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Home My WebLink AboutCONSTRUCTION PLAN,..i.AFE LOAD TABLE FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 8F8-OB 8F12-0B 8F16-0B 8F20-OP 8F24-OB 8F28-OC 8F32_C)B . LENGTH y """��. - = 8"U15, 8F8-1 B 81`12-1 B 8F16-1 B 81`20-1 B 8F24-1 P 8F28-1 B 8F32-1 B 3166 4473 6039 7526 9004 10472 11936 2'-10" (34") PRECAST 3166 4473 �6039 7526 9004 10472 11936 " 42") PRECAST 2302 3138 3166 3377 4689 6001 7315 8630 9947 4473 6039 7526 9004 10472 11936 L-: (48") P k r- CAST ?!�2q 2325 - 2646 2496 3467 4438 5410 6384 7358 4473 6039 - 7526 9004 10472 11936 IN ,,, PRECAST ;r1 1787i - I 21T0 1913 2657 3403 4149 4896 3e44 4027 6039 7526 9004 10472'9668 I 1223 1301 18� 0 2317 2826 4Y 3846 5'-4" (64") PRECAST 'i 184 - 1665 2889 5057 6096 5400 7450 5'-10" (70") PRECAST 972 1000 --tl' 1 1459 1059 2464 1474 4144 1889 5451' 2304 4437 5280 3137 j 6122 6'-6" (78") PRECAST 937 1255 � '- 1255 2101 3263 2746 3358 3971 4585 2101 3396 5260 7134 8995 6890 102r 1675 2385 1994 2439 28ou 3333 7'-6" (90") PRECAST 75? _ -y 1029 1675 2610 3839 5596 6613 5047 9"-4" (112") PRECAST 57'3 632 -$ 768 1049 1212 1469 1818 1210 1 2544 I 1482 3469 1754 4030 z 2027 3127 10'-6" 126" ( ) PRECAST _�_ �� 4':>- 6c,s 802 1125 915 1122 1328 1535 r 1025 1514 2081 2774 3130 1-04 11'4' (136") PRECAST r 598 n 935 1365 1854 23r, 1793 2075 935 :365 1854 2441 3155 4044 I 598 _0" (144") PRECAST �+', 545 - 555 864 t254 1689 2074 1570 1818 864 1254 1693 2211 2832 3590 n, - 427 726 1028 133-, 1635 1224 1418 13'4' (160") PRECAST 362 485 748 1076 1438 1855 2343 2920 381 648 919 1190 1462 1087 1260 14'-0"" {16$") PRECAST 338 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N.R. IJP NR NR NR NR NR NR 765 1370 a 2045 2610 3185 3765 154�" 184 ( "") PRESTRESSED N R. �- 420 NR NR NR NR NR NR 695 1250 1855 2370 2890 3410 17'-4"" (208") PRE -,TRESSED N JR 310 NR NR NR NR NR NR 530 950 1400 1800 2200 2600 19'4" (232") PRE`TRESSED N R NR 240 NR NR NR NR NR NR 400 750 1090 1� �° 1720 2030 21'-4" (256") PRESTRESSED N.R N.R. NR .. 183 NR 330 1R 610 NR 940 NR 1340 NR 1780 NR 2110 22'-0" (264") PRESTRESSED N R NR 160 NR NR NR RJR NR NR 300 570 870 12;Ci 1660 1970 I 24'-0" (288") PRESTRESSED N.R. NR 130 NR NR NR NR NR 24C 470 720 1030 1350 1 1610 MATERIALS 1. fc precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. fc grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 8" PRECAST & PRESTRESSED U-LINTELS F T LATERAL - N Lf�l"Ti i TYPE 8F8-1T F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T ;I_j8 8F8 8F32-2T 8F8-2T F12-2T 8F16-2T 81720-2T 8F24-2T 8F28-2T 2727 2878 4101 5332 6569 7811 9055 2-10" (34") PRECAST 8857 2727 2784 3981 5190 6407 7630 2165 2289 3260 4237 5219 6204 7192 3'-6" (42") PRECAST 4'-0" (4$") PRECAST 4'_e. w",) PRECAST t ; 7036 6245 6110a `r 5525 5406 2165 1878 2215 1989 3165 2� _. _ 4125 3680 5091 4532 6061 5387 1878 1660 1925 1762 2750 2507 3583 3257 4422 4010 5264 4767 1660 1705 2435 3171 3913 4658 6 PRECAST 5'-10" (70") PRECAST 1393* 1393 1272* 1484 1437 1357 2110 2050 1930 2741 2670 2505 3375 3293 3084 4010 3920 l ^^+ 4648 105 C305 4549 4 i � � � � 4157 _4 1272 1315 1875 2441 3010 3583 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 31,32 1141 1182 1684 2192 2703 3216 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 65'°' 3245 990 1029 1466 1907 2351 2797 9-4- (112") PRECAST 8Q1* 612 980 1269 m 1560 1852W144 454 630 801 755 1192 1550 1910 2271 10'-6" (126") PRECAST 11'4" (136") PRECAST 12'-0" (144") PRECAST 716* 498 793 1027 1261 1496 96 493 2358 1515 2198 1372 2086 716 666* 611 439 1389 899 1711 1104 2034 1309 666 607* 535 400 905� 631 1295 816 1595 .. 1896 r 1186 631 486 818 1209 1514 1799 13'4" (160") PRECAST 500* 340 532 686 841 997 1153 30 3�; 1897 573 409 "? 1004 1367 1637 14'-0" {16$") PRECAST �gW-- 458* 316 493 635 778 922 1065 286 360 1816 548 378 629 922 1254 1567 243 295 ^- 591 1,24 857 990 (176') PRESTRESSED` I I b"4' (184") PRESTRESSED 1742 x 25 ! � , 327 1676 243 228 228 352 582 278 430 329 542 852 553 791 1156 677 1072 1491 801 1381 188 236 361 464 567 670 774 17'4" (208") PRF:')TRESSED N.R. 1389 255 188 276 449 649 874 1121 19'4" (232") PRESTRESSED 165 165 207 239 313 383 rt. °P j ° 1a0 b5o -36 578 940 667 N. R 1160 204 21'4" (256") PRESTRESSED 145 186 278 356 3 512 590 N. R. 993 17 2 t 142 212 336 477 635 ^7 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 F,98 N.R. 947 161 137 1 205 322 457 607 771 24-0" (288") PRESTRESSED 127 124 165 186 244 290 312 408 380 538 447 680 - 515 ' N,! P 833 135 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD RFn7-, GENERAL NC7L 8"' PRECAST W/ 2" RECESS DOCK U-LINTELS A 8RF6-OB 8RF10-06 8RF14-013 8RF187OB 8RF22-OB 8RF26-OB LENGTH 8RF6-16 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-113 8RF26-1F 4 -°'° (52") PRECAST 1591 'M53 2982 3954 ; 4929 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 44. 5375 6264 1702 3412 4982 6472 L 794r 9416 10878 832 1602 1550 2058 2566 3075 3585 5;: {68"} PRECAST 785 1153 2162 4074 6472 6516 5814 6839 779 1500 1449 1924 2400 2876 3352 0" (70") PRECAST 735 1103 2051 3811 6472 6516 17,450 6411 6'4" (80") PRECAST 822 907 1677 ` 2933 2576 3223 3872 45'?`? a - 907 1677 2933 4100 6730 8177 6707 t ' 1377 22 195E, 2451 2944 1 3439 7'-6" (90") PRECAST 764 1377 3609 5492 6624 5132 9 -8„ (116) PRECAST I J 834 1071 1342'f <� - 1886 J 928 1497179 1 2618 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT i..ATERAL LENGTH 8RF6-iT TYPE _r 8RF10-1T 8RF14-IT 8RF18-1T 8RF22-iT 8RF26-IT 8RF30-IT 8Ru6 8RF 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T �NF30-2'T (52") PRECAST ,.M. 244 1244 1573 2413 3260 4112 4967 5825 932 932 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1192 1507 2311 3121 3937 4756 5577 853 853 1455 2240 3036 3837 4643 54 {6$") P 924* ECAST 924 1172 1795 2423 3055 3689 43 - 01 501 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896* 896 1138 1742 2352 2965 3581 4198 1099 1690 2288 2891 3497 4106 6'-$" (80") PRECAST 778 778 882 1513 2042 73 3107 364�_ 956 1468 1987 2509 3035 356 7'-6" (90") PRECAST 688 688 697 1325 1810 2280 i53 3227 710 :f41 849 1302 1762 _5 2690 9'-8" (116") P 533* 433 ECAST 533 527 *REDUCE VALUE 808 1123 1413 1704- - 2088 t REBAR 1009 BY 15% 1369 1728 FOR GRADE 40 FIELD TYPE DESIGNATION F = FILLED WITH GROUT / U = UN ILLED QUANTITY OF #5 REB RAT BOTTOM OF LINTEL CAVITY 1 BI T NOMINAL WIDTH L QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TO SAFE LOAD ` A' j E NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 G d a. o a 4Q G a d a a 0 7-5/8"ACTUAL #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 11 PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) 1- All values based on minimum4"' bearing. Exception: Safe loads for unfilled lintels must be reduced by 2 % if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superim used allowable load on the section specified. 4. Safe loads based on grade 0 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced mason above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights of shown, use safe load from next lower height. 9. All safe loads in units of you ds per linear foot. C H I T E C T 441 N. RONALD ""EAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT #22 ARCHITECT- �5-", A,T0-1-- PL ORI A ROLAND A. ABc Vr_'(,i AR NG 723 TIt 0 File C OPI A R' C H I 'T F, C T 39' -S° FIR s__'T FLOOR PLAN NOTE: -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. - FRONT DOOR 465EM5LY TO SE THERMA-TRU FI5ERGLAS5 DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ 5ELF-CLO51NG DEVICE PER SECTION R302.5.1 OF THE FBCR (oTH EDITION (201-1) COMPONENT AND CLADDING WIND LOADS 3aC WIND EXPOSURE FOR 3 SECOND GUSTS r Pw SOUARF ZONE 160 MPH WIND (Volk} REMARKS 410 7)?�, FOOTAGE - - MIN. WINDOW , 5 34r_45 CRITERIA EXTERIOR SWING 32/-42 DR. MIN. CRITERIA S.G.D. MIN. CRITERIA 50-T o O.H.D. �� 71 30/-38 I(0010 O.H.D. 2S/-35 SOFFIT - io8.23/ IF ROOF TILE L N/A -55.29 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = 0.18 BLD . CAT.=II, EXP.=C, MEAN ROOF HT. = 15' 9" PRESSURES HAVE BEEN MODIFIED PER F CR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINA WIND LOAD VALUES FROM THE PRODUCT MANUF CTURFR. PRE - ENG T 55 DDU6LE TOP PLATE 2x CONTINOUS 5TRE55 BLOCKING MID WALL SP4432' O.G. MAX 15T FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-3& s 32' O.G. MAX 2x STUDS a 16' OL_ MAX, U.D.N. J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FA5TNER SCHEDULE PRE-ENG FLOOR TRUSS EXTERIOR MASONRT t`, tk w� b CALC S WALL BRG. HEIGHTS �- 15T FLR LIVING 1104 50, 2ND FLR- LIVING 1501 S BRG. TOTAL LIVING 2605 5 ��--- 1A GARAGE 431 S S'-S" BRG- LANAI 80 S PORCH III S LOAD BRG. WALL - TOTAL U.N.O. ON PLANS A/C ;"1F _ .... �r DOUBLE TOP PLATE 2x STUDS s 16' P.G. MAX, --" U.ON. 2x CONTINOUS 5TRE55 --- SECURE BT. PLATE TO STUD WI BLOCKING MIT? WALL SIMPSON SIMPSON SP4 *32' O.C. MAX SECURE BT. PLATE TO SLAB W/ ;'x'3' ANCHOR BOLT WJ 2' WASHER l' EMBED. MIN. 0 32' Hr=15HT OF GARAGE OG. MAX, EPDXY NOT VARIES WITH SLOPE R.ECUIREA FOR EXPANSION 0 BOLTS w SIMPSON SP4 Q32, O.G. MAX J a �,c 4' CONC. REINFORCED U/ 6'X6' WL4XWIA r UUF OR F113ERME8H ON 6-MIL. VAPOR RETARDER ON DELL -COMPACTED CLEAN i FILL. TERMITE TREATMENT TO ESE rt O 4. I, ©' ¢, BORA-CARE APPLIED AT FRAMING. (2)15 REBAR ON CHAIRS 1' 5, rA' 2 STO Y INT. WALL AT GARAGE 1' 4° DSL. TOP PLATE cal gABA�IRI.DETAllLEI/2"=1'-0° GROUND WIND DESIGN SEISMIC 5UBJECT TO DAPIAGF FROM WINTER ICE BARRIER FLOOD AIR MEAN SNOW SPEEDd TOPOGRAPHIC DESIGN WEATHERING® FR05 LINE TERMITEG DESIGN UNDERTLAYMENT HAZARDS FREEZING ANUAL LOAD :'MPH) EFFECTS" GATAGORYf DEPTHb TEMP` REQUIRED`' INDEX' TEMP' NA I(oO C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEx FOR WALL AND CEILING FINISHES SHALL SE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH F5C, R302.S.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION HALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 I In Group 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.abdesigngroup.com AA #: 0003325 d q w - d wsffi"Ti�Bw�v�7 CREEKSIDE LOT #22 c T# 04321. 