4565 1255 2101 3396 5260 1134 8995 1 613W 7'-6' (90') PRECAST 161 1029 1615 2385 1994 2439 2586 3333 1029 16T5 2610 3639 5596 6613 5041 9'-4' (112") PRECAST 632 104E 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-ro'(12(o') PRECAST 45(0 482 802 1125 V5 1122 1326 1535 658 1025 614 2051 2114 3130 2404 I1'-4' C136') PRECAST 445 598 535 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 35SO 13'-4" C160') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 14313 1855 2343 2920 14'-0"C168") PRECAST 338 381 648 V9 1190 1462 1051 1260 455 100 1003 1335 1114 2153 2666 14'-8'(116') PRESTRESSED NR NR NR NR NR NR NR NR 465 l65 1310 2045 2610 3155 3165 15'-4' (184') PRESTRESSED N.R NR NR NR NR NR NR 420 695 1250 1055 2310 aS 2SOSO 3410 Il' -4' (206') 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'(256')PRESTRESSED N.R. NR NR NR NR NR NR NR 163 330 610 940 1340 1180 2110 22'-0'(2(o4')PRE5TRESSED NR NR NR NR NR NR NR NR 160 300 510 810 1250 16 bO 1910 24'-0C288') PRESTRESSED NR NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 8" PRECAST & PRESTRESSED U—LINTELS kn&k4_94" UPLIFT LATERAL TYP LENCtTi i BFB-1 12-IT 16-1T 20-IT 4-I 8F28-I 8F32-IT 5U8 BF8 B-2 12-2 16-2 20-2 24-2 28-2 8F32-2T 2'-10'C34'J PRECAST 2121 2818 4101 5332 6569 loll 9055 2021 2021 212-1 2154 3981 5190 6401 1630 8851 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 1152 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0' (48') PRECAST 1515 1989 2832 3680 4532 5381 6245 935 935 1515 1925 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 -121 1660 1105 2435 3111 3913 4658 5406 5'-4' (ro4') PRECAST 1393• 1484 2110 2141 3315rIB2 505 505 13W 1431 2050 2610 3293 5'-10"(10") PRECAST 1212# 1351 1930 2505 3084 418 418 12121315 1815 2441 30106'-6"(18') P4151 PRECAST 1141• 1200 1133 2250 2169101 881 1141 1152 1684 21W 2103 7'-6' C90') PRECAST 959• S12 1415 1914 2354 2191 3240 591 657 990 102E 1466 1901 2351 2191 3245 9'-4' (112") PRECAST 612 980 1269 1560 1852 2144 454 630 155 1152 1550 1910 2211 2634 10'-6'(126') PRECAST 498 193 1021 1261 1496 1131 493 V66 roll 1035 1389 fill 2034 2358 396 Il'-4' C136') PRECAST 433 696 859 1104 1309 1515363 556 535 905 1295 1595 1896 2198 12'-0'(144') PRECAST 601• 400 631 816 1001 1186 1312 340 4344 631 486 818 1209 1514 1199 2086 13'-4" (160') PRECAST 500• 340 532 686 841 591 1153 302 395 513 409 682 1004 1361 1631 1891 14'-0"(168") PRECAST 458• 316 493 635 118 922 1065 28ro 360 548 318 62S 922 1254 1561 1816 14'-8' (1169 PRESTRESSED 243 3 124 851 990 N.tZ 35-7 243 5 352 5&2 582 55 852 1156 1491 1142 (184') PRESTRE85ED 228 218 430 553 roll 801 225 N.R. 32-1 228 329 542 l91 1012 1381 1616 ll'-4' 1208')PRESTRESSED 158 236 361 464 56l 610 114 N.R 255 156 216 449 645 514 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 66l N R 204 165 239 1 383 550 136 -340 11bo 21'-4' (256')F'RESTRESSED 145 186 2-15 356 433 512 590 N.R. 112 142 212 336 411 635 80l 993 22'-O'(264')PRE5TRESSED 140 180 266 343 418 493 1 568 NR 161 131 205 322 451 601 111 941 24'-0'(288') FRE57REC75ED 121 176r2 1 244 312 380 441 515 N R 135 124 186 290 408 539 680 533 •REDUCE VALUE BT 25% FOR GRADE 40 FIELD RE5AR 8" PRECAST W/ 2" RECESS DOOR U—LINTELS R� GRAVITY ]_�NGT�H�Typ�r= 8 awiO-05 OW14- 19- SM2- 8FF26- OW30-05 WW6-15 8W10-16 OW14-15 BF+FI8-16 8RF22-15 SW26-15 OW30-15 4'-4' (52') PRECAST 1489 651 3053 2552 3954 4525 5904 6880 1521 3412 4982 6412 1541 9416 10515 4'46' (54") PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 '3416 10818 (68') PRECAST 185 832 1602 1550 2058 2566 3015 3585 1153 2162 4014 6412 6516 5814 6839 5'-10' C 10') PRI=CAST 135 ll9 1500 1449 1'324 2400 2816 3352 1103 2051 3511 6412 6516 5450 6411 6'-8' CSO°)PRECAST B22 901 I611 2933 2516 3223 3812 4522 901 1611 2933 4100 6130 8111 bl0l 1'-ro' (90') PRECAST 665 161 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 9'-8' (11(011) PRECAST 311 420 834 1253 1011 1342 1614 1886 535 '325 1491 211'3 2618 3595 2815 8" PRECAST W/ 2" RECESS DOOR U—LINTELS era UPLIFT LATERAL TYPE LENCaTN 8W6-IT 8WI0-IT 6W14-IT 5WID-IT WW22-1T 8FF26-1T OW30-I 81W- -2T 8Ir10-2 810F14-2T 8ff18-21 8rP22-2 81;$-26-2 s730-2 DR;e5RP 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5525 1532 932 1244 1519 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3531 4643 5453 5'-8' (68') PRECAST 924• 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10' l 10') PRECAST 89ro• 1135 1142 2352 2965 3581 4198 469 896 1099 1690 2288 2891 34,31 4106 469 6'-S' (&0*)PRECAST ll8 882 1513 2042 2513 3101 3642 1100 1l8 956 1468 1981 2509 3035 3563 830 1'-6" (SO")PRECAST robe69l 1325 1510 2250 2153 3221 ll0 941 688 549 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533• 433 808 1123 1413 1104 ISM, 614 533 52l IO09 1369 1128 2088 2450 Q-.