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HomeMy WebLinkAboutREVISION 8-17-18OFFICE USE ONLY: SCANNED DATE FILED: By REVISION FEE: rl St Lucie C(Iunty PERMIT # _ RECEIPT # 1804-0162 PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION I. LOCATION/SITE ADDRESS: 5349Qakland Lake Cir. 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: elevation change from A to B 3. CONTRACTOR INFORMATION: STATE ofFLREG./CERT.#: CRC057817 • • • •i QUALIFIERSi:-SM!TtIVVlCK fpb • D, 1 1 4mum PHONE: 954-444-7223 5. ARCHITECT/ENGINEER INFORMATION: NAME: AB DESIGN GROUP INC. ADDRESS: 1441 CITY: I.ON PHONE (DAYTIME): Revised 0722/2014 STATE: ZIP: co V �t m N r- ro N i r cv m m 0 10'-0" n � 7 v / SGALE: 1/4 = V-0" ELEVATION 'B" a �t N N N i III N ICEALED FASTENERS OR ATTACHM' ARE THE RESPONSIBILITY OF THE CONTRACT90 OF Ri99RA t wiornlinty THESE PLANS AND ALL PROPOSED WORK AF45 SUBJECT TO ANY CORRSCTIDNS HEQUISED BY FIELD INRPECTOnI THAT MAY ©E NROUSARY IN O�IUF�_r;'a BoMPLYWITHOAAMP IAA4 H8OHEds c I E co'60 062 �F.�'lE14'F:!) FOR B[7LbP'r I ,, biE�'1E11'Gu N ' Cr ?LAi:fi1'IJ a 5tU37 li$ CFlo\ 11'17Lt Ac ®NJOII A R C H I T E C T S J441 N. KUNALU KtAUAN bLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 0 O F G 6 W � pp w h h Q � � a 4 ti v q z 54 c co ro A 0 0 •� � M� a m z\ ro m E O 0 cd W E ^O i C SVBDIV. 8e LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784, 000 PAGE: DOWEL PLAN ARCHITECT STATE OF FLORIDA File COPY WALL LEGEND 8'-S' BLK 5R3. SHEAR W,4LL SEGMENT WOOD FRAME BEARING WALL INTERIOR: 2x4 WALL 16' O.G., UNO. EXTERIOR: WOOD FRAME WALL PER COMMUNITY SPECIFICATIONS. REFER TO TABLE N/63 FOR MINIMUM INTERIOR NON -BEARING REQUIREMENTS , FURRING AT MASONRY' WOOD FRAME WALL: 2x4 A 24' O.C. OVER FOIL 24' O.C. MAXIMUM, UN.O LOTTS CONCRETE RO, BOX 771255 WINTER GARDEN, FL 34777 PH, (407) 656 2112 LINTEL NO. LENGTH TYPE COMMENTS L-2 7'-8' 8/24-5-(I),1/llX L-4 4'-6° 8/24-5-(I)U/ll)L L-5 4'-(o' L-6 V-4' 8/24-5-0,ll L-9,A II'-4' 8/16-5-(W/(llL L-615 IV-4' 8/I6-S-(UU/CIA L-6G L-6D II'-4' 8/I6-8-11)1/(IK A N CAST RET4d LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L-2 l'-6' BF24-IB/IT L-4 4'-6' SF24-115AT L-5 4'-6' 8F24-IB/IT L-6 V-4' 6F24-I5/IT L-6A II'-4' 69ro-IB/IT L-6B V-4' 8FI6-IB/1T L-6C 9'-4' 8FI6-1B/IT L-6D 11'-4' 8FI6-I5/IT L-'1 7'-6' 8F24-I5/IT SF24- B/1T :)0 _ _ e L-5 25-SH EGRESS TEMP BEDROOM 2 V_a, CLG. BEDROOM 3 8'-8' CLG. 2—CAR GARAGE 8'-8' CLG. ■ BATH 1 a' -a' C.G. 16'-0' X 