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HomeMy WebLinkAbout220 Clydesdale Cir 04-353 New SFHPERMIT ADDRESS GYO CONTRACTOR LAI PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER D R Horton - 6250 Hazeltine Nat'l Dr #102 - - Orlando, FL 32822 (407)857-9101 CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR r_ PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE SUBDIVISION ; .a PERMIT #®R&63 DATE PERMIT DESCRIPTION ZFe., PERMIT VALUATION ` p1 u SQUARE FOOTAGE ki `Q d d 4 J AI DESIGT1 CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- RES;IDENTIAL - GROUP R • CONSTRUCTION 'TYPE- vl • 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 DESIIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCED 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 STRUCTURiAL 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 FLOIRIDA 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 @ SLE_EPING AREA 30P:SF LIVE 10PSFDEAD FLOORS @ NON -SLEEPING' AREA]-40PSF.. LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 10PSF IDEAD DECKS-40PSF LIVE 10PSF DEAD) STAIRS-40PSF LIVE 10PSF DEAD) ROOFS-20PSF LIVE 17PSF DEAD) C. BASIC WIND SPEED MPH (M/S)= 120 D. INTERNAL PRESSURE CO -EFFICIENT=+ .18 E. BUILDING CATEGORY=B, USE IN#PORTANCE FACTOR' 1.0 ---- 5. LUMBER r _. 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 INDEX: PG C1 COVER PAGE PG 1 FOUNDATION/DOWEL PLAN PG 1A LINTEL SCHEDULE PG 113 WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3 2ND FLOOR PLAN PG 4A ELEVATION "A" FRONT/REAR PG 4B ELEVATION "B" FRONT/REAR PG 4C ELEVATION "C" FRONT/REAR PG 4D ELEVATION ;;D;; FRONT/REAR PG 5A ELEVATION A LEFT RIGHT PG 513 ELEVATION "B" LEFT/RIGHT PG 5C ELEVATION "C" LEFT/RIGHT PG 5D ELEVATION "D" LEFT/RIGHT PG 6A TRUSS PLAN PG 6B TRUSS PLAN PG 6C TRUSS PLAN PG 6D TRUSS PLAN PG 7 ELECTRICAL PLAN PG 7A ELECTRICAL PLAN PG 7B OPT COVERED PORCH PG D1 FND DETAILS GENERAL NOTES PG D2 CROSS SECT ONS PG D3 MISC. DETAILS PG D4 MISC. DETAILS 9 9 9 9 2__N� 8 7 9 f b12 11411111111 1110 www. drhorton. com CBC055300 6250 HHazeltineNationalnal Drive Orlando, P1. 32822 Tel: (407) 857-9101 Fax (407) 857-9229 I D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (407) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 i or"FIR"CEVON' Cjyy OFlj7AWORD J Lu I I 10, mp� BAKERS CROSSING LOT#74 PH#2 DATE:9/22/03 SCALE: 1/4'■1'-m' SKEET C 1 ®lp 7 �%P 2 3 2003 l t I •� Y, k I_ z k 1- 1 B ----- —� 1 40'_011 SC/ 41_311 91_011 I 19'-10" 4'-011 2'-1111 I 3 1/2" THK. 3 1/2' TNK. 4 1/2" CONC. SLAB GONG. SLAB O 1 W/ OPT. DOOR 21'-0" 2'-1011-0--—I 31_411 s I 3 1/2° p 13 - 10 I I I �Wc. , I I I D1 I I RECESS 3/4" B I _ _I D1 D1 EXTEND SLAB I� —1-1/2m11W/OPT.DR. ------------- — 30'-4'I I � 3 -10 5 -10 ® CENTER OF CENTER OF RECESS _ w w 2X4 WALL I 2X4 WALL I N ■ �r I 3 1/2" I ,� Lu w I I �' � ( TUB z� � I I I O'-o" ELEV. z p~ w N I FIN. GONG. SLAB I I p:3 - � 13 X -qzLv I D1 m I I 4 III } II-0 23'-0" 26'-311 _ I 13'-�" 1 } } Q L O4 CENTER OF ■ I I 2X(o WALL L_J Q II L I - — — — — — — — — — — — — Q �p 7 Z I'-GNA5E FOR j ; ■ U 1 1— OPT. ISLAND Q Q X �U m I I —1 IOPT I OPT. �n co LT. 4 PVC �— I W. CCHA!5E' RANL.FE r 7 I I 11 I 11 1 11 I II N I I 4 -il 2 -4 12 -1 — — i I OFT. I m ° N a m cD w 1 �� � 1 CIOUL 4q O EXTENDCOND (� � S D1 XzcA�u I LAB 21 3 1/2" -� 5 _ 2 20'-8" �3 16'-211 _ REGE55 3/4" 4 I m I m ® kS) N I 0 z - =W II N EXTEND SLAB C11 Q r 1-1/2" WOPT -j UJ � 0 DOOR. O E EV. ONL-I/ 24X24 CONC. PAD 2 � �0Q W/ 305's E.W. = SA U _ u 52 "X24"X12" z ■ I CONC. PAD (L D 1 m Ou 0 W/3 - 05 CONTF. O = _ (ON CHAIRS)) � MIN. 3" COVER TYP. r - _ ■ I � � ° I 1 1/2 "X5" A.B. EXTEND 32" O.G_ SLAB 1 D1 D1 (TYP) 11 SA D1 D1 4 11 —4 I/2" 1 _ 4 11 li - N CJ t ■ -3 1/2' 24"X24"X12" TNK. CONC. PAD W/ COPNC. SLAB 3 �'S'S E.W. 13'-411 MIN 3" COVER I'-4" 15'-811 II 8" 1/ '-011 _Q11 13'-411 ('8'-4" IS'-411 fl " �E LAV. a TUB II I I ---------- OOPT. OWNR.'S BATH ii ,.Pr,i,L�-arroN 1/2 "XS" A.B. EXTEND 32 O C • SLAB 1 1/2 I D1 (TYP) — — • 1'-8"• 3'-411 8"• 4" �— —I I N 3 1/2' � I 3 1/2" TNK. 1 ONC. SLAB 24"X2:7XI2" CONC. PAD W/ --�� 3 S'S E.W. MIN 3" COVER 2'-0" 22' - 411 / BAKERS CROSSING LOT#'7 4 PH#2 MODEL: 99 2 8 If 9 R99 BLOCK 99 4" SRC-• FOUNDATION DOWEL PLAN DATE:9/22/03 SCALE: V41MV-0' SHEET 1 OF 7 ��p 2 3 2003 e "s t �t )03 BAKERS