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6th Street 172 r OORS-E LOAD= 40psfAD LOAD= 15psf ❑ ARPET or WOOD)AD LOAD= 20psf 11 (TILE) L_[ - DEFLECTION CRITERIA. w SHEARYVALL L.EGEN17 ! Q CARPE'r or WOOD= L/480 LL � 7 5HEARWALLS NAILED AT 6"cc. ON EDGES WIND-BORNE DEBRIS PROTECTION FASTENING [ m� L/240 DL L 8,1F --- --- - TILE= L/600 LL AND 12"oc. IN INTERMEDIATE SUPPORTS Harte SCHEDULE FOR 7/16"OSB or 15/32"CDX ® [� ( L/360 DL c W WITH Sd COMMON NAILS. 11-M 611ajci�Yr1LJ.� FASTENER TYPE FASTENER SPACING in. CONOTFO= D UM 6TCM ROOF(TRUSS)- 0) SI-IEARWALLS NAILED AT 3"oc- ON EDGES � �ALL Wlli4m" PANEL SPAN<2RcPANEL 4ft<PANE- 6ft<PANEL ❑ � LIVE LOAD= TC20psf w AH3idiAMDOC�� 2ft SPAN<4ft SPANe6ft SPANe2ft ICAL EDGE TRIP �5� BC10psf AND 12"oc- IN INTERMEDIATE SUPPORTS AL11ERIAM Wb LL MAGI LJ DURATION FACTOR: 1.25 O WITH Sd COMMON NAILS. �QI.�AT 21/7.06 WOOD SUMNS 16 16 12 9 - 4,0t r [_ DEADLOAD= TC7psf C� BC 5psf • , SHEATH BOTH SIDES OF SHEARWALL AND zvz•asWOOD scRews 16 is 16 12 - T L I I VVFRI IROOF(CONN.FRAME)- NAIL WITH DENOTED PATTEI�t. DOUBT-15+00EDNAILS u - r ,li, 11/TXnor iYS i2d BOX 1 MACFINt 12 6 4 3 �..! NOTE CONSTRUCT SHEARWALLS WITH �f6 l -J �. - RAFTER LOAD= 20psfLL ....j SCREW IN TMEADED [ 10psf DL J OSB Or IS/32" CDX (U-ON.) INs�r 16 16 16 1z [ 1 DURATION FACTOR: 1.25 W � [ � � [ --I��❑ CEILING LOAD= 10psf DL NOTE = REFER TO SHEET 5-1 FOR STRUCTURAL DETAILS. Note:Fasteners shall be Installed at opposing endsof the wood panel. (' CRITERIA:nPAIGN o BUILDING CODE:2001 FLORIDA BUILDING CODE WIND DESIGN METHOD:ASCE 7-98 j BASIC WIND SPEED: 120 mph �►�' z � BUILDING CATEGORY:II WIND IMPORTANCE FACTOR: 1.00 3-2x10 (MIN) 3-2x10 (MIN) NOTE: RESNEATN ALLEXISTING WALL. SECTIONS WHERE NOTED WIND EXPOSURE:C UU 13 AS 3 IIOC+ SHE /\ RW J\LLS+ DESIGN FOR ENCLOSED S-rRUC'rURE Iii ❑ iii �t �t WIND PRESSURES ON WINDOWS & DOORS (psf) W a Enclosed Structure " Z Z ` AREA OF OPENING EDGE STRIP (5) INTERIOR ZONE (4) 4x4 PT POST STRAPPED W TO BEAM /POST BELOW W/ Pos Neg Pos Ne9 Z LU 0 to 20 sf 33 MSTA36 STRAP AND W/ (2) 51MP60N N6 CLIPS Z .4 44.7 33.4 36.2 F- AT -- AT BEAM ABOVE or USE 20.1 to 50 sf 32.0 -41.6 32.0 -34.8 0- 10 rr O X X �_ _ I2� .■..i N N _ PERMACASt DETAIL. (TYPICAL) 50.1 to 100 sf 30.0 -37.6 30.0 -32.8 r`+ (2) MT512 <`+ \ 100.1 to 200 sf 28.3 -34.8 28.3 -31.1 U Q n 200.1 to 500 sf 26.9 -31.7 26.9 -29.7 (/) m ■ (2) MT812tl (B [ ...... Base Design Pressure 28.30 GCpi=t0.18 W O TT116 HTTI& - - ._ - - C3) X12 �;41��1 2x4 SYP 2x4 SYP B ILT U�OILT UP POST OPEN CH G I IN QUI M NTS:MIN , EATHING E TIERIOfR CEI�LIN S. NAILED UWITH &d �, �....., - GDM or BOX AT "oc. ON EDGES AND CL 12"oc. IN THE FIEL (TYPICAL) N ------ �.___ -_X --- x /❑ (3) C516 } I f tt 0- w d7� cn � � to x ¢ N x (2) Ii" x92" LVL N � U w w U - ----- z z = u- 0 z L 0 - « 0 (L> ❑ ^ � Q `n t _- (3)2x6 SYP - w/(3)CS16 I- E BETWEEN FLOORS 3 AND HTT16 at BASE - _- N- O _ - -- I � 4 (4) xg y - LO r Cl) ❑ ' �._ p w (� � rn N � N N -- TO C AB l � ( � •....;r:: � �I � N N w N d x - (3) 1 E�/ MC) OE FLOORS I \ ¢ a ( I-- �t - - - FL - Lo VAULTED C) �, ❑❑ �� �( x10 EILING OIS S .� _ - 2 t0 x 4 c. Ld CU _ / /[ a z (D r J f- - - --- (L 3 -- - Q '-_ _- coo a • V� > r qt SIN N In x a, _ Mo L.. I _... -... _ J J (3)2x4 SY.E- -- BUILT UP PO f -l- t' 2x10 L1- t N N NTTI& FQ Y CD INS �LL(2)C 1 B TWEEN FL ORS A N H 1 = Q 2 - 2 x 12 (TYP) L at >-q ASE NEW BEAM�1 ��x 9'�LVI� - err ez?9 « rr LLLLLL L - _ ----- ._ ._ - 1[. ..... ■.r~ .._ C� 0 (2) 65116 a� \(31,2x4 SyP,,,,,� _ _ - z ,� / [ �• MT51L-' B 2x6 SYP / 1 I -- -- cl z N BUILT UP POST BUILT UP POST l I I (3) Cv16 x J Z (if U) LU U � 61 fu - N J W V C-3 0 X R CN \�=v ! J \ r �1 I ❑ � � � Q N _ - ------ Z W � N -4 � :5i I � ❑ m _ 1-�TTI& �� 1 / f [ _ w STRAP HEADER TO CRIPPLES w/ (2) _ �� , A /L • n t- 0 z SIMPSON MSTA36 STRAPS AT EACH � ! ; OL (L END. C t. yr - �: a a 0Eq 73 I - - SIMPSON PA-51 EMB. STRAP (3) 0516 C 5 O � --___ U ---P •/U.O.N. pHp$ NAIL w/ 21- 16d COM- or O �t O 04 USE PA-25 ON MONOLITHIC SLABS. N f) _-- • DO NOT SCALE X X THIS DRAWING F- RELEASE DATE: 00-0203 REVISION DATE: - ---_- : -- 00-00-00 ... . ...... DRAWN BY: R &T FLOOR 5�4[ ARWAL ❑ LA%r,0UT C F / D J M 11 CHECKED BY: NOTE: ALL LOAD 2XIO Cx HEADERS SHALL BE S C O IED [[ O O S I I [ A WA[ [ A I � CEILING; L4"�OUT FSS / JKH A MINIMUM OF (2) 2X10 No.2 ar BT SYP (U.O.N.) I �I, j� I y, SHEET: NOTE: ALL LOAD BEARING HEADERS SHALL BE A MINIMUM OF (2) 2x6 No.2 or BT 5YP (U.O.N.) LS �2 BRICK VENEER aT�i R" mrss STUD TABLE 1" AIR SPACE T&C STURDI-FLOOR STUD SPACING FOR EXTERIOR LOAD-BEARING 1NALLS CEILING No. 2 SPF No. 2 SYP No. 1 SYP DECKING NAILED AT 6"oc. LENGTH MINIMUM 12- 16d Of I. ALL LAPS IN TOP PLATE OF BEARING WA1LL5 SHALL BE HEIGHT 2x4 x6 2x4 2x6 2x4 2x6 DECKING NAILED AT 6"oc. LMHT l 1 1/2" x 10" ANCHOR BOLTS a 32" o.c. ON EDGES AND 12"oe. IN CUT CUT LENGTH SHALL BE 44" 16- .131" x 3" IN THIS A MINIMUM OF 4'-0"AND NAILED WITH 1:2- 16d GDM \J W/ 2' x 2' x 1/8" WASHERS THE FIELD, USE Gd RING LEAUTH FOR 16" DEEP JOIST DOUBLE PLATE NAIL w NAILS OR 16- 31x .131" GUN NAILS. « SHANK OR SCREW SHANK ZONE (TOTAL) 8 ft. 16"oc. 24"oc. 16'oc. 24"oc. 16"oc. 24"oc. .131" x 3" CSD 16"oc. 2.ALL GABLE ENDS 5HALL BE BALLOON FFRAMED OR _r z x 4 PT SILL ON SILLStAL 8d COMMONS MAY ALSO 9E h- co BRACED PER DETAIL. OD w/ SST- SPH4 ® 32" o.�. USED. STAGGERED 9 ft. 16"oc. 24"oc. 16"oc. 24"oc. 16"oc. 24"0c. m WEEP HOLES000 4' or GREATER 3.ALL SHEARWALL5 SHALL BE NAILED AT 3"oc.OR 6" ac. b 48"oc. GALV. FLASHING MIN. SPLICE (A5 NOTED) ON ALL EDGES AND 12" or- INTERMEDIATE 10 ft. 16"oc. 2a"oc. 16"oc. 24"oc. 16"oc• 2a"oc. 6x6, 10x S INC OR CLEAR w/8d COM NAIL5(U.O.N) BLOCK ALL UVN5UPPORTED Q FIBERMESH REINFORCEMENT SPAN EDGES WITH 2x4 FLATWISE 81.OGKING. SHEARWALLS cl SHALL BE 15/32" GPX OR 7/16"0513.N.C2NJ 11 ft. N/A 24"oc. N/A 24"oc. N/A 24"oc. Lu BLACKING OR SOLID (MIN. (3) 12" 4.STRAP HEADER STUDS TO DOUBLE TOP IPLATE w/ 2- 2x_ TOP PLATE BLACKS NAILED w 4- .131" x 3" SPH4/6 AT EACH END OF HEADER AND NAIL w/12-loci LLI 45`uu / x 1 1/2 NAILS OR 12- .131"x 2 1/2"GUN NAAILS. 