000 GA'RAGE LEFT , FIRST FLOOR PLAN 160 MP9 Up C ARCH E :. STATE OF FLORIDA 'FiC'1_ANU A. A R NO PRINTDATE.09/29/17 3q' —;:�" ShUOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ ,41R H,4NDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE Ea , EQ. OCVANITY AHUSECURE TREADS TO STRINGER W/(3)"S 3' SCREWS Q EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF 5U5-FLOOR SHEATHING PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) 42, H. 1/2 WALL W/ CAP (Lao 2 n f� z (2) LAYERS OF OR (2) LAYE� FLOOR MATE 3/4' KICK 1" MAX. PLATE N051NG 10" r H,4NDR,411- Q 36" WI 2X4 RE-INFOR THE CLEAR 5E',4GE BETWEEN THE NANDR.AIL .AND THE WALL 5HALL SE NO LE55 THAN 1 1/2" 45 1- ER F= CR R311_15-2 NOTE: 1, HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS 5ECTION DIAMETER OF 1 "± 2" OR A NONCIR'CUL.4R CRO55 SECTION WITH A:I FEIRIMETER DIMENSION OF AT LEAST 4" SUT NOT MORE THAN A LARGEST CROSS SECTION Dli" IEN5ION NOT EXCEEDING 2 1/4". E'i SHALL NAVE A MINIMUM RADIU5 OF 1/8 2. TH15 RAILING 5�'5TEtl 15 DE51GNED TO RE515T A LOAD OF 5,0 FOR A CONCENTRATED LOAD OF 200 POUNDS AF'PL IED IN ANY DIRECTION AT THE TOR OF SUCH 84RRIEi25 AT ANY LOCATION c SAFEGUARD, WHICHEVER CONDITION E'RODUCE5 THE MAXIMUM 5TRE55E5- PER SECTION 16015.1 / F.S.C. 2011 �' PLYWOOD OF 3/4" SUB ,L RIPS FOR LID NAILING 3-2x12 SYP TRINrzER / REINFORCED /2X4 SFF W/CONT. 5EAlD OF 5UB-FLOOR DHE5IVE PL-400 OR E IMILAR a EA HORIZO TAl_ RUN -- —2X4 ATTACHED W/ 10d MASONRY NAILS ID 2X4 P.T. SLEEPER INTO SLAG WITHIN 8" OF EACH END, 32' O.C. MAX, — 2 X 4 RE - INORC ING EA. 2 X 12 STRINGER SECURE W/126 "-8' O_C. HANDRAIL DETAIL SCALE: 3/4 =1 -0 2' H. HALF WALL W/ CAP 3/4' TtG SUB FLOOR GLUFD It SCREWED PER FA57ENER SCHEDULE PRE - ENG'D FLOORING 5Y5TEM (SEE FLOOR FRAMING SHEET) STAIR D,4T,4: 1(oR is 1.54" 15 TREADS e 10"+ 1' N051NC� S TO Ro 11 NOTE: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARDS. F5GR R302.7 TAlR DETAIL, A5r-4LE: AND �Ee 10'-0 3/14" 2NC� ' 'N. FLR. 8'-8" NOTE STAIRS R15ERS TO CONFORM T BCR &TH Er)[ ION (2017 MIN. TREAD =10' MAX. RISE = 3/4' 3/1& ; MAX. VARIATION IN RISE /TREADS ADJACENT TO EACH OTH 3/5' MAX. VARIATION IN ANY RISER/TREAD ANDRAIL CIRCULAR OR066 SECTION DIA, BE 1 3/4' +-1/4' OR PROVIDE UI VALENT GRA5PA15ILITY WINDERS- T'I t.. WIDE fi NARROW END MIN. 11, WID1 12' FR01w' NARROW END 34' MIN. H4, SAIL HGT R C H IT FC T I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.abdesigngroup.com AA #: 0003325 ` K CREEKSIDE LOT #22 AG : SECOND FLOOR PLAN 60 MPH EXP, C ARC 1g CT: STATE C 'f-`L0RI1� File C01 I _.. _...._. +/-2l'-1 1/4' BRG. HGT. MODEL 2645-HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ. FT. FYPON 1(o "X48" NETFREE VENTILATION AREA RI 1/ 300 DECORATIVE 5HE,4THING TO LAP SHUTTER OR REQUIRED VENTILATION AREA = 1541 /300 FRAME TO GABLE EQUIVALENT GONNEGTION 12" MIN = 5.14 SQ. FT. 5.14 MIN. REQUIRED VENTILATION = 739.68 SQ. IN. = .5X 739.68 G" RAISED BAND IN UPPER PORTION OF ATTIC = 369.84 SQ. IN. (BALANCE TO BE PROVIDED I11\1 SOFFIT VENTS) 18'-0 3/4" 2N7? 7LR, , OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL #OF VENTS REQUIRED = 3.22 1 -0 FYPON lb"X62"— `-- TOTAL#OF VENTS PROVIDED = 4 DECORATIVE SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free SHUTTER OR gA 5C 12 EQUIVALENT WA4 WA4 WA5 area) LINEAR FEET OF SOFFIT REQUIRI 52.83 4' RA15ED -- BAND 10'-0 3/4" 2ND FIN. FLR., 5'-0" BRG. NCsT. (0' RA15ED BAND II S OPT. COACH L IGHT B I 0'-0" FIN. FLR. l8'-O 3/4" -'ND FOR. BRG. HGT. 1' 1'-0 10'-0 3/4' 2ND FIN. FLR. a' -a" BRG. HGT. O'-O" FIN. FLR IV I- 21-011 MIN, FRONT ELEVATION TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING 45 PER FBC R703.4 12 WA 15 U WA 1WA 6 �( of U I;7hr---'AR ELEVATION TEXTURED FIN[5H c� (14A WA3 TYP. SHINGLE ROOF FYPON Igo"X4a' DECORATIVE SHUTTER OR EQUIVALENT IS'-O 3/4" 2ND FLR BRG. HGT. FYPON BKT11X17 OR EQU I V,4LENT 1 10'-0 3/4" 2ND FIN, FLR. LY �,8'-8" 5RG. HGT. 14 wA TYP 4' RAAISED BAND (TYP.) 8' R1415ED BAND (TYP.) kO'-0" FIN. FLR. (o" RAISED BAND (TYP.) OL IS'-0 3/4' 2ND FLR, B RG. HGT. 4A WA3 TYP. OL Im'-0 3/4" 2ND FIN. FLR. 0'-8" BRG. l-G7. 14 WA ITYP. 0'-0" FIN. FLR. usi , Group',,,., 1441 N. RONALD H",,AOAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-40 78 www.abdesigngroup.com AA #: 0003325 !SUB-DIV C REEKSIDE LOT #22 ARCHITECT: STATE OF FLORIDA PRINT 09/29/1~ SCAX-M- 1/4s"_1a_Q:, 41D FR4ME DOWN FOR 1=`► FON 5KT11XII OR EQUIVALENT 18'-0 3/4" 2ND FLR. BRGs, HGT. 1'-0" 4 10'-0 3/4' 2ND PIN_ FLR. WA 4F- 5'-5" 5RG. 0'-0" PIN. FLR. 15'-0 3/4" 2ND FLR. 5RG. HGT. 12 10'-0 3/4" 2ND FIN. FLR. 5'-5" BRG. HGT.,� 11E WA3 3 a1 TYP. 14 RYA 0'-0" FIN. FLR. 1� OFF RIDGE VENT 15'-0 3/4' 2ND FLR. u u 4A WA3 TYP. 1 1 10'-0 3/4" 2ND FIN. FLR. 5'-5' BRG. HGT, 2> 4WA 14A 14B TYP' c4 WA WA3 � T" — — — — — — — — 0'-0" FIN. FLR. -RIGHT ELEVATION NOTE: WALL FENESTRATION TEXTURED FIN15H FL45HING 45 PER FBG R703.4 OFF RIDGE PENT 12 15' —0 3/4" 2ND FLR. �._._ .y...,.— �... — .. ..._....�.,.. _ _—... U U LYFFT ELEVATION a. '�Z=D FINIS- 13'-r.,' 12 4 10'-0 3/4' NP FIN. FLR. 0'I—O" FIN. FLR. R C H I T E C TS Desig-.,'n k.; N. RONALD REAGAN B .ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 ww. a bd es ig n g ro u p. c o rr AA #: 0003325 " CREEKSII)f LOT #22 PAGE: LEFT & RIGHT LE VATIO .MPH EXP. C FLORIDAARCHITECT aT'ATE OF PRINT DATE: 99 j','?9/1'7 file COPY DENOTE RAT RUN 6 10' 0/C MAX. _ = PW1`E ?Xb 6TR MDACK g 10' 0/C MAX BRACING LEGEND EXTERIOR G,45LE TO BE ® BRACED W/2X4 BLOCKING e 4'-C" O.G. BETWEEN TOP CHORD 4 2X4 SYP *2 X-BRACING. REFER TO DETAIL 10/r->5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SF'F BEvEL CUT TO TRUSS TOP CHORD W/10d x 3" NAILS 6 b" O.C. STAGGERED NOTE: REFER TO TRU55 MFR'5 SIGNED 4 SEALED DRAWINGS FOR WE5 BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. FIRE DRAFT STOP al ltt5 3/4" ' FLOC PRE - ENG. FLR, TRUE, ELEV. VIEW 2X4 NAILER FOR DRAFT STOP 1 PRE-ENG. FLR. JOISTS 1 3/4' PLYWOOD DRAFT STOP ----� 1 PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFT STOP PLAID VIEW DRAFT STOP ETAILS LL (2) 2X12 BM. TO G XG POST META-24 POST TO SLAB ABU&(o (TYP. 2) I� aiil►ii I i�"i11 "I"a II I i� i Eli N � I LL � I ----IM_ 777= ...._.... I ----- 2X5 LEDGER SECURED I W//YX(o"LAG BOLT W/ 2' D IA. WASHER 24' O.G. MAX. UC-410 _ FTI5 HUC-410 II II xl FT1L 3 C2� 2X12 B 2) META-l(ol N (2) META-16 FRAMING PLA RANEY „- �� IF N U 1' 3 T" E S .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 mmmo k , CREEKSIDE LOT #22 PRINT 09/29/17 File, cony TRUSS TO 4X(o POST W1 VGT 4 HD-15 POST TO BLK HTT-4 DIAGsON,4L6 FOR BOTTOM CHORD D1,4G0NAL5 FOR BOTTOM CHORD E3RACINGrt a MAX. 20'-0" D.C. BRACING Q MAX. 20'-0" O.C. TRUSS TO 4X(o POST TRUSS TO 4Xlo POST R 0 0 F Fl� RAMIN ul' P LAN RANEY fag/30/1rp ill m ill TRUSS TO (2) I�/4" X Z0/4' PBI LVL HDR U1/ (2) HTS-20, D5L. STUDS TO BLK t1J/ (2) MST,4-24 * EA. END A P (> ' I T E C I" OF -*. i Des�gn v 441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 c V H g x x 4 t k o C SUBDIV. e c CREEKSIDE LOT #22 PRINT 09/29/17 1/4"$ P, =1_0 8 14 Ell MT 7 r� 417ilea COPY C()NNECTOR SCHEDULE SIMPSON II CONTROL DATE:01-05-17 MiTel< USP SIMPSON MiTek USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 M ETA-16 1450 (8) 10d X 1 1/2" 1-PLY, (7)16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" (2) HTA 16-15 2430 (2) META-16 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" (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 16 1870 HETA-16 1810 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" 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" >- (2) HTA-20 2430 (2) HETA-20 pC 2500 (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" LUGT-2 2260 LGT-2 2150 U BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 2 1/4" TITEN, WOOD (16)16d (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 DHTA-20 2430 DETAL-20 2480 MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d 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), (16) 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 CONC (4) 3/8" X 5" Wed ge-Bolt+Anchors, WOOD (12) W525 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1510 PARALLEL TO WALL LTA2 1210 PARALLELTO WALL 1210 PERPENDICULAR TO (10) 10d x 11/2" (10) 10d x 1-1/2" 1470 PERPENDICULARTO WALL WALL MUGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) lod FACE/(12)10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. _' (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 1 1/2", (16) 10d (16) 10d 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 1 1/2", (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 MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d a MSTA-36++ 2065 MSTA-36++ 2050 (26) 10d (26) 10d KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" (36) 10d X 11/2" KTSI248 5140 MSTI-48 5065 (48) lod 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 M P34 525 IN F1 @ 160% A34 515 IN F1 @ (4) Sd x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) Sd x 11/2 " TO BEAM, (4) 8d x 11/2" TO POST. 160°l° H HCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10)10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H 10A 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"x2 1/2" 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 CONC., (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 CONC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD per[ LTS20B+++ 1100 LTT20B +++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD Q HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" Z HTT45 5005 HTT5 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" Q UPHD11+ 14395 H H DQ11-SDS 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" EMBED.) IN CONC., (24) SDS Y." x 2A" WOOD SCREWS 2.5+ PHD5A 6525 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (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 HD7B 6645 TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD MBHA (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH NFM35X12U 2580 7130 3.56/11.25 3475 5330 DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d ATJOIST EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM 2710 0% 710 (100'%) HUSC412 2660 (100%) HUS4121F 3060 (WOOD) 3635 (10) 16d TO HEADER, (10)16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD (1) 3265 (125%) t� HUC410 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO W HD4101F (CMU) 1950 5000 (CMU) 1800 4500 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: kD Z HUC210-2 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO = HD210-21F (CMU) 1950 5000 (CMU) 1800 4500 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: HUC210-3 (18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO HD210-31F (CMU) 1950 5000 (CMU) 1800 4500 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 LGUM26-2-SD 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS {2 PER FLANGE} TO CMU, (4)1/4 X2-1/2 SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = USP CIA -GEL 7000•C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN y" DEEP, THE VERTICAL CELL 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 THIS APPLICATION PRIOR TO INSTALLATION. +++ MIN IM UM EMBEDMENT I NTO THE TOP OF A BON DBEAM WI LL BE 5", MINI MU M EM BEDM ENT INTO THE FOUNDATION WILL BE 7" A.T.R. = A-307 ALL TH READ ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) v 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 •-, L'v ",NIZED PERASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINLLi, uF 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. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: * FOR OPEN WEB TRUSSES - TRUSS TO MASONRY /CONCRETE SHALL LE HTA16 (INCLUDING FLOOR TRUSSES). * FOR FLOOR JOISTS (I .'ISTS) -STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CF TER MAX. STRUCTURAL RIM BOARD W/, ' NDICULAR I -JOIST STF riP TO MASO �i h ., _ ._. uCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX. * TRUSSTO WOOD FRAMING SHALL BE MTW 12 (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 SEA[ :: , DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OE OOF/FLOORTR . 5. HEADER SPAN CHART & MINIMUM WALL & HE=''.C3F F\ STUD REQ. ARE STANDARD U.N.O ON FRAMING i-LAN 6. MIN. 2X4 HIP CU ; J.00KING SECURED W/ 10d GUN NAILS OR 3-12d HAND DRIVES EA. END. CUT PITCh ,. bL'b LL TO FIT TIGHT TJ TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING F '.00R TRUSSES TO TOP OF TRUSS bEAR:N",' 8. PROVIDE DRAFT STOPPING IN FLOOR 'L,.aUIRED FOR MAX 1000 SF. COMPAR! N,11i!T i [ n , :)17 FBC RESIDENTIAL-4' 9. REFER TO DETAIL 8 SHEET D4 FOR Ni Li"lt'3t LOAD BEARING WALL "SRAPS & DETAItc HEADER SPAN CHART SINGLE 5TOf2Y A PLIGATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4" DBL 2 x S 5'-4" TO -V-o' DSL 2 x 10 -l' -O" TO 10"-0" DSL 2 x 12 10' -O' AND OVER TLUO STORY APPLICATION DOWN STAIRS 51ZE CLEAR SPAN DSL 2 x 6 UP TO 5'-O' DSL 2 x S 5'-O" TO 6'-4" D8L 2 x 10 6'-4" TO S'-O" DeL 2 x 12 S'-O" AND OVEN'. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-O' TU gt-Oil U.N.O. 4'-11 1/2" i'-11 1/2° AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 2 x 12 (02 SYP) Lf V -1/161, 065 NAIL (3) 12d -S 6"1 D.C. TYP. 2x12 BM./HDR. mT E, C, T 1.441 N. RONALD REAGAN BLVI:'. