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Home My WebLink About314 Appaloosa Ct 03-2748 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'IDr #102 ;. Orlando, FL 32822 (407)857-91.03 PHONE NUMBER CBC 055300 PROPERTY OWNER ADDRESS t PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL, CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION!i e PERMIT # 0 14bDATE A* PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE A7 ",&9-4C:Z p 0 q a DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- RESIDENTIAL - GROUP R • CONSTRUCTION TYPE - VI • 1-STORY RESIDENCE: BLDG HGT 1 J' -10" 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) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 30PSF LIVE 10PSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 10PSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 1OPSF DEAD STAIRS-40PSF LIVE 1OPSF 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 C 1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 1 B LINTEL SCHEDULE PG 1 C WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3D ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION "F" PG 3G ELEVATION "G" PG 4D TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 4G TRUSS PLAN PG 5 ELECTRICAL PLAN PG 5A OPTIONAL COVERED PORCH 99 9 i j j- 99 4 www. drhorton. com CBC055300 6250 Hazem..Itincm.. Natic�nal E)rivcm C>r1ancic>7 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 MITAaANtr OFFIC", COPY BAKERS CROSSING LOT #85 PHASE #21 DATE: 8/07/03 SCALE: 1/4'=I'-0' >, SHEET '' C l of 5 BAKERS CROSSING LOT #85 PHASE #21 MODE7 991965- R" F.S./B.C. 9 - 4" FOUNDATION PLAN DATE: 8/0 7/03 SCALE: 1/41111-0' SHEET I OF 5 BAKERS CROSSING LOT #85 'HASE #21 MODEL: 99 1 ^ 6 5 - R99 F.S./D.C. 99- 4" DOWEL PLAN DATE: 8/07/03 BOAT : I/4'■I'-0' BHEET IAOF 5 w BAKERS CROSSING LOT #85 PHASE #21 MODEL: F. S. /B. C. 9 9 - 4" LINTEL SCHEDULE DATE: 8/07/03 SCALE: 1/4'•I'-0' SHEET 1 B of 5 W BAKERS CROSSING LOT #85 PHASE #2 MODEL: 991965- R99 F.S./B.C. 9 — 499 WIND LOAD CALCULATIONS DATE: 8/07/03 SCA M: 1/4,s1'-08 SHEET i C or 5 u M BAKERS CROSSING LOT #85 PHASE #21 MODEL: 99 1 ^ 6 5 - R99 F.S./B.C. 99- 4" FLOOR PLAN DATE: 8/07/03 SCALE: 1/4gal ' -0' SHEET 2 or 5 14' - O" 5RG. OL 2.5/12 VAULT LINE 9'-4" E3RG. IS" DECO. SHUTTER ciJ TEXTURED FINISH 0'-0" FIN. FLR.4 3 4 9'-4" E3RG. 0'-0" FIN. F IN-110110110110-1101 FX_l INIIFM-IIFR-IIFM-IIFM-IIFU-IIFR-l� TEXTURED J C FINISH LEFT ROOF VENTS PER 91 ED 55C lFX_llfm_llFn_ll1m_ll ll INS, I ng�), � '' gj� 9'-4" E3RG. 0'-0" FIN. FOR. OFF -RIDGE VENT 19'-9" 5LDG HT. REAR ELEVATION 9' - 4" RRG. ,gym'-D" FIN. FLR. OFF -RIDGE VENT all 4" KEY DETAIL r. SILL DETAIL O `-5" RAD. STUCCO BAND � CxARAC�E BAKERS CROSSING LOT #85 PHASE #2 MODEL: 9'-4" E3RG. " 77 (? 99 ,� 9 -4 BRG. 1 (� eJ 6 5 — oll F.S. B.C. 2'-011 9 9 — 499 TEXTURED ELEVATION FINISH „ F„ m'-O" FIN. FLR.� ,gym'-O" FIN. FOR. DATE: 8 /0'7 /0 3 SCAT : 1/4121'-0' ��►� RIGHT ELEVATION :SHEET ROOF VENTS PER 131 ED 5E3C `�'� 3 F OF 5 u (2)NETA-16 HEAL VR SPAN CHART SINGLE 5TOR1' APPLICATION SIZE CLEAR SPAN D5L 2Xro D5L 2X8 D5L 2X10 D81- 2X12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIR5 51ZE CLEAR SPAN D5L 2X6 D)5L 2X8 D5L 2X10 D5L 2X12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0" 8'-0" AND OVER 4X4 PO6T=(2)2X4'6 NAILED WITH 12d 6"-8" O.G. STAGGERED 4X6 PO6T=(3)2X4'6 NAILED WITH 126 &"-8" O.C. STAGGERED 6 5A MPETA-16 D5L. TOP PLATE 7• • 7-3 INISH ?11 LL 1 KNEE WALL DETAIL -ENG'D GABLE LEDGER 2D .0 I UPRIGHT OCRICKET DETAIL * CONNECTOR5 TO 5E 51MP50N U.N.O. * TRU55 TO F3LK META-16 W/12-lOdXl 1/2 * TRU55 TO WOOD MT5-12 W/14-10dX1 1/2 BAKERS CROSSING LOT #85 PHASE #21 MODEL: 531965- R" F.S./B.C. 99-4)1 TRUSS PLAN >> F') ACCUSPAN DATE: 8/07/03 SCALE: 1/41=1'-0' SHEET 4 F of 5 11 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES II0V OUTLET 1/2 OF OUTLET [�ILjI■ 11(DV OUTLET WIRED to SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GF I INTERUPTER JJ 6 220V OUTLET EXTERIOR GROUND FAULT GpI WATERPROOF OUTLET INTERUPTER SWITCH SWITCH 3-WAY OPER !