12 ft. N/A 24"oc. N/A 24"oc. 24"oc. IL GRADE 2x- STUDS NAILED TO EACH NAILS N/A CO 5.HEADER STUDS AND HEADER CRIPPLES'.SHOULD BE Z V6 MIL VAPOR BARRIER OVER OTHER w/ .131' x 3' 0 8'oe. 24"oc. 0 , TREATED AND COMPACTED FILL 2x- STUDS NAILED TOGETHER A7 6"ac.w/12d GUN NAILS(.131x 13 ft. N/A 24"oc. N/A 24"oc. N/A J STAGGERED 3") STAGGERED. CLIP UNIT TO SHOE PL_ATF WITH Iv w 4 END v LENGTH I-5PH4/6 CLIP AND NAIL WITH 12- IOd x I I/2 NAILS 4- .131" x 3" NAILS AT EACH N.O.NJ 14 ft. N/A 16"oc. N/A 24"oc. N/A 24'oc. C7 Provide minimum 1" BLOCK 3 /}5's CONT. end distance 6.ALL WINDOW AND DOOR COMPONENTS M1U5T BE DESIGNED zQ MIN. 25" LAP * CORNERS SST- SPH4/6 0 TO WITH5TANP THE PE51GN WIND LOADS. 15 ft. N/A 16"oc. N/A 16"0c. N/A 24"oc. $" NAIL w/ 1f - >Od COM TOP AND BOTTOM SST- SPH4/6 LU IN EACH END LENGTH T P AND BOTTOM „ ( TOP AND BOTTOM ) Simpson Strong-Tie ANCHOR BOLT WITHIN 12" OF 1.ALL GONNEGTOR5 ARE Simpson OR 530JAL.N.O.N) 16 ft. N/A 16"oc. N/A 12"oc. N/A 16"00. ( n O 2 STORY CONDRION CS16 AT 32" OC CORNER 8. FOUNDATION DESIGN IS BASED ON MININfMM 501L v r BEARING CAPACITY OF 2,000 P5f. NOTE:THIS TABLE APPLIES TO STRUCTURES WI rH MEAN ROOF HEIGHT LESS THAN 25'AND LL w /6 7`(PIGAL MONOLI7HIG FOOTING w/ BRICK VENEi;R CONSTRUCTED IN WIND ZONE OF 120 MPH OR LESS AND MIN. SHEATHING. ' LL31 T r PIGAL 2-STORY BE7~TWEEN FLOOR STRAPPING SPF STUD GRADE MAY BE USED ON 8'OR LESS NOMINAL PLATE HEIGHTS ON SINGLE T U) STORY AREAS OR THE SECOND FLOOR ON TWO STORY AREAS. o' SCALE: N T S r z d 1/2" x 10" ANCHOR BOLTS ® 32" o.�. �� NAILLINCPArrERN HOLD DOWN ANCHOR ALTERNATIVE EPDXIED ANCHOR w/ Y x Y x 1/8" WASHERS LU 1 2 MANUFACTURER CONNECTOR W 2 x a PT SILL ON 51LLSEAL m w/ ssr- SPHa m 32" BOTTOM OF SLAB 7 IYPIGAL FRAMING OF CORNERS AND PLATE LAPS SIMPSON 1_71`20 10-1f6dCOM NAILS HTT16 58"x8"WEDGE ANCHOR 5/g"THREADED ROD WITH MIN,10"EMBEDMENT 6x6, 10x10 WWM OR L USE EPDXY ANCHOR HTT22N/q 5/8"THREADED ROD WITH MIN.10"EMBEDMENT U) FIBERMESH REINFORCEMENT .. INTERIOR BEARING FOOTING ONLY WITHIN SIMPSON HTT16 18 1f6d COM NAILS x ---1 MI -------------- CONTINOUS 6" OF EDGE CONCRETE. LTT20 12"0'WEDGE ANCHOR 1/2"THREADED ROD WITH MIN.6"EMBEDMENT :: PLUMBING WASTE LINE TRUSS SIMPSON HTT22 32-116dSINKERS PHD8 N/A 718"THREADED ROD WITH MIN.15"EMBEDMENT � $p r ••• O ,.- '-__• 6 NIL VAPOR BARRIER OVER 3-16d COM @ EA. SIMPSON PHD8 244x"x Y SDSSCREWS Lu TREATED AND COMPACTED FILL - . - BLOCK (7YP.) WEDGE ANCHORS SHALL BE"RAWL-STUD"OR"KWIK-BOLT"OR APPROVED EQUAL O EPDXY SYSTEM SHALL BE SIMPSON EPDXY-TIE"SET"OR HILTI"HIT"OR APPROVED EQUALCl) ~' a z ass coNr. BOTTOM OF SLAB -3-12d COM (TYP.) t 4 < MIN- 25" LAP O CORNERS 4" MIN 1-1- 1' V-4" 2 STORY CONDITION, USE INTERIOR BEARING FOOTING 2x4 BLOCKING � 24"oc. W 16- WIDTH & 3 5's CONT. z NAILING SCHEDULE ff p ,,,,,, _.,, _ ,,,,_,,, __ ,,,_.r ��-#5's CONTINOUS • w 3` ���� REVISED 11/25/02 F TYPICAL MONOLITHIC FOOTING PLUMBING WASTE LINE -SHEARWALL O Z CONNECTION TYPICAL NAILING ALTERNATE NAILING 1 ALTERNATE NAILING 2 q '� LOWER REBAR AND FOOTING � IF NECESSARY Lap in double plate 12 - 16d common 16 -0.131" x 3 1/4" gun nails 20 - 12d sinkers x TYPICAL INTERIOR SHEARWALL TO TR S5 CONNECTION 6" o.c. on edges and 12" o.c. in the - p 4" CONCRETE SLAB w/ field with 8d common, box, screw 6" o.c. on edges and 12" o.c. in the 4" o.c. on edges and 8" o.c. in the • H-- 6x6, 10x10 WWM OR SW - shearwall shank or ring shank fie-id with 0.131" x 2 1/2" gun nails field with 0.099" x 2" gun nails LU FIBERMESH REINF. PLUMBING PENI;TRATIING INTERIOR BEARING FOOTING 3" o.c. on edges and 12" o.c. in the field with 8d common, box, screw 3" o.c. on edges and 12" o.c. in the b ..� 9 a- 4 SW(3) - shearwall shank or ring shank fie3ld with 0.131" x 2 1/2" gun nails + z a ° a Z 6" o.c. on all supports with 8d 6" o)-c- on all supports with 0.131" x 2 ENC . & PART. ENC. 1/2" or common, ring shank or screw 1/2"' smooth, ring or annular shank un SIMPSON PA 51 EMB. STRAP 9 9 9 a 7/16" Roof Sheathing, corn o.c. edge nailing within 4' naiiis, 4" o.c. edge nailing within W of 6 MIL VAPOR BARRIER OVER J U.1 TREATED & COMPACTED FILL NOTE: GARAGE SLAB THICKENED EDGE 120 MPH of roof edge and ridges roof edge z tj6- OPENINGSSTEMWALL Sim son LSTA30 total)(1) # s's CONT. oeT(1j a•. U) SPH4/6 TOP v 9 -10d commons in each end (18 OPENINGS LESS THAN AND STEMWALL FOOTING W BOTTOM Simpson LSTA24 total) Q m 36" SHALL USE (1) KING 10 - 10d commons in each end T u, TYPICAL NON-13EARINC7 STEP FOOTING & (1) CRIPPLE OPENINGS 5' TOJ q OPENINGS fBETWEEN 7' WIDTH USE Slm son HTS 30 (2D total)SHALL USE (2) KING STUDS (2)AND SBO OM TOP 13 - tOd commons in each end Simpson MSTA36 (26 total) w & (2) CRIPPLES. SPH4/6 AT 32" o.c. Simpson SPH4 12 - 10d x 1 1/2" nails n ry `f) (U.O.N.) NOTE: (TYPICAL) Simpson H2.5A 10 -8d commons (Total) . �[ F IF OPENINGS EXCEEDS W-0"• TYPICAL STRAPPING (UNO) e 4 J IN WIDTH SEE PLAN. NOTES: Sim son H16 1 1/2" ANCHOR BOLTS ° x in plate(2) 10 - 1od x 1 1/2" in rafter; 10 - 0 MAY BE LOCATED �r AT EITHER SIDE d O OF KING STUDS, Simpson LTS 12 5 - IOd commons in rafter& plates 5 - '1Od x 1 1/2" nails in rafter& plates 4" CONC. SLAB 2500psi w/ #5 CONT or USE 1/2" z PLATE MUST BE #4 BENT INTO FOOTING AND 7 - 0.148" x 1 1/2" nails in rafter & z FIBERMESH OR 6x6-10/10 WWM\., x 14" ANCHOR BOLTS NOTE: CONT. BETWEEN THICKENED EDGE Simpson MTS12 7 - 10d commons in rafter & plates plates �J w SINGLE SILL IS BOLT AND KING V O _• ACCEPTABLE FOR STUD # I� r " '' _ OPENINGS UP TO 4 VERT- -TYPICAL- Simpson LTA 1 iz - 1 od x 1 11z" �] ,SLI r) " ;p� 5'-1" WIDTH ANCHOR BOLTS Simpson PHD8 24 - 1/4" x 3" SDS screws (�,-� r� a GRADE ;"_ }:'' MUST BE WITHIN 1 #5 CONT- r""� C"J S 12' OF KING Sim son MGT 22 - 10d commons 0 3�;''.; • �• STUDS Simpson HTT16 18 - 16d corn mons CLEAN, TREATED, COMPACTED FILL A 1/2" x 10" PLACEMENT OF SIMP50N PA51 EMB. STRAP Simpson HTT22 32 - 16d sinkers ANCHOR BOLTS n (T 32" LU (TYPICAL)) -I z TYi'IGAL FOUNDATION IN GARAG>~ � ,'� I� Df1'PIGAL HEADER STRAPPING 5PH4's @ 32"oc.TOP&BOTTOM= MAXIMUM TRUSS UPLIFT OF a eJ SCALE: 3/8"= 1'-0" 865#'s ON TRUSSES SPACED SIMPSON MTS12 N 24"oc. 2x--RAFTER SEE PLAN FOR SIZE AND SP Irk C11 O 00 FL FL z x 4 STUDS 0 16" o.