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Home My WebLink About330 Lusitano Way 03-2783 New SFHPERMIT ADDRESS CONTRACTOR ��'; ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR (�X�rf�—� MECHANICAL CONTRACTOR PLUMBING CONTRACTOR\�/G✓��C��nQ� �I V MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE FEE SUBDIVISION PERMIT #03"on93 DATE q �9 '0.3 PERMIT DESCRIPTION F-R„ PERMIT VALUATION ?1 28e SQUARE FOOTAGE 2.4 5wj5 I d H 0 DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- RESIDENTIAL - GROUP R • CONSTRUCTION TYPE- VI • 1-STORY RESIDENCE: BLDG HGT 19'-9" SPECIFIC PARAMETERS FROIM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME CiONSTRUCTION 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 IPSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANiCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL :FACE (DETERMINATION OF WIND :FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS ® SLEEPING AREA 30PSF LIVE 1OPSF DEAD FLOORS @ NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE IOPSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (TINT/S) = 120 D. INTERNAL PRESSURE CO-ECFFICENT=+ .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 TRRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FBC 2001 EDITION. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRIICATION. 7. GARAGE DOOR/ WINDOWS/ DOOR A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 113 LINTEL SCHEDULE PG IC WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3D ELEVATION "D" PG 3E ELEVATION "E" PG 3F ELEVATION "F" PG 3G ELEVATION "G" PG 4D TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 4G TRUSS PLAN PG 5 ELECTRICAL PLAN 99 � 0 �� 5 9� www. drhorton. com CBC1055300 -,191t ,:,Pw"Pm`1M1T&pd?93 , W�=u71 6250 Haz4sltimm Natic>nal [Drivt=.. C>r1anc1c)7 1=L. 32822 (407) 8 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 BAKERS CROSSING LOT #92 PHASE #2 DATE: 7/09/03 t* SHEET C I or 5 BAKERS CROSSING LOT #92 ?HASE #21 MODEL: 99 1 9 6 5 - L 99 Fos./B.O. 99-499 'OUNDDATIO PLAN DATE: 7/09/03 SC AT: 1/4'=1'-®' SHEET I or 5 BAKERS CROSSING LOT #92 PHASE #,r4 MODEL: 99 1965- L99 F.S. /B.C. 99 - 499 ISO W]EL PLAN DATE: 7/09/03 SCALE: 1/4'=1'-®' SHEET IAOF 5 BAKERS CROSSING LOT #92 PHASE #21 MODEL: 9919 65 - L99 F.S./B.C. 9 9 - 4" LINTEL SCHEDULE DATE: 7/09/03 S C ALE: I/4gal 1-01 SHEET I H OF 5 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONE 110 MPH WIND 120 MPH WIND 1 28 3068 W/12 "SL 4 20.5/ -22.3 24.3/ -26.5 2 13 5 D"X36 "X3m" TRANS. AE3V. 4 21.5/ -23.3 ELEV "D TE" 25.5/ -21.1 3 15 50"X42"XIS" TRANS. A5V. 4 21.3/ -23.1 ELEV "F" 25.3/ -21.5 4 6 54"X16" TRANS. A5V. 4 21.8/ -23.6 ELEV IG" 25.9/ -25.1 5 112 GARAGE 16' X -f' 5 18.3/ -22.4 21.8/ -26.-1 6 I 25-6H 4 21.1/ -22.9 �2r2.1/ -21.3 -f I I 25-6H 4 21.1/ -22.9 25.1/ -21.3 S 1-121.1/ 25-SH 4 -22.9 25.1/ -21.3 9 11 25-SH 5 21.1 / -28.0 25.(0/ -33.1 '10 11 25-5H 4 21.1/ -22.9 25.1/ -21.3 11 53 8m68 5GD 4 19.4/ -24.4 23.1/ -29.2 12 24 35-SN 4 20.6/-22.4 24.5/-26 .-1 13 lm 23-5H 4 21.8/ -23.6 25.9/ -28.1 14 24 35-5H 4 2 0.6/-22.4 24.5/-26.I 15 33 35-5H W/ 54"X21"X19" TRANS. A5V. 4 20.2/ -22.0 ELEV "D" 24.0/ -26.3 16 35 36 -SH W/ 54"X16"X9" TRANS. A5V. 4 202/ -22 m ELEV "E" 24.0/ -26.2 11 44 (2) 25-SH W/ HALM RND. A5V. 4 19.8/ -21.6 ELEV 111-" 23.5/ -25.-1 18 38 (2) 26-SH 4 2 g2o / - 21 1�� ELEV "G" [ 23.8/ -26.(0 BAKERS CROSSING LOT #92 PHASE #2 MODEL: 99 1 ^ 6 5 - L99 F.S./B.C. 9 9 - 4" WIND LOAD CALCULATIONS DATE: 7/09/03 SCALE: 1/4gal '-®' SHEET c OF 5 AO AFCH '�D <1 TCHEN 0Af;P,CH S 1-,4M 1 L T- R1„1. ------------ I I J 1=--41 ------------ O Of=T. ,4RCl4 Of'ENINGS; ----------� I � I I I � I I I I -4 I I I \-----------/ FOYER ---- 1R- ISN � I I --- O O1T. COAT CLOSET a FOYER J OPT.ROUNDED CORNER BM. ELEVATION "D" 35 - 5H W/ 54"X2 1 "X I9" TRANS. ABV. ELEVATION "E" 36 -SH W/ 54"Xl(o "X9" TRANS. ABV. ELEVATION "F" (2) 25-5H W/ HALF RND. ABV. ELEVATION 'G' (2) 26-SH — — — — — — — — — — — — — — — — — — — — — — — — — _ Mt. ------------------ I ENTRY= W/11_011 VAULTED GLcx ELEV. ID, F ONLY SIDEL IGHT' C_ (2)-25-SH lm'-8" W/1/2 ROUND ABV. 4'-4" A [ -------------------------------- FLOOR PLAN ELEV. 99 F99ONLY r— ------------------------------ CD LIVING j J ,� EMT. ROOM W/1' -m" (CARPET) 51DELIGHT 5' - S" I i roX6 POST (3) TYP. (2) 25-SH 10' - 8" 15'-0" 20'-2" --— — — — - - - - - - - - - ENTfRY ELEV. u(:S;u I I (2)3-0 I t� BI-FOLDS I 2' 4" -------------- g Ofi=T. P,4NTRY` EXTERIOR MASONRY WALL BRG. HEIGHTS r�----------------------, ! 