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HomeMy WebLinkAbout335 Lusitano Way 03-2708 New SFHPERMIT ADDRESS CONTRACTOR ADDRESS PHONE NUMBER D R Horton 6250 Hazeltine Nat'l -Dr #102 Orlando, FL 32822 _(407A8 7 9101 CBC 055300 PROPERTY OWNER e ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR ��r•(1'3�,�t L MISCELLANEOUS CONTRACTOR PERMIT NUMBER MISCELLANEOUS CONTRACTOR FEE PERMIT NUMBER FEE SUBDIVISION ,1T I "7167-Q3� [!IERMI ?'70 DATE " .. . PI d H m DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- RESIDENTIAL - GROUP R • CONSTRUCTION TYPE- VI • 1-STORY RESIDENCE: BLDG HGT 19'-9" SPECIFIC PARAMETERS FROM FBC 2001 CH.1606 USED FOR DESIGN INCLUDE: • SSTD-10 • CONCRETE MASONRY RESIDENTIAL CONSTRUCTION • WOOD FRAME CONSTRUCTION MANUAL • WOOD PRODUCTS PROMOTION COUNCIL • AMERICAN SOCIETY OF CIVIL ENGINEERS 1. ALLOWABLE UNIT STRESS AND DESIGN CRITERIA: A. BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 B. FLORIDA BUILDING CODE (FBC) 2001 2, SOIL A. NET ALLOWABLE SOIL 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 THEi 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 3OPSF LIVE 1OPSF DEAD FLOORS ® NON -SLEEPING AREA=40PSFAIVE 1OPSF 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 TRRUSSES 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 MPHI 3 SEC.GUST MIN. WIND LOAD B. DETAIL TO BE SUPPLIED BY MANUFACTOR ENG.SUPPLIER C. DETAIL TO BE ATTACHED UO PERMIT PACKAGE BY BUILDER INDEX: PG C1 COVER PAGE PG I FOUNDATION PILAN 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 T" PG 3G ELEVATION "G" PG 40 TRUSS PLAN PG 4E TRUSS PLAN PG 4F TRUSS PLAN PG 4G TRUSS PLAN PG 5 ELECTRICAL PLAN T #63 9u5 OFFICE. COPY nR www. drhorton. com CBC055300 6250 HeLzcmltincm.... Natic�nal Mriv4m CW1ancJc>, FL., 32822 • 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. 5�747 A.B. DESIGN GROUP, INC. 14411 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 JUL ® 12803 ®3 BAKERS CROSSING LOT #134 PHASE #21 DATE: 6/30/03 SCALE: I/48 I'-®' SHEET C 1 of 5 1 0 i ---------------------- T (T — I ■ EXTEND 1 D1 SLAB 1 1/2Lu — —, I ■ = � 411 4'-10" 15'-OII - B I 3 1/2" 24"X24"X12" I I GONG. CONC. PAD I "' SLAB W/(3)#5'5 E.W. I r- ON CHAIRS MIN. 3" COVER (3 )TYP. I5'-8" 14'-(0" l 20'-211 I — — — — — — — — — — — — — — — — — — — — — — — — — ENT�'*T' ELEV. — 'FOUNDATION PLAN I ■I 3 1/2" CONC. REINFORCED Wlra "X6 " #10/10 WWM ON ro-MIL. VAPOR BARRIER ON WELL -COMPACTED CLEAN TERMITE TREATED FILL OR -A APPROVED SUBSTITUTE, (RECRUIT = SYSTEM) X O QC uj Wc. OPT- .. w LAV. LAV. I I I TUB I m 15'-8" 2'-92'-8" , ■ ■ 28'-0" 91-011 31_011 28'-ro" 8'-211 3'-411 \4 3 1/2" W B CON(.-3 1/2" D1 SLAB ■ ■ ■ ■ ■ _\__ EXTEND I 1 lm SLAB 1 1/2" N B D1 p1 I C D1 0'-0" ELEV. FIN. CONC. SLAB 151-1011 ■ ■ 14'-211 F—�� Ip. w I ■ ,- • q I z o `TU -- I • � -� II CHASE 1- ■ ■ m �SHWR�I `9 II II W/ISLAN D OPT. LIJ � � - r (RANGE � c� I II 3 1/2 CON(. - - - SLAB - - H. C4 P.V.C. WH. IN CHASE a? I OPT. SAFETY PAN 3 1/2" I 6, D I PT. (I OPT. I W. ■ } } a—O'Q I I I —JL--J < Oa- I 0'-0" ELEV. Q� FIN. GONG. SLAB w� p Q U w � `4 6 OJ � 1 q I ua z� o O _ N X-q Z cn O CV ^ I z `Q X ■ woo ■ 19'-411 WJ 511 {II 41- {II 411 _I � ' `w VN 151-oI 8" CURB WALL a H.B. D 1 ■ ■ J EXTEND SLAB 1 1/2" I 11 I -3 1/2 DI -4 1/2° 3 1/2" - ■ GONG_ SLAB i ■ ■ ■ ■ ■ e 1 -01I 1/l 1 _011 / S��/ �Ste/ 4SE/01- 0 II i JUL n ' h IBAKERS I CROSSING LOT #134 PHASE #21 MODEL: 99 1 ^ 6 5 — L99 F. S. /B. C. 9 9 — 4" FOUNDATION FLAN DATE: 6/30/03 SCAT : 1/4'4-9)' SHEET 1 OF 5 ti BAKERS CROSSING LOT #134 PHASE #21 MODF,7 9 9 19 6 5- L 9 9 F.S./B.C. W-4" DOWEL PLAN DATE: 6/30/03 SCALE: 1/4'=1'-®' SHEET IAOF 5 3 3A.KERS ROSSING SOT #134 HAS #2 MODEL 991965- L" F.S./B.C. W-4" LINTEL SCHEDULE DATE: 6/30/03 S C ALE: 1/4' ■ 1'-0' SHEET I B of 5 JUL Z003 COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND GUSTS CALL # SQUARE FOOTAGE WINDOW SIZE AND TYPE ZONEF243/ 110 MPH WIND 120 MPH WIND 1 28 3068 W/12 "SL 4 0.5/ -22.3 -26.5 2 13 50"X36"X30" TRANS. ABV. 4 21.5/ -23.3 ELEV "DsE" 25.5/ -21.1 3 15 50"X42'X18" TRANS. ABV. 4 21.3/ -23.1 ELEV 'F' 25.3/ -21.5 4 6 54"X16' TRANS. ABV. 4 21.8/ -23.6 ELEV "r:;" 25.9/ -20.1 5 11Z GARAGE 16' X 1' 5 18.3/ -22.4 6 11 25-6H 4 21.1/ -22.9 25.1/ -21.3 17 25-SH 4 21.1/ -22.9 25.1/ -21.3 S 17 25-51-1 4 21.1/ -22.9 25.1/ -21.3 9 17 25-51-1 5 21.1 / -28.0 25.0/ -33.1 10 11 25-51-1 4 21.1/ -22.9 25.1/ -21.3 11 53 8068 513D 4 19-4/ -24.4 23.1/ -29.2 12 24 35-SN 4 20.6/-22.4 24.5/-26.1 13 10 23-SH 4 21.8/ -23.6 25.9/ -20.1 14 24 35-SH 4 20.6/-22.4 24.5/-26.1 15 33 35-5H W/ 54"X21"X19" TRANS. ABV. 4 20.2/ -22.0 ELEV "D" 24.0/ -26.3 16 35 36-SH W/ 54"X16 "X9" TRANS. ABV. 4 20.2/ -22.0 ELEV "E" 24.0/ -26.2 11 44 (2) 25-SH W/ HALF RND. ABV. 4 19.8/ -21.6 ELEV "F" 23.5/ -25.1 18 38 (2) 26-SH 4 1 ELEV 'Gil 23.8/ -26.0 O03060 W/12"51- 15 D= 35-5H W/ 54"X21'X19' TRANS. ABV. O D 4E = 50'X36 "X30" TRANS. AIBV. 16 E = 36 -SH W/ 54"X16 "X9" O F = 50 "X42 "X18" TRANS. ABV. 17 F= TRANS. ABV. (2) 25-SH W/ HALF RIND. ABV. G G;= 54'X16" TRANS. ABV. IS G= O (2) 26-SH BAKERS CROSSING LOT #134 I PHASE #2 MODEL: F.S./B.C. 9'-49) WIND LOAD CALCULATIONS DATE: 6/30/03 scAT SHEET i C OF 5 aa3 40'-0 II 2'-411 vV 14'-411 5'-211 13'-1sL/" 1-1'-811 31.411 PATIO x 0 -011 -- ------------- —EGFRE—, SS EGRESS I 8068 S.G.D. BDRM.