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Home My WebLink AboutCONSTRUCTION PLANSSAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY LENGTH TYPE 8U8 8F8-OB 8F12-OB 8F16-0B 8F20-013 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 2' 10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 1 7526 9004 10472 11936 3-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4' 0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4' 6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7' 6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 1U-6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 1 2081 2774 3130 2404 11' 4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1 1570 1818 555 864 1254 1693 2211 1 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14-8' (176") PRESTRES4iED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 1 3185 3765 154" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N. R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N. R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N. R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24-0" (288") PRESTRESSED N. R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS C�T"cRe� UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 SFS 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 1 2215 3165 1 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 1 5387E4648 938 938 1878 1925 2750 3583 4422 5264 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767727 727 1660 1705 2435 3171 3913 4658 5' 4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 505 505 1393 1437 2050 2670 3293 3920 4549 5-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 T-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9' 4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'4' (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 1 535 905 1 1295 1595 1 1896 2198 12' 0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13' 4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 saa 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 164" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 F29 542 791 1072 1 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 1 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^ZT-441111194M GRAVITY LENGTH TYPE 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4'4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 1 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 1 3412 4982 6472 7947 9416 1 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5-10" (70") PRECAST 735 779 1500 1449 1 1924 2400 2876 3352 1103 2051 3811 6472 1 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 7' 6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 r 1253 1071 1342 1614 1886 535 928 1 1497 1 2179 2618 3595 1 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^Wr_4CWr4 UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 1 3036 3837 1 4643 5453 5' 8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5' 10" (70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 1 3035 3563 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 1 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED 8F16-1 NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY B/1 T L QUANTITY OF #5 REBAR AT TOP *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 4 J H ... � W a ° e Q W Q �n 0O z 7-5/8"ACTUAL NOMINAL WIDTH 8" — #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. f'c recast lintels = 3500 psi. p p 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. f'c grout = psi maximum aggregate. 3. 4. Installation of lintel must comply with the architectural and/or structural drawings. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 2. 3. N.R. = Not Rated. Safe loads are total superimposed allowable load on the section specified. 4. Concrete masonry units (CMU) peerr ASTM C90 vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. minimum net area compressive strength = 1900 psi. p 5. Field r provided in precast lintel per ASTM GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 174' and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM GR40 or . longer with a nominal height of 8" meet or exceed U180. addional reinforced masonry above the precast lintel. r AS rage 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 2/3 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7. The designer may evaluate concentrated loads from the safe load tables b 9 y y 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. p y p P y calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W Cal W w `M-- F a CJ M A F ti stmmV. a LOT: CREEKSIDE LOT 35 PR.OJ=T 04321.00 035R1 MODErd 4EBB "1828—CALI" GARAGE 8'1►WG: RIGHT PAGE: SAFE LOAD 'FABLES (CAST—CRETE) 160 MPH EP. C ARCHITECT STATE OF FLORIDA MAY 05/24/18 SCALM 8HEET IF"'° 2 COWONENT NO CLADDINQ WIND LOADS MW WIND EIMIRIE FOR 3 SECOND GM WENINM SOUARE ZONE 160 MPH W!D (VNtI REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-3-t CRITERIA 80-TO O.H.D. 56 5 30/-38 16070 O.H.D. 112 5 29/-35 SOFFIT N/A 5 316/-38.8 -6629/ IF-58,29 ROOF TILE N/A 3 APPLICA5LE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0,18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. cad DBL. TOP PLATE m (A)DftRR DETAIL IIIII. ` !' •Igo �II WALLS C FLAME SPREAD AND SMOKE INDEX FOR WALL AND GEILINC; FINISHES SHALL BE IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND 5MOKE-DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUCsH F5C R302.10.5 SQ.FT. CALC. S LIVING 191ro SQ. FT. GARAGE 430 SQ. FT. ENTRY Ifo 50. FT. LANAI 80 SQ. FT. TOTAL 2442 50. FT. A/C VOLUME 169,04.1 CU. FT. r r (K)VANITY O VANITY ,_ G r` I ALE ROM N :s 1W ,,.,....,4�... 1- 10Z 450 ;., 100 < 0 .3011 GABLE ROOFS 100 4 fi 451' HIPROOFS "1 For S1 1 foot ^ 304.8 rrun, 1 dqr 0.0175 red, Nate. a 4 #et1 in all c <^Ts w. FIGURE R301,2(7) L,,*flwlfl 111AUL• m v r- m -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 PTf 1) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. i71 �'-� I I 6X6 POST (2 tYP) I j LANAI CORD. I 8'-8" CLCs. I 7 (2) 3052-SH (2) 3052- ECsRESS ---- -- 606a S.Cs.D. 2T-0' LIVING ROOM 6-8" CLCs. �9 -,3 OWNER'S SUITE 6-8' CLG. 2X8 b'-II" 7'-5" �'-3" G'-2" rl 1'-I(�" •p/ 4_88_O C. 2 V. fjo0. 8 } —--- A —' --v- I > s BATH C b36 0I W.I.C: 6-8' CLG. > KITCHEN 7I-a' CLG. w 2, d r_--I —�—� C.;V. OPT. I [Ee I DWI REF � L — - - - -- I I 62 SINK — IR-ISH 3-6 sb36 2' o LAUN I owl II R-SH0 r CLCs. _ —I PAN. RANG b36 r — 1 �I 8'-13" CLG. b3 O I QI 3-SH — O—O -- V. ARCH y'� o I BDRDEN#4/ � N ti• I J C.1 IV. In y I _ � r I BDRM. #3 $ ? I I LA—/\ R A� (o a' -a" CLCL�. n cn e IIII_ - MT. 6'-8" �LAV. I 3'-8" 1 5'-4" 3'-4" � R 0� D BATH #2 >j0 II i — - - V. BDRM.#2#2 a' -a° CLG. m —' ARCH 1p 8'-0" L r (2) 3052_SH s ti `r 36"x60" SHWR, PAN W/ENCL OLuk.rz2°x54° I � ATTIC I L — AGGESS � -FOYER 8'-8" CLG. —306a W/ 36"XI0" TRANS. -ENTRY a -a c 0. 10'-0" 4'-0" 3'=10" 2'-0" 50LLARD AS REQ. PER 5LDG. CODE ARAGE 8 - c8 G. 161-0"X7'-0"O.Hz). -------------------- 101-0" 21'-4" L. $� 0 G ro N EXTERIOR MASONRY WALL 5RG. HEIGHTS 111111711117 8'-8" 5RG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 od W W U W 0 F Q U w a F a I umnry & LOT: CREEKSIDE LOT 35 PROJECT 04321.00 035R1 acoaIcra 4EBB "1828—CALI" GARAGE SVMG: RIGHT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAYI3,1 rJE)wr T 05/24/18 DATE: 8CA M: 1/4'=i'-0' 6-8' BRG. I-4Cxt. 1' F 0'-0' FIN. FLR 11-011 1'-ID" 11E TYP. 0'-0" FIN. FLR REAR ELEVATION ATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 15LDCs. HGT. SHINGLE — 12 ROOF - EQ. Q. EQ. €G. DECORATIVE 4" FRIEZE TOES DRAIN BAND IL 8'-S" BRCS, HG- I-© 16'X60" FYPON—�� DECORATIVE SHUTTERS OR EQUIVALENT TYP 4" RAISED —� BAND CTYP.J 0'-0" FIN. PLR; �4 1 � twali lmIl' \ �. 5TONE VENEER - INSTALL PER MANUFACTURER'S SPECIFICATIONS NOTE: WALL FENESTRATION FLASHING AS PER FRCR R103.4 b I 1.477 rF y a: MIGHT ELEVATION TEXTURED FINISH OFF RIDGE �VENT DEFT TEXTURED FINISH OFF RIDGE �VENT ELEVATION VYA.� TYP HGT. 0'-0" FIN. FLR. 8'-8" BRCs. HCst. —� 0'-0" FIN. FLR !il f=7�3 COACH LIGHT 0'-O' FIN. FLR MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL # OF VENTS REQUIRED = 4.09 TOTAL# OF VENTS PROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 A CSCALE:10.1 DEETAI L 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrDup.com AA #: 0003325 w x w U W 0 F a U w q F FF ol;=rv. ae 04 CREEKSIDE LOT 35 PR.OJM 04321.00 035E MODRIL: 4EBB "1828-CALI" GARAGE SWMG: RIGHT PAGE: ELEVATION „c„ 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AMA,31[20V1 D � 05/24/18 i 8CALE:1/4"=f-O' m C`l1 m RJ3 C%45LI= I:ND 5RACINCi SEE OTL. '4' SHEET 02 (2) 2XI2 5M. TO 6X6 POST (2) M5TA-24 E (I) HTS-16 POST TO SLA5 A5U66 /�. ' ^' wl " AFIELD FRAMED 51-M' CHORD ARCF4 A 8'-011 HRACINCs, AFF TYR FRAMING PLAN 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W h W v W 4 Fr U W A h A F: Jd stmErv. ac LOT: CREEKSIDE LOT 35 ]PROJECT04321.00 035R1 itOD�7.a 4EBB "1828— CALI" GARAGE sWDCG: RIGHT PAD= FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DpT&. 