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HomeMy WebLinkAboutTRUSS PLAN & CONSTRUCTION PLANSA R C H I T E C T S CONNECTOR SCHEDULE SIMPSON USP ES. UPLIFT GRAVITY DES. UPLIFT', GRAVITY FASTENER (T) 106 x 1 1/2' I -PLY, (6) ad 2-P_Y, (U5P: (10) I0a X I IC' - NO 16d OPTION) A-16 1450 HTA 16-18 1400 1986 (I0J 10d x i I/2" I -PLY, (U5P: (Im) IIDd x I IR') META-I6 (2) LTA 16-IB 2500 1500 N4) Ibd 2-PLY (U5P: NO 166 CPTION) rHI (9) 10d x 1 1/2' I -PLY, (B) 16d 2-PLY USP: III IOd x I In, NO 16d OPTION 1810 HTA I6 1615 (S) 10d x 1 1/2' -PLY, (a) 16d 2-PLY U6P: (10) I0d x IR', NC ;6d OPTION A-20 1810 HTA20 1615 (10) Imd x I I/2" I -PLY U5P: (10) Imd x I IR' (12> Ibd 2-PLY (USP: NO Ibd OPTION) ME (2) HTA-20 3110 4500 Z (1) - 1/4" x 2 1/4'TITEN, 2 PLY (USP: BLK (a) II WE, WOOD (I6) 10d LGi-2 2150 L'JG?-2 i915 O U1 DETAL-20 2480 NO USE CONVERSION FOR 51MPSON OETAL-20 (15) - 10d x 1 1/2, 1 PLY Q (1) 5/8" A.TR N HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USE: (28) IOd TO WOOD) MGT 3965 MIIGT 4000 (2) A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (8) 106) HGT-0 10950 HUGT-2 9365 3/4` 9365 1 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN_ 12` EMBEDI, (16) 1Od TC WOOD (U6P: WOOD (B) IOd) HGT-3 10530 HIY T-3 (12) 5D5 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (U6P: GONG. (4J S/B' X 5' WEDGE BOLT, LL.IOOD (12) W025) LGT9-5D52.5 3285 LUGT-3 5330 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA 1555 (10) IOd x 1-1/2' (151: (I0) Imd x I IR` WALL VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (L 5/5' ATR. IN HIGH STRENGTH EPDXY MIN. 12' EMBED), (16 )-SDS I/4'x3" TO WOOD (2) 5/B" ATR, IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (32)-6D5 1/4'X3" / 2 PLY (2i VGT 1195 1 NO U6P CONVERSION FOR SIMPSON (2) VGT) 7­7-HTB-I6 <I4) I0d x I/2" IUBP: (14) Imd x +/2", (14) 10d1 M76-12 100m HTW 12 B95 1160 HTW I6 1660 06) 10d x 1 1/2' (USP: (16> I0d x 1/2" (16) 10d) (24) Imd x I I!2' (U6P, (24110d x VR', (20) 10d) HTS-20 1450 HTW 20 2045 HT644 1450 HTW 24 2045 (24) 10d x I IR' (USP (24) IOC x 1 1/2', (20) 10d) LISTA-12 925 L5TA 12 9T0 00) 106 _ USE: (10) Imd L674-18 + 1235 L57A 19 ' 1360 04) 10d U6P: (14) Ima META-IB + 1315 M67A-I5 1315 (14) 10d USP, CH)I0d )MSTA-24 ++ 1640 META-24 1"150 (1B) 10d USP: (18) Imd _ _- N a- MSTA-30 „ 2050 .MBTA-30 2140 (22) 10d USP: (22) led Q MSTA-36 + 2050 M5TA-36 252-0 (26)IOd USE: (26) ''01 — NET1-36 3800 K6Ti 236 3050 (36) 10d x IR" USE:(36) 10d x IR' MSTI-48 5065 KT31 245 4250 (45) 1Od x 1 1/2" J5 (48) 10d x . (B) ad TO PLATES, (a) 8d TO STUDS N6P: O1 ) ad x I/2 , n6) Ed) ITS 950 LET 6 IB95 SET 4 945 (6) 1Od x 1 1/2- TO STUDS U5P (6) IOd x 1 I2 TO 6TUDS 6P4 885 (4) ad 1/2 TO BEAM, (4) ad x 1 I/2" TO POST. USP (4) 8d x 1 1/1 TO BEAM, (4J 8d x IR' TO POST. A34 SSE 34 x I IR' USP, (10) 1Od x 11/2' TO TRUSS, (10) IOd X I la TO PLATE HCP2 645 2 02) I0d x jlHC_ (18) IIDd x 1 I/F' USP: (9) 1Od x 1 IC' TO TRU55,(5) Imd X 11/2' TO PLATE HIOA 1340 16A T1.10 '4",G TO WOOD (10)-SDS 1/4 2 1/2' W/ THREADED ROD (2) NL B/WA6HER/2 PLY GT 1 HDU4 4565 D 4A UEP: 5/B ATR MINI EMBED SET IN H GH SRENGTH EPDXY (I0) WSW WOOD SCREWS I/4'x9' TO WOOD, (3) 9/4' STUD SOLT5 W/ TH-a U ED ROD (2) NJT5/WASH=R/2PLY VGT < HDTB 4940 'DX 10 U5P: T/8 ATR MIN l' EMBED SET IN HIGH STRENGTH EPDX", (4+ l/8 THRU BONS (]15/8' AT.R IN HIGH STRENGTH EPDXY (MN T EMBEDS IN IN GONG, (12) Ibd TO -WOOD USE: SAME 45 SIMPSON ABU 44 2200 6665 PAU 44 2536 6116 _ 2535 13815 ( 15/5" ATR :N HIGH STRENGTH EPDXY(MIN. T EMBED) IN CONC,. 02)16d TO WOOD USP: SAME AS SIMPSON ABU 66 1300 12000 PAU 66 el) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN T EMBED) N CONO, 8)'Od TO WOOD USP: SAME A5 SIMPSON 0 LT119 ++ 134m LT519 1205 2' 11) 1/2" ATR IN HIGH 5TRENGTH EPDX (MIN_ T' EMBED) IN CONC_ (0)10d TO WOOD 0 LTT20e ++- 1500 LT6 205 1105 U5P: 3/4' A_R MIN _T EMBED BET IN HIGH STRENGTH EPDXY (0) IOd 00) 100 x I Z (U 5/8' AT.R, IN HIGH STRENGTH EPDXY (MN, T EMBED) IN CONG, (a) 6D 10 x 1 1/2' (U6P: (2m) 16d x 2-1/2.1 U ETT4 4455 HTT45 4465 UBP HAS MORE NAIL OPTIONS. (20)'Od (20) 10d x 1-1/2 (2OJ 1I x 2 1/2 Z lV 5/8' A.TR. IN HIGH STRENGTH EPDXY (MIN_ T EMBED) IN CONC., l26) Ibo X 2 1/2 (U6P: (20)160 X 2 1/2') Q HTTS 5090 HTT45 5430 -I USE PAS MORE NAIL OPTIONS: (25110d f2W Imd x I R, <2m Rd x 2 v[ UPHD 12090 IN T A.TR. IN HIGH STRENGTH EPDXY, (MIN 10' EMBED,) IN CONC, 44) SOB 4' x 2)h' WOOD &CREWS NAP: C41 W63 WOOD SCREWS) HH _eD5 2a. 1 e (1)1/8' AB IN HIGH STRENGTH EPDXY, (MINI- EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (L5F: !4) 7/8' BOLTS) HDTB &645 TDX 10 6110 8 (U 3/4' IN HIGH STRENGTH EPDXY, (MIN 6 T5 EMBEDMENT) IN D.H.U. TOP, (U 3/4' q.T.R I1) uIGH STRENGTH EPDXY, (MIN. EMBEDMENT) IN FACE . TO BEAM ATE, IN NGT NFM35X12U 3165 1130 4' FR E OF CIA W/ MINIMUM b: EMBED. (NOT LESS THAN 4 FROM EDGE OF USE: (U IR' J-B EC. W/ 3/4'INSTALLED MBHA 3.56/II]5 3415 5330 DEPTH IN TH REDHEAD DYNA BOLT SLEEVE ANCHOR OR EC,W/ MIN, 5' EMBED EPT4 INSTALLED IN THE FACE. RAMS AC (n a � W 2660 (FLR) HU84121F 3060 2530 (FLR) (Im) 16d TO HEADER, 00) Ibd TO WOOD U6P. SAME A6 SIMPSON 3265 (ROOF) 3225 (ROOF) CD HUSC412 (WOOD) 3635 Z : (0) Imd TO WOOD. F ANG-e) TO CMU (10) I0 d TO WOOD: NSP. 118J i/4" x 3' W83 $CREWS I (18) I/4 2 3/4 TITEN (9 PER L • NUC410 (CMU) IBIS 5085 HD410 IF 1905 31"IS TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD; (JSP: (0) 1/4' x 3' W53 6OREW5, <Im) 10d TO WOOD HUC210-2 (CMU) !VO 5me5 HD210-21F 1905 3115 05) 1/k x 2-3/4' (9 PER FLANGE) TO CMU (10) IOd TO WOOD: (I16P: (15) 1/4' x 3' W53 5CREU45, (10) IOd TO WOOD HJG21m-3 <CMU) 810 400m HD210-31F 1905 31T5 (0) 1/4 x 2 3"4 TEN SIMPSON LGl1M2&-2 SD•3 (4) 3,B x 4' TITEN HD ANCHORS (2 PER FLANCE)TO CMU, (4) I/4" X R 1/2" BDB 6GREW8 TO WOOD GUM26-2-SDS 149m 5595 NO USE CONvER610N FOR FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING- FOR SIMILAR EPDXY PRODUCTS OR USE -CIA ADHESIVE HIGH STRENGTH EPDXY : 51MPBON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORL' ANCHORING SYSTEMS. - WHERE ANCHOR EMBEDMENT 15 GREATER HAN'" DEED THE VERTICAL DELL IN MU. WALL MUS r FILLED SOLID w/ GROUT. A 23 % RErJ�TION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR TFS APPLICATON + !Od COMMON NAiL5 CAN BE SUBSTITUTED WITH OF x 11/2" SAILS IN CONJUNCTION WITH PRIOR TO INSTALLATION -- MINIMUM EMBEDMENT INTO -HE TOP OF A BONDBEAM UIL'_ BE 5', MINIMUM EMBEDMENT INTO -HE FOUNDATION s L_ BE T W H AT.R. • A-301 ALL THREAD ROD (SIZE PROTECTION TYPE, LENGTH, ETC . VARIES) OBECAUSE ONS AND COND''TI -I-AT CAY AFFECT CONNECTORS THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION OF THE WIDE VARIETY OF MATER'.A_5 LOCA 9 USED, WHEN US'NIS STAINLESS STEEL CONNECTORS, USE ETA'.NLEa5 STEEL FASTENERS_ WHEN USING ZMAX / L✓G GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-A153 USE OF EXPANSION ANCHORS WILL BEEVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEr APPROvq: FROM THE AR.-H-TECT'cNIG I�G EER OF RECORD PRIOR TO USE A'_L CONNECTOR VALUES BASED ON 51MPSON OD GONG R GTION CONNECTORS G-"Im l3' 'HIGH W1I*D-RE615TANT GOM1S. EI:C.ICN C-H� 9� D ANCHORINGe FASTENING 0Y5TFY5 FOR CONCRETE, MASONRY CATALOG' C-6A0 2012 F MINIMUM WALL REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 51-0' TO 81-0. UN.O. W-11 1/2' -'-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 1 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 FLR. TRUSS/BEAM MUST NOT BREAK 11-4" MIN. FROM 2ND. FLR. LINE WALL LEGEND 8'-8�... LOAD® NON-51I WALL PRE-ENGINEERED FLOOR TRUSS EXTEND SHEATHING TO BLOCK PROVIDE FLASHING 2x6 LEDGER SECURED UJ/ 1/4' x 6' LAG BOLT UJ/ 2' DIA. WAAS14ER 6 24' O.G. MAX (2x(o BLOCKING AS REQ'D) LSU-26 2x6 SUBFASGIA LU626 U1/ (4) 10d's TO LEDGER AND }' X 8 ? UJEDGE ANCHOR AT 24' O.G. INTO BOND BEAM OVERHANG DETAIL SCALE: 1/2' = 1'-0' LL LL LL LL LIT U lllLLL��LL�j-� LL LL LL LL LL LL LL LL LL LL N I�I 1 I �wl I �� 1 I I I I I I I I I I I I I I I I I I� � I I II 11 � LI I �I II II I II II I IIII 11 i 1 I I 11 I I II III It 11 II I II II II II It I I II 111 II II 11 II II II II II IIII II II II II 11 - II I II II II II I II II II I I Ii 11 1 1 II it 1 II II II II II II II III II II II II II IIII II II II II II II II I II II I III II II I � II II II 11 II, II i II II i l I II 1 II II II II II II � II II II II II 11 II II II II I II I II I I II �, II I i II II 1. II II II 11 II II II II 11 � II II I1 I1 11 1 II II II II II II II II II II II II II II TRUSSES TO DBL STUD W/ I II 1 1 II II I II MTS-12 i l 1 II (2) 11 II II II II II II II II II 1 I LaW.