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Home My WebLink AboutBUILDING PLANS PAGE 16-34CONNECTOR S! ImD UL'i CONTRO'DATE: 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16 15 1400 (V 106 x 1 IR' -PLT, (6) 166 2-PLY, (USP: (10) 1Od x I Ili' - NO 166 OPTION) (2) META-16 --- (2) HTA 16-18 1800 (10) I0d x 1 /Z' I -PLY, (U6P= (10) 106 x I [a.) Iwo (HI) Ibd 2-PLY (USP: NO 16d OPTION) HETA-10 laic HTA IL- 1615 (9) IOd 1, 1 1/2' I -PLY, (6) Ibd 2-PLY USP: (10) 1Od x III NO Ibd OPTION HE74=20 1510 HTA 20 1615 (9) I0d x I VV -PLY, (8) lad 2-PLY USP: (10) IOd x 1 1/2', NO Ibd OPTION (2) HETA-20 2035 (2) HTA-20 3110 110) 10d x I IR' HELY USE; (10) 11 x 1 1/2' 2500 (12J Ibd 2-FLY (USE: NO 16tl OPTION) Z LGT-Z 2150 LUGT-2 1915 (l) - I/4' x 2 I/4' TEEN, 2 PLY (USP: BLK (5) I/4' WE, WOOD (16)10d O Vn DETAL-20 24W NO USP CONVERSION FOR SIMPSON DE7A1_-20 06) - 10d x 1 1/2, 1 PLY MGT 3265 MUGT 4000 (1) 5/$' A.TR IN HIGH STRENGTH EPDXY (MIN. I2' EMBED), (22) 10d TO WOOD fUBP: (25) IOd TOWOOD) HGT-2 10980 HUGT-2 5369 (2) 3/4' A.T.R P: IN HIGH STRENGTH EPDXY (MINI. 12' EMBED), (16) 10d TO WOOD /USWOOp (8) 10d) HGT-3 « 10530 HUGT-3 S365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. I2" EMBEp), ll6J 10d TO WOOD (USE: WOOD (8) 10d) LGT3-SDfi25 3265 LUGT.3 5330 (12) 8O6 V4'x2 1/2' TO GIRDER, (4) 3/9' x 5' TITEN HD TO WALL (U6P: CONC. (4 3/8' X 5' WEDGE BOLT, WOOD (12) W625) LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LETA 1555 (10) 100 a HI/2' (USE: (10) 106 x I N2 VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/a' AIR, IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16)-51S5 1/4'X3' i0 WOOD f2) VGT 1155 NO USP CONVERSION FOR SIMPSON (2)VGT) (2) 5/5' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 I/4'X3' / 2 PLY MTS-12 1000 MTW 12 1595 (14) IOd x 1 1/2' (USE: (14) 106 x 1 1/2", (14) 106) HTS-16 1150 HTW 16 1660 116) IOd x I Ia" (1,16P 06) IOd x 1 1/2', (16) 106) HTS40 1450 HTW 20 2045 (24) 10d x I lR' (USP: (24) TOd x I IQ', (20) 10d) HTS-24 1450 HTW 24 2049 f24 106 x 1/2' NSP: (24) 106 x I IR', (20) 10d) 1-61A.12 « 925 L5TA 12 SIC IIOI IOd U6P 60) IOd LBTA-IB 1295 LETA 18 1960 e4) 106 USE: (14) :Od META-IB 1915 META-IW IB15 (14) 1Od. USE: (14)10d N (1 IM6TA-24 ++ 1640 M57A-24 1150 (15)106 USE: elaJ led M6TA-30 «. 2050 M57A-30 2140 (22) IOd USE: (22) IOC M97A-36 2CEO M67A-36 2525 126)10d USP: (26/10d F- M5TI-36 a800 K571 236 BOW (36) 10d x 1 1/2' US- = (36) 1Od x I IR' V) M5TI-45 5065 K781 248 4250 _ (48) 10d x 1 1/2' USE! (45) 106 z I IR' H6 SSO LETA 6 15S5 (a) 5d TO PLATES, (a) Ed TO STUDS NSP: (16) ad 1, 1 112', (16) 8d) $P4 am SET 4 545 (6) 10d x 1 1/2' TO 5TUD5 USE, (a) 1Od x 1 1/2' TC 57UD5 434 3S5 MP 34 410 (4) 8d x 1 1/2' TO BEAM, (4) 86 x 1 1/2' TO POST. USE: (4) Wa x I [S" TO BEAM, (4) Ed x I la' TO POST. HGP1 645 HHCP 2 1010 (12) 106 n I in, USP: (10) IOd x 11/2' TO TRUSS, (10) IOd X 1 1/2' TO PLATE 410A 1340 RT 16A 211 (IS) tod I, I IR' USP: (9) IOd x I IR' TO TRUSS, (6) Gd X I la' TO PLATE VGT t HDU4 4565 PHD 4A 4599 (16J-SD• 1/4'x3' TO WOOD, (I0)-506 1/4'c2 1/2' W/ THREADED ROD, (2) NUT5/WASHERR PLY ❑5P: 5/6' ATR MIN, T EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD 50REWS VGT 1 HD1B 4940 TDX 10 5110 (16J-SDO 1/4'x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2J NUT5NIASHER2PLY USP: V "ATR MIN. l' EMBED 9ET IN HIGH 9TRENGTH EPDXY, (4) l'a' THRU-BOLTS AB'J 44 2200 6665 PAU 44 2535 6115 (I) 5/5' AYR. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12) Ibd TO WOOD USE: SAME AS SIMPSON (n Q� O ABU 66 7300 12000 PAU 66 2535 I38I5 (I) 5/e' AYR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN COND, (12)16d TO WOOD USE: SAME AS SIMPSON LTTI9 «« 1340 LTS 19 1205 (IJ 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN,. I' EMBED.) IN CONC, (8)10d TO WOOD USP: SAME 45 61MF'SCN LTT20B ... 1500 LTS 20B 1105 (1) IA' ATR IN HIGH STRENGTH EPDXY, (MIN. T EMBED.) IN CONIC- ( III TO WOOD USE: 3(' AIR MIN Y EMBED SET IN HIGH 5TRENGTFI EPDXY, (10) 106, (10) 10d x I IR', 2-1/2' C) HTT4 4455 HTT45 4465 (1)5/5' ASR IN HIGH STRENGTH EPDXY (MIN. T EMBED,) IN CONO., (15) SDI® X I IA' (U6P: (20)16d X 2-1/2) USE HA@ MORE NAIL OPTIONS: 120.1 IOd, (20) 1Od x 1-IR', (20) 16d x 2 1/2' z Q HITS 5090 HTT45 5430 (Il 5/8' ATR IN NIGH STRENGTH EPDXY (MIN. 1- EMBED,) IN CONC., (26) 16d X 2 IR' (USE; (20) 166 X 2-1/2') USP NA& MORE NAIL OPTIONS: (26) IOd, (25) ICE x kln/ , (20)16d x 2 14' HHD011-6DS 251 11,9I0 UPHp 11 12090 (I) 1' A.T.1K M HIGH 6TRPNGTH EPDXY, (MIN. 10' EMBED) IN CONC, (24) SDS)a' x 11S' WOOD SCREWS (USE, 04) USA WOOD SCREWS) HD18 6645 TDX 10 5110 (l) Ila' AL-- IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC„ (3) 3/4' STUD BOLTS TO WOOD (USP: l4) l/8' BOLTS) N MBHA 356/1115. 3415 5330 N9135XI21.1 3165 1130 SIMPB : (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN.6]5' EMBEDMENT) IN DIU. TOP, (I) 3/4' A.T.R. A NIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (ISNOd TO BEAM u5P: (V I?' J-BOLT W/ MNIMUM 6: EMBED. 2 NOT LESS THAN 4- FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDNEAD. DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE. CkE w 0 z HU5C412 (WOOD) 9635 2660 (FLR) HU54121F 3060 2590 (FLR (10) Ibc/ TO HEADER (10) Ibd TO WOOD USE! SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) HUC410 (CMU) 1810 5085 HD410 IF 1905 3115 (1A) 1/4" w 2-3/4' TITEN (9 PER FLANGE) TO CMU, (101106 TO WOOD: W5P: (IS) II x 3- W53 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 HD21041F 1905 3115 (IB) 114' A 2-3/4' TITEN (6 PER FLANGEd TO CMU, (10) IOd TO WOOD: !USP: (18) 11 x 3' W53 SCREWS, (101 IOd TO WOOD HUC210-3 (CMUJ 610 4000 HD210-31F !905 _ 3115 (15) 114' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (II 1Od TO WOOD: (USE; (15) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD LGUM26-2-5D8 1 1430 55% NO c5P cONVER6ION FOR 5 HPSON LGUn26-2-Sp8 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 IQ' SD6 80REW5 TO WOOD HIGH STRENGTH EPDXY = SIMP60N'6ET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING - FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. ,ALL MUST BE FILLED 401-I0 W/ GROUT. ++ IOd COMMON NAILS CAN BE SUBSTITUTED WITH IOd x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROvm_ -ROM -HE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. in — MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W H A.YR = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIETY OF MATERIALS, _OCATION5, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE5PONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN U51NG STAINLE55 STEEL OONNEC-IOR5, USE STAINLESS STEEL FASTENERS, WHEN USING- ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL- FROM THE ARCHITECT/ENGINEER C RECORD PRIOR TO USE, AC, CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-2013" , 'HIGH WIND -RESISTANT CONSTRUCTION C-LIDOS, AND ANCHORING a FASTENING SYSTEMS FOR CONCRETE I MASONRY CATALOG C-545-2012. FA -2x12 02 SYP) VI6' 080 (TYPJ NAIL (3) 12d a 0'-8' O.C- TYP. 2x12 13'_11. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO S'-0' UN-O. 4'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER i 3 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U,N,O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO BEARING WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MIN, WALL & HDR. STUD REQUIREMENTS ARE STD. U.N.O. ON FRAMING PLAN. 6. CONT. STRUCTURAL SHEATHING TO BTM. OF FUR. TRUSS/BEAM MUST NOT BREAK 1'4' MIN. FROM 2ND. FLR. LINE TRUSS TO 4X6 POST W/ MGT 4 HDU4 POST TO CMU W/ HTT-4 Ix4 E5TM. CHORD BRACING 12' 51G O.C. MAX., SECURED W/ (2)10d 52G COMMON NAILS ® EACH CHORD INTERSECTION (TYP.) DfACsONALSrFOR BOTTOM DIAGONALS FOR tOTTOM CHORD BR,4CING a 20'-011 CHORD BRACING 20'-0' nr-1 "Av nr- MAV Ta IQC Yn nel I NEE OF IST-1 _R BELOW TRUSS TO 4X6 POST W/ MGT t HDU4 POST TO CMU W/ HTT-4 OP iJ J2 J4 JS J4 J2 EC®ND FLR ROOF FRAMING PLAN SCALE: 1/4 = 1'-0' ELEVATION 'A' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r 1 �IIIIIIIIII ��emooemoam� E ,8 i E O SLJHDIV. 