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Home My WebLink About232 Clydesdale Cir 04-45PERMIT ADDRESS CONTRACTOR D R Horton ADDRESS 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 CBC 055300 PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR — PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE ► : DIVISION � LLIt; PERMIT # 4fI57 " DATE PERMIT DESCRIPTION PERMIT VALUATION 17.3" SQUARE FOOTAGE I Zh�b d En 4 14 I® DESIGN CR,ITE]RIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY— RESIDENTIAL - GROUP R • CONSTRUCTION TYPE- VI • 1-STORY RESIDENCE: BLDG HGT 19'-7)) 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 REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 12001 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 O SLEEPING AREA 30PSF LIVE 1OPSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE I OPSF ' DEAD BALCONIES-40PSF LIVE 10PSF 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 INDEX: PG CI —COVER PAGE. PG 1—FOUNDATION PLAN PG IA —DOWEL LAYOUT PG 113—LINTEL SCHEDULE PG IC —WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION "A" FRONT —REAR PG 3B—ELEVATION"B" FRONT —REAR PG 3C—ELEVATION"C" FRONT —REAR PG 4A ELEVATION"A" LEFT —RIGHT PG 4B—ELEVATION"B" LEFT —RIGHT PG 4C—ELEVATION"C" LEFT —RIGHT PG 5A—TRUSS PLAN "A" PG 513—TRUSS PLAN"B" PG 5C—TRUSS PLAN"C" PG 6—ELECTRICAL PLAN PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC DETAILS PG D4—CROSS SECTIONS R www. drh,_...nrton. com CBC055300 6250 HsLzc=..1tinc=..," National Drive Orlando, FL. 32822 T4&1: (407) 857-9101 Fax: (407) 857-9228 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 BAKERS CROSSING LOT #68 PHASE #2 DATE: 9/17/03 SCAT : 1/4121'-0' SHEET C I op, 6 Q �ui,w- U�wuJ CR 6-) X z XD �r- N DOWELPLAN ----------------------- DOIM1'1CL PLAN @ ENTRY ELEV. "C" 10'-011 I�— — — — — — — — — — — — — — — — — — — z'-4" �'-211 �i 21'-0" 3'-8° OPT. 2-0 0 DOOR W/ CONC. PAD 2-811 D1 - ' — ; I I T-13 I/2 N I I I I I �Wc. I I I I I I Wc., I I sHWR. CONC. Q III 5LAB --� I I OPT. C I L J V IsHOWE�Z i LiLI z�ll - D1 I m 0- -3 1/2 O DI T*I'P. I I L-- I � = O coI I I O I I OFT. I I r I TUB i I P I OPT. � ■ I m 14'A J � l�'a � � ■ I I ALA-V,', �A-V,'� \ � / ■ DI 10 EXTEND II SLAB 1 1/2 28'-�" I -5" 2'-6" 5'-1" '-2" I I I I I ---_i 0 -0 ELEV. �—-----------------� FIN- CONC. 5LAB I OPTIONAL m = 0'-011 ELEV. ■ ® NEJlb� �AT� FIN. CONC. SLAB = 1 D 1 co 3 1/2" CONC. REINFORCED - m — W/6"X6" 4*10/10 WWM ON 6-MIL. O ( 5 r I- VAPOR', BARRf ERA ON WELL -COMPACTED I ■ t I B TYP. 1 CLEAN TERMITE TREATED FILL OR Q I I APPROVED SUBSTITUTE, I I D1 pl DI ■ L — J EXTEND (RECRUIT SYSTEM) j�j — — — — I SLAB 1 1/2�] Ilzl I OFT I ■ i ■ ■---- ® — ■ ■� 1101I �I_011 16'-211 i 13'-4" 5'-8" G/ ■ CENTERIIOF 2X6 WALL CENTER OF U w 3 1/211 L 2X6 WALL I > (3 ► _ S AB F— -3 1/2 ° ■ 1 II I OPT. I r--� , 0-qL 6, IRANGEJ II I REF. I IIOPT.I I I -4\1 Z—Z 24X24X12CONC. PAO I � — — � � U I W/3-"5 BARS E.W.(ON CHAIRS) I 1" P.V.G. Dr — — -� Q MIN. 3' COVER m WATER HEATER IN Z w I (3)TYP. CHASE i OFT. i I I Luc. 5AFTEY PAN ■ X ■ L--J Li' � 5 I wUU NZC " I 20'-6 EXTEND T SLAB 1 1/2" ^`�' 31_/ m��j fCl I TUB �WH. ENT Y ELE�TV® 79 C 79 r I ;__ A/C"411 4" P.V.C.J I 1 19' -10" � 3' - 0" 31/2 CHASE ■I I = 0'-0" ELEV. I I m m FIN. CONC. 5LA I OPT. — T- - — I m 5 I = I OPT. 2 -a D 1 - DOOR W/ CONC. PAD ■ B TYP. DI 9.11 ■ 24"X24"X12" GONG. PAD W/3-S BARS E.W.(ON CHAIRS) MIN. 3" COVER EXTEND a I SLAB 1 1/2" DI a" _all 191-101, - 3 1/2" I 11 8 ■ CONC. ■ -3 1/2" SLAB 9'-0" 1'-1011 39'-8" -4 1/2" J 1' -1011 N �11111' BAKERS CROSSING LOT #68 PHASE #� MODEL 99 1 7 4 R9 9 9 4 99 FOUNDATION DOWEL PLAN 00 DATE: 9/17/03 SCALE: 1/4'=I'-0' SHEET 1 or 5 IBAKERS I CROSSING LOT #68 PHASE #2 F17 DEL: 4 R9 9 4 99 L, . TNTEL SCHEDULE MEMMOO DATE: 9 /1'7 /0 3 SCALE: I/4'=I'-®' SHEET IAOF 5 M-1 i i 3AKER5 I BOSSING LOT #68 rOHASE #2 MODEL: 99 1 7 4 R9 99 499 WIND LOAD CALCULATIONS DATE: 9 /1'7 /0 3 SC AT 1/4NMI '-0' SHEET I B of 5 SQ.F Jl . CALL. S LIVING GARAGE LANAI ENTRY 11&0 430 10 22 60. 50, 50. 50, FT. FT, FT. FT, TOTAL ENTRY FLEA. TOTAL 2290 "C° 07 23ae 50. 50. 