The URL can be used to link to this page

PARADISE LANE 770 (2) A00I &Mal n IrIIIII'% i du %1,10/ C�,, "S-W 91- -1 UJA .?- Kai Jacksonville Beach, Florl* da CID fN .. ......... . ........ --------- CD d X C N 13 E T mes jo - (a cl) A? =3 ,E: a 0 14 LL .1 330- > %JW j, 0. IL Li I I I AP Aft OL IF I I 00 too 0 VWm Uil Me- wal JOB NO. 04-Bl-0047 Abaco Key SHEET TiTLE SHEET COVER SHEET AO.0 L 'q �jo r Al E as- GENERAL NOTES 4D ABBREVIATIONS SHEET INDEX URG-2 - .- A.D. ANCHOR BOLT FAS FASTEN(ER) PAR PARALLEL I. All work performed shall comply with all applicable L=l and State Building codes, 5. SIDING&ROOFING ABV ABOVE F,8. FACEBSICK P.13D. PARTICLE BOARD Ordinances,and Regulations and all other authorities having Jurisdiction. anufacturar's A A(C, AIR CONDITIONING FIB-O. FURNISHED 13YOTHEHS P PG.CONG. PRLCASTCONCRETE A. Vapor Barrier&hall be applied on all eKtarior walls, InstaA as per m ACC ACCESS F.D. FLOOR OM114 P.E. PORCELAIN ENAMEL raquirorrients, AC.T. ACOUSTICAL TILE(CLG) r.E. FIRE ExTiNGuL&HLA PED PEDESTAL(SINK) ARCHITECTURAL ArF ABOVE FINISH FLOM F.F. FINISH FLOOR(LINLI PERI PERIMETER 2. Minimum Design Loads: A.D, AREADRAIN F.G. FIXED GLASS PKG PARKING B. Install#15(min,)felt under all shingles. ADD ADDENDUM FGL FIBERGLASS PL PLATE(HEIGHT) FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH PJAM. PLASTIC LAMINATE AO.0 COVERSHEET 10 P.S.F.Dead Load C, Nails only to be used for roof shingle attachment. ADJ ADJUSIABLE PLO FLASHING PLAS PLASTER No staples allowed. AGO AGGREGATE FLR FLOORING) PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND ROO F: 40 P.S.F.Live Load A.H.U. AIR HANDLING UNIT FLUB FLORESCENT(LIGHT) PNT PAINT(ED) 10 P,S.F.Dead Load D. Flash ail roof to wag condition AL ABOVE LANDwG FN FENCE PR PAIR IOF) GENERAL NOTES ALT ALTERNAM FND FOUNDATION PREFAB PREFABRICATE[) -at Building codes and conMons,Refer to Structural E. Gutters to be 5'(min.).27 gauge aluminum with baked enamel finish. Dowrispovt to be 4' A.P. ACCESS PANEL I'll FIREPROOF Verify dosign loads with lor ALUM ALUMINUM F.O. FACE OF PSF POUNDS PER SOUARF FOOT Engineering for all structural details.specifications,and Wes, .20 gauge aluminum with baked enartial finish. PSI POUNDS PER WVARF-INCH APX APPROXIMATE FPIIH FIRE PROOF HOSE BIDS, PTN PARTITIDNI 0 a: ARCH. ARCHITECT(URAL) FPL FIREPLACE P,T- PRESSURE TREATED(WOOD) LAYOUTS I ASPH ASPHALT FR FRAME(D)JING) PV PAVE(D)Oft PAVING L 3. CONCRETE 6, INSULATION A.T. ASPHALTTIUS FS FULLSIZE PVC POLYVINYL CHLORIDE(PIPE) AUTO. AUTOMATIC FTO FOOTING PVMT PAVEMENT AVG AVERAGE FUR FURREDJING) PWO PLYWOOD A, Foundation typos and designs may vary with the Individual pertinent soils cond*ns on A. Provide R-1 I (Min.)batt Insulation In all exterior walls and R-1 9(minimum)blown insulation A2.0 FOUNDATION PLAN each lot, The Architect does not warrant or guarantee this budding dessign In locations (or batt and blown Insulation)In all ceilings or rafters a4jacerd to the exterior or to unheated WO 3V WIDE BASE CAII GA GAUGE Q.T. QUARRYTILE A2.1 MAIN FLOOR PLAN where Inadequate soils or landfill occurrences require special or additional dosign for spaces,plus R-19 at exposed flours. All insulation to imeat HUD minimum property specs. B BID BOARD GS. GYPSUM(WALL)BOARD 0 structure or gas mitigation due to those occiirranoos, R-1 1 batts at fireplace chase walls and under fliteplace iunit. BF 21-FOLD(DOOR) GC. GENERALCONTHACTOR R RISER(ON STAIRS) A2.2 SECOND FLOOR PLAN 14 BIT, BITUMINOUS GD GRADEORGRAOING R RIA RETURN AIR Lit a ULK0 BLOCKING G-0,0. GARAGEDOOROPENER R.B, RUBBERBASS BLDQ BUILDING GFI GROUND FAULT INTERRUPTER RAD RADIUS A2.3 ROOF PLAN BLK BLOCK(Cmus) CIL GLASS OR GLA7JNG B13L RUBBLE 10 B, All design,revisions.engineering,Installatlon and liability of soil oor-KWons,gas mitigaVon BLKG BLOCKING GLOK, CLASS BLOCK R.D. ROOF DRAIN A2.4 FRONT& RIGHT ELEVATIONS =6 and structural designs due to Inadoclucito soils or landfill occurenm shall be the BM BEAM at, GALVANIZED IRON REFR REFRr�EFIATOR responsibility of the'Builder-Devolopor'or Ws subcontractors Involved with the dosign and 7, DRYWALL BAt BENCH MARK GT GROUT RE0 REOUIRED A2.5 REAR & LEFT ELEVATIONS Installation of such;and the Architect shall not be hold liable or responsible for their SP al-PASS(DOOR) RES RESILIENT implamentaton& A. All walls to have 112'gypsum and all ceiling to hava 518�'gypsum or 1/2'cellirg board un" URO HEARING 42*H 4Z HIGH(WALL) REV REVISION(S),HEVISED A2.6 INTERIOR ELEVATIONS BRK BRICK H H13 HOSE BIBS REINF REWFORCED(ING) noted otherwise. B.S. BOTH SIDES H.G. HOLLOW CORE RFG ROOFING B-SMT BASEMENT HO HEAD OR HARD RAQ� REINFORCEQJUNCTK)N BOX ELECTRICAL B� Use water resistant gypsum board for oxposed walls and coding at shower and tub wag BTM OR 130T BOTTOM HD. HEAT DETECTOR ORHEAVY DUTY C. Contractor shall be responsible for Size,location and installation of revised stool reinforcing areas receiving fiberglass enclosure. BTWN1 BETWEEN RLG RALNG, per local codas or spocific soil conditions,whichever Is more restrictive. BVL BEVELED HOR HEADER R&M RANGE W1 MICROWAVE Hold HARDWARE RM ROOM B.W. BOTH WAYS HGT HEIGHT R.O. ROUGHOPENWG E1.1 MAIN FLOOR ELECTRICAL PLAN HM. HOLLOWNIETAL R.O.W. HIGHTOFWAY 8. INTERIOR TRIM AND FINISHES toberatectedbycontractor. CAD CABNET HORZ HORIZONTAL R&S RODANDSHELF(S) E11-2 SECOND FLOOR ELECTRICAL PLAN D. Soil test must be approved by Goo technical Engineer priQrlo focW9 pour. C C.B. CATCH aASIN M HOUR I U) OEM CEMENT H.R. HALF ROUND[WINDOM 30 SOLID CORE(QUOR) .60 9. DOORS&WINDOWS CER CERAMIC DETAILS 'ON19 HS HORIZONTAL SLIDER S SCH SCHEDULE OF CUBIC FOOT HTO HEATING SD SMOKE DETECTOR E. All concrete footings are designed to boat on minimum soil pressuio of 3000 p,s.f.and CHAM CHAMFER HVAC HEATINGNENTLATINGAIR COND. 2 shall be placed on firm.undisturbed sell X-G'minimum below grade. Coritractorto A� All patio doors-operable leaf inside. C,L CAST IRON HWD HARDWOOD(FLOORS) SEO SECTION -51 reinforce concrete footings and pouted concrete walfs as required for specific soil conclitions. S,F. SQUAREFEET a)1-1 CJ,P-CONG. CAST-W-PLACF CONC. SF.GL. SAFETYGUSS ADA FOUNDATION & WALL SECTIONS 7 or local codes,whichever,Is more resbi(*. e. B. Door and Window Infiltration shall be in accordance with ocal ordinance and sh-all rneet 0 In CIRCLE I.S. IRONING130ARD fj t-- CIRO CIRCUMFERENCE S.G.D. SLIDING GLASS DOOR MCI performance standards ANSIIAAMA 101-88 for metal viindows QH-C40 forvinylwindows I.D. INSIDE DIAMETER SH SINGLE HUNG 08 5HELF(VWG) AD.2 ROOF SECTIONS and the CRF shall not be less than 55. C4. CONI ROLJONT OR CONSTRUGTION JOINT I-LO. IN LIEU OF SHT (DRAWING)SHEET CK CALXtING)CAUU((ING) ]A INSULATED METAL SHTHO SHEATHING AD-3 MISC DETAILS F, All concrete shall allain a 28 day compressive strength of 3,000 p.s.l. CL CLOSET OR CENTER L�NR INS OR WSUL INSULATED(TION) CLG CEILING s" SIMILAR INT INTERIOR SKL SKYLIGHT AD-4 MISC DETAILS CLR CLEAR(ANCE) = 0 SL SIDELIGHT OR SLEEVE 0= 0. Provide insulating double glazing at all exterior glass atreas and tempered glass In am sliding CLS CLOSURE On CLOSER(000R) JST JOIST(FLOOR OR ROOF) SNT SEALANT Q.a. G. Provide minimum 4*concrete cover at under slab utiiity locations. When concrete glass doots and in windows as per local codes. CM CENTILEM-R(S) encasement of utility lines Is required,Increase slab thickness at the utility line. Install CMU CONCRETE MASONRYUNIT