�. MAXIMUM TRUSS UPLIFT OF "� SPH4's @ 16"oc.TOP&BOTTOM= o No. z or Bt. SPF MAI E��TACuTEND WITµ 1640#'s ON TRUSSES SPACED2-7 7116" OSB SHEATHING NAILED ,AS PER CLIP STUDS TOP AND BOTTOM (2),131"x 3"NAILS. 24"OC. �' F W/ SST- SPH4 0 32" o.c. NAILING SCHEDULE 2 x 4 STUD W ALL TRUSSES WITH UPLIFT LOADS EXCEEDING 1600#'s ALIGN w/ RAFTER �� O z 1/2" x 7" WEDGE ANCHORS ROOF SHINGLES OVER 15 FEL SHALL HAVE A DIRECT LOAD PATH TO THE FOUNDATION. STRAP STUD TO DOUBLE �-- 0 32 o.c. a" CONCRETE SLAB w/ SIMPSON MTS 12 CLIP O 6x6, 1Dx10 WWM OR 0 PLATE w/ SIMPSON MTS12 � FIBERMESH REINF. AT EACH RAFTER o NOTE:%6"HARDI PANEL SHEATHING MAY BE SUBSTITUTED u 6 MIL VAPOR BARRIER OVER 2x4 BLOCKINCa BBTILIEE "�11rI z TREATED & COMPACTED FILL LOOKCUT3' vERHANG NOT EXCEED IS" FOR'/16"OSB SHEATHING SPECIFIED WITH A 6"oc.EDGE NAILING PATTERN.NAIL w/6d GALV.COMMONS at 6 oc. 4' e ° SIMPSGN H2.5A CLIP ON ALL EDGES AND SUPPORTS. 4W"' d e 1' AT FACH Loolcou-r NAIL RAFTER TO CEILING o d ' 2x4 BLOGKN[s NAIILED AT JOIST w/ 4 -•- 12D cam. (MIN) (2) # 5's CONT. EACH END WITH(;2).131" x 3" $.. 1.-4.. $.. NAILS. NOTE: FOR 2--STORY CONDITION 1' �ppp �*,•- '+. ''• I II z USE s" WIDTH w/ 3 #s's CONT. g�ATHING HURRICANE ANCHOR AT EACHTRUSS OPTIONAL FRAMING AT EXTENDED CLIP STUDS TO DBL. PLATE w/ SST--- SPH4 Cel 32 .c. ry •�J' �.`��)'', TYPICAL INTERIOR BEARING FOOTING CONVENTIONAL FRA"IED (2ABLE ( SEE SCHEDULE ) , Ld TER xb SUB-FASCIA ` • � I•�!(,`� L)I i x4 BLOCKING END WALL / W VERHANG NOT E)tcEEO 12" (2) 2x_ SYP DOUBLE TOP PLATE w/ 2 x _ STUDS ® 16" o.c. - x4 SYP at 12 oc.EXTENDS w 2 x 4 STUDS ® 16" o.c. 8'-; BACK MIN FROM GABLE OENAIL w/.131" X 3 Y4" SST- SPH416 AT 32 OC. m No. 2 or St. SPF EXTEt710R FACE.NAIL TO E=ACH NAILS at 12"oc. CLIP STUDS TOP AND BOTTOM CEILING JOIST w/(2)8d NAILS STAT$STRAP at 46"oc.or CORNICE DETAIL AS BEARING WALL I �'•�'•..•'•' p W/ SST- SPH4 0 32" o.c. EILING JOIST Ea S 1�,1 �/ �t , ` - d A5LE ENP WALL STOP: PER BUILDER'S SPECS z ® 32" o.c. 2x4 at 16"oc.NOT TO )) - ' )) Q 1/2" x 7" WEDGE ANCHORS EXCEED 10'-m"HEIGHT. 2x_ SPF #2 STUDS AT 16" OC 2 -- V -10 Ui a 4" CONCRETE SLAB w/ - IMFSoN GSI& or LSTA24 ca 6x6, 10x10 WWM OR I STRAP at 48"oc.NAIL w/(8) (SEE STUD TABLE FOR SIZES • U.0.N. • DO NOT SCALE FIBERMESH REINF. Ilad IN CAB END. THIS DRA WING LU I RYWALL CEILIN[s OENAIL CABLE END WALL AND SPACING AT VARIOUS HEIGHTS) J t- i . • STUD TO DOUBLE TOP PLATE WITH(31.131"x 3 y4" 112" x 10" ANCHOR BOLTS @ 32" o.c. Na/1.a RELEASE DATE: w/ 2" x 2" x 1/8" WASHERS ' . '' 7/16" OSB SHEATHING NAILED AS NOT 03- 25 - OJ W $" 6 MIL VAPOR BARRIER OVER OUBLE TOP PLATE 2 x 4 PT SILL ON SILLSEAL � � 1. ' '•"'"t"• TREATED & COMPACTED FILL (2) # 5's CONT. YPICAL WALL m ABLE END WALL STUD GONSTRUGTIGH w/ SST- SPH4 @ 32" o.c. LREVISION DATE:1'-4' NOTE: FOR 2-STORY CONDITION6x6, 10x10 WWM OR © USE 1'-8" WIDTH w/ 3 #5's CONT. LL FIBERMESH REINFORCEMENT Q 3)8dNAILS TYPICAL FRAMING AT DRAWN BY: o TYPICAL INTERIOR BEARING STEP FOOTING x4 131-00+1NG CONVENTIONAL FRAI`1E12 CABLE f w/(4).131"x 3" END WALL 8„ :. NAILS .. 1:• DJM II ALL MEMBERS SHALL BE SYP ,. 6 MIL VAPOR BARRIER OVER Lu -'` ' $" TREATED AND COMPACTED FILL W OUBLE TOP PLATE CHECKED BY: _ .v 1' 2 #5's CONT. 11 W - OGKINC TAf MIN. 25" LAP @ CORNERS DJM BL �� L 2 STORY CONDITION, USE in CLEAN COMPACTED FILL I I 1 #5 CONT. SHEET : . TYPICAL C�ABL>~ END BRAGINd6 TYPIGAL EXTERIOR WALL SECTION � � TYPICAL THICKENED i<DGE FOOTING F• lil r o z /7/ SY GEPCEERAIL DMESIGb1 CC1 T ERIA: ROOFING: Coots: 1 . Roofing shall comply with 2001 FBC Chapter 15. Z 2001 Florida Building Code, ASCE 7-98, ACI, A T IC, NDS, AWPA, APA, (Lastest addition U_O.N). --� 2. Asphalt shingles shall be designed for the applicable wind zone of the structure. G=b1EPtA 140TES: 3. Follow the manufacturer's attachment schedule for the wind zone of the structure. 1 . It is the intent of the Engineer of Record that this • r in c q N work be conformance with all requirements of the authorities p 9 comply with ASTM D 3161 , having jurisdiction over this type of construction and occupancy. All contractors are responsible for the means 4. Asphalt shingles shall and methods of constructing and shall do their work in conformance with all applicable codes and regulations. MASONRY: 2. The contractor shall verify all conditions and dimensions at the job site pricor to commencing work. 1 . All masonry work shall be in accordance with ACI 530 / ASCE 5/ TMS 402 Masonry Building Code. ry� a openings, " 3. Contractor shall supply, locate and build into the work all inserts, anchors„ ngles, p lates, sleeves, I~iangers; slab depressions; and pitches as may be required to atltach and accommodate other work. 2. Concrete masonry units shall be ASTM C90-75, Hollow Load-Bearing Concrete Masonry Units, Type 1 ; Grade N-1 , normal weight, with a minimum compressive strength of 20001 psi (f'm-1500psi). 4. These documents, as instruments of senjice are the property of the Engineer of Record and may not be used or reproduced without expressed ��;�ritten consent of the Engineer of Record_ 3. Mortar shall conform to ASTM C270 and be of type S. 5. All details and sections shown on the drawings are intended to be typical and shall be construed to apply to any 4. Grout when specified. shall conform to ASTM C 476 with minimum 28 day compressive strength of 2000psi. similar situation elsewhere in the work except where a different detail is shown. Grout shall b2 mixed to provide a slump between 8" to 11 6. The owner will provide contractor with a soil's investigation report and analysis. All requirements for site preparation r_ n ort shall be followed unless additional more stringent requirements are 5. Provide pre cast concrete lintels over all openings unless noted otherwise on di-awings. and soil compaction spCcifled in the soil rip g q specified. Notify Engineer of Record if foundation conditions encountered differ from soil exploration information made available !intels shall be of sufficient size and reinforcement for the given span loading conditions. o to the contractor_ FRAC ING: -17. It is the contractor's sole responsibility to determine erection procedure and sequence to insure the safety of the building w 0 and its component Paris during erection. y 1 . Chapter 23 of the 2001 FBC building code shall be used for all wood framing, except as modified ° by the plans and specifications. 