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Home My WebLink About328 Lusitano Way 03-2430 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS _ PHONE NUMBER PROPERTY OWNER ADDRESS PHONE NUMBER ............. D R. Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 •_ ._ CBC 055300 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR, PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE _ SUBDIVISION I a, 0 j DESIGNi CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 ,*OCCUPANCY— RESIDENTIAL — GROUP R • CONSTRUCTION TYPE- VI • 2-STORY RESIDENCE: BLDG HGT 23'-0" 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 DESIGTN 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 FLORI DA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DIEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WIT1H FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, ITNTERIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 30PSF LIVE IOPSF DEAD FLOORS ® NON -SLEEPING AREA- 40PSF . LIVE '1 OPSF DEAD BALCONIES-40PSF LIVE 10PSF DEAD DECKS-40PSF LIVE 1OPSF DEAD STAIRS-40PSF LIVE IOPSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M/S)= 120 D. INTERNAL PRESSURE CO-EFFICEN7T=+ .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 T'REATED) 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 FABRICATIOTI. 7. GARAGE DOOR/ WINDOWS/ DOOR A. ENGINEERED FOR 120 MPH 3 SE(C.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MAN'UFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG Cl—COVER PAGE. PG 1—FOUNDATION DOWEL PLAN PG 1A—LINTEL SCHEDULE PG 1B—WIND LOAD CALCULATIONS PG 2—FLOOR PLAN PG 3A ELEVATION "A" PG 3B—ELEVATION"B" PG 4A—TRUSS PLAN"A" PG 413—TRUSS PLAN"B" PG 5—ELECTRICAL PLAN PG 6 OPTIONS PAGE PG 6A OPTIONS PAGE PG DI—FND DETAILS GENERAL NOTES PG D2—CROSS SECT ONS PG D3—MISC DETAILS PG D4—CROSS SECTIONS Jed www. drhorton. com CBC055300 74 ,!®rpy Ef R 6250 Hazeltine National Drive Orlando, FL, 32822 - Teo1= (407) 857-9101 Pax= (4.07) 857-9228 i 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. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 o � q4 'k .1, A c� N JAIL 0 1 2003 BAKERS CROSSING LOT #90 MODEL: 992289 - R99 BLOCK 9 9 499 B RG COVER PAGE DATE: 6/30/03 SCAT : 1/41=1'-0' SHEET C I of 6 e O � A A y w BAKERS CROSSING I LOT #90 1 MODEL: 99 2 2 8 ^ — R99 BLOCK 9 9 4 99 BRG FOUNDATION DOWEL PLAN 00 DATE: 6/30/03 SC AT: V4181'-01 SHEET 1 OF 6 JUL 0 1 2003 I JUL 0 1 2003 R r\A/ L w 3AKERS ROBBING SOT #90 1 1V ODEL.- 99 2 2 8 9 - R99 BLOCK 99499BRG LINTEL SCHEDULE DATE: 6/ 3 0/ 0 3 SCALE: V41mj'-®' SHEET IAair 6 0 i; d b 4 Q v y av w R BAKERS CROSSING I LOT #90 1 MODEL: 99 2 2 8 9 - R 99 BLOCK 9'4"BRG WIND LOAD CALCULATIONS mommo DATE: 6/30/03 SCALE: 1/41=1'-0' SHEET 1 9 of 6 l - Q f t!i *t Y�V s'Y 1i .i. I� a P g� 4 j C I I I I ,1: Q1 m cv 12'-611 PATIO 9'-0" X 0 -011 8068 S.G.D. r FAMILY ROOM VAULTED CLG. (CARPET) 31 - 3 " 1 , 13 ' - 5 11 / // `� 1-011 8'-411 91_,{11 U'_211 K/ 51-all CONC. SLAB W/ DOOR OPT. 25-13H 25-5H 0. i \� EGRESS EGRESS 6\� r I IH3-SH I ° o OWNER'S I 1 SUITE I n : I 51-m' CLG. I o (CARPET) I O.BATV 01-01 CCc�.14Gr 14'-411 , 2'-10" , 2'-6" 1, 3'-8" �j � I� ct, 4-SH KITCHEN VAULTED CLa.> \ \ W.I . C . r---Ir---1 V-O'CLG. r I ail '-2112'-(0" 5'-9" (CARPET) 3- I 4- 0 I I OPT. I I OPT. I 1 1 /2 We I W. I I D. ------I BATH ISJ 01 z o Y I ISLAND 1 �, a'-m° LAV. 1 N z -----J IR-ISH cL�. ° 0 IfK L------� I —1 m RA GE �— `"— 2• / DROP CLG. � LAUN. _ a -m CLG. WH. L---- — _ I_RE_I 2 8 p MT. 13' - 111 3 1.111 1 _all 5 ' - 9 " 5 ' - " 8' DINING I z I r ROOM I m m VAULTED CLG. (CARPET) LIVING ROOM VAULTED CLG. (CARPET) p (ELEV.-A) (2) 2ro-SH W/ARCHED TOP (ELEV.-5) 1 n (2) 2KJ-SH 1 u 1 15' -011 Ilk L GARAGE _ RAILII ING FOYER 01 1 I ITEMP. MT_ _ — — LINE OF 2ND. FLR. AI-30V_E_ — �4 W/12' SIDELITE — — — — — — — — — — — ' u W/3�o HALF 1 _ II I _ II 1(0 0 X 7 0 O.N. RND A50VE ELEV, A * ...�:::;;. W/52 "X3011 ............... _____________ _ — _--- :'. TRANS A5V. � : ti... ELEV, 5 &2'-411 n 1'-41 4'-1o" l�'-rn11 1-1'-all 40'-011 IST. FLOOR PLAN y M I RROR I OWNERS BATH MIRROR I\ I\ I\ O HALL BATH (P Q) in m e r- GOND� L 1� OPT. 2 - 8 DOOR W/ GONG. PAD ' m I IH3-SH I 1 $:2'-10" /-3'-411 SL/ � 0. BATH 6' KNEE WALL m ° 0 v 91_411 O OPT. BATH SQ. 1 . OJALV. S LIVING (15T.) LIVING (2ND.) TOT, L I VINE ENTRY GARAGE 1312 912 2204 32 415 SQ. 50. 50. SCE. 50. 1-T. FT. FT. FT, FT. RATIO 54 5(?. FT, TOTAL 2185 50. FT. MEN J ------------- ------------- ) 3/4' PLYWOOD RIPS (IF NEEDED FOR SOLID NAILING) 12' L VL (3) 2 X 12 SYP STRINGERS 2 X 4 RE-INFORCING 3/4" T 4G UPPER RUN /4FLOOR EA. 2 X 12 STRINGER SERCURE W/12d &"-S' O.C. /ZUEZ",)4NAILF=F-) 3/4" T 4G SUB FLOOR—,,, GLUED 4NAILED (3) 2 X 12 SYP STR 2 X 4 RE-INFORCII EA. 2 X 12 STRINc 9 SERCURE W/12d ro -t:�- v.c.. `2 X 4 PLATE STAIR DETAIL qol .{11 Ill -loll 3'-211 ill -loll C! Q1_ i(t11 3050-SH 3050-5H EGRESS EGRESS BDRM. 3 BDRM. 2 &'-0' C,LG. = `�' a'-O' CLG. (CARPET) (CARPET) I 311 4'-5" 3'-2" 3'-8" 1121_211 31_411 3'-6" 2'-10 c0 Ilk cy 4-6H 4-0 BF. AC 2 _ 6 5F. CHAS2X6 HALL BATHI 1 W. C. m % a'-m' CLC. W N I _ _ 22 X 36 `QLAV. LAV. U ATTIC C O I r- ACCESS c o o ° ° ° ° R.A.G. 2 6 I \ z A-11-2111/ 31_�II i(1-.111 I11 -/J1u�j. SC/ I I II � LOFT II OPTIONAL I I BDRM. 5 co VAULTED CLG. _ -Iz (CARPET) I I VAULTED CLG. (CARPET) � II � II W.I.C. I — Nr BDRM. #4 VAULTED CLCi. IR-18N (CARPET) — — — — —I (2) 2(o-6H W.I.C. (2) 3050-5H W/ W/ARCHED TOP - - (2) 3050-5H W/ EGRESS r---- � I 13'-101, 5'-10" I9'-ail L-------- 2ND. FLOOR PLAN c� a y A It � Q Its 2 w BAKERS CROSSING LOT #90 1 MODEL: ll2289— R" BLOCK 9 ' 4" ' R G 1ST. FLR. 2ND. FLR. PLAN DATE: 6/30/03 SCALE: 1/41011_08 SHEET 2 OF 6 1 UC 0 12003 R �W A A w CROSSING I LOT #90 1 MODELo BLOCK 99 499 BRG ELEVATION BMEMO DATE: 6/30/03 SCALE: V4101'-01 SHEET 3 B or 6 JUL 0 1 2003 HEADER ,SPAN CHART SINGLE STORT APPLICATION SIIzE CLEAR SPAN DBL_ 2X6 DBL_ 2X8 DBL. 2X10 DBL_ 2X12 UP TO 5'-4" 5'-4" TO 1'-0" 1'-0" TO 10"-0" 10' -0" AND OVER TWO 5TORT APPLICATION DOWN STAIRS SIIZE CLEAR SPAN DBL. 2X6 DBL 2X8 DBL 2X10 DBL 2X12 UP t0 5'-0" 5'-0" TO 6'-4" 6'-4" TO S"-0" V-0" AND OVER 4X4 POST=(2,r2X4'S NAILED WITH 12d 6"-S" O.C. STAGGERED 4X6 POST=(3)2X4'6 NAILED WITH 12d 6"-S" O.G. STAGGERED HTS-20 11 TRUSS PLAN 1ST FLR STUD TO 2ND FLR STUD M5TA-3(o 32" O.C. TRUSS TO POST (2) MSTA-36 POST TO SLAB MTT-28B e IST FLR STUD TO 2ND FLR STUD MSTA-36 32" O.G. TRU55 TO POST (2) M5TA A-24 POST TO SLAB MTT 28-B r—O,C = * TRUSS HANC;ERS TO BE SUPPLIEDENC'D. BT TRUSS CO. * FLOOR JOIST TO E3L< SIMPSON META-I6 e END 4 EVERT 32" O.C. ON PARALLEL FLOOR JOIST. 2X4 COLLAR TIE EVERT OTHER RAFTER 2X RAFTER 2-126 EVERY TRUSS / 1X6 NAILER 2X RIDGE 3-12d RAFTER TO NAILER 1/16" O.S.B. J 1X8 NAILER --J— OR 1/2" PLY. 2-12d EVERY TRUSS CONY. FRAMING DETAIL/VALLEY T23 T23 — — — — T23 PRE -ENGINEERED T23 TRUSS MTS-12 T23 — T23 2X4 DBL. TOP PLATE — — — — T23 — T23 2X4 STUD 16" O.C. — — — — T23 2X4 B M PLATE Y — — — — T23 MTS-12 TEXT. FIN15H T23 — — — TG23 — m PRE-ENGINEERED ETA-16 — — — (X TRuss } — — — — ' CMU WALL � — — — TIS �v- — — TGI13 — — — — T19 KNEE WALL DETAIL@ENTRY — — — T19 — — — T19 T19- - — — T19— I — — — T19 — — — T19 — — L— T19 W-IETA-16 — — — TT19 — — — — — — — — — — — — — --------------- — — — — — — ITRUSS PLAN CONNECTORS TO BE 5IMP50N U.N.O. *TRUSS HANGERS TO BE SUPPLIED 4 ENGID. BY TRUSS CO. *TRU56 TO BLK META-16 W1 (12) 10dX1-1/2 *TRUSS t0 WOOD MTS-12 W1 (14) 106X1-1/2 � HIP DETAIL s A � A � A rJ ao BAKERS CROSSING LOT #90 MODEL: 99 ^ 2 8 ^ - R99 BLOCK � 9 9 499 BRC TRUSS / FLAMING PLAN DATE: 6/30/03 SCALE: 1/41011,01 SHEET 4A/BOA' 6 JUL 0 1 2003 x i 1 rY` ;I a:1 ELEC. FIXTURES TO SE ONLY W/ OPT. PATIO COMP. LOC. SWITCH 4 LIG T W/ OPT. DOO; ------ WP.\ IA/c GFI c- FAMTI,Y FOR FAN iT Jq 2GF I W/� \ OPT. ISLAND KITCHEN RANGE CPT -I �— GF I — O I —REF. 8 DINING � ROOM � i i LIVING ROOM S.1D. 01. CHIMES / ,,�' PRE -WIRE /%; >r�•� FOR FAN / OWNER'S / SUITE 41 ANEL MAIN LOCATED IN GARAGE AREA. LUG 228 A 200 AM 2' NIPPLE RAINTIGHT INSIDE 200 A 200 A MULTI CKT PANEL UNDERGROUND W/150 A MAIN BIG METER BASE METER 2/ID ALUM.SER CABLE LIGHTNING ARRESTOR 2" CONDUIT BY FPC -+ *4 BARE CU TO GROUND S FT. GROUNDING RODS 8 FT. APART �IN, -Tv-1 f --1 r F IOPT. IIOPT. I I W_ D- I W.I. C. L AUN. PANEL WH FIELD VERIFY WH. IN r \ SAI=tY PAN 0 G F I A OND! 1 q 44 A.F.F. f / SWITCH 4 LIGHT GARAGE W/ OPT. DOOR FLOOR \ w SWITCH \ \ \ METER FIELD \ - VERIFY FOYER CLG. OUTLET ul LFI U IIUP.:-- 1ST. FLR. ELECTRICAL PLAN LOC. OF T.V. AND PHI. OUTLETS 4 FAN TO BE VERIFIED ,wHOMEOWNER PRE(CONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULIT.(NEC 210-12) NOTE: "20 AMP DEDICATIED LAUNDRY CIRCUIT. ELEC;Tf;�,)ICAL f;,:)I5Ef;,:) WATEF,151 DE 5l.5D IVI5ION ONLY NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER GO. LOAD CENTERS WILL 5E G.E. OR Ea. 2ND. FLR. EI.rC'PHICAL PLAN LOC. OF T.V. AND PH. OUTLETS t FAN TO RE VERIFIED HOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FA,ULT.(NEG 210-12) ELECTRICAL, LEGEND SYMBOL DEFINITION NOTES 110V OUTLET 1/2 OF outLEt 110Y OUTLET WI WIRED To SWITCH EQUIPED WITH dGFI 110V OUTLET GROUND FAULT INTERUPTER 220V OUTLET Wfo EXTERIOR FAULT I WATERPROOFGROUND OUTLET INTERUPTER SWITCH �3 SWITCH 3-WAY OPER. �)4 SWITCH 4-WAY OPER. n WALL YMOUNTED L IGH CEILING LIGHT V VAPOR PRO VP L IGHT 0) (� RECESSED CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/L IGHT SQ. FT. --�- 2' LIGHT STRIP 4' LIGHT STRIP FLOURECENT RAP AROUND L IGHT 2'FLOURECENT - - - 41FLOURECENT ® PANEL METER O SMOKE BATT. BACK-UP W/ HARDWIRE DETECTOR - INTER- CONNECTED PENDANT LIGHT TELEPHONE JACK WATER HEAT. WH DISCONNECT AIR COND. A/G DISCONNECT TV TELEVISION JACK CEILING FAN/LIGHT C G PDX REQUIRED TO BE SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD L IGHT IN SPEAKER TO MAIN 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SCX,IARE D 200 AMP. MAIN DISC. SERVICE BY POWER CO. /0 ALU. CABLE TYP. 200 AMP INSIDE PANEL 02 COPPER TO 5/5' GROUND ROD ELECT FRICAL fRISEF A/C DISC. 014 COPPER TO LIGHTS 4 OUTLETS *10 COPPER TO WATER HEATER '8 COPPER TO RANGE NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. OPT. BATH PLUMBItG Imm"ISE1 �111/2" V.T.R. 1 1/2 " I V.T.R. 1 20 KITCHEN SINK W/ AUTO VENT I'LUMBING RISER ��I'111 BAKERS CROSSING LOT #90 1 MODEL. BLOCK 99499BRG ELECTRICAL PLANS DATE: 6/30/03 SCALE: 1/4181'-0' SHEET 5 OF 6 d Q 4 09 w BAKERS CROSSING I LOT #90 1 MODEL: 99 2 2 8 ^ - R99 BLOCK 9'4"BRG OPTIONS DATE: 6/30/03 SCALE: SHEET 6 OF 6 1 xf I 3 ^* 11 I 1 a 1/2" X 9" A.B. 32" O.C. Qr6"Xro 1, 4*10 W.W.M. ro" EMBEDMENT MIN. Ib" EMBEDMENT 1/2" X 9" 10 WHEN UPL [FT FROM ROOF ANCHOR BOLTS AT 3' O.C. 21 SV. CONC, cf� CONC. SLAB ? 6"X6" #10 W.W.M. 4" 2 I5's CONT. 4 4 0 8" (2 CONT. REB RS II_411 Z 1'-O" -mm GONG. SLABZ�4 II II�I �I 411 m O 3 05' S GONT. _ = m 2-#5'S ON CHAIRS GARAGE CURB STOP TYP. WALL SECTION INT RIOR BEARING UJA!_!_ INTERIOR BARING WALL 2-STOR'1' ��' 2A BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. DO NOT INSTALL CONNECTORS. 1.000D FRAI''IE FOOT INCH CONNECTORS ONLY NEEDED WHEN THERE CONNECTORS ONLY NEEDED WHEN THERE 15 UPLIFT ON WALL IS UPLIFT ON WALL 3 1/2" � HEAD OF GARAGE 3 1/211 HEAD OF GARAGE-b---#5 DOWEL BAR(ONE SIDE S DOWEL BARS #5 DOWEL BARS OVARIES WITH SLOPE) DIM VARIES -1 5/8'I DIM VARIES (VARIES I.UITI-I SLOPE) OF DOOR IF NEEDED) � V ANCHOR BOLTS AT 3' O.G. 9" ANCHOR BOLTS AT 3' O.C. -1 5/0' C B II &"X6' #10 W.W.M. -1 5/5" CURB II �"X6" #10 W.W.M. CURB (0"X6" #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" GMU ONLY IF UPLIFT ON WALL MIN 6 EMBEDMENT II MIN 6" EMBEDMENT 0 ro" #10 W.W.M. EXTEND 1 1/211 r-II CHAIRS (MIN. 3" COVER) ICJ "XfCJ " #1 W.W.M. G M M-: II L W II II _ - ,( II I� RECESS /2 > > _ .} �0 0� 2-#5'S ON CHAIRS m0 0� (3-5'S W/2-STORY) - GRADE (i SLIDING DOOR TRACK R o 0 0 2-#5'S ON CHAIRS I -4 1 = i It 0 0 � m � -� SLOPE GONG. SINGLE _ - (3-5'6 W/2-STORY) STORY SINCxL 1 2'-011 TO FRONT(1/411-1/211) I'-0" 1 3 #5 S ON CHAIRS STORY 2 #5 S ON CHAIRS 1 -�,I 11-8„ 1 1/2 TWO 5 1/2 INSIDE FTC. AT GARAGE STEP-UP STORY TWO ' 1 INSIDE FTC. AT GARAGE STEP-UP ` 2-5TORY SEARING WALL GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR ! 1-STORY BEARING WALL DooR REGEss �A 1� i 4� 3�1 rl �I I I ,I EI I_ I' I 1 .I �i ;I F I hi L ,I 11 ,I 'al i I f i I Y YI ,I k h+. :i r' x I 3 j COMPACT TERMITE TREATED L, (o MIL. V1S. VAPOR #5 REBAR SET IN 2000 V. MIN TOP CORD BLOCKING AT 4' < I�5LAe/�� EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING N # X&10 W.W.M. = Io'Xro" #10 W WM II SPACES AT EACH END. N GARAGE SL,4 3 Z N c� m _ I RAFTER OR TRUSS NAILING SCHEDULE ALL NOTES IN REFERENCE ROOF SHEATHING LAYOUT ROOF SHEATHING To ELORICDA BUILDING o o ANp E N D WAL L. 5RAG I NC4 Q ROOF DIAUSE 1/1 0.8B. OR 1R' PLY WITI4 08 GUN NAILS AT 4' Or- AT 01 C�O C C 0 CURB WALL 8" GONG. DRIVEWAY _ 0 o FOR GABLE END FRAMING SUPPORTED PANEL EDGES AND -8 GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORT5.ALSO SEE DETAIL. � GARAGE BEYOUND 3 51 s CONT. TYP. RETROFIT FOR ALL OMITTED FOUNDATION DOWELS z ROOF SWEATWINGTOGABLEEND FRAME USE '8 GUN NAILS s 4' O.C. I'_gl� 3" MIN. COVER 1A Q EXTERIOR SHEATHING SITE PLAN NOTES _K V USE SIO.S.D. ES AOR ND 06 GLN NAILS 015 O.C. TOP 4 ABOTTTOM O.C. AT PANEL AND -8 GUN NAILS AT 6' O.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS' ABOVE GARAGE DOOi� BUILDING LENGTH ALSO INTERMEDIATE 5UPPORTO* ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON OPENING 11 2 -.STORY FOOTING 1 NOTE: GUN NAILS SHALL BE AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS 2) UNLE OTHERWISE NOTED, T 18 BUILDING IS NOTINTENDEDTO BE CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION ASV. IOB' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION ` OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY SIZE HEAD LENGHT DIA. TEN81L BTR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY WALES OR OTHER SYSTEMS TO AN OFF -BITE DRAINAGE FACILITY. 8d ROUNPI" IODIFfED OR T 1-1/8, 1 .113 IT0,000 10d 2 1/8' IZB IT0fd00 POURED LENTIL „e e: 2X WALL FRAMING ., (3) 1/2"X5" ANCHOR BOLTS 8" GMU FILLED <' or (3) 1/2"X�" J-BOLTS > .. CELL CT1'PJ -�MIN. 6" EMBEDME:NT W/ 2 "X2 "X1/S WASIHER AND FRAME WALL TO NUT SPACED EVIENLY FROM BLOCK WALL CONNECT ION FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTAfl5LE RETROFIT) II (I TO BE II S REBAR II II - = _ 25" MIN. TYP. REBAR LAP CORNERS II I� I) II I) II III I OUTSIDE BAR II II I CONTINUOUS I LAP LI � � Q z Li (� U 0 � #Sd GUN NAILS " O.C. #8d GUN NAILS TOP BOTTOM EDGES 6" O.C. IN FIELD Q Q ; ; ; -1 W Z U z Z O Z z . tt V '� 0 @ v T,I'P/.• 'EXTERIOR SHEATHING � ' ATTACHr LENT FOR ROOP- SHEATHING @ NOTE, WHEN GLUED TO ROOF MEI IIJER NOTE: NAILS TO BE MFCx BY MEMBER OF INT. STAPLENAfL 4t TOOL ASSOCIATION GENERAL NOTES I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: LIFOR REINFORCED CONCRETE ACI 318 �RDA BODING COL 20OI 3. WIND SPEEDS 110-120 (PEf;UIND SPEED MAP) 4. WIND IMPORTANCE FACTOR (I) 5. WIND EXPOSURE 'B' 6. INTERNAL PRES5UR:E CIO -EFFICIENT 416 THRiI -18 2. SOIL A. NET ALLOWABLE SOIL BE CONTINUOUS WALL F IL BEARING PRESSURE USED IN DESIGN 2000 P81 FOR 3. CONCRETE AND REINFORCIM1Cs A. ALL CONCRETE WORK WALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRWTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOPNINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS G. REINFORCING BARS SNALIL CONFORM TO ASIM A615 A616 OR 61T, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH FLoRIPA BUILDING CODE 2001 CHAPTER I6 ROOF LIVE LOADS OF 20 PSF �' I- w�va Aruv�s, )KNCILIA I IUN, t5tf d'IINCs, t- I U 5HALL CONFORM TO LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND AS SELECTED BY BUILDER 6) }�ERt11? SWIMMING SEPARATELY �BY ENGINEERED SHOP DRAWINGSBE PLOE UMBING NTS 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2) WATER LINES SHALL BE GPVC. 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.EXT. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. b) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 4.0 WATTS PER SQUARE FOOT of TANK SURFACE AREA. 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. GROUTED Z BOND BEAM 2 -15'5 RE BAR e I STORY / n - Q " � E D �E C 4 I O " - 12 " I N F E I L. p tCJ G `J G 5. LUMBER "2 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED y �I( -- A. ALL STRJCTUAL LUMBER $WALL BE SYP. ALL STUDS SHALL BE STUD GRADE 6PF. (ALL LUMBER EXPOSED T(O WEATHER OR AGAINST SOIL, CONCRETE OR MA50NARY BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. TIE TO HORZ. BARS till 3 -#5'S REBAR 1@ 2 STORY SHALL BE PRESSURE T��ATED) PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' II • S MIN. EMBEDMENT N �"` � \ Oi /� /-� T �F. EXTERIOR SHEATHINGATTACHMENT 6. TRUSSES A, PRE-ENGINEERED woOp 'TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 10) ALL CLEANOUTS FLUSH WITH GRADE. Uf FOR SHEAR ANp UPLIFT FLORIDA BUILDING CODE 2001 HORZ. REINFORCING RCING VERT. RE INF. /� (O.e.5. T O 5E STRUCTURAL GRADE) TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, RIDGES. KJ II HOOK IN GROUTED C01�1NECTORS FROM PLATE TO STUD TO PLATE , A. ENGINEERED FOR 120 MPH WIND a3 SEC, GUST. 12) SIZE AND LOCATION R NT EANOUTS SHALL CONFORM TO FLORIDA PLUMBING CODE CURRENT EDITION. CELL ARE NOT REQUIRED EXCEPT AT OPENINGS B. DETAIL TO BE SUPPLIED BY GARAGE POOR SUPPLIER C. DETAIL TO BE ATTACHED, TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE a. ASPHALT SHINGLES 2001. ' #S(d GUN NAILS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 � �� (D e 12 " O•C IN FIELD B. SHINGLE STANDARD ASTi'^1 D-225, UNDERLAYMEN7 70 BE ASTM D-226�+ 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. r • �� N �ATI C� N N C�TE �7 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE (GLEANOUT REQ'D BLOCK NOTES ''' " ° FOR GROUT L IFT ' '' Q I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE- '� » � 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 SHALL HAVEMASAAN TIAREA COMMPRESN ACCORDANCE BIVE 6TH SNGHT OFTM CS0 DI900 PSI. HORZ. RE 1NFORGINr_:; Z W IFOOTING DUJL 16 O1 • CONT. (TYP) Z U SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT MORTAR II HOO1K } 1NOT REQ'D .c° ' Z O FOR APPROVAL PRIOR TO FABRICATION OR CONG. POUR. 