#4 1 BDRM. 3 I I^ 9'-4" CLG. 1 (CARPET) - CLG. (CARPET) FAMILY 11'-4" I ROOM FAMILY ROOM BEYOND Q ?6 I I (CARPET) 211311 II_/ C% II 12'-9" N = 14'-2" `� 2 �-5 81-IO11 31=111 m ,iR I- BF. w w - ry _ ?8 42"A.F,F. ill a) _ 8' I1" 2'-9" -4° -SN 5C.ACG. 6 -0 BDRM. #2 _ BAT OPT. /------------ Q 9'-4" CLG. Icn (TILE) LA\ N �j ~— (CARPET) _ � I l ° —, —tom �- TILE LINE y I oPT. INSULATION -1 4 I I I 1R-1SH I/ I 0_01I \--- --SE/-- ---- -/ O OFT. ,AFCI4 OPrzN INCH ----------� I � 1 1 \-----------� O AfRT NICHE 0 FOYER ------------� I 1R- ISH \sj ------ -- I\ �I O Oi=T. COAL" CLOSE" FOYER I LOOK PLAN -/ OPT.ROUNDED CORNER BM. PJM 2 OPT. I I r------ -----� l_ U ARCH OPENING - W.I.C.JL OPT. NOOK FRENCH cD DOORS I I ,y' I— 9'-4" CLG. � m (D w (TILE) `r QC ' N N 1 �61 KITCHEN (TILE) MG OWNER'S ° •�0 @ I I w1,—`+'-®°— SUITE O.BATH w I I of m OPT. u Y 9 -4 cLG. 1 _ z (CARPET) — '-4" CLG D Q I �U I ISLAND AND10, ° (TILE) Elul I L----J `n ° 42 "A.F.F. F ca 85 A.F.F. z I (- J9 loll RANGE m L� i J 70 1 (Kl 21-411 4" 2{11 LA) - UI 3 `.'F ,,tttt m C" I J---- Q p --- N V W — — DINING - ROOM WN. R/A A/C `� �, to A 9' -4" CLG. (CARPET) `i 14'-411 5'-411 -10' 3'-0 4'-0 " I1'-0" I �% I r---ir ---� `� OPT. I I OPT., ATTIC I I D- II W.ACCESS J W/ OPTIONAL PULL DN. STAIRS (DE- ART NIGHE00 1 N 00 � I LIVING GARAGE THIS WALL NOT goo 4_0 5F, ROOM 9'-4" CLG. LOAD BRG. m FOYER 1 9'-4" CLG. ELEV. F " CLG. CTI E) LINE OF C 9'-4MEELEV. D, E, F 1 LINE OF CLG. ELEV. D, F 13'-411 CLG. I„1 r ELEV. D, E, F -- . ---------------- ENTRY H.B. W/11_011 1 VAULTED CLG ELEV. D, F ONLY TL 10'-0" X 11-0" O.N. SIDELIGHT `� mi 14! — — — — — — — — — — i4i 19 IIwIIIITmm ELEVATION "D4E" 50"X36 "X30" TRANS. ABV. ELEVATION 'IF" 50"X42 "XIV TRANS. ABV. ELEVATION `G" 54"X1(o" TRANS. ABV. 13011 , 1 S011 1-011 21-/ ll 21-/ II I- II I=511 ELEVATION I'D 11 35-SH W/ 54"X21"X19" TRANS. ABV. ELEVATION 1V 36 -SH W/ 54"X16 "X911 TRANS. ABV. ELEVATION "F" (2) 25-SH W/ HALF RND. ABV. ELEVATION "G" (2) 26-SH /--- -- �----— — — — — — — — — — — — — — — — — — - - �'r-1T. I -- ------------------ ENTRY= W/1'-0" VAULTED CLG ELEV. D, F ONLY SIDELIGHT` C_ I C2)-25-SN W/1/2 ROUND ABV. 41-411 I --------------------------------� FLOOR PLAN IELFV."F"4)N1LX LIVING ROOM 9'-411 CLG. (CARPET) (2) 25-SH 14'-611 20'-211 ,—-----------. — r I — — — — — ----------------, — 25-6H l I 1e I� 1 1 1^ MEDIA RM I I �D (2) 3-0 ? m I 1 I I 2'-4" ll' -4" - � 2' 41" I I II I K 4�\ — N I -------------- OOf=T. PANTIR�' II l 11_611 II_911 21_6l1 8'_611 ----------� I1 i 2U Of fi. 1„IE DI A IRCOt EXTERIOR MASONRY WALL BRG. HEIGHTS 9' - 4" WALL BRG. S Q e FT e CALC s' S LIVING G,AIRAC3E ENTR'r IAfiIO IS& I 412 22 E4 SO, SO, SCE. SCE. FT. FT, FT. FT. TOTAL. 2 455 SO. FT. BAKERS RO S S ING LOT #134 PHASE #f MODEL: 99 1 9 6 5 — L99 F.S./B.C. 9 9 — 4" FLOOR PLAN DATE: 6/30/03 SC AT: 1/4101-0' SHEET 2 or 5 1 BLDG. HGT.,, FRONT ELEVATION 9'-4" BRG. 21-0" TEXTURED FIN15H m'—O" FIN. FI—R. 13-4" BRCS. 9'-4" BRG. I 0 O'-O" FIN. F!_R. OFFRIDCaE _ 12_ VENT cf� ELEVATION ROOF VENTS PER 9l ED SBC REAR ELEVATION TEXTURED FIN15H 9'-4" BRCS. 0'-0" FIN. FOR. ELEVATION ROOF VENTS PER 131 ED 55C 13' - 4" BRG. 0 c� _4 1'-O" 1 BAKERS CROSSING LOT #134 PHASE #2 MODEL. 99 1 ^ 6 5 - L99 F.S./B.C. 9 9 - 4" ELEVATION )7 E " DATE: 6/30/03 SCALE: 1/45s1'—®' SHEET 3 E or 5 3UL 0 12803 2X4 COLLAR TIE EVERT OTHER RAFTER 2X RAFTER 2-12d EVERT TRUSS / 1X6 NAILER 2X RIDGE p 0� 0y LL 3-126 RAFTER TO NAILER -1/16" O.S.B. -/ IX8 NAILER —/— OR 1/2 PLY. 2-126 EVERT' TRUSS CONV. FRAMING DETAIL/VALLEY DBL. TOP PLATE D 1(o " O.C. 5. IN15H 6 �LL KNEE WALL DETAILC ENTRY s, roe` TRUSS PLAN * CONNECTORS TO BE 51Mfi SON U.N.O. * T'RU55 TO BLK META -1(o W/12-I0oIXI 1/2 * T'RU55 TO WOOD MT5-12 W/14-1 06X1 1/2 HEADER SPAN CHART SINGLE STORY APPLICATION 51ZE CLEAR SPAN DBL 2X& DBL 2X8 DBL 2XIO D5L 2X12 UP TO 5'-4" 5'-4" " TO 11-m � '-0" TO I0"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2Xro DBL 2X8 DBL 2XIO DBL 2X12 UP TO 5'-0" 5'-0" TO &'-4" ro'-4" TO S"-D" S'-m" AND OVER 4X4 POST=(2)2X4'S NAILED WITH 12d &"-S" O.C. STAGGERED 4X& POST=(3)2X4'5 NAILED WITH 126 (o"-S" O.C. STAGGERED HIP DETAIL BAKERS ;ROSSING SOT #134 