8. Temporary bracing: Contractors shall be responsible for all temporary bracing that is required during construction 2. All wood framing shall be fabricated and installed per ALTO, TPI, and National Design to keep structure safe and plumb until the entire structure is in place. Braking Specifications for Wood Construction. • shown on structural drawings is for the completed structure only. r, 9. Where subsurface soil condition information is not available, foundations have been designed for a 2000 psf soil bearing capacity. 3. All framing anchors and connectors noted on drawings shall be manufactured by Simpson or equal. Contractor shall report any differing conditions to the Engineer of Record (prior to commencing work. 4. All wood members exposed to weather or in contact with masonry, concrete or soil shall be pressure-treated. r � CONST'RUi�TIOP,I MITIS: 5. Contractor shall provide all fastening devices necessary and suited for each application. Fastening subject to moisture shall be hot-dip galvanized to ASTM 153-8001. i3ONCRzTE: -y 6. All metal connections and fabrications shall comply with A.I.S_C_ specifications. 1 . All concrete shall have the following minimum compressive strength at 28 days: rte ' on grade, --------------------------------- slab ---f°c=2500psi 7. Prefabricated structural trusses shall comply with NEPA, National Design "Specifications for 1 N C) footings and remaining concrete-------------f c=3000psi Wood Construction 1P1 Design Specifications ons for Metal Plate Connected 'Wood Trusses, and AITC 100. � N '•" N 9 p N w N � 2. All concrete slabs on grade shall be the thickness as indicated on the drawings over minimum 6 mil. polyethylene (visqueen) vapory r - r co sC. barrier_ Such slabs shall be reinforced with 6x6 ;x'1 .4 x 1 .4 wwm lapped 811 at edges and ends in conformance with ASTM-A 185, or 8. All Trusses shall be designed and certified by � russ ManuTa�iurer s reglsi=.ered Engineer. c- U) LL x Reinforcement �, 1 •14., n r• 1 L Fiber mesh Rein�o� cement shall be used with minimum 2 giber length at NI LB/CY complying with ASTM C 1116. 9. Contractor shall coordinate with truss manufacturer to ensure adequate bearing is provided at Z r ; � '' 3. Fill under concrete slabs shall be clean sand free of debris and other deleterious material. Fill shall be compacted to a end reactions of all girder trusses. }, density of at least 95% of Modified Proctor Maximum Dry Density (ASTR.4 D1557). Fill shall be treated with termite __J '_J 0 N 10. Truss manufacturer shall submit shop drawings and design notes with an engineer's seal for approval. � � poison before slab is placed. p g g g pP •o Design notes to include the rated load capacity of the truss to truss connectors, and manufacturer's license h Q C) co 4. Footings shall bear upon undisturbed soil or upon soil compacted to a density of at 95 % of Modified Proctor Maximum to fabricate trusses utilizing the connector system proposed. The contractor shall approve fabrication and � Q Dr.-,,r Density (ASTM D1557) for a depth of at least two feet. (2') below the bottom of the Tooting. installation drawings showing size; shape and layout. �• � � � 5. Where shorn, cores of block masonry shall be filled with coarse grout or pea 11 . Bracing of trusses during erection installation shall comply with TPI BWT-76. gravel concrete with minimum compressive strength of 2500 psi at 28 days_ 1 _r. All prefabricated woad trusses shall be securer fastened to their su olrtinc walls or beams with 6. Reinforcing steel shall be ASTM A615 Grade 40 deformed new billet seell p J pp J conforming to AC1301 , AC1315, AC1318 and CRSI Manual of Standard Practice, hurricane clips or anchors as noted in the Truss Connector Schedule. (latest editions). 13. At volume ceiling conditions, align trusses to provide a smooth, unbroken interior wall surface from floor to ceiling. 7. All continuous vertical and horizontal reinforcing steel In footings, beams and columns shall be lap spliced a minimum of 36 bar diameters or 24", whichever is greater. STLEL: ° '= 8. The following minimum concrete cover shall be provided for reinforcemenit: 1 . Structural steel shall conform to AISC Specifications for Design and FF ablrication and Erection of Structural Seel for Buildings, •••.e,; .•:; 3 --------------Concrete cast against and permanently exposed to earth. ( �). latest edition 2"--------------Concrete exposed to earth or weather, 4TT46 Bar and larger. nllA 1 1/2"---------Concrete exposed to earth or weather, T5 Bar and smaller_ a. Welded connections------------------------------- AWS D1 .1 0 U.O.N. 1 11-2-----------f(..oncrielte not exposed to weather or in c=ontact with earth for the primary reinforcement, b. Anchor bolts & threaded rods------------------- ASTM-A-307 0 DO NOT SCALE ties, stirrups, and spirals in beams and columns. C. Structural steel shapes, plates, etc. shall conform -------- ASTM A-36 THIS DRAWING RELEASE DATE: 9. Horizontal 'beam and footing bars shall be bent 25" around corners or corner bars with a minimum 25" 0 _25_ 03 lap. [,CHECKED EVISIONI DATE: 10. Contractor shall provide spacers, chains, bolster, etc., necessary to support reinforcing steel. 00-00-00 Supportitems which bear on exposed concrete surfaces shall have ends which are plastic tipped or stainless steel. DRAWN BY: 11 . All reinforcing details shall conform to Manual of Standard Practice for dletailing reinforced concrete CF structures ACI 315 (latest edition), unless detailed otherwise on the structural drawings. B : 12. All concrete work shall be in accordance with "The Building Code Requflrements for Structural Concrete", DJM II ACI 318 (latest edition), and 'Specifications for Structural Concrete for Buildings" ACI 301 (latest edition). S H E E s l ■ ■ KEVIN E . MULLiCAN DESIGNER, INC. (904) 641 -3871 ■ u TYPICAL NOTES NOTE: CONTRACTOR TO FIELD VERIFY EXISTING ROOF PITCH PRIOR TO FRAMING AND MATCH ALL NEW ROOF PITCHES TO EXISTING. 