- FOE LgW. (2) 2X5 L6W. -_ — —_ - - —_ - - — - — - — - — FL3-------_-- =-- TRUSSES TO ---------- -_—DBLSTUD W/--=-_-_----- FL2 FL3-----_-_-�'-- (2) MTS-12-- FL2 FL3--_--- --TZ--�------_-----_---_--- _�-- �— _-_---_---_----- FL2 FL3=_-_-_-_-+ ---------------- FL2 FL3---_-_----_--- -----------_----- FL2 FL3-------- - - - — - — - — - — - - - - - - = —-------------- FL2 FL3E- L— FLI ---- J6 =��\Q III I I --------------- +�--------------- J4 = II ` _1 (2) META-Ib II � � S1ZCIETAJ6z-----�A------------h-- I 1 3 J2 J2 ■ — -iN _. -71 cq TRUSS IPL N FIRST FL R SCALE: 1/4 = 1'-0' LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 E 8 m E 0 `c SLTBDIV. & LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: TRUSS PLAN FIRST FLOOR SI DATE: 6 /12 /18 SC ALE: 1 /4"=1' — O" SHEET 6 or 9 A R C H IT E C T S CONNECTOR SCHEDULE �-- .-- - SIMPSON USP DES. UPLIFT I GRAVITYF�2)HTA . UPLI GRAVITY FASTENER (V 10d /2-PLY, (6) 16d 2-PLY, 'USE: (10) Imd X I/2" - NO '6 P 'ON) META-I6 1450 1400 1986 (10) 10d 1 ➢' I -PLY, NSP: (10) ICA 11/2') <2) META-16 -16 250mIwobd R PLY 'U5P. NO 16d OPTION)Od J2 -PL", (e) 16d 2-PLYUS , (0) 10d x 'R'NO lad OPTION HETA-16 1810 (9) IOd 1 1/2 I -FLY (8) 166 2-PLY USP: (10 10n x' I12, NO '16d OP ION2035_ HETA-20 1510 1615 (10) Imd 112' I-P.Y USP" (10' Imd z 1 /2' (2) HETA-20 3110 2500 ('JS-: NO Ibd OPTION) (12) Ibd 2-PLY _ (1) - 4/4" x 2 1/4' TITEN, 2 F-T (USP: BLK (5) 1/4. W5, WOOD (I6) IOd OLGT-2 2160 LUGT-2 1915 U1 DETAL-20 2480 NO USP CONVERSION FOR 5'MP50N DEAL-20 (16) - 106 x 1 irz, I PLY 4000 (U 51 A.T , IN HIGH STRENGTH EPDXY (MIN 12' EMBED) (22) IOd TO WOOD (cSP= (25) 106 TO WOOD MGT • 396E MUGT (a) 106) HGT-2 Im980 HUGT-2 936E (2) 3/4' A.TR, IN HIGH 5TRENGTH EPDXY (MIN. 12' EMBED), lib) 10d TO WOOD (USP: WOOD _ HUGT-3 9365 (2) 3/4' ATR, IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) IOd TO WOOD NSP: WOOD (a) 10P) HGT-3 10530 (ID 6D0 I/4'x2 /2- TO GIRDER, (4) 3/e' x 5' ^TEN HE TO WALL NSP, GONG l4l 3/8' x 5' WEDGE BOLT, WOOD (12) W59P LGT3-6D82.5 928E LUST-3 5330 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO LPTA E+55 (!0) 10d x -I/2" NbP: (10) 10d x IG' WALL VGT III5/8' 47R. IN HIGH STRENGTH EPDXY /MIN. 12" EMBEDI, (16>-eD6 I/4'x3" TO WOOD VGT 4940 NO USE CONVERSION FOR SIMPSON (21 VGT 11S5 NO USP CONVERSION FOR BI11501 (2) VGT l2) 5/V A.T.R IN HIGH 6TRENGTH EPDXY (MIN. 12' EMBED), (32)-SD5 Il4'X3' / 2 PLY (14) !Od x I I/2' (ISP: (14) 10d x 11�', (14) 101 MT6-12 1000 MTW 12 1595 (16) 10d x 1 1/T NSP: 116i 10d x I/2', (16) 10d) HTS-16 1150 HTW 16 1660 (24) IOC x 1 1/2' (USP (24) 10d x I/2', (20) 101 HTS-2O 1450 HTW 20 2045 HT6-24 1450 HTW 24 2045 - (24, 106 x 1 1/2" fUSP= (24) 10d x :/2', (20) 106) _5TA-12 • 925 LSTA 12 9TO 00) 106 USP, (10) ICE L6TA-15 • 1235 L57A 15 1960 (14) 10d G6P: (14J Imd META-IB •� 131E MSTA-I8 1315 (14) 10d 05P: (14)101 MSTA-24 r 1640 META-24 1750 f16J 10d USP: 05)10d - N a_ I'T6TA-30 •« 2050 META-30 2140 (22) 106 USP. (22) IOd _ Q MSTA-36 • 2050 MSTA-36 2525 (26)10d G6P: <26)10d H MSTI-36 3800 KSTi 236 30So (96) 106 x i/2' JBP. <36) 10d x I/2' (n M9TI-48 506E KT61 246 4250 (40) 10d x 1/2" USE, (48) Imd z Irz' (6) 8d TO PLATES, (5) Sb TO STUDS (U5P- (16) ad x 11/2, (I6) ad) H6 Sao LETA 6 1595 6PT 4 945 IS) 10d x 1 1/2' TO STUDS USA, (6) 10d x 1 1/2' TO ETUDE BP4 BB5 (4) 8d x 1 1/2- TO BEAM, (4) 9d x 1 1/2' TO POST. JBP: (4) 56 x I I/2' TO BEAM, (4) 6d x I la TO POET, A34 395 MP 34 410 X 112 TO PLATE Al 646 HASP 2 10TO (121 I0d x 4.TIES (10) TOP x 1/2' TO TRJS6, NO) 101 (15) IOd x 1 1/2" U&fY (5) 1Od x 1 112" TO TRUSS, (0) 100 X 11/2i0 PLATE HIOA 1340 RT 16A 2150 (16 )-SD5 1/4'x3' TO WOOD, (10)-SDS /Wx2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY VGT 4 HDU4 4565 PHD 44 4535 U5P: 5/6- ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS (16)-SDS I/4'x_` TO WOOD, (3)-3/4" STUD BOL75 W/ THREADED ROD, (2) NU75/W46HERRPLY vGT < HD13 4940 TOx 10 6110 JSP, 1/V AIR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY 14) 1/8' THRU-BOLTS @TT6 (V 5/5 ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED.) IN GONG ( 116d TO WOOD LOP: SAME AS EMISSION ABU 44 2200 6665 PAU 44 2535 ID815 (U 5/8 ATR IN HIGH 6'RENGTH EPDXY (MIN 1" EMBED) N GONG (E)16d TO WOOD U51: SAME AS SIMPSON ABU 66 230m 12000 EAU66 2535 (U 3/4 ATR. IN HIGH STRENGTH EPDXY (MIN 1' EMBED.) IN DONC (STOP TO WOOD U5P: SAME A5 SIMPSON LTTI9 • 1940 LT519 1205 (I) IR' ATR, IN HIGH STRENGTH EPDXY, (MIN, T" EMBED) IN CONS, (IO)IOd TO WOOD Q LTT20B ••• 1500 L15 20B 110E U5P= 3/4' AIR MIN T' EMBED SET IN HIGH STRENGTH EPDXY <10) Imd <10) 10d x 112' 2-1/2' 0) 5/6' A.TR iN HIGH STRENGTH EPDXY (MIN, Y EMBED,) IN CONS.. (IS) 5D1m x 1 1/T (Il5P: (lm) 16d X LI/29 (� HTT4 4455 HTT45 4465 USP HAS MORE NAIL OPTION& (20) 101 (20) 10d x IHI ', (2m) 166 x 2 42' (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,/ IN CONC, (26) 16d X 2 IQ' (USA (20) 16d X 2-I/20 Q H115 5090 HTT45 5430 U5P HAS MORE NAIL OPTIONS (28) 10d (25) 1I x -I(1 (2O) 16d x 2 1/2" - a 4 Y, .'N4 1 C0 SCREWS fU5P: (24) W53 WOOD 6CREL5) HHDOII-5D5 25« H07B MBHA 356/IL25 11,810 114!E 3415 5330 WH., II TCX 10 NFM35X12U T. _ 5110 3165 'IB0 11 (1) 1/8 AB IN HIGH STRENGTH EPDXY, (MIN 7-EMBED.) IN SONG, (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 7/5' BOLTS' SIMPSON (I) 3/4' A: R IN HIGH STRENGTH EPDXY, (MIN, 675 EMBEDMEN,) IN OM,W TOP, (U 3/4' ATR IN HIGH 5TRENGTI. EPDXY, (MIN. 615 EMBEDMENT) IN CMU, FACE, (15)106 TO BEAM U5P: (1) 1/2 J BOLT W/ MINIMUM b EMBED 4 NOT _EE55 THAN 4- FROM EDGE OF CONS W/ 3/4' D;A ITW RAMSET/REDHEAD DTNA BOLT SLEEVE ANCHOR OR BA W/ MIN. 5" EMBED DEPTH INSTALLED IN THE PACE, '141 9 412 (WOOD) HU C 363E 2660 (FLR) HU54 2 IF 3060 L {530 (FLR> (10) 16d TO HEADER (10) Ibd TC 'W'OOD USP: SAME AS SIMF50N' 326E (ROOF) - - ?225 (BOLT) HUG410 (CMU) IBIS 608E HD410 IF 190E 3M5 HD210-21F 1905 SITS HD210-31F 190E 511E NO USE CCJVEII ICN FOR 61MI60N WtlM26-2-SDS Na) 1/4' x 2-3/4' TITEN (9 PER FLANGE) 10 CMN (10) 10d TO WOOD: (PBP: (IB)/a' x 3' W63 SCREWS, (10) 10d TO WOOD. HUC21O-2 (GMU) HU0210-3 (OIYX LGUM264-5DS 1810 IBIS 1 ASS SOBS 4000 5595 (ib) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO GMU, !10) 10d TO WOOD: NSP, (IB) I/4" x 9" W53 SCREWS, (10) 10d TO WOOD (IB> 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USE: (16) 1/4"' x 3' USE SCREWS, (10) 10d TO WOOD (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO GMU, (4) 1/4' X 2 1/2" 51 SCREWS TO WOOD HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEEF OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE ANCHORING SYSTEM& « WHERE ANCHOR EMBEDMENT IB GREATER THAN 1' DEEP, THE VERTICAL CELL IN OM.U, WALL MUST BE FILLED 501 1D L/ GROUT, - 10d COMMON NAII6 CAN BE SUBSTITUTED W-H 1OF x 1 U2' NAILS IN CONJtlNOTIDx1 WITH A 23% REDUCTION IN THE ALLOWAB-E LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IB REQUIRED FOR THI5 APPLICATION PRIOR TO INSTALLATION, .. MINIMUM EMBEDMENT INTO THE TOP LP A BONOBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL FEE 1' (n w f— A'R. = A-301 A.L THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE GF -HE WIDE VARIETY OF MATERIALS, LOC4TION5, AND CONDITIONS THAT MAl AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED, WHEN J51NC STAINLESS STEEL CONNECTORS USE STAINLESS STEEL FASTENERS. WHEN U NG ZMAX I HDG GALVANIZED CONNECTORS USE FASTENERS GALVANIZED PER A5TF1 A153 USE OP EXPANSION ANCHORS WILL BE EVALUATED ON AN IND'VIDUAL BASIS AND MUST aAdE WRITTEN APPI / FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE, ALL CONNECTOR VALLEB BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C 2d 5' . 