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Home My WebLink About330 Lusitano Way (2)PERMIT ADDRESS CONTRACTOR PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE e d d SUBDIVISIONV v6s cn OZ PERMIT # 7 DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE I DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- RESIDENTIAL - GROUP R • CONSTRUCTION TYPE - VI • 2-STORY RESIDENCE: BLDG HGT 23'-6" SPECIFIC PARAMETERS FROM 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) 20011 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 IFBC, SECTION .4'1606, 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 C SLEEPING AREA 30PSF LIVE 1OPSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 10PSF 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)= 1210 D. INTERNAL PRESSURE CO-EFFICENT==+ .18 E. BUILDING CATEGORY=B, USE IMPORUANCE 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 TREjATED) 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.G,UST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUMACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMPf PACKAGE BY BUILDER INDEX: PG Cl—COVER PAGE. PG 1—FOUNDATION DOWEL PLAN PG 1A—LINTEL SCHEDULE PG 1 B —WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION"A" PG 313—ELEVATION"B' PG 4A—TRUSS „ PLAN"A',' PG 4B—TRUSS PLAN"B" PG 5—ELECTRICAL PLAN PG 6 OPTIONS PAGE PG 6A OPTIONS PAGE PG DI—FND DETAILS/GENERIAL NOTES PG D2—CROSS SECTIONS PG D3—MICS DETAILS PG D4—MICS DETAILS 0 2289col TON ° www. drhorton. com CBC055300 PERMIT +( 6250 Hazeltine National drive Orlando, :32822 Te1= (407) 857-9101 Fax (407) 857-9228 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BAKERS CROSSING LOT #92 PHASE #2 MODEL: 99 2289- L" BLOCK 9'4"BRG COVER PAGE DATE: 8 /12 /0 3 SCAT : 1/41 5I'-0' SKEET C 1 OF 6 l I z A. 32'-411 KJ Cl 2 1 I _ Q II I" -411 40' - 011 3'-�O" 4'-011 18'-1" 12'-0" 21_511 177 —4 1/211 2'- 10" I, 211 -01' I t g . 4 f " Mfu`WEL LAYOUT ,T 3 1/2' CONG. SLAB O W/ DOOR OPTION II I — — — -j J 2ND STORY FTC-; I I = I I m -I-- — — — — = �rT (�1 REG. 3/4" I 13 EXTEND SLAPkI D1 o �I Q 1-1/2 " UJ/OPT. I �, DOOR _1 ■ 9'-2" I 14'-011 CENTER OF 2X4 WALL ( 24 RECESS 13 SHOWER I _ -31/2" J ' N 1 - �_--- ---------- N I 12 1 _ 5 J O 1A) n U w } Q tL I IOP I I OPT. �Gy► z � [1 nZ-4 0 u 1_ > OQ < lZl1Q—O ■ Lp I JL �� } IT O I n�u I 5 �� Q N = CD 1 N� w�Q �� °° = x'oz LLI m -3 1/2— WN. IN ,CONE). SAr=E 81 PA N 3' = 2 " c{1 / 111 Q I III Cl ■ REC. 3/4" 4 EXTEND SLAB -1 1-1/2' W/OPT_ r r DOOR D1 I 24"X24"X12" CONC. PAD W/3-*5 BARS E.W. (ON CHAIRS) MIN. 3' COVER 1 G -4 1/2" 1 N L- 1/ SLAB I I/211 31_2" 1_gll �11 i ■ 3 Ia .. CC// ■ �, CONC. ■ I SLAB -3 /2' I ■ u V-1011 1- STORY FTC 3 NG. 1/2" coNc. SLAB ■ ■ Dl 1 I D1 I l�'-10" I ■ 0'-0" ELEV. FIN. CONC. SLAB 1 D1 ■ 211-3" r--1 13 1 OPT. LII ISLAND f♦-- z 1 1 �I - II RANGE OPT. I II F — — -I ■ REF. I II I I 1 I ••7 ■ STEM CHASE DN. FROM 2X4 WALL TYP. D1 3 1/2" CONC. REINFORCED I ■ W/(o "X6 " #10/10 WWM ON 6 -MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE, (RECRUIT 11 SYSTEM) D1 1 0'-011 ELEV. O FIN. CONC. SLAB I ■ EXTEN Dl — — TYP. ■ 24'X24"X12" CONC. PAD 2'-4" W/3-*5 BARS E.W. (ON CHAIRS) l0 -0 MIN. 3' COVER (2) TYP_ I91-QII 51-411 151 9' - 4'1 1 31 - 011 Ili -all 40' - 011 FOUNDATION PLAN BAKERS CROSSING LOT #92 ?HASE #'o' 99 MODEL: 2289- L99 BLOCK 99499BRG FOUNDATION DOWEL PLAN DATE: 8 /12 /0 3 SCAZE: 1/48mr-0' SHEET 1 0r CD a 3 i " 3 ' lx 9 s l� 1. lr' at 1: i i � j� iII BzI;, 1 z` 4; 3 9 r ' k 1� k r r a k v1- ELEV"5" (2) 26-5H L-7 LJNTEL SCHEDULE. L-1 PRE -CAST____ I �I �I Q L-2 L-3 Oe//'� 25-SH 25-SH IN3-aH L-11 :RE - CAST ____ �I ' SAFE LOAD TAPLE NOTES ¥ � MATERIALS GENERAL NOTESI 1. All values based on minimum 4' bearing. Exception: Safe loads For unfilled t< I. F'c precast lintels 3500 psi. 1. Provide full mortar head 'sand bed joints. 2. Shore Filled lintels as requuired. lintels must be reduced by 20q if bearing length is less than 6-I/2'. Safe loads For all recessed Iintela based on 8' nominal bearing. i; 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ 3. Installation of lintel must ccomply with the architectural and/or structural drawings. 4. Lintele are manufactured wiith 5-1/2 long notches at the ends to accommodate 2. N.R = Not Rated. 3. Safe loads are total superimposed allowable load on the section epeclf'led. minimum net area compressive strength = 1900 pal. vertical cell reinforcing arnd grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L/360 vertical deFlection, except lintels Il'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing E Field rebar per A5TM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade longer with a nominal heigl-ht of 8' meet or exceed L/180. 6. Bottom Field added rebanr to be located at the bottom of the lintel cavity. addlonal reinforced masonry above the precast lintel. 6. One wl rebar may be substituted for two "5 rebars in 8' lintels only. I 210 low relaxation. 1. 1/32 wire per AS A510. 1. 1/32' diameter wire atirrupee are welded to the bottom steel For mechanical anchorage. 8. Gast -in lace concrete mea be provided in composite lintel lieu o masonry u p y p p lin in It F concrete ma n y nits. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum restating moment and shear at d-away from the face of support. 8. Mortar per ASTM C210 type M or S. 9. Safe load ratings based con rational design analpla per ACI 318 and AGI 530 8. For composite lintel heights not shown, use Safe load from next lower height. 9. All safe loads in unite of pounds per linear foot. COVERED PORCH LINTEL SCHEDULE OPT.COVERED PORCH • 0 8F8-m5/1T e PRE-CAST- Id 6ID 8068 s.�.o. 1 IBM■■ ■ ■ ■ ■ ■ ■ 8F28-08/1T A.ST- RETt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENT& L 1 2'-10, 8F16-051iT L 2 4'-6" SF16-05/1T L 3 4'-6" Wlio-05/17` L 4 9'-4' SF28-15AT L 5 4'-6" 8F28-I5/IT L 6 5'-I0" SF28-05AT L 1 -i'-0 &F8-05/1T L 8 1-f' -4" &F16 -15AT L 9 -1'-6" &F&-15/IT L 10 13'-41 &F8-15/IT L 11 13'-4" &F8-15/IT L 12 13'-4" &F&-IB/IT L 13 -1'-6" 8F&-1B/IT TYPE DE51GNATiON F - FILLED WITH GROUT / U - UNFILLED QUANTITY OF 05 REBAR AT F r BOTTOM OF LINTEL CAVITY OR& - BAT NOMINAL WIDTH J L QUANTITY OF 05 NOMINAL HEIGHT-]REBAR AT TOP 05 REBAR AT TOP MIN. (1) REQ'D 1-1/2' CLEAR [U ° ; r C.M.U. I.S.. r . GROUT z 05 REBAR AT 50TTOM • • OF LINTEL CAVITY BOTTOM REINFORCING 1-5/B'ACTIIAL PROVIDED IN LINTEL (VARIES) 8' NOMINAL WIDTH SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY LENGTH TYPE SUS 8F8-05 8FI2-0R4(bae 0- 24-0 28-0 -015 aFa-1B SF12-18 8> 20-1B 8F24-1S BF28-IB 81 32-IB 2'-10"l34"J PRECAST 2302 3166 4413 1526 13004 10412 11936 3166 4413 1526 9004 10412 11936 3'-6' (42') PRECAST 2302 3135 3311 6001 1315 5630 9941 4413 1526 9004 10412 IIS36 4'-O' (48') PREGAST 2022325 2496 4438 5410 6384 1355 2646 4413 6039 1526 5004 10412 11936 4'-ro' (EW) PRECAST 1651 Mal IS13 2651 3403 4149 48136 5644 2110 4021 60313 1526 S004 10412 96,68 5'-4" (649 PRECAST 1184. 