'HASE #2 J MODEL: 99 1 9 6 r — L 99 F.S./B.C. 99— 499 TRUSS PLAN )) E)) ACCUSPAN (DATE: 6/30/03 SCALE: 1/4'=1'-®' SHEET 4 F ©F' - 5 AlL 0 1 Z093 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES n n IIOV OUTLET OF OUTLET IIfOV OUTLET WIRED TO —4 SWITCH ECUIPED WITH I UOV OUTLET GROUND FAULT CFI INTERUPTER 220V OUTLET GPI EXTERIOR WATERPROOF GROUND FAULT OUTLET INTERUPTER I DI SWITCH SWITCH 3-WAY OPER �4 SWITCH 4-WAY OPER. n WALL Y� MOUNTED LIGHT ( ) CEILING LIGHT � 1 VAPOR PROOF `OJVP LIGHT RECESSED CAN I CFM PER VENT. FAN SQ. FT. w VENT. FAN I CFM PER W/LIGHT SQ. FT. 0000 2' LIGHT STRIP 4' LIGHT STRIP 0 � 4' TRACK LIGHT z- FLOURECENT LIGHT RAP AROUND _ 2' FLOURECI=NT — — — — 4' FLOURECENT ® PANEL METER SMOKE BATT. SACK -UP OS.D. DETECTOR W/ INTER- E CONNECTED PENDANT L IGHT TELEPHONE ® JACK WATER HEAT. WH DISCONNECT AIR COND. A/C DISCONNECT TV TELEVI5ION JACK CEILING BOX REQUIRED TO CEILING BE SUPPORTED FAN/L IGHT IN ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT INTERCOM SPEAKER - - - - - - - - - - I WP. IN \ I I BDRM. #4 FAMILY �. ,7 I ROOM OPT. '_Its _ _ -�� 1\ %PRE -WIRE PRE -WIRE /?r ; -, CLG. FAN CLG. FAN BDRM. 3 PRE-UJIREC•� CLG. FAN S.D. BATH IFRE-WIRE � GF I GF I CLG. FANG BDRM. 2 I - NOOK W.I.C. _ I SEC. SYS. PRE -WIRE — — CLG. FAN I I � =0 I / G J L \BAT-----� 1 OWNER'S // �- I I \ �/ `(oti - - A(0) F SUITE // I �\ I KITCHEN 0 GF 1 0 GF I - - VP 3 WP. • GF I F71F 8 WH GF I a PANEL b �COND� WH. IN 44" A.F.F. SAFETY PAN 5 _O WALL MOUNTED LIGHT DINING 4 SWITCH IN ATTIC _ ROOM r 00 00 II PRE-WIRE��� GARAGE 00�� CLG. FAN 00 METER 000 F E I L D I I000/ LOCATION `"`�WWW CLG. OUTLET — — \1 WP. I I Q - - - - - - - - - - - - - - - - - - - - / PB FOR CHIMES ELFCTRICAY, PLAN L UC,. L)f- I.Y. /ANL) PH. OUTLETS 4 FAN TO BE VERIFIED ,wHOMEOWNER PRECONSTRUCTION MEETING NOTE: *ALL RECEPTACLES IN SLEEPING ROOMS TO BE ARC FAULT.(NEC 210-12) NOTE: #20 AMP DEDICATED LAUNDRY CIRCUIT. 200 AMP METER BASE 4 METER MAIN DISCONNECT COMBO SQUARE D 200 AMP. MAIN DISC. UNDERGROUND SERVICE BY POWER CO. LAV. I 11 4/0 ALU. CABLE TYP. A/C 200 AMP DISC. INSIDE PANEL 012 COPPER TO LIGHTS 4 OUTLETS #10 COPPER TO WATER HEATER #8 COPPER TO RANGE 1*4 COPPER TO 5/8" GROUND ROD ALSO SERVICE TO BE BONDED TO FOOTING STEEL ELECTFZCAL FZSEF� NOTE: ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY W/ APPLICABLE PROVISIONS OF THE NATIONAL ELEC. CODE,, LOCAL CODES, AND THE LOCAL POWER CO. 3 " V.T.R. —4 1 KI T. PLUMBING RISER DIAGRAM I I -----------�� O OFT. FANTR�- TO MAIN SEWER MEDIA RM/ PRE -WIRE CLG. FAN I I O I II I -- (1) OFT. 1" ED 1A Room BAKERS CROSSING LOT #134 PHASE #21 FI ODE�L: 65-L99. /B. C. 9499 ELECTRICA]L PLAN DATE: 6/30/03 SCALE: 1/4'=I'-0' SHEET 5 OF 5 Jut 0 1 ?®®3 1/2 11 X 9" A.B. 32 " O.C. 0"Xro" #10 W.W.M. ro" EMBEDMENT MIN. EMBEDMENT 1/2" X 9" Q WHEN UPLIFT FROM ROOF ANCHOR BOLTS AT 3' O.C. a 2 ABV. CONC. m GONG. SLAB q (0°X&" #10 W.W.M. 4" 2 15'S CONT. 4 4 � 8° _ a , (2) CONT. 05 REBARS Fr_ 7�ww Y_ \ GONG. 5LAE3 41" 11{� I _IIL3 #5's CONT.�/14_ m THE CKEN EDGE 2-#5'S ON CHAIRS GARAGE CURB STOP TYP. WALL SECTION 2 INTERIOR SEARING WALL INTERIOR, BEARING WALL 2-5TOf;PY2/4 � � BLK. SINGLE STORY NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. NOTE: FOR FLOOR BEARING WALLS 1.000D FR,41VR FOOTING CONNECTORS ONLY NEEDED WHEN THERE DO NOT INSTALL CONNECTORS. IS UPLIFT ON WALL CONNECTORS ONLY NEEDED WHEN THERE 15 UPLIFT ON WALL 3 1/211 HEAD OF GARAGE 3 1/2" HEAD OF GARAGE -�-#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS #5 DOWEL BARS (VARIES WITH SLOPE) (VARIES WITH SLOPE) OF DOOR IF NEEDED) r DIM VARIES 5/S" DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. 9 ANCHOR BOLTS AT 3' O.C. 1 5/0" CURB II &I'X&" 010 W.W.M. 1 5/0, CURB II &"X6" #10 W.W.M. CURB II ro"Xro" #10 W.W.M. (3) *15 RODS EA. WAY ON allCMU ONLY IF UPLIFT ON WALL MIN � EMBEDMENT MIN 6" EMBEDMENT "X6,, 010 W.W.M. EXTEND 1 1/2 ° rII CHAIRS (MIN. 3" COVER) I� ro "X6 RECESS #10 W.W.M. S /2 ° cfJ j II II GRADE 4 rr SLIDING R DOO CRACK 0 0 0 U �� 2-#5'S ON CHAIRS _ `� OU �� (3-5'S W/2-STORY) 0 0 _ - 2-05 5 ON CHAIRS 11-4" cn SLOPE LONG. m SINGLE (3-5'5 W/2-STORY) , sINGL TO FRONT(1/4" -1/2'I ) m 1 _gl 3 #5'S ON CHAIRS STORY 2-0 11_011 2 #5'S ON CHAIRS 11_g STORY 1 8 1 I/2'I TWO 1/211 INSIIDE FtG. At GARAGE StEP-UP STORY TWO STORY INSIDE FTC. AT GARAGE STEP-UP 2-STORY BEARING WALL- A GARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 24"X24" EXT. PAD SLAB AT SL. GLASS DOOR 1-STORY BERING WALL DOOR RECESS 8 �A 1 CONC. SLAB OVER CLEAN, #5 REBAR SET IN 2000 COMPACT TERMITE TREATED PSI EPDXY 25" MIN. ABV. TOP CORD BLOCKING AT 4' L, (o MIL. VIS. VAPOR I SLAB/ro" MIN. EMBEDMENT O.C. MAX. IN FIRST 2 FRAMING GARAGE SLAB � `" z �I'X�" #10 