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Home My WebLink About332 Lusitano Way 04-29 New SFHPERMIT ADDRESS SUBDIVISION cn CONTRACTOR PERMIT # ® �, " DATE `� ®.7 LP ADDRESS D R Horton PERMIT DESCRIPTION 6250 Hazeltine Nat'l Dr #102 - - - - - Orlando, FL 32822 PERMIT VALUATION CBC 055300 A PHONE NUMBER — SQUARE FOOTAGE PROPERTY OWNER ADDRESS PHONE NUMBER 6 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MI SCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEE 1 M DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 • 0 C CUPANCY - RESIDENTIAL - GROUP R • CONSTRUCTION TYPE- VI • 2-STORY RESIDENCE: BLDG HGT 23' -6" SPECIFIC PARAMETERS FROM F13C 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 REQUIREMENT'S 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 3OPSF UVE_._.10PSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 10PSF DEAD BALCONIES-40PSF LIVE 1OPSF DEAD DECKS-40PSF LIVE 10PSF DEAD STAIRS-40PSF LIVE 10PSF-DEAAD 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 31 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 FOUNDIATION/DOWEL PLAN PG 1A LINTEL SCHEDULE PG 1 B WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3 2ND FLOOR PLAN PG 4A ELEVAT'ION "A" FRONT/REAR PG 4B ELEVATION "B" FRONT/REAR PG 4C ELEVATION "C" FRONT/REAR PG 4D ELEVAT'ION ::D': FRONT/REAR PG 5A ELEVATION "ALEFT IGHT PG 5B ELEVATION "B" LEFT/RIGHT PG 5C ELEVATION "C" LEFT/RIGHT PG 5D ELEVATION "D" LEFT/RIGHT PG 6A TRUSS PLAN PG 6B TRUSS PLAN PG 6C TRUSS PLAN PG 6D TRUSS PLAN PG 7 ELECTRICAL PLAN PG 7A ELECTRICAL PLAN PG 7B OPT COVERED PORCH I www. drhorton. com CBC055300 6250 Hazeltine National Drive Orlando, F=L. 32822 Tel- (407) 857-9101 Pax (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 j .J ifyO �s�1 lot BAKERS CROSSING LOT #93 PHASE #2 /L: '7/03/03 E: 1/4'=1'-0' SHEET1 O F 7 T, A _ 4'-3" 9'-0II 3 1/2" TH< 0- 4 1/2" I - CONC. SLAB O 0 I _I=31/2" II D1 D, 3O' - 4 II ■ CENTER OF Q 2X4 WALL I UO U"�0Q-'n� LL zpOw F-Q� � X -ly IL Q am o ■ 4'-0" 2'-111 1 3 1/2" THK. CONC. SLAB W/ OPT. DOOR ►wc. 13 RECESS 3/4" 4 � I EXTEND SLAB > ,' N 0 1-1/2" W/OPT.DR.;,�;' 3 -10 51-1011 CENTER OF RECES 2X4 WALL 3 1/2" \'sHWRy TUB O'-O" ELEV. FIN. CONC. SLAB I > III-oil23I 13'-9" I U LU f -1 .CENTER OF I I I Q 2XC WALL I " , _ __ Q > >Q ■ L , ; WC. i I I I / U �7 ------- ------- I z `y 0 -V 1'-CHASE FOR Z OPT. ISLAND :-. �� ® C Q0- U — OPT T'r'P. w U U �t - I t� I OPT. I I OPII' " 4 PVC. Y Q ELT I W D• I ( CHASE I CD RANGE f L - - 4'-II" 2'-44 L - - J i LW ly- Lu EXTEND j `COND� U I SAB I'I /2 3 1/2" JJ I cn co X z U = O 9)z� D 1 5 I OPT. -I — U I D = 2O'-8" �O 3,a2, DI 16'-2" 0 " - ■ RECESS 3/4" 4ca I m ( m - = _� EXTEND SLAB — — N '- 1-1/2' W/OPT I � I I I DOOR. _ z �- co L-1f E EV. "C" VD" ONLY 24X24 CONG. PAL,)= ■ �ca0 I u 52 "X24"X12 " I W/ 3*5's E.W. SA > z O ■ CONC. PAD L W/3-05 CONT. Lu Dl m 0 CON GHAIRS) MIN. 3" COVER ( `� TYP. r - ■ ■ I B 1 1/2 "X5" A.B. EXTEND �O p, DI 32 O.C. SLAB I I/2" N CTYP) I p1 DI,�I -4 1/2" I 24"X24"X12" 1/,2" THK. CONC- PAD W/ CONC-SLAB 3 #5'S E.W. MIN 3" COVER1'-4" 13'-4" FOUNDATION PLAN / TUB i r I \`—————— — — — — —- OOPT. OWNR.'S BATH Ilk A --------------------— ELEVATION C TYP. ■ I B 1 I/2 "X5" A.B. EXTEND I 32" O C SLAB 1 1/2' J D1 DI (TYP) ■ ■ ■ ■ ■ 3 1/2 3 1/2' THK. ONC. SLAB 2 X X CONC, PAD W/ 3 #5'5 E.W. MIN 3" COVER 22'-4" / --------------- n -7 I ' II JUL 1 1 803 BAKERS CROSSING LOT #93 PHASE #21 MODEL: 792879-R BLOCK 9'4"BRG. FOUNDATION DOWEL P LAN DATE: 7/03/03 SCALE: V41ml'-0' SHEET 1 OF 7 TUB i r I \`—————— — — — — —- OOPT. OWNR.'S BATH Ilk A --------------------— ELEVATION C TYP. ■ I B 1 I/2 "X5" A.B. EXTEND I 32" O C SLAB 1 1/2' J D1 DI (TYP) ■ ■ ■ ■ ■ 3 1/2 3 1/2' THK. ONC. SLAB 2 X X CONC, PAD W/ 3 #5'5 E.W. MIN 3" COVER 22'-4" / --------------- n -7 I ' II JUL 1 1 803 BAKERS CROSSING LOT #93 PHASE #21 MODEL: 792879-R BLOCK 9'4"BRG. FOUNDATION DOWEL P LAN DATE: 7/03/03 SCALE: V41ml'-0' SHEET 1 OF 7 BAKERS ;ROSSING LOT #93 PHASE # MODEL: BLOCK 9) 4)) BRG-. LINTEL SCHEDULE DATE: 7/03/03 SCALE: 1/41011-0' SHEET 1 A of 7 t Y t-- f I z 11 BAKERS CROSSING LOT #93 PHASE #',r< N MODEL: BLOCK 9' 4" BRG. WINDLOAD CALCULATIONS DATE: 7/03/03 SCALE: 1/4131'-®' SHEET 1 B or 7 Ell O KITCHEN A NAVI