1223 1301 1809 2311 2826 3336 3546 1665 2889 5051 6096 5400 6424 1450 5'-10'(10') PRECAST 912 1000 1059 1414 1869 2304 1 2121 3131 1459 2464 4144 5458 4431 1 5280 6122 V-6' (169 PRECAST 931 1255 2101 1 3263 2146 3355 3911 4585 1255 2101 3396 5260 1134 8995 6890 (g0') PRECAST 16 1 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4' (112') PRECAST 5-13 632 104E 1469 1210 1482 1154 2021 168 1212 1815 2544 346E 4030 3121 0-W026") PRECAST 456 482 B02 1125 515 1122 1328 1535 658 1025 1514 20131 2114 3130 2404 ll'-4' (136') PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0"(144") PRECAST 414 545 864 1254 ]rose 2014 1510 Isla 555 864 1254 1693 2211 2832 3590 l3'-4' (160') PRECAST 362 42l 1261510 1331 ]635 1224 1418 485 145 1438 1855 2343 2920 l4'-O'(1669 PRECAST 338 381 645 1190 1462 1081 1260 455 100 1335 1114 2153 2666 PRESTRESSED NR NR NRNR NR NR NR 465 l65 2045 2610 3155 3165 15'-4' C184'J PRESTRESSED N.R NR NR NR NR NR NR 420 695 1855 2310 2890 3410 I1'-4* N.R. NR NR NR NR NR NR 310 530 1400 1800 2200 2600 19'-4'(2329 PRESTRESSED NR NR NR NR NR NR NR 240 400 1090 1400 1120 2030 21'-4' (2569 PRESTRESSED N R NR NR NR NR NR NR 183 330 940 1340 1180 2110 22'-O'(264')PRESTRESSED N.R.NR NR NR NR NR NR 160 300 ale 1250 1660 1910 24'-Or286') PRESTRE55E N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL TYP LENGTH 12-1T 16-IT 20-1 24-I 8F28-IT SF32-iT 8u8 8F8 IZ-Z7 16-2 0-2 24-2 8-2 8F32-2T 2'-10" (34") PRECAST 818 4101 5332 6569 1811 9055 2021 2021 184 3981 5190 6401 1630 8851 3'-6' (42') PRECAST 289 3260 4231 5219 6204 1192 1251 1251 120 2215 3165 4125 5091 6061 T034'-0'(48') PRECAST ess 2832 3680 4532 5381 62451338 938 925 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 162 2501 3251 4010 4161 5525 121 121 105 2435 3111 3913 46513 54065'-4" (64') PRECAST 484 2110 2141 3315 4010 4645 5O5 505 1393 1431 2050 2610 3293 3920 4549 5'-10'(10') PRECAST 1212• 1351 1930 2505 30&4 3665 4241 418 415 1212 1315 015 2441 3010 3583 4151 6'-6' (189 PRECAST 1141- 1200 1133 2250 2169 32130 3912 101 881 1141 1182 1684 21e2 2103 3216 3132 1'-6' (90')PRECAST / 959- 990 -912 1025 1415 1466 11314 1901 2354 2351 2191 2191 3240 3245 591 651 _ 9'-4' (112') PRECAST Sol" 612 SW1269 1560 1852 2144 454 630 801 155 1192 1550 1 No 2211 2634 lO'-6'(126") PRl=CAST 1160 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2358 11'-4' (136') PRECAST 666• 439 696 899 1104 1309 1515 363 556 666 535 '505 12W 1595 1896 21W 12' -0" (144") PRECAST (201• 400 631 816 1001 1186 1312 340 494 631 486 818 1209 1514 Mee 2086 13'-4' (16O') PRECAST 5004 340 532 686 841 99l 1153 302 398 513 409 652 1004 1361 1631 1551 14'-0'(168') PRECAST 458o 316 493 635 118 922 1065 286 360 548 318 629 922 1254 1561 1B16 14'-s' (116') PRESTRESSED 243 295 459 "1 124 861 990 N.R. 351 243 352 582 552 1156 1491 1142 15'-4' C184') PRESTRESSED 22a 215 430 5 53 roll 801 925 N R 321 228 329 542 191 1012 1381 1616 Il'-4' (208')F'RESTRESSED 155 236 361 464 56l 610 114 N.R. 255 188 216 44S 649 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 940 1160 21'-4' (2569PRESTRESSED 145 186 218 356 433 512 590 N.R. 112 142 212 336 411 635 801 993 22'-0'(2649PRESTRES6ED 140 180 268 343 418 493 568 N.R 161 131 205 322 451 601 111 941 24'-0'(2859 PRESTRESSED 121 165 244 312 380 441 1 515 N.R. 135 124 1 186 290 408 538 680 1 833 -r%=Ld r_ VA4.u=.O1 47ro f- T, -r--/ fir/ -- 1`i=- 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY LENGTH TYPE 6- 8RF10-mB Br�l4- 18- 8F>=22- 6- 8�3m-0B SW6-I5 OWIC-I5 OW14-I5 BWIB-15 OW22-18 ORF26-IB OW30-IB 4'-4' l52") PRECAST 1489 i591 1821 3053 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10518 4'-(o" (549 PRECAST 1351 1445 2182 2114 3600 4451 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' (68') PRECAST 185 832 1602 1550 2058 2566 3015 3585 1153 2162 4o14 6412 6516 5814 6839 5'-10' (10") PRECAST 135 119 1500 144a 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 (801)PREGA5T 901 boll 2933 2516 3223 3812 4522 822 901 1611 2933 4100 6130 6111 6101 1'-6' (90') PRECAST 665 161 1311 2252 1958 2461 2944 3439 164 1311 2329 3609 5492 1 6624 5132 (116') PRECAST 3-1 420 834 1253 1011 1342 1 1614 1886 535 928 1451 2119 2618 1 3595 2815 8" PRECAST W/ 2" RECESS DOOR U-LINTELS �. UPLIFT LATERAL TYPE LENGTH 8ra'F6-IT 8F�10-17 8RFI4-IT BFfle-IT 8Ff22-IT BF'�26-17 BFf30-I 8RU 8 -2T sW10-2 OW14-2T OW18-2T BRi:22-2 OW26-2 -2 SW30 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 40013 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8' (68") PRECAST 924- 1112 11,35 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10" 110°)PRECAST 5%* =lose 1138 1142 1690 2352 22813 2965 2891 3581 3491 4i98 4106 465 469 6'-8' (80') PRECAST 118 882 1513 2042 2513 3101 3642 830 1100 118 956 1468 Mal 2509 3035 3563 1'-6' (90') PRECAST rose 691 1325 1810 2280 2153 3221 110 94 688 845 1302 1162 2225 2690 3151 9'-B' (1169 PRECAST 533- 433 805 1123 1413 1104 1995 516 61 533 521 1005 1369 1128 2088 2450 'I¢vU',C YNLUG G 1 17m f WM tz�- emu, 1 1- - ILOT #92 PHASE #It< - MODEL: 99 2289- L99 BLOCK 9 499 B"G LINTEL SCHEDULE DATE: 8 /1l2 /0 3 I A OF 6 1ST FLOOR 3-0 DR W/ l 1 l 12" S.L. ELEV, A W1 HALF O RND 45OVE O52 'XV30" TRANS A5V. �i ( 2 ) 2ro-5H W/ARGHED TOP OELEV, B (2) 26-SH � O m COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL 1f SOUARE IFOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND I 3ID 3065 DR W/S-LITE 4 20.4/ -22.2 24.2/ -26.4 2 5 W/ HALF TRANS. A5V. 4 21.8/ -23.6 ELEV "A" 25.9/ -25.1 3 I1 52" X 30" TRANS. Ak3V. 4 21.1/ -23.5 ELEV "5" 25.8/ -20.ID 4 38 (2) 26-5H W/ARCHED TOP 4 2O.0/ -21.8 ELEV "A" 23.8/ -26.0 5 30 (2) 26-6H 4 20.0/ -21.8 ELEV "5" 23.0/ -26.0 6 24 35-SH 4 20.6/ -22.4 24.5/ -26.1 1 10 23-SH 4 21.0/ -23.6 25.9/ -20.1 S 54 0068 5GD 4 19.4/ -21.2 23.1/ -25.4 9 11 25-SH 4 21.1 / -22.9 25.1/ -21.3 10 11 25-SH 4 21.1 / -22.9 25.1/ -21.3 Il 1H3-SH e, 21.0/ -23.6 25.9/ -20.1 12 18 2868 DR 4 21.0/ -22.8 OPT. 24.9/ -2-1.1 13 112 GARArzE 16'-0 X 7'-0 5 18.3/ -22.4 14 32 (2) 3050-SH 4 20.0/ -21.8 23.0/ -26.0 15 16 25-SH 4 21.2/-23.0 25.2/-21.4 1(o 16 25-5H 4 21.2/-23.0 25.2/-21.4 1� I&o 3ID5ID-SH 5 21.2/-28. 0 25.2/-33.3 16 17 3ID5ID-SH 305O-5H ELEV, A 14 (2) 3050-SH W/ARGHED TOP ELEV,5 (2) 3050-SH 2ND FLOOR i BAKERS CROSSING LOT #92 PHASE #21 MODEL: 99 2 2 8 9 - L99 BLOCK 9'4"BRG LC WIND LOAD ALC ULATIO NS DATE: 8/12/03 SCALE: 1/41-11-01 SHEET I B 03F 6 Ln �r r I■ 9 -® 114'11 -01 3 CONC. SLAP — — _ W/ DOOR OPT. 0�IA\�'c0 EGfi�ESS o 1H3-SH wa I 1 OWNER'S I 0 % 1 0- } 1 SUITE �► I � � �O.BATH I (CARPET) ® V-0- GLIS. '� 1 1 3'-8" 2'-6" 2'-10" I 14'-411 I 2-0 BF. I I cn I 4-SH I `� -------- •o 0 25-SH EGRESS z MIRROR =0" O OWNERS BATH 1 12'-6° PATIO 9'-0" X 6-011 S06 S S.G.D. FAMILY ROOM VAULTED CLG. (GARPET) 13'-511 3'-311 KITCHEN i Cp IN 1GOND.