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. : CREEKSIDE LOT #22 -,ONNECTOR SCHEDULE 160 MPH EXP, C MA Y RO AND A. ABOUCHACRA AR NO 93723 PRIINT 09/29/17 1/4 =1 -0 SMAEET Ali s� i SYi�BDL DEFINITION Nc S 125v OUTLET 20 AMP SINGLE POLE IIOV OUTLET _ � 110v OUTLET 112 OF OUTLET WIRED TO SWITCH 110v OUTLET Ec x r_D wKaR CaFI INTO R CT RE - AN-1TYPs._. (4) WIRE GROUND FAUL 1 220v OUTLET Wp ExT. WATERPROOF GFI OUTLET _T_1;1W, INTFRRUPTER -14 SWITCH 3-U1cZY OF"."n: 4 SWITCH A -AY OPER. W i o WALL1 r LIGHT CEILING LIGHT 1 /0, VP VAPOR PROOF,... 1 LIGHT RECE65ED CAN WALL 5C414'_-E PRE-WIREL> PENT. FAN CFM PER 50. FT. VENT. FAN W/LIGHT I CFM PER $O. FT VANITY LICs T FIXTURE (SPEC'S TBD 5Y a BUILDER) 41x2l FLUORESCENT 2-BULB WRAF AROUND ICaHT i FLUO RE-0CEN` 4' FLUOREbGEN, 1 TRACK ' ® PANEL METER 1� • ,D SMOKE DETECTOR / H.{ SD WALL MOUNTED BATT. BACK-UP w SMOKE DETECTOR W1 HARDWIRE eATT. BACK-UP W1 GARBCN MONOXIDEi bMCHCE DETECTOR HARDWIRE 1DONNEGtED 5lGG GOME30 SHALL BE A DISTANCE OF NOT LEF.��'� THEN 4' FROM WALL PENDANT LIGHT NATURAL CAS OUTLET TELEPHONE JAC-+ WATER AIR. CONDITIONING AIC DIWONNECT TY. TELEVISION JACK CEILING BOX REQUIRE TO Bs- SUPPORTED IN OJ_eOx ACC °=DANCE W1 BOX MAF-I-.::r;= AS SUCH FOR CEILIN a 80X REQUIRE TO BE SUPPORTED IN CEILINCa FAN/L16HT' ACCORDANCE W1 IBOX MARKED AS SUCH FOR IN�F GTIt;�N FLOOD LIGHT OPT. SECURITY KP KEYPAD P.B. PUSH-BUTTON FOR CHIMES —� USES PORT NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS � FANS TO BE VERIFIED e HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEF"-ACLES IN ALL HABITABLE ROOMS TO ARC FAULT PROTECTED PER ELEGTRIGAL "'° :OVI510NS OF F5CR &TH EDITION (2011). ,20 AMA- DEDICATED LAUNDRY CIRCUIT. CFI -5 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM 1=;xHAU6T FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROV1510N5 OF SECTION M1501.4 FBCR'• &TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD $HALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR &TH ED (201"1). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS �.-)F THE .4 ED (201�). -- - r m > Rom-+',--R -' �=� ' ICIENGY") 201'i ith EDITION R404.1 VERIFY LOC. OPT. COACH LIGHT FIR,"T FLOOR ELECTRICAL OUTLET FOR VENT OR MICRO PROVIDE SQ-D "QO" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3W BUS RATING:150 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MINIMUM BREAKER AIC 10K MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT• NO, WIRE SIZE B R TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 5 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 5 CONDENSER RANGE 50 1 6 5 6 10 1 25 1 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 0 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY R1 .PTACLE DISH WASHF GARAGE LIGHTS '` RECEPTACLES 20 GFCI 12 13 14 12 20 DISPOSAL SMOKE / CABLE., KITCHEN APP' ` . tut ; ' DINING ROOM RL(�tNTACLE(S) TOILET ROOM RECEPTACLE(S1 P • ,A. #2 LIGHTS AND RE B_ � #4 _�_° sHTS ,��1: i' .,"'" � — E 1,:ND RECEPTA(.15 GENERAL LIGHTS AND RECEPTACLES 20 12 1516 12 O REFRIGE` EXHAUST MICROWAVE 20 AFCI 12 17 18 12 20 20 GFCI 12 19,20 12 20 3FCI KITCHEN APPLIANCE RECEPTACLES 20 AFCI 2_0 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) 12 23 24 12 15 AFCI OWNER'S SUITE LIGHTS AND RECEPTACLES 15 AFCI 14 25 26 14 15 FCI BDRV #3 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 1 IRRIGATION CONTROLS ONLY AFCI 14 25 30 14 15 FCI - -- �RM. #6/1 ",. 1 . , "� i' :13 RECEPTACLES _. i'JERAs. 'RECEPTACLES E SPARE SPARE 15 AFCI 14 31 32 14 _ 15 FLEX 20 AFCI 12 33 35 34 36 SPARE SPARE SPARE 137 38 139,401 NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE T IN THE 75' COLUMN. C, EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULT CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 150 ,41f= ELECTfRICAL NOT TO SCALE. U STYLE SE ROMEX CABLE WHICH IS RATED Y DISCONNECT ALL UNGROUNDED i LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE OD2) HOUSE PLAN-4EHB HAYDEN MODEL LOAD INFORMATION V- 2845 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 7E3 ; 2 20 AMP CIRCUIT :": 1500 VA EA. 1 LAUNDRY CIRtCui r' 30101 16 0 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 120 O 1 WATER HEATER 45( 0 1 DISHWASHER 1210 1 CLOTHES DRYER 5 O 1 DISPOSAL O 1 MICROWAVE 15C 0 1 REFRIGERATOR 12 t) SUBTOTAL OF GENERAL LOAD 38215 FIRST 10 KVA OF GENERAL LOAD AT 100% 100 O REMAINDER OF GENERAL LOAD AT 40% 2a215 VA x .4 1128 TOTAL NET GENERAL LOAD 2128 3.5 TON HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= — 3.5 TON COOLING SYSTEM 40 AMP x 240 VA— - 9$ O NET GENERAL LOAD NET TOTAL HVAC 1 961 TOTAL LOAD 11: CALCULATED LOAD FOR SERVICE 30886 VA/240 V= 129 AMP 150 AMP SERVICE 'WORST CASE SCENARIO — HIGHEST HVAC LOAD USED FOR CALCULATIONS. - NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 3000 VA 6 100%, REl'" lA1NDER 6 3551c NET LOAD- 6,943 R ANG E - 12 =0 m 10% 8,400 DRYER: 5,000 a 7090 3500 TOTAL 15,84g NEUTRAL AMPAGITY: 15,48c3 / 240 a lS A *2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 302/0 CU, THWN + lob CU IN 2' CONDUIT OR 3 "4/0 AL, THWN + I"& CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT Q OVERHANG_) I &E 1R I I -I I-- I - _ _ GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS D THE FBCR &TH EDITION (201-1), LOCAL CODES, AND ALL LOCAL POWER COMPANY REOUiREMENTS. B. ALL CONDUCTORS SHALL BE TYPE TH�N/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PH, ELECTRICAL $ERvICE. PROVIDE 3 01 C 1-1/2" DIA SCHEDULE &0 PVC CONDUIT "2/0 ,4LUMINUM (AL) IN 2" DIA 5CHEDUL CONDUIT UNLESS SERVICE IS PROVIDE ELECTRIC COMPANY. COORDINATE WI' COMPANY PRIOR TO BID. E SECONDARY- f~""FR (CU) IN `�:OVIDE 3 50 1-1/c, BY THE THE ELECTRIC COl"151NATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150Af2i� MCB TELEPHONE SERVICE ENTRANCE EOUIPMENT INTERSYSTEM 5ONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL GABLE TELEVIu SERVICE ENTR* EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE E\CASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR &TH EDITION (201- ). 5/0" DIA X S FT LONG DER CLAD GROUND ROD _RCH1�T. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 '.SUBDXVx CREEKSIDE LOT #22 ARCHITECT STATE OF FLORIDA LAB -D A. ABOUCHACR, NO 93723 9/29/ ,r. al ELE°:"aTRICAL LECzEND SYN50L IFINITION I NOTES 125v OUTLET 2FAMP SINGLE POLE 110v OUTLET 110v OUTLET I I12 OF fODU TLET WIRED GFI IIOv OUTLET E"PED W/GRNO FAUL INTERUPTER (TAMPER RESISTANT TYKE) 220v OUTLET WIRE CONNECTION WP I EXT. WATERPROOF I clRau ° r GFI OUTLET INTER%.€" SWITCH SWITC;-i 3-WAY O1wF�:. � SWITCH 4-WAY OPEC:. WALL MOUNTEC LIGHT CEILING LIC kTl �l VP `O VAPOR PROOF ��. ..«.. ,. LIGHT t�l RECESSED CAN WALL SCONCE PRE -WIRED j v VENT. FAN 1 '�Frl PER 50. R'. VENT. FAN W/LIGHT I CFM PER $0. FT. LIC3147 r- e, BY 2-BUL5 WRAP FLUCr=NT a AROUND 1 _ _ 2' FLUORESCENT 4'1-71 FLUL7RE t 4' TRACK LIGHT ® PANEL METER 0j,D, SMOKE DETECTOR SATT. BACK-UP WI HARDWIRE S.D. WALL MOUNTED 511. 1 - SAGiC-UP SMOKE DETECTOF? iSAt.. U- 1 CARBON MONOXIDE W �Gt� «E fNT r 4ONNEGTED l�1 COMBD SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NA uRAL GAS + 4 0U7LET f tELEPH� JACK WATER HEATER_UJH . "� D16CONNECT` AtC AIR. GONPITIPNINc-z I71° ONNFGT Tv. TELEYf31ON JACK CEILING 15OX REQUIRE U-pfOX TO BE SUPPORTED N ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED IN CEfLIWA FAN/LIGHT ACCORDANCE W/ ESOX MARKED AS SUCH FOR RIN5PECTION FLOOD LIGHT OPT. SECURIT " KP KEYPAD Pe. PU5H-15UTTON FOR CHIMES _ USB PORT LC----=ATION x?F TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING, ALL RECEPTACLES IN ALL ROOMS TO 5E ARC FAULT PR-", ' T ECTED PER ELECTRICAL PROVISIONS OF FcR &TH EDITION 20 AMP DEDICATED LAUNDRY CIRCUIT. F GFI a I5LAND (NOT ON KITCHEN CIRCUIT) k DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVI51ON5 CF SECTION M150'1.�4 FBCR &TH EDITION : r LAUNDRY ROOM RECE,PTACL#-- 5HALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDEi WIRING METHOD $HALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR &TH ED (201-1). ' ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FEc _1_ TH ED (201-1). ALL LAMPS SHALL 5E SELECTED 5Y SUfLT R AND'l59p OF LIC.iATINri_Mt1�aT P , i`FF' Y EFFICIENT TYPE r t 'ATION (RE51DF .....TIAL FNGY) 201'I. 6th i..^ 40.4.1 SEC"OND FLOOR ELEu`TRlu"AL PLAN ,I P, C N i T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-40 78 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT #22 ATT PO! ANDy ..A "lU HA• A AR O 9 7 ,::a PRINT 09/29/1'7 1/4»_V_0" a) a-4A'T'DF=N EQUIPMENT 5C�-4EDULF 4 TONS FIR OOR HVACLAYOUT MFG CARR4ER A�-IU FY4CN3CDOto PLAN HEAT 5<W SEER S.5 SEER TOTAL GAS' 4-1000 ELEC7R[C. 205/230APH 5RKR CU 40 AHU 35 REI= LINES 7/8' 4 3/8, SUBDIV. CPEEKSIDE LOT #2 INI-4A3 - to File OPY. BDRM. #5 5X4 45 CFM 311 CFM !.4x n F:::Z� yt-14113tp T+4RU I !IX4 '14" 5 CFM LAUN. F 7f- _1 j I I I L -AW-_ _JL I III _j -i lox(o 120 CFM OWNER'S SUITE _EuOND m 10X& 15 CFM m UPSTAIRS LIVING x (o 20 CFM 120 GFM 14 4'j. ----------- aX4 W.I.c ax lox(o _1�1 45 CFM 1 CIFM 5 CFM 0. BATH OX4 45 GF=M F T� 12" W.I.0 BDRM. #4 10X(o �5 CFM 12xa PASS THRU c 3" C5F0M &X4 BATH �3 .45 CFM 5" aX4 -ar- cFt- 50 ne) 4' '15 CAM BDRM. # N ti LOT: CREEKSIDE LOT #22 PAGE: SECOND FLOOR HVAC PLAN 160 MPH EXP. mamwMam"Womm ( 'F IT IDA DST E.- 09/29/17 SHEET 11 File COPY C. REINFORCED W/ 6'X6' 4 WWF OR FIBES31ES4 ON VAPOR RETARDER ON 'OMPACTED CLEAN FILL. h-TREAT'MENT TO BE APPLIED AT FRAt'IINr4- 1 VV bLUUn WALL SCALE: ,n'.1'-0' IC1 _ S 4' GONG., REIhF. UV 6'x6' WIAXWL40 UL 1 ON 6-MIL POLY ETHYLENE VAPOR RETARDER 4' ON WELL -COMPACTED CLEAN FILL TERMITE a, TREATMENT SHALL BE BORA-CARE (I) 05 REBAR ON CHAIRS THICKEN EDGE 4 SCALE, Z Ql ° , 4 O I W/ 6'X6 O_ I ON 6-MIL. r co RET ELL-COMPACTE':� CLEAN FILL TREATMENT TO DR 4 ARE APPLIED AT FRAMW-2. ' REBAR ON CHAIRS W -STORY FOOTI SAT FRONT PORCHES i I +_,-CALF. li —SECURE P.T. BT. PLATE AB 1/2'XV ANCHOR BOLT -' END. MIN. D 32- O Q • ° ° 4 I ~ W/ 'x6' WIAXW1.40 WWM MIL OL HYLENE VAPOR ON WELL -COMPACTED CLEAN $ E TREATMENT SHALL BE ° AIE �4 4 E , CHAIRS CHAIRS GARAGE STEP-UP 1-STORY L.B.W. W UPLIFT O�XTENDED FOOTING SCALE: I/2' A (1) +fi REBAR VERTICALLY W1 C • _< . r POUND CELL (? I SEE ENERGY CODE FORMS FOR I -1 INSULATION R-VALUES TEXTURED FINISH z. v CMU 1/2' GYP_ WL_ BD. u 4 WOOD BASE w uj TOP - V 4- co,vc. REINF t i w/ wxw it WIAXWI4 WI1F Os- x L F�1ESH ON E ;»' 6-MIL. VAPOR t-:RRDER ON 0° WELL -COMPACTED GLEAN FILL. ;a 0 e a TERMITE TREATMENT TO EWE BORA-CARE APPLIED AT FRAMING. w (3) S REBAR ON CHAIRS 91 O m V 2'-0' 2—STORY FOOTING 13 W BLOCK WALL SCALE: W' =V -0" N 45 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. MIN. » ° ` 4- CONC, REINF. W/ 6'x6' WL4XWIA0 WWM ON 6-MIL POLY ETHYLENE , VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL 15E BORA-CARE TYP. RETROFIT FOR � OMITTED DOWELS (2� t4 TO'161-A5 W/ ' WASHER I' CC MAX. :. REINFORCED W/ 6'X6' WIAXWIA F113ER`1ESH ON b-MIL. VAPOR R ON WELL -CC IPACTED CLEAN WE TREATMENT TO DE PPLIED AT FRAMING. CON AXWIA0 WAll 6-MIL P LENE VAPOR LL-COMPACTED CLEAN 4' _ E TREATMENT SHALL BE ` ST A — BEARING SCALE, 1/'-l'-m' • 4 A 4' CONC_, ° 6-MIL ' w I: _ SH 1 3' MIN. COVER U -AGE ST TP i N— BEARIN A EXTENDED STEP z_ i 171-1111-11I J_I \.7 1 L' r — U r 2—STORY L.B.W. EXTENDED FOOTING SCALE: F;:TENQEQ 1 1/2'�, CURB 1 Ry r.; SECURE 5 1'. ANCHOR IN 4' C 'INFORGED W/ 6'X6' WL4XWIA WW= OF' EbH ON b-MIL. VAPOR RETARL%>oR LL-COMPACTED CLEAN FILL. TERMITE CC TO De BORA-CARE A AT FRAMING. (3) 45 REBAR ON 2-STORY FOOTING AT L. B. W. SCALE: 1/2' a V - V STUDS 16' O.G. MAX SECURE BOTTOM PLATE TO STU SIMPSON SP4 032' O.C. MAX HEIGHT OF GARAG SECURE PST. PLATE TO SL rA" VARIES WITH SLOPE ANCHOR BOLT W/ 2' WA MIN a 32, OC MAX. llil *EPDXY NOT REQUI EX R 15OLTS ° • 4.1 1 ONC. REINFORCED WJ 6'Xfo' w1.4XW,.4 6' L 1.4m WWM ON R FIBERMESH ON 6-MIL. VAPOR RETARDER N ""7ER ON WELL-COMPACTEP CLEAN AN FILL TERMITE ITE TREATMENT TO DE RSORA-CARS V ri , ; . I APPLIED AT FRAMING. _8. 