50. FT, FT. FT. KITCHEN `V A 36 " REF. 00 O p o0 SPACE 0 � � RANGE / @KITCHEN --------------- _ =__=__— I FOYER 1 (2) 25-SH W1 I 68" x 9i" x 18° ELIP.TOP (ELEV.A) ELIP. TOP (ELEV.-A) 6I8" x 18" (ELEV.S4G) (2) 26-5H (ELEV.-54C) TEMP. MT. TEMP. (2) 1'-0" SL. W/ TRANSOM ASV. BARREL CLG. 10' - 8 11vl� cm 6 X6, POST (3)T` F. 111-1011 20'-6" ---------------------------- ENTRY ELEV® 99 c 919 ill I ' cp 11 7� //��' 39" '-8 10'-011 29'-Qll ,I_411 8'-8" 18'-911 -11-311 31-811 J @ @ 81-411 71-all 21 QII 101-011 v -8 CCII CONC. PAD W/ DOOR OPTION---- 25-5H 25-SH EGRESS EGRESS I s j oe6H p i I wC. OWNERS I m = ► BATH LANAI O I OWNERS SUITE I OPT. 9'-4' GLG. I LAV. 60(o8 S.G.D. (CARPET) I o � I m 0 po `0 co If w — — — — — — — — — — — — ---- TF m �s W.I.C. I� e NOOK 13'-4' CLG. I \S) (CARPET) I N 14-0 5F. rOPT. 2' X 411 12'-10" I 5K1'LITE I 51_611 wl e z l FAMILY m I m �I ROOM a # w � BDRM. 2 ' LU 9'-4" GLG. (GARPET) m (CARPET) LU �QJ KITCHEN I ---- 0 I �� 9 -4 GLG. I r 1 OPT. 2 X 4 SKl'L ITE cv cn r1,' m ® I ISLAND I I OPT.L----J - 12'-3" RANGE — — — —r I R�.F. I r MG. � BDRM . 3 - - L — — —-' 0 9'-4' GLG. nl O O — `" — LAUN. _ ° 6 HALL (CARPET) Q1 ARC+ 9'-4" GLG. BATH 10'--11' lollO-24-4-06��t 5-0 DINING I r = ;+G AGG. 5F. ROOM L _ — _J 1R1SN N m (GARPET) I//� MT. OPT. PLANT A c SHELF 1@ S'-0" A.F.F. 54" I I r 22" X -1 ICOND� 1R-1SN I ATTIC 1/ �1��1 1 2-m 5F.—ACCEss— J W/ OPT. PULL DN. STAIRS 9'-711 4'-011 3'-3" 20'-211 J LIVING ROOM 9'-4' CLG. (CARPET) FOYER (2) 25-SH W/I 68" x 12 x 18" ELIP. TOP (ELEV.-A) ELff .TOP CELEV.A I68 x18 CELEV.54C (2) 26-5H W1 I �8 5EE ELEVATION (ELEV.-5) MT_ — (2) 1'-0" SL. W/ TRANSOM A5V. GARAGE 9'-4" cLG. 1 16'-0" X 1'-0" O.H. FRAME A5V. 10 1'-411 III-01I �IQII 13I�11 161��II 20'-011 FLOOR PLAN OPT. 2-0 DOOR W/ CONC. PAD N I 9 -A M IRROR \� 011'NE 01 HALL BATH 4 iH3-SN OBS 4'-3' Wc. yl_,l1 - OPTIONAL OWNERS ?s BATH TU5 OPT. 9'-4" GLCa. DECK b" LAV. LAV. OPTIONAL OWNERS BATHROOM 411 4111 /(ll 41 = all 6 ARCH O EXTERIOR . . — WALL .:- 111111111111 ■■■■■■■■■■ �111111 BAKERS CROSSING LOT #68 PHASE #2 O DELo 9 9 4 99 FLOOR PLAN d DATE: 9/17/03 SCALE: 1/4'■1'-O' SHEET 2 or 5 0 BAKERS CROSSING LOT #68 PHASE #2 MODEL: "174 R" 9 9 4 99 ELEVATION > > A" DATE: 9/17/03 scAT : 114'■I'-0' SHEET 3 A or 5 I -_ M L K PEA1)ER SPAN CPART SINGLE &TORS APPLICATION SIZE CLEAR &PAIN DBL 2X(o D5L 2X8 D5L 2XIO D5L 2X12 UP TO 5'-4-" 5'-4" TO -I'-.O" 1'-0" TO 10" -O" 10'-0" AND OVER TLUO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPA',N D5L 2X( DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-O" 5'-0" TO ro' -4" 6'-4" TO 8"-0" 5'-0" AND OVER 4X4 PO5T=(2)2X4'S NAILED WITH 12d"-8" Q.C. STAGGERED 4X(o PO5T=(3)2X4'S NAILED WITH 12d (o"-V O.G. STAGGERED SECURE WALL TO 5LK. 2X4 WALL W/ CONT. W/ 1/2"xV A.E3. EACH SHEATHING TO 5RG. END (4-TOTAL) SECURE WALL TO 5LK. W/ 1/2"x&" A.B. 32" O.G. TRUSS PLAA *CONNrzC_rOR5 TO 15E 61l IPSON U.N.O. *TRU5,5 H ANCl E RS TO 5E SUPPL I EF,) s ENCZ17D. 5� TRuss CO. *tRL�66 TO BLit 1~'IET,4= fro W/ 12 =106 *TRUSS TO WOOD 1 ITS -12 W/ 14 10ol x 1/2 " 4 M L K 2X4 COLLAR TIE EVERY OTHER RAFTER 2X(o RAFTE 2-12d EVERY TRUSS / 1Xro NAILER-75 J z_ 2X8 RIDGE} C) O 1. 0y 3-126 RAFTER TO NAILER 1/16" O.S.B. 1X8 NAILER --/— OR 1/2" PLY. 2-12d EVERT TRUSS CONY. ]FRAMING DETAIL/VALLEY D5L. TOP PLATE :) 1(0" O.C. E3. IN15H 6 ILL KNEE WALL DETAILC�ENTRY V, � HIP DETAIL ACCUSP BAKERS CROSSING LOT #68 LwOHASE #2' MODEL: 9 1 7 4 R" W-4" RUS S P ]LA DATE: 9/17/03 SCALE: 1/4' ■ 11-01 SHEET 4ABOF 5 ELECTRICAL LEC3END 5`I 501_ DEFINITION NOTES IUDV OUTLET OUTLET 110V OUTLET WI WIRED TO 5WITCN EQUIPED WITH 110V OUTLET GROUND FAULT GFI INTERUPTER �f /I I n ��EXTERIOR 220V OUTLET GROUND FAULT GFI WATERPRO OUTLET INTERUPTER SWITCH �g SWITCH 3-WAY OFFER �4 SWITCH 4-WAY OPER. WALL 9 MOUNTED LION � , �( ( )CEILING LIGHT (0 VAPOR PRO MVP LIGHT �Ol RECESSED CAN I CFM PER VENT. FAN 5Q. FT. VENT. FAN I CFM PER W/L IGHT 5Q. FT. 0 0 0 0 2' LIGHT STRIP 4' LIGHT STRIP LIGHT RAf' AROUND 2' FLOURECENT — — — 4'FLOURECENT ® PANEL METER SMOKE GATT. BACK-UP O W/ HARDWIRE DETECTOR INTER- CONNECTED PENDANT L IGHT TELEPHONE ® JACK WATER HEAT. pH DISCONNECT AIR. COND. A/G DISCONNECT TV. TELEVISION JACK CEILING FAN/LIGHT CEILING BOX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED A5 SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER NOTE OPT. LIGHT — — —� 4 SWITCH W/ OPT. DOOR Qly 1 . I OPTIONAL OWNERS BATH I �0 OPTIONAL OWNERS BATHROOM FAN, FHONE, 4 CATV LOCATION TO 5E DETEF,IIINED 5�' 5U'-ER AND 5Uf L- )EFR AT THE Ff;P,ECON&TfRUCTION MEETING. OPT. LIGHT / 4 SWITCH W/� II OPT. DOOR WP. GF 1 1ELECTi,1CAL PLIL.V LOC. OF T.V. AND PH. OUTLET5 4 FAN TO 13E VERIFIED oHOMEOWNER PRECON5TRUCTION MEETING NOTE: *ALL RECEPTACLES IN 5LEEPING ROOMS TO 5E ARC FAULT.