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Laurel Way 1472 (2) 62 65 (7) 0 >1 < < o < 0 T----- ' ,,` _ PLOT PLAN SCALE: T' - 20' 1 X, N-1 -7 { \ L ............ _. C�\ 7 < < Z oo L L--- -77- 7 LLJ PATE: MAY 22, 2,002 ------- ...... W APPROVED .CITY OF ATLANTIC BEACH BUILDING OFFICE U-j W 0Z 9b Ai o v IN---My oo?Alintle eacEl El I%nnhV and Zoning Deparlinwo This apprml vortliesonce applicable zoning, subdivislofv=" 0 cat land development regulations, but does not constitute approval for the issuance of permits. Compliance SHEET Floridawith Building Code and all other applicable local, State and Feder er itting requirements must be verified by slr tura of the City q1 Atlantic Beach Building OM prior tq thece of a Building ParmlL v19'. Approved By., m uVrent Director bate:.... ........... 62 0CV o I C\] 0 N-TYFICAL FOUNDATION DETAIL SCALE: 1/2'' - 1 FT C) 54'-0" ...... n 1/2"DIAMETER GArcFz DOLTS STUD WALL < C\] 51'AGED AS PER ENGINEER SPECS. ADDITIONAL EXP. #4 RODS CUNT. 32'-5 1/2" 21'-6'1/2" DOLTS MAY DE NEEDED PER4"CONC,5LAI3 05 SHEAR WAl-I-TABLE. W/FDER MESH C�l U-1 LL- 40"MAX-OR CON5ULl- ENGINEER —I-P — — — — — — --- — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — 6-MIL V.B.OVER CLEAN.WELL COMPACTED TREATED FILL ME < 2d'(W)x 10"(H) — :;;- --- 414 RODS VERT6 .ON 4 ' 1 1 3: CCNCPErE rp FOOTING F CENTERS AND AT COPMER5. — VERT RODS SHALL 13E < REINFORCEP W/ � I I –H I 11=1 Ti- HOOKED 6"INTO FoaTIN05 0 (2)-45 RODS jfl�l-- I I- 1301-1-OM AND 12"INTO 5LAD 0 0 CONT. TI-1IT-111=1I TOP,FOR HORIZ, I I 4--6 1/2" 17-0" REINFORCEMENT, T- USE 9 qa HOPIZ.JOINT REINFORCEMENT :52'-5 1/2" ON 16"O.C.(MAX) _ �. -- -- GARAGE - 4'' LOWER 455 5cl f t: cq 257-0" /4"STEP U12 TOTAL 5LAF3 AREA I I I I C\ < CONSTRUCTION NOTES: 1,556 5q ft oz m CONCRETE 0 < 1) ALL CAST IN PLACE CONCRETE(EXCEPT SLAF,ON GRADE) SHALL HAVE A MIN,OF 300 PSI COMPRESSIVE STRENGTH I I I AT 2c'3 DAYS, SLADS ON GRADE MAY DE CONSTRUCTED W/2500 F'51 CONCRETE, 2) FOOTINGS SHALL DEAR 13ELOW PISTURDEP&ORGANIC 501L AND UPON EITHER THE 5URFICIAL SOIL OF,UPON STRUCTURAL FILL COMPACTED TO A DENsrrYOF AT LEAST 95%OF STANDARD PROCTOR MAXIMUM DRY DENSITY (2� (A5TM 01557)FOR A DEPTH OF AT LEAST ON FOOT(I ft.)DELOW THE DOTTOM OF THE FOOTING. 4 I L - r — — — — — I? 5) DEAF\fNG MATERIAL: MAIN MOUSE SLAPS ,IAL: THE FOOTING 5 SHOULD DEAR IN EITHER THE EXISTING FINE SANDY SOILS,WHICH WILL REQUIRE 1209 5q ft C-\] PROPER COMPACTION,OR IN COMPACTED STRUCTURAL FILL, THE DEARING LEVEL SOIL5,AFTER COMPACTION,SHOULD EXHIDfT DENSITIES EQUAL TO 95/o OF THE MODIFIED PROCTOR MAXIMUM PRY DENSITY(A5TM 01557) 4) REINFORCING STEEL 51-iALL DE ASTM A-615 GRAPE 60 STEEL COMFORMING TO ACI 301,ACI 2515,ACI 510 AND CKSI MANUAL OF STANDARD PRACTICE,LATEST EDITIONS. 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINS SHALL DE LAP SPLICED A MINIMUM OF cJ a PORCH 36 DAR PIAMETEK5 OF.24"WHICHEVER 15 GREATER UNLESS OTHERWISE NOTED. 22'-0" (4" LOWER) 6) -THE MINIMUM CONCRETE COVER FOR FOOTINGS SHALL DE In MIN.FOR REINFORCEMENT- FOOTINGS (-ro MAIN REINFORCEMENT............................5 inches 5LAD ON GRADE...................................................................CENTERED 7) HORIZONTAL REAM AND FOOTING DABS SHALL 13E DENT T-0"AROUND CORNERS OR CORNER DAK5 WITH 2'-0"LAPL 5HN-L 13E PROVIDED, a �lkj 0) CONTRACTOR 51-IALL PROVIDE SFACER5,CHAIR 5,1301-5TER 5,Ex.,NECE55ARY 10 SUPPORT REINFORCING STEEL. 5uFFoKT ITEMS WHICH DEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH AKE PLASTIC TIPPED OF, LANAI (4" 5TAINLE55 STEEL, LOWER) 9ATI_REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOP,DETAILING REINFORCED 141 5q ft ) LI CONCRETE STRUCTURES ACI 315 LATE51 EDITION,UNLE55 DETAILED OTHERWISE ON THE 5-rRuc-rURAL DRAWINGS, 10) ALL CONCRETE WORK SHALL 13E IN ACCOKPANCE WITH THE DUILPING CODE REQUIREMENTS FOR CONCRETE"ACI 518 LATEST EDITION,AND"SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR DUILPINGS"ACI 301. <1 � v v MASONRYO LL- 1) CONCRET MASONRY UNIT---, SHALL 13E ASTM C90-75,HOLLOW LOAD-REARING CONCRETE MASONRY UNITS,TYPE 1 GRADEN-1NORMAL WEIGHT,WITH AMIN.COMPRESSIVE 5'FRENGHrOF2000 PSI(f'rn= 1500 PSI). 