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Home My WebLink About234 Clydesdale Cir 04-55PERMIT ADDRESS 'Ke �." .1 • 7 a, ADDRESS D R Dorton 6250l"15zeltibe Nat'l Dr #102 Orlando; FL 32822 (407)857-9101 CBC 055300 PHONE NUMBER - - PROPERTY OWNER ADDRESS PHONE NUMBER ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR PLUMBING CONTRACTOR MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT ## b4w"S�O— DATE PERMIT DESCRIPTION vw PERMIT VALUATION e SQUARE FOOTAGE 53" w d H t� A DESIGN CRITERIA: • FLORIDA BUILDING CODE (FBC) 2001 *OCCUPANCY- RESIDENTIAL - GROUP R • CONSTRUCTION TYPE — VI • 2-STORY RESIDENCE: BLDG HGT 23'-6" 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 C SLEEPING AREA 3OPSF LIVE 10PSF DEAD FLOORS ® NON -SLEEPING AREA-40PSF LIVE 1OPSF DEAD BALCONIES-40PSF LIVE 10PSF DEAD DECKS-40PSF LIVE 10PSF 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) 0. 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 u►v11� PG C1 COVER PAGE PG 1 FOUNDATION/DOWEL PLAN PG 1A LINTEL SCHEDULE PG 1B WIND LOAD CALCULATIONS PG 2 1ST FLOOR PLAN PG 3 2ND FLOOR PLAN PG 4A ELEVATION "A" FRONT/REAR PG 4B ELEVATION "B" FRONT/REAR PG 4C ELEVATION "C" FRONT/REAR PG 4D "" FRON REAR ELEVATION ::D:: "A PG 5A ELEVATION LEFT/RIGHT 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 ELECTRICAL PLAN PERIMIT # rm.-55- .......... 2879 � , 0 Jed www, drhorton. com CBC055300 6250 Hazeltine N4bonal Drive Orlando, FL. 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 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 �., Cope BAKERS CROSSING LOT#67 PH#2 DATE:9/22/03 SCAT : V4'=1'-0' SHEET C I oir 7 SEP 2 3 2003 k ill I a) c� m 2'-11" 1, 4'-0" 3 1/2" TNK. CONC. SLAB W/ OPT. DOOR 3'-4""" 1- 2'-10—� o_1 I Wc.; RECESS 3/4" 4 J I q EXTEND SLAB ;J 1-1/2" W/OPT.DR. CENTER O ® 2X4 WALL I \SHWR/ � TUB ■ I I I 0'-0" ELEV. FIN. CONG. SLAB I I I IF I I - I 13 1 7B 40'-0" ( 1 4'-3" 3 1/2" TNK. 61 -4 1/2 0 CONC. SLAB 13 30'-4" 2A � D1 ■ I I U I 23'-0" >QLU }� o�ca lu zz----------- Q xoLU `" uav d U 4° PVC. i�PT. I I OPT. I rL1,TCHASE)iW. I � J L--J -_J 12'-1" , 2'-4" 4'=11" 3 1/2" EXTEND SILA5 1 1/2r IL 5 3'-2" m RECESS 3/4" 4 EXTEND SLAB CENTER O 2X4 WALL 2&' -3" III I Li F LI-1 X1d wu> ro U fcnxz U D1 "TOP U� z I NU�O� -3 1/2" u I-L z ju co � W� cn ■ w 00!_u ��tX~Q-uUi �LU �Q�� QLLI �J O U I ■ } CENTER OF r — 2X(o WALL p I I I ■ L_J 1"-CHA5E FOR OPT. ISLAND Z L_ 5'-11" ■ m — — RANGE OPT. I r REF- s — — 1-1/2" W/OPT II F DOOR. _ Qp 0'-0" ELEV. z �p ELEV. "C" 4"D" ONLY c0 24X24 CONC. PAD _L I FIN. CONC_ SLAB N ZD 8A W/ 305's E.W. I 52 X24 X12 rn 0 p l 1U u " (L J CONC. PAD N O W/3-S CONT. (ON CHAIRS) MIN. 3" COVER ® _ TYP. ' r EXTEND r 1/2 "X5" A.B. A■ 1 B SA 11 N 6' SLAB 1 1/2 " 32 " O.C. (TYf=) Dl D1 D1 DI • 4 1/2" J 4" _ 3 4 — N ■ ■ ■ ■ ■ ■ ■ -3 1/2' I ■ ■ 3 1/2" TN 24"X24"X12" . CONC. SLAB CONC. PAD W/ Ir-4" 3 *5'S E.W. -all 1�'-0" 5' S" 1'-4" MIN 3" COVER 13'-4" 18'-4" 8'-4" 40' - 0" FOUNDATION PLAN /I - ------------------------------------ I I ELEVATION EXTEND 1/2 "X5" SLAB 1 1/2° 32" — — (TYP) ail 99C99 TYP. A.B. ■ O.G. 1 B Di D1 \i I ■ ■ 3 1/2" u THK-k CONC. SLA ■ `' ■ x X CONC. PAD W/ 3 #5'S E.W. MIN 3" COVER ■ ■ " m I / \ 22'-4" ------------------------------------ BAKERS CROSSING LOT#67 PH#2 MODEL: " 2 8 7 9- L" BLOCK 9 9 4" B RG. FOUNDATION DOWEL P LAN pw ME" DATE: 9/22/03 SCALE: I/4'=I'-0' SHEET 1 OF 7 SEP 2 3 2003 BAKERS .ROSSINGG LOT#67 PH#2 MODEL: BLOCK 994"BRG. LINTEL SCHEDULE DATE: 9/22/03 SCALE: V41=1'-0' SHEET 1 A or 7 1 BAKERS CROSSING I LOT#67 MO DEL: BLOCK 9' 4" B RG. WINDLOAD CALCULATIONS DATE: 9/22/03 SC AT: 1/41=1'-0' SHEET I B or 7 O KITCHEN DO 0� O KITCHEN 1 O HALF BATH MIRROR r- 1 ® OWNERS BATH KITCHEN BEYOND O ARCHWAY iwwww loss looms mmm IO OPT. OWNR.'S BATH 1 ST. 0- i FLOOR PLAN — � ELEVATION -A � W/ARCHED TOP (2) 2&-SH ELEVATION-B-C (2) 2ro-SH ELE 5AS ON-D l W, i�o"XS"X20"� TRANS ABA/_ SQ.FT. CALC.' S LIVING C 15TJ 1100 50. FT. LIVING (2N1D.) 1104 50. FT. TOT. LIVING 2a72 5Q. FT. GARAGE 401 50. FT. ENTR"r 21 50. FT. PATIO 54 SQ. FT, TOTAL 334c5 5Q.1-T. OPT. LANAI 120 50. FT, I EXTERIOR MASONRY I WALL BRG. HEIGHTS 11♦11�11111� 2 1 -41I V V 0) m m A-F:F. 0 0 0 IR- ISH -- �'Fr- — — I ,I (K I OPT. OWNR.'S BATH FLOOR PLAN --------------------------------- I I I I 0 cn MT. TEMP. I I --- I I —__ W/12" fDELITE (2) 26-SH 3 I --- I -4 = ro X(o POST 3" WRAPED W/ 2X4 3" I ® C3� tYP 0 e BASE ® m I I SEE ELEV. "C" m I - I I -0" T-4" I 22'-4" I I /� I I\ IE LIE VA.T I O N' T---------------- 9 9 FLiR JST OR 2 X 12 2 X 4 RE - INFORC INCH EA. 2 X 12 STRINGER SERCURE 11/12d 6"-5" O.C. (2) 3/4" PLYWOOD RIPS —(IF NEEDED FOR SOLID NAILING) KICK PLATE 1 1/4" TREAD GLUED 4 NAILED. 