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Home My WebLink About325 Lusitano Way 04-368 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 __ _—__.. CBC 055300 PHONE NUMBER PROPERTY OWNER PHONE NUMBER ELECTRICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 1 r DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- RZESIDENTIAL - GROUP R • CONSTRUCTION TYPE- VI • 1-STORY RESIDENCE: BLDG HGT 10' -9" SPECIFIC PARAMETERS FROM IFBC 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 D)ESIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARIMG 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 STRUCTIURAL 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 ..3OPSF LIVE -`i OPSF-=DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE-10PSF DEAD BALCONIES-40PSF LIVE 1OPS:F DEAD DECKS-40PSF LIVE 10PSF DEAD -- STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M/'S)= 120 D. INTERNAL PRESSURE CO-EFF'ICENT=+ .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 C1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 1B LINTEL SCHEDULE PG IC WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3D ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION T" 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 Jed 4 www. drhorton. com CBC055300 6250 Hazeltine National Drive Orlando, PL. 32,822 Tel: (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 JAMES CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 9 1 M stlaA01P y US REVIEWED CITY O D TIM BAKERS CROSSING LOT#139 PHASE#2 DATE: 10/7/03 SCALE: WIN1'-01 SHEET C 1 ®3p 5 - i i LOT#139 PHASE#2 MODEL 991965- !9' F.S./B.C. 99 - 499 'O UNDATIO N ]PLAN DATE: 10/7/03 SCALE: V41011-01 SHEET 1 OF 5 I I >l "yl 2t4� �gg1, i' 4 BAKERS CROSSING MODEL: 991965- L99 F.S./B.C. ^9- 4" DOWEL PLAN DATE: 10 /7 /0 3 SCALE: V4181'-01 SHEET IAOF 5 BAKERS CROSSING LOT#139 PHASE#2 MODEL: 991965- L99 F.S./B.C. 99- 499 LINTEL SCHEDULE DATE: 10/6/03 SCALE: v4,•I1-01 SHEET I H of 5 M G. ,I .i c < i � 4 'f s °I �k 'E ,i �s n� t t xs. 4 7. 4 i' i pig a l- h. er LOT#139 PHASE#2 MO DEL. 991965- L99 F.S./B.C. 9 9 - 4" WIND LO AD CALCULATIONS DATE: 10/7/03 SCALE: V4101'-01 SHEET i c OF 5 I s 1 1 �.1 �Al CH FAMILY RM.. )OPT. ARCH OPENINGof N all all, _4 ART nICHE 0) FOYER —I ,,OPT. COAT CLOSET wj_jP FOYER J OPT.ROUNDED CORNER 5M. 0 25-SH `{ �j 01 _ 011 12'-0" 2'-411 11111-411 14'-411 1, 13'-10,1I/ 1-I'-8'1 I/ 31_41' 25-SH T EGRESS e I BDRM.#4 ^ BDRM. 3 g' - 4" CLa I (CARPET) 3'-411 CLCc. - (CARPET) �D I ca - I u �- � 2 311 II 12'-9" 14'-211 m W _ a, HC.ACC. 42"AFF. Lil 8'-II" `• 2'_QII - SH I_411 51.all / I_011 Nw BDRM.#2 BATI OPT. I� (TILE) LAV. 9'-4" CLCa. (CARPET) _ >i U `- PATIO ll'-O" x 12'-0" FAMILY ROOM 9'-4" CLG. (CARPET) fQ I— ° I °0 — — — —TILE LANE— — — OPT. ----------- 0 INSULAT ION I 1R-16H 3' - I II Lf OPT. I------- ARCH OPENING I /v � = W.I.C. , ,�� j �' ''� � C (i't — I �,' I II I II -----1_ 12 to u I� � I I^ I f I II �J NOOK 2'- (o 9'-4" CLr;;. (TILE)17 I II = ccl - _ I cD w OPT. \�' `�' _I FRENCH �� DOORS I II NIII 12 -0 -O g -�2 2 -2 14 -4 N t ?sl KITCHEN j ,, ,� m — — 9' - 4" CLCa. I p (TILE) OWNER'S 170 w = 4'-011 SUITE ° U U, I D m r OFT. '3 -4 CLG. O.BATH w I o I I z (CARPET) Q= U L ISLAND Jro (TIE ) COND.I zm o E 42 "A.F.f. mo r RANGE L J 2-6 ]oil 2-4 4 2 4 i o— C CD--� — Oo -- -' 7 7,7 DINING � p ROOM ut . 