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Home My WebLink About306 Appaloosa Ct 03-2624 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS D R Horton 6250 Hazeltine Nat'l Dr #102 Orlando, FL 32822 (407)857-9101 •_._._...._ CBC 0»300 PHONE NUMBER ` PROPERTY OWNER S. ftw�,& ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE d d z r1 cn cn DESIGN CRITERIA: FLORIDA BUILDING CODE (FBC) 2001 • OCCUPANCY - RESIDENTIAL - GROUP R • CONSTRUCTION TYPE - VI • 1-STORY RESIDENCE: BLDG HGT 19' -10" SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME CONSTRUCTION MANUAL • WOOD PRODUCTS PROMOTION COUNCIL • AMERICAN SOCIETY OF CIVIL ENGINEERS 1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 2001 2. SOIL A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH SPECIFICATIONS FOR STRUCTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVELOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR 617, GRADE 40 4. DESIGN LOADS A. IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC) 2001 CHAPTER 16 ROOF LIVE LOADS OF 20 PSF, DEAD LOAD 17 PSF WIND LOADS IN ACCORDANCE WITH FBC, SECTION 1606, 2001 EDITION FOR 120 MPH 3 SEC GUST REGION, INTERIOR PARTITIONS PSF PERPENDICULAR TO WALL FACE (DETERMINATION OF WIND FORCES AS PER FBC, SECTION 1606.1) B. STRUCTUAL LOADS FLOORS @ SLEEPING AREA 30PSF LIVE 10PSF DEAD FLOORS @ NON -SLEEPING AREA-40PSF LIVE 10PSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 1OPSF DEAD STAIRS-40PSF LIVE 10PSF DEAD ROOFS-20PSF LIVE 17PSF DEAD C. BASIC WIND SPEED MPH (M/S)= 120 D. INTERNAL PRESSURE CO-EFFICENT=+ .18 E. BUILDING CATEGORY=B, USE IMPORTANCE FACTOR 1.0 5. LUMBER A. ALL STRUCTURAL LUMBER SHALL BE #2 SYP. ALL STUDS SHALL BE #2 GRADE OR BETTER SPF.(ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY SHALL BE PRESSURE TREATED) 6. TRUSSES A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH FBC 2001 EDITION. TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 7. GARAGE DOOR/ WINDOWS/ DOOR A. ENGINEERED FOR 120 MPH 3 SEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG 1 FOUNDATION PLAN PG 1A DOWEL PLAN PG 113 LINTEL SCHEDULE PG 1 C WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN P G 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 0 090 J 1 www. drhorton. com U"BC055300 6250 Haz4sltincm.. Natianal [Drivcm C>rlancla, FL. 32822 D.R. HORTON HOMES 6250 Hazeltine National Drive Orlando, FL 32822 Tel: (4.07) 857-9101 Fax: (407) 857-9228 • STATE OF FLORIDA PROFESSIONAL ENGINEER: KENNETH ROBERT COYNE PE NO. 53747 A.B. DESIGN GROUP, INC. 1441, CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 • STATE OF FLORIDA PROFESSIONAL ARCHITECT JIM CANTWELL AR 12079 A.B. DESIGN GROUP, INC. 14411 CR. #427 NORTH LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 MUMS k0l"Eliv''M CITY OF SAWOR-0, BAKERS CROSSING LOT #81 PHASE #21 DATE: 6/23/03 SCAT-E: 1/4'=1'-0' SHEET C 1 OP' 5 .JUN 2 4 M5 u BAKERS CROSSING LOT #81 PHASE #21 mm MODEL: 9919 65- R99 F.S./B.C. 99-499 FOUNDATION PLAN DATE: 6/23/03 SCALE: 1/4'=I'-®' SHEET 1 O F 5 JUN 2 4 W, u BAKERS CROSSING LOT #81 PHASE #21 MODEL: 991965- R99 F.S./B.C. 9 9 - 4 " DOWEL PLAN DATE: 6/23/03 SCALE: 1/41=1'-0' SHEET IAOF 5 BAKERS CROSSING LOT #81 PHASE #21 MODEL: 9) 1 ^ 6 5 - R99 F.S./B.C. ^9-499 LINTEL SCHEDULE DATE: 6/23/03 SCAT : 1/41=1'-0' SHEET I R OF 5 u BAKERS CROSSING LOT F H.A.S MODEL: 991965—R" F.S./B.C. 9 - 499 WIND LOAD CALCULATIONS DATE: 6/23/03 Sc AT: 1/4'=1'-0' SHEET I c OF 5 JUN 2 4 2003 ------------------------ --- / 1 I MT.e I - - - - - - - - - - - - - - - - - - --- JL VAULTED CLG ELEV. D, F ONLY ENTRY I � W/11-011I `r SIDELIGH -] (2)-25-SH 41-411 W/1/2 ROUND ASV. 31=411 �—--------- cQ LIVING 1 N j ROOM MT. I m (CARPET) 11 SIDEL GHT I ENTRY I II 1 I (2) 25-51-1 211 4 41-4' 10'-8" 4 _g I� 4' -1o" I I 5'-8" 20'-211 6X6 I I POST I I (3) TYfm. --- — — — — — — — — — — — — — — — u u Ll1 ll ir.