15R @ -1.4" 14T a 10" (3) 2 X 12 SYP STRINGER5 2 X 4 PLATE STAIR DETAIL BAKERS CROSSING LOT#67 PH#2 MODEL: " 2 8 7 ^ — L " BLOCK 9'4"BRG. I S T. F'LR PLAN DATE: 9/22/03 SCAT : 1/41=i'-01 SHEET 2 OF 7 SFP 2 3 "2003 EN O HALL BATH DODO = O HALL BATH g ARCHWAY ------------------------- ( )OPT. BDRM. # 5 4" — — — — — — — — — — — — — — — — — - OPT. BDRM. & BATH 23'-2" 305 -5H 305 -SH EGRESS EGRESS BDRM.#3 5'-0" GLG. (GARPET) 8'-3" 5-O 5F. "' 1R/ISH IR/ISH — — — — — — — — — 5-0 5F. lot -oil BDRM.#4 (CARPET) NWl � l� n w BDRM. #2 5'-01 GLG. (CARPET) 1'-711 _41 UN 5-0 5F. IR/ISH 6' 4-51-1 o °o , °o 1 2-0 5F. — `� L Av. OPT. 6' lk LAY. -4" 2 6'-4" ID A O X6 1R/1SN --22 x 30 ----�� 6 I ATTIC LCGSSJ I 5-0 5F. ARCH IC/ �9 N r� ACTIVITY ROOM N 5'-0" GLCx. cv (CARPET) 4X4 POST EXTENED DN• FROM IST FLR TO SECURE 1/2 ALL 42" 1/2 WALL W/ro" WALLCAfi ELEY. ALB: 4X4 POST TO 44"HIGH LO ELEY. Cep: 4X4 P05T TO 2X12 5M. I E3T 'a &'-5" r- ELEV. "Au (2) 3050-5H (TEMP.) W/ARCHED TOP ELEV. "5$C" (2) 3050-8H (TEMP.) ELEY. I'D" (2) 3050-SH (TEMP.) /7} W/-16"XS"X20" TRANS. AF3V. 10'-0" 91_QII 23'-2" i i Ll ------- L I ELEVATION "C" WINDOW LOCATIONS �ND. FLOOR PLAN- 0"-1 1 FLR JST OR 2 X 12--` 2 X 4 RE-INFORGING EA. 2 X 12 STRINGER SERCURE W/126 6"-5" O.C. (2) 3/4" PLYWOOD RIPS —(IF NEEDED FOR SOLID NAILING) 3/4" KICK PLATE 11 1/4' TREAD GLUED 4 NAILED. 15R 14" 14T 10" (3) 2 X 12 SYP STRINGERS 2 X 4 PLATE STAIR DETAIL BAKERS CROSSING LOT#67 PH#2 MODEL: 99 2 8 7 9 - L 99 BLOCK 9 "BRG. 2 ND F'LR PLAN DATE: 9/22/03 SC All V4'=1'-0' SHEET 3 of 7 BAKERS CROSSING LOT#67 PH#2 MODEL: BLOCK 9) 4)) BRC. ELEVATION „Dommoo DATE: 9/22/03 SC AT: 1/4' ■ I'-®' SHEET 4 D OF 7 '003 KIGHT ELEVATION R. LEFT ELEVATION BAKERS ;BOSSING OT#67 PH#2 MODEL: 79 ^ 8 7 ^ - L99 BLOCK 9 499 B RG. ELEVATION >> D„ wommoo DATE: 9/22/03 SC AT: 1/4' ■ I' -ID' SHEET 5 D OF 7 II II II II II II II II 13CxAP2 M II II M, L LI K KI — � — — Al B1 51 All 81 51 A 51 A — — — 51 A _ _ = A a . — — — Bl A A A t A TRUSS TO 4Xro POST MSTA-30 _ F_LR--�as-�-TOL,sz PaSx _ a cv �L— M5TI-48 51 POST TO SLAB — TL--Ic — —=_BT — A r RUSS TO 4X(o POST (2) MSTA-30 B1 = I L 2ND FUR POST To 1ST FLR POST A MST-6O 51 = _ PPCST TO SLAB MTT28-B A TRUSS TO POST M5TA-30 51 2ND FOR POST TO HEADER L -moo a Cl HDR r p AGAR 14Y fY iY S AB- - — — — El CGAB DGAB E NOTE: CONNECTORS TO BE SIMPSON U.N.O. * TRUSS TO C LK META-16 W/12-10dX1 1/2 *TRUSS TO WOOD MT5-12 W/14-1OdX1 1/2 �- BLK COL TO 13'-0" 2X4 WALL W1 CONT. SHEATHING; TO 12'-4" BRr-;;. SECURE WALL TO E3LK. W1 1/2" X 8" A.B. EA. END (4 TOTAL) NOTE: * FLOOR JOIST TO BLK. SIMPSON HETA-16 tv END 4 EVERY 32" O.C. ON PARALLEL FLOOR JOIST. 2X4 COLLAR TIE EVERT OTHER RAFTER 2X RAFTER 2-126 EVERT' TRUSS / 1Xra NAILER--7 2X RIDGE 3-12d RAFTER TO NAILER 1X& NAILER —/— OR 1/2" PLY. 2-126 EVERY TRUSS CONV. FRAMING DETAIL/VALLEY DBL. TOP PLATE O.C. B. INISH ro LL KNEE WALL DETAILPENTRY (�4 HIP DETAIL BAKERS CROSSING LOT#67 PH#2 MODEL: BLOCK 9' 4-" B R G- . FRAMING No P LAN NNOMMO DATE: 9/22/03 SC AT: 1/41MV-0' SHEET 6 AB D OIF 7 SEP 2 3 2003 BAKERS CROSSINI ILOT#67 PH#2 MODEL: " 2 8 7 ^ - L " BLOCK 9' 4" BRG. 1st ]FLOOR ELECTRIC DATE: 9 /2 2 /0 3 SCALE: 1/41 81'-01 SHEET 7 or 7 SEP 2 3 2003 l i 1 I. . II 1 BAKERS ;ROSSING LOT#67 PH#2 MODEL: 99 2879- L99 BLOCK 9 9 499 B RG. 2nd FLOOR ELECTRIC DATE: 9/22/03 SC AT: Am o l l-®' SHEET 7 AOF 7 FCRBAKERS OSSINI ILOT#67 PH#2 MO DEL- 99 287^- L99 BLOCK 9'4"BRG. OPT COVERD PORCH op mMM% DATE: 9/22/03 SCALE: V4'=I'-0' SHEET 7 B of 7 SEP 2 3 2003 SP-4 16" O_G2X4 DBL./EA. STUD TOP PLATE 2X4 MID -WALL 2BLKGD-U)ALL MIN. &" EMBEDMENT 1OR E30LTS AT 3" XO j" BLKG ANCC. 2" ABV. CONC. 6"X6" #lO W.W.M. /#5 REBAR SET IN 2000 1/2" X 9" A.B. 32" O.C. 2X4 MID -WALL 1/2" 9 X " A.B. 32" O.C. z � r PSf EPDXY 25" MIN. ABV. (o" EMBEDMENT BLKG 9" EM5EDMENT 2X4 STUD 2X4 STUD , SLAB/6 MIN. EMBEDMENT 