JT JOINT SPO SPArER AD-5 MISC DETAILS utilities lines well below dab. SPEC SPECIFICATIONS C.O. CASEO OPENWOP KD KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKER(S) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all Sides of COL COLUMN K KIT KITCHEN S-ST. STAINLESSSTEEL H. Provide Isolation joint Material(asphall linprognatod)between fou openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT SM STANDARD nd4on walls and all slabs CONG CONCRETE KPL KICKPLATE(ON DOORI STU OR STO STORAGE inchiding patio, porch and sidewalks, CONO (AC)CONDENSER KIS KNEE SPACE STL STEEL CON5T CONSTRUCTION 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM, LAMINATE(D) STR SIRUOTURAL CONTH CONTRACTOR LAV LAVATORY(SINK) 50 SQUARE ,ontrol joint$where Indicated on the toundation plairiss. . SUS SUSPENDED 1, Provide ffZIp Strip'or tooled L COAR CORRUGATED L 1-8-0. LOCATION BY OTHERS SW- SHEAR WALL A. All elecrtriGaf and plumbing requiiomonts shal]comply with local building ardos. All outdoor, CPR COPPER LIV LIVING bathroom and garage wall receptacles shall be provided with ground(auk circuit prolection. C OR CPT CARPET L-L, LIVE LOAD T TREAD(AT STAIRS)03 TILE DIMENSION NOTE 4. FRAMING Service panels to be(min,)20 circuit,too amp,110 volt CRs COURSE(S) L.P. LAMINATED PLASTiO T T.B. TOWEAGAR CSMT CASEMENT LT LIGHT T.B.D. TO BE DETERMINED C,ST. CASTSTONF L.T, LAUNDRYTUO TO TERRA GOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A, Laminated veneer lumber(LVL)uhalf provide the design values equal to or exceeding the C,T. CERAMICTILE LTL LINTEL T.G.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryof vent(taped-no scraws)to OTR CENTER OR COUNTER LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. OX CONNEXTION LVR LOUVER T&O TONGUE&GROOVE 2800 psi In Banding�Fb CY CUBIC YAR13 TEL TELEPHONE MAX MAXIMUM THRI THRESHOLD 2,000,000 psi In Modulus of Elasticity,E finish grade. D DRYER,OR DRAIN IAAS MASONRY DBL DOUBLE MATL MATERIAL T.O.C. TOP OF CONCRETE T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have anallowable bending DECO DECORATIVE M METEHtS) THK THICKLINIESS) 285 psi In HoHzontW$hear,Fv C. All sewer arid water�,Ieavas to be depth and separation as per local code below adjacent D IZ'D 12'DUP M A/C MEDICINECASINET T.O.M. TOP OF MASONRY F ctress+8 75 p-s 1,(1000 psi repetitive)or better. D. Provide main sGwor clean-cut within 5'-0'inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MEGH MECHANICAL T.O.W. TOP OF WINDOW othetwise. DEP DEPRESSED LIFR. MANUFACTURER THORTFIN TRANSOM(WINDOW) DET DETAIL MH MANHOLE 0, Unless otherwise noted,provided; E. In all buildings a continuous conduit shall be Installed from the water motor to an exterior MIF, DRINKN.GFOUNI-AiN MIN MINIMUM TP TOILET PAPER HOLDER VARIES e remote water motor Foadar at a location to be approved by the Water Department, The DH DOUBLE HUNG TV TELEVISION OUTLET On LOCAYJOl,4 MIR MIRROR TYP TYPICAL A. All trusses sh-ag be socutely biaced both during election and after pomianont installation,in conduit shall be capable of accepting a low voltage Minimum 2 condUctoor cable-supplied VLAM DIAMETER MISO MISCELLANEOUS a building in accordanco with commentary and recommendations as published by the Truss and Installed by the electrical contractor.The cable shall be copper and a minimum#18. DIM DIMENSION MLD MoULuiN(% UO UNDEFICUT(DOOR) Plate Institute, The water department shall make the connections. D.L. DEADLOAD MM MILLIMETER U UNF UNFINISHED DN DOWN(STAIRS) MM3 MEMBRANE U.N.O. UNLESS NOTED OTHERwise DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING )A.D. MASONRYOPENING Oil DOOR MOD MODULAR VB VANITY BABE UNIT OR FACE OF&MSONRY UNIT TO FACE OF STUD. 2. Y4"high density T&G?Plywood subfloor lued and nailed. Panel span rating shall ba APA DRY DRYER MACHINE M13D MARBLE V V.CL VAPOR FkWER 24/32, Exposuio 1,with sealed edge$. Fni stall per manufacturers'�padng and edge DS DOWNSPOUT MTL METAL VB36 3r WIDE VANITY BASE recommendations. F. Water service shall be 1*minimum from each exterior s;hut off valve, DIS DRAWER STACK(CABINET) MT MOUNTED(ING) VERT VERTICAL D.T. DPAINTILE MUI.L MULLION OR UIULLED VIN (SHEET)VINYL DTL DETAIL NA NOTAPPLICAELE V.S. VEGTABLES4NK e" 3. Y4'undwlaymenl(minirrium)under vinyl or lite on wood framo floor SYSIOMS. 0. All shower head heights to be 80'AFF at fiberglaGs sh�oworss and 84'ArF at ceramic DW DISHWASHER V.T. VINYL TILE U) showers. DWO DRAWING N N-I-C, NOTINCONTRACT IULJ DWA DRAWER NL NAILABLE W3630, 38'W X 30'H WALL CAS ir NOM NOMINAL -t 4. Min! high density O.S.B,wood roof sheathing with't-l'clips,APA panel span rating shall EA EACH N.T.3, NOT TO SCALE W W WIDE OR WASHING MACHINE > YWO WC WATER CLO$ET be 24/0,exposure i.with sealed edges.Install per manufactuvol spacing and edge E ES EYEBROW tFLAT ARCHI N-G-V�D, NAT.GEODETIC VERTICALUATOM E.F. EACH FACE IND WOOD rucQmmondations, IMPORTANT NOTE: E.J. EXPANSIONJOINIT OA OVERALL WF WIDE FLANGE(STEMBEAM) 0 OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O'C. ON CENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated w4h wood chords arid wood webs In accordance whn ELEG ELEGTHIC(AL) O-CAO. OVERHEAD CASWET W1 WROUGHT RON designs prepared under the supervision of a registored pmfossional engineer. ENGINEERING WILL SUPERGE DE ALL NOTES, E.P. FLECTRICALPANEL 0,0, OUTSIDEDIAMFTEn WIG WALK-INCUDSET EO EQUAL O-G-D, OVERHFADGARAGEPOOB WIN WINDOW REFERENCES & CALLOUTS ON THE ARCHITECTUR]AL EST ESTIMATE OH OVERHEAD W/W10 WITHORWITHOUT PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & E.W.C. ELECTRIC WATER COCUR OPNG OPENING WP WATERPROOFUNG) EXG EXISTIN43 OPT OPTIONAL. W.R. WATER RESISTANT F. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to budder for CLARIFY CONFLICTING INFORMATION. EXH E)afAUST OSS ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOA WSOT WAINSCOT W.T�W. WALL TO WALL ATTIC VENT F% Mlny,, exterior grade plywood of O,9B wood sheathing behind all masonry veneer,dryvA WWM WELDEDWIREMESH panails and codat siding,See elevations tot locations. CALCULATION G. Pcessuro treated lumber to be used where wood Is in contact with concrete and for 2x4 mud SYMBOLS sill. H. Exterior dock construction shall be with pressure treated lumber with dimero)ons as Indicated on the plans, EARTH PLYWOOD FORMULA: ELEVATION KEY OR SECTION KEY I SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER SAND OR GRAVEL FILL INSULATiNG SHEATHING *144 SQ, IN. = I SO. FT. BLDG. CEILING (SF)X 144 = BLDG (SQ. K) WOOD STUD PARTITION BATT INSULATION BLDG, (SQ, IN.)/300 t SQ. IN. OF VENT REQU I RED .9 am DETAIL NUMBER OR SECTION KEY SQ. IN. OF VENT REGUIRED/2=50%AT RIDGE &50%AT FAVES SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 RIGID INSULATION UNLESS OTHERWISE NOTED BRICK E WATER CLOSET ANGLE AREA TABULATION Ila cfl CONCRETEBLOCK U a CENTERLINE MAIN FLOOR PLAN 1232 SQ-FT, Oft ONCFIETE TUB/SliOWER HB SECOND FLOOR PLAN 713 SQ.FT. '4� i1a: HOSE BIBB(FREEZE PROOF) Cq -J CO Li. ST-ONE GAS LINE STUB TOTAL A/C AREA 1945 SQ.FT. LAVATORY STEEL 0 FRONTPORCH 186 SQ.FT. PENNY d U.0. DIMENSIONAL LUMBER DOUBLE SINK LANAI 101 SQ.FT. PERPENDICULAR BLOCKING PATIO 80 SQ.FT. r,NO. 04-BI-0047 PLATE GARAGE 469 SQ.FT. Pt SINGLE SINK Abaco Key ROUND OR DIAMET'ER FINISH GRADE WOOD TOTALAREA 2781 SQ.FT. SHEET TITLE SHEET GENERALNOTES Al . 1 ............ . ..... r MAIN FLOOR NOTES (NOTE-FLOOR] 1- WINDOW GRILLS ARESTANDARD IN FRONT AND SIDE ELEVATIONS AND BEAR ELEVATION TO BE CLEAR GLASS. 2. ALL UNDIMENSiONED PARTITIONS ARE 3 112n ROUGH. Y2 3. ALL ANGLED PARTITIONS ARE 45 W-B" w-lul DEGREES UNLESS OTHERWISE NOTED. Ck 9 9 4. PROVIDE MINIMUM 2-2xi 2's w/112" LL -TERIOR PLYWOOD FLITCH PLATE AT ALL EX WALL OPENINGS AND INTERIOR BEARING all WALL OPENINGS UNLESS OTHERWISE NOTED. 5, 3-20's MIN,AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/CR SOLID BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED, tu U) pj'x4B GLS ELK 3060 SH 3060 SH 0 7, ALL TRUSSES TO BEAR ON EXTERIOR iL 'V9D4 Aff 90"AFF 90*AFF WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. m 8. TRUSS MFG.TO SIZE MEMBERS,FASTENERS, um HANQERS& SET SPACING FOR ALL fa TRUSSES. in PATIO V) u 51-w 71-7-8 IF s 9 WINDOW SUPPLIER TO VERIFY AT LEAST Z ONE WINDOW IN ALL BED ROOMS TO HAVE 4 w 0 A CLEAR EGRESS OPENING OF 6.7 SQ. FT. gix- - -11) WITH MIN. DIMENSION OF 24" IN HEIGHT AND S BE SIZED BY SUPERINTENOW 20" IN WIDTH; SILL HEIGHT NOT GREATER Ca 2668 THAN 44"ABOVE FLOOR, KNE al 91 PKT MASTER SUITE 10. BALLOON FRAME ALL EXT ERIOR WALLS 41 x 9�0" 91-011 CLG. (ABOVE 8--1-)TO UNDERSIDE OF ROOF ;? IY-011 SHEATHING -PROVIDE FIRE STOPPING �,4 D/3 Dis 2668 EVERY 8'-O"VERTiCALLY IN WALLS> 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH-THAT A 4'SPNERE CANNOT LANAI PASS BETWEEN BALUSTERS, R/S 9'-0"CLG. 12, ALL ELECTRICAL AND MECHANICAL 3060 SH 0 121-81,x F-011 EQUIPMENT&METERS ARE SUBJECT TO '-6 wl RELOCATION DUE TO FIELD CONDITIONS; ca 91-01, CLG. CONTRACTOR TO VERIFY. V-V x 51-V 13, FOR ADDITIONAL NOTES SEE GENERAL 5, 2668 R a LL PKT NOTES ON TITLE SHEET& DETAILS, 2668 PICAL WINDOW HEAD HEI(�HT$HALL BE SECOND FLOOR (2)26681-L -77 wl 12'TRANSOM 21 84"ABOVE FINISH FLOOR(U.N,O.). 5 WINDOW MANUFACTURER TO TEMPER ALL OHC V:IINDOWS 2'WITHIN DOORS,OVER TUB vb 39"Rii. -DI-W- HOWERS 7 WINDOWS WITHIN 18"OF THE SPACE "C-—ON-D—EN-S-E-R- FINISHED FLOOR, 2030 Sti oo 364 GAS F/P Wr At-r U SINKw WALL TILI DISPOSAL w/15"BAR 91.011 CtG. TOP 714,x Y-90 n- 2660 PKT KITCHEN 91-017 CLG. Cf) LIVING ROOM 13V X IT-10 9'-V'CLG. r------T--------- 2 x ftl PMGE wl 194'X IV-110 MICRO HOOD s CA 2060 Ln 2030 SH 0 90'Aff 86a L OHC OHC KT 3060 SH Ca 900 AFf Nr m 260 - --------- 2668 FOYER - -------------- 91.061 CLG. - ------- 10'COLUMN TO CEILING Ln 3G60 sli 90"AFf 3106B W1(2)10'SL DINING ROOM 91-01,CLG' 3060 SH 0 ri 900 AFF GARAGE 3060 w 0 3060 SH @ 91-01,CLG. 900 AFF 9 DO AFF 19'-94 X 22!-g;' FRONTPORCH 91.0;1 CLG' IV-811 X 71-011 L----------- ----------- ------ IA SECOND FLOOR '4 4 0 4a 4" 2 6 2 6 16,x 71 O'KID, '44 Aj 45 a 4 0 4 . -, I I . A J Aj 'd .. 4 4 C21 4, 4,g. Aq . .1 4 4, 0s 4 -.4 10 4-A' . . .. , 41 ' ' I �' .0 . 14 " 4 AREA TABULATION '�R J0. -j 0 :' 4 "' , - 4 4 MAIN FLOOR PLAN 1232 SQ.FT. 4',W 4*-U' :11-44 4,40 SECOND FLOOR PLAN 713 SQ-FT. 204' 4 NOTEm. ALL D 'Ow4k 0 0 . TOTAL A/C AREA 1945 SQ.FT— FRONT PO'RCH 186 SQ.FTl JOB NO. 04-131''0047 LANAI 101 SQ.FT Abaco Key HAVE 4m" l 2 " . RETURN u-dus Laft PATIO 80 SQ.FT 704 SHEET TITLE SHEET I "ft n film Li GARAGE 469 SQ.FT'. FrOming p %^ .- I Owl al I MAIN FLOOR PI-AN SCALE: SCA LE: 1/4"-=l'-0" TOTALAREA 2781 SQ.FT. A2. I.; 6 A Ll I I L 26� l 68 4 1 "1 1� L—-- p ILI 060 Zee- .... ....... MAIN FLOOR NOTES r [NOTE_FLOORI 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR a A ELEVATION TO BE CLEAR GLASS, 2. ALL UNDIMENSIONED PARTITIONS JM %; ARE 3 1/2"ROUGH. rL-- 3, ALL ANGLED PARTITIONS ARE 45 ig i DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2xl 2's w/1/2" PLYWOOD FLITCH PLATE AT ALL EXTERIOR k WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-20's MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOAD$ SHALL BE TRANSFERRED TO FOUNDATION VIA BEAMS, POSTS AND/OR SOLID 9 BLOCKING, G. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. co 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. L w B. TRUSS MFG.TO SIZE MEMBERS,FASTENERS, V e 6'-4- HANGERS&SET SPACING FOR ALL TRUSSES, 9. WINDOW SUPPLtER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE Ir I A CLEAR EGRESS OPENING OF 5.7 SQ,FT. WITH MIN. DIMENSION OF 24"IN HEIGHT AND be 20" INWIDTH; SILL HEIGHT NOT GREATER THAN 44"ABOVE FLOOR, 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8-1")TO UNDERSIDE OF ROOF C) SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-O"VERTICALLY IN WALLS>&-l". 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCHTHAT A 4"SPHERE CANNOT PASS BETWEEN BALUSTERS. 12, ALL ELECTRICAL AND MECHANICAL EQUIPMENT&METERS ARE SUBJECT TO D 91-01,CLG. RELOCATION DUE TO FIELD CONDITIONS; CONTRACTOR TO VERIFY. 13. FOR ADDITIONAL NOTES SEE GENERAL > N S ON TITLE SHEET& DETAILS, GUAPI)ML 0 42"A.F.F. 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE 'c' LOFT �s 90-011 CLG. 84"ABOVE FINISH FLOOR (U.N.O.), r- 2 rq 9 co 131-31,x lt-3u 15. WINDOW MANUFACTURER TO TEMPER ALL a- co j2-8 ;3 WINDOWS 2'WITHIN DOORS,OVER TUB& SHOWERS 7 WINDOWS WITHIN I 8w OF THE FINISHED FLOOR, 0 4; I id 4 STUDY 3050 SH 0 84"AFF 9'-0"CLG. U-04 x 141-61 %J64F 17 f 3050 SH 00 VN 84"AFF Ll zo t: D13 m M 91-01,CLGill 21 PH, BAT 71 Idol& 51-91 x IF- uj 3050 SH 0 BEDROOM 2 1-8" 7'-OY2' 84"AfF 91-W CLG. r" e— io!-W x T-211 208 Ll PKT. BEDROOM 3 FVS 9'-0"CLG. IV-01 x 91-104 it W-O'WALLHEIGHT 11 Nj �2X 6 30so SH 3050 SH @ 84"Aff 41-V Wit 3W —.0 '2 A 4'-V e-- dt rl z Ilia 0 0 N RIN co u. AREA TABULATION co 2 MAIN FLOOR PLAN 1232 SQ.FT. Nu'oo'4"' TE .m ALL DOORS Tu'o"h' SECOND FLOOR PLAN 713 SQ.FT. TOTAL A/C AREA 1945 SQ.FT- JOB NO. 04-DI-0047 BLOW FRONTPORCH 186 SQ-FT AbacoKey HAVE 4mal/2 " RETURN Aft Ca& 0 A LANAI 101 SQ.FT wluft i ng'Eaks vial"" PATIO SHEET TITLE SHEET Fr.M 11 Flut-H, Plat] 80 SQ.FT. MAIN FLOOR PLAN SCALE: 1/4"=V-0" SCALE: - OARAGE 469 SQ.FT. A2.2 TOTALAREA 2781 SQ.FT- L r -a A A 2 L Li 0 PT4 V) E'4 Q 0 LL_ > a] CL a. Eli RA Map .141 RIDGE W Wim V) CQ 8�01121 CRICKET Lu s L Lo" 8-�l_2 9 ci; 4 4 'd %LM 4. u 4q 4 .4 C9 C4 0 JOB NO. 04-BI-0047 K MooAbaco Key f SHEET TITLE SHEET SCALE: 1/4"=l'-0" ROOF LAYOUT A2.3 L 770 filltah". 11alm— r EXTERIOR .2 ELEVATION NOTES [NOTE-EXTELEV) 1. GRADE CONDITIONS MAY VARY FOR 5,� INDIVIDUAL SITE FROM THAT SHOWN. T �20 , -i BUILDER SHALL VERIFY AND COORDINATE Fit PER ACTUAL SITE CONDITIONS. 2, PROVIDE ROOF AND SOFFIT VENTS AS a X REWRED BY CODE AND MANUFACTURERS SPECIFICATIONS, SHAKE 3 Cb 9 Lu 03 91-11181, p 4" FRIEZE(TYP) 0 as BOARD AND BATTON L) 1. J..1. f 0'-0" FIN. FLR, lie _2�-j V4!PLT. METAL ACCENT ROOF (-R � LAP SIDING I?BEAM(TYP) IWCOLUMN(TYP) 4"TRIM(TYP) 00 ku WBANDING 3 V-00 FIN. FL GRADF Fr nt Eleva if SCALE: 1/4"=11-013 1-11/81, PLT- 0'-0" FIN.FLR. 2 '-1118"PLT. z LAP SIDING 10"COLUMN 4"TRIM(TYP) U. Cl B"BAND(TYP A--0-FIN. GRADE 4P PATIO SIAB JOBNO. 04-Bl-0047 Uffig Abaco Key SCALE: 1/4"=P-O' SHEETTITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 L EXTERIOR ELEVATION NOTES 7s A [NOTF�-EXTELEVI to 4'-� Ica- 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE PER ACTUAL SITE CONDITIONS. ;f 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. 0 .9 jLqLPLT. L �01 ----------- SHINGLES V) 0'-0" FIN.FUl. 91-11/81,PLT. lZ'TRANS0M IWCOLUMN co"t 8m MNDING Ll Ll %watm- 0. 0'-0"FIN.FL GRADE Jq e""% r SCALE: 1/4"=V-0" ff"i LN& %j 4"FRIEZE 0'-0"FIN.FLR, LAP SIDING 4g TRIM(Typ) 02 WBAND(TYP) 0�f FIN,FL GRADE 02Z cam JOB NO. 04-BI-0047 71 Let"t Ellmgiffmmvi, loin SCALE: llT'=V-0" Abaco Key SHEETTITLE SHEET REAR&LEFr ELEVATIONS A2.5 qpF r t 43 mu 0 L m CD W L) low" 31-911 41.011 31-911 21-61 31-91f I X 4 2X4 I-.