(NE C 210-12 ) NOTE: o20 AMP DEDICATED LAUNDRY CIRCUIT. 2 VTR J 211 11/2" �I \ �1 1/2" WC. PLUNISING KISEIt DIAGRAn4 METER FIELD VERIFY ELECTRICAL PLAN MAIN 3" VTR 3° 1 1/2" VTR V 1/2" OI'__'T.OWNERS BATHROOM PL[JMBIVG RISER DIAGRAM 150 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D 150 AMP. MAIN DISC. SERVICE BY POWER CO. 410 ALU. CABLE TYP. A/C 150 AMP DISC' INSIDE PANEL r12 COPPER TO LIGHTS 4 OUTLETS 010 COPPER TO WATER HEATER 05 COPPER TO RANGE 04 COPPER TO 5/5' GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTRWICAL RISR13\1 NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. BAKERS .ROSSING �ll� r7IQ11m 9 �`� 9 9 1 49 R �j5 499 ]ELECTRICAL PLAN 00 DATE: 9/17/03 SCAIzE: 1/4'=1'-®' SHEET 5 or 5 5P-4 1(o" O.C./EA. STUD 2X4 DBL 2X4 MID -WALL TOP PLATE 2X4 MID -WALL BLKG MIANCHOR BOLTSNAT 3' O.S" BLKG 2 " ABV. CONC. C. 0"X6" #10 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.G. N ��PSI EPDXY 25" MIN_ ABV. /Q" EMBEDMENT BLKC-� 0" EMBEDMENT 2X4 STUD 2X4 STUD SLAB/6 MIN. EMBEDMENT 1�" O.C. MAX. 1(0" O.C. MAX. `4ro "X6" #10 W.W.M. "X 0 " #10 W.W.M. 2X4 F.T. co II SF-4 I�" O.G./EA. STUD- BT PLATE 2X4 P.T. BT PLATE SF-4 l�o" O.G./EA. STUD 2X4 P.T. BT PLATE _ / o0 (2) CONT_ #5 REBARS 1 _4 �z - _ = 1-4 II 2 #5'S ON CHAIRS } 4° 4" Q 4 1 -8 4" Z 0 CONC. SLAB 4" 4" � CONC. SLAB = coNc. SLAB � �� m m 2 #5's CONT. _ 3 #5's CONT. 2 #5's CONT. _ U TYP. RETROFIT FOR ALL 1 0 m = 1 0 TYP. WALL SECTION � A OMITTED FOUNDATION [DOWELS m WOOD>=f�'AME FOOTING; INTERf OR BEARING WALL INTERIOR BEARING WALL �i�1TERIOR BEAfi�ING WALL/NO UPLIFT � BLK. SINGLE STORY 5TOR,1' � 2A 25 3 1/2" HEAD OF GARAGE 3 1/2" � HEAD OF GARAGE �--#5 DOWEL BARCONE SIDE #5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) DIM VARIES (VARIES lllfTl-I• SLOPES OF DOOR IF NEEDED) �� DIM VARIES 7 5/S° � 9" ANCHOR BOLTS AT 3' O.C. -1 5/8" CU.�B II (0"X(0" #10 W.W.M. 1 5/8" CURB II (O"X6 " #10 W.W.M. CURES II 6 "X(0" #10 W.W.M. 9 ANCHOR BOLTS AT 3 O.C. MIN io" EMBEDMENT � N ONLY IF UPLIFT ON WALL 6 "X6" #10 W.W.M. III MIN ro" EMBEDMENT EXTEND 1 1/2 m (0"x� " #10 W.W.M. z II II 1L_ RECESS /2 i } } 2-#5'5 ON CHAIRS m O G=9 (3-5'S W/2-STORY) 7 ON CHAIRS 1-4 0 0 �, o o. o -" 4" SINGLE (3 5 S 2 STORY)71 SINGL 8 4" `Y' 1 _a 3 #5'S ON CHAIRS STORY STORY 1 -0 2 #5'S ON CHAIRS 1 _g 1'-8" TWO Al TWO TI�fCKEN EDGI= GARAGE CURB STOP ?2-STORY IDE FTG. AT GARAGE STEP-UP STORY s ORY I )_ NSIDE FTCx. AT GARAGE STEP-UP & BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB I -STORY BEARING WALL DOOR RECESS I (D�L I CONC. SLAB OVER CLEAN, IL COMPACT TERMITE TREATED (3) # 5 RODS EA_ WAY ON 8" CMU SOIL, (o MIL. VIS. VAPOR CHAIRS (MIN. 3" COVER) —�TOP „ # O.C. MAX.CORD BLOCKING FRAMING N 6 X6 10 W.W.M. 411 GARAGE SLAB Z SPACES AT EACH END. GRADE SLIDING DOOR TRACK = m m SLOPE LONG. � � RAFTER OR TRUSS 2'_0 TO FRC)i'�lTC1/4"-1/2"� ROOF SHEATHING LAYOUT ROOF SHEATHING 1 1/2 CURB WALL 8" GONG. ]DRIVEWAY o o AND ENDWALL BRACING _0 GARAGE 3 #5's CONT. FOR GABLE END FRAMING 9 1/2 BEYOUND 1 _8„ 3" MIN. COVER z Q 24"X24" EXT. PAD SLAB AT SL. GLASS DDOR GARAGE DOOR v v � �� 11 OPENING 2-STORY FOOTING BUILDING LENGTH #ad GUN NAILS e4" O.G. #8d GUN NAILS e II II II TOP 4 BOTTOM EDGES e &II O.G. IN FIELD II II II >_u '.♦ a .