�4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT VAPOR PROOF `O:/VP L IGHT RECESSED CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN I CFM PER W/LIGHT SQ. FT. 2' LIGHT STRIP 4' LIGHT STRIP 4' TRACK LIGHT FLOURECENT RAP AROUND LIGHT —i 2' FLOURECENT — — — — 4'FLOURECENT ® PANEL g METER SMOKE SALT. BACK-UP OS.D. W/ HRDWIRE DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH p ISCONNECT AIR COND. A/C DISCONNECT TV. TELEVISION JACK c;EILING5OX REQUIRED TO CEILING BE SUPPORTED FAN/LIGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECT ION FLOOD LIGHT INTERCOM SPEAKER 45A CHIMES ELEU"TRIC"AL PLAN LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED aHOMEOWNER PRECONSTRUCTION MEETING NOTE: NOTE: *ALL RECEPTACLES IN SLEEPING: ROOMS TO BE ARC FAULT.(NEC 210-12) *20 AMP DEDICATED LAUNDRY CIRCUIT. METER FEILD VERIFY LOCATION 4/0 ALU. CABLE 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D TYP. 200 200 AMP AMP. INSIDE MAIN PANEL DISC. 112 SERVICE BY POWER CO. 04 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL TO MAIN SEWER ELECTRICAL RISER A/C DISC. NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. KIT. 1*12 COPPER TO LIGHTS 4 OUTLETS #10 COPPER TO WATER HEATER #S COPPER TO RANGE 11L r 3 ° V_T R_ PLUMBING RISER lu-11AGRAM MEDIA RM/,- II C� II I I � � /PRE -WIRE I I I FAN 0 I I I 1 II I I I l ) ------------------- 0 OFT, ME91A R99M _AV. BAKERS CROSSING LOT #85 PHASE #2 MODEL: 991965- R99 F.S./B.C. 9 — 4" ELECTRICAL PLAN DATE: 8/07/03 SCALE: 1/41=1'-m' / SHEET a 5 OF 5 #10 W.W.M. z<Y-4 c� (2) CONT. #5 REBARSz (� f O TYP. WALL SECTION BLK_ SINGLE STORY c� 4" all � THICKEN EDGE (3) # 5 RODS EA. WAY ON CHAIRS (MIN. 3" COVER) GRADE 17 411 m 2'-0" 24"X24" EXT. PAD 4 01. y�6 : 0" CMU FILLED CELL (TYP.) J_f EXT. FRAME WALL TO BLOCK WALL CONNECTION SP-4 2X4 DBL 16" O.C./EA. STUD TOP PLATE 2X4 MID -WALL BLKG #5 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.C. 2X4 MID -WALL i/2" X 9" A.B. 32" O.C. ��PSI EPDXY 25" MIN. ASV. SLAB/6" MIN. EMBEDMENT (o ° EMBEDMENT BLKG �" EMBEDMENT 2X4 STUD I(o" O.C. MAX. -' IIr(lix6 #10 W.W.M. O.G./EA. STUD--� 2X4 P.T. BT PLATE 2X4 P.T. BT PLATE SP-4 16 " O.G./EA. STUD 0 0 ° ° CONC. SLAB 4 4 - CONC. SLAB 4 1 _S, z 4 TYP. RETROFIT FOR ALL 2 *5'5 CONT. 1'-O" m -� 3 #5'6 CONT. -' 1 OMITTEp FOUNDATION DOWELS INTERIOR BEARING FALL fNTERIOiR ``� BEARING WALL 1-STORY 2 - STORY l2 i G � GARAGE CURB STOP SLIpING [DOOR TRACK SLOPE CONC. TO FRONT(1/4"-1/2 ") 1 1/2 ° 9 1/2 " SLAB AT SL. GLASS POOR POURED LENTIL CONT. (TYP) 2X WALL FRAMING (3) 1/2 "XS" ANCHOR BOLTS or (3) 1/2"XS" J-BOLTS f� MIN. 6" EMBEDMENT W/ 2 "X2 "X1/5 WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) GROUTED BOND BEAM TIE TO HORZ. BARS 8" MIN. EMBEDMENT ' HORZ. REINFORCING • 6 " HOOK A. 3 1/2" @ HEAD OF GARAGE (VARIES WITH SLOPE) 9" ANCHOR BOLTS AT 3' O.C. ONLY IF UPLIFT ON WALL MIN 6" EMBEDMENT 6 "X6 " #10 W.W.M. 2 #5'S ON CHAIRS INSIDE FTG. AT GARAGE STEP-UP I -STORY SEARING WALL GARAGE SLAB N 3 1/2" DEAD OF GARAGE (VARIES WITH SLOPE) 9" ANCHOR BOLTS AT 3' O.C. MIN 6" EMBEDMENT 6 (01, #10 W.W.M. o o o Q) 0) 1 -S 3 #5'6 ON CHAIRS INSIDE FTG. AT GARAGE STEP-UP 2-STORY BEARING WALL CURB WALL 8 GONG. DRIVEWAY GARAGE BEYOUND GARAGE DOOR 11 OPENING II II �I II II II