1(0" O.C. MAX. I(o" O.C. MAX."X�o" #lO W.W.M. "Xro" #10 W.W.M. 2X4 P.T. II BT PLATE 2X4 P.T. >3T PLATE SP-4 16" O.G./EA. STUD 2X4 P.T. BT PLATE--,,,, 5P-4 I(o" O.C./EA. STUD-�-� %�co IL =fO O (2) CONT. #5 REBARS�Z fk U! o o Z�4 I _ 2 -#5'S ON CHAIRS } CONC. SLAB — CONC. SLAB 1'-g" z GONG. SLAB — m 4 OU TYP. RETROFIT FOR ALL 2 #5's CONT. 1'-O" 3 #5's CONT. 2 #5's CONT. IZC�L4 -O" ' OMITTED FOUNDATION DOWELS WOOD FRAME FOOTING 1 TYP. WALL SECTION INTERIOR BEARING WALL f NTERIOR BEARING WALL INTER'f OR BEAi�f NG UJALL/N0 UPL f FT BLK. SINGLE STORY 2 - 5TOR'I' 1— SToRi' 3 1/2" HEAD OF GARAGE 3 1/2" '� HEAD OF GARAGE �--#5 DOWEL BAR(ONE SIDE /#5 DOWEL BARS 05 DOWEL BARS (VARIES WITH SLOPE) (VARIES U)ITH SLOPE) OF DOOR IF NEEDED) DIM VARIES 5/S" DIM VARIES 9" ANCHOR BOLTS AT 3' O.C. cJ ANCHOR BOLTS AT 3' O.C. -f 5/S" cuff. 'B II 6 "X(O" #10 W.W.M. 7 5/8" CURB II ro°X(o" #10 W.W.M. CURB II 6 "X�" #lm W.W.M. = ONLY IF UPLIFT ON WALL MIN # EMBEDMENT \� MIN (o" EMBEDMENT X6 1(d W.W.M. EXTEND 1 1/2" ,m (O"X&" #10 W.W.M. 1L_ RECESS /2" co } II } II o 0� 2-#5 5 ON CHAIRS m 0 0� C3-5'S W/2-5TORY) 4.q o o � m o 0 o SINGLE (3 5'S W/2 STOIRY) _�k �� _ - SI" NC�LL' 8 4 m I _g 3 #5'S ON CHAIRS STORY STORY 1 -O 2 #5'5 ON CHAIRS 1-all1'-8" TWO TWO STORY THICKEN EDGE GARAGE CURB STOP ?2-5TCRY IDE FTG_ AT GARAGE STEP-UP STORY 4 INSIDE FTG. AT GARAGE STEP-UPGARAGE SERVICE/POOL GARAGE CURB GARAGE CURB 1-STORY BEARING WALL BEARING WALL DOOR RECESS �A CONC. SLAB OVER CLEAN, COMPACT TERMITE TREATED (3) # 5 RODS EA. WAY ON 8" GI''lU CHAIRS (MIN. 3" COVER) _I <1 VAPOR TOP � MIL. VIS. VAPO TOP CORD BLOCKING AT 4' �, 6"X6" #IO WWM O.G. MAX. IN FIRST 2 FRAMING ¢11 GARAGE SLAGIN z SPACES AT EACH END. 110GRADE SLIDING DOOR TRACK m B ``' RAFTER OR TRUSS m - SLOPE CONC, ROOF SHEATHING LAYOUT ROOF SHEATHING 21-011 TO FRONT(1/4"-1/2") CURB WALL S" CONC. DRIVEWAY 00 o AND ENDIUALL BRACING _� 1 ►/2" GARAGE 3 #5'S CONT. FORGABLE END FRAMING 1/2" BE'I'OUND I'-g" 3" MIN. COVER z Q 24"X24" EXT. PAD SLAB AST SL. GLASS DOOR GARAGE DOOR OPENING BUILDING LENGTH CD 2 -STORY FOOTING II II �I #8d GUN NAILS e4" O_C. #86 GUN NAILS II II II TOP $ BOTTOM EDGES (o O.G. IN FIELD POURED LENTIL TO BE II II q Q Q OUTSIDE BAR 101, CONT. (TYP) #5 REBAR II II -A _ Lu e 2X WALL FRAMING (I (3) 1/2 "X8" ANCHOR BOLTS CONTINUOUS z to z z O 8" CMU FILLED al or (3) 1/2"X8" J-BOLTS — — — — -F=Ij Z ca z - ___—__ �MIN. (o" EMBEDMENT U CELL CTYP.) W/ 2"X2"XI/8 WASHER AND EXTERIOR, SH ,4T1—ZINC NUT SPACED EVENLY FROM TYP. XT ER R EXT. FRAME WALL TO FLOOR TO C OND BEAM. SET 25" MIN. LAP ATTACHMENT FOR ROOF SHEATHING BLOCK WALL CONNECTION TYP_ REBAR LAP Ca IN JOINTS PRIOR TO FILLING. CORNERS @ NOTE = (SLEEVED ANCHOR IN SOLID WHEN��jp �'O ROOF M)=M��R POUR ACCEPTABLE#5 RETROFIT) 2-'s REBAR a 1 STORY 3-05'S REBAR a 2 STORY OOR f I �I O M f OI (o -8 'a EDGES 4 10„ -12„ IN FE IL ID T`I'P. EXTERIOR SHEATHING ATTACHMENT 4 POURED LENTIL FOR SHEAR AND UPLIFT ' o', CONT. (TYP) (O.S.B. TO 5E STRUCTURAL Gfi�ADE) Yee ' CONNECTORS FROM PLATE TO STUD TO PLATE GROUTED PRE -CAST I4DR. SIDES: ARE NOT REQUIRED EXCEPT AT OPENINGS BOND BEAM z 2Xro GARAGE DOOR BUCK W/ TIE TO HORZ. BARS W o` +od (3) 1/2"XS" ANCHOR BOLTS 0" MIN. EMBEDMENT or (3 0" EMBEDMENT MIN_ U S" CMU FILLED A .;a W/ 2 "X2 "X1/8 WASHER AND • CELL (TYP.) ;� NUT SPACED EVENLY FROM #86 GUN NAILS HORZ. REINFORCING VERT_ RE INF. FLOOR TO GARAGE DOOR 1•-1DR. (o 41 IN GROUTED IN JOINTS PRIOR TO FILLING. CID 12 O.C. IN FIELD CELL 1-2X(o PT BLOCK Q CENTER OF ` Q POOR HEADER W/N) (U 1/2 "X8" ANCHOR BOLTS Z U . N GLEANOUT REQ'D or (1) 1/2"XV J-BOLTS - z Q FOR GROUT LIFT EMBEDMENT _ 5 FT. UNLESS W/ 2 "X2 "Xl/8 WASHER AND NUT —• • — — — > HORZ. REINFORCING z_ V FOOTING DWL IS (0 HOOK ] NOT REQ'D. TYP. FLOOR DECKING HORIZONTAL/VERTICAL REINFORCING ccl O ATTACHMENT TO FLOOR JOIST EA. SHEET TO BE CLUED AT ALL EXPOSED JOIST BAKERS CROSSING ILOT#67 PH#2 MONOLITHIC BLOCK DETAILS NOTES DATE: 8 / 12 / O 3 SC AT: V4101'-01 SHEET DI OF 4 Al 2X4 SUB -BAND a HURRICANE STRAPS CHASE GROVES,WAVERLEE WOODS 2X4 SUB -BAND � 2X4 SUB -BAND � CHASE GROVES,WAVERLEE WOODS (SEE TRUSS PLAN CHASE GROVES,WAVERLEE WOODS 2"X4" BLOCKING FEILD STREAM FEILD SU STREAM FEiLD STREAM FOR CONNECTOR) FEILD STREAM FiRST TWO BAYS LAKE KEHOE,CYPRESS