'F -H WING-RE515 ANT CONSTRUCTION C-HWOS AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG G.SAS_2OI2. - NAIL (3) 12ci B 11 O-C. TYP 2x122x12 BM�HDR. ® ENTRY MINIMUM RMECER TEQUIREN S MAXIMUM HEADER SPAN (FO UP TO G- I-0' TO 0'-0. UN.O. 4'-II 1/2' 1'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I 2 3 AT EACH END OF HEADER 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 FLR. TRUSS/BEAM MUST NOT BREAK 1'-4" MIN. FROM 2ND. FLR. LINE c 8 J2 J4 J& JS JS JS JS JS JS JS JS JS J6 J4 J2 DIAGONALS FOR BOTTOM DI,4GONAL5 FOR BOTTOM CHORD BR,4CING 6 20'-0" CHORD BRACING e 20'-0' O-C. MAX V O.G. MAX I TRUSS TO DBL 6 STUD / HTS-20 (2) 2X8 (2) 2X8 — — II it II � II II IIIII I III, II II {( II II Ir II II II I II II II II II -I II I I II II II I�R HTS.20 J I—ICI-1� It It 11 / II 11 - 11 II II 11 II II RIDCsE 11 11 ir% I 11 II It It II 11 II 11 II I�a�l II II � II II II II I I II I 11 u u n n u � II II II II II 11 II II II II (2) 2X - TRUSS TO 4X6 - POST W/ MGT 4 HDU4 POST TO CMU W/ HTT-4 W FA Kid —5 m JS III N _ _ N �- JS JS JS II II TRUSS TO 4X6 POST W/ MGT a HDU4 POST TO uNVlO tl II - — _ _ _; ; J81 CMU W/ HI 516s Ix4 5TM, CHORD 51RACING 12' - 7TF-7 _ =v 52Ca O.G. MAX., SECURED W/ (2)10d COMMON NAILS e EACH CHORD INTERSECTION (TYP.) u II (2) 2X8 11 (2) 2X81 11 n J2 Il//ell/% _ -- N n - --- -- - -- -- -------- TRUSS PLAN IR,00F IPA N SCALE: 1/4 = 1'-0' Design Group`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 INIIIIINI ,.eawm0mm.,, E 8 E 0 `m T SvsDIV. & LOT: OAKLAND LAKE (LOT #30) MODEL 2195 (VERSION#00) PROJECTI#: 02784.000/00030 PAGE: TRUSS PLAN ROOF PLAN ARCHITECT STATE OF FLORIDA DATE: 6 /12 /18 SCALE:1/4" V-0" SHEET 7 or 9 ELECTRICAL LEGEND 5YM50L DEFINITION NOTES IJ 110V DUPLEX ® RECEPTACLE IIOV FLOOR ® MOUNTED DUPLEX RECEPTACLE IIOV SWITCHED BOTTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED W/ GROUND FAULT NTERLB'TER (TAMPER RESISTANT CsFI RECEPTABLE ® 220V RECEPTACLE 4 WIRE CONNECTION IIOV DUPLEX EQUIPPED W/ GROUND FAULT V 1/Cxi—I RECEPTACLE ER (WEATHER PROOF) SWITCH 3-WAY SWITCH `✓4 4-WAY SWITCH LIGHT FIXTURE - WALL MOUNT y.� LIGHT FIXTURE - CEILING MOUNT LIGHT FIXTURE - RECESSED LIGHT FIXTURE - HANGING y LIGHT FIXTURE - CEILING MOUNT LED LIGHT FIXTURE - FULL CHAIN LIGHT FIXTURE- K KEYLESS \1,/ LIGHT FIXTURE - VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET _ LOW VOLTAGE PANEL © PANEL EWE METER SD SMOKE BATE, BACK-UP W/ HARDWIRE DETECTOR INTERCONNECTED CARBON MONOXIDE BATT, BACK-UP W/ HARDWIRE DETECTOR INTERCOCECTED CEILING BOX REQUIRED TO BE O J-BOX SUPPORTED IN ACCORDANCE W/ Box MARKED AS SUCH FOR INSPECTION FLOOD LIGHT DC DOOR CHIMES TV TELEV15ION JACK TELEPHONE JACK 4 GAS OUTLET TRANSFORMER BANK: 5OkVA VOLTAGE: 1620113200-2401490 V SERVICE: SINGLE PHASE TYPE: UNDERGROUND AVAILABLE INITIAL SYMMETRICAL FAULT CIRCUIT AT SECONDARY SIDE= (120/240 VOLTS) MAXIMUM FAULT CURRENT: 153w amps POWER COMPANY TRANSFORMER SERVICE BY OTHERS 200 A1 f= ELECTRICAL NEMA 3R e 200 AMP. SER 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 LOAD 25,132 NET TOTAL HEAT 10,450 TOTAL LOAD 35,582 CALCULATED LOAD FOR SERVICE 35,582 VA / 240 V= 148.26 200 AMP SERVICE (3) 01 THHN/TNILN COPPER CONDUCTORS, (1) • 6 THHN/THWN COPPER GROUND IN 2" CONDUIT. COMBO DISCONNECT AND METER CAN PHONE / DATA WEATHER PROOF BOX 200 AMP 120/240 VOLT 42 CIRCUITS MLO INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE 04 THIHN/TIHUIN COPPER CONNECTED TO CONCRETE ENCASED FOOTER STEEL AND COLD WATER PIPE. NOTE: IF PVC IS USED THERE 15 NO BOND/GROUND TO COLD WATER PIPE. CABLE / TV WEATHER PROOF BOX WP PATIO - - - —r--- i GREAT ROOM ' I CASUAL DINING o SD CHIMES T i RIDE.) GFI i �1 FOYER FLEX RM. I ��I �u i I I WP GFII i ENTRY- SCALE: 1/4 = 1'-0' -m. _ GFI SINK GFI a O w10-ILl I __ 00 GFI� KITCHEN TO SWITCH J� UPSTAIRS ICI _ II I •� _ _�l wH GFI e 44' APF. 1 ' 2-CAR GARAGE' GFI CLG. OUTLET LINE OF SECOND FLOOR ABOVE ----------------------- COACH LIGHT M--/WP GFI METER, VERIFY LOC. A R C H I T E C T S Design 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 �"IIII"'I L ommo0�mvv� CC G V 0 cc SLTHDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: ELECTRICAL PLAN FIRST FLOOR DATE: 6 /12 /18 ' SCAT :1/4"=1'-0"' SHEET U OF 9 A R C H I T E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 110V DUPLEX RECEPTACLE 1FLOOR ® MOUNTED DUPLEX RECEPTACLE 110V SWITCHED 50TTOM HALF SWITCHED DUPLEX RECEPTACLE 110V GFI DUPLEX EQUIPPED uu CA0120 FAULT �CsFI RECEPTACLE INTERUPTER (TAMPER nSISTANT TYPE) ® 220V RECEPTACLE 4 WIRE CONNECTION JA 110V DUPLEX EQUIPPED W/ 6ROIBND FAULT (Iwn� I RECEPTACLE NTER GATHER 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 - FULL CHAIN LIGHT FIXTURE- KEYLE55 K LIGHT FIXTURE- V.P. VAPOR PROOF �( LIGHT FIXTURE - PENDANT EXHAUST FAN MOTOR LIGHT STRIP LIGHT FIXTURE - FLUORESCENT LIGHT FIXTURE - UC UNDER CABINET — LOW VOLTAGE PANEL PANEL METER SMOKE 5ATT. BACK-UP W HARDIE WI SD DETECTOR INTERCONNECTED CARBON MONOXIDE GATT. BACKUP W/ HARDWIn DETECTOR INTERCONNECTED CEILING BOX FEQUIRED TO BE OJ.-BOX5UPFOR°WIND ACCORDANCE� INSPECTION FLOOD LIGHT DG DOOR CHIMES Ty TELEVISION JACK T TELEPHONE JACK 4 GAS OUTLET L------- I L _ — — — ROOF LINE BELOW I ELECTRICAL PLAN SECU"ND FLOOR 0 Design GroulTinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 nNi inn ��emwooaeo� SUBDIV. I OAKLAND(LOT #MODEL:219(VERSIONPROJECT#02'784.000PAGE: ELECTRPLA SECOND FLOOR ARCHITECT AL A.ABOUCHACRA NO 93723 DATE: 6 /12 /18 SCALE: 1/4"=1'—O" SHEET 0.1OF A It C H I T E C T S Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass _Type Method of Attachment Windows +32.37/42.6 +50/-60 DP Ply Gem sees 4712 Flange FL 14039.1 Non-Impadt # 10 Wood Screw wLh s^,Wnc Iang,n to acNe" 1-114'embecw4ft RSQUIred anchor, Head s11. Jamb (3) Mullions NIA +/-75 DP Ply Gem series 4700 Flange FL 15264.2 NIA uma w t dri nt lor,"' w ate., W,TM m. efriftdrrent WM a K nnirman edge d;Wa , Fixed Glass +29.65/38.8 +/-55 DP Ply Gem series 4701 Flange FL 14434.1 Non -lust * 10 Wood'cm-w4 %4 i,1�, itnsM to actkwe ,.,�4 �, ,�d�. Requ ors: tea, r3,..nb (a) Block Glass N/A N/A N/A N/A NIA NIA N/A Skylights N/A N/A N/A N/A N/A NIA N/A Sliding Glass Doors +28.74/-42.62 +/-50 DP Ply Gem Series 4780 FL 14634.2 Non-Impact�,g xa r au m a,= _ Ra��da bn ad�nlg,. �mDc� E mow. Swing Type Doors +30.64/-30. +67.0/-67.0 ThermaTru wwD-$—mslatftorom FL5891.5 N/A nwa.a=-$A�Emb" , T,^in "W 2, W C.»�°^ W 44~t"OWW-:«,E=TW"'W.kft French Doors N/A N/A N/A N/A N/A N/A N/A Garage Doom +25.91/-31. +36/-42 Clopay 16X7Model 73w6 FL16546.4 N/A ja^tin moon »w"14•x, ^ °„° •7aP �'°�. �of7,r•a I'00,A.I Hurricane Protection N/A +40/-40 o Eastern Metal Supply 24ga3 Steel Panels FL 11964.2 N/A 1/40 Tapeon Andrors. SG Tapcons or 1W X 314". All points Solid -set Anchors. Roof Ventilation N/A Roofing Material N /A N/A l ' Tamko NSA FL18355• 1 NlA 8 n6Ctt 3H E31in¢ia.. ypayttderd t/gR ta4lit,fj nab. !laic 51t8l4it5 5hoc#d ba ,7 Sa"a8a wYi And ITIn n bQ�d Of 3J!". Revised 07/22/2014 I have reviewed the above components or cladding and I have approved their use in wind loads and forces specified by current code provisions. Name: JAMES JOSEPH CANTWELL Signature: i Design Prof -.ARCHITECT Cert. No. AR001 A 7 These products provide adequate resistance to the Date: 06/26/18 seal i DesPric. n 10u p 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W O U a� F W q� aq A co F p\j q 0 N co <1• W tD i� N m E 8 N E i co sUSDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT: 02784.000/00030 PAGE: PRODUCT APPROVAL DATE: 6/29/18 SC ALE: 1/4"=1' — O" SHEET 0.1OF JUL 1 0 2010 A R C H I T E C T S Planning & Develol Building & Product Building permit # Owners Name Services Department Lions Division v Affidavit Product Model Number Ppening Design Product Rated Manufacturer Product Glass Type Method of Attachment Pressures Design Pressure Approval umber Windows Series 4700 +32.37142.62 +50/-60 DP Ply Gem FL 4039-R2 Non -impact One 3/16" ITW Tapcon with Single Hung Flange sufficient length to achieve 1 IW' 25-SH Egress minimum embedment. Required anchors: Head (2). Jamb (3) Each window. Windows Series 4700 32.37/42.62 +501-60 DP Ply Gem FL 4039-R2 Non -Impact One 3/16" ITW Tapcon with Single Hung Flange sufficient length to achieve 1 1/4" 35-SH minimum embedment. Required anchors: Head (2), Jamb (3) Each window. Windows Series 4700 32.37/42.62 +50/-60 DP Ply Gem FL 4039-R2 Non -Impact One 3/16" ITW Tapeon with Single Hung Flange sufficient length to achieve 1 1/4" 24SH minimum embedment. Required anchors: Head (2), Jamb (3) Each window. Mullions Series 4700 N/A +/- 75 DP Ply Gem FI 15264.2 NiA 3/16" ITW Tapeon screws of Flange sufficient length to achieve minimum embedment of 1 ``/4" into concrete/masonry substrate. Sliding Glass Doors Series 4700 +28.74142.62 +1-50 DP Ply Gem F1 14634.2 Non -Impact '1/4" Elco Tapcons of sufficient length to achieve a 2 Fi" minimum embedment. Required anchors: Head/Sill (6), Jamb 6 Each window. Swing Type Doors 310"x8'0" +30.64/-30.64 +67.0/-67.0 Therma Tru F 891-R5 NIA ITW Tapeon 1/", Min Embedment 1- Smooth Star 1/4", Min Clearance to edge 2", Min Fiberglass Clearance to adjacent anchor 4"; OR ELCO Tapcon 114", Min Embedment 1-1/4", Min Clearance to edge 1% Min Clearance to adjacent anchor 4. Anchor Spacing Max 18.5' Q.C. Garage Doors 160 Model '4-25.91/-31.39 +36/42 Clopay F1 16546.4 NiA Jamb to black on vertide jamb:'/"xl spacing of 71h" and 1" OD steel washer required. Door to jamb: 13 GA GALV. Steel flag 5116" X 1 518" lag screws and to track With (2) %" rivets. 2 1'A' X 12 GA GALV. Steel brackets attached to jamb with (1) 5116" X 1 5/8" LAG screw per track bracket. Hurricane Protection 24ga Steel N/A +40/40 Eastern. Metal FI, 11964.2 NIA 11/4" Tapcon Anchors, SG Tapcon, or Panels Supply 1/4" x %' All Points Solid -Set Anchors. Minimum embedment into concrete of 1 '/" Roof Ventilation 4' Standard N/A N/A 'Tamko FL i219.3 R3 NIA Apply roof cement to the underside, Off Ridge back and side flanges of the ridge Vent vent. Cement should be'/4" thick and extend 2" onto roof underlayment. Attached vent top and side flanges to deck with nails spaced 8" o.c. and 1 !" from each end. After fastening flange to deck, nail and adhere loosened shingles with flashing cement. Apply flashing cement to exposed nail heads and wherever flange edges meet shingles. Roofing Underlayment N/A N/A N/A Trinity ERD 15216-R2 NIA Field spacing max 12" O.C. Staggered overlaps attached 6" O.C. with corrosion resistant fasteners with 1" diameter plastic or metal cap nails. Roofing Asphalt N/A N/A N/A Tamko FL 8355-R3 NIA 6 nails per shingle. Standard type Shingles roofing nail, nail shanks should be 12 gauge wire and minimum head of 3/8". Nails should penetrate deck completely and extend at least 118" past. I have reviewed the above components or cladding and I have approved their use in this s wind leads and forces specified by current code provisions. ructure. These products provide adequate resistance to the Design Prof: Cert. No. Date: Desi n 1 ou I pnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407.774-4078 www.abdesigngroup.com AA #: 0003325 �IIII'I'lll ��0000m0o SUBDIV. 7LAKE OAKLAND(LOT # MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: PRODUCT APPROVAL ARCHITECT STATE OF FLORIDA r, ROLAND AR 6/12/18 4"=1' — 0" SHEET 1 9 (0 5 REBAR VERTICALLY W/ CONC. lU 5 MBAR VERTICALLY - POUND CELL (25' MN LAP) - - W/ CONC. POURED CELL R-4.1 NSUL. MIN. (25' MN LAP) R.4) NSUL, MN, TEXTURD CEMENTIOUS COATING TEXTURED CEMENTIOUS COATING Z w PER (ASTM cem (TYP.) Z PER (ASTM C926) (TYP) L ILZ Q _ 8' Cm E j e' cm c L 'V - - IR' GYP. WL. BD. r 1/2, GYP. WL. BD. 0 WOOD BASE WOOD BASE 3 1)2' CONC„ REIN. W/ 6'xb' WIAxWIA ULF OR FIBER" ESH OV 3 1/2' CONC, REIN: LLV 6'x6' 6-MIL POLY ETHYLENE VAPOR WAXWIA WWF OR FIBERMESH ON BARRIER OJ HELL -COMPACTED CLEAN TERMITE TREATED FILL V�(2) 6-MIL POLY ETHYLENE VAPOR ° BARRIER ON WELL -COMPACTED CLEAN CESS TERMITE TREATED FILL 4 5 5 4 REBAR ON CHAIRS 1 1/2, RECESS (3) 5 MBAR ONj CHAIRS 1-STORY FOOTING � W/ BLOCK WALL 1 ALE: Vt'•I'-0' E BT. PLATE TO �(1)10d MASONRY • 32' OC. (MAX) 0 3 1/2' CONC, RERF. W/ b•x6' WIAXWIA WWF OR ? W FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR `^ 4' 8' 4' BARRIER ON WELL -COMPACTED CLEAN 1'-4• TERMITE TREATED FILL (2) 5 REBAR ON C 4AIRO 1-STORY FOOTING 5 AT L.B.W. W NO- UPLIFT - SC&E, 1n'•r-o' (1) 5 VERT. DOWEL LAPPED W/ BOND BEAM (1)'S MBAR AT COR-MRS W/ 25' LAP MIN. TYP. REBAR LAP @AATTLI�NTEL.r00RNERS 2-STORY FOOTING 2 WZ BLOCK WALL C : IR •I-0' S MANUF. PRODUCT C 2 REQUIRED SIZE Ar RECESS FOR Sao.' FINISH FLOOR ea 11 SLAB AT S.G.D. SCALE, I'•I'-0' -TIE VERTICAL REBAR TO HORIZATIONAL REBAR W/ 10' NOOK FGROUTED BOND BEAM I �, VARIES PER EW j° as IH3CLEANOUT REQUIRED FOR INSPECTION TIE VERTICAL REBAR TO HORIZATIONAL �.a REBAR W/ 10' HOOK HORIZONTAL/ VERTICAL REINFORCING PAVERS (0 5 REBAR VERTICALLY W/ CONC. POURED CELL ENDS 16' O.C. MAX 5 1/2' • HEAD or GARAGE (25' MN LAP) (1) 5 MBAR VERTICALLY W/ CONC. POURED CELL (25' MN LAP) VARIES WITH SLOPE Z d w 9' CMU _ SECURE BT. PLATE TO SLAB W/ J'x8' ANCHOR BOLT W/ 2' rl z Y d 8• CMU Z WASHER SET IN SIMPSON HIGH 13 _ Q w L STRENGTH EPDXY 6' EMBED. 0 - CURB HEIGHT VARIES N iq 0 CURB HEIGHT VARIES w r m �Z L w 3 1/2' CCNC, REIN. W/ 6'x6' ". WIAxWA WWF OR FIBERMESN ON ` 3 IF!' CONC, REIN. W/ 6'x6' > z 6-MIL POLY ETHYLENE VAPOR = 1111444A WWF OR FIBER IESH L °, BARRIER ON WELL -COMPACTED g° 4" 4' _ ON 6-MIL POLY ETHYLENE ro a 3 12' COiG, REn`F. Wb' / 6'x CLEAN TERMITE TREATED FILL VAPOR BARRIER ON RIE - W L4xWl,4 WWF OR FIBEIRMESH (2) 5 REBAR ON CHAIRS WELL -COMPACTED CLEAN TERMITE TREATED FILL ON 6-MIL POLY ETHYLENE I, 4' 4' 4' VAPOR BARRIER ON (2) 5 REBAR ON CHAIRS CLEAN 0WELL-C41MPACTEP , 4 5 5 41 TERMITE TREATED F LL (3) 5 MBAR ON CHAIRS GARAGE STEP-UP %� 1-STORY L.B.W. ALL BEYOND 3/4' RECESS FOR GARAGE DOOR v 3 1/2' CONC, REIN. W/ 6'x6' WIAxWIA WIF OR FIBEIRMESH ON PAVER 6-MIL POLY ETHYLENE VAPOR BASE BARRIER ON DELL -COMPACTED e' 1'-0. CLEAN TERMITE TREATED FILL FOOTING BEYOND (0 5 REBAR ON CHAIRS EXTEND FOOTING UNDER PAVERS (_o_'�GARAGE DOOR FOOTING U 3cv.E:1r�•.r•o' Y L 1-STORY FOOTING AT GARAGE `t SCALE, lU 5 REBAR SET IN SIMPSON HIGH STRENGTH EPDXY 6' EMBED. MIN. 3 4WWF CONC, REIN Lf. W/ 4 WxWIA OR FIBERMESMIES H ON z a 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL TYP. RETROFIT FOR A OMITTED DOWELS SCALE: 1/1'•1'-0 2-STORY FOOTING �� AT GARAGE •-r ri A[ETrz •l m° WALL BEYOND i 3 1,2' CONC„ REIN. W/ 6'xb' WIAxWIA WLF OR FIBERMESH ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED w CLEAN TERMITE TREATED FILL z W RECESS FOR PAVERS (2)'S REBAR ON CHAIRS PAVER RECESS 9 ® ENTRY DOOR 5 MBAR • I -STORY 5 REBAR • 2-STORY SIDE REBAR TO BE B REBAR LAP AT FOOTING C E, /2'. -0' A R C H I T E C T S 11"l R. RVIYMLV RCNVVVY OLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-7744078 www.abdesigngroup.com AA #: 0003325 r � �nnmm ��emoomomom9 E 8 E O SUBDIV. 8o LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: FOUNDATION DETAILS DATE: 6/12/18 SCALE: 1/4"=1'-O" SHEET DI SHINGLES OR TILE (PER BLDR) REFER TO DETAIL I/D2 FOR GABLE _ X-BRACING REQUIREMENTS OVER 030 FELT PAPER (OR APPROVED EQUAL( RE -ENGINEERED INSTALLED PER SECTION R905 OF THE FBCR, GABLE ROOF TRUSS 6TH EDITION (2017) 2x4 BLOCKING BETWEEN TRUSSES OVER ROOF SHEATHING (TYPE AND ATTACHMENT A7 FIRST l2) BAYS METHOD PER 'NAILING SCHEDULE" (4'-0" O.G. a SHEATHING SEAMS) METAL DRIP EDGE--�i 2x6 SUB BAND TIFFBACK AT ALL UPRIGHTS VENTED ALUMINUM SOFFIT OVER 4'-10, HIGH 8" TEXTURED CEMENTITIOUS COATING MIN. (AS PER TRUSS ENGINEERING) (PER ASTM C926) OVER PAPERBACK ECURE P.T. 2x8 TO BLOCK w/y" x 9" EXPANDED METAL LATH, OVER APPROVED PER PLAN—` ANCHOR BOLT w/ 2' WASHER, SET IN 2-LAYER WATER RESISTANT BARRIER, OVER SIMP50N or USP HIGH STRENGTH EPO WALL SHEATHING (TYPE AND ATTACHMENT (6' MIN. EMBEDMENT m 32' O.C. MAX) METHOD PER "NAILING SCHEDULE') — SECURE GABLE TO 2x8 P.T. PLATE w/ 12d NAILS 1 8" O.C, MAX PLASTIC OR METAL WEEP SCREED ° TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM 0926) OVER CMU BLOCK WALL SECTION — GABLE ROOF SINGLE STORY SHINGLES OR TILE (PER BLDR) OVER 030 FELT PAPER (OR APPROVED EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, II EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') EMBEDDED STRAP (PER PLAN) METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) #' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C92(o) OVER