12 FIBERGLASS SHINGLES ON 15# ROOFING FELT 6.5� OVER 5/8* EXTERIOR GRADE PLYWOOD SHEATING 2" x 6" BLOCKING BETWEEN TRUSSES OR 7/16"O.S.B. ON CONVENTIONAL FRAMING. MATCH ' (ONLY IF APPLIED RAFTER TAIL 2" x 6"P.T. BLOCKING BETWEEN TRUSSES FALLS BETWEEN FRAMING). APPLY AFTER RAFTER TAILS. R-30 INSULATION W! 5 COURSES OF P.T. 2" POSITIVE AIRSPACE 1" x 6"T&G SHEATING. UNDER SHEATHING. P.T. 2" x 6" RAFTER TAIL. - SMOOTH FINISH ON 5/8"DRYWALL CEILING. CONTINUOUS ALUMINUM EAVE DRIP ON (2)2"x 6"#2 SOUTHERN PINE TOP PLATE CONTINUOUS P.T. 1"x 2" NOSING OVER OPEN RAFTER TAILS. SEE STRUCTURAL SHEETS FOR ENGINEERING NOTES _ ON STRUCTURAL MEMBERS AND CONNECTIONS. 1" x 8"P.T. FASCIA - g W/2"SCREENED VENT a HOLES @ 2'-0"O.C. - z BETWEEN RAFTER TAILS. E u� o a. CEDAR SHAKES ON 1 S# FELT OVER 1/2" EXTERIOR GRADE PLYWOOD SHEATING ON 1/2" DRYWALL ON 2'x 6" 2"x6"STUDS @ 16"O.C. STUDS @ 16" O.C.. R-13 FIBERGLASS BATT INSULATION BETWEEN STUDS NEW 7 1/2"WOOD BASE CL Q CEDAR SHAKES ON 1511 FELT z �r OVER 1/2" EXTERIOR GRADE U PLYWOOD SHEATING ON _ w O 2"x6"STUDS t@ 16"O.C. a CL No: DATE: REVISIONS: - 1 2 SEE STRUCTURAL 3 CONTINUOUS P.T. 2"x6"SOLE PLATE W/ _ 4 1/2"DIA,x 10"LONG ANCHOR BOLT AT _ 32"O.C.AND AT ALL CORNERS. - _ 4"CONCRETE SLAB 2500 psi W!6x6x10x10 ■ ■ LL - ` W.W.M.ON 6 MIL VAPOR BARRIER OVER GRADE '"` TREATED AND COMPACTED FILL. 1'-4"x CONTINUOUS CONCRETE HOME RENOVATION FOOTING W/3#5's CONTINUOUS& r #4's TRANSVERSE @ 24"O.C.ON COMPACTED SUBGRADE. " . ao 1 #4 CONTINUOUS 1 #4 CONTINUOUS FOR �4-- 'Y+r rf ` - ,� 4"CONCRETE SLAB THE HOOTENS '- � 4"CONCRETE SLAB L] 6 MIL VAPOR BARRIER OVER 6 MIL VAPOR BARRIER OVER TREATED AND COMPACTED FILL TREATED AND COMPACTED FILL ■ will section r2 curb 3 6 " curb WALL ' �2 2" - �'-0' SECTIONS This drawing is an instrument of service and the property of Kevin E. Mulllcan. and shall remain his property. The use of this drawing shall be restricted to the original site for which it is pre— pared and publication thereof Is expressly limited to such use. Job No: 02-206 Sheet No: Date: 6/02/03 Scale: 1/2"=V-0" Drawn: K.E,M. A7 Checked: _ ■ ■ ■ w KEVIN E . MULLICAN DESIGNER, INC . (904) 641 -3871 ■ KEY .............r.....r............ ,,0 WP ®r .......................... ...... -Q,G©NCE ................................ l-Ch'U'Jr r' .................. -------- _ _ _- .............. ie^.I ilt".. �k" h.�.F t ...........................:.... ----- i I ,%� I `; I (1PL IGHT WP ....................... r 1 UPLIGHT ,- - -------------------- 1 --- - ------ _ G i �\ E Ki �2�'n r LU ` ,, f- N//P z-- '� WP -•LOCATE ER N CABINET.IFOR I I I 1 CP CE:WP i I 1 III°- `� . - GIFI -- SCONCE - -'" WP I .l.V -Nt ` _ - ___L_ _�Sz FryC Dr SCONCE Ia-----_ - ry r^ .. + '� i -------------------- 20V ~ _ 44rQ�C;JKO 2 .......................... ON y E 4" f EC i -------- _ _ _ _ _`- -- -- 44- GF 144-L PANT I GF / _� __ .._.... __ --- -- --- -• • — ��-'-- --- -- __..,- GFI GFI F -� - 1 MICRO/ ! - I OVEN ................................ REC r , / I REC--�-- - REC I - L REC REC REC ANI i Win, PL 44 POT _! / %; QC I I / I l i R� PE�•ND . ................................ nl�. ,,f,rl1�:T� Xr Q. FLOOR Q ( 7f' DIP f t �R OVER ® i / \ , ❑ FP SP T j I q o \` \ ................................ t I(a VC)liti'E 6 r'(^.k:1 f--�f SPA I -` ( I REC REC REC EC '14 I I I ------ .............. '' %REC `•SEC ` --------- -- ` ( REC REC w - ~ / - O ON `\ f- ' ,44 44" `` p44" __ RE N f r `'1__ _____ _____ _ I DW i tGFi�NI REF G — QNP T-GF PANT GFI / I CAB CAB n REC _~-_V `\ / , — — •', _ -- -._._ I- _ ... - — _ __ 'A - - — -- -- - -� --- _-- - 4 S O A. #1 W.H. WIC / I Imo' / '---- ------ -----~__ ry w _ _ WP S fir- ___--------- _ ( r CL I I RECWP _` ❑ I hY- � �'� �� YAN/ , --v- I ` GFI ` BELOW - f NOTE: A U. #2 l I�`/ - -- # O BE FI 1 tEG `- ENDANT REG r G / O LIGHT & I REC ` `_ `_ GFI LO EQ IN NEW ATTI I _ PENDANT . ................................. FA\.V0111(-` SWITCH ABOVE REC, "--� REC I I -_-_�- �r T (( it ',- i — -- --- - ` SCONCE hA %f S ITCH - !' C UN�TI i._ ^SCAB GFI O .......................... ...... 1;� T1C/V f10X EC F� t ___�_.FFIONE I �`N� PHONE TO LANDSCAPE (� � `\ LIGHTING --~_-----" i �`� FOR GARAGE 2 1 `� DOOR OPENER I I N -- a - 44" ................. 1 -~__ I I POT ~ oq__j ......................rRC✓ GFI GFI AN/CY rrJ ti P GFI I I I PHONE No: DATE: REVISIONS: I � , • _.•T _ ----- ---- - SCONCE 2 3 4 ■ u HOME RENOVATION FOR THE HooTENS ELECTRICAL PLANS ' This drawing Is an instrument of service and the first floor electrical Ian 5econ,J floor electrical la property properof ty. a Mu f this. ening hall 2 remain his property.. The use of this drawing shall be restricted to the original site for which it Is pro- 'Z t : /�' - C)'" A6 'CA f 14 - 11,01, pared and publication thereof is expressly limited to such use. ,lob No: 02-206 Sheet No: Date: 6/02/03 scale: 1/4"=11-011 Drawn: K.E.M. A6 Chocked: _ r ■ KEVIN E . MULLICAN DESIGNER, INC . (904) 641 -3871 ■ GENERAL NOTES: DENOTES BEARING WALLS. 1. ALL ROOF PITCHES ARE APPROX. 6.5 :12 (TO MATCH EXISTING, FIELD VERIFY) (2)2x12 min. (2)2x12 min. 2. PROVIDE FIBERGLASS SHINGLES ON ROOF _ _ _ or(3�2x10 _ _ _® _ _ orL3)2x10_ _ _ SURFACES. INSTALL IN STRICT ACCORDANCE ❑ WITH MANUFACTURER'S SPECIFICATIONS. (2)2x4 SYP BUILT- I 3. PROVIDE PRE-FINISHED ALUMINUM FLASHING t1P-P AT ALL REQUIRED LOCATIONS. INSTALL IN 1 m 1 STRICT ACCORDANCE WITH THE I I W 1 MANUFACTURER'S SPECIFICATIONS. CONVENTIONAL FRAME NEW CANTILEVERED DECK AREA. ; EXISTING 2ND FLOOR i cv FRAMING O RE IN AN STRAP RIDGE TO OSI OVERFRAME EXISTING ROOF W B REW RKED 1 N -� w/(3) HTS30 STRAPS I � 1 I 0OUBLE1 a U 1 1 I 2x8;@ 16"oc. _ _ I 2-2....._ 2-2x10 �- _ _ (2) 1-3 x 9 " LVLV10�Mh ® (3)2x4 SYP_ (3)2x41 SYP 1 I I I- 1 1 I I I I I I I I ® (2)2x4 SYP BUILT- + (3)2x4 SYP BUILT _ z BUILT UP PO j BUILT IUP POST 11 1 1 1 1 1 1 1 1 I I 1 I 1 1. UP POST-STRAP TOP& �+ UP POST tr it I 1 I III 1 I I I � I 1 I I IIo Q W =1 1 I I III 1 I I I I I I I 11 X 0- LU m I �1 I I I I I I I I I I I I N I + Z I I �¢ N I I I l u l I I I I I I I I I I .