8e LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: ROOF FRAMING PLAN ARCHITECT STATE OF FLORIDA " / 'N „� =- Ip- TE:,6/13/18 ALE: 1/4"=1' - 0" f `'f A R C H I T E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOv DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED 50TTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX INTEMPTER EQUIFFED W/ GROWD FAULT (TAMPER R RESISTANT GFI RECEPTACLE ® 220V RECEPTACLE 4 WIDE cCNNECTICN 110V DUPLEX EWIFFED III/ GROW FAULT �I RECEPTACLE INTERIUPIER (IIEATHER PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT y� LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED y,( LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE- KEYLESS K yam( LIGHT FIXTURE - A V.P. VAPOR PROOF LIGHT FIXTURE - PENDANT EXHAUST PAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SMOKE GATT. BACK-UP V HARDWIRE SD DETECTOR INTERCONNECTED CARBON MONOXIDE BAr. 5AcK-uP wl HARDWIRE DETECTOR INTERCONNECTED CEILING BOX REQUIRED TO BE O J-BOX f� PPORTED IN A000WANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT pC DOOR CHIMES Ty TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET TRANSFORMER BANK: 50kVA VOLTAGE: 1620/13200-240/480V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDEm (120/240 VOLTS) MAXIMUM FAULT CURRENT: M3SO amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS GRADE LINE (3) 01 THHN/THWN COPPER CONDUCTORS, (1) • 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. v NEMA 3R 200 AMP I20/240 COMBO VOLT 42 DISCONNECT CIRCUITS h AND METER MLO CAN 200 AMP. PHONE / DATA A — WEATHER PROOF BOX 200 At -IF ELECTRICAL RI5ER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE#D2) HOUSE PLAN: 2195 LOAD INFORMATION VA 2195 SQ.FT. GENERAL LIGHTING X (3) = VA PER SQ.FT. 6,585 (2) 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 (1) LAUNDRY CIRCUIT AT 3000 (1) RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 (1) WATER HEATER 9000 (1) DISHWASHER 4000 (1) CLOTHES DRYER 10000 (1) DISPOSAL (1/3 HP) 246 SUBTOTAL OF GENERAL LOAD 47.831 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD 0 40%= 37,831 VA x (4) 15,132 TOTAL NET GENERAL LOAD 25,132 5—TON HEAT PUMP#1 30 AMP X (240 VA) = 7200 5—KW ELECTRIC HEAT 5000 VA x (65%.) 3250 NET GENERAL LOADI 25,132 NET TOTAL HEATI 10,450 TOTAL LOADI 35,582 CALCULATED LOAD FOR SERVICE 35,582 VA / 240 V= 148.26 200 AMP SERVICE INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THHN/THWN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE, NOTE; IF PVC IS USED THERE IS NO BOND/GROUND TO COLD WATER PIPE, CABLE / TV WEATHER PROOF BOX VERIFYE LOC. 2-CAR GARAGE �GFI CLG. _M i OUTLET I L-J • ■I f ■: ■-�:a COACH LIGHT Fl T FL R ELECTRUCAL 1PLN 5GALE: 1/4 = P-0' ELEVATION 'A' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �'lllll"II L�0�000�000J E 8 E cc SXJHnIV. & LOT: OAKLAND LAKE (LOT 19) MODET- 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: FIRST FLOOR ELECTRICAL PLAN ARCHITECT: STATE OF FLORIDA 6/13/18 ;§CALE: 1 /4"=1' - O' SHEET OF 9 ELECTRICAL LEeEND SYMBOL DEFINITION NOTES IIOV DUPLEX RECEPTACLE IFLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE IIOV GFI DUPLEX EQUIPPED W/ GROUND FAULT CxFI RECEPTACLE INTERUPTER (TAKER RESISTANT rrm) ® 220V RECEPTACLE 4 IWRE CaNNECTION 110v DUPLEX TERu�WE FAULT �p dCxFI RECEPTACLE N R(PROOF) SWITCH 3 3-WAY SWITCH 4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING LIGHT FIXTURE - CEILING MOUNT LED �(.() LIGHT FIXTURE - PULL CHAIN LIGHT FIXTURE - KEYLESS LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE- jb\ PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UG UNDER CABINET — LOW VOLTAGE PANEL PANEL EWE METER SMOKE BATT. BACK-UP W/ HARDWIRE SD DETECTOR INTERCM49CTED CARBON MONOXIDE BATT. BACK-UP W/ HARDWIRE CO DETECTOR INTERCONNECTED CEILING BOX FM—OJIRaW TO BE O J-BOX SUP PORTED N ACCORDANCE W/ °. BOX MARKED AS UCH FOR INSPECTION FLOOD LIGHT DG DOOR CHIMES TV TELEVISION JACK TELEPHONE JACK 4 GAS OUTLET i I I i I I I I I I I I I I I I I I L J I LINE OF IST FLIP, BELOW I SECOND FLOOR YELECTRICAL PLAN SCALE: 1/4 = 1'-0' ELEVATION "A' A R C H I T E C T S Design Groulrinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r � �I'lllll"� omoo0avom� 0 V E O t i SUBDIV. 8e LOT: 0 AKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: ECOND FL00 ELECTRICAL PLAN ARCHITECT- STATE OF FLORIDA TE: 6 /13 /18 ALE: 1 /4"=1' - O" I�1 . V A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 2 0 h 0 � F W Q a � W A 14 14 Q A ti b co F p\j A O G1 A STJBDIV. 8e LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: PRODUCT APPROVAL ARCHrrECT: STATE OF FLORIDA JUL 10 2018 JUL 0 DAIM 6/29/18 ' SOALE:1/4"=1'-OA $HEFT /81 .qoF 9 (U S MBAR VERTICALLY (U 9 REBAR VERTICALLY W/ CONC. (1) 9 MBAR VERTICALLY LW CONC. POURED CELL (25' MM LAP) POURED CELL (25' MN LAP) W/ CONC. POURED CELL STUDS I6' OG. MAX (1) 5 REBAR VERTICALLY R-4.1 MSULMIN. (25' MN LAP) W/ CONC. POUSED CELL. R-4.1 INOUL. MIN. 8 r C z g` CMU - (25' MIN LAP) TENURED CEMEN710US COATING 7EXIURED GEFEiN710U8 COATING VARIES WITH L L w z PER (ASTM Cffi6) (TYP.) w z PER (ABTM Cffi6) (7YPJ L SECURE Bi. PLATE 70 SLAB Q z - 8' ClMU f Q z I) _ _ 6' CMU 4 e• cm a W/ %/ x9' ANCHOR BOLT W/ 2' ry L L D_ II ILL. BD. r � 12• GYP. WL. W. IGH U' f g7RENGR7H EpOkY b' EMBEIN SIMPSON H D. `3 p CURB HEIGHT VARIES � � Z ¢� S O _ WOOD BASE WOOD BASE > _ MIN * 32' OG AX. �" L R �- °- iq CURB HEIGHT VARIES w � z z f. w 12' CONG, R=1. W/ b'xb' UALF OR FIEERMESH ON ° n° - -3 q ° ° 3 I2'OONC., REINF. W/ 6'x6' 12' CONC, REINF. W/ 6'x6' ETHYLENE ° '' ° < 3 12'CONC„ REMF. W/ bkb'IAAUTA 3 1/2' RE POLY ETHYLENE VAPOR ON WELL F(2) ' WL4xWl.4 UALF OR FIBER'ESH GN - 6-MIL POLY ETHYLENE VAPOR bMAIL PO YL VVAPOR f BARRIER ON WELL -COMPACTED O A UALF FIBERMES'-MIL _ARRIER ON 6-MIL POLY ETHYLENEro3 -COMPACTED LEAN TERMITE TREATED FILL G BARRIER ON m 4' e' 4' 4' U CLEAN TERMITE TREATED FILL VAPOR BAIEiIER ONf 12' CONG, REMF, W/ b'x6' WIAXUA WILF OR FIBERMESH TERMITE MP A Tr FILLED 4 1219 REBAR ON CHAIRS z DELL -COMPACTED CLEAN a' 4' 4' TERMITE TREATED FILL ON 6-MIL POLY ETHYLENE CAC E88 4' S' S' q' m p (2) Fi MBAR ON CHAIRS VAPOR BARRIER ON WELL -COMPACTED CLEAN mEBAR I I2' RECESS U I'-0' z TERMITE TREATED FILL ON CHAIRS I, 6, (3) 9 MBAR ON CHAIRS in U m U I'-6° (3)05 REBAR ON CHAIRS 1-STORY FOOTING 2-STORY FOOTING GARAGE STEP-UP 1-STORY FOOTING 2-STORY FOOTING W BLOCK WALL W BLOCK WALL 2 �(�� 1-STORY L.B.W. AT GARAGE 4 AT GARAGE 1 6c 4A E, T4I m= WALL BEYOND WALL BEYOND 3/4' RECESS FOR - SECURE BT. PLATE TO PAVERS GARAGE DOOR ELK IUl (U I0d MASONRY NAILS • 32' O.C. (MAX) v ° 3 12, GONG, REINF. W/ 6'x6' LLLLF OR P15YLERMESH ON 3 12' CCNC, REUF. W/ 6'xb' - PAVER &-MIL POLY ETHYLENE VAPOR WAXUA ULF OR FIBERMESH ON a 6-MIL POLY ETHYLENE VAPOR 9 12' CONC, REMF. W/ 6`x6' WAxII11A WWF OR BARRIER ON WELL-GOMPACTED BARRIER e' 1,_m: CLEAN TERMITE TREATED FILL BARRIER ON WELL -COMPACTED L-COMPREATED ? K SH FIBE CLEAN TERMITE FILL Z IV f F'�Y ETHYLENE VAPOR POLYE EI E VA m 3 BARRIEIIJELL-CAGTED BEYOFOOTIND BEYOND (U 5 REBAR ON CHAIRS f q' 4' 4' 6' RECESS FOR PAVERS p q, 5, q, GLEAN 1'-q• TERMITE TREATED FILL EMEND FOOTMG UNDER PAVERS 0 (2) 45 REBAR ON CHAIRS (2) 9 REBAR ON CHAIRS GARAGE DOOR FOOTING 1-STORY FOOTING `"''''� PAVER RECESS 5 AT L.B.W. W NO -UPLIFT) SCALE, VZ'•I'•0' ENTRY DOOR 9 ac SEE MANUF. PRODUCT DETAILS FOR REQUIXD SIZE AND DEP71 z OF RECESS FOR SGD. TRACK f N VARIES FMISH FLUOR -' (1) 5 REBAR SET IN SIMP'SON HIGH " ° 8' STRENGTH EPDXY 6' EMBED. MIN. (2) 9 REBAR • I -STORY 1 f (3)'S REBAR • 2-STORY na OUTSIDE REBAR TO BE CONTINUOUS 3 12' CONC, REMF. W/ WKS'UAX- MP OR ON ° 6-Mil. POLY ETH4 LEN E VAPOR °4- -- BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL 2'-I' MIN, LAP SLAB AT S. G. D. TYP. RETROFIT FOR 11 SCALE: 1'0.& OMITTED DOWELS LAP AT FOOTING A 12 . '-0 (�)REBAR SCALE: 2'. -0• TIE VERTICAL REBAR TO NORIZA7ICNAL MBAR W/ 10' HOOK GROUTED BCHD BEAM VARIES PER ELEV. C "G IL CLEANCUT REQUIRED -_--�. FOR MSPECTION z L 0'-0' FIN. FLR (0 Ta VERT, DOWEL LAPPED W/ BOND BEAM - y TIE VERTICAL REBAR (1) S REBAR AT CORNERS a TO HORIZATIONAL - '- a.e' REBAR W/ 10HOOK W/ 25' LAP MIN. TYP. REBAR LAP HORIZONTAL/ VERTICAL C AT LINTEL CORNERS c8 AFL—f3i'� REINFORCING t cALE: 2':�' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www, a bdes igngroup.com AA #: 0003325 �IIII'lllll Lo��o�000m� STJBDIV. 8e LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: FOUNDATION DETAILS ARCHITECT- STATE OF FLORIDA TE: 6/13/18 I SCAT :1/4"=1'-0"' SHEET ID 1 I SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE NOTE: NOTE: X-BRACING REQUIREMENTS SHIM AS NEEDED SHIM AS NEEDED OVER 030 FELT PAPER (OR APPROVED EQUAL) PRETO PLUMB JAMB. TO PLUMB JAMB. INSTALLED PER SECTION R905 OF THE FBCR, GABLE ROOF TRUGINEERED55 ❑ DO NOT EXCEED 4" El DO NOT EXCEED 4" 6TH EDITION (2011) GABLE ROOF TRU58 8° CMU BLOCK 8" CMU BLOCK OVER ROOF SHEATHING (TYPE AND ATTACHMENT 2x4 BLOCKING BETWEEN TRUSSES I" A7 FIRST lz) BAYS �„ ❑ � DRYWALL ° C DRYWALL WINDOW/DOOR JAMB P.T. Ix4 or 4 x4 MIN. P.T. Ix4 or x4 MIN. METHOD PER 'NAILING SCHEDULE" (4'-0" O.C, SHEATHING SEAMS) (SEE WINDOW DOOR JAMB BLOCKING Ix4 or Ix2 P.T. NAILER (SEE WINDOW/DDOR JAMB BLOCKING 4 or Ix2 P.T. NAILER BLOCKIT TNG FASTENER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING FASTENER SCHEDULE FOR ATTACHMENT 4 C�CHED U LE METAL DRIP EDG OOR CASING 2x6 5UB-BAN TIFFBACK AT ALL UPRIGHTS SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW VENTED ALUMINUM SOFFIT OVER 4' ID° HIGH DOOR JAMB /WINDOW MEMBER w/ !2J 12d NAILS 8" FROM a" TEXTURED CEMENTITIOUS COATING MIN. lA5 PER TRU55 ENGINEERING) (ATTACHED TO BLOCKING EACH END and 6 IS" O.G. MAX (ATTACHED TO BLOCKING P.T. ix4 