CMU 8' CMU SCALE: 3/4': r-O' PLAN a L d t,� a .I A II Il, BLOCK WALL SECTION — HIP ROOF h 2 SINGLE STORY SCALE: 3/4'0-0' Ik 1" BATT INSULATION ADHERED TO CEILING n; 1 BOARD (R-VALUE PER ENERGY CALCS CONT. 2x4 RAT -RUN ATTACHED TO TRUSS w/ (2) 12d NAILS INSTALLED -@ MID -POINT OF TRUSS or 10'-0' O.C. MAX BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) s° GYPSUM BOARD OR HIGH 5TF CEILING BOARD CONC. FILLED U-BLOCK w/ (1) 05 CONTINUOUS REBAR PRE-ENGINEERED ROOF TRUSS BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) 8' GYPSUM BOARD OR z HIGH STRENGTH CEILING BOARD CONC. FILLED U-BLOCK W/ (1) 05 CONTINUOUS REBAR —PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R-VALUE PER ENERGY CALCS) -j" GYPSUM WALL BOARD {I) S REBAR VERTICALLY IN CONC. POURED CELL (LOCATION PER PLAN) 4" P.T. FURRING STRIPS a 16" O,C -WOOD BASE CONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) 8" GYPSUM BOARD OR �HIGH STRENGTH CEILING BOAD WOD CASING AT SIDE -AIR SEAL GASKET BET WOOL) CASING 4 GYP. BOARD (TYP) 8° CMU BLOCK ❑ P.T, Ix4 or 4"x4" MIN. ❑ (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'5 SPECIFICATIONS NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4" " DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+%4" or A4") DOOR JAMB TO BLOCK (A4" or A4") 8' CMU P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'5 SPECIFICATIONS) SCALE: 1'=1'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4" " DRYWALL Ix4 or Ix2 P.T. NAILER DOOR CASING WINDOW TO BLOCK (+1 %") DOOR JAMB TO BLOCK (+1 %") 8" CMU P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'5 SPECIFICATIONS) SCALE: IY'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4" 2° DRYWALL Ix4 or Ix2 P.T. NAILER " 055 (4" WIDE MIN.) WL DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or 16' 055) w/ 3' TAPCON MIN. I I' EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+1 N16") DOOR JAMB TO BLOCK (+1 1%6") 8" CMU P.T. 2x (SEE WINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'5 SPECIFICATIONS) SCALE: 1'4-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4' 2° DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4" WIDE MIN.) -DOOR CASING NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or 11, OSB) w/ r&' TAPCON MIN. 1 4° EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+2 %4") IN DOOR JAMB A i\ TO BLOCK (+2 %4") SCALE: 1'4-0' 8' CMU BLOCK ❑ NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4" " DRYWALL P.T. Ix4 or 4"x4' MIN. (SEE WINDOW/DOOR JAMB BLOCKING Ix4 Or Ix2 P.T. NAILER FASTENER SCHEDULE FOR ATTACHMENT DOOR CASING SECURE 2nd 2x TO STRUCTURAL OOR JAMB / WINDOW MEMBER w/ (2)12d NAILS 8" FROM (ATTACHED TO BLOCKING EACH END and m IS" O.C. MAX PER MFR'S SPECIFICATIONS) WINDOW TO BLOCK (+3") DOOR JAMB TO BLOCK (+3 ") C4 E WALE; SCALE: I'=r-0' 8" CMU BLOCK P.T. Ix4 or 4"x4' MIN. (SEE VNDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2)12d NAILS 8' FROM EACH END and 6 18' O.C. MAX NOTE: SHIM AS NEEDED TO PLUMB JAMB. ❑ DO NOT EXCEED 4" 2" DRYWALL IX or Ix2 P.T. NAILER Z' 05B (4" WIDE MIN.) DOOR CASING OOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or rb" 05B) w/ I" TAPCON MIN. 14" EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 t6") DOOR JAMB TO BLOCK (+3 i6") SCALE: 1'4-0' 101 8' CMU BLOCK P.T. Ix4 or 4"x4" MIN. (SEE wINDOW/DOOR JAMB BLOCKING FASTENER SCHEDULE FOR ATTACHMENT) SECURE 2nd 2x TO STRUCTURAL MEMBER w/ (2) 12d NAILS 8" FROM EACH END and e IS" O,C, MAX- NOTE: SHIM AS NEEDED TO PLUMB JAMB. DO NOT EXCEED 4" ' DRYWALL Ix4 or Ix2 P.T. NAILER P.T. Ix (4" WIDE MIN.) DOOR CASING DOOR JAMB / WINDOW (ATTACHED TO BLOCKING PER MFR'S SPECIFICATIONS) NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL MEMBER (Ix or 6" OSB) W/ 4" TAPCON MIN. 1 4" EMBEDMENT INTO BLOCK WINDOW TO BLOCK (+3 %6") DOOR JAMB TO BLOCK (+3 %6") SCALE: 1' 4-0' UPLIFT UP TO 1,115 lb SIMPSON HTS20 w/ (10)106 NAILS TO TRUSS 4 (4) 4"X2 4" TAPCON5 INTO BOND BEAM RE -ENGINEERED (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRU55 UPLIFT UP TO 2,350 lb ONTINUOUS BOND (2) SIMPSON HT520 EACH SIDE OF TRUSS w/ BEAM (10)10d NAILS TO TRUSS 4 (4) J'X2 4 TAPCONS INTO BOND BEAM (or EQUIVALENT INSTALLED PER MFR'5 SPECS TRUSS ANCHOR RETRO—FIT SCALE: N.T.S. TAPCONS MIN. 2' COVER 2" APART WINDOW/DOOR JAMB DRSCHEDUL KINGFASTENER E P.T. Ix4 or 4"x4" MIN: SECURE THRU FRAME INTO BLOCK w/ (U 6" TAPCON (MIN. EMBEDMENT 14") 6' FROM EACH END and 6 IS' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH END and a IS" OLC. MAX MIN, SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4" P.T. 2x4: SECURE TO BLOCK w/ (1) �(,' TAPCON (MIN. EMBEDMENT 1 4') 8" FROM EACH END and ID IS' O.C. MAX or (1) DRIVE PIN, 8' FROM EACH ENE) and a IS" O.C, MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT I I" P.T.2x6: SECURE TO BLOCK w/ (2) Ib" TAPCONS (MIN. EMBEDMENT I I") 8" FROM EACH END and s IS' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and 6 IV O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 I° P.T. 2x8: SECURE TO BLOCK w/ (2)16" TAPCONS (MIN. EMBEDMENT I J") 8" FROM EACH ENE) and 6 IS' O.G. MAX or (2) DRIVE PINS, 8' FROM EACH END and IS" O.C, MAX MIN. SHANK SIZE .145 MIN: HEAD SIZE .300 MIN. EMBEDMENT I I" P.T. (2) 2x4: EE SECURE TO BLOCK w/ (1) 4" TAPCON (MIN. EMBEDMENT 14") 8" FROM EACH END and ID 18" O.C. MAX or (U DRIVE PIN, 8" FROM EACH END and 6 IS" O.C, MAX MIN. SHANK SIZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4 P.T. (2) 2x6: SECURE TO BLOCK w/ (2) 4" TAPCONS (MIN. EMBEDMENT 1 I') 8" FROM EACH END and -a 18' O.C. MAX or (2) DRIVE PINS, 8" FROM EACH END and 0 15' O.C. MAX MIN. SHANK SIZE .145 MIN. HEAD 51ZE .300 MIN. EMBEDMENT 14" P.T. (2) 2x8: SECURE TO BLOCK w/ (2) 4° TAPCONS (MIN. EMBEDMENT I I") 8" FROM EACH END and -a 10' O.C. MAX or (2) DRIVE PINS, 8' FROM EACH END and e 15' O.C. MAX MIN. SHANK 81ZE .145 MIN. HEAD SIZE .300 MIN. EMBEDMENT 1 4" 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 SUBDIV. 8c LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02'784.000/00030 PAGE: SECTIONS/ DETAILS ARCHITECT: 1 DATE: 6 /12 /18 SCALE: 1/4"=1'-0" SHEET D 2 NAILING SCHEDULE ROOF DIAPHRAGM - ASPHALT SHINGLE fib' O.S.B. or)/2' CDX PLYWOOD 8d RING SHANK GUN NAILS m 4" O.C, 9 SUPPORTED PANEL EDGE5 AND Sd RING SHANK GUN NAILS 9 6" O.C. a INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE Sd RING SHANK GUN NAILS a 4" O.C. EDGEWISE. 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END. ROOF DIAPHRAGM - GEMENTITIOU5 TILE or METAL %' CDX EXTERIOR PLYWOOD or 1a32" APA-RATED 0.5.5. (AB PER MANUFACTURER'S INSTALLATION SPECIFICATIONS) - Sd RING SHANK GUN NAILS a 4" O.C. m SUPPORTED PANEL EDGE5 AND Sd RING SHANK GUN NAILS e 6" O.C. e INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d RING SHANK GUN NAILS a 4' O.C. EDGEWISE 2x4 BLOCKING AT ALL PANEL JOINTS WITHIN 4'-0' OF GABLE END, XTERIOR WALL SHEATHING %,' O.S.B. orY" PLYWOOD or Via" ZIP 50ARD SYSTEM - Sd RING SHANK GUN NAILS g 4' O.C. PANEL EDGE5 AND 8d RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND Sd RING SHANK GUN NAILS 6 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIAMETER TENSILE STRENGTH SHANK Sd ROUND, MODIFIED OR T 2 %a" .131 110,000 RING (16-20 RINGS PER INCH) Ed RING SHANK GUN NAILS e 4" O.C. TOP 4 BOTTOM EDGES TYPICAL EXTERIOR SHEATHING ATTACHMENT FOR WALL SHEATHING (0:5.5. TO BE STRUCTURAL GRADE) TOP CHORD BLOCKING m 4" O.C. MAX IN FIRST (2) FRAMII` SPACES lffl EACH END -- PRE-ENGINEERED TRUSS or RAFTER ROOF SHEATHING-7 BUILDING LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING CSd RING SHANK GUN NAILS 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATING (0.5.5. TO BE STRUCTURAL GRADE) CSd RING SHANK GUN NAILS 9 12" O.C. IN FIELD or Sd x 3' SCREW SHANK 5ALL15TIC ELECTRO GALVANIZED STRIP NAILS a 12" O.C. IN FIELD UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS NOTE: DIAGONAL BRACE -a CENTER OF TRU55 SPAN or HIGHEST RIDGE. DIAGONAL 5RACE TO BE 6 ANY SPAN 15'-0' OR GREATER (REFER TO TRU55 ENGINEERING FOR ADDITIONAL HORIZONTAL TRU55 REINFORCEMENT. 