y 24 _" 1 O KITCHEN (a O HALF BATH IA\ MIRROR O OWNERS BATH KITCHEN BEYOND O ARCHWAY O OPT. OWNR.'S BATH 7 B l CONC. PAp W/ DOOR OPTION PATIO r_— 0 25-SH 25-SN Sm(0B S.G.D. EGRESS EGRESS --------- = 25-46HOP 7c-OWN OWNER'S o BATH I� 6" KNEE WALL ' FAMILY I = ROOM OWNERS VAULTED CLG. SUITE m (CARPET) ° 8'-m" CLG. ° (CARPET) /11 II N SITTING 3'-2" v 11'-2" v2'-ro" 3'-/0" 5'-�" �' 14'-011 (CARPET) V-4" HIGH WALL I I OPT. W.I.C. 2'-fo" DEEP I I ENTRY 3'-011 2 -IO PLANT SHELF 'L'� I I OPENING A.E.E. BATH wG. — — J aJ KITCHEN VAULTED GLG. y � 6l m cti ® OPT. W.I. C . cv ISLAND I 61 Cow —r---�° S'-m' GLCx. -4 �-1 _ ,{^�( (GARPET) 1— _ 10' -101, cal �' _ O I �' 3 _ 31 _ 8 l O V/PT. I I OPT. ( i itl m �- I w. I I D. I� RAN E g 1/2 WALL W/ I I OPT. L— J L-- J OPT. 1 - RAIL. ARV. - REE. ,� -- LAUN . L-- O—O 1--- - ,� a'-m" L------� N , T. CLG iR/ISH �� cal m � � � \ 8 WALLAH i HI COND� N m DINING - ROOM VAULTED GLG. (CARPET) a SHELFCIL ct� GARAGEJL ' LIVING o -' ROOM VAULTED GLG. a 0 .-1Lu (Q (CARPET) / z , r w t� FOYER 3-ELAVATION OPTIONS. i� w SEE DESCRIPTION I O tol FOR WIN. TYPES. I 0 O U `r (TEMP. MT. X U- 10 �, --- w/12" Slp LITE lro'-m" X -1'-O" O.N. S,------------------- LAVATION-A ARCHED TOP (2) 25-5H i -1'-4"-O" 5'-8" 1�'-D" -8" VATION-B-G (2) 2&-SH 1 13'-4" 8'-4" 18'-4" LEVATION-D 40'-®" (2) 25-SH 6 XS 2011 (/ W E L E E I TRANS A5V. , 1ST. FLOOR PLAN S Q 8 FT . CALC . 5 S LIVING (15T.) 1-100 50. FT. LIVING (X).) 1164 50. FT. TOT. LIVNCB 2012 50. FT. GARAGE 401 50. FT. ENTR"r 21 50. FT. F'ATIO 54 50. FT. TOTAL 3340 50. FT. OPT. LANAI 120 50. FT. EXTERIOR— WALL 5RCs. HEIGHTS 1111�111�1�� 21_411 III B O Ag' LAY.cn ° 1R-1SH OPT. OWNR.' S BATH FLOOR PLAN / - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- TEMP. MT. m (2) 2(o-SH W/12" SID LITE 3'-4"--- ro X6 POST 3" WRAPED W/ 2X4 3" 1 m ® C3� TUCCTYPO � BASE SEE ELEV. "C" m I 15-3 -i-1 I '_O 221-411 I ELEVATION 39C99 \ ---------------------- F R JST OR 2 X 12 EA. 2 X 12 STRINGER SERCURE W/12d &"-S" O.G. (2) 3/4' PLYWOOD RIPS —(IF NEEDED FOR SOLID NAILING) KICK PLATE 1 1/4" TREAD GLUED 4 NAILED. 14T 10" (3) 2 X 12 SYP STRINGERS J 2 X 4 PLATE STAIR DETAIL BAKERS ;BOSSING LOT #93 'HASE #21 "28 79- R" BLOCK 9'4"BRG. IST. FLR PLAN DATE: 7/03/03 SCAT.E: 1/41=1'-,0' SHEET 2 OF 7 BAKERS CROSSING LOT #9� PHASE # MODEL: "287 ^ - R" BLOCK 9' 4" DRG-. 2 ND FLR PLAN DATE: 7/03/03 SCALE: 1/41=1'-0)' SHEET 3 or 7 z. ks t yk ,e �o a.' 3 f i L ' 1 S A n t% Y �l 23'-6" BLDG. HGT. 9'-/jell BR�K/ 1(o" SHUTTER m'-OU FIN. FLR. � 1 /8' TEXTURED FINISH GALV. L-FLASHING I/2'x8' A.H. 32' O.C. 2)(6 LEDGER W/ (2) L550 2X4 LEDGER ® ST.W/ (2) LS50 ASPHALT SHINGLE5 ON 015 FELT 12 ON -)A&' 08H 8�4EATHING 6� ON COYT. FRAME TRU86 -� 2 -0' PRE-ENGINNERED TRU85 2X4 LEDGER W/ I!1'x8' AB.32' Or- 5ET IN W/ SII-IP50N HIGH STRENGTH EXPDXY 6' MIN EMBED. PRE-ENG'D GAHLE S' LINTEL BLOCK W/ (U'S CONT. (o" REVEAL. LAP 51DING HST. N 12 OA S. G. D. OP GABLE r N.T.S. roll REVEAL LAP SIDING 12 1p Fill i Fil I'moll" FRONT ELEVATION OFF RIDGE VENT BRG. I -oil W 9'-`-F11 FIN. FLR. BRG. 01-0" FIN. FLR. L__J � II (TEXTURED 2 FINISH OPT. BOOR REAR ELEVATION 1-1'-4" BRG. 1 ' - 0 11 9'-411 FIN. FLR. 2ND FLR. BRCS. SRG. 9'-011 B RG. 01-011 FIN. FLR. 1J 4 7B Lt- BAKERS CROSSING LOT #93 PHASE #21 3131, o vO MODEL: "2879— R" BLOCK ELEVATION "C" DATE: 7/03/03 SCAr.E: 1/41=1'-m' SHEET 4 C of 7 11'-4° BRGc. 9' — 4" FIN. FLR. 2Np FLR. BRCx. m1_011 FIN. FLR. RIGHT ELPVt1TI0N LEFT ELEVATION BAKERS CROSSING LOT #9%r-: PHASE # MODEL: BLOCK 9' 4" BRC. ELEVATION >> C„ DATE: 7/03/03 SC AT: 1/41=1'-0' :SHEET 5 C or 7 FLOOR FRAMING PLAN NOTE: * FLOOR JOIST TO BLK. SIMPSON HETA-'16 w END 4 EVERY 32" O.C. ON PARALLEL FLOOR JOIST. II II II II II II Ml II II M c1 co cl = II II II II II II = Ki — — — MLI K _ A-iA A9A C1 _ — — — — Al1A A — CI — A rij C1 c1 — — A C1 G1 22X3II6CC A LAG��ES� A C1 - — — A TRUSS TOC4X4 POST l2)I"ITS-12 (k A POST TO SLAB LTT-195 Q Z X TRUSS TO 4X4 POST (2 )HTS-2m Q A POST TO SLAB LTT-1135 R fio P�O�-fi721FIT —==:===v AI 2Np FL POST TO HEADER l2A-ITS -12 — G2— — — — — — Al 5M. TC;23LK. O Al 14UGHE5 NFM 35X12 -- - ACC CS — — — — — immq M I J3C M M. TO BLK. HUGHES NFM 35X12 �l �l LAI v 2X12 BM BM. TO POST C2/T15TA-24 BM. TO POST C2A'1STA-24 POST