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C210. METAL a I"= 3. CONCRETE 28 DAY 5,TRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM AGGREGATE JONT REINFOES RCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE FOLLOWING: HORIZONTAL/VERTICAL REINFORCING c(1 U PRE -CAST HDR. ,� X6 GARAGE DOOR BUCK W/ 4. ALL SLAB$ SHALL aS I6 MIL L 3 1/2' THICK CONCRETE EREATED 82 FOR FOR PINT REINFORCEMENTAND T ANCHORS. B. STMA HEAPED AND BENWIRE BAR ANCHORS (3) 1/211XS" ANCHOR BOLTS # @ TN. BARRIER OVER CLEAN WELL BWCOMPACTED TERt IITED SOIR . c. ASTM A36b FOR SHEET METAL ANCHORS AND TIES. METAL 0 �ba Or (3) 1/2"XS11 J-BOLTS T1'P. FLOOR DECKING 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE 05 DOWEL 15ARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL > �� (o EMBEDMENT MIN. ATTACHMENT TO FLOOR JOIST ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. RE 6TREMENS STEEL OR DIPPED GALVANIZED MEETING THE REQUIREMENTS OF ASTM A90. u 8 CMU FILLED . -1 . ' . . W/ 2 "X2 "X1/8 WASHER AND EA. SHEET TO 5E GLUED AT ALL 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK, GENERAL: 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE CELL (TYP.) NUT SPACED EVENLY FROM FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2'xl/8' FULL WIDTH OF FACE WELLS. MORTAR JOINTS FOR SOLID MASONRY SHALLANDBED JOINTS. NNRD _ FLOOR TO GARAGE DOOR HDR. EXPOSED JOIST AT 3' O.C. STARTING .AT 8' OFF EACH CORNER FITS BE FULL 2. BED BE AD K. IN JOINTS PRIOR TO FILLING. �. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 ROOF LIVE LOAD: 20 PSF S BHA" RUNNING OR STACK BOND CONSTRUCTION. 3. MASONRY WALLLL B WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONAR:Y UNITS ARE LAID STACK BOND, 9 GACsE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 1-2X(o PT BLOCK Q CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.C. DOOR HEADER W/(1) 8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, REINFORCING STEEL, GENERAL: 3M-5 REBAR 2-STORY:. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE No. 5 BARS. (1) 1/2 "X8" ANCHOR BOLTS CORNERS. USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE B ED. Or (1) 1/2 "X8" J-BOLTS MINIMUM OF 25. 4. REINFORCING STEEL SHALL BE MINIMMUM GRADE 40 AR � iSNTIFIEp (o" EMBEDMENT 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, A61T, OR Al W/ 2'X211X1/8 WASHER AND NUT FINISH GRADE 10. FINISH SLAB TO BE 8' ASV. FINISH GRADEid c� R 0 A A ti w BAKERS CROSSING LOT #90 1 IMONOLITHIC BLOCK DEVILS NOTES DATE: 6/30/03 SCAT: V4'=I'-0' SHEET D i or 4 " u 7 9003 a ".i 1 '4 I _a r, � r s ,I a �f i �I aI �I ,f 3 i �i MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO V-01 4'-11 1/2' 1'-11 1/2" ,SAND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL_ L_ENGHT STUDS AT EACH END OF HEADER 1 2 3 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND a FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVE S,WAVEFLEE WOODS 2X6 SUB -BAND FEILp STREAM FOR CONNECTOR) 2"X4" BLOCKING LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND a FEILp STREAM 2XFIRST TWO BAYS 6 SUB -BAND a ALOMA WOODS LAKE KEHOE,CYPRESS HEAD 4'-0" O.C. MAX METAL LATH WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ROOF TRUSSES LAKE KEHOE,CYPRESS HEAD ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA 6� OVER #15 FELT OVER -f/16" OSB OR -1/0" TEXTURED ASPHALT SHINGLES . OVER #15 FELT R-19 INSULATION METAL DRIP EDGE No. 7/16" OSB SHEATHING 1/2' PLYWOOD FINISH -i/16" OSB. SHEATHING FIBERGLASS SHINGLES R-19 INSULATION OR 1/2' PLY. W/ 15# FELT OR 1/2" PLY_ ON #15 FELT OVER --An HURRICANE STRAPS -1/16 055. SHEATHING 3/4" T 4 G PLYWOOD 2X4(CONT-) (SEE TRUSS PLAN METAL DRIP EDGE SEE TRUSS ENG. ROOF TRUSSES a TO BE GLUED FOR PROPER 24" O.C. 4 NAILED FOR CONNECTOR) 2X4 DOUB�APLATE �TYP.) 2X4 SPF STIFFBACK At BRACING _ LL UPRIGHTS OVER 4'-10" HETA I METALDRIP EDGE O Cli#5 CONT. LINTEL ALUM. FINISHED VENTED SOFFIT SILL L EL TRAP 1X2 FURR STRIPS EE TRUSS PLAN FOR CONNECTOR ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. -f/S" TEXTURED FINISH S" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) 1/16" O.S.B. SHEATHING R-19 INSULATION CMU S TEXTURED PRE -CAST LINTEL -1/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. FINISH ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4 FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE PRE -CAST SILL SEE FRAME PLANS TO DBL TOP PLATE W/ I/2" CLG. BOARD TEXT. TWO ST O�� 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR J015T TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR M5TA-24 24" O.G. MAX �� all CMU — R-4.2 INSULATION O C 13 5 CONT. FOR RU S PLAN 1X2 P.T. FURRING STRIPS FLR JSTT 01 BLK 1X2 FURRING STRIPS ALUM. WINDOW 5AND [DETAIL TEXTURED FINISH I/4" WOOD BASE U SEE FLR./ELEV FOR DES. BILL 8" LINTEL BLOCK FILLED 1/2" DRYWALL 3 -1/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER FELT BARRIER _PRE -FAB TRUSS ALUM. WINDOW " #LOOR JOIST/ 6 X6 lm W.W.M.WWMSEE FLR./ELEY FOR DES. SILL OR FIBER MESH FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. REINFORCEMENT SEE FRAME PLANS SP-4 32" O C '� STUD 2X4 DBL. TOP PLATE PRE -CAST SILL FOR JOIST TYPE CON(. SLAB OVER CLEAN, HETA-16"a 32" O. C. MAX 1/2" CLG. BOARD 4 TEXT COMPACT,TERMITE TREATED O (1)415 CONT. I/2" DRI�UJALL 141 z w SOIL OVER 6 MIL VIS. VAPOR g� LINTEL BLOCK 2X4 1000 S N (3 m 0 1'_4 2 S CONT. 8 CMU BARRIER,W/6X6 #lm WWM (FILLED) IX2 FURRING STRIPS 2X4 CONT. STRESS 216„ C.C. STUDS TEXTURED FINISH 1/4° - ° ° 1/2" DRYWALL BLOCKING MID -WALL WOOD BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE SP-4 32" O.C. s STUD 1/2"X9" A.B. 32" O.C. Z ALUM. WINDOW " T T F. WALWALLSECTION � � SEE FLR./ELEV FOR DES. (WHEN UPLIFT) 6EMBEDMENT SILL BLK. I -STORY O 61,X6" #10 W.W.M. - _ WOOD BASE (TYP.) CONC. SLABPA z 0R FIBER MESH PRE CAST SELL CON(. SLAB 4" 4" z z 3 #5 s CONT RE INFORCEMENT 2 #5 s CONT. } } 1' =8" S" CMU 6 MfL VIS -STORY 0 O VAPOR BARRIER TEXTURED FINISH 1/4" INTERIOR BEARING UJALL ASPHALT SHINGLES OVER TYP. WALL SECTION NOTE: FOR WALLS �W/FLO®RLOAD ONLY I]i #15 FELT ON -1/16" O.S.B. 2"X4" BLOCKING Q � _ p0 NOT INSTALL CONNECTORS. SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STORY - <1 4'-0" O.C. MAX Z 6X6 10 W.W.M. 2X4 METAL DRIP EDGE - " " # DBL TOP PLATE 2X4 SUB -BAND a —� o 0 OR FIBER MESH CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. RE INFORCEMENT FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS Z w z 2X6 KENO ,C a (SEE TRUSS PLAN) } C3) #5's CONT. LAKE KENOE,GYPRESS HEAD BRACING ALOMA WOODS ROOF TRUSSES a DBL. TOP PLATE U 0 WRAPPED/ALUM FINISHED FASCIA 24" O.C. 1/2" DRY WALL ENG. GABLE TRUSS R-19 INSULATION CRIPPLE SCUDS FIRST FLOOR BLOCK 2X4 SPF STIFFBACK AT SECOND FLOOR FRA1 IE ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) -1/0" TEXTURED FINISH HEADER (SEE PLANS) OVER 150 FELT OVER 1/,2" CLG. BOARD 4 TEXT. PRE -FAB TRUSS -I/16" O.S.B. SHEATHINGL 2X4 PT. OR 1/2" PLY 2") L YIERNAILER 1(o 1/2" CLG BOARD 4 TEXT. TEXTURED FINISH BT'. PLATE C2) LAYIERS -1/16 SF- 32" O.G. STUD 2X4 DBL. TOP PLATE ON GALV'D. METAL 1/2" X 9" A.B W/ O.S.B_SECURE EA, LAYER LATH OVER TYVEK ,: '•• .''' MIN. 6" EMBEDMENT 2x4 P.T. PLATE W/ ° W/2 Sd,s S,"-12" O.C. 1/2" DRYWALL OF #15 FELT ' '`'� 2 DIA. WASHER 1/2 "X9" ANCHOR BOLTS MAX:. •-�..- HDR. STUDCS)/JACKCS) ,;,•,.;. �� 32 " O.G. MAX MIN. 6" EMBEDMENT 2X4 WOOD STUDS #5 RE C. CONT. 1/2" X 9" A.B, OR J-BOLT LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS �l�o" O.C. ;•, W/2" DIA. AT 32" O. C. a 32" O.C.M><AX STUD TO NDR. +, SECURE TRUSS TO 2X6 W/ KING STUDS) 5P-4 BLOCKING MID -WALL ... 1CONC.TOP 4 BOTTOM) �t �.;�; ;,•„ a 6"-S" CON. FILLED LINTEL 3/4" T4G SUBFLOOR PLYWOOD TO TRUSS NAILING BLK. REINF. WITH C1�'S ROD I CLUED NAILED 4" O. C. a EDGE 6" O. C. a IN FEILD ,,,'•.r ��•: all cMU FLR_ JST_ SIZE SEE FRAME PLAIN ::��•� I>X2 P.T. FURRING STRIPS TEXTURE FINISH SHEATHING OVER 2X4 .