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Home My WebLink About322 Lusitano Way 04-2248 New SFHCONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 PHONE NUMBER CBC 055300 PROPERTY OWNEt,, ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE � r SUBDIVISION PERMIT # DATE r ` /U PERMIT DESCRIPTION i .n PERMIT VALUATION r�l rJ SQUARE FOOTAGE c tY a C 1 1 `� M 1 c r - r • n y 1 r f • a � � d �01 —011 M1515 A fkU55 PLAaKNf PLAN,11"5 INTNPi 191'0 Alb. IN THE IN5fA LA110N OF fFU55�5. 1'FU55 PPAWING5 ANP APCHIf�CfUM5 5UPFKC P� THI5 POCUMFNT, PLUMP VU55 H�0 PACK 5HIN6LF rl"Oor 12 0 VIV V. V.17 -/ V1 11 0 -016'I-- 21-011 fYPICA, T 5MACK C0PMI?5Ff I. FLING ANP 5PACIN6 HANGFF CHAPf AN — HUS 26 (S I MPSON) d a= LUS24 (S I MPSON) = HHUS46 ( S I MPSON) O= AS NOTED -- Labeled end Mark ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 30' Span r less 30' 46ro, SpanSprBar 60 degrees f or less s 1 1/2 I > I 2/3 to 1/z Ta lne span approx. T. liner Span approx, REFER T❑ HIB-91 Truss rust be set this way if crane used, Truss is an exampte, your truss may not match, Insist crane operator sets truss this way. General Notes 1) All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be installed green side up. All hangers to 'be Simpson HUS26 unless otherwise 2) noted. All truss spacing is 24" O.C. unless otherwise 3) noted. Per Truss Plate Institute HIB-91 recommendation 4) permanent X—bracing should be placed at a maximum spacing 15' O.C. across the span, to be repeated at a maximum of 20' between each X—brace throughout the structure. Please refer to HIB-91 for any additional bracing details. ROOF LOADING SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCDL = 10 PSF TOTAL 37 PSF DURATION = 1.25 % WIND SPD/TYPE= 120 ENCLOSED BLDG EXPOSURE = B USAGE = CAT II WIND IMPORTANCE FACTOR = 1 UPLIFTS BASED ON = 10 PSF EQUIVELANCY LOADING NOTE r FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55 PSF ROOF DESIGNED FOR SHINGLE ALL REACTIONS OVER 5000# AND UPLIFTS OVER 1000# ARE SHOWN ON LAYOUT. WAIL KEY 91,�.11 9' -4" INTERIOR LOAD BEARING WALL LOAD# DESCRIPTION INIT. DATE R/01 NEW JOB GSB 3/22/04 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G. N1 W1 WINTER HAVEN FLORIDA 33880 PH❑NEI (800) 959-8806 FAX1 (863) 294-2488 BUILDER: D.R. HORTON PROJECT: BAKER'S CROSSING MODEL: 1733 ELEV B CCA PROJ/MODEL/ALT N48/1733B ALT DESC: OTC: LOT: FT BLOCK: I ESIGNER PAGE G-SB ATE: 3 22 04 AN# L/4 CALE 73239R 11=11 D]ESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 • OCCUPANCY — RESI[DENTIAL - GROUP R • CONSTRUCTION TYPE — VI • 2-STORY RESIDENCE: BLDG HGT 25'-2" 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 PSF FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS ` C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. BED & BATH FLOOR LOAD: LIVE LOAD 30 PSF DEAD LOAD 10 PSF LIVING AREA FLOOR LOAD(EX: LOFT/BNS): LIVE LOAD 40 PSF DEAD LOAD 10 PSF C. BASIC WIND SPEED MPH (M/S)=: 120 D. INTERNAL PRESSURE CO-EFFICENT=+ .18 E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0 5. LUMBER A. ALL STRUCTURAL LUMBER SHALIL 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 SIEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 0 "w"w,w.0 u,vfbu,.[_b_u rRrn�r-\qnn n,, com NYSE vl_lvvvvuvv 5850 T.G.BlvdSuite600 Orlando, FL. 32822 Tex4 (407) 857-9101 Fax: (407) 857-9228 INDEX: PG CI —COVER PAGE. PG 1—FOUNDATION/DOWEL PLAN PG 1A—LINTEL SCHEDULE PG 1 B — WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 2A— OPTIONS PLAN PG 3—REAR PORCH OPTION ELEVATIONS PG 3A—ELEVATION"A" PG 3B ELEVATION"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—MISC/STAIR SECTIONS DETAILS PG D4—MISC DETAILS PG D5—DOOR/WINDOW DETAILS D.R. HORTON HOMES 5850 T.G.LEE BLVD. SUITE 600 Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JAME S CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #42"7 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 FLANS REVIEWED CITY OF SANFORD a Lu o (k z y 0 Q w 4 0 m BAKERS CROSSING LOT#88 PH 2 DATE: 04/23/04 S c ALE: V4' ■ i'-0' SHEET 3 Cl OF 5 10 f ----------------------- I� 24"X24"X12" CONC. PAD I W/(3 i*5' S E.W. ON CHAIRS MIN. 3" COVER (2)-TYP. `Kll� ■■ - ■■ -4 1/2" �0 3 I/2" L _ SLAB --31/2 „ o I ■ EXTEND ■ ■ ■ SLAB 1 1/2" OPT® C. PATIO #1 FOUNIDA'TION ----------------------------------- 40"X24"X12" CONC. PAD W/(3 )#5' S E.W. ON CHAIRS I MIN. 3" COVER 30'-0" 15; 0" 15'-011 lop. ■ - 4 1 /2 " 10 s244 ,LLI ; _ �oGONG. p1 SLAB -3 1/2" o ■ EXTE6 ■ ■ ■ —— OPT® C. PATIO 2 , FOUVDSTION 1,-----------------------------------------------_� 2 30' -0" I12'-011 24"X24"X12" _4 1/2 " 3 1/2 ° I CONC. PAD = CONC. I W/(3/*5'8 E.W. SLAM I ON CHAIRS -3 1/2" 15'-5" MIN. 3" COVER 14'--1" 41 -ro0 -2 19 -4 17 (� ■ ■ ■ / ■ ■ ■ / EXTEND—�I�-------� SLAB 1 1/2" 0'-0" ELEV. 13 10 113 FIN. CONC. SLAB pl Dl Q1 3 1/2" GONG. REINFORCED W/6 "X6 " #10/10 WWM OR I in FIBERGLASS REINF. ON (o-MIL. H.B. ■ I u VAPOR BARRIER ON WELL -COMPACTED I ■ CLEAN TERMITE TREATED FILL OR APPROVED SUBSTITUTE, (SENTRICON TERMITE SYSTEM) I ct 15'5" � 10'-0" N N u C I -' L_ J L�JL-�J X � cn � U I I I+� I DW. SINK ■ IDI = Xzv� �U)�o� I —J zl IJI OF 2X(o W LL ck I -' 0'-0" ELEV. I , 2 U FIN. CONC. SLAB %PT ■ Dl ,' �, } / � - SLAEXTEND I D I I 3 I/2" _�� I B 1 I/2" � _ J CONC. ISEAB ND2�� -' � I— — — — — 5 � — SLAB L— — - - DI bPT. I I I—�� I 3' o I IR/A A/� 4" P.V.C� 13 4' - 3" CHASE m D1 WN. IN -3 I/2" J —� SAFETI' PAN 3 1/2' 01 B 3 1/2" ■i I D1 _ I OL p q 61 CONC. SA SLAB I � D1 O 41 _4 -11-011DI ■ Q Q r- I 24"X24"X12" I x � U CONC. PAD of I LINE OF 2ND. FLR. U W/(3/'S15 E.W.--------------------- — ON CHAIRS MIN. 3" COVER I1 S 8 D1 DI ■ Q D1 -4 1/2° B ,n �■I ■■ I!o' 18'-8" 30' -0" 1� 24"X24'X12" 1 CONC. PAD W/(3 )#5' S E.W. ON CHAIRS MIN. 3" COVER I (2)-TYP. ■ ■ ■ I ,^---------------------- (� 1 ,------------- i I I � I- I fr- I I I^ I I I — — — — — — — — — — — — — — — — — — — — — — — — — 29'-0" v 141-411 -0111 opr. C. PATIO #1- ,,oPm. C. PATIO #r2d DOWEL PLAN PLAN ---------------------------------------------- 11111MENTAHMS a Q O � 1}Lt QL Q0 cn W mo U-1 b- m F- BAKERS CROSSING LOT#88 PH 2 MODEL: 99 1 7 3 R99 FOUNDATION/ DOWEL PLAN DATE: 04/23/04 SC AT 1/4'■1'-0' SHEET 1 OF 5 GRAVITY LENGTH TYPE 8U8 8F8-05 6`12-05 IC?