CROSSING LOT#74 PH#2 MODEL: BLOCK 9) 4)) B R G . LINTEL SCHEDULE DATE: 9/22/03 SCAT : V4'01'-iV' SHEET IA OF 7 )03 BAKERS CROSSING LOT#74 PH#2 MODEL: BLOCK 9) 4)) B R G . LINTEL SCHEDULE DATE: 9/22/03 SCAT : V4'01'-iV' SHEET IA OF 7 BAKERS CROSSING LOT#74 PH# MODEL: 99 2 8 7 9 - R99 BLOCK 9' 4" B RG G. WINDLOAD CALCULATIONS DATE: 9/ 2 2/ 0 3 SCALE: V4101'-0' SHEET I B OF 7 SEP 2 3 2003 2 7B 1 A 1 KITCHEN � �4 N ' Q � Q Q N u m (: 2 KITCHEN li M I RR. 3 HALF BATH MIRROR \\ 4 OWNERS BATH KITCHEN BEYOND ARCHWAY J 1� I e (,�)�OPT. OWNR.'S BATH i I 13'-4" -1'_211 3 _4 CONC. PAD W/ DOOR OPTION PATIO I — / F_ i 25-6H 25-SH 8068 S.G.D. EGRESS EGRESS -\ --------- 25-SH OBS. F= } 04 V°T J I 14C.Acc. OWNER'S — — - _ �, BATH 7N S'-m' CLC. OPT. �t c4 3,-4„ � - FIREPLACE I 6' KNEE WALL —I r'I �I-1 FAMILY -1 OWNER' S'F P. I I � L ROOM SUITE m ° VAULTED CLG. SCARPET% IJ (CARPET) 04 I� 3 I I SITTING J cp I I a'-m" CLG. II (CARPET) -' 3'-2" 11'-2" 2'-6" 3'-�" 5'-8" �' 14'-0" m 8'-4" HIGH I I WALL I I OPT. W.I.C. 2'-6" DEEP I I ENTRY 2'- IO' PLANT SHELF �,'� I I OPENING A.F.F. ch J QI KITCHEN 10 e B ZH Wc. _ — J VAULTED mN ® a2 CLG. r I X ® OPT. W.I.C. ISLAND I _Q _ to ' 3'-1' - cp _-p-3 r— ,r,--, a GARDE I N d lot m �'-o° li'31-r1, 31_8ll I L°rt bf-T. II OPT.I ri t \- J I W. j 1/2 WALL W/ I I 5 OPT. RAN FE rOPT RAIL. A5V. LAUN. L__ — I REF. I O O I— 8 -4 HIGH WH. `CONDO WALL 3'-3" / m DINING ROOM, VAULTED CL Cz. (CARPET)01 L Q SHELF cfJ �i GARAGE N 8'-o" GLG. Q Z B LIVING ROOM VAULTED CLG. O -1 (CARPET) FOYER X 3-ELEVATION OPTIONS. �- i f__ - w0i SEE DESCRIPTION -1 O Q FOR WIN. TYPES. b (TEMP. m u cn MT X N d- d W/12 SID LITE 16' - o" X 1' - m" O.N. ------ ------------ 151 N — — — — — — — — — — — — — — — — — — — --- 1 4 W/ARCHED TOP I 1 -4 all (2) 26-5H -4 -0 5 _all16 -o ELEVATION-B-C (2) 26-51­1 13'=4" 8'-4" ELEV2V ONSD l W/ -I6" X Sl' X 2m" 4O'-o" TRANS A5V. 1ST. FLOOR PLAN i m SQ.FT. CALC.'S L IVINe (15T.) 1108 SQ. FT. LIVING; (2ND.) 11(o4 50, FT - TOT. LIVING 2812 50. FT GARAGE 401 50. FT. ENTRY - 21 SO. FT, IAT I 0 � 4 50, FT. TOTAL 3348 5a. FT. 01= T. LANAI 120 SQ. FT. EXTERIOR MA50NRY 1�111��1�111 : o c- / 21_41I > 25-SH OBS. Wc. 2-4 PKT. 5' -loll /J� 4' - 011 z 8 x OPTIONAL OWNER'S BATHROOM ° TUB LAV DESK m v A.F.F. m ll o ° °° 1R-1SH (6) OPT. OWNR.' S BATH H FLOOR PLAN -------------------- I ELEVATION 99 C------------------------------ FLR JST OR 2 X 12 <t 2 X 4 RE - INFORC ING EA. 2 X 12 STRINGER i SERCURE W/12d roll-8" O.G. (2) 3/4" PLYWOOD RIPS --(IF NEEDED FOR SOLID NAILING) KICK PLATE 1 1/4" TREAD GLUED 4 NAILED. 15R 6 -1.4" 14T e loll (3) 2 X 12 SYP STRINGERS J 2 X 4 PLATE STAIR%, DETAIL BAKERS CROSSING LOT#74 PH#2 MODEL: 9) 2 8 IT 9 - R" BLOCK 9'4"BRG. 1ST. FLR PLAN DATE: 9/22/03 SCALE: V41■1'-0' SHEET 2 of 7 S, S a' +i s �i k T' t1 ,II .F. 4 3050-SH 305m-5H Ct M J C1 M ) lei-8° li BAKERS "R®S S ING LOT#74 PH# 2 MODEL: " 2 8 7 ^ - R79 BLOCK 9'4"BRG 2ND FLR PLAN DATE:9/22/03 SC AT: V4181'-01 SHEET 3 OF 7 j $ �4 !!lltfff r� n`e i X T tr Sr er BAKERS CROSSING LOT#74 PH#2 MODEL: 992879 - R99 BLOCK 9 4 9 9 B R G o E LE VAT1O N C " DATE: 9/22/07 SC AT: V4' ■ 1'-Q�' SHEET 4 C or 7 ��l i BAKERS CROSSING LOT#74 PH#2 MODEL: BLOCK 9' 4" BRG. ELEVATION "C" DATE: 9/22/03 SCALE: V4181'-0' SHEET 5 C OF 7 v FLOOR FRANIINC> PLAN NOTE: * FLOOfR J0I5T TO BLK. SIMPSON HETA-16 e END 4 EVERY 32 " O.C. ON PAIRALLEL FLOOR JOIST. -- -BM. TO 13LK. HUGHES NFM 35X12 -\BM. TO POST l2)MSTA-24 POST TO SLAB 415U-6& PLAN NOTE: CONNECTORS TO BE SIMPSON U.N.O. *TRUSS HANGERS TO BE SUPPLIED 4 ENG'D. BY TRUSS CO. *TRUSS TO BLK ETA-1(o W/ (a) 1mdX1-1/2 *TRUSS TO WOOD MTS-12 W/ (14) 1mdX1-1/2 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-126 EVERY TRUSS / 1X(o NAILER-7 PRE-ENG'D. T aim M1 2-F 2XI2 (2JMSTA b>(b POST 5JB' x i' ANCHOR BOLT SIMPSON 24'x24'xl2' AB11-66 -66 3 I/2, CONS 6LA6 (�4 HIP DETAIL CONC.PAD—"-&& W/ 35'8 Elll CN ICl Al MR. 3' COVER 2X RIDGE} Oj O� IA(o O.S.B. -/ IX& NAILER --/- OR 1/2" PLY. 2-126 EVERY TRUSS CONY. FRAMING DETAIL/VALLEY D I I'o " O.C. 13. INISH 6 LL KNEE WALL DETAILC ENTRY ENTRY COLUMN DETAIL BAKERS CROSSING LOT#74 PH#2 MODEL: 99 2 8 Q 9 - R99 BLOCK 9p4))BRG TRUSS FRAMING PLAN- AS DATE: 9/22/03 SCALE: V4111■1'-0' SHEET 6 C OF 7 Ott- Z 3 2003 v. ,t` i pp 7 a, ILOT#74 PH#2 MODEL: " 2 8 ( 9 - R)9 BLOCK 9' 