or 4'x4° MIN: Imm (PER ASTM C926) OVER PAPERBACK PER MFR'5 SPECIFICATIONS PER MFR'S SPECIFIGATIONSJ SECURE THRU FRAME INTO BLOCK w/ EXPANDED METAL LATH, OVER APPROVED SECURE P.T. 2x8 TO BLOCK w/y x 9 1, 1 ANCHOR BOLT w/ 2' WASHER, SET IN (U 16 TAPCON (MIN. EMBEDMENT 1 4 ) 2-LAYER WATER RE515TANT BARRIER, OVER PER PLAN SMPSON or USP HIGH STRENGTH EPDXY WINDOW TO BLOCK (A4 or A4 WINDOW TO BLOCK (+3') or FROM EACH END and 9 IS° O.C. MAX WALL SHEATHING (TYPE AND ATTACHMENT (6" MIN. EMBEDMENT a 32' O.G. MAX) 3 5 " (1) DRIVE PIN, 8' FROM EACH END and METHOD PER 'NAILING SCHEDULE' DOOR JAMB TO BLOCK (+/4 or A4) DOOR JAMB TO BLOCK (+3 ) 4E SCALE: r=r-0' 9 IS" O.C. MAX SECURE GABLE TO 2x8 P.T. PLATE 4A SCALE: I'=r-0 MIN. SHANK 512E .145 w/ 12d NAILS Q 8" O.C. MAX _ l., MIN. HEAD 5IZE 300 7B ONT. 2x4 RAT -RUN ATTACHED A2 MIN. EMBEDMENT 1 4" ACHTO EACH TRUSS w/ (2)12d NAILS PLASTIC OR METAL WEEP SCREE INSTALLED e MID -POINT OF TRU55 SPAN NOTE: NOTE: 1" TEXTURED CEMENTITIOUS or 10'-O' O,C, MAX SHIM AS NEEDED SHIM AS NEEDED P.T. 2x4: COATING MIN. (PER ASTM ATT OR BLOWN IN INSULATION TO PLUMB JAMB. 1 TO PLUMB JAMB. SECURE TO BLOCK w/ (1) ly" TAPCON C926) OVER CMS— (R-VALUE PER ENERGY CALC5) ❑ DO NOT EXCEED 4 ❑ DO NOT EXCEED I" (MIN. EMBEDMENT I I") 8" FROM EACH S' GYPSUM BOARD OR 2" HIGH STRENGTH 8' CMU BLOCK 8' CMU BLOCK END and a IS' O.C. MAX CEILING BOARD "DRYWALL "DRYWALL or (1) DRIVE PIN, 6" FROM EACH END and BLOCK WALL SECTION —GABLE ROOF P.T. 2x ONG. FILLED U-BLOCK w/ (1) 05 P,T. Ix4 or @"x4' MIN. Ix4 or Ix2 P.T. NAILER 0 IS' O.C. MAX (SEE WINDOW/p00R JAMB BLOCKING Ix4 or Ix2 P.T. NAILER a 1 CONTINUOUS REBAR FASTENER SCHEDULE FOR ATTACHMENT (SEE WINDOW/DOOR JAMB BLOCKING T" OSB (4" WIDE MIN.) MIN. SHANK 5IZE .145 SINGLE STORY SCALE; 3/4'=1'-0' DOOR CASING r FASTENER SCHEDULE FOR ATTACHMENT MIN. HEAD 5IZE .300 SECURE 2nd 2x TO STRUCTURAL DOOR CASING MIN. EMBEDMENT 1 1" POOR JAMB /WINDOW a (ATTACHED t0 BLOCKING MEMBER w/ (2) 12d NAILS 8" FROM OOR JAMB / WINDOW SHINGLES OR TILE (PER BLDR) PER MFR'5 SPECIFICATIONS EACH END and -a IS° O.C. MAX (ATTACHED TO BLOCKING PER MFR'5 SPECIFICATIONS) P.T. 2x6: OVER #30 FELT PAPER (OR APPROVED EQUAL) NOTE: SECURE TO BLOCK w/ (2)" TAPCON5 INSTALLED PER SECTION R905 OF THE FBCR, WINDOW TO BLOCK (+1 %) STRUCTURAL 2x MUST BE ON OUTSIDE 6 SECURED (MIN. EMBEDMENT 14") 6" FROM EACH 6TH EDITION (2011) DOOR JAMB TO BLOCK +1 %") THROUGH NON STRUCTURAL MEMBER llx or I" OSB) ENE) and m IS" O.C. MAX OVER RODE SHEATHING (TYPE AND ATTACHMENT ( 2 W/ I° TAPCON MIN. 14' EMBEDMENT INTO BLOCK or METHOD PER 'NAILING SCHEDULE"; 4B SCALE: I'=r-m' (2) DRIVE PIN5, 8' FROM EACH ENE) and 18" O.C, MAX RE ENGINEERED ROOF TRUSS i _ WINDOW TO BLOCK (+3 l6) MIN. SHANK 5IZE .145 EMBEDDED STRAP ATT OR BLOWN -IN INSULATION 1 „ MIN. HEAD SIZE .300 (PER PLAN (R-VALUE PER ENERGY CALC5) I NOTE: DOOR JAMB TO BLOCK (+3 16) MIN, EMBEDMENT 1 I" SHIM 45 NEEDED 4F SCALE: r=I'-0' TO PLUMB JAMB. METAL DRIP EDG 'GYPSUM BOARD OR " HIGH ❑ DO NOT EXCEED I° P.T. 2x8: 2x6 SUB BAN STRENGTH CEILING BOARD 8" CMU BLOCK SECURE TO BLOCK w/ (2) " TAPCON5 VENTED CONC. FILLED U-BLOCK w/ ?" DRYWALL NOTE: (MIN. EMBEDMENT 14") 8" FROM EACH ALUMINUM SOFFIT lU *5 CONTINUOUS REBAR P.T. 2x Ix4 or Ix2 P.T. NAILER SHIM A5 NEEDED ENE) and a 18' O.C. MAX ER PLAN (SEE WINDOW/DOOR JAMB BLOCKING L Pi TO PLUMB JAMB. or RECAST LINTEL FASTENER SCHEDULE FOR ATTACHMENT 1e" 05B (4" WIDE MIN.) 1" (2) DRIVE PINS, 8' FROM EACH END and WINDOW (PER PLAN), (SIZE AND REINFORCEMENT DOOR CASING ❑ DO NOT EXCEED 4 g 18' O.C. MAX ATTACHMENT PER MFR. PER PLAN) DOOR JAMB / WINDOW SPECIFICATIONS (ATTACHED TO BLOCKING 8" CMU BLOCK i" MIN. SHANK SIZE .145 PER MFR S SPECIFICATIONS :7DRYWALL MIN. HEAD 51ZE .300 NOTE: P.T. Ix4 or 4"x4" MIN. Ix4 or Ix2 P.T. NAILER MIN. EMBEDMENT 14° (SEE WINDO/DOOR JAMB BLOCKING P.T. Ix (4' WIDE MIN. ALL INSULATION STRUCTURAL 2x MUST BE ON OUTSIDE 8 SECURED FASTENER SCHEDULE FOR ATTACHMENT (R-VALUE PER ENERGY CALC5) THROUGH NON-STRUCTURAL MEMBER (Ix or �" 055) SECURE 2nd 2x TO STRUCTURAL DOOR CASING P.T. (z) 2x4: BE PRECAST OR POURED IN w/ I(," TAPCON MIN. 1 I' EMBEDMENT INTO BLOCK MEMBER w/ (2) 12d NAILS 8' FROM OOR JAMB / WINDOW SECURE TO BLOCK w/ (I) I' TAPCON PLACE SILL (PER BLDR 2` GYPSUM WALL BOARD EACH END and s 18" O.C. MAX (ATTACHED TO BLOCKING (MIN. EMBEDMENT 14") 8" FROM EACH TEXTURED CEMENTITIOU5 1) "5 REBAR VERTICALLY IN j WINDOW TO BLOCK (+1 15/6) PER MFR'S SPECIFICATIONS) ENE) and IS" O.C. MAX COATING MIN. (PER ASTM CONC. POURED CELL I 15 NOTE: (U DRIVE PIN, 8' FROM EACH END and C926) OVER CMU (LOCATION PER PLAN) DOOR JAMB TO BLOCK (+1 i6) STRUCTURAL 2x MUST BE ON OUTSIDE 8 SECURED 0 18' O.C. MAX 8" CMU-- 4" P.T. FURRING STRIPS 6 16" O.C. 4C SCALE: r=r-0' THROUGH NON-STRUCTURAL MEMBER (Ix or 16" 055) MIN. SHANK SIZE .145 w/ 4" TAPCON MIN. 1 4' EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 OOD BASE MIN. EMBEDMENT 1 I' NOTE: WINDOW TO BLOCK (+3 %6") SHIM AS NEEDED 7 „ P.T. (2) 2x6: RE ° TO PLUMB JAMB. DOOR JAMB TO BLOCK (+3 /6 ) ° ° ONCRETE SLAB ❑ DO NOT EXCEED 4° 4G SCALE: I'=r-0' SECURE TO BLOCK w/ (2) I" TAPCON5 (SEE FOUNDATION PLAN FOR SIZE (MIN. EMBEDMENT 1 I°) 8" FROM EACH a AND REINFORCEMENT) 8' CMU BLOCK I END and m IS" O.C. MAX XTERIOR WALL FOOTING DRYWALL UPLIFT UP TO 1115 lb or (SEE FOUNDATION PLAN FOR 5IZE P.T. 2x Ix4 or Ix2 P.T. NAILER (z) DRIVE PINS, 8' FROM EACH ENE) and BLOCK WALL SECTION —HIP ROOF AN[) REINFORCEMENT) (SEE WINDOW/DOOR JAMB BLOCKING SIMP50N HT820 w/ 110) IDd NAILS TO TRUSS 6 15' O.C. MAX 2 FASTENER SCHEDULE FOR ATTACHMENT P.T. Ix l4 WIDE MIN. (4) I"X2 4° TAPCON5 INTO BONA BEAM RE ENGINEERED MIN. SHANK 5IZE .145 SINGLE STORY SCALE: 3/4'•I'-0' DOOR CASING DOOR JAMB /WINDOW for EQUIVALENT INSTALLED PER MFR'S SPECS TRUSS MIN. HEAD 5IZE .300 (ATTACHED TO BLOCKING UPLIFT UP TO 2,350 lb F-CONTINUOU5 BOND MIN. EMBEDMENT 1 4" BATT INSULATION ADHERED TO CEILING 'GYPSUM BOARD OR 2" HIGH PER MFR'S SPECIFICATIONS (2) SIMPSON HT520 EACH SIDE OF TRU55 w/ BEAM BOARD (R-VALUE PER ENERGY CALC5 STRENGTH CEILING BOARD NOTE: (10) IDd NAILS TO TRU55 S (4) 4"X2 I" TAPCON5 P.T. (2) 2x8: STRUCTURAL 2x MUST BE ON OUTSIDE E SECURED INTO BOND BEAM SECURE TO BLOCK W/ (2) 1" 7APCON6 THROUGH NON-STRUCTURAL MEMBER (Ix or ly' O55) (or EQUIVALENT INSTALLED PER MFR'S SPECS (MIN. EMBEDMENT I I") 8" FROM EACH W/ Iy' TAPCON MIN. 14' EMBEDMENT INTO BLOCK END and 18" O,C. MAX TAPCON5 MIN. or WINDOW TO BLOCK (+2 %4) 2' COVER (2) DRIVE RIVE FINS, 8' FROM EACH ENE) and OPENING 2r x s0' MIN. OD CASING A7 SIDE 2 APART ' ATTIC ACCESS AIR SEAL GASKET BETWEEN DOOR JAMB TO BLOCK +2 4 MIN. SHANK SIZE .145 ( ) TRUSS ANCHOR RETRO—FIT MIN. HEAD SIZE ,300 0 3 SCALE: N.TS. WOOD CASING 4 GYP. L I BOARD (TYP) 4D SCALE: I'=r-0' S scALE: N.Ts. MIN. EMBEDMENT 14" A R C N I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAx:407-774.4078 www.abdesigngroup.com AA #. 0003325 O N E O c cu SUBDIV. & LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: SECTIONS/ DETAILS NAILING SCHEDULE ROOF DIAPHRAGM ASPHALT SHINGLE 2x LBW (STUD SIZE, SPACING 8 LOCATION PER PLAN) PRE-ENGINEERED ROOF TRU55 PRE-ENGINEERED ROOF TRUSS YI&" 0.5.8. or y' CDX PLYWOOD - ad RING SHANK GUN NAILS tv 4" O.C. m SUPPORTED PANEL EDGES AND Sd RING SHANK GUN NAILS a 6" O,C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE ENE) FRAME USE ad RING SHANK GUN NAILS @ 4' O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE ENE). ROOF DIAPHRAGM - CEMENTITIOUS TILE or METAL CDX EXTERIOR PLYWOOD or 5/32' APA-RATED O.S.B. (AS PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - 86 RING SHANK GUN NAILS e 4' O.C. e SUPPORTED PANEL EDGES AND ad RING SHANK GUN NAILS 6 6" O.C. 6 INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE ad RING SHANK GUN NAILS 4' D.G. EDGEWISE. TOP CHORD BLOCKING g 4° 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0" OF GABLE END. O.C, MAX IN FIRST (2) FRAMING EXTERIOR WALL SHEATHING SPACES e EACH EN PRE-ENGINEERED TRU55 z Q ECURE 2x TO CMU w/ (3)y" x V ANCHOR BOLT w/ 2" WASHER SET IN 5IMP50N OR U5P HIGH STRENGTH EPDXY (6" MIN. EMBEDMENT) NOTE: (U ANCHOR BOLT LOCATED 6° FROM TOP AND BOTTOM E (I) NEAR Mlp CENTER DOUBLE TOP PLATE TO STUD w/ 6IMP50N 8P4 (U5P 5PT4) a 32" O.C. MAX U � O.C. MAX UNLEESS55 NOTED OTHERWISE 2x CONTINUOUS STRESS BLOCKING Q MID -WALL DOUBLE TOP PLATE TO STUD w/ 51MP50N 6P4 (U5P 5PT4) 6 32 O.C. MAX 2x STUDS � O.G. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS 5TRE55 BLOCKING 6 MID -WALL b ,V O.5.B. orY" PLYWOOD or %" ZIP BOARD SYSTEM ad RING SHANK GUN NAILS 4° O.C. or RAFTER PANEL EDGES AND ad RING SHANK GUN NAILS 4" O.C. TOP BOTTOM PANEL AND ad RING ROOF SHEATHIN 1)°5 REBAR VERTICALLY IN 2° GYPSUM WALL BOARD 2" GYPSUM WALL BOARD ECURE BOTTOM PLATE TO SLAB w/ SHANK GUN NAILS 6 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. CONC. POURED CELL y" x 9' ANCHOR BOLT w/ 2" WASHER NOTE: RING SHANK GUN NAILS SHALL BE PERMITTEE) AS AN ACCEPTABLE FASTENER FROM � ANY MANUFACTURER z a A� REQUIREMENTS `° (LOCATION PER PLAN) ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE ECURE BOTTOM PLATE TO SLAB w/ (1)10d GUT NAIL 6 32" O.C. MAX SET IN 51MP50N HIGH STRENGTH EPDXY (OR EQUIVALENU 6" EMBEDMENT MIN. ,@ 32" O.C. MAX STUD TO BOTTOM PLATE w/ SIMPSON 51*4 (U5P 5PT4) 9 32" ° a 51ZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK ad ROUND, MODIFIED OR T 2 Yell 131 110,000 RING (16-20 RINGS PER INCH) AND RE INFORCEMENT) 1 1 O.C. MAX BUILDING LENGTH ° ° ° ONCRETE SLAB ° ONCRETE 5LA5 — — INTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE ° (SEE FOUNDATION PLAN FOR SIZE ROOF SHEATHING LAYOUT AND ENDWALL a ° (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) BRACING FOR GABLE END FRAMING 4 AND REINFORCEMENT) NTERIOR BEARING WALL FOOTING INTERIOR BEARING WALL FOOTING ° ' ° F ° XTERIOR WALL FOOTING 8d RING SHANK GUN NAILS a 4" O.C. (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE TOP 4 BOTTOM EDGES AND REINFORCEMENT) AND REINFORCEMENT) AND REINFORCEMENT) INTERIOR LBW TO CMU INTERSECTION SINGLE STORY L.B.W. w/ NO UPLIFT 1 SINGLE STORY L.B.W. W/ UPLIFT ® 5CALE:3/4'=1'-0' 4A SGALE:3/4'=1'-0' 4B SGALE:3/4'=I'-0° N J Z ui • � W � ad RING SHANK GUN a NAILS 6" O.C. IN FIELD �a z PRE-ENGINEERED PRE-ENGINEERED ROOF TRU55 ROOF TRU55 n 4'-m" MINIMUM OVERLAP FOR TOP PLATE SPLICE ® SECURE TOP PLATES w/ 16d COMMON NAILS o 4° O.G �`J u 2-ROW5, STAGGERED a z z TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING DOUBLE TOP PLATE TO STUD Z u 10.5.8. TO BE STRUCTURAL GRADE) TDP PLATE 0 a `" � 2x WOOD or METAL STUDS m/32"MO.COMAX4 (U5P 5PT4) Q 24' O.C. MAX 2x CONTINUOUS STRESS — �—'Sd RING SHANK GUN NAILS 12° (NOT LOAD BEARING) BLOCKING Q MID -WALL D LU 2x STUDS 16" O.C. MAX O.C. IN FIELD Z Z n Z or - UNLESS NOTED OTHERWISE 4 � ad x - . GREW SHANK BALLISTIC NOTE: ST FLOOR STUDS TO 2Np FLOOR STUDS a in N ELECTRD,GALVANIZED STRIP + DO NOT SPLICE TOP PLATES WITHIN 6'-0" " SECURED w/ SIMPSON OR U5P M5TA36 a z n NAILS 9 12' O.C. IN FIELD 4 TBG SUBFLOOR (ATTACHMENT i" TAG SUBFLOOR (ATTACHMENT a OF ENDS OF WOOD STRUCTURAL PANEL " 4 a SHEAR WALLS. METHOD PER NAILING SCHEDULE) METHOD PER 'NAILING SCHEDULE') N UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF TH15 DETAIL APPLIES AT ALL EXTERIOR RE -ENGINEERED FLOOR TRU55 RE -ENGINEERED FLOOR TRUSS SUB -FLOOR SHEATHING WALLS AND INTERIOR SHEAR WALLS. \ . . . . . . . . . . OUBLE TOP PLATE TYPICAL EXTERIOR SHEATHING ATTACHMENT TYP. 3/4' T8G SUB -FLOOR DECKING GLUED FOR WALL SHEATHING TO ALL EXPOSED MEMBERS TOP PLATE SPLICE DETAIL 2x STUDS m 16" O.C. MAX (0.55. TO BE STRUCTURAL GRADE) 3 SCALE: 3/4'=1'-m' OUBLE TOP PLATE UNLESS NOTED OTHERWISE #' GYPSUM WALL BOARD ' GYPSUM WALL BOARD 2x CONTINUOUS STRESS 2x CONTINUOUS 5TRE55 NOTE: RE -ENGINEERED GABLE TRUSS BLOCKING MID WALL BLOCKING MID WALL + DIAGONAL BRACE ls CENTER OF TRU55 SPAN or 2x4 BLOCKING BETWEEN ECURE BOTTOM PLATE TO SLAB w/ ANCHOR BOLT w/ 2" WASHER V x TRUSSES A7 FIRST (2) BAYS VHIGHEST RIDGE. 2x STUDS 9 16' O.C. MAX SET IN SIMP50N HIGH STRENGTH $ DIAGONAL BRACE TO BE 6 ANY SPAN 15'-0' OR (4'-0' O.C. 9 SHEATHING SEAMS) UNLE55 NOTED OTHERWISE EPDXY (OR EQUIVALENT) 6' GREATER (REFER TO TRU55 ENGINEERING FOR 2) 2x4 SYP 02 DIAGONAL BRACE w/ (3) ECURE BOTTOM PLATE TO EMBEDMENT MIN. a 32' O.C. MAX ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT.) 12d NAILS a EACH TRU55 (DIAGONAL SLAB w/ (U IOd CUT NAIL TUD TO BOTTOM PLATE w/ 7/ + 0'-0" - 30'-0' USE (1) X-BRACE X-BRACING TO COVER 5-TRUSSE5 32" O.C. MAX SIMPSCN SP4 (USP 5PT4) 9 32" + 30'-1" - 60'-0' USE (3) X-BRACE ° O.C. MAX ++ (1) X-BRACE 9 CENTER 8 (2) BRACES DIVIDED EQUALLY FROM CENTER TO ENE) L ° ONCRETE SLAB ONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) AND REINFORCEMENT) STIFFBACK AT ALL UPRIGHTS NTERIOR BEARING WALL FOOTING NTERIOR BEARING WALL FOOTING OVER 4'-10' HIGH (SEE FOUNDATION PLAN FOR 51ZE (SEE FOUNDATION PLAN FOR 51ZE (A5 PER TRUSS ENGINEERING)AND REINFORCEMENT) AND REINFORCEMENT) PLASTIC OR METAL WEEP SCREE TWO STORY L.B.W. W/ NO UPLIFT TWO STORY L.B.W. w/ UPLIFT 5 B SCALE: 3/4'=1 0 SHOWN w/ CMU (FRAME CONDITION 7B _LL 1 5A SCALE: 3/4'=1' SAME X-BRACING REQUIREMENTS) WA2 ONT. 2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 12d NAILS GABLE X—BRACING INSTALLED Q MID -POINT OF TRU55 SPAN 1 SCALE: 3/4'=1'-0' or 10'-0" O.C. MAX i A R C H IT E C T S Design Grou plinc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX:407.774.4078 www.abdesigngro u p.ao m AA #: 0003326 r � SUBDIV. & LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#, : 02784.000/00019 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA DAME ANTWELL .A N 12079 D E: 6/13/18 s LE:1/4"=1'-0" SHEET D SON VTCR or ,ING (1) a EA 6'-01 O.C. M, TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=1'-V SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4'=1'-0' /--PRE-ENGINEERED TRUSS 8' GYPSUM BOARD OR I' HIGH STRENGTH CEILING BOARD 2x TOP PLATE GYPSUM WALL BOARD 2x WOODS STUDS 6 24" O.C. (SIZE PER PLAN) -SECURE BOTTOM PLATE TO SLAB w/ 10d MASONRY NAILS m 32" O.G. MAX CONCRETE 5LA5 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) a INTERIOR NON -BEARING WALL WOOD STUDS SCALE: 3/4'=1'-0' PRE-ENGINEERED TRUSS g° GYPSUM BOARD OR ° HIGH STRENGTH CEILING 0 BOARD 3 %" TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRUSS w/ DRYWALL SCREWS (EACH TRUSS or 24" O.G. MAX) " GYPSUM WALL BOARD V METAL STUDS (25 GAUGE) a 24' O.0 w/ FULL LENGTH LAYER OF 1/2" TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE m 12" O.C. LTOM CHANNEL (25 OTTOM CHANNEL TO ad x I" MIN. MASONRY ASHER Q 32" O.C. MAX. E SLAB NDATION PLAN FOR REINFORCEMENT) as a NOTE: STUD GAUGE IS HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'=I'-C 1" TEXTURED CEMENTITIOUS U REBAR VERTICALLY IN CONC. POURED COATING MIN. (PER ASTM CELL (SIZE AND LOCATION PER FLAN) C926) OVER CMU— 8" CMU BLOCK ATHER STRIP DOOR (PER MANUFACTURER'N SPEC�D CATION6) _ 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)V x 9" ANCHOR BOLTS w/ 2° GALVANIZED STEEL TRACK BRACKETS WASHER SET IN SIMP50N or USP HIGH (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS STRENGTH EPDXY (MIN. 6" EMBEDMENT) PER MANUFACTURER'S SPECIFICATIONS I" MIN. SLIDE VERHEAD GARAGE DOOR (BY OTHERS) SECTION ROOM ALVANIZED STEEL VERTICAL TRACK B (BY OTHERS - INSTALLED PER SCALE: N.T.S. MANUFACTURER'S SPECIFICATIONS) A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONG W OOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 J SUBDIV. 8c LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA //- 6/13/18 I 0¢ALE: 1/4"-1'-0" 1 SHEET D A BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALC5} PRE-ENGINEERED ROOF TRUSS - TWIST STRAP (PER PLAN} DOUBLE TOP PLATE - METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT PER WINDOW HEADER (SIZE PER PLAN) 8' TEXTURED CEMENTITIOU5 COATING MIN. (PER A5TM C92(b) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE'} CONTINUOUS 2x4 w/ (4) IC d NAILS 9 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL} SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN, FROM 2nd FLOOR LINE CONTINUOUS 2x6 w/ (6)16d NAILS 6 BOTTOM OF FLOOR TRU55 (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) PLASTIC OR METAL WEEP SCREED CONC. FILLED U-BLOCK w/ (U 05 CONTINUOUS REBAR WINDOW (PER PLAN), ATTACHMENT PER MFR SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) }" TEXTURED CEMENTITIOU5 COATING MIN. (PER A5TM C92(o) OVER CMU 6 FRAME ON BLOCK WALL SECTION - HIP ROOF Two STORY 16d NAILS 6 8' O.C. MAX- 2x4 BLOCKING Q EACH BRACE. TOENAIL INTO TRUSS w/ (4)16d NAILS a EACH END 3/4' T* SUBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE"> ad RING SHANK NAILS e 4" O.C. MAX INTO BLOCKING PRE-ENGINEERED FLOOR 2x4 BRACE ID 48" O.C. w/ (5) 12d NAILS s EACH END $' GYPSUM BOARD OR J' HIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK w/ (U 05 CONTINUOUS REBAR- 2 FLOOR TRUSS CONNECTION SCALE: 3/4'=1'-0' $CALE: 3/4'=1'-0' OR TILE (PER BLDR) OVER #30 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') 8' GYPSUM BOARD OR #' HIGH STRENGTH CEILING BOARD -SIMPSON 5P2 (USP 5PT24) 6 EVERY EXTERIOR BEARING STUD. , FOR CONDITIONS WHERE TRU55 AND STUD LINE-UP, USE A 51MP50N HIOA (USP RTI&A) {WALL INSULATION (R-VALUE PER ENERGY CALC5) -WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS SILL -EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE #21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] 3/4" T4G 5U5FLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE') -ENGINEERED FLOOR TRU55 e' GYPSUM BOARD OR ? HIGH STRENGTH CEILING BOARD EMBEDDED STRAP (PER PLAN) PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) {WALL INSULATION (R-VALUE PER ENERGY CALC5) 2" GYPSUM WALL BOARD f) 05 REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) a° P.T. FURRING