- 0-0 4-0 28-0 32-0 8FB-I123 SF12-15 8F16-IB 8F20-15 2F24-15 8F28-0 8F32-I0 2'-10' (34') PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 6031 1526 9004 10412 11936 3'-6" (42") PRECAST 2302 3138 3311 4689 6001 1315 86 30 9941 3166 4413 6039 1526 9004 10412 11936 4'-0' (48') PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 603a 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 966E 5'-4' (64') PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5' -10' (10') PRECAST 912 1000 1059 1414 1589 2304 2121 3131 1459 2464 4144 5455 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 (9ID") PRECAST 161 1029 1615 2355 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST 513 632 1049 1469 1210 1482 1154 2021 168 1212 I818 2544 3469 4030 3121 10'-6'(12(p') PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 11'-4" (136") PRECAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1554 2441 3155 4044 12'-0' (144') PRECAST 414 545 064 1254 1ro89 2014 1510 1515 555 864 1254 1693 2211 2832 3590 13' -4' 060") PRECAST 362 421 126 1028 1331 1635 1224 1415 485 148 1016 1435 1855 2343 2920 14'-O'(168') PRECAST 335 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8' CI16') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 l65 1310 2045 26I0 3185 3165 15'-4' C184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1555 2310 2890 3410 11'-4' (208') PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 '350 1400 1800 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR 240 109ID 1400 1120 2030 21'-4'(256') PRESTRESSED N.R. NR *NRNR NR NR NR NR 940 1340 1180 2110 NR NR NR NR NR 510 12E 1660 1910 24'-0C288') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 1 410 120 1030 1 1350 1 IWO Rcm UPLIFT LATERAL TYPE LENGTH 8F8 I 12-IT 16-1TEFIT 24-I 8-IT 8F32-IT 8U88F8 8-2 12-2 16-2T2 24-2 28-2 8F32-2T 2'-1ID'(34') PRECAST 2121 2818 4101 6569 1811 9055 2021 2121 2184 3981 6401 1630 88512021 3'-6' (42") PRECAST 2165 2289 3260 5219 6204 1194 1251 1251 2165 2215 3165 4125 5091 606I 1036 4'-0" (46') PRECAST 1818 1989 2832 3680 4532 F2381 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-6' (54") PRECAST 1660 1162 2501 3257 4010 4161 1 5525 121 121 1660 I105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 13a3• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-I0'(10') PRECAST 1212- 1351 1930 2505 3084 3665 4241 418 418 1212 1315 1515 2441 3010 3583 4151 PRECAST 1141• 1200 1133 2250 2169 32W 3812 101 881 _1141 1182 1684 2192 2103 3216 3132 1'-6' (90") PRECAST 959• 912 1415 1914 2354 2191 3240 591 (051 990 1029 1466 1901 2 351 2191 3245 9'-4" (112") PRECAST 801' 612 'BOO 1269 1560 11352 2144 454 630 001 l55 1192 1550 1-310 2211 2634 10'-6'(126') PRECAST 116• 4s8 193 1021 1261 1496 1-131 39(0 493 116 (Oil 1039 1389 1111 2034 23513 11'-4" (136") PRECAST 666f 439 696 899 1104 1309 1515 UO3 556 666 535 905 12W 1595 1896 2195 12'-0' (144') PRECAST 601, 400 631 816 1001 II86 1312 340 494 631 486 818 1209 1514 1199 2086 13'-4' (160"J PRECAST 500• 340 532 686 541 alai 1153 302 398 513 409 682 1004 1361 1631 Iasi 14'-O'(168') PRECAST 455• 316 493 635 116 922 IO65 286 3�00 548 315 6291 922 1254 1561 I816 PRESTRESSED 243 295 459 591 1 124 851 990 N.R.35"i 243 352 DO852 1156 1491 1142 15'-4' (I84') PRESTRESSED 228 210 430 553 roll 901 925 N.R. 321 228 329 542 191 1012 D51 1616 ll'-4' (208')PRESTRESSED 188 236 361 464 561 114 N.R. 255 188 216 449 649 814 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 E 661 N.R. 204 165 239 383 550 136 II60 21'-4' (256')PRESTRESSED 145 186 218 356 433 590 N.R 112 142 212 33fo 411 635 501 1 993 22'-0'(264')PRE5TRE55Ep 140 180 268 343 418 493 568 N,R 1(0l 131 205 322 451 6O1 111 S41 24'-0'(255') PRESTRESSED 121 165 244 312 1 350 441 515 N.R. 135 124 186 290 408 1 538 680 833 GRAVITY TYPE LENC3Ti-i O-OP 6WIO-05 8W14-05 OW15-05 8FW22- 8W-26-0 MW30-05 F6-15 8�10-15 8hF14-1B 8t'18-I5 WO-22-15 BIi-Z6-15 8RF30-15 4'-4' (52') PRECAST 148991 3053 2982 3954 4929 5904 6880 821 flli 3412 4982 6412 1941 9416 10818 4'-6' (54') PRECAST 135149 2152 2114 3600 4451 5315 6264 02 3412 4982 6412 1947 9416 10818 ((08') PRECAST 1&5 832 1602 1550 2058 2566 3015 3505 1153 2162 4014 6412 6516 5814 6839 5'-10' (70') PRECAST 135 119 1500 1449 1924 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 (0'-8' (80") PRECAST an 901 1611 2533 2516 3223 3512 4522 901 1611 2933 4100 6130 Sill 6101 1'-roll (90")PRECAST 665 l61 1311 2252 1958 2451 2944 3439 164 1311 2329 360E 5492 6624 5132 (11W) PRECAST 311 420 534 1253 1011 1342 1614 1886 5,'5 928 14-37 211-1 2618 35% 2815 UPLIFT LATERAL TYPE LENGTH 81W-6-IT BW10-IT 6W14-IT 8WO-17 BW22-IT 8RP26-I BfaF30-I BRAE 8RF 9R= —2T 8RPI0-2 BRPI4-2T 8RPI8-2T BRF22-2T Bf-26-2 OW30-2 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 532 1244 1519 2339 3110 4008 4850 569ro 4'-6' (54") PRECAST 11212 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 3036 3831 4643 5453 (68') PRECAST 924• 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10' (10') PRECAST 896• 1138 1142 2352 2965 35131 4198 469 11 469 896 IO99 1690 2288 2891 3491 4106 6'-S' (80") PRECAST 715 682 1513 2042 2513 3101 3642 830 1100 115 956 1465 1981 2509 3035 3563 7'-6' (90') PRECAST 688 691 1 1325 1810 1 2200 2153 322-1 110 941 688 849 1 1302 1162 1 2225 9'-S' (116") PRECAST 533• 433 505 1123 1413 SLN 516 614 533 521 1009 1369 1128 4^'ST® 01W LINTEL SCHEDULE LINTEL No. LENGTH T'I'FE COMMENTS L 1 11'-4" SE32-I5/1T L 2 -1'-6' 8E16-15/1T L 3 -1'-0' 81=16-18/IT L 4 4'-6' 81=16-0f5/1T L 5 4'-6' 8E16-05/1T L 6 ro'-roll 81=16-05AT L -1 14'-0" 8>=16-15/IT L 8 6'_6 SF16-05/1T L 9 ro' OF16-05/1T L 10 15'-4" 81=16-15/IT L 11 151-411 81=16-18/IT L 12 ro'-roll 81=16-05/IT Q LLI W Z'tt V � Q lU a 0 �4 m N BAKERS ;ROSSING LOT#88 PH 2 MODEL: 99 17 3 ID 199 LINTEL �SCHEDUL]U, DATE: 04/23/04 SCALE: V4'■1'-�' SHEET IAOF 5 z O � z O � (D (2)-25-SH 0 FIRST FLOOR J K/ ✓ K/ - V -f EGRESS EGRESS I I I I I L-----------------------J SECOND FLOOR WIND LOAD u"ALU""ULATIONS COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # FOOTAGE 1 112 GARAGE 1(o' X 11 5 15.3/ -22.4 21.5/ -2ro.1 2 34 (2) 25-6H 4 20.2/-22.0 24.D/-26.2 3 64 5050-SGD 4 21.3/ -25.2 25.3/ -33.ro 4 1� 25-5H 5 21.1 / -25.0 25.0 / -33.1 5 17 25-SH 4 21.1/ -22.9 25.1/ -21.3 24 3D50 DR. 5 2O.(o/ -26.9 24.5/ -32.0 7 1ro 305D-SH 5 21.2 / -20.0 25.2 / -33.3 S 16 305D-5H 5 21.2 / -25.0 25.2 / - 33.3 9 16 3050-SH 5 21.2 / -28.0 25.2 / -33.3 10 iro 3050-SH 4 / 21.2 -23.0 25.2 / -27.4 11 16 3050-6H 5 21.2 / -25.0 25.2 / -33.3 12 I� 3m5PJ-SN 4 21.2 / -23.m 25.2 / -27.4 13 1( 3050-13H 4 21.2 / -23.0 25.2 / -2-1.4 14 16 3050-SH 4 21.2 / -23.0 25.2 / -2-1.4 Q Lu k D O 11.1 z � A cn w Q cd b- -v- BAKERS CROSSING LOT#88 PH 2 MODEL: 1733 WIND LOAD CALCULATIONS DATE: 04/23/04 SC AT: V4' ■ 11-01 SHEET I B of 5 r30'-011 71/ 1gl_/n II S.W.S. l2)-25-SH S.W.S. DINING ROOM 2 1 A N N _I 2'-611 4'-011 4X4 POST �? _TILE_ _ LINE STAIR DATA: = I r bit lro TREADS 'a 9" + I" NOSING I lO I DW. SINK LINE OF 2ND. FLf'. I I J KITCHEN 0 O oil z < <cn cfJ OPEN TO ARCH " O � A5aVE \J QQ //� -} Q cp 5'_/i 11 \\ -Cl" C/'- I11 -�° 5'-10" _C�II CG// FOYER Y(V �,co �Q %, MG. 2 r — —� m DEC PANTRY c `4 bPT1 (D. 1 _I jx\= 2X6 PWDR. 5-sH = T ; >n bPT.1 THIS WALL TO 5E � '� ,`� I W. LOAD 5EARING W/ Mt. \ W.H. �' — I Q OPT. 5ATH 03 ONLY = — — \ X = _ 2'-6" -10" R/A\ /A/C `n NICHE - j c� r _II u r 4'-4" S.W.S!