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Home My WebLink About228 Clydesdale Cir 04-52 New SFHPERMIT ADDRESS CONTRACTOR Alk V SUBDIVISION ADDRESS D R Horton 6250 HaM ine Nat'l Dr #102 = Orlando, FL 32822 (407)857-9101 ..._._._._ CBC 055300 PHONE NUMBER PROPERTY OWNER v ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE PERMIT # ow aw DATE PERMIT DESCRIPTION 4�SL PERMIT VALUATION "OTITIUS 01 SQUARE FOOTAGE k74 A. fl` #' r a` f � t i i p r 9 L � a DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- ]RESIDENTIAL - GROUP R • CONSTRUCTION TYPE VI • 1-STORY RESIDENCE: BLDG HGT 19'-8" SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME COINSTRUCTION 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) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARIING 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 STRUCUURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVEILOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM .A615_A6-16. 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 AN ACCORDANCE WITH FBC;:;;, SECTION 1606, 2001 EDITION FOR 120 `" MPH _3 SEC ---GUST_ REGEON, � 1NTP.�z.Lq °" PART_ITIO_NS-PSF _; PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) - B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 23OPSF 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-EF'FICENT=+ .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 SHAILL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. GARAGE DOOR/ WINDOWS/ D00)R A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BYE MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TC) PERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG 1 FOUNDATION/DOiWEL PLAN PG 1A LINTEL SCHEDULE PG 1 B WIND LOAD CALCULATION PG 2 FLOOR PLAN PG 3D ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION "F" PG 4D TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 5 ELECTRICAL PLAN PG 5A OPT. COVERED PORCH PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECTIONS PG D3—MISC. DETAILS PG D4—MISC. DETAILS M�,W 7/1I1py,d www. drhorton. com CBC055300 6250 - -- •FL..�32822 • _ •(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 , .c !'K IBM p ..1 jy'S6yf P a� SIp 18�, 1/ BAKERS CROSSING PHASE #,t4= DATE: 9/16/03 SCAT : 1/4'=1'-®' SHEET C 1 oF' 5 -- - - - - - - - - - - - - 01lam\ 1S E ---------------------------- --- I I I I I 31-v- IIII -oil ELEV. 'Y' DOWEL LAY0UT I /--------------------\ 40 O 11 ------------ - _ 1 20'-2° - @ I_ 2 I I T 1 5 I 31.3 9'_�J11I I 2�'- 91I I I I I►WG.� N I I I I 14'-11" I 0 -®" 19'-111 040 P, 3 1/2' -3 1/2 I 3 0 CONC. p I SLAB ; I L- - - - - - - - - - - - � — — — EXTEND - / f N.B. SLA1 1/2" B LAV. I = -------_—_-------------------- �� "LJ 2'-6' X4 A WALL W14LL I I I I I IX I — f ---� — J IRANGEI — J OPT. LAV. LAV. c I r I I I I TUB 1 _J — - - - - - - - - - - - - - - - - - - - - 2 OPTIONAL MSTR CLOSET HURRICANE RESISTANT f � I IOPT.I---------} --1� — .�-— — — — — — — j--------- REF. _ _ I SHwR. � ■ � I a cD I 13'-O" 1'-4" 2'-ro" 4' Jj I m I WALL G I 0'-0" ELEV. r r — °pa °p° FIN. CONC. SLAB I I ' LAV. 3 1/2" GONG. REINFORCED W/6 "XIV" #10/10 WWM OR r FIBERGLASS REINF. ON (o-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITI= TREATED FILL OR APPROVED SUBSTITUTE, F (RECRUIT II SYSTEM) I TUB 1 --------- ---------------------- �n � ■ I � ■ 19'-1" i 20'-11" 0'-0" ELEV. m FIN. CONC. SLAB 0 Ion m III -c]II 0 a _ I OPT. W. L--J r — — -i EXTEND 5 OPT. I SLAB 1 1/2" D1 D. I ;� �- — -- -�- - WH. IN SAFETT- PAN ■ 3'-�11 I A/c— T 3'-O° — _ L _ — -J 4" -�" GHASE 14'-4"Z. fa'-m" ELEV. FIN. CONC. SLAB EXTEND DI _ SLAB I I/2" 1 ■ ` DI = I IC) — — —� -3 1/2" I " CONC. SLAB 2'-III 13'-10" 4'-8" , D1 �ju O p lu O-q ELEV. D4F p OL BRCx. FTR I Q � z in Q U , lU Lu wU0 ■ all CURB -4 1/2" 11 WALL D1 I ■ ■ N.B. 2'-811 FOUNDATION FLAN BAKERS CROSSING LOT #70 PHASE #21 1V�C O D E L: 99 1732 R" FS /B C FOUNDATION, DOWEL PLAN DATE: 9 /1'7 /0 3 SCALE: 1/4121'-0' SHEET 1 or 5 ii BAKERS CROSSING LOT #70 'HASE #21 J MODEL: 99 1 7 3 2 R99 FS /B C LINTEL SCHEDULE DATE: 9 /1'7 /0 3 SC AT: I/4' ■ I'-ol SHEET lAor 5 ?h 2 SH 25-SH 0 25-SH COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND 120 MPH WIND 1 28 306 8 DR W/SIDE LITE 4 20.5/ -22.3 24.3/ -26.5 2 5 48"xl0"x14" TRANS. ABV. 4 21.8/ -29.1 ELEV "C" 25.9/ -34.1 3 19 48"X48"X54" TRANS. ABV. 4 20.9/ -2-1 ELEV "D" 24.8/ -32.6 4 12 48"x30"x36" TRANS. ABV. 4 2Lro/ -28.