�0IQ I III :10 TJI .-PRO 150's (P 1.-6"CGC. ! 1! ! x �Iw N HIP O©F, CONVENTIONAL EXISTING 2ND F OOR FRAME THIS TARE W/2x1 RIDGE w 11 M O+ A D 2x6 R F'TER @ 24" .C.. 1 ® FRAMING TO MAIN AND Iz cv BE REWORKE (THIS 71D A. m i! I I I H I I !1 I I I III I I + w W 11 1 1 1 I I I I 1 I I I I 1 EXISTING GABLE I EXISTING 2ND FL m (3) 2x6 BUILIT =Tal I11ROOF TO REMAIN. DECK TO REMAIN" fOD UP POSTIBE REWO KED I I I I I I I I I I I ( I NN x6 SYP mTO MATCH ABO1 I 1 1 I 1 f I I 1 I I 1 1 I I 1 I II I STRAP POST TOOPEN I m 1 RIDGE w/(2)CS16 (3)2x4 I I I I I I I I I I Iui TO ABOVE I I 1 LOOPED OVER RIDGE (3)2x6 YP UIL BEAM BELOW IL -1--t__r1 — r- -1' 1 1 1 1 1 1 a i UP POST i ! ' ' 9 L" TJ I FRO 150'S 4) 1 �"Ob. ' ii N i °0 Q I 1 1 I I I I 1 I i N ; 3 2x4 I X -w Xi I I I I I I 1 I I I I I I i (3)2x4 SYP BUIL - BRACE TO 1 Z (3)2x4 SYP O UP P03T N BUILT UP CI _ =1 1 I I I 1 I 1 I I STRAP RIDGE TO POST POST EXISTINI�i I I 1— I I I 1 I I I I I I w/(3)HTS30 STRAPS EXT. BEIARIING CONVENTIONAL - - ® _ NEW HEADER EW BEAM _I _„ I „_ I I I NaW B14AM ($�i a�"x 9)'Z' LV� I FRAME STOOP _ _ _ _ _ _,_._._. J W HEADER _,.., ,�. -=...,... -,_, _--------------------------------- ROOF - - - V (3T 2x4 sYP I r L_ J L Ur BUILT UP POST (3)2x6 SYPr Ca r C EXISTING FLOOR FRAMING ; '..3-. ....... NOTE: CONTRACTOR SHALL TO BE REMOVED THIS AREA � ...._....•..,..,..,..,_,_co - - 1 FOR STAIRS AND OPEN FOYER- j �_,-._._,_,_,_CD . _,_,_,_,_,_ . VERIFY EXISTING RAFTERS � I m ' (� .................._ .,_,...... ARE 2x6 @ 24" MINIMUM L _ NOTE: 11 g" TJI-PRO 150's AND LVL BEAMS MAY _,_,_,_,_,_,_,_, N CONTACT ENGINEER OF BE SUBSTITUTED FOR 9 �" FLOOR MEMBERS -- _._._._._._._._. _O_ RECORD FOR ALTERNATIVES. - ,_,_,_,_,_._,_,_,_ _,_._._._._,_ IF THIS CONDITION DOES NOT i 2 h ...._'^'Q '1. AT SAME DENOTED SPACING IF NEEDED i_ !_ TO MATCH EXISTING FLOOR DEPTH. - - �- - w '- - -'-'- —.O_._ - - - - - - ......_ _ _ _ _ _ O------ _ _ _ _ _ EXIST. W I"ED - IZ a a, ..... ............. .................._ --------....... NOTE: CONTRACTOR SHALL VERIFY EXISTING FLOOR SIN _ _ _ _ _ _ r r _ ICV _ _ _ _ _ _ d7 ......._._ 87---- --------- --- C�- CONVENTIONAL FRAME ROOF AREAS-SHINGLE ROOFS No- ©ATE- REVI5101\15: FRAMING TO BE 2x10 JOISTS at 24"oc. (MINIMUM) 17i^ _, _ ' '' -.-.,-.- - •- -. _ _ _,_ CONTACT ENGINEER OF RECORD FOR ALTERNATIVES. NEW AM 2-2x1 3-2x10 ZL IF THIS CONDITION DOES NOT EXIST. 5CeilingLpan ad-20s for sfLL,12 SYP afters No Ceiling Load-20 psf LL,10psf DL SIZE 12"o.c. 16"O.C. 24"o.c. EXISTING 0 24 177'-0" 15-11" v 2 x ���5� MTS12 at EACH RIDGE 4 NOTE: FLOOR JOISTS MUST BE SINGLE SPAN x n 29'-6" -----2_3TT'— RAFTER Span Tables for No.2 SYP Rafters-No Ceiling Joist- DO NOT INSTALL JOISTS CONTINUOUS with Drywall Ceiling-20 psf LL,15 psf DL NOTCH RAFTERS AS AILL JOISTS MUST BREAK ON WALLS. REQUIRED OVER BEARING WALLS. SIZE 12"o.c. 16"o.c. 24"o.c. HOME RENOVATION 2x10 2 -0� 6 7-6 x �"� - FOR Span Tables for No.2 SYP Ceiling Joist THE HOOTENS 20 psf LL,10 psf DL NEW RIDGE SIZE 12"o.c. 16"o.c. 24"o.c. (3) 1 4" X 11 Z" LVL 2x4 1 2x 1131-611 Tf0 ■ ■ x r____TrZ� x _T4'-0 __T0'-9 __T7-0 7.0 x � 19'-10" DETAIL FOR MEW RIDGE FLOOR & ROOF Span Tables for No.2 SYP Floor Joist FRAMING PLANS 40 psf LL,10 psf DL SIZE 12"o.c. 16"o.c. 24"o.c. This drawing is an instrument of service and the z ,�—��—�71 , property of Kevin E. Mullican. and shall x ----T4TTr---- 112'40" il%0 remain his property. The use of this drawing shall 2xi 0 be restricted to the original site for which it is pre- xr— r— pared and publication thereof is expressly limited to floor framinq Ian 2 roof fram inSu�" ase• Roof Framing Notes: 11411 r-oll Job No: 02_206 Sheet No: tv 1. Clip rafters to each bearing point with SST-H2.5A clips up to 10'span. �' rj `7 t► Date: 04/15/03 For greater than 10'span use Simpson LTS12. Scale: 1/4"=1 t_011 2. All ridges and valleys shall be one(1)nominal size larger than adjoining rafters. �� A5 3. Nail rafters to ceiling joists with 4-.131 x 31/4 nails. $' JEFFREY K. HULSBERG P.E. Drawn: K.E.M. 4. Nail rafters to plates with 3.16d common nails. Ir. (FL PE No.33152 I 5- All rafters and ceiling joist shall be No.2 or Bt.SYP. 2955 HARTLEY RD.,SUITE 202 Checked: °C"z` �r ��y^ - fI JACKSONVILLE,FL.32257 Ph. 904 886-2401 Fax 904 260-4367 o n 72 Cl=lh _�)I_ ■ ■ KEVIN E., MULLICAN ■ . E DESIG . INC . (904) 641 -3571 NOTES : ARCHITECTURAL GRADE FIBERGLASS SHINGLES O)N 15#ROOFING FELT OVER 19/32"EXTERIOR GRADE PLYWOOD SHEATHING OR OSB ON CONVENTIONAL FRAMING. CONTINUOUS ALUMINUM SAVE DRIP ON P.T. 1"x 2" NOSING OVER _ I -1 [111 1 NEW 8'-7" PLATE � CEDAR SHAKES ON 15#FELT 1, — NG OVER 1/2" EXTERIOR GRADE 1111 FIELD VERIFY $Xa"GLG PLYWOOD SHEATHING ON 2"x 6" STUDS @ 16"O.C. TOP OF WINDOWEO OF EXISTING _ _ EXISTING. SECOND FLO R SECOND FLOOR EXISTING N f T EXISTING 7'-4" CLGTOP OF WINDO TOP OF WIN OW T-4" CLG '1 I _ EXISTING f 1 } 1 ,��Lt� r �l L � rr zii i_. �� 1 L.� EXISTING FIRST FLOOR 1 11 rr 'z��*r i -1'TiLr zr.�1:L 'Li rL� LLL��1 >�� FIRST FLOOR r_ L C .t 1. . rLS. S LL.X:LLL1��. L 1 i east elevation A4 12 APPROX. 6/12 PITCH (TO BE FIELD VERIFIED TO MATCH EXISTING PITCH) EXISTING EXISTING 8'-4" CLG 8'-4"CLG I ----__ !i 1 .11 1 i-1 TOP(OF WINDOW II `j! . , _ �1. �� t TOP OF WIN OW 1 I- 1 -f l -------- I _ T _ IICY I L 1 i L 1 11 1 ! �1 IAt1 1, -1-L �i1Li, 11 �_ L I E �1��1�� No: DATA: REVI510N5: II I .. 11.1 1 _ Ll.l I�. EXISTING 1 EXISTING 1l 1 1 I_ 1 1 I _ fi �l tl _ 1. �� SECOND FLOOR SECOND FLOCR 1 �. �l 1 11 -1 1 11I I I I 11 .,L, 1. L . 1L_i1 -� _- I.I lL 1. 2 TIG _ 1 . 1 i 1 l [lI l 1:I i� [1 1 I' .!!.i 1 l. : ! I l _ EXISTING EXIS N NL I 1 " 3 7-4 CLG 1 1 1 I._ 1 l ---- __ It. . _ 7 4 CLG TOP(OF WINDOW j.1 1.1 I 1 _ 1 ()11 I i l -)�) 1 - _ _iI - I_Il 1 .. _I = - --- J1 1 TOP OF WINpOW 4 1 . II. II1f-T - - I _.Ii. - 1I ll L ■ [_ 1 ll it I fl i � _ °° .- `° lL L �� __ 1 _I1.1 LI IlL 11 'il } IItL HOME RENOVATION LL 1 L FOR 11 ILI1 1 . - . ? EXISTING ( I 1 ! [ LEXISTING FIRST FLOOR L _ L 1 . 1 1 fLL� .