05/24/18 3I3EET 4 C CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MiTek USP SIMPSON I MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER I FASTENER HTA 16-18 1625. META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" }� (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" 112) 16d 2-PLY, EMBED 4" O LUGT-2 2260 LGT-2 2150 BLK (5) 1/4"x3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 2 1/4" TITEN, WOOD (16)16d en Q DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15 + 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) lOd TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), 116) 10d TO WOOD HUGT3+ 9860 HGT-3+ 10530 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONIC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4"0" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1 510 PARALLELTO WALL 147PERPENDICULAR TO WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (10) 10d x 11/2" (10) 10d x 1-1/2" M UGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) SDS 1/4"x3" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12 EMBED), (32) SDS 1/4"x3" MTW 12 1195 MTS-12 1000 (14) 10d x 11/2", (14) 10d (14) 10d X 11/2" HTW 16 1260 HTS-16 1150 (16) 10d X 11/2", (16) 10d (16) lod X 11/2" HTW 20 1530 HTS-20 1450 (24) 10d X 11/2", (20) 10d (24) 10d X 11/2" HTW 24 1530 HTS-24 1450 (24) 10d X 11/2", (20) 10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10) 10d (10) 10d LSTA 18 ++ 1235 LSTA-18 ++ 1235 (14)10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14) 10d (14) 10d MSTA-24++ 1640 MSTA-24++ 1640 (18) 10d (18) 10d N MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d CL Q MSTA-36++ 2065 MSTA-36++ 2050 (26) 10d (26) 10d N KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" (36) 10d X 11/2" KTS1248 5140 MSTI-48 5065 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS SPT24 1030 SP4 885 (6)10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 525 IN F1 @ 160°% A34 515 IN Fl @ 160°� (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) Sd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12) 16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19+++ 1205 LTT19+++ 1340 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD Ln LTS20B+++ 1100 LTT203+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (10)10d x 1-1/2TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD O 2 HTT45 4160 HT74 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" Z HTT45 5005 HTTS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26} 16d X 21/2" C UPHD11+ 14395 HHDQ11-SDS 2.5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN.10" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" IEMBED.) IN CONC., (24) SDS Y" x 2W WOOD SCREWS PHD5A 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONIC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST (1) 3/4" A.T.R. 1N HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 3060 2710(100%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD - 3325 (125°%) 3265 (125%) Ln Lu (7 HD410IF (CMU) 1950 5000 HUC410 (CMU) 1800 4500 (18)1/4 x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) lOd TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: Z S HD210-21F (CMU) 1950 5000 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) lOd TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-31F (CMU) 1950 5000 HUC210-3 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10} 10d TO WOOD: LGUM26-2 2125 6065 5 UM26-2-SD 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x4TITEN HDANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = USP CIA-GEL7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICALCELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23°% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THISAPPLICATION PRIOR TO INSTALLATION. +++MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" LLj F A.T.R. = A-307 ALLTHREAD ROD (SIZE; PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES). * FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX. * TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES, S. HEADER SPAN CHART & MINIMUM WALL & HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @ EA. END. CUT PITCH & BEVELTO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TOTOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. HEADER SPAN CHART SINGLE STORY AFFLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8/� x 10 x 12 UP TO 5'-4" 5'-/}4' TO 'I'-O' 1y'-011 to 1011-011 IV-& AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" S'-0" TO 6'-4' 61-411 TO 8"-01 W-O" AND OVER MINIMUM WAL STUD RE MAXIMUM HEADER SPAN (ft.) U.N.O. NUMBER OF HEADER STUDS SUPPORTINCx END OF HEADER L AND HEADER UIREMENTS UP TO 5'-0" TO 44'-II 112 _7'-II 1/2" AND UP I 2 3 Nu LENGTH ATT EACH END OFEADER STUDS I 2 9 2 x 12 (n SYP) 7/16" OSB NAIL (3) 12d ,9 6"-8" O.G. TYP. 2x12 BM./HDR. i1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W O U W IS O h A F F Ioxmnrv. to LOT: CREEKSIDE LOT 35 PROJECT* 04321.000 035R1 XODETA 4EBB "1828-CALI" GARAGE S WMG: RIGHT PAGE: CONNECTOR SCHEDULE t60 MPH EXP. C ARCHITECT: (STATE OF FLORIDA 05 /24/18 mi-ENOTjµ�- II .1 ELECTRICAL LEGEND SYM^BOL DEFINITION NOTES —(---� 125V OUTLET 20 AMP 5W.,4.E POLE 110v CUTLET 110v OUTLET ro aulrcH _, w. GFI 110V OUTLET EWIPED W/GRVD FAUL INTERUPiER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WARE CONNECTION T I OUTLET ll41tR UF1rEERR SWITCH SWITCH I 3-WAY OPER V4 SWITCH 4-WAY Of -SR. WALL MOUNTED LIGHT CEILING LIC#T '0) I VAPOR IB l RECribeED CAN WALL SCONCE me-WIFIED VENT. FAN I CF M PER sa FT. W/LICIH T I I ID"PER ea FT. I I I (6MC'5 � ®r I I 2-11114AED WRAP AROUND I /-- = =( 12' F-ulowScENT I I I �= = ` = =( 14' FLUORESCENT I I 4' TRACK LIGHT 0 I PANEL METER SMOKE DETECTOR IU,, HARDWARE' WALL MOUNTED I DATT. BACK-UP SD. SMOKE DETECTOR W/ AROWM CANON MGIOXI ® S/CO SMOKE DDE Nll INTER -CONNECTED C4.W SHALL ISE A DISTANC OF NOT LESS THETI 4' PENDANT LIGHT NATURAL GAS CUTLET ► TELEPHONE JACK -©m =Elm - TV. I I TELEVISION JAG( TO DE 8UPPORMP IN OJ-BOX ACC0INVANCE W/ DOX MARKED AS SUCH FOR CEILING FAK Lr_44T (ACCORDANCE W1 BOX MARKED AS SUCH FOR KP I I KEYPAD RI' I I y ,D. �T1TON� FOR G4IME� POR LOCATION OF TV JACKS 4 PHONE OUTLETS 1 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011), 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI m ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI501A FBCR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15ge OF LIGHTING MUST BE CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, &th EDITION R404.1 \`------------------------- OPT. COACH LIGHT METER FIELD VERIFY LOC. ELECTRICAL PLAN W P Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1 /2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 5304 A/C C.U.-1 35 2 #8 Space 7 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit 1 Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 lBath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen, Pantry, & Dining Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 ! Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 1 23 24 900 Owners Suite AFCI 15 1 #14 Space 25 26 900 Owners Bathroom AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Ispace Space 37 38 Space #8 1 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 39 40 Space 41 42 Space Load subject to demand factor calculations / line 16000 27600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON MC NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 volts) 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts & Rec 3 W / Sq. Ft. 5484 Hi -Hats 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts) 5549 Ckts# watts/ckt Total watts General Lts &Rec Panel A 9 6171 5549 1eO Ar- I'P ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &TH EDITION (2011) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARJ= ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 60 PVC CONDUIT OR PROVIDE 3 "2/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, TI-{WN + 1% CU IN 2" CONDUIT OR 3 114/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT —�- 1 *4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011)(2011). 5/8'' DIA X S FT LONG COPPER CLAD GROUND ROD it N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W W ti O i U W A F 4 C: ARCHITECT STATE OF FLORIDA 3 i it i DAT3C: 05/24/18 BCAJX: W=1'-0' S*MET 11 11, LIVING ROOM LANAI IOx& 120 CFM DINING ROOM 3 9" 12X12 ilk 1�Il0 oxro CFM 120 CFM 8?c4 - 64" SX4 BATH W.I.C. 45 CFM 16, KITCHEN lox6 120 CFM _ Sx4�- i o o O 12XI6 — XS M klllr= P SS LOUVER 4n P� PLANTATION 16" BDRM.13 LE 180-04 2'8" 10X6 MAX AIR "15 CFM 584.15 CFM 5„ 12X8 115cr-M SX4 5 C 12X8 BAT 2 PASS THRU 1.ro1"f JF--- BDRM. 2 FOYER C GARAGE OWNER'S SUITE 10x6 1t5 CFM �X6 ao CFM G. 10X6 5 CFM BDRM. #4/ DEN HVAC LAYOUT CALI EQUIPMENT SCHEPULE 3 TONS MrG CARRIER CU 251-15C5364*030o AHU 1-X41DW5,F)037L HEAT 5KU1 r-e r=R 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/11-IP 5RKR CU 35 AHU 35 REF LINES 3/4" t 3/8" PLAN F W U w 0 ti 4 U A F BVHDIV. de LOT: CREEKSIDE LOT 35 PROdRCT 04321.00 035R1 MODEra 4EBB "1828-CALI" GFARAOM S IWDgG: RIGHT PAG M. HVAC PLAN 160 MPH EXP. C l J Mr PA�:: 05/24/18 sCAIM i/r=:V-0' wa `f 111 b RMAR VERTICALLY W/ CONC, POUR CELL SEE ENERGY CODE FOR18 FOR MBULATION R-VALUES z TEXTURED FINISH iv In' GYP. LLl_, W. WOOD BA6E /-'R]'-O" bz p STOP4' CONC. REINFORCED W/ 6'X6' WL4XWA WNF OR KIBER'IEBH ON 6-MIL. VAPOR RETAI®ER ON WELL -COMPACTED CLEMI FILL. TERMITE TREATMETNT TO BESOIVA-GATE APPLIED AT FRAMING.?O all (2) b RWAR ON CHAIRS 1-STORY FOOTING WL BLOCK WALL 1 / $GALE. In'=I'-ID' /4 a6. Ch W/ 6'xV W.4XWIA0 UL M ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON W=LL-COMPACTED CLEAN FILL TERMITE m W TREATMENT &HALL BE FORA -CARE (V b 14MAR ON CkiAI11116 4 THICKEN EDGE SCALE: In'•I'-O' wm z p-L, z ro ° 4 6'X6' WL4XWL4 L Q _ ° � FI ON $-MIL VAPOR W L-COMPACTED CLEAN FILL. TFIEATMENT TO BE q a AIE APPLIED AT FRAMNG. b IEBAR ON CHAIRS w 4' 4' 1—STORY FOOTING AT FRONT PORCHES SECURE P.T. B7NLiTE QOQA�W/ In'XS• ANCYOR�L`( U DER 1. INF. W/ 6'x&' WIAXWL40 LLUM 6 POLY ETHYLENE VAPOR P RE ER ON WELL -COMPACTED CLEAN F TERMITE TREATMENT SHALL BE t CARE /RA / (2) b ON CHAIRS 0. 