2) MORTAR SHALL CONFORM TO ASTM C270 AND 513E OF TYPE M OR 5. 5) HORIZONTAL MASONRY JOINTS REINFOKMENT SHALL 13E GALVANIZED TRU55-TYPE WITH 0"LAP AT ALL SPLICES AND SPACE AT EVERY OTHER E5l-OCK COURSE,MAX 16 In.O.C.. PATE: MAY 22, 20072 ...........- ...... LLJ INTER10K THICKENED 5LAD DETAIL 5CALE: 1/2"= 1 FOOT SOLE PLATE 5HAI-1-13E ANCHORED TO GATOR 5LAD W/1/2"DIAMETER GATOR 1301-1­5 SPACED PER SHEET EXPANSION JOINr RECESS 5LAD 5/4" 2,x 4 5rUP5T5 NEEDED PER SHEAF WALL MAY 13E X l0'WIPE A r TABLE ON 0 16"O.C. APPJTIONAL EXP.DOL T5 ENGINEERS DETAIL GARAGE POOP, T 1-=Fl P7J7 SHEE FOS CONTINUOUS TIJKN DOWN SLAF3 PErAll- AT GAKAGE 5CALE: 1/2" = I FOOT ............ 62 D CN LL (D (-Q C) N CV 37-10" - < N ----------------------------------- 74" 7 LLJ C) < L CPR) CL05ET 2: 42"OPEN 4A"A4'-2" < HANDRAI STOKAGE x 7-811 42"KNEEWALL 13EPFOOM = LLI -t TSTUPY 10'-T x V-11" 0-11"x 7-b" Ct-05ET 4�4'x4%5' WINDOW SCHEDULE. -7 DESCRIPTION- f - - Z-713/16" SINGLE HUNG MAFK 50WHITE -PN NUM13EP QTy 1^l01 5 5 LLJ POOR SCHEDULE C� -r N 5 -1E UME3ER SIZE DESCRIP LOFT (12" AF30VE I--- HALL < D01 5 2668 1501 INTERIOK'. G, -- PANEL DALANCE OF 5"x 6'-11"- 0 - oz 17-51/2" < L P02 2 2068 1 1�0 INTERIOR 6 - F/\,NEL- 5ECONF) FLOOK) �f3 T o 5 PANEL x T-,'-5 78) DEDKOOM C�s x I'll—Oil � a C\J v v 4'-11/2" U-4 1/2" 5,-9'1/2" 57-10" 21'-6 1/2" CONSTRUCTION NOTES: FLOOR COV E1\ IN LOFT TO 13E VINYL LIVING AKEA 726 5q ft oz LL u- < Lu u PATE: MAY 22, 2002 cn 37 < SHEET 5A tL4irm Lau -eA WoY --------------- LL n Q) F675-0 0 001 < N > A In 2-K —'(vert)G--,----------- 2 U--� UFST/�IRS BATHI — I C�s VAULTED VAULTED CLOSEr U—I CEILING CEILING z42"OPEN U CATHEDRAL HANDRAIL 03 NO CADINET DLAW SPACE 42"KNEEVCFILNG Q-) DEPROOMCSS U STUDY < C) e)'FLA,r CEILING 12-K (13 I ,\ � i 12 I F79'FLA,r CEILING in KITCHEN 13ELOW- 1 DALANCE OF LOFT (12" AE30VE CATHEPRALHALL 6FLAT CEILING < _ I i I W CEILING < DEPKOOM CATHEDRAL -^— 1 n ( � i CEILNG < V i_3'FLAT CEILING LLJ -J- FLAT CEILING-6 C\] MASTEK 13ATH ROOF PITCH 15 X312 1 I FLAT CEILING-0' ALL INTEP\IOK FITCHES ARE I I I ! i MAXIMIZED AND NOTE[) AS SHOWN ON PLANS I WALL HEIGHT OF FIKST FLOOF, CATHEDRAL CEILING LIVING AREA b' - 1-10'' -- E/XCEF"T IN SLOPED CEILING PITCH 6:12 726 5q ft OVER LANAI r\1-f-CHEN I PITCH 4:12- CATHEDRAL CEILING WALL HEIGHT OF SECOND I I -4:12 PITCH FLOOF 15 8`1 LL O < oz U) PATE- MAY 22, 2002 —Z E-1 Hloll cl < --J Ll in L t� E❑I [❑EN' I I N WE 0000 00 4 5HEET —L:1 lR Way ------------- ------- ...... ........... 62 FRONT RIGHT s ' ') oo T_' __T__ _'_T__ I ---------- I I _T_ L I _L_ 7- --- ------ r- F_ I I ------- L-r-- 1. F_ I­ E 17- I I T 'T_L r-, 7- C�' cz oz .......... - 2!7 IL FF==— ----------- C\� KEAK LEFT ------- _L__r_L_T_'L_ I- I-- ----T- T I T=H7-_ F '7_ L__T L-7-L-T I.- _j I T­ I I -I _F 772�7 _ I.- T_ _F _7 1111 _7 r-- C.7 t r r'T_ T L I I I I I T_ F_ I I I I - I I -E- MAY 22, 2002 1 1 L I I I F PA] mow- L-T L L Ir I I ------ LU Don LU Lu ............. —---------- 00 ------- SHEET- I i i X c� [ N ? L_ O Q N N U U � z o Ctl 32-51/2" 21'-61/2" — } Cn z LL_ - - - - - - - _.._. —. - - - - - -- - - - - - - - - - - _.. - - - - - _ — — _ — — _ - - -- - - - - — — - — — — - o N N I < _ ( I J I I < o 0.� I ) GARAGE - 4" LOWS • �, R 455 5G1 f I: J I N 4 a I N W >< I 4"5TEPUP - �� TO-FAL 5LAD AREA I I <V O I I < 1856 5q ft I I I IDZ M O N I i LL 4 I L _ _ _ , w =r -- e,�, I MAIN HOUSE 5LAD J 4" THICK FIBERMESH REINFORCED SLAB ON GRADE 4 TO BE POURED ON, COMPACTED PER SPEC' S, DAMP J I :• 1; I 12'U" - -- - O PROOFED W/ 6 MIL TRIC VAPOR BARRIER, CHEMICALL TREATED FOR TERMITE CONTROL, STRUCTURAL FILL. ( I o PORCH I 22'-0-` % (4" LOWER) 4 I I / LANAI (�I00 LOWER) / 1415a ft �. f I ,: I 4 Ott .