� i I OPT. 2 -S DOOR W/ GONG. PAD 5�ag1� GARAGE a'-0° cLC�c. In V0 --- - o -----� � � I _ 1 DINING z 1 ROOM 1 VAULTED CLrz. c�l (CARPET) r 00 RAILING 00 00 LIVING 00 FOYER / ROOM 6' VAULTED GI-G. (GARPET) MT. tEMP.I LINE OF 2ND. FLR. ABOVE W/12" SIDELITE 16'-0' X 7'-0" O.H. W/36" HALF -' RND APOVE ------ ELEV, A -------- ------ ..... W/52"X30" (ELEV.-A) :;: TRANS AB (2) 26-51-1 EL E V, B ..iU: .... W/ARCHED TOP (ELEV.-P) 1'-411 2'-411 (2) 26-6H Ir -oil 41-1011 KJ Ig'-8" 5'-411 15'-0" -8" g'-411 13'-0° 40' - 0 11 , 1 1Milli! 0 �_ n O1/2 BATH ■■w■■ ■■■■■ ■■o■■ ■■■■■ _MENLai ®HALL BATH O OPT. BATH SQ.FT. CALC. S LIVING (15T.) LIVING (X).) TOT. LIVING ENTR)" GARAGE.415 1312 '312 2204 32 50. Sa. 50. e Q. SQ. FT, FT. F-T. FT, FT. PAT 10 54 SCE, FT. TOTAL 21 aF5 50. r 2) 3/4" PLYWOOD RIPS CIF NEEDED FOR SOLID NAILING) 12" LVL (3) 2 X 12 SYP STRINGERS 2 X 4 RE - INFORCING 3/4 TG UPPER RUN SUB FLOOR EA. 2 X 12 STRINGER SERCURE W/12d 6"-S" OC �LUEDNAILED 3/4" KICK PLATE 11 1/4" TREAD 3/4" TAG GLUED 4 NAILED. SUB FLOOR GLUED 4NAILED LOWER RUN (3) 2 X 12 SYP STRINGERS 2 X 4 RE-INFORCING 10 EA. 2 X 12 STRINGER SERCURE W/12d 6"-S" O.G. 23'-411 0 (2) 3/411 LYWOOD RIPS (IF 50IDNADL LIING) 2 X 4 RE-INFORCING m EA. 2 X 12 STRINGER SERCURE W/12d 6 "-S" O.G. \-(3) 2 X.12 SYP STRINGERS STAIRL�,DETAIL 11'-10" 11'-6" 3'-2" 305 -SH 3050-SH EGRESS EGRESS Cp ---------� 2ND. FLOOR PLAN BAKERS CROSSING LOT #92 PHASE #2 MODEL: 1 2289 L99 -'LOCK 7 477 BAG 2J' — — — — — — — — — — -- 1ST. FLR. 2ND. FLR. PLAN DATE: 8/12/03 SCALE: 1/4'=1'-®' SHEET 2 OF' 11'-4° oL BRCS. 1'-m 2ND FIN. FLR; BRC�� m'-m" 14, FIN. FLR O12 RAISED BANDS RICKET i \S) I'-m° m 1/8' TEXTUI�41:;, FINISH GALV. L-FLASHING 1/2'x8' A.B. 32' O.C. 2X6 LEDGER W/ (2) LB50 2X4 LEDGER a EITLI/ (2) L550 ABPHALT SHINGLES ON *15 FELT I 2 ON 1/16' 055 SHEATHING dl ON COVT. FRAME TRUSS 2'-0' PRE-ENGINNERED TRJ5 2X4 LEDGER W/ 1/2'x8' A$. 32' Or — BET IN W/ BIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 9' —m" 11 BRCx. I'—m" m'-m" A FIN. R 1., f PRE-ENG'D OS.Q.D. @) GABLE N.T.S. BRCx. FRONT ELEVATION ICKET 23'-6" BLDG HGT. BRCS. 13'-4" 9' -4" — — � gm„ 2ND FIN. i=LR. BRC-c. g _m \ i1'-m° SRC. 12 6 FIN. FLR. FIm. FLR\ TEXTURED FINISH d jIil 2ND FIN. FLR. — — 23'-4" — — — BRCx. Ilk tEXTURED _ I FIN15H I. I I OPT. DOOR m' -m" FIN. FLR. 111M W40N1111,11111 EXROWN11,11 "11, R ii OFF Rf DCsE VENT OFF RIDGE VENT c� u II II NRI II II tEXTURED OPT.II DooR II FINISH II II II II II II II II LEFT ELEVATION OFF RIDGE ANT RIGHT ELEVATION BRCx. 13'-4" BRCS. 9'-4" 2ND FIN. FLR. S'-mu BRCS. m'-m° FIN. F-R. BAKERS RO S S IN( LOT #92 'HASE # MODEL: 99 2 2 8 9— T 99 BLOCK 99 499 BRG ELEVATION z. A,JI DATE: 8/12/03 SCALE: 1/4' ■ N-m' / SHEET 3 A OF 6 I 4 I yr 'it � I HTS-20 J�QABI II II II I II II m 11 II MA 51 L LA C9 LE31 < <A HT5-20 51 A 0 Al 51 A13 1ST �=FLR A�STUD =TO� 2ND FLR STUD All MSTA-3(o 32' O.C. A BI f5i A 122 X 36 I ATTIC, I I ACCESS 51 A p f5i AIA E31 AIA 51 AIA AIA = = = = =— TRUSS TO 2ND FLR. f5l AIA LVLII 11 1/a 2 PLT, POST t*15TA-3(o POST —TO SLAB — 51 AIA LTT 20-5 f5i rL— E51 A2 A2 A2 15T FUR STUD TO 000,� 2ND FLR STUD ? 1-15TA-36 32" O.C. ,42 00— A2 ACx 45 n- F_ L 55 T-1 iL =4 ..... . . E ... 55GAE3 EGAE3 p (21'IETA-I(o 5LK. COL. TO 9'-4" CONTINUE W1 2X4 WALL W1 1/1 O.S.B.SHEATHING TO 5RG. SECURE TO 5L< W1 112"XV A.B. I4EArDER SPAN CHART SINGLE 5TOf;P,'T' AFFLICATION SIZE CLEAR SPAN D51_ 2X(o D15L 2X5 r_)5L 2XI0 1D5L 2XI2 UP TO 5'-4" 51-411 TO -11-011 1'-0' TO 10'-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN 5TAIfP,& 51ZE CLEAR SPAN D5L 2X(o D5L 2X8 DI5L 2XI0 P5L 2XI2 UP TO 5'-0" 51-011 TO 6l-411 (ol-411 TO 011-011 a'-o" AND OVER 4X4 PO5T=(2)2X4'8 NAILED WM412ol (o"-a" O.C_ STAGGERED 4X& FCBT=(3)2X4'5 NAILED WITH 126 ro"-V O.C. STAGGERED TRUSS PLAN * TRUSS HANGERS TO 5E 5UFFLIED 4ENG'D. 51r TRUSS CO. * FLOCF� JOIST TO 5L< SIMPSON HETA-I(o e END 4 EVER'►' 32" O.C. ON PARALLEL FLOOR JOIST. m It ca ff rr rT--r I W- T23 T23 T23 T23 T23 T23 T23 f2ff-_ T23 T23 TG2 3 Lr TGIS TI1B T F13— TI13 TI13 TI13 T19 T T19 TTI13 -------------------- ----- -------------- EXTERIOR MA50NR"r WALL 5RG. HEIGHTS .......................... 2X4 COLLAR TIE EVERT' OTHER RAFTER 2XRAFTER 2-12d EVERY TRUSS IX& NAILER--7 I&T FLR STUD TO 2ND FOR STUD MSTA-3ro 32" O.G. TRU55 TO POST (2) M5TA-3(o POST To SLAB MTT-205 18T FLR STUD TO 2ND FLR STUD MSTA-3(o 32" O.G. TRUSS TO POST (2) M6TA A-24 P05T TO SLAB MTT 25-5 = =c=1z1 IT-i RAMING PLAN A 2X RIDGE 3-12d RAFTER To NAILER illro 0.5.5. _/ IXO NAILER --/— OR 1/2" FLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL/VALLEY * GONNECTOR5 TO E3E 5IMf=50N U.N.O. * TRU55 TO 5L< META- I(o * TRUSS To WOOD MT5 - 12 C-.)5L. TOP PLATE D I (o 11 O.C. B. IN15H �LL KNEE WALL DETAIL@ENTRY � HIP DETAIL BAKERS ."-..ROSSING LOT #92 PHASE #12- MODEL: 2289-L" BLOCK 9 4" BRG TRUSS/ FRAMING PLAN DATE: E3/12/03 SCALE: 1/41211-01 SHEET 4A/BoF 6 4 A METER FIELD VERIFY �� fir- �lu7i IaCG t� I ST. FLR® ELEI'CTRICAL PLAN LOC. OF T.V. AND PH. OUTI-LETS 4 FAN TO BE VERIFIED eHOMEOWNER PRECON;STRUCTION MEETING NOTE: ,,ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.INE(C 210-12) NOTE: "20 AMP DEDICATED L.AUNDRY CIRCUIT. 2' NIPPI- 200 A 200 A UNDERGROUND METER BASE METER 2 CONDUIT BY FPC 40 CKT INSIDE PANEL MAIN LOCATED IN GARAGE AREA. LUG 225 A 200 AM :AINTIGHT INSIDE 1ULTI CKT PANEL W/150 A 1AIN BK 2/0 ALUM.SER CABLE LIGHTNING ARRESTOR —� 04 SARI= CU TO GROUND /8 FT. GROUNDING RODS 8 FT. APART ELECT ICAL ISE UJAT SIDE SL�5DIVI-SfON ONLY NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CENTERS WILL BE G.E. OR Ea. 2ND. FLR. ELECTRICAL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED 6HOMEOWNER PRECONSTRUCTION MEETING NOTE: 'ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V OUTLET 1/2 OF OUTLET (\�IL—Jj■ 110V OUTLET WIRED t0 SWITCH EQUIPED WITH 110V OUTLET GROUND FAULT GFI INTERUPTER 220V OUTLET WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERUPTER OUTLET SWITCH �3 SWITCH 3—WAY OPER. SWITCH 4—WAY OPER. n WALL Y— MOUNTED LIGH ( )CEILING LIGHT (01 VAPOR PROO 'MVP LIGHT (O1 RECESSED CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN I CFMI PER W/L IGHT SQ. FT. O O O U 2' LIGHT STRIP 4' LIGHT STRIP FLOURECENT RAP AROUND LIGHT _ 2'FLOUREGENT — — 4'FLOURECENT ® PANEL METER SMOKE GATT. BACK-UP O W/ HARDWIRE DETECTOR INTER— CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR. COND. A/C DISCONNECT TV TELEV15ION JACK CEILING FAN/LIGHT CEILING 13OX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER TO MAIN 200 AMP METER BASE t METER MAIN DISCONNECT COMBO 6CLIARE D 200 AMP. MAIN DISC. SERVICE BY POWER CO. ALU. CABLE TYP. A/C 200 AMP DISC. INSIDE PANEL 014 COPPER TO LIGHTS 4 OUTLETS 010 COPPER TO WATER HEATER % COPPER TO RANGE COPPER TO 5/8' GROUND ROD r=LrzCTfP.,IC.4L NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY LU/ APPLICABLE PROVISIONS OF TPE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 1 1/2" V.T.R. ` OP . BATH PLUNII3ING PISER lj` 11/2" V.T.R. JI� 11/2" V.T.R. 211 BAKERS .".