• POURED LENTIL TO BE II o' CONT. (TYP) #5 II IIII OUTSIDE BAR REBAR Q Q 2X WALL FRAMING �coNTlNuouS z(3) 1/2"X8" ANCHOR BOLTS tu U z z z O , 8" CMU FILLED �_ or (3) 1/2"XV J-BOLTS = r- — Z ca n U '� CELL CTYP.) MIN_ (a" EMBEDMENT �) U V W/ 2"X2"X1/8 WASHER AND O O EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP T1-F. EXTERIOR SNEAT4NG BLOCK WALL CONNECTION FLOOR To BOND BEAM. SET TYP. REBAR LAP @ ATTACHi TENT FOR ROOF SHEATHING IN JOINTS PRIOR TO FILLING. CORNERS @ NOTE: (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) 11U 4EN GLUED TO ROOF MEM5ER 2-#5's REBAR a ,STORY �� fN ORMATf ON 3-#5's REBAR 2 STORY (0"-8" e EDGES 4 10"-12" IN FEILD � T1'P. EXTEROR SHEAT4NG ATTACHMENT POURED LENTIL FOR SHEAR AND UPLIFT coNT. (TYP) (0_6.5. TO BE STRUCTURAL GRADE) r:d CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS BOND BEAM Z PRE -CAST HDR. 2X(o GARAGE DOOR BUCK W/ (3) 1/2"XV ANCHOR BOLTS TIE TO HORZ, BARS to o` :ba or (3) 1/2"XS" J-BOLTS a" MIN. EMBEDMENT N ' '' 6" EMBEDMENT MIN. U 8" CMU FILLED W/ 2"X2"X1/8 WASHER AND -� NUT SPACED EVENLY FROM 08d GUN NAILS a)HORZ. REINFORCING VERT. RE INF. CELL (TYP.) - FLOOR TO GARAGE DOOR HDR. �o" NOOK IN GROUTED IN JOINTS PRIOR TO FILLING. 12 O.C. IN FIELD BELL � 1-2X(o PT BLOCK e CENTER OF Q , DOOR HEADER WKI) (1) 1/2"X8" ANCHOR BOLTS Z U ' N CLEANOUT REQ'D or (1) 1/2"X8" J-BOLTS z O FOR GROUT LIFT " EMBEDMENT - --r 5 FT_ UNLESS W/ 2 "X2 "X1/8 WASHER AND NUT HORZ. REINFORCING z Ik FOOTING DWL IS NOOK } NOT REQ'D. T`1'F_ FLOOR 1DECKING HORIZONTAL/VERTICAL REINFORCING m > ATTACHMENT TO FLOOR JOIST EA. SKEET TO BE GLUED AT ALL EXPOSED JOIST BAKERS CROSSING LOT #68 PHASE #2 1V1[O NO LIT]�IIC BLOCK DETAILS NOTES DATE: 0 /17 / 0 3 SCALE: 1/414-0' SHEET DI OF 4 2X4 SUB -SAND e 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN FEILD STREAM CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING 2X6 SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM LAKE KEHOE,CYPRE55 HEAD FIRST TWO BATS 2X6 SUB -BAND a 2X6 SUB -BAND METAL LATH � ALOMA WOODS LAKE KEHOE CYPRESS HEAD LAKE KEHOE CYPRESS HEAD Z_ 4� -�� O.G. MAX WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS -�—ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.G. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16" 0S5 OR 1/0" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE i- -1/16" oSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2" PLY. W/ 15# FELT -1/16" 055. SHEATHING OR ON #15 FELT OVER ' 3/4" T 4 G PLYWOOD 2X4(CONT.) /2 P Y. -1/16 OSB. SHEATHING SEE TRUSS ENG. ROOF TRUSSES HURRICANE STRAPS METAL DRIP EDGE TO BE GLUED (SEE TRUSS PLAN 1/2" CLG. BOARD 4 TEXT. FOR PROPER 24" O.C. 4 NAILED FOR CONNECTOR) METAL DRIP EDGE O (1�5 GONt. 2X4 DOUBLE PLATE CTYPJ 2X4 SPF STIFFBAGK AT BRACING El'1>3)�DDED ALUM. FINISHED VENTED 50F1=1T LL UPRIC�NTS OVER 4'-I0" LINTEL STRAP 1X2 FURR STRIPS EE TRU56 PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 7/S" TEXTURED FINISH 0 0 0 1/2" DRYWALL S ALUM. WINDOW OVER #15 FELT OVER LINTEL BLOCK FILLED SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) R-19 INSULATION TEXTURED CMU, -1/S"TEXTURED FINISH ON -I/16" O.S.S. SHEATHING FINISH 3/4 T 4 G PLYWOOD �-- PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. ALUM. WINDOW 1/16" 055 SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (5HEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) SEE FRAME PLANS TO D13L TOP PLATE W/ 1/2" CLG. BOARD TEXT. TWO STORY PRE -CAST SILL 2X4 RE-FORGEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32' O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 1/2" DRYWALL OR MSTA-24 24" O.C. MAX ��RR L 2X4 NAILER (CONT.) FOR NDR SIZEAN S" CMU R-4.2 INSULATION O (1)#5 CONT. 1X2 P.T. FURRING STRIPS HETA-16 1X2 FURRING STRIPS FLR JST TO BLK ALUM. WINDOW BAND [DETAIL TEXTURED FINISH 1/4° WOOD BASE S" LINTEL BLOCK FILLED 0 0I/2" DRYWALL SEE FLR./ELEV FOR DES. SILL 1/16" 055 SHEATHING WOOD BASE CTYPJ OLU PRE-CA5T LINTEL OR 1/2' PLY. UNDER ciJ FELT BARRIER PRE-FAB TRUSS ALUM. WINDOW FLOOR JOIST/ z 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 SF'-4 32" O C. ,� STUD 2X4 DE3L. TOP PLATE PRE -CAST SILL — GONG. SLAB OVER CLEAN, 1/2" CLG. BOARD 4 TEXT . 1/2" DRYWALL HETA-16"� 32" O. C. MAX COMPAGT,TERMITE TREATED O (11)05 CONT. w Z w SOIL OVER 6 MIL VIS. VAPOR 2X4 WOOD STUDS }O f O} I'-4° 2 S CONT. S CMU BARRIER,W/6Xro #10 WW"1 S LINTEL(BILOCDK IX2 FURRING STRIPS 2X4 CONT. STRESS '�1/0" O.C. U mU BLOCKING MID -WALL TEXTURED FINISH 1/4" PRE -CAST LINTEL ° ° 1/2" DRYWALL Woop BASE CTYPJ 2X4 PT. PLATE Q 5P-4 32" O.C. � STUD 1/2"X9" A.