4" B R G. 1st FLOOR ELECTRIC DATE: 9/22/03 SCAr..E: V41011-01 :SHEET 7 or 7 SEP 2 3 2003 ELECTRICAL LEGEN1-) SYMBOL DEFINITION NOTE5 SYMBOL DEFINITION NOTE5 (I Il 110V OUTLET 4' LIGHT STRIP 110V OUTLET 1/2 OF OUTLET WIRED TO SWITCH FLOURECENT LIGHT WRAP AROUND _ 2' FLOURECENT GFf 110V OUTLET EQUIPED WITH GROUND FAULT INTER.UPTER _ _ _ _ 4' FLOURECENT & 220V OUTLET ® PANEL g METER WP GFI TCCCTTTT EXTERIOR WATERPROOF OUTLET OS.D. SMOKE DETECTOR SATT. BACK-UP ARDWIRE W/ INTER- CONNECTED SWITCH PENDANT LIGHT SWITCH 3-WAY OPERIt's � SWITCH 4-WAY OPER ® TELEPHONE JACK WALL MOUNTED LIGH A/C AIR COND. DISCONNECT rWH WATER HEATER DISCONNECT CEILING LIGHT Tv p TELEVISION JACK O 1 `JVP VAPOR PRO LIGHT CEILING FAN/l IGHT crZILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPE TON colRECESSED J CAN VENT_ FAN MIN. I CFM PER SQ. FT. FLOOD LIGHT VENT. FAN W/LIGHT MIN. I CFM PER $Q. FT. INTERCOM SPEAKER 2' LIGHT STRIP BAKERS CROSSING LOT#74 PH#2 MODEL: )92879_- R 99 BLOCK 9'4"BRG. 2nd FLOOR ELECTRIC DATE: 9/22/03 S C ALE: V41811-0' SHEET 7 AOF 7 0 i a( � I � rE� ;t t' R R st 3 of 3 .G "f 3 it „t ' tt a 3. 1 E r— BAKERS CROSSING LOT#74 PH#2 MODEL: 2879-111 BLOCK 9' 4" BRG. OPT COVERD PORCH DATE: 9/22/03 SCALE: V4owl '-01 SHEET 7 B OF 7 SEP 2 3 goo .I 1� t' S' t f i r� 2X4 DBL 2X4 MID -WALL SP-4 16" O_C./EA. STUD TOP PLATE MIN. �" EMBEDMENT 1/2" X 9" 2X4 MID -WALL BLKG ANCHOR BOLTS AT 3' O.G. BLKG 2 " ABV. CONC. ro"x(o" 010 W.W.M. #5 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.G. 2X4 MID -WALL 1/2" X 9" A.B. 32" O.C. Q PSI EPDXY 25" MIN. ABV. 6" EMBEDMENT 2X4 STUD 2X4 STUD 6 EMBEDMENT BLKG „ " # SLAB/6 MIN. EMBEDMENT 16 O.C. MAX. 16 O.C. MAX. 6 X6 10 W.W.M. II"x�° #10 W.W.M. 2X4 P.T. SP-4 16" O.C./EA. STUD _ SP-4 16" O.C./EA. BT PLATE 2X4 P.T. BT PLATE 2X4 P.T. BT PL 4TE co O O 0 (2) CONT. #5 REBARSF42� _ 2-05'S ON CHAIRS 1--HHHf-- } CONC. SLAB 4„ 4„ — CONC. SLAB I'_8 z CONC. SLAB — m 0 2 #S's CONT. 1'-011 3 #5'S CONT. 4 2 #5'S GONT. /4L7 101, 4 U TYP. RETROFIT FOR ALL m = 1 � OMITTED FOUNDATION DOWELS �' WOOD FRAI„IE FOOTING TYP. WALL SECTION INTERIOiz BEARING WALL_ � INTERIOR BEARING WALL INTERIOR BEARING UJ,4L=L=/NO l��L= f I=T BLK. SINGLE STORY 3 1/2" a HEAD OF GARAGE 3 I/2" '� HEAD OF GARAGE �--#5 DOWEL BARCONE SIDE /#5 DOWEL BARS #5 DOWEL BARS OVARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES 5/8" X' DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. -1 5/S" C B II ("X(O" #10 W.W.M. "Xro #10 W.W.M. CURB ro"Xrv" #10 W.W.M. 9 ANCHOR BOLTS AT 3 O.G. MIN# (o EMBEDMENT II 5/8 CURB II II ONLY IF UPLIFT ON WALL 6 X(o 10 W.W.M. r MIN (o" EMBEDMENT EXTEND 1 1/2 �m "x�" #10 W.W.M. 1L_ REcEss /2" O II o II U �� 2-#5'S ON CHAIRS m v C, W/2-STORY) ~' 1' -4" � � a o o � 2-#5'S ON CHAIRS �� 411 o o i SINGLE (3-5'6 W/2-STORY) (511 I,-0„ 3 #5''S ON CHAIRS 1 STORY 8 STORY - II 2 #5'S ON CHAIRS ]]-all TWO TWO THICKEN EDGE GARAGE CURB S�"OP INSIDE FTC_ AT GARAGE STEP-UP STORY STORY PIDE FTC. AT GARAGE STEP-UP 0'a` 2-5TORY BEARING WALL GARAGE pOOR RECESS /POOL GARAGE CURB �A GARAGE CURB TORY BEARING WALL CONC, SLAB OVER CLEAN, (3) # 5 RODS EA_ WAY ON 8° PR GMU � COMPACT TERMITE TREATED CHAIRS (MIN. 3" co < L, 6 MIL. VIS. VAO TOP CORD BLOCKING AT 4' _ �, (o"X(o" #10 W.W.M. O.G. MAX. IN FIRST 2 FRAMING 411 GARAGE SLAB INz SPACES AT EACH END. GRADE SLIDING DOOR TRACK cfJ cri RAFTER OR TRUSS m SLOPE CONC, cp ROOF SHEATHING 2'-0" TO FRONT(1/4"-1/2") CURB WALL all CONC. DRIVEWAY 0 0 0 AN1D ENDWALL BRACIN T c� FOR GABLE END FRAMING I I/2" � GARAGE 3 #5's CONT. -' 9 1/2" BEYOUND I'-8" 3" MIN. COVER z Q 24"X24" EXT. PAD GARAGE DOOR � SLAB AT" SL. GLASS POOR ;� OPENING 2-STORY FOOTING BUILDING LENGTH �p II II �I 08d GUN NAILS 04" O_C. 086 GUN NAILS II II II TOP 4 BOTTOM EDGES 6" O.C. IN FIELD 7r- @ �, fu , 4 POURED LENTIL TO BE II II o ; - a = uQtGONT. (TYP) OUTSIDE E3AR,5 REBAR ' 2X WALL FRAMING _ _ _ _ �I II II CONT INUOUS Z Q z Z U (3) 1/2 "XS" ANCHOR BOLTS Z lU z O , 8" CMU FELLED e1 or (3) 1/2"X8" J-BOLTS CELL (TYP.) �I MIN. (o" EMBEDMENT U U W/ 2 "X2 "XI/S WASHER AND -6 O � 0 T�I'P. EXTERIOR sN�,4Tl-1 f NCB EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP_ REBAR LAP @ ATTACHI„fENT FOR ROOF SHEATHING A IN JOINTS PRIOR TO FILLING. CORNERS @ 1 NOTE: (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) ���� � ���� T