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Home My WebLink About331 Appaloosa Ct 04-1539 New SFH�3! l PA,RIM D SIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER _ PROPERTY OWNED. ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando; FL 32822 (407)857-9101 CBC-055300 PHONE NUMMER ELECTRICAL CONTRACTOR �gECHANICAL CONTRACTOR PLUMBING CONTRACTOR NHSCELLANEOUS CONTRACTOR PLRTII6 1, V1^-1 ER MISCELLANEOUS CONTRACTOR PEPUT NUMBER FEE FEE SUBDIVISION r � PERMIT 4 /`e J 1 DATE PER IT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE 16'8" 234" FT7 in. (7) FT5 M - -----------------------� -------------------- TlC T , PLUMBING cY� " I, FT6 O O 1' 2• I I t II FT4 _j rD i di �3 8,,.• ice' (8) FT1 20' LVL BEAM 2,6A 15' Ir 5'4" �- 4 0' 19'8" 01-1 d' in d- I 2' 10" FLOOR TRUSS HELD BACK 3/41' FOR PLYWOOD SECT I❑N 10' & 4' LW 5 MAYP� 5HI P� P IN LONGU,, L�Nr_ATH5, FELb MAY WP TO CUB' WL' 5 TO FIT. pl� SUI9� NOT TO CUB" TH- IM,,ONG PRAM 16'8" 4 0' 1--1 M in InVVV __ -I O 16 2' -011 �m1cAL 7' s��Acr coI?N�ns��r LA��LING ANb 5PACI NG 23'4" in M 1-4 A C 3 U U ul U A C CJSA A.7 G. i. I • C L' -. `.. .' ------------ --- - - - - - - .' A-2 ------- -- ---- - - - - - - - - - - - --- - C16). CZ• •, rA I ! 1 .' i• I. A4 ,. l.. .-CIA 1 _. E2. :. F3LIZ F2 W D2 Tj Li TOP OF BEAM AT 1.2'-4" OFF, 13' 9'4" - 17'8" _I — 15' - 5,q.,, _L.- 19,8„ �I I- THI515 A 1RU55 PLACFWNT PLAN, lf5 INTENbFn TO Alb IN THE INW&LA110N OF TP,65�5, FNGINffK,b TP1155 WAVVIN65 ANb A?CH9CTUI'AI.5 5111`FrCCn� TH15 bOCUWl\Ir, PWMP ( ,7„ 11 CU �1- 2 3 Alternate loading notes WIND SPD/TYPE= 1-20/ ENCLOSED OR: BLDG EXPOSURE-- B USAGE-- RESIDENTIAL CAT II Existing CCA truss designs that meet the wind loading requirements of the Standard Building Code for: 100 mph fastest —mile wind speed, minimum. Residential construction Enclosed building Do meet the wind loading requirements of the Florida Building Code as follows: Up to 120 mph 3—second gust wind speed Enclosed buildings (landward of the wind—borne debris region) Exposure B LOAD# DESCRIPTION INIT. DATE RLO1 PROBLEM# 21072 PFH 5/20/02 RL01. ADDED PROD N48 CDM 2/2/04 CEILING KEY 8' -0'' FLAB" 12' -6'' FLAB" 3/ 12 VAULT' CLG .ATTENTION! DON'T LIFT SINGLE TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK CONSULT HIB-91 30' Span or less 30' to 60' Span Spread r Bar 60 degrees f or less i 1/2 I I 2/3 to 1/2 I To Ilne r span approx., � Ta liner span approx, REFER TO HIB-91 Truss Must he set this way if crane used. Truss is an example, your truss may not match, Insist crane operator sets truss this way. 6AFA6� P\Uff 'JotoJ Truss Quantity = 100 General Notes 1, All parallel chord trusses, flat trusses and flat girders have the top chord partially painted green to be Installed green side up. 2.All hangers to be simpson HUS26 unless otherwise noted, 3, A t l truss spacing 24' ❑. C, unless otherwise noted, 4,Per Truss Plate institute HIB-91 recommendation permanent X-bracing should be placed at a maximum spacing 15' ❑, C. across the span, to be repeated at a maximum of 20' between each X-brace throughout the structure. Please refer to HIB-91 for any additional bracing details, ROOF LOADING -SCHEDULE TCLL = 20 PSF TCDL = 7 PSF BCDL = 10 PSF TOTAL = 37# PSF DURATION = 1.25% PSF WIND SPD. = MPH UPLIFTS BASED ON= 10# PSF -------------------------- FLOOR LOADING SCHEDULE TCLL = 40 PSF TCDL = 10 PSF BCDL = 5 PSF TOTAL = 55# PSF UPLIFTS SPAN/UPLIFT A =< 923# =< B =< 800# =< C =<540 =< D =< 310 =< E =< 210 =< F =< 200# =< WALL KEY I 1 8'-01, FLFv 91-01, FLFv / LOAD# DESCRIPTION INIT. DATE RFO1 LVL TSB 1-21-99 RI01 REV PLT HGT,A&C HEELS WE'6 -o^/17/99 RJO1 REV 4X2 FOR MSR, LVL WEW 1/28/00 RIC01 rev lvl s per ch. or. JFB 7/] 9/00 RK01 Added Proj. K06 WB 1/29/01 RK01 REVISED FOR FBC BJW=4-1-02 CARPENTER CONTRACTORS OF AMERICA 3900 AVENUE G, N. W. WINTER HAVEN FLORIDA 33880 PHONE;( 800) 959-8806 FAX; (941) 294-2488 BUILDER: D.R. HORTON HOMES PROJECT: VARIOUS — 5H4 2289 / ELEV A — B CCA PROJ/MODEL: /�,7aiel'S 16271-e-1 5H4/I�06/N48 2289A,B ALT: OTC: LOT: o BLOCK: a DESIGN CR,ITERIA: • FLORIDA BUILDING CODE (FBC) 2001 • OCCUPANCY - RESIDENTIAL - GROUP R • CONSTRUCTION TYPE — VI • 2—STORY RESIDENCE: BLDG HGT 23'-6" SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE: ® SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME CONSTRUCTION MANUAL • WOOD PRODUCTS PROMOTION COUNCIL • AMERICAN SOCIETY OF CIVIL ENGINEERS 1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCiPI) CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS @ SLEEPING AREA 30PSF LIVE 1OPSF DEAD FLOORS @ NON -SLEEPING AREA-40PSF LIVE 10PSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 1OPSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M/S) = 120 D. INTERNAL PRESSURE CO-EFFICENT=+ .18 E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0 5. LUMBER A. ALL STRUCTURAL LUMBER SHALL BE #2 SYP. ALL STUDS SHALL BE #2 GRADE OR BETTER SPF. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED) 6. TRUSSES A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FBC 2001 EDITION. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. GARAGE DOOR/ WINDOWS/ DOOR A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER V� www. drhorton. com 5850 T.C1 La..a Blvcl Suitta 600 C)r1anc1cx, FL. 32822 Tfel= (407) 857-9101 Fax: (4407) 857-9221 INDEX: PG CI —COVER PAGE. PG 1—FOUNDATION DOWEL PLAN PG 1A—LINTEL SCHEDULE PG 1B—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION "A" PG 3B—ELEVATION"B" PG 4AB—TRUSS PLAN "A" & "B" PG 5—ELECTRICAL PLAN PG 6 OPTIONS PAGE PG 6A OPTIONS PAGE PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC/STAIR SECTIONS DETAILS PG D4—MISC DETAILS PG D5—DOOR/WINDOW DETAILS • D.R. HORTON HOMES 5850 T.G.Lee Blvd Suite 600 Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 o STATE OF FLORIDA PROFESSIONAL ARCHITECT James Cantwell AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 North Longwood, Florida 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLANSRE-VIEVEo CITY OF SANFORD MODEL: 99 2 2 ^ 9 — R99 BLOCK 9 499 BRG COVER PAGE DATE: 2 /10 /0 4 SCALE: V4801'-01 SHEET C 1 of 6 u %.