*,,••,., -4.2 INSULATION NAIL PER SCHEDULE 2rld FLR. STUD TO 1/2" CLG. BOARD 4 TEXT. -40 1//2" DRYWALL - _ - - - - - - - - - - 1st FLR. STUD 2X4 DBL_ TOP PLATE 1.000D 1=fic'Al"IE TO BL.K. --IT--- ----I M5TA-36 32 O.C. 1/2" DfP,T W,4LL N 2X4 WOOD STUDS LWOOD BASE I I I I I I 2X4 CONT. STRESS I II II BLOCKING MID -WALL NAIL PER SCHEDULE/ 2X4 PT. PLATE O Q I I I I I BOLT PER FND. PLAN SP-4 32" O.C. Q STUD 1/2"X9" A.B. 32" O.C. MIN. 6" EMBEDMENT � 6p"X(O" #10 W.W.M. o o O)R FIBER MESH CONC. SLAB 4 ��\ /, +\— "I REINFORCEMENT T i, f= EXTERIOR OPENING IN FRA1 IE 3 #5's CONT. 411 41 2X4 COLLAR TIE �2X8 RIDGE } z 1 _Q11 m EVERY OTHER RAFTER O i- Lu ? ua4 V 11 } Y } w 2X6 RAFTS O OU m U } 2 05 CONT. U nl TYP. UUAL-L SECTION 2 - STORY >� 2-12d EVERY TRUSS 3-12d RAFTS INTERIOR 5EARING WALL. 1X6 NAILER 3-126 TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1/16" O.S.B. 1X5 NAILER OR 1/2" PLY. 2-12d EVERY TRUSS BLK. I —STORY (GABLE)) 1„ tINIMUM UJALL AND HEADER STUD REQUIREMENTS CONY. FRAMING DETAIL—/vAL_ R O ��q A W A y R" w BAKERS CROSSING LOT #90 1 MONOLITHIC BLACK DETAILS & NOTES DATE: 6 /30 /0 3 SCALE: 1/41■1'-®' SHEET 2 or 4 # IOOO UPLIFT SIMPSOM MTS-12 W/-I 1001 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 412000 UPLIFT (2)6IMPSOM MTS-12 ONE EA. SIDE OF TRl OPP051TE SIDE OF F W/-I IOd TO TRUSS AND (2 )1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL rRUss FIN15H m LANDING 3 BOND BEAM TAP CONS I MIN. 2" COVER 2 " APART TRUSS ANCI4OR DETAIL- F TROD I T '�Y" MIN. LESS THAN 10' REQU 1 RES P NOSING DBL 2X12 FLOOR JOIST �7/Y 1-4_ I WL^C L./ 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 R15ERS/TREAD6 ADJACENT TO EACH OTHER 3/5' 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 1w NARROW END MIN. 11" WIDTH m 12" FROM NARROW END 34" MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX DBL. TOP PLATE — 2X4 STUD 1/16" OR 15/32' O.S.B. 1111118' TEXTURED FINISHED OVER GALVINIXED METAL PAPER SACK LATH SIMPSON 1442 (MIN.) 4 2X4 TO TRUSS PRE. ENG. TRUSS 2X4 5TM. PLATE 3/4' PLYWOOD 2XI2 TREAD CUT TO F= T ,— 11X5 RISER LESS THAN 4' TYP, II II II BETWEEN SPINDLES 5104 OR H-5 TOP PLATE: TO STUDS 2'-0' A5V. 10"-0' LEVEL TO ROOF OR 2'-0' A5V. HIGHEST RIDGE WITHIN 2'-0' 10'-0" FRAMED CRICKET HANE 1/2' C 1X 1' NOSING TYP. � Q ctl � r STAID SECTION DETAILS PRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA' -1/16' OR 15/32' W/1/8' TEXTURE: FINISHED OVER GALVINIZED ME PAPER BACK 1 CHlt""I'NEY DETAL5 CRICKET SIMPSON H-5 (MIN.) s 2X4 TO TRUSS SECTION 2'-5-1/2' FLAN V I E UJ FROM TRUSS 75L. PLATES ASV. a 36" MIN. FINISH STAIfR UJINIDF [DETAIL V2X4 SECURE TO 2X4 f3LK W/2-12d RE TQ BLK W/ META-16 2X4X4' SECURE TO TRUSS W/ 3-126 6'-8' O.C. MAX TYP. 2x4 BLK SECURE THRU TRUSS W/3-12de PER NG'D TRUSS 24' O.G. MAX 21-011 EXTENSION a OFT SrERVICE OF,:). N.T.S. METAL LATH -I/16" OSB OR TEXTURED 1/16" OSB OR 1/2" PLYWOOD FINISH 1/2" PLYWOOD W/ 15# FELT W/ 15# FELT 2X6 (CONT.) 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMPSON EXFAN51ON 2" MIN. OVERLAP HETA-16 JOINT CAULK SIMPSON CMU'S HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO STORY TWO STORY FIRST FLOOR BLOCK ASPHALT SHINGLES OVER " 15 FELT ON 1/16' O.S.S. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-12d m EA TRUSS ( DIAGONAIL BRACE TO COVER %-TRUSSES f/ 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2;X4 SYP STIFFSACK A,T ALL UPRIGHTS OVER 4'-10' bllb' 05S SHEATHING Ni U!SE Sd NAILS AT IL 4" c.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE BOLT W/ 1/2'X9 A BAXAftgAaK (LU/ 2" DIA. WASHERS) ID 32' t I I? COMMON C.C. 1/2' CLG. BOARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN_ 1-05 REBAR CONT. 2X4 5PF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' f3RACE (I 'X' BRACE 6 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) C:�,4L E END CROSS 5F,,AClNG 1= ,5TOfRNT' (2) 2X4 02 ND SYP DIAC-40NAIL 5RACE— W1 CO3-12d e 5AT FR 66 ( DIACxONAIL BRACE 2X4 BLOCKING FIRST 2 BAYS �. AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS 2X4 SYP STIFFSACK AT ALL UPRIGHTS OVER 4'-10' USE,adSNAIL S AATH ING 4' o.c. EDGE 4 6' ro-c. FIELD 2X4 W/ 3/8' X 5 LAG OR SIMPSON HTa-4 0 32' O.C. MAX SHEATHING NAILING TO BE 6'-V O.C. IN FIELD 4' O.CAALL EDGES 111'/8d NAILS " 15 FELT ON -1/16' O.S.B. = 1/2' CLG. BOARD --,�_TR IN10M TRuss 24' o.c. TRUSS W/ (l 12d aUEA TRUSS RS9 IN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 BTM. PLA73= iUEs-FLOOR VAILED HETA-'16' FLR JST TO SLK-- �FLR TRUSS 1-'"5 RI=BAR CONT. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' BRACE (I 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) ,45L E ENED CfROSS FACING; 2 - STOFP,'�' R A a w RLLD BAKERS CROSSING LOT #90 1 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 6/30/03 S C ALE: SHEET D � or 4 1 �i =r 4� �f kti v� 6•; i f I I� Y I'. I s�: �L ,I e 3 4I, �s 1 !k 41' " 6 a� 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 2 X 4: CED MIN EMBE EDMNT 1 1/49 SECURE t0 BLOCK 8' FROM EACH END AND 16' 1.0/3/16' TAPCONS OR DRIVE O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK 5IZE.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.145 OR DRIVE PIN (MIN SHANK 6IZE.145 WITHIN 8' OF EACH END 4 MIN HEAD SIZE .300 MIN HEAD SIZE .300 iS' O.C. MAX. SPACING. MIN EMBEDMENT 1 1/4') INE SMENt I I/4') 2 X 6: 8' FROM EACH END AND 18' PRECAST HEADER(MIN) S' FROM EACH E DANp SECURE TO BLOCK O.G. 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) 2-3/16 TAPCON 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON EXISTING BLK ABv. • PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 6IZE.145 LESS THAN OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH MIN HEAD SIZE 300 ,) MIN HEAD SIZE 300 Iro" HIEGHT. MIN HEAD SIZE .300 l/8' TEXTURED FINISH WITH NI 8' OF EACH END/4 MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') 7/Iro' OSB SHEATHING 18" O.C. MAX. SPACING. 8" FROM EACH END AND 18' 8' FROM EACH END AND 18" 2 X 4 Iro" O.G. MAX.(WHEN OVER Iro' IN HIEGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 CWHEN OVER 16 IN HIEGHt.) 2 X a: 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 1/16' 05B SHEATHING I/4 TEMPERED MASONITE 2 X SOLID BLK'G m ARCH SECURE W/2-12d EACH END SECURE TO BLOCK W/2-3/16 TAPCONS OR DRIVE 8 CMU— -- 1/2" DRYWALL OR DRIVE PIN (MIN SHANK 8IZE.145 GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'S 5PEC'5. PIN (MIN SHANK SIZE.145 1'X4' OR I'X2' P.T. NAILER MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4") 2X4 BLOCKS MTL WDW FRAME MIN HEAD SIZE 300 DOOR CASING 8' FROM EACH END AND 18' CMU WALL MIN EMBEDMENT 1 1/49 WITHIN 8' OF EACH END 4 O.C. MAX. MIN 1-1/4' EMBEDMENT NOTE: NO GAP 9 WDW FRAME 18' O.C. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB TO EXCEED I/4' ATTACH TO 2 X DO NOT EXECEP 1/4'. e�� (( J� ,4 C� UJ A� E) T 4� 16 II /� N D UN D A �C � UJ/4� DETAIL C U I/4 UJ A PER MANUFAGTOR'S DETAILS. J A 5 T O� 0 C< W /_2 II (:/4 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 ,G PRECAST HEADER(MIN) MIN HEAP SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND IS' 1/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN 16' HIEGHT. SECURE 2 X RIP TO FIT 1/16' OSB SHEATHING 2 X ro (MIN 2 X 3) 2-3/16 TAPCON W/2-12dS 6'-8' O.C. MAX. IX4 P.T. OR 5/4' X 4' MIN. SECURE THUR FRAME AND OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HIEGHT.) "�g EXTEND 1-1/4' INTO BLOCK MIN HEAD SIZE 300 2 X 4 (WHEN OVER Iro' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE PIN (MIN SHANK 6IZE.145 MIN EMBEDMENT 1 1/4') 2 X SOLID BLK'G m ARCH MIN HEAD SIZE 300 8' FROM EACH END AND 18' O.C. MAX. MIN 1-1/4' EMBEDMENT 1/1ro' 055 SHEATHING SECURE W/2-12d EACH END MIN EMB3EPMENT 1 1/4') 8 CMU - '-1�" DRYWALL 1'X4' OR 1'X2' P.T. NAILER 2 X 8 (MIN 2 X 3) 2-3/16 tAPCON 2 X 4 16' O.C. MAX.(WHEN OVER Iro' IN HIEGHT.) ATTACHMENT PER MANUFACTOR'S 5PEC'5. MTL WDW FRAME REFER To MANUFACTURING DETAILS FOR SPACING. —DOOR CASING OR DRIVE PIN (MIN SHANK 5IZE.145 2X4 BLOCKS NOTE: NO GAP • WDW FRAME MIN HEAD SIZE 300 MIN EMBEDMENT I I/4') �— CMU WALL TO EXCEED 114" NOTE: SHIM AS NEEDED 8" FROM EACH END AND 18' DOOR JAMB TO PLUMF.3 JAMB O.G. MAX. MIN 1-1/4' EMBEDMENT C H W A*C D T/4C U T W A DO NOT EXECEp I/4'. .4f;;�Gk4W,4�r Dl T/4L 1(oII ANC OF r /4 i4 .s. _ EDCOfP, JA�15 TO E3LOC< 3/4 OF-5/4 DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE :2X4 16' O.C. MAX. 2X4 16' O.C. MAX. SECURE 2X4 TO W00D W/2-126 g SECURE 2X4 6'-8' O.C. STAGGERED TO WOOD W/Z -12d g STAGGERED BT. PLATE BT. PLATE SECURE 2X4 W/2-3/16' TAPCONS OR IDRIVE PIN (MIN SHANK SIZE.145 III MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16' TAPCONS MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIIN 8' OF EACH END Not to MIN HEAD SIZE 300 EXCEED 18' O.CMAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO MIN. 2-12d PER BLK. EA. END 1/2' PLYWOOD EXCEED 18' O.C.MAX. OR l/16' O.S$. 