- U:> 51, �--I?-EMOVE AS NECESSARY MICRO T FOR ELECTRICAL OUTLE SINK HOOD W-a-:U, 45'0,ANGLED CABINET 3,0, 40.5 ".53� A01 39 REF. 16* a 0 SPACE 0�r_ J -qq%u iL a. 2 X 4 U= D/W RANGE 40.5" KNEE WALL DETAI� 'Z- 21-011 21.011 1-9fl 3 31-91, e- I K'r i,t(,-,ik h te n.. CA"' a b n e t Elevation' - SCALE 1/2"=V-09 Aft 0 0 ] 00 Nl� C) I ,e 60 *lj 21-011 u 21-011 V-611 11-611 -k o 2'-0" %lot) U0 m a s't -r-- -13 'a h (;'llabi net tepvation e- tiath 3 UabinetEr t on SCALE: 1/2"=I'-O' Q� SCALE l/?=V-T a t El ................. r JOB NO. 04-81-OC47 Abaco Ke y SHEET TiTLE SHEET I TERIOR ELEVATIONs A2.61 ELECTRICAL KEY INOTE_ELECSYMI -ah SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET -T A DUPLEX OUTLET ABOVE COUNTER cm 7a� [tr Wp WEATHERPROOF DUPLEX OUTLET J-i 42 k�XGFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET _i5 HALF-SWITCHED DUPLEX OUTLET RL 9 2 SPECIAL PURPOSE OUTLETIJUNGTION BOX DUPLEX OUTLET IN FLOOR [0 220V 220 VOLT OUTLET OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH 9 F H.B. ["4 FOUR-WAY SWITCH RHEOSTAT SWITCH 1:3 .9 R Lu CO Dm DIMMER SWITCH 1 15 (2) REINFORCED JUNCTION BOX 0 CEILING MOUNTED INCANDESCENT L J LIGHT FIXTURE K� WALL MOUNTED INCANDESCENT LIGHT FtXTURE RECESSED INCANDESCENT LIGHT FIXTURE 14 TiLE CARPET RECESSED ADJUSTABLE EYEBALL TV 10 INCANDESCENT LIGHT FIXTURE Z INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN ago t6 = V) EXIT LIGHT 0 a.. = "A F.....-1 EMERGENCY LIG14T FLUORESCENT LIGHT FIXTURE 5LWKI I Y FLUORESCENT LIGHT FIXTURE ITM WITH PULL CHAIN TRACK LIGHT ;z LOW-VOLT TOP 72" EXHAUST FAN(VENT TO EXTERIOR) EXHAUST FAN/LIGHT COMBINATION (Z n (VENT TO EXTERIOR) LL Fl EXHAUST FAN WITH HEAT LAMP 0 EXTERIOR) (VENT I 21, 0 CHIMES I L) GFI 201- OUTLET @ 450 PUSHBUTTON SWITCH Q)4� > SMOKE DETECTOR HEAT DETECTOR F CO2 DETECTOR TV 0 (D THERMOSTAT SPEAKER T CARPET PHONE(1-CATa) 3/ Cn _69-01 4 DDC(I-CATS,1-RG6) MDC(2-CATS,2-RG6) ELECTRIC METER GFT GFJ ELECTRIC PANEL CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) CL CEILING FAN/LIGHT PREWIRE A011 P19 _"k----- -- - (PROVIDE ADEQUATE SUPPORT) war ELECTRICAL NOTES: [NOTE ELECTA10) PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKr= fvq DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT 2. CI8CUIT-INTr=RRUPTERS (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPSICUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4, LOCATIONS. ALL ELECTRICAL,AND MECHANICAL EQUPMENT(I.E. 5. FURNACES,A/C UNITS.ELECTRICAL PANELS,SANITARY IT SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS, v ELECTRICAL DEVICES, ABOVE FINISHED FLOOR* SWITCHES OVER COUNTER ........ 48"TO CL WALL OUTLETS OVER COUNTER....... 48*TO CL Cd REMAINING. SWITCHES ............. 48*TO CL WALL OUTLETS ..I........ 16*TO CIL C-i BATH VANITY BRACKET OUTLET GP (I�ABOVE TOP OF MIRROR) ...... 88"TO CIL WATER SOFTENER AND SUMP OUTLETS 48'TO CL ECE* TELEPHONE OUTLETS .............. 16"TO CL PAN I-L TELEVISION OUTLETS ......... 16'TO CL EXERIOR GFI OUTLETS ............. 16"TO CL ''4 GARAGE GFI(ABOVE GARAGE FLOOR) 48'TO CL 4 4 4 4-' FRONT DOOR COACH LIGHT ....... 84*TO CL 4 d' GARAGE DOOR COACH LIGHT, .4 4 4'. (ABOVE GARAGE FLOOR) ....... 84"TO CL (E PAN I v 4 4 A 4 DINING AND BREAKFAST FIXTURE., 640 TO BTMI 4 OF FIXTURE 4 4 'd FOYER AND STAIRWAY FIXTURE ...... 96'TO131M 13 OF FIXTURE THERMOSTAT 54'TO CL 4 ............... u DOORBELL CHIMES ....... ... 84"TO CL Z C� q DOORBELL BUTTON ............... LEVEL W1 4 4 DR HANDLE KITCHEN WALL HUNG MICROWAVE j OUTLET ................. 76'TO CL q KITCHEN DISHWASHER RECEPTACLE,. UNDER SINK [Aik t- CO KITCHEN RANGE .................. 24'TO CL '41 V KITCHEN REFRIGERATOR ........... 4a"TO CL WASHERIDRYER OUTLET ............ 4B"To cL 0.u.a. JOB NO. 04-BI-00-47 r mi c p id CL=CENTER LINE Elect I I n I =FIELD VERIFY 2-MASTER BATH STANDARD 30'HIGH Abaco Key SCALE: 1/1'=V-0" VANITY To BE RAISED 4' SHEETTITLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 L 770 r ELECTRICAL KEY jNOTE-ELEC" SINGLE POLE OUTLET �tX DUPLEX CONVENIENCE OUTLET F0��-a [I*c DUPLEX OUTLET AL30VE COUNTER A�.A -:g [ltt�Vp WEATHERPROOF DUPLEX OUTLET ri g�4- 8 55 u -FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET OGFI GROUND p HALF-SWITCHED DUPLEX OUTLET 8 3 4 SPECIAL PURPOSE OUTLET/JUNCTION BOX _t�: DUPLEX OUT LET IN FLOOR [0 220V 220 VOLT OUTLET OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH 1- 4 FOUR-WAY SWITCH RHEOSTAT SWITCH R w C0 um DIMMER SWITCH REINFORCED JUNCTION BOX L CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE 0 RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN EXIT LIGHT 0 EM ERG ENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT EXHAUST FAN(VENT TO EXTERIOR) Cd CO n EXHAUST FAN/LIGHT COMBINATION > .2 (VENT TO EXTERIOR) :3,r- 0 0 EXHAUST FAN WITH HEAT LAMP w u- (VENT TO EXTERIOR) CHIMES C3;T4 :m:061 Hal PUSHOUTTON SWITCH cb '� p Q) @ SMOKE DETECTOR -d <PH 40.2 14 HEAT DETECTOR CO2 DETECTOR THERMOSTAT Awl SPEAKER -CAT3) PHONE(1 w DDG(I-CATS,I-RGG) MDC(2-CAT5,241G,6) let N ELECTRIC METER --"WWK- ELECTRIC PANEL -\3 TvY CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) CEILING FAN/LIGHT PREWIRE dy% (PROVIDE ADEQUATE SUPPORT) AO Aft NI ELECTRICAL NOTES: 1- PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE r1wl jCARPET TILE DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL gROUND FAULT 2. CUIT-INTRBRUPIERS (GFI)AS REQUIRED BY ca NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3, DIRECT HOOK-UPSICUTOFFS. HVA0 CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. 5. FURNACES,AIC UNITS, ELECTRICAL PANELS,SANITARY TV SUMP PIT$, DRAIN TILE SUMP,AND WATER HEATERS) IL_ ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS, moc SWITCHES OVER COUNTER ... ...... 48'TO cL ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: WALL OUTLETS OVER COUNTER....... 48"TO CL REMAINING SWITCHES ............. 48*TO CL WALL OUTLETS 16"TO CL 4TV BATH VANITY BRACKET OUTLET (1'ABOVE TOP OF MIRROR) .... 88'TO CL MD WATER SOFTENER AND SUMP OUTLETS 48'TO CL TELEPHONE OUTLETS .............. 16"TO CL TELEVISION OUTLETS ...........— 16"TO CL EXERIOR GFI OUTLETS .... ........ 16'TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 43'1-0 CL FRONT DOOR COACH LIGHT �........ 84'TO CL GARAGE DOOR COACH LIGHT, r 4 (ABOVE GARAGE FLOOR) �...... 841 TO CL 2 DINING AND BREAKFAST FIXTURE..... 64*TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE ...... 96'TO BI M OF FIXTURE THERMOSTAT ....... ....... 54*TO CL DOORBELL CHIMES 84"TO CL u DOORBELL BUTTON .............. LEVEL W1 DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET ... 76"TO CL 41 KITCHEN DISHWASHER RECEPTACLE.. UNDER SINK 10 Cl KITCHEN RANGE .................. 24*TO CL KITCHEN REFRIGERATOR ........... 48"TO CL C3'E WAS HERIDRYER OUTLET ............ 