*ROSSING LOT #92 PHASE #21 KITCHEN 99 2 Fes.. 8 9 — L99 SINK W/ AUTO VENT BLOCK 9 499 BRG ELECTRICAL PLANS PLUMBING RISEK DATE: 8/12/03 -'SCALE: I/4'■I'-m' SHEET 5 OF 6 a�� 6 "X6 " 010 W.W.M. i r (2) CONT. #5 REBARS 1 _41 �w } 0 TO YP. WALL SECTION BLK. SINGLE STORY cs� 4" 8ll � THICKEN EDGE (3) # 5 RODS EA. WAY ON CHAIRS (MIN. 3" COVER) GRADE B 2'-0II 24"X24" EXT. PAD REBAR SET IN 2000 PSI EPDXY 25" MIN. ABV. SLA5/6 " MIN. EMBEDMENT II 6 "X6" #10 W.W.M. N u 00 TYP. RETROFIT FOR ALL 1 � OMITTEp FOUNDATION pOWELS � GARAG'�E GURk-3 STOP 5L 1 D ING DOOR TRACK SLOPE GONG. TO FRONT(1/4" -1/2 ") 1 1/2 " 9 1/2 " 1 � SLAB AT SL. GLASS DOOR 4 POURED LENTIL o' CONT. (TYP) 2X WALL FRAMING (3) 1/2 "XS" ANCHOR BOLTS 8" CMU FILLED ` ' or (3) 1/2"X8" J-1B0!LTS �i CELL (TYP.))G L �� MIN. 6" EMBEDMENT W/ 2"X2"X1/S WASHER: AND EXT. FRAME WALL TO NUT SPACED EVENLY FROM BLOCK WALL CONNECTION FLOOR TO BOND B]=AM. SET IN JOINTS PRIOR TO) FILLING. (SLEEVED ANCHOR; IN SOLID POUR ACCEPTABLE: RETROFIT) GRROUTED BOND BEAM TIE TO HORZ. BARS S" MIN. EMBEDMENT HORZ. REINFORCING (o" HOOK SF-4 2X4 DBL 1(o" O.C./EA. STUD TOP PLATE 2X4 MID -WALL BLKG 1/2" X 9" A.B. 32" O.C. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.G. (0" EMBEDMENT BLKG �" EMBEDMENT 2X4 STUD 1(0" O.C. MAX. 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE SP-4 16" O.C./EA. STUD SP-4 I(o" O.G./EA. STU 0 0- CONC. SLAB „ 4 4 „ p CONC. SLAB 4 1'-S" 4 z 2 #5'5 CONT. P-Oil -' *Sir,. 3 #5'CONT. -, m INTERIOR BEARING WALL INTERIOR 5E,4RING WALL n i - STORY �� 2 - STORY ILA 3 1/2" HEAD OF GARAGE (VARIES WITH SLOPE) V ANCHOR BOLTS AT 3' O.G. ONLY IF UPLIFT ON WALL MIN 6 " EMBEDMENT 6 "X6 " #10 W.W.M. 0 0 0 m -0"�' 2 SS ON CHAIRS INSIDE FTG. AT CxARAGE STEP-UP I -STORY BEARING WALL 3 1/2" HEAD OF GARAGE (VARIES WITH SLOPE) 9" ANCHOR BOLTS AT 3' O.C. MIN 6" EMBEDMENT 6 "X6 " 1*10 W.W.M. 0 0 0 0 m -�' 3 SS ON CHAIRS INSIDE FTC. AT GARAGE STEP-UP 2-STORY BEARING WALL GARAGE SLAB c0 m CURB WALL 8" CON( DRIVEWAY GARAGE BEYOUNID GARAGE DOOR 11 OPENING II II II To BE II II II #5 REBAR II II II OUTSIDE BAR II CONTINUOUS z � N �O !U VERT. RE INF. IN GROUTED CELL 25" MIN. LAP TYP. REBAR LAP e CORNERS 2-#5's REBAR iw 1 STORY 3-#5's REBAR 2 STORY N CLEANOUT REQ'D • ,, a FOR GROUT LIFT > 5 FT. UNLESS HORZ. REINFO)RGING Z fk FOOTING DWL IS (o" HOOK y } NOT REQ'D. HORfzONTAL/VERTrICAL REINFORCING m O 2X4 MID -WALL BLKG 2X4 STUD 1(0" O.C. MAX. 2X4 P.T. BT 1= CONC. SLAB 411 2 #5's CONT. 1'-011 _ m INTEizIOR BEARING WALL/NO UPLIFT I - STORY p-•--#5 DOWEL BAR(ONE SIDE OF DOOR IF NEEDED) 15/5" CIfB II 6 "X6 " 010 W.W.M. EXTEND 1 1/2,, III I-- 17-RECESS i/2" ON CHAIRS SINGLE (3-5'6 W/2-6TORY) STORY 1'-5 TWO STORY GARAGE SERVICE/POOL DOOR RECESS CONC SLAB OVER CLEAN , COMPACT TERMITE TREATED L, (o MIL. V15. VAPOR N Z 6 "X6" 010 W.W.M. L) If »--«- r 00 3 #5'5 CONT. I' -8l, 3" MIN. COVER 1 � 2 - StoRY Foot ING GARAGE BOOR fN'�ORMA�f ON POURED LENTIL o CONT. (TYP) CAST HDR. 2X( GARAGE DOOR BUCK (3) 1/2"X5" ANCHOR BOLTS o 'bd or (3) 1/2"X5" J-BOLTS (Oil EMBEDMENT MIN. MU FILLED W/ 2 "X2 "X1/5 WASHER AND _.— NUT SPACED EVENLY FROM LL (TYP.) FLOOR TO GARAGE DOOR H IN JOINTS PRIOR TO FILLING MIN. 6" EMBEDMENT 1/2' X 9" ANCHOR BOLTS AT 3' O.C. 2" ABV. CONC. 6 "X6" #10 W.W.M. cp J� L 0 O 2-#5'S ON CHAIRS WOOID FRAME FOOTING #5 DOWEL BARS #5 DOWEL BARS DIM VARIES 5/8° DIM VARIES II 6 "X6 " #10 W.W.M. CURB II 6 "X6 " "'0 W.W.M. - 1�1 Z II .. II � 2-05'S ON CHAIRS m � (3-5'S W/2-STORY) 1' - 41I SINCaL STORY � GARAGE cURB 1'-8° TWO STORY �� GARAGE cuRS TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING LAYOUT ROOF SHEATHING = AND ENDWALL BRACING o = OR GABLE END FRAMING V BUILDING LENGTH n ai #5d GUN NAILS @4" O.C. #Sd GUN NAILS TOP 4 BOTTOM EDGES 6" O.G. IN FIELD LU d � zU O cfJ @ . = TYP. EXTERIOR SHEATHING ATTACHMENT FOR ROOF SHEATHING NOTE: WHEN GLUED TO ROOF 1„1E1„I5ER e EDGES 4 10"-12" IN FE ILD TYP. EXTERIOR SHEATHING ATTACHMENT FOR SHEAR AND UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE ARE NOT REQUIRED EXCEPT AT OPENINGS #Sd GUN NAILS cn 12" O.C. IN FIELD LIA Z U ' 76 TYP_ FL001<' DECKING ATTACHMENT TO FLOOR JOIST EA. SHEET TO BE GLUED AT ALL EXPOSED JOIST BAKERS CROSSING LOT #92 ?HASE #2 MONOLITHIC BLOCK DETAILS NOTES DATE: 8/12/03 SCALE: 1/4'=1'-0' :SHEET OP' 4 PRE - W / SCE D R. 1-2X(o PT BLOCK e CENTER OF DOOR HEADER 11/(1) (1) 1/2"X5" ANCHOR BOLTS or (1) 1/2"X5" J-!BOLTS ro" EMBEDMENT W/ 2 "X2 "X1/5 WASHER AND NUT 1 I 1/16" OSBVSHEATH SHEATHING \ A/ / R-19 INSULATION OR 1/2' PLY. HURRICANE STRAPS (SEE TRUSS PLAN } FOR CONNECTOR) IMM 8 1 METAL DRIP EDGE O lli5 CONT. 1X2 FURR STRIPS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD TEXT. 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL PRE -CAST LINTEL ' ALUM. WINDOW SEE FLR./ELEV FOR DES. SILL PRE -CAST SILL ' 1/2" DRYWALL all CMU R-4.2 INSULATION 1X2 P.T. FURRING STRIPS TEXTURED FINISH 1/4' WOOD BASE I M \1 L Vd ro "Xro" #10 W.W.M. OR FIBER MESH a RE INFORCEMENT fk z �z� T 0 2 #5 CONT. r T'► F. WALL SECTION BL< 1 �sTOR�I' K z ri i. a ASPHALT SHINGLES OVER d *115 FELT ON -1/16" O.S.B. 2"X4" BLOCKING SHEATHING OR 1/2" PLY FIRST TWO BAYS ' 4'-0" O.C. MAX METAL DRIP EDGE j— ,�; 2X4 SUB -BAND J I ` CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. _. FEILD STREAM FOR PROPER s . 2X6 SUB -BAND LAKE KEHOE,CYiPRESS HEAD BRACING ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA ROOF TRUSSES I : 24" D.C. r ENG. GABLE TRU55 R-19 INSULATION 2X4 SPF STIFFBACK AT ' ALL UPRIGHTS OVER 4'-10" (SEE TRU55 ENG. FOR SIZE) -i/8 TEXTURED FINISH �— OVER 15# FELT OVER I/2" iGLG. BOARD TEXT. f` -1/16" O.S.B. SHEATHING NAILER CONT, OR 1/2" PLY. (2) LAYE%S 1/16 O.S.B.SECURE EA, LAYER 2 x4 P.T. PLATE W/ o W/2 Sd,s 8" -1;2 " O.C. 1/2 "X9" ANCHOR BOLTS MAX. " t MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT W/2 " DIA. AT 32" O. C. 32" O.C.MAX 1' SECURE TRUSS TO 2X6 W/ 12d 6 (o"-811 CONC_ FILLED LINTEL PLYWOOD TO TRUSS NAILING BLK. REINF. IIUITH (1)05 ROD 4" O. C. 6 EDGE 6" D. C. e IN FEILD 8 CMU TEXTURE FINISH IX2 P.T. FURRING STRIPS R-4.2 INSULATION ` 1/2"' DRYWALL N WOOOD BASE €i U 611x<6 " 010 W.W.M. o o OR, FIBER MESH RE I INFORCEMENT 1 fw z�zW I Lu } U m U 2 05 CO➢NT. ` U L 113411 Z m TYP. WALL SECTION t' 1/4 r, — 2X4 SUB -RAND a HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN FEILD STREAM FOR CONNECTOR) 2X6 SUB -RAND LAKE KEHOE,CYPRESS HEAD ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA i FIBERGLASS SHINGLES _ ON 1115 FELT OVER I 1/16 OSB. SHEATHING —ROOF TRUSSES 2 4 " O.C. R-19 INSULATION — 2X4 SUB -RAND a CHASE GROVES,WAVERLEE WOODS FEILD STREAM 2X(o SUB -BAND LAKE KEHOE,CYPRE55 HEAD ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA METAL DRIP EDGE 00 im METAL DRIP EDGE 1/2" CLG. BOARD 4 TEXT. as ALUM. FINISHED VENTED SOFFIT EE TRUSS PLAN FOR CONNECTOR