O ROOF MEMBER 2-#5's REBAR w I STORY &"-8" '@ EDGES 4 10"-12" IN FEILD 3-#5's REBAR a 2 STORY BOOR fNORMAfON EXTERIOR SHEATHING ATTACH" IENT POURED LENTIL FOR SHEAR AND UPLIFT o GONT. (TYP) (0.5.5. TO BE STRUCTUiRAL. GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE C�RO��UTED1D BEAM Z PRE -CAST HDR. SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS B _ 2X6 GARAGE DOOR BUCK W/ TIE TO HORZ. BARS � w o +od (3) 1/2"XS" ANCHOR BOLTS LTS a" MIN. M NT or (3 �1/2" " J-M�NT MIN. EMBED E 8" GMU FELLED W/ 2 "X2 "X1/S WASHER AND NUT SPAGED EVENLY FROM 8d GUN NAILS HORZ_ REINFO1�GfNG VERT_ REIF- CELL (TYP) - # FLOOR TO GARAGE DOOR HDR. 12" O.C. IN FIELD 6 NOOK IN GROUTED DELL , IN JOINTS PRIOR TO FILLING. 1-2x(o PT BLOCK 0 CENTER OF DOOR HEADER W/(1) (1) 1/2 "X8" ANCHOR BOLTS Z U GLEANOUT REGQ'p or (1) 1/2"X8" J-BOLTS z O ' FOR GROUT LIFT 6" EMBEDMENT _ _1a�' •, •; W/ 2 "X2 "Xl/8 WASHER AND NUT > S FT. UNLESS HORZ. RE INFORC1NG z_ (k FOOTING DWL 15 6" HOOK } NOT REQ'D. T1'P. FLOOR DECKING HORIZONTAL/VERTIC,AL REINFORCING O ATTACHI"IENT TO FLOOR JOIST EA. SHEET To BE GLUED AT ALL EXPOSED JOIST BAKERS CROSSING LOT#74 PH#2 IMONOLITHIC BLOCK SEP 2 3 2003 DETAILS NOTES DATE: 8 / 12 / 0 3 SCALE: V41■1'll SHEET Di OF 4 MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO S'-m' 4'-I1 1/2' -1'-11 1/2, AND UP NUM51=R OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGHT STUDS I 2 AT EACH END OF HEADER 3 2X4 SUB -BAND HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND a(SEE TRUSS PLAN 2X4 SUB -BAND Q FEILD STREAM CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING 2X6 SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS LAKE KEHOE,CYFRESS HEAD 2X6 SUB -BAND a 2X6 SUB -BAND 4'-0" O.G. MAX METAL LATH ALOMA WOODS LAKE KEHOE,GYPRESS HEAP ROOF TRUSSES LAKE KEHOE,CYPRESS HEAD WRAPPED/ALUM FINISHED FASCIA T SHINGLES WRAPPED/ALDUM FINISHED FASCIA 2 4 " O.C. WRAPPED/AOMA p M FINISHED FASCIA OVER #5LFELT OVER -I/16° OSB OR 1/8" TEXTURED -f/16" OSB SHEATHING 1/2" PLYWOOD FINISH ASPHALT SHINGLES. OVER #15 FELT R-19 INSULATION METAL DRIP EDGE ■— OR 1/2" PLY. W/ 150 FELT 71/16" OSB. SHEATHING FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2" PLY. ON #15 FELT OVER 3/4" T 4 G PLYWOOD 2X4(G0NT.) -1/16 OSB. SHEATHING SEE TRUSS ENG. -� ROOF TRUSSES TO BE GLUED (S CANE STRAPS METAL DRIP EDGE (SEE TRUSS PLAN FOR PROPER 24" O.C. 4 NAILED FOR CONNECTOR) XT- 2X4 DOUBLE P BOARD E LATE (YF.) 2X4 SFF STIFFBACK AT BRACING HETA-16 METAL DRIP EDGE LL UPRIGHTS OVER 4 -lsa O (U)#5 CONY. ALUM. FINISHED VENTED SOFFIT LINMEBLESTRAP 1X,2 PURR STRIPS EE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS Ilu ALUM. FINISHED VENTED SOFFIT 1/:2" CLG BOARD 4 TEXT. 1/8" TEXTURED FINISH 8" LINTEL BLOCK FILLED ° ° 1/22" DRYWALL ALUM. WINDOW OVER #15 FELT OVER -19 INSULATION SEE FLR./ELEV FOR DES. WOOD BASE (TYF.) TEXTURED -(/8"tEXTURED FINISH ON-i/l�o" O.S.B. SHEATHfNCz CMU'S PRE -CAST LINTEL FELT BARRIER OVER CaLUED NAILED OD OR 1/2" PLY �- FINISH ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY. - SEE FLR./ELEV FOR DES. SIILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM Zed FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD TEXT. ��� ����' PRE-CASt SILL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SfMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 1/22" DRYWALL OR MSTA-24 24" O.C. MAX_ AX SEE T UISS PLAN 2X4 NAILER (CONY.)pR SIZE 8" CMU R-4.2 INSULATION O (IT'S CONt. FOR lxC2 P.T. FURRING STRIPS FLR SETTA-1 , 1X2 FURRING STRIPS �'� BAND D E TA I L ALUM. WINDOW TEXTURED FINISH 1/4° SEE FLR./ELEV FOR DES. SILL WcOOp BASE 8" LINTEL BLOCK FILLED u 1/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYF.) PRE -CAST LINTEL OR I/2� FLY. FBARRIER z u " ALUM. WINDOW FLOOR JOIST/ PRE -FAB TRUSS 6 X6 #lm W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG_ BOARD 4 TEXT. O>R FIBER MESH SEE FRAME PLANS REINFORCEMENT FOR JOIST TYPE SP-4 32" O-C. STUD 2X4 D5L. TOP PLATE PRE-CASt SILL CONC. SLAB OVER CLEAN, " HETA-16"a 32" O. C. MAX 1/2 CLG. BOARD 4 TEXT -. 