3 In - A 9' -4" CLG. R/A A/C (CARPET) 1 II 14 -4 I 'I 5 -4 , 4 -o II ' II 3 -0 I II 11 -0 OPT. I I OPT. 1 ATTIC I I D. II W. L.ACCESS J E_ � _ _ W/ OPTIONAL � PULL DN. STAIRS ___FL_ - - - - - - ART NICHE p r I ' LIVING GARAGE THIS WALL NOT �-=i 4_0 5F. ROOM LOAD BRCS. FOYER I 91-4" CLG. ELEV. IIt11 r 00 9'-4" CLG.. I LINE OF GRLC3- ELEV. D, E, F (TI E) N LINE OF CLG. ELEV. D, F 13' - 4" CLG. EMT. `� ELEV. D, E, F --- ---------------- ENTRY = - o W/I'-011 I , VAULTED CLG ELEV. D, F ONLY 1(a'-0" X I'-O" O.N. SIDELICxHT� ELEVATION "D 4E" 50"X3ro "X30" TRANS. ABV. ELEVATION "F" 50"X42 "XIV TRANS. ABV. ELEVATION "G" 54 Xl(o TRANS. ABV. 2 1= 0 11 1 0 - 0 11 2'-�" 2 1-/ 11 2 1-/ l l 9' = Q 11 5 1- 4 11 20'-011 51-011 `mil C� 40' - 0" 91 I ELEVATION "D" 35-SH W/ 54"X21"X19" TRANS. A5 V. ELEVATION "E" 36 -SH W/ 54"XI(o"Xg11 - TRANS. A5V. ELEVATION "F" (2) 25-6H W/ HALF RND. ABV. ELEVATION "G` (2) 26-SH NIL x ENTRY= W/1'-0" o VAULTED CLG ELEV. D, 1= ONLY SIDELIGHTT C2)-25-SH lo'-S" W/1/2 ROUND ABV. 4,_411 J FLOOR PLAN ELEV®"F"ONLY m LIVING MT ROOM _ — — 9' - 4" CLG. W/1' - 0" ( CARPET) SIDELIGHT ENTRY 211 (2) 25 -SH - `r 4'-8" 10'-0 4'-411 1 4'-1011 201_211 KJ (oXro POST (3)TYP.—---� ENTRY ELEV® I (2) 3-0 m BI-FOLDS 4" c{1 I `.� OPT PANTRY EXTERIOR MASONRY WALL 5RG. HEIGHTS 9'-4" WALL BRG. 25-SH I � MEDIA RM II I II II II 2'-411 LIB N I N OPT® MEDIA ROOM SQ.FT. CALCS LIVING GARAGE ENTR)" PAT10 19(,1 412 22 54 50. 50. 60. 50. FT. FT, FT. FT. TOTAL 2 455 50, FT, OCT 9 0 2003 BAKERS Jwm#j*_tnftWm LOT#139 MODEL-. 1965- L99 F.S./B.C. 99— 499 FLOOR PLAN DATE: 10 /7 / 0 3 SCALE: V484-0' SHEET 2 OF 5 tF 1 L BAKERS CROSSING LOT#139 PHASE#2 momm MODEL 991965- L99 F.S./B.C. 9 9 - 4" ELEVATION F" DATE: 10 /"7 /0 3 SCALE: V4'0I'-®' SHEET 3 F OF 5 OCT 1 0 2693 1 Lo DEADER Si=AN CHART 5INGTL E STORM' AFFL I CATION SIZE CLEAR SPAN D5L 2Xro DBL 2XO DBL 2X10 DBL 2X12 UP TO 5'-4" 5'-/�4" " TO 71-0 �} I'-011 TO 10"-0" im'-0" AND OVER TWO STOR1' APPLIGATIoN DowN STAIRS SIZE CLEAR SPAN DBL 2Xro DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-0" TO �o'-4" (o'-4" TO 5"-0" 0'-0" AND OVER 4X4 PO5T=(2)2X4'5 NAILED WITH 12d ro"-5" O.G. 5TACzCERE1D 4Xrn P05T=(3)2X4'5 NAILED WITH 12d 6"-5" O.G. STAGG;ERE=D (2)HETA-I( 6 5A II II II II I II II II M a[ V II L II L K _ � II II II II II II II II II II II II II II `� — K LA (2)HETAIlro Al L — All A13 AS All A19 A A In A -- A ATL Q A A A A A_ _ F_ _T 22 "X54 °iq ATTIC A1=� A AGI AG2 FTr CCz B� DBL. TOP PLATE I O.C. B. INISH 6 LL 1 KNEE WALL DETAIL T -ENC31D GABLE LEDGER 2D a I UPRIGPT OCRICKET DETAIL TRUSS PLAN * CONNECTORS To E3E 51MPSON U.N.O. * TRU55 TO 8LK META- fro W/12 - IOdXI 1/2 * TRUSS TO WOOD MT5-12 W114-106X] 1/2 BAKERS ;ROSSINC LOT# 139 'HASE#2 MODEL: 991965- L99 F.S./B.C. 9 9 — 4" TRUSS PLAN )) F)) ACCUSPAN =DATE--10 /'7 / 0 3 SCALE: V484-O' SHEET 4F or 5 j 4 ELECTfRICAL LEGEND SYMBOL DEFINITION NOTES n n Ilmv OUTLET OUTLET IIOV OUTLET WIRED TO SWITCH EQUIPED WITH 6 IIOV OUTLET GROUND FAULT GFI INTERUPTER 220V OUTLET GFI EXTERIOR GROUND FAULT WATERPROOF OUTLET INTERUPTER SWITCH SWITCH 3-WAY OPER. !�4 SWITCH 4-WAY OPER. n WALL YMOUNTED LIGHT CEILING LIGHT l VAPOR PROOF `OJVP LIGHT 1' RECESSED CAN I CFM PER VENT. FAN 50. FT. vENT. FAN 1 CFM PER W/LIGHT SQ. FT. O O O U 2' LIGHT STRIP 4' LIGHT STRIP 4' TRACK LIGHT FLOURECENT LICxr-4t RAP AROUND _ 2' FLOURECENT - - - - 4' FLOURECENT ® PANEL METER SMOKE RATT. RACK -UP O W/ HARDWfRE DETECTOR INTER- CONNECTED PENDANT L IGHT TELEPHONE ® JACK WATER NEAT_ WH DISCONNECT AIR COND. /C DISCONNECT TY TELEVISION JACK CEILING BOX REQUIRED TO CEILING RE SUPPORTED FAN/LIGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD L IGHT INTERCOM SPEAKER �liiiii! I I I'll 11.1- --\I'll 1 I BDRM.#4 FAMILY ROOM OPT. �.,� PRE -WIRE ARE -WIRE �r \\ \ �'=F•CLG. FAN ' CLG. FAN G/ .JV) BDRM.#3 S.D. I I I �� PRE -WIRE .� CLG. FAN 3 / / BATH Od— '/ PRE -WIRE; / I L0A CLG. BDRM. 2 I r-----------� NOOK W.I.C. r I eye. • / 3 O S.D. PRE -WIRE CLG. FAN / / OWNER'S SUITE WP. 200 AMP GFI METER BASE 4 MAIN DISCONNECT COMBO 0 SQUARE D L __J ` Eo -40 �-- KITCHEN IQ� LI GF I Q GFI - WP. I I GFI q? 1 WH. WH GFI PANEL POND. WH. IN 44" A.F.F. SAFETY PAN DININ WALL MOUNTED LIGHT ROOM 4 SWITCH IN ATTIC r(7f:5T-'r0-�T, W. METER FE ILD VERIFY LOCATION LOC. OF T.V. AND PH. OUTLETS 4 FAN TO BE VERIFIED QHOI" fEOWNER PRECONSTRUCTION MEETING NOTE: "ALL RECEPTACLES IN SLEEPING ROOMS TO E3E ARC FAULT.