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Paradise Circle 911 OR CL E CZ CL 13 10 8 Q�$ 6 W tm �: e 8 CL 9 co CA IN CD CQ cc W CO CY 0 0 LL C: C13 4)(0 C4 4i (D 0j CL CL j'j It I K 6� 1P to mr—i. Nift— —I-. _Imp. lux= L6 84 SWOO NOW 0/ J L 40 <Woo, r7 of Aftnffc ftaich n lima L& This swoval ve"fles, zoning, subdivision a' nd ot I land development reoulations, but does so cordftte approval for the Issuance of pennitL Compftnos with Florida Suildirog Code OW gli CVW sppkable i0calt State and Federal pernftrtg must be verified by signature of the C of Atlartle Beach Sullding OfrwW priw io" Immmft of 4 JL Building PermlL U Q C. t7 - Approved&f. 01 ve!%Tpnt Date: TWO LL CY] Ica:C tm 66 R E V E. 0 ANTIC 3EACH CITY OF AT! . E c: a e S! (L W(L MAR 1 6 2005 JOB NO. 05-al-0064 Abaco Ke APPROVE0 SHP-ET TITLE SHEET 'CITY OF ATLANTT, BUILDING CFFICF COVER SHEET APk o AOF-O 12A lea A Jacksonville Beach Florida r I I I -W_ _4 r A2 .9 AS. ANCHOR SOLT FAS PASEN(ER) PAR PARAUEL 1. All work performed shall comply with all applicable Local and State BLd1ding codim 5. SIDINS&ROOFING A ABV ABOVE F F.B. FAGEBROX P.SD. PARTICLE WARD A Ordinances,and RegulatIons and all other authorities haft Jurisdic0on. A/C AIR C43NDMONING F.B.O. FURNSM BY OTHERS ACC ACCESS F.D. FLOOR DFIAIN PC.CONG. PRECASTCONCRETE P.E. PORCELAIN ENAM A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturers AC.T. AGMSTICAL TLE(CLO) F.E. FIRE EXUM04M PED PEDESTAL(SWK) ARCHITECTURAL requirements. AFF ABOVE FINISH FLOOR F.F. FINISH FLOOR(UNE) PERI PERIMiR 2. WnImurn Design Loads: A.D. AREADRAIN F.G. FIXED IMASS PKG PARKWO B. Install#15(min.)filit under all shingles. ADD ADDENDUM FG'L FIBERGLASS PL PLATE(HEIGHT) AOnO COVER SHEET FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FWW P.LAM. PLASTIC LAMINATE 10 P.S.F.Dead Load C. Nails only to be used for root shingle altadwnent. ADJ ADJUSTABLE FLO FLAMNO PLAS PLASTER No staples alkmed. AGO AGGREGATE FLR FLOORCM) co PNL PANIEL Alel INDEX, ABBREVIATIONS, SYMBOLS AND ROOF: 40 P.-S.F.Live Load A.H.U. AM HANDLING UNIT FLUR FLORRMNT(UGHn PNT PAI?ff(ED) 10 P.S.F.Dead Load D. Flash all roof to wall conditions. AL ABOVE LANDWO FN FENCE PR PAIR(OF) GENERAL NOTES ALT-ALTERNATE FND FOUNDATM PREFAB PREFABRICATED Verify design loads with local Building codes and conditions.Refer to Structural E. Gutters to be 5*(min.).27 gauge aluminum whh baked enamel finish. Downspout to be 4F ALUM ALUMINW F.O. FACEOF PSF POUNDS PER SQUARE FOOT Engineering for all structural details, FWs IM notes. .20 gauge aluminum w1th baked enamel finish. A.P. ACCESSIPANEL FIR FIRE PAIM PSI POUNDS PER SOUARE INCH co APX APPROXIMATE FPHB FIRE PROOF HOSE 13188 PTN PARTITION �jo