% 1 _ d II 0 MIN � "1\111 00, I cp oil b- PC � l TIP. El 401 -0" 3'-II" �'-0" 19'-7" 4'-0" 4'-4" 8'-2" 21'-0" v 2'-10" -4 1/2" —3 1/2' 3 1/2" CONC. SLAB W/ DOOR OPTION 16'-10" 231_2" — — — — — — — -- — I -STORY FTG - 2ND STORY FTG I- — — — 3 1/2" O G0NC. N SLAB Im I I I , I D1 13 DI DI I EC. 3/4" 4 N XTEN 5LA 16' -10" 0'-0" ELEV. k FIN. CONC. SLAB 2 1' - 3" rI—.� n ■ t_ — J r OPT. LISLAND ■ I RANGE r II I REF. ■ I STEM CHASE DN.-i FROM 2X4 WALL I a— 0, I 1-1/2 " W/OPTT. I� - 14'-0" I g1_211 ■ CENTER OF 2X4 WALL SHOWER I 13 I I IU5I I o, L =____- J ---I-- - I 1'-9" LL Uw — I p — — — wD I LOn r -1 r -1 �-- U�w wc: �� OPT. i i PTI U� n� al D� I ■ wao =� U fQ Zuj = I — X cc� 0 wfil [1 I _ woo w� 5 U ■ /I V) 3'—� f —3 1/2" m �' 1 IN 5><'E� PAN ICONp� REG. 3/ Y 4 - �r EXTEND SLAB r 1-1 /2 " W/Of=T. -I 1 N N 24"X24"X12" W CONC. PAD W/3-S BARS E.W. CON CHAIRS) `n MIN. 3" COVER I EXTEND = 24"X24"X12" SLAB 1 1/2" — �; CONC. PAD 1 � FW/3-#S BARS E.W. DI Di (ON CHAIRS) 11 TYP. 6 6„ 2fNt3 P OVER DI 4 1/2° 41 _ 41I I ■ ■ ■ `V ■ 31/21 ■ Q CONC. ■ 1-3 1/2I SLAB I ■ PLAN I �vl 3 1/2" CONC. REINFORCED L ■ W/6"X6" #10/10 WWM ON 6-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL R APPROVED SUBSTITUTE, (RECRUIT = SYSTEM) _ 6A I m D1 0'-0" ELEV. Q FIN. GONG. SLAB ■ 40' - 0" — — — — — —I— 2o4"X24°2 �� 0'-0" ELEV. BAR�E_W_ I FIN. CONC. SLAB EXTEND (ON CHATS) ■ SLAB 11/2" � MIN. 3" COVER _ - — 1 fVi D1 DI � '-10" 3' -0" 10° -3 1/2" 3 1/2 " sLAB — — — — — —GONG. 2'-4" 24"X24" 12" T 14'-9" 5'=7" ::.V {p�AL WCON GAAIRSE.W. 22'-4" MIN<3)"t�VER 40'-0" ELEVATION 99 c 99 FOUNDATION PLAN 0 m Imm I no Y. Arl I Ilk' 0 w LOT# 110 PHASE#2 99 MODEL: 99 2289— BLOCK 9 9 499 BRG FOUNDATION D O WE L PLAN DATE: 2 /10 /0 4 SC AT: 1/41011-01 I r A�11111 BAKERS CROSSING LOT#110 PHASE#2 MODEL: 99 2 2 8 9 - R99 BLOCK 9 499 BRG LINTEL SCHEDULE DATE: 2 /10 /0 4 Sc AT: V4' ■ 1'-0' SHEET 1AOF 6 , I-, t.I/M W/ARCHED TOP O ELEV, B (2) 26-SH 5A ELEV, C (2) 26-SH O3-0 PR W/ 12" 12 S.L. ELEV, A W/ HALF RND ABOVE O 52 >< 0" TRANS ASV. 101 0"' MNI, lis COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND REMARKS 120 MPH WIND I 3ID 3ID68 IDR W/S-LITE 4 2ID.4/ -22.2 24.2/ -26.4 2 5 W/ HALF TRANS. ABV. 4 21.8/ -23.6 ELEV "A" 25.9/ -28.1 3 11 52" X 30" TRANS. ARV. 4 21.1/ -23.5 ELEV "5" 25.8/ -20.0 4 38 (2) 26-5H W/A oGPHED 2ID.ID/ -21.8 23.8/ -26.ID 5 38 (2) 26-SH 4. 2ID.0/ -21.8 ELEV 15° 23.8/ -26.ID 5A 38 (2) 26-SH 2ID.ID/ -21.8 ELEV 23.8/ -26.(0 6 24 35 -SH 4 2ID.6/ -22.4 24.5/ -26 .-1 -i 10 23-SH 4 21.8/ -23.6 25.9/ -25.1 S 54 0ID68 SCUD 4 19.4/ -21.2 23.1/ -25.4 9 11 25-SH 4 21.1 / -22.9 25.1/ -21.3 10 11 25-514 4 21.1 / -22.9 25.1/ -21.3 11 8 IH3-SH 4 21.8/ -23.6 25.9/ -25.1 12 18 2868 DR 4, 21.0/ -22.8 OPT. 24.9/ -2-1.1 13 112 CxARAGF= 16'-ID X -('-ID 5 18.3/ -22.4 21.8/ -26.1 14 32 (2) 3ID5ID-SN 4 2 s'0.�0/ - 21.8 23.0/ -26.ID 15 16 25-SH 4 21.2/-23.r0 25.2/-21.4 16 16 25-SH 4 21.2/-23.f0 25.2/-21.4 li 16 3�05f0-SH 5 21.2/-28.ID 25.2/-33.3 17 16 3050-SH 3ID5ID-SH ELEV, A 14 (2) 3050-SH W/ARCHED TOP ELE V,B (2) 3O5O-5H :j, O � A v c w BAKERS CROSSING PHASELOT#110 MODEL: 99 2 2 8 ^ - R99 HLOCK 9 499 BRG WIND LOAD CALCULATIONS DATE: 2 /10 /0 4 SCALE: V4101'-0' SHEET I B OF 6 LIVING \ FOYER ROOM VAULTED CLG. (CARPET) (TEMP. MT. LINE OE 2ND. FLR. ABOVE W/12" SIDE-LITE 16'-o" X 1'-0" O.H. ------------------ (2) 2ro-SN SWS1 4 TO BE POURED TO 13E POURED 7 -4 3 -4 2 -5 O SOLID Iro _4 SOLID 7'-1" 4 0' - 0 II ELEVATION "C" ir.31W.&I 17' -all MIRROR nOWNERS BATH 14'-0" 9 _0 1214o" 8'-4" 91_41 PATIO CONC. SLAB W/ DOOR OPT. ro' -0" - - - - 25-SH a06a S.G.D. EGRESS EGRESS 6\\ 774 OR, 1H3-SH } o I WC. ° o FAMILY OWNER'S 1 ROOM SUITE } o = VAULTED CLG. = a'-0' CLG. Q ° ° (CARPET) (CARPET) I O. BATH �4 I �`� 8'-0" CLG. f I-IC,ACC. 3'-3" 13'-5" 14'-4" 2'-loll 21_/ " 2-0 BF. ca J m 4-SH m r n KITCHEN VAULTED CLG. �• m S I N W.I.C. 1 � a'-0" CLG. 4'-0" `n -2" 2'-roll I OPT.IIOPT. I (CARPET) I I J m 1 /2 We 1 W. I I D. I jrI I �' r OPT. BATH X L-- J L-- J 01 I n z o 1 ISLAND LAV. w I N Z L-----i 1R-15H CLCs. ° ° 5'-� 8'-5, �IfK — — S o `D - -�' 1R-15H I � RANCxE 1- -`�- �DROP CLG. LAUN. _ - I 1 PT. I �, a m cLG. I - I I m a) e O �' L---- — — REF. �, .� I m <r I O O L-- 6 MT. �COND � z DINING j r ROOM I m m VAULTED CLG. I 1 (CARPET) OPT. 2-5 DOOR W/ CONC. PAD ' GARAGE m cQ 0'-0" CLG. ' ' RAILING LIVING ROOM \ FOYER VAULTED CLG. 1 (CARPET) (TEMP. r-IT_ - L INE OF 2N D. FLR. ABOVE ------------------- ----- 0 W/12" SIDELITE W/36" HALF fro'-O" X -1'-0" O.H. RND ABOVE ELEV, A ■ — p(ELEV.-A) ...�: W/52"X30" :.:�::;:.;------------ ------ _ (2) 2ro-SH TRANS ARV. W/ARCHED TOP ELEV, B- (ELEV.-B) (2) 2(o-SH 2'-4" ro'-�" 8'-C " 4'-10" 1G'-o° EXTERIOR MASONRY WALL f5RG. HEIGHTS 15'-0" 5'-4" 40' -0" 1ST, FLOOR PLAN 1� [•Z•Z•I•] ■■■■■ ■■w■■ ■■L.]■■ --�— ■■■■■ ■■N■■ ■■■■■ ■■■■■ ■■■■■ son MEN [a] 3 HALL BATH - - - - - - - - 1H3-SH I 1 G C. ° o 21-10 v OQ ° o 11 ' ic% ic/ 0. BATH V -m' CLG. 6' KNEE WALL ° o � OPT. BATH � S Q • FT • CALC • S IVING (15TJ LIVING (2NID.) TOT. LIVING ENTRY GAIRAGE 1312 912 2204 32 415 SCE, 60. SQ. 5CQ. 50. FT. FT. FT. FT. FT, PATIO 54 50. FT. TOTAL 21 a5 SO- FT_ 2) 3/4" PLYWOOD RIPS (IF NEEDED FOR SOLID NAILING) 12" LVL (3) 2 X 12 5YP STRINGERS 3/4" T 46 2 X 4 RE-INFORCING UPPER RUN SUB FLOOR EA. 2 X 12 STRINGER SERCURE W/12d 6"-a' O.C. GLUED 4NAILED 15R m 1.42" 14T m 10" (2) 3/4' 3/4" KICK PLATE LYWOOD RIPS CIF NEEDED 11 1/4" TREAD NAILING) GLUED 4 NAILED. 2 X 4 RE-INFORCING m EA. 2 X 12 STRINGER 3/F TAG SERCURE W/126 6"-S" O.G. SUB FLOOR GLUED NAILED � (3) 2 X I SYP STRINGERS LOWER RUN MIDDLE RUN (3) 2 X 12 5YP STRINGERS 1 4 X 4 P05T 2 X 4 RE-INFORCING m EA. 2 X 12 STRINGER SERCURE W/12d 6"-a' O.C. 2 X 4 PLATE STAIR DETA I L 7 'a I /t II 0" 3'-2" v W-loll 0'-4" 3o50-SH 3050-SH EGRESS EGRESS BDRM. 2 BDRM. 3 8'-0" CLG. = `�' 8'-0" CLG. (CARPET) (CARPET) _ I I m 311 4'-5" 3'-2" 3'-a" 3'-�" 2'-10" 2'-2" v 3'-4" ilk "l �j I cy 4-6H 4-0 BF. y 1 AC CHAS 2-ro BF. 2X6 HALL ti R N\�\\ �` . �3�► BATH C. N 022 OPT. X 3(0 LAY. ATTIC C _ O ACCESS � 0 0 0 0 R.A.G. 2X6 9" 3'-8" 4'-9" 11'-o" - y� V II N LOFT II OPTIONAL I I BDRM. 5 -Az co VAULTED CLG. (CARPET) i i VAULTED CLG. (CARPET) � II W.I.C. BDRM.