7'-0' Il -------------------- L-3 LANAI 8'-S' CLG. L-6 8066 66P GREAT ROOM_ V-e' CLG. II I�--——————— — — — — —- ------------- T --- F`_ ---— — I i�x�ill®dllII KITCHEN 8'-8' CLG. DINING ROOM V4, CLG. (2) 25-SH LI N T IEL PLAN SCALE: 1/4 = I'-V ELEVATION W (2)25-SH ECGRE56 OWNERS SUITE 8'-8' CLG. — — O.SUITE BATH a, -a' CLa I I I I a' -a ICLG. I I I I I I � L DEN V_a' CI.G. 25-SH A R C H I T E C T S Design Groulslnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAXA07-7744078 www.abdesigngroup.com AA #: 0003325 ti N 0 F V a E. W A F W a q � W A U w m w\\ � M M Q b A 0 0 i\ M M UBDIV. & LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: LINTEL PLAN (CAST-CRETE & LOTT'S) ARCHITECT (STATE OF FLORIDA DATE: 7/3'�,'l SCALE SHEE��� 3 OF. Mie Copy SQ.FT. CALC.'S 15T FLR LIVING 1,533 SQ. FT. TOTAL LIVING ENTRY GARAGE LANAI 1,633 22 411 200 50. FT, SQ. FT. SQ. FT. SQ. FT, TOTAL 2,466 VOLUME LIVING (fe) Ill SQ. FT. SQ. FT. COMPONENT AND cLADDNO WIND, LOAD8 BA81C ww E)(POSURE FOR 3 3EOOPD GUM CALL i SQUARE WN/DR WN/DR SUE ZONE 160 MPH WIND FOOTAGE DESKMTION WIDTH HE30W 22 3068 DR 40' 80' 4 21.9 / -30.4 2 33 (2) 25-SH 16' 63' 4 301B1 / -39b0 3 2 91 - OHGD 4 Il 25-$H 38, 63' 4 211 / -3220 EGRESS 5 11 25-SH 35' (03, 4 29.65 / -38Bi EGRESS/TEMP. 6 54 8068 SGD 98' SO, 4 2132 / -2S20 1 33 (2) 25-6H 15 1/8' 63 1/4' 5 2630 / -36.16 EGRESS 22 2414 TRANSOM. 24' 14' 4 30b4 / -3220 9 11 25-5H 38' (03, 4 3231 / -3521 A. BASIC WIND SPEED MPH (3 SECOND GUST) VULT=160 / VASDa124 MPH 5. INTERNAL PRESSURE COEFFICENT=+ .IS C. RISK CATEGORY=TYPE II D. EXPOSURE CATEGORY C NOTE: VALUES FOR COMPONENTS s CLADDINGS PRESSURE ARE EASED ON THE Vult DESIGN WIND SPEED. F5CR, 6TH ED. (2011) ALLOWS THESE PRESSURES TO 5E MULTIPLIED EY Db TO MEET THE ALLOWABLE OR NOMINAL TESTED VALUES USED 5Y PRODUCT MANUFACTURERS. NOTE: I. PRIOR TO DRYWALL INSTALLATION ON ALL FRAMING MEMBERS 2'-0' FROM THE FINISH FLOOR WILL BE SPRAYED AND TREATED W/ 'BORATE' A TERMITE TREATED SPRAY 1/2" 0" 2'-0" l ry 1 DElL FLA' v m CABINET NED • 16, OG, SECTIOT 5M I 0 9 50' - 0" 18'-3" 20'-0" 0" 8' 6" I -01 8 _6 11_0il — — — — — — — — — — 12XI2 CMU COLUMN (3-TYP) 2'-4" 3'-0" 6'-6" ( SAk�n AI)IT C 2'- 11 z 2'-5" 3'-S" O4 C N BEDROOM 3 Ri � - ; 10-0' x 12'-8' I to ci LAUN 0 4 Q ` L--I a, -a, CLG \0 m I Hirt in I 111.1 J41 i i �r--� "-r--J M.T. COND. G X> '------50LLAFV 3642 I I ATTIC — ACCE85 10' -10" PANEL PAD -OUT STRUCK BLOCK 6 GARAGE WALL PAD OUT WALL 12' AFF: , 