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Home My WebLink About305 Appaloosa Ct 03-2645 New SFHPERMIT ADDRESS SUBDIVISION CONTRACTOR PERMIT # DATE ADDRESS D R Morton PERMIT DESCRIPTION �. 6250 Hazehine Nat'l Dr #102 Orlando, FL 32822 U5 -�ao7)ss��slo1 PERMIT VALUATION cBc 055300 PHONE NUMBER SQUARE FOOTAGE PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE .0 0 Ij DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 9 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 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, F'.ARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 30PSF LIVE 1OPSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 10PSF 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 C1 COVER PAGE PG 1 FOUNDATION DOWEL PLAN PG 1A LINTEL SCHEDULE PG 113 WIND LOAD CALCULATION PG 2 FLOOR PLAN PG 3D ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION T" PG 4D TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 5 ELECTRICAL PLAN O O ;, O O Jed www. drhorton. com A U VIIT 6 5 - OFFICIE COPY R0 -,I., y 0�> 6250 Hazcm-.1tintm.. Natic)nal E>rivcm... C>r1anc1cx, F1 372822 857-9101 _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 ENGINEER: KENNETH ROBERT COYNE PE NO. 53747 A.B. DESIGN GROUP, INC. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 14411 CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BAKERS CROSSING LOT #122 PHASE #21 MODEL: 99 1 7 3 2 99 COVER PAGE DATE: 7/15/03 SC AT: 1/4' ■ P-0' SHEET C 1 op, 5 JUL 16 2003 `F Ste/ 01 _ 011 28'-211 lz V-21I 31-011 2-('-9" 9'-0" 31-G13" 14'-11" *-3 1/2" w 3 I/2" B 3 cONC. D -- -- --- _ SLAB i ` I EEND LAV. 1 /'' \ I = ro%XT = I DI / \ I p1 SLAB 1 1/2" I N.B. = REF. �6NDR:�II= I�wC.� I �� II C I-F—� ■ I I � �- I �x� III I I n I■ 41-11' 2'-(o" 1'- 13'-0" I� a � 2x� �— - - - - - -- - i Ire WALL I m I lLJ pl I I C 0'-0" ELEV. DI FIN. CONC. SLAB ,opo opo r - - IRANGE1 LAV. OPT. I — — I 3 1/2" CONC. REINFORCED LAV. W/6 "x6 " #10/im WWM OR ^I FIBERnLASS REINF. ON (o-MIL. r- VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR I I APPROVED SUBSTITUTE, CRECRUIT 11 SYSTEM) TUB ■ I ----�--------- ■ 20'-11" OPT. W. S EXTEND L - - j I - r -I DI SLAB 1 1/2" I OPT. I m 0'-0" ELEV. <r I D I FIN. GONG. SLAB WI -I. IN -' -�- -- 3'-� 11 ■ SAFETY PAN r ----- 1 11 I A/cl _� ■ �- 3 1/2" //\� H� -3 1/2"OND3 -0=-13 1 / _ S -0 I -roj m SLAP \ ` i �- - - -' - `4" P.V.C. L - - P. 14'-4" CHASE i ■ ( a pl 1 I pl I DI �} _ ■ a-oQ I � 4 I , Q0 ELEV. D4F Q O ( BRGs. FTR wQ a 2 0'-0" ELEV. FIN. CONC. SLAP w U ■ D1 EXTEND SLAE5 1 1/2" s° CURB ■ WALL I 11 _ 4 " ■ 1 1/2 1�1 � I �I Dl I ■ ■ ■ ■ ■ ■ ■ 3 1/2 " C0NC. SLAB L/ A k 2'-10" 21'-�" FOUNDATION P 1IS t ---------- ——� 0 OFT. i=00L 15ATH a L\ .! MILM, L5 1j", N.T.S. ----------------------- R-5H Fw R/ I wc. L�-- I— I — — — I��-y U, -' • —41-11 21=�11 I1 211 WA L = � A 2x 1 WA LI L • rQ�. I t-L: LAV. OPT. LAV. - r I I I ( TUB - - - - - - - - - - - - - - - - - - — nOIPTIONAL MSTR. CLOSET HURRICANE RESISTANT M' 23'-8" IT-0" I --------------- �------ — — — — — — — — — — — — — — — — — — — — — — — — I � I � • I I I I I I I I111-011 nELEV. F DOWEL LAYOUT BAKERS CROSSING LOT #122 PHASE #21 MODEL. 99 1 7 3 2 - L99 FS/BC FOUNDATION/ DOWEL PLAN DATE: 7/15/03 SCALE: 1/41:1'-0' SHEET I op, 5 JUL 1' 6 2oV3 u -- BAKERS CROSSING LOT #122 PHASE #21 MODEL: >>1732-L" 6/12 ROOF FS. /BC LINTEL SCHEDULE DATE: 7/15/03 SC AT: I/41■ I'-0' SHEET lA-or 5 BAKERS CROSSING LOT #122 PHASE #21 MODEL: ,91 732— L" 6/12 ROOF FS. /BC WIND LOAD CALCULATIONS DATE: 7/15/03 SCAT : 1/4'=1'-0' SHEET I B of 5 JUL 16 2003 I O OFT- ARCH OPENING 6" PRE -CAST WALL I_ W.I.C. I� 6" PRE -CAST WALL 3-0 J 6' PRE -CAST WALL � O f=TT CLO5ET 2 OPT. POOL 5AtI-4 00110,700 101-211 10'-10" CJ KNEE " UJA 25-5N 25-5N SPACE — 23-SH 36 TALL PATIO EGRESS EGRESS 8065 S.G.D. \ — — — — — — — — ills 0 0 N I I � I NOOK 2-4 m LAV. OPEN Lam', 9'-411 CLG. N.B. A 30VE p q �4 (TILE) _ f — �I t OWNERS n I 1 O.BATH I ,, H I SUITE � pi 1 9'-4" CLG m A (TILE) 1 I C 2'WALL L _r _-J KITCHEN QL - I = �-----------� — — 1R-1SN— — 9 l4II 1'ILE)Z C, o � � 12'-0" 21_41----- i OPT. _ l Q) INSULATIONi� I , -� I ' W.I.C. I \------- I I� RANGE 1 = u Imo;2xr2 W14LLI , o o I -- o .