4 (2) 5 RELna A CHAIRS GARAGE STEP-UP L.B.W. W UPLIFT SCALE, 1/2'-l'-O' No •bTEMALL To BE MIN. 3 COURSES 1. FRW _:/ wxb' WIAXWI.4m WWM OLT ETHYLENE VAPOR ON LLELL-COMPACTED GLEAN E TREATMENT SHALL 15E & ON CHAIRS t (1) 5 REBAR VERTICALLY POURED CELL 8' CMU z p g NOTE: OPTION E GF/ CCNGRETE a A i. WALLS T (EI STUCCO BUILD I STOP H RI `k �4' 'EINFORCED W/ 6'X6' WIAXWIA • WWF ERMESH ON 6-MIL. VAPOR RETAR ' " °-1 WELL -COMPACTED CLEAN 4 FILL. Tim ATMENT TO BE BORA-CARE _IED AT FRAMING. u 4' 1'-0' 4' (2) k5 liEBAR O RS 7 1'-v 1—STORY FOOTING � AT GARAGE SECURE BT_ PLATE TO SLAPS W/ 106 MASONRY NAIL m 32' OG. MAX FIN. FLR a ° ° ° 04 _�'/ , t 4' GONC. REINFORCED W/ 6'X6' WI.4XU11.4 WLLF OR FIBERIIESH ON 6-MIL, VAPOR C' W RETARDER ON WELL -COMPACTED CLE i FILL. TERMITE TREATMENT TO BE m V 4' t'_(p' 41 BOR -GARE APPLIED AT FRAMING. _w (2) A5 REBAR ON CHAIRS 12' MIN. 6 LOW CF=; 1-STORY FOOTING AT L.B.W. W NO -UPLIFT)- SCALE: 1/2"• t'-(A" SECURE BOTTOM PLATE TO STU z' SIMPSON SP4 *32' O.C_ MAX HEIGHT OF GARAC'\ ' fl SECURE 6T. PLATE TO VARIES WITH SLOPE ANCHOR BOLT W/ 2' W ` MIN. N 32, OC 1`11AX. ;EPDXY NOT 1 {_ -. DOLTS A CONC. REINFORCED W/ 6'X6' WIAXWL4 OR FIBERMESH ON 6-MIL. VAPOR RIDER ON WELL -COMPACTED CLEA w i y FI RMITE TREATMENT t0 BE 0O 4' E' 4 4' RE APPLIED AT FRAMING. (5) 5 RE CHAIRS ARAGE STEP- UP A 2-STORY L.B.W. W UPLI SCALE: 1/2' a 1'-O' (1) aS REBAR VERTICALLY W/ GONG. POURED CELL e' CMU f NOTE: OPTION ._. Ui,3 l CONCRETE CUF t' -f� n WALLS TO SE PE r BUILDER BY DIVIS . t. STUCCO STOP CURB HEIC:HT VARIES w- i• cD ° 4` CCNC. REINFORCED W/ 6'Xb' WL4XWI.4 INLF OR FIBERMESH ON 6-MIL. VAPOR _ 4 RETARDER ON WELL -COMPACTED CLEAN • 'i ` a FILL. TERMITE TREATMENT TO BE BORA-CARE APPLIED AT FRAMING. W' 4'1. 8' B' 4° (3) N5 REBAR ON CHAIRS 2'-0- �o en U 2—STORY FOOTING A AT GARAGE SCALE: 1/2' =1' -O' w q� STAIR DETAIL SCALE, PSI 6 2S DAYS INFORCED W/ 6 - w1.4/W1.4 W.W.M. M Q W STUDS lb' O.C. MAX HEAD OF GARAGE VARIES WITH SLOPE SECURE BT. PLATE TO SLAB W/ 10d MASONRY NAIL a 32' O.C. MAX W e, a . N . 4' CONC. REINFORCED w/ 6'Xb' WL4XWI.4 Z IX WLLF OR FIBERMESH ON F+-MIL. VAPOR RETARDER ON LIFLL-COMPACTED CLEAN E ' FILL. TERMITE TREATMENT TO BE n 4' 1' m' 4' DORA-CARE APPLIED AT FRAMING. (2) 5 REBAR ON CHAIRS GARAGE STEP-UP L.B W. W NO UPLIFT 'i xic 'Y TL xvo" WL4xWIA0 WUM ONl1rn . THYLENE VAPOR RE °` WELL -COMPACTED L TERMITE 'TREATMENT SHALL m e, e, -CARE 4- ON CHAIRS C CRETE PAD 1' RECESS FOR SlGI7. TRACK FINISH FLOOR ul�l J 7,--- � 4 ° a �.a A ° d »: 4a SLAB AT S. G. D. SG :I-•I'-0' 1 SECURE P.T. BT. PLATE TO MASONRY NAIL a 32' Oer--, ' ti IN . W/ 6'x6' WI.4XWi as +�, ULY ETHYLENE VAF E R ON WELL -COMPACT•. 4 b.Pt11TE TREATMENT SHALL} I RAGE STEP-UP -STORY L.B.W. W NO UPLIFT n.-EXTENDED FOOTING amxwe„xi� RECESS F -; i I ' GARAGE 4' CONC, REINF_ W/ 6'x6' WL4XWIA0�11'TE 6-MIL POLY ETHYLENE VAPOR RERDWELL-COMPACTED CLEAN FILL TE TREATMENT SHALL BE BORA-CARS_ (1) +S REBAR ON CHAIRS 11 GARAGE DOOR FOOTING SCALE, 1/1'•1'-0' j� t; I $$' VARIES'_ k Ili v 3-I r 73� tt 1 � SHOWER RECESS FOO SCALE, 1'm1'-0' GONG., REINR W/ 6'x6' WIAXWL40 WWM V ON 6-MIL POLY ETHYLENE VAPOR ,. PETARDER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL ESE z (2) *a r ON CHAIRS AB AT GARAGE GROUTED BOND esEAM VAR, �� ' TIE VERTICAL REBAR °� -. ? - SERVICE DOOR To HORIZONTAL ° TIE VERTICAL REBAR SCALE: 1/1'-I'-0' P'-m' FIN. FLR. REBAR W/ 10' HOCK F _ TO HORIZONTAL TO GROUTED BOND BEAM , 4 AR W/ 10' HOOK NOT USED g AND L °. ° VARIES PER E(LEV. — VAR � � 4 ° - � - ° INE a A ,. __.. NOT USED _� 4; . GROU -,L .. -" NT —POURED LIG CTY .) ( ' CD G LL ) l —1 �° GVE el. (� f A LINE �- 6' PVC CHASE THRU FOOTING 2X WALL F MI}i p 1U a l' ANCHOR 5C ) VXT' I -STORY 1/2' DRYWALL (2) +5 RF5AR ON CHAIRS Ti 5,` 41 W/ 2'X2'XI/S' _ 2-STORY ° .4, _ _ ° - WASE -I� EvN-Y FROM WOOD BASE C3) +5 REBAR ON CHAIRS 4 FLoc,,- SET IN JOINTS L eyED ANCHOR IN POUR ACCE TROFITJ Y, '. FRAME v '0 O C K WALL CON EC `I' --` . (PORtA RCE� R VERTICALLY W/ GONG. :s SCALE: I/2'•I'-0' SEE ENERGY CODE FORMS FOR j INSULATION R-VALUES -- B' CMU a- GU CLEANOUT 4 LEAIVOUT REQUIRED» �, a y a FOR INSPECTION • FOR INSPE GAS LINE e L T K 1/2, GYP. WL. BD. z z SCALr=: I'-I'-(0' Z WOOD BASE PlZ »a W 4' GONG, REMF. W/ b'xV WIAXWt W WWM �.,, NOT USED Q ON 6-MIL POLY ETHYLENE VAPOR �`J ii ( t Y RETARDER ON WELL -COMPACTED CLEAN O'-0' FIN FLR A�T.1 0 FILL TERMITE TREATMENT SHALL BE �.. ° I" p BORA-CARE ° _ ° TIE VERTICAL REBAR ° TIE k TO HORIZONTAL 4 : $ ° tOg IZC i 1 (2) NS REBAR a 1-STORY CV- `, REBAR tU/ 10' HOOK ° AR W/ ' (3) 85 REBAR a 2-STORY 4 4 OUTSIDE REi3AR t0 13E 6' PVC CHASE THRU FOOTING 4 4.�. �• a CONTINUOUS -' ° 1E E °�I r Cl) w5 VERT. DOWEL 4 i iq in L 4 LAPPED W/ BOND BEAM ° W1+5 REBAR AT GotalERb (g 2-STORY HORIZONTAL/VERTICAL e° r W/ 2>}' LAP MIN. l) $' 4' (2) 5 REBAR ON CHAIRS j 2'-,' MM. LAP (3) S REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT f' PIPE THROUGH E REINFORCING F BEARING CHANGE 1— STORY FOOTING SCALE, REBAR LAP AT FOOTING TYP. REBAR LAP -DAT LINTEL CORNERS D W BLOCK WALL ALL EX`T'ERIO R. F'O O `rERS AT 1�Il�TIS H ST .AEB' S T'O BE MIT, . 12" BEE -LOW TJloTDIS T l��ED SOIL (CONTROL DATE. C}" 3 or(OF'Design ro . p?„ 41 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.a bdesigngro up.co AA #: 0003325 SUBDIV. CREEKSIDE LOT #22 7A�� OTA 61 & R... xr� i •`• ;T Us PRINT 09 29 1 7 SF I # 1/4"=V-0" - SHEET FIBERCaLA55 SHINGLE, -- OVER #30 FELT PAPEI INSTALLED PER FBCI RR905.1.1 ON f6 SHEATHING OR CD, PLYWOOD SECUREt PER FASTENEI SCHEDUL PRE -ENG TRU55 MTL, DRIP EDGE 2x4 OR 2x(o FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN Na" THICK, 3 COAT PORTLAND CEMENT PLASTER APPL I ED DIRECTLY TO MASONRY 1—STORY 1 BLOCKWALL SCALE: 3/4- 1 ,O iEE ENERGY CODE FORMS FOR �15ULATION R-VALUES 'GYPSUM BOARD OR HIGH TRENGTH CLG. BOARD ONC. FILLED LINTEL BLK W/ (1) > REBAR CONTINUOUS 'RECAST LINTEL =E ENERGY CODE FORMS FOR SULATION R-VALUES w(NDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL lU *5 REBAR VERTICALLY W/ CONC. POURED CELL lx2 P.T. FURRING STRIPS 1(o" O.G. r S' CMU 1/2" GYP. WL. BD. WOOD BASE ERGLABS SHINGLES R #30 FELT PAPER IN LLED PER FBCR R .1.1 ON �' O.S.B. SHEA Cx OR �" GDX PLYWOOD URED PER FASTENS HEDULE MTL. DRIP GE - 2x4 OR 2x6 FASCIA ELEVATIC) VENTED ALUM. SOFFIT —' PRE-ENG. GABLE TRUSS WEEP 5CREED ' (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO ' MASONRY w/ 1/2 "x5' A.B. w/ 2' DIA. WASHERS, -I - MIN. EMBEDMENT WITHIN S" OF EA, END, 32' O.G. MAX IN FIELD. CONC, FILLED LINTEL BLK. W/ (1) *5 REBAR CONTINUOUS PRECAST 5/5" THICK, 3 AT PORTLAND ENT PLASTER =LIED DIRECTLY T ASONRY *5 REBAR . VERT LY W/ CONIC. POURED CELL 8' CMU 1' -0' TYP. O.H. z� 1—STORY d GABLE BLOCK � V�ALL SCALE: 3/4" =1'-0" 2x4 BLOCKING BETWEEN T E5 AT FIRST FIFE BAYS 4'-0 C. (AT SHEATHING SEAMS) STIFFBACK AT _L UPRIGHTS OVER 4'-10" . ' H (BEE SEALED ENG.~ FOR r` AND CONDITION) TRUSS 24' O.G. ANT. 2x4 RAT RUN SECURED W/ 2) 126'S 6 EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES GYPSUM BOARD OR 1/2" � IG STRENGTH CLG. BOARD �—�1 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS '\GY NIC. SILL G STRIPS 24' O.C. VD. 2x4 SECURE TO BLOCK W/ 2X4m 2X4� TAPGON5 OR DRIVE PIN SECURE TO BLOCK W/ SECURE TO BLOCK W/Y4' (MIN. SHANK 51ZE .145 TAPCON5 OR DRIVE PIN TAPCONS OR DRIVE PIN MIN. HEAD 51ZE 300 (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 MINL EMBEDMENT 1 Y4'J MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 8' GMU WITHIN 8' OF EACH END 4 IS' O-G. MAX SPACING_ NOTE: STRUCTURAL 2k MUST BENOTE: MIN. EMBEDMENT I Y4') WITHIN 8 OF EACH END < STRUCTURAL 2X MUST 15E MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 7x MUST BE WITHIN a' OF EACH END 4 ON OUTSIDE 4 5ECJRED ' DRYWALL 2X6� ON OUTSIDE 4 SECURED THROUGH IS' O.G. MAX SPACING- ON OUTSIDE 4 SECURED 3� 18' O.G. MAX SPACING;. THROUGH NON-STRUCTURAL W I'k4' OR I'X2' P.T. NAILER g SECURE TO BLOCK W/2-gJ(b' NON-STRUCTURAL % TAPCON 2k6� THROUGH NON-STRUCTURAL ` 2xro� TAi-CON MIN I Y4' EMBEDMENT 1x4 F.T. OR %'X4' MIN. TAPCONS DRIVE PM MIN. i Ya EMBEDMENT INTO SECURE TO BLOCK TAPCON MIN. 1-Y4' EMBEDMENT SECURE TO BLOCK INTO BLOCK. ® SECURE THRU FRAME 4 (MIN. SHANK SIZE.145 K SHANK BLOCK W12-�{6 TAPCONS OR INTO BLOCK. W/1-1/4' TAPCONS OR EXTEND 1-Yi INTO BLOCK MIN. HEAD 51ZE .300 CMU DRIVE PIN DRIVE PIN (MIN. SHAW SIZE ® W1 %' TAPCONS OR DRIVE PIN MIN. EMBEDMENT I Y4') rYj' DRYWALL !MINI. SHANK SIZE .148 ' CMU .145 MIN. HEAD SIZE 300 , $ C'� (MIN. SHANK SIZE .145 WITHIN V OF EACH END 4 18 O.G. MAX SPACING. 'k4' OR I'k2' P.T. NAILERY4')15 MIN. HEAD SIZE 300 MIN. EMBEDMENT I DRYWALL MIN. L:�M I YEN DRYWALL MIN. HEAD 51ZE 3W 11.NT 2XD=m �gg R WITHIN 8' CIF EACH END 4 'X4' OR 1'X2' P.T. NAILER IN 8' A WITHIN 8' OF EACH END 4 16' O.C. MAX SPACINY.x. ❑ I'X4' OR I'k2' P.T. NAILER MIN. EME 1-Y4' SECURE TO BLOCK W/1-, - , , D.SB. X ¢MIN 18' O.C. MAX SPACING- WITHIN $ OF �_. NCH END 4 TAPCON5 OR DRIVE PI r y b 2X8� 2X8tal �(s' O.SB. X 4' MIN 18' D.C. MAX z WAGING DOOR GA51Nt_s !MIN. SHANK SIZE .145 ; /—DOOR CASING SECURE /2 SECURE TO BLOCK W/2-�(s' DOOR CASING SECURE TO BLOCK W/1-I/4' TAPCONS OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW MIN HEAD SIZE 300 MIN EMBEDMENT I Y4') DOOR JAMB OR WINDOW OR DRIVE (MIN. SHANK °SIZE .145 DOOR JAMB OR WINDOW (MN. SHANK SIZE _I45 DOOR JAMB OR WINDOW ATTACH TO 2k PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MANUFACTURES DETAILS. MIN. HEAD SIZE 300 ATTACH TO 2X PER MIN 3 HEAP SIZE 00 MIN_ EMBEDMENT I Y4`) ATTACH TO 2k PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. 15' O.C. MAX SPACING. MIN. EMBEDMENT I Y4') MANUFACTURES DETAILS_ NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMS WITHIN 8' OF EACH END 1 NOTE` SHIM AS NEEDED TO PLUMB WITHIN $' OF EACH END 4 NOTE: SHIM AS NEEDED TO PLUMB 15' O.G. MAX SPACING. JAMS (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED Y4)JAMB 18' O.C.MAX SPAGINCu. (DO NOT EXCEED Y4,) JAMS (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/16- t WINDOW TO BLOCK +1-15 16" WINDOW TO BLOCK +3" G WINDOW TO BLOCK +3-7/16* k SCALE: 3/8'=I'-0' " SCALE: 3!8'■1'-0' SCALE: 318'■I'-0' 2X4= 2X4:m 2X4:m SECURE TO BLOCK W/ will 2X4= SECURE TO BLOCK W/ 34' SECURE TO BLOCK W/ g(b" TAPCONS OR DRIVE PIN SECURE TO BLOCK WA4' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE -500 MIN. HEAD 51ZE 300 MIN. EMBEDMENT I Y4') WITHIN MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4`) WITHIN $' OF EACH END 4 I$' O.C. MIN. EMBEDMENT I Y�) WITHIN 8' OF EACH END 4 18' O.C. 8' OF EACH END 4 18' OjC. MAX SPACING. NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2k MUST MAX SPACING. MAX SPACING. NOTE: STRUCTURAL 2X MUST 2Xro� BE ON OUTSIDE 4 SECURED 18 O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED 2k8:® 2Xrc.� BE ON OUTSIDE < SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2k6� THROUGH NON-STRUCTURAL 3� SECURE TO BLOCK W/2-nb' SECURE TO BLOCK W/2-N&I THROUGH NON-STRUCTURAL W12-%' TAFCON5 OR N6' TAPCON MIN. 1 A' SECURE TO BLOCK W/1-1/4' N,' TAPCON MIN. I-Y4' TAPGON5 OR DRIVE PIN TAPCONS OR DRIVE PIN v TAPCON MIN. i-Y4' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EM5EDMENT INTO BLOCK. (MIN. SHANK SIZE .145 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .145 MIN. HEAL? 51ZE 300 MIN. I Y4') MIN- HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. 