2'-4" 6'-8" 2-CAR GARAGE 19'-2' x 20'-0' 5,_a' cLG. 3 ill 1'-0' OHGD LANAI 20'-0'x10'-0' a'-8' CLG. O .. _ L i to SHOWER HEAD (2) 25-5H O EGRESS �? OWNER'S SUITE 12'a' 0' x Ill i' GREAT ROOM 0 R/T 1 III > 0 N i; DW\1 e e 2 SINK N m8ll r NO1 --2R-ISH 4-2' — O- 00 0 4" j I c KITCHEN 11 1 a' -a' CLG. ii A L_ JJ _-411 16'-2'xl4'-6' II'-0" 4'-10" 4'-4" 2'-4 — — — — — — — — — — C c e� DINING ROOM 10'-6'xll'-9' a' -a' UG. O (2) 25-SH L11 11 FOYER 111 m Q111 lVal, CLG. r 1 I I II1= III O III� � � 2'-I( 1 O.SUITE 1 BATH s -a' cLG e'-s IcLG. IR-ISH 1 6'-0" SHOWER HEAD 6 V-8' AFF: DEN 12'-2'xl2'-I' a'-$, CLG. 2'-4" , 2'-4" 16'-0" 2' " 4'- 4'- L-0" 4'- 5' 1" 20'-6" 9'-0" 8'-8" 11'-10" 0i I k SCALE: 1/4 = I'-0" ELEVATION 'E5" 2 1 p 6 m m ■ 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 mmmm W 0 F 0 G E, W � A h W q � w Q q a q a m m M M A b A 0 0 w N M V W tp t\ W � IE 8 cc STJBDIV. 8e LOT: OAKLAND LAKE (LOT #71) MODEL 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: FLOOR PLAN ARCHITECT STATE OF FLORIDA r I2r JAMBS CANTW s AR NO 12079 r" k DATE: SCALE: 1/4"=1'-0" SHEET 4 of � le Copy F-1 12 5t�> 5 V SCOLD BAND (TYPJ 8'-a" BRCS. HCsT. &'-S' HDR. HCzT.h - — - - — CDCO LIGHT IGHT TEXTURED CEMEN71OUS 1 TEXTURED GEMEN71OUS 471NG PER (ASTM C926) COATING PER (ASTM (TYP) C92(o) (TYP) V - - --- ------- -- 0'-0" FIN. FLR. - Y R ELEVATION SCALE: 1/4' = 1'-0' ELEVATION 'B" ATTIC VENT CALCS AREA OF ATTIC 1833 SQ.FI. NET FREE VENTILATION AREA REQUIRED (1/300) 8.11 SQ•ET. REQUIRED VENTILATION AREA (6.11 x 144) 879.8 SQ.IN. MIN. REQUIRED VENTILATION IN UPPER OF ATTIC (0.5 x 879.8) 439.9 SUN. OFF RIDGE VENTILATION AREA 115 SQ.IN./V6NT SOFFIT VENT VENTILATION PER LF 11.74 SQ.IN./LF TOTAL # OF VENTS REQUIRED 3.83 TOTAL # OF VENTS PROVIDED 4 REQUIRED SQIN VENTILATION IN TOP 1/3 OF ROOF 440 SQ.IN. REQUIRED LF OF SOFFIT VENTILATION 38 LF PROVIDED LF OF SOFFIT VENTILATION 72 LF 12 5 8'-S" BRCS. HCsT.h YY 4 6 -8 H[OR. HCxT.',, 0' 0" SIN. FLR._--I—t-------f------------------------------------:in LEFTIE�LEVATS N SCALE: 1/4' = I'-0' ELEVATION 'B. r SHINGLE ITYPJ RI d 6' SCORED BAND (TYP.) FRO�, T T E L T 16' SCORED BAND lls�Jl ITYPa SCALE: 1/4 = I'-0' ELEVATION 'B' —_ 00'-0" FIN. FLR. (o'SCORED BAND MIR) 0'-0" FIN. FLR. — -�F -4-- ----------_— - — - �0'-0" FIN. FLR. 6' SCORED BAND Q (TYP.) R I HT E A T I ` SCALE. 1/4" I'- 0 ELEVATION B m A R C H I T E C T S Design Gr )t Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com 64 AA #: 0003325 w 0 F V a F W N F S W q � W Q w w a a N U 4) co q N M 7 b 7 7N T � V C6 0 E 0 C sUBDIV. 