�. 32" O.G. z pC SEE FLR./ELEV FOR DES. (WPEN UPLIFT) TYP. uJ,4Ll SECTION -� � � SILL 6" EMBEDMENT BL < 1= 5TOR"r vo 6 "X6" #10 W.W.M. _ WOOD BASE CTYPJ CONC. SLAB z Z (k \ 3 ma's CONY PRE -CAST SILL CONC. 5LAB , 4" 40" OR FIBER MESH 2 #5 s CONT. Z w REINFORCEMENT 1'-4" m o Y> 1 _g S° CMU 6 MIL VIS 1-STORi� U m U VAPOR BARRIER INTERIOR BARING WALL FINISH I/4" ASPHALT SHINGLES OVER TYP. WALL. SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON -I/16" O.S.B. 2"X4" BLOCKING O [DO NOT INSTALL CONNECTORS. ~ � SHEATHING OR 1/2' PLY FIRST TWO SAYS 2 - STOR�r' 4'-0" O.C. t" IAX W_ 6 "X6" 010 W.W.M. 2X4 DBL TOP PLATE METAL DRIP EDGE �- O O OR FIBER MESH 2X4 SUB -BAND REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM ROOF FRAMING W/ CONNECTORS z 2X6 SUB -BAND � FOR PROPER � Z W (SEE TRUSS PLAN) } } LAKE KEHOE,CYPRE5S HEAD BRACING N O O (3) 05's CONT. ALOMA WOODS ROOF TRUSSES Q DBL. TOP PLATE U m U 1/2" DRY WALL WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIRST FLOOD3LOCK 2X4 SPF STIFFI3ACK AT SECOND FLOOR FRAME ALL UPRIGHTS OVER 4'-10" x 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) HEADER CSEE PLANS) -i/S" TEXTURED FINISH OVER 15# FELT OVER I/2" CLG. BOARD TEXT. PRE -FAB TRUSS 2x4 PT. 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH Bt. PLATE -i/16" O.S.B. SHEATHING 2X4 NAILER CONT, LL OR 1/2" PLY. (2) LAYERS -11/16 5P-4 32" O.C_ � STUD 2X4 DBL. TOP PLATE ATNAoV . TET K .,., 1/2" X S" A.B W/ 0.5.5.5ECURE EA, !LAYER L E E MIN, 6 EMBEDMENT 2x4 P.T. PLATE W/ W/2 Sds S"-12" O.C. -�.► NDR_ 6TUD(5)/JAGK(6) -+ 1/2" DRYWALL OF 015 FELT 2" DIA. WASHER 1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS ,,�•� #52REBAR CONT. MIN.I16" EMBEDMENT 1/2" X 9" A.B OR J-BOLt LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�1(0" O.C. �' ••' W/2 DIA. AT 32 O. C. 10 32" O.C.MAX STUD TO HDR. SECURE TRUSS TO 2X6 W/ KING STUDS) 5P-4 BLOCKING MID —WALL ,,,,r ;• TOP 4 BOTTOM) 3/4" T 4G 5U5FLO0FP, 12d � roll-allGONC_ FILLED LINTEL PLYWOOD TO TRU55 NAILING BLK. REINF. WITH (1)05 ROD GLUED 4 NAILED 4" O. C. -a EDGE 6" O. C. e IN FEILD all CMU IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4'S FLR_ JST. SIZE SEE FRAME PLAN TEXTURE FINISH NAIL PER SCHEDULE 2nd FLR. STUD TO � 2X4 D�3L TOP PLATE 1.000D ERAI„1� TO Bli<. R-4.2 (INSULATION let FLR. STUD 1/2" CLG. E50ARD 4 TEXT. 1/2" DRYWALL - _ _ =IT - _ _ — — _ _ =I MSTA-3(o 32" O.C. e1 1/2" DRYWALL 2X4 WOOD 5TUD5 II II I 2X4 CONT. 5TRE55 �1�" O.C. WOOD BASE I II I I I BLOCKING MID -WALL I II II I 2X4 PT. PLATE NAIL PER SCHEDULE/ SF-4 32O.C. � STUD "X9" A.B. 32" O.C. A � " I I BOLT PER FND. PLAN � 1/2MIN. 6" EMBEDMENT � zw o o _z 611X6" #10 W.W.M. wy- CONC. 5LA8 4„ 4 Q 2X4 COLLAR TIE 2X8 RIDGE } O 0 o OR FIBER MESH REINFORCEMENT T Tf= EXTERIOR OPENING IN FRAME 3 #5 s CONT. i -S„ EVERY OTHER RAFTER � +- z }ff 4 2Xro RAFTS O[k w O = O } 2 #5 CONT. U m TYP. WALL 5ECTION 2 -STORY 2-12d EVERY TRUSS 3-12d RAFTE 1 TEIRIOR BEARING UUALL 1X6 NAILER 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1/16" O.S.B. IXS NAILER I� OR I/2" PLY_ 2-12d EVERY TRUSS BLit. 1=5TOR'1' (GABLE) MINIMUM WALL AND HEADED CONS- FRAMING EDETAL/V;4LL_ ;, STUD ROUIRt'�ENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-01 4'-11 1/2" -1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL. L_ENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS CROSSING LOT #68 PHASE #2 MONOLITHIC BLOCK DETAILS & NOTES DATE: 9/17/03 SCALE: I/4'■Il-01 SHEET 2 OF 4 # 1000 Ui=L 11=T S IMP50M MT5-12 W/-i 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL 11=T (2)SfMP50M MT5-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E 111/7 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -BUSS FINISH g LANDING 3 BOND BEAM TfRU55 ANCHOR D T,41 L=F;RTfR0f= f T S" MIN. LESS THAN lra' REQUIRES I" NOSING D5L 2X12 - FLOOR J015T - J/-r I-L I WVVV WITH 4 I(o0 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 3/5' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51 L