� E I l I 1� I ELEV. ,M1 --------------------- 2 r5 - 1\H, — ,----------ri 1 I• )cft I I " II MEDIA RM 1 L 1 I 1°; (2)3-0 0 11'-4" 2'-411 i I� 1 \S� BI-FOLDS ,� I 2- 11 IN I - I� I �,�, 2'-6" -------------- O OPT. P,4N�"R�I' ------------- Q Oi=T. tlED IA R001„1 S Q . FT. CALC S LIVING GARAGE ENTRY FAT[O 19(ol 412 22 54 50, 50. 50. eQ. FT. FT. FT, FT. TOTAL. 2455 eQ. FT. EXTERIOR MASONRY WALL 5RG. HEIGHTS V-4" WALL 5RG. T ELEVATION I'D" 35-SH W/ 54"X21"X19" TRANS. ASV. ELEVATION "E" 36-SH W/ 54"X1611Xc3" TRANS. ASV. ELEVATION "F" (2) 25-514 W/ HALF RND. A5V. ELEVATION "G" (2) 26-SH 401-OII 14'-411 W-4" - 2'-4" 12'-011 , PATIO 9'-011 x 6'-011 8068 S.G.D. 1 WNW173p ------------ EGRESS--�--�—. 25-SH 5'-2" 25-SH BDRM.#4 1= gc,4RPE I I BDRM . 3 Iv! 31-411 GLG. - CCARPET) I_� CIA FAMILY I _I 4 I m `q ROOM I 1 -111 11 -4 9'-4" CLG. I. (CARPET) 12'-9" I'-6" 21 I311 8'-1011 2'-5" --------- 141-211 -------- — " m s "A.pp He;. C8 . 'L'� 5-S I 11 /2 OPT. ATH BDRM.#2 ltll D N LAV. (TILE)-" z g'-4" cLG. - u (CARPET) — —TILE LINE— IR-ISH I INSULATION �----- -------� I I OPT. W.I.C. ARCH OPENING , NOOK II' I� I I c \�� V -4" CLG. , �'Q//FRENCH (TILE) w 0 14'-4" 21_211 --- 9'_/_ 1 ---- _011 /J� 12'-011 N KITCHEN (411-011 Ln Iw I I� Mc OWNER'S }p ® Y r oPT. m ( F-1 l u p-{� SUITE 'V " ® I ISLAND I O I 1 Q= O B cTG — g -4 cLG. `n _ L — ca 0 (TILE) '� (CARPET) N �71 - N 42 "A.F.F. -ca p Q ( �,� 85 AFF. L J RANGE loll _ 2I ,{ II gV3 1 `Y'I 2I_411 o O DINING — — -' ROOM m :1 I � E, '1 44 I" � L 3 0� (CARPET) — — ((� `. 11-011 I _Q11 6" '-�" '- lolllollC I _4 11 ✓ I `4 r---1r— OPT. I I OPT. W. i l D. L--JL--J ART NICHE \ LIVING 1 ROOM 4_0 E31= THIS WALL NOT g'-4" CLG. I FOYER LOAD SRG. (CARPET) LINE OF CLG. ELEV. D, E, F _ 1 9'-4" CLG. ELEV. OF" N (NIE) LINE OF CLG. ELEV. D, F MTLul. 13'-4" CLG. - — — — — — — — — — — — — — — — -- ELEV. D, E, ✓_ - = ENTRY m VAULTED CLG ELEV. D, F ONLY `r W/1'-011 I 4 1 It - 01193 ELEVATION "D Ear 5o"X36 "X3o" TRANS. A5V. ELEVATION "1-" 50"X42 "XIS" TRANS. A5V. ELEVATION "GO 54"X16" TRANS. A5V. 21_61I 21_011 Ilk S!/ 40' - O 11 f—�X-5-411 1 ATTIC 1 L_ ACCESS W/ OPTIONAL PULL DN. STAIRS GARAGE N g' - 4" CLG. UJH. COND.) H.B. OAiRCH a <TCHEN O ARCH a 1=A1-1 L "'r Rl1. ------------� I _011 / K! ------------� O Ofi T. 4RCH 0 =EN 1NC-; G ----------� l I N \ __ N ART NICHE N O is FOYER /------------1 �4 - 1R-1SH 1 INS ------ I I I ------------� O Of=T. C0,4T CLOSET FOYER FLOOR PLAN K/11 20 1/-011 1/2 _ I -o 11 Y/ ` J OPT.ROUNDED CORNER SM. , BAKERS CROSSING LOT #81 PHASE #21 99 MODEL: 99 1965— F.S./B.C. ^9-4); FLOOR PLAN DATE: 6/23/03 SCALE: 1/4121'-0' SHEET 2 OF 5 BAKERS CROSSING LOT #81 PHASE #21 MO DELe 1965— R" F.S./B.C. W-4;) ELEVATION 79 FP) DATE: 6/23/03 SCALE: V4gal '-®' SHEET 3 F of 5 JUN 2 4 kuu 1 u (2)HETA-Io HEADER 5FAN CHAR" SINGLE 5TOR ' AFFL ICAT ION SIZE CLEAR SPAN D5L 2Xo D51- 2X8 D5L 2XIO D5L 2X12 UP TO 5'-4" 5'-4" TO-1'-011 1'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPL I CATION D OWN STA I R5 SIZE CLEAR SPAN D5L 2Xo D5L 2X8 D5L 2XIO D5L 2X12 UP TO 5' -m" 5'-0" TO o'-4" 6'-4" TO S"-m" 8'-0" AND OVER 4X4 PO6T=(2)2X4'6 NAILED WITH 12d o"-S" O.C. STAGGERED 4Xo P06T=(3)2X4'S NAILED WITH 12d o"-S" O.C.,STAGGERED 1 e (2)HETA-1G D5L. TOP PLATE D Igo " O.C. 5. INISH o LL T KNEE WALL DETAIL ARE-ENG'D GA5LE X4 LEDGER 1/2 -12 D e) A,CH UPRIGHT OCRICKET DETAIL TRUSS PLAN * CONNECTORS TO 5E SIl" 1F50N U.N.O. * TRU55 TO 5LG METr4-1(o UJ/12-106XI 1/2 * TRUSS TO WOOD MTS-12 W/14-106XI 1/2 BAKERS CROSSING LOT #81 PHASE #21 MODEL: 9 9 19 6 5- R 9 9 F.S./B.C. 99-4)9 TRUSS PLAN „ F" ACCUSPAN DATE: 6/23/03 SCALE: 1/4' ■ 1'-®' SHEET 4 F or 5 JON 71s 2003 BAKERS CROSSING LOT #81 PHASE #21 m�" MODEL: 99 1 ^ 6 5 - R99 F.S./B.C. 99- 4" ELECTRICAL PLAN DATE: 6/23/03 SCALE: 1/41=1'-0' SHEET 5 or 5 u 1/2 " X 9" A.B. 32 " D.C. _ ro"x�° #1� W.W.M. MIIro" EME3EDMENT WHEN UPLIFT FROM ROOF) ANCHOR BOLT6 AT 3'O.0- � 2" ABV. CONC. a �m CONC. SLAB „ 6 "X6" #10 W.W.M. 4" -• 2 05's CONT. - 4 8" 0 (2) CONT. #5 REBARS i,_4, z I -0 m - GONC. SLAB ? - 0 3 #5'5 CONT, � � 2-#5'S ON CHAIRS INTERIOR) 81=,4RING W,4L.L ' AID GARAGE CURB STOP 1 TYP. WALL SECTION 2 fNTERIOR ��ARINC� WALL 2-STOR�1' ELK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS.NOTE: FOR FLOOR BEARING WALLS 1,000D F�'AM� FOOT INCH DO NOT INSTALL CONNECTORS. CONNECTORS ONLY NEEDED WHEN THERE IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE IS UPLIFT ON WALL 3 1/211 HEAD OF GARAGE 3 1/2" HEAD OF GARAGE I -#5 DOWEL BAR(ONE SIDE SDOWEL BARS SDOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) DIM VARIES 7 5/5" DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. 