W.W.M. N II IIXro" #10 W.W.M. SPACES AT EACH END. \ � � RAFTER OR TRUSS A m p NAILING SCHEDULE LL NOTES IN REFERENCE ROOF SHEATHING LAYOUT �RooF SHEATHING Ilil[­_ ROOFDIAPHRAM TC:> FLORIEDA BUILDING ` VICIONG. WALL 8" DRIVEWAY GARAGE BEYOUND o 0 o I 3 #5 5 CONT. I'_g 3" MIN. COVER TYP. RETROFIT FOR ALL OMITTED FOUNDATION DOWELS IAn AND ENDWALL BRACINCB FOR GABLE END FRAMING Z a USE 1/16' O.SB, OR 1/2' PLY WITH 0B CAN NAILS AT 4' O.G ATOO E 2001 SUPPORTED PANEL EDGES AND 0S GUN NAILS AT 6' O,C. ATCURB RomsHEA�MDoG, LL BEE DETAIL. USE -8 GUN NAILS s 4' O.C. EXTERIOR%EATHMG SITE PLAN NOTES 71�A I\ - USE -1/16' O.S.B. OR 1/2' PLY WITH -8 GUN NAILS AT 6' O.C. AT V :::3 PANEL SIDES AND -8 GUN NAILS 4' O,C. TOP < BOTTOM In PANEL AND ro GUN NAILS AT 6' Or- AT U LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IS' ABOVE GARAGE DOOM BUILDING LENGTH NTER*tMATE SUPPORTS. ALSO SEE DETAIL. CROILN OF FRONTAGE ROAD OR AS NOTED ON PLANS. NOTE: GUN NAILS SHALL BE PERMITTED AS AN 2) UNLESS OTHERW15E NOTED, THIS BUILDING IS NOT INTENDED TO BE 1 OPENING 2-5TORY FOOTING ACCEPTABLE FASTENER FROM ANY MANUFACTURER CONSTRUCTED WITHIN A FLOOD ZONE REQUIRING A FINISH FLR. ELEVATION NAIL REQUIREMENTS ABV• 105' MEAN SEA LEVEL. CONTRACTOR SHALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. SIZE HEAP I LENGHT IDIA. I TENSIL-BTR 3) LOT DRAINAGE SHALL CONFORM TO ALL LOCAL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTION. 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER BYSTEMB TO AN OFF -SITE DRAINAGE FACILITY. 8d ROUNDMODIFIED OR T 1 -1/8' L113 I'10jd00 10d 2 We' 128 110000 POURED LENTIL .`a;. CONT. C TYP) < 2X WALL FRAMING �, .. (3) 1/2 "Xg" ANCHOR BOLTS 8 CMU FILLED -e' or (3) 1/2 "X8" J -BOLTS -' MIN. (o" EMBEDMENT CELL (TYP") W/ 2 "X2 "X1/S WASHER AND EXT. FRAME WALL TO NUT SPACED EVENLY FROM BLOCK WALL CONNECTION FLOOR TO BOND BEAM. SET ,4 IN JOINTS PRIOR tCJ FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) II II II II II II III I TO BE II II I I OUTSIDE BAR ' ✓ REBAR (I II II II II CONTINUOUS = _ _ _ _ = _ _ = _ - 25" MIN- LAP TYP. REBAR LAP p CORNERS cn LU -i Q a Z Lu Z (d U Q � _ �Q @ S G AILS s 4 " O.C. #ggI GUN NAILS TOP BOTTOM EDGES ) � '� ro" O.C. IN FIELD ,tt @ V C() a �, a -A � _j - w - LLI (� z U Z Z Q Z Z I ` - U # (d O - p � n TYF'. EXTERIOR SHEATHING I l�l-"II ' 1 �l f-1 ATTACHMENT IT FOR �OOF �T'1 /� TI� IN @ NOTE • I I II I }� }� WHEN GLUED TO ROOF R IEMBERR NOTE: NAILS TO BE MFG. EBY MEMBER OF INT. STAPLENAIL 4 TOOL ASSOCIATION GENERAL NOTES I. DESIGN AND LOADING A. ALLOWABLE UNIT STREBS AND DESING CRITERIA: I. BUILDNG CODE REQUIRM)=NT6 FOR REINFORCED CONCRETE ACI 318 2. FLORIpA BUILDING CODE 2001 3. WIND SPEEDS Ilo-12o (PERUJIND SPEED MAP) 4. WIND IMPORTANCE FACTOR (1) 5. D EXPOSURE '15' 6.wNtRNAL PRESSURE CO-EEFfCIEN7 +IS tHRt1 -18 2.501E 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 STRUTURIAL CONCRETE BUILDING ACI 301. B. ALL CONCRETE SHALL DEVOLOP NINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS G. REINFORGINCs BARS SHALL CONFORM TO ASIM A615 A616 OR roll, GRADE 40 4. DESIGN LOADS a IN ROOF ACCORDANCE DA CE LUI OF FLORIDA BUILDING CODE 2001 CHAPTER 16 �LAI` D CiAI-IIVC3, IIQKIC3A I IVIV, 13C KI-IIIVCt t I CG. OHALL C:C.JIVI'V1V-I I V LVC:AL CODES, REGULATIONS AND RESTRICTIONS HAVING JURISDICTIONS AND AS SELECTED BY BUILDER 6) SWIMMING POOL, PERMITTED SEPARATELY BY ENGINEERED SHOP DRAUJA, AND ASSOCIATED WORK IS TO BE PLUMBING NOTES 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 $f$S TO BE PROVIDED WITH BACKFLOW PREVENTER 1) ELECTRIC 0 WATTSTER SHALL HAVE A STANDBY LOSS NOT TO EXCEED 4� wATTs PER SQUa Fool of TANK SURFACE AREA 87 PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. SHALL BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. ROUTED Z BOND BEAM +F 2 -#5's REBAR I STORY ( 11 - g II e EDGES 0 " - 12 " IN FE I L. D KJ .a i SL/ DGE G+ 4 10"-12" 5. LUMBER A. ALL STRUCTUAL LUMBER SHALL BE n SYP. ALL STUDS SHALL BE STUD GRADE SPF. (ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MA60NARY 9) ALL POOL PLUMBING AND RELATED EQUIPMENT SHALL BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. TIE TO HORZ. BARS Lu 3-05's REBAR 2 STORY SHALL BE PRESSURE TREATED) PLUMBING CONTRACTOR SHALL PROVIDE TWO COPIES OF 'AS -BUILT' " (V > 8 MIN. EMBEDMENT O T�'P. EXTERIORR SHEATHING ATTACHI"RENT 6. TRUSSES A. PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER 10) ALL CLEANOUTS FLUSH WITH GRADE. FOR SHEAR, AND UPLIFT FLORIDA BUILDING CODE 2001 v }� p / l (O.S.B- TO 5E STRUCTURAL GRADE) TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, RIDGES. HORZ. REINFORCING VERT. RE IINF. -7. GARAGE POOR I IN GROUTED (0 00 CONNECTORS FROM PLATE TO STUD TO PLATE A. ENGINEERED