�l .. I i rL�i�_L ,Li. FIRST FLOOR - - THE HOOTENS ■ 2 5OUth O I OVat& EXTERIOR A4 ���F ,,, _ , ELEVATIONS This drawing Is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which It Is pre— pared and publication thereof Is expressly limited to such use. Job No:, 02-206 Sheet No: Date: 6/02/03 Scale: 114"=1 I-off Drawn: K.E.M. A4 Checked: _ r r ■ ■ KEVIN E . MULLICAN DESIGNER, INC . (904) 641 -3871 ■ ■ NOTES : ARCHITECTURAL GRADE FIBERGLASS SHINGLES ON 12 15#ROOFING FELT OVER 19/32" EXTERIOR GRADE PLYWOOD SHEATHING OR OSB APPROX. 6/12 PITCH ON CONVENTIONAL FRAMING. (TO BE FIELD VERIFIED TO MATCH EXISTING PITCH) CONTINUOUS ALUMINUM EAVE DRIP ON P.T. 1"x 2" NOSING OVER CONTINUOUS PVC 2"x 8"FASCIA I _ CEDAR SHAKES ON 15#FELT _ LI, EXISTING 2 EXTERIOR GRAD OVER 1/ RIOR"E I. ! 1 8'-4"CLG E PLYWOOD SHEATHING ON 2"x 6"STUDS @ 16" O.C. TOP OF WIN OW DECK RAILS TO BE PVC 2"x 6" TOP AND BOTTOM RAILS W/ PVC 2"x 2" PICKETS bo co Ll - PVC 2" x 12"TRIM BAND L (LI I 111 . iII II ii � SEXISTING ND Nj Jill I % E FLOOR PVC BRACKET - II 1 l 1 ! N EXISTING PVC TRIM OF WIN OW PAINTED P.T. SQUARE WOOD COLUMN PVC TRIM BRICK CAP ,I,L BRICK BASE .�, i EXISTING FIRST FLOOR WeA elevation EXISTING EXISTING 8'4"CLG ___�_._ 8'-4" CLG TOP' OF WINDO TOP OF WIN OW No: DATE: REVISIONS: 1 Z1 � 1 EXISTING 1 1 I _1 EXISTING 2 SECOND FLO R 1 1 114 14 1 1 NJ SECOND FLOOR 3 EXISTING --11 iv EXISTING 4 T-4"CLG 14 T-4"CLG TOP'OF WINDOTOP OF WIN W .111 l l -_ � �- - TL I 1�- . 1 .[ ]..1 11 i .1L�I1�1 1 1 111 ■ ■ HOME RENOVATION i- 1I 111 _1 T _. II � >- 1 (111 lit 111 I .1� 1 1 1 if 1 1 FOR r c •��' �� _ ..1 , ri THE EXISTING i i'`r 1 ri 1 1 ( � , L _ _ EXISTING HOOTENS FIRST FLOOR r� _ sil II`` lI[II LLL�t �` 1L 1 1L L. FIRST FLOOR 1L r 1 1T1L. Illi 11 r 1 1 .11 r . ■ EXTERIOR 2 north devation ELEVATIONS A3 `0tF: /4, 4 1"', This drawing is an Instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original alto for which it Is pre— pared and publication thereof is expressly limited to such use, Job No: 02_206 Shoat No: Data 6/02/03 Scala 1/4"=1 1_091 Drawn: K.E.BMJ K.E.M. A3 Checked: _ ti ■ ■ KEVIN E . MULLICAN DESIGNER, INC . - (904) 641 -3871 NOTES : GENERAL NOTES: DENOTES NEW CONSTRUCTION. 12" T-4" 12" T-4" 12" 12" T-4" 12" T-4" 12" 3 2244 CASE 3 2244 CASE ivto­ — - - — ' PRE-FAB __._ _ _.-- __.. _ �_ PRE-FAB NOTE: HEIGHT OF SUN PORCH w SPIRAL SPIRAL WINDOWS TO BE VERIFIED IN Q STAIR ( I I I 1 STAIR FIELD AFTER FRAMING. U LU � 1 ( I ( LIVING I • 1 U) N PORCH SUN PORCH A-7 I I; ' I " r> 8-7 PLATE(FIELD I I A-7 m EXIST. 7'-4" PLATE I I L VERIFY)VAULTED I. U 17'-6" 24'4" 17'-6" r, W ILL 2'-4" 2'-6" 6'-4" 6'-4" 6-10 . 1 14'-4"; I ! T' 2" 5'-7" 6'-4" 5'-7" / 00 3068 FRENCH H03 ' I I 1I906$ATIUM ! 30501 ' ' L_ L. — _ _ 1-- _—�DH 3036 DH 3036 DH 3050 DM LINEN p N �� 2'-0' 2'-0" MICRO/ ! L C V-K .1 L -- 0 ._ _._.. __. PANT CAB _ -- ..--- •--.... _ .__. _.._ -. _ _n._ __ �_ __ — — OVEN 1'-4" 5-0 r 8 8'-2" 2 4" 4'-4" U _ ( I I Q N d X ( C��� oat N ~ , MMM I I I M U_ _ i --� FA TEMP GLASS n I N N O W N t entles U ❑ co in I MASTER 4 prefab MASTER a. MASTER 4'x 6' to Y ¢ 1 1 o N 10 TUB I I I 4'-6"x 2'-6" oNr I CLOSET Ireplac BEDROOM �" venues LIVING Q BATH I I ISLAND o � �" _ � prefab I 8'-4" PLATE I ( � r., c" 4 EXIST. 7'-4"CLG. EXIST.7'-4"CLG. N T-4" CLG. N in VAULTED o o - (ireplac I I I t- 11 " KITCHEN u SHOES 8'-4"CLG -8" fi 2'-4" 4'-2" T-2" 5'-0" 3'-4" T-0" 6'-4" n 11 r 00 1? Ir Y �cn - , ' i i i I LINEN 01N a cn LIVING N � ( 1 I 1 DW 1. ti W o N I `� CAB N DECK I I I I I - REF - - -- PANT m , ILL Y - N ----- 2$68 Y- L - Z Uj U N - _ 12'-2" -'- 12'-0" 1 SQUARE FOOTAGE 1 a o UPPER AEBS A. #1 W.H.. D �MECH/ � � x OW � OPEN RAILING �' GUEST STORAG ❑ , , _ �, FIRST FLOOR A/C: 1166 S.F. ROUND � LAUNDRY BATH 306e sou 3068S --- � SECOND FLOOR A/C: 1485 S.F. COLUMN EXIST. 7'-4"C G. CORE OR o - Y z - 7'-4"GLG. =, S OOP Y OPEN TO V - - �� �) - 286$ 28fi8 ° M BELOW DINING ° � OFFICE TOTAL A/C: 2651 S.F. 01 ( d. 8'-4" CLG $'-4"GLG o I OPEN TO ABOVE aI FOYER co �, N ° - LO r to LL. 4 a a? (p - J 6" 5'-6.. 5._8., 8" V-8„ T-15" 8., T-8" 8'-8" N of Exisr. 7'-4°CLG. co - N GARAGE: 254 S.F. J I HB o� 2668 24689 4,_0" 1-9 PORCHES; FIRST FLOOR: _ 83 _ I _ ; I 2668 --- SUN PORCH 174 S.F. wl N ® -' N 4 ❑ I i_ -- _ -- __. __-- _-_ ENTRY PORCH 65 S.F. -- rA/�UNIT 4068 FRENCH - -- - - cv — 0 FIXED 406 BIFOO // `` r (2)3050 DH — 4fi8KET ____ PORCHES; SECOND FLOOR:' 3068 FRENCH , , AN D `1 1 I N I OW R CABINETS I 6068 BY PASS LIVING PORCH 174 S.F. 4�_0,. 3'-4 5,_1. _ `� I I w `p co z N 1 - N " J N ¢ N DECK; SECOND FLOOR: GARAGE _ `� I N LIVING DECK 184 S.F. OT-4" PLATE I ' l l I 24s8 N 0 A/C UN� CD I GUEST L?- -_J ROOMN x r ENTRY T-41"CLG, 3'-�" 4 I I N ACTIVITY BATH TYLER C N PORCH8'-4"CLG 8'-4"CLG 8'-4" CLG ( 7'-4" PLATE 0 T 2 � I � � ! TOTAL S.F.. 350 S.F. B I No: DATE: REVISIONS: r 3050 DH __ 9070 OD (2) 305 H T- 2020 AWN 1 (2) 3050 JDH w 1 _ — _ __J I l._,-. __ __ _ — -- - _._•_ ___ - — _� -- _. TEM /OBSI I � 2 ARBOR , ' ' ARBOR ' A93OVE I I I BRACKETS I I I I I 3 i 4 6'-0" 4'-0" 4'-2" 8'-3" 6'-1" 6'-6" 5'-10" 6'-0" 6'-3" 5'-0" 3'-11" 1'-10" 6'-6" 6'-6" ■ ■ 12'--5" 12'-7" 11'-3" 5'-9" 13' 5'4" 25'-0" HOME RENOVATION 11'-10" 30'-0" 11'-10" 30'-0" FOR T-0" 41'-10" T-0" 41'_10" THE HOOTENS 48'_10" i 48'-10" r u FLOOR PLANS This drawing Is an Instrument of service and the first floor an seconid f 1oor �� praperty of Kevin a AA of ths and shall 2 remain his property. The use of this drawing shall be restricted to the original site for which It Is pre- A2 �A.F; 1/41 ;� Az �t,�F I/41, - �' G pared and publication thereof is expressly limited to such use. Job No: 02.200 Sheet No: Date: 0/02/03 Scale: 1/411=11-011 Drawn: K.E.M. Checked: _ ■ ■ KEVIN E . MULLICAN DESIGNER, INC . (904) 641 -3871 NOTES : r----- r-----� r----- i I I I I I I I I I I I I I . . I I I 3'-0'x 3'-0"x V-0" DEEP THICKENED SLAB W/4 45'S CONTINUOUS EACH WAY. EXISTING CONCRETE SLAB 1 Al TO REMAIN. A-7 NEW 2'-0'"'x 2'•-0"x V-0"DEEP CONCRE'.TE PADS FOR B ICK PIERS. 1T-6" w/(2)#5'ss E.W. - I I � I c 1- �r — ------ — ------ -- -- V-4" 5'-0" 12'-2" I I 3'-0'x S-0"x V-0" DEEP TH CKENED RECESS SLAB 4". SLAB W/4#5'S CONTINUOUS EACH WAY. FOR SHOWER. :I I I LINE REPRESENTS CONNECTION BETWEEN % EXITING CONCRETE SLAB EXISTING CONCRETE SLAB AND NEW SLAB/ I TO EMAIN. N •. - . •. f . -. 