The URL can be used to link to this page

Home My WebLink AboutBuilding PlanA R C H I T E C T S 99�� ( o 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR: *FLORIDA BUILDING CODE, RESIDENTIAL, AW. ABOVE 5TH EDITION 2014 A/C LAv. LUMINOUS / AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES ADJ. ADJUSTABLE M.C. MEDICINE CABINET D.R. HORTON HOMES ALT.ALTERNATE MFR. MANUFACTURER OCCUPANCY - RESIDENTIAL, GROUP R3 AMP AMPERAGE MIN. BD. HOARD MTp, MINIMUM 1430 CULVER DRIVE NE METAL ®CONSTRUCTION TYPE - VB cL CENTER LINE MTL. METAL PALM BAY, FL 32907 °MIN, INTERIOR FINISH - CLASS B CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER TEL: (3 21) 7 3 3 — 7 0 9 2 • BASIC WIND SPEED - Vult=160 MPH CLR• CLEAR PL PROPERTY LINE Vasd=124 MPH Coxc. CONCRETE P.B. PUSH BUTTON FAX: (3 21) 7 3 3 — 7 9 7 2 • EXPOSURE - C CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE • 1-STORY RESIDENCE - D. DRYER PLYWD PLYWOOD • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL D G DUAL GLAZED PR. T. PRESSURE TREATED AND STATE CODES DLL. DIAMETER R. RIB 1' 1 L, �F' FLORIDATDmi. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN a GRILL PROFESSIONAL ARCHITECT: DP. DEEP REF. REFRIGERATOR mi. DR. DOOR RM. ROOM JAMES J. CANTWELL D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG AR NO. 12079 En EACH SHT. SHEET SQ.FT. CALC.'S ELEV.A. ELEVATION SHTHG. SHEATHING EQ• EQUAL sm. SHOWER A.B. DESIGN GROUP, INC. EXHAUST mt. saam 1441 NORTH RONALD REAGAN BLVD. ENT. MZRIOR = GLASS SLIDING F.G./FX • FDIED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD LONGWOOD, FLORIDA 32750 FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION Tel: (4 0 7) 7 1wy 4 — 6 0 7 8 FLUOR. FLUORESCENT SC SOLID CORE LIYINCs 1916 SQ. FT. FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS Fax: (407) 774-4078 LA�e FTG. FOOTING THK. THICK 430 SQ. FT. GA. GAUGE T.O.C. TOP OF CURB ENTRY 16 SQ. FT. GAR. LANAI GARAGE T.O.P. TOP OF PLATE 8(0 SQ. Ft GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB PLAN REVIEW TOTAL G.F.I. GROUND -FAULT CIRCUIT M. TYPICAL 2362 SQ. FT. INTERRUPTER U.N.O. UNLESS NOTED DATE GL. GLASS OTHERWISE CHECKED BY: A/C voLUME 166ID4.1 I GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD, WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER BEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION t7Dlo --o33`7 ST. LL"CTF. CMUNTy PTi7:'T'C nn'T' VTF�}'EIS k0 C .'�E F RE y L'tNI D TTv _ C, DATE. PLANS AN),) dtTT mt, 17 , I�c.PT ON JOB GR 140 fNSPEC TIO; W, t LIE M #llE. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED nnopossD WORK ARE SUDJEOT TD ANY DORRKOTi 2ti'& gE0U1WEP1 DY pIgLO INSPLdOTORG THAT MAY BE NIDE "'y IN OhiJLeR TO BOMi'6Y'h1YLl "% n1't1LIDNAL1 CODES. INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 1B.1-SAFE LOADS PG 2 -FLOOR PLAN PG 3C-ELEVATIONS PG 3C.1-WALL ASSEMBLY PG 4C-FRAMING PLAN ?G 4.1-COTANwToR ScHF'DTUTLj PG 5-ELECTRICAL PLAN PG 6-HVAC PLAN PG DI -FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & NOTES PG D3-2-STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-PRODUCT APPROVAL PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N w W 0 F 4 W � � a- C F r— A 0 r F: �vsrrr�: & LOT: CREEKSIDE LOT# 112 PROJECT# 04321.000 �[OiJ�L: 4EBB nMPHEXP. pay ARCHITECT: STATE OF FLORIDA � awrws a DATE,- 3/30/17 StC :l/4"=1'-0" J) m 3e'-O" 12'-4" 10'-0" 4" 24"X24"XI2' CONC. PAD W/3-*5 BARS E.W. ON CHAIRS MIN. 3" COVER T DI DI DI d) CONIC 1 i6,-31/2" ■ I EXTEND DI SLA511/2" I 1 l• 0'-0" ELEV. 1=1N. CONC. SLA5 ■ I I ■ I■ 7' 5" 3'-4�� I II �I � II • � ■ I } IREF 4JL4JLDWJ II SHWR PANT I I 5INF: 1" PVC CHASE II FOR ELEC. I I ■ TO �I _ _ — ISLAND NCsE L- r 'q II r p Ll LID J L--J X al 411 GONG. - SLAB • 2X& ALL wG %. L LAY. �N 3 EXTEND END OF pVC. CHASE UP 12" A50VE COND. CONC. PAD a I � ■ I 0I-0" ELEV. FIN. CONC. SLA5 � I SLA ENID fi� 5 _, II F— PVC 15 1/2" �J\� CHASE 5 150L'LARD Ao Q DI PER 5LDG. CODE f I I I n I SLAB II I/2" -31/2" 4° GONG. ■ ■ ■ I SLAB F- 8 4 6 � 8 DI DI 3-4G 4'-4" rem it '-011 21'-4" 1 45 -f� TTP. a i47 2'-8" I, V(-)TTN TT) A 91PTnNT T-)T A AT NOTES: - VERIry CONDENSER PAD LOCATION WITH SITE PLAN - 1:LOOR ELEVATIONS AT ♦REQUIRED ECsRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF- THE FBCR 5TH EDITION (2014). VTR 2 1/6" j. F+ 1/2 I 2" 6 r I/2Ir 2' LAV WC 3, C-0 /4 4"1 Y 3" KITCHEN slIN< &W AUTO VENT 3 2 / I � 112" 11/2 / 1 112'1 � / I ' 1 1/2" -2" ( wC >I 21 I/2 LAY I I I SHWR 2 WASHER '2 PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) "8xl 1/4 SHT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. —/ GONG. W/ (2)-3/16"X2" 51 TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. ovER HEAD g 12" FROM STRUCTURE 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesaigngroup.com AA #: 0003325 iii;C a! 3/30/17 S W all 1 N. RONALD REAGAN SL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 3/30/17 1/4 =1 -0' IA A R to H i T E G T s LIVING ROOM 8'-8" CLC-s. I I I I I I PAN. ' -8" CLCx. LANAI 8'-a" CLG, L— 6 60b8 S.G.D. DINING ROOM a' -a" CLG. W.I.C. 8'-8" CLCs. KITCHEN r _ 8'-8" CLrz. LAUN. I c' " I LCB L__� I II BDRM. 3 88'-8' �i�fi\` OWNER'S SUITE 8'-8" CLG. 0. BATH V -8' CLCs. BDRM. #4/ DEN 8'-8' CLG. 0 (3 ;__-_-; 01- 00 O� n L-----� O o II II II BATH #2 8-8' LI i 8'-8" 3LCx. e BD M.# 6�W-8- CL(3. rl I I (2) 3ID52-&4 ECaRESS I ---- L— 3 L 14 Y T E"L S C HIIE D V L E GARAGE a -8 C Cs. ENTRY 8 -8 GLG. -------------------- 3 N� c ! L- z ertl W ^sTm4 094ETt LINTEL SCHEDULE LINTEL NO. LI=NGT+H tYPly COMMENTS L 1 li'-4' 8F28-15/IT L 2 L 3 7'-b' SFIb-15/1T L 4 - NOT USED L 5 - - NOT USED L b "'-b' 8F24-15/IT L 7 4'-b" 8W6-05/1T A5V. DOOR A58r=r-T5LY L 8 4'-b" 5FI6-15/1T I N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 va mabdesigngroup.com AA #: 0003325 CREEKSIDE LOT# 112 NOTE - THE LINTELS MAY BE SUSSTItUTED 1U17F-I LINTELS {=ROM ANOTHER yJ 30,1 7 MANUFACTURER AS LONGAS THE LINTELS ARI= OF EQUIVALENT OR DAM GREATER CAPACITY THAN TIDE VALUES STATED SC -® l IA"=I'—o 11 Ji_ O A R C R I T E C T S SAPS L CAD T/45L S FOR aRAVIT'r, UPLIFT E LATERAL LOADS roll PRECAST PRESTRESSED U-LINTELS P LENGT�SFS-IB�TSFS-IB Sub SPS-05 OF12-05 16-ID 20-0 24-0 28-0 32- 81=12-I5 8F16-I5 W20-15 W24-15 8F28-15 SF32-I5 2'-10" (34") PRECAST 2302 3166 3166 4473 4413 6039 6039 1526 1526 W04 W04 10412 10412 11936 11936 3'-6" (42") PRECAST 2302 3138 3311 4669 to001 1315 8630 S941 31ro6 4413 6039 I 1526 9004 10412 IM36 4'-0" (45") I=REGAST 2029 2325 2496 3461 4438 5410 1358 2646 4473 6039 1526 9004 11936 C54"> PRECAST 1651 1781 1913 2657 3403 4149 a10412 5644 2110 4021 6039 1526 9004 9665(64") PRECAST 1104 1223 1301 IS09 2311 2826 3846 1665 2859 5o51 6096 5400 6424 1450 5'-10"(70") PRECAST 972 lo00 1059 1414 1889 2304 2121 331 1459 2464 4144 5456 4437 5280 6122 PRECAST 93 i 1255 21(dl 3263 2146 3356 3911 4585 1255 2101 3396 526o 1134 8995 to890 C90") PRECAST 767 1029 1615 2385 1994 2439 21556 3333 1029 1615 2610 3839 5596 ro613 5041 (112") PRECAST 5-13 632 1049 1469 1210 1482 1154 2021 168 1212 1818 254d 346a 4:03 312t PRECAST 456 452 802 1125 915 1122 132 11535 658 1025 1514 2051 2114 3130 2404 PRECAST 441j 598 935 1365 1854 2355 1793 2075 595 935 1365 1 1554 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1 1685 2014 15fo 1818 555 864 1254 1693 2211 1 2832 3590 C&O") PRECAST 362 421 726 1026 1331 1635 1 1224 1418 465 148 1016 1438 1855 2343 2920 141-0"(168") PRECAST 338 381 646 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-roll C176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4" C184") PREStR=SSED N.R. NR NR NR NR NR NR NR 420 695 1250 1555 2310 28W 3410 17'-4" (206") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1600 2200 2600 19'-4" (232") PRE5TR1 5SEp N.R. NR NR NR NR NR NR NR 240 400 150 lo90 1400 1120 2030 21'-4" (256 ")PRESTRESSED N.R. NR NR NR NR NR NR NR 153 330 610 940 1340 1150 2110 22'-0"(264")PRESTRESSED N.R" NR NR NR NR I NR NR NR 160 300 510 810 1 1250 1660 19fo 24'-0'(288") F RI =STRESSI=D N"R" NR 130 NR 240 NR 470 NR NR NR NR 12o O30 1350 1610 I. f'c precast lintels = 3500 psi. 2. f'c prestressed Ifntels = 6000 psi. 3. f'c grout = 3000 p61 w/ maximum 3/8" aggregate. 4. Concrete masonry units (GMU) per ASTMi C90 w/ minimum net area compressive strergth = Ig00 psf. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM 4615 GR40 or GR60. 6. Prsstressirg strand per ASTM A416 grade 270 low relaxation. 7. 1/32 wfre per ASTM A510. S. Mortar per ASTM C270 type M or S. S" PRECAST 1 t-I Irl r>=1 CRl7� UFL IFT _.... —LATERAL T�'PESFS-Iof 20-It 24-iTSF25-IT 8F32-IT SF8 8-2T 20-2 24-2 28-2 8�32-2tSUS 2'-10"(34") PRECAST 2121 5332 65to5 1811 9055 2021 2021 212-f 5150 9,40-1 1630 5851 3'-roll (42„) PRECAST 2165 4231 5219 6204 1192 251 1251 2165 4125 5091 6061 1036 4'-®" C48") PRECAST 1818 1989 2832 3680 4532 5381 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4 -roll (r5411) PRECAST 1660 116Z 2501 3257 4010L65 5525 727 727 1660 Ifo5 2435 3171 3913 5406 5'-4" (too„) PRECAST 1393* 1484 2110 2141 3375 49,48 1393 1431 2050 2610 3293 45495'-10"(70") PRECAST 1212f 1351 1930 2505 3084 4241 418 418 1212 1315 1815 2441 3010 3553 4151 Ct8°) PRECAST 1141, 1200 1133 2250 2169 3290 3812 701 SSA 1141 1182 1684 2192 2103 3216 T32 �'-roll (90")PRECAST 959r 912 1415 1914 2354 2191 3240 59I 65� 990 1029 1466 1901 2351 2191 3245 PRECAST 801e 612 980 1269 1560 1552 2144 454 630 501 755 1192 1 1550 1910 2271 2634 PRECAST 116e 495 193 1021 1261 1496 1131 39ro 493 116 611 1039 1359 1111 2034 2358 (136") PRECAST 666• 439 696 899 1104 7 1515 363 556 666 535 905 1295 1595 IS96 2198 12'-tl�" (144") PRI=CAST 601- 400 631 816 1001 1186 1372 340 494 631 486 518 1209 1514 1199 2086 (160") PRECAST 500* 340 532 (086 841E1491 1153 302 398 513 409 682 1004 1361 1891 14'-0"(168") PRECAST 458• 316 493 635 118 1065 286 360 548 318 629 922 254 1816 14'-8" Nlro") PRESTRESSED 243 295 459 59I 124 990 351 243 352 582 852 115ro 142N.R. 15'-4" (154')228 218 430 553 611 925 327 228 329 542 191 10121616N.R. I1'-4" (208")PRE5TRI=55ED 156 236 361 464 561 114 N.R. 255 158 216 449 649 814 1121 1389 19'-4" (232") PRESTRESSEp 165 201 313 401 490 518 661 N.R. 204 165 239 353 550 136 940 116o 21'-4" (256")PRE5TRE55ED 145 186 278 35ro 433 512 590 N-R. 112 142 212 336 417 635 501 953 22'-0"(264")PRE6TRE5SED 140 180 268 343 418 493 568 N-R. 161 131 205 322 451 roof 111 941 24'-0"(255') PRESTRESSED 121 165 244 312 380 441 515 N-R. 135 124 I86 290 408 538 680 833 r_:;N fR,4L NOTES 1� ` `"w= o i dv7o rum c3WADE 40 FIELD REBAR S" PRECAST UJ/ 2" RECESS DOOR U-1 INtpl S Typr SRF6-m sRF1m-0B Si'�14-IDS BtZKlB-mB 8iiF2a-m 8RF26-m 8RF30-mB L N ti-i 8 6 SRF6-15 81;0F10-15 8R--14-I5 SW18-15 OW22-15 8R=26-15 8 3m-15 4'-4" C52") PRECAST 1489 1591 3053 2952 3954 4929 5904 6860 1&27 3412 4982 6412 I94-1 9416 10818 4'-to" (54") PRECAST 1351 1449 2152 2114 3600 448-T 5315 6264 1102 3412 4982 6472 1941 1 9416 10818 51-8" (ro811) PRECAST 185 832 1602 1550 2058 2566 3015 3585 1153 2162 4014 6412 6516 5814 6539 5'-10" C7®") PRECAST 135 719 15oo 1449 1924 2400 281ro 3352 1103 2051 3511 6412 6516 5450 6411 6'-roll (50") PRECAST 822 907 1617 2933 2516 3223 3872 4522 901 16-1 2933 4100 6130 8117 6f07 7'-roll (90")PRECAST 665 161 1311 2252 1958 2451 2944 343c2 31019 6624 1 32 9 -8 C116) PRECAST 311 420 534 1253 1 342 1614 1856 535 1 928 1491 2119 2618 3595 2815 S" PRECAST UJ/ 2 RECESS DOOR U-1 INTFI S 110AST'm 17 U f L FT LATERAL T,T'PE LENGTH 4 SRP6-IT 8W10-17 8�14-IT 5R18-17 8�22-1T 854=26-1T 8�3m-IT SRU 8RF6 8R) 6-2T 5RFI0-2T 5W14-2T BWIB-2-1 5W22-2T 5r�26-2 54;0=30-2 41-4" (r✓-2") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4005 4850 5696 4'-roll (54") PRECAST 1192 1501 2311 3121 3931 415ro 5511 853 853 1192 1455 2240 3036 3831 4643 5453 5'-roll (68") PRECAST 924# 1112 1195 2423 30e6 3689 4325 1 501 501 924 1132 1141 2357 2918 3603 4230 (-10") PRECAST 896• 1135 1142 2352 29(o5 35PV 4198 4ro9 469 896 foes 1690 2288 2891 3497 4106 (am")PRECAST 118 582 1513 2042 2513 3107 3642 830 Iloo 715 95ro 14ro5 1981 2509 3035 3563 �'-roll C90")PRECAST 658 ro91 1325 1810 2250 2153 3221 110 941 658 649 1302 1162 2225 2ro9O 3151 9'-8" (Jiro") PRECAST 533* 433 805 1123 1413 1fO4 1995 516 614 533 527 1100c3 1369 1 1128 2088 1 2450 TYfiPE DE5fSN4�iON F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY Ln LO /IT NOMINAL WIDTH J L QUANTITY OF "5 NOMINAL HEIGHT— REBAR AT TOP &AEE LOAD TA5LE NOTES •NkC-?uGk VALUE B 1 I59- FOR G;RApE 40 FIELD REBAR 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 drawfngs. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and groutirg. 5. All lintels meet or exceed L/3to0 vertical deflection, except lintels 17'-4" 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 (Intel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-fn-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysfs per ACI 318 and ACI 530 Z 'S REBAR At TOP MIN" (1) R1=Q'D s ' 1-I/2" CLEAR Giy e. e. GROUT - ,p "5 REBAR At BOTTOM • • OF LINTEL CAVITY 1-5iS'ActuAL BOTTOM REiNFORCING PROVIDED IN LINTEL roll NOMINAL WIDTH (VARIES) I. All values based on minimum 4" bearing. Exception. Safe loads for unfilled lirtels must be reduced by 209. if bearfng length is less than 6-i/2" Safe loads for all recessed lintels based on roll nominal bearirg. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addforal reinforced masonry above the precast lintel 6. One r rebar may be substituted for two "5 rebars in 8" lintels only. 7. The desfgner 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 hefghts not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W a U w IS F U W a F BLTHDIv. dt LOT: CREEKSIDE LOT# 112 PZ�J&=T 04321.000 AWDRU 4EBB "1828—CALI" aAJ%wGZ aWZNa: RIGHT PAOM SAFE LOAD 'FABLES (CAST—CRETE) ARCHITECT: STATE OF FLORIDA DAT* 3} 30/17 SC 1/4"=1'-0" GRSNOW OUND 5)4ND DESIGN SEISMIC SUBJECT TO pAMACsE FROM WINTER ICE BARRIER FLOOD AIR MEAN LOAD SMP�41 ll TO I : p IC CA7ID E ACxORYr WEAL{ IERING' FROST LINE TErd CITE° DESICsN UNDERTLAYMENT HAZARDS e FREEZING ANUAL DEPTP TEMP ° REQUIRED`' INDEX' TEMP! NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURV=Y NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH P5C R302.S.4 - FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGP F5C R302.10.5 COWOFENT APD Q ADDNG WI D LOADS BASIC WW EJ WJF E FOR 3 SECOIC GISTS O� AMID TYPE SONA FOOTAGE ZOW 1W WH W D ft) REMARKS MIN. WINDOW CRITERIA 10 5 34/-45 EXTERIOR SUING DR MIN. CRITERIA IS 5 33/-43 G.D. MIN. CRITERIA 41 5 31/-39 160-t0 O.H.D. 2 5 25/-35 BASIC WIND SPEED MPH = 160 (Vult) IN PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=I1, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. DATE �a co 1� �d) 0v COND. 39'-8" 2' 4" I0'-01. 7'-4" 311 31 1 — — — — — — — — — — 1 6X& POST 1 (2 TYP) j LANAI 1 8'-8" CLG. 1 101-2" 1 101-2" 1 6'-C" C2) 3052-SH (2) 3052- 6068 S D. — — — — — — — 25'-2" LIVING ROOM Ell 1 b36 _ _----- 1 KITCHEN I CLG. OPT. 1 N REF �1_0,1,\J , 1, DW 1024 SINK — 5 6 2'-4 m IL 3 RANGE b36 -_ _ O O — — 4" v Z-41 I I BDRM.#3 a' -a" CLG-8" cLC n BATH #2 m + 4) 8'-8" CI n BDRM•#2 8'-8" CLG. ARCH 6 8 -0' A.F.F. v (2) 3052-514 a) N m 8 ro II � } l0 1IM s 5 II� Ilq�r �i zeo m V. C. N M 7 DINING ROOM FOYER 8'-a" CLG. —30(08 W/ 36'XIO" TRANS. -ENTRY ECG. �' �" 41_411 3 J'-8" OWNER'S SUITE a' -a' CLG. 3 _01 0. G1 � 4 ?� BATH CLG. d 'e -4 v 6'-0,, 5 _8 w/ENGL "" IR-1SH oa BD DEN 8'-8" CLG. 8 " c' t) m H. — 22 x5a — 1 ATTIC 1 L ACCESS BOLLARD AS REQ. PER BLDG. CODE GARAGE 8 -a c G. -------------------- 60 21'-4" m a) SQ.FT. CALC.'S LIVING 916 SQ. PT. GARAGE 430 60. Ft. ENTRY 16 SQ. PT. LANAI aO SQ. FT. TOTAL 2442 SQ. Ft. EXTERIOR MASONRY WALL 5R3. HEIGHTS 11111111 7-1 8'-8' 5RG. D5L. TOP PLATE u A )BAR 21D ETAIL NOTE: -2-8 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. - PRONT DOOR ASSEMBLY TO 5E THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE A55EM5LY) - 20 MIN. FIRE RATED DOOR PROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TH ED. (2014). 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 " ir% CREEKSIDE LOT# 112 SHINGLE ROOF DECORAT FOAM DR, TILES D- IM -? 16"X60" FT DE:CORATI SHUTTERS EQUI VALEP 4" RAISED BAND CT1"f 0'-0" FIN f FRONT TEXTURED FINISH AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2364 /300 7.88 VENTILATION AREAXSQ. INCHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC = 567.36 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL# OF VENTS REQUIRED = 4,93357 TOTAL# OF VENTS PROVIDED -_ 5 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) -R" I' -oil 0'-0" FIN FLR -� I�6 HGT. 0'-0" FIN. FLR, 8'-8" BRCS. 1-ICsT. I'-OII 0-0" FIN. FLR OFF RIDGE OFF RIDGE VENT ■ V RIGHT ELEVATION TEXTURED i=INISH OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT I�6 LEFT TE:X'tURE:D FINISH ELEVATION I�6 11-0 r � i REAR TEXTURED FINISH 6 A SCALE:: 1/2" = I'-0' 6-15" BRG. HGT. 0'-0" rIN. =�R 12 6 BRG. HGT. 5" BRG. HGT. 0'-0' FIN_ I=LFP- 1441 N. RONALD REAGAN BLVD. L ONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 s 1 Io� LOT. u; CREEKSIDE LOT# 112 a '3/30/17 e mmmummomwi 1V 14B WA3' TYP, 41E WA3 TYP. REAR ELEVATION J WA TYP. 1413'I II I _ WA. I RIGHT ELEVATION N u 14A WA3 TYP. PWA3 TYP. E:l TYP. wAB NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. IN wimm No 1441 IV. KVIWHIU KtHIaHIV 6Ltl U.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.aWesigngroup.com AA #: 0003325 3/30/17 1 /49)-1f-O" r m° AI u 2%z6 U4Z X®eu BJ BJ3 GABLE END' BRACNG SEE: DTL. W SHEET 02 (2) 2XI2 WIT- TQ 6X6 POST (2) MSTA-24 POST TO SLAB A5U66 (TYP. 2) 4 m 5TM. CHORD '-- FIELD FRAMED BRACINCs, ARCH m W-0' TYP. AF: �11 PY!riml! P• PLAN RANEY 6/5/14 ill sn B3 m l 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 0 4078H:407P6 FAX:407-774-4078 www.abdesigngroup.com #e03325 StMDrV.de LOT CREEKSIDE LOT# 112 8onwT# 04321.000 4EBB "1828-CALL„ F IGHT AMING LAN 160 MPH EXP C RANF LL80URNE AROHrrEGT: STATE OF FLORDA �. e CONNECTOR SCHEDULE CONTROL DATE: 0I-05-11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 Ids HTA 16-18 1625 (8) led x 1 1/2" I -PLY, (6) Ibd 2-11LY, (USP: (10) IIDd X 1 1/2' - NO I66 OPTION) C2) META-16 25'Ts C2) HTA 16-18 2800 CI@) I0d x I I/2' I -PLY, CUSP: (10) led ") HETA-I6 1810 (14) Ibd 2-PLY (USP: NO I(pd OPTION) HETA-20 1810 HT A 16 IS'T@ (9) led x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (I0) led x 1 1/2', NO Ibd OPTION µTA 20 I610 (9) led x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (I0) led x 1 1/2', NO I6d OPTION (2) µETA-20 20500 (2) µTA-20 3230 (10) led x 1 1/2' 1-PLY USP: (10) 10d x 1 1/2' Z O LGT-2 2150 (12) Ad 2-PLY (USP: NO Ibd OPTION) � DETAL-20 248ID LUGt-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 CUSP: BLK (5) I/4" WB, WOOD (I6) loci DHTA-2ID 2430 (IS) - loci x I I/2, I PLY MGT + µCst 3965 MLOT 41'T5 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) led t0 WOOD 2 + 1098@ HUGT-2 (USP: (28) 10d t0 WOOp) 1 I�sT-3 + I@53@ 9'T9ID (2) 3/4' A.T.R. IN HKsµ STRENGTH EPDXY (MIN. 12' EMBED), (16) led TO WOOD (USP: WOOD (8) IIDd) LGt3-SD525 3255 HUCsT-3 5860 (2) 3/4' A.T.R. IN HIGH STRENGTP EPDXY (MIN. 12' EMBED), Orb) IIDd TO WOOD CUSP: WOOD (8) IIDd) LUGt-3 1210 PARALLEL TO WALL 3525 (12) SDS 1/4"x3' TO GIRDER (4) 3/8" x 5" TITEN µD TO WALL (USP: CONC. (4) 3/S' X W WEDGE BOLT, WOOD 02) WS25) LTA2 1210 PERPENDICULAR TO LPTA 1810 WALL (10) led x 1-1/2' CUSP: (10) 106 x 1 1/.2" vCaT (2) VGT 4540 'Ties NO USP CONVERSION FOR SIMPSON VGT (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (I6)-SDS 1/4"X3' TO WOOD MTS-12 1000 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN µKsµ STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY HTS-16 1150 MTW 12 1195 (14) IIDd x 1 1/2" (USP: (14) IIDd x 1 1/2 (14) led) HTS-20 1450 HTW 16 126@ , (16) loci x I I/2' CUSP: (16) IIDd x I I/2", !I6) I@d) HTS-24 1450 HTW 2ID 153ID C24) 1@d x I I/2' (USP: f24) loci x I I/2', (2ID) I@d) LSTA-12 ++ 925 HTW 24 153e (24) loci x I I/2" (USP: (24) led x 1 1/2', (20) led) LStA ,IZ 930 CI0) loci LSTA-16 ++ 1235 LSTA 18 1235 USP: (10) led MSTA-18 ++ 1315 CI4) loci USP: (14) led MSTA-18 13I0 (14) I0d N MSTA-24 ++ 1640 MSTA-24 1640 USP: (14) led d MSTA-30 ++ 2050 MSTA-30 (IS) led USP: (I8) loci Q � M5TA-36 ++ 2050 2ID65 C22) loci USP: (22) led F— MST[-36 38� MSTA-36 206$ (26) loci USP: (26) loci N MSTI-48 5ID65 KSTI 236 3890 (36) led x I I/2' USP: (36) IIDd x 1 1/2' H6 950 KTSI 248 5140 (48) IIDd x 1 1/2' USP: (48) led x 1 1/2' SP4 8✓ LHTA 6 1210 PLATESCUSP: CI6) ad x I I/2", CI6) 8d) C8) 8d TO PLATES, (8) Sd TO STU019. A34 3� SPt 4 94s (6) loci x I I/2" TO STUDS USP: (6) loci x I I/2" TO STUDS HCP2 645 MP 34 380 (4) 8d x 1 1/2' TO BEAM, (4) 8d x TO POST. USP: (4) 8d x 1 I/2' TO BEAM, (4) 8d x 1 1/2" TO POST. µ10A 1140 µHCP 2 Rt 16A W (12) loci x I I/2" U8P: (10) led x 1 1/2' TO TRUSS, (10) led X 1 1/2, TO PLATE VGT E HDU4 4540 138e (18) led x 1 1/2' USP: (9) led x 1 1/2' TO TRUSS, (S) led X 1 1/2" TO PLATE PHD 4A 5215 (16)-SDS I/4'x3' TO WOOp, (10)-SpS I/4"x2 I/2' W/ THREADED ROD, (2) NUtSNJASHER/2 PLY USP: 5/S' VGT < µDTB 4940 MIN.'T' EMBED SET IN HIGH STRNGTH EPDXY, (10) W63 WOOD SCREWS TOX 10 1014@ (16J-Sp8 I/4'x3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WA SI 4ER/2PLY USP:'T/8" ATR MIN.'T" ABU 44Z 2200 6665 PAU 44 EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS A15U 66Z 2300 12000 PAU bb 2535 6"5 (U 5/S' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. -I" EMBED.) IN CONC., C12I I6d t0 WOOD USP: SAME AS SIMPSON N LTtl9 +++ 1340 LTS 19 2380 16005 CU 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN.'T EMBED) IN GONG., (12)Ibd TO WOOD USP: SAME AS SIMPSON o LTT20S 120s (I) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN.'T' EMBED_) IN GONG, (8)10d TO WOOD USP: SAME AS SIMPSON = +++ 150o LTS 205 1105 (U 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN.'T' EMBED.) IN GONG, (10)10d TO WOOD U HTT4 4455 USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (l0) led, (10) loci x 1 1/2', 2-1/2' Z HTT45 41(00 (1) 5/V A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1, EMB1=D,) IN GONG., (18) Sp�IO X I I/1' CUSP: C2ID) I6d X 2-I/2"J USP HAS MORE NAIL OPTIONS: (20) led, Q HTTS BOW (20) led x 1-1/2', (20) 16d x 2 1/2' HTT45 5005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN.'T" EMBED,) IN CONIC., (26) I6d X 2 1/2' (USP: (20) 16d X 2-1/2') USP HAS MORE NAIL OPTIONS: (28) HHDQII-SDS 2.5+ 11810 UPHD 11 led, (28) 10d x 1-1/2', (20) I6d x 2 1/2" µD'TB 6645 TOX 10 14395 (1) 1' A.T.R. IN µlGµ STIRENaTH EPDXY, (MIN. le' EMBED) IN GONG, (24) SpS Y4" x A, WOOp SCREWS (USP: (24) W63 WOOD SGI�WS) I014ID CIJ'T/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD (USP: (4)'T/8" BOLTS) MBHA 356/11.25 3415 5330 NFM35x12U 2580 SIMPSON: (1) 3/4' At.R. IN HIGH STRENGtH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6.'T5' EMBEDMENT) IN (A 7(f=LR) C.M.U. FACE, (IS)10d TO BEAM USP: (I) 1/2' J-BOLT W/ MINIMUM 6: EMBED. t NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4" DIA ITW �r RAMSETMEDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. W U HUSC412 (WOOD) 363s 2660 IFLRJ HUS412IF 3060 T J ST 3265 (ROOF) 3325 CROOF) no) 16d r0 HEADER, co) Kid TO !