TO SLAB ABU-(o& POST TO SLAB A15U-66 PLAN TRUSS NOTE: *CONNECTORS TO BE 5IMP50N U.N.O. *TRUSS HANGERS TO 5E SUPPLIED 4 ENe'D. BY TRUSS CO. *TRUSS TO BLK META-16 *TRUSS TO WOOD MTS-12 2X4 COLLAR TIE EVERY OTHER RAFTER 2X RAFTER 2-12ol EVERY TRUSS / 1Xro NAILER-7 1/1(o" IXO NAILER --/-- OR 1/2" PLY. 2-12d EVERY TRUSS CONV. FRAMING DETAIL/VALLEY D 161, O.G. B. INISH LL KNEE WALL DETAILCOENTRY PRE-EN6'0. TRUSS SIMPSON MTS-12 W116TA &X& POST 5/S' x 1' ANCHOR SOLT SIMPSON AM bb A HIP DETAIL 24'x24'xl2' 3 IR' CONC. SLAB GONG PAD W/ 3 5'S ELI. ON CHAIRS MIN. 3' COVER ENTRY COLUMN DETAIL Jul 1+J BAKERS CROSSING LOT #93 'HASE #00 MODEL: 72 2879- R>> BLOCK 9' 4" B RG TRUSS FRAMING PLAN- AS DATE: 7/03/03 SCALE: 1/48811-01 SHEET 6 C OF 7 BAKERS 'ROSSINC LOT #9r: PHASE # MODEL: 99 2879 - R99 BLOCK 9'4"ERG. Ist FLOOR ELECTRIC moomw DATE: 7/03/03 SCALE: V4101'-0' SHEET 7 OF 7 j 2t i BAKERS ;ROSSINC SOT #9� HAS # MODEL: BLOCK 9'4"BRG-. Lnd FLOOR ELECTRIC IC '7/03/03 SCALE: 1/4'=1'-0' SHEET 7 Aor 7 803 a yI. 1 h t 3 Y S � l � 1 r ' =1 Z Q � �-A 6 "X6 " 4*10 W.W.M. I r (2) CONT. #5 REBARS II_411Cz M \•1 O TYP. WALL SECTION BLK. SINGLE STORY (D-- 3 1/2 11 a HEAD OF GARAGE (VARIES WITH SLOPE) V ANCHOR BOLTS AT 3' O.C. ONLY IF UPLIFT ON WALL MIN 6" EMBEDMENT 6 "X6 " #10 W.W.M. 0 0 m I'-0° 2 415'S ON CHAIRS INSIDE FTG. AT GARAGE STEP-UP 1-STORY HEARING WALL 1/2" X 9" A.B. 32 " O.C. (0" EMBEDMENT WHEN UPLIFT FROM ROOF c = CONC. SLAB z II 2 #�✓'S CONT. 411 4 , 1'-0" m NTERIOR B E,4RING W,4LL NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. CONNECTORS ONLY NEEDED WHEN THERE IS UPLIFT ON WALL 3 1,/2" a HEAD OF GARAGE (V,ARIES WITH SLOPE) 9" ANCHOR BOLTS AT V O.0 MIN 6" EMBEDMENT 6 "X6 " 4*10 W.W.M. -O 3 #5'5 ON CHAIRS &?2-STORY1DE FTG. AT GARAGE STEP-UP BEARING WALL GONG. SLAB /II 11-QII 411 \ �1 3 #5' S CONT. TfA/11 G% ^ I m INTERIOR BEARING WALL 2-STORY NOTE: FOR FLOR BEARING WALLS DO NOT INSTALL GONNEGTORS. CONNECTORS ONLY NEEDED WHEN THERE IS UPLIFT ON WALL �--05 DOWEL BAR(ONE SIDE OF DOOR IF NEEDED) -i 5/5, GUf�B II 6 "X6 " #10 W.W.M. EXTEND 1 1/2 11 11� � RECESS /2" 2-#5'S ON CHAIRS SINGLE (3-5'8 W/2-5TORY) STORY 1'-CJII TWCOJ STORY GARAGE SERVICE/POOL DOOR RECESS CONC. SLAB OVER CLEAN, IL COMPACT TERMITE TREATED _q L, (o MIL. V15. VAPOR GARAGE SLAB N N Z 6"X6" #10 W.W.M. I c0 m W fj CURB WALL 8" GONG. DRIVEWAY o 0 0 a GARAGE 3 #5'S CONT. BEYOUND I'_-8" 3" MIN, COVER GARAGE DOOR 1 OPENING 2-stoRY FootING 5 POURED LENTIL o' CONT. (TYPE ,a 2X WALL FRAMING (3) 1/2 "XV ANCHOR BOLTS 8" CMU FILLED or (3) I/2"X8" J-BOILTS CELL (TYP.) MIN. 6' EMBEDMENT W/ 2 "X2 "X1/S WASHER: AND EX1'. FRAME WALL TO NUT SPACED EVENLY FROM BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET IN JOINTS PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE, RETROFIT) GROUTED Z BOND BEAM TIE TO HORZ. BARS Lu 8" MIN. EMBEDMENT N > �O 'U -10RZ. REIN/FORCING VERT. RE I1'4F. KJ" HOOK r IN GROUTED CELL ' = CLE=ANOUT REQ'D FOR GROUT LIFT �'..v a, -° - �- > 5 �FT. UNLESS ' HORZ_ REINFORCING Z V FOOTING DWL IS (0 HOOK NO"T REC 'p. " ` NORIzONTAL/VERTICAL REfNFORGING c+1 O '4t r� � 1� 1 j A I`s Yt I`h, f #5 REBAR SET IN 2000 PSI EPDXY 25" MIN. ASV. 5LA5/6" MIN. EMBEDMENT II 611X6" #10 W.W.M. �F- 00 TYP. RETROFIT FOR ALL OMITTED FOUNDATION DOWELS IA II II II To BE II II II � REBAR II II II OUTSIDE BAR II II CONTINUOUS 25" MIN. LAP TYP. REBAR LAP s CORNERS 2-#5's REBAR Q 1 STORY 3-05's REBAR ,@ 2 STORY MIN. 6" EMBEDMENT 1/2" X 9" ANCHOR BOLTS AT 3'O.C. 2" ASV. CONC. 1 (0 "X6 " #10 W.W.M. I` I` I�� 2-#5'S ON CHAIRS UJOOD FRAI„IE FOOTING #5 DOWEL BARS #5 DOWEL BARS i DIM VARIES 7 5/8" DIM VARIES 1 5/0" CURB II 6 "X6" #10 W.W.M. CURB II 6 "X6" #10 W.W.M. ly T > II O 0� 2-#5'S ON CHAIRS `� 0 �� (3-5'S W/2-STORY) II 4 II SINnL STORY TWO STORY 8 GARAGE CURB �A GARAGE CURB TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING LAYOUT ROOF SHEATHING _ AND ENDWALL BRACING FOR GABLE ENE) FRAMING IIIII'IIIIIIIIIIIIIII'IIIIIIIIIIIIIII'lllllllllll■_ 11 mmmi 11 211mm I 11mmm mmmaw 11 #Sd GUN NAILS @4" O.C. #ad GUN NAILS TOP 4 BOTTOM EDGES (oI' O.C. IN FIELD w (d l CS)w L--1 z Lu � (3 U �U (d GAfRAG [DOOF INFOF-,*IATION POURED LENTIL 0' CONT. (TYP) PRE -CAST NDR. SIDES: 2X6 GARAGE DOOR BUCK UJ/ (3) 1/2 "XS" ANCHOR BOLTS o 'ba or (3) 1/2"X5" J-BOLTS EMBEDMENT MIN. �" eMU FELLED y;d W/ 2 "X2 "X1/S WASHER AND CELL (TYP.) NUT SPACED EVENLY FROM - FLOOR TO GARAGE DOOR HD ' IN JOINTS PRIOR TO FILLING. 