48"TO CL Aloft JOB No. 04-BI-0047 CL�GENTER LINE Eletcnktricdl Plan- 1 =FIELD VERIFY Abaco Key 2�MASTER BATH STANDARD 30*HIGH SCALE: 1/4"=V-011 VANITY TO BE RAISED 4* SHEETTITLE SHEET SECOND FLOOR ELECTRICAL E1 .2 I L 11/0 -4 C4 4�-3%' py!7 ' H.B. -------- ------ r----------------------------------------------------- LLJ bt (D 4 "b, -�j Fp SLOPE r L-Li 11 1z' (D cl 3'2y) to - 2 w- cn -4-1 C) Ld L---v ul E—� 2 —\,—, �% La u p LLJ 6'.' :0 V) cL uj D-- T C) U U) It L------ ------------------------------------------ ---02-11, L------------- ------------------------ - ------ ----------------- 7 7 y2w C'q C\2 ------------ 4 C., 6 SLcpE V r-------------------- 9 ----------------- r--------------- rn j� I \ 11 �i -n >4 -< --n 07- 1 r------------ --- 71 m SLOPE 1" CQ -4 W m CD 21 m 23. m 0) z 0 2 C3 0 R. >' m m ZU M Fri m > 0 m m z z G) c 0 om T-; eu L---------- 11 -------------------------------------------------- ----------- -------- -SEE7777-77771777 L------------------- ----------------- -- C4 - ------------------------------- -IN---------------------------------- - o 0 �r) - ----------- (SO 0--w ROTE -IN THE UNDERSIGNED (I.E. ENGINEER) HAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM BEARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE TO BE IMPLE-MENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. 4) 14 low CONCRETE FOUNDATION PLAN Co. FOUNDATION LEGEND (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) �D 8"x8uxl 6" CMU STEM WALL w/ FOUNDATION HQTf:Fi (1)714. ROD VERTICAL ON 48" O.C. 1 DIMENSIONS SHOWN WITH (= INDICATE PLUMBING OR ELECTRICAL & HOOKED INTO 20"(W) x 10-(H) OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. aPI L-LOUNDATIQN DELAI CONC. FOOTER w/(2)#5 RODS CONT. %) 4 41 T6 Lu 0 20"(W) x 12"(H) THICKEN ___j CONCRETE SLAB wl (2)#5 RODS CONT. U INTERIOR TUIQKEN.WB DETAIL LT) < 0 cr-, C) 20"(W) x 12"(H) THICKEN -------------------- STEP DOWN CONCRETE SLAB JOB INTERIQR ZE DOWN DEI61 W/ (2)#5 RODS CONT. NUMBER S�iEET NUMBER S-1 OF S -�j Z z Y,1"i N TABLE FOR SHEAR WALLS FRAMING J.- (GROUND FLOOR) THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMiNG THE FOLLOWING CRITERIA UNLE, S OTHER E 1 10 L 7 NOTED IN THE TABLE: A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COYMON NAILS. B) GYPSUM E30ARD 10 STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK x 6 1 2X8 BOARD RESPECTIVELY. qg T C) SOLE PLATE-COMCRETE SLAB ANCHORS SHALL BE 1/2"0 P - Dis P 0 - (:�R o 0 70) �r_s iil 0 1 a C ) -f -r r 5p) �s k> & :0 f CLOW L 4 L�j -0 STUDS FLOOR TO FLOOR DESIGNATION REQUIRED SINGLE OR SHEATHING I SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING A 0 4 P P 7/16" 0SB ----------- L BLOCKED) SINGLE 6" 12" 60" 0,C, A uj "5 9 k co 7/16" 058 SINGLE 4)) 12 60" O.C. < (BLOCKED) 0 -O-b L P 7/16" OSE3 SINGLE 3`1 12" 36" 0,C, S3 (BLOCK ED) L C-D m X Ila ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPAC �;) i,�?- a- LLJ LY- Q) ADDITIONAL NOTES: ii.Li FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS- WHERE HEADER 3FAM SHALL BE 6 BOLTED PER DETAIL "B" OF SHEET No. S-4. >e. mp 2) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE SIRAPPED AT 'FOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEFT No. 5-4. S �L "N" ON SHEET No. S-4, 3) FOR LOCATIONS CLOUDED A J) SHALL BE STRAPPED PER DETA 4) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL t" ON SHEET No. S-4. 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED A13OVE SHALL BE 1-30L-IED PER mp C 4 -'14 DETAIL "E" OF SHEET No. S-4, 6 P 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF' BEARING VVALLS AS SHOWN ON SCHEDULE "A" ON SHEET No, S-2, SIRAPPING WILL BE ADEQUATE TO RESIST SHAER F-01-1,CES r-S ACTING SIMULTANEOUSLY WITH UPLIFT FORCES, �D i " -.01 z 0 0 8 1 1 C; x >0i 0 0 7) INDICATES FLOOR JI0STS AND GIRDERS 10 BE DESIGNED, FABRICATED AND CERTIFIED BY OTHERS. 6 4 < > ri C) 0 0 x Iz (z)Z*A I a ZX10 10 3 v-N SCHEDULE "A" 0 p ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE 04 zili- Pq 't OF BEARING WALLS (PRE—ENGINEERED FRAMING) UTILIZING ALL THREAD STEEL RODS co 0 TRUSS No, OR UPLIFT TRUSS TO TOP DESIGNATION (ibS) PLATE OR TO STUD TOP PLATE 10 FOOTINGS ALL TRUSS ENDS 1/2"0 STEEL RODS SPACED AS 5ECOND P LO 0 R FRA�IING FLAN EXCEPT ONES 0 - 600 H2.5A, "SIMPSON" CLIPS OUTLINED BEL0 SHQ'i ON SfIEET No. S-3 GROUNDFLOOR 5HEAR WALL & LAi�Ulw V -r_5,u r_I I u 1,-11 601 - 1200 (2) 1-12.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS N SKWN ON SFIEET No. S-3 USE (3) ROWS $CALE.- 1/4"=V-011 OF 12d COMMON USE (2) ROWS (3) LSTA36, "SIMPSON NAILS 0 12" O.C. OF 10d COMMON 1201 - 4750 STRAPS PTTziz. ,"simpsow', 11OLDDOiiii STAGGER NAILS ON BOTH SIDES. NAILS 9 12" D.C. ii For m) cj ur-1 TYPICAL OF (3) 2" x 10" THRU (3) 2 0 x 12" TYPICAL OF (2) 2- x 6" THRU (2) 2" x 12" SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL FLITCH PLATES BEARING STUD REQUIREMENTS FOR BEAMS/GIRDERS-- "Y" DENOTES KING STUD AND "J" DENOTES JACK STUD. (N t! ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED <41 USE (3) ROWS 1/2"0 A307 MACHINE WITH (1 )K+(2)JIS AT END SUPPORTS OR (2)K's AT �4 OF 12d COMMON too BOLTS wl NUT AND 10" NAILS 0 12" O.C. 2'1 STEEL WASIiERS INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE V (S STAGGER NAILS 0 12" O.C. SHOWN ON PLAN ABOVE AND DENOTED BY: ON BOTH SIDES. (D gr TABLE 1606.1.4 %) FLORIDA BUILDING COE)rz BUILDING WIND-13ORNE DEBRIS PROTECTIOI`4 FASTENiNG SCIIEDULrz FOR WOOD STRUCTURAL PANELS 2) 1-3/4" PLY LVL (3) 1-3/4" PLY LVL (4) 1-3/4' PLY LVL (4) 1-3/4- PLY LVL FASTENER FASTENER SPACING 0n.)1.2 (C CD (2) 1/4- A36 STEEL TYPE Li FLETCH PLATE Panel Span:5 2 ft 2 ft<Panel$pan 4 It<Panel Span S ft<Panel$pan <4ft <6 It <aft I 2 1/2#6 Wood Screw3 16 16 12 9 2 I/Z#3 Wood Semi 16 < MULTIPLE MEM5EfR CONNECTION DETAILS- Pouble-Headed Nails4 12 16 16 .111 , ...... 12 Z_ F 4 SI:I inch=25,4 rnm I foot=305 ainj Ell < NOT TO 5CALEI. P Notes: 11 1. This table is based on a maximum wind speed of 130 mph(58 miis)and mean root height of 33 feet(10 m)or less, BEARING STUDS REQUIREMENTS FOR BEAMS / GIRDERS: 2. Fastencis shall be installed at opposing ends of the wood vructural panel, 3. Where screws are attached to masomy or masonry/stucco,they shall be attached usirig Vibration-�esistant anchors having a minim4m Withdrawal C,'Ipi ity of 490 lb(2180 kN). JOB NUVBE 1. LVL BEAMS OR GLU. LAM. MMS, SEE FRAMING PLAN ON SHEET No. 2. 4. Nails shall be 10d common or 12d box double-hicaded nails, 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS PLUS (1) KING FOR DROP BEAMS. 5�iEET NUMBER FF QL OZ I %bl/0 15- IS -2 OF S—�j Ono Amidla .......... FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: FELT OVER 7/16- OS8 BOARD OR REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD-2 FOR ROOF 15/32" PWD SHEATHING. PITCHES FOR ALL HOUSES AIR BAFFLE 8TW EA TRUSS TO MAINTAIN 1/2' MIN AIR SPACE FOR VENT `�VARIIES STRAP FOR TRUSS ANCHORAGE (SEE SCHEDULE "A" ON SHEET No. S-2) GALV. METAL DRIP EDGE WRAPPED 5/8" GYP. 6D. CLG. ALUM. FASCIA OVER 2x8 4- C) PERFORATED VINYL/ ALUM, 1/2" GYPSUM BOARD C3 SOFFIT STUCCO 2x STUDS 9 16" OC (MIN #2 FRIEZE SPF) MID-WALL BLOCKING FLAT Lli E K) WISE 0( JOINTS IN SHEATHING '718" MIN. LIGHT P,T, 2x PLATE TEXT. STUCCO .1 IffilialifisAi I&A VENEER OVER 0 MTL LATHE AND -i VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED TO 16" PRE-ENGINEERED FLOOR 9'-0"CLG. TRUSSES OR T.J,I� JOISTS 0 24" OC Ljj (SEE FI-OOR TRUSS ENGINEERING) Lj_J --J E75 ��t: L�Lj < < LIJ (1-, < C0 IST FLOOR TO —RIM JOIST,BY TRUSS MANUF, 2ND FLOOR (SEE FLOOR TRUSS ENGINEERING) STRAPPING PER 9'-0" CLG, STRUCTURAL 131-31,x 121-3m 1/2" CEILING BD OR 5/8" GYP. BD Typ 110 1 ig 1/2"0 THREADED STEEL RODS CA co SPACED PER SHEET # S-3. ADDITIONAL EXP. BOLTS MAY z log I fry# CY1_ u BE NEEDED PER SHEAR WALL EA. TABLE ON SHEET # S-2. ---------------- wn 17 U 04' PROVIDE MID-WALL BLOCKING FLAT 05> 7/8" MIN. LIGHT e- 1)0 VN WISE @ JOINTS IN SHEATHING 7 TEXT. STUCCO aw f5 P_ I -A I VENEER OVER 0 -w q e, -1.1 - I I I s MTL LATHE AND 2x STUDS 0 16" OC (MIN #2 u_ 2XIB LIj VAPOR BARRIER $0 SPF) �D 91.011 cl P.T. PLATE wl ANCHOR BOLTS PER STRUCTURAL 111 0 4" CONCRETE SLAB WITH uj I(n 5"x6"xIO/10 W,W.F. TYP, (3000 PSI. 20— re, -------- BA FIBER MESH OPTIONAL). (1) # 4 CONT, 91-011 LIS. C) S..sv.