To BE II II II #5 REBAR II II II OUTSIDE BAR II II CONTINUOUS z CV } �O VERT. RE INF. IN GROUTED CELL 25" MIN. LAP TYP. REBAR LAP e CORNERS 2 -#5's REBAR a 1 STORY REBAR m 2 STORY N GLEANOUT REQ'D ,a -° FOR GROUT LIFT �T — — •— > 5 FT. UNLESS HORZ. REINFORCING w- FOOTING DWL IS 6 " NOOK } NOT REQ'D. HORIzONTAL/VERTICAL REINFORCING c� OU 2X4 MID -WALL BLKG 2X4 STUD 16 " O.C. MAX. 2X4 P.T. BT PLATE oa CONC. SLAB — q 2 #515 CONT. 4 ]I -oil 4 in INTERIOfiR BEAiRING WALL/NO UPLIFT 1-STORM' 0--05 DOWEL BAR(ONE SIDE OF DOOR IF NEEDED) 1 5/S" C B II 6"X6" #10 W.W.M. EXTEND 1 1/2' II 1L ''RECESS i/2" 2-05'8 ON CHAIRS SINGLE (3-5'8 W/2-STORY) STORY 1'-S" TWO STORY GARAGE SERVICE/POOL � DOOR RECESS CONC. SLAB OVER CLEAN, COMPACT TERMITE TREATED a0JL, 6 MIL. VIS. VAPOR 6 "X6 " #10 W.W.M. 3 #5's CONT. ► _v 3" MIN. COVER 13 2-STORY FOOTING GARAGE DOOR INFORMATION POURED LENTIL ' .' CONT. (TYP) :a PRE -CAST HDR. S1DES: 2X6 GARAGE DOOR BUCK W/ (3) 1/2"X8" ANCHOR BOLTS o Abe or (3) 1/2"X8" J-BOLTS 6" EMBEDMENT MIN. 5" CMU FILLED W/ 2"X2"X1/8 WASHER AND ,� NUT SPACED EVENLY FROM CELL (TYP.) _ FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER WIN) (1) 1/2 "XV ANCHOR BOLTS or (1) 1/2 "XS" J - BOLTS 6" EMBEDMENT W/ 2"X2"X1/8 WASHER AND NUT MIN. 6" EMBEDMENT 1/2" X 9" ANCHOR BOLTS AT 3' O.C. 2" ABV. CONC. - 6 "X6" #10 W.W.M. _-2-#5'S ON CHAIRS m WOOD FRAME FOOTING 3 / #5 DOWEL BARS #5 [DOWEL BARS i / DIM VARIES 5/8' DIM VARIES 1 5/8" CURB II 6"X6" #10 W.W.M. CURB II 6"X6" #10 W.W.M. II - zUA II CO�o �� -#5'S ON CHAIRS o m U r °, (3-5'8 W/2-6TORY) SINGL STORY 8 CsARACxE CURB TWO STORY �A GARAGE CURB TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING LAYOUT ROOF SHEATHING AND ENDWALL BRACING o FOR GABLE END FRAMING z Q v :3 BUILDING LENGTH ca #8d GUN NAILS e4" O.C. #06 GUN NAILS -@ TOP & BOTTOM EDGES e 6" O_C, IN FIELD �Lu _ Q Z 00 -oO _� a Q z U z z 70 ) �o V = TY`f _ EXTERIOR 5�4EAT4NCi; ATTACHMENT FOR ROOF SHEATHING NOTE: WHEN GLUED TO ROOF MEMBER 6"-8" as EDGES 4 10"-12" IN FEILD TYP. EXTERIOR SHEATHING ATTACHMENT FOR SHEAR AND UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE ARE NOT REQUIRED EXCEPT AT OPENINGS #86 GUN NAILS L1 N� z U ' z TYP. FLOOR DECKING ATTACHMENT TO FLOOR JOIST EA. SHEET TO BE GLUED AT ALL EXPOSED JOIST BAKERS CROSSING ILOT #85 PHASE #2 MONOLITHIC BLOCK DETAILS NOTES DATE: 8/01/03 1'SCAT.E: V4'■�'-0' SHEET DI OF 4 2X4 SUB-BANp HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB3BAND ID HURRICANE SUB-BANp � STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS FEILD STREAM 2"X4" BLOCKING FEILD SU AM FEILD STREAM FOR CONNECTOR) FEILD STREAM 2X6 SUB -BAND -a 2X6 SUB-BANp '� FIRST TWO BAYS METAL LATH LAKE KENOE,CYPRESS NEAP 4'-0' O.C. MAX ALOMA WOODS LAKE KEHOE,CYPRESS HEAD LAKE KEHOE,GYPRESS HEAD ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16" OSB OR 7/5" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE 1/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION _ R-19 INSULATION OR 1/2' PLY. W/ 15# FELT -1/16" OSB. SHEATHING FIBERGLASS SHINGLES _ OR A PLY. ON #15 FELT OVER 3/4" T 4 G PLYWOOD 2X4(CONT-) -1/16 055. SHEATHING TO BE GLUED HURRICANE STRAPS SEE TRUSS ENG. ROOF TRUSSES (SEE TRUSS PLAN METAL DRIP EDGE FOR PROPER 24" O.C. NAILED FOR CONNECTOR) 1/2" CLG. BOARD 4 TEXT. 2X4 SPF STfFFBAGK AT METAL DRIP EDGE 2X4 DOUBLE PLATE CTYP.) BRACING HETA-16 ° 0,�S GONT LL UPRIGHTS OVER 4'-10" EMBEDDED ALUM. FINISHED VENTED SOFFIT SILL Illm LINTEL STRAP 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. -1/a" TEXTURED FINISH 8 LINTEL BLo 0 OCK FILLED I/2 ALUM. WINDOW DRYWALL OVER 15 FELT OVER R-19 INSULATION SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) -1/16" O.S.B. SHEATHING CMU'S TEXTURED PRE -CAST LINTEL 1/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD OR I/2' PLY�- FINISH FELT BARRIER OVER GLUED 4 NAILED . ALUM. WINDOW 7/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./SEEN FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FROM E FLR. LINE " FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE PRE -CAST SILL SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD TEXT. TWO jO 1/2' DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SIMPSON HTC-4 32' O.C. MAX. 2X4 [DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR MSTA-24 24' O.C. MAX SEE TRU55 -LAN 8" CMU R-4.2 INSULATION v (Ii#5 GONT. FOR HDR SIZE 1X2 P.T. FURRING STRIPS HETA-16 IX2 FURRING STRIPS B AND DETAIL FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4"I Hill -0 %_1 11 WOOD BASE :::�o o I/2" DRYWALL SEE FLR./ELEV FOR DES. SILL 8 LINTEL BLOCK FILLED -1/16" OSB SHEATHING PRE -CAST LINTEL OR 1/2" PLY. UNDER WOOD BASE (TYP.) � FELT BARRIER o � PRE-FAB TRUSS ALUM. WINDOW FLOOR JOIST/ 6"X6' #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG_ BOARD 4 TEXT. OR FIBER MESH _ SEE FROR AME IST TPL ANS SP-4 32" O.C. 6 STUD 2X4 DBL. TOP PLATE 0 REINFORCEMENT PRE -CAST SILL CONIC. SLAB OVER CLEAN, HETA-16"� 32" O. G. MAX 1/2" CLG. BOARD TEXT •. 1/2" Dr'1'UJALL OR COMPACt,TERMITE TREATED (I)S CONT. z w z 8' CMU SOIL OVER 6 MIL V15. VAPOR a" LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS N 0 1'-4" 2 #5 CONT. BARRIER,W/6X6 #10 WWM (FILLED) 2X4 CONT. STRESS �I(o O.C. U m O TEXTURED FINISH 1/4° BLOGKING MID -WALL WOOD BASE (TYP.) PRE -CAST LINTEL 1/2 DRYWALL O O 2X4 PT. PLATE ow 5P-4 32" O.C. @ STUD 1/2 "X9" A.B. 32" O.C. z (Y SEE FLR./ELEV FOR DES (IUI-IEN UPLIFT) T�1'P. WALL SECTION -� � u sILL �° EMBEDMENT BLK. 1- �.�TOR�1' ° _ WOOD BASE (TYP.) z = 6"X6" #10 W.W.M. PRE -CAST SILL 4" L4` z <X 3 #5's CONT 0R FIBER MESH LONG. SLAB C0#5'sc. CONBT. - ua z L l REINFORCEMENT 1'-4" m 8" GMU 6 MIL VIS p p 1' -alla, BARRIER STOR�1' u INTERIOR BEARING WALL TEXTURED FINISH 1/4" ASPHALT SHINGLES OVER T-1'P_ WALL SECTION O Q � NOTE: FOR EDO NOT STALL ALLS FLOG CONNECTORS. ONLY 15 FELT ON 1/16 O.S.B. 2X4" BLOCKING SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - JTCF, ' METAL DRIP EDGE - 4'-0" O.C. MAX 6 "X(o" #10 W.W.M. 2X4 DBL TOP PLATE 2X4 SUB -BAND — 4 O O RE FIBER MESH RE INFORCEMENt CHASE GROVES,WAVERLEE wOODS SEE TRU55 ENG. FEILD STREAM ROOF FRAMING W/ CONNECTORS 2X6 SUB -BAND Q FOR PROPER BRACING (SEE TRUSS PLAN) y } } C3) #5's CONT. LAKE KEHOE,CYPRESS HEAD = O = O ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE !_�! U m WRAPPED/ALUM FINISHED FASCIA 24" O.G.1/2" DRY WALL ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIRST FLOOR BLOCK 2X4 SPF 5TIFF5ACK AT SECOND FLOOR FRAME ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) immmA 1/0" TEXTURED FINISH HEADER (5EE PLANS) OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAE3 TRU55 2X4 PT. 1/16" 0.5.15. SHEATHING BT. PLATE NAILER CONT 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH OR 1/2 PLY. (2) LAYERS 1/16 SP-4 32" O.C_ STUD 2X4 DBL. TOP PLATE �A NAovED' t1ETA X ' M N. 6'gEMBEDMENT O.S.B.SECURE EA, LAYER OF #15 FEL •'''`' 2x4 P.T. PLATE W/ u W/2 ad,s a"-12" O.G. -�.. HDR. STUD(S)/JACK(S) 1/2 DF,'T WALL ;�' 2' DIA. WASHER 1/2 "X9" ANCHOR BOLTS MAX. ''• '" MIN. 6" EMBEDMENT I/2" X 9" AB OR J-POET LSTA 12 2X4 1.000D STUDS #52REBAR CONT. STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �lro" O.C. r ,• r" W/2' DIA. AT 32' O. C. 32 O.C.MAX SECURE TRUSS TO 2X6 W/ KING STUD(S) SP-4 BLOCKING MID -WALL .