STRIPS Q IV O.G. CONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) SHINGLES OR TILE (PER BLDR) OVER 130 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) I OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE') METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT PER PLAN DOUBLE TOP PLA 8' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RE516TANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE"} WALL INSULATION (R-VALUE PER ENERGY CAL05} WINDOW HEADER (SIZE PER PLAN) FRAME WALL SECTION - GABLE ROOF SCALE: 3/4'.1'-0' NOTE: REFER TO DETAIL I/D2 FOR GABLE X-BRACING REQUIREMENTS PRE-ENGINEERED GABLE ROOF TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-0' O.C. a SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENGINEERING) CONT.2x4 RAT -RUN ATTACHED TO EACH TRU55 w/ (2) 12d NAILS INSTALLED a MID -POINT OF TRUSS SPAN or 10'-0" O.C. MAX BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALC5) -SECURE 2x4 TO DBL TOP PLATE w/ %8" x 6" THRU-BOLTS ID 32' O.C. MAX, then SECURE GABLE TO 2x4 w/ 12d NAILS 6 8' O.C. MAX or SECURE GABLE TO DBL TOP PLATE w/ SIMP60N HGA10 e 24" O.C. MAX (or EQUIVALENT INSTALLED PER MFR'S SPECS) or SECURE GABLE TO DBL TOP PLATE w/ 51MP50N MSTA24 6 32' O.C. MAX (or EQUIVALENT INSTALLED PER MFR'S SPECS) HANDRAILS WITH A CIRCULAR CRO55 SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 14 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL 15 NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES (102 MM) AND NOT GREATER THAN 6 4 INCHES (160 MM) WITH A MAXIMUM CRO55 SECTION OF DIMEN5ION OF 2 4 INCHES (51 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). FULL WAI ' CLEAR SPA( BETWEEN TF )RAIL AND TE SHALL BE I 42' KNEEWAI CONTINUOUS HANDRAIL 34' MIN. TO 36" MAX A.F 4A STAIR , HANDRAIL Two STORY SCALE: 3/4'=I'-0' ' TEXTURED CEMENTITIOU5 COATING MIN. (PER A5TM C92(o) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER "NAILING SCHEDULE' —EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 121, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] PARALLEL TO BLOCK EMBEDDED STRAP (or EQUIVALENT) (PER PLAN) f — Z" TEXTURED CEMENTITIOU5 COATING MIN. (PER A5TM C926) OVER CMU NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4" MIN. FROM 2nd FLOOR LINE PERPENDICULAR TO BLOCK CONTINUOUS 2x4 w/ (4) 16d NAILS 6 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) 3/4' T4G 51.15FLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') PRE-ENGINEERED FLOOR TRU55 CONTINUOUS 2x6 w/ (6) 16d NAILS -a BOTTOM OF FLOOR TRU55 (BOTTOM 2x(o 15 A NAILER FOR WALL SHEATHING) 8' GYPSUM BOARD OR HIGH STRENGTH CEILING BOARD CONC, FILLED U-BLOCK w/ (U 15 CONTINUOUS REBAR x 2' WOOD SCREWS _L SPACER STUDS n 16 oilI�"'w"A,METAI - . WALL MOUNT RAIL 4B RAILING DETAIL SCALE: N.T.S. BLOCKING A R C H I T E C T S 1441 N. HUNALD M AUAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdeslgngroup.com AA #: 0003325 r milk SIJBDIV. 8c OAKLANDLOT: LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA. D TE: 6/13/18 C ALE: 1 /4" =1' — O" SHEET 5 A R C H I T E C T S M5TCM40 (INSTALLED ON TOP OF WALL 5HEAT14ING 1116' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL 1116' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ ll(o)16d SINKER NAILS 2X EXTERIOR WALL STUDS PRE-ENGINEERED FLOOR M5TCM40 TRUSS •• 1 9 (INSTALLED ON TOP OF 1/1(o' 0.5.5. SHEATHING OR 0a WALL SHEATHING 1/2' CDX PLYWOOD M5TCM40 a w z� 0 z® *,.-2Xo EXTERIOR WALL TOP OF STUDS MASONRY WALL 2X6 50TTOM PLATE •. w CONNECT 50TTOM OF PLAN VIEW - 2x6 WALL STRAP TO CMU BLOCK WALL:' ° W/ (12) #' TAPCON5 EXTERIOR STUD WALL - OUTSIDE CORNER M5TCM40 \ (INSTALLED ON TOP OF WALL SHEATHING SCALE: N.T9. 7/16' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 50TTOM PLATE PLAN VIEW - 2x4 WALL U16' 0.` Z, SHEATHING OR 1/2' CDX PLYWOOD (INSTALLED ON TOP OF WALL SHEATHING 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER rMT-A IN NOT + MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 Y' 1/16' 0.5.5. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ (16) 16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS M5TCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) J' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 I Y' A ELEVATION VIEW SCALE: N.TA B ELEVATION VIEW SCALE: N.T.S. D5 Design Coup inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro u p. com AA #: 0003325 �III"'I'll Lom0gm0 SUBDIV. & LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: SECTIONS/ Lm DETAILS ARCHITECT: STATE OF FLORIDA TE: 6/13/18 CALF: 1 /4" =1' — 0" SHEET NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF CONTINUOUS 2x4 w/ (4)16d NAILS a TOP OF FLOOR TRU55 (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) SIMPSON MT512 or USP MTW12 TO LEDGER a 24' O.C: DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %S x 5' LAG SCREWS a 24' O.C. MAX CONTINUOUS 2x6 wl (6)16d NAILS a BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o 15 A NAILER FOR WALL SHEATHING) LEDGER CONNECTION AT FLOOR TRUSS PERPENDICULAR NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN I'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF 6IMP60N MT512 or USP MTW12 TO LEDGER 6 24' O.C: DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %$ x 5' LAG SCREWS e 32' O.C. MAX SCALE: 3/4'=1'-O' LEDGER CONNECTION AT FLOOR TRUSS PARALLEL NOTE: SHEATHING MUST NOT BREAK AT JOINT OF WALL AND INTERSECTING ROOF DECKING. 2X EXTERIOR STUDS TOP OF WALL PRE-ENGINEERED FLOOR TRU55E5 BEARING CONDITION (PER PLAN) ROOF TO SECOND FLOOR WALL PARALLEL SCALE: 3/4'=1'-0' SCALE: 3/4'=I'-0' -EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS STRAP - nos PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE *21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] FLOOR TRU56 EMBEDDED STRAP (PER PLAN) - CAST LINTEL - � . REINFORCEMENT �i PER PLAN) 1/16' 0.55. SHEATHING OR 1/2' CDX PLYWOOD CONTINUOUS TO BLOCK CONT, 2x4 W/ (4)16D NAILS e TOP OF FLOOR TRU56 (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) 1/16' 0.58. SHEATHING OR 1/2' CDX PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES CONT. 2x6 w/ (6)16d NAILS a BOTTOM OF FLOOR TRUSS (BOTTOM 2X(o 15 FOR WALL SHEATHING NAILER) TYPICAL PRECAST LINTEL NOTE: ROOF CONDITIONS MAY VARY 5 L111 Ll1 11U0 STORY HEADER (SIZE PER PLAN) C DOOR / WINDOW OPENING —) SECURE EACH KING STUD TO TOP PLATE w/ SIMPSON SP4 or LISP SPT4 (FOR 2x6 WALL USE SIMP50N 5% or U5P SPT(o) PRE-ENGINEERED TRUSSES w/ TRU65 CONNECTOR (VERIFY w/ TRUSS PLAN) TOP PLATE STUDS a IV O.C. MAX ICING STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENT6' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) SECURE JACK STUDS TO HEADER w/ SIMPSON or USP L5TAI2 (EACH SIDE OF OPENING) JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD REQUIREMENTS' CHART ON FRAMING PLAN FOR DETAILS AND SPECIFICATIONS) EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] JACK STUD ASSEMBLY TO BE SECURED ONE PLY AT A TIME. USE 12d NAILS, (2) WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SECURE EACH JACK 4 KING STUD TO BOTTOM PLATE w/ 6IMP60N 5P4 or USP 5PT4 SHEATHING TO LAP TO TOP OF MA50NRY WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLOOR LINE NE WALL SCALE: 3/4'=I'-O' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngroup.co m AA #: 0003325 �"III"III �o�vomv■ov� SUBDIV. 7 LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: SECTIONS/ DETAILS ARCHfT'ECT: STATE OF FLORIDA �alvyzjj 6/13/18 *C*LE: 1/4"=1'—O" 1 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH 6 9" O,C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ Yet" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED i" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH 1— APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION OR LESS PIPE PENETRATION STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAPAROUND THE PIPE. PER FBC R103.7.1 EXTERIOR LATHING 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 �ir,r 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL_ J SCALE: N.T.S. To TO 8' M� AP MINI 6' TO 8' 8" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 61" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.rs. NOTE: APPLY SEALANT AT 'M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. SECTION TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING, TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SMALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9It (229-MM). AS PER ASTM CI063 7.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 4 STICK WOOD STU SHEATHI WRB #i TAPED T SHEATHING w/ WI 12 OVER TOP. WF 12 TO BE LAPPE_ VERTICALLY 6' MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE III VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL wN� L_N i FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE:KTA WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUR SPECS) 5"X-1' CONTINUOUS GALV, METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SCALE:NT.