� 42 SLOPE GRADE AWAY ALL SID ES v 1 VIiL vAPOR BARRIER BEDROOM 2 4. 9'1 CLG. #4 RODS VERT. ON 48" 0,C. & AT CORNERS. 101-81,x 91-21, VERT. RODS SHALL BE HOOKED 6" INTO FOOTINGS 9 BOTTOM AND 12" INTO SLAB 20"(W)x 10"(H) CONIC RETE TOP, FOR HORIZ. REINFORCEMENT, USE FOOTING REINFORCED 9 go, HORIZ. JOINT REINFORCEMENT 00 W/(2)-#5 RODS CONT, ON 16" O�C. (MAX,) cz cyD r�") F z "W' FOP, Rvae -ro kp �!.Qoe, 4c v, M 7 ut?m. p F. 2 - 5 T 0 F�Z%I UJ A L L 5 E G.,T 10 IN W-101"CLG. T 1/2"0 THREADED STEEL RODS 11-V x 91-19, SCALE-. 1/2" =V-011 CONTINUOUS FROM TOP PLATES TO CONCRETE. SPACE ON 60"O.C. 0_4 OR AS SHOWN ON PLAN. SEE _q v DETAIL "J" OF SHEET No. S-4 3'-ICII ,raw 2X§ IMPORTANT NOTE: FOR TYPICAL BOLT RUN. 7r 31-11 2-7" REFER TO ROOF PLAN AND EAVE DETAILS ON SHT AD.2 FOR ROOF RaERGLASS S�HINGLES OVER PITCHES FOR ALL HOUSES vjt)tLe r av 12 30# FELT OVER 7/16" OSB BOARD OR 15/32" PIND VAIRES SHEATHING. 16" --STRAP FOR TRUSS ANCHORAGE (SEE TABLE FOR SECOND FLOOR SHEAR WA .LS FRAMING (SECOND FLOOR) AIR BAFFLE 8TW EA 0, SCHEDULE "A" ON SHEET No, S-2) 4) TRUSS 10 MAINTAIN 1/2" MIN AIR SPACE if z it THE SHEAR WALLS TABLE WAS ESTABLIS ED ASSUMING THE FOLLOWING FOR VENT 11 i ------- \ 0 It I GALV. METAL CEILING OD OR 5/8" GYP. CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: i A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. DRIP EDGE BD TYP B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM. --------- ........... NAILS FOR 1/2" AND 5/8" THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNESS , IV) PERFORATED VINYL/ ALUM. DESIGNATION REQUIRED SI�GLE OR SHEATHING TO STU ' S SOFFIT SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE -:14 10 s 112"0 THREADED STEEL ROD 7/16" 0SI3 -PROVIDE MID-WALL BLOCKING FLAT 7- SPACED PER SHEET # S-3. CL INGLE 6" 12" WISE 9 JOINTS IN stiEATtiING (BLOCKED) ADDITIONAL EXP, BOLTS MAY- BE NEEDED PER SHEAR WALL 2x STUDS 9 16" OC (MIN TABLE ON SHEET # S-2. G_ #2 SPF) 'I 7/16" OSB SINGLE 4" 12 Z (BLOCKED) 7/8" MIN, LIGHT P.T. PLATE wl ANCHOR TEXt STUCCO BOLTS PER VENEER OVER d MTL LATHE AND STRUCTURAL LJ 4 VAPOR BARRIER 4" CONCRETE SLAB WITH Iro A 0 ADDITIONAL NOTES: 6"6"x`10/10 W.W,F, TYP. (1) # 4 CONT. (3000 PSI. FIBER MESH IqNAL 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE AT TOP AND BOTTOM AS SHOWN ON DETAIL "F" ON SHEET No. S-4. AWAY ALL SIDES LLJ 77/ 6 MIL VAPOR BARRIER < 2) FLOOR TO FLOOR STRAPPING FOR UP IFT SHALL BE MODEL No. CS20, z SIMPSON", SPACED AT 32" O.C. AT ECITTOM AND ALSO APPLIED AT TOP #4 RODS VERT, ON 48" O.C. & AT CORNERS. m VERT. RODS SHALL BE HOOKED 6" INTO —4 PER DETAIL "D" ON SHEET No, S-4. NHERE SECOND FLOOR WALLS ARE 0 SEE DETAIL 1" OF SHEET No. S FOOTINGS 0 BOTTOM AND 12" INTO SLAB FOR TOP CORNER BOLT INSTALLATION. SUPPORTED BY FLOOR GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE 0 TOP. FOR HORIZ. REINFORCEMENT, USE FLOOR WALLS. EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 go. HORIZ. JOINT REINFORCEMENT TIk4fREAEDED %5TEEL fRODa FLAN "K" ON SHEET No. S-4. W/(2)-#5 RODS CONT. ON 16" O.C. (VAX.) JOB NUMBER SCALE.- I/W= V-011 T"I I - 5 T 0 FR"I W74LL 5ECTION r SCALE-. 1/2"=V-011 SHEET NUMBER S- 3 OF S-4 112-0 THREADED STEEL RODS DESIGN CRITERIA SPACED PER SHEET # S-3. 112-0 THREADED STEEL RODS 0 ADDITIONAL EXP. BOLTS MAY SPACED PER SHEET # S-3 . 1 5 1) LIVE LOADS: WALL ADDITIONAL EXP, BOLTS MAY, ROOF...............................20#/sq. ft�, FLOOR-.........40#/sq. ft, BE NEEDED PER SHEAR WALL BE NEEDED PER SHEAR WALL TABLE ON SHEET # S-2, DS CONT. TABLE ON SHEET # 5-2. 2) WIND LOADS: CONC. SLAB W/6x6xlQ/lO W.W.F. Of% flafgME614 -EXPANSION JOINT THREE SECOND GUST 'NIND VELOCITY PER FBC-2001...... .............120 MPH 1 (IMPORTANCE FACTOR)-l.0, YVIND EXPOSURE "B", CATEGORY "ll" BUILDING RECESS SLAB 3/4"x 10" WIDE I STUD WALL AT GARAGE DOOR 7 CCP; OR (-) 0.13 ENCLOSED BUILDING),W" i5jjtQCj;)g6t p6g6L% Witt 136 06010160 PREENGINEERED ROOF TRUSSES 1 9 6 MIL, V.9, OVER CLEAN. D 3) COMPONENTS & CLADONG DESIGN PRESSURES *44 FOK oft-010(ps GATOR NOT /- 6x6xl0/lD W.W,F 64XIO/10 W.W,F, Ott F18EXMCIS" i�l ROOF (ANYWHERE.)= -511 Pqf, +23.7 Psf WELL COMPACTED IREATED FILL 0.C, & AT CORNERS. WALLS: ZONE '5" IS WITHIN 3 ft, OF CORNERS, ZONE �4" IS ANYWHERE ELSE. 3"x 3"x 1/3" #4 RODS VERT. ON 43 STEEL WASHER VERT. RODS SHALL BE HOOKED 6 INTO 4 PFE$SUE�Z (PSF) 2 FFFFC.T(VE WIND APEA (S EBEaLJEE (PSF) FOOTINGS 0 BOTTOM AND 12" INTO SLAB -44.7 0 TOP. FOR HORIZ, REINFORCEMENT, USE __p co 4 1 35.5 -37.8 5 10,0 35.5 HURRICANE STRAPPING PER TIP (2)-#5 CONT. HOOKED I,z)-#5 CONT. HOOKED TOP PLATE 9 go, HORIZ� JOINT REINFORCEMENT Fl. 4 20,0 34.4 -36,6 5 20.0 34.4 -42.4 SCH, A- ON SHEET III S-2 & TIED AT CORNERS & TIED AT CORNERS j- OF WALLS 11-111- ON 16- O-C, (MAX.) MIN. 18" MIN. 18" 4 50.0 32.1 -35,5 5 50.0 32.1 -38.9 4 100,0 30.9 -33.7 5 100.0 30.9 -36.6 48" (MAX,) OR TURN DOWN SLAB DETAIL PLUS AND MINUS &GNS INDICATE ACTING TOWARD AND AWAY FROM THE BUILDING SURFACES CONSULT ENGINEER 20"-1 0 GARAGE GENERAL STRUCTURAL NOTES: 1/2"0 THREADED STEEL 20"(W)x 10'(H) CONCRETE FOOTING TURN DOWN SLAB DETAIL ROD PER SHEET # S-3, REINFORCED W/�2)-#5 RODS CONT, 1) IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL EXCEPT 0 GARAGE REQUIREMENTS OF THE AUTHORITIES I-IAV(NC JURISDICTION OVER THIS TYPE OF CONSTRUCTION AND OCCUPANCY, ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE 6 TYPICAL FOUNDATION DETAIL WITH ALL APPLICABLE CODES AND REGULATIONS. STEEL COUPLER - - - - -- - --- - - - - - - - - - 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR F TO COMMENCING WORK. 7/16' OSS NAIL wl CORNER DETAIL < V) 8d COMMOM NAILS TO 6x5xl 0/10 W,W,F, OfZ FIBf(?fAF5ff 0 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL 6 PLATES, OPENINGS. SLEEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE' REQUIRED BY -2. P TABLE ON SHEET # S '12 _7:0 -ICWN ON THE DRAWINGS. ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SI to 4 4) THESE DOCUMENTS ARE THE PROPERlY OF THE ENGINEER AND MAY NOT DE USED OR REPRODUCED W11HOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH, "SIMPSON*, STRAP .4"m '4 (2)-#5 RODS CONT. 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTIENOED TO BE TYPICAL AND -2"x6* SPF #2 P 16" O.C. TOP PLATES Co rfj ff) SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WORK THREADED STEEL RODS SYSTEM z 112-0 THREADED STEEL -20" Ld EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET # S-3. x U 2: 0 r---) INSTALLATION INSTRUCTIO�S U) LJ n t�Z < 6) SUBSURFACE SOIL. CONDITION INFORMATION IS NOT AVAILABLE, FOUNDATION$ WIRER DESIGNED STEEL COUPLER x INTERIOR STEP DOWN DETAIL Li cr: I C-) x < FOR A 2000 PSF SOIL BEARING CAPACITY, CONTRACTOR 51 iALL REPORT ANY DIFFERING 1 DETERMINE THE STARTING POIN AND MARK EITHER THE x CONDITIONS TO THE DESIGNER PRIOR 10 COMMENCING WORK, LSTA36, "SIMPSON". 