-1 ELEV "E" 25.1/ -34.2 5 18 48 x26 x51 TRANS. ABV. 4 21/ -26.6 I ELEV 1="I 24.8/ -32.9 6 112 GARAGE 16'0" X 110" 5 18.3/ -22.4 21.&/ -26.1 -1 1� 25-SH 4 21.1/ -22.9 25.1/ -21.3 8 1-f 25-SH 4 21.1/ -22.9 25.1/ -21.3 9 17 25-5H 5 21.1 / -28.0 2 5.0/ - 33.1 10 1-1 25-5H 4 21.1/ -22.9 25.1/ -21.3 11 17 25-SH 4 21.1/ -22.9 2D.1/ -2-1.3 12 53 8068 5GD 4 19.4/ -24.4 23.1/ •.29.2 13 10 23-8H 4 21.8/-23.6 25.9/-28.1 14 24 35-5H 4 20.9/-22.4 24.5/-26.-( 15 24 35-5H 4 20.9/-22.4 24.5/-26.1 16 30 (2) 25-SH W/ ARCH TOP 4 20.4/ -22.2 ELEV "C" 24.2/ -26.4 17 33 35-SH W/ 54"X20"X28" TRANS. ABV. 4 202/ -22 ELEV "D" 24/ -26.2 18 28 35-5H W/ 54"X10"x16" TRANS. ARV. 4 20.5/ -22.3 ELEV "E" 24.3/ -26.5 19 41 (2)25-SH W/ 60"X38" 1/2 RND. ABV. 4 19.6/ -21.4 ELEV "F° 23.4/ -25.6 16'-0" X 11-0" O.N. 16 C= (2)25-5H W/ O 3068 DR O ARCH TOP A E3V. W/SIDE LITE 17 D= 35-SH W/ O C=48"x10"x14" 54"X20"X28" TRANS. ABV. TRANS. ABV.. O D = 48"X48"X54" E = 35 -SH W/ 18 54 x10 x16 TRANS. ABV. TRANS. ABV. E = 48"x30 "x36" O19 F= 5-SH C2)2W/ O TRAN5. ABV. 60"X38" 1/2 RND. ABV. F- WINDLOAD U-`�ALCULATIONS O 4RANS. ABV. BAKERS CROSSING I-_-JO T # 7 Af roHASE # MODEL: FS /B C WIND LO AD CALCULATIONS (DATE: 9/17/03 SC Al : 1/4'■1'-®' SHEET I B of 5 9'-4" cLG ,w = FOYER �' Q (TILE) ELEV. D,F — — — — ------- VAULTED CLG. Lc ELEV. D,F ONLY ca isp _ Q� 1 ENTRY > CO m1 b ■ (2) 25-6H W/ (00"X38" 1/2 RND. ABV NO LINTEL REQUIRED 3'-10'-211 71 ELEV. 77 F 99 9'-4" CLG. ELEV. D,F -----L------ I VAULTED CLG. I ELEV. D,F ONLY I I (2)25-514 W/ ARCH TOPS A5V. 10'-2" w -45"x26 "xEd" TRANS. A5V. � 1 e - I ,Ibd m ELEV® 99 c 77 45"x10"x14"/ PANS. 45V. 1 m I I 5'-4" 1 — — — — — — — — — — / 10'-211 5 � 40' -0" 9'-4" 2 10'-1011 51_21 811 WALLI KNEE PATIO 3o" TALL 23-SH SPACE 25-SH CAMP) — 25-SN 80�5 S G.D. EGRESS EGRESS milli 11.4 ° ° c, 2 -4 NOOK III 3LAV. 9'-4" CLG. u-OPEN ABSVE(TILE) � O.BATH I I m OWNER'S — — — - SUITE p 1 9'-4" cLG. 2" WALLWG I m D (CARPET) A //1 r Imo, �3 JQ I KITCHEN CLG. ° Z (TILE) N :°] N = 1 3 6 2 -4 12 _ 0 = OPT. �I I INSULATION W.I.C. 6 I r�% ,tnnrtnr nnnnr tnnnnr nr nr nnnnr nnnnr nn tnnnnnnr n t nnnnnr RANGE �X(e2 MALL s op Ono -1 '�I _ IL LINE OPT. LAV "r trcr LAV = I BDRM. 3 91 3'=4" HALL 2-51 1 9'-4° CLG. KJ BATH I m I (CARPET) (� V BF. `' Lu TU5 m _ I 12'-10" FE,'74" 4'-0" 3 _6 — /0-1011 Cn w BDRM # w FoR A� LG p - I � -- 6� 1 u- - (CARPET) x �N 330"I LAUN. FAMILY I pQ ROOM IL_ — -- — I � WATER NEATER IN 9 -4 CLG. A.G. I SAFTEY PAN (CARPET) _ PLATFORM <t b 3OX40 4'-0" 5'-4" 6'-10" 2'-4" 12'-011 m 22" X 54"� igr ATTIC L_ — AGCESJ W1 OPTIONAL TILE LINE 91-411 CLG _ PULL DN. STAIRS — — — — ELEV. A,R,C,G 131-411 CLG. BD DEN 4 � ELEV. D,E,1= GARAGE m � 9'-4" CLG. 91-411 CLG. (CARPET) �► — — — LINE OF CLG. 9'-4" CLG. = FOYER ELEV. D,E,F ELEV. D,F - N m (TILE) VAULTED CLG. I >L ELEV. D,F ONLYI _ - cn Q N Q j ENTRY w M H.B. m I w 16'-0" X 1'-0" O.H. 3-0 DR. W/1011 51DELITE ELEV. C,D,E,F D = 4511x45"x54" A5V. E=45"x30"x3ro" A13V. D = 35 - SH W/ 54X20X28 TRANS. A5V. NO LINTEL REQUIERD E= 35-SH W/ 54"x10"xl�o" TRANS. ABV. 10'-10" 3'-0" 2'-4" 2'-4" FLOOR 2'-10" 10 0'1 21_Ql1 40'-/f1 PLAN 5Q.FT. CATL �.'� LIVING 1132 50. FT. GAF, tC�E 450 50, FT. ENT1R'r 22 60. FT. I=ATIC 54 SO. FT. T®T,4L 2 2 &.. 50, FT, I _OPT.. .ARCH OPENING &" PRE -CAST WALL I 1R-1SH — �1 �1 W.I.C. (o" PRE -CAST WALL 3-0 l (o" PRE -CAST WALL—` OP 11L . CLOSET O u� wu�nu��u�� I� �• � III 21-10' 21-1011 1_Q1 1 21 M.BATH ?s 2 OPT. POOL Y13 AT IH[ O IBAKERS I CROSSING LOT #70 PHASE #2 MODEL: 99 1 ` 32 — R99 FS/BC FLOOR PLAN DATE: 9 /17 / 0 3 SIC AT: M41=11-0' SHEET 2 or 5 2.5/12 VAULT LINE 9'-4" BRCS. 1'=0� TEXTURED FINISH O'—O" FIN. FLR. 9' — 4" BRCx. �)'—O" FIN. 6 I I I__ 4.". 3` a i.. 51—DG. HGT. 6� N J OL 14'-0" BRG. Ir-1 T1, !1 T T r -1 T-1 T T'1 i' T s r" T �� T T T1 71 F" T-1 T T'1 It T A r•l" T ra T T 9'-4" BRGc.OL O'—O" FIN. FLR. 9'-4" BRG. I'—O" O'—O" FIN. FL-R. OFF —RIDGE VENT 9'-4" BRCS. O'—O" FIN. FLR. REAR ELEVATION OFF —RIDGE VENT C, TEXTURED FINISH T 1 T 1-1 T T m T 1 T Tr-1 T 7 0 rW-1 T 01 T T 4 5 —R. 9— 4" B IRG. 0'-0" FIN. FLR. ?p®'y BAKERS CROSSING LOT #70 PHASE #2 MODEL: FS /B C ELEVATION" D" DATE: 2/26/03 SC AI 1/41•1'-®' SHEET 3 D OF 5 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-12d EVERY TRUSS / 1X(c, NAILER-7 2X RIDGE 3-126 RAFTER TO NAILER -1/10" O.S.B. 1X5 NAILER --/-- OR 1/2" PLY. 2=12d EVERY TRUSS CONY. FRAMING DETAIL/VALLEY � HIP DETAIL (2) META-1 '��IIIIIICIII IIL wilil1111WY111YCM111111,2 