1/2 DRYWALL z GOMPAGt,TERMITE TREATED O (li#5 CONt. w z w SOIL OVER 6 MIL IS. VAPOR 0 I -4 8" CMU 8" LINTEL 5 OC��K IX2 FURRING STRIPS 2X4 CONY. STRESS 21�4 OD STUDS 2 �#5 GONT. BARRIER,W/6X6 '10 WWM BLOCKNG MID -WALL n u 7 TEXTURED FINISH 1/4" — 1/2" DRYWALL WOOD BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE Q ALUM. WINDOW SP-4 32" O.C. STUD 1/2 "X9" A.B. 32" O.C. �-,�� ��� SECTION SEE FLR./ELEV FOR DES. SILL (WHEN UPLIFTS roll EMBEDMENT E3L< ° ° „ „ # WOOD BASE (TYPJ GONG. SLAB 4�Ik ( ," 4" z 6 X6 Im W.W.M. PRE -CAST SILL CONC. SLAB 2 ma's CONT. z Lx 3 #5's CONT OR FIBER MESH w z w RE INFORCEMENT 1 1- 4 i1 m 0 1'_8" 8" cMU 6 MIL wIS j -STORM' VAPOR 5ARRIER N-EfR10fR 5EAfRfNG WALL TEXTURED FINISH 1/4' ASPHALT SHINGLES OVER T,I'P. WALL SECT ION NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON 7/16" O.S.B. O Q c� x DO NOT INSTALL CONNECTORS. SHEATHING OR 1/2" PLY 2"X4" BLOCKING FIRST TWO DAYS 2 - STOR�1' cif z t� 4'-0" O.G. h"lAX 6"X6" #lm W.W.M. 2X4 DBL TOP PLATE METAL DRIP EDGE. — � 2X4 SUB -BAND O O OR FIRER MESH - RE ENFORCEMENT CHASE GROVE S,W4VERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ CONNECTORS z z w FEILD STREAM FOR PROPER 2X6 SUB -BAND a BRACING (SEE TRUSS PLAN) N (3) #5'S CONY. LAKE KEHOE,CYFRESS HEAD ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE u no WRAPPED/ALUM FINISHED FASCIA 2!4" O.C. 1/2 DRY WALL ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS Ff RST FLOOR BLOCK 2X4 SFF STIFFBACK AT 101101 SECOND FLOOR FRAI IE -° o.S. ALL FRIGHTS OVER 4'-10" 2X4 lro" O.C. MAX (SEE TRUSS ENG. FOR SIZE) -I/S" TEXTURED FINISH HEADER (SEF, PLANS) OVER 15# FELT OVER 1/2" CLC-�. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 PT. 1/16" O.S.B. SHEATHING 2"X4" NAILER CONY, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE OR 1/2" PLY_ (2) LAYERS 1/16 SP-4 32" O.C. STUD 2X4 DBL. TOP PLATE ON OVE°. ME YVE' ,; •., M N. 6'gEMBEDMENT O.S.B.SECURE EA, LAYER HDR. STUDCS>/JACK(S) I/2 DR,1'IUALL " OF #15 FEL ;:.• : 2" DIA. WASHER 2x4 F.T. PLATE W/ ° W/2 Sd,S S"-12" O>.C. —B► '`' 32" O.G. MAX 1/2 "X9" ANCHOR BOLTS MAX. MIN. roll EMBEDMENT 2X4 WOOD STUDS #5 REBAR CONT. W/2" DIA. AT 32" O. C. 1/2" 2 9" _.M X J -BOLL LSTASTUD 12 T FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�l�o" O.C. SECURE TRUSS TO 2X6 W/ 32 O.C.MAX STUD TO NDR. KING STUD(S) SF-4 BLOCXING M1D-WALL TOP 8 BOTTOM) 12d roll -all 3/4" T 4C� SUBFLOOR CONC. FILLED LINTEL PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1)#5 ROD CLUED 4 NAILED 4" O. C. e EDGE 11111IqI . roll O. C. ,@ IN FEILD 8" cMU FLR. JST. SIZE SEE FRAME PLAN - +���•�� TEXTURE FINISH 1X2 P.T.. FURRING STRIPS SHEA`t LING OVER 2X4' R-4.2 INSULATION NAIL PER SCHEDULE 2no1 FLR. STUD TO 1 1/2" CLG. BOARD � TEXt. 1/2" DRYYWALL _ _ _ _ _ _ _ _ _ _ 16t FLR. STUD 2X4 DBL. TOP PLATE I.000D I=f:;, BLit. IT --I MSTA-3(o 321, O.C. 1/2" DFY WALL 2X4 WOOD STUDS I I I I I I 2X4 CONT. STRESS �l�" O.C. WOOD BASE I I I I I I BLOCKING MID -WALL 1 . E I I I I I BOI LTPPER ND. PLAN I I I I IER SCHEDULE/ SP-4 32" O.C. to STUD 1/211X9" A.B. 32" O.C. MIN. roll EMBEDMENT _D O /77 ro"x6" 4010 W.W.M. GONG. `J 0 o OR FIBfER MESH L B 4" 4" O 2X4 COLLAR TIE 2X8 RIDGE } O z REINFORCEMENT T"rf= EXTERIOR, O}=ENING IN FR,4„fE 3 � s GONT. 41 _g � = EVERY OTHER RAFTER w ? w 2X6 RAFTE O O o o lx I `w u m u 2 #5 CONT. u m T"rF. WALL SECTION 2-STOR1� 2-126 EVERY TRUSS INTER10R BEARfNG� WALL IX6 NAILER 3-12d RARE 3-126 t0 NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1X8 NAILER OR 1/2" PLY. 2-12d EVERY TRUSS BLit. 1-5TORM- (ABLE) MINIMUM WALL AND DEADER CONS, 1=RAM ING D TA I /V'T ter' STUD R OU I RMNTS BAKERS ;ROSSING LOT#74 PH#2 MONOLITHIC BLOCK DETAILS & NOTES DATE: 8 /12 /0 3 SCALE: V4'■1'-m' SIMET D 2 OF 4 -41 # 1000 UFL IFT SIMPSOM MTS-12 LU/1 10d TO TRUSS . AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL (2)SIMPSOM MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF F LU/7 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL rRUSS FINISH g LANDING 3 BOND BEAM TAP CONS MIN. 2" COVER 2" APART T1RUSS ANC�40fR [DETAL-R.ETfROFIT 9" MIN. LESS THAN 10" REQUIRES 1' NOSING DBL 2X12 FLOOR JOIST 3/4' PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBC 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 CR035 SECTION DIA. TO 5E 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE V NARROW END MIN. 11' WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX D5L. TOP PLATE 2X4 STUD 1/16' OR 15/32' O.S.S. Wn/5' TEXTURED FINISHED OVER GALVINIZED METAL — PAPER BACK LATH SIMPSON