ARCH. ARCHITECT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) LAY UT ASPH ASPHALT FR FRAMI%D)(MG) PV PAVE(D)OR PAVING 3. CONCRETE 6. INSULATK)N A.T. ASPHALTTILE FS FULLSIZZE PVC POLYVINYL CHLORIDE(PIPE) L AUTO. AUTOMATIC FTG FOOTINIG PVMT PAVEMENT AVG AVEMM FUR FURRE"W) PWO PLYWOOD A10 FOUNDATION PLAN A. Foundation types and des�gns may vary with the Individual perdnent soft conclitions on A. Provide R-1 I (Min.)batt Insulation In all exterior walls and R-1 9(mihimum)blown Insulation B36 3W WIDE BASE CAD. GA'GAUGE each lot. The Architect does not warrant or guarantee this buUng de*n in kw&ns (or batt and blown Insulation)In all ceilings or rafters adjacent to the exterior or to unheated Q.T. QUARWTU All MAIN FLOOR PLAN V) where Inadequate soils or landfill occurrences requ Ire specW or addiflonal design for spaces,plus R-1 9 at exposed floors. All Insulation to meet HUD minimum property spew. B BE) BWD G.G. GYPSUM(WALL)BOARD 0 structure or gas mffigation due to these oomirrences. R-1 I bafts at fireplace chase walls and under fimplace untL BF 81-FOLD(DOOR) G.C. GENERALCONT11ACTO11 A RISER(ON STAIRS) err. BffUMINOUS GD GRADE OR GRADING R/A RETURN AIR Al2 SECOND FLOOR PLAN 13LKO BLOGXkVG G.D.O. GARAGE DOOR OPENER BLDG BUILDING GF1 GROUND FAULT INTERRUPTER R.B. RUBBER BASE A23 ROOF PLAN BLK BLOCK(CMUs) GIL GLASSORGLAZING RAD RADIUS B. All design,reWslons,engineering,Installation and flabUlty of sol conditions,gas m*a*m BLKG BLOCKING GL.BK. GLASS BLOCK RBL RUBBLE A2A FRONT & RIGHT ELEVATIONS and wuctural designs due to inadequqte soils or landfill ocwrences shall be the BM BEAM G.I. GALVAWIZED IRON R.D. ROOF DRAIN responsibility of the*Builder-Developef or Ws subcontractons kwlved wfth ft design W 7. DRYWALL S.M. BENCHMARK GT GROUT REFR REFRIGERATOR Installation of such;and the Architect shall not be hold-We or responsi*for their BP BI-PASS(DOOR) 19W REQUIRED A15 REAR & LEFT ELEVATIONS It BRG BEARWO 42-H 4r 14014 paLL) RES RESILIENT C) Implementations. A. All walls to have 11r gypsum and all ceflirg to have 5/8"gypsum or 1120 ceiling board unless ORK BRICK REV REVSION(S)ORWMD A21 INTERIOR ELEVATIONS noted otherwise. B.S. BOTH SIDES HO HOSES111138 REINF REINFORCED(WO) H.C. HOLLOWCORE RFO ROOFWG BSMT BASEMENT HO HEAD OR WD R.J.9. REINFORCED JUNCTION BOX B. Use water resistant gypsum board for exposed walls and calling at shower and tub wall BTM OR ROT BOTTOM C. Contractor shall be responsible for size,location and Installation of rev1sed steel relnfomft areas teceMng fiberglass enckwe. STWN BETWEEN H.D. HEAT DETECTOR OR HIEAW DUTY RLG RALWG HDR HEADER per local codes or specific soil condhions,whichever Is mom restrictive. BVL BEVELED NOW HARDWARE R&M RANGE W/MICROWAVE RM ROOM B-W. BOTH WAYS HOT HEI1GW