� IISP: SAME AS SIMPSON Q = HUC410 (CMU) 18eID 4920 110410 IF 130to 50M CIS) I/4' x 2-3/4' tITEN (9 PER FLANGE) TO GMU, CI0) loci tO WOOD: (USP: (IS) 1/4" x 3' W53 SOWS, (10) led TO WOOD. USP (20) 3/16' TAPPER+, (o) led TO WOOD µUC210-2 (CMU) 18@0 5085 µp210-211F 1305 5000 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO GMU, (10) led TO WOOD: (USP: (16) 1/4" x 3' W63 SCREWS, (10) led TO WOOD. USP (20) 3/I6' TAPPER+, (10) led TO WOOD HUC210-3 (CMU) 1800 5ID85 H0210-31F 1305 5000 (18) 1/4' x 2-3/4' TItEN (9 PER FLANGE) TO CMU, (lo) led TO WOOD: CUSP: (18) I/4" x 3' WS3 SCREWS, (10) led TO WOOD. USP (20) 3/16' TAPPER+, (10) IIDd t0 WOOD LGUM26-2-SDS 1430 5595 LGUM26-2 2125 6ID65 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) To GMU, (4J I/4' X 2 I/2" SpS `BREWS TO WOOD, HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR USP (4) 3 X 4" WEDGE BOLT+t WS3 WOODSCREWS ANCHORING SYSTEMS. WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE + WHERE ANCHOR EMBEDMENT IS GREATER TWAN'T' DEEP, tµE VERTICAL CELL IN G.M.U. WALL MUST BE FILLED SOLID w/ GROUT. 9 ++ led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION PRIOR TO INSTALLATION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAI''t WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE'T" L LI I— O A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, IS USED. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-Ai53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER Or RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON "WOODSCONSTRUCTION CONNECTORS SAL G-G20I'T" 'HIGH CON CATALOG C-SAS-2012 E USP STRUCTURAL CONNECTORS 20115-201b. , WIND -RESISTANT CONSTRUCTION F-G-µWRCAGIb, AND ANGµORING < FASTENING SYSTEMS FOR CONCRETE t MASONRY HEADER SPAN MART 51NGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4" TO 7'-0" 1'-0' TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION C)OUJN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 9;'-4" 6'-4" TO 8'-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO g'_0 U.N.O. 4'-I1 I/2" 7'-11 I/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 3 2 x 12 l"2 SYP) 7f16' OSB NAIL (3) 12d m 6"-8" O.C. TYP. 2x12 BM./IIDR. a 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.s bdesigngroup.com AA #: 0003325 CREEKSIDE LOT# 112 3/30/17 14"=v-C F=FT 'mow a 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --0 125V OUTLET 20 AMP SMGLE POLE 110Y OUTLET 110V OUTLET 1,2 CI= OUTLET WI1�D TO SWITCH GFI 110v OUTLET e="-ED WrOR0 FAW INTERJPtER (-WIPER FEa15TANT I'PE) 220V OUTLET (4) URE CONNECTION =ffjz1 rEXr. WATER GIR4UND FAULT OUTLET INTE14mPTER SWITCH 3-WAY OPER (�4 SWITCH 4-WAY OPER WALL MOUNTED LIC*4T CEILIW3 LICsHT CO) VP VAPOR PROCJF r cQl RECZE88ED CAN WALL 807NCE _ PRE -WILD VENT. FAN I CF7"I PER BQ FT. VENT. FAN W/LICsHT I CF:m PER SO. FT. V FIXTIN1115 rSFEc'S r®p Br 2-EUL5 WRAF AROLIND _ T FLUORESCENT 4'FLU0RESCENT E -RACK LM-,7 © PANEL miam ME ER 0' S.D. ETECTOR SMOKE Dgm EAAT'T. m4c.K-up-Up aApcpwtqE SD. WALL MOLR�1tED GATT BACK-UP SMOKE DETECTOR W! Hjffl � CARBON MONOXIDE �1W DETECTOR MTER-CON,eCIE COMBO SHALL ME A PIS EN TV. I [I TELE SIGN JACK O TO BE SUPPORTED IN J-BOX ACC- ANCE W/ BOX MARLED AS SUCH FOR IN8PECTIC4 CEILING BOX F;rE=R_I TO BE SU=PORTED IN CEILING FA1N/-IGNI ACCORDANCE W/ BOX MARLED AB SUCH FOR FLOOD LIGHT OPT. SECURITr KEYPAD f "❑• PH. PUSH-BUttON FOR CHII`IES •�• U65 FORT O LOCATION OF TV JACKS t PHONE OUTLETS 4 F°,41N5 TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. " ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI ® ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL " 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 19CR 5TH EDITION (2014) • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING: METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WOR< TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014) r--———-- jCEILING LANAI MTD. LIGHT TO BE INSTALLED PROVIDE 13 J-BOX FOR 1 OPT. FAN 1 WP \ GI-- \ DINING LIVING ROOM 23 ROOM Q31 31 31 PRE -WIRED / CLG FAN / 30 HF- I I \ 30 \ \ \ SWITCH IN OUTLET CABINET 1 FOR DW _ I CAI CxFI � 16F ul� J DW 4 1920 � / KITCHEN SINK L J PAN. 31� 31 RANGE \ CAI GF I I HOOD WIRE W/— OUTLET FOR FUTURE MICRO BDRM.#3 26 26 PRE-WIR1=p \ CLG FAN \ \I CCOND� I�� 2,4ti4 BATH 13 FA BD- DRM-#_ / / 27 / PRE -WIRED 2- CLG FAN OWNER'S 24 )24 SUITE 4'-�24 / PRE -WIRED CLG FAN / /5z) O Il Ls 2434B0. W.I.C. vv _--- LAUNI� ———— _ _ I T . H 213 BDDR #4/ 31 •per^ \� y.� YE // 213 IN 29� I / S/ O 13 �3D. PRE -WIRED 30 / 017 CLG FAN I IA/C'I` I R,AI 2 I L� PB. FORj wI 13 44" bs Lowk� GARAGzE \ F 1 AFT:. DOOR \ \ L J \ — — BOLLARD \ AS REQ. \ WALL MOUNTED PER BLDC \ LIGHT W/SWITCH IN CODE \ ATTIC �13 13 CLC� � KEYLESS`" OUTLET FIXTURE ENTRY GARAGE IRRIGATION OUTLET 48" APP. \ III — — —— \--"--------------------------'-13 OPT. COACH LIGPT METER FIELD VERIFY LOC. ELE"ICTRICAL PLAN PROVIDE SQ-D "GO" PANEL LOAD CENTER OR EQUAL SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 26 14 15 AFCI BDRM. JJ3 LIGHTS AND RECEPTACLES BDRM. 12 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. #4AOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 301 14 15 AFCI GENERAL UGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 3334 SPARE SPARE 35 36 SPARE SPARE Y 38 SPARE SPARE 39 40 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WTH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH HALL BE TYPE U STYLE SE'ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWRE BRANCH CIRCUIT SHALL BE PROVIDED WTH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WRE TO BE CAT 5 E. CABLE TV WRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. H. MAIN TO ALWAYS BE LOCATED NEXT TO METER. IE PO X*lF ELECTFZCAL RISER NOT TO SCALE. GENERAL NOTE5: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 102) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 5484 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 85884 FLRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28524 VA x .4 10354 TOTAL NET GENERAL LOAD 20354 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= 9600 NET GENERAL LOAD 20354 NET TOTAL HVAC 9800 TOTAL LOAD 29954 CALCULATED LOAD FOR SERVICE 29954 VA/240 V= 125 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST RVAC LOAD .USED FOR CALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,263 VA 3000 VA 6 100%, REI` TrAIN'DER a 35`e NET LOAD: 6,949 VA RANGE: 12000 0 -10% 8,400 VA DRYER: 5,000 0 -t0% 3500 VA TOTAL 18,84E VA NEUTRAL AIMPACITY: 18,485 / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 302/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 "4/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 10 OVERHANG.) 0 00MBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MC8 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BOND ING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - �- 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8'' DIA X OFT LONG COPPER CLAD GROUND ROD ARCH I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ab,designgroup.com AA #: 0003325 stmx)rv. ae LLO1%. CREEKSIDE LOT# 112 ® 1 3/,30/17 SCALE: 1/4"=l'C„ ll LANAI DINING ROOM 12XI2 LIVING Iox6 ROOM 120 CPM m 1�0 M 120 CFM 6° \�4" SX4 -. . r w.Lc. 45 CFM 16" 10X6 120 CPM Q G SX4 r -I Val 12XI6 j M Ill E LOUVER I I BDRM #3 j J PLANTATION 411 t 180-04 2'8" 75 C�6 MAX AIR -- 584.15 CFM r 5" I I 12XS — - 5�O/ 8X4 CFM I __ 10X6 5 CFM BD FOYER ENTRY i J V A LAYOUT ' ,i I PLAN 9' 12XI2 OWNER'S SUITE 1OX6 175 GPM BATH T15 XCPM 6" BDRM. 4/ DE 0 GARAGE D CALI EQUIPMENT SCHEDULE 3 TONS MFCs CARRIER CU 25H5C536A AHU FV4CN5006 HEAT 5Kw SEER 15.5 SEER TOTAL GAP 35400 ELECTRIC 205/230/IHP 5RKR Cu 35 AHU 35 REP LINES 3/4' < 3/8" i -m & Lot% CREEKSIDE LOT# 112 A R C H IT EC T S i-(1) "s REBAR VERTICALLY W/ CONC. UR FOCELL BEE ENERGY CODE FORMS FOR INSULATION R-VALUES Ld TEXTURED FINISH ? ? B' cm I/)' GYP. ILL. BD. WOOD BASE z� p i q _ WL4XW ,4 IW,F OR NMER-IESI.4 ON ro J °� 6-MIL. VAPOR RETARDER ON - A L - WELL -COMPACTED CLEAN FILL. TERMITE TREATMENT TO BE = BORA-CAR= APPLIED AT FRAMING. z0 w !2) 5 REBAR ON CHAIRS 1-STORY FOOTING TI-VA/ BLOCK WALL °• 4 '. 4" i-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE m O W TREATMENT SHALL BE BORA-CARE (1) 5 REBAR ON CHAIRS 4- THICCALKEIN. EDGE SCEwm t] � Z.&CA WL4XWL4 -MIL VAPOR DELL -COMPACTED CLEAN TREATMENT TO BE APPLIED AT FRAMING.(2) 5 MBAR ON CHAIRS z 4' 4' 1-STORY FOOTING 4A AT FRONT PORCHES ), �� SECURE P.T. BT. PLATE To SLAB W 1/2'XS' ANCHOR BOLT W/ 2' EllD. MIN 32' OC MAX. to a > I . W/ 'xi' WIAKU1,410 Wu-1 -MIL L HY-ENE VAPOR RE ON WELL -COMPACTED CLEAN a FILL TREATMENT SHALL BE BORA-CARE w(2) 5 REBAR ON CHAIRS 4' GARAGE STEP-UP 1-STORY L.B.W. W/ UPLIFT ��EXT NDED FOOTING vJ) SCALE: (1)5 REBAR VERTICALLY W/ CONC. POURED CELL SEE ENERGY CAPE FORMS FOR INSULATION R-VALUES TSXrUIED FINISH N W' OMIT zd 1/1' GYP. WL BD. �UIOOp19 BABE . z,w STOP ° �,. r-, 7.IC, 1E.'MSrOED�WV fd7lir" L 4 1A WA ULF OR FIBERMEBH ON "? 6-MIL. VAPOR RETARDER ON Q WELL -COMPACTED CLEAN FILL. _ ; •ter TERMITE T1NEATMLNT TO BE BORA-CAW APPLIED AT FRAMING. z� l315 REBAR ON CHAIRS U z-0. �F 2-STORY FOOTING WBLOCK WALL SCALE: I n"=1'-0' N [I) 5 REBAR 5ET IN SP'IPSON HK=F4 z STRENGTH EPDXY 6' EMBED. MIN E REINF. W/ 6'x6' WIAXWL40 WWM ON 6-MIL POLY ETHYLENE VAPOR RIETARDER ON DELL -COMPACTED CLEAN PILL TERMITE TREATMENT SHALL BE BORA-CARE TYP. RETROFIT FOR A OMITTED DOWELS STUDS Ii' OL. MAX SIMF'LON BECUI� BSOTr TOM2pCN TOS \ ) ' \YY/ BECJRE BT. TE T 8L 7141 2 PSI a 28 DAYS 6E B . A T LAB W/ J' ANCHOR T T �T. ATE TO SLAB W/ 10d INPORCEP W/ N tI WAMBHER y' MIN 32' or_ NAIL a 32' O.G. MAX --. _. NOSING I'll 6 - WIAANA WWM. 0 0' FIN, FLR � Q L: ° ° _ "4 REBA6.EYPJ • _ � � , 4' GONG REINFORCED W/ i'Xi' WAXWL4 4' CLNC. REI�FORC£D W/ 6'X6' W1.4ML4 °• , 4' CONC, REINFORCED W/ 6'Xi' WAXWIA 1 .� Q z WBF OR FIBERMEBH ON 6-MIL. VAPOR 4' OR FIBERMEBH ON 6-MIL. VAPOR - �- z RETARDER ON LLELLMENT To ME CLEAN - RETARDER ON WELL -COMPACTED CLEAN z �� SHER ON LLLO-I'1 PMI EADPO�R£ m • a _ top FILL TERMITE TREATMENT To MI FILL. TERMITE T1�ATMENT TO BE FILL. TERMITE TR`eATLMIE-NT TO - TJ LLB N m DORA-CARE APPLIED AT FRAMING, O 4" . I'-m' a' ,� 4, BOR,4-C,4RE APPLIED AT FR4MMG. ;� 0 4" - , 4' HORA-CARE APPLIED AT FRAMING. _-� t W I_eto (2) 5 REMAIN ON CHAIRS .4 I' 4" (3) 5 REBAR ON CHAIRS ID z'-0 (2) 5 REBAR ON CHAIR6 12' MIN OW 4i® ® > • a I `-HIV FVI�VIRrN94J 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING L- - - w 2 AT L.B.W. (W/ UPLIFT) 2 AT L. B. W. 2 B AT L.B.W. (W/ NO -UPLIFT) STAIR DETAIL NOT USED SCALE: I/1'=1'-0' SCALE: 1/2"=I'-0' SCALE= 141=1'-0' C ? � 4' LONG. 11MINP. W/ 6'xb' WL4XWMT0 WHIM Ul av 6-MIL POLY ETHYLENE VAPOR STUDS I6' O.C. MAX RETARDER ON I LL-GOMPA CtED CLEAN STUDS 16' O.C. MAX 4' ,4" FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM PLATE TO SPUD W/ HEAD OF GARAGE arCWRE P.T. MIT. PLATE TO W/ BORA-CARE SECURE BOTTOM PLATE TO STUD '\^\ MASONRY NAIL 32' C p SIMF'80N 9P4 a32' O.C. MAX BIMPBCN 8P4 032' OG MAX ' ] VARIES WITH SLOPE F U GARAGE STEP-UP HE GHT a GARAGE SECURE Br. PLATE TO SLaB x8' H£ICs 4T CsARACsE SECURE Br. PLATE 70 & \tji�JJ 5 NON -BEARING VARIES Wlh SLOPE 4 CHOR BOLT Wv 2' VARIES WITH SLOPE 4MC4OR BO T W( 2' R y SECUm sL 0d 4 N MIN. 32' Q MAX MIN a 32' OC MAX. M 32' .MAX U �! SCALE: IR'=1'-0' w 'EPDXY NOT REGW £ -EPDXY NOT I ICN I„ 4 BOLTS N BOLTS I-�>` _11(> 4 ° - aaa 4' NC, I . W/ 6'xb' WAXIUI/{0 WIM A > ON I SLY ETHYLENE vAf'M >: _ -NEU TERMITE TREATMENT ALON TL CLEANVO MEh 1- �. a BORA-CARE CGN e _ • _ °�.. 