ALUM. WINDOW SEE FLR./ELEV FOR DES. 1/8"TEXTURED FINISH ON FELT BARRIER OVER 1/16" 055 SHEATHING OR 1/2" PLY. (SHEATHING MUST BREAK MIN. 1'-4" FROM 2nd FLR. LINE) 2X4 RE-FORCEMENT (CONT.) 2X4 NAILER (CONT.) HETA-16 FLR JST TO BLK 8 LINTEL BLOCK FILLED PRE -GAST LINTEL ALUM. WINDOW ,-- SEE FLR./ELEV FOR DES. PRE -CAST SILL 8" CMU TEXTURED FINISH 1/4' 2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT LL UPRIGHTS OVER 4'-10" SILL ENG. GABLE TRUSS 1/8" TEXTURED FINISH WOOD BASE (TYP.) OVER #15 FELT OVER 3/4" T G PLYWOOD -f/16" O.S.B. SHEATHING GLUED 4 NAILED OR 1/2" PLY. FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE 77 SEE FRAME PLANS TO DBL. TOP PLATE .U/ FOR J015T TYPE SIMPSON HTC-4 32" O.C. MAX. OR M6TA-24 24" O.G. MAX (1)#5 CONT. 1X2 FURRING STRIPS ALUM. WINDOW SEE FLR./ELEV FOR DES. I/2" DRYWALL 1/16" 055 SHEATHING OR 1/2" PLY. UNDER FELT BARRIER SILL CONC. SLAB OVER CLEAN, COMPACT,TERMITE TREATED SOIL OVER 6 MIL VIS. VAPOR 5ARRIER,W/6X6 010 WWM WOOD BASE (TYP.) 6 "X6 " 1110 W.W.M. z (k 3 05's CONT OR FIBER MESH w\ z REINFORCEMENT f > 1 I V _ Q II O �O 2 T"1'P. WALL SECTION 2 - sTOiR *' ROOF FRAMING W/ CONNECTORS (SEE TRUSS PLAN) DBL_ TOP PLATE CRIPPLE STUDS L STA 12 STUD TO HDR. II II II II II II II II I II II II III HETA-16",@ 32" D. C. MAX----- 1 8 LINTEL BLOCK (FILLED) PRE -CAST LINTEL ALUM. WINDOW SEE FLR./ELEV FOR PRE -CAST SILL _ am- '51, CMU TEXTURED FINISH 1/4" 2 "X4" BLOCKING FIRST TWO BAYS 4' - 0" O.C. MAX ASPHALT SHINGLES OVER #15 FELT OVER -1/16" OS 1/16" 055 SHEATHING 1/2" PLYt Xj!�OR 1/2' PLY. W/ 15* 3/4' T 4 G PLYWOO SEE TRUSS ENG. ROOF TRUSSES TO BE GLUED FOR PROPER 24' O.G. 4 NAILED BRACING HETA- EMBED[ LINTEL STI R-19 INSULATION 1/2' CLG. BDARD 4 TEXT. 2X4 DOUBLE PLATE (TYP.) FOR HDR SIZhAN CMU': METAL LATH 1/0" TEXTURED FINISH 2X4(CONT.) TEXTURED FINISH TWO STORY i3 BAND DETAIL SILL WOOD BASE (TYP.) PRE -FAB TRUSS FLOOR JOIST/ FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. SEE FRAME PLANS 5P-4 32" O.C. STUD 2X4 DBL. TOP PLATE FOR J015T TYPE 1/2' CLG. BOARD & TEXT .. 1/2" DRYWALL ll/''S CONT. 2X4 WOOD STUDS 1X2 FURRING STRIPS 2X4 CONT. STRESS--.-z I((o O.C. BLOCKING MID -WALL ° 1/2" DRYWALL 2X4 PT_ PLATE SP- 4 3211 (W+�E,N UPL IFD� 1/2 "X9" A.B. 32 " O.G. 6" EMBEDMENT SILL C —WOOD BASE (TYP.) CONC. SLAB 4,1 411 6� CONC. SLAB 2 #5's CONT. _ 6 MIL VIS I -STORY VAPOR BARRIER /^ INTERIOR 5EAiRING WALL _ NO_tE: ; FoR WALLS W/FLOOR LOAD ONLY pO NOT INSTALL CONNECTORS. ro ^ro "Isc/ W.W.I I. O OR FIBER MESH REINFORCEMENT �W Zw (3) #5's CONT. FIRST FL001� BLOCIG � �-- SECOND FLOOR FRAME HEADER (SEE PLANS) PRE -FAI3 TRUSS 1/2" CLG. BOARD 4 TEXT. TI SF-4 32" O.G. 0 STUD 2X4 DBL. TOP PLATE HDR. STUD(&)/JACK(S) 1/2" DRYWALL OI 2X4 WOOD STUDS FULL LENGTH 5TUD(5)/ 2X4 CONT. STRESS el(o" O.C. <ING STUD(S) 5P-4 BLOCKING MID -WALL TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR GLUED 4 NAILED FOR. JST. SIZE SEE FRAME PLAN SHEATHING OVER 2X4's NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD TEXT. 1st FLF, STUD 2X4 DBL. TOP PLATE MSTA-36 32" O.C. 1/2" DRYWALL 2X4 WOOD STUDS 2X4 CONT. STRESS go z�1�" O.G. BLOCKING MID -WALL 2X4 PT. PLATE NAIL PER SCHEDULE/ BOLT PER FND. PLAN 5P-4 32" O.C. a)STUD 1/2 "X9" A.B. 3211 O.G. � - MIN. 6" EMBEDMENT TYP EXTERIOR OPENING IN FRAME MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 51 -01 4'-11 1/2" -1'-II 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 1 2 3 AT EACH END OF HEADER f IMAM WALL AND HEADER sT�� R�QI�IRM�NTs CONC. SLAB 3 05's GONT. _ 11-p,ll M 2 -sTOfR ' INTEfRIOR BEARING WALL NOTE: FOR FLOOR BEARING WALLS p0 NOT INSTALL CONNECTORS. 2X4 DBL TOP PLATE 1/2" DRY WALL 2X4 16" O.C. MAX 2X4 PT. CURED FINISH BT. PLATE GALV'D. METAL I/2" X 9" A.B W/ rH OVE TT VEK MIN. 6" EMBEDMENT #15 FEL "1•'�'� 2" DIA. WASHER 32" O.C. MAX 05 REBAR CONT. v. :..; 1000D FFX-lF- TO BLK. 2X4 COLLAR TIE EVERY OTHER RAFTER 2X6 RAFTS 2-12d EVERY TRUSS / IX6 NAILER--7 z 2X8 RIDGE }LL 0 O � 3-126 RAF -I To NAILER 7/16" O.S.B. —/ 1X8 NAILER --/— OR 1/2" PLY. 2-126 EVERY TRUSS CONS- FRAM ING EDETA IL-/VAL-L, BAKERS CROSSING LOT #92 ?HASE #'irc MONOLITHIC BLOCK DETAILS & NOTES DATE: 8/12/03 SCALE: 1/43011-0' SHEET D 2 of �l €i U 611x<6 " 010 W.W.M. o o OR, FIBER MESH RE I INFORCEMENT 1 fw z�zW I Lu } U m U 2 05 CO➢NT. ` U L 113411 Z m TYP. WALL SECTION t' 1/4 r, — 2X4 SUB -RAND a HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN FEILD STREAM FOR CONNECTOR) 2X6 SUB -RAND LAKE KEHOE,CYPRESS HEAD ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA i FIBERGLASS SHINGLES _ ON 1115 FELT OVER I 1/16 OSB. SHEATHING —ROOF TRUSSES 2 4 " O.C. R-19 INSULATION — 2X4 SUB -RAND a CHASE GROVES,WAVERLEE WOODS FEILD STREAM 2X(o SUB -BAND LAKE KEHOE,CYPRE55 HEAD ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA METAL DRIP EDGE 00 im METAL DRIP EDGE 1/2" CLG. BOARD 4 TEXT. as ALUM. FINISHED VENTED SOFFIT EE TRUSS PLAN FOR CONNECTOR ALUM. WINDOW SEE FLR./ELEV FOR DES. 1/8"TEXTURED FINISH ON FELT BARRIER OVER 1/16" 055 SHEATHING OR 1/2" PLY. (SHEATHING MUST BREAK MIN. 1'-4" FROM 2nd FLR. LINE) 2X4 RE-FORCEMENT (CONT.) 2X4 NAILER (CONT.) HETA-16 FLR JST TO BLK 8 LINTEL BLOCK FILLED PRE -GAST LINTEL ALUM. WINDOW ,-- SEE FLR./ELEV FOR DES. PRE -CAST SILL 8" CMU TEXTURED FINISH 1/4' 2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT LL UPRIGHTS OVER 4'-10" SILL ENG. GABLE TRUSS 1/8" TEXTURED FINISH WOOD BASE (TYP.) OVER #15 FELT OVER 3/4" T G PLYWOOD -f/16" O.S.B. SHEATHING GLUED 4 NAILED OR 1/2" PLY. FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE 77 SEE FRAME PLANS TO DBL. TOP PLATE .U/ FOR J015T TYPE SIMPSON HTC-4 32" O.C. MAX. OR M6TA-24 24" O.G. MAX (1)#5 CONT. 1X2 FURRING STRIPS ALUM. WINDOW SEE FLR./ELEV FOR DES. I/2" DRYWALL 1/16" 055 SHEATHING OR 1/2" PLY. UNDER FELT BARRIER SILL CONC. SLAB OVER CLEAN, COMPACT,TERMITE TREATED SOIL OVER 6 MIL VIS. VAPOR 5ARRIER,W/6X6 010 WWM WOOD BASE (TYP.) 6 "X6 " 1110 W.W.M. z (k 3 05's CONT OR FIBER MESH w\ z REINFORCEMENT f > 1 I V _ Q II O �O 2 T"1'P. WALL SECTION 2 - sTOiR *' ROOF FRAMING W/ CONNECTORS (SEE TRUSS PLAN) DBL_ TOP PLATE CRIPPLE STUDS L STA 12 STUD TO HDR. II II II II II II II II I II II II III HETA-16",@ 32" D. C. MAX----- 1 8 LINTEL BLOCK (FILLED) PRE -CAST LINTEL ALUM. WINDOW SEE FLR./ELEV FOR PRE -CAST SILL _ am- '51, CMU TEXTURED FINISH 1/4" 2 "X4" BLOCKING FIRST TWO BAYS 4' - 0" O.C. MAX ASPHALT SHINGLES OVER #15 FELT OVER -1/16" OS 1/16" 055 SHEATHING 1/2" PLYt Xj!�OR 1/2' PLY. W/ 15* 3/4' T 4 G PLYWOO SEE TRUSS ENG. ROOF TRUSSES TO BE GLUED FOR PROPER 24' O.G. 4 NAILED BRACING HETA- EMBED[ LINTEL STI R-19 INSULATION 1/2' CLG. BDARD 4 TEXT. 2X4 DOUBLE PLATE (TYP.) FOR HDR SIZhAN CMU': METAL LATH 1/0" TEXTURED FINISH 2X4(CONT.) TEXTURED FINISH TWO STORY i3 BAND DETAIL SILL WOOD BASE (TYP.) PRE -FAB TRUSS FLOOR JOIST/ FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. SEE FRAME PLANS 5P-4 32" O.C. STUD 2X4 DBL. TOP PLATE FOR J015T TYPE 1/2' CLG. BOARD & TEXT .. 