NEAP 2X6 SUB -BAND a 2X6 SUB -BAND � � �� METAL LATH ALOMA WOODS LAKE KEHOE,CYPRESS HEAD LAKE KEHOE CYPRESS HEAD 4 -0 O.C. MAX WRAPPE WOODS FINISHED FASCIA ALOMA WOODS 1—ROOF TRUSSES ALOMA WOODS ASPHALT SHINGLES WRAPPED/ALUM FINISHED FASCIA 2 4 " O.C. WRAPPED/ALUM FINISHED FASCIA OVER #15 FELT OVER-i/lro" OSB OR 1/0" TEXTURED ASPHALT SHINGLES. METAL DRIP EDGE �= -i/16" OSB SHEATHING 1/2" PLYWOOD FINISH OVER #15 FELT R-19 INSULATION FIB1=RlLASS SNINCLES _ R-19 INSULATION OR 1/2" PLY. W/ 15# FELT 1/16" OSB. SHEATHING ON A FELT OVER OR 1/2" PLY. r 3/4 T 4 G PLYWOOD 2X4(GONT.) 1/16 OSB. SHEATHING TO BE GLUED M44� HURRICANE STRAPS SEE TRUSS ENG. + ROOF TRUSSES � (SEE TRUSS PLAN METAL DRIP EDGE FOR PROPER 2 4 " O.G. 4 NAILED FOR CONNECTOR)QQQ I/2" CLG. BOARD T TEXT. 2X4 SPF STIFFBACK AT BRACING METAL DRIP EDGE 2X4 DOUBLE PLATE CTYPJ LL UPRIGHTS OVER 4'-10" EM5EDDED O CU#5 CONT_ ALUM. FINISHED VENTED SOFFIT so LINTEL STRAP 1>C2 FURR STRIPS SEE TRUSS PLAN FOR CONNECTOR SILL ENG. GABLE TRUSS ALUM. FINISHED VENTED SOFFIT 1/2" CLG BOARD 4 TEXT. 1/0" TEXTURED FINISH 8" LINTEL BLOCK FILLED ° ° ld2" DRYWALL ALUM. WiNDOW OVER 015 FELT OVER SEE FLR./ELEV FOR DES. WOOD BASE (TYP.) R-19 INSULATION CMU'S TEXTURED PRE -AST LINTEL 1/8"TEXTURED FINISH ON 3/4' T 4 G PLYWOOD -i/16" O.S_B. SHEATHING FELT BARRIER OVER GLUED & NAILED OR 1/2 PLY. FINISH C ALUM. WINDOW 7/16" OSB SHEATHING OR 1/2" PLY. SEE FLR./ELEV FOR DES. SILL (SHEATHING MUST BREAK MIN. 1'-4" FROM 2rd FLR. LiNE) FLOOR JOIST/FLOOR TRUSS 2X PLATE SECURE SEE FRAME PLANS TO DBL TOP PLATE W/ i/2' CLG. BOARD TEXT. TWO STO� PRE -CAST SILL 1✓2" DRYWALL 2X4 RE-FORCEMENT (CONT.) FOR JOIST TYPE SiMPSON HTC-4 32" O.C. MAX. 2X4 DOUBLE PLATE (TYP.) 2X4 NAILER (CONT.) OR MSTA-24 24" O.C_ MAX ttR� L 8" CMU R-4.2 INSULATION 0 (1 3 CONT. OR HDR 51ZEAN HETA-16 1X2 FURRING STRIPS 5ANID � E TA i L IX2 P.T. FURRING STRIPS FLR JST TO BLK ALUM. WINDOW SEE FLR./ ELEV FOR DES. SILL TEXTURED FINISH 1/4° WOOD BASE 1/2Oil" DRYWALL S" LINTEL RLOGK FILLED 7/16 OSB SHEATHING " WOOD B,45E (TYP.) PRE -CAST LINTEL OR 1/2' PLY. UNDER O ua = FELT BARRIER Q PRE -FAB TRUSS FLOOR ALUM. WINDOW Z W " ° # SILL FLOOR TRUSS/ 1/2" GLG BOARD 4 TEXT. X6 10 W.W.M. SEE FLR./ELEV FOR DES. SEE FRAME PLANS SP-4 32" O.C. /� STUD—/ 2X4 DBL. TOP PLATE OR FIBER MESH " 1/2 ° DR1'UJALL o 'REINFORCEMENT FOR JOIST TYPE PRE -CAST SILL CONC. SLAB OVER CLEAN, HETA-16 a 32 O. C. MAX 1/2 GLG. BOARD 4 TEXT .. COMPACT,TERMITE TREATED O (1)#5 GONT. z Z w SOIL OVER 6 MIL V15. VAPOR g" LINTEL BLOCK 1X2 FURRING STRIPS 2X4 WOOD STUDS 2 05 CONT. S CMU BARRIER,W/6X6 #10 WWM (FILLED) 2X4 GONT. STRE65 �, OO TEXTURED FINISH 1/4" u 1/2" DRYWALL BLOCKING MID -WALL WOOD BASE (TYP.) PRE -CAST LINTEL 2X4 PT. PLATE -4 32" O.C. '� 5TUD I/2 "X9" A.B. 32" O.C. c� _ LUM. WINDOW (Z SEE FLR./ELEV FOR DES (IUI-BEN Ui�L11=T)� 6" EMBEDMENT TAP. WALL SECTION � u SILL BLit. 1-STORE►' ° ° WOOD BASE (T1'PJ GONG. 5LA8 " 6 X6„ # 10 W.W.M. PRE -CAST SILL 4 4 Y 3 #5's GONT OR FIBER MESH CONC. SLAB 2 #5's CONT. 7_ z z III RE 1NFORCEMENT 1' -4" m S GMU MIL VIS N m 1 _8 6 VAPOR BARRIER iO ST� ARING WALL u iNT�R R � TEXTURED FINISH 1/4' �.��. UJALL 5EC ION NOTE: FOR WALLS W/FLOOR LOAD ONLY ASPHALT SHINGLES OVER p uu = p0 NOT INSTALL CONNECTORS• #15 FELT ON 1116" O.S.B. 2 "X4" BLOCKING SHEATHING OR 1/2" PLY FIRST TWO BAYS 2 - STOR*'' METAL DRiP EDGE 4'-0" O.G., MAX U 6"X6" #10 W.W.M_ 2X4 DBL TOP PLATE If _I` 2X4 SUB -BAND -a O O OR FIBER MESH REINFORCEMENT CHASE GROVES,WAVERLEE WOODS SEE TRUSS ENG. ROOF FRAMING W/ GONNECTORS z FEILD STREAM w z w FOR PROPER 2X6 SUB -BAND a (SEE TRUSS PLAN) y- } y } LAKE KEHOE,GYPRESS HEAD BRACING _ ALOMA WOODS 0 O WRAPPED/ALUM FINISHED FASCIA ROOF TRUSSES � DF3L. TOP PLATE `�' U m U I/2" DRY WALL 2 4 " O.C. CRIPPLE STUDS FIRST FLOOR BLOCK ENG. GABLE TRUSS iR-19 INSULATION 2X4 SPF STIF3LETR AT SECOND FLOOR ERAI''IE -i/16" O. . ALL UPRIGHTS OVER 4'-10" 2X4 16" O.C. MAX (SEE TRUSS ENG. FOR SiZE) AW HEADER (SEE PLANS) -I/S" TEXTURED FINISH OVER 15# FELT OVER 1/2" CLG. BOARD TEXT. PRE-FAB TRUSS 2X4 Pt. 1/16" O.S.B. SHEATHING 2 "X4" NAILER CONT, 1/2" CLG. BOARD 4 TEXT. TEXTURED FINISH BT_ PLATE OR 1/2" PLY. ON GALV D. META (2) LAYERS -i/16 2X4 DBL. TOP PLATE 1/2" X 9" A_B ID O.S. B.SECURE EA, LAYER SP-4 32" O.C. � STUD OF #15 OE �� TYVE ;., '.,• �•.