1-2X(o PT BLOCK '@ CENTER OF DOOR HEADER W/0) (1)1/2"XS" ANCHOR BOLTS or (1) 1/2"XS" J-BOLTS 6 " EMBEDMENT W/ 2 "X2 "X1/S WASHER AND NUT Q -A z z zU U U # = T T F. EXTERIOR SHEATHING ATTACHMENT 1-OR ROOF SHEATHING NOTE: WHEN GLUED TO ROOF MEM5ER EDGES 4 1011-1211 IN FEILD TYP. EXTERIOR SHEATHING ATTACHMENT FOR SHEAR AND UPLIFT (O.S.B. TO BE STRUCTURAL GRADE) CONNECTORS FROM PLATE TO STUD TO PLATE ARE NOT REQUIRED EXCEPT AT OPENINGS #ad GUN NAILS @ 0 12" O.C. IN FIELD cj ut �y z ' � (3 TYP. FLOOR DECKING ATTACHMENT TO FLOOR JOIST EA. SHEET TO BE GLUED AT ALL R EXPOSED JOIST 41I all THICKEN EDGE (3) # 5 RODS EA. WAY ON CHAIRS (MIN. 3" COVER) � � GRADE 21-011 24"X24" EXT. PAD �m 4 II � GARAGE CURB STOP 5LIDING DOOR TRACK SLOPE GONG. TO FRONT(1/4"-1/211) 1 1/211 9 1/2 1 � SLAB AT SL. GLASS DOOR NAILING SCHEDULE ALL NOTES IN REFERENCE ROOFDIAPHR.AM TO FLORI�A BUILDING USE IAW O.S.B. OR 1/2' PLY WANITH re GUN NAILS AT 4' OZ. AT CO E 2O01 c SUPPORTED PANEL EDGES ,D -8 GUN NAILS AT 6' O.C. AT INTEFt EDIATE SUPPORTS. ALSO SEE DETAIL. F40OF 8HEATHNG TO GABLE END FRAME UN USE -8 GNAILS s 4' O.C. EXTERIOR SHEATHING SITE SITE PAN NOTES USE '1/16' OSH. OR 1/2' PLY WITH -5 GUN NAILS AT 6' O.C. AT PANEL 81DES AND 09 GUN N41L5 4' O.C. TOP 4 BOTTOM PANEL AND 08 GUN NAILS AT 6' D.C. AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS' ABOVE NTEF41EDIATE SUPPORTS. ALSO 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 ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR ELEVATION NAIL REQUIREMENTS ASV. 10B' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. SIZE HEAD LENGHT PIA. TENSIL STIR Od ROUNDMODIFIED OR T 1116' J13 110,000 10d 1) Up. .128 I'10,000 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. 5) LANDSCAPING, IRRIGATION, BERMING, ETC. SHALL CONFORM TO LOCAL NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND STAPLENAIL 4 TOOL_ ASSOCIATION AS SELECTED BY BUILDER GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND IDE6ING CRITERIA: 1. BUILDING CODE REQUIRMENTs FOR REINFORCED CONCRETE ACI 318 PLUMBING NOTES 2. FLORIDA BUILDING CODE 2001 3. WIND SPEEDS 110-120 (PERWIND SPEED MAP) 1) SANITARY LINES SHALL BE OF CAST IRON, OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 4. WIND IMPORTANCE FACTOR (11) 5. WIND EXPOSURE 'B' 6. INTERNAL PRESSURE CO-kFFIGIENt +IS THRU -15 2) WATER LINES SHALL BE CPVC. 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC A. NET ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. CONTINUOUS WALL FOOTINGS. 3. CONCRETE AND REINFORCING 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318 AND WITH 5) SHOWER HEADS TO HAVE FLOW CONTROL DEVICE TO GIVE SPECIFICATIONS FOR STRUTURAL CONCRETE BUILDING ACI 301. MAXIMUM FLOW OF (3) THREE GALLONS PER MINUTE EACH. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW PREVENTER G. REINFORCING BARS SHALL GONPORM TO ASIM A615 A616 OR 611, GRADE 40 4. DESIGN LOADS 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAPTER Iry EXCEED 40 WATTS PER SQUARE FOOT OF TANK SURFACE AREA ROOF LIVE LOADS OF 20 P5F 6) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. 5. LUMBER S) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL A. ALL STRUCTUAL LUMBER SHALL BE 42 SYP. ALL STUDS SHALL BE STUD GRADE SPF. BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. SHALL BE PRESSURE TREATED) PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 6. TRUSSES A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH 10) ALL CLEANOUT5 FLUSH WITH GRADE. FLORIDA BUILDING CODE 2001 TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL 11) NO VENT STACKS SHALL PA55 THROUGH ROOF CRICKETS, VALLEYS, PRIOR TO FABRICATION. RIDGES. I. GARAGE DOOR 12) SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO FLORIDA A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST. PLUMBING CODE CURRENT EDITION. 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. A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. FOU N C>ATI O N NOTES D) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE BLOCK NOTES I. FOUNDATION DESIGN BASED ON 2000 P.SR MIN. ALLOWABLE BEARING PRESSURE. 