FOR 120 MPH WIND m3 SEC, GUST. 12) SIZE AND LOCATION R TEANOUT6 SHALL coNFORM TO FLORIDA PLUMBING CODE CURRENT EDITION. CELL ARE NOT REQUIRED EXCEPT AT OPENINGS B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE 8. ASPHALT 6HINGLES 2001. ' #56 GUN NAILS A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 \ A �� � � � � � �� � �� � � � � � cD 12 " O.G. I N F I E L D B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENt t0 BE ASTM D-226 14) PLUMBER TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 150 ALL WATER CLOSETS SHALL BE WATER SAVING lb GALLON FLUSH TYPE f/ FO U N aATI O N NOTES CL.EANOUT REQ'D 'l� 1. FOUNDATION DESIGN BASED ON 2000 P.s.F. MIN. ALLOWABLE HEARING= BLOCK NOTES a • ,�, n FOR GROUT LIFT � a PRESSURE. I. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR 60LIP UNIT r > 5� FT. UNLESS ' POURED LENTIL 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND MASONARY IN ACCORDANCE WITH ASTM CW AND C145 AND SHALL HAVE A NET AREA COMMPRESSIVE STRENGTT OF 1900 PSI. HOiRZ. REINFORCING Z (f FOOTING DWL IS O CONT, (TYP) Z 0 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 C210. �O I' HOOK fU NOT REQ'D. "'d ' 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 U "a e% SIDES: PRE' -CAST HDR. 2X6 GARAGE DOOR 5UCK W/ - AGGREGATE 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING: A. ASTM A82 FOR JOINT REINFORCEMENT AND WIRE ANCHORS_ B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. "XSI' @ BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. C. ASTM A36Fi FOR SHEET METAL ANCHOR'S AND TIES. (3) 1/2 ANCHOR BOLTS 0 •'ba or (3) 1/2 "XS" J -BOLTS TYP. FLOOR DECKING 5. REINFORCED STEEL: ASTM ArvI5, GRADE 40. VERTICAL REINFORCEMENT SHALL BE "5 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 TO SALT CORROSION SHALL ' (" EMBEDMENT MIN. ATTACHMENT TO FLOOR JOIST ALL CORNERS AND OPENINGS GREATER THAN 6'. TIE VERT. DOWELS TO HORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING 7HE REQUIREMENTS A90. a" CMU FILLED W/ 2 "X2 I'X1/S WASHER AND EA. SHEET TO 8E GLUED AT ALL 6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY Work, GENERAL. N RAL: I. ALL MORTAR JOINTS FOR HOLLOW MAJOIN UNITS SHALL EXTEND THE WIDTH SHELLS. MORTAR JOINTS FOR SOLID MASONRY _ _ NUT SPACED EVENLY FROM CELL (TYP.) �' FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'X2'xl/8" FULL � FACE MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. - FLOOR TO GARAGE DOOR PI -DR. EXPOSED JOIST AT 3' O.C. STARTING AT 8' OFF EACH CORNER 2. BED AND HEAD JOINTS SHALL BE 3/8' THICK. IN JOINTS PRIOR TO FILLING. 1. DE51GN LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BONA CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MASONARY UNITS ARE LAID STACK BOND, S GAGE HORIZONTAL JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 1-2Xro PT BLOCK w CENTER OF PER WIND MAP. SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN W O.C. DOOR HEADER WKI) 8. FOOTING REINFORCING SHALL BE 2-"5 REHARS 1-STORY, 3"-5 REBAR 2-8TORY. 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 GAME CELL THEY MAY BE N LED. u u or (1) 1/2 XS J-BOLTS MINIMUM OF 25. 3. 6PLICE LENGTHS SHALL BE A MINIMUM OF 25". 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 IDENTIFIED (o" EMBEDMENT S. ALL FOOTINGS ELEVATION MUST BE 12' BELOW IN ACCORDANCE WITH ASTM A615, A616, A617, OR Al 6� W/ 2 "X2 "X1/S WASHER AND NUT FINISH GRADE 10. FINISH SLAB TO BE 8' ABV. FINISH GRADE -77 JUL 2003 BAKERS CROSSING LOT #134 PHASE #2 1V�CO NO LI'THIC BLOCK DETAILS NOTES DATE: 6/30/03 SCALE: 1/4101'-®' SHEET DI OF A- MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 8'-0• 4'-II 1/2' Z'-11 1/2 AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER Cr- FULL LENGHT STUDS AT EACH END OF HEADER 1 2 3 2X4 SUB -BAND CHASE CaROVES,WAVERLEE WOODS 2X4 SUB -BAND HURRICANE STRAPS 2X4 SUB -BAND FEILD STREAM CHASE GROVE S,WAVERLEE WOODS (SEE TRUSS PLAN CHSE 2X6 SUB -BAND o FEILD STREAM FOR CONNECTOR) FEILD ST�REAMSWAVERLEE WOODS 2"X4" BLOCKING LAKE KEHOE,GYPRESS HEAD 2X6 SUB -BAND ALOMA WOOD2X6 SUB -BAND FIRST TWO BAYSS LAKE KEHOE,CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4'-O" O.C. MAX METAL LATH WRAPPED/ALUM FINISHED FASCIA ALOMA WOODS -ow —ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 24" O.C. WRAPPE WOODS FINISHED FASCIA # ASPHALT SHINGLES. OVER 15 FELT OVER 1/16 OSB OR OVER 115 FELT -1/16" OSB 7/8" TEXTURED SHEATHING 1/2" PLYWOOD -1/16FINISH " OSB. SHEATHING R-19 INSULATION FIBERGLASS SHINGLES _ R-19 INSULATION METAL DRIP EDGE ►-� OR 1/2" PLY. ON #15 FELT OVER OR 1/2 PLY W/ 15# FELT HURRICANE STRAPS 7/16 OSB. SHEATHING 3/4" T 4 G PLYWOOD (SEE TRUSS PLAN METAL DRIP EDGE ZX4(CONTJ ®t SEE TRUSS ENG. -•-- ROOF TRUSSES TO BE