� MIN. 6" EMBEDMENT 2x4 P.T. PLATE W/ ° W/2 Sd,s 8"-12" O.C. �.- HDR. STUD(S)/JACK(S) 1/2 DRYWALL ,,I � 2" DIA. WASHER 32 O.C. MAX 1/2 "X9" ANCHOR BOLTS MAX. - 2X4 1.000D STUDS 05 REBAR CONT. MIN;.. • 6 B D 1/2" X 9" AB OR J-BOLT LSTA 12 FULL LENGTH STUD(S)/ 2X4 CONT. STRESS 1(0" O.G. W/2" DIA. AT 32" O. C_ 32" O.C.MAX STUD TO HDR. cl�KING STUD(S) SF-4 BLOCKING MfD-WALL SECURE TRUSS TO 2X6 W/ � " TOP 4 BOTTOM) 3/4" �' 4G SUBI=LOOK ^rt;:r,''•:• 12d 6 -8 GONC. FILLED LINTEL . '1 PLYWOOD TO TRUSS NAILING E3LK. REINF. WITH (1)#5 ROD GLUED NAILED 4" O. G. a EDGE 6" O. C. a IN FEILD all cMU FLR. JST. SIZE SEE FRAME PLAN TEXTURE FiNISH 1X2 P.T. FURRING STRIPS SHEATHING OVER 2X4' , R-4.2 INSULATION NAIL PER SCHEDULE 2nd FLR. STUD TO 2X4 DBL TOP PLATE 1st FLR. STUD �� i=R�'M � '� 1/2" DRYWALL - - - -I T — — — — — — — —I M5TA-3(o 321, O.C. .. 1/2 " DF,"rWALL 2X4 WOOD STUDS I I I I I I 2X4 CONT. STRESS WOOD BASE I I I I I I BLOCKING MiD-WALL II II 2X4 PT. PLATE - I I I I I NAIL PER SCHEDULE/ SF-4 32" O.C. � STUD—\ 1/2 "X9'1A.B. 32 "" O.0 0 pf I I I I I BOLT PER FND. PLAN o Z Z o o Ly l`ttK 6 "XG?" #10 W.W.M. CONC_ SLAB z 6� 2X8 RIDGE uj V o o OR FIBER MESH 4 REIN'FORCEMENT TAP EXTERIOR OPENiNC IN FRA1"IE 3 *S'S CONT. 4 2X4 COLLAR TIE 1 -g = EVERY OTHER RAFTER O z w Z ua -42X6 RARE m o o w 2 STO ,►' ,� U no 2 #5 GON'T. U T�I'P. WALL SECT ION MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO S'-m' 4'-11 1/2' T-11 1/2, AND UP NUM5=R OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGHT STUDS 2 AT EACH END OF HEADER 1 3 2-12cd EVERY TRUSS INTERIOR BE-ARiNG WALL iX6 NAILER 3-12d RARE 3-12d TO NAILER NOTE: FOR FLOOR BEARING WALLS DO NOT INSTALL CONNECTORS. 1X5 NAILER OR 1/2 PLY_ 2-12d EVERY TRUSS BLK. 1-5TORY MINIMUM UJ,4LL AND NEADEfR CONY. DETAIL/VAS stun ��aui��M�Nrs LuI BAKERS CROSSING ILOT#67 PH#2 SEP 2 3 2003 MONOLITHIC BLOCK DETAILS & NOTES DATE: 8/12/03 SCALE: Wml'-®' ;SHEET D2 OF # 1000 UFL IFT SIMPSOM MTS-12 LU/1 lmd TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL # 2000 UFL IFT (2)5IMP50M MTS-12 ONE EA. SIDE OF TRL OPPOSITE SIDE OF E LU/1 10d TO TRUSS AND (2)1/4" X 1 3/4" TAP CONS TO CONT POURED LINTEL 'RUBS FINISH 9 LANDING 3 BOND BEAM TAP CONS MIN. 2" COVER 2" APART TRUSS ANC�40F DETAIL- _ fRETFOF f T 9" MIN. LESS THAN 10" REQUIRES 1' NOSING FINISH m LANDING 3/4' PLYWOOD F.F. D5L 2X12 FLOOR JOIST 3/4' PLYWOOD WITH 4 160 COMMONS NAILED THRU 3/4" PLYWOOD INTO EACH STRINGER NOTE: STAIRS RISERS TO CONFORM TO FSC 2001 2R+iT=24"-25" 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/b" MAX. VARIATION IN ANY R15ER/TREAD HANDRAIL CIRCULAR CRO65 SECTION DIA. TO 5E 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRA5PA5ILITY WINDERS- MIN. 6' WIDE -w NARROW END MIN. 11' WIDTH e 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 1X2 PT.TOP OF BOX D5L. TOP PLATE 2X4 STUD 1/16' T 15/3 TUF;Z O.SS- W/�/a' TEXTURED FINISHED OVER GALVINIZED METAL PAPER BACK LATH SIMPSON H-5 (MIN-) 2X4 To TRUSS PRE. ENG. TRUSS 2X4 15TM. PLATE 3/4' PLYWOOD 2XI2 TREAD CUT To FIT ,— 1X5 RISER LESS THAN 4" TYP. II II II BETWEEN SPINDLES 5P4 OR H-5 TOP PLATE TO 5TUDSi 2'-0' A5v. 10'-O' LEVEL TO ROOF OR 2'-O' A5v. HIGHEST RIDGE W17HIN V-0' 10' - 0' FRAMED CRICKET HANG NOSING TYP. rl1 � t- STA I SECTION D TA I L S C>L- INE"�' DETAILS SIMPSON H-5 (MIN.) 0 2X4 TO TRU55 5E CT I ON PRE. ENG. TRUE IX2 PT.TOP OF DBL. TOP PLA -1/I6' OR 15/32' W/1/a' TEXTURE FINISHED OVER GALVINIZED ME PAPER SACK 1 CRICKET FLAN VIEW 2X4 STUDS FROM TRUSS STUDS TO D5L. PLATES ABV. 12" Z 36 " MIN. FINISH 5TAIF-,, IJIND E f P, DETAIL ASPHALT SHINGLES OVER +' 15 FELT ON 7/16' O.S.B. — (2) 2X4 02 ND 5YP DIAGONAIL BRACE / W/ 3-12d e EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING FIRST 2 BAYS AT SHEATHINGSEAMS (2) IIDd 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 fo' c.c. FIELD misis RFMISA All Amijummm; I L 2X6 PT. PLATE�OLT W/ 1/2'X9 AI COMMON (W/ 2' ID [A. WAS ERSJ g 32" O.C. 44AIUL LG. BOARD TRUSS 24' oc. CONT. RAT RUN TOINSULATION S W/ (2) 12d 9 1_A. TRUSS R-19 MIN. 1-*5 RE5AR CONT. 2X4 SPF RAT ADJACENT TO DIAGONAL 5RACE. 0'-0" TO 30'-0' (1) 'X' BRACE 30'-1" TO 60'-0` (3) 'X' BRACE (1 'X' BRAGE lo CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) G,45L