---- - - - - - - —) I —' — — — — — — —,_ _.__ -..,..- — — — — �-._.. — — —.-. — — — — — — — — — — — — -- — ff ff 0 SCHEDULE A ROOF TRUSSES STRAPPIING SCHEDULE TO TOP PLATE - -- — 54'-O" OF BEARING WALLS (PRE--ENGINEERED FRAMING TRUSS No. OR UPLIFT TRUSS T(O TOP DESIGNATION * (Ibs) PLATE OR TO STUD TOP PLATES TO FQOT]NGS DATE: MAY 22,2002 ALL TRUSS ENDS EXCEPT ONES 0-q 55 H 5 i-S M e�(0 w, C l i pS 1/2"d GATOR BOLTS SPACED AS OUTLINED 8ELQW SHOWN ON SHEET #8. - TABLE 1606.1.4 NOTE WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS UNLESS RULED OTHERWISE BY THE SOIL ENGINEER OR CONSTRUCTION w 12 PROFESSIONAL THAT IS FAMILIAR WITH THE HISTORY OF THE SPECIFIC CONSTRUCTION W Fsr F`i t ��3 '1r� Hsi SON, =-_ - _: �A�rvr���R ._ ____r.._.F, ... _— SITE, THE UNDERSIGNED ENGINEER RECOMMENDS THAT AT LEAST TWO (2) 25 ff. DEEP o p FASTENER SPACING(in.j � � SHOWN ON SHEET # $. Panel Span s z ft 2 h P. Span 4 ft c Panel Span 6 ft¢Panel Span �S�GS H>-T�ERFDRNCED AT THE CONSTRUCTION"'S m"'"' a 4 ft <6 ft r a ft OF EVALUATING .E DEEP SOIL CONDITION AND TO INSURE THAT THE SOIL � 2 1/2#6 Wood Screw3 16 16 12 9 DOES NOT CONTAIN POCKETS OF UNSUITABLE SOIL (I.E. ORGANIC SOIL, 21/2#8 Wood Screws3 16 16 16 12 UNCONSOLIDATED CLAY, ETC.) THAT MAY CAUSE FUTURE DETRIMENTAL STRUCTURAL SETTLEMENT. ❑ z Double-Headed Nails4 12 6 3 HOWEVER, G ft., DEEP SOIL BORINGS SHOULD BE PERFORMED TO ESTABLISH SI: 1 inch=25.4 mm I foot=305 mm THE DEPTH OF SOIL EXCAVATION AND BACKFILL- NUMBER OF BORINGS SHALL �i f,2)MTS 10 " 'StM SQN~ (ONE) 1/2"0 GATOR BOLT LOCATED WITHIN BE RECOMMENDED BY THE SOIL ENGINEER. '764 — 2000 F ACH N A11.E'.b 4��C�y� 5" OF CENTERLINE OF TRUSS 13EARINQl Notes: , IF NO DEEP SOIL BORING INVESTIGATION IS PERFORMED (I.E. 25 ft. DEEP SOIL 10 % x I11Z N fA11,S 1. This table is based on a maximum wind speed of 130 mph(58 rn/s)and mean roof height of 33 feet(10 m)or less. BORINGS) THENI THE UNDERSIGNED ENGINEER ASSUMES THE FOLLOWING= SHEET CAD FILE NAME 2. Fasteners shall be installed at opposing ends of the wood structural panel. THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE 3. Where screws are attached to masonry or masonry/stucco,they shall be attached using vibration-resistant anchors having a minimum withdrawal capac- SOIL CONDITION REPORT; THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW LO.I. Z W 1���N Q A9�5� 5 ity of 490 lb(2180 kN), FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE 1 /� 4. Nails shall be 10d common or 12d box double-headed nails. OF 2000 PSF- IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER (qrLAN-�-IL lgt.R6" , FLORIDA DRAWING NO. 001-6ya5 �1GT-ti " -6 MfS01J r THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED N01•�9roWf� DRAWN BY: APPROVED BY: SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS APPROVED BY: LJG • Gaspe, •`F• SHEET No, (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. DATE: pZ 9610(Broken Oak�fUd FLORIDA BUILDING CODE—BUILDING _`la.�, FC322S7 * = SFE TRUSS ENGINEERING 8Y'"(-?I,��71fJE" crJR TRUSS C'ESIG?JAl10N. SCALE: AS NOTED �rJ16/0U '70F U DZ LL 0 N N Z L O < N 6\ �-� < _ A-1 03 - o � � I MASTED 13, (F y -- - - - __ � � v i i i G QD cLosET I W t 42"oP \ co C\1 CA?OUTLETy STORAGE HANDRAIL I 42"KNEEWALL closerSTUDY. gED{�OOM 14 Ste- H N ` S�"CG� r(pY LosFT W 'IN �', looms �3o Rovr _ ► s��"�,p F � II HEAVE ROOM FOR I GARAG L� T I "' ! I� 'C�/11 �, 'VAKER'5 RACK' 7t �' O v I ' i m`a LOFT (12" A�OV E HALL MASTEK 13ORM - !