4' GARAGE STEP-UP / 1-STORY L.B.W. W/ UPLIFT 6D EXT NDED FOOTING SCALE: I/2' = I' -0' TUGGo w TOP,.E 4' CONC. REINFORCED W/ 6'X6' WL4XWL4 UIF OR FIftFIIMESH ON L - b-MIL. VAPOR RETARDER ON - a' LL-COMPACTED CLEAN FILL. O ° �: ITS TREATMENT TO BE • .. '- -CARE APPLIED AT FRAM Q y- 4" all 5' 4' (3) db ON GFIAm 2-STORY FOOTING W/ BLOCK WALL SCALE: 1/2"4-0' (u b INEBAR bET IN SIMPGON HIGH STRENGTH EPDXY 6' EMBED. MR 4' CONG, REINF. W/ 6'xb' WIAXWL40 WLM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON E°6 WELL -COMPACTED CLEAN FILL TERMITE TREATI'T NT &HALL BE SORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS )N� ATE TO STUD W/ • OL. MAX IILATE TO BLAB w }• .T W/ 2' WASHER I' • 32' OC MAX W/ 6'X6' FILL TE TE TREATMENT TO BE m �./ BORA- APPLIED AT MRA TING 4 -0' ,4 I'-6" ' (2) b RI CHAIRS 1—STORY FOOTING AT L. B.W. (W/ UPLIFT) C l 4' CONC„ REINF. W/ 6'x6CCNC., I -INF. W/ 6'x6' WLLXWAO WW'M ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL-COMPACIED CLEAN .4' 4" FILL TERMITE TREATMENT SHALL EE BORA-CAE GARAGE STEP-UP 5 NON -BEARING SCALE: I . x -D m p sE STEP- - -P-W A RTTT( 6ECURE P.T. BT. TO SL W/ n'xe' T EMBED. MRL .0 M , w � W/ &'xb' WAXWAO WLLM ON -MI LY ETHYLENE VAPOR P ER ON WELL -COMPACTED CLEAN n Ff ITE TREATMENT &4ALL M _C.ARE z w (3) b R ON CHAIR& F> ;n p 4" a.. 4. O ARAGE STEP—UP 2—STORY L.B.W. 6 EXTENDED FOOTING SCALE: MRED SLAB I In'� IOURB HEIGQf M(ARIEB Y=IrAy. O °`° %4' W'FORGED W/ 6'Xb' WIAXWL4 WM= OR Fl SF1 ON 6-MIL. VAPOR RETARDER WELL-CGhPACtED CLEA FILL. TERMITE A;D T TO BE BORA-CARE A D AT FiRA"iMG. 4" I' 4' (3) Is RE15 ON IR3 2-STORY FOOTING AT L. B. W. SCALE: 1/2"PI'-0' 16, O.C. MAX HEIGHT OF GARAGE SECLL,QE BT L O W/ }'x8' VARIES WITH SLOPE Y' T' EMBED. Mx • M w XY D FOR EXPANSION � b > 4 0 REIhFO FIBERME w META ON LL FILL. TE TE TR AP (2) b REEWR GARAGE STEP-UP %z L. B. W. W/ UPLIFT V SCALE: I '=1'-0- •STEMIUALL TO BE MIN. 3 COURwB PLATE TO bLA13 W/ IOd NAIL • 32' O.C. MAX I" NC] l IE FIN. FLR ° 04 REBAR ' CONC. REINFORCED W/ 6'X6' WAXWIA_ In' RADI OR FIBERMESH ON 6-MIL. VAPOR z LL' RE ER ON WELL -COMPACTED CLIEAII FILL. ME TREATMENT TO IM BORA- APPLIED AT KRAMING l2) b REBA CHAIR$ ". 12' MIN. li 1-STORY FOOTING @3:�NAT L.B.W. (W/ NO -UPLIFT) STAIR DETAIL SCALE: In'=1'-0' 3 $CALF: HEIGHT OF GARAGE VARIES WITH SLOPE WiE BT.�AOW;'x8' 40R �' EMBED. OCi)(YEXPANSION W/ 6'X6' WIAXWIA - •. ' CONC. IREINI=oIRCED W/ 6'Xb' WIAXWIA 6-MIL. VAPOR r MEN' ON 6-MIL. VAPOR OMPACI'ED CLEAN z U ER ON UELL-COMPACTED CLEAR Nil YO BE L w FILL. ITS 'TREATMENT TOM At FRAMMG. g. rs" 4' 4" BORA- APPLIED AT FRAMNG RD I , \ rf,/ (3) b REBAICK CHAIRS .? lU b REV AR VERTICALLY W/ 02%= POURED CELL e' CMU z 1: d NOTE: OPTIONAL USE OF - �I, CCNCIE'TE CURB • GARACW ry WALL8 TO IM DETERMINED BY 8 BUILDER BY DIVISION. STOP w CURB HEIGHT VARIES w w W zp az } a O d 4' CCING REINFORCED W/ 6'X6' WL4XWIA -_ WIF OR 1=15 IRMESH GN 6-MIL VAPOR +� IETARI ON WELL -COMPACTED CLEAN a FILL, TERMITE TREATMENT TO Me MORA-CARE APPLIED AT FRAMING, LL z W 4" -0" 4" , (2) b RE5AR ON CHAIR$ Lm mp I-6' p 1—STORY FOOTING 8 AT GARAGE (V b RE TAR I Y W/ GONG CEL B' GMU z F D N OF Q • GARAGE TERMNED BY STUCCO DIVISION. eTOP IGFVr VARIER m w Qpw >Z ro 4' CONC. RENFORCED W/ G'X6' WIAXWIA OR FIBERMESH ON 6-MIL. VAPOR 4 ° RIDER ON W=LL-COMPACTED CLEAN • • FILL. RMITE TREATMENT TO BE 191 APPLIED AT FRI K - � (3) b IRE G-VAIRS �O 2—STORY FOOTING 6AAT GARAGE SCALE: 1/2'=r-121' C 141 2600 PSI • 2$ DAYS SLAB REINFORCED W/ 6 x 6 - WIAAWA WWM. kr Y-Q_ w� K' M TO BLAB W/ Wd • 32' O.C. MAX a.. Q r GONG REINFORCED W/ b'X6' WL4XWIA W FIBEII ON 6-MIL VAPOR E �u RET R ON LLELL-COMPACTED CLEAN FILL ITE TiEATMENT TO M -C A" BORA- APPLIED AT FRAMING -ell M b REBAR CHAIRS GARAGE STEP-UP L.B.W. W/NO UPLIFT v1J SCALE; 1/2'=1'-0' GRADE J:. a 'x6' WIAXWL40 WUM — -MIL ETHYLENE VAPOR RE WELL -COMPACTED L i CLE N F TERMITE TREATMENT SHALL -CARE m 2'- " ,4" b REBAR ON CHAIR& 9 C CRETE PAD SCALE= I '•i'-0' 1. as FOR &OD. TRACK N FINISH FLOOR 4 4: a d g as o 1 O SLAB AT S. G. D. SCALE: 11=11-0' '*I REINF. W/ 6'x&' W4XWIAV WWM ON 6-MIL POLY ETHYLENE VAPOR . .� RETARDER ON DELL -COMPACTED CLEAN tMR, TIE TREATMENT SHALL BE CAIII (2) b IE ON CHAIRS LAB AT GARAGE 7 SERVICE DOOR TE VERTICAL REBAR SCALE: In'=1'-0 TO HORIZONTAL 0'-0' FIN. FLR IEBAR W/ 10' HOOK 4 GROUTED BOND BEAM 1 NOT USED CAULK AND REAL `' VARIES PER ELP ,Ll_LLJ� G46 LINE POWER LINTEL GONT. (TYP.)-I {' Pvc SLEEVE 1 NOT USED S' cm FILLED CELL (TYP.) FOR GAS LINE 1 Q 6' PVG CHASE TPRU FOOTING 2X WALL FRN'IBC} @ a, OMu ., (4))?XT' ANCHOR BOLTS m (4)1YXT' " In' DRYWALL I -STORY J-BOLTS MIN. b' ENISEPIMMNT W/ 27O'XI/8' (2) b REBAR ON CHAIRS Wfti-OR AND NUT SPACED EVENLY RROM WOOD BABE 2-STORY FLOOR TO BOND BEAM. SET IN JOINTS (3)15 WEAR ON CHAIRS PRIOR TO FILLMG (SLEEVED A%=4OR M °. SOLID POUR ACCEPTABLE IlMl IT) EXT. /INT. FRAME WALL TO 4° 15 BLOCK WALL CONNECTION (IR LR VERTICALLY W/CONG. SCALE, In'•I'-0' BEE ENERGY CODE FORMS FOR a IN&JLATION III _ S cmRW FOR INSPECINGNANOU I 16 GAS LINE THRU BLOCK 1/2'GYP. LLL. BD. €. I'•�� z WOOD BASE `.` NOT USED �'I w 4' GONG, REEF. W/ i'xb' WAXAUTAO Wu'r �J z ON 6-MIL POLY ETHYLENE VAPOIR (_ E T RETARDER ON WER.. L-COMPACTED CLEAN FII•L FLR FILL TERMITE TREATMENt SHALL BE EIOIRA-CARE z a ° TIE VERTICAL F 8DAR (2) b RE13AR • I-6TORY _ a RI REBAA RIZONTAL . "I (3) b W15AR • 2-8TORY R W/ 10' HOOK as z L n J —OUTSIDE REBAR TO i' PVG CHASE T5dIR1 FOOTING E r cGNTINuoue = (V "b VERT. DOWEL n - LAPPED W/ BOND BEAM . (U b REBAR AT COReERB I -STORY W/ 25' LAP MIN, - U 4' a" 4^ m p (2) b REBAR ON CHAIRS 2'4 MIN. LAP - V_4• (W b REBAR ON CHAIR$ HORIZONTAL/VERTICAL PIPE THROUGH v� REINFORCING 1—STORY FOOTING 81 a'=I REBAR LAP AT FOOTING TYP. REBAR LAP AT LINTEL CORNERS W/ BLOCK WALL n ALL EXTERIOR F007EIRS AT FINISI—I SLAB'S TO B]E MIN. 12" BELOW UN7DIST_LJR]B]EID SOIL 3A NOT USED W/ 0 w °a REPF. W/ 6•xb' WAXWIAO WW1M 'a 6-MIL POLY ETHYLENE VAPOR TARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE -CARE z (2) b R ON CHAIRS 4 1' 4" b GARAGE STEP-UP 2-STORY L.B.W. W NO UPLIFT @EXMENDED FOOTING SCALE: I/2'=I'-®' REOES& rOR GARAGE DOOR 4' CONC„ REINF. W/ 6'xb' WL4XW.40 WIIM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL I ftm -ITS TREATMENT &HALL BE FORA -CARE � (1) b WE I¢ ON CHAIR$ DOOR FOOTING gpARAGEE SCALE. In'=1,_®' 5' v4RIF5 3' SHOWER REC PER ELEV. BOND BEAM OLEANOUT REQUIRED FOR INSPECTION IE VERTICAL REBAR a HORIZONTAL LjBAR W/ W' HOOK /HORIZONTAL/VERTICAL / REINFORCING AT F BEARING CHANGE n =I -®' CONTROL DATE: 07 /01 /151 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 F w U W Is O Ey~r w y Q h Q F BVHDIY. 6: LOT: CREEKSIDE LOT 35 PROJECT 04321.00 035R1 MODETA 4EBB "1828-CALI" GARAGE BITING: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C rpptuff DATE: 05/24/18 SCALE: 1/r=1'-0" BERET FIBERGLASS SHINGLEc OVER 030 FELT PAPM INSTALLED PER FBGI RRwE,.1.1 ON a" O.S.E SHEATHING OR i" CD: PLYWOOD SECURE! PER FASTENEI SCHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1—STORY Y OE: 3/4" K' ORrWALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR W)l MIN. SECURE THRU PRAME f ® EXTEND I Y4 INTO BLOCK W/ %' TAPCONB OR DRIVE PIN (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN. EMDEDMENT IY4' WITHIN e' OF EACH END f 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTAOP TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED t0 PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3/4 �\ WfI(DOW TO BLOCK +3/4 OR +6/4 /KCAL :3/8'•I'-0' ENEIrsY CODE FOR!"18 FOR 4SULATION R-VALUES GYPSUM BOARD OR J" HIGH TREENGtH CLG. BOARD ONC. FILLED LINTEL BLK W/ (1) � REBAR CONTINUOUS RECAST LINTEL EE ENERGY CODE: FORMS FOR SULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS fil 16" O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE . FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR505.1.1 ON a', 0.5.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MA50NRY w/ I/VxS" A.B. w/ 2" DIA. WASHERS, 1" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. GONG. FILLED LINTEL BLK. W/ (1) 5 REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) 5 REBAR VERTICALLY W/ GONG. POURED CELL all CMU u —STORY FIX GABLE BLOCK~ WALL SCALE: 3/4" =1' -011 2X4a SECURE TO BLOCK W/ i4' 2X4a TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ W6' (MIN. SHANK SIZE 446 TAPCONS OR DRIVE PIN MIN, HEAD SIZE _1W (MIN. SHANK SIZE .146 MIN. EMBEDMENT I Y4) MIN. HEAD SIZE .300 WITHIN B' CF AC PING. END f 18' Or— MAX SPACING. NOTE, STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END RlCT NOTE: 871RAL 2X MUST BE ON OUTSIDE f SECURED THI@DUC# 2xbm , 18 O.C. MAX SPACING. ON OUTSIDE 4 SECURED SECURE TO BLOCK W/2-%' NON-BTRUGTURN_ NT INTOOON MIN IYi EMBEDMENT INTO 2X6 N' THROUGH NON-14' EMBEDMETURALNT tAPGON MIN. IYa' EMBEDMENT TAPCONS OR DRIVE PIN BLCL9G SECURE YO BLOCK INTO BLOCK (MIN. SHANK SIZE 145 W/2-%' TAPGCNS OR MIN. HEAD SIZE 300 , Cr'Rl DRIVE PIN MIN. EMBEDMENT I Y4) , DRYWALL (MIN. SHANK SIZE .145 e' B' OF EACH END t 18' O.C. MAX SPACNG. 'X4' OR I'XV P.Y. NAILER MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') DCrITU , RYWALLWITHIN ❑ WITHIN 8' OF EACH END f 18' O.C. MAX SPACING. ❑ 'X4' OR 1'X2' PT" NAILER mcui TO BLOB U1R-�!(4' SECURE 7{`' 0J9. X 4' MIN. TAPCONS OR DRI'✓E PIN DOOR CASING 2X8lil (MIK SHANK SIZE 1<S SECUIE TO BLOCK WR-%' DOOR CA SING MIN. HEAD SIZE 3®0 DOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN MIN. EMBEDMENT I Y4') ATTACH TO 2X PER (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 MAtl1FACT11E8 DETAILS. MIN. HEAD SIZE 300 AttAiGF4 t0 2X PER 18' Or —MAX SPACINGS. EMl I PM��Y49 MANWPACTU ES DETAILS. DO IMININI END 4 18' O.G. MAX SPACING ate NOTE: OHM AS NEEDED TO PLUMB JAMB NOT EXCEED Y4o JAMB (DO NOT EXCEED A9 DOOR JAMB TO BLACK +1-15/1S" DOOR JAMB TO BLOCK +3" n wDiDOR TO HLDCK +1-15 8' /v WINDOW TO BLACK +3" ''' Uw /�'. -0 SCALES 3/8.'-0' 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0" O.C. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) CONT. 2x4 RAT RUN SECURED W/ (2) 12d'6 o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST GONG. SILL -Ix2 P.T. FURRING STRIPS A 24" O.G. 1/2" GYP. WL. BD. WOOD BASE 2X4a SECURE TO BLOCK IWYa TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST BE WITHIN 8' OF EACH END 4 ON OUTSIDE 4 SECURED 18' OG. MAX SPACING. TWROUGW NON-STRUCTURAL ' 2X6,mw TAPCCN MIN. IY4 EMBEDMENT SECURE TO BLOCK INTO BLOCK WA-114' TAPCONS OR DRIVE PIN (MIN. SHANK $IZE .146 ' CIMU MIN. HEAD SIZE 300 MIN. EMBEDMENT I )14') RYWALL WITHIN 8' OP EACH END 4 i X4' OR I x2' P.T. NAILER IS' O.G. MAX SPACING. ❑ 2X8=m 70' Ose. X 4' MIN. SECURE TO BLOCK W/1-1/4' TAPG44CN6 OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .148 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 ATTACH TO 2X PER MIN. EMBEDMENT I Y4,) MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 NOTE, SHIM AS NEEDED TO PLUMB 18' O.C. MAX SPARING. JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3-7/16" /� WINDOW TO HLOCK +9-7/I8' SCALE: 2X4m 2X4:- 2X4-w 2X4a SECURE TO BLOCK W/ i(.' tO BLOCK W/ TAPCONS OR DRIVE PINS' SECURE TO BLOCK WN4' TAPCONS OR DRIVE PIN TAreEc IN T OR DRIVE PIN (MILL SHAW, 811E JO TAPOONB OR DRIVE PIN (MIN. SHANK SIZE .145 INL SPA SIZE J45 (MIN. MIN. HEAD SIZE 300 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. HEAD 812E 3®0 HEAD MN. EMBEDMENT I Y4') WITHIN MIN. HEAD SIZE 3ta0 MIN. EMBEDMENT 1 X') WITHIN 8' CF EACH END 4 18' O.G. MN. EMBEDMENT I Y♦') WITHIN V OF EACH END 4 18' O.G. 6' OF EACH END f 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST MIK EMBEDMENT I Y4') WITHIN 8' CP EACH END 4 EACHSPACEN. NOTE, STRUCTURAL 2X MUST MAX SPACING. MAX �AGtNG NOTE: STRUCTURAL 2X MUST 2X6 BE ON OUTSIDE 4 SECURED IS' O.C. MAX BE OLLt81DE t SECURED 2X(o:m 2X6® pE ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2Xbm THROUGH NON-8TRUCTURAL SECURE TO BLOCK WR-%' SECURE t0 BLOCK W/J-'X`' THROUGH NON-8tf®1GYURAL TAPCCN MIN. W14 W/2-%' TAPCONS OR '4' TAPGON MIN. IY4 EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' W TAPCON MIN. I-Y4 EMBEDMENT INTO BLOCK TAPGON6 OR DRIVE PIN (MIN. SHANK SIZE .148 TAPCONS OR DRIVE PM (MIN. SHANK SIZE )40 EMBEDMENT INTO BLOCK DRIVE Ppy (MIN. SµA K SIZE .146 TAPCONS OR DRIVE PN (MIN. SHANK 812E .146 MIN. HEAD SIZE 300 MIN. HEAD SIZE4Wf2-%' MIN, HEAD SIZE 300 8, CMU MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MIN. EMBEDMENITHIN 8, CMU MIN. EMBEDMENT 1 Y4) Y4, DRYWALL MIN.EMBEDMENT I Y4) 8' CMU WITHIN 8' OF EACH END 4 e' CMU 8' OF EACH ENO.G K' DRYWALL WITHIN 8' OF EACH END I'k4' OR 1'X2' Pt. NAILER WITHIN 0' CP EACH END 4 )j' DRYWALL 18' O.G. MAX SPACNrA K' DRYWALL MAX SPACING.❑ OR I'X2' P.T. NAILER 4 18' O.G. MAX SPACINGS 2XB,os ND 2X SECURE TO B'��MAX SPACING. ❑ I'X4' OR IX2' PT. NAILER 2Xe:m I'x4' DI@ I'XJ' P.t. NAILER OOR RASING 2X8�I'X4' SECURE TO BL2-' R CASING SECURE TO BLOCK STRUCTURAL- MEMBER SECURE TO BLOCK WPIN' ' ' P.T. X 4' MIN. SECURE TO BLOCK W/2-i(`' OR DRIVEPIN TAPCONS OR N W/J-%' TAPGONS OR W/(2 A2!d UT41K 8' OF EACH END 4 6' TO 8' O.G. MAX tAPCON6 OR DRIVE PINTAPCONS OOR CASING (MIN. SHANK 612E .148 HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK SI MIK HEAD 81ZEDOOR JAMB OR WINDOW DRIVE PIN (I•fI I EHANK 612E.145 OOR CAGING (MIN. SHANK SIZE .Idb MIN. NEAP SIZE 00MIN. DOOR JAMB OR WINDOW MIN. EMBEDMENT I y4) WITH! ATTACH TO 2X PER MIN. EMBEDMEWITHIN T tAC 4 YO 2X PER MIN. HEAD 812E 300 , MIN. EMBEDMENT I& DOOR JAMB OR WINDOW TTACH TO 2X PER MIK EMBEDMENT 1 Y4) WITHIN 8 ATTACH TO 2X PER 8' OF EACH END 4 I8' O.C. MANUFACTURES DETAILS. 8'OF EACH ENOr- MAX SPACINGNOTE: MANUFACTURES DETAILS. 8' OP EACH END t MMIUPACTURES DETAILS. OF SACµ END fWITHIN 10' O.G. MAX SPACING. ANUPAOTURES DETAILS. MAX SPACING.SHIM AS NEEDED TO PLUMB SHIM AS NEEDED TO PLUMB V O.G. MAX SPACING. NOTE, $HIM AS NEEDED TO PLUMB NOTE: 614IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 JAMB (DO NOT EXCED A') JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED V) I.J I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR'll MIN. SECURE THRU PRAMS 4 EXTEND IY4 INTO BLOCK W/ W TAPCONS OR DRIVE PIN ❑ (MIN. SHANK SIRE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACNG DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUPAGTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCFPD Y4') DOOR JAMB TO BLOCK+3/4 OR +5/4 i1 WINDOW TO BLOCK +3/4 OR +6/4 BGALE: 3/8' • I -0' DOOR JAMB TO BIACI( +1-1 DOOR JAMB TO HLOCK +2 �' DOOR IAMB TO BLACK +3' DOOR JANB TO BLACK +3 1_31 Wamw TO BNK +1-1 D WINDOW TO BLACK +2 1 4 o-ALE: Y, W HIAC + 11r WINDOW TO BIOCR +3 3/4' a SCALE, 3/5'•1'-0' 3/8'=I'-0' 6CALE: 3/8'=1'-0' it SCALE: 3/8'=1'-0' m FASTENER SCHEIDUL-E NAIL REQUIRE!" MENTS TOP CORD BLOCKING AT 4' �LL ROOF DIAP44RAGM USE 1/16" O.S.B. OR 1/2' GDX PLY WITH 48 RIWa SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SPANK CHIN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS a 4' O.G. O.G. MAX. IN FIRST 2 FRAMINGNOTEY SPACES AT EACH END. - TYP. EXr. SHEATWNG Ar7AC4MENT rt RAFTER OR TRUSS FOR SHEAR 4 UPLIFT (O.S.B. r0 BE STRUCTURAL N GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEAT1-411�ka NOT REcaUIRED EXCEPT • OPENINGS Ty EXTERIOR SHEATHING 140Tr=" NAILS r0 PPE MFG BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION r v USE 1/2' CDX OR 1116' 055 PLY WITH 08 RING SHANK GUN NAILS AT W "8 I. 0.113 INCH NOMINAL SHANK DIAMETER ? $ O.G. AT PANEL SIDES AND RING SHANK GUN NAILS 4' O.G. rOP 4 {� ~ BOTTOM PANEL AND 48 RING SPANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF 0012 OVER SHANK DIAMETER � p INTERMEDIATE SUPPORTS OR 7/16' ZIP 5HEA-44ING SYSTEM 3. 16 TO 20 RINGS PER INCH ROOF 5I4EATHING LXrOUT (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4.0280 INCH FULL ROUND HEAD DIAMETER NOTE: -RNG SHANK GUN NAILS SHALL Erz PERMITTED AS AN 5. 2 INCH NAIL LENGTH AND ENDWALL BRAG INCx ACCEPTABLE FASTENER PROM ANY MANUFACTUR R -ROOF DESIGN pFr55URE BASED ON WORST CASE BUILDING LENGTH I=OR GABLE END ERA" ZING SCENARIO FOR ZONE 3 "8 RING SHANK GUN NAILS m 4' OG. TOP f 50TTOM EOGE5 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RRZ05.1.1 ON all O.S.B. SI-4EAtl 41NG OR �" GDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE — 2x4 OR 6 FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — STIFFBAC t ALL — UPRIGHTS OVER '-10" HIGH (SEE SEALED FOR SIZE E CONDITIO j O.S.B. SHEATHING OR ' co PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/16 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8 THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREEEED (SEE DETAIL -I/WA2— /R2 URE GABLE TO 2x6 P.t. JTE W/ 12d'6 8' O.G. MAX PT. PLATE TO BL /OR BOLT W/ 2' W ERMPSON HIGH ST NGTH" EMBED. MIN 32" OCMAX.K, 3 CO PORTLAND �_�,,.,.'NT PL TER APPLIED " wIREC Y TO MASONRY ORY GABLEVAULT CLG. K WALL SCALE: 3/4" = I' -m'I 0 MR 2X6 P.T. SECURED TO MASONRY w/ 1/2"xV A.B. w/ 2" DIA. WASHERS, 7" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. !J I$ 2' DECK SCREWS a 6'-8' O.C. MAX a EDGES 4 12' O.G. MAX IN FIELD. UNTI4READED SPANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SPEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING BETWEEN TRUSSES WHERE "X" BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's 0 EACH TRUSS TO BE INSTALLED a MID. IN" OF TRUSS SPAN, OR 10' - " O.G MAX. SEE ENERGY CC, 6E FORMS FOR INSULATION R- ALUES d30ARD OR }" HIGH CLG. BOARD \_r2xAILER 24" O.C. a INTERIOR KNEE WALL CONC. FILLED LINTEL BLK W/ (I) a. 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.C. " CMU I " GYP. WL. BD. NOTE: PER FBCR R905.1.1 -FOR ROOF SLO S 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLA ENT SYSTEM( IS REQUIRED. FOR ROOF SLOPE 4.12 OR GREATER, (1) LAYER UNDERLAY't IE IS PERMITTED BUT MUST BE PER ASTM D226 TY II, ASTM D 486S TYPE IV, OR ASTM D 615rt r7 IX4 DIAGONAL BTM. CHORD 5RACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) a 24' O.G. MAX SIMPSON HETA-Irw (TYP) VERIFY 7-W/ TRUSS PLAN CONC. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36' O.C. MAX a TRUSS BTM. CHORD, SECURE W/(3) loci NAILS a EA. TRUSS CHORD GABLE END BRACING �05 RING SHANK GUN NAILS a 6' O.G. IN FIELD TYP. EXT. 514EATPING ATTAC44MENT FOR ROOF SPEATPING (ObM. TO BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F 11 N h w U w 3 F 0. U w A E A IV SUBDrV. $ LOT: CREEKSIDE LOT 35 PROJECT# 04321.000 035R1 MODEL: 4EBB "1828— CALI" GARAGE fJVMG: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 05/24/18 SCALE: 1/4"=1"-0" SI�ET D 2 15ER3LAS5 SI NNGLES VER 030 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BETW N R905.1.1 ON 6' O.S.B. TRU55E8 AT FIRST ( FI RGLASS SHINGLES OVER PROVIDE EAVE SH ATHING OR i" CDX BAYS 4'-0" O.C. (A #30 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED FIRE LASS SHINGLES OVER SI IEAtHING SEAMS APP OVER EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED, STRA 030 LT PAPER INSTALLED " O.S.B. HEATHING OR CDX CLEAR VENTILATION VERIFY W/ S5 PE FBGR RR905.1.1 ON 6„ PL OOD SECURED PER PER FBEC R402.23 PRE- NG WD. TRUSS PLAN O.S.B. EATHING OR i" CDX F STENER SCHEDULE 24' O.C. MAX. PLY OD SECURED PER F tENER SCHEDULE PRE-ENG TRUSS �� ZIP SHEATHING SYSTEM MTL. RIP EDGE SEE ENERGY CODE ORMS i _o„ MTL. D IP EDGE TT-F. PRE-ENG TRUSS TL. DRIP EDGE SEE ENERGY COD FORMS (INSTALLED PER MANUF. SPECS.) OR 2x4 OR 2 FASCIA FOR INSULATION R ALUES �� 5/8 GYPSUM BO OR I/2 2X4 OR 2X6 ASCIA �' •- 24" O.G. X. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. WOOD SHEATHING PER EL NATIONS HIGH STRENGTH LG. BOARD PER ELLIONS PE ELEVATIONS 5g" I" 8 G?'PSUM BO OR 2 WIRE, LAYER "I, '-0" DOUBLE TOP P ATE VEi�ItED ALUM. It CONt. 2x4 RAT N SECURED W/ C2) 12d's g GH TRUSS VENTED UM. SOFFIT HIGH STRENGT CLG. STUCCO WRAP VENTED ALUM. OFFIT WINDOW HEAD R SIZE VARIES SEE ENERGY ODE FORMS FOR BOARD WRB LAYER 02, FORTIFIBER BUILDING PAPER o.H. PER WINDOW PENING SEE oR ALL SB SECURE SECURE to WALL R NSULAt10N -VALUES 1,000"' UPLIFT SIMPSON METAL LATH OR SB HEADER 5P N GNARL FOR FASTENER SGHEDUL GYPS BOARD OR ONNEGTOR SP2 E FASTEN To WOOD STRUCTURAL SE URX SECURE to WALL R ALL DETAILS ON SHEET P 1/2" V2 1 41Cs14 RENGTH CLG. 2 SYP 02 2X8 STU MEMBER .