mill'PAN LA LA — — — �INEERED TRuss AS DBL 2 X 4 TOP PLATE _ _ _ _ _ _ = = SP4 5P4 14'-0" BRG.a ENTRY OL y%o All META-24 M5TA-24 2X4 DBL. TOP PLATE 2 X 4XT WALL Q ENTRY — — — — 1415 BRG.PGT.BLK. 1/2" X 8" A.BOLTS 1/2" X S" A.15LTS W/2" WASHER W/2" WASHER 2X4 STUD 1&" O.C.3.EA. SIDE TYP. 3.EA. SIDE TYP. 2X4 MSTA-24 (2) 2 X12 BM h 15TA BTM. TL 1411 — — _ _ _ _ _ = A19 PLATE �'/1�" G78.B. 2 X 4 PT.OR 2 X 4 PT.OR ' TEXT.. FINISH 2 X 4 W/ VAPOR BARRIEVAPOR BARRIER 2 X 4 PT A — — — — — — A 3/4" X 2" RECE55 �INEERED 8" GMU BLK C6-TYP.) W,A ETA-I� TRUSS S" GMU BLK OIL 0'-0"' FIN.FLR. " GMU (WALL A WDW/DOOR DETAIL I' - 4 a KNEE WALL DETAIL(4)ENTRY= _ _ _ _ _ _ = = HEADER SFAN GLARY _— A SINGLE STORY ,AFFL IGATION A SIZE CLEAR SPAN DBL 2X6 UP TO 5'-4" _ _ _ _ _ _ _ _ _ A = DBL 2X8 5'-4" TO I'-0" DBL 2XIO -I'-0" TO 10" -0" Q A DBL 2X12 10'-0" AND OVER — — — — — — — --� 22"X54" TWO STOR'i- APPLIGATION DOW1N STAIRS i ACCESS i A 51ZE CLEAR SPAN Al DBL 2X6 UP TO 5'-0"10 DBL 2X8 5'-0" TO 6' -4" DBL 2XIO ro'-4" TO 5"-0" — _ _ _ _ _ _ _ _ = Al = DBL 2X12 0'-0" AND OVER 42 A2 4X4 P05T=(2)2X4'5 NAILED WITH 126 (o"-V O.G. STAGGERED 4X(o PO6T=(3)2X4'5 NAILED WITH 12d 6"-8" O.G. 5TAGGERED -- AGI � W AG2 Q rt La GG BG TRUSS PLANT * CONNECTORS TO BE 511IF50N U.N.O. * TRUSS TO BLK META-1(o W/12 -106X1 1/2 * TRUSS TO WOOD MTS-12 W/14-106X1 1/2 (2) META-l(o ACCU PANT BAKERS CROSSING MODEL: FS/BC TRUSS PLAN ,D"&»F" DATE: 9/16/03 SCALE: 1/4'=1'-0' SHEET 4D or 5 ELECTRICAL !_EnENp SYMBOL DEFINITION NOTES IIOV OUTLET 1/2 OF ourLEr 110Y OUTLET WIRED WI TO SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GF I INTERUPTER 220V OUTLET WP EXTERIOR GROUND FAULT GFI WATERPROOF INTERUPTER OUTLET SWITCH �3 SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. WALL OUNTED LIGH FILING LIGHT i VAPOR PRO `O VP LIGHT RECESSED `oJ CAN 1 CFM ER VENT. FAN SQ. FT. VENT. FAN I CFM PER W/LIGHT SQ. FT. d Q O U 2' LIGHT STRIP 4' LIGHT STRIP FLOURECENT RAP AROUf�JD LIGHT _ 2' FLOURECENT _ — — — 4'FLOURECENT ® PANEL METER SMOKE 5ATT. SACK-U!P W/ HARDWIRE: DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. DISCONNECT tV. TELEV15ION JACK cRILING 507 D TO CEILING BEEQSUPPOiRt D FAN/L IGHT IN ACCORDANCE W/ 330X MARKED AS SUCH FC�R INSPECTION FLOOD LIGHT INTERCOM SPEAKER 200 AMP METER BASE 4 MAIN DISCONNECT COMBO SQUARE D METER FIELD VERIFY ELEC'CRICAL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED aHOMEOWNER PRECONSTRUCTION MEETING NOTE: #ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: *20 AMP DEDICATED LAUNDRY CIRCUIT. SERVICE BY POWER CO. 4/0 ALU. GABLE METER TYP. A/C 200 AMP DISC. 200 INSIDE AMP. PANEL 012 COPPER TO MAIN LIGHTS 4 OUTLETS DISC. 010 COPPER TO WATER HEATER #8 COPPER TO RANGE 04 COPPER TO 5/0' GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTF;�ICAL fR�5F=F� NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WI/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. COPE, LOCAL CODES, AND THE LOCAL POWER CO. 1 1/2" 11) 3"__\ 1 1/2 °._ Ili KITCHEN SINK W/ AUTO VENT PLUMBING RISER TO MAIN BAKERS CROSSING LOT #70 PHASE #21 MODEL. 99 1732- R97 FS /B C LCTICAL LPLAN DATE: 9/16/03 SCALE: 1/4'=1'-®' SHEET 5 or 5 °'tp i Y 7'r r • p 1 5P-4 16" O.C./EA. STUD 2X4 DBL 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9" TOP PLATE 2X4 MID -WALL BL.KG ANCHOR BOLTS AT 3' O.C. BLKG 2 " APV. CONC. r(o"Xro #Im W.W.M_ #5 REBAR SET IN 2000 1/2" X 9" A.B. 3 2 " O.C. 2X4 MID -WALL I/2" XI 9" A.B. 32" O.C. �P51 EPDXY 25" MIN. ABV. (o EMBEDMENT 2X4 STUD 2X4 STUD = N EMBEDI„IENT BLKG Q SLAB/6 MIN. EMBEDMENT I(o O.C. MAX. 1�" O.C. MAX. `� 6"X6" #Im W.W.M. #1m W.W.M. 2X4 P.T. SP-4 1(o" O.G_/EA_ STUD II BT PLATE 2X4 P.T. PT PLATE 2X4 P.T. PT PLATE L O.G./EA. STUD—� _ (2) CONT. "5 REBARS ° - � ,u ° 4° 1'-4" z � � 2-#5'5 ON CHAIRS } ° ° CONC. SLAP 41I 1, W4� GONG. SLAB 41, 1 _g �I, z R 1 - II CONC. 5LAB 4° �{II m 0 2 #5's CONT. I _O = 3 #J'S CONT. 2 #5'S CONT. 1, O„ �} m U TYP. RETROFIT FOR ALL �/ m - 1 �A OMIrrEp FOUNDAtION DOWELS `� 1,000D FRAI„i� FOOTING rYP. WALL sEcrloN fNT�fi�IOR B�Ai�f1`�1G I�JALL/NO lei='L•11=T INTERIOR j�E,4�'Ii�1G WALL Ii�1TERIOR BEAi<'fNG WALL� BLK. SINGLE STORY 2 - 6TOFZ, ' 1- aTOR� 2 1- STOR�1' 3 1/211e MEAD OF GARAGE 3 1/2" HEAD OF GARAG�E _.