� a o p ---�TL LAV OPT. BDRM. 3 I LAV TILE INE 91- 411 cLG. I 12 - 5 HALL �E u (CARPET) I m I BATH - a) 6 NC,ACC, 2B- � N N 5-SN=TUB (V , m c{1 0' 41_011 I-5'-4'I m 12' -101, NA A R.A.G. Ir � 0 6'-10" . L_ — - N lu BDRM 1 G2 i — p SOFFIT _ _ FOR AC Q (CARPET) I a A) i , RETURN ' 5_6 LAUN. I I } 1 30"x26' FAMILY 9 & '-4' GLG.I no- ROOM WATER NEATER IN I ^ — — SAFTEY PAN I ?� A.C. gCAR1 E PLATFORM _ - 3OX45 121=011 2'-4" 6'10" 5'-44'-011 91=61 m F_ —2 j7" X 54" I ATTIC I N LCCES — J - W/ OPTIONAL I PULL DN. STAIRS `Q 9'-4" CLG. TILE LINE, ELEV. A,r�,C,G — — — — N 13'-4° CLG,_BDRM.#4 - N N GARAGE ELEV. D,E,F �6 DEN 0-) V-4" CLG. g'-4" CLG. LINE OF CLG. — — — (CARPET) ELEV. D,E,r- FOYER = 9'-4' CLG. _ (TILE) - rr�!-� ELEV. D,1= - m W _I MT. 7I L_ VAULTED CLG. p �I 10 = ELEV. D,F ONLY N.B. ENTRYlu lY1 0 UA -I 16'-0" X 1'-01, O.N. 3-0 DR. W/IS" SIDELITE ELEV. C,D,E,F D = 45"x45"x54" AE5V. E = 4,5"x30"x36 " ABV. 21-5" 16'-iC 21-1011 21-4" 21-411 31-01' 101-101, C/ 211 -/ " //� //� �{ 1 _011 I31-101, 40 �l 1-011 `"�' SE/ F L 0 0 PHLAN D = 35-SH W/ 54"X20"X28" TRANS. ABV. NO LINTEL REQUIERD E= 35-SN W/ 54 "x10"xl6 " TRANS. ABV. A ��■►��p" 71 11ENTRY i Ellmu 1 0111 ,; , TRANS. AE3V. ►` 3-0 DR. W/10" SIDELITE ELEV. C FOYEI (TILE) U- V* ENTR tu liold I I Ij - 45"xIo TRANS. m NE ELEV. DP ONLY (2) 25-6N W/ 60"X38" /2 RND. ABV INTEL REQUIRED �)'-211 1 31_�11 ------------� 99 99 F ELEV. "C" S ICY o JL 1 • V 1 1 L OJ s' S LIYINe GARAGE ENTRY f=ATIO 1132 45(o 22 54 5Q. 5GQ_ 5Q. 5Q. FT. FT. FT, FT. TOTAL 2264 5Q. FT. BAKERS CROSSING ILOT #122I PHASE #2 MODEL: "1732— L" 6/12 ROOF FS. /BC FLOOD PLAN DATE: 7/15/03 SCALE: 1/41211-01 SHEET 2 OF 5 9'-4" BRG. 0'-0" FIN. FLR. 1 KEY DETAIL REAR ELEVATION 2 STUCCO RAND DETAIL U 9'-4" E3RGc. LEFT ELEVATION m 19'-S" BLDG.NGT. 14'-011 BRG. 9'-4" N& TEXTURED FINISH O'-O" FIN. FL-R. OFF -RIDGE VENT I :j 24" DECO. LOUVER m CRICKET .� b- mi WIFE-1 FOR FOR IN IN I �iFffl W-1 loll FS-1 UP MIMI IN-11FO-11 FRONT ELEVATION OFF -RIDGE VENT Cp C TEXTURED FINISH RIGHT ELEVATION 9' - 4' 13RG. -O' FIN. FLR. n 12 2.5/12 VAULT LINE c� N on =-- mmm==I, mmmlimmmil 9'-4" BRG. I EMSHUTTER . z • • 0o \ .i 9' - 4' F3RG. 0 — - ,40'-0 " FIN. FLR. BAKERS CROSSING ILOT #122 PHASE #21 MODEL: "1r732- L" 6/12 ]ROOF FS/BC ELEVATION" F" (DATE: 7/15/03 SCALE: I/4'sI'-0' SHEET 3 F °F 5 L AR 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-12d EVERY TRUSS / 1X6 NAILER 2X RIDGE 3-126 RAFTER TO NAILER 1/16" O.S.B. -j IXS NAILER --/- OR 1/2" PLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL/VALLEY HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2X6 DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-4" 5'-4" TO 1'-011 -1'-011 TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2X6 DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0" 8'-O" AND OVER 4X4 POST=(2)2X4'5 NAILED WITH 12d 6"-8" O.C. STAGGERED 4X6 POST=(3)2X4'S NAILED WITH 12d 6"-8" O.C. STAGGERED (2) META -16 DBL 2 X 4 TOP PLATE SP4 SP4 14'-f0" BRG.,@ ENTRY DBL. TOP PLATE M5TA,-24 MSTA-24 2 X4EXT WALL 'a ENTRY 9-4" BRG.HGT.BL< 1/2" X 8" A.BOLTS 1/2" X 8" A.B LTS W/2" WASHER 3-EA. SIDE TYP. W/2" WASHER 3.EA. SIDE TYP. MSTA-24 1 (2) 2 X12 BM MSTA-24 J, (o'-S" DOOR INISH 2 X 4 PT.OR 2 X 4 PT.OR 2 X 4 W/ VAPOR 2 X 4 W/ VAPOR BARRIER BARRIER 6 2 X 4 PT 3/4" X 2" RECESS 8" CMU BLK C6-TYP.) 8 CMU BLK - - - o'-O" FINPLR. KNEE WALL DETAIL@ENTRY WDW/DOOR DETAIL 11 1_111A 1/1)" 9 HIP DETAIL M 111111111111 I'l 11 11 r ir---InL-, —-tl- qF11 I IL,—IL,1� -I II II L S K = II II II II II II II II II II I II II II = A7 - -- A9 A I 1 A13 y%o — Ali A19 pq A A A A A A -- A A 22 "X54" -T - - - - - - - I ATTIC I A — _ ACCESS Al Al A2 A2 AG 1 — — B - LLI Q Q AG2 IT Rm _-ems_------ -------- � c� TRUSS PLAN * CONNECTORS TO PE SIMP50N U.N.O. * TRUSS TO E3L< META -1(c W/12 - 10dX1 1/2 * TRUSS TO WOOD MT5-12 W/14-10dXI 1/2 L 2) META -16 BAKERS CROSSING ILOT #122 PHASE #2 MODEL: "1732- L" 6/12 ROOF FS/BC TRUSS PLAN " D & F" DATE: 7 /15 /0 3 SCALE: V4121'-01 SHEET 4DF OF 5 u ELECTRICAL LEGEND SYMBOL. DEFINITION NOTES Ilmv OUTLET 1/2 OUTLET IImY OUTLET WIREE D TO I WIRED (\iIIL''j■ SWITCH EQUIpEp WITH 6GF1 IUDV OUTLET GROUND FAULT INERUPTER ��fj 220V OUTLET EXTERIOR GROUND FAULT GFI WATERPROOF OUTLET INTERUPTFR SWITCH �3 SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. n