R.O. ROUGH OPENING Eial MAIN FLOOR ELECTRICAL PLAN 8. INTERIOR TRIM AND FINISHES to be selected by conndor. H.M. HOLLOW MErAL R.O.W. RIGHTOFWAY CAB CABINET HORZ HORIZOWAL R&S ROD AND SHELF(S) El v2 SECOND FLOOR ELECTRICAL PLAN 24) r*t D. Soil test must be approved by Goo technical Enginew prior to footing pour. C C.B. CATCH BASIN HR HOUR .5 CEM CEMENT CV VIA. HALF RCXJND ONINDOW) SC SOLID CORE POOR) co Go 9. D"S WINDOWS CER CERAMIC DETAIL V03 HS HORIZOINTALSLIDER S SCH SCHEDULE Ev i CF CUBIC FOOT C9 E. All concrele footings are designed to bear on minimum soil promrsof'3000p.s.f.and HTG HFATM 80 SMOKE DETECTOR > M CHAM CHAMFER HVAG HEATINGNENTRATING/AIR COND. shall be placed on firm,undisturbed soil 3*-60.mlnImum below grade. Contmdor to A. All patio doors-operable leaf Inside, C.I. CAST WM SEC SECTION HWD HARDWOOD(FLOORS) S.F. SOUARE FEFr 0 0 U- reinforce concrete fooflngs and poured concrete walls as required for specft soll condItim C.I.P.CONG. CAST-I&PLACE CONC. ADA FOUNDATION & WALL SECTIONS W 9:1*-* SF.GL. SAFETYWSS or local codes,whichever,Is more resMeWe. B. Door and window Infiltration shall be In accordance with kxml ordinance am shan meet CIR CIRCLE LB. IRONINQBOAW S.G.D. SLIDING GLASS DOOR performance standatds ANSVAAMA 101-88 for Metal windms DH-CQ forv"wkxlows CIRO CIRCUMFERENCE I.D. INSIDE 00AAETER C1 SH SINGLE HUNG OR SHELFr ADv2 ROOF SECTIONS 0 to and the CRF shall not be hm ftn 55. CJ. CONTROL JOWT OR CONSTRUCTION JOINT LLO. IN LIEU C)F ca SHT (DRAWING)SHEET' N CK CALK(ING)CAUMING) IJA- INSULATOMETAL I ME 0 CL CLOSET OR CENTER LINE INS OR INSUL INSULATEDUM) SHTHG SHEATHING ADa3 MISC DETAILS -0 3 F. All concrete shall attain a 28 day comprewlve&ength of 3.000 p.&I. Sim SIMILM ca (D IM CLG CEILING INT INTERIM SKL SKYLIGJHT ADn4 MISC DETAILS > C. Provide Insulating double' lazing at all exWdor glass areas wW tempered gim In all sliding- CLR GLEAR(ANGE) SL STELIGHT OR SLEEVE 0-9.) 9 CLS'CLOSU RE OR CLOSEFI(DOOR) JST JOIST(FLOOR OR ROOF) 0 C 0 0= G. Provide minimum 4!concrete cover at under slab utirby locallons. When concrete glass doors and In windows as per local codes. JT JOW SNT SE"NT CL 0. CM GENTIMSTER(S) ADS MISC DETAILS :3 encasemeni of utfifty lines Is required,,Increase slab thlelmess:at ft uft line. Install GMU CANCRETEMASONRYUNIT SPIC SPACER SPEC SPECIFrATIONS utilities lines well bekw skb. C.O. GASEDOPENING Ko KNOCKDOWN(CEtWo) SPK (AUDIO)SPMER(S) D. Caulk at all sash.sliding glass doors,entrance doors and bottom pWw(aA skies of COIL COLUMN KIT KITCHEN openings)and head flash aH windows and doors. COMB COM13WAMN KO KMOCHDIUT &ST. STAINLESS STEEL H. Provide Isatation joint material(asphaft impregnated)between foundaWn wails and all CONG CONCRETE KPIL