8e LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT#: 02784.000 PAGE: ELEVATIONS ARCHITECT STATE OF FLORIDA %g DATE: 7 / E SCALE: 1/4'?_ SHEET 5 Ol File COPY CONNECTOR SCHEDULE CONTROL DATE: 01-01-:5 SIMPSON IUSP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-IB 1400 (1) 1941 x 1 1/2' I -PLY, (6)16d 2-PLY, (USP: (10) IOd X 1 112" - NO Ibd OPTION) (2) META-16 1585 (2) HTA 16-10 2SOO (10) loci x 1 In'" PLY, (USP: (10) 10d x 1 1/2') 000 (14) l60 2-PLY (USP: NO 166 OPTION) HETA-16 010 HTA Ib 1615 (9) 10911 x IVY I -PLY, (5) 166 2-PLY USE: (10) 106 x 1 1/2", NO Ibd OPTION HET4-20 1010 HTA 20 1615 (9) IOd X I In' I -PLY, (W Iad 2-PLY USP: (10) 106 x 1 IR', NO Ibd OPTION } z Q (2) HETA-20 2035 (2) HTA-20 3110 (10) f0d X I I*2 I -PLY USP: (10) IOd x 11/2' 2500 (12) 16d 2-PLY (U5P: NO Ibd OPTION) LGT-2 2150 _II5T-2 ISE lU - 1/4' X 2 114' TITEN, 2 PLY (USP: ELK (5) 1/4' WS, WOOD (16)106 (n PETAL-20 2480 NO USE CONVERSION FOR SIMPSON DETAL-20 (10) - I" x 1 1/2, 1 PLY MGT 3965 MUGT 1 4000 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (22) 10d TO WOOD (USE: (2V 10d TO WOOD) HGT-2 IOSSO HUGT-2 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 1Od TO LOOD (USP: WOOD (B) IOd) HGT-3 10530 HUG-7-3 9365 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED),, (I6) 106 TO WOOD (U5P: WOOD (S) loci) LGT3-6D52.5 3205 LUGT-3 5330 (12) SD6 114'4 112' TO GIRDER, (4) 3/0' x 5' TITEN HD TO WALL (USE: CONS. (4) 3/e' X 5' WEDGE BOLT, WOOD (12) WS25) LT42 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL _PTA 1555 00) loci X I-IR' (USE: (10) 10d x 1 [a VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/6' A.TR IN HIGH STRENGTH EPDXY (MIN. I EMBED), Hb)-SOS 1/4'X3" TO WOOD (2) VGT 1155 NO USE CONVERBION FOR 01MPSON (2) VGT) FF (2) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MINK V EMBED), (32)-5D6 1/4'X3' / 2 PLY MTS-2 1000 MTW 12 1595 (14) 10d x I IR' (USP: (14) 10d X 1 1/2", H4) 106) HTS-16 1150 HTW ib 1660 (ib) IOC x 1 1/2" (USP: (16) 10d x 1 1/2', 06) 10d) H75-20 1450 HTW 20 2045 (24)lod x VY (U5P:(24)100 x I Ia',(20)10d) H76-24 1450 HTW 24 2045 (24) IOd x I I¢' (U5P: (24) IOd x 1 1/2', (20) ICE) LSTA-12 • 925 LETA 12 9TO (10) 100 USE: 00) lad L5TA-IB . 