• 7'-0" S.W.S. ENTRY r17 2—CAR GARAGE EXTERIOR MASONRY WALL 5RG. HEIGHTS a'- 4 " 5 RG. 9' -4" S.W.S. 9' -411 5RG. LIVING 91-411 ^: M[ ^ROO 1 _4 10'-011 I Ian I vJ 11 O 1'-4"fi I. II'-4" 1ST 1 9' - 4' CLG. LINE OF 2ND. FLR. J? POUR SOLID I6'-0" X 11-01, O.N. -------------------- I W�Nij� 11111, �111� IST. FLOOR LIVING 19eo SQ. FT. 2ND. FLOOR LIVING 93& SQ. FT. TOTAL LIVING 1,1312 SQ. FT. GARAGE 313 SQ. FT. C. ENTRY (o'7 SQ. FT. PATIO 50 SQ. FT. TOTAL SQ. FT. 2,230 SQ. FT. 2ND. FLOOR LIVING W/SUITE *4/5ATH 99:3 SQ. FT. =�r I 30'-011 0" 0'-0" 0'-411 2'-1011 305 `SH 305 -SH 305 -SH c� I n LOFT/ We I -Pas OPT. SUITE#4 OWNERS SUITE = e g'-0" CLG. _ O. BATH 5'-0" CLG. m ►- o ° LAY. = of 0 , ` ' T. 5 LAV. MG. ,,qq 42 " IUA GALi� W/ = all I r' I (9 S' -10" 2' - g" V W.I.C. SUITE #3 — — - 1R-isN ,00 I' 11 _� uj - 4 ' 011 31_g114'- 2'-4" 3 1 1I_v - / DN. �00 m _' (OPEN TO _I - Mc- '>,�� m 5-0 5F. 5ELOW� LAV_ cp BATH N 2 ?� 6 - N NICHE 5 m 1 �� UE 30 - 6. I II TEMP.II -' TUB SUITE Y 1R-1SN 8'-0" CLG. �I �I W.I. C. 3050-51-1 EGRESS 3050-SH EGRESS G A AL N I� O 12'--1 O I z (_--------- LINE OF 1ST_FLR. ( � 4'-411 '-011 30' -011 2ND, FLOOR- PLAN 1 z� 12'-311 SUITE TU5 6-0" CLGF � 3050-51-1 -3GR� sH EGRESS W.I.C. i N ll 0 0 L------D LINE OF 1ST=LR.z -- I z 2ND ® FLOOR PLAN. U ELEVATION "B" MEW q w (D �r ctl N 0 BAKERS CROSSING LOT#88 PH 2 M O JLJ E II A o 99 1 7 3 R99 FLOOR PLAN DATE: 04/23/04 SIC AT: V41•11-®1 SHEET 2 OF 5 � l 12'-4" AVWff ------- — — — — — - lz S.W.S. AX a o S.G.D. OPT@ PATIO 41 5 5 305 -SN EG ESS c0 L>HWfRHWfRj -� vj SUITE r � or ri 5-0 B o , QQ 2 431/1 - .Ll DN. CoPrEN TO BELOW`-� O � i M 0 4'-41I W � - z 3050-SN EGRESS OPT ® SUITE 4 30' -011 2'-0" 121-011 ---- - — — — — — — �--�----------- S.W.S. SOS 0 S Cx.o ` S:UJ:S. (2 )- 2 5 - SN S.W.S. OPT ® PATIO #2 ( 10'-r" 305 -SN � OWEi� In a cwc-- SUITE #4 V'-01 cLG. _ 21_QII 31 _ Q II It-( -�% 2' _Q1 0, .`1 �> CCJJ CC�J J I m m - ` ,�0 cv F O ° 4 � �Av✓y - , B A I I cp .; WC. DN. N t 1' \ XOW I OPT, SUITE 3050-SN EGRESS �4 W mi a o� } z y q N W Ll IQ b- e BAKERS CROSSING LOT#88 PH 2 MODEL: 99 1 7 3 R99 FLOOR PLAN OPTIONS 00 DATE: 04/23/04 SCAT: V4' ■ l'-®' SHEET 2 A of 5 r �t f § [4 t. r� x� n Ilk� ow } �z 4 cD w Ll -d- 0 BAKERS ;ROSSING LOT#88 PH 2 MODEL: 99 1 7 3 R" OPTIONAL PORCH �4 PLANS 00 DATE: 04/23/04 SC AT: 1/4' ■ 1'-0' SHEET 3 OF 5 14 2S'-2" E3LDG HGT. 512 54 18'-S" BRCS. NGT. _ _ 18'-S" BRCS. NfzT. 18'-8" BRCx. NCzT. _ _ _ _ _ _ _ 18'-S" BRG. HGT. -O" I'-0" -Oil SCORED SCORED SCORED - COL. 4 Ltd � (3)-TYP. � 12 5 �. 10'-8" 2ND. FIN. FLR. _ 5 _ _ _ _ 10'-8" 2ND. FIN. FLR. g'-4" BRG. NCzT. 9'-4" BRG. HGT. RAISED SCORED RAISED 411 RAISED BAND �r m'-O" FIN. FLR. N O'-O" FIN. FUR. y Ily ------ mmmuLlElm -r FRONT ELEVATION 10'-8" 2ND FIN. FLR. _ O'-m" FIN. FLR.,�, 111117 URI 10'-0" 2ND. FIN. FLR. 9'-4" BRCS. HGT. m'-O" FIN. FLR. I � Q o �3 } w A �u L1 m Q b- N BAKERS CROSSING LOT#88 PH 2 MODEL: 99 1 7 3 R99 ELE VATIO N „B00 �-19 (-DATE: 04/23/04 SCALE: V4$xl'-m' SHEET 3 B OF 5 t M-META-fro TR',USS PLAN ENG'D. BY TRUSS CO. #CONNJEGTORS TO BE 61t 1PSON U.N.O. *TRUSS HANGERS TO BE SUPPLIED 4 #TRU5e TO BLK META -fro W/ (12) 1mdX1-1/2 #TRUSS TO WOOD MTS-12 W/ (14) 10dXl- I/2 r PRE -ENG' MSTA-24 MSTA-2?4 DBL. 2X4 2x12 BM. DBL. 2X4 TOP PLATE TOP IPLATE (2) 2x4 BTM. PLATE SECURE W/ (2)1/2"x9" A.B. 1-15TA-24 M5TA-24 JAC< JACK N (A)ENTRY DETAIL (2) �2x4 5TM1. PLATE SECURE W/ (2)1/:2"x9" A.B. t1=L1 A� m m 0 U u I ILA II EJP II r__11 CJ3 I '�i3O \e I CJ3 I ------- Pi'l ------- -OPT, C ® PATIO #1 1 I OPT. C. PATIO HEADER SPAN CHART SINGLE STORM' APPLICATION SIZE CLEAR SPAN DBL 2Xro DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-4" 5'-4" TO - 1.-0" 7'-ID" TO I011'-0" 10'-0" AND OVER TWO STOR"r APPLICATION DOWN STARS SIZE CLEAR SPAN DBL 2X& D8L 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-0" TO &'-4" 6'-4" TO 01' -011 &'-0" AND OVER L. 2X4 PLATE 2) 2X4 3TM. PLATE iECURE W/ 12 "x9' A.B. (:�)_EINTRY DETAIL MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 81-0. 4'-11 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 �11W"- Ufi l WALL AND HEADER STUD F�,'E0U f f:;,:1El�f ENTS 2x12 2xI2 /16' osB NAIL (3) 12d Q 24' O.C. TYP. 2x12 BM. CONNECTOR SCHEDULE SIMPSON UPLIFT FASTNER META-16 1205 9-10dx1 1/2 1-PLY, 6-16d 2-PLY (2) META-16 1965 16-10dx1 1/2 I -PLY 2410 12-16d 2-PLY HETA-16 1515 11-106xl 1/2 I -PLY, 1-16d 2-PLY HETA-20 1515 11-10dxl 1/2 I -PLY, I-Irod 2-PLY (2) HETA-20 2035 16-10dxl 1/2 I -PLY 2500 14-16d 2-PLY MGT 3965 (1) 5/5 ANCHOR BOLT TO CONCRETE, (22) 10d TO WOOD MTS-12 1000 14-10dx1 1/2 HT5-20 1450 24-10dxl 1/2 LSTA-18 1265 BEAM TO POST (14) 10d MSTA-24 1640 18-1001 M6TA-36 2135 2ro-10d M8TI-36 2505 36-10dxl 112 MSTI-48 3420 48-10dxl 1/2 ABU 44 2200 TO CONC. 5/8"X9' A.B. SET IN EPDXY, TO WOOD (12)16d ABU 66 2300 TO CONC. 5/8"XV A.B. SET IN EPDXY, TO WOOD (12)16d HDSA 9450 TO CONIC. 1-1/8'X9" A.B. SET INEPDXY, TO WOOD 3-1/8"X5' THRUGH BOLTS HGT-3 9685 TO CONC2-3/4"X9' A.B. SET IN EPDXY, TO WOOD 8-10d HGT-2 8665 TO CONC. 2-3/4"x9" A.B. SET IN EPDXY, TO WOOD 8-10d MTT-25-5 4455 TO CONC. I-5/5' OR 3/4'X9' A.B. SET IN EPDXY, TO WOOD (24)-16d LTTI-31 2310 TO CONC. I-5/5' OR 3/4'X9' A.B. SET IN EPDXY, TO WOOD (15)-10d x 1 I/2 HTT-22 5260 TO CONC. 1-5/5' OR 3/4'XV A.S. SET IN EPDXY, TO WOOD (32)-16d SINKERS LTTI9 1350 TO CONC. 1-3/4" OR 3/4'X9" A.B. SET IN EPDXY TO WOOD (8)-16d SINKERS MBHA 3.56/1125 34-15 TO BLK (2) ATR-3/4x8" TO WOOD 18-10d HUC 412 1810 1 TO BLK. 6-3/16'X2-1/4' TAPCONS (3-PER FLANCsE), TO WOOD 10-16d H6 950 1 TO PLATE 8-5d, TO STUDS 5-8d ALL ANCHOR BOLT CONNECTIONS TO SLAB CAN BE SUBSTITUTED WITH 5/0' x 9' THREADED ROD MINIMUM 6' EMBEDMENT SET IN EPDXY ALL ANCHOR BOLT CONNECTIONS TO BLOCK TO BE SUBSTITUTED WITH 5/8' x 9' THREADED ROD MINIMUM 6' EMBEDMENT SET IN EPDXY 22X3(o ATTIC, ACCESS \ 11 ACHE _Q 1� A2 I _ _ = A3 = A4 A5 A6 AIG E31 B2G C4 _ -\ C2 ILI cJl DGE I I I I I I I I I------------------------J FLOOR JOIST PLANJ NOTE: # FLOOR JOIST TO BLK. 5IMP50N HETA-i(o a END 4 EVERY 32" O.C. ON PARALLEL FLOOR JOIST. 7 2803 1 Q O � w Z Qcf7 w m <t 0 t-- BAKERS CROSSING LOT#88 PH 2 MODEL 99 1 7 3 R99 TRUSS PLAN DATE: 04/23/04 3CA.