E END C 055 5RAGINe 1- 5T0fP-,"' -1/16" OSB 1 1/2 " PL1'LUO LU/ 150 FELT S IMiP501 HETA-k 2X4 SECURE TO 2X4 aLK W/2-12d SECURE TQ BLK W/ META-16 `2X4X4' SECURE TO TRUSS W/ 3-12d W-6' O.C. MAX TYP. 2x4 5LK SECURE THRU TR155 W/3-12de PER ENCs'D TRJ55 24' O.C. MAX 2' -0" EXTENSION 0f=1 5ERVICE DR. N.T.S. METAL LATH IEXTURED i/16" OSB OR FINISH 1/2" PLYWOOD W/ 150 FELT ?X6 (CONT.) 2X6 (CONT.) ?X4 (CONT.) 2X FLOOR JOIST 2X4 (CONT.) XPANSION 2" MIN. JOINT OVERLAP CAULK SIMPSON GMU'S HETA-16 CMU'S TEXTURED TEXTURED FINISH FINISH TWO STORY TWO STORY (2) 2X4 02 ND SYP DIAGONAIL 5RACE W/ 3-126 g EA TRUSS C pIAGONAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING FIRST 2 BAYS AT SHEATHING SEAMS III yl (2) 10d NAILS EA END TO TRU55 2X4 5YP STIFFSACK AT ALL UPRIGHTS OVER 4'-10' -1/16' 085 SHEATHING USE ad NAILS AT 4' o.c. EDGE 4 6' o.c. FIELD 2X4 W/ 3/13' X 5 LAG OR SIMPSON HTC-4 ® 32' O.C. MAX SHEATHING NAILING TO BE I \\ 6'-6' Off. IN FIELD 4' O.C.®ALL EDGES Wad NAIL!5 FIRST FLOOR BLOCK SECOND FLOOR FRAMING ASPHALT 5HINGLE5 OVER M 15 FELT ON 7/16' O.S.B. — �_-OMMOM /2' CLG. BOARD TRUSS 24" o.c. IAl CONT. RAT RUN TO CRL�55 W/ (2) 12d 6 EA. TRUSS INSULATION R-19 MIN. ?X4 SYP RAT ADJACENT I'O DIAGONAL BRACE. D5L TOP PLATE -2X4 STUD 16' O.G. MAX. •2X4 5TM. PLATE iU5-FLOOR MAILED HETA-16' FLR JST TO 13LK AES \—FLR TRUSS 1-S REBAR CONT. V-m" TO 30'-0' (1) 'XBRACE 30'-1" TO 60'-0" (3) 'X' BRAGE (1 'X' BRAGE m GENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) ,4L=E END CR05,5 5RACING 2 = STOf;P,**� BAKERS CROSSING LOT#67 PH#2 MONOLITHIC ]BLOCK DETAI]CAS & SECTIONS DATE: 8/12/03 scam: A ISP-®' SHEET OF 4 SEP 2 3 2003 F 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK 51ZE.145 MIN HEAD SIZE 300 2 X 4: MIN EMBEDMENT 1 1/4') SECURE TO BLOCK 8' FROM EACH END AND 18' W/3/16' TAPCONS OR DRIVE 2 X 4 (MIN 2 X 3) 1-3/16 TAPGON O.C. MAX. MIN 1-1/4" EMBEDMENT PIN (MIN SHANK 51ZE.145 MIN HEAD 51ZE .300 OR DRIVEPIN (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 51ZE.145 4 WITHINO.C. MIN EMBEDMENT 11/4') C MAX. SPACING. AX 8' FROM EACH END AND IS' PR3=CAST HEADER(MIN) MIN HEAP SIZE 300 11/4') MIN EMBEDMENT 1 1/ 2 X 6: O.C. MAX. MIN 1-1/4' EMBEDMENT 8' FROM EACH END AND 18' SECURE TO BLOCK 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON O.G. MAX. MIN 1-1/4' EMBEDMENT EXISTING BLK ASV. W/2-3/16' TAPCONS OR DRIVE PIN (MIN SHANK 51ZE.145 OR DRIVE PIN (MIN SNANK SIZE.145 LESS THAN 2 X 8 (MIN 2 X 3) 2-3/1(o TAPGON MIN HEAD SIZE .300 MIN HEAD SIZE .300 16' HIEGHT. OR DRIVE PIN (MIN SHANK SIZE.145 1/4' TEXTURED FINISH MIN EMBEDMENT 1 I/4") MIN EMBEDMENT I I/4') MIN HEAD SIZE 300 1/8' TEXTURED FIN15H WITHIN 8' OF EACH END E 8' FROM EACH END AND 18' O.G. MAX. MIN 1-1/4' EMBEDMENT MIN EMBEDMENT 1 1/4') 7/16" OSB SHEATHING 18' D.G. MAX. SPACING- S' FROM EACH END AND 18' 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON O.C. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER 1(o' IN HIEGHT.) 2 X 8: OR DRIVE PIN (MIN SHANK SIZE.145 1/16' 055 SHEATHING 2 X SOLID BLK'G to ARCH SECURE TO BLOCK 1/2' DRYWALL MIN HEAD 51ZE 1/4' TEMPERED MA60NITE SECURE W/2-12d EACH END W/2-3/16" TAPCONS OR DRIVE a" GMU - I'X4" OR I'X2' P.T. NAILER .300 MIN EMBEDMENT 1 1/4') 2X4 BLOCKS GLUE 4 NAIL W/56'5 8'-12' O.C. ATTACHMENT PER MANUFACTOR'5 5PEC'5. PIN (MIN SHANK 45 - 8' FROM EACH END AND IS' MTL WDW FRAME MIN HEAD SIZEZE .3.300 DOOR CASING O.C. MAX. MIN 1-1/4' EMBEDMENT CMU WALL MIN EMBEDMENT I I/4') WITHIN 8' OF EACH ENE) E NOTE: NOTE: NO GAP 6 WDW FRAME IS' O.G. MAX. SPACING. DOOR B SHIM TO U NEEDED B JAMB TO EXCEED 1/4' ATTACH TO X DO NOT�EXECED 1/4". �A "'� T/IL 6I 16" N UNI)EfR, PER MANUFACTOR'S DETAILS. DETAIL - D CJ f C d /4�5 TCOC< 11 1_1/2 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 A PRECAST HEADER(MIN) MIN HEAD SIZE 300 DBL. TOP PLATE MIN EMBEDMENT 1 1/4') /8" TEXTURED FIN15H 8" FROM EACH END AND IS' MORE THAN SECURE 2 X RIP TO FIT �/16' OSB SHEATHING IX4 P.T. OR 5/4' X 4' MIN. SECURE THUR FRAME AND O.C. MAX. MIN 1-1/4' EMBEDMENT 16' HIEGHT. W/2-12d8 6'-8' O.C. MAX. EXTEND 1-1/4' INTO BLOCK 2 X fo (MIN 2 X 3) 2-3/16 TAPCON 2 X 4 16' O-C. MAX.