� 1" O.C. Max s —FNISH FASTENER SGHEDU WINDOW A AGHMENT AS PER OR -1/16" ZIP BOARD D TOP a WOODD ON SHEET MANUFA URES SPECIFICATIONS SHEATHING SYSTEM DOUBL TOP PLATE WINDO HEADER SIZE VARIES FL E XX "M" TYPE CONTROL JOINT �� OR I/16' ZI SHEATHING SYSTEM WINDOW ILL 2x6 ST PS im Ih" O.G. MAX W/ (INSTALLED PER MANUF. SPECS.) PER NDOW OPENING SEE FRAME To BLocK CONNECTION SEE DETAIL (INSTALLED PER INSUL. SEE ENERGY CODE PEA ER SPAN CHART FORZIF DEt ILS SH THING111 RY WALL 15/D1 6' MANUF. SPECS.) FO FOR INSULATION SYSTEM NSTALLED , METAL LATH STRAP 1/8" THICK, 3 GOAT V LUES WI OW ATTACHMENT AS PER NUFACtURES SPECIFICATIONS PER MAN SPECS.) DIA ANCHOR BOLT s' WIDE STRIP SELF ADHI-= FLASHING, CLEAN CEMENT PLASTER 4 G SUBFLOOR GLUED ANp 1/8" THICK, 3 GOAT CEMENT PLASTER INDOW SILL OR AT I(o" O.C. MAX WITH -t" MASONRY B1 FORE APPLYINCs APPLIED to METAL LATH OVER 2 LAYERS WEp AS PER FASTENER REDUCE ON SHEET p2 APPLIED TO METAL 2x6 STUDS ® IV' O.G. MAX W/ IJJgLL SI IEArHINCx EMBEDMENT AND 2" DIA. WASHER I =X ED ®MAsoNRY OF GRADE "D„ LATH O`✓1=R 2 LAYERS � INSUL., SEE ENERGY CODE al r 8' CMU BUILDING PAPER OR OF GRADE 'D" FORMS FOR INSULATION 2x8 SYP 02 SIMPSON SPI PAPER BACKED LATH BUILDING PAPER OR R-VALUES WOOD STUDS a EA. 2X8 OVER AN APPROVED PAPER BACKED LATH " T < G SUBFLOOR GLUED AND AT 12" O.G. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED SCREWED AS PER FASTENER HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. sYP02 i O SOLE PLATE -'� C1) COURSE TIE -BEAM DETAIL �B/WA2 l/ PRE-ENG FLooR TRusS z .'a POURED SOLID WITH CONCRETE. (1) *S q)�ATERIALS SCALE: N.r.5. (INSTALL PER MSG. SPECS.) Ill Z IL 4 REBAR HORIZONTALLY GONG. FILLED LINTEL BLK. W/ (1)"5 REBAR CONTINUOUS ;'4 " GYPSUM BOARD OR 1' HIGH STRENGTH CLG. BOARD DETAIL TB/UJA2 " rL WEEP SCREED PER ASTM e26-C 4 1063-C 0 PRECAST LINTEL GSUBFLOOR GLUED ND SCREWED AS PER IX2 NAILER/DRAFT STOP O 1` PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) �r �- � (SEE DETAIL 2/D3 WINDOW ATTACHMENT AS FA EVER SCHEDULE ON SHEET D2 GYPSUM BOARD OR }' Z w U PER MANUFACTURES SEE ENERG"r CODE FORMS HIGH STRENGTH CLG, BOARD w SPECIFICATIONS FASTEN 2X4 BBON FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP -a O GP"tJ) W/ (5) 126 N S A �S PREcgsT LINTEL Z �✓ REBAR '� 16 PRECAST SILL LONG. FILLED LINTEL BLK W/ (1) IS Z W O.G. MAX, IN PRE -EN OR SS WI OW ATTACHMENT AS PER REBAR CONTINUOUS ul CONCRETE (I STALL Ec 5/8" THICK, 3 COAT M�tc ACtuREs SPECIFiGAt1oN8 EE ENERI3"r CODE FORMS (� Z POURED C L, 2 P.T. FURRING STRIPS PORTLAND CEMENT PRE AST CONCIFZTE SILL INSULATION R-vALUES p 0 VERIFY P 16" O.G. GONG. F I EL BLK W/ PLASTER APPLIED CAST LINTEL IL C1 PLAN. 8 MU CI B CONTINUOUS DIRECTLY TO MASONR (I) "5 A VERTICALLY BAR EIS W/ CON POURED CELL WIND ATTACHMENT SSE A5 PER MANUF CtURES SPECIFICATIONS 0 0 O R-4.1 1/2" YP. WL. BD. B�p �u B O N 5/6" THICK, 3 OAT O U IN IX2 P.T.FU ING " PORTLAND MENT PRE-C T CONCRETE SILL `� LATION (1) *4 NTINUOUS REBAR FASTENING D]ET STRIPS O.G. PLASTER PLIED WOOD SE 8 GMU DI TLY to (1) wo REB R VERTICALLY 4 O v SCALE: 3/4"=1'-O" 1/2" GYP. WL. D. ASONRY - W/ GONG. P URED CELL [aZ 04 REBA 48" LONG n WOOD BASE. IxZ P.T. FURR G W/Yo" HOOK 24" O.G., I STRIPS m 24" -C. O q MIN. 24" INS B ROOF rRuss uPUFr FIN.FLR 8' GMu 2'-0" (I 11N. CONNECTOR NOT SNOLLN FOR 1/2, GYP. WL. Bp. °� I IN 5L,45) CLARITY (SEE z d WOOD BASE SHOP DUKxs.) z _ a. FLR W LL I , -3 1/2" CONC., RE W/ ro xro " a C TIO N p. L� a . °a WI.4XWI.40 WWM ON -MIL EXTERIORWALL SHEANOTES) — - .... POLY ETHYLENE V POIR 2-STORY 2 —STORY ;.,.. ° RETARDER ON O O D FASTEN EACH STUD TO D5 SPT24 PLATE WELL -COMPACTED GL ANNAIL PER M ANUF.sPECs. WALL WALL ` FRAME TO � } �° � � � FILL TERMITE TREATI�IE T SECTION SECTION LOCK WALL ° SHALL BE BORA-DARE 2 -� *5 SECTION AT TOP 1 - SCALE: 3/4 -I -0 - SCALE. 3/4 -1 -0 REBAR coNTlNuo ON ON CHAIRS OF EXTERIOR WALL 9 SCALE: NrS FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBEIe"GsLASS SHINGLES OVER 030 FELT PAPER VE'.R 030 FELT PAPER PRE-ENG GABLE TRUSS �Ot� INSTALLED PER FBCR RR905.1.1 ON a' O.S.B. SP-- STIFFBACK (SEE SEALD TRUSS ALLEP PER FBGR RR9 1 ON " 0.5.B. � SPF STIFFBAGK (SEE SEALP TRUSS - DIAGONA CE a xrERIOR WALL STUDS WALL SHEATHING 4 PLACE STRAPS 6PAGED AND FASTENED AS SHEATHING OR illCDXSHEATHIN ENG. PACK FOR SIZE $ CONNECTION) " cpX ENG. PACK FOR SIZE 4 CONNECTION) CEN OF TRUSS SHOWN wrTH ONE ADDITIONAL Sr AT PLYWOOD SECURED 2X4 SPF BLOCKING BETWEEN PLYWOOD S RED 2X4 SPF BLOCKING BETWEEN 5 OR HIGHEST FASTEN STUD O BLOCK WALL EACH WINDOW STUD ST�INSrALL PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0" PER FASTS TRUSSES AT FIRST (5) BAYS 4'-0' IDGE. DIAGONAL pggTELLIEIeB qs Sp SCHEDULE O.G. CAT SHEATHING, SEAMS) NOTE: SCHEDULE O.G. (AT SHEATHING SEAMS) BRACE TO BE 4 ANY SPAN 15 STRAP • EA. EN UN.o) 4 SPACE STRAPS, AS OWS: (1 OAN NAILS MTL. DRIP EDGE: DIAGONAL BRACE a MTL. DRIP EDGE -0 OR GREATER. REFER TO -1'10 MPH 'G': 32 C. t Tu(0.148 ) PR -ENG W .TRUSS 24° CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA t 24" TRUSS ENG. FOR INSTALLED 'B': O.C. MAX. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS - ADDITIONAL IS0 MPH 48' O.C. OVER W -140 MPH 'C' 4S' O.C. OVER WALL SHEATHINCs 2X4 OR 2X6 FASCIA BRACE t0 BE e ANY SPAN SECURED W/ l3) 12d HORIZONTAL TRUSS TOP OF STUD WALL PER ELEVATIONS ;. 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. SOLE PLATE SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0" TO 30'-0' (1) FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE WOOD BACKING 1/2" CDX OR i/16' OSB SECURE TO WALL F'ER (2) 12d NAILS TRUSS REINFORCEMENT. P2 FOR SHEATHING FASTENER PATTERN (2) 12d 30'-1" t0 60'-0" (3) Do NOT PLACE SCREW w FASTENER SCHEDULE 0'-0" t0 30'-0' ll) 1/2' CDX OR '7/16" OSB Nql X-BRACE 11) X-BRAGl= TOP OF TOP HOLE NEAREST TO TOP ON SHEET D2 X-BRACE SECURE t0 WALL PER CENTERAND (2) MASONRY WALL OF GMLL BLOCK WALL OR �/16" ZIP SHEATHING 30'-I' TO 60'-0' (3) FASTENER SCHEDULE BRAGS DIVIDED EQUALY FROM CENTER CONNECT BOTTOM OF SYSTEM (INSTALLED PER X-BRACE CI) X-BRACE ON SHEET D2 t0 END STRAPTO cMu BLOCiG WALL (T) MANUF. SPECS) ra _�_ CENTER AND l2) OR T/16' ZIP SHEATHING _ Y wi Sng' VIA TAPGON MASONRY WEEP SCREED, SEE -15, BRACE DIVIDED CONT. 2x4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER MANUF. SPECS.) CONT. 2x4 SPF RAT RUN SECURED 2 —STORY cMu BLOCK WALL s ws DETAIL SHEET WA2 (2) 12d s m EACH TRUSS To END 2X4 W/ 3/8' X 5 LAG (2) 12d's tv EACH TRUSS ABLE END F_ 2X6 P.T. SECURE W/ 1/2"X9' ANCHOR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ GABLE 632 O.G. MAX. O (2) 2x4 "'1 S.Y.P. DIAGONAL BRACE W/ BOLT 32" O.G. MAX. NAIL GABLE TO 2X6 W/ 126 NAILS 6 O.C. (3) 12d's a EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRU55ES 'r X— BRACING 5/8' GYPSUM BOARD OR 1/2" HIGH „ SIMPSON MST g 32' MAX• D OP PLATE (3) 12d's a EACH TRUSS DIAGONAL X-BRACING t0 COVER 5-TRUSSES 5/8" GYPSUM BOARD OR 1/2" HIGH BRA S XTERIOR STUD WALL CONNECTIO TO FIRST FLOOR MASONRY WALL STRENGTH CLG. BOARD SCALE: 3/4 - -1 -0 2X D Iro' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4" _ - " 3 SCALE: NTS Ilkk MAX. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Iw W w 0 0. U w a F A x stmDrv. da LOT: CREEKSIDE LOT 35 PR.OJ�CT 04321.00 035R1 MOD= 4EBB "1828—CALI" GAP.AaZ SVMG: RIGHT PAGIM SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA DA05/24/18 SCAL&% i/4"=1'-0" B*MIET IF -JN3 TOP PLATE %,L OZ. MAX SECURE 2X4 W/ 2-1/4' TAPOONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 141 wl&ht EA END NOT To E>oeM 2X4 SOLID ING SECURE t HEATHING WITH MIN Zd PER BLK EA END N.TS. *,NOTE: NAIL SNr=ATI-IINCx TO ALL 2X A5 PAR EXT. 5N1=-AT4NG NAIL.INCx, 06 4" O.G. MAX e r=DCxES 4 6"-8" O.C. MAX IN TI 4E FIELD MEAN /:-: r� •- - f.I I .II- I� III— 1 :�i�I�Ur��!r -_ • �. ��II.I II �r,�� oil BT. GDX EXTERIOR ARCHWAY WITH WINDOW 1 SCALE: I/2'=I'-0' 32' O.C. : BOTTC 1/2" GLG. OARD I/2' DR A WOOD uDS 016, G, U.O.N. 2X4 CONT. 2X4 WOOD - STRESS STUDS s16" BLOCKING O.G, U.ON, MID -WALL SECURE Et. 1/2'X9' A PLATE TO S I/2' DRYWALL 3210 G. ' W/ 10d MA EMEE NAIL o O. 0. MAX �32 BE Effohio ` GONG. SLAB Folt DEt I, YION c 1STFLOOR INT. BEARING W. (NO UPLIFT) SP4s32' MSTA-36 32' MAX SP4s32' O.C. ryfAX- O.C. STAGGERED SECURE 2X4 W/ 2-34' TAPCONS OR DRIVE PIN (MIN. 8HANK SIRE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ys' W/IN 8' EA. END NOT a oC. ARCI-SWAY MAX d Bt. PLATE J 2X4 SOLID BLOCKING SECURE TO SHEATHING 1/2, COX WITH MIN. 2-12d PER BLK EA. END 2 EXTERIOR ARCHWAY 2X4 SECURED TO GABLE ENG WRV 6'-8' O.C. .. UPRIGHT L-30 • BLOCKING 2x4 BLOCKING EA EA. RAFTER H25 EA. \ RAFTER 2x4 RAFTER e 24' O.G. 2 x 4 FRAMING CTYP) FRAMED OVERHANG 2X4 TOP PLAIT j " GLG. E 1/2" GLG. 2X4 CONT. 1/2" DRYWALLS a TRESS BLOCKING MID -WALL SECURE BT.PLAT t0 SLAB W/ 10d MASONRY NAIL s 32" O.C. MAX 2X4 PT. PLATE GONC.SLAB °o L G. MAX 1ST FLOOR INT. BEARING W (W/ UPLIFT) TRUSS GONT. TRACKS, OP t BOTTOM TAL 1/2" DRYWAL 2X4 WOOD CHANNEL SHA STUDS s24' STUDS 24' O.G. W O.C. LAYER OF 1/2' TYPE GYPSUM ATTACHE E SIDE s 12 GONG. SLA CONC. SLAB . 1ST FLOOR 1ST FLOOR TYP.INT. WALL TYP.INT. WALL METAL STUD: 8 NON-BRG. scALE: 1R"=r-8C NNLEBRG; m„ TRUSS TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG.TRUSS p0 70P LATE Z ON7 STRESS DBL. 2X TOP PLATE s �81 ID WALL O.SB. 4 2x 9 S 16' O.C. MAX, SH OR 7/ 6' ZIPP SHEATHING SYSTEM (INSTALLED PER MANUF. 9PEJ CS t SUBFLOOR GLUED 2X BLOCKING s REWED AS PER A ER SCHEDULE 1/2�CDX z O 2X STUDS 16' O.C. MAX. 1 D FLOOR STUDS 5tMPSON M5TA-36 s 32' 2X BTM. PLATE OG. MAX 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINCUS STRESS LOCKING MID WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP 0-- ELK. 2 STUDS s 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO 0.5.5. U.O . 