GLUED lm FOR CONNECTOR) METAL pRIP EDGE 1/2" CLG. BOARD 4 TEXT. FOR PROPER 24" O.C. 4 NAILED O (1i#5 CONT. 2X4 DOUBLE PLATE (TYP.) LL UPRIGHTS OVER 2X4 SPF StIOVER 4 AT FOR BRACING HETA-16 ALUM. FINISHED VENTED SOFFIT EM BEDDED 1X2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS LINTEL STRAP ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 8 LINTEL BLOCK FILLED 0 0 No 1/2" DRYWALL ALUM. WINDOW 1/8" TEXTURED FINISH SEE FLR./ELEV FOR DES. OVER #15 FELT OVER PRE -CAST LINTEL 1/0"TEXTURED FINISH ON WOOD BASE 1/16" O.S.B. SHEATHING R-19 INSULATION 3/4" T � G PLYWOOD CMU'S TEXTURED FELT BARRIER OVER GLUED 4 NAILED OR 1/2" PLY. �-� FINISH ALUM. WINDOW -1/16" OSB SHEATHING OR 1/2" PLY. I a SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FROM 2nd FLR. LINE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE PRE -CAST SILL SEE FRAME PLANS TO DBL TOP PLATE W/ 1/2" CLG. BOARD 4 TEXT. �� 2X4 RE-FORCEMENT (CONT.) TWO STOR� 1/2 [DRYWALL 2X4 J015T TYPE SIMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR MSTA-24 24" O.C_ MAX S" CMU R-4.2 INSULATION O (1)5 CONT. SEE TRUSS PLAN FOR I-•IDR SIZE 1X2 P.T. FURRING STRIPS HETA-16 1X2 FURRING STRIPS FLR JST TO BLK ALUM. WINDOW BAND DETAIL TEXTURED FINISH I/4° WOOD BASE SEE FLR./ELEV FOR DES. g" LINTEL BLOCK FILLED 1 ° ° 1/2 DRYWALL SILL 1/16" OSB SHEATHING 0 Q PRE -CAST LINTEL OR I/2" PLY. UNDER WOOD BASE (TYP.) FELT BARRIER PRE -FAB TRUSS � 4 ALUM. WINDOW zFLOOR JOIST/ 7ro"X(oll #lO W.W.M. FLOG �� OR FIBER MESH SEE ALUM. FOR DES. SILT- R TRUSS 1/2 CLG. BOARD 4 TEXT. ° REINFORCEMENT SEE FRAME PLANS 5P_4 32" O.G. STUD 2X4 DBL. TO PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-16",w 32" O. C. MAX FOR JOIST TYPE P PLATE _ 1/2" CLG. BOARD 4 TEXT I/2" DRYWALL SOIL OVER & z z w GOMP4CT,TERMITE TREATED O C15 CONT. } S" CMU BAIRRIEIR,W/6X61L1®I VAPOR " 1X2 FURRING STRIPS 2X4 WOOD STUDS N I _4 2 #5 CONT. # S LINTEL BLOCK 2X4 CONT. STRESS 10 TEXTURED FINISH 1/4 BLOCKING MID -WALL WOOD BASE (TYPJ PRE -CAST LINTEL "" ° ° 1/2" DRYWALL p c� E---� 2X4 PT. PLATE ALUM. WINDOW 5P-4 32" O.C. e STUD 1/2"X9" A.B. 32" O.C. T T F. WALL SECTION _`� � � SEE FLR./ELEV FOR DES. (WHEN UPLIFT) 6" EMBEDMENT BL< 1= STORE Q Q SILL 6 "X6" 010 W.W.M. _ WOOD BASE (TYPJ PRE -CAST SILL - CONC. SLAB z Lx 3 #5's CONT OR FIBER MESH CONC. SLAB # 4" 4" Y w z w REINFORCEMENT 2 5 s CONT. ' N 0 m0 I'-8" g" CMU 6 MIL VIS 1 -4 m U VAPOR BARRIER - STORE' TEXTURED FINISH 1/4" INTERIOR 5E,45,"fNG WALL ASPHALT SHINGLESo OVER T%P. WALL_ SECTION NOTE: FOR WALLS W/FLOOR LOAD ONLY # E FELT ON 1/2 O.S.B. w - DO NOT INSTALL CONNECTORS. SHEATHING OR I/2" PLY 2'X4" BLOCKING 2 -�TOR� � - FIRST TWO BAYS Z METAL DRIP EDGE ► 4'-o" O.C. MAX 6 "X6 " #1 m W_W.M. � � 2X4 DBL TOP PLATE 2X4 SUB -BAND O OR FIBER MESH CHASE GROVE &,WAVERLESEE TRUSS ENG. E WOODS REINFORCEMENT FEILD STREAM 2X6 SUB -BAND 6FOR PROPER ROOF FRAMING W/ CONNECTORS LAKE KEHOE,CYPRESS HEAD BRACING (SEE TRUSS PLAN) z w z w ALOMA WOODS a � p m � C3> #5's GONT". WRAPPED/ALUM FINISHED FASCIA ROOF TRUSSES DBL. TOP PLATE 1/2" DRY WALL CRIPPLE STUDS Ff It'ST FLOOR BLOCK ENG. GABLE TRUSS 1R-19 INSULATION 2X4 SPF STIFFER 4' AT SECOND PLO —OR FRA1 IE ALL UPRIGHTS OVER 4'-10" (SEE TRUSS ENG. FOR SIZE) uuuuuu I 1/8 TEXTURED FINISH HE,41DER (SEE PLANS) 2X4 16" O.C. MAX OVER 15# FELT OVER 1/2" CLG. BOARD 4 TEXT.JI PRE -FAB TRUSS -1/16" O.S.B. SHEATHING 2X4 PT. OR 1/2" PLY. 2) L NAILER 19? 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT. PLATE C2) LAYERS �/A SF-4 32" O.C. to STUD 1 2X4 DBL. TOP PLATE ON GALV'D. METALL 1/2" X 9" A.B W/ O.S.B.SECURE EA,, LAYER LATH OVER TYVEK MIN. 6" EMBEDMENT 2x4 P.T. PLATE W/ ° W/2 Sd,s 8"-12" O.C. -� HpR. STUp(S)/JACK(S) - 1/2" DR'I'UJALL OF #15 FELT 2 DIA. EMBEDMENT :,,.. ER /2" IN. ANCHOR BOLTS MAX. ',' ` 32" O.G. MAX MIN. 6" EMBEDMENT 1/2" X 9" A.B OR J-BOLT LSTA 12 2X4 WOOD STUDS #5 " C.C. CONT. W/2" DI S AT 2X32" O. C. 32" O.C.MAX STUD TO HDR. FULL LENGTH STUD(S)/ 2X4 CONT. STRESS V Igo" O.C. r f, , SECURE TRUSS TO 2X6 W/ KING STUD(S) SF-4 BLOCKING MID -WALL :. TOP' 4 BOTTOM) •+� 2 6 -8° CONC. FILLED LINTEL 3/4" T4G 5U5FLOOfR PLYWOOD TO TRUSS NAILING BLK. REINF. WITH C1'5 ROD 4" O. G. v EDGE GLUED 4 NAILED 6" O. C. IN FEILD 8 cMU .00 TEXTURE FINISH 1X2 P.T. FURRING STRIPS FLR. JST. SIZE SEE FRAME PLAN SHEATHING OVER 2X4' ;;,•,,•,� .09 R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 1/2" CLG. BOARD TEXT. .10 1/2" DRYWALL = _ — — — — — — — — — — 1st FLR. STUD 2X4 DBL_ TOP PLATE 1.0001D FRA1-1E TO B L.K. — — — — — — — F M5TA-3io 32" O.C. 1/2" DR�'WALL ' I II II N 2X4 WOOD STUDS WOOD BASE I I I I I I 2X4 CONT_ STRESS (o" O.G. BLOCKfNG MID -WALL I I I I I I 2X4 PT. PLATE NAIL PER SCHEDULE/ BOLT PER FND. PLAN SF'-4 