WALL Y MOUNTED L IGH 3::�CEILING LIGHT o l VAPOR PRO `OJVP LIGHT RECESSED CAN 1 CFM PER VENT. FAN SQ. FT. VENT_ FAN 1 CFM PER W/LIGHT 5a. FT. 0 0 0 0 2' LIGHT STRIP 4' LIGHT STRIP FLOUREGENT RAP AROUND LIGHT 2' FLoUF;ECENT — — — — /- 4' FLOURECENT ® PANEL METER SMOKE <3ATT. SACK -UP O W/ HARDWIRE DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR. COND. A/C DISCONNECT E TELEVISION JACK CEILING BOX TO CEILING BE S PPOR ED FAN/LIGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER ELECTRICAL PLAN LOC. OF T.V_ AND PH. OUTLETS 4 FAN TO BE VERIFIED OHOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: #20 AMP DEDICATED LAUNDRY CIRCUIT. 4/0 ALU. CABLE 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D TYP A/C 200 200 AMP DISC. AMP. INSIDE MAIN PANEL #12 COPPER TO DISC. LIGHTS 4 OUTLETS 4*10 COPPER TO WATER HEATER 4*8 COPPER TO RANGE UNDERGROUND -�- SERVICE BY POLDER CO. 4*4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO 5E 50NDED TO FOOTING STEEL \\\ 1 1/2' \ ELEC;TfRlC;AL FZ5E� NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY LU/ APPLICA5LE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. 1 1/2. " ---, U IPLIJMBING RISER KITCHEN SINK w/ AUTO VENT TO MAIN BAKERS CROSSING LOT #122 PHASE #21 MODEL: >>1732-L" 6/12 ROOF FS /R C ELECTRICAL PLAN DATE: 7/15/03 SCAT : SHEET OF' i U 1/2" X 9" A.B. 3 2 " O.G. _ ro"Xro" #10 W.W.M. ( " EMBEDMENT MIN. (o" EMBEDMENT 1/2" X V` ' z 4 WJ 4EN Ui=L IFT FROM ROOF ANCHOR BOLTS AT 3' O.C. T � 2" ABV. CONC. c� _ CONC. SLAB 4„ 4„ Q `4 (0'X�o" #10 W.W.M. 411 (2) CONT. #5 REBARS 1' 4" [K � 1'-0" m GONG. SLAB 4 I _QII 41 z 41 > 3 ma's CONT. �l � -' m ' ' TNf GKEN EDGE 2-#5'S ON CHAIRS - GARAGE CURB STOi= 1 TYP. WALL SECTION INTERIOR BEARING WALL- INTERf OR BE,4RING WALL 2 -STORM' � BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS l.000D FRAME FOOTfNG CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE IS UPLIFT ON WALL 3 1/211 HEAD OF GARAGE 3 1/2" HEAD OF GARAGE �-.-#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS #5 DOWEL BARS OVARIES WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES -1 5/8" � OVARIES WITH SLOPE) FzS 13" ANCHOR BOLTS AT 3' O.G. 1 5/S" G B II 6'X6" #10 W.W.M. " �'X6" #10 W.W.M. CURB �'IX�" #101 W.W.M.(3) # 5 RODS EA. WAY ON 9 ANCHOR BOLTS AT 3 O.G. MIN 6" EMBEDMENT II 7 5/S CURB II IICHAIRS (MIN. 3" COVER) 8 CMU ONLY IF UPLIFT ON WALLr6"x �10 W.W.M. j- MIN 6" EMBEDMENT EXTEND 1 1/2 6 "X6" #10 W.W.M. �p w II �`-�:, -�� - w II GRADE 4 I 1L_ RECESS /2 m 0 a� p o� - SLIDING DOOR TRACK 7\ 2-#5'S ON CHAIRS (3-5'S W/2-STORY) m ° 10 2-#5'S ON CHAIRS II-411 m SLOPE GONG. 0 o a - SINGLE (3-5'5 W/2-STORY) SINGL 21_OI m 1'-8" 3 #5'S ON CHAIRS eTORY STORY �/ I I/2" TO FRONTCl/� I/2") 1 -0 2 #5'S ON CHAIRS 1 _QI TWO Ei 9 1/2 " ?2-STORY IDE FTC. AT GARAGE STEP-UP STORY Two STORY INSIDE FTG. AT GARAGE STEP-UP 6BEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR 1-STORY BEARING WALL DOOR RECESS 1 GONG. SLAB OVER CLEAN, #5 REBAR SET IN 2000 OL COMPACT TERMITE TREATED �P81 EPDXY 25" MIN. ABV. TOP CORD BLOCKING AT 4' L, & MIL. VIS. VAPOR SLAB/(O" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING -1 = &"X6" 1110 W.W.M. SPACES AT EACH END. N ro"6 " z X#10 W.W.M. II GARAGE SLAB RAFTER OR TRuss NAILING SCHE1DULE ALL NOTES IN REFERENCE �--- ROOF 544EATNINC LAYOUT ROOF SHEATHING ROGFDIAPHR4M TO LO FRI1DA BUILDING LOAND /E� N D WA L L B RA G I NG Li USE 1/16' OSa. OR 1/2' PLY WITH -- GUN NAILS AT 4' Ol- AT C O CD E 2001 ' FOR `FABLE END FRAMING SUPPORTED PANEL EDGER AANDLSO Be GUN NAILS AT 6' O.C. AT INTERMEDIATE BIiPPORTB. ALSO SEE DETAIL. CURB WALL 8" GONG. DRIVEWAY _ ° ° TYP. RETROFIT FOR ALL ROOF SHEATHING TO GA5LE END FRAME GARAGE 3 #5's CONT. OMITTED FOUNDATION DOWELS ? USE-8Gl1N NAILS04'O.C. BEYOUND 1'-8" 3" MIN COVER 1A Q EXTERIOR SHEATSITE PLAN NOTES HING USE 7/16' 0S9. OR 1/2' PLY WITH 08 GUN NAILS AT 6' O.G. AT V V PANEL SIDES AND '8 GUN NAILS 4' O.C. TOP 4 SOTTOM L� PANEL AND -8 GUN NAILS AT 6' O.C. AT 1) LOWFST SLAB AT LIVING AREA 8HALL BE MINIMUM 18' ABOVE GARAGE DOOR INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. BUILDING LENGTH CROWN OF FRONTAGE 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 11 OPENING 2-STORY FOOTING ACCEPTABLE FASTENER FROM ANY MANUFACTURER. CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION 3 NAIL REQUIREMENTS ABV. 10'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. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. ad ROUNDMODIFIED OR T 11/8' .113 110,000 10d 2 I/8' 128 1 110000 POURED LENTIL O , CONT. TYP) e <' 2X WALL FRAMING (3) I/2"XS" ANCHOR BOLTS n 1.rf 8 GI IU FILLED a Or (3) 1/2 "XS" J-BOLTS CELL (TYPO ;;, , f' MIN. (a' EMBEDMENT W/ 2 "X2'X1/8 WASHER AND EXT. FRAME WALL TO NUT SPACED EVENLY FROM BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) II II II II II II TO BE II II II OUTSIDE BAR t� REBAR II II = _ _ _ _ II II II CONTINUOUS = _ _ - = = J �2. 5" MIN. LAP TYP. REBAR LAP CORNERS (j) -_� (� I--1 Z w Z (a l U O @L NAILS TOP BOTTOM EDGES #8d GUN NAILS �% 6" O.C. IN FIELD � Q � Q • - t 1 � � . z z Z Q) = _ z tl� U v @ I I I ` I (� O -� �j EXTERIOR = I T'I - E XTE ICI OR SHEATH f 1 Y� /� I I p p I I C I I I HTTAGHt-IE1 `1T FOND I�OOF Cjl" EATH II V� Ca * I/ ............ r I OTE : I * I r I }-- �j WHEN WHE `>, G;LUED TO ROOF �E�5ER --_-- -- NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLENAIL E TOOL A550CIATION GENERAL NOTES 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DE51NG CRITERIA: I. BUILDING GODS REQUfRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 4. WIND IMPORTANCE FACTOR (1) 5. WIND EXPOSURE W 6. INTERNAL PRESSURE CO -EFFICIENT 416 THRU -18 2. SOIL A. NET ALLOWABLE 50IL BEARING FIRE55URE 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 6TRUTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 611, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSP �I L."dvV,7C.Hf IIY3, IICICIC3HIIVIV DClil'IIIVC3, CIO.. OHHLL C�VIVI"VWt IV LOCAL CODES, REGULATION6 AND RESTRICTIONS HAVING JURISDICTIONS AND AS SELECTED BY BUILDER. 6)PEM`ITT POOL,DECK,SPA,AND1NEEREATEDWORKWI G BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. PL-UMBING NOTES 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 401 AS APPROVED BY THE BUILDING OFFICIAL. 2) WATER LINES SHALL BE CPVC. 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER. 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOGS NOT TO EXCEED 4� WATTS PER SQUARE FOOL OF TANK SURFACE AREA. 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. 7 UTED BOND BEAM 2 -#5 s REBAR a 1 STORY ( 11 - Q II � E ��E, T 1011 - 12 11 IN FE f L. p ICJ CJ �J 5. LUMBER 02 9) ALL POOL PLUMBING AND RELATED EQUIPMENT 8HALL A. ALL STRUGTUAL LUMBER SHALL BE SYP. ALL STUDS SHALL BE STUD GRADE SPF. EXPOSED TO OR AGAINST BOIL, CONCRETE OR MASONARY BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PEWITTED SEE SHOP RU SEPARATELYPLUMBING TIE TO HORZ. BARS Lu 3-#5's REBAR a 2 STORY �THER, SHALL BE PRESSURE TREATEDER CON RACTOR SHALLOL ROY DE TWOIrCOPIES OF AS-BERED LT' 0" MIN. EMBEDMENT O .,{ TY`F. EXTERIOR S1-�EATH ING ATTAGN1 TENT 6A.PPRE RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 10) v U FOR Sr --TEAR AND UPLIFT ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 ALL CLEANOUTS FLUSH WITH GRADE. HORZ. REINFORCING VERT. RE INF. C l ( O.S.B. TO BE STRUCTURAL GRADE) TRU85 MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR To FABRIGAtION. 11) NO VENT STACKS SHALL PAS THROUGH ROOF CRICKETS, VALLEYS, RIDGES. � 11 HOOK IN GROUTED CONNECTORS FROM PLATE TO STUD TO PLATE 1. GARAGE DOOR A. ENGINEERED FOR 120 MPH WIND 03 SEC, GUST. 12) SIZE AND LOCATION OP CLEANCUTS SHALL CONFORM TO FLORIDA PLUMBING GODS CURRENT EDITION. CELL ARE NOT REQUIRED EXCEPT AT OPENINGS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIXES SHALL CONFORM TO FLORIDA BUILDING CODE 8. ASPHALT SHINGLES 2001_ ' #8d GUN NAILS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 �� „ I � � �� cn Q 12 " O.G. IN FIELD B. SHINGLE STANDARD ASTM 0-225, UNDERLAYMENT TO BE ASTM 0-226 141 PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. Ii��ll F O U N IDATI (DIN NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE GLEANOUT REQ'D BLOCK NOTES cv FOR GROUT LIFT I� I. FOUNDATION DESIGN RASED ON 2000 PSP. MIN. ALLOWABLE BEARING PRESSURE. a > 5 FT. UNLESS ," POURED LENTIL 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT ITIAREA COMMPRE8SIVE STRENGHT OF IWO "I. D SHALL A HORZ_ REINFORCING z_ (�/ FOOTING DWL IS O',' CONT. (TYP) _� L U SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALLAVE BE SUBMITTED TO ARCHITECT FOR APPROVAL MORTAR (0 n HOOK DA NOT REQ'D- e Z PRIOR TO FABRICATION OR CONC. POUR. 