#4 IR ISH VAULTED CLG. 1R-15H —I (CARPET) W.I.C. (2) 26-SH (2) 3050-6H W/ W/ARCHED TOP I - '- (ELEV.-R)I— (2) 3050-6H W/ EGRESS F_4____ I 1 N I " 9' - 10 9'-loll -J � 13'-loll 5'-loll 19'-a" L-------- �.g-g 01 0\111 A311\1111 I'm ��11111 I CAN 0414 0 flak LOT# 110 PHASE#2 MODEL. 99 2 2 8 9 — R 99 BLOCK 9'4"BRG 1ST. FLR. 2ND. FLR. PLAN DATE: 2 /10 /0 4 SCALE: V4101'-01 SHEET 2 OF 6 BRCS. BRG. FIN. FLR. 2ND FLR _ SI-m" c�1 — BRG. m'-m" FIN. FLR. OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT 23'-6° BLDG. HGT. OL 12 (o F 17'-4" LollI=mll BRG. RAISE CRICKET BANDS XX//il Vf 1 9'-411 FIN. FLR. FIN. FLR. 2ND FLR. g -011 CRICKET — — — C62ND FLR. V QI—mll BRIG. Q TT ' UI—mu BRG. I' - 011 — — — — BRG. II0 El II OPT. II 21_011 = �II �F- F- F- CTEXTURED 7rp II II FINISH -1 �� II II II II 1 - - - F- I- I- I- I- F- F- 01-011 FIN. FLR. FIN. FLR-� - - - FIN. FOR. RIGHT ELEVATION FRONT ELEVATION LEFT ELEVATIO--k"q t18' TcXTURED 11 iNISH CFALV. L-FLASHING 1/2'xB' A.B. 32' O.C. 2X6 LEDGES W/ (2) LFFO 2X4 LEDGER a 5T1d1/ (2) LWO ASPHALT SHINGLES ON Ob FC`.: r 12 ON 1/16' OSB SHEATH, —�b� ON GOVT. FRAME TzaJ58 2'-0' PRE-ENGINNERED TRUSS 2X4 LEDGER W/ 112'xb' A.B. 32' O.G. SET IN W/ SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 12 F 111-411 it -Oil CTEXTURED FINISH _1 9'-4" FIN. FLR. 2ND FLR. ,d, 23'-411 — — 0 CTEXTURED FINISH I I � OPT. --I DOOR m'—mu FIN. FLRI�- REAR ELEVATION PR1=-ENG'D S' LINTEL W/C11"5 OS.G.D. CC GABLE N.T.S. HGT. BRG. _ 9'-mll BRG. I_Oil SL/ m' —mil FIN. FLR. b" r - I � �1J1J6i BAKERS CROSSING LOT#110 PHASE#2 MODEL: BLOCK 99 49) BRG ELEVATION "B„ DATE: 2 /1 O /0 4 S C ALE: V4's j'-0' tiIAEET B OF (•1 TRUSS PLAA * CONNECTORS TO BE S IMPSON U.N.O. * TRUSS TO BLK META -16 W/12 - I06X1 1/2 * TRUSS TO WOOD MTS-12 UJ/14-looIX1 1/2 BLK. GOL. TO 9'-4" CONTINUE W1 2X4 WALL W1 -1/16 0.5.5. SHEATHING TO BRG. SECURE TO 13LK W1 1/2 "X8" A.B. HEADER SPAN CHART SINGLE 6TOR1' APPLICATION SIZE CLEAR SPAN DBL 2X6 D5L 2X8 D5L 2X10 DBL 2X12 UP TO 5'-4" 5'-4" TO 11-0" 7'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2X(o D15L 2X8 D51- 2X10 D13L 2X12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0" V - 0" AND OVER 4 CJ1 CJ3 CJ5 FT1 — Fr4 — — FT3 — - FT2 — 20' LVL 5M------------------- ----------------- ::] — — TRUSS HANGERS TO BE SUPPLIED dENG'D. Bl' TRUSS CO. * FLOOR JOIST TO BLK, SIMPSON HETA-I(o e END 4 EVERT 32" O.C. ON PARALLEL FLOOR J015T. 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAI=TER 2-12d EVERY TRUSS / IX6 NAILE1;R-7 l2/TIETA-16 2X RIDGE 3-126 RAFTER TO NAILER 1/16" 0.5.5. -/ 1X8 NAILER --IL- OR 1/2" PLY. 2-12d EVERY TRUSS CONV.FRAMING DETAIL/VALLEY DBL. TOP PLATE D I6 " O.C. B. WISH 6 LL KNEE WALL DETAILPEN1'RY ��IIP DETAIL BAKERS CROSSING LOT#110 PHASE#2 MODEL: BLOCK 99495BRG TRUSS / F'RAMING- PLAN (DATE: 2 /10 /0 4 8CA aE: Agulf-®' 2 IF IL ELEC. FIXTURES TO BE ONLY W/ OPT. COMP. LOG. SWITCH 4 LIGrT W/ OPT. DOOP ..I A/C o CIF I 1ST, FLR, ELEu`TRlu"AL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED ,@HOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: *20 AMP DEDICATED LAUNDRY CIRCUIT. LIVING FQOR Ro oM LINE OF 2ND. FLR_ABOVE- m u GF I Q WP. / �f�l CLEVATION "C" J UNIT 2259 LOAD INFORMATION CC CKT. WIRE VA LAUNDRY/WASHER 20/1 1 12 1500 REFRIGERATOR 20/1 2 12 1200 DISHWASHER 20/1 3 12 1200 D I SPOSAL 20/1 4 12 100 MICROWAVE/HOOD 20/1 5 12 1500 DRYER 30/2 -1-9 10 5600 RANGE 60/2 5-10 S 12000 WATER NEATER 30/2 11-13 10 4500 A/C AIR HANDLER 50/2 14-16 6 1000 A/C CONDENSER 30/2 13-15 10 3067 SMALL APPIANCE C[RUIT5- 20/1 16-IS 12 4500 2204 50. FT. LIGHTING/RECEPT,@ 3 WATTS 15/1 19-21 14 6852 TOTAL LESS A/C LOADS 15T 10000 REMAINDER PER NEC-220-30 (5) A/H UNITS PER NEC-220-30 (C) (5) TOTAL VA VA 10000 29552 1106-1 DEM. 100% 40% 6551. AMPS 52919 39852 10000 11500 0494 29994 125 (2) # 2/0 XHHW ALUMINUM CONDUCTORS (1) # XHHW ALUMINUM NEUTRAL. (1) # 4 XNNW ALUMINUM EQUIP.GRD POWER COMPANY PEDESTAL NEMA 3R GOMBO DISCONNECT 150 AMP AND 120/240 VOLT ol/ METER CAN 30 GIRCUITS MLO SERVICE BY 150 OTHERS \ AMP. n LOG. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED MAC ,@HOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLt'Z-EPING ROOMS TO BE ARC FAULT.(NEC 210 -12 ) 114 BARIE CU TO GROUND i8 FT. GROUNDING RODS 8 FT. APART 1 1/2" PEND. V.T.R. ICaI 1 J1/2" I` TELEPI-{ V.T.R. ® JAGk �2u 1 lUN WATER I- I 2 ° pISCON AIR CC TUB Q TELEYI° L u A V. I AV. TY JACk 2 I WC. LAV. AV. I CEILIP 1 1 /2 „ I FAN/L I( JIT.R. 20 WASHE15 I I` WC• FLOOE 3 SI-IWR. I I LIGHT 3" 3 u 3 ( INTERC 3��I SP1=AK ( v 13 2 11/2 KITCHEN LAV 3u C. SINK W/ �I AUTO VENT CO J� PLUMBING MISER A 99 MODEL: 99 2289- BLOCK 9) 499 BRIG ELECTRICAL PLANS DATE: 2/05/04 SCAT V41ol1-01 SHEET 5 OF 6 ( 1 4'-4 81-21I ® ■ — — — — ■ ® 24"X24"X12" GONG. PAD ® ■ W/3-� B�4RS E.W. I D1 W 4 1/2„ ION CHAIRS) MIN. 3" COVER I I � 1- STORY FTG 3 1/2" 4 D 1_ 3 1 /2 " CONG. p l SLAB I p1 pl I I J OYT. C. PORCH FOUNDATION PLAN OPT. C. PORCH RIGHT ELEVATION AST® 4RETt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 9 L 13 8F8-115AT L 14 17'-4" 8;=8-15/IT OPT. C. PORCH LEFT ELEVATION =R � 1 OPT. C. PORCH FLOOR PLAN OPT. C. PORCH TRUSS PLAN C.C.A. *CONNECTORS TO BE SIMP50N U.N.O. *TRUSS HANGERS TO BE SUPPLIED 4 ENG'D. 13Y TRUSS CO. *TRUSS TO BLK META-I(o W/ (12) 10dXI-1/2 *TRUSS TO WOOD MTS-12 W/ (14) 1DdXI-1/2 I 9'-oI BRCz. -oil ( a'm' MIN. FAR OPT. C. PORCH REAR ELEVATION OPT. C. PORCH TRUSS PLAN ACLU -SPAN *CONNECTORS TO BE 51MP50N U.N.O. *TRU55 HANGERS TO BE SUPPLIED 4 ENG'D. BY TRU55 CO. *TRUSS TO BLK META -fro W/ (12) 1mdX1-1/2 *TRUSS TO WOOD MTS-12 W/ (14) I0dX1-1/2 1 1 2004 ��1'I11 BAKERS CROSSING LOT#110 PHASE#2 MODEL: ]BLOCK 9 499 BRG DATE: 2 /10 /0 4 SC AT: V41■t'-of SHEET OF 6 w 40' -O" jJj /� �— 1 24"X24"X12" GONG. PAD ° ° ° ° 24"X24"X12" GONG. PAD ® � WCON CHAIRS) A RSE.W. �� I -1I— I -�~ WION CAIRS� W. �� ■ MIN. 3" COVER MIN. 3" GOVER 4'-4" 8'-2" 21'-0" 2'-10" v 3 _8 m —4 1/2" R.O. FOR U OPT. 2-6 -3 1/2" N POOR 1 lm 1 D1 D1 I I DI FOUNDATION PLAN a FIN. FLR. 2ND FLR, 2-f'-0" 26'-4" ■■ 26'-6" 21' -S" 17'-2" 16'-2" 3c3' -O" DOWEL PLAN PIN. FLR. l 1 RIGHT ELEV. ■■ LEFT ELEV. 1 FLOOR PLAN V-411 FIN. FLR- 12 2ND FLR — 3� — — — — - 231-4" 8'-O" . O'-O" FIN. FLFZ t ii 000Rii TEXTURED FINISH .REAR ELEV. 0'-011 FIN. FLR. � 1 Gil II II II II II II II Ali II II II II II II II GJ3 I= ��`Q =i GJ3 CJ5 — II II II II II II II II II 2X4 kEDGFfR II II II — CJ5 71- S CUR W/ 3/ "X4" GJ7 LACE BOL GJ-i It FL --------- - l CJ1 UUII oil II II IIII II II oil U U I J3A LIIE' _H GJ3 l J TRUSS PLAN 1 ER 1 1 2004 ��I'lll BAKERS CROSSING LOT#110 PHASE#2 MODEL: 99 2 2 8 ^ - R99 BLOCK 9 499 BRG OPTINS DATE: 2 /10 /0 4 SCALE: V41■il-0' SHEET 6 A OF 6 v SP 2X4 DSL-4 1�" O.G./EA. STUD TOP PLATE 2X4 MID -WALL B 2X4 MID -WALL MIN. o9 " EMBEDMENT 1/2" X " BLKG KG ANCHOR BOLTS AT 3' O.C. "Xo" 010 W.W.M_ /#5 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.C. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.C. 2" ASV. CONG. 2 Q r PSI EPDXY 25" MIN. ABV. (0° EMBEDMENT k3LKC� 6" EMBEDMENT 2X4 STUD 2X4 STUD SLAB/6 MIN. EMBEDMENT 1�0" O.C. MAX. 1(0" O.C. MAX. `4 o"Xo" #10 W.W.M. I� o"xlo" #1O W.W.M. 2X4 P.T.r,0SP-4 l�" O.G./EA. STUD CIASP-4 I�" O.C./EA. STUD BT PLATE 2X4 P.T. ST PLATE 2X4 P.T. ST PLATE (2) CONT. #5 REBARS I _4 C ° ° ° ° ° ° } CONC. SLAB 4„ 4„ - CONC. SLAB 4 1 _g 4 - _ 1 2-#5'S ON CHAIRS z p GONG. SLAB 1' 4" m 2 #5's CONT. _ 3 #5's CONT. 2 #5's COAT. Z74 4 -' U TYP. RETROFIT FOR ALL 1 m = I'-O" TYP. WALL SECTION 1 OMITTED FOUNDATION DOWELS m WOOD FRAt-IE FOOTING BLK. SINGLE STORY INTE '10 'SEARING WALL INTERIOR �EARfNG �UALL INTERIOR SEARING WALL/NO UPLIFT 1= STOR�1' 2 - STORM' 1- STOr'�1' 3 1/2" HEAD OF GARAGE 3 I/2" 'a HEAD OF GARAGE �--#5 DOWEL BARCONE SIDE #5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) 11 � DIM VARIES 5/S" DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. -1 5/5" C B �� o "Xo" #lm W.W.M. -1 5/S" CURB �� o "Xo" #10 W.W.M. CURB �� o "Xo " #lm W.W.M. 9 ANCHOR BOLTS AT 3 O.C. MIN o" EMBEDMENT cv ONLY IF UPLIFT ON WALL o "Xo " #im W.W.M. �� MIN o" EMBEDMENTEXTEND 1 1/2 o "X o " #1(d W.W.M. c� z w IIIRECESS /2 } /- IL_ 2-#5'6 ON CHAIRS m O °� I (3-5'5 W/2-5TORY) -4\ 0 0 0 o i 2-#5'5 ON CHAIRS I -4 .411 ° ° �n SINGLE (3-5'S W/2-5TORY) SINGL gIl 4" 3 #5'S ON CHAIRS STORY STORY I _O 2 S'S ON CHAIRS 11-8" THICKEN EDGE GARAGE CURB STOP INSIDE FTC. AT GARAGE STEP-UP stoRY TWO RY INSIDE FTC. AT GARAGE STEP-UP �'�` 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB I -STORY BEARING WALL DOOR RECESS 8 �A CONC. ;SLAB OVER CLEAN, COMPACT TERMITE TREATED (3) *5 RODS EA. WAY ON allGMU N Q L, TOP CORD BLOCKING AT 4' GARAGE SLAB MIL. VIS. VAPOR O.C. MAX. IN FIRST 2 FRAMING CHAIRS (MIN. 3" COVER) 4" cv Z (o "Xo" #10 W.W.M. SPACES AT EACH END. GRADE SLIDING POOR TRACK RAFTER OR TRUSS m CURS WALL 8° CONC. DRIVEWAY_ (1 REBAR conk. ROOF SHEATHING m SLOPE CONC. r�.AR Ar-tP cif � x ' TO IF-1/2 ") 9 I/2 .., _..— BE�I'OUND GARAGE DOOR �\ nF=P=N I�rK — 3 #5'5 CONT. 3" MIN. COVER u ,,, :.. ---5' CMU TYP.� a o ro T-Yt_ C.t-iHO=__ I/L' inV)IJ I"51 (.VIAL.. M_/Am N 24"X24" EXT. PAD 4t� ••,y .f .t ,. r.:�r�,, W/ WIREME5H OVER 'r v 6 MIL VAPOR BARRIER ri F3UILDING LENGTH al SLAB AT SL. GLASS DOOR 2-STORY FOOTING ON CLEANTERMITE W51-1 CEATEDOMOPL CTED ROOF SHEATHING LAYOUT AND ENDWALL BRACING (z MBAR r2rS REBAR CONT. 3 MIN COVER FOR GABLE END FRAMING I 1 -4 II II II PIPE FOOTING #86 GUN NAILS e POURED LENTIL TO BE II112" O.C. IN FIELD CONT. (TYP) #5 REBAR �� II OUTSIDE BAR U 2X WALL FRAMING DOWEL LAPPED p . �� I CONTINUOUS . ;r I�':,s t,•�.•,,�.::r�' -,...1','• _� ut (3) I/21"XS" ANCHOR BOLTS � � � WITH WALL RE I%lF. �,!•, •1i 1: M.i'}\ ' �•,;r:••r;,r� r.,•.a S CMU FILLED or (3) 1/2"XS" J = — — — = I�J I I yy 'h!•: 4.•�� ,� , �4.. n 'o V —BOLTS .'•y}l' r�.r.•.t• ti��11'rr K..6', r 0 II —_ , .. F . . , .jl 4' � rY, �. ail,?i� �f,' CELL (T�I' J „�.'`.MIN. o EMBEDMENT ...., •..r�•r'�";-�-t;�.;. ,,;T': l•,,�,.�,�..�.. � 0 W/ 2 "X2 "XI/8 WASHER AND 6' PVC CHASE � NUT SPACED EVENLY FROM @ EXT. FRAME WALL TO 3° MIN cov�R o>�t. � BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET T�-R REBAR LAP T1'P. FLOOR DECKING A IN JOINTS PRIOR TO FILLING. CORNERS (SLEEVED ANCHOR IN SOLID GROUTED #5 CORNER SAR ATTACHI„IENT TO FLOOR JOIST POUR ACCEPTABLE RETROFIT) 2-#5's REBAR -0 1 STORY CELL ALL LAPS 25" MIN. EA. SHEET TO BE GLUED AT ALL 3-#5's REBAR 6 2 STORY TYP. REBAR LAP EXPOSED JOIST t GROUTED TIE TO HORZ. BARS ARA DOOR INFO MAT I CN #8d GUN NAILS @4" O.C. #Sd GUN NAILS _ BOND BEAM Z CID T WEBRG HT TOP 4 BOTTOM EDGES �" O.C. IN FIELD S" MIN. EMBEDMENt TIE TO HORZ. BARS w VARIES — 1 1/2" CMIN. cv POURED LENTIL @ U 8 MIN. EMBEDMENT Q BOND BEAM _ COVER BRG. HT. ' �', GONT. (TYP) � � ct) Q --1 Q ; HORZ. VARIES • d '' W Q . HORZ_ REINFORCING VERT_ REINF. REINFORCING U #5 VERT. REINF. SIDES Q a�- Z U �" HOOK IN GROUTED o" HOOK IN GROUTED CELL PRE -CAST HDR. 2Xo GARAGE DODR BUCK W/ z lu Z Z z CELL (3) 1/2"XS" ANCHOR BOLTS @ U U b �➢ o "b' or (3) 1/2"X8" J-BOLTS , 0- 1 rill CLEANOUT REa'D �° EMBEDMENT MIN. U U 6 @ FOR GROUT LIFT g° CMU FILLED W/ 2"X2"X1/a WASHER AND U # T,I' EXTERIOR SIEAT41N _ > 5 FT. UNLESS �, �- NUT SPACED EVENLY FROM ATTACHMENT FOR,' ROOF SHEATHING IQ III] GLEANOUT REQ D HORZ. �, CELL (TY, .) _ FLOOR TO GARAGE DOOR HDR. @ • • •.a . ' .•..,. ,.•.' ,. •, .. a FOR GROUT LIFT FOOTING DWL IS @ . REINFORCING NOTE: 5 —ate > 5 FT. UNLESS o" NOOK NOT REG2'D. ' - IN JOINTS PRIOR TO FILLING. WHEN GLUED TO ROOF MEMBER HORZ. REINFORCING z V FOOTING DWL IS 3" MIN. 1-2X& PT BLOCK 6 CENTER OF ° -8" EDGES lfd" -12" IN FE ILD 6" NOOK Y_ Iu NOT REQ'D. ,. -, DOOR HEADER WKI) HORIZONTAL/VERTICAL REINFORCING O HORIZONTAL/VERTICAL COVER (1) 1/2"XS" ANCHOR BOLTS U �� REINFORGING� BRG. CHANGE or (1) 1/2"XS" J-BOLTS T1'P. EXTERIOR SHEATHING ATTACHMENT o" EMBEDMENT FOR SHEAR AND UPL IFT W/ 2 "X2 "X1/S WASHER AND NUT (0.5.5. TO SE STRUCTURAL GsRAD E ) CONNECTORS FROM PLATE TO STUD TO PLATE ARE NOT REQUIRED EXCEPT AT OPENINGS 1 2 i I Y 'I #� II r � MONOLITHIC BLOCK DETAILS NOTES DATE: 2 /10 /0 4 SC AT: 1/41•1l-01 SHEET D 1 ®F 5 2X4 5U5-BAND a 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS FEILD STREAM 2"X4" BLOCKING 2X6 SUB-BANp FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST 7W0 BAYS LAKE KENOE,CYPRESS NEAP 2X6 SUB-BANp ow SUB -BAND � 4'-0" O.C. MAX METAL LATH ALOMA WOODS LAKE KEHOE,CYPRESS HEAP LAKE KEHOE,CYPRES5 HEAD WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS � ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUMP FINISHED FASCIA 24" O.G. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER i/16' OSB OR -1/5" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE -1/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER 1°` � I/2" W/ 15# FELT 5 FELT R-19 INSULATION FIBERGLASS SHINGLES R-19 INSULATION OR PLY. -1/16" OSB. SHEATHING- OR 1/2" PLY. ON #15 FELT OVER I TO BE GLUED WOOD 2X4(CONT_) -1/16 OSB. SHEATHING HURRICANE STRAPS METAL DRIP EDGE SEE TRUSS ENG. -�--- ROOF TRUSSES � (SEE TRUSS PLAN I/2" CLG. BOARD 4 TEXT. FOR PROPER 24" O_G. 4 NAILED FOR CONNECTOR) 2X4 DOUBLE PLATE (TYP.) 2X4 SPF STIFFBACK AT BRACING HETA-16 METAL DRIP EDGE ° (1)#5 CONY. LL UPRIGHTS OVER 4'-10" EMBEDDED ALUM. FINISHED VENTED SOFFIT LINTEL STRAP IX2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED 5OFF1t o 0 1/2" CLG BOARD 4 TEXT. ALUM. WINDOW 1/0" TEXTURED FINISH 8 LINTEL BLOCK FILLED 1/2 DRYWALL SEE FLR./SEEN FOR DES. WOOD BASE (TYP.) OVER 15 FELT OVER R-19 INSULATION -i/8"TEXTURED FINISH ON -1/16" 0.5_B. SHEATHING CMU'S TEXTURED PRE -CAST LINTEL 3/4" T 4 G PLYWOOD OR 1/2" PLY /-- FINISH FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW I/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FROM 2r�d FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE � �� 1/2 CLG. BOARD 4 TEXT. SEE FRAME PLANS TO pBL TOP PLATE W/ �"1,U0 STORY PRE -CAST SILL 2X4 RE-FORGEMENT (CONY.) FOR JOIST TYPE SIMPSON HTG-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 1/2" DRYWALL OR MSTA-24 24" O.C. MAX 2X4 NAILER (CONT.) S' CMU R-4.2 INSULATION O C1�'S CONT. SEE TRUSS PLAN FOR DR SIZE 1X2 P.T. FURRING STRIPS HETA-16 IX2 FURRING STRIPS �� BAND [DETAIL FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4° SEE FLR./ELEV FOR DES. SILL 41 111 111'",WOOD BASE g" LINTEL BLOCK FILLED o 0 1/2" DRYWALL -1/16" OSB SHEATHING WOOD BASE (TYP.) Q PRE -CAST LINTEL OR 1�E P Y. UNDIER PRE -FAD TRU55 4 ALUM. WINDOW FLOOR JOIST/ 6"x6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT_ OR FIBER MESH SEE FRAME PLANS o REINFORCEMENT FOR JOIST TYPE 6P-4 32" O.C. '� STUD 2X4 pBL. TOP PLATE PRE -CAST SILL GONG. SLAB OVER CLEAN, HETA-16"a 32" O. G. MAX I/2 CLG. BOARD 4 TEXT o 1/2 DRYUJALL z GOMPAGTJERMITE TREATED O (1)5 GONT. w 2 w " 501L OVER 6 MIL VAS. VAPOR u 2X4 WOOD STUDS } } 2 #5 GONT. 8 CMU BARRIER,W/6X6 #10 WWM 8 LINTEL BLOCK IX2 FURRING STRIPS Do z (FILLED) 2X4 CONT. BLOCK NG MID -WALL 65 s16" O.C. TEXTURED FINISH 1/4" — o 0 1/2 DRYWALL BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE Q ALUM. WINDOW 5P-4 32" O.C. @ STUD 1/2 "XV A.B. 32" O.C. -�-,� [Y SEE FLR./ELEV FOR DES. (WHEN UPLIFT) 6 EMBEDMENT P. WALL SECTION � � SILL BLK. 1- STOR'1 ° _ # WOOD BASE (7YPJ z r7c?"X(011 10 W.W.M. PRE -CAST SILL '- GONG. SLAB 4" 4" z w z w 3 #5's CONY OR FIBER MESH CON(. SLAB 2 #5'S CONT. REINFORCEMENT 0 0 8" GMU (o MIL VIS I -S OR,1- u m u TEXTURED FINISH I/4" VAPOR BARRIER INTERIOR BEARING WALL ASPHALT SHINGLES OVER )`F. S C O'N MOTE: FOR WALLS W/FLOOR LOAD ONLY 15 FELT ON 7/16 O.S.B. 2'X4" BLOCKING 2# O Q - >E DO NOT INSTALL CONNECTORS. � _ SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 -STORY < 4'-0" O.C. MAX METAL DRIP EDGE 6"X6" #10 Iti-I 2X4 DBL TOP PLATE 2X4 SUB-BANp O O OR FIBER MESH RE INFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS z (k 2X6 SUB -BAND a (SEE TRUSS PLAN) I_l.l z w C3) "5's CONY. LAKE KEHOE,GYPRES5 HEAD BRACING } } ALOMA WOODS OF TRUSSES a DBL. TOP PLATE �„ 0 no O WRAPPED/ALUM FINISHED FASCIA 24" O.C. 1/2' DRY WALL CRIPPLE STUDS 3 FIRST FLOOR BLOCK ENG. GABLE TRUSS R-19 INSULATION � SECOND FLOOR FR,41''IE 2X4 SPF STIFFBACK AT ALL UPRIGHTS OVER 4'-10' MUS 2X4 16" O.G. MAX (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) 7/S" TEXTURED FINISH OVER 15 FELT OVER 1/2 CLG. BOARD 4 TEXT. PRE -FAB TRUSS 2X4 PT. / 6 O.S.B. SHEATHING 2 "X4" NAILER CONY I/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE OR 1/2" PLY. (2) LAYERS -1/16 SP-4 32" O.C. STUD 2X4 pBL. TOP PLATE ON GALV'D. META 4 1/2" X 9" A.B W/ 0.5.5.5EGURE EA, LAYER LATH OVE TYVE MIN. 6 EMBEDMENT I/2 DRYWALL ; ;4:• 2" DIA. WASHER HDR. STUpCS)/JACKCS) .. " OF # 5 FEL 2x4 P.T. PLATE W/ o W/2 Sd,s 8"-12" O.C. �-►- 32" O.G. MAX 1/2 "X9" ANCHOR 5OLT5 MAX. MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 2X4 WOOD STUDS #5 REBAR CONT. W/2" DIA. AT 32" O. C. 32" O.C.MAX STUD TO HDR. FULL LENGTH STUDCS)/ 2X4 CONY. STRESS el(o" SECURE TRUSS TO 2X6 W/ KING STUD(S) SP-4 BLOCKING MID -WALL TOP 4 BOTTOM) 126 6 -8 3/4 T 4G SUBFLOOR Y•.�., .,, �� GONG. FILLED LINTEL �� .• ;,: PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)05 ROD GLUED 4 NAILED _ a EDGE I ;. 6" O. C. a IN FEILD }�a all CMU LFLR. JST. SIZE SEE FRAME PLAN TEXTURE FINISH 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4' `'::: •'. NAIL PER SCHEDULE 2�d FLR. STUD TO %� 1/2" CLG. BOARD 4 TEXT. 1/2" INSULATION 1st FLR. STUD —/ 2X4 DBL. TOP PLATE UJOO1) FRAME TO BLK. I/2" DRYWALL ------------= MSTA-3(o 32" O.G. �� _ ----IT---- I _ 1/2 DRYWALL 2X4 WOOD STUDS N I I I I I I WOOD BASE 2X4 CONT. STRESS I I I I I I BLOCKING MID -WALL II II NAIL PER SCHEDULE/ " � "X9" A.B. 32" O.C. B Q � 2X4 PT. PLATE SP-4 32O.G. � 5TUD1/2 I I I I I I BOLT PER FND. PLAN MIN. 6' EMBEDMENT CO Z o —1 Z 6 "X6" #10 W.W.M. GONG. SLAB (� 0 o OR FIBER MESH 4" 4" 2X4 COLLAR TIE 2X8 RIDGE } REINFORCEMENT TYP EXTERIOR OPENING IN FRAME 3 S CONY. _4 EVERY OTHER RAFTER i- z } V 2X6 RAFTS O O } �Q[ (J no 2 #5 CONT. u 1'-4" ? m TYP. WALL SECTION 2-STL.)M T 2-12d EVERY TRUSS INTERIOR BrzARING WALL IX6 NAILER 3-12d RAFTS 3-126 TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 7/16" OS I 1XO NAILER OR 1/2" PLY . 