• TOP 4 BOTTOM) "f•� ''•' 12d Q 6"-0" CONIC. FILLED LINTEL 3/4" TAG SUBFLOOR •,.1...;,; PLYWOOD TO TRUSS NAILING BLK. REINF. WITH C1)"5 ROD GLUED 4 NAILED 4" O. C. a EDGE 6" O. C. ,@ IN FEILD all CMU FLR. JST. SIZE SEE FRAME PLAN .� TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4' R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD TEXT. 1st FLR. STUD 2X4 DBL. TOP PLATE 1.000D ERA"1E TO BL.K. -90 I/2" DRYWALL — _ _ — -I= _ _ _ — — _ _ —I MSTA-36 32" O.C. . 1/2" DRYWALL I I I I I 2X4 WOOD STUDS 2X4 CONT. STRESS WOOED BASE I I I I I I BLOCKING MID -WALL I II II I NAIL PER SCHEDULE/ 2X4 PT. PLATE p I I I I I BOLT PER FND. PLAN 5P-4 32" O.C. '@ STUD 1/21" I>IN. 6A E BED1 O.C. z °° F_ 6"X6" #10 W.W.M. CONIC. SLABZ p 2X8 RIDGE LU Q- 0 0 OR FIBER MESH , 4"4'lu 2X4 GOLLAR TIE O REINFORCEMENT TYf= EXTERIOR OPENING IN FRAME 3 #5 s CONT. 1,-8„ EVERY OTHER RAFTER LL Z w Z w 4 2X6 RAFTS 00 nn// N 0 O u- U mu 2 #5 CONT. Ilk m T*'rF. WALL SECTION 2-C�?TaR�1' 2-126 EVERY TRUSS INTERIOF,1 BEARING WALL 1X6 NAILER 3-12d RAFTS 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS p0 NOT INSTALL CONNECTORS. 0.515,. 1X8 NAILER 1 OR 1/2" PLY. 2-12d EVERY TRUE BLK. t-11 MUM WALL ACID H AD fR COW. FRAMING D E TA I L=/VAS STUD RE QU 1 f;PFMENT,5 MAXIMUM HEADER SPAN (Ft.) UP TO 51-®" TO 8'-0' 4'-I1 1/2' 1'-11 1/2" ANP UP NUMF3ER OF HEADER STUDS SUPPORTING: END OF HEADER 1 2 g NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS CROSSING (MONOLITHIC BLOCK DETAILS & NOTES DATE: 8/01/03 SCALE: 1/41=1'-0' SHEET D 2 OF 4 1* 1000 UFL IFT SfMPSOM MTS-12 W/1 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)51MP50M MT5-12 ONE EA. SIDE OF TRL OPPOSITE 51DE OF F W/-( 10d TO TRU55 AND (2)1/4' X 1 3/4" TAP CONS TO CONT POURED LINTEL -RU55 FIN15H m LANDING > 12" 5 BOND PEAM TRUSS ANCHOR DETAIL=RETR01=IT 9" MIN. LESS THAN 10" REQUIRES 1' NOSING P5L 2X12 - FLOOR J015T J/"F I 4- I WVVL. WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO F5C 2001 2R+IT=24'-25' 3/1ro' MAX. VARIATION IN RI6ERS/TREAD5 ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION PIA. TO 5E 1 3/4" +-1/4' OR PROVIDE EQUIVALENT GRASPA51 L I TY WINDERS- MIN. 6" WIDE -m NARROW END MIN. 11' WIDTH m 12" FROM NARROW END 34" MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX 05L. TOP PLATE - 2X4 STUD 1/16" OR 15/32' OSB. Wr1/B' TEXTURED FINISHED OVER GALVINIZED METAL—� PAPER BACK LATH SIMPSON H-5 (MIN.) . 2X4 TO TRUSS PRE. ENG. Tf-dJ55 2X4 5TM. PLATE 3/4' PLYWOOD 2XI2 TREAD CUT TO FIT - IX8 RISER LESS THAN 4' TYP. II II II BETWEEN SPINDLES +- SP4 OR H-5 TOP PLATE TO STUDS 2'-0' A5V. 10'-0' LEVEL TO ROOF OR 2'-0' A5V. HIGHEST RIDGE WITHIN 2'-O' 1 10' - 0' FRAMED CRICKET HANG 1/2' D 1X' 1" NOSING TYP. d T- STA f F SECTION [DETAILS CHIINE'' DETAf 1 5 SIMPSON H-5 (MIN) • 2X4 TO TRUSS SECTION PRE. ENG. TRUE IX2 PT.TOP OF DSL. TOP PLA 1/16' OR 15/32' W/l/S' TEXTURE FINISHED OVER GALVINIZED ME PAPER 5ACKI CRICKET 2'-5-1/2' FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 30" MIN. FINISH STAIfR UJINE)IDTAL ASPHALT SHINGLES OVER " 15 FELT ON 1/16' 0.5.5. — (2) 2X4 *2 ND SYP DIAGONAIL BRACE / W/ 2dEtu R 5A TRUSSESUSS ( DIAGONAIL 5RAGE 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 1001 NAILS FA END TO TRUSS 2X4 SYP STIFF15ACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 055 SHEATHING USE ad NAILS AT 4' o.C. EDGE 4 6' o.o. FIELD 2X6 PT. PLATE BOLL W/ 1/2"X9 A.B. COMMON (W/ 2' DIA. WASI-4ERS) g 32' O.C. MAX. 1/2' CLG. BOARD TRU55 24" o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d g FA. TRUSS R-19 MIN. 1-05 RF5AR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1" TO 60'-O' (3) 'X' BRACE (1 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) GA5LE END CRO65 5RAGING 1= 5TOR""' 2X4 SECURE TO 2X4 5LK W/2-12d SECURE TQ BLK W/ META-16 `2X4X4' SECURE TO TRUSS W/ 3-12d O.C. MAX TYP. 2x4 5LK SECURE THRU TRUSS W/3-12d8 --PER ENG'D TRUSS 24' O.C. MAX 21 _011 EXTEN51ON 0 OFT &ERVICE PR. N.TS. METAL LATH 1/16" 065 OR 1/2" PLYWOOD TEXTURED FyIN SH W/ 15# FELT SIMPSON HETA-16 2X6 (GON 1.) 