1 Y') 8` CMU MIN. HEAD SIZE -100 i{') L EMS .'Y ENT MIN EMBEDMENT I Y4`J WItHN CMU EMBEDMENT %� DRYWALL MIPL EMBEDMENT 1 g' CMU WI O.C_ MAX HACH EN WITHIN 8 G 'EACH END t 8' CMU ' DRYWALL 8' OF EACH END 4 IS' O.G. MAX SPACNG. ,,-8 , DRYWALL 1'X2' NAILER WITHIN $' OF EACH END 4 18 O.C. MAX SPACING. IX4 OR I X2 P.T.NAILER ND aX SECURE TO WITHIN 8` OF EACH END 4 1 IS' D.C. MAX SPACING. 1 ' DRYWALL 1'X4' OR 1'X2' P.T. NAILER 2X8:® 1'X4' OR i'X2' P.T. NAILER 2XDt 1'X4' OR P.T. OOR CASING 2X8: SECURE TO L MEMBER I ` P.T. X 4' MIN. s SECURE TO BLOCK W/2- (b" OOR CASING SECURE TO 13LOGIK W/a-}i%' TAPCONS OR DRIVE PN BLOCK2k$xm7 W/2-3{�' TAPCONS OR PTRUCTURA /(2�2d WItHIN 8" GF SAGµ SECURE TO BLOCK W/1-114' I TAPCON5 OR DRIVE PIN OOR CASING TAPCONS OR DRIVE PIN DRIVE PIN \\ END 4 I ' TO 8' O.G. MAX (MIN. SHANK SIZE .14g MIN_ HEAD S1ZE 300 DOOR JAM15 OR WINDOW (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK 51ZE.145 OOR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y{) WITHIN ATTACH TO 2X PER MIN. EMBEDMENT 1 Y4) WITHIN TTACW TO 2X PER MIN HEAD SIZE 30fD MIN. EMBEDMENT 1 Y4) POOR JAMB OR WINDOW ATTACH TO ?X PER MN. EMBEDMENT 1 Y4) ATTACH t0 2X PER 8' OF EACH END 4 1a. O.G. MANUFACTURES DETAILS. $' EACH END < ISOG. MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH ENp 4 ANUFACTURES DETAILS. MAX SPACING. E: SHIM AS NEEDED TO PLUMB MAX SPACING. NOTE: SHIM AS NEEDED TO PL.UPIB la' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLU 15 16' O.G. MAX 5PACINCx. NOTE: SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4'J JAMB (DO NOT EXCEED Y{) JAMB (DO NOT EXCEED Y4') JAMBS (DO NOT EXCEED Y4') FIBERGLASS SHINGLE OVER *30 FELT P ER INS ALLED PER FBCR RRS ON ° O.S.B. BHEATHI 2" CDX PLYWOOD 5E D PER FASTENER DULE TYP. a.H. MTL. DRI EC: _ J 2x4 OR 2xr. FA5 IA PER - ELEVATIONS VENTED ALUM. SOFFIT f STIFFBACK AT ALL —/ UPRIGHTS OVER4'-10" HIGH (SEE SEALED ENG, FOR SIZE 4 CON ITION.) O.S.B. SHEATHING R 2'" CDX PLYWOOD. ATTAG ED PER FASTENER SCHEDULE ON HEFT D2 OR �/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. S ECS.) i/S' THICK, 3 COAT P RTLAND CEMENT PLASTER OVER EXPANDED GALVD METAL LATH ON FORTIFIBER JUMBOTE GRAPE "D' PAPER OVER TYVEK BUILDING WRAP ( EFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR '1/Ifo" ZIP SHEATHING SYSTEM ( INSTALLED PER MAN F. SPECS.) WEE SCREED (SEE DETAIL -1/WA2 SECURE GABLE T 2x(o P.T_ PLATE W/ 12d's 8' O.C. MAXI:, SECURE 2x(o PT. PLATE T BLK W/ NIB' ANCHOR BOLT W/ 2' WASH SET IN SIMPSON HIGH TR EPDXY 1' EMBED. MIN. = >C 'LAX. s/a' THICK, 3 COAT P I" .AND CEMENT PLA5TE fi='PLIED w DIRECTLY 5ONRY z 4 1—STORY ABLE o W VAULT C LG . L®CK WALL Psc- 3)- A $' CMU -LrY1' DRYWALL 1'X4' OR I'X2' P.T. NAILER ❑ ix4 P.T. OR 6/4`X4' MIN, SECURE THRU FRAME 4 EXTEND IA! INTO BLOCK W/ %' TAPCONS OR DRIVE PIN ❑ (MN. SHANK 51ZE Jog MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4' WITHIN 8' OF EACH ENp 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 1X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLLMhS JAMB, (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK �-3/4 OR +5/4 J bGALE:3/$'-1'-V DOOR JAMB TO BLOCK +1-1//2" B WINDOWS TO BLOCK +1-1/'2" SCALE: 31$.1..0.SCALE: DOOR JAMB TO BLOCK +2 1/4 DOOR JAMB TO BLOCK +3 DOOR JAMB TO BLOCK +3 3/4 D WINDOW TO BLOCK +2 1 4" F WINDOW TO BLOCK +3" H WINDOW TO BLOCK +3 3 4" 3/8'■I'-0' SCALE: 318'=1'-0' .� s J � �+ FASTENER *�7► l 4i_-F_ NA L RE QU I RE�IENT 5 TOP CORD BLOCKINCs AT 4' <OOF DIAPHRAGM USE 1/1&' 0.5.5, OR 1/2' CDX PLY WITH #S RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING 644NK GUN NAILS AT 6" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE "S GUN NAILS * 4' O.C. SIZE HEAD LENGTH DIA ENSILE STR. Sd ROUNPMOPIFIED 11/5' .113 110000 OR T 10d 21/8' .128 110,000 ORORUNDY10DIFIED EXTERIOR SHEATHING NOTE: NAILS TO SE MFG. BY MEMBER OF INT. USE 1/2' GDX OR 11160155 PLY WITH V RING SHANK GUN NAILS AT 6" STAPLE, NAIL 4 TOOL ASSOCIATION O.G. AT PANEL SIDES AND $a RING SHANK GUN NAILS 4' O.C. TOP < I. 0.113 INCH NOMINAL SHANK DIAMETER BOTTOM PANEL AND *S RING SHANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR 1/16' ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0260 INCH FULL_ ROUND HEAD DIAMETER NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUFACTURER, -ROOF DESIGN PRESSURE BASED ON WORST CASE O.C. MAX. M FIRST 2 FRAMING NOTE: TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. FOR $HEAR 4 UPLIFT (0.5B. TO 8E STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS a >P ROOF ,5HEAT�4ING; LA'1 CUT AND ENDWALL 5RAC ING _� 4- SCENARIO FOR ZONE 3 mm 06 RING 614ANK GUN NAIL 0 4' D.C. TOP 4 BOTTOM EM24E8 tp �o v® U0 to M� 91 2Xh P.T. SECURED TO MASONRY w/ 1/2'x9" A.B. w/ 2' DIA. LUASHERS, i' MIN. EMBEDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD, 0 08 2' DECK SCREWS a O.C. MAX Q EDGES 4 12, O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR . . SHEATHING 2x4 BLOCKING BETWEEN TRUSSEI WHERE "X' BRACING IS PRESENT PRE-ENG GABLE TRUSS , CONT. 2x4 RAT RUN SECURE (2) 12d's m EACH TRUSS TO BE INSTALLED a MI DINT OF TRUSS SPAN, OR 10' " O.C. MAX. - SEE ENERGY C FORMS FOR INSULATION LUES g" CxYPSU OARD OR 2" HIGH STRENG LG. BOARD 2u FILER - 24" O.G. a INTERIOR KNF ALL i i CONC. FILLED LINTEL BLK W/ (1) I *5 REBAR CONTINUOUS PRECAST LINTEL INDOW ATTACHMENT AS PER ANUFACTURE5 SPECIFICATIONS -- 'RECAST SILL (1) EBAR VERTICALLY WI CON URED CELL lx2 P.T. F ING STRIPS 1�" D 8" GMU 1/2" GYP. WL. Bl:. WOOD BABE NOTE: PER F5CR ReO5.1.1 - FOR ROOF 5LOPE5 ':' TO LESS THAN 4:12, .A (2) LAYER UNDERLAY NT SYSTEM IS REQUIRED. FOR ROOF SLOPE m:)F 4.12 OR GREATER, (1) LAYER UNDERLAYI`°"± �,�T 16 PERMITTED 5UT MUST 5E PER ASTM D22�_, YPE 11, ASTM D 45(o 9 TYPE IV, OR ASTM D G i IX4 DIAGONAL L'- CHORD BRAC III SEE PLAN FOR I LOCATION TRUSSM,4X,� " 24° W/ CONC. POURED LINTEL COURSE RIFY PLAN IX4 SYP LATERAL I / RE - INFORG ING 36 " MAX 6 TRUSS 571 CHORD, 5EGURE LL4 0 NAILS 0 EA. TRUSS CHORD GABLE END BRACING I TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO O ALL EXPSED ET-IBERS a zw� (_08 RING SHANK GUN NAILS o & Ot. IN FIELD 90 a iP TYP. EXT. 5.4EATHING ATTACHMENT FOR ROOF SHEATHING 0.5.8. TO BE BTRUCTURAI. SR4r:)E) Design ro u P- L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.a bdesigngro up.com AA #: 0003325 LOT. CREEKSIDE LT #22 D2 File Con* FI,"ve',FRGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON I& O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS 24' O.C. MAX. MTL. DRIP EDGE 2X4 OR 2X(o FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 1/2" CDX OR 1/16" OSB SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 1/1&" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 7/5" THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE "D" BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP DETAIL 15/WA2 CONC. FILLED LINTEL BLK. W/ (1) #5 REBAR CONTINUOUS 5/a' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY WALL SECTION SCALE: 3/411 = 11-011 FIBERGLASS SHINGLES OVER "30 FELT PAPER TALLER PER FBCR 1.1 ON 0.6.5. SHEAT R �" CDx PLYWO0 iRED PER FA SCHED MTL. DRIP EDGE --- 2X4 OR 2X(o FASCIA—J PER ELEVATIONS SECURED W/ (3) 12d NAILS 1/2' CDX OR "1/1(o" OSB SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 7/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) WEEP SCREED, SEE — DETAIL 15, SHEET WA2 2X(o P.T. SECUR 1/2'X9" R k30LT ... MAX. ._�,hI E TO 2X(o d NAILS (o' O.C. L MAX. 1' -0" TYP. EM15FD. STRAP VERIFY W/ TRUSS PLAN SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/5' GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x& STUDS iQ 1(0' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES " T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) ' GYPSUM BOARD OR HIG+_j STRENGTH CLG. BOARD 1X2 NAILER/DRAFT STOP —SEE ENERGY CODE FORMS FOR INSULATION R-VALUES — PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONCRETE SILL (1) 05 RE5,4R VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 6 24" O.C. S" CMU 1/2' GYP. WL. BD, WOOD BASE SECURE TO - TRUSS WI (2) 12d NAILS ,! 0' FIN. FLR. FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RRIB05.1.1 ON Z' D.S.B. SHEATHING OR 2" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2X4 OR 2X(o FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 1/2" CDX OR 1/1,11 OSB --� SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 1/1&' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 1/8" THICK, 3 COAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE "D' BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP DETAIL -15/11 5/8' THICK, 3 COAT PORTLAND CEMENT PLASTER APPL IED DIRECTLY TO MASONRY 2—STORY WALL ;3-�SECTION SCALE: 3/4" =11-0" PRE-ENG GABLE TRUSS SPF 571FF5ACK (SEE SEALD TRUSS ENG, PACK FOR SIZE 8 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST (5) BAYS 4'-0' O.C. (AT SHEATHING SEAMS) CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d'5 a EACH TRUSS \—(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's * EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRU66E6 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD 2 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (5) FIB ;:GLASS SHINGLES OVER BAYS 4'-0' O.C. (AT *30 FELT PAPER (OR SHEATHING SEAMS) ,4PF' VED EQUIVALENT) ON O.S.B.--EATHING CR 2" CDX PLY OD SECURED PER ji Fh'ilTENER SCHEDULE F'RE-ENG TRUSS TYP. �—PRE-ENG WD. TRUSS TL, DRIP EDGE O.H.24" O.G. MAX. 2x4 OR SU13-1�AND CONT. 2x4 RAT RUN SECURED PE pLEVAT(ONS W/ (2) 12d's a EACH TRUSS VENTED UM. SOFFIT SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 00* OF 5/6" GYPSUM BOARD OR NNECI 1/2' HIGH STRENGTH CLG. S, P BOARD o DOUBLE TOP PLATE D TOF w rZ° L � n WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x(o STUDS Q III O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T d G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 z TRUSS FG. SPECS.) RD OR II CLG. BOARD FT STOP INTEL BLK W/ )NTINUOUS )DE FORMS R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONCRETE SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS m 24" D.G. a" CMU 1/2' GYP. WL. BD, WOOD BASE 01 -oII FIN. FLR. FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON a" O.S.B. SHEATHING OR �" CDX PLYWOOD SECURED PER FASTENER NOT SCHEDULE DIAGONAL BRACE MTL, DRIP EDGE �CENTER OF TRUSS SPAN OR 2X4 OR 2X(o FASCIA-4= HIGHEST RIDGE. DIAGONAL PER ELEVATIONS BRACE TO BE a ANY SPAN SECURED W/ (3) 12d 15'-0" OR GREATER. REFER NAILS TO TRUSS ENG. FOR SEE FASTENER ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS REINFORCEMENT. D2 FOR SHEATHING 0'-0" TO 30'-0" (1) FASTENER PATTERN 1/2" CDX OR 1/1(o' OSB X-BRACE SECURE TO WALL PER 30'-1" TO 60'-0" (3) FASTENER SCHEDULE X-BRACE (1) X-BRACE ON SHEET D2 e CENTER AND (2) OR 7/I�' ZIP SHEATHING BRACE DIVIDED SYSTEM (INSTALLED PER EQUALY FROM CENTER ANUF. SPECS.) ND 2x4 W/ 3/8" X 5 LAG e32" O.C. MAX. OR G A SIMPSON META-24 s 32" O.G. MAX. DBL TOP PLATE SCALE: 3/4" =1' - V2X STUD 14o" O.C. MAX. 2x8 P.T. SYP 02 __---- * SECTION — WOOD FRAME TO > 1 B LOCI WALL ° (3_j > kgv ALL O SOLE PLATE 0 � � WEEP SCREE ASTM 926-C 4 �3 C (SEE D I 2/D ) � � � W U.! � � Z � REE3A 1(o II � �-u O.C. MA,u !U p� Z POUR - CELL, O o VERIF PER F'L��* Q� cn �`'�1SUL,4T I ON �W PROVIDE EAVE 5AFFLE OVER TNT: OF INSULATION F CLE R VENTILA PER r-5EC R44 .3 =E E ERG �)R N SUL:M' su IGH T 1� OAR mop 2" DRIf' WALL rODE FOR 6 ON R-VALUES. CARD OR TH CLIG. 2" D IA ANCHOR BOLT AT 1(o" O.C. MAX WITH I EM5E MENT AND 