32" O.C. a STUD 1/2"X9" A.B. 32" O.C. z <1 MIN. 611 EMBEDMENT 6 "X6 "' #l0 W.W.M. 0 0 OR FIBER MESH CONC. SLAB z - REINFcORCEMENT TT'F=' EXTERIOR OPENING IN FRAME 3 #5's CONT. 4 4 2X4 COLLAR TIE 2X8 RIDGE 0 O L11z w 1 _g EVERY OTHER RAFTER i- }�} w 4 p� 2X6 RAFTS 0 `v 0U > 2 #5 CONT., U c� TAP. WALL SECTION 1� 2 -STORM- 2-12d EVERY TRUSS INTER10fR BEARING WALL 1X(o NAILER 3-12d 3-126 RAFTS NOTE: FOR FLOOR BEARING WALLS TO NAILER DO NOT INSTALL CONNECTORS. O.S_B. 1X8 NAILER OR I/2" PLY. 2-12d EVERY TRUS BL< I -STORY (GABLE) M(NIML�M WALLAND DEADER 5TUE) R QUA R M NT5 CONY, FfR X' iINGP DETAIL=/V BAKERS CROSSING LOT #134 PHASE #2 � J MONOLITHIC BLOCK DETAILS & NOTES DATE: 6/30/03 SIC AT: V412 1'-0' SHEET T_'N 2 OP' 4 JUL 0 1 zoa� IOOO Ui=L 11=T S IMPSOM MTS-12 W/1 106 TO TRU55 AND C2)1/4" X 13/4" TAP GON5 TO CONT POURED LINTEL # 2000 L iFL IFT (2)51MPSOM MT5-12 ONE EA. 51DE OF TRL OPPOSITE SIDE OF E W/-I 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL -BUSS FINISH LANDING 3 BOND BEAM TAP CONS MIN. 2" COVER 2" APART TRUS& 4NCkOfR D T,4f L= fRT fRCF i T 9" MIN. LESS THAN 10' REQUIRES P N051NG D5L 2X12 FLOOR J015T 3/4' PLYWOOD 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 RISERS/TREADS ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CR055 SECTION DIA. TO BE 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPABILf TY WINDERS- MIN. 6' WIDE -w NARROW END MIN. 11' WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. IX2 PT.TOP OF BOX DBL. TOP PLATE - 2X4 STUD —\ 1/16OR 15/32' O.S.B_ Wn/a' TEXTURED FINISHED OVER GALVINIZED METAL PAPER BACK LATH SIMPSON H-5 (MIN-) ® 2X4 TO TRUSS PRE. ENG. TRU85 2X4 BTM. PLATE 3/4" PLYWOOD 2X12 TREAD CUT TO FIT ,— 1X8 RISER LESS THAN 4" TYP. II II II BETWEEN 'SPINDLES 51-4 OR H-5 TOP PLATE TO STUDS 2'-0' ABV. 10'-0' LEVEL TO ROOF OR 2'-0' ABV. HIGHESt RIDGE WITHIN 2'-0' ID'-0" FRAMED CRICKET HANZ 1/2" C IX 1' NOSING TYP. X Q ctl y r STAID SECTION [DETAILS PRE. i=NG. TRUE IX2 PT.TOP OF DBL. TOP PLA' 1/I6' OR 15/32' W/1/5' TEXTURE FINISHED OVER GALVINIZED ME PAPER BACK 1 CHI1 INE� �)ETAILe CRICKET SIMPSON H-5 (MIN.) e 2X4 TO TRUSS SECTION 2'-5-1/2° FLAN VIEW STUDS FROM TRUSS DS TO DBL. PLATES ABV. 12" z L I 36 " MIN. FINISH STAID UJINIDfR [DETAIL ASPHALT SHINGLES OVER " 15 FELT ON l/Iro' O.S.B. (2) 2X4 02 ND SYP DIAGONAIL BRACE W/ 3-12d e EA TRUSS ( DIAGONAIL 5RACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 BAYS AT 51HEATHING 5EAM5 (2) 10d NAILS EA END TO TRUSS 2X4 5YP 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' 7/16' 085 SHEATHING USE Od NAILS AT 4' o.c. EDGE 4 ro" o.c. FIELD RA)s is MnAls is Is 1% Is is it is is A Isimbojis m-1% 1% It x IM A A I L 2Xro PT. PLATE BOLT W/ I/2'X9 A.B. OMMOM (W/ 2' DIA. WASHERS) 9 32' O.C. MAX. 1/2' CLG. BOARD RU55 24' o.c. NAIL CONT. RAT RUN TO INSUTION TRUSS W/ (2. 12d EA. TRUSS R-I3 MILAN. 1-05 REBAR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL BRACE. 0'-0' TO 30'-0" (1) 'X' BRACE 30'-1" TO 60'-0' (3) 'X' 5RACE N 'X' BRACE m CENTER) C2 'X' 5RACE DIVIDED EaUALY FROM CENTER TO END) G�AE3LE ENS C 0!55 AC N 1= STO 2X4 SECURE TO 2X4 MILK W/2-11d _ SECURE TQ BLK W/ META-16 2X4X�4' SECURE TO TRUSS W/ 3-12d 6'-8' Off'. MAX TYP. 2x4 BLK SECURE THRU TRUSS W/3-12de `"PER ENG'D TRUSS 24' O.C. MAX I'-0" 2'-0" 2' - D" EXTEN51ON e OFT 5ERVIC1= N.T.S. METAL LATH 1/16" 05B OR TEXTURED 1/16" 055 OR 1/2" PLYWOOD FIN15H 1/2" PLYWOOD W/ 154* FELL W/ 1541 FELL 2X6 (GONt.) 2X6 CGONTJ 2X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) SIMP50N EXPANSION 2" MIN. HETA-16 JOINT OVERLAP CAULK S IMP50N CMU'S HETA-I& CMU'S TEXTURED TEXTURED FINISH FINISH TWO 5TQF,1- TWO &TORY FIRST -FL R 5LOGK SECOND FLOOR FRAMING (2P 2X4 "2 ND SYP DIAGONAIL BRACE— W/ 3-12d @ EA TRUSS ( DIAGONAIL BRACE TO) COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS (2) 10d NAILS EA END TO TRUSS 2X4 SYP STIFFBACK AT ALL UPRIGHTS OVER 4'-10" 7/16' 055 SHEATHING USE ad NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/9" X 5 LAG OR SIMPSON HTC-4 ® 32' O.C. MAX. SHEATHING NAILING TO BIE 6"-8' O C. IN FIELD 4' O.C.®ALL EDGES W/861 NAILS " 15 FELT ON -1/16' O.S.B. �GOMMOM 1/2' CLG. BOARD TRUSS 24' o.c. NAIL CONT. RAT RUN TO INSULATION TRUSS W/ (2) 12d 6 EA. TRUSS R-113 MIN. 