25-SH 1 tc A'21-411 MEDIA RM I ( I I I l 2'-I II-gll II 81-III --------------------- O Of=T. � IED 1A IR00>1I SQ,FT. CALC.9S LIVING GARAGE ENTRY PATIO 19(.l 412 22 54 50. SQ. 50. 50. 1=T. FT. 1=T. FT. TOTAL. 2455 50_ FT. BAKERS CROSSING LOT #92 PHASE #2 MODEL. F.S./B.C. 9 — 4" FLOOR PLAN DATE: 7/09/03 SC AT: 1/41011.0' SHEET 2 or 5 BAKERS CROSSING LOT #92 PHASE #21 MODEL: 99 1 9 6 r - L 99 F.S./B.C. 9 9 - 4" ELEVATION „D" DATE: 7/09/03 SCALE: 1/4' 0 I'-®' SHEET 3 D OF 5 M -, 1!- — -al� — M II L L K s II II II li K = II II II II II II II II II II = C2,META-16 • —IL 11— ,: — A9 All A13 — -- A15 All — AIS A A A TL -- A A Ll A A a A A A A — 22~ 5 ATTIC aCCE55 J A 00 A — 111 42 (K A2 AGI w B w p AG2 141 [A I:]-- (2)1" ZETA-16 DEADER 5F AN CHART SINGLE STOR'I' AFFLICATION 51zE CLEAR SPAN DBL 2X6 DBL 2X5 DBL 2X1O DBL 2X12 UP TO 5'-4" 5'-4" TO 1'-0" -1'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2X6 DBL 2X5 DPL 2X1O DBL 2X12 UP TO 5'-O" 5'-0" TO 6'-4" 6'-4" TO 5"-0" 5'-0" AND OVER 4X4 POST=(2)2X4'6 NAILED WIT4 12d 6"-5" O.C. 5TAGGERED 4X6 PO6T=(3)2X4'6 NAILED WITI-1 12d 6"-5" O.G. STAGGERED TRUSS PLAN * CONNECTORS TO 5E SIMFSON U.N.O. * TRU55 TO 5LK META-1(o W/12 - IOdXI 1/2 * TRU55 TO WOOD MT5-12 W/14-106XI 1/2 BAKERS CROSSING LOT #92 PHASE #2 MODEL: 791965 L" F.S./B.C. W-4)) TRUSS PLAN 79 D 97 ACCUSPAN DATE: 7/09/03 ;a SCALE: 1/4' ■ 1'-0' SHEET 4D or 5 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES IIOV OUTLET ILUIRED OUTLET IIIOV OUTLET TO SWITCH EQUIPED WITH IIOV OUTLET GROUND FAULT GF I INTERUPTER ��[ffffff��J 220V OUTLET WF, EXTERIOR GROUND FAULT GFI WATERPROOF INTERUPTER OUTLET SWITCH 3 SWITCH 3-WAY OPER �4 SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT / 1 VAPOR PROOF `OJVP LIGHT 1 RECESSED `�� CAN I CFM PERSQ. VENT. FAN FT. VENT. FAN I CFM PER W/LIGHT SQ. FT. 2' LIGHT 57RIP 4' LIGPT STRIP 4' TRACK LIGHT FLOURECENT Lu RAP AROUND LIGHT _ 2'FLouREcENT — — — — 4' FLOURECENT ® PANEL METER SMOKE BATT. BACK-UP W/ HARDWIRE cj p DETECTOR INTER- CONNECTED PENDANT L IGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT TV TELEV15ION JACK C:M=G BOX REQUIRED TO CEILING BE SUPPORTED FAN/LIGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER METER FEILD VERIFY LOCATION CHIMES WP. GF I ELECTRICAL PLAN LOC. OF T.V_ AND PH. OUTLETS 4 FAN TO BE VERIFIED 1oHOMEOWNER PRECONSTRUCTION MEETING NOTE: ,,ALL RIECEPTACLES 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 AMP DISC. 200 AMP. INSIDE PANEL #12 COPPER TO MAIN LIGHTS 4 OUTLETS DISC. N. 1010 COPPER TO WATER HEATER #S COPPER TO RANGE UNDERGROUND — SERVICE BY POWER CO. #4 COPPER TO 5/0" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL LAV, 1 ELECTfRIC;AL fRISEtR NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE, LOCAL CODES, AND THE LOCAL POWER CO. -A" w r ;p AI KIT. PLUMBING IR, ------------- J OFT. fi ANTiR 1- TO MAIN SEWER ISERN, DIAGRAM MEDIA RM� � /PRE - W I RE CLG. FAN ---------------- (DOFT. 1„1ED IA ROOM BAKERS CROSSING LOT #92 I PHASE #2 I MODEL 99 1 9 6 L99 F.S./B.C. 99-4" ELECTRICA.]L PLAN DATE: 7/09/03 SCALE: 1/41=1'-0' SHEET 5 OF 5 41 s 1/2" X 9" A.B. 32" O.C. 6"X6° #10 W.W.M. (o" EMBEDMENT MIN. 6" EMBEDMENT 1/2" X V N WHEN UPLIFT FROM ROOF ANCHOR BOLTS AT 3'O.C. 2 ,45V. CON(. - CONC. SLAB 4„ 4„ ? 