2' DIA. LLASHER KeN Pi A. X (1) COURSE TIE -SEAM POUR D SOLID WITH CONG ETE. (1) 11 RE5A HORIZONTALLY PREC 5T LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS j /-_—PREC ST SILL 'INN -PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD TRU65 ENG. PACK. FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST (5) BAYS 4'-0" O.C. (AT SHEATHING SEAMS) F/ I F 6r1 V 1- r1 V T-T I I \N V V (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) 12d's 6 EACH TRUSS DIAGONAL X-BRACING t0 COVER 5-TRUSSE5 5/8' GYPSUM BOARD OR 1/2" HIGH j STRENGTH CLG. BOARD 2 P. T. FURRING STRIPS 1C/2 P. WL. 1)ONT U3ODU. S RESAR W SE *4 48" LONG W/gyp " O 2 4" O.C., MIN. 2 " .. AB 2' - 0" MIN. IN 5L 5) - -y CONC., R �.' _. W/ & "x( " \- 3 1/2" WI.4 XW1.40 WWM G> -MIL Po ,r ETHYLENE RETARDER ON WE L-COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) *5 RE5AR CONTINUOUS O CHAIRS MOTE DIAGONAL B CE A CENTER OFT U55 SPAN OR HIG EST RIDGE. DIAG AL BRACE TO 5E 1D ANY SPAN 15' - 0' O GREATER. REFER TO TRUSS ENG, FOR ADDITIONAL HORIZONTAL TRUSS RE INFORCEME T. 0'-0' TO 30'- " (1) X -BRACE 30'-1" TO 60'- ' (3) X-BRACE (I) -$RACE CENTER AN (2) BRACE D I V ID D EQUALY FRO CENTER TO END CROSS BRACIN SCALE: 3/4' =1' -0' WOOD SHEATHING WRB LAYER 01, I STUCCO WRAP WR5 LAYER 02, FORT � R BUILDING PAPER . METAL LATH FASTEN TO WOOD 6T f , MEMBER 0 1' D.C. M4 ---'1/S' TEXTURED FINISH a WOOD 'M' TYPE CONTROL " FRAME TO BLOCK :Y CONNECTION SEE D .i;._ ' � 6' METAL LATH 5TR( &' WIDE STRIP SELF' ADHESIVE FLASH[ EAN MASONRY BEFORE LYING TEXTURED ix FINISH MASONRY S' CMU VERTICAL CONTROJI BETWEEN T DI IMI�, _ F _. ATERIALS l 1 SCALE= N.T.S. 3/4" T 4 G 6U5FLOOR GLUED --� AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 FASTEN 2X4 R155ON (P.T. CMU) W/ (S) 12d NAILS w EACH TRUSS - v PRE - ENG FLOOR TRUSS ( INSTALL PEP MFG. SPECS.) ` CONC. FILLED LINTEL 5LK W/ 1' (1) *5 REBAR CONTINUOUS j RIBBON FASTENING TENING DET "6 SCALE: 3/4" =1' -0" EXTERIOR WALL 57 WALL SHEA FASTEN STUDS TO BLOCK WITH USP MSTA48 STRAP FASTENi=RS A5 SHOU.N. IhL1 STRAP a EA. END (U SPACE STRAPS AS FOL -1*10 MPH 'C'. 3: -1Z0 MPH '5': 3: -160 MPH 'C': 3: -150 MPH 'B': 44 -140 MPH 'C' 4P TOP OF STUD WALL _ -OLE _PT ATtr v TOP OF -- MASONRY WALL CMU BLOCK WALL ROOF TRUSS UPLIFT CONNECTOR NOT SPOWN FOR CLARITY (SEE SHOP DWGS.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SPT24 NAIL PER MANUF. SPECS. SECTION AT TOE' OF EXTERIOR WALL p � SCALE: NT3 PLACE STRAPS Sf= J_ c AND FASTENED AS i SHOWN WITH ONE ADDITIONAL STR,4f EACH WINDOW K1NC MIN (10) 10d COMMc i INTO STUD (0.148 DI LONG) STRAPS IN&TALLEE-' OVER WALL SHEATI{'- _z FILL ALL REMAINING s HOLES W/ 10d NA[L14' WOOD BACKING DO NOT PLACE SCt ! TOP HOLE NEARES OF CMU BLOCK WA.i;_.. CONNECT 50TTOM IV- STRAP TO CMU 5LC W/ (1) 3/16, DIA. x I ,. LONG TAPCON MAS4 .a SCREWS EXTERIOR STUD WALL CONNECTION' TO FIRST FLOOR MASONRY WAI..1' NT5 -. :T E T Design rou 1... 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. DOT CREEKSIDE LOT #22 AFICHITECT: PRINT 09/29/1'7 SH�EX.IT D3 File COPY *NOTE. N,41L 5HE,4THIN(_-:; TO ALL 2X 45 FEf;R EXT. 5HEATHINC:; NAILINri, acl 4" 0 P151- 70`9 2X4 I&" G% .SECURE 2X4 W1 2-1/4'---r TAFCONS OR DRIVE FIN (MIN. SHANK SIZE.145 MIN. HEAD SIZE 300 MIN. E. K: M5EDMENT I Y4' W/I EA. END NOT TO EXCE V 0 BE WITH .CLOSED VALLEY FLASHING DETAIL 112' CLG. BOARD SECURE BT PLATE TO SLAB W1 loci MASONRY NAIL ID 32' O.C. MAX 2X4 DBL. SP4632' O.C. MAX TOPE T T P 4 15OTTO�l ----------- 4 A- PRE-FA5 TRUSS 04 1/2' BOARD 2X4 WOOD 2. 11211) ALL----, LL STUDS �016' O.C., U.O.N. -2X4 CONT. 2X4 WOO 2X4 WOOD -55 STRE 6TUF - _)6 STU[;)$ BLOCKING U_ O.N_ ).N_ O.C., U.ON- O_C MID -WALL X.,. 112 J 1/2 13 112' DRYWALL 32' T �tll SEE FOUND,` ')t, LONG. SLAB FOR DET41 5F!'rz FOUNDATION FOR DETAILS 1ST FLOOR INT. BEARING WALL (NO UPLIFT) 1-15TA-36 MAX 5P4632' �=RE-ENG TRUSS 2X4 1;)5L. DBL. TOP TE 2X4 I(o' O.G. SECURE 2X4 T WOOD W/2-12d O.C. STAGGERED — SECURE 2X4 W/ T4PCONS OR DRIVE FIN (MIN. SPANK SIZE .145 MIN. HEAD SIZE .300. EMBEDMENT I Y4' IMAN a'\,% EA. END NOT -1 E EED IS O. K AX 2X4 50OL BLOCKINGNG SHEATHING WITH MIN. PER 5LK EA. ENLA STIE T. CDX r,5�EXTERIOR ARCHWAY 2X4 TOP PLATE FIRE-FA5 TRUSS ANT. 1�' DRYWALL SS E�LOCKING MID -WALL SECURE 5T. PLATE TO SLAB W/ loci MASONRY NAIL a 32, O.C. MAX /-2x4 PT. PLATE -ONC. SLAB vv ki r- ill, JL) SG 9: 1/2'z 1'- 0' 1ST FLOOR TYP. INT. WALL (NON— BRG.) ALE. 11'21=11-011 TRU65 70 WOOD FRAMING —\ SIMPSON MT6-12 DOUBLE TOP PLATE PRE-E G. TRU35 2x CONTINOUS STRESS 05L, 2X TOP PLATE BLOCKING MID WALL 2x STUDS 0 16' O.C. MAX, OR -"IAE+'ZlfSHEATHING m U.O.N. SYSTEM (INSTALLED PER MANUF. SPECS-) T 4 G 5U5FLOOR GLUEC:, 2X BLOCKING 0 AND,5CREWEP 46 PER TOP OF FASTNER SCHEDULE 112, CDX 15T FLOOR STUDS TO 2X STUDS 16 O.C. MAX. 2ND FLOOR STUDS w 6IMP50N 1-16TA-36 -a 32' 2X 5TM, PLATE O.C. MAX 3/4'FLOOR DECKING PRE- ENGINEERED 1 FLOOR GIRDER PRE-ENG FLOOR TRUI:E,, DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CON71NOU5 STRESS BLOCKING MID WALL Oj CONTINUOUS SHEATHING 70 BEGIN AT TOP OF 5LK. 2x STUDS .9 16, O.C. MAX, U.O.N. W1 1/4' GAP FROM 5L<. To 0.6.B. 1/2'GYP. WI 5D. O HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT SECURE 5T. PLATE TO PERIMETER OF 0.5.5. TO PROVIDE CONT. NAIL PATTERN 51-45 W/ 4'x8' ANCHOR (D3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W1 2' WASHER SET I' fPLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH " EPDXY _11 Em5ED. MIN- SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF I&'FROM SHEET BELOW SIMPSON 5P4 6 32' O.C. MAX t n INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 9 INT. 2—STORY L.B.W. EXT. E __�.�WIA L SHEATHING 4 SCALE: 1/2'm V-0' 2x4 .55Rr-.1JQFz0 Tt-.) BLOCKING 2x4 BLOCKING ,m EA. RAFTER -30 r=A- 1/2, C LG. CONT. t-i TRACKS, BOTTOM 1/2' PRYW4�_ CHANNEL 5HAI I ) 2X4 WOOD w" STUDS 024' STUDS 24' a nF- 01112 O.C. LAYER W TM ATT D TO 51D 0 CONC. 5L45 SLAB A. UPRIGHT >< =DC;;E6 4 &`-a' O.C, 11,4>< IN THE FIELD SECURE 2x6 MIN. TO 5L< UJ/ (2)h'X8' 4-BOLTS .4' EMBEDMENT W1 2'X2'X4 WASHER AND NUT SPACE:) EVENLY FROM FLOOR 70 GARAGE POOR HC1. IN JOINTS PRIOR TO FILLING I TYP. EXTERIOR WINDOW/ q�DOOR OPENING WD FRAMED _��O OPENING SCALE: 14 SCALE: I/2"=I'-0' AL=�J� IE SECURE 2x4 ON� FLAT TO BL< W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W1 (5) �'XV A -BOLTS 4" EMBEDMENT MIN. W1 2"XVX6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE Z-.)C)OFR HPR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK 0 CENTER OF DOOR HEADER W/(I)VX8" J-BOLTS 4" EMBEDMENT W/ 2'X2'XYei' WASHER AND NUT. IE INOTE5. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR BUCj-,. ATTACHMENT _ALE: 1121=11 -01 :-.DX PLYWOOD AnUH VV IN IJU VV YRAME 6GALE: 3/4'=1 1 0 -0 PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 0 16" O.C. MAX SIMPSON L6TA-12 a EA JACK STUD, BOTH SIDES OF OPENING. 2x STUDS * 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN ;' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND 5PECIrICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN C-` FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 m TOP AND BOTTOM PLATES -a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO BOTTOM OF PRE-ENI TRU56 BELOW.. SHEATHING MUST NOT BREAK 11-41 MIN. FROM 2ND FLR. LINE. WRE-ENG TRUSSES OR FRAMED RAFTERS a5 C":: CDX PLYW HE PER FAST E ATTACH. #Tr= 1i 60" ON SHEEE'l OR 111to' P SHEATH ZI EQ SYSTEM (IN�ST�AH14!LtT MANUF. 5PEC5.) 2x4 BLOCK IN ER WALL 6T 6CURE BETWEEN TRU 3AY8 W1 (3)12-- ::-:,4CH END, 2x DOU:-- 'TOP PLATE DS a 16' O.C. -12 a EVER STUD 2X4 5T. PLATE DORMER U5ATTACHMENT SCALE: 1/2"=l'-01 x RIa >cE ONE SIZE LARGER 411111111111 THAN RAFTER SIZE MIN. (S) 126 NAILS OR 4) 10d GUN NAILS 2x4 COLLAR TIE Y OTHER R W/ MIN. (3)12d N MIN. (4) 10d GUN N4 7 2x RAFTERS Ixa NAILER SECURE TO TRUSSES BELOW LLJ/ (2)12d NAILS OR (3) 10d GUN NAILS ID EA. TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF PECKING PRE - EIN, TRUSS- Ff1. ,'ONNECTION -44FTER TO 5L<'G ;aETWI TRUSSES HEADER SIZE SPAN CHART. POOR OPENING TYP. INTERIOR DOOR OPENING WD SCALE. 112'-1'-0' rAALv. t;Tr=r=L TRACK BRACKETS FASTENED TO 1i")OD JAMB W/ i&.xj 1/4- LAG GALV. STEEL— �REUJS VERTICAL TRACK 11 MIN. MAUF. 5Llr-)E FASTENED TO ROOM TRACK BRACKETS W/ 1/4'40XI/21 CARRIAGE BOLTS AND LOCK NUTS. E -EN— ERECT FRE - ENG INE CORNER BEAD (4� QON�V. FRA MED �AMED ROOF SCALE: PRE-ENG TRUSSES W1 TRUSS 0 1115 UPLIFT SIMPSON HT8M20 W/10 10d TO TRU56 AND (4) 1/4' x 2 1/4' CONNECTOR VERIFY W1 FRAMING PLAN -DOUBLE TOP PLATE TAPGON5 TO CONT CRIPPLE STUDS is I&' O.C. POURED LINTEL MAX SIMPSON LSTA-12 a EA, JACK nOO UPLIFT (2) SIMPSON HT51120 INSTALLED ON OPPO STUD, BOTH SIDES OF OPENING. ,51 FACES OF BLOCK WALL W/10 loci TO TRUSS AND (4) 1/4' x 2 1/4' i 2x STUDS -s 16' O.C. MAX W1 SHEATHING. SHEATHING TO BE. WITHIN �' OF WINDOW/ DOOR TAPCON8 TO CONT OPENING AND SECURE FIER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TIRU6Sj AND SPECIFICATION) -JACKS (SEE HEADER SPAN CHART CONTINUOUS, R AN-7) BOND 57_" SPECIFICATION) -JACK STUD ASSEMBLY TO BFSECURED ONE PLY 6 A TIME. USE 126 NAILS, TWO WITHIN 6' FROM EACH END 4 No MORE THAN 12' O-C. STAGGERED 1/2'x9' A.B. MIN. -l' TAP CONS, EMBEDMENMT 5" FROM EACH MIN. 2' COVE -END 4 32' O.C. MAX, 21 APART BOTTOM PLATE5 6 EA. FULL TRUSS ANCHOR SP4 OR H5 * TOP AND LENGPETH STUD, 50TH SIDES OF ONING. J RETROFIT LINE OF 8LA15 T FORDETAILS SEALANT 4 BACKER ROD a, CMU SEE STRUCTURAL FOR REINFORCEMENT -2x6 F.T. WD ATTACHED TO FILL CELL AS PER PRODUCT 5PPROVAL REO. FROM MiAmi-DADS COUNTY WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) "—OVERHEAD DOOR 5'1' OTHERS GARAGE DOOR JAMBS q, SCALE: I/2'=1'-0" ><4 STUDS 16' 0 FINISH _—TEXT. _META - 1� lu E WALL o� AVE DETAIL ENTR DATF;: 07/0!��,,11 A 0 C, H i T E C T S ./Design, .,Group 1r441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 so & CREEKSIDE LOT #22 - PROJECT# 04321.000 G &RAGE SWIVTG- LEFT misc. DETAILS 160 MPH EXP. C a A.%&AIrm A DATM �J/ 2 9 /17 0 SHEET D4 P1W COPY., . .............. ........... og Permit # Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass 'Type Metho,�,.-1 oAttachment f Pressure Design Pressure Number 1/4" concrete screw t 8e distance @ head, 4" edge Swing door (+36) (47) (+67)/ (-67) Therma:-Tru Smooth Star distance @ jamb, 4" each side of transom FL20461,17 N/A centerline to bucking, Fastener spacing @ 15" o/c max, @ head and jamb. Min. embedment of all anchors to be 11/4" Type 1: 3/16 1" or 1/4" ELCO Ultracon anch r 64' max. from corners, 113/4" o/c at jamb, 16" @ head. 11/4" embedment. Type It: 3/161:1 or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4 JR o/c at jamb, 10 1/4" @ head. 11/4" iH Window (+38) (-48) (+50) (-50) Ply Gem Ply Gem 1500 FL161031-R9 Non Impact embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requiremerts. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 11/4" embedment. Type It: 3/16" or 1/4" ITV concrete tapcon anchor. 6" max. lindow (integral (+38) (-48) (+50) (-55) Ply Gera Ply Gem 1:500 FL161001-R6 Non Impact from corners, 8 1/2"o/c at jamb, 6" @ head. 11/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontalIV, one midspan vertically each side. Install per manufacturers recommended require tints. 1/4" concrete tapcon anchor, 2 1/2" minimum edge distance, ing Glass Door (+33) (-41) (+50) (-50) Ply Gem Builders Series FL14634.2-R3 Non Impact 60 max o/c from corners and 20 3/4" max o/c elsewhere top, 4780: vertically and 2 1/2 min embedment. 1/414 concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and bottom, que single door (+36) (-47) (+47) (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A Top and bottom centerline of each door slab get tapcon. Rest fith transom of vertical o/c spacing is 14" may. 11/4" e nbedment. 