�.��LS!t�=1�F�'■7�7�1f-�T»f lyk�l!!7��SL BAKERS CROSSING LOT#49 PH#1 M0D)EL. LINTEL PLAIT DATE: 3/20/03 SCALE: V41011-01 �sHEET I of 5 13 12 25-5H 25-5H 01 O m 19 O 36"x16" TRANS ABV. ®1i I�. 15-SH U1/i ELEV"A.. ELEV. "A" ONLY' O3 36"x14"x16" O (2)26-SH "B" TRANS ABV. ELEV. ELEV,"B" " 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 20 3065 DR 4 20.8/ -22.(o 24.1/ -26.9 2 4 3(o" X I(o1 TRANS. ABV. 4 21.5/ -23.(o ELEV "A" 25.9/ -28.1 3 4 36"X14"X12" TRANS. ABV. 4 21.8/ -23.6 ELEV B„ 25.9/ -20.1 4 31 54"x30"x36" TRANS. ABV. 5 20.1/ -25-' ELEV "A" 23.9/ -30.6 5 35 54"x30"x50" TRANS. ABV. 5 20.0/ -25.6 ELEV 13" 23.8/ -30.5 6 24 35-SH 4 20.6/ -22.4 24.5/ -26.1 1 10 23-SH 4 21.8/ -23.6 25.9/ -28.1 5 24 35-5H 4 20.6/ -26.9 24.5/ -32.0 9 11 25-6H 4 21.1/ -22.9 25.1/ -27.3 10 41 6068 5C3D 5 19.9/ -21.1 23.1/ -25.9 11 41 6068 SGD 4 -25.4 23.1/ -30.2 12 11 25-5H 5 21.1/-28.0 2 5.0/- 33.1 13 1-1 25-SH 4 21.0/-22.9 25.1/-27.3 14 13 24-5H 5 21.5/-2&.1 25.5/-34.0 15 1 14-SH 4 21.5/ -23.6 25.9/ -28.1 16 1-1 25-51-I 4 21.0/-22.9 25.1/-21.3 1-I 11 25-5H 4 21.0/-22.9 25.1/-2-1.3 18 11 25-SN 4 21.0/-22.9 25.1/-21.3 19 112 16'-0" X -1'-0" GARAGE 4 18.3/-22.4 21.5/-26.7 BAKERS ;ROSSING LOT#49 PH#1 MODEL: 99 2 O 4 7 L99 WIND LO AD CALCULATIONS DATE: 3/20/03 S C ALE: V4' ■ I'-0' SHEET I B OF 5 SQ.FT. CALC.7S LIVING 2041 eQ. FT. GARAGE 314 50. FT. ENTRY 1(o eQ. FT. LANAI 105 50. FT. FT. TOTAL 2 542 ea. ♦- MASONRY : o c- /I 10'a10" 15'=10° -11-011 10'-4" El BAKERS CROSSIN( ILOT#49 PH#1 MODEL: 99 2 O 4 7 - L99 FLOOR PLAN DATE: 3/20/03 SCAT : V4121'-0' SHEET 2 OF 5 -- BAKERS CROSSING ILOT#49 PH#1 MODEL: " 2 0 47 L" L VATI®Ns 9) B 97 DATE: 3/20/03 Sc AT: W ■ 1'-m' SHEET 3 B OF 5 BAKERS CROSSING ILOT#49 PH#1 MODEL.- 992047—L99 TRUSS PLAN ommmmo DATE: 2 /2 01 /0 2 SCAl: V41811-01 SHEET 4 B OF 5 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES Ilmv OUTLET 1/2 OF OUTLET IIroV OUTLETWIRED WIREp TO SWITCH EQUIPED WITH Ilrov OUTLET GROUND I-AULT GFI INTERUPTER f jj nln �fJ/ 220V OUTLET EXTERIOR FAULT c3FI WATERPROOFGROUND INTERUPTER OUTLET SUJITCH Its SWITCH 3-WAY OPER. lt4 SWITCH 4-WAT OPER. n UALL Y MOUNTED LIG4-{ TED CEILING: LIGHT r 1 VAPOR PRO `OJVP LIGHT i RECE55ED CAN 1 CFM PER VENT, FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. PT. 2' LIGHT STRIP 4' LIGHT STRIP FLOURECENT RAP AROUND LIGHT — 2'FLOURECENT — — — — 4' FLOURECENT ® PANEL METER SMOKE SATT. SACK -UP O W/ HARDWIRE S.D. DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT tV TELEVISION JACK CEILINGa FAN/LIGHT C G SOX REQUIRED TO SE SUPPORTED IN ACCORDANCE W/ E5OX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER METER FIELD VERIFY ELECTRICAL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED 'wHOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: *20 AMP DEDICATED LAUNDRY CIRCUIT. PRE -WIRE PRE -WIRE / /0 ALU. CABLE 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D TYP. A/C 200 200 AMP D15C. AMP. INSIDE MAIN PANEL #12 COPPER TO DISC. LIGHTS 4 OUTLETS #10 COPPER TO WATER HEATER #S COPPER TO RANGE UNDERGROUND - SERVICE BY POWER CO. 144 COPPER TO 5/S`GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTFRIC;AL fRISEfR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. TO SEWER BAKERS CROSSING LOT#49 PH#1 ELECTRICAL PLAN DATE: 3/20/03 SCALE: V4101'-0' SHEET 5 OF 5 1 1/2 " X 9 " A.B. 32 " O.G. _ 6"X6" #lm W.W.M. ro" EMBEDMENT MIN. 6" EMBEDMENT 1/2" X 9' WHEN UPLIFT FROM ROOF ANCHOR BOLTS AT 3' O.C. N 211,45v. CONC. _[O W Q 6 "Xro " #10 W.W.M. 4 -1 GONG. SLAB7„ (2) CONT. 05 REBAR5 14 2 #5 s CONT. _ 0 8 7r-T 1'-0" - CONC. SLAB z - � 4 ® 4" 1 _8 4" m 3 05's CONT. _ -° m 2-#5'S ON CHAIRS TH I CiKEN E DGE � GARAGE CURB STOP TYP. WALL SECTION INTERIOR BEARING WALL INTEiPIOR BEARING WALL 2-5TOF�'I' BLK. SINGLE STORY (D-� ONO (D- p0 NOT INSTALL CONNECTORS. TE: FOR FLOOR BEARING WALLS TE: FOR FLOOR BEARING WALLS UJOOD FRAME FOOTING 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 �f#5 DOWEL BAR(ONE SIDE #5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES -1 5/S" � � DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. 