1 5/5' CURB II °X� ° #lO W.W.M. -I 5/S" CURB II ro "Xro" #10 W.W.M. CUR15 II 6 "X(0 #10 W.W.M. (3) # 5 RODS EA. WAY ON 8" C1"IU 9 ANCHOR BOLTS AT 3 O.G. MIN �" EMBEDMENT � ONLY IF UPLIFT ON WALL MIN #ID W.W.M. II rll CHAIRS (MIN. 3" COVER) MIN 6" EMBEDMENT EXTEND 1 1/2 "X6 " 010 W.W.M. I� RECESS /2" > II c� II _._,_,_. c0 GRADE 411 SLIDING DOOR TRACK 0 C� 2-#5 S ON CHAIRS _ O Lu 0- (3-5'S W/2-STORY) m _ o 0 0 1' - 4" _ SLOPE GONG. 2-#5'S ON CHAIRS m 2 -0„ TO FRONT(1/�"-1/2 0 0 m SINGLE (3-5'S W/2-STORY) SINC�L 2 #5'S ON CHAIRS I -5 3 #5'S ON CHAIRS STOREY STORY 1 1/2° TWO 1 _5 9 1/2 " INSIDE FTC. At GARAGE STEP-UP STORY STORY INSIDE FTG. AT GARAGE STEP-UP � 2-STORY BEARING WALL GARAGE SERVICE/POOL GARAGE CURB C- ARACE CURB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR 1-STORY BEARING WALL DOOR RECESS g �A 1 CONC- SLAB OVER CLEAN, #5 REBAR SET IN 2000 COMPACT TERMITE TREATED I=SI EPDXY 25" MIN. ABV. TOP CORD BLOCKING AT 4' L, (o MIL. V15. VAPOR I SLAB/I'o" MIN. EMBEDMENT O.G. MAX. IN FIRST 2 FRAMING -1 = ro "X/o" #10 W.W.M. SPACES AT EACH END. C�ARAC�E SLAB N � z (01,X(O" 1*10 W.W.M. � II RAFTER OR TRUSS ALL NOTES IN REFERENCE p NAILING SCHECDULE ROOF SHEATHING LAYOUT ROOF SHEATHING U ROOFDIAPHRAM TO FLORI�A BUILDING <t c� 0 0 C AND ENDWAL L BRACING USE 1/16' O.SB. OR 1/2' PLY WITH •S GLN NAILS AT 4' 04, AT COL7E 2001 CURB WALL 8" CONC. DRIVEWAY o o FOR GABLE END FRAMING SUPPORTED PANEL EDGER AND re GUN NAILS AT b' OC. AT � GARAGE I TYP. RETROFIT FOR ALL � INTERMEDIATE SUPPORTS. ALSO WE DETAIL. BE POUND 3 #5 5 CONT. Z Rom BHE,A�tH� G� � B ;END FRAME 1'_5 3° MIN. COVER OMITTED FOUNDATION DOWELS Q SITE PLAN NOTES IA EXTERIOR SHEATH"JG USE 1/16. OS.B. OR 1/2' PLY WITH 08 CAN NAILS AT 6' O.C. AT V V m PANEL SIDES AND 'B CAN NAILS 4' O.C. TOP 4 BOTTOM GARAGE DOOR Lll PANEL AND 'SGUN NAILS AT 6. OZ. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS' ABOVE p BUILDING LENGTH INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. CROWN OF FRONTAGE ROAD OR AS NOTED ON PLANS. 1 DI ENIN NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERWISE NOTED, THI6 BUILDING 16 NOT INTENDED TO BE 2 -.STORY FOOTING FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION 1NAIL REQUIREMENTS ABV. 10.5' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION 3 OF FINISH FLOOR SLAB WITH SIGNED AND.SEALED SURVEY` _ F SITE F HEAD I LENGHT I DIA. TEN61L STR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL. Cvi)kn, Kt= -;U-AlIUl`LU AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. C.] N AI 6d IROUNDj-IODIFIED OR T 17/8' 1 .113 110,o00 10d 2 I/8' 128 I10000 _ w POURED LENTIL CONT. /TYP) l 2X WALL FRAMING ., (3) 1/2"XS" ANCHOR BOLTS 8" CMU FILLED ` 'e'' or (3) I/2 "XS" J -BOLT5 CELL (TYP-) , P -' MIN. (o" EMBEDMENT W/ 2"X2"X1/5 WASHER AND NUT SPACED EVENLY FROM EXT. FRAME WALL TO BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE4. RETROFIT) II II TO BE II }� ' ✓ REBAR II II = _ _ _ _ _ 25" MIN. TYP. REBAR LAP s CORNERS II II II (I II II II II OUTSIDE BAR II II II CONTINUOUS LAP _ (1 1-1 ,� Ll z @ 0 CSC - # `Q #Sd GUN NAILS @4" O.G. # 891 GUN NAILS TOP BOTTOM EDGES /w '� /o" O.C. IN FIELD W , tt @ Cn V^ _ j !-1 -� _ - lu : z U Q _ L z Z z 0 z - = ' ` U (� O #y- j I I I/� IP, EXTERIOR OI\ �1'"1AT1� II`1C� `Q ATTACHMENT EOiR ROOF SHEATHING NOTE: WHEN CLUED TO ROOF MEMBEfR NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLENAIL 4 TOOL ASSOCIATION GENERAL NOTES I. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DE61NG CRITERIA: I. BUILDING COPE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 2. FLORIDA BUILDING CODE 2001 4. WIND MPORTANCED SPEEDS 2FAC OR MD SPEED MAP) 5. WIND EXPOSURE 'B• 6. INTERNAL PRESSURE CO-EFFIGIETNl +IS TPRU -18 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 3113 AND WITH SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS G. REINFORCING BARS SHALL CONFORM 70 A51M A615 A616 OR 61t, GRADE 40 DESIGN LOADS A IN ACCORDANCE WITH PLoRfpA BUILDING CODE 2001 CHAPTER Ira ROOF LIVE LOADS OF 20 P5F _ �w.�w.,-,.�, ,�,_r,,,.,., �ry „� F," CODES, REGULATIONS AND RESTRIGfIONs HAVING JURISpICTfays ANp AS SELECTED BY BUILDER RK O BE 6) PEFiMlI IED SEPARASWIMMING POOL, TE YPBY ENGINEERED SHOP RA, AND ASSOCIATED WO IS G5. PLUMBING NOTES 1) SANITARY LINES AS APPROVED BY SHALL OFFIGALOR PVC (SCHEDULE 40) HE BUILDING CAST 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. 5) MAXIMUM M FLOW OF (3) ER HEADS TO HAVETROL DEVICE TO GIVE HREE GALLONS PER MINUTE EACH. 6) HOSE BIBS TO BE PROVIDED WITH 15ACKFLOW PREVENTER. 7) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA 5) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. GROUTED z B / II - Q II E DGE L+ $ 10 11 - 12 II IN IE I L D KJ CJ `i SC/ l� 5. LUMBER S) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BOND BEAM 2 -#5's REBAR Q I STORY A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRAPE SPF. (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SOP DRAWINGS. PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' TIE TO HORZ. BARS Lu 3-#5's REBAR a 2 STORY SHALL BE PRESSURE TREATED) RISER DIAGRAMS AMC) PLAN LOCATIONS TO OWNER 5" MIN. EMBEDMENT N O I I I TYF. EXTERIOR SHEATHING ATTACHMENT 6. TRUSSES A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUTS FLUSH WITH GRADE. � U FOR SHEAiz AND UPLIFTTRUSS FLORIDA BUILDING CODE 2001 TTRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL IU NO VENT SLACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, HORZ. REINFORCING • VERT. RE IMF. (O.65. TO BE STRUCTURAL GRADE PRIOR TO FABRICATION. 1. RIDGES. (o " NOOK IA IN GROUTED CONNECTORS FROM PLATE T D STUD TO PLATE GARAGE DOOR A. ENGINEERED FOR 120 MPH WIND 03 SEC, GUST. 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA PLMBING CODE CURRENT EDITION. CELL ARE NOT REQUIRED EXCEPT AT OPEN ING5 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL GONFCIRM to FLORIDA BUILDING CODE B. ASPHALT SHINGLES 2001. ' #8d GUN NAILS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 Ncn 12 " O.C. I N F I E L D B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE AVIM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 15) ALL WATER CLOSETS SHALL BE WATER SAYING 1.6 GALLON FLUSH TYPE FO U N E:>ATI O N NOTES ' GLEANOLIT l'� I. FOUNDATION DESIGN BASED ON 2000 P.S.F. MIN. ALLOWABLE BEARING BLOCK NOTES N ?REQ'D a • , FOR GROUT LIFT ' f a �-• , V ' s , '• ul PRESSURE. WITH ACI 301 AND I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONARY IN ACCORDANCE WITH ASTM C90 AND Ci45 AND SHALL -•,-• > 5 FT. 1 I* ILE�� U V o e POURED LENTIL 'Q 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE SHOP DRAWINGS WITH ACI 315. SHOP DRAWINGS SHALL BE SUBMITTED HAVE A NET AREA COMMPRESSIVE StRENGHT OF 1900 PSI. HORZ. REINFORCING Z j� FOOTING DWL IS O'' CONT. (TYP) Z U MORTAR TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR. I. MORTAR SHALL BE TYPE N IN ACCORDANCE WITH A&TM C210. u �DOI/ 1� } NOT REQ1 D, ,;e 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: t�l O a �% PRE -CAST MDR. SIDES: �3 = AGGREGATE 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: B. ASTMA36 FOR ASTM A82 FOR JPLLA7 , HEADED AND B TT AND BAR ANNCHOOR& U ., ., 2X(o GARAGE DOOR BUCK W/ "XS" � @ BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. C. ASTM A366 FOR SHEET METAL ANCHOR'S AND TIES. o •'be (3) I/2 ANCHOR BOLTS C3) 1/2 "XS" J # TYP. FLOOR DECKING 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL K BE S DOWEL BAR5 W/ A b" HOOK. PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT CORROSION SHALL BE STAINLESS STEEL OR DIPPED GALVANIZIZ SALTED MEETING THE or -BOLTS ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS t0 REQUIREMENTS OF ASTM A90. % 6" EMBEDMENT M1N. ATTAGNFENT TO FLOOP JOIST M HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. MASONRY WORK, GENERAL: �" CMU FILLED e W/ 2 ", �(`2 "X1/8 WASHER AND EA. 5H4EET TO BE GLUED AT ALL 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH 81DE OF ALL WOOD AND SHALL 1/2'x8' W/ 2'x2'xl/V I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FULL WIDTH OF FACE &HELLS. MORTAR JOINTS FOR SOLID MASONRY NUT SPACED EVENLY FROM FRAME SHEAR WALL OPENINGS BE DELL CTYP.) "� FLOOR TO GARAGE ODOR HDfi�. �+ EXPOS�PDJ 1"'� IO I �T ED J AT 3' O.C. STARTING AT 8' OFF EACH CORNER MASONRY UNITS SHALL BE PULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/5' THICK ' IN JOINTS PRIOR TO FILLING. 1. DE51GN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS 6HALL BE RUNNING OR STACK BOND CONSTRUCTION. WHEN UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 MASONARY 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 16' O.G. DOOR HEADER W/(1) 8. FOOTING REINFORCING SHALL BE 2-+'S REBARS 1-STORY, 30-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: 1. REINFORCING STEEL SHALL BE No. 5 BARS. (1) 1/2 "XS" ANCHOR BOLTS CORNER5. USE COMER BAR5 OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". or (1) 1/2 XS J -BOLTS MINIMUM OF 25. 4. REINFORCING STEEL SHALL BE MINIMUM GRAPE D IDENTIFIED (o EMBEDMENT S. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, Ablb, A61T, OR 1 6. W/ 2 "X2 "XI/5 WASHER AND NUT FINISH GRADE 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE BAKERS 'ROSSINC SOT #81 PHASE #2 MONOLITHIC BLOCK DETAILS NOTES Iq DATE: 6/23/03 SCAT 1914-01' SHEET D 1 OF 4 JU L `t s MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO a'-O. 4'-11 1/2' -1'-11 1/2 AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 3 2X4 SUB -BAND HURRICANE STRAPS CHASE GROVE5,WAVERLEE WOODS 2X4 SUB -BAND 2X4 SUB -BAND FEILD STREAM CHASE GROVE5,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4' BLOCKING 2X6 SUB -BAND FEILD STREAM FOR CONNECTOR) FEILD STREAM 2X6 SUB -BAND a 2X6 SUB -BAND FIRST TWO RAYS METAL LATH LAKE KEHoE,CYPRESS HEAD 4'-0" O.C. MAX ALOMA WOODS LAKE KEHOE,CYPRESS HEAD --.f 1�00F TRUSSES LAKE KEHOE,CYPRE56 HEAP WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 24' O.G. WRAPPED/ALUM FINISHED FASCIA OVER "15 FELT OVER 1/16" OSB OR -1/0" TEXTURED 7/16" OSB SHEATHING 1/2" PLYWOOD FINISH ASPHALT SHINGLES . METAL DRIP EDGE +�- (— OR 1/2" PLY. W/ 15# FELL OVER #15 FELT R-19 INSULATION J -i/16" OSB. SHEATHING FIBERGLASS SHINGLES __ R-19 INSULATION OR 1/2" PLY ON #15 FELT OVER I llll, 3/4" T 4 G PLYWOOD 2X4(GONT.) 1/16 05B. SHEATHING TO BE GLUED HURRICANE STRAPS SEE TRUSS ENG. -4— ROOF TRUSSES a (SEE TRUSS PLAN METAL DRIP EDGE FOR PROPER 24" O.C. 4 NAILED FOR CONNECTOR) 1/2" CLG. BOARD � TEXT. METAL DRIP EDGE 2X4 DOUBLE PLATE (TYPJ 2X4 SPF 5TIFF5ACK AT BRACING O C15 CONT.LL UPRIGHTS OVER 4'-10" HETA-16 ALUM. FINISHED VENTED SOFFIT LINTELSTRAP 71 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. -f/a" TEXTURED FINISH 5" LINTEL BLOCK FILLED 0 0 1/2" DRYWALL ALUM. WINDOW OVER #15 FELT OVER SEE FLRJELEV FOR DES. WOOD BASE (TYP.) 1/16" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED 71/8"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD /--- FINISH PRE -CAST LINTEL FELT BARRIER OVER GLUED 4 NAILED OR I/2" PLY. ALUM. WINDOW 1/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4° FLOOR JOIST/FLOOR TRUSS 2!