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM c210. METAL ACCESSORIES J O �3 - 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM AGGREGATE I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFOFT 1 TO THE FOLLOWING: HORIZONTAL/VERTICAL REINFORCING c(1 v PRE -CAST HDR. 2X& GARAGE POOR BUCK W/ 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR A. A5TM A52 FOR JOINT REINFORCEMENT AND -WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. (3) 1/2 "XS" ANCHOR BOLTS @ BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 2. METAL PLATES, CONNECTORS, SCREWS, 5OLT5 AND NAILS EXPOSED 0 •ba Or (3) 1/2 "XS" J-BOLTS TYP. FLOOR DECKING 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE 05 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL u ry EMBEDMENT MIN. ATTACHMENT TO FLOOR JOIST ALL COMERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO HORIZ_ BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALvANIZED MEETING THE REQUIREMENT5 OF A5TM AW. W/ 2 "X2'X1/8 WASHER AND 8" CMU FILLED _„_ NUT SPACED EVENLY FROM I EA. SHEET TO BE CLUED AT ��+- 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD FRAME SHEAR WALL OPENINGS AND SHALL BE I/2'x8' W/ 2'x2'xl/8' MASONRY WORK, GENERAL: 1 FULL WIDTH of AGE SHTS ELLS. MORTAR LMORTAR JLOW OINTS UNITS FOR SOLIDEXTEND ASONRYE CELL (TYP.) a - FLOOR TO GARAGE DOOR HDR. EXPOSED JOIST AT 3' O.G. STARTING AT 8' OFF EACH CORNER MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK IN JOINTS PRIOR TO FILLING. 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 Roof: LIVE LOAD: 20 P5F 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MA50NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINF RCEMENT 1-2X6 PT BLOCK 'a CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAI 1 ' O.C. DOOR HEADER W/C1) 8. FOOTING REINFORCING SHALL BE 2-wo RE5AR5 I -STORY, REINFORCING STEEL, GENERAL: 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND I. REINFORCING STEEL SHALL BE NO. 5 BARS. (1) 1/2 "XS" ANCHOR BOLTS CORNERS. USE CORNER BARS OR BEND REBAR. LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY E DLED. Or (1) 1/2'XS" J-BOLTS MINIMUM OF 25. 4.REIICE LENGTHS SHALL NFORGING STEEL 6HABLL BE MIE A NIMUMUM OF RAD / rD IDENTIFIED ro " EMBEDMENT 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH A5TM A615, A616. A61-1, 06. W/ 2 "X2'X1/8 WASHER AND NUT FINISH GRADE 10. FINISH SLAB TO 15E 8' ABV. FINISH GRADE JUL 16 2003 BAKERS CROSSING ILOT #122 I PHASE #2 IMONOLITHIC BLOCK DETAILS NOTES DATE: 7/15/03 .SCALE: 1/4'=1'-®' MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' 4'-11 1/2" 1'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL. I.ENGHT STUDS 1 2 AT EACH END OF HEADER 3 2X4 51,18-5ANp HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND � 2X4 SUR-PANp � CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS FEILD STREAM 2 "X4" BLOCKING 2X6 SUB-BANp FEILD STREAM FOR CONNECTOR) FEILD STREAM LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND a 2X6 SUB -BAND FIRST TWO BAYS ALOMA WOODS LAKE KEHOE,CYPRESS HEAD -•.�—ROOF TRUSSES LAKE KEHOE,CYPRESS HEAD 4'-0" O.C. MAX METAL LATH WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ALOHA WOOLDUM FINISHED FASCIA ASPHALT SHINGLES " WRAPPED/ALUM FINISHED FASCIA 24" O.G. OVER 15 FELT OVER i/16 OSB OR I/5 TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE 1/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION FIBERGLASS SHINGLES _ R-19 INSULATION OR 1/2' PLY. W/ 150 FELT 7/16" OSB. SHEATHING ON #15 FELT OVER ' OR 1/2" PLY. ' HURRICANE STRAPS 1/16 OSB. SHEATHING n PUMP �� 'B� � UI�LDYWOOD 2X4(CONT.) SEE TRUSS ENG. -■ ROOF TRUSSES (SEE TRUSS PLAN METAL DRIP EDGE I/2" CLG. BOARD TEXT. FOR PROPER 2 4 " O.C. 4 NAILED FOP,2X4 SPF STIFFBACK AT BRACING CONNECTOR) 2X4 DOUBLE PLATE (TYPJ HETA-16 LL UPRIGHTS OVER 4'-10" EMBEDDED METAL DRIP EDGE O (li#5 CONT. ALUM. FINISHED VENTED SOFFIT EE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS LINTEL STRAP 1X2 FURR STRIPS ALUM. FINISHED VENTED SOFFIT ° ° 1/2u CLG BOARD