1 5/8" C B II ro"x(o" 1110 W.W.M. -1 5/5, CURB II (0"XI&" #10 W.W.M. CURB I I # II 9 ANCHOR BOLTS AT 3 O.C. MIN 8" EMBEDMENT II X6 10 W.W.M. (3) # 5 RODS EA. WAY ON g GMU ONLY IF UPLIFT ON WALL r6"X61, #10 W.W.M. II CHAIRS (MIN. 3" COVER) MIN 6" EMBEDMENT EXTEND 1 1/2" 8 "X6" 010 W.W.M. �p z II-«--M-•�-•- - IL_ 7ESS SLIDING DOOR TRACK ON CHAIRS (3-5'S W/2-STORY) ° ° _ CHAIRS SIN�1- `� 2 _0 SLOPE CONC. m SINGI-E (3-5'S W/2-STORY) TO FRONT(1/4 -1/2 ) 11- 81 l 3 S S ON CHAIRS STORY STORY I'-0 2✓ S ON CHAIRS -allTWO 1 -g 24"X24" EXT. PAD 1 1/2"39 1/2" WO INSIDE FTG. AT GARAGE STEP-UP STORY S ORY INSIDE FTG. AT GARAGE STEP UP 2-6TORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB SLAB AT SL. GLASS DOOR I -STORY BEARING WALL DOOR RECESS �� CON(. SLAB OVER CLEAN, #5 REPAR SET IN 2000 COMPACT TERMITE TREATED PSI EPDXY 25" MIN. ,48V. TOP CORD BLOCKING AT 4' L, (o MIL. VS. VAPOR SLAB/6" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING GARAGE SLAB N z"x6" #10 W.W.M. "Xro" #10 W.W.M. SPACES AT EACH END. = RAFTER OR TRUSS p NAILING SCHEDULE ALL NOTES IN REFERENCE Le 1 ROOF S+�EATHINC- LAYOUT ROOF SHEATHING \ ROOF DIAPHRAM T ) FLORI�A BUILC7ING v I VcoNa DRIVEWAY G RB 8_ '� GARAGE BE�'OUND 3 #J'S CONT. 1 _8„ 3" MIN. COVER TYP. RETROFIT FOR ALL OMITTED FOUNDATION DOWELS IA AND E ND WA L L B RA C I NCB FOR GABLE END FRAMING Q USE 1/16' OhM. OR 1/2' PLY WITfH 08 CAN NAILS AT 4' O.C. AT ®� 2001 SUPPORTED PANEL EDGES AND -B GUN NAILS AT 6' OjC, AT INTER? EDIATE SUPPOWS. AL50 SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE-0GUNNAILSa4'O.C. EXTERIOR SHEATHING S 1 TE PLAN NOTES USE 1/I6' O.SS. OR 1/2' PLY WITH 08 GUN NAILS AT 6' O.C. AT V V m PANEL SIDES AND -B GUN NAILS 4' OL. TOP 4 BOTTOM PANEL AND -8 GLN NAILS AT 6' O.C. AT 1) LOWEST BLAB AT LIVING AREA SHALL BE MINIMUM IV ABOVE GARAGE DOOR BUILDco BUILDING LENGTH INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 1 NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING 16 NOT INTENDED TO BE OPENING ACCEPTABLE FASTENER FROM ANY MANUFACTURER. CONSTRUCTED WITHIN A FLOOD ZONE RNG R. EQUIRIA FINISH FLELEVATION 2 -STORY FOOTING ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION NAIL REQUIREMENTS OF FIN18H FLOOR BLAB WITH SIGNED AND SEALED SURVEY. SIZE HEAD LE -5HT DIA. TENSIL STIR. 3) LOT DRAINAGE SHALL CONFORM To ALL LOCAL CODES, REGULATICN8 AND RESTRICTION$ HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY 5WALE6 OR OTHI R.8Y8TEM8 TO AN OFF- SIT E DRAINAGE FACILITY. 8d ROUNRMOPIFIEp OR T 1 1/8' .113 110,000 loci 2 I(A. 128 110000 #8d GUN NAILS �`'F " O.G. # ai LANVGC:AT-'INCs, IKKIOSAIIVN, L�tKMINC3, kIC:. F5HALL C:VNt•uW IV LVCAL NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND TOP BOTTOM EDGES Od GUN NAILS ') STAPLENAIL 4 TOOL ASSOCIATION C AS SELECTED BY BUILDER `' POURED LENTIL II II i� �, " O.C. IN FIELD GENERAL N OTC S 6) PERMITTED I SEPARATELYBY ENG NEED ASSOCIATED HOP DRAWINGS. CONT. (TYP) II II Lu 1. DESIGN AND LOADING .;a A. ALLOWABLE UNIT STRESS AND DESG CRITERIA: CI% � I. BUILDING COPE REQUIRMENT6 FOR REINFORCED CONCRETE ACI 318 PLUMBING NOTES 2X WALL FRAMING II � a _j a 2. FLORIDA BUILDING COPE 2001 TO II - -A lU 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) U SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) C3) 1/2 "X8" ANCHOR BOLTS II II OUTSIDE BAR =j ,�} =1 w Q 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. 