� �ALANGE OF �0 I N 5EGON0 FLOOR ;,� w CD 13EPROOM CSS j I ! - ur ' l - — - _ FOYEK r'OKCH s �I N LL Jccz)�.A VIL f --- ,� " I I TABLE, FOR SHEAR WALLS FRAMING OUTSIPE STORAGE =$ TABLE FOR SHEAR WALLS FRAMING � (GROUND FLOOR) NG � THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE (SECOND FLOOR r� V J oz 3 NOTED IN THE TABLE: THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE _ A WOOD SHEATING TO STUDS NAILING SHALL BE 8d COMMON NAILS. NOTED D THE TABLE 0 CAP OUTLET B� GYP. BOARD TO STUDS NAILING SHALL BE 5d & 6d COLLER NAILS FOR 1/2" & 5/8" THICK BOARD A) WOOD SMEATING TO STUDS NAILING SHALL.BE ed COMMON NAILS. N LANAI , RESPECTIVELY. B GYP. BOARD TO STUDS NAILING SHALL BE 5d & fid COLLER NAILS FOR 1/2' & 5/8" 7Fi1CK BOARD C) SOLE PLATE–CONCRETE SLAB ANCHORS SHALL BE 1/2"Ox 10" LONG "J–BOLTS" (A307 STEEL) FOR EXTERIOR WALLS RESPECTIVELY OR 1-1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS. I �- �„� OR 1/2"0 x 7" ADHESIVE ANCHOR BOLTS FOR INTERIOR WALLS_ �-- N _ n h REQ'D. SINGLE-OR SHEATHING TO STUDS FLOOR TO FLOOR k i �i j DINING DESIGNATION SHEATHING DOUBLE SHEARING NAIL SPACING ANCHOR SPACING RATHI SINGLE OR SHEATHING TO STUDS DESIGNATION SHEATHING DOUBLE SHEATHING NAIL SPADING CAF' O 7/LOCKED SINGLE 6" / 12" 60" O.C. 7/16" OS8 SINGLE 6' / 12" C� f OUTLETS (BLOCKED) plillow (BLOCKED) ® 7/16" OSa SINGLE 4" 12' r 7/16" OSB SINGLE 4" / 12" 60 O.C. (BLOCKED) / �J (BLOCKED) © 7/16" OSB SINGLE 3" / 12" 36" O.C. (BLOCKED) ADDITIONAL NOTES: s A5TEK 8.. D BATH 'r C. � 1) FOR LOCATIONS TO FLOOR TENSION CLOUDED ED AS 6 USE ONE o� ���� � e� � �' P (ONE) MODEL NO LST $3G, I ON , FLOOR A "Slrt 5 - �- -- ---- - 2) FOR LOCATIONS CLOUDED AS 7 . USE (TWO)MODEL No- LST06�."51M sonf', FLOOR DATE: MAY 22, 200 e TO FLOOR TENSION TIE_ 2 o -LAUNp(ZY .. 8 4� '�` fir • /4 f - ' CLOSET { , �e�1 Cc3 "i► "-� '�`t p w*=A.99 oxY G90UTC)BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. 3) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR, WHERE WALLS ARE A CONTINUATION ''^�• OF GROUND FLOOR WALLS, MAY BE BOLTED PER DETAIL "F" ON SHEET #� W r� l to ��'� sp°�Gd`7 I ADDITIONAL NOTES: 0) 4) FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MOZEL,NO- CSZO, "5impson�" �p� 0`G CK G>Ll S tf~'v 1 i; SPACED ON 32" O.C. BOTTOM AND ALSO I+PpLl E n 0 TOP PER DETAIL "p" ON NEXT r I•,I _ 1) FOR LOCATIONS CLOUDED AS �, INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE ACT WHERE SECOND FLOOR WALLS ARE SUPPORTED BY FLOOR GIRDERS AND ARE NQT A CON17NUATIONLu BOLTED PER DETAIL "B" ON SHEET #,q OF FIRST FLOOR WALLS. EXTERIOR WALL OPENINGS MAY BE STRAPPED PER DETAIL "K" ON NKAT 5liCET" Lu — dD " o P S k� 6lI 1 6t 6.i,"CtcLY' PER- DETAIL -"E" �i SIAECT i1� ABOVE SHALL 7: MASTED.UURM I ,' ar ��� ! 2) ALL EXTERIOR WALL. OPENINGS OTHER THAN THOSE MENTIONED AB ! Q Ott, eu"^ Z I I ! 3) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON ! i SCHEDULE "A" ON SHEET #7 . STRAPPING WILL BE ADEQUATE TO RESIST SHEAR FORCES - -- � ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. i 4) THE ALLOWABLE SHEAR VALUES OUTLINED BY SBC-91 FOR BOTH EXTERIOR & INTERIOR WALLS ❑ _' Porgy PORCH y HAVE BEEN REDUCED BY 18% TO ACCOMODATE THE USE OF #2 SPF GRADE OF LUMBER FOR -- ! WALL CONSTRUCTION. ALSO THE ALLOWABLE UPLIFT CAPACITY OF ALL METAL STRAPTUDS THAT CONNECT STUDS TO TOP PLATES, SHOE PLATE, SHEAR WALL HOLDDOWNS AND TO STUDS OF FLOOR ABOVE OR BELOW HAVE BEEN REDUCED BY 18% FOR THE SAME REASON MENTIONED ABOVE. l i . 5 FOR LOCATIONS CLOUDED AS 2 , INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED SHEET AT TOP & BOTTOM AS SHOWN ON DETAIL "A" ON SHEET # 9 CAD FILE NAME LOT 12 "l!DDEN. p f�KOVS G LANK CAPOIIlLE� -;; LYING AREA 6) LOCA ,ONS CLOUSDED 195 � $OAUL. 6E STRApFfD Peg �iE-ffjjL "C" 0f n ' 19 C+ FLORIDA 1206 5Gt T`� 5�1rcL 1 4 9 ATLt�N ��C- ;.FJ���+ � s DRAWING NO. DINNC+' � DRAWN BY: APPROVED BY: Lou _ CAP _._- .�—"�-- -.�.