1/2P. WL. BD. Q2 HORIZONTAL 2X 5.PF. STRUCTURAL BLOCKING AT PERIMETER OF O.B.R. TO PROVIDE CONT. NAIL PATTERN SEGU BT. PLATE TO SLAB W 'x,3" ANCHOR REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON STRENGTH EPDXY 'I" ED. MIN. ® SHEATHING s TOP OF WOOD FRAMED WALL TO BE �SIMPSON STAGGERED MIN. OF 16' FROM SHEET BELOW SP4 32' O.G. MAX 5 O INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 2—STORY L.B. EXT. WALL SHEATHING SCALE:1/2'=1'-0' 4 SCALE: 1/2"=1'-0' o y o slecuRE 2x4 oN FLAT TO ELK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) 0 VX8" A -BOLTS 4' EMBEDMENT MIN. 0 W/ 2'X2'Xlb WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING, 1-2X6 PT BLOCK s CENTER OF DOOR HEADER WKI) Y/'X8' J-BOLTS 4' EMBEDMENT W/ 2"X2'X1G' WASHER AND NUT. 0 I NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 3 B�UCjffTTACflMtNT SCALE: GDX PLYWOOD 6'-0` OPENINCm a tq a as a 4 ° N Q a SIZE PER wlNDow �DOOR/� OPENING 'o TYP. EXTERIOR WINDOW/ DOOR OPENING WD FRAMED TI SCALE: ILI LOCKS, 4 J �a *41 T BLOCK W/ (2) 3 CON OR DRIVE PIN N ANK SIZ 145) MBED. I") a IN S" OF EACH D AND O.G. MAX SPACI CMU W L J -a n a I ° a V4 a °4 — — z ARCH WINDOW FRAME 5GAL F-. 3/4" = F -0" PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIlor— FRAMING PLAN DOUBLE TOP PLA COPPLE STUDS a IUD, 5N L ,SID 2 . = JACK YtUD, BOt IDES OF OPENING 2x ST S s 16" O.G. MAX W/ SH HING. SHEATHING TO BE UJKPIN }' OF WINDOW/ DOOR NING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY i A TIME. SE 121 NAILS, TWO WITHIN 6' EACH END < NO MORE rH 12' O.G. STAGGERED SP4 H5 s TOP AND BOTT LATE5 s EA. FULL LENGTH S BOTH SIDES OF OPENI SHEATHING T AP TO EOTTOM OF NG'D TRUSS BELOW- THING MUST NOT BREAK 1'- MIN. FROM 2ND FLR LINE. -ENG TRUSSES OR FRAMED RAFTERS 2x RIDGE ONE 51z %YsER THAN RAFTS IZE MIN. (3) 12d NAILS MIN. (4) 106 GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE r0 TRU5SES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS ® EA. TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG.TRUSS HEADER SIZE PER SPAN CHART. o� TYP. INTERIOR DOOR OPENING WD ro REBAR VERT. IN SOLID GROUTED CELL 5/8' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY wwdl �� 11 4 CONV. FRAMED ROOF SCALE: 1/2' = I' -0' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE -CRIPPLE STUDS s 16' O.C. MAX 51MPSON LSTA-12 A. JACK AM%BOTH SI OF PE NG. 2 s 16' O.C. MAX W/ IS RING. SHEATHING TO BE HIN;' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND 5PECIRCATION) -JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) CK STLLD ASSEMBLY TO BE REp ONE PLY s A LIME. USE AlNLS, Two WITHIN 6' FROM E ENp i NO MORE THAN 12' O7MIN. AGGEREp I/2"x9' A$.i'EMBEDME' F CH -END E 32' O.G. MAX. SP4 OR H5 s TOP AND BOTTOM PLATES s EA. FULL LENGTH STUD, BOTH SIDES -OF OPENING. -LINE OF SLAB CORNER BEAD SEALANT BACKER ROD 8' CMU SEE STRUCTURAL FOR REINFORCEMENT 2x6 P.T. LLD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL FEa FROM MIAMI-DADS COLN1 WEATHER STRIP MOULDING AL AROUND (BY DOOR MANUF ) GAV.STEEL ' TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'xl LAG TRACK POOR �B��I-IEERS sellimWa VERtICAL 1' MIN BY MAUF. SLIDE FASTENED TO TRACK BRACKETS ROOM W/ 1/4'-20XI/2' GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: I/2"=I'-0' AND LOCK NUTS. PRE-ENCt ESSRED MT5-12 1/16, 05B. o s B. SHEAT OR CDX PLYWOOD. T D PER FASTENER SHE 2 MTS-12 OR T/16' ZI d SHEA HI SYSTEM ( R MANUF. STU SCURE ETWEEN s Bars W/ ;57 RED H END2x DOLLS TOP PLATE DS O I6' O.G. MT -12 s EVER STUD2x4 BT. PLATE DORMER ALL DETAILATTACHMENTCALE: 3/4'=1'-0' 15 SCALE:I/2'=1'-O' 2X4 D5L. TOP PLATE 'X4 STUDS 16" /16" 05.5. TEXT. FINISH J"1ETA-16 VGMU WALL " 1115 UPLIFT SIMPSOM HTSM20 W/10 106 TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL N 1900 UPLIFT (2) SIMPSOM PTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT �5 TRUSS ANCHOR ii 1RETROFIT 1 �• N TS. CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 F W c 0 U ti. 0 F c0. ci A F A susary ae iAT: CREEKSIDE LOT 35 PROJECT* 04321.000 035R1 MODEIu 4EBB "1828-CALI" GARAGE BVMG: RIGHT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATA: 05/24/18 SCALM: 1/4"=1'-0" SHEET �4 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number 1/4" concrete screw 6" edge distance @ head, 4" edge Swing door (+36 ) / (-47) (+67 ) / (-67) Therma-Tru Smooth Star FL20461.17 N/A distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. Min. embedment of all anchors to be 1 1/4" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 113/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R9 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c atjamb, 10" @ head.'11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R6 Non Impact from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" Mulled embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33) / (-41) (+50} / (-50} Ply Gem Builders Series FL14634.2-R3 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. To and bottom centerline of each door slab et p g with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door {+29 ) / (-35) (+46} / (-42) Clopay 16.2x7 73 W6 FL16546.6-R9 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R10 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap RhinoRoof U20 FL15216.1-R3 gauge 1 %" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+157) / (-46.1) PlyGem Variform Soffits FL24161.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6' span (+47) / (-53) panel MFG. 24 GAGE FL16293 R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min, span or more (+45) (50) / panel MFG. 24 GAGE FL16293 R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 17147-R2 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i F w h w h F 0. U a F A F; stmwv. ae LOT: CREEKSIDE LOT 35 PROJECT* 04321.000 035R1 MODEra 4EBB "1828-CALI" GARAGE 87RNG: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EV. C ARCHITECT: STATE OF FLORIDA 05/24/18 1 BCALE:1/4'=1'-0" 1 E=tri:�}ti�si NOTE: NOTE: IF ZIP Sa-4EATI 41NC% SYSTEM 15 NOTE: APPROVED BUILDING WRAP IF ZIP 5I4EAt1-41NCs SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OP INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEI'18RANE—� " MANUFACTURERS 6' 0 VERTICAL LAPS (ROLL FLASHING (COMPA7I5LE W/ HOUSE \ ; ENDS) 4 6' • HORIZONTAL LAPS. MANUFACTURERS (WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL S77F D LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPRovEp HOUSE WRAP. WITH PE FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE 1 6'x6' SELF -ADHERING MEMBRANE PREFOR`ED CONTROL JOINT — �' THICK 3 GOAT CEMENT PENETRATION �� FLASHING (COMPATIBLE w/ HOUSE \ PLASTER i'WRAP MATERIAL) OVER R4"x FLANGE OF CONTROL JOINTS t / FLASHING OVER APPROVED O.C.WIRED TIED ). LATH 0 9" WRB LAYER "2, FORTIFIBER HOUSE WRAP. O.MAX (VERT.J. NOTE: DO EUILDING PAPER � � �� PLASHING: TO EXTEND ONTO PI NOT FASTEN CONTROL JOINT TO j WALL EVEN IF STUD EXISTS (\// l�\Y/ '� �`' PE BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAY BE USED TO TEMP. FASTENED .i' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X X GUT AND OVERLAP ONE SIDE OF DURING INSTALLATION WRB LAYER "I, y METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED STUCCO WRAP FLASHING SELF -ADHERING MEMBRANE • S O.G. MAX VERTICALLY P FLASHING WOOF S {EATHIh6Gs / WRB LAYER "I, THICK 3 GOAT CEMENT �t OR,/16 ZIP S'NEATHIN4s � SYSTEM INSTAVi PER � / WRB LAYER "I, i / 9TUGG0 WRAP METAL R STUCCO WRAP MANWF. CS.) METAL LATH 6' MIN PAPER LAP t3ELOW ONLY �' WRB LATER "2, FORi FIBER WRB LAYER 2, FORTIFIBER WRB LATER 02, FOR Pi / I -- BUILDING PAPER % BUILDING PAPER BUILDING PAPER METAL LATH LAYER 01, S�tUCGO WRAP \ —FLASH E MBRANE OVE HERING ME R SELF -ADHERING MEMBRANE 7OINSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED LATH SHALL NOTSAP MIN. WOOD SHEATHING STRAPS, STAPLES) AS ` HOUSE WRAP. BE CONTINUOUS 6' TO e" �° TO e' OR,/I6' ZIP SHEATHING REQUIRED TO SECURE FLASHING: TO EXTEND ONTO PIPF TIN. nIN. mA sII�NG (INSTALLED PER �\ 4"x4" SELF -ADHERING MEMBRANE THROUGH CONTROL PIPE/ WIRE TO FRAMING JOINTS BUT SHALL \ ::x y J., :.._ T v ;-; BE STOPPED AND r- FLASHING OVER APPROVED HOUSE WRAP. TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING " MIN LAT" FLASHING: t0 EXTEND ONTO PI PER ASTM G1063 PLACED FLAT MAX. 6' TO 8' AP a wER -, PE ALL L P 7.10.1.4 FROM CONTROL JOINT WHENi 77171 CONTROL JOINT FALLS ON )"PAPER LAP NOTE: U2 STRUCTURAL STUD SCALE: I I/2'=1'-0° NAPPROVED HOUSEWRAP AIR e�L 1. FASTENERS FOR LATH TO BE NAILS OR \ INFILTRATION BARRIER OVER STAPLES IN COMPLIANCE W/ ASTM CI063 STA 2. WIRE TIES TO BE (NO. 18) 11 WIRE 3. BLOCKING: SHOWN MAY BE IN ADDITI SHEATHING: CJ�y \ ELASTOMERIC COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER PLAN / G.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS_pp��/�t /�w � .7>=`i I ��II�I PER SECTION R703.7 Exterior lathing and plastering NOTE: SHEATHING Exterior use of portland cement plaster OR,/I6' ZIP SHEATHING SYSTEM shall comply with the application SIDE LAPS OF METAL P Y PP (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A. PLASTER SASES SHAD q BE SECURED TO BUILDING NOTE: o MIN, r� rr FRAMING MEMBERS. PAPER ,i /LAP F ZIP 5HEATI�INC-j SYSTEM 15 shall comply with exteriorlathingC1n-framing M TYPE CONTROL JOINT THEY SHALL ISE TIED shall comply with ASTM C 106312A. 1 BETWEEN SUPPORTS INSTALLED, PLEASE SEE WITH 0.0478-IN. (1Z1-MM) stucco x'' LAP a LATH MANUFACTURERS WIRE AT INTERVALS NOT . s, LAP PAPER INSTALLATION PROCEDURES MORE THAN 9' 1229-MMJ. AS PER ASTMGI063 FIFE f N TRATION DETAIL CFRA� ) O I. FOLD MWARD • PT. A + f 1 I. FOLD MW41®• Pi. A [/-y ,�I�.