0'-0" - 30'-0' USE (1) X-5RACE 30'-1' - 60'-0' USE (3) X-BRACE (1) X-BRACE 6 CENTER 4 (2) BRACES J DIVIDED EQUALLY FROM CENTER TO END 5TIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUS5 ENGINEERING PLASTIC OR METAL WEEP SCREED SHOWN w/ CMU (FRAME CONDITION SAME X-5RACING REQUIREMENTS) GABLE X-BRACING SCALE: 3/4'=1'-0' z 0 0 Z n m 2x LBW (STUD SIZE, SPACING 4 LOCATION PER PLAN) SECURE 2x TO CMU w/ (3)Y" x 9" ANCHOR BOLT w/ 2" WASHER SET IN 51MP50N OR U5P HIGH STRENGTH EPDXY ((o" MIN. EMBEDMENT) NOTE: (U ANCHOR BOLT LOCATED 6' FROM TOP AND BOTTOM 4 (1) NEAR MID -CENTER (U 05 RE5AR VERTICALLY IN CONC- POURED CELL (LOCATION PER PLAN) CONCRETE 5LA5 (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) 4 ° Q 11 INTERIOR BEARING -WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE LxAND REINFORCEMENT) XTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) 1 INTERIOR LBW TO CMU INTERSECTION SCALE: 3/4'=1'-0' SECURE TOP PLATES w/ 16d COMMON NAILS a 4" O.G. 2-ROWS, STAGGERED NOTE: DO NOT SPLICE TOP PLATES WITHIN 6'-0- OF ENDS OF WOOD STRUCTURAL PANEL SHEAR WALLS. { THI5 DETAIL APPLIES AT ALL EXTERIOR WALLS AND INTERIOR SHEAR WALLS. TOP PLATE SPLICE DETAIL 3 SCALE: 3/4'=1'-0' PRE-ENGINEERED GABLE TRU55 2x4 BLOCKING BETWEEN TRUSSES AT FIRST (2) BAYS (4'-O' O.C. a SHEATHING BEAMS) (2) 2x4 SYP "2 DIAGONAL BRACE w/ (3) 12d NAILS 9 EACH TRU55 (DIAGONAL X-BRACING TO COVER 5-TRU55E5 CONT. 2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2) 12d NAILS INSTALLED 6 MID -POINT OF TRU55 SPAN or 10'-0' O.C. MAX PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE TO STUD w/ 51MP50N SP4 (USP 5PT4) 1D 32' O,C, MAX 2x STUDS 9 I(o" O,C. MAX UNLESS NOTED OTHERWISE 2x CONTINUOUS 5TRE58 BLOCKING a MID -WALL UM WALL 50ARD 50TTOM PLATE TO (U 10d CUT NAIL m MAX ONCRETE5LA5 i�f]N[) SEE FOUNDATION PLAN FOR SIZE REINFORCEMENT)TERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) SINGLE STORY L.B.W. w/ NO UPLIFT SCALE: 3/4'=P-0' PRE-ENGINEERED ROOF TRU55 PLATE COD or METAL STUDS O.C. MAX 'LOAD BEARING) 3i4' T4G 5UBFLOOR (ATTACHMENT METHOD PER "NAILING SCHEDULE") -ENGINEERED FLOOR TRU65 DOUBLE TOP PLATE -2" GYP5UM WALL 50ARD 2x CONTINUOUS STRESS BLOCKING a MID -WALL 2x 5TUD5 -a 16" O.C. MAX UNLE55 NOTED OTHERWISE SECURE 50TTOM PLATE TO 6LA5 w/ (U lad CUT NAIL m 32' O.G. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) TWO STORY L.B.W. w/ NO UPLIFT SCALE: 3/4'-1'.0' PRE-ENGINEERED ROOF TRUSS DOUBLE TOP PLATE TO STUD w/ BIMF50N SP4 (U5P 5PT4) 9 32" O.C. MAX 2x STUDS tv 16" D.G. MAX UNLE55 NOTED OTHERWISE 2x CONTINUOUS 5TRE65 BLOCKING a MID -WALL 2" GYPSUM WALL BOARD -SECURE BOTTOM PLATE TO 5LA5 w/ J2" x 9' ANCHOR BOLT w/ 2" WASHER SET IN 5IMFI50N HIGH STRENGTH EPDXY (OR EQUIVALENT) 6" EMBEDMENT MIN. a 32" D.G. MAX -6TUD TO 50TTOM PLATE w/ 51MP50N 5P4 (USP 5PT4) ,s 32" O.C. MAX CNTERIOR CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) SINGLE STORY L. B, W. w/ UPLIFT PRE-ENGINEERED ROOF TRU55 ° 4 4 SCALE: 3/4'=1'-0" DOUBLE TOP PLATE TO STUD w/ 51MP50N 5P4 (U5P 5PT4) -a 32' O.C. MAX 2x CONTINUOUS STRESS BLOCKING -s MID -WALL 2x STUDS a 16" O.C. MAX UNLESS NOTED OTHERWISE 15T FLOOR STUDS TO 2ND FLOOR STUDS SECURED w/ SIMPSON OR U5P M5TA36 3/4' T4G SU5FLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') -PRE-ENGINEERED FLOOR TRU65 -DOUBLE TOP PLATE -2x STUD5 tv 16" O.C. MAX UNLE55 NOTED OTHERWISE -Z' GYPSUM WALL BOARD 2x CONTINUOUS STRESS BLOCKING a MID -WALL -5ECURE BOTTOM PLATE TO SLAB w/ Y' x 9' ANCHOR BOLT w/ 2' WASHER BET IN SIMPSON HIGH STRENGTH EPDXY (OR EQUIVALENT) 6" EMBEDMENT MIN. 6 32" O.C. MAX -STUD TO 50TTOM PLATE w/ 5IMP50N 5P4 (USP SPT4) 9 32" O.G. MAX Lp° 4 a ONCRETE 5LA5 (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR BEARING WALL FOOTING (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) TWO STORY L.B.W. w/ UPLIFT �tiMLGi J/M =1 -L'J A R C H I T E C T S Design Grou p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-77"078 www.abdesigngroup.com AA #: 0003325 r sno SL7BDIV. 8c LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: SECTIONS/ DETAILS r_v�:Irrx�� A.ABOUCHACRA NO 93723 DATE: 6/12/18 SCALE: 1/4"=1'—O" SHEET C3 VTCR o (1) m EA )" O.C. M TYPICAL VALLEY TRUSS CONNECTION SCALE: 3/4'=I'-O' 0 ❑o SECURE 2x4 FLAT TO BLOCK w/ CUT NAILS 0 Eg -SECURE 2x6 MIN. TO BLOCK w/ (2)y' x 9' ANCHOR BOLTS w/ 2" B WASHER SET IN SIMP60N or USP HIGH STRENGTH EPDXY (MIN. 6" EMBEDMENT) SECURE 2x6 MIN. TO BLOCK w/ (3)Y' x 9' ANCHOR BOLTS w/ 2' WASHER SET IN 51MP50N or U5P HIGH STRENGTH EPDXY (MIN. 6' EMBEDMENT} GARAGE DOOR BUCK ATTACHMENT SCALE: 3/4' 4-0' a " TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER CMU GALVANIZED STEEL TRACK BRACKETS (BY OTHERS - INSTALLED TO 2x6 P.T. BUCKS PER MANUFACTURER'S SPECIFICATIONS} B SECTION SCALE: N.T.S. IN /--PRE-ENGINEERED TRU55 ' GYPSUM BOARD OR " HIGH STRENGTH CEILING BOARD -SINGLE 2x TOP PLATE GYPSUM LJALL BOARD -2x WOODS 5TUD5 a 24' O.C. (SIZE PER PLAN) SECURE BOTTOM PLATE TO SLAB w/ 10cl MASONRY NAILS e 32' O.C. MAX CONCRETE SLAB (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) INTERIOR NON -BEARING WALL WOOD 5TUD5 SCALE: 3/4'=I'-O' --PRE-ENGINEERED TRU55 $" GYPSUM BOARD OR 2HIGH STRENGTH CEILING BOARD O 3 %" TOP CHANNEL (25 GAUGE) TOP CHANNEL TO TRU55 w/ DRYUJALL SCREWS (EACH TRU55 or 24" O.C. MAX) " GYPSUM WALL BOARD 3 V METAL STUDS (25 GAUGE) -a 24" O.C. w/ PULL LENGTH LAYER OF 1/2' TYPE GYPSUM WALLBOARD, ATTACHED TO EACH SIDE m 12' O.C. 3 %" BOTTOM CHANNEL (25 GAUGE) BOTTOM CHANNEL TO O SLAB w/ 1(Dd x 1" MIN. MASONRY NAIL w/ WASHER ,@ 32" O.C. MAX. ONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) NOTE; STUD GAUGE 15 HEIGHT SPECIFIC. CONSULT w/ MANUFACTURER ON STUD HEIGHT LIMITS. INTERIOR NON -BEARING WALL METAL STUDS SCALE: 3/4'-1'-0' (1) REBAR VERTICALLY IN CONC, POURED CELL (SIZE AND LOCATION PER PLAN) CMU BLOCK WEATHER STRIP MOLDING AROUND DOOR (PER MANUFACTURER'S SPECIFICATIONS) 2x6 P.T. WOOD STUD SECURED TO FILLED CELL w/ (3)y" x 9' ANCHOR BOLTS w/ 2' WASHER SET IN SIMP50N or USP HIGH STRENGTH EPDXY (MIN. (o' EMBEDMENT) GARAGE DOOR (BY OTHERS) GALVANIZED STEEL VERTICAL TRACK (BY OTHERS - INSTALLED PER MANUFACTURER'S SPECIFICATIONS) 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 A SUBDIV. & LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: SECTIONS/ DETAILS DATE: 6 /12 /18 I SCALE: 1/4°"=1'—O" 1 SHEET D 4 BATT OR BLOWN -IN INSULATION (R-VALUE PER ENERGY CALCS) 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) e TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') I CONTINUOUS 2x4 w/ (4)16d NAILS le 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 wl (6)16d NAILS B BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) PLASTIC OR METAL WEEP SCREED CONC. FILLED U-BLOGK w/ lU 15 CONTINUOUS REBAR WINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS PRECAST OR POURED IN PLACE SILL (PER BLDR) ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM G926) OVER CMU 9 FRAME ON BLOCK WALL SECTION - HIP ROOF Two STORY 16d NAILS Q VOL. MAX 2x4 BLOCKING m EACH BRACE. TOENAIL INTO TRUSS w/ (4)16d NAILS 9 EACH END 3/4' T4G 5U5FLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') Sd RING SHANK NAILS 6 4' O.G. MAX INTO BLOCKING PRE-ENGINEERED FLOOR 2x4 BRACE le 48' O.C. wl (5)12d NAILS 6 EACH END ' GYPSUM BOARD OR I' HIGH STRENGTH CEILING BOARD GONG. FILLED U-BLOCK w/ (1)'5 CONTINUOUS REBAR D FLOOR TRUSS CONNECTION SCALE: 3/4' 44' SCALE: 3/4'=I'-0' ES OR TILE (PER BLDR) OVER W FELT PAPER (OR APP EQUAL) INSTALLED PER SECTION THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE') ' GYPSUM BOARD OR 2' HIGH STRENGTH CEILING BOARD $IMF80N 51*2 (U5P 5PT24) 9 EVERY EXTERIOR BEARING STUD. . FOR CONDITIONS WHERE TRUSS AN STUD LINE-UP, USE A SIMPSON HIOA IUSP RTI(oA) iUALL INSULATION (R-VALUE PER ENERGY CALCS) illINDOW (PER PLAN), ATTACHMENT PER MFR. SPECIFICATIONS WINDOW SILL EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE #21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] 3/4' T4G 5U5FLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') -ENGINEERED FLOOR TRU55 ' GYPSUM BOARD OR 1' HIGH STRENGTH CEILING BOARD EMBEDDED STRAP (PER PLAN) PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) WALL INSULATION (R-VALUE PER ENERGY CALCS) 'J' GYPSUM WALL BOARD (U 05 REBAR VERTICALLY IN GONG. POURED CELL (LOCATION PER PLAN) a' P.T. FURRING STRIPS -s 16' O.G. CONCRETE SLAB (SEE FOUNDATION PLAN FOR 51ZE AND REINFORCEMENT) EXTERIOR WALL FOOTING (SEE FOUNDATION PLAN FOR SIZE AND REINFORCEMENT) —$" TEXTURED CEMENTITI ASTM C92(o) OVER PAPEF LATH, OVER APPROVED 2 BARRIER, OVER WALL ATTACHMENT METHOD P PARALLEL TO BLOCK [SIZE AND SPAC 121, UNDER LATE( ON GENERAL NO (or EQUIV (PER P ' TEXTURED C COATING MIN. C926) OY SHINGLES OR TILE (PER BLDR) OVER 030 FELT PAPER (OR APPROVED OF EQUAL) INSTALLED PER SECTION R905 OF THE FBCR, 6TH EDITION (2011) OVER ROOF SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE") METAL DRIP EDGE 2x6 SUB -BAND VENTED ALUMINUM SOFFIT PER PLAN DOUBLE TOP ' TEXTURED CEMENTITIOUS COATING MIN. (PER ASTM C926) OVER PAPERBACK EXPANDED METAL LATH, OVER APPROVED 2-LAYER WATER RESISTANT BARRIER, OVER WALL SHEATHING (TYPE AND ATTACHMENT METHOD PER 'NAILING SCHEDULE") WALL INSULATION (R-VALUE PER ENERGY CALCS) WINDOW HEADER (SIZE PER PLAN) 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. 