ITY WINDERS- MIN. 6' WIDE -a NARROW END MIN. 11" WIDTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF 5OX D5L. TOP PLATE 2X4 STUD T/16" OR 15/32' OSH� w/T/a' TEXTURED FINISHED OVER GALVINIZED METAL _ PAPER HACK LATH SIMPSON H-5 (MIN.) a 2X4 TO TRUSS PRE. ENG. TRUSS 2X4 5TM. PLATE 3/4" PLYWOOD 2X12 TREAD CUT TO FIT - 1X& RISER LESS THAN 4' TYP, 1i ii it BETWEEN SPINDLES 44 SP4 OR H-5 TOP PLATE TO STUDS 2'-0' A5V. 10'-0' LEVEL TO ROOF OR 2'-0' A5v. HIGHEST RIDGE WITHIN 2'-0' 10'-0" FRAMED CRICKET HANG 1/2" D IXI 1' NOSING TYP. � 4 cjl � r ST/4IF� SECTION D T,41LG PRE. 1=Na TRUB IX2 PT.TOP OF D5L. TOP PLA' 1/16' OR 15/32' W/'i/a' TEXTURE; FINISHED OvER GALVINIZED ME PAPER SACK L CAI IiINE�T' DETAILS CRICKET SIMPSON H-5 (MIN.) c 2X4 TO TRUSS 5ECTION 2'-5-1/2" FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DHL. PLATES A13V. 3(" MIN. FINISH 5 T A I L J IND fR IDTA f ASPHALT SHINGLES OVER 15 FELT ON 1/16' 0.5.5. — (2) 2X4 *2 NO SYP DIAGONAIL BRACE / W/ 3-12d m EA TRUSS ( DIAGONAIL BRACE f/ TO COVER 5-TRU55ES 2X4 5LOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d MAILS EA END TO TRUSS 2X4 SYP' STIFF5ACK AT ALL UPRIGHTS OVER 4' -10' 1/16' 055 SHEATHING USE ad NAILS AT 4' o.c. EDGE 3 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.5. MM (W/ 2' DIA. WASHERS) 6 32" O.G. MAX. 1/2' CLG. BOARD ?RU 024' O.C. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d EA. TRUSS R-113 MIN. 1-05 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' BRAGS 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM GENTER TO END) 2X4 SECURE TO 2X4 5LK W/2-126 SECURE TP BLK W/ META-16 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-&' O.G. MAX TYP. LK SECURE THRU TRUSS W/3-12de G'D TRUSS 24' O.C. MAX 21_0" EXTENSION 'a) OFT 5ERvIGE N.T.B. METAL LATH 1/16" 055 OR TEXTURED 1/16" 055 OR- 1/2 " PLYWOOD FIN15H 1/2" PLYWOOD W/ 154* FELL W/ 154* FELL 2X� (GONt.) 2X6 (GONT.) 2X4 (CONT-) 2X FLOOR JOIST 2X4 (CONT.) 51MPSON EXPANSION 2" MIN: HETA-1(o JOINT OVERLAP CAULK 51MP50N CMU'S HETA-1& GMU'S TEXTURED TEXTURED FINISH FINISH TWO 5TORI TWO STORY (2) 2X4 "2 ND SYP DIAGONAIL 5RACE— W/ 3-12GI ID EA TRUSS ( DIAGONAIL BRACE TO GOVER 5-TRU56ES 2X4 BLOCKING FIRST 2 BAYS \� AT SHEATHING SEAMS �{I (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-I0' -1/1(o' OS5 SHEATHING USE ad NAILS AT 4' o.c. EDGE 4 (o' o.c. FIELD 2X4 W/ 3/0" X 5 LAG OR SIMPSON HTG-4 0 32' O.G. MAX SHEATHING NAILING TO 5E 6"-B' O.C. IN FIELD 4' aaaALL EDGES W/ad NAILS FIRST FLOOR BLOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER +" 15 FELT ON 1/16" O.S.B. — -COMMOM 1/2' CLG. BOARD TRUSS 24' c.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d im EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. D5L TOP PLATE -2X4 STUD 16' O.G. MAX. 2X4 STM. PLATE 5UEs-FLOOR VAILED HETA-16' FLR JST TO BLK —FLR TRuss ; 1-+'S REAR CONT. 0'-0" TO 30'-0" (1)'X' BRACE 30'-1" TO 60'-0" (3) 'X' 5RACE (I 'X' BRAGE to GENTER) (2 'X' BRAGE DIVIDED EQUALY FROM CENTER TO END) C:T/45LE ENID CR053 5RACINGs 2—,5TOR� BAKERS CROSSING LOT #68 PHASE #2 MONOLITHIC BLOCK D]ETA.ILS & SECTIONS DATE: 9/17/03 SCALE: I/4'•1'-®' SHEET D3 °3r 4 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 2 X 4: CEKI MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND IS' W/3/16" TAPCONS OR DRIVE 2 X 4 (MIN 2 X 3) 1-3/Iro TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/1(o TAPCON MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/41J OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 8' FROM EACH END AND 18' PRECAST HEADER(MIN) MIN HEAD SIZE 300 18" O.C. MAX. SPACING. O.C. MAX. MIN I-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4')8' FROM EACH END AND 18" SECURE T BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 5IZE.145 LESS THAN EXISTING BLK ASV. PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 16 HIEGHT. 2 X 8 (MIN 2 X 3J 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 I 1/4' TEXTURED FINISH MIN HEAP SfZE .300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" MIN HEAD SIZE 300 7/8' TEXTURED FINISH WITHIN 8' OF EACH END 4 O.G. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4") 7/16' OSB SHEATHING IS" O.C. MAX. SPACING. 8' FROM EACH END AND 10' 2 X 4 16' D.C. MAXAUHEN OVER Iro" IN HIEGHT.) 2 X S (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 1/16' OSB SHEATHING O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.) 2 X SOLID BLK'G 9 ARCH 2 X 8: MIN HEAD SIZE 300 I/4' TEMPERED MA50NITE SECURE W/2-12d EACH END SECURE TO BLOCK W/2-3/16' TAPCONS OR DRIVE 8' CMU - --1/2' DRYWALL 1'X4" OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE 4 NAIL W/Sd'S S"-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18' CMU WALL MTL WDW FRAME MIN HEAD SIZE 300 DOOR CASING O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 NOTE: +NOTE: NO GAP e WIDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB I I J A FC H UA� [DETAIL j(oII A I D U I ID�- TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXECED 1/4'. PER MANUFACTOR'S DETAILS. [DETAIL CUTAWAY ?4F-,Ck4UJA`� J Ar-�lF3 TO 5L OC< 1=1 /211 2 X 4 (MIN 2 X 3) I-3/1(o TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 ,[� PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') 1/8' TEXTURED FINISH 8' FROM EACH END AND 15' O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN SECURE 2 X RIP TO FIT W/2-12d8 6'-8' O.C. MAX. 1f/16' OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. SECURE THUR FRAME AND 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 16' HIEGHT. `2 X 4 16" O.G. MAX.(WHEN OVER 16' IN HIEGHT.) EXTEND 1-1/4" INTO BLOCK W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 PIN (MIN SHANK SIZE.145 HEAD SIZE 301/ 2 X 4 (WHEN OVER 16" IN HIEGHT.) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 2 X SOLED BLK'G am ARCH MIN EMBEDMENT 1 1/4') 8"MIN CMU _--- I/2" DRYWALL 8' FROM EACH END AND 18' BECURE W/2-12d EACH END REFER TO MANUFACTURING 1'X4' OR I'X2' P.T. NAILER O.C.MAX. MIN I-1/4' EMBEDMENT 1/16' 05B SHEATHING ATTACHMENT PER MANUFACTOR'S SPECS. DETAILS FOR SPACING. - DOOR CASING 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 lro' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) MTL WDW FRAME OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS *NOTE: NO GAP a WDW FRAME NOTE.44 SHIM AS NEEDED MIN HEAD SIZE 300 TO EXCEED 1/4' DOOR JAMB TO PLUMB JAMB MIN EMBEDMENT I I/4') CMU WALL DO NOT EXECED 1/4'. 8' FROM EACH END AND 18' O.G. MAX. MIN 1-I/4' EMBEDMENT A G H W � � T A�� C U T A A � W D C C F� J X 5 TO E3 L C C< 3/4C fR 5 /4 NAILING SGHE1DULE ALL NOTES IN REFERENCE ROOF DIAPHRQM TO F LO R I CAA B U I LL S I N G USE l/Ib' 08.8. OR 1/2' FLY WITH'& CAN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND +S GUN NAILS AT 6' O.C. AT INTER-1EDIATE SUPPORTS. ALSO SEE DETAIL. G O E 2001 ROOF SHEATHING TO GABLE END FRAME USE 'S GUN NAILS a 4' O.G. SITE PLAN NOTES EXTERIOR SHEATHING USE 1/16' O.Sb. OR 1/2' PLY WITH -8 GUN NAILS AT 6' O.C. AT PANEL SIDES AND 05 CAN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND %GUN NAILS AT b' O.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 15' ABOVE INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. NOTE: GUN NAILS SHALL BE PERMITTED AS AN CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 2) UNLESS OTHERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION NAIL R�QI,! I R�MNtB ASV. 103' MEAN BEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. SIZE HEAD LENGHT DIA. TENSIL STR. 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY &WALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 8d R0Lk4D IOr)IFIEP OR T 1 -1/8' .113 I10,000 10d ' 2 1/5' .125 110;000 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. - "Ar4w,3CAP" iNG, iRmiGA laN, P>^RMi NG, CTC.. SHALL CWCIIYrCIIzi TO LC:c:AL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER G E N E RA IL NOTES 6) SWIMMING POOL' DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWNGS. I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND CRITERIA: C PLUMBING NOTE S FOR FOR I. BUILDING CODE REQUIRMENTS REREE INFORCED CONCT)= 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' DBL. TOP PLATE (o. INTERNAL PRESSURE CO -EFFICIENT +IS THRU -IS 2) WATER LINES SHALL BE CPVC. DBL. TOP PLATE DBL. TOP PLATE 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. CONTINUOUS WALL FOOTINGS. 