3/814 x 2-3/4" Hilt! sleeve anchors 6" from ends 22" O/C a or (+29) (-35) (+46) (-42) Clopay 16.2x7 73 W6 FL16546-6R9 N/A Use galvanized (zinc co-,,! 11 or 12 gauge, with at least 3/8" dia. heads, ior,,'-- ".-'_'nough to penetrate through plywood or 3/4" into bc,"Jrds, Use 4 nails per shingle Roof IKO Cambridge FL7006.1-RIO placed 6-1/8" above the butt ege, approx. I" 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 Fider-layment Interwrap RhinoRoof U20 F1.15216.1-113 gauge 1 X" annular ring -shank nails, spaced 6" o.c. at all laps and three stagger d rows fastened 12*' o,c. in the field of the roll Soffit +31.6, -38.8 (+157) (-46.1) PlyGem Variform Soffits FL24161.1 1/40 x 20 stainless steel or ELCO Panelmate with minimum -ane Panels Less Hurricane Storm embedment @ 13/4" in concrete / masonry, 2 1/2" min. edge han 6' span (+47) (-53) panel MFG. 24 GAGE FL16293-R2 distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4PJ x 20 stainless steel or ELCO Panelmate with minimum 'icane Panels 6' Hurricane Storm embedment @ 13/4" in concrete / masonry, 2 1/2 min. edge oan or more (+45) (-50) panel MFG, 24 GAGE FL16293-R2 distance, 12" o/c may. spacing. Can be he ded screw or all thre,'id, iL ut with wing nuts. Install per quirements. (stem Sheathing Huber Wall Sheathing 17147.2-R2 Design Group II'm 41 N. RONALD REAGAN BLVI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 --Kw SUBDIV & LOT.- CREEKSIDE LOT #22 ARCHITECT: 81 A - CI F F FLORIDA r, 7-, _ ROLAND A. ABOUCHACHA I AR NO 93723 1 PR,XN'T DATE: 09/29/17' SCALR: 1/4"=1'-0" _9�r7i_T File Copy NOTE: IF ZIP SHEATHINGS SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES F-REFORMED CONTROL JOINT FLAKE OF CONTROL JOINTS BE WIRED TIED TO LATH 9' O.G. MAX (VERY.). NOTE: DO NOT FASTEN CONTR '01NT WALL EVEN IF STUta =xIST5 BEYOND EXCEPT 5i„APLES tL U' LEG MAY BE U5ED TO TEt �EGURE CONTROL JOINT i)URING INSTALLATION FASTENERS TO 6E SPACED — a 1' O.G. MAX VERTICALLY * 0 1 " THICK, 3 COAT CEMENT PLASTER WR5 LAYER 02, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (VERT.) O.G. MAX AT SUPPORTS WR5 LAYER 01, STUCCO WRAP WOOD SHEATHING OR 1/16' ZIP SHEATHING 5Y5TEMNSTALLED PER C�,ANUF S --7G- a' TO 4' GAP Mhl LATH SHALL NOT 5E CONTINUOUS 6' TO a' MN 6' TO $' MIN. THROUGH CONTROL JOINTS BUT SHALL 5E 5TOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. &' TO 5' 1.10.1.4 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON \ FOR TO NAILS STRUCTURAL STUD 1. F.45TENER5 LATH BE OR STAPLES IN COMPLIANCE W/ ASTM CIO&3 2. WIRE TIES TO 5E (NO. 18) 0.0475" WIRE 3. 15LOCKINGS SHOWN MAY 5E IN ADDITI01�1r \ TO WALL STUDS REQUIRED PER PLAN / 1 "M" TYPE CONTROL JOINT nI. FOLD INWARD PT. A 1. FOLD INWARD + / PT, A 2. CREASE + PT. B 3. CREASE + PT. C aFOLD NOTE: IF ZIP SHEATa41NCi SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCE1:)URE5 FELT UNDERLAYMENT SHINGLE ROOFING DRIP EDGE: OVERLAP 3', EXTEND 1/2' C-SELOW SHEATHIN[a, lGI-14NIGALLY FASTEN 4' O.C. MAX. 1. FOLD INWARD + PT. A 2. CREASE + PT. 13 FOLD e 45 I. FOLD INWARD + PT, A 2. CREASE + PT. 5 3. CIWASE + PT. C 4. FOLD PT. C OVER PT_ 5 TILL PT. C TOUCHES BOTTOM FLANGE fty EiOT'TOM FLAIJrE WATER TIGHT SEAL. FOLD, 22 to -I CUT. ' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT DEMENT PLASTER (CMU) �WRB LAYER 02, FORTIFIBER 5UILDING PAPER (FRAME ONLY) WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) LAP LAYERS OF 5UILDING WRAP OVER NAILW_* FLANGE, STOP WRB AF'PROX. 1 �' A50V9= SHINGLES (FRAME ONLY) :.. FR rIE OR CMU EXTERIOR ::.. F ROCFAUALL SCREED I5xb MALL FLASHNG ` KICK -OUT FLASHING (SE z DETAIL) FASCIA WRAP a \ \I NOTE: APPROVED BUILDING WRAP SHALL 5E LAPPED A MINIMUM OF 6" is VERTICAL LAPS (ROLL ENDS) # 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO 5E TAPED WITH FORTIBER SHEATHINGS TAPE .� I1' MIN. LAP + METAL LATH \ iE X X X—�, a b" MtN PAPER LAP FLOW ONLY / WR13 LAYER 02, FORTIFISER / BUILDING PAPER j SCALE. DETAIL WATER TIGHT SEAL (SEND OR SOLDER, DO NOT CUT) LATH VERTICAL LAP TO BE 1' METAL LATH WRB LAYER *I, STUCCO WRAP VERTICAL LATH & PAPER DETAIL NOTE: LAPS OF METAL PLASTER 5ASES SHALL BE SECURED TO FRAMING MEME3ERS. THEY SHALL 15E TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-MM). AS PER ASTM C1063 1.0.1. NOTE: FOR REPAIR OF TEARS IN WRI3 LAYERS, TEARS MAY ESE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF CEMENT NOTE: IF ZIP SHEATHINGS 5YSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD 5TUD5 SHEATHING — OR 'V16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) BU ILD NG — PAPER STUCCO NOTE: IF ZIP 5I4r=ATHING 5` 6TEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES J' THIGK, 3 GOAT! Et.!E�, r PLASTER METAL LATH WR5 LAYER 02, FORTIFI5ER BUILDING PAPER WR15 LAYER 1*1, STUCCO WRAP WOOD SHI=ATHING OR 1/I6' ZIP SHEATHING SYSTEM ( INSTALLED PER M*NUF. SPECS.) V LAP + LATH V LAP + PAPER HORIZONTAL LATH & PAPER DETAIL,, 5 99 LT 99 N.T.S. 7/16" ZIP SHEATI-LING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING OR CMU WR5 LATER 001, STUCCO WR,4 = (FRAME ONLY) THICK, 3 COAT GEMENT PLASTER (FRAME), 1/2" 2 GOAT CEMENT PL45TER (CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVEN:' ROOF/WALL SCREED S"XS" "L" TYPE cONTINUOU5 GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE DO NOT NAIL, INSTALL WITH ROOF GEt-LENT ROOF PER ELE VAT I ONE: F'LAH1- 1 CUT AND OVERLAP ON SIDE OF f SELF -ADHERING MEMBRANE FLASHNG STEP *1 INSTALL FAS ENER5 (CL STRAPS, STA LES) AS REQUIRED TO SECURE PIPE/ WIRE T FRAMING SECTION NOTE IF ZIP SHEATHING SYSTEM IS INSTA LED, PLEASE SEE MANU ACTURERS IN5TA LATION PROCEDURES 6'x�o' SELF -ADHERING MEMB FLASHING (COMPATIBLE W/ H ; WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO f ` GUT AND OVERLAP ONE SIDE) ty SELF -ADHERING MEM5RANI_ 02 FLASHING WR5 LAYER 01, a*' IC -CO WRAP 5 LAYER 02, FORTIP15ER LD ING PAPER I'AL LATH :6' 5ELF-ADHERING MEMBRANE *HIND OVER 4'x4' -F-ADHERING MEMBRANE %5HING OVER APPROVED USE WRAP. *HIND TO EXTEND ONTO PIPE I 4' 5ELF-ADHERIN63 MEMBRANE %5HING OVER APPROVED USE WRAP. *HIND TO EXTEND ONTO PIPE i CONT. 5EAD OF SEALANT TALL APPROVED HOUSEWRAP AIR LTRATION 5ARRIER OVER =ATH ING 45TOMERIC COATING OVER STUCCO/ FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 I ii. Exterior lathing and plastering II Exterior use of portland cement plaster it shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12.A. 34�F�FE FENEfiiRAfilON DETAIL (f=fR41-1E) ND IDRAIN PLANE (1UR &TUCCO ImURAP) OR5 LA®rER #2 «ORTIFI U I L D ING PAPER) M E T 4 L L A IE WOOD 5�4E ATE Il l OR 1/1(0" ZIP SHEATHING 5Y6TEM (IN5TALLED PER MANUR 5PEG5.) 5E LF - ADZE 5 I VE�,�>�- NOTE: METALS LATE -I: LATH TO Fz FER 5ECTION R1 O3.1.1 / A TM G - a-41- Off, M 1N. 23 LE55, PER 50. CUTILITNr OR NOMINAL L_AT�4 DOES NOT MEET 5PEGI ICATION&) IC $ T E C T Design Ins.. /G :1441 N. RONALD REAGAN BLVD. p LONGWOOD, FL 32750 PH:407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV. ,. CREEKSIDE LOT #22 160 MPH EXP. C ATE OF:, F LOF11D, REM PRINT 09/29,/11- y �iprrruemmctv..maw.. t WAI File Coi NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURE5 BACKER ROD WR5 LAYER "I, STUCCO WRAP 6A DRYER VENT INSTALL 6" SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(5) AND 50TTOM FLANGES OF NON-MOV,45LE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE I- 5OTTOM, 2. SIDES, 3. TOP VENT CAP IS TO SE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO SE TOOLED SO A5 TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, y¢" CAULKING -m JOINT ALL AROUND HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIF15ER BUILDING PAPER WOOD SHEATHING ( FRAME) OR l/W ZIP SHEATHING 5Y5TEM (INSTALLED PER MANUF. SPECS.) WOOD SHEATHING (FIBER &" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING— ,. FLASHING ER rcH COAT (FRAME TO BLOCK DRAINAGE PLANE (WF5 LAYER #1, STUCCO U IF 4F) L,4 T ER #2 (PORTIFI5ER 5UILDING PAPER) METAL LAVA x x x x 5TUCC0 . WOOD 5�4EAT�41NC� OR 1116" ZIP SHEATHING 5Y5TE1"1 ( INSTALLED E'ER MANUF. SPECS.) 5ELF-ADHE51VE FLASHING — — — — - NOTE: METAL LATH. LATH TO 5E PER �=CTION R103.1.1 / ASTM C - a4-1- 0g, MIN. 2.5, L55. = R 50, )'ARD (UTILIT)" OR NOMINAL LAT�4 DOES NOT MEET 5PECIFICA11ON5) BUILDING PAPER OVER "QUICK FLASH' PIPE THROUGH U),4L L W SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH" S PREMANUR DRYER VENT GAF (SET IN GONT. SEALANT) ANT m SIDES OTNj: PENETRATION 8G,4LE: N.T.S. ELEG. METEI VERIFY LC 1 v >« V= I Y= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/SACK- ROLL PRIOR TO ELEC. METER INSTALLATION WOOD CONSTRUCTION 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. 6PEC5.) OR WOOD 5HEATHING WR5 LAYER 1*1, STUCCO WRAP WR5 LAYER 02, FORTIF15ER 5UILDINC� PAPER $" THICK, 3 GOAT CEMENT PLASTER �/a` TO �'a" MID -WALL WEEP SCREED 5ELF-4D�4E6IYE -, FLASHING ! WOOD FRAMED WALL ►-A HORIZONTAL WEEP SCREED (FPA- E TO FRAME) NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES C. METER FIELD :IFY LOCATION 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT 1~'fRlOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC I6OCYANOTE-I=OLY5LEN ;L�FOAM " i r �T— n t n -"'Ii ir—t.n �R 511v1I IL+—tl1.) 1`' /F LY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O 5CRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND D I5CONNECT EL]ECTRICAL CONDUIT PENETRATIO%T APPLY E—Z BEAC OVER 60 MIN GRADE "D" FELT —PROVIDE SEALANT AT ALL JOINT5 AND INTERSECTIONS 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) ' WOOD SHEATHING N WR5 LAYER *1, STUCCO WRAP �f WRIB LAYER *2, FORTIF15ER BUILDING PAPER METAL LATH WOOD 1/8, TEXTURED CONSTRUCTION :FINISH O WOOD FASTEN TO WOOD STRUCTURAL MEM5ER * l" O.C. MAX S' CMU Ya` TO V MID -WALL WEEP SCREED `--W WIDE STRIP SELF ADHI=SIVE FLA54ING, CLEAN MA50NRY 5EFORE APPLYING y TEXTURED FINISH 61 MA50NRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES .o.,.o.o 4 G ' G O . p p . O • . O . p p . O O • O O O • . O O !O 0 0 .0 0 .0.0.0.0 5TEF 5TEF (6)ELECTRICAL RECEPTAC?,-F ELASTOMERICI COATING OVE STUCCO/ C.v. ;,aye ; (SEE TYPICAL SECTION) METAL LATH m REAGAN BLVD. FL 327504.607874-4078ngroup.com03325 N g a o o a � x4 G hK xwl' - --4-i 1 3 k ,� . CREEKSIDE LOT #22 PP.Oi]CCT# 04321.000 GARA,GIE SWING: I_E FT WALL ASSEMBLY DETAILS i 60 MPH Up C ARCHITECT - OF O• D. ii r , ., .- , PRI]qT D9 29 1 . E'� / / 7 WA2 L WOOD SHEATHING WOOD CONSTRUCT170N `/4" HAT CHANNEL JA/5" TYPE llX' r.>f ,.UCOD SHEATHING— WR5 LAYER 01, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WR5 LAYER 01, x STUCCO WRAP AMICO 14mbb-LLFWC-150 SCALE. 1 1/2'=1'-0 REED P 5CREEL) &' SELF-ADHEREING FLASHING WRAPPED TOP OF WEEP SCREED TO SHEATHING BELOW ------ WR5 LAYER 01, STUCCO WRAP ti WR5 LAYER 02, FORTIF15ER BUILDING PAPER rt SELF-Al;)HEREING FLASHING WRAPPED CORNER OF CANTILEVER 1 IETAL LAT�4: LAT� 4 TO 5E PER SECTION t"I I N - 2.5 L 5 6, .45T�l C.a4l.Oc3/ f=EfR 50- **"rAfRZD (UT IL17'r OF, NOt'-11NAL LAT�4 DOES NOT 1*-1EET 5F[ECIFIC,4TIONS) NOTE: WOOD UCTICN IF ZIP SHEATRING 5YSTr=-1 16 INSTALLED, P-EASE 8EE MANUFACTURERS 7H R I&TIVE �oo lo INST TIC PROCE ol lo 3/4 RESILIENT HER RE5i5 HAT CHANNEL BARRIER *2 YL :1-45_!NG BEAD 110 T 3 COAT SEMEN- 1 ER T'i'F4 ETAL LATH W/TEXTUI; WOOD SHEATHING FINI OR 1,16' ZIP SHEATHINGS SYSTEM H1 AT C E t (INSTALLED PER MANW. SPECS.) -(2) 2xI2 HEADER 4' POSITIVE DRAIN VINYL CORNE WEEP SCREED VINYL 5EAP NO GA =TELr (SHOWN F(f" -ARIFICATION OF SEPARATE --'SORIE6 ONLY) DRIP EDGE INSTALLATION NOTE: IF ZIP 5+, "' is WOOD CON5TRUCITO`, INSTALLED, PLEASE SEE I,. 