(NEC 210-12) NOTE: <20 AMP DEDICATED LAUNDRY CIRCUIT. GARAGE PCLG FAN /i�'\ 8 CLG. OUTLET / WP. I I. GFI / / PB FOR CHIMES RE on UNDERGROUND SERVICE BY POWER CO. LAV. I METER 200 AMP. MAIN DISC. 4/0 ALU. CABLE TYP. A/C 200 AMP DISC. INSIDE PANEL *12 COPPER TO LIGHTS 4 OUTLETS *10 COPPER TO WATER HEATER *8 COPPER TO RANGE *4 COPPER TO 52/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL L;LEC'bRICAL RISER NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEG. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 3" VT_R-,JlI KIT. PLUMBING RISER DIAGRAT,11,,,- MEDIA RM,46�/ / / /CRLG. FAN O I it ®PT • MEDIA ROOM TO 1" fAIN SEWER -i OPT. PANTRY � cr 1 0 2003 BAKERS CROSSING FODEL.9965-L ./B.C. 9 4" ELECTRICAL PLAN DATE: 10 /7 / 0 3 SCA .,E: V4101'-01 SHEET 5 OF 5 SP-4 16" O.G./EA. STUD 2X4 DBL 2X4 MID -WALL MIN. 6" EMBEDMENT 1/2" X 9" TOP PLATE 2X4 MI[D-WALL BLKG ANCI-IOR BOLTS AT 3' O.G. &"xo" #10 W.W.M. #5 REBAR SET IN 2000 1/2" X 9" A.B. 3 2 " O.G. 2X4 1'-IID-WALL 1/2" X 9" A.B. 32" O.C. BLKG 2" ASV. CON(. Q ��PSf EPDXY 25" MIN. ASV. �" EMBEDMENT BLKG � EMBEIDMENT 2X4 STUD 2X4 STUD BLAB/ro" MfN. EMBEDMENT 1&" O.C. MAX. 1(o" O.C. MAX. `Q �o"X�o" #10 W.W.M. N II"x&" #10 W.W.M. 2X4 P.T. SP-4 1�" O.G./EA. STUp - SP-4 16O.C./EA. STUp--� BT PLATE 2X4 P.T. BT PLAATE 2X4 P.T. BT PLATE L O O (2) CONT. #5 RE5AR8r4� p� - u' CONC. SLAB - Q) CONC. SLAB 1, 25'S ON CHAIRS o 1 8 z GONG. SLAB 4 B TYP. RETROFIT FOR ALL 2 #5's CONT. 1 _011 m -" 3 #5's CONT. 2 #5's CONT. 1'-0" CA OMITTED FOUNDATION DOWELS 1.000D FRAI" IE FOOTING TYP. WALL SECTIONINTERIOR BEARINC-s uJAI=L /NO I�PL IFT BLK. SINGLE STORY INTERIOR SEARING WALL INTERIOR i�EARING UJ,4l_L_ 1= STORM' 2 - STORY 3 1/2" HEAD OF GARAGE ' 3 1/2" le HEAD OF GARAGE �--05 DOWEL BARCONE SIDE #5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. 9" ANCHOR BOLTS AT 3' O.G. 1 5/5" Cul B II 6 "X6" #10 W.W.M. 1 5/8" CURB II ro "XS" #10 W.W.M. CURB II 6 "X6" #10 W.W.M. ONLY IF UPLIFT ON WALL MIN � EMBEDMENT MIN �o" EMBEDMENT "X(o" #10 W.W.M. EXTEND 1 1/2 ° r m 6"x(O" #10 W.W.M. IL_ RECESS /2" > II > II _ _ � � m Ou o� 2-#5'S ON CHAIRS cr1 OU o� ~"' C3-5'S W/2-STORY) I' - 4 IRS 41 0 0 m\ SINGLE C3-5 S 2 STOIRY) SINGL all 4 3 05'S ON CHAIRS STORY STORY 1 -0II 2 #5'5 ON CHAIRS AIL- 1 -8il 1 _g TWO T1-41GKN �DC� GARAGE CURB STOP ?2-STORY 1DE FTG. AT GARAGE STEP-UP STORY TWO RY INSIDE FTC. AT GARAGE STEP-UP GARAGE SERVICE/POOL 1-STORY BEARING WALL BEARINGS WALL DOOR RECESS 8 GARAGE CURB �A GARAGE CURB CONC. SLAB OVER CLEAN, QL GOLP(o DS I TREATED (3) 5 RODS EA. WAY ON 8GMU MITERMITE VAR CHAIRS (MIN. 3" COVER) = J TOP CORD BLOCKING AT 4' _ �,, (0"X&" #10 W.W.M. O.G. MAX. IN FIRST 2 FRAMING 4 GARAGE SLAB `" z SPACES AT EACH END. GRADE b SLIDING DOOR TRACK Q) `n RAFTER OR TRUSS ROOF SHEATHING LAYOUT ROOF SHEATHING v 9 I/z " CURB W,4LL� 8" \-GONG. DRIVEWAY e GARAGE BEYOUND a 3 05's CONT. 1'-8" 3" MIN. COVER • AND ENDWALL BRACING FOR GABLE END FRAMING _121 z Q 24"X24" EXT. PAD SLAB AT BL. GLASS DOOR GARAGE DOOR OPENING '" V m 11 1� 2-STORY FOOTING BUILDING LENGTH #ad GUN NAILS @4" O.C. #86 GUN NAILS I) II II TOP 4 BOTTOM EDGES �" O_C. IN FIELD lU POURED LENTIL TO BE II II Q , CONT. (TYP) 5REBAR OUTSIDE BARo'` IILufu 2x WALL FRAMING II Q Z U (3) 1/2"X8" ANCHOR BIOLTS = — _ — _ T11 II CONTINUOUS z V CMU FILLED or (3) 1/2"X&" J-BOLTS — — — — — —f� CELL (TYP.) f' MIN. 6" EMBEDMENT U +� U W/ 2"X2"X1/8 WASHER AND _ 6 O O T1-P. EXTERIOR SHEATHING EXT. FRAME WALL TO NUT SPACED EVENLY FROM 25" MIN. LAP _ �4 BLOCK WALL CONNECTION FLOOR TO BOND BEAM1. SET TYP. REBAR LAP ATTACHMENT FOR ROOF SHEATHING 14 IN JOINTS PRIOR TO FILLING. CORNERS NOTE: (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) WHEN GLUED TO ROOF MEME3ER 2-#5s REBAR 1 STORY 3-#5's REBAR a 2 STORY FDOOR INFOfPMATION -8 G 'a EDDES 4 10 -12 IN FEILD T11P. EXTERIOR SHEATHING ATTACH" TENT POURED LENTIL FOR 5HEAR AND UPLIFT o CONT. (TYP) (0.5.8. TO BE STRUCTURAL GRADE) v:d . CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED Z PRE -CAST HDR. SIDES: D(�ECSSARAGE DOOR BUCK W/ ARE NOT REQUIRED EXCEPT AT OPENINGS BONID BEAM (3) I/2"XS" ANCHOR BOLTS TIE TO HORZ. BARS } 0` 4, or (3) 1/2"XS" J-BOLTS 8 MIN. EMBEDMENT I 6" EMBEDMENT MIN. U 8" CMU FILLED a W/ 2 "X2 "X1/8 WASHER AND NORZ. REINFORCING VERT. REINF_ CELL (TYP.) NUT SPACED EVENLY FROM 08oI GUN NAILS FLOOR TO GARAGE DOOR NDR. 12" O.C. IN FIELD (o KOOK IN GROUTED ' . IN JOINTS PRIOR TO FILLING. 