61 6"X6" #10 W.W.M. 4" c 1 SI 2 #5's CONT. o (2) CONT. #5 REBARSk4. fk 1'-0" 0) - 'I .411 GONG. SLAB �, II-QII `�L-� C� ' T1 4IC<EN EDGE m0 3�sCONT. _ 2-#5'S ON CHAIRS GARAGE CURB STOP TYP. WALL SECTION INTEiPIOR 5EARING WALL IN TEFIOR BEARING WALL 2-STORM' 1 BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS WOOD FRAME FOOTING CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE 3 IS UPLIFT ON WALL 3 1/2" HEAD OF GARAGE 3 11/2" Q HEAD OF GARAGE �. -#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) /� DIM VARIES 5/8'I DIM VARIES S" ANCHOR BOLTS AT 3' O.C. 9" ANCHOR BOLTS AT 3'O.C. 1 5/8" G B II 6"X6" 010 W.W.M. 15/V CURB II 6"X6" #10 W.W.M. CURB II rv"X6" #10 W.W.M. l3) # 5 RODS EA. WAY ON 8" CMU ONLY IF UPLIFT ON WALL MIN 6 EMBEDMENT MIN 6" EMBEDMENT"X6" #10 W.W.M. EXTEND 1 1/2" II CHAIRS (MIN. 3" COVER) 6 X6 #10 W.W.M. IL- RECESS /2° T 0 II cfl 0 II cfl GRADE � 411 SLIDING DOOR TRACK - I' - _ `) Ou �� 2-#5'S ON CHAIRS - `� o o� (3-5'5 W/2-STORY) I'-4" � _ SLOPE CON(. C , _ ' _' \2-#5'S ON CHAIRS _� 2 -o„ TO FRONT(1/" -1/2 ") - SINGLE (3-5 , W/2-STORY) SI" NC�LF m 11-oil 2 #5'S ON CHAIRS 1 _all 3 #5'S ON CHAIRS STORY STORY 1'-8" 1 1/2 TWO TWO 9 1/2 " STORY � � INSIDE FTC. AT GARAGE STEP-UP GARAGE SERVICE/POOL STORY INSIDE FTC. AT GARAGE STEP-UP 2-STORY BEARING WALL DOOR RECESS C�ARACE CURB CARACE CURB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR 1-STORY BEARING WALL �A GONG. SLAB OVER CLEAN, #5 REBAR SET IN 2000 IL COMPACT TERMITE TREATED PSI EPDXY 25" MIN. ASV. TOP CORD BLOCKING AT 4' L, (a MIL. VIS. VAPOR I 5LA5/6 " MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING -i II rv"X6" #10 W.W.M. SPACES AT EACH END. GARAGE SLAB 6"X6" #10 W.W.M. \ = RAFTER OR TRUSS m - L ROOF SHEATHING NAILING SCHEDULE A TO O ORI�A BUILCDNG F=S IN E ROOF SHEATHING LAYOUT "^-- o uAND ENDWAL L 5RAC I NG n R+�OF DIA SERAI'1 OS.B. OR 1/2' PLY WITH °8 C N NAILS AT 4' O.G. AT C" O IDE 20 0 1 D 1 1 SUPPORTED PANEL EPGF-6 ,00 "8 GUN NAILS AT &' OG. AT / ' FOR GABLE ENFRAMING NTEF4IEDIATE SUPPORTS. ALSO SEE DETAIL. CURB IUALL 8° CON(. DRIVEUJAY - �' Q TYP. RETROFIT FOR ALL Z ROOF BHEATHINGToGA5LEEND FRAME GARAGE 3 S's CONT. BEYOUND 1'-8" 3" MIN. COVER 1A OMITTED FOUNDATION DOWELS Q USE ATHNNAILS s4'OL. SITE PLAN NOTES 1/16' USE '1 EXTERIOR "116JG Ob.B. OR 1/2' PLY WITH % CAN NAILS AT 6' O.C. AT V V m PANEL SIDES AND 05 GUN MAILS 4' OG TOP s E5OTTOM PANEL AND 05 GIN NAILS AT e' OZ. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS' ABOVE GARAGE DLU DOOR BUILDING LENGTH INTERMEDIATE SUPPORTS.Al-50 SEE DETAIL. 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 1 OPENING 2 -STORY FOOTING ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION NAIL REQUIREMENTS ARV. IOB' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. SIZE HEAD LENGHT DIA. TENSIL 5TR 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 -SITE DRAINAGE FACILITY. = 8d ROUNpJMODIFIF0 OR T 1 7/`8' .113 110,000 10d 2 I/FS' .128 110,000 := e : POURED LENTIL �01,• CONT' (TYf=) a : 2X WALL FRAMING (3) 1/2 "X5" ANCH01'PR BOLTS 8" CMU FILLED 4 '• or (3) 1/2 "X8" J -BOLTS CELL (T`f=.) , P, MIN. 6" EMBEDMENT W/ 2 "X2 "X1/8 WASHER AND EXT. FRAME WALL TO NUT SPACED EVENL.Y FROM BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET A IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR, IN SOLID POUR ACCEPTABLE RETROFIT) II II II II II II IIII I I TO BE II II I I OUTSIDE BAR } ✓ REBAR II II II = _ - _ _ II II CONTINUOUS = - - - _ 25 MIN. LAP Ti'P. REBAR LAP CORNI=RS cn N �( =1 ttt •J Q Q Z �( Z @ �,� (� # `•J = ,9 @ ,,{{ *106 GUN NAILS /@4" O.C. # 8d GUN NAILS TOP BOTTOM EDGES � (a" O.C. IN FIELD LLI @ d) Q Q �cj) J - lit _ LU <1 'Q LE z U Z Z -z O Z 0 - � 0 U #� (d (Q O v I I I I TTf- EXTERIOR SHEATHING ATTACHI" 1ENT FOR ROOF SHEATHING @ NOTE: WHEN GLUED TO ROOF MEM5ER - NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLEJNAIL 4 TOOL ASSOCIATION GENERAL NOTES I. DESIGN AND LOADING A ALLOWABLE UNIT STRESS AND DESING CRITERIA: I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIIND SPEED MAP) 4. WIND IMPORTANCE FACTOR C,I) 5. WIND EXPOSURE •8' 6. INTERNAL PRESSURE CO-EFIFICIENT 418 THRU -IS 2. SOIL ING PRESSURE USED IN DESIGN 2000 P51 FOR A CONTINUOUS UOUSS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK 5HALL BE IN ACCORDANCE W17H ACI 315 AND WITH SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS WALL CONFORM TO ASIM A6I5 A616 OR (611, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCEWITH ROOF LIVE of 20RIID�A BUILDING CODE 2001 CHAPTER 16 FI �• I.. MIYIJCl1...MI-II`1Li, IICRII�NIIVI�, FJFRI IIIv13 F11..,. CJF1M4.4.. li[/IYTV RI I Iv j-v1...f•4y. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND AS SELECTED BY BUILDER 6) PERMITTED D SEPARATELY BY ENGINEERED SHOPSWIMMING POOL, DECK, SPA, AND ASSOCIATED �DRRAWINGSBE PLUMB 1 N G N (JTE S 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) 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 7) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT t0 EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM 5UILDER'5 OFFERINGS. GROUTED z BOND BEAM (o "- 8" '� EDGES 4 IV-12" IN FE I L D 5. LUMBER 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED 2 -#5'5 REBAR a 1 STORY A. ALL 5TRUCTUAL LUMBER SHALL BE n SYP. ALL STUDS WALL BE STUD GRADE SPF. (ALL LUMBER EXPOSED TO WEATHER, OR AGAfNST SOIL, CONCRETE OR MASONARY SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. 'AS TIE TO HORZ. BARS 1-U 3-#5'S REBAR a 2 STORY SHALL BE PFZE85URE TREATED) PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF -BUILT' 8" MIN. EMBEDMENT e >0 -I . EXTERIOR eHEATHING ATTACHMENT 6. TRSSES A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 10) ALL CLEANOUTS FLUSH WITH GRADE. ' U FOR 54-4�AR AND UI�L IFT FLORIDA BUILDING CODE 2001 AND SEALED FOR APPROVAL TRUSS MANUFACTURER SHALL SUBMIT SIGNED DRAWINGS 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, NORZ. REINFORCING VERT. RE IiNF. ( O.S.B. T O BE STRUCTURAL GRAD E) PRIOR TO FABRICATION. RIDGES. HOOK 1 4.11 1 1 IN GROUTED CONNECTORS FROM PLATE TO STUD TO PLATE ,. GARAGE POOR A. ENGINEERED FOR 120 MPH WIND a3 SEC, GUST. 12) SIZE AND LOCATION OF GLEANOUTS SHALL CONFORM TO FLORIDA PLUMBING CODE CURRENT EDITION. CELL AR1E 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 SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 8. ASPHALT SHINGLES 2001. ' #0d GUN NAILS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 + , �� ION cn '� 12 " O.C. IN F I E L D B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENt TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAP. ELEVATION WHEN POSSIBLE. 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE ' F O U N L7ATI O N NOTES CLI=ANOLIT I. FOUNDATION DESIGN BASED ON 2000 P.B.F. MIN. ALLOWABLE BEARING BLOCK NOTES N •e rRECQy'D !•• e FOR GROUT LIFT I v Q PRESSURE. 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT C145 AND SHALL - .-- > 5 FT. UNLESS a e POURED LENTIL lll Q 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND MASONARY IN ACCORDANCE WITH ASTM C90 AND HAVE A NET AREA COMMP5ES5IVE sTRENGHT OF 1900 1*51. HORZ. REINFORCING Z QL FOOTING DWL IS ; o ' CONT. (TYP) Z L! SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED MORTAR TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONC. POUR 1. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH ASTM C270. u (o HOOK I T } NOT REQ D. �;a z O 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM METAL ACCESSORIES 1. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE HORIzONTAL/VERTICAL REINFORCING c(1 O - AGGREGATE FOLLOWING: 5. ASTTMR FOR PLATEHEADED EAND MENTENNTT �s U PRE -CAST HDR. ., 2X6 GARAGE DOOR BUCK UJ/ 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR BRANG4056. "XS" BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. (3) 1/2 ANCHOR BOLTS O •Oa or (3) 1/2°XS" J-BOLTS TAT F. FLOOR DEC<NG 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE M5 DOWEL BARS W/ A 6' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT SALT TING TH10N SHALL GALVANIZIZ SALT STAINLESS STEEL OR MEETING THE ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO BE DIPPED REQUIREMENTS OF A5TM A90. Oil b MIN. ATTACHMENT TO FLOOR JOIST HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MASONRY WORK GENERAL: \EMBEDMENT 8" CMU FILLED W/ 2 X2 r I/8 WASHER AND EA. SHEET TO BE GLUED AT ALL fo. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD 1. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY ` r NUT SPACED EVENLY FROM FRAME SHEAR WALL OPENINGS AND SHALL BE 1/VxV W/ 2'X2'Xl/8' CELL (TYP.) % - FLOOR TO C ARACxE DOOR HDR. �XPOS�D JOIST AT 3' O.G. STARTING AT 8' OFF EACH CORNER MASONRY UNITS SHALL BE FULL HEAD ASP BED JOINTS. 2• BED AND HEAD JOINTS SHALL BE 3/8' THICK ' IN JOINTS PRIOR TO FILLING. �. DESIGN LOADS: IN ACCORDANCE W/FLORfDA BUILDING CODE 2001 ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING N. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 GA HORIZONTAL STOR ACK L WHEN MASONARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION To VERTICAL REINFORCEMENT 1-2X(o PT BLOCK CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN lfo' O.C. [DOOR HEADER W/(1) 8. FOOTING REINFORCING SHALL BE 2-#5 REBARS I -STORY, 30-5 REBAR 2-5TORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: 1. 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 BE BUNDLE 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25'. l 01" / 1) 1/2 "X8" J -BOLTS MINIMUM OF 25. 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND I NTIFIED 6" EMBEDMENT g. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, Abib, A617, OR A106. W/ 2 "X2 "X1/8 WASHER AND NUT FINISHFINISH GRADE 10. FINISH SLAB 70 BE 8' ASV. FINISH GRADE j� BAKERS CROSSING LOT #92 IMONOLITHIC BLOCK DETAILS NOTES DATE: 7/ 0 J/ 0 3 SCiAT: V41011-0' SHEET Dior 4 J e v 2X4 SUB -BAND HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB-BANp 2X4 SUB-BANp FEILD STREAM CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2'1 BLOCKING 2X(o SUB -BAND 's FEILD STREAM FOR CONNECTOR) FEILD STREAM FIRST TWO BAYS LAKE KEHOE,CYPRESS HEAD 2X6 SUB -BAND a 2X6 SUB -BAND a 4'-0' O.C. MAX METAL LATH ALOMA WOODS LAKE KEHOE,CYPRESS HEAD LAKE KEHOE,CYPRESS HEAD WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER 1/16" OSB OR -1/8" TEXTURED ASPHALT SHINGLES, - 7/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION METAL DRIP EDGE OR 1/2" PLY. W/ 15# FELL _ R-19 INSULATION -1/16" OSB. SHEATHING FIRE ON #15 FELT O OVER I 3/4" T G PLYWOOD 2X4CCONTJ OR 1/2 PLY. 7/16 OSB. SHEATHING r I SEE TRUSS ENG. -� ROOF TRUSSES TO BE GLUED HURRICANESTRAPS METAL DRIP EDGE (SEE TRUSS PLAN ""� FOR PROPER 24" O.G. 4 NAILED FOR CONNECTOR) 1/2 CLG. BOARD 4 TEXT. METAL DRIP EDGE DDED O (1�5 CONT. 2X4 DOUBLE PLATE CTYPJ 2X4 5PF LL UPRIGHTSIOVBACK ER 4'-Alm" BRACING HETA-16 ALUM. FINISHED VENTED SOFFIT LINTEBLESS RAP 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/8" TEXTURED FINISH 8" Mill - LINTEL BLOCK FILLED ° ° a 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) R-19 INSULATION CMU'TEXTURED -i/S"TEXTURED FINISH ON OD O.S.B. SHEATHING S FINISH PRE -CAST LINTEL FELT BARRIER OVER GLUED NAILED OR I/2" PLY. �_ ALUM. WINDOW 7/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHIN(Si MUST BREAK MIN. 1'-4" 0 FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ I/2" CLG. BOARD � TEXT. TWO STO�� PRE -CAST SILL 1/2" DRYWALL 2X4 RE-FORCEMENT (CONTFOR JOIST TYPE 5IMPSON HTC-4 32' O.C. MAX. 2X4 DOUBLE PLATE CTYPJ 2X4 NAILER (CONT.) OR MSTA-24 24" O.C. MAX SEE TRRUSS P AN all CMU R-4.2 INSULATION 1X2 FURRING STRIPS O (I)#5 CONT. FOR 1-1DR S I Z B,4ND DET�,41L 1X2 P.T. FURRING STRIPS FLR JST TO BLK � � ` ALUM. WINDOW TEXTURED FINISH I/4° WOOD BASE SEE FLRJELEV FOR DES. SILL all LINTEL BLOCK FILLED 1/2 DRYWALL 1/16" OSB SHEATHING PRE -CAST LINTEL OR 1/2" PLY. UNDER WOOD BASE CTYPJ 0 Q cfJ FELT BARRIER � PRE -FAB TRUSS ALUM. WINDOW FLOOR JOIST/ IN 6 "X6" #lm W.W.M. SEE FLRJELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. OR FIBER MESH SEE FRAME PLANS o REINFORCEMENT PRE -CAST SILL FOR JOIST TYPE SP-4 32" O.C. Q STUD 2X4 DBL. TOP PLATE CONC. SLAB OVER CLEAN, HETA-16"a 32" O. C. MAX 1/2" CLG. BOARD 4 TEXT .. 