0 SHEATHING SEAMS) TIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENGINEERING) ONT.2x4 RAT -RUN ATTACHED TO EACH TRUSS w/ (2)12d NAILS INSTALLED 6 MID -POINT OF TRUSS SPAN or 10'-0' O.C. MAX f—BATT OR BLOWN -IN INSULATION lR-VALUE PER ENERGY CALCS) SECURE 2x4 TO DBL TOP PLATE w/ %a' x 6' THRU- BOLTS e 32' O.C. MAX, then SECURE GABLE TO 2x4 w/ 12d NAILS G 8' O.C. MAX or SECURE GABLE TO DBL TOP PLATE w/ SIMPSON HGAIO a 24' O.C. MAX (or EQUIVALENT INSTALLED PER MFR'5 SPECS) or SECURE GABLE TO DBL TOP PLATE w/ SIMPSON MSTA24 a 32' O.C. MAX FRAME WALL SECTION - GABLE ROOF (or EQUIVALENT INSTALLED PER MFR'S SPECS) SCALE: 3/4'4-0' NOTE: HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF AT LEAST 1 4 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 CROSS SECTION OF DIMENSION OF 2 4 INCHES (51 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH (0.25 MM). FULLU'"' ' CLEAR 5F BETWEEN )RAIL AND SHALL BE 42' KNEEL CONTINUOUS HANDR< 34' MIN, TO 38' MAX 4A STAIR HANDRAIL TUJO STORY SCALE: 3/4'=I'-0' COATING MIN. (PER CK EXPANDED METAL YER WATER RESISTANT 'ATHING (TYPE AND "NAILING SCHEDULE')— ; STUDS PER NOTE 2Y TIMBER r SHEET GN)] TRAP =NT) NTITIOUS :R ASTM CMU NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN I'4 MIN. FROM 2nd FLOOR LINE PERPENDICULAR TO BLOCK CONTINUOUS 2x4 w/ (4) 16d NAILS 9 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) 3/4' T4G SUBFLOOR (ATTACHMENT METHOD PER 'NAILING SCHEDULE') PRE-ENGINEERED FLOOR TRUSS CONTINUOUS 2x6 w/ (6) 16d NAILS m BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) s GYPSUM BOARD OR z' HIGH STRENGTH CEILING BOARD GONG. FILLED U-BLOCK w/ (1) 05 CONTINUOUS REBAR IL 2 x 2" WOOD SCREWS TALL SPACER x4 STUDS m 16 rAmmy AS Iql WALL MOUNT RAIL 4B RAILING DETAIL SCALE: N.TS. L BLOCKING A R C H I T E C T S DesPinc.n Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. 8c LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: SECTIONS/ DETAILS ARCHITECT: STATE OF FLORIDA A.ABOUCHACRA NO 93723 DATE: 6 /12 /16 SCALE: 1/4"=l'0" SHEET D 5 A R C H I T E C T S (INSTALLED ON TOP OF WALL SHEATHING 9 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL (INSTALLED ON TOP OF WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - OUTSIDE CORNER (INSTALLED ON TOP OF WALL SHEATHING 8 SCALE: NMS- 1/16' D.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2x4 EXTERIOR WALL STUDS 2x4 BOTTOM PLATE PLAN VIEW - 2x4 WALL M5TCM40 ( INSTALLED ON TOP OF WALL SHEATHING 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD 2X6 EXTERIOR WALL STUDS 2X6 BOTTOM PLATE PLAN VIEW - 2x6 WALL EXTERIOR STUD WALL - INSIDE CORNER SCALE: N.TS. 7/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ ll(o)16d SINKER NAILS PRE-ENGINEERED FLOOR TRUSS MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) 4' TAPCONS NOT MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS 15 1 Y' 1/1(o' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONNECT TOP OF STRAP TO SOLID STUD W/ 06)16d SINKER NAILS PRE-ENGINEERED FLOOR TRU55 MSTCM40 CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (12) J' TAPCONS NOTE: MINIMUM END AND EDGE DISTANCE FOR TITEN SCREWS IS 1 Yl 2X EXTERIOR WALL 5TUD5 101 MASONRY WALL w C J :r w A ELEVATION VIEW SCALE: N.TS. B ELEVATION VIEW SCALE: N.T.S. D5 Design rou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 �"'lllllll ��om�oovmo�� SvsDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: SECTIONS/ DETAILS DATE: 6 /12 /18 ' SCAT :1/4"=1'-0"' SHEET NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN I'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF CONTINUOUS 2x4 w/ (4)16d NAILS -0 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2nd FLOOR WALL) SIMP60N MTS12 or USP MTWI2 TO LEDGER a 24' O.C: DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ V x 5' LAG SCREWS -8 24' O.C. MAX CONTINUOUS 2x6 w/ (6)16d NAILS e BOTTOM OF FLOOR TRUSS (BOTTOM 2x(o IS A NAILER FOR WALL SHEATHING) LEDGER CONNECTION AT FLOOR TRUSS PERPENDICULAR NOTE: STRUCTURAL SHEATHING MUST NOT BREAK WITHIN 1'-4' MIN. FROM 2nd FLOOR LINE PRE-ENGINEERED ROOF SIMPSON MT512 or USP MTW12 TO LEDGER a 24' O.C: DOUBLE 2x6 LEDGER SECURED TO TRUSS w/ %s' x 5' LAG SCREWS a 32' O.C. MAX SCALE: 3/4'=I'-0' 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 TRUSSES BEARING CONDITION (PER PLAN) SCALE: 3/4'=I'-0' ROOF TO SECOND FLOOR WALL PARALLEL SCALE: 3/4'4-0' 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD CONTINUOUS TO BLOCK CONT. 2x4 W/ (4)16D NAILS -8 TOP OF FLOOR TRUSS (TOP 2x4 SUPPORTS BOTTOM PLATE OF 2ND FLOOR) 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD OVER PRE-ENGINEERED ROOF TRUSSES CONT. 2x6 w/ (6) Ibd NAILS 6 BOTTOM OF FLOOR TRUSS (BOTTOM 2X(o IS FOR WALL SHEATHING NAILER) TYPICAL PRECAST LINTEL EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] -ENGINEERED FLOOR TRUSS �l (PER PLAN) RECAST LINTEL (SIZE AND REINF( PER PLAN) EXTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE #21, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET CAN)] PRE-ENGINEERED FLOORI TRUSS STRAP (PER PLAN) PRECAST LINTEL (SIZE AND REINFORCEMENT PER PLAN) NOTE: ROOF CONDITIONS MAY VARY SECURE EACH KING STUD TO TOP PLATE w/ 5IMP50N 5P4 or USP SPT4 (FOR 2x6 WALL USE SIMPSON 5P6 or USP 5PT(o) PRE-ENGINEERED TRUSSES w/ TRUSS CONNECTOR (VERIFY w/ TRUSS PLAN) TOP PLATE RIPPLE STUDS 9 16' O.C. MAX KING STUDS (SEE 'MINIMUM WALL AND HEADER STUD HEADER REQUIREMENTS' CHART ON FRAMING PLAN (SIZE PER PLAN) FOR DETAILS AND SPECIFICATIONS) SECURE JACK STUDS 70 HEADER w/ 5IMP50N or USP LSTA12 (EACH SIDE OF OPENING) C JACK STUDS (SEE 'MINIMUM WALL AND HEADER STUD DOOR / WINDOW REQUIREMENTS' CHART ON FRAMING PLAN OPENING FOR DETAILS AND SPECIFICATIONS) XTERIOR BEARING STUDS [SIZE AND SPACING PER NOTE 021, UNDER CATEGORY TIMBER ON GENERAL NOTES SHEET GN)] JACK STUD ASSEMBLY TO BE 0 SECURED ONE PLY AT A TIME. USE 12d HA NAILS, (2) WITHIN 6' FROM EACH END d NO MORE THAN 12" O.C. STAGGERED SECURE EACH JACK E KING STUD TO BOTTOM PLATE w/ 5IMP50N 6P4 or USP 5PT4 SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN, FROM 2ND FLOOR LINE 5 L111 L1Y1V lb 1111\1/V 11 11VV1%, V1 1J1Y11\V 11Y L univ11J II 1]111 TU10 S70RT SCALE: 3/4'=I'-0' A R C H I T E C T S Design 1 )L Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.a bdes igngro u p.com AA #: 0003325 �'lllll"II am0000mov� SVBDIV. & LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: SECTIONS/ DETAILS DATE: 6 /12 /18 ' SCAT :1/4"=1'-0"' SHEET D T PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRE TIED TO LATH Q 9" O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %s" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION TEMPORARY STAPLES TO BE REMOVED AFTER INSTALLATION FASTENERS TO BE SPACED o I" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOUS THROUGH CONTROL JOINTS BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: I. FASTENERS FOR LATH TO BE NAILS OR STAPLES IN COMPLIANCE W/ ASTM 01063 2. WIRE TIES TO BE (NO. IS) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO 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 055 AROUND PENETRATION 1" OR LE55 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 I TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR USE OF PORTLAND CEMENT PLASTER SHALL COMPLY WITH THE APPLICATION REQUIREMENTS OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING SHALL COMPLY WITH A5TM C 1063-12A gTFP 1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WIRE TO FRAMING ,PIPE PENETRATION DETAIL J BCALE: N.TS. TO TO 8' /1 I W TO 8' $" THICK, 3 COAT CEMENT PLASTER WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED @I" (VERT.) O.C. MAX AT SUPPORTS WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING PROTECTED FLASH TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 6" TO 0" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL STUD TYPE "M" CONTROL JOINT 1 SCALE: N.T.S. NOTE: APPLY SEALANT AT "M" CONTROL JOINT END TO END CONDITIONS //7USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLASH 1 IS TIGHT TO THE PIPE AND TO THE SHEATHING WITH MINIMAL AIR PO KETS OR BUBBLES. TAKE SECOND PIECE OF FORM FLASH I AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE STEP 2 SAME MANNER, MAKING SURE THE OVERLAP AREAS ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) SECTION METAL LATH PROTECTO FORM FLASH 1 CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO SHEATHING LOCTITE SPRAY ADHESIVE DIRECTLY TO 055AROUND PENETRATION ELASTOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ C.V. FIN15H (SEE TYP WALL SECTION) NOTE: 51DE 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 A5TM C1063 13.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED PEEL & STICK WOOD STU 5HEATHI WRB #1 TAPED T, SHEATHING w/ WI #2 OVER TOP. Wf #2 t0 BE LAPPE_ VERTICALLY 6" MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE 111 VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL I' MIN. LAP o FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) 2PAPER LAP 6CALE: N.rs. WOOD SHEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) WEEP SCREED MINIMUM CLEARANCE (PER MANUF. SPECS) 5"XI" CONTINUOUS GALV. METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL- SHEATHING) CAP SHINGLE - DO NOT NAIL ADHERED SHINGLES TRIMMED TO COVER FLASHING STRIP FLASHING 4 SCALE: N.rS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" e VERTICAL LAPS (ROLL ENDS) 8 6" 1@ HORIZONTAL LAPS. LATH VERTICAL LAP TO BE I" METAL LATH TAPE WRB LAYER #1, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL e STUCCO " THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER #2, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIFIBER BUILDING PAPER OR 76 APPROVED EQUAL) SHEATHING METAL LATH x X x x STUCCO WOOD SHEATHING 5ELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-541-09, MIN, 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB: WATER RE515TIVE BARRIER A R C H IT E C T S Design p 1 oU Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F w 0 F V a E, F w 4 a A A a co qto N co <h h to t\ W rn SVBDIV. 8e LOT: OAKLAND LAKE (LOT #30) MO DEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: WALL ASSEMBLY DETAILS ARCHITECT' STATE OF FLORIDA Amm DATE: 6/29/18 SCAT :1/4"=1'-O" SHE�E��T� VV AI JUL 10 2018 PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINT5 TO BE WIRE TIED TO LATH @ 9' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EX15T5 BEYOND EXCEPT 5TAPLE5 W/ Ya" LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING IN5TALLATION TEMPORARY 5TAPLE5 TO BE REMOVED AFTER INSTALLATION FA5TENER5 TO BE 5LACED 1" O.C. MAX VERTICALLY LATH SHALL NOT BE CONTINUOU5 THROUGH CONTROL JOINT5 BUT SHALL BE STOPPED AND TIED AT EACH SIDE. PER A5TM C1063 1.10.1.4 NOTE: 1. FA6TENER5 FOR LATH TO BE NAIL5 OR 5TAPLE5 IN COMPLIANCE W/ A5TM C1063 2. WIRE TIE5 TO BE (NO. 18) 0,041511 WIRE 3. BLOCKING SHOWN MAY BE IN ADDITION TO I WALL STUDS REQUIRED PER PLAN CUT TWO PIECE5 OF FORM FLASH I — APPROX. 6' LONGER THAN THE WIDTH OF PIPE OPENING LOCTITE SPRAY ADHE5IVE DIRECTLY TO 055 AROUND PENETRATION " OR LE55 PIPE PENETRATION --� STARTING WITH THE BOTTOM HALF OF THE PIPE, REMOVE THE RELEA5E LINER AND FOLD THE FORM FLA5H 1 IN HALF (LENGTH WISE WITH ADHESIVE TO THE EXTERIOR) ALIGN THE PROTECTO FORM FLA5H I WITH THE CENTER OF THE PIPE. ADHERE FORM FLASH 1 TO THE BOTTOM HALF OF THE PIPE AND WRAP AROUND THE PIPE. PER FBC R103.1.1 EXTERIOR LATHING AND PLASTERING EXTERIOR U5E OF PORTLAND CEMENT PLA5TER 5NALL COMPLY WITH THE APPLICATION REQUIREMENT5 OF A5TM C 926-12A. INSTALLATION OF EXTERIOR LATHING AND FRAMING 5NALL COMPLY WITH A5TM C 1063-12A STEP 1 IN5TALL FA5TENER5 (CLIP5, 5TRAP5, STAPLES) A5 REQUIRED TO 5ECURE PIPE/ WIRE TO FRAMING 3 PIPE PENETRATION DETAIL ecaLE: N.Ts. TO e' 811 THICK, 3 COAT CEMENT PLASTER WRB LAYER 12, FORTIF15ER BUILDING PAPER (OR APPROVED EQUAL) APPROVED METAL LATH FASTENED QI" (VERT,) O.C. MAX AT 5UPPORT5 WRB LAYER *11 5TUCCOWRAP (OR APPROVED EQUAL) WOOD SHEATHING 6'MlµB' PROTECTED FLA5H TAPE BEHIND CONTROL JOINT PROVIDE 2X4 BLOCKING PLACED FLAT MAX. 611 TO 8" FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON STRUCTURAL 5TUD 1TYPE 'Y' CONTROL JOINT SCALE: NTS. NOTE: APPLY SEALANT AT "M11 CONTROL JOINT END TO END CONDITION5 USE FINGERS TO MOLD THE REMAINING HALF OF THE FORM FLASH 1 TO THE SHEATHING, MAKING SURE THE FORM FLA5H 1 15 TIGHT TO THE PIPE AND TO THE \ 5HEATHING WITH MINIMAL AIR POCKETS OR BUBBLES. SECTION TAKE 5ECOND PIECE OF FORM FLASH 1 AND APPLY IT TO THE TOP HALF OF THE PIPE IN THE SAME MANNER, MAKING SURE THE OVERLAP AREA5 ARE PRE55ED DOWN TIGHT TO THE PIPE AND SHEATHING. TAPE WRB LAYER #I, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING WRB LAYER 12, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) METAL LATH PROTECTO FORM FLASH I CONFORMABLE AIR/VAPOR BARRIER TAPE DIRECTLY TO 5HEATHING LOCTITE SPRAY ADHE5IVE DIRECTLY TO 055 AROUND PENETRATION ELA5TOMERIC COATING (OR APPROVED EQUAL) OVER STUCCO/ G.V. FIN15H (5EE TYP WALL SECTION) NOTE: SIDE LAPS OF METAL PLASTER 5A5E5 SHALL BE 5ECURED TO FRAMING MEMBERS. THEY 5NALL BE TIED BETWEEN 5UPPORT5 WITH 0.0415-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). A5 PER A5TM C1063 13.1. NOTE: FOR REPAIR OF TEAR5 IN WRB LAYERS, TEARS MAY BE PATCHED PEEL 8 STICK WOOD 5TU z SHEATHI WRB 01 TAPED T, SHEATHING w/ WI #2 OVER TOP. Wf 12 TO BE LAPPE_ VERTICALLY 611 MIN. STUCCO OVER METAL LATH. METAL LATH TO HAVE I" VERTICAL LAP MIN. HORIZONTAL LATH & PAPER DETAIL SIDING P MIN. LAP FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) .PAPER LAP SCALE: NTB. WOOD 5HEATHING WATER RE515TIVE BARRIER LAP SIDING (PER BUILDER) MINIMUM LAP (PER MANUF. SPECS) WEEP 5CREED 5TARTER 5TRIP (PER MANUF. SPECS) MINIMUM CLEARANCE (PER MANUF. 5PEC5) 511X111 CONTINUOU5 GALV, METAL STEP FLASHING (NAIL TO ROOF DECK, NOT WALL 5HEATHING) CAP SHINGLE - DO NOT NAIL ADHERED 6HINGLE5 TRIMMED TO COVER FLASHING 5TRIP "L" FLASHING 4 SCALE: NTS. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' @ VERTICAL LAPS (ROLL ENDS) & 6' -s HORIZONTAL LAP5. LATH VERTICAL LAP TO BE III METAL LATH TAPE WRB LAYER #I, STUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO 5HEATHING I' MIN LATH LAP, 4' OVER ALL LAP VERTICAL LATH & PAPER DETAIL STUCCO $" THICK, 3 COAT CEMENT PLA5TER METAL LATH WRB LAYER #2, FORTIFIBER BUILDING PAPER (OR APPROVED EQUAL) TAPE WRB LAYER 11, 5TUCCOWRAP (OR APPROVED EQUAL) DIRECTLY TO SHEATHING LEGEND DRAINAGE PLANE (WRB LAYER #I, 5TUCCOWRAP OR APPROVED EQUAL) WRB LAYER #2 z (FORTIFIBER BUILDING PAPER OR APPROVED EQUAL) SHEATHING METAL LATH X X X X 5TUCCo =al WOOD SHEATHING \\\\ 5ELF-ADHE5IVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R103.1.1 / A5TM C-841-09, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOE5 NOT MEET 5PECIFICATION5) WRB: WATER RE515TIVE BARRIER A R C H IT E C T S Design Grou p`Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA#: 0003325 '�"IIIII"I L omoo00moo� sUHDIV. 8e LOT: OAKLAND LAKE (LOT #30) MODEL: 2195 (VERSION#00) PROJECT#: 02784.000/00030 PAGE: WALL ASSEMBLY DETAILS A.ABOUCHACRA NO 93723 DATE: 6 /12 /18 SCALE: 1 /4"=1' - 0" SHEET VV E��T� /� AI