�T � JJ�\ ® `J 2. CREASE • Pr. 19 K I C JL 1 O U T NOTE, 34 FOR REPAIR OF TEARS HORIZONTAL LATH .e, DETAIL MAY BELPATCHED Ate' & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL 4 STICK • 45, N ® i/Iro" ZIP SHEATI 41NG SYSTEM ( INSTALLED PER MANUF. SPECS.) OR OLF FOLD INWARD • � , 1. FOLD Ni • PT. A WOOD 5HEATHING OR CMU s. • Pi e 2.CREASE•PT. a WRB LAYER "I s. GIREASE • PT. C STUCCO WRAP (FRAME ONLY) 3. CREASE • PT. G 4. FOLD Pr. C OVER PT. B TILL Pr. C TQJCF-i BOTTOM FLANGE THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT I CEMENT PLASTER (CML) LEGEND- N.T*�,UA METAL LATH (FRAME ONLY) ® ®FOLD LAP WR5 4 TAPE OVER D RA I NAG FLAN i UJRP ROOF/WALL SCREED #� STUCCO UJR>4P� • „ NOTE. TIGHT SEAL FOLp.� IF ZIP 51 4EATI 41NG SYSTEM 15 UJRP ��`I'R 2 «OR11=f8R INSTALLED, PLEASE SEE P THICK, 3 COAT DEMENT 5"X5" "L" TYPE GONtINUOUS # PLASTER (FRAME) IR' 2 soar GALV. METAL FLASI-41NG MANUFACTURERS CEMENT PLASTER CCNNI (NAIL TO ROOF DECK, NOT INSTALLATION PROCEDURES - z 5UILpING FARER) WRB LAYER R, FORTIFIBER 1� � � �' 5IJILDING 1DAPER�E ONLY) WALL SI-43=ATI-41NCt) WRB LAYER "I, GAP skINGLE - Do NOT NAIL, 1" ITAL LATE 4 x x x x STUCCO WRAP (FlQAME ONLY) LAP LAYERS Cr BWLPING WRAP INSTALL WIT(-{ ROOI= CEMENT OVER NAILING FLAT STOP � WRB �.,, \8•y STUCCO'.. SHINGLES rrr� FRsV"IE OR CM ExTERIOIR as r�N+A1-L scREEo � i ROOF CEMENT s�waLLrtasHlNG sal ROOF PER ELEVATIONS I.000U e�4EATI4ING OR 7/111 ZIP SHEATHING SYSTEI" I DEGAIG;TFLAB r�[eEE , (INSTALLED PER I IANUt=. SPEG5.) &ELF-AEDHESIV FL ASI4ING NOTE: —---- ' IF ZIP 514EATI-41NG SYSTEM 15 NOTE, INSTALLED, PLEASE SEE MANUFACTURERS 1 I Ali 4 rELreLAYMENr INSTALLATION PROCEDURES'�� O i�R SCION --- WATER tIGHt SEAL !BEND OR �O M� INSTALL KIQCWT '°L R°°"�"T' R703.7.1 / >�5Tr C-8, -09 SHINGLE ROOFING �L FL,ABIiRJG AT BOTTOM OF ROOF 1 WALL MTER6EGTION6 DRIP EDGE, OVERLAP 9' Ff=fR SQ. YARD CUTILENI' OR N01" I'INAL EXTEND 1/2' BELOW /� �` f j''� ^ /� FASTEN 4' MEGHANIGALLT FASCIA 1LIR.414 FLAS TT �, T R, L 7 T4 DOES S NOT 1� E T S I E C I F I C A T I ON S FASTEN 4' OL. MAX � ! J ) 7 JLn1+l /�, N.T.S. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i MIN W h W U W 0 0. p F A ®tTHEiiP. ale LOT: CREEKSIDE LOT 35 PROJECT 04321.00 035R1 al[ODELe 4EBB "1828—CALI" GARAGE 8WMG: RIGHT PAG&: WALL ASSEMBLY DETAILS 160 MPH EXP. C 01 ARCHITECT: STATE OF FLORIDA 05 /24 /18 r@:.}:�y Y V AI NOTE: IF ZIP 5H TI-41NG 5Y5TEM 15 INSTALLED, LEASE SEE i'?ANUFACTU IRS INSTALLATION ROCEDURES BACKER ROD I I I BACKER ROD WRB LAYER 41, STUCCO WRAP DRYER S' CMU VENT INSTALL rc' SELF-ADH MEMBRANE FLASHING TOP, SIDE(S) AND BO FLANGES OF NON -MO) FRAME OP THE EXHAL VENT BE SET IN BED T TOP AND SEALANT IS TO BE AS t0 DEFLECT FROM JOINTS. LL AROUND Y SEALANT ALL INTERSECTIONS LANT AT PERIMETER OF LE FRAME AND STUCCO ON ALL ALL SIDES Y4" CAULKING � JOINT UN PER SECTION R703.7 Exterior lathing and plastering \In r use of Portland cement plaster omply with the application ments of ASTM C 926-12A. tion of exterior lathing and framing omply with ASTM C 1063-12A. HOODED VE T J1 THICK, 3 COA EI PLASTER METAL LATH WRB LAYER "2, PORT ESUILDINGS PAPER WOOD SHEATHINGS (FRAME) /IINSrAR THIINGS 8 CS.) OR R "I, AP R , PORTIFIBER P ER V� THINGS BEAD BAND -Yo" To N MID -WALL WEEP 0a EBP 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING OVER SQRATC 4 COAT Inc r IZONTAL WEEP SC ED W/STONE VENEER FRAME TO BLOCK) LEGEND DRAINAC->:E PLANE (IURB LAYER #I, STUCCO UURAP) UJRB LAYER #2 (PORTF15ER BUILDING PAPER) 1 IETAL LATH STUCCO x—x—x—x WOOD SHEATHING OR 1116" ZIP SHEATHINGS 5Y5TEP'1 (INSTALLED PER MANUF. SPECS.) SEL=-ADHESIVE FLASHING — — — — NOTE: r'OETAL LATH: LATH TO BE PER SECTION R-1031.1 / ASTM C-047-091 I" IIN. 2.5 LG 5. PER SQ. WARD (UTILITY OR NOt IINAL. LATH DOES NOT '1"EET SPECIFICATIONS) 6B DRYER VENT i BUILDINGS PAPER OVER 'QUICK FLASH" PIPE THROUCSH WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILPINGS PAPER — UNDER "QUICK FLASH" ELEC. METER VERIFI LOG STUCCO F[NISH 6" SELF ADI-IESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP E SIDES i 1A� H O IF ZIP 5I4EATI-41NCx SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &T� PENETRATION ALE: N.T S. f-41�c,H I V MGL.>=I y>= STUCCO SCRATCH COAT 1 COAT OF PAINT L0/5,4CK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION .000D CONSTRUCT[ 1/I6" ZIP SHEATHINGS SY EM (INSTALLED PER MAN . SPECS.) OR WOOD SHEATHI C WRB LA*T%R i :R "2, FORTIFIBER PAPER rHIGK, 3 COAT CEMENT ASTER TO Ye" I" 11D- `—�SEL DHESIVE FLASIHIN WOOD FRA D LUALL ZONTAL WEEP SCR D FRAME TO FRAME NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEA5E SEE MANUFACTURERS INSTALLATION PROCEDURES Y STUCCO SCRATCH COAT AND ONE (1) LATER OF PAINT PRIOR TO INSTALLING ELEC. I" IETER CAVITY TO BE FILLED LUITH RIGID POLYMERIC I5OCYANOTE-POL`r5LEND FOAM At Cti ICCII •�R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENINGS IN APPROVED HOU5EWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD 5HEATI-411` APPROVED HOU5EWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS Sox, APPLY TO FACE EDGE APPLY E-Z BEAD — OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS 5Tf 1 5T *3 .o.o. . e .o•o.0 0 •o o. o• .o ,. •, o. ., •, ,. O• •p .o o. O .O.O•p O 7/Iro' ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHINGS WRB LAYER "I, STUCCO WRAP 4 WRB LAYER 02, FORTIPIBER jT BUILDINGS PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION j.� FINISH* WOOD FASTEN TO WOOD STRUCTURAL MEMBER a I' O.G. MAX 8' CMU 4 Ye' TO V' MID -WALL WEEP SCREED 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH ® MASONRY HORIZONTAL WEEP SCREED FRAME TO BLOCK) NOTE: IF ZIP SHEATHINGS SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER "I, STUCCO WRAP CUT "X" INTO SELF-ADHERINGS MEMBRANE FLA5HINGS APPLY SELF-ADHERINGS MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER wl 5T E F= **2 APPLY 60 MIN GRADE "D" FELT OVER SELF -ADHERING 01 FLASHING OVER APROVED H0U5EWRAP WRB LAYER "I, STUCCO WRAP SELF-ADHERINGS MEMBRANE FLAS-41NGz �- WRB LAYER 02, FORTIFIBER BUILDINGS PAPER 5TF # 5 T E F ST E F ELECTRICAL __RECEPTACLE ELA57OMERIC COATINGS OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U W 0 h a U w A F A 2 h SIVHDIV. de LOT: CREEKSIDE LOT 35 PROJECT 04321.00 035R1 i60DEL: 4EBB "1828- CALI" GARAGE S'RING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EV, C ARCHITECT: (STATE OF FLORIDA 05 SCALE: 1/4-=1.-0- 9iIEET WA2 WOOD SHEATHINGS WOOD CONSTRUCTION 3/4' HAT CHANNEL W/g/a" TYPE 'X' DF WOOD SHEATHINGS WR5 LAYER "I, STUCCO WRAP " THICK, 3 COAT CEMENT PLASTER WR5 LAYER 01, STUCCO WRAP ` AMIGO AM664FWC-780 CUSTOM CASINGS BEAD NO GA IN FI D (S/JNCLARIFICATION OF SEGGESSORfE5 ONLY) SING BEAD 10AL@ CANT. CALE: I I/2' WR5 LAYER "I, STUCCO WRAP WRB LAYER M2, FORTIF ER BUILDINGS PAPER " THicK, 3 COAT MENT PLASTER 6" SAP, ®TOP WEEP SCREED TO SI�dING HIND WEEP SCREED 2 6" SELF-ADHEREINGS FLASHING WRAPPED ea TOP OF WEEP SCREED TO SHEATHING BELOW _ WRF LAYER "I, STUCCO WRAP — WR5 LAYER 02, FORTIFI5 BUILDING PAPER 6" SELF-ADHEREINGa FLASHING WRAPPED ® CORNER OF CANTILEVER IF ZIP SHEATHIN SYSTEM IS INSTALLED, FLEASK SEE MANUFACTURERS INSTALLATION PROC URES NOTE: METAL LATH: LA?I4 TO BE PAR SECT[ R7m3.7.1 / AStM G847-(D9, MIN. 2.5 S. PAR SQ. YARD (UTILITY OR NOM AL L4'-�NH pOES NOT t%SE7 SpECIFI AtIONS) NOTE- 7 OD CONSTRUCTION IF TIP SHEATHING SY - IS INSTALLED, P-EASE SE MANUFACTU RS WI=ATHER RESISTIVE INSTALLATIONPROCE RES BARRIER 01 3/4 I�ESILI T WEATHER RESISTIVE HAT CHANNEL BARRIER 02 VINYL CAS A J" THICK 3 COAT CEMENT PLASTER 5/8" TY WALL METAL LATH F W/TE tU AINTED WOOD SH�A-r1114 FIN( II WOO zm AY} Inc. SYS EM (NST .Ll R h7ANUF. SPECS.) THIC GOAT CEMENT 2) 2x12 �EADER VINYL CASING: BEAD 11D DRIP EDGE INSTALLATION NOTE: IF ZIP SHE4THING S S EM IS INSTALLED, PLEASE SEE MANUFACTU RS INSTALLATIONPRO E 6 URES 5/8' TYPE "X' DRYWALL W/TEXTURED a PAINTED FINISH 8' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASINGS BEAD SEPARATE ACCESSORIES ONLY) WOOD GONSTRUCITON —wEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE FARRIER "2 I' 8' THICK, 3 COAT CEMENT PLASTER WMETAL LATH tl��s7T�/I��L' EZfpP�3N�EqArrtTt 9T5TEM tIC�9ADEEp�A1"fAN6�. sr�Ecs.� VINYL CORP. 4" POSITIVE DRAIN WEEP SCREED V. No IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT FRAMED WALL 3" X 3' 26 GA. GA . PRE ENCS'D SS —� FINISH LAYER (2 LAYER METAL DRIP ED EEL a STICK) SET IN FULL B OF WEATHER RESISTI 6" EEL a _ `•, SEALANT, X"VIN FARRIER STI m DRIP SPACE FRO DRIP WEATHER RESISTIVE FACE t0 t X BARRIER °2 DECK O L` ' THICK, 3 COAT CEMENT v RIES T .. �� PLASTER 0i METAL LATH Y4" Gs FOR FACKER RO a SEALANT WOOD SHEATHINGS I i "XI 3/4" P.T. SIMULATED j WOOD (TREX) LER, INYL CASINGS BEAD CONTINUOUS 4" POSITIVE DRAIN) WEEP / SCREED N A FIELD (SHOWN FOR I ATION OF SEPARATE ACG TES ONLY) EXTERIOR GRADE DRY WALL THICK, 3 COAT GEMS PLASTER VINYL CORNER BEAD Cp67S�LF]I►��3�� CANTILEVER DR EDGE LECEN7 DRAINAGE PLANE (WR5 LA1'F-R #1, STUCCO WRAP) WRB LAYER **2 (r—ORT1F1Br=R — — — — — SUILDING PAPER) METAL tLATd4 x x x x WOOD 5I 4EAT4NC OR 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADa 4ESIVE FL,454NG WATER PROOFING I WEATHER RESISTIVE LAYER (2 LAYER L a { BARRIER rl STICK) WRAPPED F - ',.I � WEATHER RESISTIVE BALCONY DECK TO BARRIER 02 CANTILEVER APART + 6" PEEL a STICK m 'i DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR �' r= DGr ®® 3' X 3" 26 CAA. GSALV. METAL DRIP EDGE -- -- --- - . SEt IN FULL FED OF I Xz'XI 3/a' P.T.OR I At D SEALANT, X' MIN. WOOD (TREX) FI E SPACE FROM DRIP CONTINUOUS FACE TO TREX Y4" GAP FO INYL CASING 5EA0 ROD a SEAL W TER PROOFING: Tat FINISH LAYER 2 AYER LA R (2 LAYER PEEL a PEEL a STICK) STIC WRAPPED FROM 3/4 RESILIEN BALL Y DECK t0 HAT CHANN GANTIL R VINYLGASIN A THICK, COAT CEMENT PLASTER '`` METAL LATH -WOOD SHEAt CS 5/8' TYPE " DRYWALL WEATHER RESTS VE W/TEXTURE a PAINTED BARRIER 01 FINISH WEATHER RESISTI J" THIC 3 COAT CEMENT BARRIER 02 PLAS R 4" POSITIVE DRAIN VINY CO EAD WEEP SCREED V YL CASING 5EAP NO GAP.IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x PRX1 IING MEMBER $" THICK, 3 COAT E NT PLASTER 2 1 /2 FE3 5H4EATH ING . , STUCCO WRAP OOD SHEATHING MET LATH WR5 LAYS PORT11=15ER 5UILDING PAP ORNER BEAD 0) FR E 2 1/2 II 1 A ipCORNER ]BEAD CORNER 5EAD (PA5TENER & 5PAGIN6 cMu V THICK, 3 COAT CET" IENT PLA5TER APPLIED DIRECTLY TO MASONRY OP BLOCK Y4" GAP FOR BACKER ROD a SEALANT — VINYL CASING BEAD WATER PROOFING let - LAYER (2 LAYER PEE a STICK) WOOD SHEATHINGS ORS LAYER 01, — STUCCO WRAP WR5 LAYER *2, ORTI BUILDINGS PAPER — METAL LATH 8' THICK, 3 COAT CEI' PLASTER (o "SELF-ADI-4ERING FLASHINCx DRIP GAP WINDOW FLANGE 15 B)c UMN SHEATHINGS THEIR RESISTIVE ZRIER "I PEEL a WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN -COLUMN SHEATHINGS S.A.F. -1 Xz"xV 'L" FLASHING FULLY EMBEDDED IN ROOF CEMENT I )j" X 3" 2ro GSA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, J' MIN. SPACE FROM DRIP 'FACE TO TREX VINYL CASINGS BEAD WATER PROOFING Tat LAYER (2 LAYER PEEL a STICK) WRAPPED FROM \Mr�rAL NY DECK TO R 3COAT CEMENT AT' TION OF VINTL CASINGS 51=AI7 —' -- - •—----__. -.