KICKPLATE(ON DOOR) SM STANDARD Including patio, porch and sidkmalks. COND (AC)C43NDENSER KIS KNEESPACE STG OR STO STORAGE CONST.CONSTRUCTION STL STEEL 10. MECHANICAL&ELECTRICAL CONT CONTNUOUS LAM. LAMINATIE(4)) STR STRUCTURAL CONTR CONTMGTOR L LAV LAVATORY(SINK) SO SOUARE 1. Provide 7ip Stdr or tooled control joints where W11cated on to foundaWn pW*. CORR CORRUGATED LB-0. LOCATION BY OTHERS SUS SUSPENDED A. All electrical and plumbing requirements shall comply with k=1 building codes. All outi*w, CPR COPPER LIV LIVING S.W. SHEAR WALL bathroom and garage wall receptacles shall be provided with ground fault ckwit protection. C OR CPT CARPET Service pariets to be(min.)20 circult,100 amps 110 volt CBS COURSE(S) LL LIVE LOAD T TREAD(AT STAIRS)OR TLE 4. FFIXMING LP. LAMINAM pWWC T T.S. TOWER BAR CSMT CASEMENT G.ST, GASTSTIONE LT Leff T.S.D. TO BE DETERMINED L.T. LAUNDRYWB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO C.T. GERAM110TU A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceediing the CTR GEWMR OR COUNTER LTL LINTEL T.C.J. TROWELED CONTROLJOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. provide gray box for washer and provide solid metal dryer vent(taped-no soon)to LVL LAM VENNER UJMBER MEAMS) CX CONNEXTION TEMP. TEMPERED(GLASS) exterior. LVR LOUVER T&G TONGUE&GROOVE CY CUSICYARD 2800 psi In Bending.Fb M MeTERIS) TEL TELEPHONE NNW= 285 psi In Hodzontal Show,FV C. A!!&P.-wer and water sleeves to be depth and separation as per kxW code below effjacent 12M Ir DEEP THK THICK(NESS) 2,.00OPOOO psi In Modulus of Flzisd*,E jra&,. D D DRYER,OR DRAIN M. MAX MAX0AjW' T14R THRESHOLD MAS MASWRY DBL DOUBLE MATL MATERIAL T.O.C. TOPOFCONCRETE B. Unless otheirwise noted,all dimension framing lumber shall have an allowable bending DEGO DECORATIVE MG MEDIGINECAWJET T.O.F. TOP OF FOUNDATI1ON T.O.M. TOP OF MASONRY stress+875 p-s-l-v(1000 psi repe0m)or bettm D. Pr&.jf main sewer clean-out within W-05 Inside or outside of the buift Im unless noted DEM DEMOLISH,,DEMOLITION MECH MECHANICAL otherwisa. DEP DEPRESSED T.O.W. TOP OF WINDOW DET DETAL MFFL.MANUFACTURER TR OR TRN TRANSOM(WINDOW) MH MANHOLE D.F. DRINKNOFOUNTAINI TP TOILET PAPER HOLDER C. Unless otherwise noted,pirmidedo. E. In all buildings a cordinuous conduit shall be installed from the water meter to an extedor AAIN MINAAJAA VARIES remote water meter reader at a location to be approved by ft Water Deparomm The DH DOUBLE HUNG MIR MiRROR TV TELEVISION OUTLET OR LOCATION DIAM DIAMETER TYP TYPICAL 1. All truMs shall be securely braced both during erection and after pamonerd kwbdW*n In condu'bt shall be mpablo of accapfing a low Voltage minimum 2 conductor cable supplied DIM DIMENSION UISC* MISCELLANEOUS. a building In