(WHEN OVER 16' IN HIEGHT.) W/3/16' TAPCONS OR DRIVE OR DRIVE PIN (MIN SHANK 51ZE.145 2 X 4 (WHEN OVER 16' IN HIEGHT.) PIN (MIN SHANK SIZE.145 MIN HEAD 51ZE 300 MIN HEAD SIZE 300 2 X SOLID BLK'G a ARCH MIN EMBEDMENT 1 1/4") 8 GMU1'X4' "- I/2' DRYWALL MIN EMBEDMENT 1 1/4') SECURE W/2-12d EACH END REFER TO MANUFACTURING OR 1'X2" P.T. NAILER 8' FROM EACH END AND DETAILS FOR SPACING. - DOOR CASING O.G. MAX. MIN 1-1/4" EMBEDMENT �/16' OSB SHEATHING E4 ATTACHMENT PER MANUFAGTOR'S SPECS. 2 X S (MIN 2 X 3) 2-3/16 7APCON 2 X 4 16' O.C. MAX.(WHEN OVER 16' IN HIEGHT.) MTL WDW FRAME NOTE: OR DRIVE PIN (MIN SHANK 6IZE.145 2X4 BLOCKS NOTE: NO GAP g WDW FRAME DOORJAMB SHIM PLUMB JAMB MIN HEAD SIZE 300 TO EXCEED 1/4' DO NOT EXEGEp 1/4'. MIN EMBEDMENT 1 1/4') '- CMU WALL 8" FROM EACH END AND IS' O.C. MAX. MIN 1-1/4' EMBEDMENT //�� IIIIII /� Af PCHUJA I DETAIL CUTA1JA"� DoOfR JX5 TO 5LOC:< 3/4 OfP, �14. DETAIL 1(o11 /4NF,) OF NAILING SCHEDULE ALL NOTES IN REFERENCE ROOFDIAPHRAM TO FLORIL7A BUIIL[DING U5E 9/16' 0.89. OR IR' PLY WITH -S GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 'S GUN NAILS AT V O.C. AT C ®® OO1 INTERMEDIATE SUPPORTS. ALSO SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 'S GUN NAILS * 4' O.G. SITE PI._.AN NOTES EXTERIOR SHEATHING USE IAV O.SB. OR 1/2' PLY WITH 'S CAN NAILS AT V Or. AT PANEL SIDES AND 'S GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 10 CAN NAILS AT 6' Or- AT 1) LOWEST SLAB AT LIVING AREA SHALL BE MINIMUM IV ABOVE INTERMEDIATE 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 RE aU I REMENTS ASV. 103' MEAN SEA LEVEL. CONTRACTOR 6HALL VERIFY ELEVATION OF FINISH FLOOR SLAB WITH SIGNED AND SEALED SURVEY. At M SITE HEAD LENGHT DIA. TEN81L STR 3) LO[ DKHINAGE *HALL. COINr% I'M 1 IV f1LL L " WW=v, �GCqu LP9„v w AND RESTRICTIONS HAYING JURISDICTION 8d ROUNDMODIFIED 1 l/8' .113 170000 OR T 4) ALL ON -SITE DRAINAGE SHALL BE DIRECTED BY SWALES OR OTHER SYSTEMS TO AN OFF -SITE DRAINAGE FACILITY. 10d 2 I/8' 1-10,000 .128 Ei) 1 AAIMAr APIWr_ IQ;plretirnJ rd IItJr 1=Tc- SHALL CONFOF;±l To LOCAL NOTE: NAILS TO BE MFG. BY MEMBER OF INT. CODES, REGULATIONS ANp RESTRICTIONS HAVING JURISDICTIONS AND 6TAPLENAIL 4 TOOL ASSOCIATfON AS SELECTED BY BUILDER. GENERAL NOTES 6) SWIMMING POOL, DECK, SPA, AND A860CIATED WORK 18 TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 1. DESIGN AND LOADING A. ALLOWABLE UNIT STRESS AND DESING CRITERIA: PL-U,V, BI V 1� A VIOTES I. BUILDING CODE REQUIRMENTS FOR REINFORCED CONCRETE ACI 318 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) 4. WIND IMPORTANCE FACTOR (I) AS APPROVED BY THE BUILDING OFFICIAL. 5 . WIND EXPOSURE 'B' 2) WATER LINES SHALL BE GPVC. 5. INTERNAL PRESSURE CO -EFFICIENT 418 THRU 18 DBL. TOP PLATE 2. SOIL 3) CONDENSATE LINES SHALL BE MIN. 3/4' DIAMETER PVC DBL. TOP PLATE DBL. TOP PLATE A. NET ALLOWABLE BOIL BEARING PRESSURE USED IN DESIGN 2000 PSI FOR (SCHEDULE 40), INSULATED WITH 1/2' AMAFLEX. B CONTINUOUS WALL FOOTINGS. 4) PROVIDE AIR CHAMBER FOR ALL WATER SUPPLIES. DBL. TOP PLATE 3. CONCRETE AND REINFORCING A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 31B AND WITH B) 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 MINIMUM COMPRESSIVE &TRENGTH OF 2500 6) HOSE BIBS TO BE PROVIDED WITH BACKFLOW F'REVENTER. 2X4 16' O.G. MAX. IN 28 PAYS C. REINFORCING BARS SHALL CONFORM TO ASIM A615 A616 OR roll, GRADE 40 1) ELECTRIC WATER HEATER SHALL HAVE A STANDBY LOSS NOT TO 4. DESIGN LOADS EXCEED 4.0 WATTS PER SQUARE FOOT OF TANK SURFACE AREA. 2X4 16' O.C. MAX. A. IN ACCORDANCE WITH FLORIDA BUILDING CODE 2001 CHAfPTER 1(q ROOF LIVE LOADS OF 20 PSF 8) PLUMBING FIXTURES, TRIM, ACCESSORIES, COLORS, ETC. BRACE tj 5. LUMBER BE SELECTED BY OWNER FROM BUILDER'S OFFERINGS. '\N SECURE 2X4 A. ALL STRUCTUAL LUMBER SHALL BE 02 SYP. ALL STUDS SHALL BE STUD GRADE SPF. 9) ALL Pool PLUMBING AND RELATED EQUIPMENT SHALL (ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONARY TO WOOD W/2-I26 g BE PROVIDED BY POOL CONTRACTOR AND SHALL BE PERMITTED SHALL PRESSURE TREATED) SEPARATELY, SEE POOL CONTRACTOR'S ENGINEERED SHOP DRAWINGS. B. A/C PLATFORMS TO BE 3/4' DECKING. PLUMBING CONTRACTOR BRACE PROVIDE TWO COPIES OF 'AS -BUILT' 6'-8' O.G. STAGGERED SECURE 2X4 6. TRUSSES RISER DIAGRAMS AND PLAN LOCATIONS TO OWNER TO WOOD W/2-12d m A. PRE-1=NGINEERED WOOD TRJSSES SHALL BE DESIGNED IN AGGORDANGE WITH 6 -S