&E: V41•1l-01 SHEET 1 o� 5 a F ELECTRICAL LEGFENp SYMBOL DEFINITION NOTES n n IIOV OUTLET 1/2 OF outLEt IIOV OUTLET WI WIREp TO SWITCH EaUfPED WITH dGF1 IIOV OUTLET GROUND FAULT INTERUPTER ��JJJfffj// 220V OUTLET EXTERIOR GROUND FAULT I WATERPROOF OUTLET INTERUPTER SWITCH 3 SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OF-FR. WALL MOUNTED LIGHT CEILING LIGHT i 1 VAPOR PROOF `O�VP LIGHT i 1 RECESSED �OJ CAN I CFM PER VENT. FAN 5Q. FT. VENT. FAN I CFM PER W/LIGHT 5Q. FT. 2' LIGHT STRIP 4'LIGHT STRIP 4' TRACK LIGHT FLOURECENT WRAF` E AROUND _ 2' FLOURECENT 4- FLOURECENT ® PANEL METER SMOKE GATT. BACK-UP O W/ HARDWIRE DETECTOR INT fR- c CTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. En DISCONNECT AIR COND. A/C DISCONNECT TV. TELEVISION JACK CEILING BOX REQUIRED TO CEILING BE SUPPORTED FAN/L IGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD L IGHT INTERCOM SPEAKER EMERGENCY LIGHT WP. \�---- CFI LIVING ROOM / CLG. FAN G=� l 0:: < SINK I / \ r --I \ IGFI 1 0 0 CFI EMERG. fill I �a v v 0 bo� R < FOYER /� I � II /TO SWITCH CHIMES I I / FI METEiR ABV. FEILD PWDR. oPrr., a I LOCATION \ / D I WP. Z a \1 oP W. \ / arc WH. PANEL 1 — � \ A x C — — CONp�. IPB FOR \\ TO SWITCH/ AB / / A/C I / > <CzFI ,/ 44" A.F.F. / / // \ \ I WP. / r ENTRY // , i I 2—CAR GARAGE l \ I \ I GLG.OUTLET y— — — — — — — — — — — — — — — — — — — \� ! — — — — — — — — — — — — — — — — — — — (2) 2/0 XHHW ALUMINUM CONDUCTORS (1) XHHW ALUMINUM NEUTRAL. (I) 4 XHHW ALUMINUM EQUIP.GRD POWER COMPANY /� PEDESTAL DINING ROOM NEMA 3R COME30 150 AMP DISCONNECT 120/240 VOLT M ANp 30 CIRCUITS METER CAN MLO SERVICE BY 150 OTHERS AMP. (2) # 2/0 XHHW ALUMINUM WIRES (1) # XHHW ALUMINUM WIRE NOTE: ELECTRICAL MATERIALS AND IN;5TALL,4TIONS SHALL COMPLY W/ APPLICABLE PROVII510N5 OF THE NATIONAL ELEC. CODE, LOCAL CODES, AN[D THE LOCAL POWER CO. 1'4 BARE CU TO GROUND S FT. GROUNDING; ROpS S FT. APART I I I I I I I I I I I I L------------------------� UNIT 1-133 LOAD INFORMATION GB CKT. WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 REFRIGERATOR 20/1 2 12 1200 DISHWASHER 20/1 3 12 1200 DISPOSAL 20/1 4 12 100 MICROWAVE/HOOD 20/1 5 12 1500 DRYER 30/2 -1-9 10 5600 RANGE 60/2 5-10 S 12000 WATER HEATER 30/2 11-13 10 4500 A/C AIR HANDLER 50/2 14-16 6 8000 A/C CONDENSER 30/2 13-15 10 306-1 SMALL APPIANCE CIRUITS- 20/1 16-la 12 4500 1133 SQ. FT. LIGHTING/RECEPTO 3 WATTS 15/1 19-21 14 5304 TOTAL LESS A/C, LOADS 1ST 10000 REMAINDER PER NEG-220-30 (B) A/H UNITS PER NEC-220-30 (C) (5) TOTAL VA VA 10000 20304 11067 DEM. 10051. 40% 65% AMPS 4926 30199 10000 11280 1194 28413 119 ELEu*`TRlu"AL PLAN LOC. OF T_V. AND PH. OUTLETS 4 FAN TO BE VERIFIED oHOMEOWNER PRECONSTRUCTION MEETING NOTE: -ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: *20 AMP DEDICATED LAUNDRY CIRCUIT. TO SWITCH BELOW 01P T. SUITE 4 OPT. tiLJITE 414 W spa Q O � Q � (Q 0 i- BAKERS CROSSING LOT#88 PH 2 M0 DEL. Lp LAN DATE: 04/23/04 SCALE: U4'■1'-m' SHEET 5 OF 5 t 5P-4 16" O_C./EA. STUD 2X4 DBL 2X4 MID -WALL MIN. (o" EMBEDMENT 1/2" X 9" TOP PLATE 2X4 MID -WALL. BLKG ANCHOR BOLTS AT 3' O.C. ra"X6 " #10 W.W.M_ #5 REBAR SET IN 2000 1/2 " X 9" A.B. 32 " O.G. 2 X4 M I D - WALL 1 /2 " X 9" A15.3211 O.C. BLKG 2" ABV. CONC. z PSI EPDXY 25" MIN. ABV. �" EMBEDMENT E3LKG 6" EMBEDMENT 2X4 STUD 2X4 STUD SLAB/6" MIN_ EMBEDMENT 1�0" O.C. MAX. l�o" O.C. MAX. `4 ro"X�o" #10 W.W.M. cp II 6 X6 " 010 W.W.M. 2X4 P.T. SP-4 l�" O.C./EA. STUD BT PLATE 2X4 P.T. BT PLATE SF-4 1�" O.C./EA. STUD 2X4 P.T. BT PLATE - w IL (2) CONT. #5 REBARS z p� u M M M M M M _w CONIC. SLAB - q CONIC. 5LAE3 - 1i _ 2 -"5 S ON CHAIRS } 41I 1 -8 z GONG. SLAB - B-� m o 2 #S's CONT. _ 3 #5's CONT. 2 #5'S CONT. _ -' U TYP. RETROFIT FOR ALL 1 0 � _ I 0 � � � OMITTED FOUNDATION DOWELS `� WOOD FRAME FOOTING 1 TYP. WALL SECTION 11NTEfiRfOiR BEAIRIING WALL INTERIOR' BARING WALL INTER'IOR BEAiRING WALL/NO UPLIFT BLK. SINGLE STORY 1- STOR,1' 1= STORE 2 - STOR�1' 3 1/2" HEAD OF GARAGE 3 I/2" � HEAD OF GARAGE �--#5 DOWEL BARCONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) /� DIM VARIES 5/8 DIM VARIES " 9" ANCHOR BOLTS AT 3'O.C. -f 5/S" C B II 6 "xro" #10 W.W.M. -1 5/8" CURB II 6 "xro" #Io W.W.M. CURB II 6 "XC " #10 W.W.M. 9 ANCHOR BOLTS AT 3 O.C. MIN �" EMBEDMENT ONLY IF UPLIFT ON WALL � X6 #10 W.W.M. „ N MIN (o" EMBEDMENT " EXTEND 1 1/2 I - z _ z m -& "x&" #10 W.W.M. RECESS /2" } II } II 9 r IL_ � - - _ `� o o� 2-#5 5 ON CHAIRS m o �� (3-5'5 W/2-5TORY) o 0 0 2-#5'5 ON CHAIRS 4" o o 1 SINGLE (3-5'S W/2-5TORY) SING 8" cn I'-8" 3 #5'S ON CHAIRS STORY STORY 1_02 #5'S ON CHAIRS I -g TWO THICKEN EDGE GARAGE CURB STOP INSIDE FTG. AT GARAGE STEP-UP STORY STORY INSIDE FTG. AT GARAGE STEP-UF' 0,4 GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 1-STORY BEARING WALL 2-STORY BEARING WALL DOOR RECESS 8 g CONC. SLAB OVER CLEAN, COMPACT TERMITE TREATED TOP CORD BLOCKING AT 4' (3) # 5 RODS EA. WAY ON 8" L GARAGE SLAB � � L, & MIL. VIS. VAPOR O.C. MAX. IN FIRST 2 FRAMING CHAIRS (MIN. 3" COVER) - 16 Q ``� �, Z "X�" #10 W.W.M. SPACES AT EACH END. GRADE L'011 LIDINr POOR TRACK RAFTER OR TRUSS _ 1 ��>>= r nl.lr, CUi� LUA��- 8" CONIC. DRIVEWA`r' _ -M-�- (1)S RE5AR GONT. ROOF SHEATNINCx V m 2 0 1 I/2 9 1/2" TO FRONT(1/4" -1/2 ") A` BEYOUND GARAGE DOOR oho o 3 05's CONT. 1'-all 3" MIN. COVER N p CL 4 4IK a� cMU TYP. n z n C�PE�1�G 7f T roll PVC GHA5E ': '►:'S:r�� 3 1/2' 2500) P51 CONC. 5LAI5 1\ _ '' W1 WIREMESH OVERy V 24"X2�" EXT. PAD SLAB AT SL. GLASS DOOR Y ro MIL VAPOR BARRIER BUILDING LENGTH 2-STORY FOOTING 'V" TERMGI-TEATTREwATED�MOILCTED ROOF SHEATHING LAYOUT (2)'5 REBAR 3MIN COVER D KEBA " B AND ENDWALL BRACING CONT. FOR GABLE ENFRAMING 1 -4 3 M II II III I PIPE Q FOOTING II II II I I #ad GUN NAILS 6 II II J I cn iv 12" O.G. IN FIELD POURED LENTIL TO BE II II II OUTSIDE BAR Q) l� '•.� o,CONT. (TYP) #5 REB:4R II II I I DOWEL LAPPED � Q 2X WALL FRAMING II I .y. j ' • •;:^ ':: II p CONTINUOUS III WITH WALL iREINF. ;,s.. fl•f :.p.Y;' • 11J (3) 1/2 X8 BOLTS u n ANCHOR = � rtli{..�.•f��:.;:f1•;'K..��;,;,tf•.,.t. m`f?.;�A•r.:r.