1/2" DRYWALL ll/''S CONT. 2X4 WOOD STUDS 1X2 FURRING STRIPS 2X4 CONT. STRESS--.-z I((o O.C. BLOCKING MID -WALL ° 1/2" DRYWALL 2X4 PT_ PLATE SP- 4 3211 (W+�E,N UPL IFD� 1/2 "X9" A.B. 32 " O.G. 6" EMBEDMENT SILL C —WOOD BASE (TYP.) CONC. SLAB 4,1 411 6� CONC. SLAB 2 #5's CONT. _ 6 MIL VIS I -STORY VAPOR BARRIER /^ INTERIOR 5EAiRING WALL _ NO_tE: ; FoR WALLS W/FLOOR LOAD ONLY pO NOT INSTALL CONNECTORS. ro ^ro "Isc/ W.W.I I. O OR FIBER MESH REINFORCEMENT �W Zw (3) #5's CONT. FIRST FL001� BLOCIG � �-- SECOND FLOOR FRAME HEADER (SEE PLANS) PRE -FAI3 TRUSS 1/2" CLG. BOARD 4 TEXT. TI SF-4 32" O.G. 0 STUD 2X4 DBL. TOP PLATE HDR. STUD(&)/JACK(S) 1/2" DRYWALL OI 2X4 WOOD STUDS FULL LENGTH 5TUD(5)/ 2X4 CONT. STRESS el(o" O.C. <ING STUD(S) 5P-4 BLOCKING MID -WALL TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR GLUED 4 NAILED FOR. JST. SIZE SEE FRAME PLAN SHEATHING OVER 2X4's NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD TEXT. 1st FLF, STUD 2X4 DBL. TOP PLATE MSTA-36 32" O.C. 1/2" DRYWALL 2X4 WOOD STUDS 2X4 CONT. STRESS go z�1�" O.G. BLOCKING MID -WALL 2X4 PT. PLATE NAIL PER SCHEDULE/ BOLT PER FND. PLAN 5P-4 32" O.C. a)STUD 1/2 "X9" A.B. 3211 O.G. � - MIN. 6" EMBEDMENT TYP EXTERIOR OPENING IN FRAME MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 51 -01 4'-11 1/2" -1'-II 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 1 2 3 AT EACH END OF HEADER f IMAM WALL AND HEADER sT�� R�QI�IRM�NTs CONC. SLAB 3 05's GONT. _ 11-p,ll M 2 -sTOfR ' INTEfRIOR BEARING WALL NOTE: FOR FLOOR BEARING WALLS p0 NOT INSTALL CONNECTORS. 2X4 DBL TOP PLATE 1/2" DRY WALL 2X4 16" O.C. MAX 2X4 PT. CURED FINISH BT. PLATE GALV'D. METAL I/2" X 9" A.B W/ rH OVE TT VEK MIN. 6" EMBEDMENT #15 FEL "1•'�'� 2" DIA. WASHER 32" O.C. MAX 05 REBAR CONT. v. :..; 1000D FFX-lF- TO BLK. 2X4 COLLAR TIE EVERY OTHER RAFTER 2X6 RAFTS 2-12d EVERY TRUSS / IX6 NAILER--7 z 2X8 RIDGE }LL 0 O � 3-126 RAF -I To NAILER 7/16" O.S.B. —/ 1X8 NAILER --/— OR 1/2" PLY. 2-126 EVERY TRUSS CONS- FRAM ING EDETA IL-/VAL-L, BAKERS CROSSING LOT #92 ?HASE #'irc MONOLITHIC BLOCK DETAILS & NOTES DATE: 8/12/03 SCALE: 1/43011-0' SHEET D 2 of �l SILL CONC. SLAB OVER CLEAN, COMPACT,TERMITE TREATED SOIL OVER 6 MIL VIS. VAPOR 5ARRIER,W/6X6 010 WWM WOOD BASE (TYP.) 6 "X6 " 1110 W.W.M. z (k 3 05's CONT OR FIBER MESH w\ z REINFORCEMENT f > 1 I V _ Q II O �O 2 T"1'P. WALL SECTION 2 - sTOiR *' ROOF FRAMING W/ CONNECTORS (SEE TRUSS PLAN) DBL_ TOP PLATE CRIPPLE STUDS L STA 12 STUD TO HDR. II II II II II II II II I II II II III HETA-16",@ 32" D. C. MAX----- 1 8 LINTEL BLOCK (FILLED) PRE -CAST LINTEL ALUM. WINDOW SEE FLR./ELEV FOR PRE -CAST SILL _ am- '51, CMU TEXTURED FINISH 1/4" 2 "X4" BLOCKING FIRST TWO BAYS 4' - 0" O.C. MAX ASPHALT SHINGLES OVER #15 FELT OVER -1/16" OS 1/16" 055 SHEATHING 1/2" PLYt Xj!�OR 1/2' PLY. W/ 15* 3/4' T 4 G PLYWOO SEE TRUSS ENG. ROOF TRUSSES TO BE GLUED FOR PROPER 24' O.G. 4 NAILED BRACING HETA- EMBED[ LINTEL STI R-19 INSULATION 1/2' CLG. BDARD 4 TEXT. 2X4 DOUBLE PLATE (TYP.) FOR HDR SIZhAN CMU': METAL LATH 1/0" TEXTURED FINISH 2X4(CONT.) TEXTURED FINISH TWO STORY i3 BAND DETAIL SILL WOOD BASE (TYP.) PRE -FAB TRUSS FLOOR JOIST/ FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. SEE FRAME PLANS 5P-4 32" O.C. STUD 2X4 DBL. TOP PLATE FOR J015T TYPE 1/2' CLG. BOARD & TEXT .. 1/2" DRYWALL ll/''S CONT. 2X4 WOOD STUDS 1X2 FURRING STRIPS 2X4 CONT. STRESS--.-z I((o O.C. BLOCKING MID -WALL ° 1/2" DRYWALL 2X4 PT_ PLATE SP- 4 3211 (W+�E,N UPL IFD� 1/2 "X9" A.B. 32 " O.G. 6" EMBEDMENT SILL C —WOOD BASE (TYP.) CONC. SLAB 4,1 411 6� CONC. SLAB 2 #5's CONT. _ 6 MIL VIS I -STORY VAPOR BARRIER /^ INTERIOR 5EAiRING WALL _ NO_tE: ; FoR WALLS W/FLOOR LOAD ONLY pO NOT INSTALL CONNECTORS. ro ^ro "Isc/ W.W.I I. O OR FIBER MESH REINFORCEMENT �W Zw (3) #5's CONT. FIRST FL001� BLOCIG � �-- SECOND FLOOR FRAME HEADER (SEE PLANS) PRE -FAI3 TRUSS 1/2" CLG. BOARD 4 TEXT. TI SF-4 32" O.G. 0 STUD 2X4 DBL. TOP PLATE HDR. STUD(&)/JACK(S) 1/2" DRYWALL OI 2X4 WOOD STUDS FULL LENGTH 5TUD(5)/ 2X4 CONT. STRESS el(o" O.C. <ING STUD(S) 5P-4 BLOCKING MID -WALL TOP 4 BOTTOM) 3/4" T 4G SUBFLOOR GLUED 4 NAILED FOR. JST. SIZE SEE FRAME PLAN SHEATHING OVER 2X4's NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD TEXT. 1st FLF, STUD 2X4 DBL. TOP PLATE MSTA-36 32" O.C. 1/2" DRYWALL 2X4 WOOD STUDS 2X4 CONT. STRESS go z�1�" O.G. BLOCKING MID -WALL 2X4 PT. PLATE NAIL PER SCHEDULE/ BOLT PER FND. PLAN 5P-4 32" O.C. a)STUD 1/2 "X9" A.B. 3211 O.G. � - MIN. 6" EMBEDMENT TYP EXTERIOR OPENING IN FRAME MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 51 -01 4'-11 1/2" -1'-II 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 1 2 3 AT EACH END OF HEADER f IMAM WALL AND HEADER sT�� R�QI�IRM�NTs CONC. SLAB 3 05's GONT. _ 11-p,ll M 2 -sTOfR ' INTEfRIOR BEARING WALL NOTE: FOR FLOOR BEARING WALLS p0 NOT INSTALL CONNECTORS. 2X4 DBL TOP PLATE 1/2" DRY WALL 2X4 16" O.C. MAX 2X4 PT. CURED FINISH BT. PLATE GALV'D. METAL I/2" X 9" A.B W/ rH OVE TT VEK MIN. 6" EMBEDMENT #15 FEL "1•'�'� 2" DIA. WASHER 32" O.C. MAX 05 REBAR CONT. v. :..; 1000D FFX-lF- TO BLK. 2X4 COLLAR TIE EVERY OTHER RAFTER 2X6 RAFTS 2-12d EVERY TRUSS / IX6 NAILER--7 z 2X8 RIDGE }LL 0 O � 3-126 RAF -I To NAILER 7/16" O.S.B. —/ 1X8 NAILER --/— OR 1/2" PLY. 2-126 EVERY TRUSS CONS- FRAM ING EDETA IL-/VAL-L, BAKERS CROSSING LOT #92 ?HASE #'irc MONOLITHIC BLOCK DETAILS & NOTES DATE: 8/12/03 SCALE: 1/43011-0' SHEET D 2 of �l TYP EXTERIOR OPENING IN FRAME MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 51 -01 4'-11 1/2" -1'-II 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 1 2 3 AT EACH END OF HEADER f IMAM WALL AND HEADER sT�� R�QI�IRM�NTs CONC. SLAB 3 05's GONT. _ 11-p,ll M 2 -sTOfR ' INTEfRIOR BEARING WALL NOTE: FOR FLOOR BEARING WALLS p0 NOT INSTALL CONNECTORS. 2X4 DBL TOP PLATE 1/2" DRY WALL 2X4 16" O.C. MAX 2X4 PT. CURED FINISH BT. PLATE GALV'D. METAL I/2" X 9" A.B W/ rH OVE TT VEK MIN. 6" EMBEDMENT #15 FEL "1•'�'� 2" DIA. WASHER 32" O.C. MAX 05 REBAR CONT. v. :..; 1000D FFX-lF- TO BLK. 2X4 COLLAR TIE EVERY OTHER RAFTER 2X6 RAFTS 2-12d EVERY TRUSS / IX6 NAILER--7 z 2X8 RIDGE }LL 0 O � 3-126 RAF -I To NAILER 7/16" O.S.B. —/ 1X8 NAILER --/— OR 1/2" PLY. 2-126 EVERY TRUSS CONS- FRAM ING EDETA IL-/VAL-L, BAKERS CROSSING LOT #92 ?HASE #'irc MONOLITHIC BLOCK DETAILS & NOTES DATE: 8/12/03 SCALE: 1/43011-0' SHEET D 2 of �l f IMAM WALL AND HEADER sT�� R�QI�IRM�NTs CONC. SLAB 3 05's GONT. _ 11-p,ll M 2 -sTOfR ' INTEfRIOR BEARING WALL NOTE: FOR FLOOR BEARING WALLS p0 NOT INSTALL CONNECTORS. 