TEXT• ALUM. WINDOW 1/5' TEXTURED FINISH S LINTEL BLOCK FILLED 1/2 DRYWALL SEE FLR./ELEV FOR DES. WOOD BASE CTYPJ OVER #15 FELT OVER R-19 INSULATION -i/8"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD -1/16" O.S.B. SHEATHING CMU'S TEXTURED PRE AST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. /—FINISH ALUM. WINDOW 1/16" 058 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 DBL TOP PLATE W/ 1/2" CLG. BOARD 4 TEXT. PRE -CAST SILL 2X4 RE-FORCEMENT (CONTJ R E PL " TLUO STORE -� 1/2 DRYWALL FOR JOIST TYPE OR MSTA-24 24' O C. MAX MAX. 2X4 DOUBLE PLATE (TYPJ 2X4 NAILER CGONTJ O (1)S CONT. SEE TRUSS PLAN 8" GMU R-4.2 INSULATION FOR HDR, SIZE 1X2 FURRING STRIPS BAND DETAIL 1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW A TEXTURED FINISH 1/4" R SEE FLR./ELEV FOP, DES. SILL WOOD BASE 8" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYPJ PRE -CAST LINTEL OR 1/2' PLY. UNDER FELL BARRIER PRE -FAB TRUSS ALUM. WINDOW FLOOR JOIST/ z 6"X6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL -- Qj FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. RE FIBER MESH SEE FRAME PLANS SF-4 32 O C STUD 2X4 DBL. TOP PLATE o REINFORCEMENT PRE -CAST SILL GONG. SLAB OVER CLEAN FOR JOIST TYPE META-16"� 32" O. G. MAX CLG. BOARD 4 TEXT COMPACT,TERMfTE TREATED O 1/2° DR1'UJALL (1''S CONT. w z w � SOIL OVER 6 MIL VfS. VAPOR �� 1X2 FURRING STRIPS 2X4 1.000D STUDS } F } 2 S CONT. 8 CMI.1 r5ARRIER,W/,-0X,-0 #lm WWM 5 LINTEL BLOCKO=O I _4(FILLED) 2X4 CONT. STRES �l(o" O.C. TEXTURED FINISH 1/4" WOOD BASE CTYPJ PRE -CAST LINTEL o w 1/2" DRYWALL BLOCKING MID -WALL = 2X4 PT. PLATE ~ Q ALUM. WINDOW 5P-4 32" O.C. a)STUD 1/2"X9" A.B. 32" O.C. v SEE FLR./ELEV FOR DES. (W�4EN UPLIFT; 6" EMBEDMENT TAP. WALL S�CT'ION � SILL O O �L=SOB 6"X6" 1*10 W.W.M. PRE -CAST SILL WOOD BASE CTYPJ CONC. SLAB _ fk 3 #5's CONT REINFORCEMENT CONC. SLAB 2 #5's CONT. r � } Z } O O 1'-8" 5' CMU 6 MIL VIS 1-SrORi' u no VAPOR BARRIER INS RIOR B1=,4R G uJ,4LL - TEXTURED FINISH I/4 ASPHALT SHINGLES OVER TAP. WALL SECTION w = 9 NOTE: FOR WALLS W/FLOOR LOAD ONLY 015 FELT ON 7/16" O.S.B. 2"X4" BLOCKING2 Q DO NOT INSTALL CONNECTORS. SHEATHING OR 1/2' PLY FIRST TWO BAYS 2 - STOfR ' z 4'-0" O.C. MAX METAL DRIP EDGE �- j- 6'X6" 1110 W.W.M. 2X4 DBL TOP PLATE O OR FIBER MESH 2X4 SUB -BAND 1 (REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS 2X6 SUB-BANp e (SEE TRUSS PLAN) w z w LAKE KEHOE,CYPRESS NERD BRAGfNG } F } (3) #5's CONT. ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE �,, O O m WRAPPED/ALUM FINISHED FASCIA 2 4 " D.G. CRIPPLE STUDS FIRST FLOOR BLOCK 1/2" DRY WALL ENG. GABLE TRUSS R-19 INSULATION � OVER SECOND 1=LOOi� �R:41"« 2X4 SPF S OVER AT 2X4 16" O.C. MAX ALL UPRIGHTS O4'-10" (SEE TRUSS ENG. FOR SIZE) HEADER CSEE PLANS) -1/5" TEXTURED FINISH OVER 151* FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE-FAB TRUSS 2X4 PT. 1/16" O.S.B. SHEATHING 1/2" CLG. BDARD 4 TEXT. TEXTURED FINISH St. PLATE OR 1/2" PLY. 2"X4" NAILER CONT, ON TURFGALVD. METAL I/2" X 9" A.B W/ (2) LAYERS -1/16 SP-4 32 O.C. STUD 2X4 DBL. TOP PLATE LATH 5 OVER TYVEK MIN. 6 EMBEDMENT 11 O.S.B.SECURE EA, LAYER .• , 1/2 DR T'WALL 2' DIA. WASHER 2x4 P.T. PLATE W/ ° W/2 Sd,s 5'-12" O.G. -�. HDR. STUDS)/JAGK(S) ' L `,'"` 32" O.G. MAX 1/2 "X9" ANCHOR BOLTS MAX. MIN. 6" EMBEDMENT 2X4 WOOD STUDS W/2" DIA. AT 32" 0. C. 1/2 X 9 .M X J-BOLT STUD T FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �1� O.C. #5 REBAR CONT. 32 O.C.MAX STUD TO HDR. ., •;,;• r SECURE TRUSS TO 2X(o W/ KING STUD(S) 6P-4 BLOCKING MID -WALL TOP 4 BOTTOM) 12d a 6"-5" CONC. FILLED LINTEL 3/4" T4G 5UE FLOOfR GLUED 4 NAILED PLYWOOD TO TRUSS NAILING BLK. REINF. WITH (li#5 p RO( 4" O. C. EDGE 6" O. C. IN FEILD 8" CMU . , TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4's FLR. JST. SIZE SEE FRAME PLAN R-4.2 INSULATION NAIL PER SCHED2nd 1=LR. STUD TO ULE 1/2' CLG. BOARD 4 TEXT. 1/2' DRYWALL - - - - — - - - — — - - — Ist FLR. STUD 2X4 DBL. TOP PLATE IT F M5TA-3(o 321, O.C. 1/2" DRYWALL I I I I I 2X4 WOOD STUDS N I I I I I I 2X4 CONT. STRESS WOOD BASE I I I I I I BLOCKING MID-I.UALL II II I NAIL PER SCHEDULE/ 2X4 PT. PLATE BOLT PER FND. PLAN 5P-4 32" O.G. � STUD 1/2"Xc3" A.B. 32" O.C. � QI I I I I I MIN.6 EMBEDMENT z� o. -jz 6 "X6" #lm