< PLATE SECURE FROM 2�d FLR. LINE) SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD 4 TEXT. �� ' FOR JOIST TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYPJ PRE -CAST SILL — 1/2' DRYWALL 2X4 RE-FORGEMENT (CONT.) OR MSTA-24 24" O.C. MAX 2X4 NAILER (CONT.) a" CMU R-4.2 INSULATION O (1 J CONT. FOR TRUSSHIZEAN 1X2 F.T. FURRING STRIPS HETA-16 1X2 FURRING STRIPS �� B AND [DETAIL FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4" WOOD RASE u 1/2" DRYWALL SEE FLRJELEV FOR DES. SILL a LINTEL BLOCK FILLED -i/16' OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER a c� FELT LTBARRIER PRE -FAB TRUSS Q ALUM. WINDOW FLOOR JOIST/ 6"X6" #10 W.W.M. SEE FLR./ELEV FOR DES. SILL FLOOR TRUSS 1/2" CLG. BOARD TEXT. OR FIBER MESH SEE FRAME PLANS SP-4 32" O.G. STUD—� 2X4 DBL. TOP PLATE o REINFORCEMENT " FOR JOIST TYPE 1X ° DRY. TO PRE -CAST SILL GONG SLAB OVER GLEAN HETA-16"a 32" O. C. MAX 1/2 CLG. BOARD 4 TEXT �, COMPACT,TERMITE TREATED to (1)"5 CONT. z w SOIL OVER 6 MIL VIS. VAPOR 2X4 WOOD STUDS 0} Y OO #5 CONT. 8 CMU BARRIER,W/6X6 #10 WWM S LINTEL BLOCK 1X2 FURRING STRIPS„1 -4\_2(FILLED) 2X4 CONT. STRESS �I� O.C. U ccl U - TEXTURED FINISH 1/4° u I D — o 0 1/2" DRYWALL BLOCKING MID -WALL WOOBASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE -4 32" O.C. e STUD SP 1/2"X9" A.B. 32" O.G. ALUM. WINDOW 6" EMBEDMENT z fx SEE FLR./ELEV FOR DES. IUJNEN UPLIFT) T'I'P. WALL SECTION � � BILL BL< 1= STOR"*r ° ° 6 "X6" PRE -CAST SILL 010 W.W.M. _ WOOD BASE (TYP.) CONC. SLAB z 4 4 — z w3 S's CONT OR FIBER MESH CONC. SLAB 2 S'5 CONT. w 2 w RE INFORCEMENT 1' -4" m }y} 0 m 0 1'-8" a" cMU 6 MIL V15 I - STORE TEXTURED FINISH 1/4" VAPOR BARRIER INTERIOR BEARING WALL ASPHALT SHINGLES OVER TAP. WALL SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY #15 FELT ON -i/16 O.S.B. 2 "X4" BLOCKING 2 O p - E--� DO NOT INSTALL CONNECTORS. � SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - 5TOR,1':M 4'-0" O.G. MAX 6"X6" #10 W.W.M. 2X4 DBL TOP PLATE METAL DRIP EDGE O OR FIBER MESH 2X4 51,15-5AND 'a REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS 1K 2X6 SUB -BAND - (SEE TRUSS PLAN) } z w LAKE KEHOE,CYPREBS HEAD BRACING = 0 Y O (3) 05's CONT. ALOMA WOODS ROOF TRUSSES DBL. TOP PLATE `�' U m U WRAPPED/ALUM FINISHED FASCIA " WALL ENG. GABLE TRUSS R-19 INSULATION CRIPPLE STUDS FIRST FLOOR BLOCK 1/2" DRY 24O.C. 2X4 SPF STIFFBACK At J SECONID FLOOf<' FfiZ,4M -1/16" O.S. ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SIZE) �/S" TEXTURED FINISH � HEADER (SEE PLANS) OVER 150 FELT OVER 1/2" CLG. BOARD 4 TEXT. PRE -FAB TRUSS 2X4 PT. 2 X4 NAILER CONT, 1/2 CLG. BOARD 4 TEXT. TEXTURED FINISH -i/16" O.B.B. SHEATHING �� L Bt. PLATE OR I/2° PLY. (2) LAYERS i/16 SP-4 32" O.G. STUD 2X4 DE3L. TOP PLATE ON GAOvER tEVAK 1/2 X 9 A.B D O.S.B.SECURE EA, LAYER OF #15 FELT MIN. 6 EMBEDMENT 2x4 P.T. PLATE W/ o W/2 Sd,s S"-12" O.C. -■►- HDR. STUD(S)/JACK(S) 1/2 DRYWALL ;• 2 DIA. WASHER 1/2"X9" ANCHOR BOLTS MAX. 2X4 WOOD STUDS �#52REBAR CONT. MIN. 6" EMBEDMENT I/2" X 9" AB OR J-BOLT LBTA 12 STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS '�lro" O.G. W/2 DIA. AT 32 O. G. 32" O.C.MAX KING STUD(S) SP-4 BLOCKING I„IID-WALL •ti+ r,�. SECURE TRUSS TO 2X6 W/ TOP 4 BOTTOM) 12d 1@ 6"-8" CONC. FILLED LINTEL 3/4" TG SUBFLOOR PLYWOOD TO TRUSS NAILING; BLK. REINF. WITH 0/05 ROD GLUED 4 NAILED 4" O. C. ,@ EDGE 6" O. G. e IN FEILD all CMU FLR. JST. SIZE SEE FRAI' IE PLAN TEXTURE FINISH IX2 P.T. FURRING STRIPS SHEATHING OVER 2X4' •' ' R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR, STUD TO 1/2" CLG. BOARD 4 TEXT. 16t FLR. STUD 2X4 DBL. TOP PLATE uJOODRAI„C TO BL>~G. 1/2" DRYWALL — — — -IT - — - — — - - -I 1''ISTA-3( 32" O.C. 1/2" DRYWALL 2X4 WOOD STUDS 2X4 CONT. STRESS �lro" O.C. WOOD BASE I I I I I I BLOCKING MID -WALL II II I I I I I � NAIL PER SCHEDULE/ 2X4 PT. PLATE 0 w ... I I I I I BOLT PER FNp. PLAN SP-4 32 O.C. a STUD 1/2 X9 A.B. 32„ O.C. (� I I I I I MIN. 6" EMBEDMENT z� �z - nc � 6"X6" 010 W.W.M. CONC. SLAB „ „ 2X5 RIDGE w Q- 0 4 y 2X4 COLLAR TIE O} 0 REINFORCEMENT T�I'P EXTERIOR OF'ENINCz IN FRAI" CE 3 #5 s CONT. 1 -g = EVERY OTHER RAFTER ILIL I;}I Z } 4 2X6 RAFTE OttL w `v 0 no } 2 #5 CONT. ^ � m Ti'P. WALL SECTION 2 -STORE' 2-126 EVERY TRUSS 3-12d RAFTE INTERIOR BEARING WALL 1X6 NAILER 3_12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1Xa NAILER 1 OR I/2" PLY. 2-12d EVERY TRU BL< I-SToR (GABLE) WALL AND HEADER