2X4 SOLID BLOCKING SECUfRE To SHEATHING W/ 1/2' PLYWOOD MIN. 2'-12d PER BLK EA. END OR 1/I6' O.S.B. 1 Kb o� A 4 y w R BAKERS CROSSING I LOT #90 1 MONOLITHIC ]BLOCK DETAILS NOTES mmmmmmoo DATE: 6/30/03 Sc AT: 1/`4,xV-0, SHEET D40F 4 a 5� e I a s, E s 99 99 DESIGN CFZITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY -RESIDENTIAL - GROUP R • CONS`I'RUCTION TYPE - vI • 1-STORY RESIDENCE: BLDG HGT 19'-9" 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 BEiARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCIN(G A. ALL CONCRETE WORK SHiALL 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 THIE 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 WALIL 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 10PSF DEAD BALCONIES-40PSF LIVE LOPSF DEAD DECKS-40PSF LIVE 10PSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSIF 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 M:PH 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 113 LINTEL SCHEDULE PG IC WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3D ELEVATION "D►" PG 3E ELEVATION „E„ PG 3F ELEVATIT PG 3 G )) ELEVATION PG 4D TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 4G TRUSS PLAN PG 5 ELECTRICAL PLAN www. drhorton. com CBC055300 6250 Hazeltine National Drive Orlando, FL. 32822 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 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. 1441, CR.#427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 e �1111'1 BAKERS CROSSING LOT#91 PH#2 MODEL: 77 1 9 6 5 75 COVER PAGE 1 DATE: 4 / 17 / 0 3 SCAT : V4681'-0' SHEET C 1 or 5 BAKERS ;ROSSINC LOT#91 PH#2 MODEL: 99 1 9 6 5 — L99 F.S./.C. 99 — 499 'OUNDATION FLAN 00 DATE: 4 /1'7 /0 3 S C ALE: V4121'-0' SHEET 1 OF 5 I A itTs i ;a BAKERS CROSSING LOT#91 PH#2 MODEL: 991965- L99 F.S./B.C. 9 9 - 4" DOWEL FLAN DATE: 4 /1'7 /0 3 SCALE: V414-0' SHEET IAOF 5 BAKERS 7 CROSSING ILOT#91 PH# 2 MODEL 991965- L99 F.S./B.C. ^9- 4" LINTEL SCHEDULE DATE: 4 /17 /0 3 SCALE: V4imj'-01 SHEET I H of 5 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE IFOOTAGE WINDOW SIZE AND TYPE ZONE fl0 MPH WIND 120 MPH WIND 1 25 3065 W/12 "SL 4 20.5/ -22.3 24.3/ -2/o.5 2 13 50"X36"X30" TRANS. A5V. 4 21.5/ -23.3 ELEV "D4E" 25.5/ -21.1 3 15 50"X42"X15" TRANS. A5V. 4 21.3/ -23.1 ELEV "F" 25.3/ -21.5 4 54"X16" TRANS. AE3V. 4 21.5/ -23.6 ELEV "Gll 25.9/ -25.1 5 112 GARAGE 16' X 1' 5 15.3/ -22.4 21.5/ -26.1 6 1� 25-SH 4 21.1/ -22.9 25.1/ -2-1.3 25-SH 4 21.1/ -22.9 25.1/ -21.3 5 1-1 25-SH 4 21.1/ -22.9 25.1/ -2-1.3 9 1-1 25-SH 5 21.1 / -25.0 25.0/ -33.1 10 1-1 25-S1-I 4 21.1/ -22.9 25.1/ -21.3 11 53 5065 SCUD 4 19.4/ -24.4 23.1/ -29.2 12 24 35-SH 4 20.6/-22.4 24.5/-26.1 13 10 23-SH 4 25.9/ -25.1 14 24 35-SN 4 20.6/-22.4 24.5/-26.1 15 33 35-6H UJ/ 54"X21"X19" TRANS. AE3V. 4 20.2/ -22.0 ELEV "DII 24.0/ -26.3 16 35 36-SI-1 W/ 54"X16"X9" TRANS. A5V. 4 20.2/ -22.0 ELEV "E" 24.0/ -26.2 1-1 44 (2) 25-SH W/ HALF RND. AE3V. 4 19.5/ -21.6 ELEV "F" 23.5/ -25.1 15 35 (2) 26-SH 4 20.0 / -21.5 ELEV „G„ 23.5/ -26.0 rlefflfm BAKERS 7 CROSSING ILOT#91 PH#2 MODEL 991965- L99 F.S./B.C. 9 - 4" WIND LO AD CALCULATIONS DATE: 4/17/03 SCALE: V4181'-01 SHEET i C OF 5 u ASCN e <ITCNEN OARCH /,D F,41IIL-1- Rt-l. /-------------� 6' -01 I, 1 `-------------� Of=T. Af;PCH O1=EN 4NG (�----------�I o" 01, C� _ 4 m 4 I `--------- O 4F,:T N I C� 4E Q FOYER /----------\ I IR-1SN � I I`----------i► n OfT. COAT CLOSET u FOYER OPT.ROUNDED CORNER BM. v- 40' - 0" 12'-0" 2'-4" II'-4" iz 14'-4" 5'-2" 1, 13'-10" li'-5" 31_411 25-SH PATIO 9'-0" x 6'-0" — --— — — — — — — — — 25-SH 1 EGRESS 068 S.G.D.— — — z I m I� BDRM. 4 BDRM.#3 I I (CARPET) CLG. (CARPET) u FAMILY I ROOM n'-4° 9'-4" GLG. - <v �6 (CARPET) 0-) ' N 21 311-------------- 12'-9"� —-------- 14211 mN JII 21_5" -10"_ 3 _1 8=. . HCACC42 "A.F.P -SH c4 Nw BDRM.#2 j BAT OPT. CLG N (TILE) LAV. N U (CARPET) i U I \ J —� -- Via— — LINE--- ----TILE INSULATION <r OPT. ARCH OPENING IAAAAA AM W.I.C.AL OPT. �� .�� c pi I �' I� I� NOOK - r FRENCH 2 _6 cp DOORS CLC. m = w w ` (TILE) 12 =0 =0 ---- 9 =6 --- 2'- 2J 14 -4 m LLI KITCHEN r 9' -4" CLG. I QC O OWNER'S MC I I wl = ILOE) 3'_I„ SUITE O.BATH w l 10 �1 m r OPT. u° _ 9 -4 CLG. ISLAND - (CARPET) � — -4 CLC Q �� I � L — — — D — J (TILE) 10 I � 0 o <Q 42'A.F.F. `r N 10 I RANGE m Q 1 J `r 2 -6X4 I Q �n� G. w � _ — O O --- ' w I `� —I— --- C, _ w — — DINING MZ- �p 3 ROOM W1-I. R/A A/C�, (�1 A 9 -4 CLG. (CARPET) 14'-4" 5 _4 4'-0 3'-0" 11'-0" N y ' m C14 r--,r--, 22'° x" —I I oPt. I I OPT. ATTIC I I D. I I W- L.ACCESS J — — — — — — — W/ OPTIONAL — — — — — PULL DN. STAIRS ART NIGI01 -IE LIVING - IN D I GARAGE THIS WALL NOT Do 4-0 BE. ROOM V-4" GLG. LOAD BRIG. m0 FOYER I 9'-4° CLG. ELEY. g _4" CLG. I (CARPEL) LINE OI= CA,G. ELEV. D, E, F (TI E) 1 N 1= LINE of CLG. ELEV. D, F �r ELEV. D, E, F— —EMT. ---------------- ENTRY = N.B_ W/1'-0" " VAULTED CLG ELEV. D, F ONLY 16'-0" X 1'-0" O.H. SIDELIGHT:4 ELEVATION D4E ELEVATION "D" 501X36"x30" 35-5H W/ TRANS. A5V. 54"X21 "X19' ELEVATION "F" TRANS. ABV. 50"X42"XIV ELEVATION 'E' TRANS. A5V. 36-5H W/ ELEVATION "G" 54"XI6"X9" 54"X16" TRANS. ABV. TRANS. A5V. ELEVATION "E" -0" 10 -0" -0" 2'-6" 2'-6 (2) 25-SH W/ HALF RND. ABV. 20'-0" 5'-0" 15'-0" "G" - ELEVATION 40'-0" (2) 2(o-SH ----�,�--------------------; �l 77 — MT. ------------------ I ENTRY=# W/1'-0" Q) VAULTED CLG ELEV. D, F ONLY I � SIDELIGHTS �`�, I (2)-25-SH W/1/2 ROUND AP V. 84' _ 4" 10 `-------------------------------- FLOOR PLAN ,�,,I',LEV, F"ONLY ca I — i i 2 N,f l .' ° (2) 25-5H 4, 4" II 5 - 14 -' I 20'-2" 6x6 POST (3) TYP. J — — — — — — — — — — — — — — — — — — — — — — — — — — — — ENTiRi" ELEV.uu 6" BLi< 6" BLK WALL 6' 51 K Ll...�� 6" BLK WALL (DOFT. CLOSET SAFE ROOM -------------------- .l 1 MEDI ;AR,M °.� �� . tiI I I 2'-4" I � I — -------------- I O3 Of=T. fANTFY I'----------8-� ---- @OFT. MED 1,4 i;;;,'OOM EXTERIOR MASONRY WALL BRG. HEIGHTS 9'-4" WALL BRG. S Q s FT. C L C •' S LIVING 19(.1 SQ. FT. GAF,AGE 412 5Q, 4=T, ENTRY 22 60, FT, PATIO 54 SQ. FT. TOTAL 2455 Sa, FT. BAKERS CROSSING LOT#91 PH# 2 MODEL: 991965— L" F.S./B.C. ^ 9 — 4 FLOOR PLAN DATE: 4 /1'7 /0 3 SCALE: V4'■i'-0' SHEET 2 or 5 I n 03 i BAKERS ."..ROSSINC LOT#91 PH#2 MODEL: 991965- L99 F.S./B.C. 99— 4" ELEVATION 77 F77 DATE: 4/17/03 S C ALE: 1/4N E I1-01 SHEET 3 F OF 5 r F .f= t �1 �r k } ?s, Y f r� t s i HEADER 5FAN CHART SINCTLE STORM' AFFLICATION SIZE CLEAR SPAN DBL 2X6 DBL 2X5 DBL 2XIO Df5L 2X12 UP TO 5'-4" 5'-/J4" TO 11-011 �} I'-011 TO 10"-011 10'-0" AND OVER TLIJO STORY APPLICATION DOWN STAIRS 5IZE CLEAR SPAN DBL 2X6 DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-011 TO ro'-4" 6'-4" TO S"-m" V-m" AND OVER 4X4 POST=(2)2X4'5 NAILED WITH 12d ro"-8" O.C. STAGGERED 4X(o P05T=(3)2X4'S NAILED WITH 12d 6"-V O.C. STAGGERED (2)NETA-16 1 e (2)NETA-fro DBL. TOP PLATE 1 KNEE WALL DETAIL -ENG'D GABLE LEDGER ?D a I UPRIGHT OCRICKET DETAIL TRUSS PLAN *CONNECTORS TO E3E SIMFSON U.N.O. *TRUSS TO BLK META-1& W112-IOoIX1 1/2 * TRUSS TO WOOD MT5-12 W/14-lOdXl 1/2 BAKERS CROSSING LOT#91 PH#2 MODEL: 991965- L99 F.S./B.C. 9 9 — 4" TRUSS PLAN )) F)) AC C US P AN DATE: 4 /1 "7 /0 3 SCALE: V41•1l-ml SHEET 4 F OF 5 { 1 �r c y; 1 t�tk "4 i F ,I k� f� t z =; �3 �t Ik r �M ,I 4 "I, xr' 6 �x k� t z y ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIrOV OUTLET I/2 OF OUTLET IIOV OUTLET WIRED TO SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GF I INTERUPTER 220V OUTLET EXTERIOR GROUND FAULT GFI WAT{=RPROOF OUTLET INTERUPTER SWITCH SWITCH 3-WAY OPER. ID4 SWITCH 4-WAY OPER n WALL YOUNTED LIGHT CEILING LIGHT VAPOR PROOF `O1VI� LIGHT i- 1 RECESSED `�� CAN I CFM PER VENT. FAN SQ. FT. VENT. FAN 1 CFM PER W/LIGHT SQ. FT. O O O U 2' LIGHT STRIP 4' LIGHT STRIP ----- 4' TRACK LIGHT FLOURECENT RAP AROUND LIGHT �/ _ -1 2' FLOURECENT - - - - 4' FLOURECENT PANEL METER SMOKE GATT. BACK-UP CO W/ E S.D. DETECTOR INTER- CONNECTED PENDANT LIGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT tV. TELEVISION JACK CEILING BOX REQUIRED TO CEILING BE SUPPORTED FAN/LIGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER WP. GFI � I I \ I i BDRM. 4 I FAMILY \ I I I ROOM OPT. E-WIRE r I PRE -WIRE ; / ram, CLG. FAN ~ ' CLG. FAN BDRM.#3 CLG. FAN i BATH / PRE -WIRE } CLG. FANG J / I a C a b BDRM.#2 I r-----------� NOOK W.I.C. i sYs. PRE -WIRE CLG_ FAN I — — .. / BAT �ol_ OWNER'S // � I \ �/ KITCHEN I Z SUITE KIT LQ GFI GFI — J VP WP. GFI AC/ / 1 N_ WH GFI PANEL I,OND� WH. IN 44" A.F.F. ~ — SAFETY PAN WALL MOUNTED LIGHT ROOM 4 SWITCH IN ATTIC _ _ r OPTS' r OPT, II Li / 00 �. .7 00 PRE -WIRE ' GARAGE 00 CLG. FAN L O'_-00 ,� oe METER 00 FEILD VERIFY d 00 LOCATION CLG. OUTLETJL / / J �1 WP. I I GFI PB FOR CHIMES ELECTRICAL FLAN 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. l 4/0 ALU. GABLE 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D TYP• DISC. 200 200AMP AMP. INSIDE #12 COPPER TO MAIN PANEL DISC. LIGHTS 4 OUTLETS 010 COPPER TO WATER HEATER #8 COPPER TO RANGE UNDERGROUND — SERVICE BY POWER CO. #4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELEECTI;ZCAL FZGEF? NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL GODES, AND THE LOCAL POWER CO. KIT. Iit,3" V_T.R_ TO r ,4IN SEWER PLUMBING MISER DIAGRAM 2� OFT. f=,4NTIR T- OOPT. MEDIA RDOM -AV. 2" BAKERS CROSSING LOT#91 PH#2 MODEL-. 