8" GMU FILLED e OI" (3) 1/211X8" J-L�OLTS RE AR II II VQ JJ_ Z U rp. WIND EXPOSURE '5' 6. INTERNAL PRESSURE CO -EFFICIENT +18 THRU -I8 2) WATER LINES SHALL BE CPVC. CELL (TYP.) �'MIN. �o" EMBEDMENT Z z Z Q 2. SOIL II II II CONTINUOUS z � A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC W/ 2 "X2 "X1/8 WASHER AND = z (3 f ` tl� CONTINUOUS WALL FOOTINGS. (SCHEDULE 40), INSULATED WITH Ia' AMAFLEX. EXT. FRAME WALL TO NUT SPACED EVENLY FROM - _ _ r - _ I U 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. FLOOR TO POND REAM. SET O #� @ A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 316 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE BLOCK WALL CONNECTION Cp SPECIFICATIONS FOR 5TRUTURAL CONCRETE BUILDING ACI 301. IN JOINTS PRIOR TO FILLING. _� # = TYP. EXTERIOR SHEATHING MAXIMUM FLOW of (3) THREE GALLONS PER MINUTE EACH. /- I I}� I I I � B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 �Q ATTAI�H IENT FOR ROOF SHEATHING PSI IN 28 DAYS 6) HOSE BIBS AT BE PROVIDED WITH HAVE A LOWSTA PRE05Y L SS (SLEEVED ANCHOR IN SOLID # � G. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 61'1, GRADE 40 POUR ACCEPTABLE RETROFIT) 25" MIN. LAP @ 4. DESIGN LOADS I) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO TYP. REB,4R LAP NOTE, A. INRA CORDANCEOOF LIVE �WIITH S OFZOORIDDA BUILDING CODE 2001 CHAPTER 16 EXCEED 4� WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL ED CORNERS WHEN GLUED TO ROOF 1„IE1„IBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. BONA BEAM i / II - g II a EDGES s 1 O 11 - 12 11 I N F E I L D 5. LUMBER 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL - 2 -#5 5 REBAR I (''STORY �J L� A. ALL STRUCTUAL LUMBER SHALL BE "2 SYP. ALL STUDS SHALL BE STUD GRADE 6PF. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MA50NARY SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. TIE TO HORZ. BARS W 3-#5's REBAR Q 2 STORY HALL BE PRESSURE TREATED) PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' 8" MIN. EMBEDMENT N p T,I'P. EXTERIOR SHEATHING ATTACHI"IENT 6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER A. PRE-ENGINEERED WOOD TRUSSES HALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUTS FL1.18H WITH GRAPE. U FOR SHEAR AND UPLIFT FLORIDA BUILDING CODE 2001 C TRUSS MANUFACTURER HALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL IU NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, HORZ. REINFORCING VERT. RE INE. ( O.S.B. T O BE STRUCTURAL GRADE) PRIOR TO FABRICATION. RIDGES. I. GARAGE POOR (o' HOOK CONNECTORS FROM PLATE TO STUD TO PLATE A. ENGINEERED FOR 120 MPH WIND ®3 SEC, GUST. 12I SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FLORIDA IN GROUTED PLUMBING CODE CURRENT EDITION- B. DETAIL To BE SUPPLIED BY GARAGE DOOR SUPPLIER CELL ARE NOT REaUIRED EXCEPT AT OPENINGS C. DETAIL TO BE ATTACHED TO PEF411T PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM To FLORIDA BUILDING CODE 8. ASPHALT SHINGLES 2001. If ' #ad GUN NAILS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 .11.1 ell:X � � � � �� + ION B. SHINGLE STANDARD ASTM p-225, UNDERLAYMENT 70 BE ASTM p-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. / \F T cr) 0 12 " O.G. IN FIELD F O U N ATI O N NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE _ U1 CLEANOUT REa'D BLOCK NOTES cv -1. FOUNDATION DESIGN BASED' ON 2000 P.S.F. MIN. ALLOWABLE BEARING '•' . '' •'' " ° FOR GROUT L IFT Q PRESSURE. I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT > 5 F'T. UNLESS POURED LENTIL - 2. ALL CONCRETE WORK SHALL. BE IN ACCORDANCE WITH ACI 301 AND AVE A E 'AI ACCORDANCE COMMPRE6SIVE S RENGHT OF IWO PSI. D HALL SHOP DRAWINGS WITH ACI 31'5. SHOP DRAWINGS SHALL BE SUBMITTED MORTAR HORZ. REINFORCING z (X FOOTING DWL IS 01. CONT. (TYP) z U TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. u HOOK } NOT RI=aID• ci TL ACCESSORIES 3. CONCRETE 28 DAY STRENG,HT SHALL BE 2500 PSI W/ 3/4' MAXIMUM ME1.AJOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE - AGGREGATE FOLLOWING: HORIZONl AL/VERTICAL REINFORCINCx cal a SIDES- A. AS A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. U PRE -GAST HDR. 2Xro GARAGE DOOR BUCK W/ `4 4. ALL SLABS SHALL BE MIN.:3 1/2' THICK CONCRETE OVER 6 MIL VAPOR B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANGHORB. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. G. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. (3) I/2 "Xi5" ANCHOR BOLTS # @ t�� !/ 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT 2. METAL PLACES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED O "Oa orC3) I/211Xg° J-BOLTS T1'P. FLOOR DECKING SHALL BE 05 DOWEL BARS IW/ A 6' HOOK PER DOWEL PLAN LAYOUT. DIRECTLY to THE WEATHER OR SUBJECT To SALT CORROSION SHALL ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO BE STAINLESS STEEL DIPPED GALVANIZED MEETING THE n REQUIREMENTS OF ASTM M A90. ro EMBEDMENT MIN. ATTAGHI„IENT TO FLOOR JOIST HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MASONRY WORK, GENERAL: S" CMU FILLED W/ 2n X2n X1/8 WASHER AND 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD I. ALL MORTAR JOINTS FOR HOLLOW MA60RY UNITS SHALL EXTEND THE a- NUT SPACED EVENLY FROM EA. SHEET TO BE CLUED AT ALL FRAME SHEAR WALL OPENINGS AND SHALL BE I/2'x5' W/ VxVxl/8' FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY CELL (TYP.) a AT 3' O.G. STARTING AT 5' OFF EACH CORNER MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. FLOOR TO GARAGE DOOR NDR. EXPOSED JOIST 2. BED AND HEAD JOINTS HALL BE 3/8' THICK. I. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. IN JOINTS PRIOR TO FILLING. ROOF LIVE LOAD: 20 PSF WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT I -2Xro PT BLOGK 6 CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' O.G. S. FOOTING REINFORCING SHALL BE 2-05 REBARS I -STORY, REINFORCING STEEL, GENERAL: DOOR HEADER W/(1) 3«-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND I. REINFORCING STEEL SHALL BE No. 5 BARS. (1) 1/2 "XS" ANCHOR BOLTS CORNERS. USE CORNER 5AR6 OR BEND RE 3AR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3.Or (1) 1/2 "X8" J -BOLTS MINIMUM OF 25. CE 4. REINFORCING THS EE. HALL BE MINIMUM5HAL.L BE A MINIMUM�GRADE 40 D IDENTIFIED, i 9. ALL FOOTINGS ELEVATION (MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, A61 I, OR 06. ro EMBEDMENT FINISH GRADE W/ 2 X2u X1/5 WASHER AND NUT 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE SUB/DIV I LOT# MONOLITHIC BLOCK DETAILS NOTES DATE: 2 /18 /0 3 SCALE: V4'=1'-0' SHEET Di OF 4 2X4 SUB -BAND 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND Q CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (5EE TRU55 PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM 2X6 SUB-BANp a FEILD STREAM FOR CONNECTOR) FEILD STREAM LAKE 15-E3A CYPRESS HEAD 2Xro SUB-BANp la 2Xro SUB -BAND FIRST TWO S ALOMA WOODS LAKE KEHOE,CYPRESS HEAP —ROOF TRUSSES LAKE KEHOE,CYPRE5S HEAD METAL LATH WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" 055 OR -1/S" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE — 1/1ro" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION R-19 INSULATION OR 1/2" PLY. W/ 15# FELT 7/16" OSB. SHEATHING FIBERGLASS SHINGLES _ ON #15 FELT OVER OR 1/2" PLY. 1/16 OSB. SHEATHING 1 t0 ' T GLUED WOOD 2X4(GONT.) HURRICANE STRAPS METAL DRIP EDGE SEE TRU55 ENG. -� ROOF TRUSSES (SEE TRUSS PLAN FOR PROPER 24" O.C. 4 NAILED FOR CONNECTOR) 1/2" CLG. BOARD � TEXT. P 2X4 DOUBLE PLATE (TY METAL DRIP EDGE EMBEDDED .) 2X4 SPF STIFFBACK AT BRACING O C1�5 CONY. ALUM. FINISHED VENTED SOFFIT LL UPRIGHTS OVER 4'-10° LINTEL STRAP IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 01 1/2CLG BOARD 4 TEXT. 1/0" TEXTURED FIN15H 8 ° ° 1 LINTEL BLOCK FILLED '' 1/2 DALUM. WINDOW [DRYWALL OVER 15 FELT OVER SEE FLR./ELEV FOR DES. WOOD 5A5E (TYP.) -(/Iro" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED PRE -CAST LINTEL �O /8"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD /- - FIN15H FELT BARRIER OVER GLUED 4 NAILED R 1/2" PLY. ALUM. WINDOW -1/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FROM 2nd FLR. LINE) FLOOR J015T/FLOOR TRUSS 2X PLATE SECURE — 2X4 RE-FORGEMENT (CONT.) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2 CLG. BOARD TEXT. TWO STOR-1' PRE -CAST SILL FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) mm 2X4 NAILER (CONY.) TRUSS 1/2 DRYWALL OR MSTA-24 24" O.G. MAX SEE t PLAN L. a" cMU R-4.2 INSULATION O C1)"5 CONY. FOR NDR SIZE HETA-I& IX2 FURRING STRIPS /� BAND DETAIL. 