4' G. REINFORCED W/ 6'X6' WIAXW1.4 • _ ° • 4' COJC. REINrORCED W/ 6•x6' WI.4XWI.4 w 4' CG7NG I�INFORCED W/ b'X6' W14XW.4 /'- Ga R 4 114E W/ ' A VAPOR R WLM ON WLLF OR FIBERM£SH ON 6-MIL. VAPOR UU- OR PIB£RME814 ON i-MIL. VAPOR __ WLF OR ER oK £BH ON b-MIL. VAPOR r- 4> 6-MI YLEN£ VAPOR itARp£R w RETARDER ON WELL-CO'IPACrEp CLEAN z _ W RETARDER ON WELL -COMPACTED GLEAN z W (2) 5 REBAR ON CHAIRS T- "ACTED CLEAN FILL TERMITE O FILL. TERMITE TREATMENT TO BE L w F�. TERMITE TREATMENT TOO ME E' z O FILL TERMITE TREATMENT TO BE ENT SHALL BE BORA-CARE �� 4' C 4" . BORA-CARE APPLIED AT FRAMRdcL O 4 g'z C g^ 4' a" BORA-�R LIED Ai FRAMING, in 4h' 4a• �[ ORA-CAAR GPPLIED B O BAR 8 BORA-CAIE APPLIED AT FRAMING. (2) 4b A�4M GN C.4 AR'S - v E u GARAGE STEP-UP '( GA AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. NON -BEARING L.B.W. W/ UPLIFT y 5 EXTENDED STEP 6 �-r,. 6A 2-STORY L.B.W. W/ UPLIFT �1 L.B.W. W/NO UPLIFT W/NO UPLIFT -STENUOALLTOME"IN.3COURSES SCALE:1/2"=1'-m' SCALE.1/z'=1'-0' EXTENDED FOOTING _(�, �Q 6 C SCALE: GRADE _ FOES& FOR '•� - GARAGE DOOR SECURE P.T. MT. PLATE TO _ ` .. I/1'Xa' ANCHOR BOLT WV 2 6F y' .. _ C 5 f•EBAR VERTICALLY W/ CONC. �: [V 5 REBAR VERTICALLY� IPF. W/ 6':u.' WI.4XIUL40 WWM m z . POURED CELL__... UV CONC. POURED GEL 1, o 6 IL POLY ETHYLENE VAPOR . . &' CMU B' G`N IV -- R ON WO ELL-CMPACTED ME CLEAN�-GAZE ITE TREATMENT SHALL 6-MIL POLY ETHYLENE VAPOR RETULM ON ARDER ON . L ¢ NOTE- O a' a" IL P YET IU/ ENE VAPOR RE AR .aa. W/ 6'x6' W.4XWA0 lUll'i CONCRETE CURB GAIf/aGE 5 REBAR ON CHAIRS a > II NOTE: OPTIONAL USE OF -_ d C.O�JC • o tl p_m. WELL -COMPACTED CLEAN FILL IER'IITE ? 6-M POLY ETHYLENE VAPOR I WALLS TO BE DETERMRHED BY ' 1 TO D BY " TREATMENT SHALL BE BaeA-CARE IL ER ON DELL -COMPACTED CLEAN g BUILDER BY DIVISION. ., TERITE TREATM ENT SHALL BE STOP - CONCRETE PAD BORA-CA RF STOP CuIGHT VARIES CUM r115 F£BAR ON CHAIRS FILL RS HE614T VARIES GARAGE DOOR FOOTING Ll w w w a 11 SCALE: 1/)'=1'-®• L >1 (3) 5 REBAR ON CHAIRS a z r -_ I} `i >z L� I >z L a.. _ 3• .4" 1 U 7 y' _ it � a 4' CONG. REINFORCED W/ 6'X6' WIA�E.4 5, IB' �CEB. KR -._ - _ 8'_- VARIES WW= OR NEIERMESH ON 6-MIL. VAPOR 3' 3' G" Ul O 4' GCMG REINFORCED W/ b'Xb' WL4XW.4 a RETARDER ON WELL -COMPACTED AN - _ Z Il FINISH FLOOR - RET OR ER ON ESL ON 6-MIL. VAPOR • :' FILL. TERMITE TREATMENT TO BE .r a> (I7 5- T. BORA-CARE APP�LIED AT FRAMING. - GARAGE STEP- UP j BORA-CARE APPLIED AT FRAMING. z R !� a, '' o - • '�': RETARDER O.1 HELL -COMPACTED CLEAN - - FILL. TERMITE TREATMENT F MI 2-STORY L.B.W. a" �w 446 ' 4' a a m e (3) 5 REBAR ON CHAIRS F 4 (2l 5 IEBAR ON CHAIRS - . a 2 Pr' EXTENDED FOOTING m m o g' O 1-STORY FOOTING 2-STORY FOOTING EXTENDED SLAB "/2' CURB HEI B AT GARAGE 6_A� AT GARAGE SLAB AT S.G.D. "' z > 1�' °R 8 'r'�' 10 &B 2 SHOWER RECESS FOOTER �0 CREEKSIDE eCALE. I'=1'-0: LOT# 112 ti0 . CT w RETARDER REINIF. W/ L-C WL4XWUD ULE 04321.000 - ON 6-MIL POLY ETHYLENE VAPOR lE7ARDER ON WELL-Gd'1PACTED CLEAN FILL TERMITE TREATMENT &HALL DE ( BORA-CARE z (2) P9 MBAR ON CHAIRS MODELi, ° AB AT GARAGE GROUTED BOND MEAM 4E B B r 1 ) I SERVICE DOOR TIE VERTICAL IEVARIES PER ELE V. DAR / _ 18 2 8 C' ALI RE E: 1n =r-® TO HORIZONTAL 0'-0' FIN FLR REBAR W/ 10' HOOK TIE VERTICAL REBAR 1. TO "• _ HORIZONTAL �GRouTx BOND REAM RBAw10' HaGARAGE 9N rGs %( ,IT TCE4 WXREB TR'EL2V. 7I VARIES PR ELEV RIGHT ° ` a GROUTED BOND BEAM g `/� POURED LIN .l ,�' 1i NOT USED Z a PAG3& .' ED L VE LINE E� - MONOLITHIC Cf14J 6' PVG CHASE THRU FOOTING o FOUNDATION j (4)$'XT' :4DI b' IMlMOLTSPMrN (&LV 2 XT' - I/1' DRYWALL ]-STORY 1' O U � D ATI O N J-BOLT6 MM. 5' EMBEDMENT WN 2'X2'XI/B' e2) 5 REBAR ON CHAIRS AND NUT SPACED EVENLY FROM � BABE 2 _STORY � l� T L S �S E C TI O NS RI OR TO BOND BEAM. BET IN JOINTS (3) 5 REBAR ON CHAIRS PRIOR TO PILLING. (SLEEVED ANCHOR M SOLID POUR ACCEPTABLE RETROFIT) °: /INT. FRAME WALL TOOT 1 1�0 MPH EXP. C 15 POUR CELL BLOCK WALL CONNECTION 1 n (1)9 fIEB'4R VERTICALLY W/ CONC- &GALE: V2'.I'-O' BEE ENEI%Y CODE PORMB FOR INSULATION R-VALUES ° a B' cm Q cLEANcur REmrRED 0 CLEANMT REQUIRED ARCHITECT: 1 GAS LINE THRU BLOCK 1/2' GYP.11L. W. z POR INSPECTION z FOR INSPECTION STATE OF FLORIDA z WOOD BABE a ° NOT USED w 4'00TNC, REIPP. W/ 6•x&'WAXWIAO U11M ON 6-MIL POLY ETHYLENE VAPOR L RETARDER ON DELL -COMPACTED CLEAN �, 0'-01 FIN FiR '-0' FIN PLR FILL TERMITE TREATMENT 644A-L BE 0 RE TIE VERTICAL BAR (2) 5 REBAR a I-STOIRY O BOR4-CARE �a ° ° . °a T TO HORIYONTALL �, a. 'a TO HORIZONTAL - !31 5 MBAR a 3-STORY I .. .. � as REBAR W/ 10' HOOK as MBAR W/ 10' HOOC 6 '_ =S(DE REBAR To BE z ; n l)ONTRNUOUB � � i' Pvc cua6E TFIR1 FOOTING °�•� el)4% VERT. DOWEL 0> °a a LAPPED W/ BOND BEAM uu YB LAP MRINAT CORNERS 4 a a" ri) 5 MBAR ON CHA1R3 a1APv1ESjC)rTWFLL I4, (-)TORT' HORIZONTAL/VERTICAL HOREINFORCINGRAT AL V40� OF TIN. 5 M LAP _(3) BAR ONC-IAIRe PIPE THROUGH E REINFORCING KFBEARING CHANGE 3/30/17 1-STORY FOOTING `' ° £: "`'_'' B REBAR LAP AT FOOTING TYP. REBAR LAP S�CAZ� 1/4"=1'-O" SDAL£: IG'=''_®' AT LINTEL CORNERS D W/ BLOCK WALL C :112'=1'-0' ALL E:xrr1E1z;l',IOR FOOrrE;l S AT F'Il*-TISI--I SLAB'S 70 131E MIN, l;" BELOW U1�qIDISTZJRlR_E-1D SOIL CONTROL DATE: 07/01/15 FIBERGLASS SI {INGLE^ OVER '30 FELT PAPE INSTALLED PER FBC RW521 ON 16" O.Sa SHEATHING OR i" co PLYWOOD SECURE PER FASTENE SCHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN 5/B" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1—STORY BLOCK WALL SEE ENERGY CODE FORMS FOR 4SULATION R-VALUES GYPSUM BOARD OR J" HIGH iRENGTH CLG. BOARD ONC. FILLED LINTEL BLK W/ (1) ' REBAR CONTINUOUS RECAST LINTEL -E ENERGY CODE FORMS FOR 3ULATION R-VALUES wINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.G. al aMu 1/2' GYP. WL. SD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R90521 ON rl" O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ I/Vx9" A.B w/ 2" PIA. WASHERS, i" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32' O.C. MAX IN FIELD. GONG. FILLED LINTEL BLK. W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL 5/6" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY- (1) S REBAR- VERTICALLY W/ GONG. POURED CELL s" CMU 1—STORY wo GABLE BLOCK~ WALL SCALE: 3/4" = I'-0" 2X4m SECURE TO BLOCK W/ j(`' 2X4m TAPCONB OR DRIVE PIN (MIN. SECURE TO BLoac WJ MIN. HEAD SIZE 300 EAD S ZE 0 TAPCONS OR DRIVE PINS, . MIN. EMBEDMENT I Y (MIN. SHANK SIZE .14D 8' CMU -Lr14' WITHIN 8. OF EACH END ! NOTE. STRUCTURAL 2X MUST BE S' OZ. MAX SPACING. MIN. HEAD SIM 3M MIN. EMBEDMENT 1 Yi ) DRYWALL I'X4' OR I'X2' P.T. NAILER 2X6se ON OUTSIDE a SECURED t �Ur; { WITHIN 8' OF EACH END J 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE a SECURED Ix4 P.T. OR %'X4' MIN. NON-BTRIC7URAL,' TAPCCN t0 BLOCK W/2- MIN I-Y4' EMDEDMENt INTO 2X6 THROyG1-I NGfy-81181CT1yRgL �J(`' ❑ SECURE THR! FRAME a TAPCONS OR DRIVE PIN mom' SECURE To BLOCK YApCCN MIX I-Yi EMDEDMENt EXTEND I-Yi INTO BLOCK (MIX SHANK SIZE .145 HEAP SIZE 300 W/2-�li' TAPCO4S OR INTO BLOCK W/ %' TAPGONS OR DRIVE ❑ CMUPINMIN. ' DRIVE P PIN (MIX SHANK SIZE .145 MBE MIX EDMENT 14) ,DRYWALL WITHIN B' OF EACH END (MIX 5µANK SIZE .1415 MIN. HEAD SIZE 90® 8' CMU MIX HEAD SIZE 300 IV O.C. MAX BPACNG. 'X4' OR I'X2' P.T. NAILER MIX EMBEDMENY I Y4') ,DRYWALL MIX EMBEDMENT I-Y4 WITHIN B' OF EACH 2x8mo SECURE TO BLOCK W//-�J(a' WITHIN S' O= EACH END a 1V O.C. ❑ 'X4' OR I'XV P.T. NAILER END a ka' 0,88. X 4' MIX MAX SPACING, 18' O.C. MAX SPACING TAPCONS OR DRIVE PIN 2X8m0 DOOR CASING (MIX SHANK SIZE .145 DOOR CASING MIX HEAD SIZE 300 SECURE TO BLOCK wa-%- DOOR CASING DOORJAMB OR WINDOW 70 2X PER DOOR JAMB OR WINDOW MIX EMDEDMENt I Y4') ATTACH TO 2X PER TAPCONS OR DRIVE PN (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW MANUrA MMIUFACTUREB DETAILS. WITHIN S' OF EACH END J MANfAC711RE8 DETAILS. B' OJ:. MAX SPACING. MIX HEAD SIZE -'00 ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB MIX EMBEDMENT I Y4') WITHIN B' OF EACH END a MANUFAC7URE8 DETAILS. JAMB (DO NOT EXCEED Y4') JAMB !DO NOT EXCEED Y4') IV O.G. MAX BPACING. NOTE: BRIM .48 NEEDED TO PLUMP DOOR JAMB TO BLACK +9 4 OR +5 4 / / 1PM0W TO BLACK +3/4 OR +5/4 A DOOR JAMB TO BLOCK +1-15//is" WINDOW TO BLOCK JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLOCK +3" ALE: 3/8'"I'-0' +1-15/15" C . —i- I_ i 3/S -1'� OW TO �z1 WI3/8 _b BLOCK +3" r= / r 3/ 2X4:m 2X4m SECURE TO BLOCK W/ 2X4= SECURE t0 BLOCK W/ -%' TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ TAPCONS OR DRIVE f=IIN (MIX SHANK SIZE .14S TAPCONS OR DRIVE PIN (MIX $MAMBO SIZE .140 MIX HEAD SIZE 300 (MIX SHANK SIZE .145 MIX HEAD 512E 300 MIX EMBEDMENT I Y4') WITHIN MIX HEAD SIZE 300 MIX EMBEDMENT 1)14,) WITHIN 8' OF EACH END 4 Is' O.C. MIX EMBEDMENT 049 WITHIN e' OF EACH END J IS' O.C. MAX SPACING. W OF EACH END a IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST MAX SPACING. NO.I'E:.STRUC.IVRgL 2X MUST BE ON OUTSIDE < SECURED 2X6:= SECURE TO BLOCK WPIN 2X6= BE ON OUTSIDE a SECURED THROUGH NON-611RlGTURAL 2X6Aw SECURE SECURE t0 BLOCK To BLOCK THROUGH NON-OTRUGTURAL RU OR DRIVE PIN SECURE TO BLOCK W/2-%' TAPCONS OR DRIVE PIN 'Ns TAPCON MIX 1-Y4' ' S OR I -IN DRIVE PIN fib,' TAPCON MIX EMBEDMENT INTO BLOCK (MIXTAPSHAON5NK MIX SHANK 512E .145 MIX HEAD SIZE 300 (MIX 614ANK SIZE .145 EMBEDMENT INTO BLOCK (MIX 912E .145 MIX EMBEDMENT I Y4') MIN. µFAD SIZE 300 MIN. µEPA SIZE 300 $ CMLL WITHIN $' MAXEACH END a 18' OG X SPACING:. B, �) N DRYWALL MIN. EMBEDMENT 1 49 WITHIN B' OF EACH END a IV O.C. MAX SPACING:. $' CIMU K' DRYWALL MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END K' DRYWALL I'X4' OR I'X2' P.T. NAILER 2X8:m ® I'X4' OR I'X2' P.T. NAILER 2X6 ® I'X4' OR 1'X2' P.T. NAILER a IB' OG. MAX $PACING. 2XB,mp 2ND 2X SECURE TO SECURE TO BLOCK WR-i(r' OOR CASING SECURE TO BLOCK W/2-Y,' OCR CASING SECURE TO BLOCK STRUCTURAL MEMBER TAPCON9 OR DRIVE PIN tAPC"ON6 OR DRIVE PIN UU2-Sir' TAPCONS OR ILMA26 WITHIN B' OF EACH (MIX SHANK SIZE .145 (MIX SHANK SIZE .145 DRIVE PIN END 4 6' TO 8' O.G. MAX MIX µFAD SIZE 300 DOOR JAMB OR WINDOW MIX HEAD SIZE 300 POOR JAMB OR WINDOW (MIX 612E .145 OOR CASING MIX EMBEDMENT I Y4') WITH( ATTACH TO 2X PER MIX EMBEDMENT I Yi) WITHIN TTACP TO 2X PER MIX HEAD SIZE 300 DOOR JAMB OR WINDOW 8' OF EACH END a ISO.C. MAfNIIFACTURES DETAILS. V OF EACH END a IV OP. MANUFACTURES DETAILS. MIX EMBEDMENT I Y4') TTACH TO 2X PER MAX SPACING. = SHIM AS NEEDED t0 PLUMS MAX SPACING. NOTE: 6HIM AS NEEDED TO PLUMB IV O.C, MAX SPACING. HIN V 0- EACH mo a MANUPACTIRES DETAILS. JAMS (DO NOT EXCEED Ys') JAMB (DO NOT EXCEED Y4') NOTE, 6HIM AB NEEDED TO PLUMB DOOR JAMB TO BLACK +1-1//2" ini WINDOW TO HIACK +1-1/2" DOOR JAMB TO BLOCK +2 X'f" in>t IENLIOW TO BLACK +2 1 4 JMIB (DO NOT EXCEED Yt ) DOOR JAMB TO BLACK +3" " SCALE: 3/8'"I'-0' `� SCALE, 3/8'=1'-®' /'F WINDOW ` TO BLOCK +3" SCALE: ROOF DIAPHRAGM USE 7/16" OS.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS 6 4" O.C. EXTERIOR SHEATHING USE 1/2' CDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND '8 RING SHANK GUN NAILS 4' O.G. TOP t BOTTOM PANEL AND '8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. OR TUTS" ZIP SHE SYSTEM (INSTALLED PER MANUF, SPECS.) NOTE: RING SHANK GUN NAILS SHALL BE PERMITTEp AS AN ACACGEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIRE(" TENTS 51ZE HEAD LENGTH DIA. ENSILE STR Sd ROUNDMODIFIEp I i/8" .113 170,000 OR T i0d ROUTNDMODIFIED 21/8' 128 170000 NOTE: NAILS TO MFG BY MEMBER OF TNT. STAPLE, BE NAIL < TOOL AS IATICN 10113 INCH NOMINAL SHANK DI TER 2 RING DIAMETER OF 0,012 OVER SHANK DIAMETER 3.16 TO 20 RINGS PER INCH 4. 