$. NOTE: APPROVED BUILDING WRAP SMALL BE LAPPED A MINIMUM OF 6' 6 VERTICAL LAPS (ROLL ENDS) 8 6' 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1" METAL LATH TAPE WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 1, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #l, STUCCOWRAP OR x APPROVED EQUAL) WRB LAYER #2 z (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) N STUCCO SHEATHING METAL LATH x x x x STUCCO a e a WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103,11 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S 4Design Group-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E mmmm w oQ by a 2 F w q � a A q a m F q� 0 w N M 7 b Co Z� cb W SUBDIV. 8e LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: WALL ASSEMBLY DETAILS ARCHITECT. - STATE OF FLORIDA JUL 01$12018 DA/tE: 6/29/18 SOIALE: 1/4"=1'-O" SHE�E��T� VV AI JUL 10 2, PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH o 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED i" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER ASTM C1063 1.10.1.4 NOTE: 1. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO WALL STUDS REQUIRED PER PLAN CUT TWO PIECES OF FORM FLASH I — APPROX. 6" LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION OR LESS PIPE PENETRATION —� STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEASE LINER AND FOLD THE FORM FLASH I IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLASH I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAPAROUND THE PIPE. PER FBC R10321 EXTERIOR LATHING 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 STEP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING PIPE PENETRATION DETAIL 3 SCALE: V.S. TO WTO S' 6' TO e' $" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED 67" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING T__PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: KTS. NOTE: APPLY SEALANT AT I'M" CONTROL JOINT END TO END CONDITIONS USE FINGERS TO MOLD THE REMAINING HALF OF THE //T FORM FLASH I TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE \ SHEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. TAKE SECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 2 SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRESSED DOWN TIGHT TO THE PIPE AND SHEATHING, SECTION TAPE WRB LAYER #11 STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO OSB AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9" (229-MM). AS PER ASTM 01063 1.8.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL & STICK WOOD STU z SHEATHI WRB 01 TAPED T SHEATHING w/ W' 12 OVER TOP. W1 02 TO BE LAPPL, VERTICALLY 6" MIN, STUCCO OVER METAL LATH. METAL LATH TO HAVE 1" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING m FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) PAPER LAP 2 SCALE: N.T.S. WOOD SHEATHING WATER RESISTIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP SCREED STARTER STRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. SPECS) 5'Xl' CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP "L" FLASHING 4 SALE: N.TbN.Tb. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" is VERTICAL LAPS (ROLL ENDS) 4 6" 6 HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I" METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING SHEATHING LEGEND r ° DRAINAGE PLANE (WRB LAYER 01, STUCCOWRAP OR APPROVED EQUAL) ' rl WRB LAYER #2 z (FORTIFIBER Z BUILDING PAPER OR 7b APPROVED EQUAL) STUCCO METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE - METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RESISTIVE BARRIER A R C H I T E C T S --- LONGWOOD, FL 32750 V PH: 407.774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �II"IIIIII ��0�0o�oovmJ SUBDIV. & LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: WALL ASSEMBLY DETAILS [ARCHITECT' STATE OF FLORIDA D#TE: 6/13/18 ydC ALE: 1 /4"=1' - O" WAI A R C H I T E C T S TEXTURED CEMENTITIOU5 WRB LATER #1, 5TUCCOWRAP (OR APPROVED __ COATING EQUAL) x _ WRB LAYER #2, FORTIF15ER BUILDING X WOOD SHEATHING -- PAPER (OR APPROVED EQUAL) VENT CAP 15 TO BE SET IN CONTINUOUS BED OF THICK, 3 COATSEALANT, CEMENT PLASTER WRB LAYER #1, 5TUCCOWRAP (OR APPROVED PREMANUR DRYER VENT CAP EQUAL) TAPED DIRECTLY TO SHEATHING ONE-PEICE HOODED VENT ATTACHED PER MANUR (SET IN CONT. SEALANT) i LAP LAYERS OF BUILDING WRAP OVER 5PECIFICATION5 STEP FLASHING NAILING FLANGE, STOP WRB APPROX. APPLY SEALANT AT PERIMETER OF OVERLAPS KICKOUT 1 Y" ABOVE SHINGLES NON -MOVABLE FRAME AND STUCCO ON ALL - SEALANT 6 ALL SIDES DIVERTER V MIN. uw" 5ID SELF -ADHERING FLASHING ES,Ya" SEALANT JOINTS ALL AROUND "= :{ THICK, 3 COAT CEMENT PLASTER STEP FLASHING METAL LATH 6B DRYER VENT (BLOCK) DRYFLEKt KICKOUT DIVERTER WRB LAYER #2, FORTIFIBER BUILDING Quo PAPER (OR APPROVED EQUAL) BUILDING PAPER 6A DRYER VENT FRAME) OVER "QUICK FLASH° FELT UNDERLAYMENT PER FBC R�O3,7.1 PIPE THROUGH WALL SHINGLE ROOFING EXTERIOR LATHING AND PLASTERING FASCIA WRAP BUILDING PAPER EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL DRIP EDGE: OVERLAP 31, COMPLY WITH THE APPLICATION REQUIREMENTS OF EXTEND 1/2' BELOW UNDER "QUICK FLASH" ASTM C 926-12A. SHEATHING, MECHANICALLY FASTEN 4' O.C. MAX. VENT PENETRATION �, INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH ASTM C 1063-12A WOOD SHEATHING WRB LAYER #2, FORTIFIBER LEGEND WOOD WRB LAYER #11 BUILDING PAPER (OR DRAINAGE PLANE CONSTRUCTION 5TUCCOWRAP (OR APPROVED EQUAL) (WRB LAYER #I, 5TUCCOWRAP NOTE: APPROVED EQUAL) METAL LATH OR APPROVED EQUAL INSTALL KICKOUT FLASHING KICKOUT DETAIL WOOD - INSTALL SHEATHING WRB LAYER #2, WOOD 5 ecALe:NTs. r �7/8" TEXTURED FINISH WOOD WRB LAYER 02 AT BOTTOM OF ROOF 4 WALL 1 FORTIF15ER CONSTRUCTION FASTEN TO WOOD STRUCTURAL (FORTIF15ER BUILDING PAPER INTERSECTIONS BUILDING PAPER (OR 8" CMU MEMBER 6 -1" O.C. MAX OR APPROVED EQUAL) t0 RECEIVE i COAT OF SHER-CRETE APPROVED EQUAL) ; ® � YS" TO Va' MID -WALL AREA RE E E $THICK, 3 COAT CEMENT WEEP SCREED METALSTUCCO X X X X FLEXIBLE CONCRETE WATERPROOFER or WOOD FRAMED PLASTER _ 6" WIDE STRIP SELF SCRATCH COAT PRIOR TO ELEC. METER WALL %8' TO 7/8' MID -WALL ±_ ADHERING FLASHING, CLEAN WOOD SHEATHING INSTALLATION WEEP SCREED MA50NRY BEFORE APPLYING 5ELF-ADHE5IVE FLASHING 1 (PER 3/WA1) 6" 5ELF-ADHERING FLASHING TEXTURED FIN15H MASONRY HORIZONTAL WEEP SCREED HORIZONTAL WEEP SCREED NOTE: METAL LATH: LATH TO BE PER FBC 103.7.1 / ASTM R FRAME TO FRAME (FRAME TO BLOCK) y ELEC. METER FIELD VERIFY 7A _GALE: N.T.S. 7B _GALE: KT._. C-S4 I-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR LOCATION NOTE: PROTECTED FLASH TAPE BEHIND WEEP SCREED 4 APPLY SEALANT AT WEEP 5CREED END TO END JOINTS NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METER FIELD VERIFY LOCATION CUT ENOUGH PROTECTO FORM SEALANT ON TOP 8 51DE5 ONLY FLASH I PIECE5 to COVER BOX 4" NOTE: ATTACH PER o� PAST EACH SIDE. STARTING AT THE MANUF. SPECIFICATIONS BOTTOM OF THE BOX, REMOVE PUSH THE PROTECTO FORM RELEASE LINER AND APPLY MAKE AN "X" CUT THROUGH CAVITY TO BE FILLED WITH RIGID PROTECTO FORM FLASH 1 IN A THE PROTECTO FORM FLASH 1 FLASH 1 INTO THE OPENING POLYMERIC I50CYANATE-POLY5LEND SINGLE FASHION TO COMPLETELY IN THE CENTER OF THE BOX AND ADHERE TO THE ir FOAM ('GREAT STUFF" OR SIMILAR) COVER THE BOX. OR OUTLET OPENING INTERIOR OF THE BOX. EXTENDING TO NO CL05ER ' WOOD SHEATHING THAN 1" t0 CORNER. STEP 1 STEP 2 STEP 3 WRB LAYER #1, 5TUCCOWRAP APPLY SEALANT At TOP 4 (OR APPROVED EQUAL) ELA5TOMERIC COATING I I F 5IDE5 OF ELEC. METER BOX PROTECTO FORM FLASH I (OR APPROVED EQUAL) AFTER STUCCO INSTALLATION LLSELF ADHERING FLASHING APPLY E-Z BEAD OVER STUCCO/ C.Y. FINISH SH OPENING WITH PROTECTO FORM FLASH I APPLY 60 MIN GRADE 'D" FELL (OR APPROVED EQUAL) It (SEE TYPICAL WALL FLA PE PR PPL D SELF ADHERING FLASHING PER FLASHING OVER SELF -ADHERING FLASHING OVER 60 MIN GRADE "D" SECTION) METHOD AS DESCRIBED IN DETAIL 3 OF WAI OVER APROVED HOUSEWRAP FELT -PROVIDE SEALANT METAL LATH ELECTRICAL CONDUIT 'PIPE PENETRATION DETAIL" AT ALL JOINT5 AND 007 ENETRATION 8)_5C_ALr=K APPLY 1 COAT OF 5HER-CRETE FLEXIBLE CONCRETE WRB LAYER #2, FORTIF15ER INTERSECTIONS EXTERIOR WATERPROOFER 2' LARGER THAN THE ELEC. METER CAN BUILDING PAPER (OR Al ECTRICAL RECEPTACLE STEP 4 STEP 5 9� N.T. Ta STEP 6 OR METER CAN COMBO OR METER CAN AND DISCONNECT APPROVED EQUAL) Design Groulsinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 r �I""III'I L 00�D�ODODJ JE 8 E O C SUSDIV. & LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#- 02784.000/00019 PAGE: WALL ASSEMBLY DETAILS ARCHITECT STATE OF FLORIDA day 1 D TE: 6/13/18 GALE: 1 /4" =1' - O" SHEET �� V V A2 WOOD 5HEATHING WOOD CON5TRUCTION %" HAT CHANNEL W/ %11 TYPE "X" DRYWALL WOOD SHEATHING WR5 LAYER 1, 5TUCCOWRAP (OR APPROVED EQUAL) 8" THICK, 3 COAT — CEMENT PLASTER WR5 LAYER #11 5TUCCOWRAP (OR APPROVED EQUAL) GAP MIN, AM66-WFWC-100 CUSTOM CA51NG 5EAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WR5 LAYER $1, 5TUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AMl6-9WC-I80 CUSTOM GA51NG BEAD (OR APPROVED EQUAL) -\ WR5 LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WR5 LAYER 12, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) 6" SELF-ADHEREING FLA5HING WRAPPED 6 CORNER OF CANTILEVER AMICO AM66-WFWC-150 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) (W/OPT. WEEP5) ,CASING BEAD DETAIL C CANT. 1 OA AFIL9. N.TS. LEGEND DRAINAGE PLANE (WR5 LAYER 11, 5TUCCOWRAP OR APPROVED EQUAL WR5 LAYER 12 (FORTIF15ER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO =a ° � a WOOD SHEATHING FIZ T711 5ELF-ADHE5IVE FLASHING EQUAL) CA51NG 5EAD 5/5" TYPE "X" DRYWALL W/TEXTURED 4 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG 5EAD NOTE: METAL LATH: LATH TO 5E PER F5C R 03.