1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW 3/4 TEXTURED FINISH 1/4" WOOD BASE 8" LINTEL BLOCK FILLED ° ° 11 1/2" DRYWALL SEE FAR: �� SNE4TDNC SILL WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER O o FELT BARRIER PRE -FAB TRUSS ALUM. WINDOW FLOOR JOIST/ "X6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD TEXT. OR FIBER MESH �RFRAME TPLP S 5P_4 32" O_C. '� STUD 2X4 DBL. TOP PLAN o REINFORCEMENT PRE -CAST SILL LONG. SLAB OVER CLEAN, HETA-16"o 32' 0. C. MAX 1/2" CLG. BOARD 4 TEXT _. 1/2" DRrWALL COMPACT,TERMITE TREATED O (l)#5 CONT. B SOIL OVER ro MIL VIS. VAPOR LINTEL BLO2X4 WOOD STUDS } } _ - allCMU BARRIEiR,W/(ox(o #10 WWM 0" CK 0 ut 1 4 2 #5 CONY. IX2 FURRING STRIPS 0 2X4 CONT. STRE55 1(o O.C. O (FILLED) TEXTURED FINISH 1/4" ° ° 1/2" DRYWALL BLOCKING MID -WALL WOOD BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE O Q QO 5P - 4 32" O.C. 0 STUD 1 /2 "X9" A.B. 32 " O.G. z [k SEE FLR./ELEV FOR DES. (WHEN UPLIFT�� T1'P. WALL SECTION - � � SILL �° EMBEDMENT O O WOOD B5E (TYP.) Z I-��°x�° #10 W.W.M. PRE -CAST SILL -- ,ACONC. SLAB „ Z fk 3 #5's CONT OR FIBER MESH CONC. 5LA5 2 #S's CONT. 4 4 w z L" RE INFORCEMENT } Y } S" CMU 6 MIL VIS N 0 �0 1 _g VAPOR BARRIER fN�"M�'f�fi` ��,4�'ING TEXTURED FINISH 1/4 ASPHALT SHINGLES OVER T-j=, WALL SECT ION NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON �i/16" B O S (3DO NOT INSTALL CONNECTORS. 2 "X4" BLOCKING2 1-0 <1 SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 -STORM' 2� v METAL DRIP EDGE �- 4'-0" O.G. MAX Y- �"X(o" #10 W.W.M. 2X4 DBL TOP PLATE 2X4 SUB-BANp � O O REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM ROOF FRAMING W/ CONNECTORS z (Y 2X�o 5UB-BAND a FOR PROPER ul Z BRACING (SEE TRU55 PLAN) } T } (3) 05's CONT. LAKE KEHOE,CYPRESS HEAD = 0 = 0 ALOMA WOODS ROOF TRUSSES a DBL. TOP PLATE `�' O m o WRAPPED/ALUM FINISHED FASCIA 24" O.G.I/2" DRY WALL ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FfF, FLOOR BLOCK 2X4 SPF 5TIFFBACK AT SECOND FLOOR FRAME �/1� 0.5. ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) Va" TEXTURED FINISH OVER 15#FELT OVER � 1/2 CLG. BOARD 4 TEXT. PRE-FAB TRU55 2X4 PT. I/2" CLG. BOARD TEXT. TEXTURED FINISH -1/16" O.S.B. SHEATHING 2X4 NAILER CONY �' " P OR 1/2" PLY. x (2) LAYERS 1/16 SP-4 32" O.G. STUD 2X4 DBL. TOP PLATE AT AOVED rtYTA 1/2" X 9" A.B W/ O.S.B.5ECURE EA, LAYER LATH R E :..tV. MIN. � EMBEDMENT 2x4 P.T. PLATE W/ ° W/2 Sd,s V-12" O.C. -�.•.- HDR. STUD(5)/JACK(S) 1/2" DR T WALL OF 15 FELT :y 2" DIA. WASHER 1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS � #52R BAR CONY. MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 FULL LENGTH STUD(5)/ 2X4 CONT. 5TRE55 '�l�o" O.C. 1 /2 D T 32" o. C. 32" O.C.MAX STUD TO HDR. SECURE TRUSS TO 2X6 W/ KING STUD(S) 5P-4 BLOCKING MID -WALL TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR fi:} �..,.; 2 � 6 -S CONC. FILLED LINTEL .'•.,,:..� PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)#5 ROD GLUED 4 NAILED 411 O. C. -a EDGE 6" O. C. v IN FEILD ''� �a"''• 8° cm u FLR. J5T. SIZE 5EE FRAME PLAN; TEXTURE FINISH IX2 P.t. FURRING STRIPS SHEATHING OVER 2X4' R-4.2' INSULATION NAIL PER SCHEDULE 2nd FLR. 5TUD TO 1/2" CLG. BOARD 4 TEXT. 16t FLR. STUD 2X4 DBL. TOP PLATE WOOD FRAME TO BL< 1/2" G`)RYWALL — _ _ — -�= _ — — _ _ =I MSTA-3�o 32" O.C. 1/2" DRi'WALL 2X4 WOOD STUDS I I I I I I 2X4 CONT. STRESS Q1KJ" O.C. WOOD BASE I I I I I I BLOCKING MID -WALL II II 2X4 PT. PLATE NAIL PER SCHEDULE/ x I II II SP-4 32" O.G. a STUD 1/2"X9" A.B. 32" O.C. 0 p I I I I I BOLT PER FND. PLAN MIN. 6" EMBEDMENT Z D O)7777 6 "X(0#10 W.W.M. z = 0 o OR Ff15ER MESH CONC. SLAB 4„ 4 B 2X4 COLLAR TIE /-2X(5 RIDGE } 0 REINFORCEMENT T1'P EXTERIOR OPENING IN FRAME 3 #5 s CONT. 1 8 = EVERY OTHER RAFTER % w z � 2Xh RAFTS 0(K 0 C) } 0 no 2 #5 CONT. 0 m T'*T'i=. UJALL SECTION 2-12d EVERY TRUSS 1NT`ER10R BARING WALL IX(o NAILER 3-12d RAFTS 3-126 TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1/10" O.S.B. OR 1/2" PLY. 1) 1 NAILER -12d EVERY TRUSS -SToR�1' �GABL_ � 1 INII UM WALL AND BEADPR CONS. FRAMING STUD R OLU I R M NTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-o" TO S'-m' 4'-I1 1/2' l'-I1 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 MONOLITHIC BLOCK DETAILS & NOTES DATE: 2/20/03 SCALE: V4'■1'-®' SHEET D 2 OP' 4 0 # 1000 UFL IFT S IMPSOM MTS-12 111/1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL I T (2)5IMPSOM MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E UJ/1 IOd TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -RUSS FIN15H m LANDING: 3 5OND BEAM TAP CONS MIN. 2" COVER 2" APART TR,USS ANC�40F� [DETAIL_=FETfP,OFIT 9" MIN_ LESS THAN 10' REQUIRES 1' N051NG FINISH m LANDING 3/4' PLYWOOD F.F. 