H-5 (MIN.) — 2X4 TO TRUSS PRE. ENG. TRUSS 2X4 5TM. PLATE 3/4' PLYWOOD iIX13 X12 TREAD // UT TO FIT RISER LESS THAN 4 TYP, II II II BETWEEN SPINDLES � II II II L' 5P4 OR H-5 TOP PLATE TO STUDS 2'-O' A5V. W-O' LEVEL TO ROOF OR 2'-O' ABV. HIGHEST RIDGE WITHIN V-(D' 10' - m' I FRAMED CRICKET HANE 1/2" G IX 1' N051NG TYP. � 4 r(1 37 r 15TAlfR SECTION DETAILS PRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA' 1/16' OR 15/32' W/1/5' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK 1 Q41t-rNE Tr DETAILS CRICKET SIMPSON H-5 (MIN. m 2X4 TO TRUSS SECTION 2'-5 -1/2 FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 3&" MIN. FINISH 5TAIF-, UJIND R FDTAL ASPHALT SHINGLES OVER " 15 FELT ON i/16' O.S.B. — (2) 2X4 "2 ND SYP DIAGONAIL BRACE W/ 3-12d 6 EA TRU85 l DIAGONAIL BRACE TO COVER 5-TRUSSE5 r 2X4 BLOCKING FIRST 2 BAYS 2)N'LS(ImdAIESEAMS TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' O5B 5HEAT14ING USE 8d NAILS AT 4' o.c. EDGE 4 (o' a.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.P. COMMOM (W/ 2' DIA. WASHERS) e 32" O.C. MAX. 1/2" CLG. BOARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d a EA. TRUSS R-15 MIN. 1-+'S RESAR CONT. 2X4 5PF RAT AID NT TO DIAGONAL BRAG. 0'-0" TO 30'-0' (1) 'X' _BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE m, CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G;A5LE END C Oe,5 5FACINGP 1-5TOF�,)"' LE� 2X4 SECURE TO 2X4 5LK W/2-126 _ SECURE LQ 5LK W/ META-16 2X4X�4' SECURE TO TRUSS W/ 3-12d 6'-B' O.C. MAX TYP. 2x4 5LK SECURE THRU TRU55 W/3-12de "PER ENG'D TRUSS 24' O.C. MAX 2'-0" 2-0"XTNsf ON OAT SfiPvIC DF,). N.T.S. METAL LATH -f/16" OSB OR 7/16" OSB OR 1/2" PLYWOOD FINISH TEXTURED 1/2" PLYWOOD LU/ 15# FELT LU/ 150 FELT 2X6 (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. HETA-16 JOINT OVERLAP CAULK GMU'S SIMPSON META-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO STOR'I' TWO 510R f FIRST 1-LOOR E3LOCK SECOND FLOOR FRAMING (2) 2X4 "2 ND 5YP DIAGONAIL BRACE TO C 2VER 5ATRU55E6 DIAGONAIL BRACE 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS 2X4 SYP 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' U5E,8d NASHEATHING L AT ING 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/5' X 5 LAG OR SIMPSON HTC-4 ® 32' O.C. MAX SHEATHING NAILING To BE 6'-W O.C. IN FIELD 4' O.C.®ALL EDGES W/8d NAILS ASPHALT SHINGLES OVER " 15 FELT ON 1/16' O.S.B. — I/2' CLG. BOARD TRUSS 2 " O.C. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d 6 EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. D5L TOP PLATE -2X4 STUD 16' O.C. MAX. -2X4 5TM. PLATE SUB -FLOOR 4AILED HETA-16' FLR JSiT TO BLK -- �_FLR TRUSS 1-"5 REBAR CONT. 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0' (3) 'X' BRACE (1 'X' BRACE tv CENTER) (2 'X' BRAGE DIVIDED EQUALY FROM GENTER TO END) GAE3LE ENE) Cf;P,055 5fP�,ACIN 2 =STOP BAKERS CROSSING LOT#74 PH#2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 8/12/03 SCALE: Almil-®° SHEET D 3 03F 4 v 4 19 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE 300 2 X 4: CEO MIN EMBEDMENT 1 1/49 SECURE TO BLOCK 8' FROM EACH END AND 18' W/3/16' TAPGONS OR DRIVE 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAP SIZE 3IDID 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON EMBEDMENT 1 OF EACH END1/!/4 1) MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SI30 IS' O.G. MAX. SPACING. 8' FROM EACH END AND IS' PRECAST HEAPER(MIN) MIN HEAD SIRE 1 1/4') 2 X 6: O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/ 8' FROM EACH END AND IS' SECURE TO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 EXISTING BLK ABV. PIN (MIN SHANK SIZE.145 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON • MIN HEAD SIZE 300 MIN HEAD SIZE 300 1(o' 1/4' TEXTURED FINISH MIN MIN EMBEDMENT 1 1/4') HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 1/8' TEXTURED FINISH WITHIN 0 �I/) OF EACH END4 8' FROM EACH END AND IS' MIN HEAD SIZE 300 O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 7/16" OSB SHEATHING 18' O.C. MAX. SPACING. 8' FROM EACH END AND 18' 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 1-1/4' EMBEDMENT 2 X 4 (IEN OVER V IN HIEGHT.) 