0) CONTINUOUS STUDS FORM BOARD BOLT LOCATIONS RIOR TO CONCRETE POUR STRAPS 7) IT IS 1HE CONTRACTOR'S SOLE RF�PONSIBILITY TO DETERMINE ERECTION PROCEI)Ul�l AND SEE TYPICAL FOUNDATION IF %-BOLTS" ARE USED OR 80 T LOCATIONS DIRECTLY SEQUENCE TO INSURE THE SAFEl`Y OF THE BUILDING AND IT'S COMPONENT PARTS DURING DETAILS OF THIS SHEET, ON THE HARDENED CONCRETE If' EPDXY ANCHOR BOLTS ARE USED, Cr ERECTION. EPDXY GROUT POST STRAPPING 0 TOP STRAPPING 0 TOP CONSTRUCTION NOTES: 2) CORNER LOCAT'IONS SHALL BE I ER DETAIL V ON THIS (H.T.S.) 1/2% THREADED SOLE PLATE SHALL GE ANCHORED TO SLAB W1 1/2"0 SHEET. STEEL ROD SP THREADED ROD BOL'IS SPACED CY) 13-LIE; 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED 6"X G" OR 4"x 4" POST H. "SIMPSON", STRAP 2x4 STUDS N /_F 1) ALL CAST ON PLACE CONCRETE (EXCFPT SLAB ON GRADE) SHALL II/,VE A MIN. OF 3000 PSI 0 16, O.C. E'XER SHEET # S-3, ADDITIONAL PER DETAIL "J" ON THIS SHEET AND PER MIANUFACTURER'S P. BOLTS MAY BE NEEDED COMPRESSIVE STRENGTH AT 23 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI CONCRETE FOOTING RECOMMENDATIONS. Y, PER SHEAR WALL TABLE ON CONCRETE, ABU "SIMPSON", y 6x6xI0/lO W.W.F x SHEET S-2, POS� ANCHOR 07- IF I Lu" 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE 11. 2) FOOTINGS SHALL BEAR BELOW DISTURBED ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL REQUIREMENTS OF ASTMI A36 TIIREADED STEEL, GALVANIZED, .4 47' f TE FOOTING LIK-71 E DRILL 6" INTO CONCRETE OR UPON STRUCTURAL FILL,COT�PACTED TO A DEN&TY OF AT LEAST 95% OF STANDARD PROCTOR V MAXIMUN DRY DENSITY (ASIM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (I It) BELOW THE BOTTOM OF THE FOOTING. co p POST STRAPPING 0 130TTOM BOLT RUN DETAIL (TYP) ANCHORAGE TO SLAB 0 B0170M (2)-J/5 RODS CONT. 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, (N.T.S.) <N.T.S,) WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL, THE BEARING (N.T.S.) ro LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 957o OF THE MODIFIED 20' PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) INTERIOR THICKEN SLAB DETAIL POST STRAPPING ZA POST STRAPPING 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. TOP BOTTOM TOP & BOTTOM 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE MISC. FOUNDATION DETAILS ftT,S,) LAP SPLICED A MIN, OF 35 OAR DIAMETERS OR 24", WHICHEVER 15 GREATER UNLESS lift OTHERWISE NOTED, M4 6) THE MIN, CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN, FOR REINFORCEMENT. n4 FOOTINGS (TO MAIN REINFORCEMENT)....................3 inches H2.5A, "SIMPSON" H2.5A, "SIMPSON" H2,5A, "SIMPSON" 0 0 SLAB ON GRADE.............................__...................CENTERED CLIP (TYP) OR " SS CLIP TYP OR ROOF TRUSS- CLIP (TYP) OR HEADERS PER SHT, # S-2 H2,5A, "SIMPSON" 7) HORIZONTAL BENA AND FOOTING BARS SHALL BE DENT l'-O" AROUND CORNERS OR ROOF TRUSS- SEE SCHEDULE A ROOF T SEE SCHEDULE "A�' SEE SCHEDULE "A" ROOF TRUSS CLIP (TYP) OR L CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. ON SHEET # S-2. ON SHEET # S-2. ON SHEET # S-2. GARAGE DOOR HEADER SEE SCHEDULE "A" vm 1p. (TYP) �l ON SHEET # S-2. Z-;A 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTER$, ETC. NECESSARY TO SUPPORT t.l., : T__ REINFORCING STEEL. SUPPORT ITEMS WHICH GEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, 0 9) ALL REINFORCING DEINLS SHALL CONCORM 10 MANUAL OF STANDARD PRACTICE FOR _T_- DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED It OTHERWISE ON THE STRUCTURAL DRAWINGS. -zll wo LSTA36. 'SIMPSON', SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMFNTS STRAPS 10� ALL CONCRETE WORK 1/2�O THREADED STEEL 1/2"0 THREADED STEEL 20g 24" LON(, FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE C520, "SIMPSON" ROD PER SHEET # S-3 ROD PER SHEET # S-3 TWISTED STRAPPINO �5,2, M FOR BUILDING" ACI 301. 73TRAPS, SEE SHEET # S-2 MA�SQ�ARY FOR # OF STUDS. �0 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE SS + 1/2-0 THREADED STEEL MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH ROD PER SHEET # S-3 OF 2000 PSI ( If 1500 PSI MAMBO rx� x "SIMPSON", 2) MORTAR SHALL CONFORM TO A�TM C270 AND BE OF TYPE M OR S. HTT22, "SIMPSON'%- LTTI9,I iOLDOOWN 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT $GALL 13E GALVANIZED TRUSS-TYPE WiTH HOLDDOWN x t t-,,-- p CONCRETE SLAII 6 in, LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C.. (T)IMSTam U4 �x �700 FRAMING 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER All-C AND TPI AND NAlIoNAL SUPPORT GARDER DESIGN SPECIFICATIONS FOR WOOD CON�TRUCTION. -IAVE THE FOLI 2) ALL STRUCTURAL WOOD MEM3FRS SHALL I -OWING MIN, DESIGN VALUES; EXTERIOR WALL OPENI�GS ^K EXTERIOR WALL OPENINGS .,,f E N, DOOR JAMB zf 13 N, SAWN LUMBER LAM. VENEER LUMBER STRAPPING 0 TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT EXTERIOR WALL OPENINGS DETAIL Fb 1,120 PSI Fb = 2,500 PSI (N.T.S.) GARAGE DOOR & OTHER LOCATIONS SHOWN STRAPPING 0 TOP BOTTOM ANCHORAGE 0 TOP BOTTOM Fv 90 PSI Fv = 285 P51 (N.T.a) JAMB STRAPPING 0 TOP BOTTOM Fcl 565 PSI E = 1,900,000 PSI ON SHEET # S-2 OF THE DRAWINGS (N.T.S.) (N.T.S. > Fc 1,455 PSI (N.T.S.) E 1,600,000 PSI 3) ROOF & WALL SHEATHiNG SHALL BE �/16" ORIEN7AIL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON lHF DRAWINGS. 4) ALL WOOD MEMOCIRS EXPOSED TO WEATHER OR IN CONTACT WITH MA50NARY, CONCRETE C) OR SOIL SHALL BE IIRES�URE-TRFATED. SCHEDULE "C" TOP PLATES H2,5A, "SiMPSON", CLIPS (TYP) OR 5) CONTRACTOR SHALL PROVIDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH SEE SCHEDULE "A" ON SHT. # S-2 -IALL BE HOT-DIPPEC, GALVANIZED TO ASTM APPLICATION. FASTENiNG SUBJECT 10 MOISIURE SI RECOMMENDED STUD SIZES AND SPACING BLOCKING REQ'D. ROOF TRUSS NOT BET\NEFN OUTRIGGERS SHOWN FOR CLARITY A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 2X4 BLOCKING * SHEATHING JOINT 2x4 OUTRIGGER a" 0.0 4" FROM GkBLE END 0 4 /-HURRICANE CLIP H-2.5 CONT. 44 SCAB I"ROM 70P To U-HANGER OR EQUAL 0 43' 0,C. 5) ALL METAL CONNECTIONS AND FABRICAlIONS SHALL COMPLY WITH A.1.3,C. SPEDFICATIONS. 8'-0" THRU T-10" 2x4 7/16- STf LICTURAL ROOF SHEATHING BOTTOM CHORD TO SERVE AS NAIL R FASTENING 50JECT 10 MOITURF SHALL BE HOT-DIPPED GALVANIZED TO ASIM A-153-80. 2x4BARGE RAFTER CON T. FOR X-BRACING 0 8' D.C. PROADC CLIP FOR 400 lbs. 1,4 10'-0" THRU 14'-0' 26 DOTTOM C14ORD OF COMMON OFLATERAL SHEAR 1-11 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT, $HINCLE STRIP TRUSSES 24* 0,Cl 14'-V' THRU IB'-6- 2xa FASCIA BOTTOM CHIORO OF CABLE SPH "SIMPSON", STR4PS B) GRADE OF LUMBER TO BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 rli - I 12d NAILS 0 $" O.C. END TRUSS; 10 32 0,C. E INSTEAD OF SYP /12. U 22*-0" 2x3 12� 2x4 X-BRACING 19'-0" THR F4 TOP CHORD OF cAOLE END (3) 12d NAILS 2xIO 12" TRUSS DROP 3-1/2* & 00IUBLE TOP PLATE THE PLATE HEIGHT REPRESENTS THE VERTICAL 1 2'-0" A, 2x4 SCA9 CONT. TOP TO 130TTOM CHORD 0 8 ft. MAX, UNINTERRUPYED SPAN LENGHT OF THE STUD, OPENINO IF HDRIZ. CONTINUOUS GRACE CAPABLE OF FROM GABLE SCHEDULE "B" MISCELLANEOUS FASTENING SCHEDULE TRANSFERING LATERAL LOADS TO SHEAR WALLS CONI. 2x4 SCAO FROM TOP TO 2)(4 BLOCKING 0 48' 0,C. BETWEEN LSTA36, -SIMPSON" DOES EXIST. THEN THE SCHEDULE SHOWN ABOVE 80TTOM CHORD 0 X-SRACING GABLE END TRUSS AND F[RST SPACE 0 32" O,C. CONNECTION FASTENER NUMBER OR SPACING DOES NOT APPLY, 2K4 SCAO IF VERT (PROVIDE ADDITIONAL 2x4l'a AT COMMON TRUSS MAO E-4 WE13 19 NOT PRESLNr VERTICAL IF HIGHER THAN 46" (MAX,) TOP OR SOLE PLATE TO STUR, END NAIL 16d COMMON 2 TO FORM AN 1" SHAPE) CONT. 2x4x92 SYP. LATERAL STUD I'D SOLE