---#5 DOWEL BAR(ONE SIDE 05 DOWEL BARS *5 DOWEL BARS (VARIES W(TH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED � DIM VARIES 5/S° DIM VARIES 9" ANCHOR BOLTS At 3' O.G. 9" ANCHOR BOLTS At 3' O.C. 1 5/5, C1�8 II (0"X(01 #lO W.W.M. -I 5/8" GURB II � "X� " #1 D W.W.M. CURB II 6 "X& " 010 W.W.M. ONLY IF UPLIFT ON WALL MIN# 6 EMBEDMENt II MIN 6" EMBEDMENT X6 lm W.W.M. EXTEND 1 1/2 r LLI z W_ II ( \ - z w_ II m (O"X6" #lm W.W.M. IL_ RECESS /2" 0 r \ Lm U °� ``� U (3-5'5 W/2 -STORY) _ 2-#5 S ON CHAIRS o 0 0 2-05'5 ON CHAIRS m SINGLE (3-5'S W/2-STORY) IN o c 4 = STORY STORY 81I 41� m 1 -O 1'-�'" 3 #5'S ON CHAIRS li_@ll 11_QI, 2 1#5'S ON CHAIRS C// TWO TWO GARAGE CURB STOP INSIDE FTG. AT GARAGE STEP-UP STORY STORY THICK(=NDG &A GARAGE SERVICE/POOL GAR,gGE CURB GARAGE CURB INSIDE FTC. AT GARAGE STEP-UP 2-5TORY BEARING WALL DOOR RECESS 1-STORY BEARING WALL CONC. SLAB OVER CLEAN, CO (3) # 5 RODS EA. WAY ON all CMU � COMPACT MIL. TERMITE VA TREATED R TOP CORD BLOCKING AT 4' CHAIRS (MIN. 3" COVER) wi ("X(" #1D W.W.M. O.G. MAX. IN FIRST 2 FRAMING - GARAGE SLAB SPACES At EACH END. 411 GRADE 7rSLIpfN(-;POOR TRACK m m RAFTER OR TRUSS SLOPE GONG. I ROOF SNEATI-ZINC LAYOUT RooF SHEATHING = TO FRONTC 1/4" - 1/2") _ ' o o AND ENDWALL BRACING Q 2 -o CURES WALL 8 GONC. DRIVEWAY � 1 1/2 e GARAGE 3 05's CONT. FOR GABLE END FRAM[Nr# BEYOUND 1'-8" 3" MIN. COVER z a 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR GARAGE DOOMNINv v OPENING _ �� 11 2 STORY FOOTING BUILDING LENGTH Ia 1� II II �I #06 GUM NAILS a)4" O.C. *106 GUN NAILS II II II TOP 4 BOTTOM EDGES �" O.G. IN FIELD POURED LENTIL TO BE II II ( Q a OUTSIDE PAR 0 Lu L1 ' o' CONT. (T1'P) Or:;,REBAR II II --A �a 2X WALL FRAMING II II CONTINUOUS 4 z z O ' (3) 1/2 "X8" ANCHOR BOLTS = _ _ _ $II z @ z _ ' 8" CMU FILLED or (3) I/2"X8" J-BOLTS — — — r= — Z U MIN. (o" EMBEDMENIT l'� d V @ CELL (T1'P.) O W/ 2 "X2 "X1/8 WASHE:R AND -oO _ � T1'P. EXTERIOR 5H1=AT1-SING EXT. FRAME WALL t0 NUT SPACED EVEMLY FROM 25" MIN. LAP `Q ATTACH„IENT FOR ROOF SHEATHING BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET TYP. REBAR LAP @ @ NOTE - IN JOINTS PRIOR IrO FILLING. CORNERS (SLEEVED ANCHOR IN SOLID WHEN GLUED TO ROOF r EE IBER POUR ACCEPTABLE RETROFIT) 2-115's REBAR a 1 STORY EDGES 4 10"-12" IN FEILD 3-05's REBAR a 2 STORYARA 00 f NORMA f ON T1'P. EXTERIOR SHEATHING ATTACW-LENT POURED LENTIL FOR SHEAi� AND UPLIFT �o'; CONT. (TYP) ( O.S.B. TO E3E STRUCTURAL GRADE) `d •, CONNECTORS FROM PLATE TO STUD TO PLATE cGROUTED z PRE -CAST NDR. SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS (BOND BEAM 2X(o GARAGE DOOR BUCK W/ (�/ (3) 1/2"X8" ANCHOR BOLTS TIE TO HORZ. PARS 1 o' :be or (3) 1/2"XS" J-BOLTS 8 MIN. EMBEDMENT % '' (oil EMBEDMENT MIN. S" GMU FILLED W/ 2"X2"X1/8 WASHER AND # CELL (TYP.) -- NUT SPACED EVENLY FROM 56 GUN NAILS HORZ. REINFO OOK VERT. REINF. - FLOOR TO GARAGE DOOR HDR. � e 12" O.C. IN FIELD H IN GROUTED IN JOINTS PRIOR TO FILLING. Lu CELL 1-2X(o PT BLOCK a CENTER OF Q DOOR HEADER WK U (1) 1/2"X8" ANCHOR BOLTS CLEANOUT REQ'D or (1) 1/2"XS" J-BOLTS z O .;, • ' ' FOR GROUT L IFT EMBEDMENT - W/ 2 X2 X1/S WASHER AND NUT 5 FT. UNLESS FOOTING DWL ISNORz. REINFORCING " NOOK } NOT REQ'D. T�'P. FL 00' DECKING ATTACHMENT TO FLOOR JOIST HORIzONTAL/VE:RTICAL REINFORCING m EA. SHEET TO BE GLUED AT ALL EXi=OSED JOIST IEP 1 euuJ AID BAKERS CROSSING LOT #70 PHASE # IIvgONOLITHIC BLOCK DETAILS NOTES DATE: 8/12/03 SCALE: SHEET D1 OF `—it- 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND a G CHASE GROVES,WAVERLEE WOODS 2X4 S ROV D a (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2 "X4" BLOCKING FEILD <STREAM CHASE ROVES,WAVERLEE WOODS FOR CONNECTOR) FEILD STREAM FIRST TWO 6 SUB -BAND FEILD STREAM 2X6 SUB -BAND 4 0O.G.MAX S LAKE KEHOE,CYPRESS .HEAD 2X6 SUB -BAND a " METAL LATH 2X -00 ROOF TRUSSES LAKE KEHOE CYPRESS HEAD ALOMA WOODS LAKE KEHOE CYPRESS HEAD ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS 24' O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" OSB OR 1/5" TEXTURED WRAPPED/ALUM FINISHED FASCIA ASPHALT SHINGLES. METAL DRIP EDGE- -I/16" OSBORH 11/2" SHEATHING 1/2"W/ 15 FE T PLYWOOD FINISH OVER #15 FELT R-19 INSULATION R-19 INSULATION FIBERGLASS SHINGLES 7/16" OSB. SHEATHING - OR 1/2" PLY. ON #15 FELT OVER 1 3/4" T G PLYWOOD. 