CONS, FRA1„CING; DETAfL=/V _E�r` STUD REQU•f R I'**1E 1T& JUN 2 q zooj BAKERS 'ROSSINC SOT #8] PHASE #2 MONOLITHIC BLOCK DETAILS & NOTES DATE: 6/23/03 SIC AT 1/4141-01 SHEET D 2 or 4 u # IOOO UFL ITT S IMPSOM MTS-12 W/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)SIMiPSOM MT5-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/1 lmd TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 'RUBS FINISH g LANDING 3 BOND BEAM TRUSS ANCHOR 1)ETA1L=fRETfR0F1T S" MIN. LESS THAN 10' REQUIRES P NOSING DBL 2X12 - FLOOR JOIST WITH 4 1&0 COMMONS NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FBG 2001 2R+IT=24'-25' 3/1(' MAX. VARIATION IN RISERS/TREADS 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 GRASPAI31 L I TY WINDERS- MIN. 6' WIDE g NARROW END MIN. 11' WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF 15OX DBL. TOP PLATE - zxa sruD --1-1 l/16' OR 15/32' 0.6.i3. W/l/S' TEXTURED FINISHED OVER GALVINIZED METAL PAPER HACK LATH SIMP50N 14-5 (MIN-) 2X4 TO TRUSS PRE. ENG. TRUSS 2X4 BTM. PLATE 3/4" PLYWOOD 2X12 TREAD CUT To FIT ,— 1X8 RISER LESS THAN 4" TYP. II II 11 BETWEEN SPINDLES SP4 OR H-5 TOP PLATE TO STUDS 2'-O' A5V. 10'-O' LEVEL TO ROOF e OR 2'-O' ABV. HIGHEST RIDGE WITHIN 2'-0' 101-011 FRAMED CRICKET HANL 1/2" C IX P NOSING TYP. A c<1 � r STAIfR S CTICN rDTAILS PRE. ENG. TRUE 1X2 PT.TOP OF DBL. TOP PLA' 1/16' OR 15/32' W/1/8' TEXTURE FINISHED OVER GALVINIXED ME PAPER BACK 1 C�411 INE'� 1DETAILS CRICKET SIMPSON 1-4-5 (MIN.) s 2X4 TO TRUSS SECTION FLAN VIEW FROM TRU86 DBL. PLA7E5 A5V. 3G " MIN. FINISH STAID UJIND fR DETAIL ASPHALT SHINGLES OVER * 15 FELT ON 1/16' O.S.B. — n (2) 2X4 *2 ND SYP DIAGONAIL BRACE / W/ 3-12d m EA TRUSS l DIAGONAIL 5RACE f/ TO COVER 5-TRU55E5 2x4 BLOCKING FIRST 2 BAYS 2)NLS EN(106AIEA p TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 7/16' OSp SHEATHING USE Sd NAILS AT 4' OZ. EDGE 4 G " OZ. FIELD 2X6 Pt. PLATE BOLT W/ 1/2'X9 A.S. MM (W/ 2' DIA. WASHERS) a 32' O.G. MAX. 1/2' CLG. BOARD FRUS5'4' 0.0. NAI CONT. RAT RUN TO INSULATION TR SS W/ (2) 12d m EA. TRUSS R-19 MIN. 1-05 REBAR CONY. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0" TO 30'-0" (1) 'X' BRAGE 30'-1" TO 60'-O" (3) 'X' BRAGE (1 'X' BRACE -8 CENTER) (2 'X' BRAGE DIVIDED EQUALY FROM GENTER TO END) eAElLE ENE) CROSS AC INC; 1= 5 T 0 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TQ BLK W/ META-I6 '�-1-2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.G. MAX TYP- 2x4 BLK SECURE THRU TRUSS 111/3-12de PER ENG'D TRUSS 24' O.C. MAX 2'-0" EXTENSION 0f=1T SEfRvICE D%', N.T.S. METAL LATH 1/16" OSB OR TEXTURED 1/16" 05E3 OR 1/2" PLYWOOD FINISH 1/2' PLYWOOD W/ 150 FELT W/ 150 FELT SIMPSON HETA-16 2X6 (CONY.) 2X(o (GONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) N EXPANSION 2" MIN. JOINT OVERLAP CAULK GMU'S SIMPSON HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO 6TOR)' TWO 5TOR1" (2) 2X4 "2 ND SYP DIAGONAIL BRACE— W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE8 2X4 E3LOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 106 NAILS EA END To TRUSS 2X4 SYP STIFFBACK" AT ALL UPRIGHTS OVER 4'-10" l/16' OSB SHEATHING USE ad NAILS AT 4' c.c. EDGE 4 6' o_c. FIELD 2X4 W/ 3/9" X 5 LAG OR SIMPSON HTC-4 O 32' O.C. MAX SHEATHING NAILING TO BE 6"-S' O.C. IN FIELD 4' O.G.GALL EDGES W/Sd NAILS FIRST FLOOR BLOCK SECOND FLOOR FRAMING +' 15 FELT ON 1/16' O.S$. M. 1/2' CLG. BOARD CO" MOM TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d a EA. TRUSS R-19 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. D5L TOP PLATE -2X4 STUD 16' O.C. MAX. -2X4 BTM. PLATE 5U5-FLOOR NAILED HETA-16' FLR JST TO B� FLR TRUSS 1-05 REBAR CONT. 0'-0" TO 30'-0" (1) 'X' BRACE 30'-1' TO ro0'-0n (3) 'X' BRACE (1 'X' BRACE -w CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) GzA L E ENS CROSS 5fP,,AC INS 2 - 5`T0�� BAKERS CROSSING LOT #81 PHASE #2 MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 6/23/03 StCAT: V4'■1'-0' SHEET D 3 OF 4 f` r 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 1/41) 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 SIZE.145 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK 5IZE.145 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8' OF EACH ENE) 4 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE .300 15' O.C. MAX. SPACING. 