1235 LSTA IS 1360 (14) I®rA U5P 64) 1Od MSTA-10 — 1315 META-10 1315 04) 100 U5P: (14) IOd N M57A-24 ++ 1640 MSTA-24 1150 ow go USE: (15) IOd d M57A-30 ++ 2050 M57A-30 2140 (22) 1091 U5P. (22" IOd M57A-36 + 2050 M67A-36 2525 (26)100 USE; (26)IOd MSTI-36 3000 K571 250 3090 (56) Ica x I In, USE: (30) IOd X I IR' (n M5T1-4B 5065 K751 24& 4250 (46) 100 x I IR' USP: (45) I0d x 11/2' H6 950 LFTA 6 1595 (0) 8ci TO PLATES, (e) Bd TO STUDS (USP (16) ad x 1 i/2% (16) Bd) 5P4 965 SPT 4 945 (6) IOC a 112' TO STUDS U5P: (6) lad x I IQ' TO STUDS 434 395 MP 34 410 (4) BS % 1 1/2' TO BEAM, (4) ad X I IQ' TO POST. USE: (4) ad x I In' TO BEAM, (4) Bd x 1 In' TO POST. HCP2 645 HHCP 2 1010 (12) loci x I In, U5P: (10) 10d x I EY TO TRUSS, (10) lad X I In' TO PLATE HIOA 1340 RT I&A 2150 (1w loci x I IQ' U5P: [9J loci x I/2' TO TRU66, (B) loci x I/2' TO PLATE VGT a HDU4 4565 PHD 4A 4535 (Ib)-6P5 II TO WOOD, (II1/4NQ In' W/ THREADED ROD, (2) NUT5/WASHER/2 PLY USE: 9/A' ATR MIN, 1' EMBED SET M HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT ! HD1B 4940 TDk 10 5110 (,).6E5 I/4k3' TO WOOD, (31-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WA5HER/2PLY USP: 9/5' AIR MIN. T EMBED SET IN HIGH STRENGTH EPDXY (4) 116' THRU-BOLT6 AB4 44 2200 6665 PAU 44 2535 6115 '' ATT. IN HIGH STRENGTH EPDXY (MIN. 1' II IN CONS, (12) Ibd TO WOOD l D 5/e E USP: SAME A6 SIMPSON N ABU 66 2300 12000 PAU 66 2535 13S15 (I) 5/a' AIR, IN HIGH STRENGTH EPDXY, (MIN. IF EMBED,) IN CON)., 112A6d TO WOOD USE; SAME AS SIMP50N _TT13 .+ 1340 LTS 19 1205 (V 3/4' AT.R IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONO., (SACO TO WOOD USP: SAME AS SIMPSON Q = Q Z Q _TT20B --+ 1500 -- LT5 20B 1105 (V E2' /A.TK4' A R HIGH STRENGTH EPDXY, (MIN. IF EMBED.) IN CON), d, A06(10) TO WOOD USE: 3/4' AIR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) loci, [I0) loci x 114', 2-i/2' NTT4 4455 HTT45 4465 (U 5/S, AIR. IN HIGH STRENGTH EPDXY (MIN, 1' EMBED.) IN COND., (IS) 6090 X 1 1/2' (U5P: (20) lad X 2-IQ') USE HAS MORE NAIL OPTIONS: (20) 106, (20) 1Od x 1-IR', (20) Ibd x 2 In' HITS 5090 HTT45 5430 /U 5/a' AT.R IN HIGH 67REN6TH EPDXY (MIN, T EMBED,) IN CONC,. (26) 166 X 2 Vl' (USP: (20) lad X 2-IQ') USP HAS MORE NAIL OPTIONS: (28) 10d, (2a) 106 x -IQ', (20) ad x 2 IR" HHDQII-SDS 25+ ib10 UFF 11 1 12050 (U IF AIR W HIGH 6TRENGTH EPDXY, MIN. 10' EMBED.) IN CONC, (24) 6D0 4' x 2Y WOOD SCREWS NSP: (24) U83 WOOD SCREWS) HD1B bb45 TDX 10 5110 l U 1/S' AB_ IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONO., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) l/B' BOLTS) N