-1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE 5ARRIER #2 a" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD 5HEATHING HEADER/SEAM VINYL CORP. (OR APPROVED EQUAL) 4" P051TIVE DRAIN WEEP 5GRE NO GAP IN FIELD (5HOWN FOR CLARIFICATION OF 5EPARATE ACCE55ORIE5 ONLY) DRIP EDGE INSTALLATION 11 A SCALE: K15. 2x FRAMING MEM5ER $" THICK, 3 COAT CEMENT PLASTER CORNER 5EAD FASTENED TO SHEATHING 6 7" O.C. MAX. WR5 LAYER #l, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING METAL LATH WR5 LAYER 02, FORTIF15ER 5UILDING PAPER (OR APPROVED EQUAL) CORNER BEAD C FRAME 12A SCALE: N. CORNER BEAD (FA5TENER 4 5PACING 6 7" O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD C BLOCK 12B SCALE: N.T.S. A R C H I T E C T S Design ro u Ip-inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 w 00 Eti U wh q� aq ' AILI b iL W 0) SVBDIV. 8e LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: WALL ASSEMBLY DETAILS ARCHITECT- STATE OF FLORIDA JUL 0 5 DATE/ 6/29/18 ' SOLE: 1/4"=1'-0" I SHE�ET� N J V ��V A3 JUL 10 e WOOD SHEATHING WOOD CONSTRUCTION %" HAT CHANNEL W/ %11 TYPE "X" DRYWALL WOOD SHEATHING WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) a" THICK, 3 COAT — CEMENT PLASTER WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL)\ AMICO AMCC-WFWC-780 — CUSTOM CA51NG BEAD (OR APPROVED EQUAL) DO NOT CAULK OR SEAL GAP WRB LAYER 01, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER 02, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) $" THICK, 3 COAT CEMENT PLASTER AMC C-WFWC-100 CUSTOM CA51NG BEAD (OR APPROVED EQUAL) WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) HING 'll `� I / WRAPPED o CORNER OFCANTILEVER X---- AMICO AMCC-WFWC-780 CUSTOM CASING BEAD (OR APPROVED EQUAL) (W/OPT. WEEPS) CASING BEAD DETAIL @ CANT. a�.l &1.& FIN15H LAYER (2 LAYER PEED & STICK) C° PEEL 4 STICK 6 DRIP EDGE TO DECK 1 Y"XI %4" P.T. OR 51MULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS WATER PROOFING 15t LAYER (2 LAYER PEEL & STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER C" PEEL & STICK Q DRIP EDGE TO DECK SUB FLOOR FULL SHEETS OF PEEL 4 STICK I %"XI %" P.T. OR SIMULATED WOOD (TREX) FILLER (OR APPROVED EQUAL), CONTINUOUS %" GAP FOR BACKER ROD 8 SEALANT $" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CA51NG BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD #COMPONENTS PULLED -- 1 APART FOR CLARITY LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL WRB LAYER 12 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO a WOOD SHEATHING 5ELF-ADHE5IVE FLASHING VINYL (OR APPROVED EQUAL) CASING BEAD 5/0' TYPE "X" DRYWALL W/TEXTURED 8 PAINTED FIN15H 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CORNER BEAD VINYL (OR APPROVED EQUAL) CA51NG BEAD 3" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, 2 MIN. SPACE FROM DRIP FACE TO TREX Y" GAP FOR BACKER ROD 4 SEALANT VINYL (OR APPROVED EQUAL) CA51NG BEAD WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 DECK MEMBRANE, EXTEND OVER DRIP EDGE X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,/2" MIN. SPACE FROM NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-84l-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. (OR APPROVED EQUAL) 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 A acaLE: rLTs. DRIP EDGE INSTALLATION 1 y" GAP FOR BACKED ROD 8 SEALANT VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 8 STICK) PEEL & STICK SUB FLOOR DRIP FACE TO TREX MODIFIED 90 VINYL (OR APPROVED EQUAL) CA51NG BEAD I Y2'XI Y" P.T. OR SIMULATED WOOD (TREX) WATER PROOFING 1st LAYER (2 LAYER FILLER (OR APPROVED EQUAL), CONTINUOUS PEEL 4 STICK) WRAPPED FROM BALCONY Y" GAP FOR SEALANT 4 DECK TO CANTILEVER OPT. BACKER ROD $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 4" POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP EDGE INSTALLATION I �I MCOMPONENTS PULLED APART FOR CLARITY 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD VINYL (OR APPROVED EQUAL) BEAD VINYL (OR APPROVED EQUAL) CASING BEAD NOTE: SET RAILING LAG BOLT ATTACHNMENT5 IN SEALANT, WHERE APPLICABLE 2x FRAMING MEMBER $" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING ,@ I" O.C. MAX. LAYER #I, STUCCOWRAP APPROVED EQUAL) V SHEATHING AL LATH LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) *-_ORNERBEAD @FRAMESCALE: N.T.S. CORNER BEAD (FASTENER 4 SPACING i" O.C.) CMU %s" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO CONCRETE MA50NRY UNIT CORNER BEAD @ BLOCK SCALE: KT.5. COLUMN SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 C" SELF ADHERING 4 FLASHING PEEL 4 STICK 1 Y,2"x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 y" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,y" MIN. SPACE FROM DRIP FACE TO TREX r\�WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER 02 EXTERIOR COLUMN COLUMN SHEATHING C" SELF ADHERING 4 FLASHING 1 Y,2°x3" "L' FLASHING FULLY EMBEDDED IN ROOF CEMENT y" X 3" 2C GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, y" MIN. SPACE FROM DRIP FACE TO TREX ON ALL 4 SIDES OF COLUMN VINYL (OR APPROVED EQUAL) CASING BEAD WATER PROOFING 1st LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER $" THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RE515TIVE BARRIER #1 WEATHER RE515TIVE BARRIER #2 4" P051TIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP @ COLUMN W GE INSTALLATION 'T' FLASHING A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII"IIII o�mommomm� SUBDIV. 8e LOT: OAKLAND LAKE (LOT 19) ADO DEL: 2195 (VERSION#00) PROJECT*: 02784.000/00019 PAGE: WALL ASSEMBLY DETAILS ARCHffECT-- STATE OF FLONDA EM ATE: 6 /13 /18 cALE: 1/4"=1'-0" SHE�ET� �� V V A3 WOOD 5HEATHING WOOD 5HEATHING WRB LAYER #1, 5TUCCOWRAP WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) $° THICK, 3 COAT CEMENT WRB LAYER 12, FORTIF15ER WRB LAYER 01, 5TUCCOWRAP WRB LAYER #2, FORTIF15ER WOOD SHEATHING r,'GAP TYP PLASTER BUILDING PAPER (OR (OR APPROVED EQUAL) BUILDING PAPER IX TRIM MEMBER 6 STUCCO CASING BEAD METAL LATH TO TRIM APPROVED EQUAL) WOOD SHEATHING (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP TO SIDING TRANSITION WRB LAYER 02, FORTIF15ER METAL LATH x WRB LAYER 12, FORTIF15ER METAL LATH (OR APPROVED EQUAL) SIDING BUILDING PAPER $" THICK, 3 COAT BUILDING PAPER (OR $" THICK, 3 GOAt CEMENt WRB LAYER #2, FORTIF15ER APPROVED EQUAL) PLASTER BUILDING PAPER (OR APPROVED EQUAL) CEMENT PLASTER WOOD SHEATHING �! VINYL (OR APPROVED EQUAL) (OR APPROVED EQUAL) -- 6 SELF -ADHERING METAL LATH FLASHING 3 COAT ANGLED GA51NG BEAD METAL LATH i ;. (EXPLODED $ THICK, (EXPLODED �" \ �; "• •••"•• < •^•:,,r DRIP CAP VIEW FOR CEMENT PLASTER 6 5ELF-ADHERING FLASHING VIEW FOR \ s CHICK, 3 COAT CLARITY) DRIP CAP CLARITY) CEMENT PLASTER 41 WINDOW FLANGE WINDOW FLANGE WRB LAYER #I, 5TUCCOWRAP WRB LAYER #1, 5TUCCOWRAP WRB LAYER 01, StUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD (OR APPROVED EQUAL) CASING BEAD WRB LAYER #2, FORTIFIBER BUILDING .X PAPER (OR APPROVED EQUAL) WRB LAYER 12, FORTIF15ER BUILDING (0" SELF ADHERING METAL LATH PAPER (OR APPROVED EQUAL) FLASHING OR PEEL 4 STICK 8" THICK, 3 COAT x METAL LATH SIDING TO STUCCO CEMENT PLASTER 8° THICK, 3 GOAT` CASING BEAD 6" SELF -ADHERING CEMENT PLA5TER \ - 14 scALE:NTS. cC�oss-BEcncN� FLA5HING� 6"SELF-ADHERING DRIP CAP FLA5HING WOOD SHEATHING WINDOW FLANGE — DRIP CAP CASING BEAD C WINDOW CASING BEAD WINDOW WINDOW FLANGE METAL LATH FRAME, NO BAND)FRAME, W BAND WRB LAYER #I, StUCCOWRAP WOOD SHEATHING 13A SCALE:NTB. 13B SCALE:NTS. (OR APPROVED EQUAL) APPLEGEND WRB LAYER #21 FORTIF15ER BUILDING I WRB LAYER #I, 5TUCCOWRAP DRAINAGE PLANE PAPER (OR APPROVED EQUAL) RIB LA ER �DORTIF15ER # "'' IWRB LAYER I, 5TUCCOWRAP $THICK, 3 COAT BUILDING PAPER OR APPROVED EQUAL) CEMENT PLA5TER �' (OR APPROVED EQUAL) 1 WRB LAYER #2 VINYL (OR APPROVED EQUAL) METAL LATH (FORTIF15ER BUILDING PAPER ANGLED CASING BEAD $" THICK, 3 GOAT