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 STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 2X4 16' O.C. MAX. IN 28 DAYBARs 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER C. RPSI SHALL CONFORM TO ASIM A615 A616 oR 61T, GRADE 40 4. DESIGN LOADS -1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16" O.G. MAX. A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER froEXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS_ SECURE 2X4 A. ALL STRUCTUAL LUMBER SHALL BE '2 SYP. ALL STUDS SHALL BE STUD GRADE SPF. TO WOOD W-12d a (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONARY lb) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED 6'-8' O.C. STAGGERED SECURE 2X4 B. A/G PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' TO WOOD W/2-12d g 6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 6'-8' O.C. STAGGERED A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 10) ALL CLEANCUTS FLUSH WITH GRADE. BT. PLATE TRJ55 MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT 5TACK5 SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, SECURE 2X4 W/2-3/16" TAPCONS BT. PLATE 1. GARAGE DOOR RIDGES. OR DRIVE PIN (MIN SHANK SIZE.145 A. ENGINEERED FOR 120 MPH WINE) m3 SEC, GUST. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 12) SIZE AND LOCATION OF CLEANOUT5 SHALL CONFORM TO FLORIDA PLUMBING CODE CURRENT EDITION. MIN HEAD SIZE 300 AFRCI--IWAU T' C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN EMBEDMENT 1 1/4'J SECURE 2X4 W/2-3/16' TAPCONS 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE OR DRIVE PIN (MIN SHANK SfZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 2001 WITHIN 8" OF EACH END NOT TO MIN HEAD 81ZE 300 114 B. SHINGLE STANDARD ASTM 0-225, UNDERLAYMENT TO BE ASTM D-226 EXCEED IS' o.c.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4"J FOUNDATION NOTES 14I PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1b GALLON FLUSH TYPE MIN. 2-12d PER BILK EA. END EXCEED 18" O.C.MAX. I. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING BLOCK NOTES 1/2' PLYWOOD TI OF, 1/16' O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN AGCORpANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT SECURE TO SHEATHING W/ 1/2" PLYWOOD SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SMALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM CW AND C145 AND SHALL MIN. 2-12d PER BLK. EA. END OR 1/16' O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA COMMPRESSIVE STRENGHT OF 1900 PSI. MORTAR j1 /� 3. AGGREGATE CONCRETE 28 DAY StRENGHt SHALL BE 2500 Phil W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C2 10. METAL ACCESSORIES I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE \ ' (� I 1 / 1�C\ I I! ICI 'II` 4. ALL SLABS SHALL BE MIN. 3 C THICK CONCRETE OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. FOLLOWING: A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. g. g5TMA36 FOR PLATE, HEADED AND SENT BAR ANCHORS. 5. REINFORCED STEEL- ASTM A615, GRADE 40. VER-TICAL 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 ALL CORNERS 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 REQUIREMENTS OF ASTM A80. 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK, GENERAL: 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 JOINTS FOR SOLID MASONRY 7. 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 ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA E3UILDING CODE 2001 WHEN MA50NARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-S REBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 3"-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: COMERS. USE CORNER BARS OR BEND REBAR LAP A 1. 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 8E 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED FINISH GRADE 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE IN ACCORDANCE WITH ASTM A&15, A616, A6Yt, OR A106. BAKERS CROSSING LOT #68 PHASE #2 MONOLITHIC BLOCK DETAILS NOTES DATE: 9 / 1'7 / 0 3 SC ALE.': 1/4131' -0' SHEET D 4 OF 4