1�U CELL 1-2X6 PT BLOCK @ CENTER OF ! Lu Q , DOOR HEADER W/0) (1) 1/2 "X8" ANCHOR BOLTS z U CLEANOUT REQT) or (1) 1/2"X5" J-BOLTS z O ,a _� 4 FOR GROUT LIFT 0" EMBEDMENT _ 5 FT. UNLESS W/ 2 "X2 "X1/8 WASHER AND NUT HORZ, REINFORCING FOOTING DWL 16 IoNOT REQ'D. TYP. FLOOR DECKING C HORIzONTAL/VERTIC,AL REINFORCING O ATTACHMENT TO FLOOR JOIST / EA. SHEET TO BE GLUED AT ALL EXPOSED JOIST OCT 1 Q BAKERS ;ROSSINC LOT#139 PHASE#2 MONOLITHIC BLOCK DETAILS NOTES DATE: 10/7/03 SCAT: V41■1'-0' SHEET DI 03F i 2X4 SUB -BAND 2X4 SUB -BAND Q HURRICANE STRAPS 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2 "X4" BLOCKING FEILD STREAM 2X(o SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS METAL LATH 2Xro SUB -BAND a 2Xro SUB -BAND LAKE KEHOE,CYPRESS HEAP LAKE KEHOE CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4 -0 O.C. MAX ALOMA WOODS ALOMA WOODS -�—R001= TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER -1/16" OSB OR - -(/S" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE 7/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2" PLY. W/ 15# FELT 7/16" OSB. SHEATHING ON #15 FELT OVER OR 1/2" PLY_ 7/16 OSB. SHEATHING 3/4" T 4 G PLYWOOD 2X4(CONT.) HURRICANE STRAPS SEE TRUSS ENG. ROOF TRUSSES TO BE GLUED (SEE TRUSS PLAN METAL DRIP EDGE FOR PROPER 2 4 " O.C. 4 NAILED FOR CONNECTOR) I/2" CLG. BOARD � TEXT_ METAL DRIP EDGE 2X4 DOUBLE PLATE (TYP.) 2X4 5PF STIFFBAGK AT BRACING O- (1�'S GONT. ALUM. FINISHED VENTED SOFFIT LL UPRIGHTS OVER 4'-10" EMBEDDED LINTEL STRAP 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG, GABLE TRUSS ALUM. FINISHED VENTED SOFFIT V2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH ° ° • 1,/2" DRYWALL S LINTEL BLOCK FELLED ALUM. WINDOW OVER #15 FELT OVER FLR./ELEV FOR DES. WOOD BASE (TYP.) 1/16" O.S.B. SHEATHING R-19 INSULATION TEXTURED CMU'S -1/a"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD /--- FINISH PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED. 1/2 PLY. ALUM. WINDOW 7/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. BILL (SHEATHING MUST BREAK MIN. 1'-4" FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2%< PLATE SECURE SEE FRAME PLANS TO DBL TOP PLATE W/ I/2" CLG. BOARD TEXT. TUJO 5T0R Pli/2" RE -CAST SILL 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__ AX tR LL 8" CMU R-4.2 INSULATION O (1)#5 CONT. FOR HDR SIZEAN HETA-16 1X2 FURRING STRIPS BAND DETA I L- lIX2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" UI IJJOOD 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.) 0 0 FELT BARRIER PRE _FAB TRUSS � FLOOR JOIST/ ALUM. WINDOW SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. P "X6" #10 W.W.M. SEE FLR./ELEV FOR DES. _ 0 R�INFORCEMENt _ FOR JOH SEE AIStEtPPE S PRE -CAST SILL CONC. SLAB OVER CLEAN SP 4 32 O.C_ STUD 2X4 DBL. TOP PLATE META-16"� 32" O. C. MAX 1/2" CLG. BOARD 4 TEXT 1/2" DRYWALL COMPACT,TERMITE TREATED O 0/IS CONT. w z wN SOIL OVER 6 MIL VfS. VAPOR " 2X4 WOOD STUDS 0 > I'_q' 2 #5 CONT. S CMU BARR(ER,W/roXro #10 WWM a LINTEL( ILO 1X2 FURRING STRIPS 2X4 CONT. 5TRE85 '�1�" O.C. U m U TEXTURED FINISH 1/4" u LPRE-CAST LINTEL — ° ° 1/2" DRYWALL BLOCKING MID -WALL WOOp BASE (TYP.) 2X4 PT. PLATE Q c° 5P-4 32" O.C. e STUD—� 1/2"X9" A.B. 32" O.C. ALUM. WINDOW C +-4EN UPL IFT� roil EMBEDMENT z QL SEE FLR./ELEV FOR DES. TYP. I,UALL SECTION SILL BLit. 1= STORE ° ° # _ WOOD BASE CTYPJ z = 6 X6 10 W.U.I.M. PRE -CAST SILL CON(. SLAB 4" 4" O w w 3 #5's CONT REINFOERRCEMENT CON(. SLAB 2 #5's CONT. S CMU 6 MIL VIS N 0= 0 1 -8 - 1-5TOR,f' VAPOR BARRIER INTERIOR BEARING TEXTURED FINISH FINISH I/4" ASPHALT SHINGLES OVER TYP. WALL_ SECTION w = � NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON -f/lro" O.S.B. O DO NOT INSTALL CONNECTORS. 