2X4000 HURRICANE STRAPS 1/16 OSB. SHEATHING \ TO BE GLUED (SEE TRUSS PLAN METAL DRIP EDGE OR PROPER G • ROOF C BUSSES 4 NAILED FOR CONNECTOR) I/2" CLG. BOARD T TEXT. 2X4 SPF STIFFBACK AT BRACING HETA-16 METAL DRIP EDGE 2X4 DOUBLE PLATE CTYPJ LL UPRIGHTS OVER 4'-10' EMBEDDED O CliS GONT. ALUM. FINISHED VENTED SOFFIT LINTEL STRAP 1X2 FURR STRIPS EE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD B TEXT. -1/5° TEXTURED FINISH 8" LINTEL BLOCK FILLED 0 0 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLRJELEV FOR DES. WOOD BASE (TYPJ -i/16" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED PRE -CAST LINTEL -I/S"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD OR 1/2" FLY./- FINISH FELT BARRIER OVER GLUED 4 NAILED ALUM. WINDOW - 1/16" OSB SHEATHING OR 1/2" PLY, SEE FLRJELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE �— FROM 2nd FLR. LINE) SEE FRAME PLANS TO p1�L TOP PLATE W/ I/2" GLG. BOARD TEXT. TWO �� PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ 2X4 NAILER (CONT.) OR MSTA-24 24 O.G. MAX R-4.2 INSULATION O (1)#5 CONT. FSEE TRRUSS PAN OR HDR SIZE a CMu SAND DETAIL NETTO 1X2 FURRING STRIPS 1X2 P.T. FURRING STRIPS FLR JSt TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" WOOD BASE SEE FLRJELEV FOR DES. SILL 5" LINTEL BLOCK FILLED u 1/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYPJ PRE -CAST LINTEL OR 1/2" PLY. UNDER Ow FELT BARRIER PRE-FAE TRUSS ALUM. WINDOW FLUOR JOIST/ 1/2" CLG. BOARD TEXT. 6 "X6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS OR FIBER MESH SEE FRAME PLANS SF-4 32" O.G. '� STUD 2X4 D13L. TOP PLATE 0 REINFORCEMENT — ' FOR JOIST TYPE 1/2" DRYWALL PRE -CAST SILL LONG. SLAB OVER CLEAN, HETA-16 @ 32 O. C. MAX 1/2 CLG. BOARD 4 TEXT -.--- GOMPAGT,TERMITE TREATED O (1/105 CONT. z QwL z w SOIL OVER 6 MIL VIS. VAPOR g" LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS � } � } 2 #5 GONT. a CMU BARRIER,W/6X6 #10 WWM 2X4 CONT. STRESS e1/o O.C. N 0 - 0 I _4 (FILLED) BLOCKING MID -WALL TEXTURED FINISH 1/4 WOOD BASE (TYPJ PRE -CAST LINTEL — 0 1/2" DRYWALL 2X4 PT. PLATE O w 5P-4 32" O.C. e STUD 1/2"X9" A.D. 32" O.C. ALUM. WINDOW (W14EN U1PL IFT)� (o" EMBEDMENT c� Z SEE FLRJELEV FOR DES. T,I'P. UJALL SECTION SILL 5L< I=STORY o O 6"x6" #10 W.W.M. PRE -CAST SILL — Woop BASE (TYPJ CONC SL 4 4" F OR FIBER MESH CONC. SLAB 2 *S s C.ONT. - _ _ 3 '#5's GONT z REINFORCEMENT w z w 1'-4° 0)Y_ } y } a' cMu 6 MIL VIS 1-STORY O m O 1 -g VAPOR BARRIER TEXTURED FINISH I/4" INTERIOR BARING WALL SHINGLE S OVER TYP. LUALL EJECTION O w \�-". r�ODO NOT INSTALL CONNECTORSE.- FOR WALL6 W/FLOOR D. ONLY ASPHALT LE R #15 FELT ON -1/16" O.S.B. 2"X4" E3LOCKING ~ SHEATHING OR I/2" PLY FIRST 1TWO BAYS 2-STORY 6"X6" #ID W.WI.M. 2X4 DBL TOP PLATE METAL DRIP EDGE — 4'-0` O.G.MAX —�O OR FIBER MESH 2X4 SUB -BAND REINFORCEMENT CHASE GROVE S,WAVERLEI- WOODS SEE TRUSS ENG. Z FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNEC"COBS ui z w 2X6 SUB -BAND (SEE TRUSS PLAN) N O }O (3) #5's CONT. LAKE KEHOE,CYPRESS HEAD BRACING ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE U m U 1/2II DRY WALL WRAPPED/ALUM FINISHED FASCIA 24" O.C. FIRST FLOOR BLOCK ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS SECOND FLOOR FRAME 2X4 SPF STIFFBACK AT 2X4 16" O.C. MAX ALL UPRIGHTS OVER 4'-I0" (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) 1/5" TEXTURED FINISH PRE -FAB TRUSS 2X4 PT. OVER 15# FELT OVER � 1/21" CLG. BOARD 4 TEXT. -f/16" O.S.B. SHEATHING 2"X4" NAILER CONT, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE OR 1/2" PLY. (2) LAYERS -1/16 S -4 32" O.G. 0 STUD 5 1/2" X 9" A.B W/ P 2X4 DBL. TOP PLATE ON GALV'D. METAL MIN. 6 Ei~IBEDMENT O.S.B.SECURE EA, LAYER LATH OVER TYVE :+;.,.• " u HDR. STUDS)/JACK(S) . 1/2" DRYWALL OF #15 FEL1 32pO.G. MAX R 2x4 P.T. PLATE W/ 0 W/2 5d,s 8 - 12 O.C. -� � 1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS #5 REBAR CONT. MIN. 6" EMBEDMENT 1/2" X 9" A.B cOR J-BOLT LSTA 12 r. '4:•; STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �1(o O.G. W/2 DIA. AT 32 O. G. 32 O.G.MA�X KING STUDS) 6P-4 BLOCKING MID -WALL /• SECURE TRUSS TO 2X6 W/ TOP � BOTTOM) 3/4" T �G SUBFLOOR 126 a 6"-a° GONG;. FILLED LINTEL + PLYWOOD TO TRUSS NAILING BLK. REINF., WITH (0#5 ROD GLUED NAILED 4" o. C. EDGE 6" O. C. IN FEILD �-.