991965-L99 F.S. C. 9 9 - 4" ELECTRICAL PLAN DATE: 4/17/03 SCAz.E: V41018-01 SHEET 5 of 5 f i 1/2" X 9" A.B. 3 2 " O.C. _ ro"Xro" #10 W.W.M. rollEMBEDI"IENT MIN. �o° EMBEDMENT 1/2" X 9" z 4 WHEN UPLIFT FROM ROOF ANCHOR BOLTS AT 3' o.c._ N 2" ASV. GONG. �m 0 c0 - �� CONC. 5LA5 z p "X6" #10 W.W.M. 4 g„ 4° 4" (2) CONT. #S REBARS I'-4" \z L� 2 #5'S CONT. 1 011 z = Hi CON(. SLAB } _ 3 #S's CONT. 4 I -g 4 " m o o THICKEN EDGE m� m 1�� 2-#5'S ON CHAIRS � � GARAGE CURES STOP PWALLSECTON fNTE><'IOR BARfNG WALLI1�1TRfOR BAR11�1G WALL 2-5TO'"1"D-T5 2 LK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS NOTE: FOR FLOOR BEARING WALLS 1,000D FRAI''IE FOOT IN�-> p0 NOT INSTALL CONNECTORS. DO NOT INSTALL GONNEGTORS. CONNECTORS ONLY NEEDED WHEN THERE CONNECTORS ONLY NEEDED WHEN THERE IS UPLIFT ON WALL IS UPLIFT ON WALL 3 1/2" HEAD OF GARAGE 3 1/2" 0 HEAD OF GARAGE ,#5 DOWEL BAR(ONE SIDE #5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) OVARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES -i 5/8" Z DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. 1 5/5" C B II 61,X6" 4110 W.W.M. 1 5/5" CURB II 611X6" 010 W.W.M. CURB II 6°X6" 010 W.W.M. (3) # 5 RODS EA. WAY ON 8" CMU 9 ANCHOR BOLTS AT 3 O.C. MIN 6" EMBEDMENT II CHAIRS (MIN. 3" COVER) ONLY IF UPLIFT ON WALL 6 "X6 " #10 W.W.M. MIN 6" EMBEDMENT EXTEND 1 1/2" 7 411 6"X6" #10 W.W.M. RECESS /2" �> II `� % - `� SLIDING DOOR TRACK ' = 0 - _ U o� 2-#5 ^.� ON CHAIRSC3-5'S W/2-STORY) _ L7='- � m - I'-4° m SLOPE CON(_ 0 0 0 2-*5'5 ON CHAIRS 0 0 �I - SINGLE (3-5'S W/2 -STORY) SlNel 2 -0 TO FRONT(1/11 I' -1/2 ") STORY STORY 1 1/2' 3 #5 S ON CHAIRS I -g „ 1 -0 2 #5'5 ON CHAIRS I 8 24 X24 EXT. PAD 9 1/2 TWO " TWO INSIDE FTG. AT GARAGE STEP-UP STORY STORY INSIOEFT�(:�T GARAGE STEP-UP '2-STORY BEARING WALL GARAGE SERVICE/POOL TRY BEARING WALL DOOR RECESS CONC. SLAB OVER CLEAN, #5 REBAR SET IN 2000 COMPACT TERMITE TREATED �PS( EPDXY 25" MIN. ASV. TOP CORD BLOCKING AT 4' SOIL, (o MIL. VIS. VAPOR SLA5/6" MIN. EMBEDMENT O.G. MAX. IN FIRST 2 FRAMING N Z 6 "X6 " #10 W.W.M. II 6°X6" #10 W.W.M. SPACES AT EACH END. GARAGE SLAB RAFTER OR TRUSS �, NAILING SCHEDULE ALL NOTES IN REFERENCE I ROOF SHEATHING LA�'OUT ROOF SHEATHING ROOF DIAPHRAM TO ELOFiIDA BUILDING (fJ O O ANp ENDWAL L BRAG ING Q USE 1/16' Os9.OR 1R' PLY WITH CaUN NAILS AT 4' O.O. AT CODE 2,001 CURB WALL 8" GO1�1G. D RI VEUJAI' _ o o FOR C-SABLE END FRAM INCH t� SHEATH�NCs TO ABLE END ATE SSEO SEE DETAILD PANEL EDGES AND 08 GUM S AT 6' OG AT TYP. RETROFIT FOR ALL SITE PLAN NOTES � GARAGE 3 #5's CONT. OMITTED FOUNDATION DOWELS z USE SBEdJNNAILS •4'°�_ BE'r'DUND I' 8l, 3" MIN. COVER IA Q EXfERIORBHE/16'0.s USE L 5 EB OR 1/2'PLY WITH 4' GUN NAILS AT T O.G. AT PANEL SIDES AND •B GUN NAILS 4' OL. TOP BOITOM /� Ll-1 PANEL AND re CAN NAILS AT 6' ojc. AT I) LOWEST SLAB At LIVING AREA SHALL BE MINIMUM IS' ABOVE GARAGE DOOR BUILD ING LENGTH UN NAILS S SUFPORTS 5E' ALSO SEE DETAIL. GROWN OF FRONTAGE ROAD OR BUILDING NOTED ON PLANE. NOTE: GUN NAILS SHALL BE PERMITTED AS AN Z) UNLE65 OTHERWISE NOTED, THIS BUILDINGS 16 NOT INTENDED TO BE ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION OPEN ING ASV. 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION 1 2 -STORY Fool ING NAIL REQUIREMENTS OF FIN15H FLOOR SLAB WITH SIGNED AND SEALED SURVEY. S SIZE HEAD LEHT DIA. TENSIL STR. ad ROUND,MODIFIED OR 1 -1/8' .113 1-10,000 lod :21/8' .128 110,000 3) LOT DRAINAGE SHALL CONFORM TO ALL LL- AL CODES, REGULATIGN AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 50 LANDSCAPING IRRIGATION, BERMING, ETC. SHALL CONFORM TO LOCAL #8d GUN NAILS e4" O.C. # 8d GUN NAILS NOTE: NAILS APLENAIL d TOOL ASSOCIATTIION T RESTRICTIONS HAVING JURISDICTIONS AND CODES, SEECEGULATIONS TED BY UI BUILDER- e II III I TOP BOTTOM EDGES � roll O.C. I N FIELD C C E N C R A L N OTC S 6) PERMITTED sePARA SEPARATELY ENGINEERED ASSOCIATED 6) HOP DRAWINGS. POURED LENTIL II II w LOADING 1. DESIGN ANDG O CONT. (T Tf=) II 11�j A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: PLUMBING NOTES 'A . II II (3 v I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 315 << 2X WALL FRAMING TO BE II II II (� ct) HA Cn a J Q w -ALIA 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWINp SPEED MAP) (I) I) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. a" CMU FILLED (3")�1/2 "XS" ANCHOR BOLTS Of 3) 1 /2 "XV J -15OL TS REBAR I II I II OUTSIDE BAR � _ •1 Q -A � �_ ' ` Z v 4. WIND IMPORTANCE FACTOR 5. WIND EXPOSURE 'B' 6_ INTERNAL PRESSURE GO -EFFICIENT +10 THRU -18 2) WATER LINES SHALL BE (PVC. CELL (T1'P.) .� �'' l -' � MIN. 6" EMREDMEN4T II II II CONTINUOUS Z Lu Z z O - ) 2. SOIL A_ NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC (SCHEDULE 40), INSULATED WITH I/2' AMAFLEX. , W/ 2 "X2 "Xl/8 WASHEER AND -_ _-_- - - $ Z z '�Y U3. CONTINUOUS WALL FOOTINGS. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES_ NUT SPACED EVENLY FROM EXT. FRAME WALL TO _ __ r - - U v (a O A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 31& AND WITH SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING: ACE 301. 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE MAXIMUM FLOW PER BLOCK WALL CONNECTION FLOOR TO BOND iBEAM. SET # _ `Jt"I TAP. EXTERIOR SHEATHING B. ALL CONCRETE SHALL DEvOLOP NINIMUM COMPRESSIVE STRENGTH of 2500 EPRTHREEGALLONSKFLOW REEACH. 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER. IN JOINTS PRIOR 'TO FILLING. = ATTACW LENT FOR ROOF SHEATHING P51 IN 25 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A6I5 A616 OR roll, GRADE 40 -1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO (SLEEVED ANCHOR IN SOLID FOUR ACCEPTA�ILE RETROFIT) 25" MIN. LAP @ @ NOTE: 4. DESIGN LOAp6 A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER 16 LOADS OF 20 PBF EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. SHALL TYF. REBAR LAP ROOF LIVE 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. CORNERS III y y� WHEN GLUED TO ROOF I IEI�IJER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. GROUTED Z �" 8" '� EDGES 1�" -12 II IN FE ILD 5. LUMBER A 5PF. ALL BE STUD MRA50NARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL E PROVIDED POOL CONTRACTOR AND SHALL BE PERMITTED ENGINEERED SHOP DRAWINGS. }BOND BEAM 2 -#5'5 REBAR Q I STORY ALL LUMBER EXPO ED TO WEATHER, OR AGAINST SOIL, CONCRETE OR SHALL BE PRESSU� MATED) SADE SEPARATELY, SEE POOL CONTRACTOR'S SEE PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER TIE TO +-IOizZ. BARS U 3-#5'S REBAR 2 STORY 6.7RREE6 TYF. EXTERIOR SHEATHING ATTACHMENT A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUTS FLUSH WITH GRADE. 8" MIN. EMBEDMENT p FOR SNEAK AND UPLIFT TRUSSFLORIDA BUILDING CODE 2001 TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 11) NO VENT STACKS SHALL PA55 THROUGH ROOF CRICKETS, VALLEYS, �+ C ) ( O.S.B. TO BE STRUCTURAL GRAD E / PRIOR TO FABRICATION- RIDGES. �j HOiRZ. REINFORCING VERT. I�III INF. II * CONNECTORS FROM PLATE TO STUD TO PLATE 7' GARAGE DOOR A. ENGINEERED FOR WIND ®3 SEC, GUST. 12) SIZE AND LOCATION R NTEANOUTS SHALL GONFOd 1 TO FLORIDA PLUMBING CODE CURRENT EDITION. I� �OOI/ IN �.FROI.ITED ARE NOT REQUIRED EXCEPT AT OPENINGS pi -MPH B. DETAIL To BE SUPPLIED BY CsAR4GE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM To FLORIDA BUILDING CODE CELL 8. A6PHALT SHINGLES 2001. - #ad GUN NAILS A. B. SHINGLE STANDARD ABTM P-22ING To COMPLY W/ A�BUDIEDRIAYMEN CODE BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. A G E I N F O f;RM AT ION `n Q 12 " O.C. IN FIELD E O U N DATI O N NOTES 150 ALL WATER CLOSETS SHALL BE WATER SAYING Ib GALLON FLUSH TYPE ui BLOCK NOTES c� CLEANOUT REQ'D Q 1. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE- I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE R SOLID UNIT WITH ASTM C90 AND CIO AND SHALL d, FOR GROUT LIFT ; 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND MASONARY IN ACCORDANCE HAVE A NET AREA coMMPRE551VE 57RENGHT op 1900 PSI. ' _A-r • > 5 FT. UNLESS �' POURED LENTIL Q SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MORTAR HORZ. i�EfNFORGING Z (K FOOTING DWL IS ' 0' CONT. (T1'P) z U TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR LONG. POUR I. MORTAR SHALL BE TYPE x IN ACCORDANCE WITH A5TM C2T0. SORIES METAL ACCREINFORC �" HOOiG NOT REQ'D. "'d Z Q 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSf W/ 3/4' MAXIMUM I. JOINT REINFORCEMENT, ANCHORS ANp TIES SHALL CONFORM To THE FOLLOWING: } HORIZONTAL/VERTICAL REINFORCING C() PRE -CAST HDR. e ; XD(oEGARAC E DOOR BUCK W/ = AGGREGATE 4. ALL SLABS SHALL BE MIN. 3 C THICK CONCRMI = OVER 6 MIL VAPOR BARRIER OVER CLEAN WELL COMPACTED TERMItED TREATED SOIL. A. ASTM A02 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. A5TMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. c. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. ` C3) I/2 "XS" ANCHOR BOLTS 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT "5 W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREws, BOLTS, AND NAILS EXPOSED DIRECTLY to THE WEATHER OR SUBJECT SALE CORROSION SHALL o "ba or (3) 1/2 "X8" J-BOI- T`j T�1'i=. FLOOR DEGKINC SHALL BE DOWEL BARS ALL CORNERS AND OPENINGS GREATER THAN 6 . TIE VERT. DOWELS t0 IZ BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE IQUIREMENtS of ASTM A90. 6" EMBEDMENT MIN. ATTACH„iENT TO FLOOR JOIST BARS ANDVERTICAL 5ARe, TODOWELSMIN MASONRY WOW, GENERAL: S" CMU FILLED v ; W/ 2 X2 X1/8 WASHER AND EA- SHEET TO BE GLUED AT ALL. BOLTS LA ALL WOOD 6 ANCHOR FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'x2"x1/8' I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY JOINTS. CELL (T1'P.) r NUT SPACED EVENL`1' FROM AT 3' O.C. STARTING AT a' OFF EACH CORNER MASONRY UNITE SHALL BE FULL HEAD AND BED 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK FLOOR TO GARAGE DOOR HDR• EXPOSED JOIST 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. IN JOINTS PRIOR TO FILLING. ROOF LIVE LOAD: 20 PSF WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE NRIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN I6' O.C. 1-2X(PT BLOCK 'a CENTER OF 8. FOOTING REINFORCING SHALL BE 2-05 REBARS I -STORY, REINFORCING STEEL, GENERAL: I. REINFORCING STEEL SHALL BE NO. S BARB. DOOR HEADER W/(1) 30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND COMERS. USE CORNER BARS OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE UNDLED. (1) 1/2 "X8" ANCHOR BOLTS MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 D IDENTIFIED Or (1) 1/2 "Xg" J -BOLTS 9. ALL FOOTINGS ELEVATION MUST BE 12 BELOW IN ACCORDANCE WITH ASTM A615, A616, A&IT, OR A 6" EMBEDMENT FINISH GRADE W/ 2 "X2 "X1/S WASHER AND NUT 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE SUB/DIV I LOT# MONOLITHIC BLOCK DETAILS NOTES DATE: 2/18/03 SCALE: V41=1'-®' SHEET DI or 4 F, r 0 I, r — 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS FEILD STREAM 2X6 SU5-k3AND a LAKE KEHOE,CYPRE65 HEAD ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA ASPHALT SHINGLES.----\\ OVER #15 FELT 1/16" OSB. SHEATHING OR 1/2" PLY. HURRICANE STRAPS (SEE TRU55 PLAN FOR CONNECTOR) METAL DRIP EDGE ALUM. FINISHED VENTED SOFFIT 8" LINTEL BLOCK FILLED PRE -CAST LINTEL ALUM. WINDOW SEE FLR./ELEV FOR DES. PRE -CAST SILL 8" CMU — TEXTURED FIN15H 1/4' w w OHO R-19 INSULATION — 2X4 SUB -BAND e HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS (SEE TRU55 PLAN FEILD STREAM FOR CONNECTOR) 2 X6 SUB -BAND a LAKE KEHOE,CYPRESS HEAD ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA FIBERGLASS SHINGLES _ ON #15 FELT OVER 1 1/16 OSB. SHEATHING —ROOF TRUSSES 2 4 " O.C. R-19 INSULATION METAL DRIP EDGE / 1/2" CLG. BOARD 4 TEXT. (1)#5 CONT. ALUM. FINISHED VENTED SOFFIT—/// 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR 1/2" CLG BOARD 4 TEXT. ALUM. WINDOW 1/2" DRYWALL SEE FLR./ELEV FOR DES. 1/8"TEXTURED FINISH ON FELT BARRIER OVER 1/16" OSB SHEATHING OR 1/2" PLY. SILL (SHEATHING MUST BREAK MIN. 1'-4" FROM 2nd FLR. LINE) 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) 2X4 NAILER (CONT.) R-4.2 INSULATION HETA- Ik IX2 P.T. FURRING STRIPS FLR J5T TO I WOOD BASE g" LINTEL BLOCK FILLED PRE -CAST LINTEL ALUM. WINDOW 6"X6" #10 W.W.M. SEE FLR./ELEV FOR DES. OR FIBER MESH REINFORCEMENT PRE -CAST SILL 2 05 CONT. all CMU TEXTURED FINISH 1/4" tYP. WALL SECTION BLK. I -STORY ASPHALT SHINGLES OVER #15 FELT ON 7/16" O.S.B. 2"X4" BLOCKING SHEATHING OR 1/2" PLY FIRST TWO BAYS METAL DRIP EDGE 4'-0" O.C. MAX i- j- 2X4 SUB -BAND a J CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER 2X6 SUB -BAND '@ LAKE KEHOE,CY1 RE55 HEAD BRACING ALOMA WOODS ROOF TRUSSES WRAPPED/ALUM FINISHED FASCIA40 2 4 " O.G. ENG. GABLE TRUSS R-19 INSULATION 2X4 SPF STIFFBACK AT ALL UPRIGHTS OVER 4'-10" (SEE TRUSS ENG. FOR SIZE) -i/8" TEXTURED FINISH OVER 15# FELT OVER 1/2'" CLG. BOARD 4 TEXT. 7/16" 0.5.5. SHEATHING 2 "X4" NAILER CONT, OR 1/2" PLY. (2) LAYE=RS 1/16 O.5.B.5ECURE EA, LAYER 2x4 P.T. PLATE W/ o W/2 Sd,s 8"•-12" O.C. 1/2 "X9" ANCHOR BOLTS MAX. MIN. 6" EMBEDMENT 1/2" X 9" A.B (OR J-BOLT W/2" DIA. AT 32" O. C. 32" O.C.MAX SECURE TRUSS TO 2X6 W/ 126 a 6"-8" GONG;. FILLED LINTEL PLYWOOD TO TRUSS NAILING BLK. REINF., WITH (1)05 ROD 4" O. C. Q EDGE 6 O. C. IN FEILD all CMU TEXTURE FIN15N 1X;2 P.T. FURRING STRIPS R�.-4.2 INSULATION 142" DRYWALL WOOD BASE o c! I 6 "'X6 " #10 W.W.M. 0 o OfiR FIBER MESH RIE INFORCEMENT w z� O0 w U m U 2 #5 C(ONT. Ilk rn T"rf=. WALL SECTION BLK. 1- STOR)(GAB L E — 2X4 SUB -BAND Q CHASE GROVE 5,WAVERL EEE WOODS FEILD STREAM 2 X6 SUB - BAND -w LAKE KEHOE,CYPRE55 HEAD ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA METAL DRIP EDGE — (— 2X4 DOUBLE PLATE (TYP.) 2X4 5PF STIFFBACK AT LL UPRIGHTS OVER 4'-10" SILL ENG. GABLE TRUSS 1/8" TEXTURED FINISH OVER #15 FELT OVER WOOD 5A5E (TYP.) �I/16" O.S.B. SHEATHING 3/4" T G PLYWOOD OR 1/2" PLY. GLUED 4 NAILED FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE SEE FRAME PLANS TO DBL TOP PLATE W/ FOR JOIST TYPE 51MP80N HTC-4 32" O.C. MAX. OR MSTA-24 24" O.C_ MAX (1)S CONT. 1X2 FURRING STRIPS ALUM. WINDOW SEE FLR./ELEv FOR DES. 1/2" DRYWALL 1/16" 055 SHEATHING OR 1/2" PLY. UNDER FELT BARRIER mms CONC. SLAB OVER CLEAN, COMPACT,TERMITE TREATED SOIL OVER 6 MIL VIS. VAPOR 5ARRIER,W/6X6 #10 WWM WOOD 5A5E (TYP.) cfJ Z <( 0 611X6" #10 W.W.M. z (X 3 #5's CONT OR FIBER MESH } z } REINFORCEMENT � 1' -8" NO O Q T rf=, WALL SECTION 2 - STORM' ROOF FRAMING W/ CONNECTOR5 (SEE TRUSS PLAN) DBL. TOP PLATE CRIPPLE 5TUD5 LSTA 12 STUD TO HDR. II II I II II I I II II I II II II II II II�� HETA-16"a 32" O. C 8" L INTEL BL (FIL PRE - CAST Lit ALUM. WIN SEE FLR./ELEv FOR PRE -CA5T all TEXTURED FINIS 2"X4" BLOCKING FIRST TWO BAYS 4'-0" O.G. MAX ASPHALT SHINGLES OVER #15 FELT OVER -1/16" 055 OR -1/16" OSB SHEATHING 1/2" PLYWOOD OR 1/2" PLY. W/ 15# FELT 3/4" T 4 G PLYWOOD; SEE TRU55 ENG. ROOF TRU55E5 TO BE GLUED FOR PROPER 2 4 " O.C. 4 NAILED BRACING HETA-16 EMBEDDED LINTEL STRAP R-19 INSULATION 1/2" CLG. BOARD 4 TEXT. 2X4 DOUBLE PLATE (TYP.) SEE T USS PAN CMU' S METAL LATH 1/8" TEXTURED FINISH 2X4(CONT-) TEXTURED /-- FINISH TWO STORE' FOR HDR SIZE BAND DETAIL 6ILL WOOD BASE (TYP.) V5EE OOR JOIST/ PRE-FAB TRUSS OOR TRUSS 1/2' CLG_ BOARD 4 TEXT. FRAME PLANS SP-4 32" O_C. '� STUDJ 2X4 DBL. TOP PLATE FOR JOIST TYPE L 1 1/2' CLG. BOARD 4 TEXT -.� 1/2" DR T WALL (I)�5 CONT. IX2 FURRING STRIPS 2X4 WOOF-) STUDS 2X4 CONT. STRESS �1�" O.C. BLOCKING MID -WALL I/2" DRYWALL 2X4 PT. PLATE 5P-4 32" O.C. e STUD 1/2 "Xg" A.B. 32" O.G. (WHEN UPLIFT) 6" EMBEDMENT SILL o WOOD BASE (TYP.) GONG_ SLAB z O CONC. SLAB 2 *S's CONT. T? 4" 4" -° 6 MIL vIS --�-�„r VAPOR BARRIER INT_ RIOR BEARING-,: WALL NOTE: FOR WALLS W/FLOOR LOAD ONLY DO NOT INSTALL CONNECTORS. WWM 2X4 L TO LATE (J 0 O O OR FIBER MESH RE INFORCEMENT DB P P #5'S (3) CONT. O m o 1/2" DRY WALL FIRST FLOOR BLOCK SECOND FLOOR FRAME 2X4 16" O.C. MAX HEADER (SEE PLANS) PRE-FAB TRUSS 2X4 PT. 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH =T. PLATE SP-4 32 O.C. STUD 2X4 DBL. TOP PLATE ON GALV'D. META LATH OVE TYvE 1/2" X 9" A.B W/ MIN. 6" EMBEDMENT HDR. 5TUD(5)/JACK(5) • 1/2" DR-T WALL OF #15 FEL� 2" DIA. WASHER 32 O.C. MAX 2X4 WOOD STUDS #5 REBAR CONT. (FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�l(o" O.G. KING 5TUD(5) 5P-4 BLOCKING MID -WALL TOP 4 BOTTOM) 3/4" T 4G 5UBFLOOR GLUED 4 NAILED FLR. JST. SIZE SEE FRAME PLAN SHEATHING OVER 2X4' NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD TEXT. 1st FLR. STUD 2X4 DBL. TOP PLATE MSTA-3ro 32" O.C. 1/2" DRi'WALL 2X4 UJOOD STUDS 2X4 CONT. STRESS �I�" O.G. BLOCKING MID -WALL NAIL PER SCHEDULE/ 2X4 PT. PLATE :BOLT PER FND. PLAN SP-4 32" O.C. � 5TUD� 1/2"X9" A.B. 32" O.G. MIN. 6" EMBEDMENT O O CONC. SLAB z p UJOOD FRAiIE TO BLK. 3 #S's GONT. 4 4 2X4 COLLAR TIE T'I'P EXTERIOR OPENING IN FRAME 1, 8„ = EVERY OTHER RAFTER 2X6 RAFTE MAXIMUM HEADER SPAN (ft.) UP TO 5'—o" TO V-01 4'—I1 1/2' 1'—I1 1/2' AND UP NUM51=R OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBI=R OF PULL LENGHT STUD6 2 AT EACH END OF H3=ADER 1 3 M NIMIJM WALL AND HEA[DER STUD R QU I R r„1ENT5 2 -STORM' 2-12d EVERY TRUSS �� INTERIOR BARING WALL IX6 NAILER / NOTE: FOR FLOOR BEARING WALL5 DO NOT INSTALL CONNECTORS. zLLI 2X8 RIDGE } p O� O6 pOC 3-126 RAFTE TO NAILER 1/16" O.S.B. -J 1X8 NAILER _j__ OR 1/2" PLY. 2-12d