• � U 8u GMU FILLED or (3) 1/2"XS" J-BCOLTS = _ _ — = = I I ,,�;;.5;,': 's, ,;i;.,f`';. �':;"r;•:k;;;'•• a...,' z CELL (TYP.) �MIN. o" EMBEDMENIT — — — — 4..j',r�-Trti��,,:'r^aV47 _ W/ 2"X2"X1/0 WASHEIR AND 25" LAP MIN. LL = _ _ _ �_ _ _ = ro' PVC CHASE EXT. FRAME WALL TO NUT SPACED EVENILY FROM 31, MIN COVER oi�lt. BLOCK WALL CONNECTION FLOOR TO BOND BBEAM. SET TYP_ REBAR LAP T Tf=. FLOOR DECKING IN JOINTS PRIOR TO FILLING_ CORNERS ATTACNI''IENT TO FLOOR JOIST R (SLEEVED ANCHORIN SOLID GROUTED 05 CORNER BAR POUR ACGEPTABL'.E RETROFIT) 2-05's REBAR w I STORY CELL ALL LAPS 25" MIN. EA. SHEET TO BE GLUED AT ALL 3-#5's REBAR -a 2 STORY 7YP. REBAR LAP EXPOSED JOIST 1 INT CORNERS GARAGE IDOOR f NFORMAT f ON P U NAILS 15)EDGES #8d GUN NAILS GROUTED TIE TO HORZ. BARS BOND BEAM z 8" MIN. EMBEDMENT '� �o O.C. IN FIELD � BRG. HT. VARIES qv TIE TO HORZ. BARS t 1 1/2" MIN POURED LENTIL @ cn COVER CONT. (TYP) 0" MIN. EMBEDMENT N Q BONRD BE°M BRG. HT. w � Q w LI U HORZ. VARIES —_� ; 11-I 70 . HORZ_ REINFORCING VERT. REIINF. REINFORCING U #5 VERT. REINF. -'� SIDES: (" NOOK IN GR>OUT-ED (" HOOK IN GROUTED CELL PRE -CAST HDR. 2X(a GARAGE DOOR BUCK W/ z z Z CELL (3) 1/2 "XS" ANCHOR BOLTS @ �Y o 'b� or (3) 1/2"X8" J-BOLTS U cp �C CLEANOUT REQ'D 6" EMBEDMENT MIN. pJ # —� T1'P. EXTERIOR SHEATHING FOR GROUT LIFT "`e W/ 2 "X2 "X1/a WASHERR AND cp = , f > 5 FT. UNLE55 SCELLU (TIYP. D NUT 5PAGED EVENLY FROM @ = ATTACHMG ENT FOR ROOF SHEATHIN CLEANOUT REQ D HORZ. N FOOTINCx DWL IS - FLOOR TO GARAGE DOOR HDR. @ ; ", FOR GROUT LIFT RE INFORCING NOT REQ'D. •' ; f IN JOINTS PRIOR TO FILLING. NOTE -w- — — > 5, FT. UNLESS HOOK WHEN GLUED TO ROOF MEMBER HORZ. REINFORCING FOOTING DWL IS 3" MIN. 1-2X6 PT BLOCK Q CENTER OF (0"-8" '� EDGES 4 1011-12" IN FEILD �" NOOK } NOT REa'D. OVER D00R SEADEiR /(1) HORIZONTAL/VERTICAL REINFORCING m Ou HORIZONTAL/VERTICAL 1ANCHOR BO LTS �� REINFORCING BRG. CHANGE or (1) 1/2"X8" J-BOLTS T'I'P. EXTERIOR SHEATHING ATTACHMENT (o" EMBEDMENT FOR SHEAR AND UPL IFT APfe- W/ 2 "X2 "X1/8 WASHER AND NUT (0.6.5. TO BE STRUCTURAL GRADE) � CONNECTORS FROM PLATE TO STUD TO PLATE ARE NOT REQUIRED EXCEPT AT OPENINGS BAKERS ROSSINC LOT#88 PH 2 MONOLITHIC �-I DETAILS NOTES DATE: 04/23/04 SCAT: V41.1'-01 SHEET D 1 OF 5 2X4 SU8-5AND HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND � (SEE TRUSS PLAN 2X4 SUB -BAND � FEILD STREAM CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS 2X6 SUB-BA,C 2X6 SUB-k3ANp 2X6 SUB -BAND METAL LATH LAKE KENOE,CYPRE55 HEAP 4 -0 O.C. MAX ALOMA WOODS LAKE KEHOE,CYPREBs HEAD LAKE KEHOE,GYPRE55 HEAD ALOMA WOODS ALOMA TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16" OSB OR 1/5" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE �- OVER #15 FELT R-19 INSULATION j- / 6" OSB�R� 2t PLY. 1/2"� PLYWOLT OD D FINISH -1/16" OSB. SHEATHING F18ERGLASS SHINGLES _ R-19 INSULATION J OR 1/2" PLY. ON #15 FELT OVER 3/4" T 4 G PLYWOOD 2X4(CONT.) �/16 058. SHEATHING SEE TRUSS ENG. ROOF TRUSSES HURRICANE STRAPS METAL DRIP EDGE TO BE GLUED (SEE TRUSS PLAN FOR PROPER 24" O.G. 4 NAILED FOR CONNECTOR)QMM I/2" CLG. 80ARD � TEXT. METAL DRIP EDGE ° (U#5 CONY. 2X4 DOUBLE PLATE (TYP.) 2X4 5PF STIFFBACK AT BRACING EME3�pDED LL UPRIGHTS OVER 4'-10" ALUM. FINISHED VENTED SOFFIT LINTEL STRAP 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2u CLG E30ARD 4 TEXT. 1/0"S" TEXTURED FINISH S LINTEL Bo 0 LOCK FILLED 1/2 ALUM. WINDOW X OVER15 FELT OVER DRYWALL BEE FLR./ELEV FOR DES. WOOD BASE (TYP.) R-19 INSULATION -f/S"TEXTURED FINISH ON-1/I�o" O.S.B. SHEATHING CMU'S TEXTURED PRE -CAST LINTEL 3/4" T 4 G PLYWOOD OR 1/2" PLY. �- FIN16H FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4' FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2' CLG. BOARD 4 TEXT. TUJO STORE' PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.)FOR JOIST TYPE SIMPSON 14TC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) " OR MSTA-24 24O.C. MAX 2X4 NAILER (CONY.) OCONYSEE TRUSS S-LAN S" CMU R-4.2 INSULATION - C1'S . FOR I lX2 FURRING STRIPS ALUM. WINDOW 5AN[D [DETAIL 1X2 P.T. FURRING STRIPS FLR JSTTTO BLK TEXTURED FINISH 1/4" WOOD BASE u 1/2" DRYWALL SEE FLR./ELEV FOR DES. SILL 374 S LINTEL BLOCK FILLED 1/16" OSB SHEATHING WOOD BABE (TYP.) PRE -CAST LINTEL OR 1/2' PLY. UNDER FELT BARRIER PRE -FAB TRUSS FLOOR JOfsT/ 6"X6" #10 W.W.M. SEE FLR./ELEV FOR DES. ALUM. WINDOW SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. OR FIBER MESH SEE FRAME PLANS SP-4 32" O.C. '� STUD—/ 2X4 DBL. TOP PLATE 0 REINFORCEMENT FOR E JOIST TYP PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-16",a 32' 0. C. MAX " 1/2 CLG. BOARD 4 TEXT 1/2 DR1'UJALL COMPACT,TERMITE TREATED O (1)5 CONT. w z w " SOIL OVER 6 MIL VIS. VAPOR " 2X4 WOOD STUDS Y O 1'-4"N-2 #5 CONT. 8 CMU BARRIER,W/6X6 #10 WWM S LINTEL(BILOC< 1X2 FURRING STRIPS 2X4 CONY. STRESS el(o" O.C. U U TEXTURED FINISH 1/4" - o 0 1/2" DRYWALL BLKI OCNG MID-I.UALL WOOD BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE 0 c° SP-4 32" O.C. @ STUD 1/2 "X9" A.B. 32" O.C. ALUM. WINDOW (WHEN UPLIFTS 6 " EMBEDMENT z w SEE FLR./ELEV FOR DES. TYP. UJALL SECTION T BILL BLK. 1- STOF-,Y ° „ # WOOD 5A5E (T T'P.) GONG. SLAB z - 6 X6 10 W.W.M. PRE -CAST 51LL 4" 4" w z w 3 #5's CONT REINFORCEMENT CONC. SLAB 2 #S's CONT. 1 -4 m II all GMU 6 MIL VIS 11 APOR BARRIER INTERIOR BEARING WALL TEXTURED FINISH 1/4' ASPHALT SHINGLES OVER T rf=. WALL SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON 7/16" 0.6.5. 2"X4" EBLOGKING - O w cp p0 NOT INSTALL CONNECTORS. ~ Q SHEATHING OR 1/2" PLY FIRST T"WO BA`r'S 2 -STORE' cif Z METAL DRIP EDGE - 4'-0° O.C. MAX �'1 6"X6" #10 W.W.M. 2X4 DBL TOP PLATE 2X4 SUB -BAND � � ° ° RE IN�ORCEMENt CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS FEILD STREAM FOR PROPER (SEE TRUSS PLAN) z 2X6 5UE3-5AND 'a} Z } LAKE KEHOE,CYPREB5 HEAD BRACING DBL. TOP PLATE , O = O (3) #5'S CONY.AJ WRAPPED/OMA WOODS FINISHED FASCIA 2 4 ROOT= TRUSSES O.C. CRIPPLE STUDS SP-4 ^ U ``� U 1/2" DRY WALL ENG. GABLE TRUSS R-19 INSULATION Ff RST FLOOR BLOCK 2X4 5PF STIFFBACK AT SECOND FLOOR FRAI" IE �/16° o.s. ALL UPRIGHTS OVER 4'-10° HEADER (SEE PLANS) 2X4 16" O.G. MAX (SEE TRUSS ENG. FOR SIZE) 1/0" TEXTURED FINISH OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 PT. (2) LAYS NAILER CONT, 1/2 CLG. BOARD 4 TEXT. TEXTURED FINISH -1/16 O.S.B. SHEATHING BT. PLATE OR 1/2" PLY. R 2X4 S 1116 2X4 DBL. TOP PLATE LATH 5 0V E ON GALV'D. META t. '.....� MIN. ro" EMBEDMENT o.S.8.5ECURE 3EA, LAYER SP-4 .-�.- I--�IDR. STUDS)/JACK(S) SF:-4 32 O.C. � STUD t•, 2x4 P.T. PLATE W/ o W/2 Sd,s S"- 12 O.C. • 1/2 DR i WALL '' 2" DIA. WASHER 1/2"X9" ANCHOR BOLTS MAX. LSTA 2X4 WOOF-) STUDS #52R BAR CONY. MIN. (o" EMBEDMENT 1/2" X 9" A.B CAR J-BOLL STUD 12 12 HDR. FULL LENGTH STUD(S)/ KING 5TUD(S) SF`-4 2X4 CONT. STRESS r • .4 (r W/2" DIA. AT 32" O. C. 32" O.G.MA)X T'OP BOTTOM) BLOCKING MID -WALL +rr ,•; SECURE TRUSS TO 2X6 W/ &ECURE 5P-4 126 la 6"-S" 3/4" T 4G SUBFLOOR CONC. FILLED LINTEL T'O STUD W/ '•:�:'•'�: PLYWOOD TO TRUSS NAILING E3LK. REINF. IWITN Cll#5 ROD I-10dX1 1/2" GLUED 4 NAILED �'• ''' ` EDGE ri ''•• '.