2 X 8: OR DRIVE PIN (MIN SHANK 5IZE.145 1/16' OSB SHEATHING 2 X SOLID BLK'G w ARCH SECURE TO BLOCK --1/2' DRYWALL MIN HEAD SIZE .300 1/4' TEMPERED MA60NITE SECURE W/2-12d EACH END W/2-3/16" TAPCONS OR DRIVE 8° CMU - I'X4" OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 1/41) 2X4 BLOCKS GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFAGTOR'S SPEG'S. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND IS' MTL WDW FRAME MIN HEAD SIZE .300 DOOR CASING O.C. MAX. MIN 1-I/4' EMBEDMENT CMU WALL MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 NOTE: NOTE: NO GAP o WDW FRAME 18' O.C. MAX. SPACING. J, SHIM AS NEEDED DOOR JAMB To PLUMB JAMB TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXECED 1/4". C I I UJA� D T A j� l I` 11 AND I I I'� I D D E - A �C k UJA� IDTAIL C U T A W A� PER MANUFAGTOR'S DETAILS. /� -15 TO 5LOC< = j /4) 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON OR DRIVE PIN (MIN SHANK 5IZE.145 4 > PRECAST HEAPER(MIN) MIN HEAP SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4'J 7/8" TEXTURED FINISH 8" FROM EACH END AND 18' SECURE 2 X RIP TO FIT 1/16' OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN SECURE THUR FRAME AND W/2-12dS 6'-S' O.C. MAX. Igo' HIEGHT. EXTEND 1-1/4' INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.CWHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 5IZE.145 2 X 4 (WHEN OVER 16' IN HIEGHT.) PIN (MIN SHANK 6IZE.145 2 MIN HEAD SIZE 300 X SOLID BLK'G a ARCH MIN HEAD SIZE 300 I/2' DRYWALL MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END MIN EMBEDMENT 1 1/4") 8 GMU 1'X4' OR 1'X2" P.T. NAILER 8' FROM EACH END AND 18" REFER TO MANUFACTURING O.C. MAX. MIN 1-1/4" EMBEDMENT -1/16' OSB SHEATHING ATTACHMENT PER MANUFACTOR'S SPECS. DETAILS FOR SPACING. POOR CASING 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 471 2 X 4 16' O.C. MAX.CWHEN OVER 16' IN HIEGHT.) MTL WDW FRAME NOTE: 'N40TE: NO GAP lw WDW FRAME SHIM AS NEEDED OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS TO EXCEED 1/4' DOORJAMB TO PLUMB JAMB MIN HEAD SIZE 300 DO NOT EXECED 1/4'. MIN EMBEDMENT 1 1/4') !�- CMU WALL 8" FROM EACH END AND 18' A � C � I I I A � -� E T A I L C I I � /� I I I A � �` O.C. MAX. MIN 1-1/4' EMBEDMENT W �sl #mac W D O O F JAI 1 5 T C 5 L O C< 3/ /� 0 FR 5/4 A CHlJA"r [DETAIL 1(" AHED U - - - - -- NAILING SCHEDULE ALL NOTES IN REFERENCE ROOFpIAPHRAM TO FLOF9I®A BUILCINO USE lAb' O.SB. OR 1/2' PLY WITH'B CAN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND -5 GUN NAILS AT 6' O.C. AT �j 2 001 INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME - ...�_ USE '8 GUN NAILS 0 4' D.C. /� EXTERIOR SHEATHING SIT�AN NOTES -- USE 1/16' ObB. OR 1/2' PLY WITH -S C" NAILS AT 6' OZ. AT PANEL BIDES AND i8 GUN NAILS 4' O.C. TOP 4 5OTTOM PANEL AND IS CAN NAILS AT 6' OL. AT 1) LOWEST BLAB AT Li", Nci AREA SHALL BE MINIMUM 18' ABOVE INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. GROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THIS BUILDING 16 NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTUREfR CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION ABV, IOV MEAN SEA LEVEL. CONTRACTOR 64ALL VERIFY ELEVATION NAIL REQUIREMENTS OF FINISH FLOOR SLAB WITH SIGNED AND 6EALED SURVEY. _ - - LENGHT DIA. TENBIL STR - AND RE5TRICTIG145 HAVING JURISDICTION. MODIFIED 11/8' .113 Il0fd00 [MHI,�.AD - 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES 2 1/8' 12a - 110000 - OR OTHER SYSTEMS TO AN OFF-51TE DRAINAGE FACILITY. L,1 1 Akl�C Ae1wl� 1a01�ATl~ CI IAl 1 �tt' =M T/ 1 /v Al -- j �.__.._ �L_ry ii�R�, Div. NOTE: NAILS TO B OFF- T � CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND 5 L MEMBER ILMFG. AS SELECTED BY BUILDER. G E N E R A L NOTES 6) 8WIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 16 TO BE PERMITTED SEPARATELY BY ENGINFERFD SHOP DRAWINGS. 1. DESIGN AND LOADING - A. ALLOWABLE UNIT STRESS AND DESIGG CRITERIA: PLUMBING NOTE S ---- - I. BUILDING CODE REQUfRMENTS FOR REINFORCED CONCRETE ACI 318 - 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (1) AS APPROVED BY THE BUILDING OFFICIAL. 