1. CONCRETE MA50NRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MONOLITHICMASONARY 2. ALL CONCRETE WORK SHALL 51= IN ACCORDANCE WITH ACI 301 AND IN ACCORDANCE WITH ASTM C90 AND C14B AND SHALL HAVE A NET AREA COMMFRESSIvE STRENGHT OF 1900 PSI. 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 ABTM C210. METAL ACCE550RIE8 BLOCK 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM I. JOINT REINFORCEMENT, ANCHORS AND TIES SHALL CONFORM TO THE AGGREGATE FOLLOWING: 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS. B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TER1" IITED TREATED SOIL. C. ASTM A366 FOR SHEET METAL ANCHORS AND TIES. 5. REINFORCED STEEL: ASTM A6I5, GRADE 40. VERTICAL REINFORCEMENT 2. METAL PLATES, CONNECTORS, BOWS, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL SHALL BE 05 DOWEL BARS W/ A (V HOOK PER DOWEL PLAN LAYOUT. BE STAINLESS STEEL DIPPED GALVANIZED MEETING THE ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO REQUIREMENTS A TM A90. DETAILS HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. : MASONRY WORK, GENERAL: 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH 51DE OF ALL WOOD I. ALL MORTAR JOINTS FOR HOLLOW MASORY UNITS SHALL EXTEND THE FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ VxVXI/S" FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY NOTES AT V O.C. STARTING AT 8' OFF EACH CORNER. MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/6' THICK mmmalo 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. '7 "7 ROOF LIVE LOAD: 20 PSF WHEN MASONARY UNITS ARE LAID STACK BOND, 5 GAGE HORIZONTAL WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT DATE /0 /0 3 PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O_C. ScAT-R=: I/41311.01 8. FOOTING REINFORCING SHALL BE 2-05 REBARS 1-STORY, REINFORCING STEEL, GENERAL: 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND 1. REINFORCING STEEL SHALL BE NO. 5 BARS. CORNERS. USE COMER BARS OR BEND REBAR LAP A 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. MINIMUM OF 25. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25". SHEET 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED S. ALL FOOTINGS ELEVATION MUST BE 12' BELOW FINISH GRADE IN ACCORDANCE WITH ASTM A615, A616, A611, OR A106. �¶ D 1 OF / II 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE II v 2X4 SUB -BAND 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND CHASE GROVES,WAVERLEE WOODS GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAMCHASE 2X6 SU A FEILD STREAM FOR CONNECTOR) FEILD STREAM 2X6 SUB -BAND '� FIRST TWO BAYS '_ � METAL LATH LAKE KEHOE,CYPRESS HEAD ALOMA WOODS 2X6 SUB -BAND a LAKE KEHOE,GYPRESS HEAD f -�—ROOF TRUSSES LAKE KEHOE,CYPRESS HEAD 4 0 O.C. MAX ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA 24" O.C. ALOMA WOODS WRAPPED/ALUM FINISHED FASCIA OVER 015 FELT OVER 7/16" DSB OR 1/5' TEXTURED ASPHALT SHINGLES . � METAL DRIP EDGE � 7/16" OSB SHEATHING OR 1/2" PLY. 1/2" PLYWOOD W/ 15# FELL FINISH OVER #15 FELT -I/16" �' R-19 INSULATION FIBERGLASS SHINGLES _- R-19 INSULATION OSB. SHEATHING ON #15 FELT OVER I 3/4" T G PLYWOOD 2X4CCONTJ 1STRAPS -1/16 OSB. SHEATHING SEE TRUSS G ROOFC BUSSES TO BE GLUED HURRICANE METAL DRIP EDGE FOR PROPER NAILED (SEE TRUSS PLAN FOR CONNECTOR) ?QUMI/2 XT. CLG. BOARD � TEXT. 2X4 SPF STIFFBACK AT BRACING HETA-16 2X4 DOUBLE PLATE LL UPRIGHTS OVER 4'-10" EMBEDDED .METAL DRIP EDGE O (1� CONT. ALUM. FINISHED VENTED SOFFIT ' 1 SILL ENC-s. GABLE TRUSS LINTEL STRAP 1X2 FURR STRIPS EE TRUSS PLAN FOR CONNECTOR ALUM. FINISHED VENTED 50rFilT 1/2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH 5" LINTEL BLOCK FILLED ° ° 1/2" DRYWALL ALUM. WINDOW SEE FLRJELEV FOR DES. WOOD BASE (TYP.) OVER #15 FELT OVER -1/16" O.S.B. SHEATHING R-19 INSULATION CMU'S TEXTURED 7/0"TEXTURED FINISH ON 3/4" T 4 G PLYWOOD OR 1/2" PLY. FINISH PRE -CAST LINTEL FELT FELT BARRIER OVER GLUED 4 NAILED Ai 11M H1[N1i-)n111 -1/lro" OSB SHEATHING OR 1/2" PLY. SEE FLRJELEV FOR DES. SILL (SHEATHING 1" IU5T BREAtc FnIN. 1'-4" FLOOR JDIST/FLOOR TRUSS 2X PLATE SECURE FROM 2nd FLR. LINE) SEE FRAME PLANS TO pBL TOP PLATE W/ 1/2" CLG. BOARD #TEXT. TWO STORY PRE -CAST SILL _ 1/2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE 5IMP50N HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR M5TA-24 24" O.G. MAX TRUSS L S° CMU R-4.2 INSULATION o (1)#5 CONT. FOR HDR SIZEAN HETA-16 1X2 FURRING STRIPS WAND D��AIL 1X2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW TEXTURED FINISH 1/4 WOOD BASE SEE FLRJELEV FOR DES. SILL 5" LINTEL BLOCK FILLED ° ° I/2" DRYWALL 1/16" OSB SHEATHING WOOD BASE (TYP.) PRE -CAST LINTEL OR 1/2" PLY. UNDER w FELT BARRIER C, ALUM. WINDOW PRE -FAB TRUSS z 6"X6" #10 W.W.M. SEE FLRJELEV FOR DES. SILL FLOOR JOIST/ FLOOR TRUSS 1/2" CLG. BOARD 4 TEXT. U OR FIBER MESH SEE FRAME PLANS SP-4 32" O.G. '� STUD—� 2X4 DBL. TOP PLATE o REINFORCEMENT _ FOR JOIST TYPE PRE -CAST SILL GONG. SLAB OVER CLEAN, �HETA-16 a 32 O. G. MAX 1/2 CLG. BOARD 4 TEXT .. COMPAGT,TERMITE TREATED II " O (US CONT. 1/2" DRYWALL fk SOIL OVER 6 MIL VIS. VAPOR 2X4 WOOD STUDS y[fl z BARRIER,W/6X6 010 WWM S" LINTEL BLOCK 1X2 FURRING STRIPS 2X4 CONT. STRESS a16" O.C. N 1 _4 2 #S CONT. (FILLED) U �U BLOCKING MID -WALL TEXTURED FINISH 1/4" — 0 0 1/2" DRYWALL WOOp BASE (TYPJ PRE -CAST LINTEL 2X4 PT. PLATE Q c0 5P-4 32" O.C. �@ STUD 1/2"X9" A.5. 32" O.G. c� Z SEE FLR./EAEV FOP, WINDOW (WHEN UPLIFTT� 6" EMBEDMENT T''P. WALL 5ECTIO1N SILL ° BLK. R=STORY O O 6"X6" #Ud W.W.M. PRE -CAST SILL — WOOD BASE (TYPJ GONC. SLAB 4„ 4" 61 ---13 #5,'s CONT OR FIBER MESH GONG. SLAB 2 #5'8 GONT. _ REINFORCEMENT g" CMU 6 MIL VIS 1'-4" 0n } y} _ 1-S•TOfR ' O O 1 8 VAPOR BARRIER INTERZIOR BEARING WALL TEXTURED FINISH 1/4" f TY: FOR WALLS W/FLOOR P. WALL SECTION 1U = \ �� NODO NOT INSTALL CONNECTORSS.. ONLY ASPHALT SHINGLES OVER U co #15 FELT ON 1/16" O.S.B. 2"X4" BLOCKING 2--rO�- z SHEATHING OR 1/2" PLY FIRST TWIO BAYS 4'-0" O.C. MAX 6"X6" #EO W.W.M. P! 2X4 DBL TOP PLATE METAL DRIP EDGE —' I� O OR FIBER MESH 2X4 SUB -BAND — REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. _ (K FEILD STREAM FOR PROPER ROOF FRAMING W/ CONNECTORS 2XSUB-BAND a (SEE TRUSS PLAN) } } 6 BRACING JU LAKE KEHOE,CYPRESS NEAP = p yU (3) #5's GONT. ALOMA WOODS ROOF TRUSSES a DBL. TOP PLATE U In 1/2" DRY WALL 1-0 WRAPPED/ALUM FINISHED FASCIA 24" D.G. CRIPPLE STUDS � FIRST FLOOfi� BLOC ENG. GABLE TRUSS R-19 INSULATION SECOND FL.00R FBA„ IE 2X4 SPF STIFFBACK AT 2X4 16" O.C. MAX ALL UPRIGHTS OVER 4' -10" (SEE TRUSS ENG. FOR SIZE) HEADER (SEE PLANS) -1/8" TEXTURED FINISH OVER 15# FELT OVER I/2" CLG. BOARD TEXT. �'R -1=AB TRUSS 2X4 PT. -i/16" D.S.B. SHEATHING 2"X4" NAILIER GONT, 1/2" CLG. BOARD TEXT. TEXTURED FINISH BT. PLATE 2X4 DE3L. TOP PLATE LA H OV'D. META 1/2" X 9" A.B D DR 1/2" PLY. (2) LAYER:S -I/16 SP-4 32" O.C. e STUD LATH OVE TYVE .' • ,;' MIN. 6" EMBEDMENT ,;�`�, 2 DIA. WASHER O.S.B.SECURE E,A, LAYER # , , .'• . ° 2x4 P.T."PLATE W/ 0 W/2 Sds 8"-12?" O.C. -�► H1DR. STUDCS)/JAGKCS) . 1/2" DRYWALL OF 15 FEL 1/2 "X9" ANCHOR BOLTS MAX. 32 O.C. MAX 2X4 WOOD STUDS #5 REBAR CONT. MIN. 6" EMBEDMENT 1/2" X 9" A.B Ofi�' J-BOLT LSTA 12 ;. STUD TO NDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS al(o O.G. ;}�: •: W/2 DIA. AT 32 O. C. a 32 O.C.MAX KING STUD(S) SP-4 BLOCKING MID -WALL :.•;;•;,y SECURE TRUSS TO 2X6 W/ TOP 4 BOTTOM) 3/4" T4G SUBFLOOR 126 a 6"-8" CONC. PILLED LINTEL �'•'''''� PLYWOOD TO TRUSS NAILING BLK. REINF. WJITH (1)05 ROD I GLUED NAILED 4" O. C. a EDGE 6" O. C. IN FEILD . FLR_ JSr. SIZE SEE FRAME PLAN IX2 P.T.RRING STRIPS •'• • �:�� all GMU TEXTURE FINISH SHEATHING OVER 2X4's 1/2" CLG. BOARD $ TEXT. R-.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO Ist FLR. STUD 2X4 DBL. TOP PLATE 1.000D I=RA1„1 TO BLK. 4F 1/2" DRYWALL — _ _ I- _ _ _ — — _ _ I M5TA-3(o 32" O.G. 1/2" DRYWALL 2X4 WOOD STUDS II I I I 2X4 GONT. STRE56 O.G. WOOD BASE I I I I I I BLOCKING MID -WALL II II 2X4 PT. PLATE NAIL PER SCHEDULE/ SP-4 32" O.G. � STUD—� 1/2"X9" A.B. 32" O.C. 1-0 I I I I I BOLT PER FND. PLAN Lu MIN. 6" EMBEDMENT � 6 xro 10 W.W.M. CONC. SLAB w 0 o OR FIBER MESH 4" 4" 2X4 COLLAR TIE ZXS RIDGE O} 0 REIINFORGEMENT TIrF EXTERIOR OPENING IN FRAME 3 #5's CONT. 1 _g EVERY OTHER RAFTER 2X6 RAFTE O zLu .4 mW }} WLL 2 STOR�1' m } 2 05 GOiNT. U m T'-. WALL, eECTION BAKERS ;ROSSING LOT #93 "HASE # MONOLITHIC BLOCK DETAILS & 2-126 EVERY IN�"ERIOR BEARING WALL X6 NAILERUSS 3-12d RAFTE NOTE 3-126 TO NAILER MEMONOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. pg 0 P9 DATE: 7 /0'7 /0 3 1/16" O.S.B. 1X5 NAILER SCALE: 1/4'sl'-®' OR 1/2" PLY. 2-126 EVERY TRUSS SHEET BLK. R - S�roRY CC ABL � M 11�111"t1,11 WALL L_ N CONS. SRAM I1�1 D AIL_ /� LLof 4 ��1�� ROLIIRMN�� MAXIMUM HEADER SPAN (ft.) UP TO 5'-01 TO a.