028o INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0" O.G. (AT SHEATHING SEAMS) STIFFSACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24" O.G. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 126's o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM 50ARD OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS :-CAST CONC. SILL P.T. FURRING STRIPS 24" O.C. 1/2" GYP. WL. SD. WOOD SASE 2X4m SECURE 10 BLOCK WY4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST BE WITHIN 8' CF EACH END ON OUTSIDE a SECURED IB' OG. MAX SPACING. THROUGH NON-STRUCTURAL No' 2X6me TAPCON MIX I-Y,' EMBEDM'MT SECURE 70 BLOCK INTO BLOCK WA-1/4' TAPCGTNS OR DRIVE PN (MIX SHANK SIZE .146 MIX HEAD SIZE 300 'CMU MIX EMBEDMENT 149 DRYWALL WITHIN B' OF EACH END ? rl°X4' OR I'X2' P.Y. NAILER 18' O.G. MAX SPACING. 2X8mp --}(e' O.S.B. X 4' MIN. SECURE TO BLOCK W/1-1/4' tAPGON$ OR DRIVE PIN DOOR CASING (MIX SHANK SIZE .145 DOOR JAMS OR WINDOW MN. HEAD SIZE 3" ATTACH 70 2X PER MIN. EMBEDMENt I Yi) MA PACTURE6 DETAILS, WITHIN 8' O= EACH END J 18' O.C. MAX SPACING. NOI-E: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ya') DOOR JAMB TO BLOCK +9-7/15" @ WINDOW TO BLACK +9-7/is"3/8 2X4m 8ECW F:t TO BLOCK 6W4' TA11110" OR DRIVE PIN (MIX SHANK SIZE .145 MIX HEAD SIZE 30D MIX I YEN INEMBEDMENT WITHIN 8' O= EACH EN, < NOTE: STRUCTURAL 2X MUST IS' O.C. MAX SPACING. BE ON OUTSIDE a SECURED 2X6 THROUGH NON-STRUCTURAL SECURE TO BLOCK UTA-1/4' %TDMCEN MIX I1-A' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIX HEAD SIZE .300 MIX EMBEDMENT I Y4') WITHIN B' O= EACH END a JID L L 18' O.G. MAX SPACING.. I'X4' OR I'X2' P.t. NAILER 2XSm0 SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN TAPCCNS OR DRIVE PIN OOR CASING (MIX SHANK SIZE .145 MIX HEAD SIZE 300 MIX EMBEDMENT 1 Y�) DOOR JAMB OR WINDOW WITHIN e' OF EACH END a ATTACH TO 2X PER IS' O.G. MAX SPACING. ANLPAC7URE8 DETAILS. NOTE: 5,41M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FSCR R90521 ON J" O.S.B. SHEATHING OR J" CDX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. QH. MTL. DRIP EDGE — 2x4 OR 2xfo FASCIA PER — ELEVATIONS VENTED ALUM. SOFFIT — STIFFBACK AT ALL — UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE E CONDITION.) O.S.B. SHEATHING OR 4' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8" THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFISER JUM50TEX GRADE `D" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED_ (SEE DETAIL 5/D3) SECURE GABLE TO 2x6 P.T. PLATE W/ 126'6 &' OjC, iti 1 1 SECURE 2x6 PT. PLATE TO BLK W/ "x9" ANCHOR BOLT W/ 2' WASHER SET IN 5IMP50N HIGH STRENGTH EPDXY 1" EMBED. MIN. w 32" OC MAX. THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED — DIRECTLY TO MASONRY I Iv 1— STORY GABLE W/ VAULT C LG. 3 BLOCK WALL 8' CMU Lf JS' DRY I'X4' OR 1'WALL X2' P.7. NAILER �rlx4 P.T. OR 91X4' MIN. SECURE THRU FRAME s EMEND I Y1 INTO BLOCK W/ tAPCOMlB OR DRIVE PIN lMIX SHANK SIZE J45 MIX HEAD SIZE 300 MIX EMBEDMENT I -A' WITHIN S' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED X') DOOR JAMB TO BLACK +3/4 OR +5/4 rill WI'RDOW TO BLACK +3/4 OR +6/4 DOOR JANB TO TO BLACK HLOCR+8 +93/4" 9/4 .� ivrrl WINDOW zu TOP CORD BLOCKING AT 4' `c �u O.G. MAX. IN FIRST 2 FRAMING y SPACES AT EACH END. NOTE: TYP. EXT. SHEATHING ATtACHMENT 14e RAFTER OR TRUSS FOR SHEAR < UPLIFT (OSB. TO BE STRUCTURAL N GRADE) CONNECTORS FROM STUD TO PLATE ARE z ROOF SHEATHING NOT REQUIRED EXCEPT o OPENINGS ly v z J �5 4`1 mom' ROOF 5I4EATHING LA-r'OUT R ENDWAL LBRACING BUILDING LENGTH PLE E D ERAI"(INCz "S RING SHANK GUN NAILS ® 4' OC. TOP E 60TTOM EDGES N J z LL LL N U 13 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9' A.B. w/ 2" DIA. WASHERS, 1" MIN. EMBEDMENT WITHIN W OF EA. END, 32" O.G. MAX IN FIELD. '8 2' DECK SCREWS ® 6'-a, O.G. MAX * EDGE8 4 12' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING BETWEEN TRUSSES WHERE "X" BRACING IS PRESENT PRE-ENG GABLE TRUSS �_—CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRUSS TO BE INSTALLED a MID. POINT OF TRUSS SPAN, OR 10-0" O.G. MAX. SEE ENEMY CODE FORMS FOR INSULATION R-VALUES " GYPSUM SOARP OR }" HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 ++ 24" O.C. 6 INTERIOR KNEE WALL GONG. FILLED LINTEL BLK W/ (1) #5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P-T. FURRING: STRIPS m 16" O.C. S' C` 1/2" GYP- WL. BD. WOOD BASE NOTE: PER F5CR C305.2.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D22fio TYPE II, ASTM D 486S TYPE IV, OR ASTM D ro75l GABLE END 9 IX4 DIAGONAL BTM. CHORD BRACING:. SEE PLAN FOR LOCATION PRE-ENGs'D WOOD TRUSS (TYP) as 24' O.C. MAX SIMPSON HETA-16 (TYP) VERIFY VW/ TRUSS PLAN LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36' O.C. MAX as TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS 6 EA. TRUSS CHORD BRACING SCALE: I/2 " = I' -0" `05 RING SHANK GUN NAILS o 6' OC. IN FIELD TYP. EXT. SHEATHING ATTAGIHIMENT FOR ROOF SHEATHING (OS.B. TO BE STRUCTURAL GRADE) RChITECTS Li441LLN. RONALD REAGAN BLVDA ONGWOOD, FL 32750 PH: 407-774-6078FAX: 407-774 4078ww.abdesigngroup.com AA #: 0003325 7Ae LOT. CREE�SIDE 112 PRoarsa'C'i'a� 04321. 000 MODEZA [� 4EBB 1828— CALI" GARAGE r(8��1SjWf [i'I G: I�ll� it l P' ANIGM SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORDA JUL 12 Dp 3/30/17 13C A a o 1 /4"= V— 0 , ISER;LASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR "05-21 ON 11i OS,B. SHEATHING OR }" CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG WD. TRUSS 24' O.C. MAX. MTL. DRIP EDGE 2X4 OR 2X6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT ON 1/2" CDX OR 'I/16" 0515 SECURE t0 WALL PER FASTENER SCHEDULE ON SHEET D2 OR -1/16' 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 SACKED LATH OVER AN APPROVED HOUSE WRAP f DETAIL 5 GONG. FILLED LINTEL SLK. W/ (1) 415 REBAR CONTINUOUS eti k 5/8" THICK, T PORTLANI ENt PLASTER A PLIED DIRECTLY TO MASONRY z E 2-STORY WALL 1 SECTION r-15ERCsLA55 SHINGLES - OVER "30 FELT PAPER INSTALLED PER FBCR RW5.21 ON O.S e. SHEATHING OR i" CpX PLYWOOD SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 1 2X4 OR 2X6 FASCIA—/ PER ELEVATIONS SECURED W/ (3) 12c1 NAILS 1/2" CDX OR'1/I6' OSB-,, SECURE to WALL PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED, SEE — DETAIL 5, SHEET D3 2X6 P.t. SECURE W/- 1/2"X9' ANCHOR BOLT 32" O.G. MAX. NAIL GABLE TO 2X6 W/ 12d NAILS 6" O.C. SECURE TO TRUSS W/ (2) 12d NAILS EMBED. 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 SPECIFICATION WINDOW SILL .2x6 STUDS a 16" O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T 4 G SU5FLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 PRE-ENG F TR 5 (INSTAL S EGS.) " PS OR J' HIGH RE T C BOARD IX2 N ER/DRAFT STOP — SEE ENERGY CODE FORMS I FOR INSULATION R-VALUES —PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONCRETE SILL (1) 5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS A 24' O.G. a' CMU 1/2" GYP. WL. Bp. WOOD BASE 0' -011 FIN. FLR. FISERGLA8S SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R5051.-T ON O.S.B. SHEATHING OR k cDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2X4 OR 2X6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 1/2" CDX OR'l/16, OSS SECURE t0 WALL PER FASTENER SCHEDULE ON SHEET D2 OR I/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 7/8" THICK, 3 GOAT CEMENT PLASTER APPLIED t0 METAL LATH OVER 2 LAYERS OF GRADE 'D" BUILDING PAPER OR PAPER SACKED LATH OVER AN APPROVED HOUSE WRAP DETAIL 5/8" THICK, 3 C, AT PORTLAND GEM T PLASTER APPL P DIRECTLY TO MASONRY 2-STORY - SECTION SCALE: 3/4" =1' -0" 2x4 BLOCKING: BETWEEN TRUSSES At FIRST (5) SAYS 4'-0" O.C. (AT SHEATHING SEAMS) P WD. TRUSS 24"" O.C. O,C. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRUSS -SEE ENERGY CODE FOR" IS FOR INSULATION R-VALUES -5/8" 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 2x6 STUDS m 16" O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES T 4 G SUSFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET 02 '— PRE-ENG FL0 Be ( INSTALL P E SJ —" GY }' HiG ST G. BOARD — I NAILS DRAFT STOP C C. FILLED LINTEL BLK W/ 5 REBAR CONTINUOUS — SEE ENERGY CODE FORMS FOR INSULATION R- VALUES — PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONCRETE SILL (I) 5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 6 24" O.G. 8' CMU 1/2, GYP. WL. 5P. WOOD BASE 0'-0. FIN. FLR. FIBERGLASS SHINGLES OVER *30 FELT PAPER (OR APPROVED EQUIVALENT) ON " O.S.B. SHEATHING OR "" CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT z Cz 1 OCL V y/ �0- zLU JU 0 O Ul A�z I-- � z W z OI— 00 O� z u 7® (K 4 1,0000 UPLIFT CONNECTOR 2x8 SYP *2 DBL TOP PLATE ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WALL SHEATHING 2x8 SYP 02 WOOD STUDS AT 12" O.C. MAX 2x8 P.T. SYP *2 SOLE PLA*E WEEP SCREE ik ASTM 926 -C 4 63 C (SEE P 1 2/p J "5 REBAR 16" O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. R-4.1 INSULATION PROVID3= EAVE BAFFLE OVER THE TOP OF INSULATION FOR CLEAR VENTILATION PER FBEC R402.23 SEE ENERGY CODE FORMS FOR INSULATION R-VALUES. " GYPSUM BOARD OR 1-41GH STRENGTH CLG. BOARD S IMPSON SP2 -w EA. 2X8 STUD 2" DRYWALL " DIA ANCHOR BOLT AT 16" O.G. MAX WITH -t" EMBEDMENT AND 2" DIA. WASHER POURED SOLID WITH CONCRETE. (1) *5 REBAR HORIZONTALLY \ PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES \ SPECIFICATIONS /—PRECAST SILL I Ix2 P.T. FURRING STRIPS 16" O.G. 8" CMU 1/2" GYP. WL. BD. (1) *4 CONTINUOUS REBAR WOOD BASE *4 REBAR 48" LONG W/6" HOOK a 24" O.C., I MIN, 24" IN SLAB -01 III - IN SL N — rP��( WALL L 3 I/2" CONC., REINF. W/ 6"x6° co 4 W1.4XWI.40 WWM ON 6-MIL SECTION - L4— a POLY ETHYLENE VAPOR p ° � RETARDER ON WOOD WELL -COMPACTED CLEAN FRAME T( ��f l B LOCK WALL ° 2 1 -O" SHALL BE BORA-CARE C3) *5 REBAR CONTINUOUS ON CHAIRS PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES i— OVER W30 FELT PAPER PRE-ENG GABLE TRUSS �Ot� �Sf'F ST(FFBACK (SEE SEALD TRUSS INSTALLED PER FBCR SPF STIFFBACK (SEE SEALp TRUSS ENG. PACK FOR SIZE 4 CONNECTION) R905.21 ON I" O.S.B. DIAGONAL BRACE 6 SHEATHING OR }" CpX ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS 2x4 5E BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST TRUSSES H FIRST r BAYS 4'-0" PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL O.G. (AT SHEATHING SEAMS) PER FASTENER O.C.(AT SHEATHING SEAMS) SRAGE t0 SE g ANY �0��: SCHEDULE SPAN 15'-0" OR DIAGONAL BRACE a+ MTL. DRIP EDGE GREATER. REFER t0 PRE-ENG Wp. TRUSS 24" CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR O.G. MAX. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS i PRE D. U 24" ADDITIONAL BRACE TO E,E a ANY SPAN SECURED W/ (3) 12d O• i'eL HORIZONTAL TRUSS 15'-0' OR GREATER. REFER NAILS € REINFORCEMENT. TO TRUSS ENG, FOR SEE FASTENER i` SECURE To 000'-0" t0 30'-0' ll) ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ / X-BRACE TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" t0 60'-0" (3) FASTENER PATTERN 0'-0NAILS X-BRACE (l) X-BRACE " t0 30'-0' ll) 1/2' CDX OR 1/16" OSB X-Bo CENTER AND (2)RACE SECURE TO WALL PER 30'-1' t0 60'-0' (3) BRACE DIVIDED FASTENER SCHEDULE EQUALY FROM CENTER X-BRACE (1) X-BRACE ON SHEET D2 a CENTER AND (2) OR 1/16' ZIP SHEATHING t0 END BRACE DIVIDED SYSTEM (INSTALLED PER CON(2)12 ER ANUF, SPECS,) CONT. 2x4 SPF RAT RUN SECURED W/ 2-STORY 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTt 2) 12d's 9 EACH TRUSS TO END 2x4 W/ 3/6' X 5 LAG (2) 12d's 8 EACH TRUSS GABLE END (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 632" O.C. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's tv EACH TRUSS DIAGONAL GABLE SIMPSON META-24 a (3) 12d's o EACH TRUSS DIAGONAL CROSS SS X-BRACING TO COVER 5-TRUSSES 32' O.G. MAX. X-BRACING To COVER 5-TRUSSES 5/8' GYPSUM BOARD OR 1/2" BRACING HIGH —BRACING DBL TOP PLATE 5/8" GYPSUM BOARD OR I/2" HIGH STRENGTH CLG. BOARD SCALE: 3/4" =1'-0" 2X STUD 16' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4" = I' -0" WOOD SHEATHING i LAYER M, STUCCO WRAP WR5 LAYER 12, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER ® 7" O.G. MAX -i TEXTURED FINISH 4 WOOD "M" TYPE CONTROL JOINT FRAME TO BLOCK CONNECTION SEE DETAIL y 15/D1 6' METAL LATH STRIP 6' WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING: TEXTURED FINISH a MASONRY a' CMU VERTICAL CONTROL BETWEEN DISSIMILAR q- MTERIALS'LE: N.T.S. 3/4" T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D FASTEN 2X4 RIBBO (P. CMU) W/ (5) 126 NAILS EA S PR �G FLOOR TRUSS ( INS` I L P MFG. SPECS-/ N - FI'' ED LINTEL BLK W/ CI REBAR CONTINUOUS RIBBON �' \FASTENING DETAIL SCALE: 3/4" ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGS.) 1=xTERIOR WALL b4-4`cAtµiNCs (SL N FASTEN EACH STUD TO D5L. TOP PLATE W/ USP SPt24 NAIL PER MANUF. SPECS. SECTION AT TOP r�OF EXTERIOR WALL e� SCALE:NTs EXTERIOR WALL STUDS PLACE STRAPS SPACED (WALL SHEATHING NOT AND FASTENED AID SHOWN FOR CLARITY) SHOWN WITH ONE ADDITIONAL STRAP AT FASTEN STUDS TO BLOCK WALL EACH WINDOW KING STUD WITH USP t15TA48 STRAP WITH FASTENERS AS 811 INSTALL STRAP • EA. END (UXO) 4 COMMON NAILS SPACE STRAPS AS FOLLOWS: 0.14801 X I Ifl' -110 MPH 'C': 32' O.G. VILN -160 MPH C': 32' O.G. -130 MPµ B: 48' O.C. ` -140 MPH C 46' O.C. TOP OF STUD WALL _ SOLE PLATE FILL ALL REMAINING: STRAP HOLES Wl 10d NAILS INTO WOOD 5ACKING DO NOT PLACE SCREW IN TOP OF TOP HOLE NEAREST TO TOP MASONRY WALL OF CMU BLOCK WALL 7-9 CONNECT BOTTOM of STRAP TO CMU BLOCK WALL W/ (T) 3/16' DIA. X 1-1/4' L � FIC MASONRY WALL EXTERIOR STUD WALL CONNECTION 3TO FIRST FLOOR MASONRY WALL SCALE: NTs A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 s . dt LOT: CREEKSIDE LOT# 112 PRO CT# 04321.000 MODEL: 4EBB 991828- CALI" GA11111i sw rG: RIGHT PAwi SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OFFLC7�A Im DBL. TOP PLATE 2X4 I&' O.C. MAX SECURE 2X4 W/ 2-1/4t TAPGONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 14" W/IN EA END NOT TO EXCEL$ 18' A� *25LOCKING HEAtHINGWIPER BLK EA END *NOTE: NAIL SHEATHING TO ALL 2X AS PAR EXT. SHr=,4T4NG NAILING, 56 4" rAl EXTERIOR ARCHWAY WITH WINDOW SCALE: rj� CLOSED VALLEY FLASHING DETAIL \\ v / N.TS. 1/2" CLG. BOARD SE:� PLAC! 70 SLAB W/ 106 MASONRY NAIL. ® 32' O.C. MAX 2X4 DBL, SP4032' O.G. TOP PLATE TOP 4 BOTTC 1/2' CLG. BOA D1/2' OR1 DRYWALL6' O.G., U.ON. -2X4 CONT. 2X4 WOOD — STRESS STUDS e161, BLOCKING O.C„ U.O.N. MID -WALL /2' DRYWALL 1/2'X9' 32' 01-7t' DBL. TOP PLATE 2X4 16" O.G. MAX: SECURE 2X4 TO WOOD W/2-12d o 6'-8' O.C. STAGGERED SECURE 2x4 W/ 2-%'- TAPCON8 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 EMBEDMENT I Y4' /IN S' EA. END NOT 7d F7nEFr-j 2X4 SOL BLOCKING—/ BT. PLATE SECURE,I1 SHEATHING ' CDX WITH MIN. 2-12d PER BLK EA. END EXTERIOR ARCHWAY 2X4 SECURED TO GAB NG W/(2)12d 6' O. 2X GU D TO CsAB WW2)1 EA. UPRIGHT • L-30 GABLE BLOCKING TRUSS 2x4 BLOCKING a EA. RAFTER L-30 EA. RAFTER H2.5 EA RAFTER 2x4 RAFTER f' �4' O.O L 2x4 FRAMING (TYP) %,/ FRAMED OVERHANG N.T.S. 2X4 DBL. 2X TOP PFI Ar TOP PLgTL F'R 5FAB I -RUBS 1/2" D CLG. ROAR- _ "'� 1/2" DRYWALL SS LOCKING MID -WALL SECURE BT.PLAT TO SLAB W/ 10d MASONRY NAIL s 32" O.G. MAX i 2X4 PT. SrE FOUNDATION PLATE SLAB FOR DETAILS GONG SLAB SEE FOUNDATION c FOR: DETAILS 1—STORY INT. BEARING WALL (NO UPLIFT) SCALE: 1/2' =1' -01, 1/2" CLG. , GONT. METAL—� TRACKS, TOP • BOTTOM 1/2" DRYWALL 2X4 WOOD CHANNEL SNAPPED STUDS 024' STUDS 24' OACU O.C. LAYER 966, a_ ' G. BLAB 81`14r32' O.C. MAX 1—STORY 1—STORY INT. BEARING WALL TYP. INT. WALL @��MCAL_r=: FT) NON—BRG.�� ) I/2'=I' SCALE: 1/2"=1'-0' TRUSS TO WOOD FRAMING SIMPSCN M75-12 PRE-ENG TRUSS DOUBLE TOP PLATED` 2x CONTINOUS STRESS DBL. 2X TOP PLATE SP4�32' O.C. MAX BLOCKING MID WALL 1/16' OS.B. a 2x STUDS m 16' O.G. MAX, OR 1/16' ZIP SHEATHING vN UAN. SYSTEM (INSTALLED PER D MANUF. SPECS.) AND«SCREWED AS PER 2X BLOCKING F ULE �R STUDS TO TOP OF I/2' CDX OCR STUDS 2X STUDS 16' O.C. M w SON MSTA-36 • 32' 2X-BT��M.``` PLA m OG. MAX 3/4' FLOq�pECKING MSTA-36 32' O.G. ° MAX NGINEERED FLOOR GIRDER PRE -END FLOOR TRUSS DOUBLE TOP PLATE PRE FLOOR TRUSS 2x CONTINOUS STRESS 29 BLOCKING MID WALL OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS • 16' O.C. MAX, W/ 1/4" GAP FROM BLK TO OS$. UAN. I/2' GYP. WL. BD. O HORIZONTAL 2X S.PP. STRUCTURAL BLOCKING AT SECURE BT. PLATE TO PERIMETER OF 0SU3. TO PROVIDE CONT. NAIL PATTERN SP4e32' O4WSIMPSON SP4 SLAB W/ Jj'x9" ANCHOR O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH ST�NGTH EPDXY 7" EMBED. MIN. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW 32' O.G. MAX Q5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS INT. 2—STORY L.B.W.EXT. WALL SHEATHING SCALE: In'=1'-0' 4 SCALE: 1/2"=1'-0' ED TO EACH 12' O.C. CONG. X EpCsES 4 "-8" O.G. MAX IN TI--II= FIELD SECURE 2x(b MIN. TO BLK W/ !2) "XS' A -BOLTS 4' EMBEDMENT I W/ 2'X2"XYm WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR H IN JOINTS PRIOR TO FILL G G C PRE-FAB TRUSS N 1—STORY TYP. INT. WALL METAL STUDS 8 c�(NON—BRG. ) SGALE: HEADER SIZE PER SPAN CHART. Nw Ow I L 0 SECURE 2x4 ON FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) VX8" A -BOLTS 4' EMBEDMENT MIN. 0 W/ 2'X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HIM IN JOINTS PRIOR TO FILLING. 1-2X(p PT BLOCK w CENTER OF G DOOR HEADER WKI) J5'X8' J-BOLTS 4' EMBI=DMENT W/ 2"X2'XK' WASHER �0 AND NUT. NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: 1/2' - I' -0" CDX PLYWOOD 6'-0" OPENII�IC`x a 4 a . ° PRECAST LINTEL a ° ° ° -- �a IZ -- I TO SECURE TO FRAMING, NEED MIN 1 1/2', LESS THAN �° a 11/2', WINDOW MUST BE SECURED TO BLOCK 2x4 BLOCKS J 4a a SECURE 2x TO BLOCK W/ (2) a'x3' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) ° (MIN EMBED. I {") WITHIN 8" OF EACH END AND 18' O.G. MAX SPACING. a CMU WALL ° a11 — a-' a a. �1 yG ARCH WINDOW FRAME TYP. EXTERIOR WINDOW/ 14 DOOR OPENING WD FRAMED SCALE: 1/2'=1'-0' / SCALE.3/4"=I'-m" PRE-E SSES W/ TRUSS CON TOR RIFY W/ v;=0Lfu-, LATE PRE -END TRUSSES OR GONV. FRAMED RAFTERS o 16, OG. A-ENfsIN3=EKED SON LStA-12 � EA JACK TRUSS STUD, BOTH SIDES OF OPENING. MTS-12 2x STUDS a 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN Jj' OF WINDOW/ DOOR OPENING AND SECURE PER 2X NAILING SCHEDULE O PLATE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN ;T _w Srt-A ING OR 2X4 X4 STUDS 16° CHART FOR DETAILS AND D PiY D. TACHED 5TM• SPECIFICATION) R FAS NER SCHEDULE PLATE JACK STUD ASSEMBLY TO ON SHEET D2 TS- SECURED ONE PLY a A TIME. SYSTEM ZIP SHEATHING TEM (INSTALLED PER USE 12d NAILS, TWO WITHIN 6' MAC SPECS.)TEXT. FINISI I FROM EACH END < NO MORE 2x4 BLOCKING UNDER THAN 12' O.C. STAGGERED WALL STUDS SCURE--l"iETA-16 SP4 OR H5 a TOP AND BETWEEN TRUSS BAYS W/ PRE-ENGINEERED BOTTOM PLATES • EA FULL (3) 12d'm EACH END TRUSS LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE Gam% WALL OF OPENING. SHEATHING TO LAP TO STUDS Iry I, O.G. BOTTOM OF PRE-ENG'D MTS-12 • EVER STUD 7L — TRUSS BELOW- SHEATHING MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE FROM ZND FLR LINE. KNEE WALL DETAIL @ ENTRY DORMER 16 ATTACHMENT SCALE:3/4'=1'-0' LJ 15 SCALE:I/2'=1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 106 GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS ® EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS - ALTERNATE CONNECTION M5TA-24 RAFTER TO BLK'G BETWEEN TRUSSES - HEADER SIZE PER SPAN CHART. DOOR OPENING TYP. INTERIOR DOOR OPENING WD SCALE: "5 REBAR VERT. IN SOLID GROUTED CELL 5/8' THICK 3 COAT - CEMENT PLASTER APPLIED DIRECTLY TO MASONRY cr. 4 CONV. FRAMED ROOF SCALE: 1/2' = I' -0' -PRE-ENG TRU55ES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN -DOUBLE TOP PLATE CRIPPLE STUDS a 16, O-G. MAX -SIMPSON LSTA-12 40 EA. JACK STUD, BOTH SIDES OF OPENING. -2x STUDS a 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS ANC) 8PECIFICATION) JACK SCUD ASSEMBLY TO BE SECURED ONE PLY ® A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END, 4 NO MORE THAN 12' O.C. STAGGERED 1/2"x9' A.B. MIN. i' EMBEDMENMT 8' FROM EACH END 4 32' O.G. MAX. SP4 OR H5 a TOP AND BOTTOM PLATES o EA FULL LENGTH STUD, BOTH SIDES OF OPENING LINE OF SLAB CORNER BEAD SEALANT 4 DAGGER ROG B' OMU SEE STRUCTURAL rcR REINFORCEMENT -2x6 P.T. WD AtTACHED TO FILL CELL AS PER PRODUCT SPPROVAL REa FROM MIAMI-DADS COUNTY WEATI-IER STRIP MOULDING ALL AROUND(BY GALV. STEEL-- DOOR MANUF.) TRACK BRACKETS FASTENED TO WOOD JAMS W/ 3/I6'xl 1/4' LAG GALV. OTEEL — OVERHEAD DOOR SCREWS VERTICAL TRACK 1' MIN HY OTHERS BY MAUF. _ SLIDE ' ._ FASTENED TOROO,� TRACK BRAC' W/ I/4'-20XI/1' DOOR JAMBS CARRIAGE BOLTS ��_ �_ .. g�GUARAGE AND LOCK NUTS. SCALE: I/2 _I 0' " I115 UPLIFT SIMPSOM 14TSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL " 1900 UPLIFT (2) SIMPSOM PTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPGONS t0 CONT -POUND LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS TRUSS ANCHOR 12 RETROFIT N.TS. CONTROL DATE: 07/01/15 r A R C W I T E C T S Design Gr0L lnc. 327LFAX:407 ODF 774-6078VL 50 407-7 '0 i74gombdesgroup.c:OOfl5 332V F w W U � Z W lll to i � fl o U 4 v A ti r C p � r`- 2 ti �tJ�DEV. &a IAT: CREEKSIDE LOT# 112 PROJECT# 04321.000 MOD 1 4-EBB "1828—CALI" GAMAGE aVMG: RIGHT PAGIM MISC. DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORtDA JUL 12 DAM 3/30/17 8C :1/4"=V-0"' ' S , T Planning & Development Services Department Go Building & Regulations Division m ��x ;" ._ Product Review Affidavit Building Permit # Owners Name Applicant Product Opening Design Product Rated Manufacturer Model 11 # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL6891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3f4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-50) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. SH Window (Integral Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. Mulled) +38 / (-51) ( ) (+50) / (-55) Ply Gem PI Gem 1500 y FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1f4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door +33 -41 +25 Builders Series distance. 