�_ W LETS T0SACAfiF-S •FLDo(g 601ST.S Gms)c125 Iv Rc_ APPROVED EIY: LJG 610uB/. e TTSC,(B l SHEET N0..' �-9 9G.10 Brvken oak�t3Cr��f, i -- �ES�Gr1C frA69ACtTE-� � CEfZT+�rlE9 �`( oiF1��S DATE. (!OL lax, EC3ZZ5T I -- f•��_�.._ scA�E: AS NOTED 7I I�I U Z OF L xm\eJ W(x *** = THE PLATE HEIGHT REPRESENTS THE VERTICAL SCHEDULE " " * I Design Criteria C � 1. Live Loads UNINTERRUPTED SPAN LENGTH OF THIi STUD. RECOrnMENDED STUD SiZF;; AND SPACING i Root,.. ROOF' TRUSS- IF HORIZ. CONTINOUS BRACE CAPADLq C TRANSFERING ...---•-20#/Sq. Ft., Floar.........�10#lSq. Ft, ROOF TRUSS LATERAL LOADS TO SHEAR WALLS DOS EXIST, WALL PLATE -HEIGHT . STUD SIZE SPACING 2. Wind Loads T \N HENTHE SCHEDULE SHOWN._ABOVE DOES NOT I Three Second Gust Wind Velocity Per FBC-2001.........120 x APPLY. 8'-0" THRU 9' 10" 2x4 16" I Mph, I (importance Factor)-1,0,Wind Exposure "B", Category"Il" Building X 10'-0" THRU 14'-0" 2x6 16" CCPi=(-+•)Or(-)0.18 ( Enclosed Building). X J L__ X 3. Components & Cladding Design Pressures x ° 14'-l" THRU 18--6 2x8 16 i - Roof(Anywhere)= -50,.1 Psf, +23.7 Psf Walls - Zone"5" is within ft, of corners,Zone "4" is Anywhere Else ; 19'-0" THRU 22'-0" 2x8 12" Zone Effective Wind Area ( sq, ft.) Pressure GENERAL STRUCTURAL NOTES: 2x10 12" 4 10.0 25.9 -28.1 4 20.0 24.7 -26.9 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL 4 50.0 23.2 -25.4 1/2"0 GATOR BOLT ` I. REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF 4 100.0 22.0 -24.2 CS2o; 5jn��Sd>J PER SHEET # S CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THEIR WORK IN CONFORMANCE 5 10.0 25.9 -34.78 ps WITH ALL APPLICABLE CODES AND REGULATIONS. 5 20.0 24,7 -32.4 5 50.0 23.2 -29.3 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 5 100.0 22.0 -26.9 TO COMMENCING WORK. ** plus and minus signs indicate acting toward and away from the building 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, surfaces u _ __- -_ . . . ANGLES, PLATES, OPENINGS, SLEEVES, HANGERS, SLABS DEPRESSIONS AND PITCHES AS MAY X ('► BF RF011 RFI F1Y TTACFIED•-ARAWfi�-AND TO T SHOWN ON THE DRAWINGS. FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLO S FOR ALL LOAD BEARING WALK 4) THESE DOCUMENTS ARE THE PROPERTY OF.THE ENGINEER AND MAY NOT BE USED OR (EXCEPT: AS OTHERWISE NOTED ON THE DRAWIN S) x REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. OPENING WIDTH IN FEET f �Xxx 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS .ARE INTENDED TO BE TYPICAL AND UP TO S-0" S-1" THRU 6 --06'-1" THRU 10'--0" " .• • I . SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE WORK , EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. LINTEL * (3)--2x8's (3)--2x1O's (3)-2x12's UPPORT GIRDER EXTERIOR WALL OPENINGS �. 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATIONS WERE DESIGNED JAMB �:* USE TWO (2) STUDS OF THE SAME SIZE AS ESE OF THE WALL BEING CONSIDERED K STRAPPING @ TOP & BOTTOM EXCEPT AT FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING EXTERIOR WALL OPENINGS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. = TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF GARAGE DOOR & OTHER LOCATIONS SHOWN _. THE THREE (3) PLATES MENTIONED ABOVE. STRAPPING C� TOP & BOTTOM ON SHEET # OF THE DRAWINGS RIM JOIST OR BEAM 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND (N.T,S,) (N.T,S.) SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND IT'S COMPONENT PARTS DURING * = STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SALE PLATES, ERECTION. X CONSTRUCTION NOTES: ROOF TRUSS 7y16''os6 OR Ali' pLYW�m9 oLI ROOF TRUSS NOT x N A CONCRETE: SHOWN FOR CLARITY, n 1� PREENGINEERED ROOF TRUSSES NAIL.