2 SHEATHING OR I/2" PLY 2"X4" BLOCKING~ � FIRST TWO BAYS 2 - STORE c� z METAL DRIP EDGE —w. 4'-0" O.C. MAX ro"X6" #10 W.W.M. 2X4 DBL TOP PLATE 2X4 SUB -BAND O RE FIBER MESHH REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD u STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS �i ? w 2X6 SUB -BAND a (SEE TRUSS PLAN) } y } LAKE KEHOE,CYPRESS HEAD BRACING N O = O C3) #5's GONT. jj ALOMA WOODS ROOF TRUSSES DBL•_ TOP PLATE U m U 1/2" DRY WALL WRAPPED/ALUM FIN15HED FASCIA 24" O.C. ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS -3 FIRST FLOOR BLOCIG 2X4 SPF STIFFBACK AT SECOND FLOOR Ffi�,41"IE ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) 1/5" TEXTURED FINISH --� HEADER (SEE PLANS) OVER 15# FELT OVER 1/2' CLG. BOARD 4 TEXT. PRE -FAB TRUSS 2X4 PT. " 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH " �/Iro" O.S.B. SHEATHING 2X4 NAILEfR CONT, Bt. PLATE 2X4 DBL. TOP PLATE OR 1/2 PLY. (2) LAYERS -f/Iro ON GALV'D. METALL I/2 X 9 A.B W/ O.S.B.SECURE EA„ LAYER SF-4 32 O.G. 0 STUD I LA OILR TYVEK ;;;•' MIN. 6" EMBEDMENT 2x4 P.T. PLATE W/ ° W/2 ad,s V-12" O.C. -® HDR. STUD(S)/JACK(S) -. 1/2 DRYWALL 2" pIA. WASHER 1/2 "X9" ANCHOR BOLTS MAX. .• 32 O.G. MAX 2X4 WOOD SCUDS 05 REBAR CONT. MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 " STUD t0 HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �1(o O.G. W/2 pIA. AT 32 O. C. � 32 O.C.MAX SECURE TRUSS TO 2Xro W/ KING STUD(S) SP-4 BLOCKING MID -WALL 12d a 6"-&" GONC. FILLED LINTEL TOP BOTTOM) 3/4" T4G 5UBFLOOR PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (1/'5 ROD GLUED 4 NAILED 4" O. C. EDGE ! , roll O. C. IN FEILD all CMU FLR. JST. SIZE SEE FRAME PLAN TEXTURE FINISH IX2 P'.T. FURRING STRIPS SHEATHING OVER 2X4's.00 R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR, STUD TO 1/2" CLG. BOARD 4 TEXT. Ist FLR. STUD 2X4 DBL. TOP PLATE 1,000D FRAM''« TO B!_i<. 1/2" D)RYWALL - - - -IF=I MSTA-3(o 32" O.C. .. 1/2" DRYWALL 2X4 WOOD STUDS II I I I 2X4 GONT. STRESS WOOED BASE I I I I I I BLOCi<ING MID -WALL I II II I 2X4 PT. PLATE NAIL PER [i)ULE/ BOLT PER FNFNp. PLAN 5P-4 32" O.C. /a) STUD —� 1/2"X9" A.B. 32" O.G. p I I I I MIN. roll EMBEDMENT U 611X6"' #10 W.W.M. CONC. SLAB O 2X5 RIDGE w Q 0 0 OR FIIBER MESH 4" 4" f 2X4 COLLAR TIE O REINFORCEMENT TYP EXTERIOR OPENING IN FRAi IE 3 #5 s CONT. 1 -g EVERY OTHER RAFTER w� } 2X6 RAFTS OO w O O U m U 2 #5 CONT17. u m T'I'P. UJ,ALL SECTION 2-u I 1' 2-126 EVERY TRUSS 3-12d RAFTS INTERIOR BEARING I.UAL-l_ IXro NAILER 3_12d t0 NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 7/1ro" O.S.B. 1X5 NAILER 1 OR 1/2" PLY. 2-11) €VERY TRUSS BLS. 1=5TORE (GABLE) MINIMUM LUALL= AND HEADER COW- FRAMING DETAIL/VAL. STUD R QU I REMENT5 1 n 200 MAXIMUM HEADER SPAN (ft.) UP TO 5'-m' TO 5'-06 4'-II 1/2" -1'-I1 1/2• AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL I-ENGHT STUDS 2 AT EACH END OF HEADER 1 3 BAKERS 'ROSSINC LOT#139 PHASE#2 MONOLITHIC BLOCK DETAILS & NOTES mwo DATE: 10 /'7 / 0 3 SCALE: SHEET D 2 OP' `-it- # IOOO Uf=L 11=T S IMPSOM MT5-12 11/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 JFL I I=T (2)5fMiPSOM MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL TRUSS FINISH LANDING 3 E30ND BEAM TAP CONS MIN. 2" COVER 2 " APART TfRJ55 ANCHOR 1DTA 1 L=1RETROF 1 T 9" MIN. LESS THAN lm' REQUIRES I" NOSING DBL 2X12 FLOOR JOIST J/Y I-L I WVVV WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+IT=24'-26' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51 