2X4 (GONT.) EXPANSION JOINT CMU' S TEXTURED FINISH TWO 5TOi'RI (2) 2X4 *2 ND SYP DIAGONAIL BRACE W/ 3-12d ® EA TRUSS l DIAGONAIL BRACE TO COVER 5-TRU65ES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 7/16" 055 SHEATHING USE 8d NAILS AT 4" oz. EDGE 4 6" O.C. FIELD 2X4 UJ/ 3/&' X 5 LAG OR 51MIOBON HTC-4 ® 32' O.G. MAX. SHEATHING NAILING TO 8E ( \\ 6'-8' O.G. IN FIELD 4' O.C.wALL EDGES 11LI/8d NAILS 1/16" OSB OR 1/2" PLYWOOD W/ 15�' FELT 2X6 (GONT.) 2X FLOOR J015T 2X4 (GONT.) 2" MIN. OVERLAP CAULK SIMPSON HETA-16 CMU'S TEXTURED r=1NfSN TWO STORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING ASPHALT SHINGLES OVER * 15 FELT ON 7/16' 0.5.5. — /2' CLG. BOARD 24' o C. MAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d 0 EA. TRU55 R-19 MIN. ?X4 SYP RAT ADJACI=NT CO DIAGONAL BRACE. D5L TOP PLATE -2X4 STUD 16' O.C. MAX 2X4 BTM.PLATE iU13-FLOOR MAILED HETA-16' FLR J5T TO 5LK-,- R&C '\--pLR TRU55 1-05 RF5AR CONT. e�9e 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1' TO 60'-0" (3) 'X' BRACE (I 'X' BRACE 'w CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) SALE ENED CR066 F,1ACINr-.:; BAKERS CROSSING LOT #85 PHASE #c4- MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 8/01/03 SCALE: 1/41211_®l SHEET D3 OF 4 u la 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 I/4') SECURE TO BLOCK S' FROM EACH END AND IS' W/3/lro' TAPCONS 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 OR DRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE 300 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4'1 MIN HEAD SIZE 300 18" O.C. MAX. SPACING. 8' FROM EACH END AND 18' PRECAST HEADER(MIN) MIN EMBEDMENT I I/4') 2 X 6: O.C. MAX. MIN 1-1/4" EMBEDMENT 8" FROM EACH END AND IS" SECURE TO BLOCK 2 X ro (MIN 2 X 3) 2-3/16 TAPCON r- 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 ABV. PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 II 16 HIEGHT. 2 X 8 (MIN 2 X 3) 2-3/lro TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 11/4') MIN HEAD SIZE 300 7/8' TEXTURED FINISH WITHIN 8' OF EACH END 8" FROM EACH END AND IS' O.G. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4") -1/Iro' 055 SHEATHING IS" O.G. MAX. SPACING. S' FROM EACH END AND IS' 2 X 4 16' O.C. MAX.(WHEN OVER 16" IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER Iro" IN HIEGHT.) 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 1/16' OSB SHEATHING 2 X SOLID BLK'G 6 ARCH SECURE TO BLOCK ---1/2' DRYWALL MIN HEAD SIZE 300 1/4' TEMPERED MASONITE SECURE W/2-12d EACH END W/2-3/16' TAPCONS OR DRIVE 8' CMU - 1'X4" OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") 2X4 BLOCKS GLUE 4 NAIL W/Sd'S 8'-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 1/49 WITHIN 8' OF EACH END 4 NOTE: 4NOTE: NO GAP m WDW FRAME 15' O.C. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB TO EXCEED I/4' ATTACH TO 2 X DO N07 EX)=CEP 1/4'. A 1�C I I LUA _� IDT A j L 1 6 11 j I I AND I I D U I ED�- PER MANUFAGTOR S DETAILS. A �C H UJA� [DETAIL C U T A W A i '� �� J A115 TO - 5L 0C< 1-1 /2 " 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 6IZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/49 l/8' TEXTURED FINISH 8' FROM EACH END AND IS' MORE THAN SECURE 2 X RIP TO FIT �/16' OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-12dS 6'-8' O.C. MAX. SECURE THUR FRAME AND 16' 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.IWHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 (WHEN OVER 16" IN HIEGHT.) PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300L 2 X SOLID BLK'G g ARCH MIN HEAD SIZE 300 I/2" DRYWALL MIN EMBEDMENT 11/4') SECURE W/2-12d EACH END , 8 CMU-- I'X4' OR I'X2' P.T. NAILER 8' FROM EACH END AND IS' REFER( TO MBADFACTURING 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 16" O.C. MAX.