PLATE, TOE NAIL 8d COMMON 4 (3) 12d NAILS (T�p GRACE 0 48 O.C. �D DOUBLE STUDS, FACE NAIL AT X-ORACING -5� BOTTOM CHORD oF 10d COMMON 24" O.C. GABLE END TRUSS (3) 12d NAILS DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. E-4 TOP PLATES, LAP AND INTERSECTIONS FACE NAIL 2-1 d OR 3-10d COMMON (2)-20 TOP PLATE. ISOMETIZIC VIEW SHOE PLATE Lij 7-- CONTINUOUS HEADER, IVO PIECES I Gd COMMON 16" D.C. ALONG E& EDGE SCHEDULE "0" CONT. 2x4xS' #2 SYP-J SHOWNG LATERAL BRAC5 TO FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAI BRACE 0 48" 0(l. 2x4 STUDI 10 `18" D.C. GABLEEND TRUSS 0 (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) OSB N I at j < 7/16" 2x4 BLOCKING 0 48* O.C. PLYWOOD PARTICLEBOARD SHEATHING: NAILED ON 0/12" 6ETKEN CABLE & FIRST TRUSS -PLATFORM FRAMING- SUPPORT BEAM OR 8d COMMON Go ac. EDGES OPENING WIDTH IN FEET CLIP 0 48" 0,C Cl IP MUST GIRDER PER SHEET # S-2 ROOF - 7/161 OR GREATER m < 8" O.C. INTERMEDIATE PRO�`IDE A MIN. 400 The OF SHEAR. UP TO 3'-.0* Y-l" THRU 6'-Om C-i" THRU 10'-O� 0 WALL 7 16" OR GREATER 3d COMMON 6" O.C. EDGES LINTEL (3)-2x8's (3)-2 xi O's (3)-2x I 2's PLATFORM FRAMIN 12" 0,C. INTERMEDIATE USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED GABLE END DETAIL FLOOR 3/4" T&G Pl_t`WCOO 8d COMMON 6" O,C. EDGES & (N.T,V 12" O,C, INTERMEDIATE TWO (2) PLATES WITH A 1/2' PLYWOOD FILLER MAY BE USED INSTEAD OF STUD TO STUD STRAPPING JOB NUMBER THE THREE (3) PLATES MENTIONED ABOVE, UNBRACED LENGTH OF X-BRACING MAY NOT EXCEED 10 ft.. IF LENGTH DOES OR SEE SHEAR WALL TABLES ON �HEET q-2 S-3. STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES, EXCEED 10 ft., ADDITIONAL SCAB IS REQ'D. '44- r- SHEET NUMBER 1111NI I i r=l;Ll ,�F TSL T ��)-4 OF S-4 TO X11 Kkeo Prod Het Katings Effective: Harch 2002. M40/50—SH +30 -35 53x78 Standard single hung +30 -35 36X96 M-40HP150HP—SIH +50 -60 53x63 Hi ghporformance single,hung +50 -55 53--763/4 +35 -3s 53X96 TW—SH +50; �50' 53x78 Tilt sash single hung .-35 53x96 TB—SH -50 53X96 Tilt thermal break single hung MP—SH +70 -70 53x73 Impact single hung RW HP +35 -35 High perfonnance horizontal slidu RW XH? +55 1,55 74x5i Extra higb performanco horizontal slider +45 -45 112x63 M3/4/5 SGD +35 -35 4069 panels Standard sliding'glass door +30 -36 3080 pan!��Is 2"Sill M2/3/4/5 HP SGD +45 -45 4080 panels' High performance sliding glass door 2-In"Sill IVL2/3/4/5 XHP SOD +55 -55 508b panels xt-a high perfonrance sliding glass door �-1/2"Sill 5' wide Panels not available in M3&-S ................................................. Revis-,d:04/04/02 CAULK BEH1140 1%10 AT FRA JjIz- 99 SCPC%l 14STALATI011 AlIC1102 YINDOV Fill 2 �JIJLW kUC9 ANCHOR CONCRETE L IIASOuRf CAULU 54"IND vilicav I'lk 3/14*DIA.CUSCA&M OIHZ�s I-I/D*JI14 DIDEWItNT CC i UETE OR HASUNRY 4,u,� 1/4,I-1AX--- YFREW AlICHOP UPI aM4 BY Omr-n SPACC- StirAMING By OTOCAS C:AMK jJtT1i1ECJj V120D JJUO4 st-dil AS RCO-V T .',A 11,T,Ilr I14,11AL1AI10t11ASNZNL2�US3115 L04a Vt`R`;1i`O s'44- TV13 AT I A J�4*-U�C Sth SUCIC 31 OTHERS 4'r 0111LRS 81 14ASUNRY 41,CN)NIS.AT DIeLks VI/LOAD WO LIT VIUQO Waft IIATJ�kJALo ALMOND14 LD.r. �010C SPA�C�REAT[ VAN I/Ifi,n FRCSgnT. I-IiAl, INSTALLATION AfiCt$04 BCARIN3 5WH LUCK Ill OTVE�Ils -io SLiz[V 114TALLATILA AJ,U" 11CIA EIIBCDI LJ,;T OF 4-ly$*v0D Tua Jor Lt or so) C11ij LQ�CdIT To�Ckjjj;Vg pl,Kj,j&,j1j 'y IIISIALLATIC14 ANCHUR CAULK VEYVEEN IIASUiRY M�314 11)ACKIEVr��;!11 11 SCRCV,"�IQPS AT SILL i14T�C OF$ttp ICIJ�jjr 1116 SCREW(T�P.) -1\ OPENIRa L�JWV DUCK 4J, IIAX ALLOWADLU SPAC 4 lt4St44ky OR MiRETL SH114 AS RCO'D. By OTHERS Oc,IIAIL I�W AND C011CUIC%AfV Aj�Ci�Qn jo LE 4. V1 LOAD I's 5) Ut 1,ATE1 CAULK CA C�WIVALC241 FLA PZI�J,,CIM SE,� or RE:ARIKS Siam SQWNO GLASS WOOD B'JCiK AN(aiUR " 1, &11 �j ,11 I'Ll SM L�jalk�r Uti;gns- 114*it" 3/16* DIA COlICREIC JCCj�jQg C,,j ,UsE AIDOR vall p�h� DUUR FRASI.0 ill Al ICIOPRIATE A[ -hkS ZUkE REa-1 1Fj.3 StIff ZS SCREV ANCHOR fil OTifERT 1) FOR FOC14 s CL 11LS1 IT PA SPALE JAME PLArr COhirRilt sckry AN�kcr�lt It,iRC,4 &TIZC TU I JUISIj pp�j4f,�o 0.STRIP's spviti. IJAS kfxuikolw��u "$114 4 I'l 1,1,14111 S"AT C"ARY C'U'l r"Ast�t"T� 1414LIC GIAZU.0 1/4'MAX ATINO AllplZr,"ALSO 4111ALIFIE11. U10- SHIIII SPACE 9) JA"O.SILL CM0S AUJI ALL ANO-10PS JhRELGH sILL ARC stAH SCALM 10 W�CALCD VIT11 A SIVLL.10111T E80CDI4CNT tol, A"ITMAL�AUOH 11) kUTALL Ca u� ---------- 171EMAII E 0VP.) t�pl AL8OV 1�r IVE) BY Wffl-"�-TJ'W— 4 I`=K-SIUIP X161 APPLY T4 14STA�LAJJCJj Or 12LL C %1UOD but:y 10 "111CO ERIO JiARX 0 SU0114 CLASS DGUR IS SKOtg;. T,l IATILII,s Bf 0,111IRS Ass hAaK 4&JVRK 2. �RIN7 ALSO API'LItS 10 ljkR;c�p; I-IN FAMC JAIJ11 EXTERIOR rINISN WERCII GL BY OMERS EXT.f-IJAISH BY CIII-Icks SECT11IN' 2 J1!L9WE'IL&CAULK 4 ANCI-10 CHART AT Olkicks PERIHETEk CAULK 8114 — PLRIUCTER CAULX- AT GTkEkS ;;-tBCJoHLNT 010 SCREVS IN 3/16' DIA, CONCRETE 910 SCREvts a E BIT WHER$ CALL OVERALL IN FRAJJE Sit,( jjjIla IL jjOnt STRIP RANE: H AD SERE\, SIZE, SIZE UP 70 rn FINISH UP To SF To I Gi"),"", 1 6 'r 61 SF up 14 46 PSI, 6 PSr V101H 113 1 SLIDING 61-iiSS U PSF n Psr il -11/16 K 40 3 3 -zo.P L'I 5068 X0.QX XX 60 DOOR rRME 4 4 IICAD LeV RAX, 606111 X0,ax Xx 72-Il"US so 6 SI-J.114 SPACE 0040 X3.OX.XX 56 Do S 6 3 3 X0 X X 4 SILL SICUL r 0 Jobe a -A IT OTHERS Eat,= 7 1506 a 0XO 81-5/a 3 1VUR I X .X;-"- I - --4 111161-Ir 7 10 1 7 JIM ( ?4 0 C. 6"o 000,XXXX lqa�jj/jli A 00 10 J3 is 9 =els OXXC, xxxx 24,0�11/16, 80 13 11 1 2068 OXXO.XXXX 144-11/16.x 60 7 6 I 5000 X0,ox.XX CO-11/16 X 96 14 Is 3 6 -.6 2 EQUALL &LASS 44P.) I/a*JON. 6080 X1 OX.Xx 72-Ii/Il; 06 3 3 3 3 —37;- —6 VIUMv R41ALLATIC 4 4 4 SPACE N ANCH04 2080 x1j.Ox.XX 5 11"16 S,4 S 4 6 6 NEIGHT AIMICRIS 11MID-0-la- 94 6, S 6 1 X qr- 6 1,14'fiAX CALILK BETWEEN Igo"QX0 145 5/0 X 96 9 7 6 6 SPACE VOOD FMIC t -wi-s/a #44 10 S 9 6 (1 A X J120K STRIP L�L-—11---6- 1; —7 X Do J41FTALLATIQN 12000 OXX XXXX 144-11/J6 7 10 9 7 ANCHOR SCREV 1) /1 16000 Ox"yXXX 11)9-31/16 .S6 it 14 1117 9 9 6 4 TWO BY VOTID UL08a UXXQ,XX);X P44-11116 A.9&1 14 14 6 6 6 A 6']JAX -RAIIE BY DMIRS la to TV13 AT fRAulail A Oil L 13 rkAbC SILL SLIOINO&LASS- 0 It DOOR Nazil;STRIP /o/ //o/ ox 'TION I 6'1 X A 0 TP,$- 'Umal a/uoy C,061 L(LJSP'8[Of SUFFICIENT Us.TO ELEVATIQN C7 )F V INTO FMWI(O IJEM06% EXT.1`11JISJ-1 a,1,04 COMERS&24,Ot. VIEWED FROM EXTERIOR ;Z 14W&-JA989 WOO DUO-51 1IX0 DOOR SHOWN �LuRlaa-uf-V-Al.Intl A&D EQL APPLICAIJON OF DUO-SIL PERWEIER CAUL9 0"Ll, XXXX DOOR SHOWN IPLY WIll SEA10 UJANUFACTUkER'S T"PERED GLASS BY OTH�R$ CAU111 BEHIND fIN AT WINDOW SILL, S41 SILL 114 BED (Typ') ""5"a X a Tar'5X 1 IL 1. 124GIE.',�Jrl 'AUNT FOR PE&WLIER SM AROUJIT) 6 Olb NDICA RO-] Of COMPLIE OR CAULK AD FLO111"32;IS4 KINCO, LTD. 1'�STALLIMCN AHCHCR SLIDING GLASS KINCO LTD OT LISTED IN ANCHOR QMT.USE DJA- C0nLRCTC BUM FRAHC JACKSONVILU', FLOWMA ICIIEV 11714 H r LARGER SIZE. fR P STALLATIO14 DETAIL %IODD FORE WETIINEG�' JANE IAAY VARY PER THE AEOUIRruENTS 5011P C014rRETE ak- IC $LlDmr, QLASS DCQR jj/j�ja By �ifjUp LUCIC Uj� FR.,E 'r FIN SINGLE HUNG VINI)OV 1440/ti(I & 1440/5011P ,RIS.SINGLE CLAZINO 13 5NOW),4 JjPCj4jjjG OX / N UXXO L XXXX IMTALLATI(itt DEI;,Ii QUALIFIED, BY 1271ILRS Nr-'TIZULL HART IFIEZT"W B11 41,61156/01 HANULL IIARTir-77NIEZ H; t-1- I -L -I— 'K` q FIN�WAO DO NOT REOUiR9 10, DISC J,LAT ON At C140PJ ME ONLY R40'i), vl:;�WWW r 15CALL. Poz 14 T S IVIL UT.S. E V61101 CIVIL 40 r I nr I 4718a RLY,LLTIM L' 4-11 0i QX� XV, XX DOOR SHOWN IRE,"