� •: FLR. JST. SIZE SEE FRAME PLAIN all Gl" H IX:2 P.T. FURRING STRIPS .SHEATHING OVER 2X4's TEXTURE FINISH 1/2' CLG. BOARD 4 TEXT. R�-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1st FLi�. STUD 2X4 DEL. TOP PLATE 1.000DRAI"« TO 5L< 1/2" DRYWALL - _ _ _ — — _ _ = MSTA-3(o 32" O.C. 1/2" DRYWALL IT 2X4 WOOD STUDS N I I I I I I 2X4 CONT. STRESS Q1(a" O.G. WOOD BASE I I I I I I BLOCKING MID -WALL I II II NAIL PER SCHEDULE/ 2X4 PT, PLATE BOLT PER FNP. PLAN 5P-4 32 O.G. STUD 1/2"X9" A.B. 32" O.G. O Q co --•— I I I I I MIN. 6" EMBEDMENT z _ U 61"X6" #10 W.W.M. CONC. SLAB L 2X5 RIDGE } p- 0 0 OfiR FIBER MESH # 41 4 2X4 COLLAR TIE 0 O RIEINFORCEMENT T'I'P EXTERIOR OFENING IN FRX-lrz 3 5 s CONT. 1 -5 EVERY OTHER RAFTER 0 O � p� Z w � 4 2X6 RAFTELu m � \j } 2 STORE' S U m U 2 05 C�ONT. U 1'=4" ? m T,I'P. WALL SECTION 2-12d EVERY TRUS 3-126 RAFTS INTEfRlCR FEARING WALL IX6 NAILER 3-12d To NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 7/16" O S B 1X5 NAILER OR 1/2" PLY. 2-126 EVERY TRU i 5L< I=STORY (G45LE)l MfNIMI M WALL AND HEADER DETAIL_/v L_�Y STIED R old (R MENT5 2003 MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 5'-0' 4'-11 1/2' 7'-I1 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 12 1 3 NUMBER OF FUI_!. !_ENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS CROSSING LOT #70 PHASE # MONOLITHIC BLOCK DETAILS & NOTES mmommmmo DATE: 8/12/03 SCALE: 1/41■1'-®' SHEET D 2 or �l- t • • 1; i # 1000 L fi 1__. FT SIMPSOM MT5-12 W/I 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)5IMPSOM MT6-12 ONE EA. SIDE OF TRH OPPOSITE SIDE OF I- W/-1 lmd TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -RUBS FINISH a LANDING 3 BOND BEAM TfRUSS ANCHOR lDT,4f L= R TROD f T 9" MIN. LESS THAN 10' REQUIRES P NOSING DBL 2X12 - FLOOR J015T - 3/4" PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH 5TRINCzER NOTE: STAIRS RISERS TO CONFORM TO FBC 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 GROSS SECTION DIA- TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPAB I L ITY WINDERS- MIN. 6' WIDE m NARROW END MIN. 11" WIDTH g 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX DBL_ TOP PLATE 2X4 STUD T/16" OR 15/32' W/T/8' TEXTURED FINISHED OVER GALVINIZED METAL _ — — PAPER BACK LATH SIMPSON H-5 (MIN-) a 2X4 TO TRUSS PRE. END. TRU55 2X4 STM. PLATE 3/4" PLYWOOD 2X12 'TREAD CUT TO FIT - 1X& RISER LESS THAN 4" TYP, BETWEEN SPINDLES SP4 OR H-5 TOP PLATE TOP STUDS 2'-0' ASV. 10'-0' LEVEL T(O ROOF OR 2'-0' ABV. HIGHEST RIIDGE WITHIN 2'-0' 10'-(0" FRAMED CRICKET HANL 1/2' L IX 1' NOSING TYP. � Q c{1 � r STAffR S CTICN D TAILG PRE. ENG. TRUE IX2 PTTOP OF DBL. TOP PLA' '1/16' OR 15/32' W!1/8' TEXTURE FINISHED OVER GALVINIZI=D ME PAPER BACKI �f1I1N�' DETAILS CRICKET SIMPSON H-5 (MIN.) c 2X4 TO TRUSS SECTION 2'-5-1/2" FLAN VIEW Ups FROM TRU55 TO DBL. PLATE5 ApV. 12u z L I 30" MIN. FINISH 5T 41 UJiNID E F-, [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 1/16' 0.5.5. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-12d m EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 BAYS NAILS (2) Ind EA END TO TRUSS 2X4 5YP 5TIFF15ACK AT ALL UPRIGHTS OVER 4'-10' 7/16' 055 SHEATHING USE 8d NAILS AT 4' o..c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A.B. COMMON (W/ 2?' DIA. WA5HER5) 9 32" O.G. MAX. I/2" CLG. BOARD TRU55 24o.c. NAIL CONT. RAT RUN Ti INSULATION TRUSS W/ (2) 12d lw EA. TRU55 R-19 MIN. 1-05 REBAR CONT. 2X4 5PF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (1 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) �A L I E C 055 )AGING; — �J O 2X4 SECURE TO 2X4 BLK W/2-12d -- SECURE TC� BLK W/ META-I6 e � F SECURE TO TRUSS W/ 3-12d 6'-8' O.G. MAX TYP. e 2X4 BLK SECURE THRU TRUSS W/3-12de '--PER ENG'D TRUSS 24' O.C. MAX 1'-(0" 2'-(0"" 2 I _0" EXTEN5ION Oi=T 5ERV10E E�)R. N.T.5. METAL LATH OSB OR TEXTURED 1/16" OSB OR 1/2' PLYWOOD 1/2' PLYWOOD W/ 150 FELL FINISH W/ 15 FELT 2X& (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. META-16 JOINT OVERLAP CAULK SIMPSON GMU'S HETA-I�o CMU'S TEXTURED TEXTURED FINfS 1 FINISH TWO 510RI TWO 510RY (2) 2X4 *2 ND 5YP DIAGONAIL BRACE— TQ G02dER 9ATRU558S DIAGONAIL BR4c>= 2X4 BLOCKING FIRST' 2 BAYS AT SHEATHING 5EAM5 (2) lmd NAILS EA END TO TRUSS 2X4 5YP STIFFBACK AT ALL UPRIGHTS OVER 4'-I0' 7/16' 055 SHEATHING USE ad NAILS AT 4' c.c. EDGE 4 ro' o.c- FIELD -- 2X4 W/ 3/8' X 5 LAG OR SIMPSON HTC-4 32' O.C. MAX. SHEATHING NAILING TO E9E 6"-8' O.C. IN FIELD 4' O.G.QALL EDGES W/8d NAILS FIRST FLOOR BLOGK SECOND FLOOR FRAMING ASPHALT 5HINGLE5 OVER " 15 FELT ON -1/16" O.S.B. — �coMMOM 1/2' CLG. BOARD TRUSS 24' c.c. NAIL CONT. (SAT RUN TO INSULATION TRUSS W/ (2) 12d 6 EA. TRUSS R-19 MIN. p AGNARANTTo [DIAGONAL ADJACENT CE D15L TOP PLATE -2X4 STUD 16' O.G. MAX. 2X4 ATM. PLATE 5U8-FLOOR '4AILED HETA-16' FLR JST TO BLK At!19 \—FLR TRuss 1-"5 REBAR CONT. m'-O" TO 30'-0" (1) 'X' BRACE 30'-1" TO &0'-0" (3) 'X' BRACE (I 'X' BRACE w CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) zz,45L E ENID CR05e RAC f Ne 2 - eTCR� BAKERS CROSSING LOT #70 PHASE #F MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 8/12/03 Sc AT 1/4'•1'-m' SHEET D 3 OP' 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: MIN EMBEDMENT 1 1/4') SECURE TO BLoCK 8' FROM EACH END AND 15' W/3/16' TAPCONS OR DRIVE 2 X 4 (MIN 2 X 3J I-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4") MIN EMBEDMENT 1 1/4") OR DRIVE PIN (MIN SHANK SIZE_145 WITHIN 8' OF EACH END 4 18" O.C. MAX. SPACING. 