(WHEN OVER 16' IN HIEGHTJ MTL WDW FRAME NOTE: OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS •NOTE: NO GAP tv WDW FRAME SHIM AS NEEDED MIN HEAD SIZE TO EXCEED 1/4' DOOR JAMB TO PLUMB JAMB .300 MIN EMBEDMENT 1 1/4.) ~- CMU WALL DO NOT EXECED 1/4'. 8' FROM EACH END AND IS' ARCHWA� DETAIL r CUTAUJA O.G. MAX. MIN 1-I/4' EMBEDMENT � D C C � JX*15 TO /4 OR � / � L O C f � 3/4 NAILING SCHEQULE ALL NOTES IN REFERENCE - ROOF VIAf*HR TO FLORIDA BUILDING USE 1/1/I6' O.SB. OR 1/2' PLY WITH 48 CAN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 4B CAN NAILS AT 6' OL. AT C O E 2001 INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GAEILE END FRAME USE V GUN NAILS a 4' O.C. SITE PLAN NOTE S EXTERIOR SHEATHING USE 1/16' O.S.B. OR 1/2' PLY WITH 48 GUN NAILS AT 6' 04, AT PANEL SIDES AND 40 GUN NAILS 4' OL. TOP a BOTTOM PANEL AND 48 GUN NAIL8 AT W D.C. AT I) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM 18' ABOVE INTERMEDIATE SUPPORTS. AL80 SEE DETAIL. CROWN OF FROikl 4E ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 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�QUIR�MNtS ABV. 105' MEAN SEA 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. 8d ROUNPMODIFIED 1 -1/0' .113 110,000 OR T 1 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. Cf . ♦.i^.ni A-111- i-.-.r.-.-..- lod __ ___ _ 2 I/e' __ 128 __._ 170000 ✓y..HIYy/.7t-fit-IIVC, IRI�IC3HIIVI`l, pFF-I II`1{3, F IV. �t'IH��... WIY�Vry'I I V �VC..H� NOTE: NAILS 7O BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND STAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK 15 TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: P L M B I N G NOTE S 1. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PES UIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 4. WIND IMPORTANCE FACTOR (U AS APPROVED BY THE BUILDING OFFICIAL. 1;. WIND EXP06uRE 'B' DBL. TOP PLATE 6. INTERNAL PRESSURE CO -EFFICIENT +IS 7HRU -18 2) WATER LINES SHALL BE CPVC. 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 (5GHEDULE 40), INSULATED WITH 1/2' AMAFLEX. B CONTINUOUS WALL FOOTINGS. DBL. TOP PLATE 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 30 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUCTUAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 51 IN 28 DAYS6) HOSE BIB6 TO BE PROVIDED WITH BACKFLOW PREVENTER 2X4 Iro' O.G. MAX. c. R Cs BARS SHALL CONFORM to ASIM A615 A616 OR 61 i, GRAPE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16' O.G. MAX. 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. A IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL D. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. SECURE 2X4 A. ALL STRUCTUAL LUMBER SHALL BE n SYP. ALL STUDS SHALL BE STUD GRADE SPF. (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL TO WOOD W/2-126 9 SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED 6. TRUSSES SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. (o -8 O.C. STAGGERED SECURE 2X4 TO WOOD W/2-12d 1 A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH O PLUMBING CONTRACTOR SHALL PROVIDE t COPIES OF 'A5-5UILT' RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER FLORIDA BUILDING COPE 2001 6"-8' O.G. STAGGERED TRUSS MANUFACTURER 514ALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 10) ALL CLEANOUTS FLUSH WITH GRADE. BT. PLATE PRIOR TO FABRICATION. 