-m. 4'-11 1/2" -1'-II 1/2' AND UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER 1 2 1 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 l� s W # IOOO Uf='L IrT SIMPSOM MT5-12 WI-1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UPLIFT (2)SIMPSOM MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E W/-I 106 TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL rRuss , FINISH m LANDING 7 BOND E5EAM TAP CONS I MIN. 2" COVER 2 " APART TRUSS ANCHOF rDETA1L=ifREfifR01=1fi P51- 2X12 - FLOOR J015T - 9" MIN. LESS THAN 10' REQUIRES I" NOSING 3/4' PLYWOOD 2XI2 TREAD CUT TO IFIT ,— 1X8 RISER .7/Y I-L I WVVV \ WITH 4 160 COMMONS NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO F5C 2001 2R+IT=24'-25' 3/16' MAX. VARIATION IN RISER5/TREAD5 ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5E 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GR.ASPAB I L ITY WINDERS- MIN. 6' WIDE -6 NARROW ENp 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. W/7/8' TEXTURED FINISHED OVER GALVINIZED METAL PAPER BACK LATH SIMPSON H-5 (MIN.) c 2X4 TO TRUSS PRE. ENG. TRUSS 2X4 BTM. PLATE LESS THAN 14" TYP. 1 BETWEEN SPINDLES 5P4 OR H-5 TOP PLATE TO STW05 i 2'-0' ABV. 10'-0' LEVEL TO R 0OF OR 2'-0' ABV. HIGHEST RIDGE: WITHIN 2'-0' IN 10'-0" FRAMED CRICKET HANG 1/2' C IX 1" NOSING TYP. � 4 r- STA I F SECTION [DETAILS PRE. ENG. TRJS IX2 PT.TOP OF DBL. TOP PLA' VI6' OR 15/32' W/7/8' TEXTURE' FINISHED OVER GALVINIZED ME PAPER BACK L GHI1�INE� DETAILS CRICKET 61MP5ON H-5 (MIN.) ® 2X4 TO TRUSS SECTION 2'-5-1/2' FLAN VIEUU FROM TRUSS DBL. PLATES ABV. A 0 12" 36" MIN. FINISH STAIfR UJINED[DETAIL ASPHALT SHINGLES OVER * 15 FELT ON 1/16' O.S.B. — (2) 2X4 *2 ND SYP DIAGONAIL BRACE / W/ 3-12d w EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRU55E6 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' 085 SHEATHING USE 8d NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2Xfo FT. PLATE BOLT W/ 1/2'X9 A.B. COMMOM (W/ 2' DIA. WASHERS) 6 32' O.C. MAX. 1/2' CLG. BOARD TRUSS IN o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d e EA. TRUSS R-19 MIN. 1-05 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0' TO 30'-0" (1) 'X' 5RACE 30'-P TO 60'-0' (3) 'X' 5RACE (1 'X' BRACE 6 CENTER) (2 'X' 5RACE DIVIDED EQUALY FROM CENTER TO END) GrA5LE ENED CR055 51RAGINS 1= 5TOR"r -1/16" 085 1 1/2" PLYWO W/ 15# FELT SIMPSOI HETA-14 1 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TQ BLK W/ META-Ib `2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' Or— MAX TYP. 2x4 BLK SECURE THRU TRUSS W/3-12de PER ENG'D TRUSS 24' O.C. MAX 2' _0" EXTEN510N 0 OPT SERVICE DR. Nlb. " IETAL LATH rpXTURED 055 OR FINISH 1/2" PLYWOOD 2X6 (CONT.) W/ 150 FELT 2X6 (CONT.) 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) EXPANSION 2" MIN. JOINT OVERLAP CAULK SIMPSON CMu'S META-16 CMu'S TEXTURED TEXTURED FINISH FINISH TWO 5TOR1r' TWO 5TOR� FIRST FLOOR BLOCK SECOND FLOOR FRAMING (2) 2X4 *2 ND SYP DIAGONAIL BRACE — TO COVER 5ATI 85E8 DIAGONAL BRACE 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10' 1/16" 055 SHEATHING USE 8d NAILS AT 4" o.c. EDGE 4 6' o.c. FIELD L R.. 2X4 W/ 3/V X 5 LAG OR SIMPSON HTC-4 A 32' O.C. MAX. SHEATHINGNAILING TO BE I \\ O.C..C.IN FIELD 4' O.C.®ALL EDGES 111/8d N,415 * 15 FELT ON 1/16' O.S.B. SF SHING S OV �COMMOM /2' CLG. BOARD TRUSS 24' O.C. BAIL CONT. RAT RUN TO INSULATION RUBS W/ (2) 12d ,o EA. TRUSS R-19 MIN. !X4 SYP RAT ADJACENT 'O DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD I6' D.G. MAX 2X4 BTM. PLATE iUE,-FLOOR MAILED HETA-16' FLR JST TO BLK-- Aa \—FLR TRUSS 1-05 REBAR CONT. 0'-0' TO 30'-0" (U 'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE 0 'X' 5RACE tv CENTER) (2 'X' 5RACE DIVIDED EcQUALY FROI" 1 CENTER TO END) ,4LE ENID CROSS RAC INS 2 - STORE' BAKERS CROSSING ILOT #93 PHASE #; MONOLITHIC BLOCK 3131- 1 -� It DETAILS & SECTIONS DATE: '7/0'7/03 SCiA -E: 1/41s1l-0e SHEET D 3 OF 4 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD 51ZE 300 2 X 4: MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND IV W/3/16" TAPCONS OR DRIVE O.C. MAX. MIN 1-1/4' EMBEDMENT PIN (MIN SHANK 51ZE.145 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON MIN HEAD SIZE 300 OR DRIVE PIN (MIN SHANK SIZE.