O.G. STAGGERED FLORIDA BUILDING CODE 2001 10) ALL GLEANOUTS FLUSH WITH GRADE. BT. PLATE TRUSS MANUFACTURER SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 11) NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, BT. PLATE 1. GARAGE DOOR RIDGES. SECURE 2X4 W/2-3/16' TAPCONS A. ENGINEERED FOR 120 MPH WIND s3 SEC, GUST. 12) SIZE AND LOCATION OF CLEANCUTS SHALL CONFORM TO FLORIDA B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER PLUMBING CODE CURRENT EDITION. OR DRIVE PIN (MIN SHANK SIZE.145 ��^ I I I I� V (�j--j� �J r C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 13) FIXTURE SUPPLY SIZES SHALL CONFORM TO FLORIDA BUILDING CODE MIN HEAD SIZE 300 SECURE 2X4 W/2-3/16' TAPCONS 8. ASPHALT SHINGLES 2001. MIN EMBEDMENT 1 1/4') OR DRIVE PIN (MIN SHANK 6IZE.145 A. ROOFING TO COMPLY W/ FLORIDA BUILDING CODE 2001 WITHIN 8' OF EACH END NOT TO MIN HEAD SIZE 300 B. SHINGLE STANDARD ASTM D-225, UNDERLAYMENT TO BE ASTM D-226 1PLUMBER TO DIVERT ALL VENTS t0 REAR ELEVATION WHEN POSSIBLE. EXCEED 18' O.C.MAX. 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') 5) FOU N CATION NOTES 15) ALL WATER CLOSETS SHALL BE WATER SAVING Ib GALLON FLUSH TYPE SECURE TO SHEATHING W/ WITHIN 8' OF EACH END NOT TO 1. FOUNDATION DESIGN 5A61=O ON 2000 P.S.F. MIN. ALLOWABLE f5EARING BLOCK NOTES MIN. 2-12d PER BLK EA. END 1/2" PLYWOOD EXCEED IS' O.r--MAX. PRESSURE. OR -1/16' O.S.B. 2X4 SOLID BLOCKING 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND 1. CONCRETE MASONRY UNITS SHALL BE HOLLOW CORE OR SOLID UNIT MASONARY IN ACCORDANCE WITH ASTM C90 AND C145 AND SHALL SECURE TO SHEATHING W/ 1/2' PLYWOOD SHOP DRAWINGS WITH AGI 315. SHOP DRAWINGS SHALL BE SUBMITTED A NET AREA COMMFRE661VE 6TRENGI-IT OF IWO P61. MIN. 2-12d PER BLK EA. END OR 7/16" O.S.B. TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR GONG. POUR 1 1 AR 3. CONCRETE 28 DAY STRENGHT SHALL BE 2500 PSI W/ 3/4' MAXIMUM 1. MORTAR SHALL TYPE N IN ACCORDANCE WITH ASIM C210. METAL ACCESSORIES I / INIDIOW AGGREGATE I. JOINT REINFORGEMENt, ANCHORS AND TIES SHALL coNFop•1 to THE EM I I I - 4. ALL SLABS SHALL BE MIN. 3 1/2' THICK CONCRETE OVER 6 MIL VAPOR FOLLOWING. 4. AND WIRE ANCHORS. BARRIER OVER CLEAN WELL COMPACTED TERMITED TREATED SOIL. B. ASTM Aa2 FOR JOINT , HEADED AND B. ASTMA36 FOR PLATE, HEADED AND BENT BAR ANCHORS. !� 5. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT G. A8TM A366 FOR SHEET METAL ANCHORS AND TIES. SHALL BE 05 DOWEL BARS W/ A ro' HOOK PER DOWEL PLAN LAYOUT. 2. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL GOi;�NERS AND OPENINGS GREATER THAN 6'. TIP PERT. DOWELS TO DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION SHALL BE STAINLESS STEEL OR DIPPED GALVANIZED MEETING THE NORIZ. BARS AND LAP VERTICAL BARS TO DOWELS MIN. 25'. REQUIREMENTS OF ASTM A90. C6. ANCHOR BOLTS SHALL BE LOCATED ON EACH SIDE OF ALL WOOD MASONRY WORK, GENERAL: FRAME SHEAR WALL OPENINGS AND SHALL BE 1/2'x8' W/ 2'X2'Xl/8' 1. ALL MORTAR JOINTS FOR HOLLOW MA50RY UNITS SHALL EXTEND THE AT 3' O.C. STARTING AT 8' OFF EACH CORNER FULL WIDTH OF FACE SHELLS. MORTAR JOINTS FOR SOLID MASONRY 1. DESIGN LOADS: IN ACCORDANCE W/FLORIDA BUILDING COPE 2001 MASONRY UNITS SHALL BE FULL HEAD AND BED JOINTS. 2. BED AND HEAD JOINTS SHALL BE 3/5' THICK ROOF LIVE LOAD: 20 PSF 3. MASONRY WALLS SHALL BE RUNNING OR STACK BOND CONSTRUCTION. WIND LOADS: IN ACCORDANCE W/FLORIDA BUILDING CODE 2001 WHEN MA50NARY UNITS ARE LAID STACK BOND, 9 GAGE HORIZONTAL PER WIND MAP. JOINT REINFORCEMENT, IN ADDITION TO VERTICAL REINFORCEMENT 8. FOOTING REINFORCING SHALL BE 2-"5 REBARS I -STORY, SHALL BE PLACED IN BED JOINTS AT NOT MORE THAN 16' O.G. 3"-5 REBAR 2-STORY. OUTER BAR MUST BE CONTINUOUS AROUND REINFORCING STEEL, GENERAL: CORNERS. USE CORNER BARS OR BEND REBAR LAP A 1. REINFORCING STEEL SHALL BE NO.5 BARS. MINIMUM OF 25. 2. WHEN 2 BARS ARE IN THE SAME CELL THEY MAY BE BUNDLED. 3. SPLICE LENGTHS SHALL BE A MINIMUM OF 25% 9. ALL FOOTINGS ELEVATION MUST BE 12' BELOW 4. REINFORCING STEEL SHALL BE MINIMUM GRADE 40 AND IDENTIFIED IN ACCORDANCE WITH ASTM A615, A61ro, A611, OR A106. FINISH GRADE 10. FINISH SLAB TO BE 8' ASV. FINISH GRADE BAKERS 71 CROSSING OT#67 PH#2 MONOLITHIC BLOCK DETAILS NOTES ("DATE: 8/12/03 SCALE: V41MV-0' SHEET �- OF 4 I I,