1/2" DRYWALL COMPAGT,TERMITE TREATED ° (1/*5 CONT. w Z w SOIL OVER 6 MIL VIS. VAPOR 2X4 WOOD STUDS � 2 #5 CONT. S CMU BARRIER,W/6X6 #10 WWM S LINTEL BLOCK 1X2 FURRING STRIPS 1 -4 (FILLED) 2X4 CONT. STRESS e1� O.C. TEXTURED FINISH 1/4" BLOCKING MID -WALL WOOD BASE (TYPJ PRE -CAST LINTEL - ° ° 1/2" DRYWALL 2X4 PT. PLATE Q C0 SP- 4 32 " O.C. STUD 1/2 "X9" A.B. 32" O.C. z ALUM. WINDOW (WHEN UPLIFTT t�1'P. WALL SECTION v SEE FLRJELEV FOR DES. SILL _ 6" EMBEDMENT SL< 1- STOF�"�- ° WOOD BASE (TYP.) Z = 6"X6" #10 W.W.M. PRE -CAST SILL - CONC. SLAB 411, 4„ � @ Z fk 3 #5's CONT REINFORCEMENT CONC. SLAB 2 #�✓'S CONT._ u1 Z w 1'-4" m } } 1 8„ 8" CMU 6 MIL V15 1= S OR�1' N ° m ° TEXTURED FINISH 1/4 VAPOR BARRIER INTERIOR E3EARING WALL ASPHALT SHINGLES OVER T'T'P. WALL SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON -1/16" O.S.B. 2"X4" BLOCKING Q x� DO NOT INSTALL CONNECTORS. SHEATHING OR 1/2" PLY 1 FIRST TWO BAYS 2 - METAL DRIP EDGE will.- 4'-0" O.C. MAX 6"X6" #10 W.W.M. 2X4 DBL TOP PLATE 2X4 SUB-BANp O O RE FIBER MESH E INFORGEMENT CHASE GROVES,WAVERLEE WOODS S€€ TRUSS ENG. ROOF FRAMING W/ CONNECTORS z FEILD SCREAM FOR PROPER (SEE TRUSS PLAN) til} } 2X6 SUB -BAND � LAKE KEHOE,CYPRESS HEAD BRAGING = (3Y O (3) #5's CONT. 1/2" DRY WALL ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE `�' U m () WRAPPED/ALUM FINISHED FASCIA 24" O.C. ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIRST FLOOD'3�OCiG 2X4 SPF STIFFBACK AT SECOND FLOOR FRAME -1/16" O.S. ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS EN#G. FOR SIZE) HEADER (SEE PLANS) 7/8" TEXTURED FINISH OVER 15 FELT OVER 1/2 CLG. BOARD 4 TEXT. PRE -FAB11 TRUSS 2X4 PT. 2'1 NAIILER CONT, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH -1/16" O.S.B. SHEATHING - � BT. PLATE OR 1/2" PLY. (2) LAYEIRS -f/16 �' 2X4 DBL. TOP PLATE ON GALV'D. METALL I/2 X 9 A.B W/ SP 4 32 O.G. Q STUD LATH OVER TYVEK MIN. 6" EMBEDMENT O.S.B.SECURE EA, LAYER # .:�:;, 2x4 P.T. PLATE W/ ° W/2 8d,s 8"-12" O.C. -_ 1--1DR. STUD(S)/JACK(S) • 1/2" DIRT WALL OF 15 FELT .,.. 2" DIA. WASHER 1/2 "X9" ANCHOR BOLTS MAX. MIN. 6" EMBEDMENT I/2" X 9" A.B OR J-BOLT LSTA 12 2X4 WOOD STUDS #5 REBAR CONT. FULL LENGTH STUp(S)/ 2X4 CONT. STRESS �l(o" O.C. W/2 DIA. AT 32 O. C. 32 STUD TO HDR. O.C.MA;X KING STUDS) SP-4 BLOCKING MID -WALL SECURE TRUSS TO 2X6 W/ 12d o 6"-8" TOP BOTTOM) 3/4" T4G SUBFLOOR GONG.. FILLED LINTEL PLYWOOD to TRUSS NAILING BLK. REINF. WITH (1/'S ROD I GLUED 4 NAILED ;. 4" o. C. e EDGE 6" O. C. a IN FEILD all CMU FLR. JST. SIZE SEE FRAME PLAN i TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4' R-4.2 INSULATION MAIL PER SCHEDULE 2nd FLR STUD TO 1/2" CLG. BOARD TEXT. 1st FLR. STUD 2x4 DBL. TOP PLATE 1.UOCD FRA„ E TO 5L_< I/2" DRYWALL - _ _ -IF _ _ _ - - _ _ =I MSTA-3� 32" O.C. 1/2" [DRYWALL I I I I I 2X4 WOOD STUDS 2X4 CONT. STRESS �1(o O C wooD BASE I I I I I I BLOCKING MID -WALL II II I MAIL PER SCHEDULE/ 2X4 PT. PLATE Q I I BOLT PER FND. PLAN 5P-4 32" O.C. Q STUD 1/2 "X9" A.B. 32" O.C. MIN. 6" EMBEDMENT -� Z 6 "X6" #10 W.W.M. 0 o OR FIBER MESH CONC� CLO B 4" 4" 2X4 COLLAR TIE /-2X8 RIDGE O} O LL z REINFORCEMENT T'YP EXTERIOR OPENING IN FRA" 1E 1'-8„ EVERY OTHER RAFTER % } ? } 2X6 RAFTE O()� N O O } U m U 2 #5 CONT. u m T'1'P. WALL SECTION 2-12d EVERY TRUSS INTERIOR BEARING WALL 1X6 NAILER 3-12d RAFTS 3-12d t0 NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. I/16" O S B IX8 NAILER 1 � OR 1/2" PLY. 2-12d EVERY TRUSS BLK. 1-STOR�r (GABLE) MINIMUM L,UALL AND P AFDR CONV, FFAMING; DETAIL/vA MAXIMUM HEADER SPAN (Ft.) UP TO 5'-oll TO 8'-0' 4'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF DEADER 1 2 3 NUMBER OF FULL LENGHT STUDS j 2 AT EACH END OF HEADER:1 1 3 BAKERS CROSSING LOT #92 PHASE #2 (MONOLITHIC BLOCK DETAILS & NOTES DATE: 7/0 9 /0 3 SCALE: V4,=I'-ON SHEET D 2 OF 4 r r • # 1000 Uf=J-11=T SIMPSOM