5. WIND EXPOSURE 'B' (2. INTERNAL FRE66URE CO -EFFICIENT 418 THRU -15 2) WATER LINES SHALL BE GPvC. DEL. TOP PLATE 2.A501�TLL3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC AOWABLE 601E BEARING PRE&SURE USED IN DESIGN 2000 P61 FOR B DBL. TOP PLATE CiBL. TOP PLATE CONTINUOUS WALL FOOTINGS. (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. DBL. TOP PLATE 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR BTRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 PAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREvENTER C. REINFORCING BARS SHALL CONFORM TO ASIM A615 AV& OR (oil, GRADE 40 2X4 16' O.G. MAX.LIN 4. DESIGN LOADS 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16' O.C. MAX. AIN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 EXCEED 41D WATTS PER SQUARE FOOT OF TANK SURFACE AREA. A. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL M 5. LUBER BE SELECTED BY OWNER FROM BUfl-DER'S OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE 02 BYP. ALL BTUP5 SHALL BE STUD GRADE SIFF. SECURE 2X4 A NN (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MA50NARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT &HALL SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED TO WOOD W/2-126 10 B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP PRAWINGS. SECURE 2X4 6. TRIJ56E6 PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' 6'-a' O.C. STAGGERED TO WOOD W/2-12d ID _ A. PRE-ENGINEERED WOOD Tf;dJSSE5 SHALL BE DESIGNED IIN ACCORDANCE WITH RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 6'-S' O.C. STAGGERED FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. BT. PLATE TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND 6EALEID DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 1. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/16' TAPCONS A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK 5IZE.145 III ^ C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16' TAPCONS Ai�CH WA-T- 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 2001. MIN EMBEDMENT 11/4') OR DRIVE PIN (MIN SHANK SIZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 Wi rHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 1 1/4') FOUNDATION N©TES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED 18' O.CMAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING BLOCK NOTES - MIN. 2-12d PER BLK EA. END I/2" PLYWOOD EXCEED IS' O.CMAX. PRESSURE. OR 1/16' O.S,B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SECURE TO SHEATHING W/ I/2" PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM 090 AND C145 AND SHALL MIN. 2-126 PER BLK EA. END OR 7/16" O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA COMMPRE661VE 6TRENGHT OF 1900 P61. MORTAR 3. GONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4, MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. T I 0 A C I If U A� W/ UJ�� I�, D 0 AGGREGATE METAL ACCESSORIES I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE � �I f I I I I W 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK coNCR!£TE OVER 6 MIL VAPOR FOLLOWING: BARRIER OVER CLEAN WELL COMPACTED TEFMMITED TREATED SOIL. A. ABTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ABTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. I 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. A6TM 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 ALL CORNERS AND OPENINGS GREATER THAN 16'. TIE VERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL HORIZ. BARS AND LAP VERTICAL BARS TO DOIWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS AA90. MASONRY WORK, GENN ERALAL:: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'X2'Xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINT& FOR SOLID MA50NRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIPA� BUILDING CODE 2001 MA-50NRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CON&TRUCTION WIND LOADS: IN ACCORDANCE W/FLORID/A BUILDING CODE 2001 WHEN MABONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT S. FOOTING REINFORCING SHALL BE 2-"5 RE15AR16 1-5TORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G. 3"-5 REBAR 2-STORY. OUTER BAR MUST BE COONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. USE CORNER BARS OR BEND REBAR. LAP A I. REINFORCING STEEL SHALL BE NO. 5 BARS. 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'. 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED FIN15H GRADE IN ACCORDANCE WITH ASTM A615, A616, A61T, OR A106. ' 10. FINISH SLAB TO BE 6' ABv. FINISH GRADE BAKERS CROSSING LOT#74 PH# 2 IMONOLITHIC BLOCK DETAILS NOTES DATE: 8/12/03 SCALE: V4'■111-1011' SHEET D401v 4 EP 2 3 2003