L ITY WINDERS- MIN. 6' WIDE 9 NARROW END MIN. 11" WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX DBL. TOP PLATE — 2X4 STUD T/I6" OR 15/32' O.S.B. Wri/8' TEXTURED FINISHED OVER GALVINIZED METAL PAPER BACK LATH SIMPSON H-5 (MIN.) 0 2X4 TO TRUSS PRE. ENC. TRUSS 2X4 BTM. PLATE 1 3/4" PLYWOOD 2X12 TREADD CUT TO FIT 1X8 RISE LESS THAN 4' TYP. BETWEEN SPINDLES II II �I SP4 OR H-5 TOP PLATE TO STUDS 2'-0' ABV. 10'-0' LEVEL TO ROOF Q OR 2'-O' ABV. HIGHEST RIDGE WITH41N 2'-0' I 10' - 01, FRAMED CRICKET PANE 1/2" L IX 1' NOSING TYP. cYl � r ST?4IfR SECTION DETAILS FIRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA' -1/16' OR 15/32' W/-1/8' TEXTURE; FINISHED OVER GALVINIZED ME PAPER BACK L C�4I1-INE"'r PETAIL5 CRICKET SIMPSON H-5 (MIN.) c 2X4 TO TRUSS SECTION V-5-1/2' FLAN VIEW FROM TRUSS DBL. PLATES ABV. 36" MIN. FINISH 5T?4IfR WIND fP-, DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 1/16' O.S.B. — (2) 2X4 02 NO SYP DIAGONAIL BRACE / W/ 3-12d e EA TRUSS ( DIAGONAIL BR TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS 2)andNLSEND(AIEA TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16' OSB SHEATHING USE Sd NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT, PLATE BOLT W/ 1/2'Xa A.B. COMMONM (W/ 2' DIA. WASHERS) g 32" O.G. MAX. I/2" CLG. BOARD TRUSS 24' O.C. TRUSS W1 (2 RI2d RUN A OTRuss R59 MIN. 1-05 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' 5RAGE 30'-1" TO roO'-O" (3) 'X' 5RAGE (1 'X' 5RAGE a CENTER) (2 'X' 5RAGE DIVIDED EQUALY FROM GENTER TO END) G�A5LE END CRO,55 RACING 1=5T0RN'T" 2X4 SECURE TO 2X4 BLK 111/2-12d SECURE TC� BLK W/ META-16 m F — -- 2X4X4' SECUF = TO TRUSS W/ 3-12d O.C. MAX TYP- m 2x4 BLK SECURE THRU TRUSS 111/3-12d. "PER ENG'D TRUSS 24' O.C. MAX 1'-0d 2' -OD 21_0" EXTENSION OFT 5ERVIGE N.T.S. METAL LATH 1/16" OSB OR TEXTURED 1/16" OSB OR- 1/2 " PLYWOOD FINISH 1/2" PLYWOOD W/ 15'0 FELT W/ 150 FELL 2X6 (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXPANSION 2" MIN. HETA-1( JOINT OVERLAP CAULK SIMPSON CMU'S HETA-16 CMU'S TEXTURED TEXTURED FINISH FINIS -I TWO STORY TWO STORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING (2) 2X4 "2 ND SYP DIAGONAIL BRACE W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) loci NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16OSB SHEATHINCz USE Sd NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD An 2X4 W/ 3/8" X 5 LAG OR SIMPSON HITC-4 s 32' O.G. MAX. SHEATHING NAILING TO BE IN FIELD 4' O.c.GALL EDGES Wad NAILS ASPHALT SHINGLES OVER 15 FELT ON Z/16" 0.5_5. — 1/2' CLG. BOARD O.c NAIL CONT. RAT RUN To INSULATION TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD I6' O.G. MAX. 2X4 BTM. PLATE W5-FLOOR '4AILED HETA-16' FLR JST TO BLK-- \\—FLR TRUSS 1-05 REBAR CONT. O'-O" TO 30'-O" (1) 'X' BRACE 3o'-1" TO 6 m'-0" (3) 'X' BRACE (1 'X' BRACE CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G�,4L E ENID CROSS RAC INS 2 - STORE BAKERS CROSSING LOT#139 PHASE#2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 10/"7/03 SCAT V4101'-0' SHEET D3 o3r 4 2 X 4 (MIN 2 X 3) 1-3/Iro TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 2 X 4: MIN EMBEDMENT 1 1/49 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 8IZE.145 MIN HEAD SIZE 300 MIN HEAD SIZE 300 2 X ro (MIN 2 X 3) 2-3/1ro 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 IS" PRECAST HEADER(MIN) MIN HEAD SIZE 300 O.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS" 2 X 6: CEKI SECURE TO BLOCK 2 X ro (MIN 2 X 3) 2-3/Iro TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16" TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN EXISTING BLK ARV. PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 16" HIEGHT. 2 X S (MIN 2 X 3) 2-3/Iro TAPCON 1/4' TEXTURED FINISH MIN HEAD SIZE .300 ' MIN EMBEDMENT 11/4") OR DRIVE PIN (MIN SHANK 512E.145 MIN EMBEDMENT I I/4') 8' FROM EACH END AND IS' MIN HEAD 512E 300 7/8' TEXTURED FINISH WITHIN 8' OF EACH END 4 D.C. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4") 7/Iro' 05B SHEATHING 18" O.C. MAX. SPACING. 8' FROM EACH END AND 15' 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 I-1/4" EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.) 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 1/16' 055 SHEATHING 2 X SOLID BLK'G m ARCH SECURE TO BLOCK -+-1/2' DRYWALL MIN HEAD 51ZE 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"J 2X4 BLOCKS GLUE ¢NAIL W/Sd'S S'-12' O.C. ATTACHMENT PER MANUFACTOR'S SPECS. PIN (MIN SHANK SIZE.145 8' FROM EACH END AND 18" MTL WDW FRAME MIN HEAD SIZE 300 DOOR CASING O.G. MAX. MIN 1-1/4' EMBEDMENT CMU WALL MIN EMBEDMENT 1 1/4') NOTE: +NOTE: NO GAP a WDW FRAME WITHIN 8' OF EACH END 4 18' O.G. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMS TO EXCEED I/4' ATTACH TO 2 X DO NOT EXECEp I/4'_ j l�J 1�C I � IA ID TA j L j� Il AN ED UN I I I I �( D �- PER MANUFACTOR'S DETAILS. A C H UJA� [DETAIL C U T A UJA JA�5 TC - 5LCC< 1-1/2 " 2 X 4 (MIN 2 X 3) 1-3/1ro TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 ,!� PRECAST HEADER(MIN) MIN HEAD SIZE 300 BL. TOP PLATE MIN EMBEDMENT 1 1/4') 8' TEXTURED FINISH B'FROM EACH END AND IS' MORE THAN SECURE 2 X RIP TO FIT OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. O.C. MAX. MIN 1-1/4' EMBEDMENT Wl/2-12d5 6"-8' O.C. MAX6 SECURE THUR FRAME AND 16' HIEGHT. EXTEND 1-1/4' INTO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON X 4 16' U.G. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK SIZE.145 X 4 CWHEN OVER 16" IN HIEGHT)PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 30OMIN NERD SIZE 300 "� J-N X SOLID BLK'G e ARCH MIN EMBEDMENT 1 1/4') 8' CMU--- I/2" DRYWALL MIN EMBEDMENT I I/4'J ECURE W/2-12d EACH END REFER TO MANUFACTURINGO.C_ I'X4'OR I'X2'P.T. NAILER 8' FROM EACH END AND 18' MAX. MIN 1-1/4' EMBEDMENT7/16' OSB SHEATHING ATTACHMENT PER MANUFAGTOR'S SPECS. 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 HIEGHT.) MTL WDW FRAMEOR NOTE:MIN DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS TE: NO GAP o WDW FRAME EXCEED 1/4' DOOR JAMB SHIM U NEEDED TO PLUMB JAMB HEAD SIZE 300711-�-CMULUALL ' DO NOT EXEEED 1/4'. MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS' I I j� DETAILC U T A UJA "� O.C. MAX. MIN I-1/4' EMBEDMENT E3 EDC OF�/� J 5 TO 1 5 L O C 3/4O fR E)/ /� A�Ck4UU�� DETA � 1& 11 ANC JF NAILING SCHE1DULE ALL NOTEES V14 -REFERENCE ROOFDIAPHRAM TO FL_Q.R9DA BUILCDING USE '1/16' OBE. OR 1/2' PLY WITH -S GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND -S OLIN NAILS AT 6' OL. AT �j E 2001 INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHNG TO CsAP E END FRAME USE -8 GUN NAILS a 4' O.O. C SITE PLAN NOTE S EXTERIOR SHEATHING USE 1/16' 0.6.5. OR 1/2' PLY WIZ -S �yy NAILS AT 6' O.C. AT PANEL SIDES AND -S GUN NAIL�B TOP 4 BOTTOM PANEL _AND -8 GUN NAILS AT V O.C. AT -- U LOUDEST SLAB AT LIVING AREA SHALL BE MINIMUM IV ABOVE INTEIB"IEDIATE SUPPORTS. ALSO SEE DEi,IL. CROWN OF FRONTAGE WC-'%D OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS_AI�,. _ 2) UNLESS OTHERWISE NO1MD, THIS [BUILDING 15 NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY 11ANUPACTUruZ CONSTRUCTED VA HIN A FLOOD ZONE REQUIRING A FINISH IF LR ELEVATION _. ...