accordance with commentary and recommendations as published by the Truss and Installed by the electrical contractor.The cable shall be copper and a minimum#18. ULD MOULDING UG UNDERCUT(DOOR) Plate lInstitute. The water department shall make the connec*m. D.L DEADLOAD MM MILLUETER UNF UNFINISHED DN DOWN(STAIRS) MMB MEM10MME U.N.O. UNLESS NOTED OTHUMSE D.P. DAMP-PROOFING M.O. MASONRY("UNG DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY DR DOOR MOD MODULAR UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2. X40 hTglh density T&G,Plywood subtloor glued and naled. Panel span raft shall be APA DRY DRYER MACHINE URB MARBLE VB VM17YBMW 24/32, Exposure I.with sealed edges. Install per manufacturerg tpacing 6M- edge DS DOWNSPOUT V.S. VAPOR BORER MTL METAL VB36 360 WIDE VAN ffY BASE recommendations. F. Water service shall be I"minimum from each exkft sWA off Valve. D/S DRAWER STACK(CABIN" MT MOMTED(ING) VERT VERTICAL D.T. DRAIN TLE MULL MULLION OR MUU.ED VIM (SHEET)VOM DTL DETAIL DW DISH WASHER NIA NOTAPPLIZABLE V.S. VEOTABLESINK Y4w undedayment(minimum)under vinyl or tile on wood ftme ffm systems. G. All shower head heights to be 80'0 AFF at fiberglass dxmpers and W AFF at cerdn* DWO DRAVANG N N.I.C. NOTINCOMMACT V.T. VINYL TILE showem. LU DWR DRAWER NL MAILABLE W3630 36V X 3(rH WALL CAB NOM NOLOW W W WIDE OR WASHING MACHINE 4. mln!%;high density O.S.B.wood roof sheathing with"R c4s.APA PaW wW "N EA EACH N.T.S. NOT 706MALE be 201101,exposure 1,with sealed edges.Install per manuftdurW spacing and edge E ES EY ROW(FLAT ARCH) N.MV.D. HAT.GEOMETIG VERTICALoATom WC WATER CLOSEr recomonenclations. IMPORTANT NOTE: E.F. EACH FACE WO WOOD U. EXPANSKWJOW OA OVERALL WIF W4DE FLANGE(STEEL BEAM) 0 OBS.0BSWRE((Q1ASM wH'OYATr:R HEAWR ALL REFERENCES BY STRUCTURAL & MEP E-L ELEVATION O.C. ON CINTEFR W.H. WALL HUNG D. Root truss s!ystems shall be fabricated with wood choFds arW wood webs In are o dance w1b ELEC, ELWTFIIC(AL) oxm ovEWMo i cmwET ENGINEERING WILL SUPERCEDE ALL NOTES, E.P. ELEGTRICAL PANEL O.D. OUTWEDNALVER WI WROUGHT RON designs prepared under the supervision of a registered enginw. Ea EQUAL WIG WALK-IN CLOSET REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE 0.0.0. OVERNEAM GARAGE DOOR WIN WINDW E.W.C. ELECTRIC WATER COOLER ON OVMEAICD W/WK) WITH OR WUHOUT PLANS. NOTIFY DRA"ERS OF DISCREPANCIES & EXG EXISTING OPNG OPENNG WP WATERPROOF(IING) E. Roof trusses manufacturer shall submit 2 sift of sealed"p drowinp to builder for EXH EXHAUST OPT OPTOIAL W.R. WATER RESISTMT CLARIFY CONFLICTING INFORMATION. EXT EXTERIOR OSS ORIEWED46TR410 WMRD W.S. WATER SOFTENER approval of root trusses and beam WSCT WAINSCOT W.T.W. WALL TO WALL WWM WFLIDED WIRE MESH F. Min!