W.W.M. CONC. SLAB 0 o OR FIBER MESH " 2X4 COLLAR TfE 2X5 RIDGE } OL REINFORCEMENT Tf'P EXTERIOR OPENfNC IN FRAME 3 #5'S CONT. 4_4 L 4 EVERY OTHER RAFTER o 0 z 1'-5" m u F_ } Z } 2X6 RAFTE 06 Ou no } 2 #5 CONT. u m T,I'P. WALL 5ECTION 2-SI ORT 2-12d EVERY TRUSS INTERIOR SEARING WALL IX6 NAILER 3-12d RAFTE 3-126 TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 6" O.S.B. 1X5 NAILER I AAOR I/2" PLY. 2-126 EVERY TRUSS BLK. I=STOR"r (GABLE) M f N IMUM WALL AND HEADER CONS. SRAM f NG �ETA f l_/vA � -� �TI�D R�C�I�fR�1„I�NTS � BAKERS CROSSING LOT #122 PHASE #2 IMONOLITHIC BLOCK DETAILS & NOTES DATE: 7 /15 /0 3 SCALE: V4'nl'-Ol SHEET D 2 OF 4 JUL 16m3 IOOO UFL IFT 51MP50M MT5-12 W/-i 10d TO TRU55 AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)51MP50M MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/-1 10d TO TRU55 AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -BUSS FINISH to LANDING BOND BEAM TfRUSS ANC140R 1DT,A 1 L= R TR0f= 1 T S" MIN. LESS THAN 10" REQUIRES 1' NOSING D5L 2XI2 - FLOOR JOIST WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/0' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT GRASPAB 1 L ITY WINDERS- MIN. 6" WIDE -8 NARROW ENp MIN. ll' WIDTH m 12" FROM NARROW END 34" MIN. HANDRAIL HGT. 3/4' PLYWOOD 2XI2 TREAD CUT TO FIT - IX8 RISER LESS THAN 4' TYP, II II II BETWEEN SPINDLES T P OF LATE BOX 0BL.. TOP PLATE 8P4 OR H-5 TOP PLATE TO STUDS D—_y 2X4 STUD 2'-0' ABV. 10'-O' LEVEL TO ROOF OR 2'-0' ABV. HIGHEST RIDCzE WITHIN 2'-0' 1/16" OR 15/32' O.S.B. WrV8' TEXTURED 10' _ O FINISHED OVER PAPERBEDMETTH _ ---— — — — — — — — — — — — — PAPER AGKLAi FRAMED CRICKET SIMPSON H-5 (MIN.) a 2X4 TO TRUSS HANG 1/2' C f� I" NOSING TYP. � 4 m � r ,5T?4lfR GCTION DETAILS PRE. ENG. TRU85 //I I I I IDE T A I L S 1 2X4 6TM. PLATE—.°2XI�) 4 TO SECTION PRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA 71/16' OR 15/32' W/1/8' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK 1 CRICKET 2'-5-1/2' FLAN VIEW FROM TRUSS DBL. PLATES A5V. 120 z I 3(o" MIN. FINISH STAIR WINDER IDTAL ASPHALT SHINGLES OVER " IS FELT ON-1/Iro' O.S.B. — (2) 2X4 02 ND SYP DIAGONAIL 5RACE— W/ 3-12d ID EA TRU35 ( DIAGONAIL BRACE TO COVER 5-TRU56E6 2X4 BLOCKING FIRST 2 5AY5 AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 065 SHEATHING USE Sd NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ I/2'X9 A$. COMMON (W/ 2' DIA. WASHERS) a 32' O.C. MAX. 1/2' CLG. 50ARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d g EA. TRUSS R-19 MIN. 1-05 REBAR CONT. 2X4 61=F RAT ADJACENT TO DIAGONAL 5RACE. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1' TO (o0'-0' (3) 'X' BRACE (1 'X' BRACE 1w CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO ENp) ALE ENID CR055 5RACINS 1= STORE 1/2' PLYWO W/ 1S# FELT 51MPSOr HETA-IE I 2X4 SECURE TO 2X4 BLK W/2-12d SE CURE TQ BLK W/ META-16 �2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' OC. MAX TYP. LK SECURE THRU TRUSS W/3-12de Cs'D TRUSS 24' O.C. MAX 21_0II EXTEN61ON OFT eERVICE DR. N.T.S. "IETAL LATH TEXTURED FINISH 2X(o (CONT.) 2X4 (CONT.) EXPAN510N JOINT CMU'5 TEXTURED FINISH TWO STORY (2) 2X4 *2 ND SYP DIAGONAIL BRACE k W/ 3-12d w EA TRUSS ( DIAGONAfL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 055 SHEATHING USE 8d NAILS AT 4" o_c. EDGE 4 6' o_c. FIELD IL 2X4 W/ 3/8' X 5 LAG OR SIMPSON HTC-4 is 32' O.C_ MAX SHEATHINGS NAILING TO 5E 6"-8' O.G. IN FIELD 4' O.C.9ALL EDGES W/8d NAILS 1/16' 058 OR- 1/2 " PLYWOOD W/ 15# FELT 2X(o (CONT.) 2X FLOOR J015T 2X4 (CONT.) 2' MIN. OVERLAP CAULK 51MPSON HETA- Iro CMU'S TEXTURED FINISH TWQ 5TORY FIRST FLOOR BLOCK SECOND FLOOR FRAMING M 15 FELT ON 7/16' O.S.B. 1/2' CLG. BOARD TRUSS 24' o.c NAIL CONT. RAT RUN t0 INSULATION TRUSS W/ (2) 12d 9 EA. TRUSS R-19 MIN. 2XSYP RAT ADJACENT TO 4 DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 BTM. PLATE iU8-FLOOR 4AILED HI=TA-16" FLR JST TO 5LK-� \'--FLR TRUSS 1-05 REBAR CONT_ 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1' TO ro0'-0" (3) 'X' BRACE (I 'X' BRACE Q CENTER) (2 'X' E3RACE DIVIDED EQUALY FROM CENTER TO END) GA5L E ENID CROSS RAC INCH 2 = STORE BAKER S CROSSING LOT #122 PHASE #21 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 7/15/03 SCALE: V4gal '-ON SHEET 3 oir 4 JUG. 16 2003 u 