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE -2X4 STUD 16' O.G. MAX. 2X4 5TM. PLATE iU5-FLOOR NAILED HETA-16' FLR J5T TO BLK \\--FLR TRUSS 1-05 RE5AR CONT. 0'-0" TO 30'-0" (I) 'X' 5RACE 30'-1' TO 60'-0" (3) 'X' 5RACE 0 'X' BRACE tv CENTER) C2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) ,41=E ENID CF�Oe3 SAC INS 2 - eTOfZ,)"T' IBAKERS I CROSSING ILOT #134 PHASE #� MONOLITHIC BLOCK DETAILS & SECTIONS DATE: 6/30/03 SCALE: V4''•1'-01 SHEET D 0f 4 2 X 4 (MIN 2 X 3) I-3/16 TAPGON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4') 2 X 4: CEKI 8' FROM EACH END AND 18' SECURE TO BLOCK O.C. MAX. MIN 1- 1/4' E W/3/16" TAPCON5 OR DRIVEMBEDMENT 2 X 4 (MIN 2 X 3) I-3/16 TAPCON PIN (MIN SHANK SIZE.145 OR DRIVE PIN (MIN SHANK 6IZE.145 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON MIN HEAD HEAD SIZE 300 MIN HEAD SIZE 30o OR DRIVE PIN (MIN SHANK SIZE.145 MIN EMBEDMENT 1 1/4') I WITHIN 8' of EACH END ¢ MIN EMBEDMENT 1 1/4') MIN HEAD SIZE .300 ' O.C.. MAX. SPACING. 8' FROM EACH END AND 18' PRECAST HEAPER(MIN) MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 15' 2 O.C. MAX. MIN 1-1/4' EMBEDMENT O.C. MAX. MIN 1-1/4' EMBEDMENT SECURE SECURE TO BLOCK BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPGON EXISTING BLK ABV. TO OR DRIVE W12-3PIN OR DRIVE PIN (MIN SHANK 51E 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON (MIN SHANK SIZE.145 MIN HEAD SIZE 30 LESS THAN OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH MIN HEAD SIZE 300 MIN EMBEDMENT 11/4') 1 1/ 16' HIEGHT. MIN HEAD SIZE.300 7/S' TEXTURED FINISH MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 16' MIN EMBEDMENT 1 1/4') l/I6' OSB SHEATHING WITHIN 8' OF EACH END 8 IS" O.G. MAX. SPACING. O.G. MAX. MIN 1-1/4" EMBEDMENT 8' FROM EACH END AND 18' 2 X 4 16" O.G. MAX.(WHEN OVER 16' IN HIEGHT.) 2 X 8 (MIN 2 X 31 2-3/16 TAPCON O.C. MAX. MIN 1-1/4" EMBEDMENT 2 X 4 (WHEN OVER 16" IN HIEGHT.) 2 X 8. OR DRIVE PIN (MIN SHANK 51ZE.145 i/16' O5B SHEATHING I/4' TEMPERED MA60NITE 2 X 50LID BLK'G g ARCH SECURE W/2-12d EACH END SECURE SECURE TO BLOCK B C ---1/2' DRYWALL MIN HEAP SIZE GLUE d NAIL W/Sd'S 8'-12' O.C. ATTACHMENT PER MANUFACTOR'5 SPEC'5. 16" To O OR DRIVE8' CMU-- PIN (MIN SHANK SIZE.145 —1"X4" OR 1"X2' P.T. NAILER MIN EMBEDMENT 1 1/4') 1 1/ 8 FROM EACH END AND IS 2X4 BLOCKS �MTL WDW FRAME MIN HEAD SIZE 300 DOOR CASING O.C. MAX. MIN 1-1/4' EMBEDMENT CMU WALL MIN EMBEDMENT 1 1/4')WITHIN *NOTE: NO GAP WDW FRAME 8' OF EACH END NOTE: TO EXCEED I/4' 15' O.G. MAX. SPACING. DOOR JAMB SHIM AS NEEDED TO PLUMB JAMB A� G� UJ A�[DETAIL I I U I AND 1(oI I Al �l D l �I,1D�- A C� UJA� IDT A L C U I$ A LUA�- ATTACH TO 2 X PER MANUFAGTOR'S DO NOT EXECEP 1/4". DETAILS. JA1�5 TO 5LOC 1= 1/2 11 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 PRECAST HEADER(MIN) MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') DBL. TOP PLATE 8' FROM EACH END AND 18" 1/5' TEXTURED FINISH O.C. MAX. MIN 1-1/4" EMBEDMENT MORE THAN 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 16" HIEGHT. SECURE 2 X RIP TO FIT W/2-12dS 6'-8" O.G. MAX. i/lro' 05B SHEATHING OR DRIVE PIN (MIN SHANK 51ZE_145 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) IX4 P.T. OR 5/4' X 4' MIN. SECURE THUR FRAME AND MIN HEAD SIZE 300 EXTEND 1-1/4' INTO BLOCK MIN EMBEDMENT 1 1/4') 2 X 4 (WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE 8' FROM EACH END AND IS' 2 X SOLID BLK'G a ARCH PIN (MIN SHANK SIZE.145 O.C. MAX. MIN 1-1/4' EMBEDMENT T/16' 05B SHEATHING SECURE W/2-12d EACH END MIN HEAD SIZE 300 --- I/2" DRYWALL 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O.G. MAX.(WHEN OVER 16IN HIEGHT.) ATTACHMENT PER MANUFAGTOR'S SPECS. MIN EMBEDMENT 1 1/4") �� CMU 8" REFER t0 MANUFACTURING I'X4' OR I'X2' P.T. NAILER OR DRIVE PIN (MIN SHANK 5IZE.145 2X4 BLOCKS `MTL WDW FRAME DETAILS FOR SPACING. -DOOR CASING MIN HEAD SIZE 300 •NOTE. No GAP g WIDW FRAME MIN EMBEDMENT I I/49 CMU WALL TO EXCEED 1/4" NOTE: 8' FROM EACH END AND 18° - '� SHIM AS NEEDED O.G. MAX. MIN 1-1/4" EMBEDMENT C, �4 UJ `r D T � ( C I I /� I I I /� DOOR JAMB TO PLUMB JAMB DO NOT EXEEED 1/4'. A�C�UUA� IDTA f 1� AND OF /A /A _ DOOR JA1 DBL. TOP PLATE - B DBL. TOP PLATE DBL. TOP PLATE DBL. TOP PLATE 2X4 16" O.C. MAX. tAN 2X4 16' O.C. MAX. SECURE 2X4 �Ar6'-8' TO WOOD W/2-12d O.C.. STAGGERED SECURE 2X4 TO WOOD W12 -12 d 9 BT. PLATE 6'-8" O.C. STAGGERED SECURE! 2X4 W/2-3/16' TAPCONS BT. PLATE OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAP SIZE I IIIII II MIN EMBEDMENT 1 1/4'J 1 SECURE 2X4 W/2-3/16" TAPCONS WITHIN 8' OF EACH END NOT TO OR DRIVE PIN (MIN SHANK SIZE.145 EXCEED 18' O.CMAX. 2X4 SOLID BLOC MIN HEAD SIZE 300KING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ WITHIN 8" OF EACH END NOT TO MIN. 2-12d PER BLK. EA. END 1/2' PLYWOOD EXCEED IS' O.C.MAX. OR 1/16' O.S.B. 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ 1/2' PLYWOOD MIN. 2-12d PER BLK EA. END OR -1/16' O.S.B. XT fRI 0 A CHUJA� W/W f N D OW ><T fRI CfR AF-,,CHUUA",,,r. BAKERS CROSSING LOT #134 PHASE #2 MONOLITHIC BLOCK DETAILS NOTES r DATE: 6/30/03 SC AT: 1/44 011-01 SHEET d' i— _ — _____ — — _. __ _..--._. ._... _ __— __. _. _ __._ ___ __ ___.—___ � _. __. _ _ _ __ ___ ___. ____ L_— _ _ �_ _..._._.—_. I