�'i (o" O. C. a IN FEILD ,a all GMU SHEATHING OVER 2X4' FLR. JST. SIZE SEE FRAME PLAN 1X22 P.T. FURRING STRIPS •':�:`�••'•• TEXTURE FINISH MAIL PER SCHEDULE R-•4.2 INSULATION - - - - - - - _ _ _ - - 2nd FLR, STUD TO 1 1/2" CLG. BOARD TEXT_ 1/2 °DRYWALL - - - -� T - - - - - - I 1st FLR. STUD 2X4 DBL. TOP PLATE WOOD FRAME TO BLK. M5TA-36 321, O.C. 1/2" DiR"rWALL 2X4 WOOD STUDS I I I I I I 2X4 CONT. STRESS WOOF-) BASE I I I I I I NAIL PER SCHEDULE/ BLOCKING MID -WALL BOLT PER FND. PLAN 2X4 FT. PLATE II II I •. I SP-4 32" O.G. 'W STUD 1/2"X9" A.B. 32" O.C. p6 MfN. 6" EMBEDMENT ��qq z oa � U 6":X6" #l0 W.W.M. SP-477 CONC. SLAB z 2X4 COLLAR TIE �2X8 RIDGE } 0 0 OR; FIBER MESH 4" 4" O EVERY OTHER RAFTER O REINFORCEMENT T,I"P ExTERIOR oP�NIN� IN FRAME 3 s CONT. _ t 1 -allm 2X6 RAFTS O(X W Z 4 y} w -u OU m OU } 2 05 CONT.2-12d EVERY TRUSS U m T'rf=, WALL SECTION 2 -STORM' 1X6 NAILER 3-12d RAFTER INTERIOR BEARING WALL. 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 7/16" O.S.B. IXS NAILER OR 1/2" PLY. 2-12d EVERY TRU55 1/4 BLK. 1-STOR�r �C-ABLER MINfM�M WALL AND �4ADPR CONY. FRAMING DETAIL=/VAL=L= "� Zoo, MAXIMUM HEADER SPAN (Ft.) UP TO 5'-m" TO g'-m' 4'-I1 1/2' -1'-I1 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS I 2 AT EACH END Cr HEADER 3 BAKERS CROSSING LOT#88 PH 2 MONOLITHIC BLOCK DETAILS & NOTES rDATE:04/23/04 SCALE: 1/414-01' SHEET D 2 OF 5 i # 1000 UFL IFT S IMPSOM MTS-12 W/-I 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 2000 UFL IFT (2)51MP5OM MT5-12 ONE EA. SIDE OF TiRL OPPOSITE SIDE OF )_ W/1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -Ruse FINISH g LANDING 3 BOND BEAM TAP CONS MIN. 2" COVER 2" APART TRUee ANG�40R 1DETA f L- = f;PETR,O1 f T 9" MIN. LESS THAN 10" REQUIRES 1' N05ING D5L 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+1T=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE v NARROW END MIN. IV WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4' PLYWOOD 2X12' TREAD cUT TO FIT ,— 1X£3 RISER LESS THAN 4" TYP, II II II BETWEEN, SPINDLES 1X2 PT.TOP OF BOX 5P4 OR H-5 TOP PLATE TCO STUDS DBL. TOP PLATE —may 2'-0' A5V. 10'-0' LEVEL 1TO ROOF 2X4 STUD OR 2'-O' A5V. HIGHEST RIDGE WITHIN 2'-0' 1/I6, OR 15/32' O.S.5. N WI-1/6' TEXTURED 101_0' FINISHED OVER GALVINIZEDMETAL— ---— — — — — — — — — — — — — PAPER BACK LATH / FRAMED CRICKET SIMPSON H-5 (MIN.) a 2X4 TO TRUSS HANG 1' NOSING TYP. � 4 m � r STAID SECTION DETAILS PRE. ENG. TRU55 C H T-It I `>, rz� D E I f 'c I L 5 SIMPSON 14-5 (MIN.) m 2X4 TO TRUSS k2X4fKATE—\ SECTION PRE. ENG. TRUE IX2 PT.TOP OF D5L. TOP PLA 7/16' OR 15/32' W/l/B' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK I CRICKET 2'-5-1/2" FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO D5L. PLATES A5V. 12" Z F -4 3�?" MIN. FINISH STAID UJINIDfP, IDTAIL ASPHALT SHINGLES OVER * 15 FELT ON 1/16' O.S.B. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-12d g EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS (2)' Imd NAILS :A END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' Illro' 05B SHEATHING USE: Sd NAILS AT 4' co.c. EDGE 4 (o' o_c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. CoMMOM (W/' 2' DIA. WAS ERB) g 32" O.C. MAX. 1/2" CLG. 50ARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 126 6 EA. TRUSS R-n MIN. 1-*5 REBAR CONT. 2X4 SGNT TO DIPATADAC . 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-O" (3) 'X' BRACE (1 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G�AF=51=E ENS GROSS 5RAGINS 1- STORE' F SECURE TO 2X4 15LK W/2-12dRE TQ SLK W/ META-I6 2X4X�4' SECURE TO TRU55 W/ 3-12d MAX TYP. 2x4 BLK 5ECURE THRU TRU85 W/3-12de "PER ENG'D TRUSS 24' O.C. MAX 1ft'2'- 2' -0" EXTENSION OFT SERVICE DR. N.T.S. METAL LATH -1/16" 055 OR TEXTURED 1/1io" 055 OR- 1/2 " PLYWOOD FIN15H 1/2" PLYWOOD W/ 150 FELT W/ 150 FELT ZX6 (CONY.) 2X(o (CONY.) 2X4 (CONT.) 2X FLOOR JOISt 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. OVER HETA-16 JOINT LAP CAULK SIMPSON GMU'S HETA-16 CMU15 TEXTURED TEXTURED FINISH FIN15H TWO STORY TWO STORY FIRST FLOOR BLOGK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER * 15 FELT ON 1/16' O.S.B. — C2) 2X4 02 ND SYP DIAGONAIL BRACE W/ 3-12d g EA TRUSS ( DIAGONAIL BRACE 70 COVER 5-TRU6SE6 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-I0' 1/16' OSB SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 GOMMO7� LAG OR SIMPSON HTC-4 ® 32' O.C. MAX. 1/2' CLG. BOARD TRUSS 24" o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d g EA. TRUSS R-19 MIN. SHEATHING NAILING TO BE 2X4 SYP RAT ADJACENT Or- IN FIIELD TO DIAGONAL BRACE. 4' O.C.GALL EDGES W/Bd NAILS D5L TOP PLATE 72X4 STUD 16' O.C. MAX. 2X4 5TM. PLATE 3/4' T46 SUB -FLOOR r GLUED 4 NAILED HETA-16' FLR JST TO 75LK-- \—FLRTRUSS I-S REBAR CON!. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE lo CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G;,45LE END CROSS 5RAGING 2 =STORE BAKERS CROSSING LOT#88 PH 2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 04/23/04 SCALE: V4881'-0' SHEET D 3 OF 5 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4" EMBEDMENT OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAP SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 8' FROM EACH END AND IS' PRECAST HEADER(MIN) MIN HEAD SIZE 300 O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') S' FROM EACH END AND IS' 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT OR DRIVE PIN (MIN SHANK SIZE.145L EXISTING BLK ASV. MIN HEAD SIZE 300 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON I/4' TEXTURED FINISH MIN EMBEDMENT 1 1/4') 16' HIEGHT. OR DRIVE PIN (MIN SHANK 5IZE.145 8' FROM EACH END AND 18' MIN HEAD SIZE 300 i/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 7/16" OSB SHEATHING 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) O.C_ MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK 5IZE.145 -1/16' OSB SHEATHING 2 X SOLID BLK'G a ARCH MIN HEAD SIZE .300 1/4' TEMPERED MASONITE SECURE W/2-126 EACH END MIN EMBEDMENT 1 1/4') 2X4 BLOCKS GLUE E NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. B' FROM EACH END AND IS' GMU WALL IF NEEDED. MTL WDW FRAMEO.G. MAX. MIN 1-1/4' EMBEDMENT NOTE: NO GAP Q WDW FRAME TO EXCEED 1/4' CHUUA`r DETAIL 1(oII AND LAD Af;;;�CHUJANr DETAILCJTAUUA� NAILING SCHE1DUL_E ALL_ NOTES IN REFERENCE ROOF DIAP/1 TO FLORI�A BUILEDING USEE1'I/Ib' O.SB. OR 1/2' PLY WITH 00 GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND -S GUN NAILS AT 6' O.C. AT CO 001 INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. v 2 X 4 (MIN 2 X 3J 1-3/16 TAPGON OR DRIVE PIN (MIN SHANK 5IZE.145 A PRECAST HEADER(MIN) ROOF SHEATHING To GABLE END FRAME MIN HEAD SIZE 300 DBL. TOP PLATE USE 'S GUN NAILS s 4' OG. MIN EMBEDMENT 1 1/4') 4., 15" TEXTURED FINISH EXTERIOR SHEATHING SITE PLAN NOTES USE '1/16' 098. OR I//' PLY WITH -S GUN NAILS AT b' O.C. AT 8" FROM EACH END AND IS' SECURE 2 X RCP TO FIT PANEL SIDES AND -S GUN NAILS 4' O.C. TOP . 