• X � PcK SG1iEJUF.I;, g Of'TrleS 'S1iFt•[ 1) ALL CAST IN PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI ��%� TOP PLATES GATOR NUT uc Ir" Qs0 N r 5Yt4 A e COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED W/2500 PSI CONCRETE, x3"x 3,,,x 1�81 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC SOIL AND UPON EITHER THE SURFICIAL SOIL OR UPON X GAToRt WASHER STRUCTURAL(FILL COMPACTED TO A DENSITY OF AT LEAST 95%(OF )TANDARD PROCTOR MAXIMUM S ��'�Iiµ 50Lyr S"`RR s POST STRAPPING C� TOP DRY DENSITY ASTM D1557 FOR A DEPTH OF AT LEAST ONE FOOT 1 ft. BELOW THE BOTTOM OF THE FOOTING. l� :�. P HURRICANE STRAPPING PER ® 32 O.C. TOP PLATE CN.T.S,> 3) BEARING MATERAIL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, SCH. A ON SHEET # "7 WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING �. �f�. OF WALLS LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) 6"x 6" OR 4"x 4" POST 4) REINFORCING STEEL SHALL BE ASTM A--615 GRADE 60 STEEL CONFORMING TO ACI 301, 1/2"0 GATOR BOLI' ABU•"SLAAPSOWt Payr ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. CG- PER SHEET # S :1/2"v� GATOR BOLT HNC1r9otR 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE �� PER SHEET # S ;,:. DRILL 6" INTO CONCRETE" LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS LIS I C Sigpio), I ` OTHERWISE NOTED. SPACE ® 32" O.C. I pct} Y ," • POST STRAPPING _@ BOTTOM 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. (MAX.) , �-..-- 6" CN T S) FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches - GATOR CdUPLER I SLAB ON GRADE.......................................................CENTERED I POST STRAPPING 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT 1'--0" AROUND CORNERS OR . I CORNER DETAIL L A 7/t� 05� Nit c_ . TOP & BOTTOM CORNER BARS WITH 2'--0" LAP SHALL BE PROVIDED. SHOE PLATE P ?, SA WAIL CN.T,S,) (N,T,S,) 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC, NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE_ SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. I SUPPORT BEAM OR � - • 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR GIRDER PER SHEET $ ' EXTERIOR WALL OPENINGS DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED F OTHERWISE ON THE STRUCTURAL DRAWINGS, DETAIL STRAPPING @ TOP & BOTTOM 1/2"�' GATOR BOLT GATOR BOLT SYSTEM 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS (N,T.S.) PER SHEET #g FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR.STRUCTURAL CONCRETE INSTALLATION INSTRUCTIONS FOR BUILDINGS" ACI 301. STUD TO STUD STRAPPING GATOR COUI;LER (N.T.S.) 1) DETERMINE THE STARTING POINT AND MARK EITHER THE MASONRY I FORM BOARD BOLT LOCATIONS PRIOR. TO CONCRETE POUR 1/2"0 GATOR BOLTS SPACED ` 1/ "0 GATOR BOLTS SPACED IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY 1) CONCRETE MASONRY UNITS SHALL BE ASTM C90--75, HOLLOW LOAD-BEARING CONCRETE PER SHEET # ADDITIONAL STUD WALL PE SHEET #' , ADDITIONAL FXPAN510NJ01Nr PIECE555LAO5AP MASONRY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH EXP. BOLTS WAY BE NEEDED PER EX . IBOL7S MAY BE NEEDED PER I XVWID Ar s ON ,THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS OF 2000 PS{ ( f m w 1500 PSI }. SHEAR WALL 'TABLE ON SHEET # 8 #4 RODS CON . SH AR WALL TABLE ON SHEET # g I GARAGE oaQ>z ARE USED. 4' CONC. SLAB W/5x6x1 O/10 W.W.F. I EPDXY'GROUT 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S. I 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON .THIS STUD WALL - .. s., ..,:__' ;.•r •••: • :=•. SHEET, 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SHALL BE GALVANIZED TRUSS-TYPE WITH - 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. _ ' I I 3) INSTALL COUPLERS, WASHERS 8c NUTS WHERE REQUIRED `I I � 6x6x10/10 W.W.F. I PER DETAIL "J" ON THIS SHEET AND PER MANUFACTURER'S WOAD FRAMING III- MIL. V.B. OVER CLEAN, I � - RECOMMENDATIONS. ELL COMPACTED TREATED FILL a` a :, ` ' I TURN DOWN SLfi� DETAIL AT GARAGE CONCRETE FOOTING 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER RITC AND TPI AND NATIONAL �f 'r*4 - ~ #4 RODS VERT. ON 48 b,C. & AT CORNERS. _ 4 DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. ` VERT. ROS SHALL_ BE HOOKED 6" INTO ( fi I I-I`I �y::: • 1 II I- I _ _ FOOTING Q BOTTOM AND 12" INTO SLAB N z 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: -- - (2)-#5 CONT. HOOKED BOT N DETAIL: T'YP. © TOP. OR HORIZ, REINFORCEMENT, USE �. 