CEMENT OR APPROVED EQUAL) (EXPLODED PLASTER METAL LATH X X X X VINYL (OR APPROVED EQUAL) , V W FOR CA5ING BEAD CLARITY) STUCCO WOOD SHEATHING ITT/ CASING BEAD C RAISED SELF-ADHESIVE FLASHING BAND FRAME 1 J SCALE: N1s. NOTE: METAL LATH: LATH TO BE PER FBC R103.11 / A5TM C-841-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIFICATION5) THICK, 3 COAT CEMENT PLASTER $" THICK, 3 GOAT CEMENT PLA5TER SEALANT CASING T METAL LATH SEALANT METAL LATH CASING BEAD TO WINDOW WRB LAYER #2, FORTIF15ER BUILDING WINDOW FRAME PAPER (OR APPROVED EQUAL) WOOD 5HEATHING WINDOW FRAME ,/ WRB LAYER #2, FORTIF15ER / — BUILDING PAPER DV (OR APPROVED EQUAL) WRB LAYER #1, 5TUCGOWRAP E-z BEAD VINYL (OR (OR APPROVED EQUAL) APPROVED EQUAL) CA51NG �i 6" WIDE PEEL 8 5TICK \ % ROD INCLUDED) UDED)PVC BACKER WINDOW FLANGE / OVER FLANGE i 2X FRAMING MEMBER E-Z BEAD VINYL AMING X WRB LAYER 01, 5TUCCOWRAP (OR APPROVED2X FR EQUAL) CASING LIJ (OR APPROVED EQUAL), BUILDING WRAP (W/%s" FLEXIBLE PVC BACKER ROD EBER WRAPPED AROUND FRAMING INCLUDED) MEMBER / *APPLY FULL BED OF 6" 5ELF ADHERING FLA5HING T - SEALANT BETWEEN WOOD SHEATHING FLANGE 4 BUILDING WRAP DETAIL EXPLODED FOR CLARITY UEZ BEAD WINDOW CASING 17 SCALE: N.T.S. A R C H I T E C T S Design Group -Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407 774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F w 00 a2 F w q� aq 2 A a 4 N M 7 W ro A co m E 8 N E s co L SUBDIV. 8e LOT: OAKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT#- 02784.006/00019 PAGE: WALL ASSEMBLY DETAILS ARCHITECT; STATE OF FLORIDA JUL 0 DA'°E: '"(?/29/18 89ALE: 1/4 =1 — U S*EET VU A4 JUL 10 WOOD SHEATHING WRB LAYER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER 6'5ELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE WRB LAYER #l, S (OR APPRO' WRB LAYER #2, FORTIFIB[ PAPER (OR APPRO' 71 T� s CEME 6" SEL WINI�vw CASING BEAD @ WINDOW FRAME, NO BAND WOOD CONSTRUCTION BEYONI WOOD SHEATHIN, WEATHER RESISTIVE BARRIER ' WEATHER RESISTIVE BARRIER: 5f6" X 1 Y4" LAP SIDING W/(o" REVEA (0" SELF -ADHERING FLASHIN, STARTER STRIP PER MANUFACTURER'S INSTALLATION INSTRUCTIONS DO NOT CAULK OR SEAL OPENIN GALV'D METAL °Z' FLASHIN STUCCO CASING BEA SIDING TO STUCCO BLOCK TO FRAME TRANSIT WOOD SHEATHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER *2 X 1 Y4" LAP SIDING W/6 REVEAL 6" SELF -ADHERING FLASHING STARTER STRIP PER MANUFr INSTALLATION INSTRUCTIONS DO NOT SEAL OPENING GALV'D METAL "Z' FLASHING E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/%$" FLEXIBLE PVC BACKER ROD) 6" SELF -ADHERING FLASHING 3/8" THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 )TUCCOWRAP > EQUAL) IG :ORTIPIBER R (OR JAL) :R WOOD SHEATHING WRB LATER 01, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH 8" THICK, 3 COAT CEMENT PLASTER WOOD SHEATHING WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) ANGLED CASING BEADMETAL LATH 6"SELF-ADHERING FLASHING (EXPLODED $° THICK, 3 COAT vIEW I=oR CEMENT PLASTER DRIP CAP = CLARITY) WINDOW FLANGE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD WRB LAYER #2, FORTIP15ER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH I" THICK, 3 COAT CEMENT PLASTER (0"SELF-ADHERING FLASHING DRIP CAP CASING BEAD @ WINDOW WINDOW FLANGE FRAME, W BAND ° SELF -ADHERING FLASHING BATHER RESISTIVE BARRIER #1 BATHER RESISTIVE BARRIER #2 TARTER STRIP PER ANUFACTURER'S INSTALLATION 15TRUCTION5 SELF -ADHERING FLASHING IALV'D METAL "Z' FLASHING )0 NOT CAULK OR SEAL OPENING IALV'D METAL "Z" FLASHING STUCCO CASING BEAD WOOD CONSTRUCTION BEYOND 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 TO LAP 6' MIN. ABOVE TOP OF "Z" FLASHING WEATHER RESISTIVE BARRIER #1 WEATHER RESISTIVE BARRIER #2 GALV'D METAL 7' FLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER 11 TO LAP 6' MIN. ABOVE TOP OF "Z" FLASHING 6" SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER #1 E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Y' FLEXIBLE PVC BACKER ROD ) WEATHER RESISTIVE BARRIER 12 SIDING TO STUCCO FRAME TO FRAME TRANSITION LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) METAL LATH X X X X STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING NOTE - METAL LATH: LATH TO BE PER FBC R103.1.1 / ASTM C-041-09, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) SEALANT WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP GAP TYP CASING BEAD TO WINDOW 1X TRIM MEMBER 6 STUCCO TO SIDING TRANSITION SIDING—i Y: GAP TYP CASING BEAD TO TRIM $" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING �WRB LAYER #I, STUCCOWRAP WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) (OR APPROVED EQUAL) CASING BEAD 6" SELF ADHERING FLASHING OR PEEL 4 STICK SIDING TO STUCCO CASING BEAD 14 SALE: KrS. WOOD SHEATHING METAL LATH WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) ANGLED CASING BEAD 8" THICK, 3 COAT CEMENT PLASTER VINYL (OR APPROVED EQUAL) CASING BEAD WOOD SHEATHING WRB LAYER #1, STUCCOWRAP oi x (OR APPROVED EQUAL) WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH $° THICK, 3 COAT CEMENT (EXPLODED PLASTER vlEw I=oR CLARITY) CASING BEAD @ RAISED BAND FRAME 15 SGALE: N.iS. METAL LATH /SEALANT WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) WOOD SHEATHING WINDOW FRAME WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL) 6" WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL AM (OR APPROVED EQUAL) CASING 2X MEMP (W/%8" FLEXIBLE PVC BACKER ROD INCLUDED) *APPLY FULL BED OF SEALANT BETWEEN FLANGE 8 BUILDING WRAP qDLZKJ�EAD WINDOW CASING s' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) E-Z BEAD VINYL (OR APPROVED EQUAL) CASING (W/Ys' FLEXIBLE PVC BACKER ROD INCLUDED) WRB LAYER #1, STUCCOWRAP (OR APPROVED EQUAL), WRAPPED AROUND FRAMING MEMBER / 6' SELF ADHERING FLASHING WOOD SHEATHING DETAIL EXPLODED FOR CLARITY A R C H I T E C T S Design Gr o u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdesigngro u p. com AA #: 0003325 IL o��0000 E E 'C cv SUBDIV. 8a LOT: 0 AKLAND LAKE (LOT 19) MODEL: 2195 (VERSION#00) PROJECT-0- 02784.000/00019 PAGE: WALL ASSEMBLY DETAILS AR CT' STATE OF FLORIDA ji/N i DATE: 6/13/18 SCALE: 1/4"=1'-0" SHE�E��T� VV A T CUT HOU5EWRAP AT 450 ANGLE MODIFIED "I" CUT IN HOU5EWRAP LINE OF WINDOW OPENING APPROVED HOU5EWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 1 U WALE: KT.S. (FRAME) APPLY OSI H2U (OR EQUAL) SEALANT • WINDOW/CMU JOINT. FLUID APPLIED FLASHING (LANCO WHITE -SEAL RC-865 OR EQUAL). SLOPE SILL TO EXTERIOR WALL FLASHING INSTAI DETAIL (MASONRY 1 UH SCALE: NTB. TION�. i TEMPORARILY FOLD -UP it SECURE HOU5EWRAP (0 "' "P UNDER) at HEA FOLD HOU5EWRA IN AT JAMBS 4 51L SLOPE SILL R.O. T EXTERIO' INSTALL 6" 5ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAM55 EXTEND FLASHING MIN 1" BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN ALIGN FLEXIBLE SELF -ADHERING 45HING W1 INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) STEP 2 INSTALL SELF -ADHERING FLEXIBLE FLASHING AS THE FLASHING AT THE SILL NOTE: 1. IT 15 THE CONTACTORS RE5PON5I5ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. (0" 5ELF-ADHERING r OVER VINYL HEAD IG (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING 1" MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP APPLY %" NOM. CONTINUOUS BEAD OF SEALANT AT JAMBS AND HEAD or APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W1 PRE -PUNCHED HOLES OR SLOTS. SUPER STRETCH BUTYL FLASHING STEP 3 L—g" VERT. END DAMS REQ'D. AT EACH END OF SILL 0 1 rir MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK J5EWRAP DOWN 4 DIAGONAL CUT 4 HEAD OF WINDOW MIN. TEXTURED EMENTITIOU5 COATING VER BLOCK STEP 4 INSTALL A SILL DAM OVER THE BUILDING WRAP AT THE BACK OR THE SILL AND THEN INSTALL THE SELF -ADHERING STRETCHABLE FLASHING 4 APPLY SEALANT AT ENDS OF SILL DAM 1 INSTALL WINDOW PLL LEVEL AND SQUARE f MANUFACTURERS WRI1 IN5TRUCTI APPLY MEMBRANE FLASHING OVER JOINT INSTALL (o" WIDE ADHESIVE BACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL OR APPROVED EQUAL) B" MIN. TEXTURED CEMENTITIOUS COATING OVER FRAME 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN STUCCO OVER BLOCK STUCCO OVER BLOCK STUCCO OVER FRAME SPECIFICATIONS 4 WARRANTY (MIN. THICKNESS a") (MIN. THICKNESS e") (MIN. THICKNESS e") REQUIREMENTS. SIDING LOOK ORLANDO/TAMPA ORLANDO/TAMPA WARNING: SEALANTS AND SELF ADHERED S. FLORIDA S. FLORIDA S. FLORIDA FLASHING MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT MINIMUM STUCCO THICKNESS 19 STEP 5 MIN. TEXTURED EMENTITIOU5 COATING VER FRAME STUCCO OVER FRAME (MIN. THICKNESS e") SIDING LOOK S. FLORIDA A R C H IT E C T S yDesign I DUlslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �IIII'lllll ��om0v�vvom� E 8 N E 'r 'C SVBDIV. 8e LOT: OAKLAND LAKE (LOT 19) MO DEL- 2195 (VERSION#00) PROJECT#: 02784.000/00019 PAGE: WALL ASSEMBLY DETAILS ARCHITECT: (STATE OF FLORIDA J(N 1 TE: 6/13/18 I )SCALE: 1/4"=1'-0" SHE�E��T� VU A5