MBHA 35b/1125 3415 5330 NFM35XI2U 3165 1130 SIMPS IN- (0 3/4' AT.R IN HIGH STRENGTH EPDXY, (MN 6l5' EMBEDMENT) IN CMIL TOP, (U 3/4' AAT,,ry HIGH STRENGTH EPDXY (MIN. 6,15- EMBEDMENT)M IN CU. FACE (IB)IOd TO BEAM CIA TH U5P: ,E) IQ' J-B)LT W/ MINIMUM 6: EMBED. (NOT LESS THAN 4' FROM EDGE CF MH IN W/ 3/4'INSTALLED RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. IL w U' z a ) HUSG412 (WOOD) 3635 2660 (FILE) HL'S4121r 3060 2530 (FLR) d TO HEADER (10) 16d TO WOOD USE; SAME AS VMF SON (10).B_ 3265 ( OCF) R 3225 (ROLE) HUC410 (CMU) ISO 5OS5 HD410 IF 1905 3115 (I8)'/4 2 3/4" TITEN (9 PER FLANGE) TO CMU 00) 106 TO WOOD HUGE. (IB) 1/4' x 3' W93 SCREWS, (10) IOd TO WOOD. HUC210-2 (CMW 1810 SOBS HD21O-21F 1905 Il5 2 3/4 TITEN (9 PER FLANGE) TO CMJ (10) IOd TO WOOD. (U5P (10> ' ' I/4X 3W53 6C W6 I (1, I/4 RE , (IO) md TO WOOD HUC210-3 (G U) 1010 4000 HD210-31F 1905 3175 (IS) 1x 2 3/4 TITEN (9 PER FLANGE) TO OMU (10) IOd TO WOOD: (USP 05B 1/4 x 3 SCREWS, WED 00) 106 TO WOOD /4 LGUM26-2-6DS 1430 ZO NO USE CONVERSION FOR SIMPSON LGUM26-2-5D5 (4) 3/E' x 4- TI EN HO ANCHORS (2 PER FLANGE) TO CMU, (4) !/4' X 2 112 SD6 SCREWS TO WOOD HIGH STRENGTH EPDXY SIMPSON SET EPDXY -TIE'. CONTAC THE 4RCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR tl5P - CIA ADHESIVE AN 5Y5TEM5. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEF, THE VERTICAL CELL IN CY'H, WALL GUST BE FILLED SOLID w/ GROUT. + loci COMMON NAILS CAN BE SUBSTI-UTED WITH IOd x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDJCTION IN -HE ALLOWABLE LOAD. WRITEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR SAS APPLICATON PR OR TO INSTALLATION (n "I MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MWMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' w H AT,R. A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) OBECAUSE OF THE WIDE VARIET- OF MATERI6�_6, LOCATIONS, AND CONDITIONS 7HA7 MAY AFFECT CONNECTOR HE CONTRACTOR MUST BE REBPONSIB_E FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION a USED. WHEN U51NG ETAINLE55 STEEL CONNECTORS, USE S-AINLE56 STEEL FASTENERS WHEN U51NO ZMAN HDG GALv : <: _D CONNECTORS. USE FASTENERS GALVANIZED PER 45TM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN 1NDIVIDU4L BASIS AND MJ5T HAVE WI APPROK'L FROM T ' RCHITECT/ENGINEER OF RECORD PRIOR TO J5E. ALL CONNECTOR VALUES BASED ON 51MP60N "L'OOD CONSTRUCTION CONNECTORS C-2013" "HIGH W:'ND-RE515fANT CONSTRUCTION O-HW09 AND ANCHORING 4 FASTENING Sl"6TEMS FOR CONCRETE < 19.A50NRY CATALOG .