/,"exteofor gmde plywood or OSB wood sheathing behind all nuisonty veneer,dTA paQ and cedar siding.See elevations for lomitions. Q. Pressure treated lumber to be.used where wood Is 1h contact vdth concrete and for 2X4 mid P— Nadu@ H. Exterior deck construction shall be with pressure treated lumber with dirnensions as Indicated on the plam. EARTH FORMULA: PLYWOOD ELEVAnON KEY OR SECTION KEY I SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER SANDOR GRAVEL FILL INSULATING SHEATHING *144 SQ. IN. I SQ. FT. !4 BLDG.CEILING (SF)X 144 = BLDG (SO. IN.) woo D STUD PARTITION BATT INSULATION BLDG, (SQ, K)/300= SQ. IN. OF VENT REQUIRED DETAIL NUMBER OR SECTION KEY SQ. IN. OF VENT REQUIRED 2 50%AT RIDGE&50%AT EAVES SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 X K:9-1 rV -)M IGID INSULATION 2. ,R R UNLESS OTHERWISE NOTED BRICK _9 WATER CLOSET ANGLE CONCRETE BLOCK CEWERLINE MAIN FLOOR PLAN 1256 SQ.FT. D U CONCRETE TUMHOWER 0 HB SECOND FLOOR PLAN 713 HOSE BIBB(FREEZE PROOF) -j Cn ILL Ci STONE 4- CCU: GAS LINE STUB TOTAL A/C AREA 1969 SQ.FT. .............. LAVATORY STEEL FRONT PORCH 162 SQ.FT. ca PENNY E ovs a. DIMENSIONAL LUMBER DOUBLE SINK LANAI 101 SQ.FT. PERPENDICULAR Mai GARAGE 469 SQ.FT. JOB NO. PLATE BLOCKING 05-131-00654 SINGLE SINK OTAL AREA 2701 SQFT. 0 ROUND OR DIAMETER FINISH GRADE WOOD aco ey SHEET TITLE SHEET GENERAL NOTES L REV A 0 I ENERAL NOTES 4D ABB I T1 NS SHEET INDEX r 0 ELECTRICAL MAIN FLOOR NOTES r [NOTE FLOOR) -slu I WINDOW GRILLS ARE STANDARD IN FRONT t 7 AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PARTITIONS A 6 ARE 31/2m ROUGH. 3. ALL ANGLED PARTITIONS ARE 45 :5 DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2xl2'sw/1/2" 1 R' PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED, W-00 5. 3-2x4s MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE 12!-8" sw 22!-,V NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION 414/20 VIA BEAMS,POSTS AND/OR SOLID T, ------7 BLOCKING. 7'-8n 01 61-W 2-7yi 21,6" T-11Y20 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED. = 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN, L 8. TRUSS MFG.TO SIZE MEMBERS,FASTENERS, HANGERS&SET SPACING FOR ALL TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST 48"k4ir GLS mx r H,8, ONE WINDOW IN ALL BEDROOMS TO HAVE 3060 SH 0 3060 SH @ @ 9W AFF A CLEAR EGRESS OPENING OF 5.7 SQ.FT. 90"AFF 90r Aff WITH MIN. DIMENSION OF 24m IN HEIGHT AND m =4 20"IN WIDTH; SILL HEIGHT NOT GREATER F R. 10. BALLOON FRAME ALL EXTERIOR WALLS to rn 0 (ABOVE 81-1")TO UNDERSIDE OF ROOF 1 3 low SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-O"VERTICALLY IN WALLS>V-11". 