MT6-12 W/l 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 2000 JFL 11=T (2)5IMPSOM MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF F 11/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL rRUS5 FIN15H g LANDING 1211 Z P. L I 5 BOND BEAM TRUSS ANCHO fR D E TA L= fRE TROF I T 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 3/0" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT GRASPA51 L I TY WINDERS- MIN. 6' WIDE 9 NARROW END MIN. 11' WIDTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3/4' PLYWOOD 2XI2 TREAD CUT TO FIT - 1X5 R15ER LESS THMN 4° TYF BETWEEN SPINDLES 1X2 PT.TOP OF BOX 5P4 OR H-5 TOP PLATE TO STUDS DBL. TOP PLATE 2X4 STUD 2'-O' ABV. 10'-O' LEVEL TO ROOF OR 2'-O' ABV. HIGHEST RIDGE WITHIN 2'-0' -1/16' OR 15/32' O.S.B- W/l/8' TEXTURED 10'-0" FINISHED OVER GALVINIZED METAL - PAPER BACK LATH i I I I I FRAMED CRICKET SIMPSON N-5 (MIN.) • 2X4 TO TRUSS HAN[ 1/2' C [P 1' NOSING TYF`. � 4 m � r ST,4IfR S CT1ON DETAILS PRE. EN;2X4 C H I� I V E r � E T /'.'t I L S SIMPSON H-5 (MIN.) c R 2X4TO TUSS ATE -. �— SECTION PRE. ENG. TRUS IX2 PT.TOP OF DBL. TOP PI -A' 1/16' OR 15/32' W/1/8' TEXTUREI FINISHED OVER GALVINIZED ME PAPER BACK L CRICKET 2'-5-1/2' FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO DBL. PLATES ABV. 3(o" MIN. FINISH STAIfR UJINIDfR DETAIL ASPHALT SHINGLES OVER " 15 FELT ON 1/16' 0.8.5. — (2) 2X4 02 ND SYP DIAGONAIL BRACE / W/ 3-126 a EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU65E6 2X4 OLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10rd NAILS EA END TO TRU55 2X4 5YP STIFFBACK AT ALL UPRIGHTS OVER 4'-10" 1/16" (OSB SHEATHING USE ad NAILS AT 4' oz.. EDGE 4 6' o.c. FIELD 2X6 F-T. PLATE BOLT W/ 1/2'X9 A_B. COMMOM (W/ 2' DIA. WASHERS) g 32' O.C. MAX. I/2' CLG. BOARD TRUSS 24' oz. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d EA. TRUSS R-19 MIN. I-S RESAR CONT. 2X4 SF'F RAT ADJACENT TO DIAGONAL BRACE. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-V TO 60'-0" (3) 'X' BRACE (1 'X' BRACE a GENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) GA5L E ENID CF�OeS 5F,:)AC INe 1= STOGY 2X4 SECURE TO 2X4 5LK W/2-12d SECURE TQ BLK W/ META-16 1-�2X4X4' SECURE TO TRUSS W/ 3-12d 6'-V O.C. MAX TYP. LK SECURE THRU TRUSS W/3-12do G'D TRUSS 24' O.C. MAX 21=O" EXTENSION gi) OFT SERVICE I�R. N.T.S. METAL LATH -I/lb" OSP ORf2X& TEXTURED 1/2' PLYWOOD FINISH W/ 15# FELT (CONT.) 2X4 (CONT.) SIMPSON EXPANSION HETA-16 JOINT CMU'S TEXTURED FINISH TWO STORM' (2) 2X4 *2 ND SYP DIAGONAIL BRACE— W/ 3-12d g EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 NG FIRST 2 BAYS \�! AT SHEATHING NG SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIPFBACK AT ALL UPRIGHTS OVER 4'-10" '1/16' OS13 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/8' X 5 LAG OR SIMPSON HTC-4 is 32" O.C. MAX. SHEATHING NAILING TO BE W-W O.G. IN FIELD 4' O.C.+ALL EDGES W/8d NAILS -1/16 " OSB OR 1/2" PLYWOOD W/ 15# FELT 2X FLOOR J015T --� 2" MIN. OVERLAP SIMPSON 2Xro (CONT.) -2X4 (CONT.) HETA-fro CMU'S ,,—TEXTURE IN S�{RE_J::�LD TWO STORY FIRST FLOOR E3LOCK SECOND FLOOR FRAMING " 15 FELT ON l/16" O.S.B. F3:1 1/2' CLG. BOARD �RL15S 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRRUSS W/ (2) 12d to EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.C. MAX. 2X4 BTM. PLATE iUB-FLOOR MAILED HETA-16' FLR JST TO BLK � \\---FLR TRUSS I-"5 REBAR CONT. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1' TO 60'-0" (3) 'X' 15RAGE (1 'X' BRACE -a GENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) GA5LE ENID CfROSS fRACING 2 =STOfRY BAKERS CROSSING LOT #92 I PHASE #21 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 7/09/03 SCALE: V4101'-01 SHEET It l 3 y - x s 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 2 X 4: MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND IS' W/3/16' TAPCON5 OR DRIVE O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK SIZE.145 2 X 4 (MIN 2 X 3) I-3/16 TAPCON MIN HEAL) SIZE 00 OR DRIVE PIN (MIN SHANK SI 2 X 6 IMIN 2 X 3) 2-3/16 TAPCON MIN EMB DMENt �) MIN HEAD SIZEE ..30300 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH END 4 MIN EMBEDMENT I I/4'J MIN HEAD SIZE 300 15' O.C. MAX. 5PACING. 