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 3/6" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRA51OA5I L I TY WINDERS- MIN. 6' WIDE m NARROW END MIN. 11' U11DTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4' PLYWOOD 2X12 TREAD GUT TO FIT ,— 1X8 R15ER LESS THAN 4# TYP. II II II BETWEEN SPINDLES IX2 PT.TOP OF BOX 4 r D5L. TOP PLATE 5P4 OR H-5 TOP PLATE TO bTUDb 2X4 STUD 2'-C' ASV. 10'-0' LEVEL TO ROOF OR 2'-0' ASV. HIGHEST RIDGE WITHIN 2'-0' * "1/I6' OR 15/32' O.S.B. W/7/8' TEXTURED '' 10'-011 FINISHED OVER GALVINIZED METAL _ — — — PAPER BACK LATH FRAMED CRICKET SIMPSON H-5 (MIN-) s 2X4 TO TRUSS HANL 1/2" G IX NOSING TYP. m � r STAIfP, SECTION DETAILS PRE. ENG. TRUSS C; 4 I I I `1 r I DETAILS SIMPSON H-5 (MIN.) a 2X4 TO TRUSS k2X4fFLATE-\ SECTION PRE. ENG. TRUE 1X2 PT.TOP OF DBL. TOP PLA 1/16" OR 15/32' W!1/8' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK I. CRICKET 2'-5-1/2" FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ASV. 12" z z � �4 36" MIN. FIN15H STAID UJINIDEfR DETAIL ASPHALT SHINGLES OVER " 15 FELT ON -1/16' O.S.B. (2) 2X4 "2 ND SYP DIAGONAIL BRACE U1/ 3-12d m EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU65E6 1 2X4 BLOCKING FIRST 2 BAYS (2) Imd AILS EA END TO TRUSS 2X4 5YP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' 055 SHEATHING U,SC- 6d NAILS AT 4' cc. EDGE 4 6' Oz. FIELD 2Xro PT. PLATE BOLT UJ/ 1/2'X9 A.B. COMMON (W/ 2' DIA. UTASFIERS) m 32" O.C. MAX. 1/2" Cl-G. BOARD TRU55 24' O c. NAIL CONT. RAT RUN TO INSULATION TRUSS UJ/ (2) 12d m EA. TRUSS R-19 MIN. 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 (I 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) A L3E ENED CIROSS 5fRAGINGz 1-STOfR�' 2X4 SECURE TO 2X4 BLK 111/2-12d _ SECURE TQ BLK W/ META-16 2X4X�4' SECURE TO TRU55 W/ 3-12d 6'-8' O.C. MAX TYP. 2x4 BLK 5ECUFZE THRU TRU55 W/3-12de `PER ENG'D TRUSS 24' O.C. MAX r-0"1 2' -0" 21-0" EXTENSION e OFT SERVICE Diz. N.T.S. METAL LATH 1/16" 055 OR TEXTURED -1/16" OSE3 OR- 1/2 " PLYWOOD FINISH 1/2" PLYWOOD W/ 15" FELT W/ 15# FELT 2X6 (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. lill META-16 JOINT OVERLAP CAULK SIMPSON CMU'S HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO 5TORY TWO STORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING (2) 2X4 *2 ND 5YP DIAGONAIL BRACE— UJ/ 3-12d m EA TRU55 ( DIAGONAIL BRACE TO COVER 5-TRU6SE6 2X4 BLOCKING FIRST 2 PAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' 055 SHEATHING USE 8d NAILS At I An 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG OR SIMPSON HTC-4 ® 32' O.C. MAX SHEATHING NAILING TO 5E 6'-V OZ. IN FIELD 4' O.C.eALL EDGES W/8d NAILS 0 15 FELT ON 1/16' O.S.B. 1/2' CLG. BOARD �COMMOM TRUSS 24" o.c. NAIL CONT. RAT RUN' INSULATION TRUSS UJ/ (2) 12d m EA. TRUS5 R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 BTM. PLATE iUB-FLOOR MAILED HETA-16' FLR J5T TO BLK � �FLR TRUSS 1-S RE BAR GONT. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-O" (3) 'X' BRACE (1 'X' BRACE 1@ CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) ,4 L E END CROSS f;,:'/4C INe 2 = STOF,:"'' v/ SUB/DIV MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 2/18/03 SCiAT: V4101'-01 SHEET D 3 OF 4 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN SIZE r 2 X 4: MIN EMBEDMENT 1 1/ ') SECURE TO BLOCK 8' FROM EACH END AND IS' W/3/16' TAPCONS OR DRIVE O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 2 X 4 (MIN 2 X 3) 1-3/1ro TAPCON 2 X ro (MIN 2 X 3) 2-3/Iro TAPCON MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 5IZE.145 WITHIN 8' OF EACH END d MIN HEAD 51ZE 