1•} 10'-6" I l 6 6„ EPDXY #5 DOWEL = / 5 INTO EXISTING, I I I EMBED 12" INTO NEW I I 2'-0' WIDE x 1'-0' DEEP THICKE EDI 124"x 24"x 12" 3'-D'x 3'-0" x V-0" DEEP THICKENED I AT 48"oc. SLAB W/3#5's CONTINUOUS. I ISLAB W!4#5'S CONTINUOUS EACH WAY.- - •I I w/(2)45's E.W. . . 1: e 4 a ° ° v a Q ° Q I I I r ° 4 e 12' 2" I I I 12'-2" 5-2 3-2' - ���/ g'-2" I- v d 1 I GI== =a I• !� r�1-- t t. -Fr— -- -- l I I � ,I I III I I -��, � � � � � 1 �. •. . 1 : .. . 1. 1 1. . - _ (L I 'o I I I I I I I L� O I f _+L , 1 �I—— _ a L-1 J I I I 2'-0"WIDE x V-0"DEEP THICKENED NEW 24" x 12" FTG. SLAB W!3#5's c NTINUOUS. I I i I _ : .I . I o 11 1 I - l -A ro w/ (3) #5's CONT. 1 •I I I- I I N 4 3'-0'x 31-0"x 1 -0" EEP THICKENED I I r` ------ — SLAB V'y/4#TSC NTINUOUS EACH WAY.-': I. -- I• 2'-8" Z,_0„ 5'-2 I I I �" 1_ 4"CONCRETE:SLAB W/6x6x10x10 F— n :.. ' 1° I -------------� I I 1.• •. :• I a I 4.0 W.W.M. &8"TIURNED DOWN EDGE d I I #5 DOWELS - - r OVER TREATED AND COMPACTED FILL. @ 48"OC. Cn 4 I EPDXY 5" INTO 1 1 I EXISTING CONC. o I. 1 EXTEND 12" INTO 4�e I, 4 14 NEW FOOTING 1 112'-4" 1 1 : . .. 17'-8 1'4"x 2'-0 CONTINU US ON REI E - Co FOOTING W/3#5's CONTINUOUS I& a } I I #4's TRANSVERSE 24"b.C. I ° :COMPACTED SUBG DEI I A. 4"CONCRETE SLAB 250q psi /�x6x10x10 W.W.M. OR FIBERM SH ON 6 ILL VAPOR BARRIER l. °I I 9 -'OVER TREATED AN CO PA TqD FILL. _ 1 IA 14 ° I I ' I• 1.•. I No. DATE: REVISIONS: v 1 � a o ' Y 1 I Q A-7 k5tallation of Now Footinq 1 4'-0" 6' 6" 5'- 25'-0" HOME RENOVATION 11'-10" 30'_0" FOR 41'_10" THE HOOTENS 48'-10" FOUNDATION PLAN 1 founjc-iion Ian This drawing is on instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall ti•' 'i; be restricted to the original site for which it is pre— pared and publication thereof is expressly limited to such use. Job No: 02-206 Sheet No: TREY K. HULSBERG, P.E. FL PE No.33152) Date: 04/15/03 2955 HARTLEY RD.,SUITE 202 Scale: JACKSONVILLE,FL.32257 1/4"=1'-0" Ph. 904 886-2401 Fax 904 260-43§L___"_,) Drawn: K.E.M. Checked: wserwrrs�� ■ s KEVIN E . MULLIGAN DESIGNER, INC . (904) 641 -3871 NOTES : GENERAL NOTES: DENOTES EXISTING WALL CONSTRUCTION TO BE REMOVED. --_�:.:.-_ C7 - - �------- -1 --• ----- �• ----••- -.u_u----'-"tel ---'--- ".,�__'_::�__S'. EXISTING SCREENED PORCH TO n REMAIN AND BE REFURBISHED. ' III h BE REFURBISHED INTO PORCH. EXISTING MASTER BEDROOM TO EXISTING STAIRS TO 4i___" " "" "!° EXISTING STAIRS TO ___ _.___�u ,,, I,I 1 11 11 I 1 11 BE REMOVED. BE REMOVED. — �,----..----r,,, , ALL EXISTING WINDOWS TO -* .1,1 BE REMOVED. I,1 I,I '• I,I 1 q,, , i ;, it 11 in 11 r I J fiI - r'ip I I �'-- -iii i 1 __ 1 1 11 / II I II r II i \ 11 11 1 11 r r f II 1 1, 11 11 / Ir I 11 I 1, L1 y, I ra I EXISTING DECK TO REMAIN I ALL EXISTING INTERIOR u EXISTING DECK TO REMAIN ALL, EXISTING EXTERIORt'�ALL EXISTING WINDOWS TO AND BE REFURBISHED. DOORS TO BE REMOVED. AND BE REFURBISHED. �' �'� DOORS TO BE REMOVED. �;' BE REMOVED. ALL EXISTING WINDOWS TO BE REMOVED. EXISTING BAY TO BE REMOVED. I, I 1 1 EXISTING WATER HEATER AND SUPPkY '1 I I ; 1 LINES TO BE REMOVED. � �\ -------_.__..---..--.----.___... I �-••-�- , I '1 q r 1 I' 11 "it 1 EXISTING HVAC UNIT TO BE REMOVED /I == 1 1 11 - 1 1 � 1 1, 1 =i I \ I • �\ � ------- •1 rte'.__ -� I \\ 11 It ALL EXISTING KITCHEN CABINETS,APPLIANCES EXISTING PLUMBING FIXTURES AND SUPPLY LINES AND FIXTURES TO BE REMOVED. ALL EXISTING INTERIOR TO BE REMOVED, GAP AND ABANDON EXISTNG 1 it DOORS TO BE REMOVED. ' DRAIN LINES. 1 1� It 1 1 I 1111 REMOVE EXISTING CABINETS.1 REMOVE EXISTING 1 - --'- - - EXISTING PLUMBING FIXTURES AND SUPPLY LINES EXISTING ELECTRICAL PANEL'TO CABINETS. BE REMOVED AND RELOCATECD. " TO BE REMOVED, CAP AND ABANDON EXISTNG ---- QRAiN LINES. n hh 11 I 1 1 111 1 1 1 1 II ♦ 1 , I EXISTING WASHER AND DRYER 1 I ;II TO BE RELOCATED. ALL SUPPLY LINES TO ___. .._.._. BE REMOVED. CAP AND ABANDON ALL - - -------_---..---•'_r--_--_----------r _ I I , DRAIN LINES. -==------ -------_�__ ._ ------------ DRAIN -____-- -- 1 1 II I I I 11 I I 11 l I I I l 1 1 1 I 1 1 11 1 ALL EXISTING EXTERIOR DOORS No: DATE: REMSIONS: BE REMOVED. REMOVE EXISTING STAIRS REMOVE EXISTING STAIRS I I 11 II 2 -'-` NOTE: CONTRACTOR TO VERIFY WITH OWNER WHICH LANDSCAPE r ITEMS TO BE REMOVED DURING DEMOLITION. 3 4, 1 r 1 EXISTING DRIVE AND WALK ■ �" TO BE REMOVED. - HOME RENOVATION FOR , l -�` THE HOOTENS , DEMOLITION PLAN This drawing to an instrument of service and the property of Kevin E. Mullican. and shall remain his property. The use of this drawing shall be restricted to the original site for which it Is pre- - and publication thereof is expressly limited to firs- floor Jernol--ition2 seconIan d floor Jernol bonPlan such use. ,lob No: 02-206 Sheet No: Data: 6/02/03 Scale: 1/4"=11_011 Drawn: K.E.M. D1 Checked: _ ■ ■ 112- 1 �� 1 r U KEVIN E . MULLICAN I DESIGNER, INC . (904) 641 -3871 ------------------ ----------------------------------------- � M15 CSN . ' r r t d o o t r SUN PORCH , r ` 2C-1 13;1 I I } II IJA9TFR � MASTERI M TERr t CLO$Er 'd" BEDI2UU41 AT71 t ■ TT � r[ I I ( I � } I I I MFCH ICKr ST E LAUND GUE I lL- i 9T�'P r n.. FOYER 1 �� I � I I I T G GE _I } r M,: A a NSW APC MOH 1 ENT VEST +1t CH ROOM T ' -- - - IMPERVIOUS 101 1XI _ SURFACE LOT AREA: 3950 S.F. (� BUILDING AREA: 1659 S.F. ,1 CONCRETE DRIVE: 300 S.F. frwr-w.-+-w�www..r.-rr .-rrrww�.-w r�wy-wi+w�-rw►%.-.=.-4w-rw.+.-" rwr..ww� ,�� % OF IMPERVIOUS SURFACE: 49 % No: DATE: REVISIONS: _ t 2 JCC,AN f OL1L�WWP 3 No: ■ �r arch i-�ec-�ural s i-k,� an HOME RENOVATION FOR 6 N��"� ►� A°" THE H OOTENS 11114 ;4 0 ■ :�:..._ ARCHITECTURAL SITE PLAN -- : Ci j F.r7 Y.. ,;I .�,;r,I: ,:, °,C'ri This drawing Is an Instrument of service and the E. ,; ,; , ;_; .; :;..;•. r!I property of Kevin E. Mullican. and shall remoln his property, The use of this drawing shall JUN 2 3 ZOOS be restricted to the original•site for which it Is pre-- pared and publication thereof Is expressly limited to such use. Job No: 02-206 Sheet No: Date: 6/02/03 Scale: 111 — 101.011 Drawn: K.E.M. S P 1 Checked: _