50TTOM MORE THAN /16' 05B SHEATHING PANEL AND 'e GUN NAILS AT 6' OZ. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS'ABOVE O.C. MAX. MIN 1-114' EMBEDMENT W/2-12dS 6'-S' O.C. MAXINTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 16' HIEGHT. X 4 16'O.C. MAX.(WHEN OVER 16' IN HIEGHT..) NOTE: ACU.NC1FTA�� FA1/EVERFROM ANY MANUFACTURER ITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCONCONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH PLR. ELEVATION OR DRIVE PIN (MIN SHANK 6IZE.145 2 X 4 (WHEN OVER 16' IN HIEGHT.) NAIL REG2UIi�MENTS ASV. 10s' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION .... , . ,_ . _ ...__ _ _ _ OF FINISH FLOOR BLAB WITH SIGNED AND SEALED SURVEY. _ I-IIN HEAD SIZE .3([J(CJ MIN EMBEDMENT 11/4') 8' FROM EACH END AND 15" O.C. MAX. MIN 1-1/4" EMBEDMENT "Ul6' OSB SHEATHING 114' TEMPERED MASONITE GLUE' t NAIL W/Sd'S S'-12' O.C. IF NEEDED 2 X SOLID BLK'G im ARCH SECURE W/2-12d EACH END ATTACHMENT PER MANUFACTOR'S SPECS. SIZE HEAD LENGHT DIA. TENSIL STR. 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAYING JURISDICTION 4) ALL ON -SITE DRAINAGE WALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF-81TE DRAINAGE FACILITY. 5) ad ROUNDMODIFIED OR T 11/e' 113 110,000 1md z I/a' 12S tlmjdmm LANDSCAPING, IRRIGATION, BEM 11NG, ETC. SHALL CON M I TO LOC L 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.CWHEN OVER 16' IN HIEGHT.) MTL WDW FRAME NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND NOTE: NO GAP 9 WDW FRAME STAPLENAIL t TOOL ASSOCIATION AS SELECTED BY BUILDER - OR DRIVE PIN (MIN SHANK 5IZE.145 2X4 BLOCKS GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE MIN HEAD SIZE 300 TO EXCEED I/4' PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MIN EMBEDMENT 1 1/4') �- C-MU. WALL 1. DESIGN AND LOADING , w �'^� C A. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: P L_U I V 1 B I N� NOTE S 8" FROM EACH END AND 18' A fQC H W A � DETAIL C U T A W A � I. BUILDING BUILDING REQODE2 T6 FOR REINFORCED CONCRETE ACI 318 O.C. MAX. MIN I-I/4' EMBEDMENT � 2. FLORIDA BUILDING CODE 2mml 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) x DETAIL y/�r, I��I, II I 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXPOSURE 'B' }/�\ (o. INTERNAL PRESSURE GO -EFFICIENT +18 THRU -IS 2) WATER LINES 8HALL BE CPVC. 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN. DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. ----CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 316 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 PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 213 DAYS 6) H06E BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER - C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 4. DESIGN LOADS A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 EXCEED 4ID WATTSR SQUARE Fool of TANK SUTACE AREA. ROOF LIVE LOADS OF 20 PSF 9) PLUMBIW FIXTURES, TRIM, ACCES80RIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF_ (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) - ALL PcPLUMBING AND RELATED EQUIPMENT 8HALL SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS_ (2. TRUSSES PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' A. PRE-ENGINEERED WOOD TW55ES SHALL BE DESIGNED IN ACCORDANCE WITH RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND 6EALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. IU NO VENT STACKS WALL PASS THROUGH ROOF CRICKETS, VALLEYS, 1. GARAGE DOOR RIDGES. A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FLORIDA B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. C. DETAIL To BE ATTACHED To PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE a. ASPHALT SHINGLES 2001. A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE ,2001 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN P08815LE. FOU N CATION NOTES IS) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE 1. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING BLOCK NOTES PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MA50NARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA COMMPRE881VE STRENGTH OF IWO PSI. DBL. TOP PI'LATE MORTAR 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. B DBL. TOP PLATE DBL. TOP PLATE AGGREGATE METAL ACCESSORIES I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE DBL. TOP PLATE 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: BARRIER OVER CLEAN WELL COMPACTED TERMTTED TREATED SOIL. A. ASTM A52 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: ASTM A6I5, GRADE Ora. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE 05 DOWEL BARS W/ A (o' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 2X4 16' O.C. MAX. ALL COMERS AND OPENINGS GREATER THAN ro'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS OF ASTM A90. 2X4 16' O.C. MAX. MASONRY WORK, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. SECURE 2X4 K. 2. BED AND HEAD JOINTS SHALL BE 3/a' THICK TO WOOD W/2-12d 6 ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLD'RIDA BUILDING CODE 2001 WHEN MASONRY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL 6'-8' O.G. STAGGERED \ SECURE 2X4 PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT TO WOOD PER ,v O.G. STAGGERED 8. FOOTING REINFORCING SHALL BE 2-05 REBARS I -STORY, RE5HAI-L BE INFORCING PLACED ASTEEL,D N BED JOINTS AT NOT MORE THAN 16' O.C. BT. PLATE 35 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND CORNERS. USE CORNER BARS OR BEND REBAR. LAP A 1. REINFORCING STEEL SHALL BE No. 5 BARS. BT. PLATE MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. SECURE 2X4 W/2-3/16' TAPCONS 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRAPE 40 AND IDENTIFIED OR DRIVE PIN (MIN SHANK SIZE.145 IIIIII FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106. MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16 TAPCONS ARGHW,4� 10. FINISH SLAB TO BE S' ASV. FINISH GRADE MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO MIN. 2-12d PER E5LK. EA. END 1/2" PLYWOOD EXCEED IS' O.C.MAX. OR 1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/' 1/2" PLYWOOD MIN. 2-12d PER BLK. EA. EIND OR -1/16, O.S.B. T fCf;P,, A C�4UJA"' 1 d lu BAKERS CROSSI PH 2 NG LOT#88 MONOLITHIC BLOCK ]DETAILS NOTES DATE: 04/23/04 SHEET 1) 4 OF 5 y 2X4: 2 X 4: ® SECURE TO BLOCK #NOTE# 2 X 4: ® *NOTE* SECURE TO BLOCK W/3/16' TAPCONS OR DRIVE SECURE TO BLOCK SSTRUCTURAL 2X MUST BE ON OUTSIDE 4 ECU ' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 W/3/16' TAPCONS OR DRIVE SECURED THROUGH NON-5TRUCTURAL PIN (MIN SHANK 51 R. PIN (MIN SHANK SIZE.