8' FROM EACH END AND 18' PRECAST HEAPER(MIN) MIN EMBEDMENT 1 1/4') 8" FROM EACH END AND 15' 2 X fo: SECURE TO BLOCK O.G. MAX. MIN 1-1/4' EMBEDMENT O.C. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPGONS OR DRIVE 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON EXISTING 51-K ABV. PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/16 TAPGON OR DRIVE PIN (MIN SHANK SIZE.145 l/4' TEXTURED FINISH MIN HEAD SIZE 300 MIN HEAD SIZE Iro' HIEGHT. MIN HEAD SIZE 300 7/8' TEXTURED FINISH MIN EMBEDMENT 1 1/4') WITHIN 8" OF EACH END 4 MIN EMBEDMENT I I/4') 1 1/ 8' FROM EACH END AND 18' MIN EMBEDMENT 11/4') lll6' OSB SHEATHING la" O.C. MAX. SPACING. O.G. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND IS' 2 X 4 lro' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' IN HIEGHT.) 2 X 8: 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X SOLID BLK'G m ARCH SECURE TO BLOCK -1/2' DRYWALL OR DRIVE PIN (MIN SHANK 6IZE.145 '1/16" 055 SHEATHING 1/4' TEMPERED MA50NITE SECURE W/2-12d EACH END W/2-3/16' TAPGONS OR DRIVE 8' CMU-- I"X4' OR I"X2' P.T. NAILER MIN HEAD SIZE 300 GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFAGTOR'5 SPECS. PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') 2X4 BLOCKS MTL WDW FRAME MIN HEAD SIZE 300 --DOOR CASING 8' FROM EACH END AND 15' MIN EMBEDMENT 1 1/4') O.G. MAX. MIN 1-1/4' EMBEDMENT CMU WALL NOTE: No GAP m WDW FRAME WITHIN 8' OF EACH END 4 18' O.G. MAX. SPACING. NOT AS NEEDED SHITo EXCEED I/4' DOOR JAMS TO PLUMB JAMB ATTACH TO 2 X p0. NOT EXECEp 1/4". ^ � [DETAIL ](o11 AND U N D F. A C �4 UJ,4 \r' D T,4I L CUT,4W A ""r PER MANUFACTOR'S DETAILS. 11 [DoO JAt",-1TO �5 OC 1=1/2 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 (q PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND 18' 7/8' TEXTURED FINISH O.C. MAX. MIN 1-1/4' EMBEpMENT MORE THAN 16' HIEGHT. SECURE 2 X RIP t0 Flt 7/16' 055 SHEATHING 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON W/2-12dS ro'-8' O.C. MAX. IX4 P.T. OR 5/4' X 4' MIN. OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 16'O.C. MAX.(WHEN OVER 16' IN HIEGHT.) SECURE THUR FRAME AND EXTEND 1-1/4' INTO BLOCK MIN HEAD SIZE 300 2 X 4 (WHEN OVER lro' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE MIN EMBEDMENT 1 1/4')Ln2l;E SLl 2 X op BLK'G � ARCH PIN (MIN SHANK SIZE.145 8' FROM EACH ENp AND 18' SECURE W/2-12d EACH END MIN HEAD SIZE 300 1/2" DRYWALL O.C. MAX. MIN 1-1/4' EMBEDMENT 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4") g, CMU - I'X4' OR I'X2' P.T. NAILER 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 MANUFACTCR'S SPECS. REFER TO MANUFACTURING DETAILS FOR SPACING. - 4F OR DRIVE PIN (MIN SHANK 51 MTL WIPW FRAME DOOR CASING MIN HEAD SIZE 300 30 2X4 BLOCKS NOTE: NO GAP m WDW FRAME NOTE: MIN EMBEDMENT 1 1/4") —CMU WALL TO EXCEED 1/4' SHIM AS NEEDED 8' FROM EACH END AND 18' DOOR JAMB TO PLUMB JAMB O.C. MAX. MIN 1-1/4' EMBEDMENT A fP,,C k4UJ,4"� D T,41 L C U T,4Ud,4� DO NOT EXECED 1/4'. AF1 CkUUA`r D T,41 L 1(a I' AND OF DOO1R JAME3 TO 3/4 CfP,, �2/4 DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X:4 16' O.C. MAX. 2X4 16' O.C. MAX. SECURE 2X4 11 TO WOOD W/2-12d m O.G. STAGGERED SECURE 2X4 TO WOOD W/2 -12d m 6'-8' O.G. STAGGERED BT. PLATE St. PLATE SECURE 2X4 W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.145 I III II II h WH AfRGHT MIN HEAP SIZE 300 SECURE 2X4 W/2-3/16" TAPCON S MIN EMBEDMENT 1 1/49 OR DRIVE PIN (MIN SHANK 51ZE.145 WITHIN 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.CMAX. OR "i/16" 0.5.5. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD MIN. 2-12d PER BLK EA. END OR -1/16' 0.5.13. EXTERIORAF,,CHUUA"C UJ/UJ ND CLU BAKERS CROSSING LOT #92 PHASE #2 IIv][ONOLITHIC BLOCK DETAILS NOTES DATE: 7/09/03 SCALE: I/41mI'-0' SHEET 1 OF• 4