1. GARAGE POOR 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE A. ENGINEERED FOR 120 MPH WIND 113 SEC, GU6T. RIDGES. SECURE 2X4 W/2-3/16' TAPCONS B• DETAIL TO BE SUPPLIED BY GARACsE POOR SUPPLIER 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA OR DRIVE PIN (MIN SHANK SIZE.145 C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER PLUMBING CODE CURRENT EDITION. I ARclHwA� 8. ASPHALT SHINGLES MIN HEAD SIZE .300 SECURE 2X4 W/2-3/I6 TAPCONS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 13) FIXTURE SUPPLY SIZES SHALL CONFOF;1 t0 FLORIDA BUILDING CODE MIN EMBEDMENT 1 1/49 OR DRIVE PIN (MIN SHANK SIZE.145 1 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM p-226 200). WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 FOUNDATION NOTES 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. EXCEED IS' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') 15) ALL WATER CLOSETS SHALL BE WATER SAVING lb GALLON FLUSH TYPE SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO I. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING MIN. 2-12d PER BLK EA. END EXCEED IS" O.Gr1AX. PRESSURE. BLOCK NOTES PLYWOOD -t/16' 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND F, O.S$. OR I. CONCRETE MASONRYIT SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED BE 4 „ SECURE TO SHEATHING W/ I/2 PLYWOOD IN ACCORDANCE WITH HLASTM G� ANDOG AND HALL TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR HAVE A NET AREA GOMMPRESSIVE STRENGTT OF 1300 PSI. MIN. 2-12d PER BLK. EA. END OR 1/16' O.S.B. MORTAR 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM G2"10. AGGREGATE METAL ACCESSORIES X I NDOW 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER ro MIL VAPOR I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM 70 THE FOLLOWING: ` BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. A. ASTM A82 FOR JOINT AND WIRE ANCHORS. X T 1R I 0 A C H UJ A , HEADED 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT B- ASTMA36 FOR PLATE, HEAPED AND BENT BAR ANCHORS. SHALL BE 05 DOWEL BARS W/ A Co' HOOK PER DOWEL PLAN LAYOUT. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED HORIZ. BARS AND LAP VERTICAL BARS t0 DOWELS MIN. 25". DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD REQUIREMENTS OF ASTM ASO. FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8" W/ 2'x2'xl/S' MASONRY WORK, GENERAL: AT 3' O.C. STARTING AT 8' OFF EACH CORNER 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE 7FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY . DESIGN LOADS: IN ACCORDANCE W/FLORIpA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. ROOF LIVE LOAD: 20 PSF 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK WIND LOADS. IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. PER WIND MAP. WHEN MA50NARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-+5 KEBABS 1-STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. 30-5 REBAR 2-6TORY. OUTER BAR MUST BE CONTINUOUS AROUND ( REINFORCING STEEL, GENERAL: r CORNERS. USE CORNER BARS OR BEND REBAR LAP A 1. REINFORCING STEEL SHALL BE N0. 5 BARS. J MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. S. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". FINISH GRAPE 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A616, A617, OR A706. �` p 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE BAKERS CROSSING LOT #85 PHASE #21 MONOLITHIC BLOCK DEVILS NOTES DATE: 8/01/03 SCAT.E: 1/41 mil. 1 SHEET D 4OF 4