8' FROM EACH END AND 15' PRECAST HEApERfMIN) 8' FROM EACH ENDMIN AND I EMBEDMENT 1 1/4') 2 X 6: O.G. MAX. MIN 1-1/4' EMBEDMENT SECURE TO BLOCK 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 tij EXISTING 15LK ABV. PIN (MIN SHANK 5IZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 r LESS THAN OR DRIVE PIN (MIN SHANK SIZE.145 I/4' TEXTURED FINISH MIN HEAD SIZE .300 MIN HEAD SIZE 300 7/8' TEXTURED FINISH MIN EMBEDMENT 1 1/4') MIN EMBEDMENT 1 1/4') 16 HIEGHT, MIN HEAD SIZE .300 WITHIN 8 OF EACH END 4 8' FROM EACH END AND 18' MIN EMBEDMENT 1 1/4') �/16' OSB SHEATHING IS" O.G. MAX. SPACING. O.C. MAX. MIN 1-1/4" EMBEDMENT 8' FROM EACH END AND 18' 2 X 4 16" O.G. 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 im ARCH SECURE t0 BLOCK 1/2' DRYWALL OR DRIVE PIN (MIN SHANK SIZE.145 -1/16' OSB SHEATHING 1/4' TEMPERED MA60NITE SECURE W/2-12d EACH END W/2-3/16' TAPCONS OR DRIVE a' CMU MIN HEAP SIZE 300 GLUE 4 NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFAGTOR'S SPECS. PIN (MIN SHANK 5IZE.145 1"X4" OR 1"X2' P.T. NAILER MIN EMBEDMENT 1 1/4') 2X4 BLOCKS MTL WDW FRAME MIN HEAD SIZE 300 --DOOR CASING 8' FROM EACH END AND 18' CMU WALL WITHIN 8' EMBEDMENT EACH END/4') NOTE: O.G. MAX. MIN 1- 1/4' EMBEDMENT -NOTE: NO GAP a WDW FRAME IS' O.G. MAX. SPACING. SHIM AS NEEDED TO EXCEED 1/4' DOOR JAMB TO PLUMB JAMB ATTACH TO 2 X DO NOT EXEEED 1/4". [DETAIL T AjL l ` AND D U� I�l � �. � � � � � � � � � � � � � � � � � � PER MANUFAGTOR'S DETAILS. j� I fedII �I �l I � rD o (oJ A�1 5 TO 5O C< 1=1 /_211 � 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 5IZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND 18" "f/8' TEXTURED FINISH MORE THAN O.C. MAX. MIN 1-1/4" EMBEDMENT SECURE 2 X RIP TO FIT 16" HIEGHT. W/2-1265 6'-8" O.C. MAX. 7/16' OSB SHEATHING 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON IX4 P.T. OR 5/4' X 4' MIN. OR DRIVE PIN (MIN SHANK 81ZIE.145 2 X 4 16' O.G. MAX.(WHEN OVER 16' IN HIEGHT. SECURE THUR FRAME AND EXTEND 1-1/4' INTO BLOCK MIN HEAD SIRE 300 2 X 4 (WHEN OVER 16' IN HIEGHT. W/3/16' TAPCONS OR DRIVE MIN EMBEDMENT 1 1/4'1 2 X SOLID BLK'G ARCH PIN (MIN SHANK SIZE.145 8' FROM EACH END AND IS' MIN HEAD SIZE 300 O.C. MAX. MIN 1-1/4' EMBEDMENT SECURE W/2-12d EACH END 1/2" DRYWALL 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/4") 8 CMU - I'X4' OR 1'X2' P.T. NAILER 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 W6' O.C. MAX.(WHEN OVER 16" IN HIEGHT.) ATTACHMENT PER MANUFACTOR'S SPEG'S. REFER TO MANUFACTURING MTL WDW FRAME DETAILS FOR SPACING. OR DRIVE PIN (MIN SHANK SIZE.145 2X4 BLOCKS +NOTE MIN HEAD SIZE 300 : NO GAP 9 WDW FRAME DOOR CASING MIN EMBEDMENT I I/4') �— CMU WALL TO EXCEED 1/4" S�M AS NEEDED S' FROM EACH END AND 18" DOOR JAMB TO PLUMB JAMB O.G. MAX. MIN 1-1/4" EMBEpMENT � � � � � � � � � r � � � $ � � � � DO NOT EXECED 1/4'. A�CHLUA� D TA I � 1(oll 14ND UE (:E3 DBL. TOP PLATE B DBL. TOP PLATE DBL. TOP PLATE ID15 TOP PLATE 2X4 16" O.C. MAX. 2X4 16' O.C. MAX. SECURE 2X4 TO WOOD W/2-12d �+ 6 -8 O.C. STAGGERED SECURE 2X4 TO WOOD W/2-126 9 BT. PLATE 6'-8" O.C. STAGGERED BT. PLATE SECURE 2X4 W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 I I I SECURE 2X4 W/2-3/16" TAPCONS AfRGl-41. AT' MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 5IZE.145 WITHIN 8' OF EACH END NOT TO MIN HEAP SIZE 300 EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN S" OF EACH END NOT TO MIN. 2-12d PER BLK. EA. ENE) I/2' PLYWOODEXCEED 18' O.GMAX. OR 1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD MIN. 2-12d PER BLK EA. END OR 7/l6' O.S.B. XT 1Rf O AfRCHLUA� UJAUINIDOLU ><T 1Rf CfR AFRCHUJA4"'C JUN 4 2003 BAKERS CROSSING LOT #81 PHASE #2 MONOLITHIC BLOCK DETAILS NOTES DATE: 6/23/03 SCALE: 1/41=1'-0' :SHEET D40F 4