� NAIL R�QUIR�M�N CS -`` ABV. IOF'�'N SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION �-or`FINISH FLOoIe SLAB _WITH SIGNED A1dD,3EALED SURVEY._ SIZE HEAD LENGHT DIA. TENSIL STR �3) LOT DR41NAua SHALL r-ON VK I TO ALL LOCAL -CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. ad ROUND) IODIFIED 11/8' 113 170000 OR T _ 4) ALL ON-81TE DRAINACE SHALL BE DIRECTED BY BWALES " OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 5) 1 A\IP1 A0161� 1O 1ATI/ l GL ILI/ CT/- CI IAI I /`MIC/9L-M - 1 / Al 10d ____ 2 1/5' .125 1"10,000 NOTE: NAILS t0 BE MFG. BY MEMBER of INT. CODE5, REGULATIONS AND RESTRICTIONS HAVINCs JURISDICTIONS AND STAPLENAIL 4 TOOL ASSOCIATION AS SELECTED BY BUILDER C, E N E RA L NOTE 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS To BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: P U M B I N G NOTE S I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 316 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) I) 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 CO -EFFICIENT +15 THRU -IB 2) WATER LINES SHALL BE CPVC. DBL. TOP PLATE 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 Ir2' AMAFLEX. 8 CONTINUOUS WALL FOOTINGS. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN AccoRDANGE WITH AGI 315 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING AGI 301. O MAXIMUM FLOW OF (31 THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS6) HOSE BIBS To BE PROVIDED WITH BACKFLOW PREVF_NTER 2X4 16 O.G. MAX. C. R W ING BARS SHALL CONFORM to ASIM A615 A616 OR roll, GRADE 40 "U ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 2X4 16O.C. MAX. 4- DESIGN LOADS A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 1EXCEED 40 WATTS PER 6QUARE FOOT OF TANK SURFACE AREA. 6' ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. A. ALL 67RUGTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SIFF. SECURE 2X4 (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY S) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL SHALL BE PRESSURE TREATED) BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED TO WOOD W/2-126 Q B. A/G PLATFORM6 TO BE 3/4' DECKING. SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. SECURE 2X4 PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES of 'AS -BUILT' 6' -8" O.C. STAGGERED TO WOOD W/2-126 lw 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 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, BT. PLATE 1. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/1(o' TAPCONS A. ENGINEERED FOR 120 MPH WIND a3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK SIZE.145 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 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 WITHIN a' OF EACH END NOT TO MIN HEAD SIZE .300 MIN 1 1/4') 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. FOUNC>ATION NOTES EXCEED IS' O.C-MAX. 2X4 SOLID BLOCKING EMBEDMENT 15) ALL WATER CLOSETS 5r14ALL BE WATER SAVING 1b GALLON FLUSH TYPE SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO 1. FOUNDATION DESIGN BASED ON 2000 P.SF. MIN. ALLOWABLE BEARING BLOCK NOTES MIN. 2-12d PER BLK EA. END 1/2' PLYWOOD EXCEED IS' O.G.MAX. PRESSURE OR 7/16' O.SB. 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 AGI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVEA NEEIN ACCORDANCE WITH ASTM G90 AND CI45 AND SHALL AVE A t AREA GOMFtPRESSIVE stRENGHT of Moo PSI. MIN. 2-12d PER BLK EA. END OR Vic?, 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 ASTM C210- IWI ICI I IWI (\`4I, IWI X METAL ACCESSORIES AGGREGATE 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE 1J-�I !I JI �I $ i / 4. ALL SLABS SHALL BE MIN. 3 I/2' THICK CONCRETE OVER 6 MIL VAPOR FOA A5TM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE "5 DOWEL BARS W/ A ro' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CarwECTORS, 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 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 SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONRY UNITS SHALL BE FULL HEAP AND JOINTS. 2. BEp 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, 9 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 2-5TORY. 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, A617, OR A106. 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE 1 a 2003 FPO - BAKERS CROSSIVIG ILOT#139 PHASE#',r< MONOLITHIC BLOCK DETAILS NOTES DATE: 10/7/03 SCALE: 1/41011-01 SHEET ID4 OF 4