8' FROM EACH END AND 18" PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 2 X 6: O.C. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND IS" SECURE TO 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 51ZE.145 LESS THAN �-EXISTING BLK ASV. PIN (MIN SHANK SIZE.145 MIN HEAP SIZE 300 16' HIEGHT. 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 I/4' TEXTURED FINISH MIN HEAD SIZE .300 MIN EMBEDMENT I I/41 ) MIN EMBEDMENT 11/4") MIN HEAD SIZE 300 7/S' TEXTURED FINISH WITHIN 8' OF EACH END 4 8' FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4") 7/16' OSB SHEATHING IS" O.G. MAX. SPACING. 8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.IWHEN 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 (WHEN OVER 16" IN HIEGHT.) 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.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 MASONITE SECURE W/2-12d EACH END W12-3/16' TAPCONS OR DRIVE 8' CMU-- 1'X4' OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE 4 NAIL W/8d'S 8'-12' O.C. ATTACHMENT PER MANUFAGTOR'S SPECS. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND IS" MTL WDW FRAME MIN HEAD SIZE 300 DOOR CASING O.G. MAX. MIN 1- 1/4' EMBEDMENT CMU WALL MIN EMBEDMENT 1 1/4') WITHIN 8' OF EACH END 4 NOTE: •NOTE: NO GAP e WDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB TO EXCEED 1/4' ATTACH TO 2 X DO NOT EXECED 1/4'. /� �C I � A � � T/� j L j � Il �j� I ��'� I �- PER MANUFACTOR'S DETAILS. D � T A I L C U T � W A � A C � � A � [DETAIL - 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') l/8' TEXTURED FINISH B' FROM EACH END AND 18' MORE THAN SECURE 2 X RIP TO FIT �/16' OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. SECURE THUR FRAME AND D.C. MAX. MIN 1-114' EMBEDMENT 16' HIEGHT. W/2-12dS 6"-8' O.C. MAX. EXTEND 1-1/4' INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 (WHEN OVER lro" IN HIEGHT) PIN !MI SHANK MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X SOLID BLK'G g ARCH MIN EMBEDMENT 1 1/4') S' CMU-- -� I/2" DRYWALL ' MIN EMBEDMENT 11/4') D SECURE W/2-12d EACH END REFER TO MANUFACTURING IX4 OR I'X2 P.T. NAILER 8' FROM EACH END AND O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING ATTACHMENT PER MANUFACTOR'S SPEC'S. DETAILS FOR SPACING. - DOOR CASING 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 l6' O.C. MAX.(WHEN OVER lro' IN HIEGHT.) MTL WDW FRAME NOTE: OR DRIVE PIN (MIN SHANK SIZE.145 •NOTE: NO GAP v WDW FRAME SHIM AS NEEDED MIN HEAD SIZE 300 2X4 BLOCKS TO EXCEED 1/4' DOOR JAMB TO PLUMB JAMB MIN EMBEDMENT 1 1/4') R'�-- CMU WALL DO NOT EXECED 1/4'. 8' FROM EACH END AND 18' O.C. MAX. MIN I- I/4' EMBEDMENT /J A [DETAIL %U/ D O O fR J A 5 TO E3L O C< =3/ i O fR 5/ i AfP,,Ck4W/4� D TA L le?" 4NED Uf= r .. - ��- NAILING SCHEE>UL_E ALL NC) -FEES IN REFERENCE ROOF DIAFHRAM TO F L_C.) R I C.:>A B U I L_ E I N G USE 1/16' 03E. OR 1/2' FLY WITH •8 GUN NAILS AT 4' O.C. AT 5111=11ORTED PANEL EDGES AND 'S GUN NAILS AT 6' OL. AT C, C°"y 001 INTER" IEDIATE SUPPORTS. ALSO SEE DETAIL. - -- ,� ROOF SHEATHING TO GABLE END FRAME -. - .,. , ::.. •, ..-� -_. - jam:._ _ -- \•........._., _. USE It-- CAN NAILS a 4' O.C. SITE PLAN NOTES . ..._. ,, - ....\ EXTEMOR SHEATHNG . " 4v-••--- I -' USE'IA6' ObE.OR IR' PLY WITH -8 GUN NAILS AT 6' O.G AT PANEL SIDES AND 'B GLN NAILS 4' O.C. TOP / BOTTOM PANEL AND 08 GUN NAILS AT 6' O.C. AT 1)LOWEST SLAB A7 LIVING AREA SHALL BE MINIMUM 113' 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 OTSfERWISE NOTED, THIS BUILDING IS NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION NAIL REQUIREMENTS ABV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. SIZE F HEAD LENGHT DIA. TENSIL STR. 3/ LOT UKAINAC�E *HALL GVIVPVh7-I IV ALL LVCrAL LVLty, KtGSULAI IUNO AND RE67RICTIONS HAVING JURISDICTION. 