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD 51ZE 300 2X4: MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND IV W/3/16' TAPCONS OR DRIVE O.C. MAX. MIN 1-1/4" EMBEDMENT PIN (MIN SHANK SfZE.145 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") OR DRIVE PIN (MIN SHANK -SIZE.I45 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 MIN HEAD 51ZE .300 MIN HEAP SIZE 300 18" O.C. MAX. SPACING. MIN EMBEDMENT 1 1/4") MIN EMBEDMENT 1 1/49 2 X 6: K] 8' FROM EACH END AND IV PRECAST HEADER(MIN) 8' FROM EACH END AND 15' SEGURE BLOCK O.C. MAX. MIN 1-1/4' EMBEDMENT O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16" TAPCONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/IC? TAPGON 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EXISTING BLK ABV. • PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 51ZE.145 LE55 THAN OR DRIVE PIN (MIN SHANK 5IZE.145 1/4'TEXTURED FINISH -1/8' MIN HEAD SIZE .300 MIN EMBEDMENT I I/4') MIN HEAD SIZE 300 16" HIEGHT. MIN HEAD -SIZE 300 TEXTURED FIN15H WITHIN 8' OF EACH END 4 MIN EMBEDMENT 11/4") MIN EMBEDMENT 1 1/4') 1/16" 05B SHEATHING 18" O.C. MAX. SPACING. ","Ac N 8' FROM EACH END AND IS' S' FROM EACH END AND 18' 2 X 4 16" O.C. MAX.(WHEN OVER I6' IN HIEGHT.) O.C. MAX. MIN 1- EMBEDMENT O.C. MAX. MIN 1- 1/4' EMBEDMENT2 X 4 (WHEN OVER 16' IN HIEGHT.) 2 X 8: 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK -SIZE.145 i/16' OSB SHEATHING 1/4 TEMPERED MASONITE 2 X SOLID BLK'G w ARCH SECURE W/2-I2d EACH END SECURE TO BLOCK W/2-3/16 TAPCONS OR DRIVE 8' CMU--- --1/2' DRYWALL MIN HEAD SIZE 300 GLUE 4 NAIL W/8d'S 8'-12' O.C. ATTACHMENT PER MANUFAGTOR'S SPECS. PIN (MIN SHANK 51ZE.145 1'X4' OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 1/4") 2X4 BLOCKS MTL WDW FRAME MIN HEAD SIZE 300 DOOR CA51NG 8' FROM EACH END AND IS" MIN EMBEDMENT 1/4-) ') O.C. MAX. MIN 1-1/4' EMBEDMENT GMU WALL • NOt1=: NO GAP 9 WDW FRAME WITHIN OF EACH END4 18' O.C. MAX. SPACING. NOTE: SHIM A5 NEEDED TO EXCEED 1/4' DOORJAMB, TO PLUMB JAMB ATTACH TO 2 X DO NOT EXECED 1/4'. � C � UJ � � DETAIL 1 � 11 D �l � � �C H � A � DETAIL C � I A � A � PER MANUFACTOR'S DETAILS. II i� l � 1� 1 - � Do(OR J/4�15 TO 5LOC< 1=1/2+ 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND IS' 7/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN 16' HIEGHT. SECURE 2 X RIP TO FIT I/16' 05B -SHEATHING 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON W/Z-12dS 6'-8' O.C. MAX. IX4 P.T. OR 5/4' X 4' MIN. OR DRIVE PIN (MIN SHANK 5IZE.145 2 X 4 16' O.G. MAX.(WHEN OVER lro' IN HIEGHT.) SECURE THUR FRAME AND MIN HEAD SIZE 300 2 X 4 (WHEN OVER 1(o' IN HIEGHT.) EXTEND 1-1/4' INTO BLOCK W/3/1(o' TAPCONS OR DRIVE MIN EMBEDMENT 1 1/4') 2 X SOLID BLK'G a ARCH PIN (MIN SHANK SIZE.145 VFROM EACH END D 8' O.C. MAX. MIN 1-1/4' EMBEDMENT l/16' 05B SHEATHING SECURE W/2-I2d EACH END MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DRYWALL 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) ATTACHMENT PER MANUFAGTOR'5 SPECS. 8' CMU REER TO MANUFACTURING I'X4' OR I'X2' P.T. NAILER OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS MTL WDW FRAME DETAILS FOR SPACING.R DOO CASING MIN HEAP SIZE _ +NOTE: NO GAP • WDW FRAME 1 1/ MIN EMBEDMENT 1 4'J �--_ CMU WALL TO EXCEED 1/4' SWIM A5 NEEDED 8' FROM EACH END AND IS' DOOR JAMB TO PLUMB JAMB O.G. MAX. MIN 1-1/4' EMBEDMENT /41RC P W,4y DETAILC U T A UJA "'� DO NOT EXECED 1/4'. AfRCHWAle' DETAIL froII /4NE) Uf= tDOO DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X4 16' O.G. MAX. 2X4 16' O.G. MAX. SECURE 2X4 TO WOOD W/2-I2d • 6'-8' O.C. STAGGERED SECURE 2X4 TO WOOD W/2-I2d g BT. PLATE 6'-8' O.G. STAGGERED BT. PLATE SECURE 2X4 W/2-3/Iro' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 SECURE 2X4 W/2-3/1(o' TAPCONS MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 5IZE.145 WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE .300 EXCEED 18' O.C-MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO MIN. 2-I2d PER 5LK. EA. END 1/2' PLYWOOD EXCEED 18' O.CMAX. OR 7/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD MIN. 2-126 PER BILK. EA. END OR 1/16" 0.6.5. XT F�,) I O AfQCHUJA"� W/W (NE)OW e oil BAKERS CROSSING LOT #122 PHASE #2 MONOLITHIC BLOCK DETAILS NOTES DATE: 7/15/03 SCAT : 19'=I'-®' SHEET D 4 OF 4