2-12d EVERY TRUSS BLK. 1-ST0RY (GABLE) MINIMUM WALL AND H AD;ER CONS. �RA1"�ING DETAIL/VA ��E�' STUID RQUIR1„«NTS zp� MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO $1-03 4'-I1 1/2' -t'-I1 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 r ��I'lll BAKERS CROSSING LOT#110 PHASE#2 IMONOLITHIC BLOCK DETAILS & NOTES DATE: 2 /10 /0 4 SCALE: 1/4'■1'-m' SHEET D 2 OF 5 # 1000 UFL IFT SIMPSOM MTS-12 W/1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)5IMP50M MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/-i 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -RUSS FINISH g LANDING 3 BOND BEAM TfRU55 ANC�4OfR DETAIL=RETFOFIT 9" MIN. LESS THAN 10" REQUIRES 1' NOSING DBL 2X12 FLOOR JOIST —" WITH 4 1(oO COMMONS NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO F5C 2001 2R+IT=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO66 SECTION DIA. TO 5E 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPA51 L I TY WINDERS- MIN. 6' WIDE w NARROW END MIN. 11' WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 1X2 PT.TOP OF BOX DBL. TOP PLATE 2X4 STUD l/I6' OR 15/32' O.S.B. W/-1/8' TEXTURED FINISHED OVER GALVINIZED METAL PAPER BACK LATH SIMPSON H-5 (MIN.) 2X4 TO TRUSS PRE. ENG. TRUSS 2X4 5TM. PLATE 3/4' PLYWOOD 2X12 TREAD CUT TO FIT - 1X8 RISER LESS THAN 4" TYP, II 11 II BETWEEN SPINDLES / II II II 5P4 OR H-5 TOP PLATE TO STUDS 2'-0' ABV. I0'-0' LEvEL TO ROOF OR 2'-O' A5V. HIGHEST RIDGE WITHIN 2'-V' I 101-0' FRAMED CRICKET HANE 1/2" G IX 1' NOSING TYP. m r STAID S CT f ON D TA e C; 441lNrz"'' DETAILS SIMPSON H-5 (MIN.) 0 2X4 TO TRU55 SECTION PRE. ENG. TRUE IX2 PT.TOP OF D5L. TOP PLA 1/I6' OR 15/32' Wrt/a' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK 1 GRIGKI=T FLAN VIEW FROM TRUSS DBL. PLATES ABV. 36" MIN. FINISH STAIfR WINDER DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 1/16' 0.6$. — (2) 2X4 "2 ND SYP DIAGONAIL 5RACl W/ 3-12d w EA TRU66 ( DIAGONAIL 5RACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS (A) Imd NAILS =A FEND TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' 055 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o-r- FIELD 2X6 PT. PLATE DOLT W/ 1/2'X9 A.B. COMMON (W/ 2' DIA. WASHERS) 32" O.C. MAX. I/2" CLG. BOARD TRUSS 24' oz. NAI CONY. RAT RUN TO INSULATION S 1-"5 REBAR CONY. tR�66 W/ (2) 12d a EA. TRUS R-19 IN 2X4 SPF RAT ADJACENT TO DIAGONAL 5RACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' 5RACE (I 'X' BRAGE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G�AE3LE END CROSS f5f;PAC f NG; 1- STOF�' _ rr� 2X4 SECURE TO 2X4 5LK W/2-12d SECURE TQ BLK W/ META-16 F — — 2X4X4' SECURE TO TRUSS W/ 3-12d 1 I 6'-8' O.C. MAX TYP. 1 7 2x4 5LK SECURE THRU TRUSS W/3-12de "PER EN'G'D TRUSS 24' O.C. MAX 1'-0 21-011 EXTENSION OFT SERVICE DR. N.T.S. METAL LATH 1/16" 055 OR12Xro TEXTURED 1/2" PLYWOODFINISH W/ 150 FELT (CONT.) 2X4 (CONT.) SIMPSON EXPANSION META-16 JOINT CMU'S TEXTURED FINISH TWO STORY (2) 2X4 02 ND SYP DIAGONAIL SRACE W/ 3-12d 6 EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 (BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS 2X4 SYP 6TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' -1/I6' 055 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2x4 W/ 3/13' X 5 LAG OR 51MP50N HTC-4 + 32' O.C. MAX SHEATHING NAILING TO BE O.G. IN FIELD 4' O.C.+ALL EDGES W/8d NAILS HETA-16' FLR JS' 1-S RE5AR 1/16" OS5 OR 1/2" PLYWOOD W/ 150 FELT 2X6 (CONY.) 2X 1=LOOR JOIST 2X4 (CONT.) 2" MIN. OVERLAP CAULK 5IMF50N HETA -16 CMU'S TEXTURED FINISH TWO STORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER " 15 FELT ON 1/16' O.S.B. — 1/2' CLG. 50ARD NAI CONT. RAT RUN TO TR55 W/ (2) 12d @ EA. TRUSS 2)14 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD IV O.G. MAX. 5TM. PLATE FLOOR ED S tRU6S� 4" O.C. INSULATION R-19 MIN. lullill La am I IMF w r 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' 5RAGE (1 'X' BRAGE tv CENTER) MONOLITHIC (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) eAE3L E END CROSS E3R,4C INe 2 = STORE BLOCK DETAILS & SECTIONS DATE: 2 /10 /0 4 SCAM : U4'■1'-®' SHEET 1 i 2004 D � OF 5 I 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8' FROM EACH END AND 18' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4" EMBEDMENT OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAP SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAP SIZE 8' FROM EACH E1 1/4') ND AND IS' PRECAST HEADER(MIN) O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/ 8' FROM EACH END AND 18' 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT EXISTING BLK ASV. OR DRIVE PIN (MIN SHANK 5IZE.145 LESS THAN MIN HEAD SIZE 300 2 X 8 (MIN 2 X 3) 2-3/16 TAPGON * I/4' TEXTURED FINISH MIN EMBEDMENT I I/4') Ifo' HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18' MIN HEAD SIZE 300 1/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 1/16" OSB SHEATHING 8' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-I/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.) OR DRIVE PIN (MIN SHANK 6IZE.145 1/16' 065 SHEATHING 2 X SOLID BLK'G a ARCH MIN HEAD SIZE .300 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END MIN EMBEDMENT 1 1/41) 2X4 BLOCKS GLUE 4 NAIL W/Sd'5 S'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. 8' FROM EACH END AND IS' CMU WALL IF NEEDED. MTL WDW FRAME O.C. MAX. MIN 1- 1/4' EMBEDMENT -7t -NOTE: NO GAP 6 WDW FRAME TO EXCEED 1/4' AF-,CP 4'� DETAIL 1(" AND UNDER, AF�GHUJA� [DETAIL GUTAUJA�- NAILING SQHE1DULE ALL NOTES IN REFERENCE ROOF DIAPHRAM TO FLORI®A BUIL®ING USE 1VI6' 0b9. OR I/1' PLY WITH 00 GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND -S GUN NAILS AT 6' O,C. AT Z X 4 (MIN 2 X TAPCON V / "� ®�E 2001 ] G ®0 1 INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. 3) 1-3/16 OR DRIVE PIN (MIN SHANK 51ZE.145 A PRECAST HEADER(MIN) ROOF: SHEATHING To GABLE END FRAME MIN HEAD SIZE 300 DBL. TOP PLATE USE re GIN NAILS . 4' O.C. MIN EMBEDMENT 1 1/4') 1/5' TEXTURED FINISH EXTERIOR SHEATHING SITE PLAN N®TES USE 1/I6' O.SB. OR 1/2' PLY WITH 'S GUN NAILS AT 6' O.C. AT 8" FROM EACH END AND IS' PANEL SIDES AND ro GUN NAILS 4' O.C. TOP 4 BOTTOM MORE THAN SECURE 2 X RIP TO FIT 1/16' OSB SHEATHING PANEL AND'S GUN NAILS AT 6' O.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-12d8 6'-S' O.C. MAX. INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 16' HIEGHT. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLE68 OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION OR DRIVE PIN (MIN SHANK SIZE:.145 ABV.10.5' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION I..IIAI I IC Aft CIYC 's/A/A 2 X 4 (WHEN OVER 16' IN HIEGHT.) NAIL REaUIREMENTS of FINISH FLOOR BLAB WITH SIGNED AND SEALED SURVEY. I III• nLrL VILG ✓Irilri MIN EMBEDMENT 1 I/4') 8' FROM EACH END AND 18'I O.C. MAX. MIN 1-1/4" EMBEDMENT 1/16' OSB SHEATHING I/4' TEMPERED MASONITE GLUE 4 NAIL W/Sd'5 8'-12' O.C. la t`I>=>=n�n 2 X SOLID BLK'G g ARCH SECURE W/2-12d EACH END ATTACHMENT PER MANUFACTORS SPECS. 912E NEAP LENGHT PIA TENSfL STIR, 3 O D AND RESTRICTIONS HAYING JURISDICTION 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. t , ..,_,._.-,.'- - A-' ---- -... . ...m.-. --. --A ad ROUNDMODIFIED OR T 1 1/8' .113 110,00m 10d 2 I/a' 129 '10f0-0 ' t�MTL WDW FRAME -..... ✓/ �{.yV�.JOI.rNj-IIYL:i I1SI�ICG/iIIVIV p.,-u i, Cl"+71'1NLL ti IN'VRI I IV �VVML 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16 O.C. MAX.(WHEN OVER 16 IN HIEGHT.) NOTE: NAILS TO BE MFG. BY MEMBER OF INT. COPES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND 2 DRIVE PIN (MIN SHANK 51ZE.145 jtNOTE= NO GAP g WDW FRAME STAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER2X4 BLOCKS O EXCEED 1/4' GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 15 TOWIG .BE MIN HEAD SIZE 300 �� 1. DESIGN AND LOADING PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. MIN EMBEDMENT 1 1/4') CMU WALL A ALLOWABLE 8" FROM EACH END AND 15' I I BUILDINGc DIESREQUIRMENT9 FOR REINFORCED CONCRETE ACI 31a PLUMBING NOTES �4 j O.C. MAX. MIN 1-1/4' EMBEDMENT I 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (FERWIND SPEED MAP) 1) SANITARY LINES SHALL. BE OF CAaT IRON, OR PVC (SCHEDULE 40) J( DETAIL 1 G II AND UF 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. /� 1/�i/-, 5. WIND EXPOSURE 'B' \C 6. INTERNAL PRESSURE GO -EFFICIENT 418 THRU -15 2) WATER LINES 8HALL BE CPVC. 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2(0(00 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 31B AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (2'i Ti:RE-E GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS 6) HOSE BIBS TO BE F'R't 3'c ED WITH BAGKFLOW PREVENTER C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR (o11, GRADE 40 d. DESIGN LOADS 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY L085 NOT TO A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER I(p EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, PRIM, AccEs6ORma, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER F=ROM BUILDER'S OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF. (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND r='LATED EQUIPMENT SHALL SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE FOOL C aNTRACTOR'S ENGINEERED SHOP DRAWINGS. 6. TRUSSES PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' RISER DIAGRAMS AND PLAN I-OCATIONS TO OWNER A. PRE-ENGINEERED WOOD TR 15SE8 SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WI'iH GRADE. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) No VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, 1. GARAGE DOOR RIDGES. y A. ENGINEERED FOR 120 MPH WIND +3 SEC, GUST. 12) SIZE AND LOCATION OF CLE1`,NOUT5 SHALL CONFORM TO FLORIDA B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 2001. A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 B. SHINGLE STANDARD ASTM 0-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. FOU NATION NOTECS 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING BLOCK NOTES PRESSURE. 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW GORE OR 801-ID UNIT SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM CIZO AND C145 AND SHALL DBL. TOP PLATE TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR HAVE A NET AREA cOMMPRE89lYE STRENGHT OF 1900 PSI. MORTAR DBL. TOP PLATE 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. g DBL. TOP PLATE AGGREGATE METAL ACCESSORIES I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE DBL. TOP PLATE 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER ro MIL VAPOR FOLLOWING: BARRIER OVER CLEAN WELL COMPACTED 7ERMITED TREATED SOIL. A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED 2X4 16' O.C. MAX. ALL COMERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS of AAL: A90. 2X4 16' O.G. MAX. MASONRY WORK, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH of FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY SECURE 2X4 1. DESIGN LOADS: IN ACCORDANCE: W/FLORIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK. TO WOOD W/2-12d 10 ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION SECURE 2X4 WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MA50NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL 6'-8' O.G. STAGGERED TO WOOD W/2-I2d a PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE: 2-S REBARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' O.C. 6 -8 O.C. STAGGERED BT. PLATE 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. USE CORNER BARS OR BEND REBAR LAP A I. REINFORCING STEEL SHALL BE No. S BARS. BT. PLATE MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25% SECURE 2X4 W/2-3/16' TAPCONS S. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A611, OR A706. MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16' TAPCONS i� t-A I OR DRIVE PIN (MIN SHANK SIZE.145 �RCW�� 10. FINISH GRADE ISH SLAB TO BE 8' ASV. FINISH GRADE MIN EMBEDMENT 11/4') OR DRIVE PIN (MIN SHANK SIZE .145 WITHIN 8' OF EACH END NOT TO I L_ I MIN HEAD SIZE 300 EXCEED 10' O.C.1 1AX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN S' OF EACH END NOT TO MIN. 2-12d PER BLK EA. END I/2" PLYWOOD EXCEED IS' O.C. MAX. OR 1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2" PLYWOOD MIN. 2-12d PER BLK EA. END OR 1/16" O.S.B. T 1P l CfP,, AfP,,C�4UJA� I _ 1 1 2004 i i I BAKERS ;ROSSING LOT#110 ?HASE#2 IMONOLITHIC BLOCK DETAILS NOTES DATE: 2/10/0 4 SCALE: V4101I-0' ZMEET D II OF 2 X 4: ® 2 X 4: ® •NOt1=• SECURE TO BLOCK SECURE TO BLOCK •NOTE• 2 X 4: CEO W/3/16' TAPCONS OR DRIVE U';/3/16' TAPCONS OR DRIVE SECURE TO BLOCK STRUCTURAL 2X MUST BE ON OUTSIDE 4 PIN (MIN SHANK SIZE.145 PIN' (MIN SHANK 6IZE.145 STRUCTURAL SECURED THROUGH MUSTUGH NON-STRUBE CTURAL OUTSIDE 4 W/3/16' TAPCONS OR DRIVE SECURED THROUGH NON-STRUCTURAL MIN HEAD SIZE .300 MIN HEAD SIZE 300 MEMBER (I'X OR -1/16" 0.58.) WITH PIN (MIN SHANK SIZE.145 MEMBER (I'X OR 7/16' O.S.B.) WITH MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') 3/16' TAPCON MIN_ 1-1/4' EMBEDMENT MIN HEAD SIZE 300 3/16' TAPGON MIN. 1-1/4' EMBEDMENT WITHIN 8" OF EACH END 4 WITHIN 8' OF EACH END 4 INTO BLOCK MIN EMBEDMENT I I/4') INTO BLOCK. 