300 MIN HEAD SIZE 300 18" O.G. MAX. SPACING. MIN EMBEDMENT I I/4') IEMBEDMENT I I/4') 2 X 6: 8' FROM EACH END AND IS' PRECAST HEADER(MIN) 8' FROM EACH END AND S SECURE TO BLOCK O.G. MAX. MIN 1-1/4' EMBEDMENT O.C. MAX. MIN 1- 1/4' EMBEDMENT W/2-3/16' TAPCONS OR DRIVE 2 X ro (MIN 2 X 3) 2-3/16 TAPCON 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EXISTING BLK ASV. PIN (MIN SHANK 51ZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN OR DRIVE PIN (MIN SHANK SfZE.l45 1/4' TEXTURED FINISH MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") MIN HEAD SIZE 300 Iro' HIEGHT. MIN HEAD SIZE .300 /8" TEXTURED FINISH WITHIN 8' OF EACH END d MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') 7/16' OSB SHEATHING 18' D.C. MAX. SPACING. 8' FROM EACH END AND IS' 8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) O.C. MAX. MIN I-1/4' EMBEDMENT O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.) 2 X 8: 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK S1ZE.145 -1/I�o' OSB SHEATHING 1/4' TEMPERED MASONITE 2 X SOLID BLK'G e ARCH SECURE W/2-12d EACH END SECURE TO BLOCK W/2-3/16" TAPCONS OR DRIVE 8" GMU _ 1/2' DRYWALL I'X4' OR I'X2" P.T. NAILER MIN HEAD SIZE .300 GLUE E NAIL W/Sd'S 8"-12' O.C. ATTACHMENT PER MANUFACTOR'S SPEG'S. PIN (MIN SHANK 6IZE.145 MIN EMBEDMENT I I/4') 2X4 BLOCKS MTL WpW FRAME MIN HEAD SIZE .300 DOOR CASING S' FROM EACH END AND IS' ° MIN EMBEDMENT 1 1/4') O.C. MAX. MIN 1- 1/4' EMBEDMENT CMU WALL NOTE: NO GAP WpW FRAME WITHIN 8' OF EACH END t 18" O.C. MAX. SPACING. NOTE : SHIM AS NEEDED TO EXCEED 1/4" DOOR JAMB TO PLUMB JAMB ATTACH TO 2 X DO NOT EXECED 1/4'. {C� �4 A fRC I UJA� DETAIL l ( 11 AND � NID l lJ A�Ck41 1 IA� NAIL GUTALUA PER MANUFACTOR'S DETAILS. j I I lam} I J At*41 5 TO 5LOC< 1=1 /_211 + 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE 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' f/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN 16' HIEGHT. SECURE 2 X RIP TO FIT �/16" OSB SHEATHING 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON W/2-12dS ra 8' O_C. MAX. 1X4 P.T. OR .5/4' X 4' MIN. OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 lro' O.G. MAX.(WHEN OVER 16' IN HfEGHT.) SECURE THUR FRAME AND EXTEND I-I/4' INTO BLOCK MIN HEAD SIZE 300 2 X 4 (WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE MIN EMBEDMENT 1 1/4') 2 X SOLID BLK'G g ARCH PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18° SECURE UJ/2-1201 EACH END MIN HEAD SIZE 300 1/2' DRYWALL O.C. MAX. MIN 1-1/4" EMBEDMENT �/16' OSB SHEATHING MIN EMBEDMENT 1 1/4') 8' CMU-- I'X4' OR 1'X2" P.T. NAILER 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) ATTACHMENT PER MANUFACTOR'S SPECS. REFER TO MANUFACTURING DETAILS FOR SPACING. - - OR DRIVE PIN (MIN SHANK 51ZE.145 MTL WDW FRAME DOOR CASING MIN HEAD SIZE 300 2X4 BLOCKS NOTE: NO GAP 6 WDW FRAME NOTE: MIN EMBEDMENT 1 I/4"J -- CMU WALL TO EXCEED 1/4' SHIM AS NEEDED 8' FROM EACH END AND 18' DOOR JAMB TO PLUMB JAMB O.C. MAX. MIN 1- 1/4' EMBEDMENT j � � � I � � � � � � j � � � � � I DO NOT EXECED / . 0 AfP-,CHUUA"� DETAIL 1(o11 AND OF D00 JA115 TO E3L0C< 3/4 0 �/4. DBL. TOP PLATE B DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X4 lb'O.C. MAX. 2X4 Iro" O.C. MAX. SECURE 2X4 t0 WOOD W/2 -12 cl s 6"-8' O.G. STAGGERED SECURE 2X4 TO WOOD W/2-12d a 6"-8' O.C. STAGGERED ,• BT. PLATE � BT. PLATE SECURE 2X4 W/2-3/lro' TAPCONS ° OR DRI)VE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 SECURE 2X4 W/2-3/16' TAPCONS AFPCHWA-T� MIN EMBEDMENT 1 I/49 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8" OF EACH END NOT TO MIN HEAD SIZE 300 EXCEED IS' O.CMAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4") SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO MIN. 2-126 PER BLK. EA. END 1/2' PLYWOOD EXCEED la" O.cMAX. OR 1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING, W/ 1/2" PLYWOOD MIN. 2-12d PER BLK. EA. END OR-1/Iro' O.S.B. T f 0fP,, A CHUJA"� W/WIN[DOW W7, SUB/DIV col I I rj� MONOLITHIC BLOCK DETAILS NOTES DATE: 2/18/03 SCALE: V4'■l'-O' SHEET ID4OF 4 10 f. CONOf-r NA OA-LEIS --ocos "Nj-f;A I'As VIO L of TNT F. 0 P, Al c V-V pf \JIQLJ� OF v film U