0 MANUFACTURERS WEATHER RESISTIVE INSTALLATION PRO C:EVURE6 - BARRIER *I WEATHER RESISTIVE BARRIER 02 VINYL CASING 5EA12 THICK, 3 COAT CEMENT PLASTER mcmpmrnpw M _t 5/6" TYPE 'X" DRYWALL t-IETAL LATH W/TEXTURED 4 PAINTED is ?10WAM% 5y5Tr=m FINISH CWF/i ANLF. 5PEC5J THICK, 3 COAT CEMENT PLASTER r VINYL CORP. 41 VINYL CORNER BEAD POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) RIP EDGE INSTALLATION EXT. WOOD FRAMFI;) WALL --FLOOR DECKING �R' GV TRU65 WEATHER SISTIVE WEATHER RE IVE BARRI q THICK, 3 COAT GEM V PILASTER METAL LATH WOOD SHEATHING 4" POSITIVE DRAIN WEEP SCREED N AP IN FIELD (SHOWN FOR C IFICATION Or - SEPARATE A SSORIES ONLY) EDGE L�cGENrw DRAIN Si i z� 'e_� _1,L14NE (WfREI MR5 LAWE R #2 CT I1= 5UILDINrS; 1 IETAL LAT�I STUCCO L�UOOE� C 1 711ATH ING EXTERIOR GRADE DRY WALL J" THICK,.3 COAT CEME PLASTER VINYL CORNER 5EAD -VINYL CASING X—X—X—X .1 d . . _. 4- XI JL 11 J_j ) 61MULA WOOD (TRE zLLER, CONTINUOUS WATER PROOF1 Ist LER z' NOF11' Ist _ �T_ _, LAYER (2 LAYER EEL STICK) WRAPFF�' )m BALCONY DECK T CANTILEVER _v . (oll FEEL 4 STICK -a DRIP EDGE TO DECK---\ 14A CORNER \1 /k 2 1/211 k C 0 R N E1`3\1 _13) E A 1j" GE M IN, I DRIP )14MAP FOR BACKER pll;� 4 SEALANT VINYL CA51NG BEAD WEA IR 515TIVE e5o"RR R 01 WfATHE 616TIVE 6A R;k vl*�2 PEC,K MEMBRANE, A7'fEND OVER DRIP EDGE 3" X 3' 2(o GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y2" MIN, SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER FEEL 4 kLICK) WRAPPED FROM LCONY DECK TO CkTILC ',EVER , 3 COAT CEMENT PL ER META ATH WOOD ATHING WEATHE E616TIvE BARRIER WEATHER 15TIVE 2x FRAI LING t-lE1 15ER THICX 3 COAT CEt-1ENT PLASTER CORNER 5E,41) F,46TENED TO e I" O.C. I`1AX. WR5 LATER 11, STUCCO Wf;R,4f=l WOOF-) 5HEATHING 1 IETAL LATH WR5 LAYER :12, FORTIF15ER SHEATHING ------ ,WEATHER RESISTIVE BARRIER WEATHER RESISTIVE i. BARRIER #2 FEEL 4 STICK /-I X2'x3" "L"FLASHING FULLY EMBEDDED IN ROOF CEMENT low I V X 3" 2(o GA. GALV. METAL DRIP EDGE "GAP FOR BACKER SET IN FULL BED OF 'OD 4 SEALANT SEALANT,, ' MIN. SPACE FROM DR11' FACE TO TREX WEATHER RESISTIVE INYL CASING BEAD W RE515TIVE ATER PROOFING let RIE 02 AYER (2 LAYER PEEL, XT Io COLUMN .,;a �b 11ULUD I -, - STICK) APART f(': RITY i N SHEATHING S.A.F. IX2"x3' VFLA5HING FOR FULLY EMBEDDED IN ROOF CEMENT mi I GALV. Y2; X 3' 2 (a, GA. C .................... METAL DRIP EDGE 1XI T IMULA SET IN FULL BED OF p SEALANT, MIN. A �6 ONILLILER, OD SPACE FROM DRIP TINUOU 'FACE TO TREX Y4' GAP F SEALANT VINYL CASING DEAD OPT. 5 ER ROD. WATER PROOFING lot MOP( 90 LAYER (2 LAYER PEEL 4 3/4 SILIENT 5T]C<) WRAPPED FROM H HANNEL BALCONY DECK TO CANTILEVER YIN CASING J: THICK, 3 COAT CEMENT ....... . .. . ASTER woor') &HEA31.N<� I r OR 111W ZIP SHEATH SYSTEM (046TALLEP PER MA , SPECS.) WRI5 LAYER 0 STUCCO WRAF WRIB LAYER 02, FORTIF15ER 5UILLDING PA ER METAL LATH THICK, 3 COAT CEMENT PLASTER &'6ELF-AD ERINC :)Rif=, C114F BUILDING 1''APER WINDOW t--LANGt BEAD @) FRAME' CORNER 5E,4LD (FASTENER 4 I&FACING a I" O.C.) cltl*-iu V TH1C<, 3 CO,4T CEtIENT PLASTER APPLIED DIRECTLY TO 1-1A50NRY (6) 1: 3L0C F'E DRYWALL = M L LATH >,7URED 4 PAINTED WO SHEATHING 'THICK, 3 COAT CEMENT 411 WEEP 5 PL,45TER NO GAP IN FIE VINYL CORNER BEAD (SHOWN FOR CL FICATION C! VINYL CASING LEAD SEPARATE ACCE RIES ONL BALCONY DRIP 11C EDGE INSTALLATION Ca) COLT (W/ " L FLASHING) SCALE.- NITS NOTE. IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE X MANUFACTURERS INSTALLATION PROCEDURES x WOOD 5HE,4THING 5 L,4YER 01, STUCCO WR,4f=l 1 7 WR5 L,4YEfR 112, FORTIF15ER I BUILDING FAFER t'IETAL LATH (EXPLODED i5tl THICX, 3 G0,4T CEMENT VIEW FOR FL,4&TER CLARITY) UJR5'LAYER 01, 6TUCC WRAP WRI5 LAYER 02, FORTIFIE3ER BUILDING PAPER A. METAL LATH THICK, 3 COAT CEMENT PLASTER WSELF-ADHERING FLASHING 1pfRIF GAP WINDOW FL,4NGE CASING BEAD @) WINDOW 15BI _E_1 -F-) A -k Ar -L-1 -K T f-% T7 A X T T--\ '\ ------- - - ----- A T S m- roupInc. .1 N. RONALD REAGAN BLVC LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7 -7 7 4-40 7 8 www.abdesigngroup.com AA #: 0003325 0 SUBDIV LOT,: CREEKSIDE LOT #22 ARCHITECT- TATE OF FLORIDA ROLA,,ND A. AWUCHACRA NF1 NO 93723 amayflam" PRINT n ATZ: 0 9 / 2 9 /17 SCA,LEh 1/4"=1"-O" SHE,ET merle Opt, WOOD 5I-IE4THING WRB LAYER #I, STUCCO WRAP WR5 LAYER 1*2, FORTIF1 ER BUILDING PAPER METAL LATH " THIGIG, 3 COAT CEMENT PLA5TER 6 "5ELF-,4DHERING FLASHING VINYL ANGLED_, CASING BEAD DRIF CAP WINDOW FLANGE 15C NOTE- IF ZIP SI-EEATHING SYSTEM IS INSTALLED, PLE,45E SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WRB LAYER #1, STUCCO WRAP x WRB LAYER 02, FORTIFIBER j BUILDING PAPER I 1„IETAL LATH letj (EXPLODED TkCK, 3 COAT GE1 IENT VIEW FOR PLASTER CLARITY) WRB LAYER #l, — STUCCO WRAP VINYL ANGLED WRB LATER 02, FORTIFIBER BUILDING PAPER ; r METAL LATH I THICK, 3 COAT CEMENT PL,45TER &"SELF -ADHERING `� • ' FLASHING DRIP CAP WINDOW FLANGE CASING BEAD WIND0 V (FRAME, W/BAND) WOOD &HEATI41NG METAL LATH WR5 LA~I'ER #1, STUCCO WR,4P WRB L,4'r-EfR #2, FORT IF I5ER BUILDING PAPER THICK, 3 COAT CEMENT— PL,45T3R VINYL ANGLED CASING BEAD VINYL C451NG BEAD NOTE - IF ZIP SHE ATH ING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES � � I 1 ' I 1 UJR5 L74` E R #1, I iX TRl'IR%iLE a 6TUCC'M SIDING TR 51DING WOOD CONSTRUCTION WEAT2ESISTIVE — BARRIE ING ' ING REVEAL 6' SELF -ADS IERING FLASHING STARTER STRIP— SIDING TO STUCCO C) BLOCK TO FRAME "0 A TRANSITION T rER 02, FORTIF[eER JG PAPER SHEATHING WRB LAYER #I, STUCCO WRAP HEREING ,, PEEL 4 STICK. t b' BELP-AD►-IEf21NCs FLASHING WEATHER RESISTIVE BARRIER *1 - " WEATHER RESISTIVE BARRIER *2 / FLASHING DHI=RINCx GALV'D METAL 7' FLASHING DO NOT CAULK OR SEAL OPENING ANT NOTE: METAL LATH: LATH TO BE P1=R SECTION R-1 03.1.1 / 45TM C - 8�4-f - 03, MIN. 2.5 L55. PER SCE. `rARD (UTILIT'T' OR N01�1INAL ,LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION BEYOND ! I 1 WEATHER-75TIVE i * BARRIER 2 WR5 '>' s =j fi C - e 1 I R EVE 1 I BU I L. D IjNFE G F b' SELF -ADHERING 1 I FLASHING I METAL L=AT�4 STARTER STRIP i DO NOT CAULK OR - 811 T�ICX, 3 Cr SEAL OPENING X PLODED VIEW FOR � �� 171FLAGALVIMETAL 2 FLASHINC�a CLARITY) I Y4' X 6' 61MULA*?7�- WOOD TRIM MEI`!'� , E-Z BEAD VINY . (W/" FLEXIBLE BACKER ROD) \\\\\\ (W SELF -ADHERING FLASHING -Y&' THICK, 3 CO CEMENT PL WEATHE STIVE- I r�l A SAND (FRAME) � II � &CA.-E: 1 1/2 =11_0a SIDING TO STUCCO c) FRAME TO FRAME rin _D TRANSITION — 1 THICK, 3 ;-OAT CEMENT PLASTER SEALANT METAL LATH 1 r e e I I WINDOW FRAME ........................................................... WRB LATER 02, FORTIFIBE� BUILDING PAPER AX E-Z BEAD VINYL CASING lW/3/a" FLEXIBLE PVC 5AGGER ROD ' WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING I MEMBER I (o" SELF ADHESIVE FLASHING I I y WOOD SHEATHING ' 2X FRAMING MEMBER DETAIL ]BELOW EXPLODED FOR CLARITY - R �w `/ Y�" GAP TYP° THICK, 3 COAT CEMENT 4 CASING BEAU PLASTER i SEALANT TO WINDOW METAL L,4TH r I I WINDOW FRAME I I I I Al� WINDOW FLANGE WRB LAYER 1*2, FORTIFIBER BU ILD ING PAPER WOOD SHEATHING WRB LATER 01, STUCCO WRAP 6" WIDE PEEL 4 STICK OVER FLANGE E —Z BEAD VINYL CASING I 2X FRAMING CW/3/8" FLEXIBLE PVC BACKER ROC; ' MEMBER *APPLY FULL BED OF SEALANT BETWEEN 1 FLANGE 4 BU ILD ING WRAP BUILDING WRAP { r y ------------------------_ _-_.__-------- ------ - �' SELF -ADHERING Ki nc,uiwir_ c= P51STIVE TO LAP VE TOP -I ING (t 6 A f RR *RESISTIVE WEATHER RESISTIVE BARRIER *2 GALV'D METAL 'Z' FLASHING _ DO NOT CAULK OR SEAL OPENING THER RESISTIVE TRIER *1 TO LAP ABOVE TOP SLASHING WEATHER RESISTIVE BARRIER 02 TF-:3 E A D WINDOW CASIN DRAINAGE PLANE (UJRB LAYER #1, STUCCO WR,41=) WRB LAYER #2 CFORTIFIBER BUILDING P,4PR) 1" ETAL LATH X X— X 5TUCCo L 7 WOOD 6�4EAT�4 ING OR 1/16' ZIP SHEATHING 5YSTEM (INSTALLED PER MANUF. 5PECS.) SELF-ADHESIVE FLASHING , RIO H ITECTS D esign 441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 ,4UBDIV. r IX�T: CREEKSIDE LOT #22 mm ARCHITECT - STATE OF FLORIDA MAID0%2 'Elm :• row"! I Ut 1 PRlNT 7t4,7! 00/29 CUT HOU AT 45 ` 4 MOD IFIEI IN HOUSE L INE OF OPENING APPROY OVER 5}• WO STUD INSTALL W SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I' BELOW 5 FLEXIBLE F Do NOT BE FIN EMPORARILY OLD -UP 4 SEC IaUSEWRAP (01 LICK FLAP UND t HEAD FOLD HOUSEO IN AT JAMBS 4 SLOPE BILL R: INSTALL &' SELF- ADHE FLASHING C vINYL HEAT FLASHING (' DAMS) NAIL FLANGE EXTEND $ELF-ADHE FLASHING I' BEYOND J" FLASHING NSTALL vli CAP ALIGN FL45HING Wr INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGEE& (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP A5 T+- FLASHING AT THE APPLY 34' NOM. :ONTINUOU5 BEAD )F SEALANT AT AMBS AND DEAD or APPLY TO BACK OF JINDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED 40LES OR SLOTS. o FOLD DOWN D I AGC: ACRO! W INDO UIDE ADHESIVE - EXIBLE FLASHING )VER DRIP CAP FECTO-WRAP EQUIV) 1 1mmiumloll Y T lvIND0-'*""l,/V- FLASHING INSTALL11Tf()N DETAII- L' (FULL WT-111,APS' ._ ..cHLe: Nrs NCTE : F ZIf= 514EATkNGP &Y6TE(l 15 IN:�T4LLEID, FLEASE 6EE t4IANUFACTUfREF,�6 N6TALL4TICN FF;�0CEE:)u F-111"Es INSTALL WINDOW — PLUMB, LEVEL AND SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS ,,. —APPLY MEMBRANE �°`� FLASHING OVER JOINT I. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTIOI 2. INSTALL ALL. MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WIT+ DOW IISS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK 1 i NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOW5 WITH EVIDENCE OF WATER INTRU5[ON BELOW THE ', ? WINDOW OPENING MOTE: -- SEAL INTERIOR PERIMETER OF WINDOW WITH 5E AL ZNT 1 T 441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 a .. CREEKS IDE LOT #22 PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING I60 MPH EXP. C--,- A R 0 H I EFCD." STATE OF F'LOPIDA C , 1/4„_1,-O" T WA5 Pile 2xro 5U5-f5 AND W/1 "x4" NOTCH 6 END, WRAPPED IN FEEL 4 STICK DRIP EDGE 7/V TEXTURED FIN 15H 5 WOOD 1/2" TEXTURED FINISH a CMU MET,4L F,4 �41 I� F � 1 � 2Xh SUB I 1 I � J � METAL F,45C I,4 WRAF Ys" FROM STUCCO, 11, FROM WOOD WALL EXTERIOR WALL 1 (FRAME OR CMU) � NOTE: NOTCH FOR 2X(o 1 ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (5E,r0ND) DRIP EDGE, 1" OFF WALL NOT INTO 5TUCC0) 1,/5" TEXTURED FINISH J WOOD, 1 /2 " TEXTURED FIN15H e CMU 2x(o 5U5-5 AND W/1 "x4` NOTCH e END, WRAFFED IN FEEL 4 STICK METAL FASCIA WRAP i" OFF WOOD WALL. SU5 BAND 2" OFF WOOD WALL r 1/8' TEXTURED.- F IN I SH WOOD, 112" TEXTURED FINISH CMU X x x x METAL LATH x x x x A x WOOD SHEATHING x x x x x OR CMU ;. WRB LAYER M, x x x x x x STUCCO WR,4E' (FR,4ME ONLY) x x x x x x x x x x x x WR5 LATER 02, FORTIFIBER x x X x x x x x X x x x x -- eUILDING PAPER (FRAME ONLY) x x x X X x X X x x X X X x x x x x x x x x x x ROOFING CEMENT - - x x x x X X x x X x .- DRIP EDGE x x x x x x x x x x x x x x x x x X ✓'r�r f f/- / -/ _ i METAL KICK OUT x x x x xf,- f- f- / 4- NOTE: IF Zlfi' SH€ATI-IINCz SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3u FRAME OR CMU FELT FAl`'EF DRifi=l EDGE (REFERENCE POINT ONLY FOR WALL OFF 5ET OF COMFONENT5) METAL FLASHING, WRAF'F'ED MIN. J�" A50VE 50TTOM OF DRIP EDGE 2x 5U8-5,AND W/tv2 11x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT gi) ROOF EDGE OMITTED FOR CLARIT"r FRAME OR CMU WALL KICK -OUT FL,45HING FELT F=,AF'EfR DRIP EDGE (REFERENCE F'OINT ONLY. FOR WALL OFF SET OF C0MF0NENT5) METAL FLASHING, WRAFF'ED M IN. y4" ,45OVE 5OTTOM OF DRIP EDGE 2x 5U8-8,4ND W/V "x4' NOTCH tD END, UUR,4FF'ED IN PEEL 4 STICK ROOF CEMENT e ROOF EDGE OMITTED FOR CL,ARIT't' T 'a T 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 SUDDIV, r CREEKSIDE LOT #22 ARCHITECT STATE OF FLORIDA I ROLAND A. ABOUCHACRA, NO 437�3 PRINT 09 f 29/1r7 14 : 1/4"=1,_Q» 4MET IV