1 1 & TIED AT CORNERS SAWN LUMBER LAM. VENEER LUMBER :;1.. 9 a. HORIZ. JOINT REINFORCEMENT MIN, 18" (N.T,S.) Fb = 1120 PSI Fb = 2,600 PSI �I I I-- , L:. =I I I�I I I ON 16" O.C. (MAX.) I Fv - 90 PSI Fv 285 PSL '•,.: I I-III- I Fell 565. PS! E 1,900,000 PSI �k* - 48" ((MAX.) OR r.�n'L " ..,. .. III I f-20» Fc - 1,455 PSI _ - CONSIULT ENGINEER :s:+ . I I. . , E - 1,600,000 PSI I BLOCKING REq'D. TURN DOWN SLAB DETAIL I 3 ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS OSB OR BETTER, 20"(W)x 10"(HI) CONCRETE FOOTING I BETWEEN OUTRIGGERS SPAN RATED AS SHOWN ON THE DRAWINGS. ( ) REINFORCED Wt/(2)-#5 RODS CONT. EXCEPT GARAGE I 2X4 BLOCKING ® sHEATHwG JOINT 2x4 OUTF2IG�E> I 4" FROM GABLE END , ® 418" O:C. /---HURRICANE CL1P H-2.5 CONT. 2x4 SCAB FROM TOP T4 - 7/16" STRUCTURAL ROOF SHEATHING U-HANGER OR EQUAL 0 48" O.C. BOTTOM CHORD TO SERVE AS NAILER 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACTED WITH MASONRY, CONCRETE TYPICAL FOUN©ATIQN DETAI I 20 BARGE RAFTER CONT. FOR x-BRACING 0 8' O.C. �� PROVIDE CLIP FOR 400 Ibs. OR SOIL SHALL BE PRESSURE--TREATED. 6x6x10/10 W.W.F. x BOTTOM CHORD OF COMMON OF LATERAL SHEAR 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SHINGLE STRIP. TRUSSES ® 24" O.C. ea ere �_ BOTTOM CHORD OF GEIBLE APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM Hrod�p r sheat#9 true per sheet $ .�. J; °�• ,I I FASCIA 12d NAILS ® 8" O.C. o °°4 END TRUSS A 153-80. _ 4 •: . v. I I I -2x4 X-BRACING I ustsa,'s�cn•, 0 8'-�0" O.0 �- TOP CHORD OF GABLE END (3) 12d NAILS 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A,I,S.C. SPECIFICATIONS. seeaa "'{.,° II - (2)-#5 RODS CONT. I TRUSS DROP 3••-•1/2" DOUBLE To FASTENING SUBJECT TO MOISTURE SHALL BE HOT--DIPPED GALVANIZED TO ASTM A-153--80. I I I I' PcA r� - 2x4 SCAB CONT, TOP TO i 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. BOTTOM CHORD ® 8 ft. MAX. zo 9a. ed trup INTERIOR STEP DOWN DETAIL FROM GABLE I I OPENING -� twisted strap_ ' 8) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 nr+ous i _ _ _ __ _ _ ___ __ _ r� INSTEAD OF SYP #2. UDI I GO RT_2x.4�CAB_FR0I -T0"0 1 2x4 BLOCKING ® 48" O.C. BETWEE: j R-Bo�T; SOLE-T ATE-SWAL7r> e - - gorroM CHORD Q X-SRACING '°° I • _ CABLE END TRUSS AND FIRST (PROVIDE ADDITIONAL 2x4's AT _.- l-"� ANCHORED TO SLAB W/ 2x4 SCAB IF VERT VERTICAL IF WIGHER THAN 48" COMMON .TRUSS 2x4 S DS 1/2"0 GATOR BOLTS SPACED WEB IS NOT PRESENT 16C.C. PER SHEET # 8 ADDITIONAL « CONT. 2x4x8'#2 SYP. LATERAL " SCHEDULE "B" -- MISCELLANEOUS FASTENING SCHEDULE " I TO FORM AN 'L" SHAPE) BRACE ® �. �O.C. A 0GATQR BM-T EXP. BOLTS MAY BE NEEDED PER (3) 12d NAILS (TYP) I I N CONNECTION FASTENER NUMBER OR SPACING 6x6xl0/10 W.W.F. SHEAR WALL TABLE ON SHEET ATX BftACENG BOTTOM CHORD OF ISOMETRIC VIEW # GABLE END TRUSS (3) 12d NAILS TOP OR SOLE PLATE TO STUD, END NAIL 16d COMMON 2 L7Y1 q;3t,M pxor+", 5HC)WItdG LATERAL BRACE TO . STUD TO SOLE PLATE, TOE NAIL 8d COMMON 4 HOLDDOwrt ° (2)-2%4 TOP PLATE GABLE END TRUSS DOUBLE STUDS, FACE NAIL 10d COMMON 24" O.C. ¢ n .:; .4 --PLATFORM FRAMING- (N)STH1J14 4 +' NOTE: CONT. 2x4x8 #2 SYP CN.T.SJ DOUBLE TOP PLATES, FACE NAIL 1Od COMMON 16" O.C. b;;.. T-- LATERAL BRACE ® "O.C, 2x4 STUDS 18" O.C. " NOLDnpP�3 4 , _,:.•, .. UNBRACED LENGTH OF X-BRACING MAY Z4 TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2--16d OR 3-10d COMMON I y ° ... .. , +_••,'• -III` NOT EXCEED 10 ft.. IF LENGTH DOES „ "SI SnN- 2x4 BLOCKING CD 48' O.C. CONTINUOUS HEADER, TWO PIECES 16d COMMON 16 O,C. ALONG FA. EDGE mP CONCRETE SLAE+ - EXCEED 10 ft., ADDITIONAL SCAB 1S REQ-0. BETWEEN GABLE & FIRST TRUSS MISCELLANEOUS. DETAILS CAD FILE -111-- (2)--#5 RODS CONT. PLYWOOD & PARTICLE - _ � -� '' $'"s � �" � 20 - -�` � PROVIDE A MIN. 400 lbs OF SHEAR. n i ROOF -- 7/16" OR GREATER 8d COMMON 6" O.C, EDGES & :• :. n Q s" O.C, INTERMEDIATE r' s' y 7 INT RIOR T I PLATFORM FRAMII�i D Aw ;,.. H CIE-N SLAB DETAIL G H �}�(.f�tJ�rL � AGH , �L• R LNG -o _ .. ..... �.