2X4 DBL TOP PLATE 1/2" DRY WALL 2X4 16" O.C. MAX 2X4 PT. CURED FINISH BT. PLATE GALV'D. METAL I/2" X 9" A.B W/ rH OVE TT VEK MIN. 6" EMBEDMENT #15 FEL "1•'�'� 2" DIA. WASHER 32" O.C. MAX 05 REBAR CONT. v. :..; 1000D FFX-lF- TO BLK. 2X4 COLLAR TIE EVERY OTHER RAFTER 2X6 RAFTS 2-12d EVERY TRUSS / IX6 NAILER--7 z 2X8 RIDGE }LL 0 O � 3-126 RAF -I To NAILER 7/16" O.S.B. —/ 1X8 NAILER --/— OR 1/2" PLY. 2-126 EVERY TRUSS CONS- FRAM ING EDETA IL-/VAL-L, BAKERS CROSSING LOT #92 ?HASE #'irc MONOLITHIC BLOCK DETAILS & NOTES DATE: 8/12/03 SCALE: 1/43011-0' SHEET D 2 of �l I *1 1000 Uf=L IFT SIMPSOM MT5-12 W/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP GONS TO GONT POURED LINTEL # 2000 Uf=L lfT (2)S1MP50M MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E 111/7 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 'RUBS FINISH m LANDING 3 BOND BEAM TAP CONS MIN. 2" COVER 2' APART TRU55 4NCPOfR IDTAIL = RE TROT I T 9" MIN. LESS THAN 10' REQUIRES P NOSING DBL 2X12 FLOOR J015T - J/-1' I—L I WVVL/ 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 RI5ERS/TREADS ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION PIA - TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE 's NARROW END MIN. 11" WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4" PLYWOOD 2X12 TFREAD CUT TO PIT /— IX& iR15ER LESS THAN 4' TYP, % �J BETWEEN SPINDLES E- IX2 PTTOP OF BOX SP4 OR H-5 TOP PLATE TO STUDS DBL. TOP PLATE —may 2X4 STUD 2'-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-0' A5V. HIGHEST RIDGE WITHIN 2'-0' "1/16" OR 15/32' W/T/e' TEXTURED 10'-0" FINISHED OVER GALVINIZED METAL PAPER HACKLATN------------- FRAMED CRICKET SIMPSON H-5 (MIN-) e 2X4 TO TRUSS HANG 1/2" G IX 1' N051NG TYP. 4 Kl � r STAIfR SECTION [DETAILS PRE. ENa TRUSS tD E T A I L e SIMPSON H-5 (MIN.) c 2X4 TO TRUSS k2X4fFILATE� SECTION PRE.ENa TRUB IX2 PT TOP OF DBL. TOP PLA' 1/16' OR 15/32' W11/8' TEXTURE FINISHED OVER GALVINIXEID ME PAPER BACK 1 CRICKET 2'-5-1/2' FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DIN- PLATES A13V. 1211 Z Z I I 3&" MIN. FINISH STAR JJINIDfP�, [DETAIL ASPHALT SHINGLES OVER � 15 FELT ON 1/16' O.S.B. 7-- (2) 2X4 02 NO SYP DIAGONAIL BRACE W/ 3-12d m EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING FIRST 2 BAYS (2) 0d NAILS EA END TO TRU55 2X4 eYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 05B SHEATHING USE P'id NAILS AT 4' o.a. EDGE 4 6' o.c. FIELD 2X6 PT, PLATE BOLT W/ 1/2'X9 A.B. cc (W/ 2' DIA. WASHERS) 6 32" O.C. MAX. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d 10 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' BRAGE (1 'X' BRACE tv CENTER) (2 'X' BRAGE DIVIDED EQUALY FROM GENTER TO END) e/45LE ENS GR055 RAGINe 1-5T0R`r' 2X4 SECURE TO 2X4 BLK 111/2-126 _ SECURE TQ BLK W/ META-16 \---2X4X�4' SECURr= TO TRUSS W/ 3-12d 6'-8' O.C. MAX TYP. I 2x4 BLK SECURE THRU TRUSS W/3-12de PER ENG'D TRUSS 24' O.C. MAX 1'-01I 2'-011 2'-o" 1 EXTENSION o OFT 5ERVICE IDR. N.T.B. METAL LATH 1/16" OSB OR TEXTURED 1/16" OSB 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. HETA_ 16 JOINT OVERLAP CAULK SIMPSON GMU'S HETA-16 CMU IS TEXTURED TEXTURED FINISH FINISH TWO STORY TWO STORY FIRST FLOOR BLOCK - SECOND r-LOOR FRAMING (2) 2X4'"2 NO SYP DIAGONIL BRACE W/ 3-12d o EA TRU86 A.A.1.�1-- NAIL BRACE TO COVER 5-TR�SsI-5 2X4 BLOCKING FIR5T.,2'5AYS AT SHEATHING SEAM5 (2) 10d NAILS EA END To TRUSS �2X SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 055 SHEATHING USE Sd NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8" X 5 LAG OR SIMPSON HTC-4 0 32' O.C. MAX. SHEATHING NAILING TO BE Or— IN FIELD 4' O.c.GALL EDGES W/Sd NAILS s ASPHALT SHINGLES OVER N 15 FELT ON 11I6" O.S.B. �COMM /2' CLG. BOARD:'- TRUSS 2OM4' o.c. SAIL CONT. AT RUN TO INSUTION rRUss W/ (2> 12d EA. TRUSS R-19 MIN.LA ?X4 SYP RAT ADJACENT r0 DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 BTM. PLATE W13-FLOOR HAILED HETA-16' FLR JST TO BLK\\--FLR TRUES R. 1-05 EBAR CONTi. 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (I 'XI BRACE tv CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G;,4L E ENE) CROeS 5RACINe 2 - 5TOR'I' BAKERS CROSSING LOT #92 PHASE #2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 8/12/03 SCALE: V4101'-0' SHEET D 3 OF 4 =r,k I !/ 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 EMBEDMENT 1 1/4') SECURE TO BLOCK 8" FROM EACH END AND 18' W/3/16" TAPCON5 OR DRIVE 2 X 4 (MIN 2 X 3J I-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK 51ZE.145 OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/49 OR DRIVE PIN (MIN SHANK 5IZE.145 WITHIN 8' OF EACH END 4 15' O.C. MAX. SPACING. 8' FROM EACH END AND IS' PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 2 X 6: O.G. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND 18" SECURE t0 BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4" EMBEDMENT W/2-3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 EXISTING BLK ABV. PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON I/4' TEXTURED FINISH MIN HEAD SIZE 300 MIN EMBEDMENT 11/4') 16' HIECaHT. OR DRIVE FIN (MIN SHANK SIZE.14511 MIN EMBEDMENT I I/4') 8' FROM EACH END ANp 18' MIN HEAD SIZE 300 �/8" TEXTURED FINISH WITHIN 8' OF EACH END 4 O.C. MAX. MIN 1-1/4" EMBEDMENT MIN EMBEDMENT 1 1/4") 7/16' 085 SHEATHING IS" O.C. MAX. SPACING. 8' FROM EACH END AND 18' 2 X 4 16' O.G. MAX.(WHEN OVER 16" IN HIEGHTJ 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHTJ 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 I/lro' 05B SHEATHING 2 X SOLID BLK'G a ARCH SECURE TO BLOCK 1/2' DRYWALL MIN HEAP SIZE 300 I/4" TEMPERED MASONITE SECURE W/2-126 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. A TTACHMENT PER MANUFACTOR'5 5PEC'S. PIN (MIN SHANK 5IZE.145 8' FROM EACH END AND IS' WDW FRAME MIN HEAD 51ZE 300 - If DOOR CASING O.C. MAX. MIN 1-1/4' EMBEDMENT CMU CMU WALL MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 NOTE: "NOTE: NOGAP aWDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB TO EXCEED 1/4" ATTACH TO 2 X DO NOT EXECED 1/4". L 1611 ANDUN ID PER MANUFACTOR'5 DETAILS. - 11 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 Ca PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/49 1/8' Ti=XTURED FIN15H 8' FROM EACH END AND 18" MORE THAN SECURE 2 X RIP TO FIT �/16 05B SHEATHING IX4 P.T. OR 5/4' X 4' MIN. SECURE THUR FRAME AND O.G. MAX. MIN 1-1/4" EMBEDMENT 16" HIEGHT. W12-12d5 6'-5' O.G. MAX. EXTEND 1-114' INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16 TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 51ZE.145 2 X 4 (WHEN OVER 16" IN HIEGHT.) PIN (MIN SHANK SIZE.145 MIN HEAD 51ZE 300 MIN HEAP SIZE 300 2 X 50LID BLK'G g ARCH MIN EMBEDMENT 1 1/4") 1 S' CMU '- I/2" DRYWALL MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END REFER TO MANUFACTURING I'X4' OR I'X2' P.T. NAILER 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' 05B SHEATHING ATTACHMENT PER MANUFACTOR'5 SPEC'S. DETAILS FOR SPACING. - DOOR CASING 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER Wo IN HIEGHTJ MTL WDW FRAME NOTE. OR DRIVE PIN (MIN SHANK 51ZE.145 2X4 BLOCKS •NOTE: NO GAP e WDW FRAME TO EXCEED I/4' DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB MIN HEAD SIZE 300 �'-- CMU WALL , DO NOT EXCEED 1/4 . MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" O.C. MAX. MIN 1-1/4" EMBEDMENT /4 G � W,4 � � DETAIL C U T A UJA � � � J � � � � � � � � 3/4 � � / 4. �1�C�1UJA� DETAIL 16" �N� l�� NAILING SCHEC>ULE ALL NOTES IN REFERENCE ROOFDIAPHR6M TO FILORILTA BUIL-LING -- USE -1/16' Oh.5. OR 1/2' PLY WITH V CRN NAILS AT 4' O.C. AT - SUPPORTED PANEL EDGES AND -S GIN NAILS AT 6' Or- Alf .