=S ONLY BALCONY DRIP 11C EDGE INSTALLATION @ COLUMN (W/" L" FLASHING) SCALE: NTS NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHIEATHING WR5 LAYER *'I STUCCO WRA WR5 LAY *2, FORTIFI5EIR BUILDIN PAPER META LATH 8" T ICK, 3 COAT CEMENT ASTER CLARITN WR51AIYER *1, STUCC�I WRAP I WR5 LA E 02, TIFI5ER 5UILDIN METAL LA 1 ' THIG COAT CEMENT PLASt 6"S LF-ADHERING F SHING i I �% ' a i DRIP CAP WINDOW FLANGE 1NG- BEAD (9) WINDOW ]FRAME, NO BAND) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U3 R2 v IN 0 A 4 2 BUDDIY. Sc LOT: CREEKSIDE LOT 35 PROJECT# 04321.000 035R1 MODEL: 4EBB "1828—CALI" GARAGE BV7NG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATM 05/24/18 SCALE: 1/r=1'-0" SHEET WA3 LUCONSHEATHINCs ----\ WRB LA "I, STUCCO W WRB LAYER 02, F TIF15 R BUILDING PAPER METAL LATH i" THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING VINYL ANGLED / CASING BEAD DRIP GAP WINDOW FLANGE NOTE: IF ZIP SHEATHING 5Y5TEI'? 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD 5HEATHI r WRB LAYER i STUCCO WF P WRB L ER #2, FORTIF-1BER BUIL G PAPER AL LATH THICK, 3 COAT CEMENT VIE F PLASTER T ) 1 �` W LAY S G RA VI Y ANG E C ING 5p=AD RB LAYER "Z, FORTI ER ' BUILDINCs PA°PER METAL LATH Aif " THICK, 3 COAT CEMENT .11 ; PLASTER : � 6 "SELF - ADHERING e ,.: #J FLASHING i DRIP CAP WINDOW FLANGE / CASING BEAD C WINDOW 5 ( FRAME, W/BAND) SHEATHING METAL LAT WRB LAYER #I, STUCCO WRAP WRB LAYER #2, FORTIF-15E BUILDING PAPER i" THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CA51NG BEAD VINYL CA51NG BEAD NOTE - IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Ya" SAP TYP J" THICK, 3 COAT C NT /GASI\Cz 5EAD PLASTER / 1X TRIM MBER TO TRIM METAL LATH Is STUCCO SIDING TRAN ION L ER 02, PORTIF15ER I ING PAPER SIDIN OOD SHEATHING j / ii'Nnutt wN uw"N�WN Awn , niaNwwnKn WRB LAYER "I, �� — WR8 LAYER "I, STUCCO WRAP O STUCCO WRAP CASING BEAD (o " 5 E L DHER,EING FLASHING PEEL E STICK SIDING TO S TUC O CASING- BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING —� WEATHER RESISTIVE BARRIER '1 TIER RESISTIVE SA IER "2 �� "LAP SIDING 6' SELF-ADI ING FLASHING / STARTER STRIP DO NOT CAULK OR SEAL OPENING \\ GALV'D METAL Z' FLASHING NOTE: 6" SELF -A FLASHING DHERING Q \ WEATHER RESISTIVE BARRIER M \ -? WEATHER RESISTIVE BARRIER "2 1 �j4 6" SELF-ADIERING / FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING X 6' SIMULATED )D TRIM MEMBER R ,L GAP W/CAULKING APPROVED SEALANT SEALANT WINDOW 2X FRAMING MEMBER ------------------------ 1 SEALANT r I I I METAL LATH: LATH TO BE PER SECTION j R703.7.1 / A5Ti" I C-84-I-09, MIN. 2.5 L55. 1 UJOOD 6d4EAT G PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ' x #I WN NSTRICTION B 6' SELF- IERING~ III '`/� GO UJ�f=!F WTHING WSTIVE I i FLASHI i B" PER RESISTIVE // \ ARRIER 01 TO LAP 000 e�sistl /� \` Or 7' N.FLASHIINGrOP / X ; //�� p p lJFj LA R #2, r-OFTIfIBER WAAPBIDING ,5 i '". I * 5UILDING; P>�P �) / ' o WEATHER RESISTIVE 01 FDIERING NG,, z WEATHER gIBTfVE 7 " t t MIE l AL I= 1 � SSTRIP /GALVV / BARRIER 02 METAL DAULK OR 1 r Z" FLASHING/�/^ THICK, 3 COAT CE1"IE T SNING \ / DO NOT CAULK OR SEAL OPENING (EXPLODED 8 /' VIEW FOR C, ASTER GALV'D METAL 'Z' FLASHING WEATHER RESISTIVE BARRIER "I TO LAP CLARITY) I Y' X W SIMULATED WOOD TRIM MEMBER AE 6 MZ" FLLA5 ING OP CASING BEAD Cc-b RAISED 1 7 A BAND (FRI.AME) SCALE: 1 1/2"=1'-0" E Z BEAD VINYL CASING IYd X 6' SIMULATED (W/%' FLEXIBLE PVG / WOOD TRIM MEMBER BACKER ROD) \ j SELF-ADIERING 6' SELF-ADIERING I 1 i j SANG FLASHING \ yam' TACK 3 COAT \, SEAL I'mW/CAULKING CEMENT PLASTER OR A VED SEALANT WEATHER RESISTIVE WEATHER SISTIVE BARRIER M BARRIER 01 WEATHER RESIST vIN CASING BARRIER 02 (W/3/6' FLEXIBLE C BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE 02 C FRAME TO FRAME BARRIER n TRANSITION WINDOW FRAME INDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP -LI../l-1I 8" THICK, 3 COAT CEl TENT PLASTER METAL LATH °10 ki --------------------------------------------------- / E-Z BEAD VINYL CA; (WA/8" FLEXIBLE PVC WRB LAY "2, FORTINBER 5UILDINOF PAPER R ROD) WRB LAYER 'I, UGCC WRAP, \ WRAPPED AR ND FRAMING MEMBER /EE A HE51VE FLASHING EATHING ]L,OW EXP L_,ODEDZ) CLARITY ------------ ------------- gTHICK, 3 COAT CEMENT PLASTER METAL LATH / WRB LAYER "2, FORTIFIBER UILI PAPER I W D SHEATHING imrmnrrtAm�.r kNrtgertnnrrrt r�r y .....xr. •• --• WRB LAYER 01" STUCCO WRAP 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w U w 0. �i U w a A 2 ti i StTHDt'V. de LOT: i (o" WIDE PEEL E \C1A5ING OVER FLANGECREEKSIDE LOT 35 — E-Z BEAD VINYLCW/3/8" FLEXIBLE D)! 0432100APPLY FULL BED OF SEJMODEL: FLANGE 8 BUILDING WRA4EBB "1828-CALI" GARAGE 8VMG: RIGHT PAGE: CASING WALL LEGEND DRAINAGE PLANE (WRB LAYER 111, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER BUILDING PAPER) METAL LATH x—x—x—x STUCCO ' WOOD 5HEATHING F11111111111722 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING — ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 57 DRXNT A05/24/18 SCALE: 1/4"=1• 811EET 1�1�' " II CUT AT, MOpIFIEp 11, CUT IN HOUSEWRAP LINE OF t OPENING APPROVED HOUSEWRAP OVER SHEATHING OYER U,O STUD WALL STEP I INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 TEMPORARILY — FOLD -UP i SECURE HOUSEWRAP(OR TUCK FLAP UNDER) at HEAD FOLD I-IOUSt IN AT JAMBS SLOPE SILL MO. TO EXTERIOR INSTALL 6' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE \*5, * EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMS FLASHING INSTALL VINYL CAP STEP 2 ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE$.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE WINDOW t 1PPLY 46' NOM.— :ONTINUOUS BEAD 7F SEALANT AT Al" IB6 AND HEAD of IPPLY TO BACK OF IINDOW NAILING LANCE IN LINE W/ 'RE -PUNCHED IDLES OR SLOTS. INSTALL 6' WIDE ADHESIVE - BAGKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (F'ROTECTO-WRAP 5T-20XL or EQUIV) STEP 4 INSTALL WINDC PLUMB, LEVEL AND SQUARE I MANUFACTURE WRITTEN APPLY MEMBRANE FLASHING OVER JOINT STEP 5 T IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS �WNG: SEALANTS MAY REACT ADVERSELY IF NOT N AND SEAL JAMB TO SILL JOINTS WITH 1199 FOLLOWING; COMPLETION OF RIOR ReTROFIT WORK Note: I OTr=-MEN7 D AT ER WINDOWS 5EL STEP `� STEP 8 T E P 9 vIDENCe OF WATER INTRUSION WINDOWS BELOW the STEP J� iJ W OW OPENINCs WINDOW FLASHING INSTALLATION DETAILS 2 (FULL WRAP) 5GALE: NT5 NOTE: IF L�= SHEATHING 5 ST 1``01 15 INSTALLED/ f=LEAeE SEE1NUU INSTALLATION F0CIDL�5 INTERIOR OF WINDOW WITH II 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W W 0 F 4 U EQ W Q F A ti LOW stn3DM So LO'i': CREEKSIDE LOT 35 IFMOaNCT# 04321.000 035R1 MODETA 4EBB "1828- CALI" GAMAZZ 8WMG: RIGHT PAGIC: WALL ASSEMBLY DETAILS: WINDOW FLASHING XP. C 160 MPH E ARCHITECT: STATE OF FLORIDA 31 rasaaN a DATIC: 05/24/18 SCAUM llr=f-Om 2x�o SU5-5AND W/1 "x4" NOTCI-I is END, WRAPPED IN i=FFI 4 STICK DRIP EDGE -1/5' TEXTURED 1=1N16N 6 WOOD 1/2' TEXTURED FINISH a CMU I\ I\ I\ I` I \ f ` f ` METAL 1=A5C I A WRAP Ys" FROM ` STUCCO, 1" FROM �\ WOOD WALL \ EXTERIOR WALL \ \ (FRAME OR CP" IU) \ \ NOTE: NOTGI-I FOR 2X6 \ SUB 5,4ND ONLY i \ i METAL FASCIA WRAP 2X6 SUB BAND �\ I ---- - --- - ( )ELEVATION 1/8" TEXTURED FINISH 0 WOOD, 1/2' TEXTURED FINISH a CMU AL LATH SHEATHING IURB LAYER "I, STUCCO WRAP (FRAME ONLY) WRB LAYER 02, FORTIP15ER a BUILDING PAPER (FRAME ONLY) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) 11/8" TEXTURED FINISH I WOOD, 1/2" TEXTURED �i FINISH 1D C1 IU ��2x6 SUB -BAND W/1"x4" NOTCH u r END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUD 5AND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE= IF ZIP SNEATI 41NG PLEASE SEE t IA1 PROCEDURES PRE-ENG'D TRUSS TO 5E CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H 2 "x4"x4' -m" 5CA55ED TO TRU55 W/126 NAILS 6""8" O.G. MAX. 2x SU5-5AND W/lY1lx4" NOTCH .8 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR C1MU) SUB BAND DETAIL Ca) WALL SUB BAND DETAIL @ WALL W/KICK—OUT FRAME OR Ct IU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" A50VE BOTTOM of DRIP EDGE 2x SUB -BAND W/V2lx4" NOTCH -s END, WRAPPED IN PEEL 4 STICK ROOF CEMENT e) ROOF EDGE OMITTED FOR CLARITY FRAME OR CIMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" A50VE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I�"x4" NOTCH -a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,a bdesigngrou p.com AA #: 0003325 w W w 0 F U a h q CF susnrv: ac LOT: CREEKSIDE LOT 35 PROJECT# 04321.000 035Rl MODEU 4EBB "1828—CALI" GARAGE BV NG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 3 DATM 05/24/18 SCALE: i/r=1'-0" SKEET