4r___1 15' O.C. MAX. SPACING. 1.�:' �a.C. MAX. SPACING. WITHIN 8' OF EACH END 4 IX4 P.T. OR 5/4' X 4' MIN. 2 X 6: ® 18' O.G. MAX. SPACING. SECURE THUR FRAME AND 2 X (o: ® SECURE TO BLOCK 2 X (o: CEM EXTEND 1-1/4' INTO BLOCK SECURE TO BLOCK W/2• 3/16' TAPCONS OR DRIVE SECURE TO BLOCK W/3/16' TAPOR DRIVE W/2-3/16' TAPCONS OR DRIVE PIN IMIN SHANK SIZE145 W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANKANK . SIZE.145 MIN HEAP SIZE .300 PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') 1/2' DRYWALL MIN "EMBEDMENT 1 1/4') MIN HEAD SIZE 300 WITHIN 8" OF EACH END 4 8 CMU MIN HEAP SIZE 300 I'X4' OR I'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") WITHIN S OF EACH END 4 MIN EMBEDMENT 1 1/4') 18" O.G. MAX. SPACING. WITHIN 8' OF EACH END 4 18' O.C. MAX. SPACING. WITHIN S' OF EACH END 4 --DOOR CASING IS' O.G. MAX. SPACING. 18' O_G. MAX_ SPACINGS. 2X8: NOTE: 2 X 8. ® SECURE TO BLOCK 2 X 8: SHIM AS NEEDED SECURE TO BLOCK W/2-3/16' TAPCONS OR DRIVE /2' DRYWALL SECURE To BLOCK DOOR JAMB TO PLUMB JAMB I/2' DRYWALL PIN (MIN SHANK SIZE.145 8' CMU--w", 'X4' OR 1"X2" P.T. NAILER W/2-3/16' TAPCONS OR DRIVE*iT"O /2' DRYWALL W/2-3/16' TAPCONS OR DRIVE 8' GMU PIN (MIN SHANK 51ZE.145 8' CMU —'X4' OR 1'X2" P.T. NAILER ATTACH TO 2 X p0 NOT EXECED 1/4'. 1"X4' OR 1"X2' P.t_ NAILER MIN HEAD SIZE 300 PER MANUFACTOR'S DETAILS. PIN (MIN SHANK SIZE.145 /16'O.S.B X (4' MIN.) �� MIN HEAP SIZE 300 !�!I EMBEDMENT 1 1/4') DOOR CASING MIN HEAD SIZE 300 'P.t. X (4' MIND DOOR CASING WITHIN 8' OF EACH END d MIN EMBEDMENT I I/4') %� / / MIN EMBEDMENT 1 1/4') 18' O_C. MAX. SPACING. WITHIN 8" OF EACH END 4 DOOR CASINCz �f WITHIN 8" OF EACH END d DOOR JAMB NOTE. DOOR JAMB NOTE: IS' D.G. MAX. SPACING. WINDOW � � / 4 OR / 18' O.G. MAX. SPACING. OR WINDOW SHIM AS NEEDED SHIM U NEEDED DOOR JAMBNOTE: TO PLUMB JAMB OR WINDOW TO PLUMB JAMB OR WINDOWSHIM AS NEEDED ATTACH To 2 X p0 NOT EXECED 1/4". ATTACH TO 2 X DO NOT EXECED 1/4'. ATTACPLUMB JAMB PER MANUFACTOR'S DETAILS. PER MANUFAGTOR'S DETAILS. PER TO 2 X DO NOT EXECED 1/4'. PER MANUFAGTOR'S DETAILS. (�)_FDOOF, J,4M5 TO E3L0C< +1=1/211 =DOO JAMS TO E3L0C< +1=15/1(o11 _ 00 J,4�15 TO E3LOC< +2 1/411 WINDOW TO E3LOC,< +1=1/211 JINDOW TO E3L0C WINDOW TO 5LOC +2 1/4"- 2 X 4-. ® 2X4: ® :%X4: SECURE TO BLOCK -NOTE- SECURE TO BLOCK SECURE T BLOCK •NOTE• 2-2 X 4: CEO W/3/16' TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE d W/3/Iro' TAPCONS OR DRIVE W/1/4" TAPCONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE d SECURE TO BLOCK NOTE, PIN (MIN SHANK SIZE.145 SECURED THROUGH NON-STRUCTURAL PIN (MIN SHANK 51ZE.145 PIN (MIN SHANK SIZE.145 W/1/4 TAPGONS OR DRIVE STRUCTURAL 2X MUST BE ON OUTSIDE d MIN HEAD SIZE 300 MEMBER (I'X OR 1/16' 0.5.B.) WITH MIN HEAD SIZE 300 SECURED THROUGH NON-STRUCTURAL 3/16' TAPCON MIN. 1-1/4' EMBEDMENT MIN HEAD SIZE 300 PIN (MIN SHANK 51ZE.145 SECURED THROUGH NON-STRUCTURAL MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4") MIN EMBEDMENT 1 1/4') MEMBER (I'X OR �/14' O_S.B.) WITH MIN HEAD SIZE 300 MEMBER (I'X OR 7/16' O.S.B.) WITH WITHIN 8' OF EACH END d INTO BLOCK 1/4 TAPCON MIN. 1-I/4 EMBEDMENT 18' O.C. MAX. SPACING. WITHIN 8' OF EAGH END d WITHIN 8' OF EACH END 4 INTO BLOCK MIN EMBEDMENT 1 1/4') 1/4' TAPCON MIN. 1-1/4' EMBEDMENT 15' O.G. MAX. SPACING, 18' O.G. MAX. SPACING. WITHIN 8' OF EACH END d INTO BLOCK 1V D.C. MAX. SPACING. 2 X 6: 2 X 6: ® 2 X 6: SECURE TO BLOCK SECURE To BLOCK MKI SECURE t0 BLOCK 2-2 X 6: W/2-3/16' TAPCONS OR DRIVE W/2-3/16" TAPCONS OR DRIVE SECU4' TAPCONS TOBLOCK K DRIVE SECURE TO BLOCK PIN (MIN SHANK SIZE.145 W/2-I/4' TAPCONS OR DRIVE P IN SHANK 51ZE.145 NOTE. NOTE: PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 SHIM AS NEEDED MIN HEAD SIZE .300 SHIM AS NEEDED MIN HEAD SIZE 300 PIN (MIN SHANK 8IZE.145 MIN EMBEDMENT 1 1/4") TO PLUMB JAMB MIN EMBEDMENT 1 1/4') TO PLUMB JAMB SIZE 300 MIN EMBEDMENT 11/4') MIN HEAP WITHIN S' OF EACH END 4 DO NOT EXECED 1/4'. WITHIN 8' OF EACH END 4 DO NOT EXECED 1/4'. WITHIN 8' OF EACH END d MIN HEAD EMBEDMENT 1 I/4') 18' O_C. MAX. SPACING. 18" O.G. MAX. SPACING. 2 X 8: 2 X 8: ® 15' O.G. MAX. SPACING. WITHIN 8" OF EACH END d ® S18' O_C. MAX. SPACING.ECURE TO BLOCK SECURE TO BLOCK 2 X 8: W/2-3/16" TAPGON5 OR DRIVE --1/2" DRYWALL W/2-3/16' TAPCONS OR DRIVE 1/2' DRYWALL 8' CMU 8' CMU SECURE TO BLOCK 2-2 X 8: PIN (MIN SHANK SIZE.145 I'X4' OR I'X2' P.T. NAILER PIN (MIN SHANK SIZE.145 1'X4' OR 1'X2' P.T. NAILER W/2-1/4' TAPCON5 OR DRIVE --1/2' DRYWALL SECURE TO BLOCK — —1/2' DRYWALL MIN HEAD SIZE .300 MIN HEAD SIZE 300 8' CMU/2-1/4' TAPCONS OR DRf MIN EMBEDMENT I I/4') PIN (MIN SHANK 5(ZE.145 1 X4 OR I X2 P.T.PtNAILER �8' GMU WITHIN 8' OF EACH END 4 —DOOR CASING MIN EMBEDMENT 1 1/4') DOOR CASING MIN HEAD SIZE 300 �1/16' O.S.B. X (4'MIN.) PIN (MIN SHANK SIZE.145 1'X4" OR 1'X2' P.T. NAILER WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 1'P.T. X (4' MIN.) IS' O.C. MAX. SPACING. 18" O.G. MAX. SPACING. WITHIN 8" OF EACH END 4 MIN EMBEDMENT 1 1/4') DOORJAMB DOORJAMB IS' O.G. MAX. SPACING. POOR CASING WITHIN 8' OF EACH END 4 OR WINDOW 2Np 2x SEGURE TO STRUGTUAL MEMBER OR WINDOW IV O.C. MAX. SPACING. DOOR CASING W/ (2) 12d WITHIN 8' OF EACH END POOR JAMB ATTACH TO 2 X 6" TO 8' O.C. MAX ATTACH TO 2 X OR WINDOW NOTE` NOTE: PER MANUFAGTOR'S DETAILS. PER MANUFACTOR'S DETAILS. ATTACH to 2 x SHIM AS NEEDED DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB ATTACH TO 2 X TO PLUMB JAMB PER MANUFAGTOR'S DETAILS. DO NOT EXI=CED 1/4', PER MANUFACTOR'S DETAILS. DO NOT EXECED I/4'. g=E)OOfR JAi�5 TO �LOC< +3" � _ �00 J�M� �O �� " _ �001� J�M� �� 0�� _ �/1� " � _ �� J�� /� II WINDOW O 0 11 UJINE)OUJ TO 5LOC, +3 11 WINDOW TO E3L0C< WINDOW TO OGKI� +3 3/4-"- (WI NON - STRUGTURA!_ MrMBrR TO OUT S I p r ) A A IMONOLITHIC BLOCK L TAAILS OTES DATE: 2/10/04 AT A all -ON SHEET F F5 OF 5 f