-""'-- -r-�_-` C� E 2001,----- " - INTEIa`IEDIATE SUPPORTS. ALSO, SEE DETAIL. ROOF SHEATHM TO GABLE hmr, F-R.e-= _ - USE 00 GUN NAILS a 4' O.C. -- ---- TES "- - ITE__�_ l9 AN NOTES EXTERIOR SHEATHI _� -- -"--'- USE lA6' O.S.B. OR 1/2' PLY WITH -5 GUN NAILS AT 6' Or AT PANEL SIDES AND 09 GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND '8 GUN NAILS AT 6' OZ. AT - 1)LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE INTER EDIATE SUFFORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANE. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWUI5E NO-IED, THIS BUILDING IS NOT I"TENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD_zcMF;!+:eGuimING A FINISH ELR ELEVATION NALtBCQ��RCMG��O ABV.1m5' ME^1J SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION -� OF FINISH FLOOR .5LA15 wITH SIGNED AND SEALED SURVEY.` F SIZE HEAD LENGHT VIA. TENSIL STR 3) LOT PRAiNACiC :,fA" �+�/ ��ti 1 1� f+�L "4- -Wr-, 1-F:3W"- :!� INo AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON-81TE DRAINAGE SHALL BE DIRECTED BY SWALES _ _' OR OTHER SYSTki S TO AP! -1,7-81TE DRAINAGE FACILITY. / 5)_LANDSCAPINCx, IRRIGATION, BEIs iNG, ETC. SHALL CONFORM TO LOCAL 8d ROUNDMODIFIED OR T 1 1/9) 113 Il01d00 - 2 I/8' 128 m0000 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND AS SELECTED BY BUILDER / STAPLENAIL 4 TOOL ASSOCIATION - WIMM 6) SING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE GENERAL N Off- PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRE86 AND DEGING CRITERIA.-'P U M B I N G NOTE S - 1. 5UILDINCs_COPE REQUIRMENTS FOR W)NrORCED CONCRETE ACI 315 _ 2. FLORIDA BUILDING CODE 20-1 3. WIND SPEEDS I1m=12m (F+=RWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (1)AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXP05URE 'B' 2) WATER LINES SHALL BE CPVC. 6. INTERNAL PRESSURE CO -EFFICIENT +IS THRU -18 DBL. TOP PLAITE 2. SOIL CONDENSATE LINES SHALL BE MIN 3/4' DIAMETER PVC DBL. TOP PLATE DBL. TOP PLATE A. NET ALLOWABLE 501L BEARING PRESSURE USED IN DE51GN 2000 PSI FOR (SCHEDU3) LATED T TH 1/2' AMAFLEX LAIR B CONTINUOUS WALL FOOTINGS. 4) PROVIDE CHAMUBER OR ALL WATER SUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE W'Ol;4< SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS F'ER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVIE STRENGTH OF 2500 PSI IN 28 DAYS 6) H05E BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER. 2X4 1(o' O.C. MAX. C. REINFORCING BARE SHALL CONORM To ASIM A615 A6116 OR roll, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 4. DESIGN LOADS EXCEED 4jO WATTS PER SQUARE FOOT OF TANK SURFACE AREA. A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CIHAPTER 16 2X4 1(o' O.C. MAX. ROOF LIVE LOADS OF 20 P5F 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM 5UILDER'5 OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE r1 SYP. ALL STUDS &HALL BE STUD GRADE SPF. SECURE 2X4I I IL (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL„ CONCRETE OR MA50NARY 5) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED TO WOOD W/2-12d SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. 6. TRUSSES 'AS O.C. STAGGERED SECURE 2X4 PLUMBING CONTRACTOR SHALL PROVIDE' TWO COPIES OF -BUILT' APRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER TO WOOD W/2-12d 6 FLORIDA BUILDING CODE 2001 6'-8' O.C. STAGGERED TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 10J ALL CLEANOUlS FLUSH WITH GRAPE. BT. PLATE PRIOR TO FABRICATION. 1. GARAGE DOOR 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE A ENGINEERED FOR 120 MPH WIND e3 SEC, GUST. RIDGES. SECURE 2X4 W/2-3/16' TAPCON5 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12) 51ZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 AFIC I I I IA� SECURE 2X4 W/2-3/16' TAPCON5 I\ tr-T W 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE A ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 5fZE.145 2001 B. SHINGLE STANDARD ASTM 0-225, UNDERLAYMENT TO BE ASTM 0-226 WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 FOUNDATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') I. FOUNDATION DESIGN BASED ON 2000 PSF. MIN. ALLOWABLE BEARING 15) ALL WATER CLOSETS SHALL BE WATER SAVING ib GALLON FLUSH TYPE SECURE t0 SHEATHING W/ WITHIN 8' OF EACH END NOT TO PRESSURE. BLOCK NOTES MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD EXCEED 18 O.CMAX. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND OR 1/16' O.S.B. 2X4 SOLID BLOCKING SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MA50NARY IN ACCORDANCE WITH A5TM C90 AND C145 AND SHALL SECURE TO SHEATHING W/ I/2' PLYWOOD TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR LONG. POUR HAVE A NET AREA COMMPRESSIVE STRENGHT OF ISOO PSI. MIN. 2-12d PER BLK EA. END OR 1/16' 0.5.5. 3. CONCRETE 28 DAY 5TRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM MO1. RTAR SHALL BE TYPE N IN ACCORDANCE WITH A5TM C210. I I II I I I I I I f I I I I X T 1 101� � 1 C� 4� W /W EDC LU AGGREGATE METAL ACCESSORIES 4. ALL SLABS SHALL BE MIN. 3 I/2' CHICK CONCRETE OVER 6 MIL VAPOR 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE !�I I I Y \ . � � r � � � �� X I BARRIER ov)=R CLEAN WELL COMPACTED TERMIT)=D 7Rl=AT)=p SOIL. FOLLOWING: A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: A5TM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED HOR(Z. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS OF ASTM A90. FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ VxVxl/8' MASONRY WORK, GENERAL: AT 3' O.C. STARTING AT 6' OFF EACH COMER. 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS SOLID MASONRY . DESIGN LOADS; IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 D J "1 MASONRY UNITS SHALL BE FULL HEAD AND BED OINTS. ROOF LIVE LOAD: 20 P5F 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALL& SHALL BE RUNNING OR STACK BOND CONSTRUCTION. PER WIND MAP. WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-05 KEBABS 1-STORY, SHALL PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND I REINFO=NPo STEEL' GENERAL: COf�IERS. USE CORNER BARS OR BEND REBAR. LAP A 1. f�INFORCING STEEL SMALL BE NO. 5 BARS.MINIMUM MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". FINISH GRADE 4 IN ACCORDANCE WITH ASTM AREINFORCING STEEL SHALL 615,1NIMUM A616, A611DE 40 AND IDENTIFIED 11, OR A106. 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE IBAKERS I CROSSING LOT #92 PHASE #2 IIvl[ONOLITHIC BLOCK DETAILS NOTES DATE: 8/12/03 8CAT : Wal'-0' SHEET D-AFOF 4