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 END 4 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 18" O.C. MAX.SPACING. MIN EMBEDMENT 1 1/4') 2 X 6: 8' FROM EACH END AND 18' PRECAST HEAPER(MIN) 8' FROM EACH END AND IS' SECURE TO BLOCK O.G. MAX. MIN 1-1/4' EMBEDMENT W/2-3/16' TAPCON5 OR DRIVE O.C. MAX. MIN I-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON EX15TING BLK ABV. PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK SIZE.145 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 1/4" TEXTURED FINISH MIN HEAD SIZE 300 LESS THAN OR DRIVE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') MIN HEAD SIZE 300 7/8' TEXTURED FINISH WITHIN 8' OF EACH END 4 MIN EMBEDMENT 11/4') I6" HIEGHT. MIN HEAD SIZE .300 8' FROM EACH END AND MIN EMBEDMENT 1 1/4') l/16' 055 SHEATHING IS" O.C. MAX. SPACING. O.G. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND 18° 2 X 4 16" O.G. MAX.CWHEN OVER 16' IN HIEGHT.) O.G. 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 w ARCH SECURE TO BLOCK �1/2' DRYWALL OR DRIVE PIN (MIN SHANK SIZE.145 "I/16' 0813 SHEATHING 1/4' TEMPERED MA50NITE SECURE W/2-12d EACH END W/2-3/16' TAPGONS OR DRIVE 8' CMU--- GLUE 4 NAIL W/8d'5 8'-12' O.C. PIN CMIN SHANK 5IZE_145 1'X4" OR 1'X2' P.T. NAILER li MIN HEAD SIZE 300 ATTACHMENT PER MANUFACTOR'5 SPEC 5. MIN EMBEDMENT 1 1/4") 2X4 BLOCKS MTL WDW FRAME MIN HEAD SIZE 300 DOOR CA51NG 8' FROM EACH END AND 18' CMU WALL MIN EMBEDMENT 1 /4' WITHIN 8 OF EACH END 4 NOTE: O.C. MAX. MIN 1- 1/4' EMBEDMENT NOTE: NO GAP s LUDW FRAME 15' O.C. MAX. SPACING. SHIM AS NEEDED DOOR JAMB TO PLUMB JAMB TO EXCEED I/4' ATTACH TO 2 X DO NOT EXEGED 1/4'. PER MANUFACTOR'S DETAILS. CHUJANr- [DETAIL 1(o11 AND UNIDlP,,. AFC4UUA"� [DETAIL CUT74UJ,4'� r:)00 JX-15 TO f5LOC< 1=1/211 2 X 4 (MIN 2 X 3) 1-3/1(o TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 ,[a, PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND 18' I/8' TEXTURED FIN15H O.C. MAX. MIN 1-1/4' EMBEDMENT MORE THAN SECURE 2 X RIP TO FIT 16' HIEGHT. W/2-12dS 6'-8' O.C. MAX. i/I6' OSB �iHI=ATHING IX4 P.T. OR 5/4' X 4' MIN. 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON SECURE THUR FRAME AND OR DRIVE PIN (MIN SHANK SIZE.145 2 X 4 16' C.C. MAX.CWHEN OVER 16' IN HIEGHT.) EXTEND 1-1/4" INTO BLOCK MIN HEAD SIZE 300 2 X 4 (WHIEN OVER 16' IN HIECsHT.) MIN EMBEDMENT 1 1/4")L W/3/lro' TAPCONS OR DRIVE 2 X SOLID BLK'G ARCH PIN (MIN SHANK 51ZE.145 8' FROM EACH END AND 18' MIN HEAD SIZE 300 - — I/2" DRYWALL O.C. MAX. MIN 1-1/4' EMBEDMENT SECURE WI/2-12d EACH END MIN EMBEDMENT 1 1/4') l , �/16' 05B SHEATHING S' CMU IX4 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 MANUFACTOR'S SPECS. REFER t0 MANUFACTURING OR DRIVE PIN (MIN SHANK SIZE.145 MTL WDW FRAME DETAILS FOR SPACING. DOOR CASING MIN HEAP SIZE 3IDID 2X4 BLOCKS NOTE: NO GAP a WQW FRAME CMIN EMBEDMENT 1 1/4.) — CMU WALL TO EXCEED 1/4' SHIM AS NEEDED 8' FROM EACH END AND 18' [DOOR JAMB TO PLUMB JAMB DO NOT EXEGED 1/4'. O.G. MAX. MIN 1- I/4' EMBEDMENT A 1R C T4 UJ A� [DETAIL C I I 4I I I A f- DBL. TOP PLATE _ DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X4 ' lro' O.G. MAX. 2X4 16' O.C. MAX. SECURE ;2X4 TO WOOD) W/2-126 g O.C:: STAGGERED SECURE 2X4 TO WOOD W/2-126 s 6'-8" O.C. STAGGERED BT. PLATE BT. PLATE SECURE 2X4 W/2-3/16' TAPGONS OR DRIWE PIN (MIN SHANK SIZE.145 I III I MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16' TAPCON5 MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK SIZE.145 WITHIN 8" OF EACH END NOT TO MIN HEAD SIZE 300 EXCEED 18' O.GMAX. 2X4 50LID 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.CMAX. OR �/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD MIN. 2-12d PER BLK. EA. END OR l/l6' 0.5.5. EXTEl�lOfP-, A F C 1—f lJ A � lJ / lJ l l `>a fD 0 lJ XT fP f O1R A1RC�4UUA BAKERS CROSSING LOT #9� PHASE # MONOLITHIC BLOCK DETAILS NOTES DATE: "7/0'7/03 SCALE: 1/4'=1-0' SHEET B 4 OF 4