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK SIZE.145 MEMBER (I'X OR -1/16' 0.5.B.) WITH MIN HEAD SIZE 300 MEMBER (1'X OR 1/16" O_S$J WITH MIN HEAD SIZE 300 3/16' TAPCON MIN. 1-1/4' EMBEDMENT MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/49 3/1(o' TAPCON MIN. 1-1/4' EMBEDMENT INTO BLOCK. MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 INTO BLOCK MIN EMBEDMENT 1 1/49 WITHIN 8" OF EACH ENp 4 15' O.G. MAX. SPACING. WITHIN 8' OF EACH END 4 18' O.C. MAX. SPACING. 15' O.C. MAX. SPACING. IX4 F.T. OR 5/4' X 4' MIN. 2 X 6: SECURE TO BLOCK 2 X 6: SECURE THUR FRAME AND 2 X 6: ® W/2-3/16' TAPCONS OR DRIVE SECURE TO BLOCK EXTEND 1-1/4' INTO BLOCK SECURE TO BLOCK W/2-3/16' TAPCON5 OR DRIVE W/3/16' TAPCONS OR DRIVE W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK 51ZE.145 PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 PIN (MIN SHANK 51ZE.145 MIN HEAP SIZE 300 MIN HEAD SIZE .300 MIN HEAD SIZE 300 MIN EMBEDMENT I I/4') MIN HEAD SIZE 300 F1 2' DRYWALL WITHIN 8" OF EACH END dF1 MIN >=MI3EpMl=Nt 1 1/4') ---I/ MIN EMBEDMENT 1 1/4') all CMU— 1 2' OR I'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") IS' O.C. ACING. WITHIN S OF EACH END 4 WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END .. MAX.. 4 15' O.G. MAX. SPACING. 18" O.G. MAX. SPACING. - IS' O.C. MAX_ SPACING. ---DOOR CASING 2 X 8: SECURE TO BLOCK 2 X 8: (NOTE: 2 X 8: ® W/2-3/lfo' TAPCON5 OR DRIVE 1/2' DRYWALL SECURE TO BLOCK 1/2' DRYWALL ,SHIM AS NEEDED SECURE TO BLOCK -- 1/2' [DRYWALL PIN (MIN SHANK 51ZE.145 a' CMU - I'X4' OR 1"X2" P.T. NAILER W/2-3/16 TAPCONS OR DRIVE g, CMU - DOOR JAMB 'TO PLUMB JAMB W/2-3/16' TAPCONS OR DRIVE 6' CMU - I"X4' OR 1"X2' P.T_ NAILER MIN HEAD SIZE 300 1/16'O.$.B X (4' MIN.) PIN (MIN SHANK SIZE.145 ATTACH TO 2 X 1D0 NOT EXECED 1/4'. I'X4' OR 1'X2" P.T. R PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') POOR CASING MIN HEAD SIZE 300 1'P.T. X (4' MIN.) PER MANUFACTORS DETAILS. MIN HEAD SIZE 300 - DOOR CA51NG WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/49 - DOOR CA51NG / 4 OR / MIN EMBEDMENT 11/ N 18' O.G. MAX. SPACING. WITHIN 8" MAX.EACH ENp 4 NOTE: NOTE: 18 O.G. ASPACING. WITHIN 8" OF EACH >=Np d DOOR JAMB DOORJAMB SHIM A5 NEEDED DOOR JAMB NOTE: 18' O.G. MAX. SPACING. SHIM AS NEEDED SHIM U NEEDED OR WINDOW — TO PLUMB JAMB OR WINDOW TO PLUMB JAMB � OR WINDOW TO PLUMB JAMB WINDOW � � / / ATTACH TO 2 X DO NOT EXECED 1/4" ATTACH TO 2 X DO NOT EXECED 1/4'. ATTACH TO 2 X DO NOT EXECED 1/4'. PER MANUFACTOR'5 DETAILS. PER MANUFACTOR'5 DETAILS. PER MANUFACTOR S DETAILS. J,4M5 TO SLOG". +1=1/2 II _ JAME3 TO 5L0G< J,4'15 TO 5LOC< +2 1/411 JINIDOUJ TO 5LCC< +1=1/2 II JINIDOUJ TO 5LOC< +1=15/1(o 11 WINDOW TO 5L0C +2 1/411 _f- 2X4: ® 2X4: 2X4: SECURE TO BLOCK -NOTE- SECURE T BLOCK SECURE t0 BLOCK -NOTE, 2 2 X 4. T •NOTE, W/3/16' TAF'GONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSlPfE 4 W/3/16' TAPCONS OR DRIVE W/I/4' TAPCON$ OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURE TO BLOCK PIN (MIN SHANK 5IZE.145 SECURED THROUGH NON-STRUGTURAIL PIN (MIN SHANK SIZE.145 PIN (MIN PIN (MIN SHANK SIZE.145 SECURED THROUGH NON-STRUCTURAL W/1/4' NS DRIVE STRUCTURAL MUST BE O O T D 4 MIN HEAD SIZE 300 N SHANK SIZE.145 SECURED THROUGH NON-STRUCTURAL MIN HEAD 51ZE 300 MEMBER (1'X OR i/16' 0.5.BJ WITH MIN HEAD SIZE 300 MEMBER (I'X OR "1/16" O.SB_) WITH MIN HEAD SIZE 300 MEMBER (I'X OR '1/16' O.S.B.) WITH 3/16' TAPCON MIN. 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4") MIN EMBEDMENT 1 1/4') 1/4" TAPCON MIN_ 1-1/4' EMBEDMENT WITHIN 15 EACH END 4 INTO BLOCK WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 INTO BLOCK MIN EMBEDMENT 1 1/4') INT TAPCON MIN. I-1/4 MIN EMBEDMENT 1 1/4') EMBEDMENT 18' O.C. MAX. SPACING. 15' O.G. MAX. $PAGING. 18' O.C. MAX. SPACING. WITHIN 8' OF EACH END 4 INTO BLOCK 15' O.G. MAX. SPACING. 2 X 6: ® 2-2 X 6: SECURE t0 ',LOCK SECURE TO BLOCK SECURE TO BLOCK SECURE TO BLOCK W/2-3/16 TAPCONS OR DRIVE W/2-1/4' TAPCONS OR DRIVE W/2-3/16' TAPCONS OR DRIVE W/2-1/4' TAPCONS OR [DRIVE PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 NOTE: PIN (MIN SHANK SIZE.145 PIN (MIN SHANK 51ZE.145 NOTE: MIN HEAD SIZE .300 SHIM AS NEEDED MIN HEAD SIZE 300 MIN HEAD SIZE 300 SHIM AS NNEEDED MIN EMBEDMENT 1 1/4') TO PLUMB JAI-15 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") TO PLUMES JAMB WITHIN 8' OF EACH END 4 DO NOT EXECED 1/4'. WITHIN 6' OF EACH END 4 MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 DO NOT EEXEGED 1/4'. 18" O.C. MAX. SPACING. 15' O.C. MAX. SPACING. WITHIN 8" OF EACH END 4 18' O.C. MAX. SPACING. CEM 18' O.C. MAX. SPACING. 2 X8: '® 2 X S: SECURE TO BLOCK SECURE TO BLOCK 2 X 8: SECURE 16" TAPCONS OR DRIVE I/2" DRYl1WALL W/2-3/16` TAPCONS OR DRIVE -1/2' DRYWALL SECURE TO BLOCK 2-2 X 8' 8' CMU 1'X4' OR . I'X2' F.T.NAILER PIN (MIN SHANK 51ZE.145 8' CMU 1'X4' OR I'X2' P.T. NAILER SECURE W12-114' T TO E5LO K [DRIVE —1/2' DRYWALL SECURE TO BLOCK —1/2' DRYWALL PIN (MIN SHANK SIZE.145 8' CMU W/2-1/4' TAPCONS OR DR1 MIN HEAD SIZE 300 PIN (MIN SHANK $1ZE.145 i'X4' OR I"X2' P.T. NAILER 'CMU I'X4" OR I'X2' P.T. NAILER MIN HEAD SIZE .300 MIN HEAD 51ZE 300'P.T. X (4' MIN.) MIN EMBEDMENT I V4') DOOR c:ASING 'MIN EMBEDMENT 1 1/4') DOOR CASING 7/16' O.S.B.0..8. X (4' MIN.) PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 301/ 18' O.G. MAX. SPACING. 18 O.C. MAX. SPACING. WITHIN 8" OF EACH END d WITHIN SM EACH END' 4 -- DOOR JA1�MB DOOR JAMB IS O.C. MAX. SPACING. DOOR CAS IN�s OR WINDOW 2ND 2x SECURE TO 5TRUCTUAL MEMBER OR WINDOW POOR JAMB 18' O.C. MAX. SPACING. POOR CASING W/ l2) 12d WITHIN 8' OF EACH END ATTACH TO 2 X OR WINDOW NOTE: NOTE: ATTACH TCD 2 X W 1 TO 8' O.C. MAX SHIM AS NEEDED DOOR JAMB SHIM AS NEEDED PER MANUIIFACTOR'S DETAILS. PER MANUFACTOR'S DE?AIL5. ATTACH TO 2 X TO PLUMB JAMB ATTACH TO 2 X TO PLUMB JAMB PER MANUFACTOR'S DETAILS. DO NOT EXECED 1/4'. PER MANUFACTOR'5 DETAILS. DO NOT EXECED 1/4'. JAM TO CC+31' = 00 J M TO 0C4=[OORJA15 TO E3L0C+3 _ 1/1roll _ OO JAMS TO 5L0C+3 3/411 [) OOP 5 JIN[DOJ TO 5LOC +311 JINE)OJ TO 5LOC< +311 WINDOW TO 5LOC +3=1/1(o'I WINDOW TO E5L0C;< +33 3/411 (W/ NON-STRUGT RAL Mr=ME3F_R t0 OU1'SIDr=) MONOLITHIC BLOCK DETAILS NOTES rDATE:04/23/04 SCAT: 1/4'■1'-®' SHEET D 5 0F 5