� SA5-2012. 2 x 12 (•2 SYP) l/ib' OSB (TYP.) NAIL (3) 12d ® V-8' O.C. TYP. 2x12 .BM. HDR. ® ENTRY MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 51'-0' TO 8'-0' UxO. 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 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 ROOPFLOOR 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 2\ DIAGONALS FOR BOTTOM CHORD DIAGONALS FOR BOTTOM CHORD BRACING 'a 20'-011 O.C. MAX (TYP.) BRACING 6 20'-01' O.C. MAX (TYP.) II -.. II II II II 11 - J� A J4 = n u u u u n J4 (2) HETA-20 (2) HETA-20 n n n b ya m a 0 p, w N I -- -----I C1 d � � � � G� VIA=11 u— u n J2 11 II CJ3 1 III II 11 II II II � II II _LV12_ ItJ4 IL —— CJ5 = m u u n u n L 4 $� ( _— — 16 J, JS _ II V4 I III II II II II II II I I I II J, __ M cv I 1' ____ �u JS J, —_ _� IF Ir Ir �� 1I it 11 11 ====I m u n u u u Ix4 BTM-CHORD JS BRACING 12' O.G. 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CHORD GABLE BRACING „ 3'-0' 3'-0' 2'- 6 -MST HUG-410 HUG-4101 , (2) HETA-20 IX4 DIAGONAL BOTTOM CHORD 21- 411 2'- 4 ° GABLE BRACING SCALE: 1/4 111 1'-0' ELEVATION 'B' A R C H I T E C T S DesPinc.n Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAx:407-774-4078 www.abdesigngroup.com AA #: 0003325 F w 11 0 F � U ON F W co 2 Q a A P4 ti q U ro Q � ko c0 IN. 00 m STJBDIV. & LOT: OAKLAND LAKE (LOT #71) MODEL 1833 (VERSION#00) PROJECT*: 02784.000 PAGE: ROOF FRAMING PLAN (ARCHFECT STATE OF FLORIDA SKEET 84 6 OF File Copy PRE-ENG. ROOF TRUSSES TEXTURED CEMENTITIOUS COATING AS PER (A5TM C92ro) (TYP.) a P.T. ix2 W/ MTL. DRIP EDGE J' TEXTURED CEMENTIOUS COATING PER (ASTM C92(o) OVER PAPER SACK EXP. METL. LATH OVER APPROVED PLASTIC HOUSE WRAP, OVER 7V16' 0.5.5. SHEATHING OR J' CDX PLYWOOD SECURED PER NAILING SCHEDULE SECURE PRE-ENG. TRU55 TO (2) 2x12 SEAM PER FRAMING NOTES OP OF ARCH L8'-&, SRG. HT. L 0'-0' FIN. FLR. A R C H IT E C T S Design rout inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W o � F V A h rA q � W A 4 ti A S ca U com a h 0 0 N M V• W to N ca E O V 4) E 00 i STJBDIV. 8e LOT: OAKLAND LAKE (LOT #71) MODEL: 1833 (VERSION#00) PROJECT*: 02784.000 PAGE: ENTRY SECTION ARCHITECT STATE OF FLORIDA PAVERS FOOTER PAD (BEYOND) FOOTING (BEYOND) f' (BEE FOUNDATION PLAN) (SEE FOUNDATION PLAN) ff 4*,9 JAMES iCANTWELL ENTRY DETAIL i AFC NO 12079 AZ SCALE: 3/4' = I'-O' 1 � DATE: 7 / � ? � SCALE !A' SHEET Or i 44'11y1 w3.,�s� �r`A File Copy