6" max o/c from corners and 20 3/4" max 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 ebe Y.AT: CREEKSIDE LOTS 112 04321.000 I GM PRODUCT APPROVALS M�B. DIt 4EBB "1828- CALI" C� ti�� 391iINCi: RIGHT 1�0 MPH EXP. C ARCHITECT STATE OF FLOMA JUL 12 3;/30/17 FN 5I-IEATI-IINCz 5Y5TEM 15 NOTE: NOTE: LLED, PLEASE 5EE APPROVED BUILDING WRAP IF •ZIP SI-IEATI�-IING SYSTEM IS SHALL BE LAPPED A MINIMUM Gi INSTALLED, PLEASE SEE 4'x4' SELF-ADI 4ERINCx MEMBR4NE� 6" ACTURERS 6' s VERTICAL LAPS (ROLL 4'x4'FLASIEL (COMPATIBLE M HOUSE LATION PROCEDURI=S ENDS) a 6' s PORIZON74L LAPS. MANUFACTURER5 WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TTAM LATE+ VERTICAL LAP 70 BE 1" INSTALLATION PROCEDURES AWED HOUSE WRAP. WITH FORTIBER SHEATHING FLASHING TO EXTEND ONTO PIPE \ I' OR LESS PIPE x 6'xb' SELF -ADHERING MEMBRANE PREFORMED ONTROL JOINT � PENETRATION \ FLASHING (COMPATIBLE W/ HOUSE PTHICK 3 GOAT CEMENT � / WRAP MATERIAL) OVER 4"x4' FLANrIIEDNTROL JOINTS t \ PLASTER SELF -ADHERING MEMBRANE BE W ). LATH s 9" FLASHING OVER APPROVED O.G, MY.). NOTE: DO WR$ LAYER M2, FORtIFIBERNOT FNTROL JOINT TO BUILDNG PAPER i HOUSE WRAP. nIN. LAF METAL\ / FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS / BEYOND EXCEPT STAPLES W/ APPROVE M 3fe" LEG MAY BE USED TO TEMP. D .G METAL LATH SECURE CONTROL JOINI FASTENED s1' (VERT.) O. MAX �%< X X X T FA DURING INSTALLATION AT SUPPORTS FASTENERS TO BE SPACED STUCCO CUT AND OVERLAP ONE SIDE OF T' O.C. MAX VERTICALLY STULAYER M, SEB SELF -ADHERING MEMRANE CUT AND OVERLAP ONE 51DE OF s CCO WRAP METAL LATH FLASHING SELF -ADHERING MEMBRANE WOOD SHEATHING' WRB LATER �l, �' THICK 3 COAT CEMENT .STEP STEP OR TIEM ZIP SHEATHING % �WRB LATER �ry�LA31-41NCs I SYSTEM INSTALLED PER �� ' STUCCO WRAP PLASTER STUCCO WRAP MANUF SCSI METAL LATH i 6' MIN PAPER LAF BELOW ONLY / RB LATER M2, FORTIFIBER WRB LATER M2, FORCIFIBER WRB LAYER 02, FORTFIBER W BUILDING PAPER BUfLDING PAPER i AR+R_"eA7HAPER LRB LAYER 41, — STUCCO WRAP N 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE e' To ¢° INSTALL FASTENERS (CLIPS, I, FLASHING OVER APPROVED ACC SHALL NOT GAF MIN. WOOD SHEATHING SCRAPS, STAPLES) AS ,� I-IOLLSE WRAP• CONTINUOUS 6° IN e" 6° IN s I OR T/16' ZIP SHEATHING REQUIRED TO SECURE 4 OINTS H CONTROL \ MIN. MIN. ,I SYSTEM (INSTALLED PER FLASHING TO EXTEND ONTO PIPE E STOPPED BUT SHALL / M UF. SPECS.) PIPE/ WIRE TO FRAMING 4"x4" SELF -ADHERING MEMBRANE IE STOPPED AND r ,r^, ^„ FLASHING OVER APPROVED IED A7 EACH SIDE. HOUSE WRAP. R ASTM GI063 PROVIDE 2X4 BLOCKING I" MIN LATH FLASHING CO EXTEND ONTO PIPE 10.1.4 PLACED FLAT MAX. 6' TO S' LAF, a^ OVER FROM CONTROL JOINT WHEN ALL LAP IT \ CONTROL JOINT FALLS ON APER LAP FASTENERS FOR LATH TO BE NAILS O\R STRUCTURAL STUD SCALE: 1 1/2'=1'-0" %' CONT. BEAD OF 5EALANT TAPLES IN COMPLIANCE W/ ASTM CI063 INSTALL APPROVED HOUSEWRAP AIR WIC TIES CO BE (NO. IS) 0.0415' WIRE / INFILTRATION BARRIER OVER BLOCKING SHOWN MAY BE IN ADDITION �c SHEATHING O WALL STUDS REQUIRED PER PLAN / ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE tYP WALL SECTION) VERTICAL LATH I & PAPER DETAIL .; WOOD STUDS.t - 1y SECTION ION PER FBC R703.6.1 dQTE: SHEATHING '� Exterior lathing and plastering SIDE LAPS OF METAL OR T/16' ZIP SHEATHING SYSTEM shall comply wior use of th the application and cement plaster (INSTALLED PER MANUF. SPECS.) PLASTER BASES SHALL requirements of ASTM C 926-12A. TYPE CONTROL JOINT FR SECURED ro BUILDING .ni NOTE: 1 FRAMING MEMBERS. PAPER 6 " Installation of exterior lathing and framing THEY SHALL BE TIED LAp IF ZIP 51-IEAtl-41NG 51'STEM IS INSTALLED, PLEASE SEE shall comply with ASTM C 1063 12A. BETWEEN SUPPORTS WITH 0.0415-IN, 0.21-MM) STUCCO Y LAF Ll r MANUFACTURERS WIRE AT INTERvALS NOT x a• LAF' - F4PER MORE THAN (22S-MM). INSTALLATION PROCEDURES I. FOLD NYIAIQD a PT. A � I. FOLD INWARD • I.T.S PER ASTM GI063T. A @FOLD 7. CREASE . PT. D ® KI C TKO U T NOTE: ® FOR REPAIR OF TEARS HORIZONTAL LATH N WRB LAYERS, TEARS j�� j�� DETAIL MAY BE PATCHED & PAPER DETAIL®' '" W/HOUSE LLRAP TAPE PER MANUF. SPEC. OR FOLD PEEL d STICK,� 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER O3 L FOLD INWARD . O MANUF- SPEC5.) OR PT. A D FOLD NwARo . PT. A WOO5HE ATH ING • - CIREASE PT. p # z. GREASE . PT. B 7� WRB LAYER I, 3. GREASE . PT. G s. GREASE • PT. C STUCCO WRAP e �� 4. FOLD PT. C OVER FT. B TILL PT. C TOUCHES BOTTOM FLANGE ® " THICK, 3 COAT CEMENT PLASTER - I�` I " METAL LATH LE�END ® ©FOLD © LAP WRB. E TAPE OVER , ROOF/WALL 5CREED ING,� �N(�.UR5 NOTE: • �' BOTTOM FLANGE SEAL POLP, PQ IF ZIP SHEATHING SYSTEM 15 NOT CUT. INSTALLED, PLEASE SEE z 5"X5° "L" TYPE CONTINUOUS l��'� �,� (01�11-f �� MANUFACTURERS GALv, METAL FLASHING I I INSTALLATION PROCEDURES �' THICK 3 coaT cEMENt z (NAIL TO ROOF DECK, NOTI INS F,��) PLASTER l.lWALL SHEATHING) WRB LAYER "2, FOR7IFI5ER _ 5l11LDING PAPER CAP SHINGLE - DO NOT NAIL, X X X X STUUCCLO �p INSTALL WITH ROOF CEMENT � '� '� LAP LAYERS OF BUILDING WRAP • •• OVER NAILING FLANGE, s-noi :.: BHINCaLES114' ABOVE ,� Su,�C� } ROOFWALLSCREED ROOT= CEMENT 5x5 WALL FLASHING UP � �-s�IN�LE Roo>=1N� WOOD 5HEATHING:I: /�/ =// i Qo i mow" KICK-GUTFLASHNG(SEE n, OR rt/I6 ZIP SI-{EATINCx S1'St�M DETAIL) (INSTALLED PER I" IANUF. SPECS.) �. NOTE: SL@,4FD1SluL,4SIIN — — — — is �., Jr- ZIP SI-4EATI-4INC= SYSTEM 15 * � a� ; j INSTALLED, PLEASE SEE �l > ITAL LATT 4: LATH TC BE fi EIR F5G / MANUFACTURERS FELT UNDERLAYMENT INSTALLATION PROCEDURES j - WATER TIGHT SEAL (BEND OR SHINGLE ROOFING 0� A ICKOUM OF ROOF , ALDER, D4 NOT GUT1 .K/ .1 / S I' C — 8—T — Q� 9, 1 I l.. 2 . S. LLk4LL LATER GTION6 F F 5Q. �' ,gyp (UTILIT� O1R NQl ANAL DRIP EDGEe OVERLAP 3', EXTEND'0jC, MAXLOJJ LATT 4 IDO S NOT 1"I ET SPECIr-fCAT10NS) SI-IEATHNG, MECHANICALLY FASCfA WRAP FASTEN 4' O.G. MAX. � ! ! L ! ! F L A /...J = I N tail N.T.S. A R C H I T E C T S esi n irOul Inc" i 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J stmorv. Ae LAY: OREEKSIDE LOT# 112 JUL 12 3 /30 /1'7 SCAtM.1/4"=1'— Y Y A I NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD WRB LAYER *I, STUCCO WRAP n DRYER VENT WOOD CONSTUCTION a' crtU FK INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE I. BOTTOM. 2 SIDES 3 TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY, NT IS TO BE TOOLED SO S T EFLECT WATER YV OINTS. - E-z ALND LNt ALL JOI tS TERSECTIONS APP Y SEALANT AT PERIMETER OF VQK-MOVABLE FRAME AND STUCCO ON ALL SIDES, %'k" CAULKING G JOINT ALL AROUND FPER FBC R703.6.1 Exterior lathin and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDING PAPER WOOD SHEATHING (FRAME) !INSTALLED PER MANUF. SPECS.) WOOD SHEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL 1AQQI-4� �- 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN I MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W,STONE VENEER (FRAME TO BLOCK) DRAINAGE PL,4NE (UWRB LAYER #I, STUCCO I.URAP) WRB LAYER #2 (FORTIFIBER - - - - - BUILDING PAPER) METAL L,4T+ 4 x-x-x-x STUCCO WOOD 5I4EAT4NG �% Z OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) SELF-A1--)�4E5I~✓E FLASH-4INCx - - - - NOTE: I" IETAL LATI4: LATI 4 TO SE PER FBC R103.6.1 / AST! I C - 847 - m9, MIN. 2.E5 L BS. PER SQ. YARD (UTILITY OR NOt-IINAL LAT44 DOES NOT MEET SPEGIFIG,4TION5) BUILDING PAPER OVER 'QUICK FLASH" PIPE THROUGH WALL 6" SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER "QUICK FLA514" T I— — STUCCO EINISI4 6" SELF AD1-IESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREI" I'ANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES V IF Iv �: ZIP SI-IEATI-IINCs SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ,VENT PENETRATION SCALE: N.T.S. III ELEC. METE VERIFY LO STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. 1 IETER INSTALLATION ELEC. METER FIELD VERIFY LOCATION r ' I f i Y 6" SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) WOOD CONSTRUCTION 7/16" XIP SI 4EATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAVER *I, STUCCO WRAP WRB L BU I 3 GOAT CEMENT PLASTER TO Ys" MID -WALL WEEP SCREED NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE P-IIAM �-AC�LRERS INSTALLATION PROCEDURES APPL`I' STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH- RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM 1 r "� �"i ��Il ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D IScoNNECT O ELEC'd'F2ICAL CO%IDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BE OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT Al JOINTS AND INTERSECTIONS 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER *I, STUCCO WRAP WRB LAYER *2, FORTINISER BUILDING PAPER METAL LATH WOOD 1/8, TEXTURED cONSTRUGTION�FINISI-4 ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER a T O.C. MAX a' CMU;' -A' 70 ,16" MID -WALL WEEP SCREED 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN _. MASONRY BEFORE APPLYING FINISH a MASONRY HORIZONTAL WEEP SCREED ( FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER "I, STUCCO WRAP CUT "X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "I &T #1 APPLY 60 MIN - GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEM' 1*3 &TF 2 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTI.FIBER BUILDING PAPER eT E F '*.4 5T E f= I*E� 5T E F ELECTRICAL RECEPTACLE ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH A R C H I T E C T S 't�r•+a iv. rtvivrt.v n�rtwrvv uw v.' L00,FL327 0 78mvV04607O7u407-74 X407-7�0 oupwigabdesngr AA #: 0003325 CREEKSIDE LOT# 112 FROJEC"r-K �+ClE�e 4EBB 1828 CALI" GARAGE S G: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. r ARCHITECT: STATE OF FLORIDA JUL 12 WA a 3/30/17 SC • t/4"=V-0 d WOOD 5HEATHING EXT. WOOD FRAMED caLUNrr� SEAt�41NG3 WIRE, LAYER "M, WALL WEATHER RESISTIVE STUCCO WRAP SUS -FLOOR DECKING / BARRIER •I WOOD WRS LAYER 02, FORTIFfBER 7FINISH LAYER l2 LAYER 3" X 3' 26 GA. GALV. WE TA WER RESISTIVE CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS METAL DRIP EDGE SARRIER "2 a THICK, 3 GOAT CEMENT WEATHER RESISTIVE -- - SET IN FULL BED of W/6 SAP. �4' PAT CHANNEL �" SEALANT,X` MIN. � 5/s' TYPE 'X' DRYWALL PLASTER SARRIER "I F'" PEEL « SPACE FROM DRIP / \' SCREED WEATHER RESISTIVE STICK PEEL « STICK 6" SAF. P P g DRIP FACE TO TREX / I N2"xV 'L' FLASHING - TO 5 T ING H WEEP SCREED BARRIER "2 EDGE TO FULLY M a LLY E BEDDED \� ' THICK, 3 GOAT CEMENT DECK \\ i F ROOF CEMENT osI V RIES I .. WOOD SI-4J=At1-41NCs jjj -••---•- '. II I �' X 3' 26 GA. GALV. S PLASTER WRB LAYER 01, Ya GAP FOR SACKER METAL DRIP EDGE � �� METAL LATH �.,,� � SET IN FULL BED OF STUCCO WRAP J �� } I ROD «SEALANt ROD «SEALANt SEALANT,14" MIN. �\ WOOD SHEATHING I VXI %" P.T. OR SIMULATED Ya GAP FOR BACKER SPACE FROM pRIP P THICK, 3 GOAT CEMENT WOOD ItREX) FILLER, VINYL CASING BEAD PLASTER ' AM66-WFWG-iBo GUSTO SING: _ ` 6" SELF-ADI IEREINCs CONTINUOUS J11 FACE t0 tREX WEAtI�ER RESISTIVE \ FLASI IINCa WRAPPED WATER PROOFING let t \ WEA R SIStIVE VINYL CASING: BEAD BARRIER "I Q TOP OF WEEP SCREED LAYER (2 LAYER PEEL «"� R "1 \� EXTERIOR GRADE W RESISTIVE TO SHEATHING BELOW DRY WALL STICK) WRAPPED FROM___ �'ING �i \ RIE 02 BALCONY DECK TO .. ls�A ARTHE 02 SISTIVE LAYER ((2ATER RLATYER PEEL --- XI I COLUMN J WRB LAYER �I, ° THICK, 3 COAT CEMENT CANTILEVER ""rt�"�""^T « STICK) ,a'a`�"'is ruw_w \ N SHEATHING ,x STUCCO WRAP 4" POSITIVE DRAIN f., t' , � WEEP SCREED PLASTER VINYL CORNER BEAD 6„ PEEL «STICK g y� u � - ' WRB LAYER "2, FORTIFIBER DRIP EDGE TO DECK E MEMBRANE, 6' SAP. END OVER DRIP PEEL « StIC # EDGE FULLY EMBEDDED IN BUILDING PAPER NO GAP IN FIELD VINYL CASING BEAD SUB PLOORFLASPING -- --- --- (SHOWN FOR CLARIFICATION OF �— SEPARATE ACCESSORIES ONLY) 3' X 3" 26 GA. GALV. SUB FLOOR- = ROOF CEMENT � METAL DRIP EDGE ��- � 6 SET IN FULL BED OF SELF-ADHEREING 1 � � � I V X 3" 26 GA. GALV. I Yi XI 3/a f T. R SI ATED METAL DRIP EDGE WRS LAYER "I, � i FLASHING WRAPPED � � I SEALANT, �' MIN. a COMER OF CANTILEVER W l REX) ILL R, / SPACE FROM DRIP SET IN FULL BED OF STUCCO WRAP FACE TO TREX "XI .T. OR SIMULATE SEALANt, X2' MIN. AMIGO AM66-WFWC-7S0 '�\ 1 � 4' POSITIVE DRAIN VINYL CASING BEAD SPACE FROM DRIP CUSTOM CASING: BEAD .' WEEP SCREED ,1 N 5 OD tREX) FILLER, --,� FOR BACKER TINUOUS /FACE TO TREX _ _, p «SEALANt WATER PROOFING: let Y4" GAP FOR SEALANT VINYL CASING: BEAD --- FI SH LAYER (2 LAYER LAYER (2 LAYER PEEL « OPT. BACKER ROD. ��pp PEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING: let NO GAP IN FIELD C AN T ]C�E VE JCl]DRIP MODIFIED 90 (SHOWN FOR CLARIFICATION OF 3/4 RESILIENT BALCONY DECK TO LAYER l2 LAYER PEEL « NOTE: HAT CHANNEL STICK) WRAPPED FROM CANTILEVER 3/4 RESILIENT 51=PARATE ACCESSORIES ONLY) VINYL CASING BEAD 8" THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO IF ZIP 51-4EATI-41NG SYSTEM ISEDGE PLASTER VINYL CASING BEAD CANTILEVER CASING BEAD INSTALLED, PLEASE SEE METAL LATH 8' THICK, 3 GOAT CEMENT DTL. @ CANT. MANUFACTURERS WOODEAt41NIG PLASTER5/8' TYPE "X„ DRY[tJALL �- : O A INSTALLATION PROCEDURES WEATHER RESfSTIVE LEGENIJ WITEXTURED «PAINTED BARRIER 'fl 5/8" TYPE "X" DRYWALL METAL LATH FINISH WEATHER RESISTIVE FIN ¢' POSITIVE DRAIN FINISH URED «PAINTED / WOOD SHEATHING " THICK, 3 GOAT CEMENT BARRIER "2 RFINISH / PLASTER 4" POSITIVE DAIN" THICK, 3 COAT CEMENT NOTE: DRAINAGE PLANE CURB VINYL CORNER BEAD WEEP:CREED PLASTER J WEEP SCREED NO GAP IN FIELD 1'�IETAL LAID(: LATH TO 5E f=EfR F5C 1 4i�ER #1, STUCCO UJRAP) VINYL CA51NG BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1-�ls SEPARATE ACCESSORIES ONLY t� � (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD .4 STM C - 8-1- O9, MIN. 2.5 L 5S. URB L.AYE R #2 C FGORT f F I BE R — — — — — SEPARATE ACCESSORIES ONLY) F'ER SQ. 1'ARD (UTILITY OR NOr' INAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION @ COLUMN LATH DOES NOT MEET SPECIFICATIONS) r-IETAL LAT�-4 x x x x (W/'L" FLASHING)- NOTE: SCALE: NTS IF ZIP SHEAt ING SYSi E� I IS WOOD CtIONjTUICCO WOOD SHIE-ATI-41NG NOTE - INSTALLED, EASE IF ZIP SHEATHING SYSTEM IS IN6TA LATIACTU RS INSTALLED, PLEASE SEE INSTALLATIO PROCE RE5 TH R fSTIVE = ' 1 L000D &4EATH INCH - 2x FRA" IING P" IEl" IBER WRB LAYER 01, MANUFACTURERS 3/4 RESILIENT STUCCO WRAP x:= INSTALLATION PROCEDURES HAT CHANNEL HER RESISTIVE , BARRIER 02 s" THICK, 3 COAT CEMENT ' WOOD SI-IEAtNINCx SELF=ADHESIVE FLASI-IING - - - - PLASTER VINYL CASING BEAD11: WRB LAYER 02, FORTIFIBER " THICK, 3 GOAT CEMENT uw- . PLASTER j i �" CORNER BEAD BUILDING PAPER # 5/S" TYPE 'X" ALL METAL LATH FASTENED TO NEATNING LAYER 1, METAL LATI-4 W/1'EXTU PAI Woo SH AtHIN = �" O.C- MAX. S I , 5TU CO WRAP FIN( I > WO nPziP earuuwmrt I rlNetu.o !'ER MCNUF. 8PEG8.) HI At CEMENT (2) 2x12 HEADER VINYL CORNER BEAD 4" POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD No GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) n1D DRIP EDGE INSTALLATION x=x- iK 9 —WRB LAYER 01 STUCCO WRAP j' TPICIG, 3 GOAT CEMENT PLASTER /o"SELF-ADHHERING- FLASHING 4 4 " WRB LAYER 02, FORTIFIBER = BUILDING PAPER ' METAL LATH L . WOOD SHEATHING CEMENT `',(EXPLODED $ THICK, 3 GOAT CEMENT ,' VIEW FOR PLASTER — METAL LATH DRIP GAP CLARITY) `i WRB LAYER *2 1=ORTIFI5ER BUILDING PAPER WINDOW FLANGE NOTE: A IF ZIP SHE HINDS STEM 15 WOOD GONSTRUCITON q C O BEAD A� �I RAMEj ER 01, STTUUCC YWRAP ' LJ �1 INSTALLED, PLEA 5 E MANUFAGTU RS WEATHER RESISTIVE 2 1,'i INSTALLATION PRO E URES WRB LAYER *2, FORTIFIBER SARRIER ' CORNER BEAD WEATHER RESISTIVE ', CI=ASTENER 4 SPACING rt" O.C.i BUILDING PAPER m / BARRIER *Z METAL LATH i VINYL CASING BEAD T _ HICK, 3 COAT CEMENT lik,PLASTER' THICK, 3 GOAT CEMENT ! i 5/8' TYPE "X' DRYWALL METAL LATH PLASTER i FINISHW/TEXURED «PAINTED ' i�i H a +r SYSTEM FINISH — 6 "SELF -ADHERING r s wvuF. sPEcs.) ' THICK, 3 GOAT CEMENT u' II I idD/rtt CMU FLASHING: i PLASTER IVINYL CORP. 4" 51a" THICK, 3 COAT CEMENT YL VINCORNER BEAD PLASTER APPLIED DRIP CAP POSITIVE DRAIN WEEP SCREED DIRECTLY TO MASONRY VINYL CASING BEAD NO GAP IN FIELD WINDOW FLANGE (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 143 CORNER BEAD BLOC 15B CASING BEAD Cab WINDOW @aRIP EDGE INSTALLATION ( FRAME, NO BAND( A RCHIT ECTI 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W CIO z o F � a u {Y A r A � r`- x CREEKSIDE LOT# 112 PROJ&CTi v t 0�_..1. VVV MODEL• 4EBB "1828-CALI" GARAGE OWING: RIGHT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FSQA um 3 /30 /17 sG :1/4"=1'- �i WA3 WOOD SHEATLI NG WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LAtH " THICK, 3 COAT CEMENT PLASTER 6 "SELF - ADHERING —� FLASHING VINYL ANGLED GASING BEAD ---� DRIP GAP WINDOW FLANGE 1 5 C NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WRB LATER #I, STUCCO WRAP WRB LAYER #2, PORTIEIBER BUILDING PAPER METAL LATH cExPLODED $11 THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER #I, — 5TUCCO WRAP VINYL ANGLED WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATI-I 1 \ I " tl-41C1G, 3 COAT CEMENT PLASTER 6 "SELF-ADHERING1�\ FLASHING DRIP GAP WINDOW FLANGE CASING BEAD C WINDOW ( FRAME, W/BAND) WOOD SHEATHING i IE:TAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER #2, EORTII=IBER BUILDING PAPER 8" THICK, 3 COAT CEMIENT- PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES GAF TT'f- t-41CK, 3 GOAT CEMENT cA&lug 5EAD P R To TRiM / TAL ATI4 IX TRIM MEMBER 61 STUCCO TO SIDINGS TRANSITION 1 / UILpINrECG PR �FRORTIF15ER SIDINGS WOOD SHEATHING ` / mnn— �Mmh m ,� e+ vM w finun,unpi WRB LAYER "I, St G W STUCCO WRAP ,`— CASING BEAD 6" SELF-ADHEREING FLASHING OR PEEL 8 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION —� BEYONp WOOD SHEATHING—� WEAT4ER RESISTIVE BARRIER '1 LEATPER BARRIER ►2 " X T Y1' LAP SIDING 6' REVEAL 6' SELF -ADHERING —� FLASHING STARTER STRIP—, 0 a / SIDING TO STUCCO (9BLOCK TO FRAME TRANSITION 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "4 0/ b" SELF -ADHERING 1/ FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING W SIMULATED TRIM MEMBER GAP W/CAULKING 'PROVED SEALANT NOTE: I ITAL LATH: LATH TO BE PER 1=8C R703.6.1 / A5T-1 G-84-7-09, MIN. 2.5 LBS. UJ00D 5I4EATI4ING PER 5a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) -------------- SEALANT WINDOW FRAME 2X FRAMING MEMBER WIR5 I=A� fR #I, BEYOND L b' SELF -ADHERING^ I I I I�j STUCCO WI`AF WEATHER _ PLASµ(NG ! RESISTIVE ISARRIER 01 WEATHER RESISTIVE i WEATHER RESISTIVE // / / \ BARRIER M TO LAP \ 6 ABOVE TOP X II I WfR5 LA fR G, FOI\TI�15EfR 5A,RRIE�R�"2 / Z ASHING W%6REVEAAPSIDING BUILDINCz FAFE / WE RESISTIVE 6 9ELF-ADHERING Z IER a FLASHING W)=AT4-ER RESISTIVE i I I /�t E T A L L,4 � / STARTER STRIP \ / BARRIER "t � \ 1 \ ` / MET - -� 11 DO NOT CAULK OR I SEAL OPENING FLASHING (EXPLODED TI I4CK3 CO 8AT OAT CEt' IEN� � OR �� SW NOT EAL OPENING VIEW 1=OR fiPl=45TER //,, �+ G4LV'D METAL Z FLASHING WEATHER RESISTIVE BARRIER0170LAP CLAR(TY) IU SIMULATED 6" MIN. ABOVE TOP OD6' \ OF Z FLASHING -Z YWOOD6TRIM LMEMBER (W/ly' FLEXIBLE P lLr= BACKER ROD) \ / SELF -ADHERING 6' SELF -ADHERING \ I 1 FLASHING FLASHING \ -41 THICK, 3 COAT CEMENT PLASTER \� SEAL GAP W/CAULKING OR APPROVED SEALANT WEATHER RESISTIVE WEATHER RESISTIVE C A S I N G BEAD RAISED ISTIVE BARRIER 07 BARRIER 01 WEATHER RESE-Z BEAD VINYL CASING BARRIER 2 (W/%v FLEXIBLE PVC BACKER ROD) BAND (:FRAME) SIDING TO STUCCO W ARTRHERR�slstrvE FRAME TO FRAME SCALE: 1 1/2"=1'-0" /� TRANSITION 1/ C� ill 11 J LJ SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP a a *--0 n� t 8" THICK, 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER *2, FORTIFIBER BUILDINGS PAPER �—L 6.d�/-il+/ YIIV I L liiiaJll `1t� (W/3/s" FLEXIBLE PVC BACKER ROD) FRB LAYER 01, STUCCO WRAP, \ WRAPPED AROUND FRAMING MEMBER 6" SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED i FOR CLARITY ,- --------------------------------------------------' i y41' GrAF TYP " THICK, 3 COAT CEMENT BASIN IEA� PLASTER To LUIND)CW METAL LATH a ER 02, PORTIFIBER G PAPER SHEATHING WRB LATER 01, STUCCO WRAP 6" WIDE PEEL E STICK OVER FLANGE / E-Z BEAD VINYL CASING \ (W/3/8" FLEXIBLE PVC: BACKER ROD) *APPLY FULL BED OF SEALANT BETWEEN FLANGE E BUILDING WRAP \ I NO �',.'I \ 91 Irl �,, , I LEGEND DRAINAGE PLANE (WRB LAVER #1, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — - - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING K11 OR t/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUE. SPECS.) SELF-ADNESIVE FLASHING — A R C H I T E C T S u r. nvirn�.v ,a�nuniv vlv v. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a LOT: CREEKSIDE LOT# 112 PRO CT# 04321.000 ' 3/30/17 SCALIM 1/4"=1'-0 �01 mI A R C H I T E C T S CUT AT 4 MOD IN He LINE OPEP APPF OVEF WD S' INSTALL 6' SELF-ADkit FLASHING C NAILING FL, JAMBE EXTEND FL, I' BELOW 51 FLEXIBLE R DO NOT SE, FIN EMPORARILY OLD -up t SEC IOUSEWRAP (O L C.K FLAP UND t HEAD =OLD 1-I0IJ5E0 IN AT JAMBS 1 SLOPE SILL R< INSTALL 6' SELF -ADHERING °LASµING OVER VINYL HEAD 'LA814ING (WITH END DAMS) NAILING =LANGE _XTEND SELF-ADF ERINC =LASHING I' MIN 3EYONDJAMB LASHING NSTALL VINYL :AP STEP 7 MIN ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN PANNED EDGE$.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE v o y FOLD DOWN DIAGC AGRO WINDO APPLY 46' NOM. :ONTINUOUS BEAD 7F SEALANT AT AMBS AND HEAD o %PPLY TO BACK OF WNDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED TOLES OR SLOTS. WDE ADHESIVE EXIBLE FLASHIN )VER DRIP CAP RECTO -WRAP Eaul V) WINDOW FLASHIING INSTALLATION DETAILS FULL WRAP 5CAL;:: NTS STEP 4 NOTE: F Lf= 5�4ATE (Ne`r ST 15 �NeTALL , FOCDUe INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACT41RER8 WRITTEN INSTRUCTIONS Y ANE NG DINT IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING I-IOUSEWRAP, SEALANTS • SELF -ADHERING PLASHING MATERIALS USED DURING CONSTRUCTION. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS SEALANTS MAY REACT ADVERSELY IF NOT N AND SEAL JAMB TO SILL JOINTS WITH n95 FOLLOWING COMPLETION OF RIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL UNDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING: NOTE: 8EAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 8 D'v 8C ErOT: CREEKSIDE LOT# 112 PM0JMCT# 04321.000 ODEL. /ryry�� 4(��(}E B B/,{� T 72 CALI" GAIRAGE 8 G: RIGHT PAGO WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCH] MCI: : STATE OF FLONDA JUL iJl�Ta' 3/30/17 SIG :1/4» =1'-0' 8 %L� ET/� � V 5 2x6 SUB-BANb W/I "x4" NOTCH 'a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -I/8" TEXTURED FINISH a WOOD V TEXTURED FINISH s CMU METAL FASCIA \ WRAP Ys" FROM \\ STUCCO, 1" FROM WOOD WALL \\ EXTERIOR WALL \ "FRAME OR CMU) \\ NOTE: NOTCH FOR 2x& \\ SUS BAND ONLY ( )ELEVATION_ METAL FASCIA WRAP 2X6 SUB BAND 1 Rot ,9' � 3 0 =011 al m -rj-. 1/5" TEXTURED FINIS(-4 a WOOD METAL LATH SHEATHING 6 WRB LAYER '"I, l" STUCCO WRAP \ WRB LAYER 02, FORTIFIBER BUILDING PAPER ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) —a" 3-COAT PLASTER `� 2xro SUB -BAND W/I "x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIB EDGE METAL KICK OUT NOTE: IF ZIP SNEATI41NG e'reT M IS INSTALLED, PLEASE SEE t-IANUFACTURERS INSTALLATION PROCEDURES PRE-EN�c'D TRUSS, T4 >E Cl+t WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -,a" SCABBED TO TRUSS W/126 NAILS 611-8" O.C. MAX. 2x SUB -BAND W/LY"x4" NOTCH -a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0P WALL SUB BAND DETAIL i) WALL W./KICK-OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y¢" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/v22"x4" NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY WALL K1CK-0LLT. FL ,45W1,NG i FELT PAPER DRIP EDGE (REFERENCE POINT ;ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY ' R C H I T E C T S 149,A4 N. RONALD o"A1111�N BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W w w Z W � fl� o � a h r . ac z�ovri- CREEKSIDE LOT# 112 PROJECTIV 04321. 000 ODEZA 4EBB 9913228-CALIPi GARAGE SWING: FIGHT pAIGIM WALL ASSEMBLY L160 ETAILS: B-BAND MPHEXP. C JUL 12 2017 I 3 W 3./30 /17 a 1/4"=1'-0" i