EVERY TRU55 CONS. I=RAMINC;; DETAIL/VALL A 105 SUB/DIV LOT# MONOLITHIC BLOCK DETAILS & NOTES DATE: 2/20/03 S C ALE: V4' ■ i'-0' SHEET s, J 7' Y ,5 s ' 's 4�1 1 r 3; r; # IOOO UPLIFT SIMPSOM MTS-12 LJ/1 lOd TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)SIMiP50M MT5-12 ONE EA. 51DE OF TRL OPPOSITE SIDE OF W11 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL "BUSS FINISH LANDINCs 5 5OND SEAM TAP CONS MIN. 2" COVER 2 " APART TF,J56 ANCPOF,:l DETAIL = R TRO f 9" MIN. LESS THAN 10' REQUIRES 1' NOSING DBL 2X12 FLOOR JOIST 3/4' PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBC 2001 2R+1T=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5" MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO FSE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPA51 L I TY WINDERS- MIN. 6' WIDE w NARROW END MIN. W WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4' PLYWOOD 2X12 'TREAD CUT lrO FIT �— 1X5, RISER LESS THAN 4" TYP, BETWEEN SPINDLES IIII i II lI Il � 1X2 PT.TOF' OF BOX 6P4 OR H-5 TOP PLATE TO7 5TUD5 DBL. TOP PLATE --- 2'-0' A5V. 10'-0' LEVEL T(O ROOF 2X4 5TUD OR 2'-O' A5V. HIGHEST RIMGE WITHIN 2'-0' 1/16' OR 15/32' O.SB. W/"1/8' TEXTURED j0'-O" FINISHED OVER GALVINIZED METAL - --- ------------- PAPER BACK LATH / FRAMED CRICKET HANL 1/2" G 1X 1' NOSING TYP. c(1 � r 5TAIfR SECTION DETAILS SIMPSON H-5 (MIN.) 2X4 TO TRUSS PRE. EKG. TRU55 --7 1� 11 I N �' D —TAILS 2X4 5TM.PLATE SIMPSON 4-5 (MIN.) 2X4 TO TRU55 SEECT I ON PRE. ENG. TRUS IX2 PT.TOP OF DBL. TOP PLA' 1/16" OR 15/32' W/ /5' TEXTURE. FINISHED OVER GALVINIZED ME PAPER BACK I CRICKET 2'-5-1/2° FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 12" Z Z I � I 36" MIN. FINISH STAIF UJIND DETAIL ASPHALT SHINGLES OVER " 15 FELT ON -1/16' O.S.B. — (2) 2X4 "2 ND SYP DIAGONAIL BRACE / W/ 3-12d 6 EA TRUES l DIAGONAIL BRACE TO COVER 5-TRU65E5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 110d NAILS EA END TO TRU66 o 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 06B SHEATHING USE 8d NAILS AT 4' o,.c. EDGE 4 6' o.c. FIELD 2X6 PT. PLATE DOLT W/ 1/2'X9 A B. COMMOM (W/ 2' DIA. WASHERS) a 32" O.C. MAX. 1/2" CLG. BOARD TRUSS 24' o-r-- NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d o EA. TRUES R-19 MIN. 1-05 REBAR CONT. RAT 2X4 6PF ADJACENT TO DIAGONAL BRAG. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0" (3) 'X' 5RAGE (I 'X' BRACE m CENTER) (2 'X' BRACE DIVIDED EQUALY FROM GENTER TO END) AL E END CROSS SAC IN 1- STOR"l' 1/16 " 055 1 1/2" PLYWO W/ 15" FELT SIMPSOi META-k 2X4 5EGURE TO 2X4 5LK W/2-12d SECURE TQ ELK W/ META-16 2X4X4' SECURE TO TRU55 W/ 3-12d 6'-8' O.C. MAX TYP. 2x4 5LK SECURE THRU TRUSS W/3-12de "PER ENG'D TRUSS 24' O.G. MAX 21 _OII EXTENSION OFT SERVICE DR. N.T.S. 'IETAL LATH TEXTURED 7/16 ° o5B OR FIN15H 1/2" PLYWOOD W/ 15# FELT?X(o (CONT.) 2X(o (CONT.) ?X4 (CONY.) ZX FLOOR JOIST 2X4 (CONT.) XPAN51ON 2" MIN. JOINT OVERLAP CAULK SIMPSON CMU'S HETA-I(oJ��Fl CMU'5 TEXTURED XTURED FINISHNISH TWO 5TOiR`r TWO STORD' FIRST FLOOR BLOCK SECOND FLOOR FRAMING (2) 2X4 02 ND SYP DIAGONAIL 5RACE W,/ 3-12d g EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU66E6 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END TO TRUSS 2X4 5YP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16' 065 SHEATHING USE ad NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD I x 2X4 W/ 3/8' X 5 LAG OR 51MPSON HTC-4 B 32' O.C. MAX. SHEATHING NAILING TO BE 6'-8' O.G. IN FIELD 4' O.C.®ALL EDGES W/Sd NAILS " 15 FELT ON i/16' 0.6.8. �COMMOM 1/2' CLG. BOARD TRUSS 24" o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d 6 EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. D5L TOP PLATE -2X4 STUD 16' O.G. MAX. -2X4 5TM. PLATE iu5-FLOOR U ILED HETA-16' FLR JST TO BLK � �FLR TRU55 I - �'5 RE BAR GONT. 0'-0' TO 30'-0' (1) 'X BRAGS 30'-1" TO 60'-0" (3) 'X' 5RACE (1 'X' 51RAGE 1@ GENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) /ALE END CROSS 5RAC IN 2 = T ORS' SUB/DIV LOT# MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 2 /18 /0 3 S c A -,E: W ■ 1'-0' SHEET D 3 OF A s J 4 O , g .€ , Sr i r� , r t F` az . e5, I } 7� 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 MIN HEAD SIZE 300 2 X 4. MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND 18' W/3/16' TAPCONS OR DRIVE O.C. MAX_ MIN 1-1/4' EMBEDMENT PIN (MIN SHANK 6IZE.145 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON MIN HEAD SfZE .300 OR DRIVE PIN (MIN SHANK SIZE.145 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/41) MIN HEAD SIZE .300 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 18" O.C. MAX. SPACING. 8' FROM EACH END AND IS' PRECAST HEADER(MIN) MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18" 2 X 6: O.G. MAX. MIN 1- 1/4' EMBEDMENT O.C. MAX. MIN 1-1/4' EMBEDMENT SECURE TO BLOCK W/2-3/16' TAPCONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON —2 EXISTING BLK ABV. PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK SfZE.l45 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/1TAPCON K SIZ1=.145 OR DRIVE PIN (MIN SHANK 1/4' TEXTURED FINISH MIN HEAD SIZE 300 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 16' HIEGHt. MIN HEAP SIZE .300 1/8" TEXTURED FINISH MIN EMBEDMENT 1 1/4") WITHIN 8' OF EACH END 4 8' FROM EACH END AND 18' MIN EMBEDMENT 1 1/4') 7/16' OSB SHEATHING 18' O.G. MAX. SPACING. O.C. MAX. MIN 1-1/4' EMBEDMENT T 8' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WHEN OVER 16IN HIEGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.) 2 X 8: 2 X a (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 I/16' 05B SHEATHING 1/4' TEMPERED MA50NITE 2 X SOLID BLK'G e ARCH SECURE W/2-12d EACH END SECURE TO BLOCK W/2-3/16" TAPCONS OR DRIVE a" CMU - I/2' DRYWALL MIN HEAD SIZE .300 GLUE 4 NAIL W/Sd'S 8"-12' O.C. ATTACHMENT PER MANUFACTOR'S SPEG'S. PIN (MIN SHANK 61ZE.145 I'X4' OR I'X2" P.T. NAILER MIN EMBEDMENT 1 1/41) 2X4 BLOCKS MTL WDW FRAME MIN HEAD SIZE .300 DOOR CASING 8' FROM EACH END AND 18' MIN EMBEDMENT 1 1/4") O.C. MAX. MIN 1-1/4' EMBEDMENT CMU WALL WITHIN 8' OF EACH END 4 NOT "NOTE: NO GAP WDW FRAME 18" O.C. MAX. SPACING. SHIM AS NEEDED To EXCEED 1/4" DOOR JAMB To PLUMB JAMB ATTACH TO 2 X DO NOT EXECED 1/4'. DETAIL: 1(oIANDUNED A��HUJA'r$AILCU$AUJA� PER MANUFAGtOR'S DETAILS. J /4�15 TO E3L CC< 1=1 /_211 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 8IZE.145 ,p PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND IS' l/8' TEXTURED FINISH O.G. MAX. MIN 1-1/4' EMBEDMENT MORE THAN 16' HIEC%HT. SECURE 2 X RIP TO FIT �/16" OSB SHEATHING 2 X 6 (MIN 2 X 3) 2-3/16 tAPGON W/2-12dS 6"-8' O.C. MAX. 1X4 P.T. OR b/4' X 4' MIN. OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 16' O.G. MAX.(WHEN OVER l6' IN HIEG%HT.) SECURE THUR FRAME AND EXTEND 1-1/4' INTO BLOCK MIN HEAD SIZE 300 2 X 4 (WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE MIN EMBEDMENT 1 1/4') 2 X SOLID BLK'G% g ARCH FIN(MIN SHANK SIZE.145 8' FROM EACH END AND 18" O.C_ MAX. MIN 1-1/4" EMBEDMENT -1/16' OSB SHEATHINGMIN SECURE W/2-12d EACH END MIN HEAD -SIZE 300 EMBEDMENT 11/4') 8' CMU- --1/2' DRYWALL 2 X 8 (MIN 2 X 3) 2-3/16 TAPGON 2 X 4 16' O.C. MAX.CWHEN OVER 16' IN HIEGNT.) ATTACHM)=NT PER MANUFACTOR'S SPEG'S. REFER TO MANUFACTURING 1'X4' OR 1'X2" P.T. NAILER OR DRIVE PIN (MIN SHANK SIZE.145300 MTL WDW FRAME DETAILS FOR SPACING. --DOOR CASING% MIN HEAD SIZE 30 2X4 BLOCKS NOTE: NO GAP 9 WDW FRAME MIN EMBEDMENT 1 1/4"J - CMU WALL t0 EXCEED 1/4' NOTE: SHIM AS NEEDED 8' FROM EACH END AND IV DOOR JAMB TO PLUMB JAMB O.C. MAX. MIN 1-1/4' EMBEDMENT A C H WA "� D T A L C U T A UJA � DD NOT EXECED I/4'. DBL.(�TOP PLATE DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X4 16' O.C. MAX. 2X4 16" O.G. MAX. SECURE 2X4 TO WOOD W/2-12d a —A S STAGGERED SECURE 2X4 a TO WOOD W/2-12d a 6"-8' O.C. STAGGERED BT. PLATE BT. PLATE SECUIRE 2X4 W/2 -3/16' TAPCONS OR DIRIVE PIN (MIN SHANK 6IZE.145 MIN HEAD SIZE .300 SECURE 2X4 W/2-3/16' TAPCONS CNUi,4IT, I MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIK a' of EACH END NOT TO MIN HEAD SIZE 300 EXCEED 18' O.CMAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4") SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO MIN. 2-12d PER BLK. EA. END 1/2' PLYWOOD EXCEED IS" o.C.MAX. OR 1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2" PLYWOOD MIN. 2-12d PER BLK. EA. END OR 1/16' O.S.B. EXTEfRIOR A C�4UJA� W/UJINDCLU XTfP,IC AfP,,CHUJA� - SUB/DIV I LOT# IMONOLITHIC BLOCK DETAILS 8c . NOTES' DATE: 7/ 86�,0 3 :SCALE: V41aj'-®' SHEET D 4 OF 4 ''--_. ' sAmpnnoBUILDING DEPT. THESE PLANS ARE REVIEWED AND CONE)ITIONAI.LY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL Brz, CONSTRUED TO r-31F A LICENISE- TO PROCEED WITH THE WORK AND NOT AS im-ITHORITY TO VIOLATE. CANCEL, ALTER, OR sr;.-r ASIDE ANY OF THE TION I-IER VIOLATIONS OF THE CODES.