•... .�._ _._ BLE END C' WALL - 7/16" OR GREATER 8d COMMON 6" O.C. EDGES &� Detail "B", Jamb strapping GADRAWN BY: APPROVED BY: 12" O.C. INTERMEDIATE PP 9 Detail "G" Jamb strapping (N.T,S.> FLOOR 3 4" T&G PLYWOOD 8d COMMON 6" O.C. EDGES & top & BOtt° C� to & .Boit. MISC. FOUNDATION DETAILS G APPROVED sY: LJC Lem . j'aSr SHEET NO. OK 51cl; SHEAR. WALL -f'A6L1�,5 12 O.C. INTERMEDIATE - p .yr �d�o�,Q en oa f3C•va. DAM !(0� Q k k D fr 5ki6rT:. #$ .. f;IP�.T.S.)) - _ AS NETTED C3zzsT 711(9r'oZ � or SCALE: I t4 1`12, 1,aU v1ll� Ii 0 tio 0 nen c:4-j -o C) N C\l to o 5 0 1 C) :D < GENERAL GON5TRUCTION NOTES: C�s 1. NO TOWEL 13AR'S OR TF HOLDERS 2. NO FANELEP WAINSCOT o 5. POOK TO LAUNDRY TO 5E FLUSH FOR CAT POOR INSTALLATION < C) 4. SPACE TO RIGHT OF REFRIGERATOR OMEN FOIA 13ArER'S RACK STORAGE < u Q) CN 54'-0" '-41/2" 6'-6" 6-6' 7-6" io.. 3'-111/2" 16-71/2"- All C� KNEE WALL ASTER i3ATH oz AT 36"AFF oz 9'-3"x 64' 07 DATH < 7 4" 0 QLULL UNPRY Lu 5�-_11j" 7-(3 CLOSET 4'-5" C:), L 5�- U UN DRY ��4 0 7� 3'- 1/2" FT-10' 3-61/2 13ACK5AVER HGI, CENTER 15 KNEE x 5PACEAT32"AFF cob) 190 A L WINPOW SCHEDULE 4'-0' -------------------- 64-1 9 51 �li, \g 0 'EAVE ROOM FOR NUMBER Try SIZE DESCRIPTION I GARAGEC\l "BAKER'S RACK" WO'I 7 3060 SINGLE 21'-2"x 204" W02 4040 FIFIXEDG-LASE- 5- :56 - 511 GL-/-\5KITCHEN'--513L0CK LA FIXED GLAG'---� FIXED 55 -9rl MASTER FORM W03 vo----) F?030 —(7L-141 H�IAE 5PIArE —2 W04 1 4020 LEF C SLIDING MARK 50 HORIZONTAL SUPER (MLONIAL WHITE) 19-11"x ll'-7" ' W05 1 5050 SINGLE HUNG ~ MARK 50 - WHITE n 0 POOR SCHEPULE - - - - -76 _ orI - NUMBER NUMEEPOT Pol 1 16070 15/4 STEEL PANELS WITH GLASS PA 9 - -- 1 2568 15 - LITE FRENCH - STEEL _up-/ 1 2�568 1 M3 INTERIOR 6 - PANEL. 17-6112" cq D04 1 546,5 MULLEO'UNIT 3065 -STEEL 6-PtMEL W/12" GLI�55 13LOCK EACH SIPS FOYER 9 v 12 5�-()1/2" Z-4" 5.-5..x 7-11" POxRCH It 5'-3" 7-9" P05 2868 POCKET 15/8 6 - PANEL INTERIOR, POCKET 5'-5 1/2" pay 1Z-0" P06 1 2-0-65--' POCKET 5/15 6 - PANEL INTERIOR' FOCKEJ u- P07 'I 2668---DIFOLP 15/8) PANELED 131FOLD FZ --------- 2'-31/2 �-5 1/2N D08 1 2,56b HINGED I 5/a INTERIOR FLUSH - MR CAT POOR — �o < 0019 1 -056-8- F057 - E 9--ET 15/5 INTERIOR 6 - PANEL- 12"GLA55 DLOCK Polo 1 2868 EXT. 15/4 6 - PANEL STEEL - [DOODLE DO R E. 0U-r5l[)E 5TORAGE (s) P'll 2 2068 1 3/8 INTERIOR 6 - PANEL- P12 I 2868 EXT. 13/4 6 - PANEL STEEL WING T 3/6 FERIOR,6 - PANEL_ ----.— 17-6 x 16-7 LANA] LIVING AREA o 1206 5a f t DINING PATE: JULY 17, 2002 11'-5"x 104" -7 C� 9'-1" 3'-01/2" 2'-4" 5'-71/2" 17-10 1/2" 9'-6 1/2" 2--7" SHEET d X O cq cq 2 2 � 1: N N U " m m r O a Ln < N N m � z � ,. N C m Cfl < _ 4� < o C) MASTER P' T -- r _ a5Ero � W � _ _ PATCH 42"OPEN Cl �` _ � � m CN � / -- _.._ r �),dl ___ ___ __- ._ _ 5 FORAGE / HANDRAIL iTLE-r � t 1 � � A�2"KPJEEWALLi i � LAUNDRY / ___— � STUDY DEDROOM CLOSET J — — ._: \ U -O m Cr ,� I / CL05ET TV .-.._.. oz LEAVE ROOM FOR f GARAGE I -'I / O "6AKFR'5 RACK" J-r— _ LOFT X12 ABOVE KITCHEN HALL -_---7 - - O i (3ALANGE OF I / MASTER BDRM / SECOND FLOOR t � S _ ) o $ 20'A Dz DEPROOM ss Li - UP FOYER POKCH INSTALL_ DUILDER SUPPLIED FANS IN FRONT F3EDROOM AND LOFT Cs WP I r OUT5I0E STORAGE 3n1 Ws -- _ 1 77 WP LIvING LIVING AREA LA ]/ �- NAP G � � CAP OUTLET /J �/ IN� AREA 726 5a fe z OZ o < o � � ao ,` 1206 5q Fr o (IDIMNG _ T, C�\ CAP ouTLET5 oC ) WP — N - 1 li 1 v l ti_/ J DATE: JULY 17, 2002 w w w z o m SHEET c� x 3 FRONT RIGHT FEE] r o a � N CV _ m c� U - - - = W I r I :1EILL] w HH-`H 6 LLIJ .11-11 AU UIH � w 0 0 - �- cN . = o REAR' LEFT - �- _ w fr - ,,AHH - o -- �► � - DATE: JULY 17, 2002 u� w w _ t- __ �� -- SHEET