5d I V8' .113 110p00 IROUNPMODIRF5 OR T 4) ALL ON-SITEE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. R) 1 AklTC AGIAII- 1O 1.1 ATI/1AI 4LOWfIAI/- CT/' CLIAI I /^M=/SCAM T^ 1 /`!'AI 10d _ 2 1/8' 128 110p00 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIOK9 AND RE6TRICTION-5 HAVING JURISDICTIONS AND STAPLE,NAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: PLUMBING NOTE S 1. BUILDING CODE REQUIRMENT5 FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2001 3. WIND SPEED8 110-120 (PERWIND SPEED MAP) U 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' 6. INTERNAL PRESSURE GO -EFFICIENT +18 THRU -IB 2) WATER LINES SHALL BE CPVC. DBL. TOP PLAkTE 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC DBL. TOP PLATE DBL. TOP PLATE A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. WALL FOOTINGS. 0� CONTINUOUS 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AGt 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 PSI IN 28 DAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 2X4 16' O.C. MAX. C. REINFORCING BARS SHALL CONFOR-1 To ASIM Aro15 A616 OR roll, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 2X4 16' O.G. MAX. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF b) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'8 OFFERINGS. A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP• ALL STUDS SHALL BE STUD GRADE SPF. SECURE 2X4 TALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY lb) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL TO WOOD W/2-12d 9 SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED B. A/C PLATFORMS TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' 11 6 -8 O.G. STAGGERED SECURE 2X4 TO WOOD W/2-12d 6. TRUSSES RISER DIA<sRAMS AND PLAN LOCATIONS TO OWNER A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 6'-8' O.C. STAGGERED FLORIDA BUILDING CODE 2001 10) ALL CLEANOUTS FLUSH WITH GRADE. BT. PLATE TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, a BT. PLATE 1. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/16' TAPCONS A. ENGINEERED FOR 120 MPH WIND lw3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUT8 SHALL CONFORM TO FLORIDA OR DRIVE PIN (MIN SHANK 8IZE-145 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16" TAPCONS �� 8. ASPHALT SHINGLES 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 2001. MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 WITHIN a' OF EACH END NOT TO MIN HEAD SIZE 300 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED 15' O.C-MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') FOUNDATION NOTECS 15) ALL WATER CLOSETS SHALL BE WATER SAVING 1.6 GALLON FLUSH TYPE SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO 1. FOUNDATION DESIGN BASED ON 2000 PSF. MIN. ALLOWABLE BEARING BL-QQK NOTES MIN. 2-12d PER BLK. EA. END 1/2 PLYWOOD EXCEED IS' O.G.MAX. PRESSURE. OR 1/16' O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE 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 SHALL BE SUBMITTED MASONARY IN ACCORDANCE WITH ASTM CW AND C145 AND SHALL HAVE A NET AREA COMMPRESSIVE STRENGTT OF 1900 PSI. MIN. 2-12d PER BILK. EA. END' OR 1/16' O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR MORTAR 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4 MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASIM C210. /� METAL ACCESSORIES ACsGRECsATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE l/ed' ` / 'I` 4. ALL SLABS SHALL BE MIN. 3 1/2' tH(CK'CONGRETE OVER 6 MIL VAPOR �A A5TM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. B. ABTMA36 FOR PLATE, HEADED AND BENT BAR ANCHOR&. 5. REINFORGED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A36ro 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 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO BE 5TAINLE55 STEEL OR DIPPED GALVANIZED MEETING THE HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25". REQUIREMENTS OF ASTM A90. 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 MASORY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR 50LID MASONRY 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 - ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 3•-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: + CORNERS. 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 BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, Arbil, OR A106. 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE BAKERS CROSSING LOT #70 PHASE #f IIvJ[ONOLITHIC BLOCK DETAILS NOTES DATE: 8/12/03 SIC AT: 1/4'=1'-®' SHEET D 4 of 4