11. ALL HANDRAIL BALUSTERS TO BE BYPMS DOOR TO SPACED SUCH THAT A 4"SPHERE CANNOT ...... - - ------ BE SIZED BY 6=4 PASS BETWEEN BALUSTERS, SUPERINTENDEM17 26M PKT 12. ALL ELECTRICAL AND MECHANICAL MASTER SUITE 91-0"CJ-G, 40.5n EQUIPMENT&METERS ARE SUBJECT TO SO Fq 91-V x 91-OW KNE 91-011 aG, RELOCATION DUE TO FIELD CONDITIONS; 11'-6n X 15'-0" in m CONTRACTOR TO VERIFY. ca Pi v1q low 180 > m v-f 13. FOR ADDITIONAL NOTES SEE GENERAL X:20 2668 0 D/S D/S 0 = - NOTES ON TITLE SHEET& DETAILS. 0 a W bo 3-10" -x PTYPICAL WINDOW HEAD HEIGHT SHALL BE 14' Nt LANAI R/S 90"ABOVE FINISH FLOOR W.N.O.). .0 a 9 15. WINDOW MANUFACTURER TO TEMPER ALL C4 V-4 12'-8"X IY-On to:-t a I I rnp WINDOWS 2'WITHIN DOORS,OVER TUB& m 4>1 SHOWERS 7 WINDOWS WITHIN 18*OF THE 2L30 3-W 9141 CLG@ ti G� i= 0 FINISHED FLOOR. 0= V09,X SW 4 a.0. 2668 Picr arm 2668 (2)266a I-L R/S W/12"TRANSOM 13 OHC co x D/W 24m 39'0 REF. SPACE 1868 1 0"AFF 40.9 KNEBNALL INKW/ 9 -- (A W1 15a BAR TOP DISPOSAL I ILI- IN 9'"011 CLGe 7'4�X Y--9" D/S 3 T/2 21�68 P T 13 KITCHEN V-4 LIVING ROOM V-O"CLG. v- 13'-6n X 12'-1" a; VAULTED CLG. IN 19'-4"X 16-11" RANGE W/ -x 6 CONDENSER MICRO HOOD !46 1? 2068 rh In 1 0 Ln in 11% fillip I IP B/C - ---B/C 6..*.— 1 2030 SH @ OHC OHC 1 29 90%AFF 30M 51H 0 p d a WAIT EON n= 2668 17 @ 7.404 FOYER2M Z z: twoll a gam mat 9 Er-Ou X 4!-10w 80 G. 1 Cr COLUMN TO EI N W.H. AIC 3WO SH 0 90"AM I? to DINING ROOM 3068 W/(2)lir SL 9 I-PO"CLG. 11,4"X ty-v 3060 SH 0 901 AFF I? Sri, m 3060 SH 0 3060 SH 0 GARAGE 90"AFF 9W AFF 9'-0"CW. 1W-9"X 22-9" FRONT PORCH 19'-0"a-Go 191-r x 70 P4 P 4 8�j 13 Ln 11'-3 ----------------%-------------i SECOND FLOOR it N r1b 6 t W X VO.H.D. 2 X 6� ih .4. 10L TIP 1b j cri NtU. JL cr, C C-4 m 0 E 'FLOOR PLAN 1256 SQ.FT, 02 MAIN CL LL 0. A:- OND FLOOR PLAN 713 SQ.FT. -SEC Is 341 4'0 A 4!ftOm 4141 JOB NO. 05-BI-0064 to c., TOTAL A/C AREA 1969 SQ.FT. III-an 8,-On 2V-4" PORCH 162 -SQ.FT. Abaco Ke I If 40'0 LANAI 101 SQ.FT GARAGE 469 -SQ.FT SHEETTITLE $HEET MAIN FLOOR PLAN TOTAL AREA 2701 SQ.FT. SCALE: IM'=V-0" A2m 1 SM: 1/4'1�11.011 L r r MAIN FLOOR NOTES [NOTE—FLOOR] 1. WINDOW GRILLS ARE STANDARD IN FRONT AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR GLASS. S.MIS Ad cc= , 2. ALL UNDIMENSIONED PARTITIONS -P 8 ARE 3 1/2w ROUGH. E 79 8 3. ALL ANGLED PARTITIONS ARE 45 5 13 its R DEGREES UNLESS OTHERWISE NOTED. 4. PROVIDE MINIMUM 2-2xl 2's w/1/2" s 8 8 Orl PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING -lei WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4s MIN.AT EACH END OF ALL BEAMS AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS SHALL BE TRANSFERRED TO FOUNDATION cc VIA BEAMS, POSTS AND/OR SOLID BLOCKING. 0 6. ALL EXTERIOR DIMENSIONS ARE TO FACE U9 OF STUDS UNLESS OTHERWISE NOTED. fil r 7. ALL TRUSSES TO BEAR ON EXTERIOR =) WALLS AND/OR GIRDER TRUSSES UNLESS 2CV-4P OTHERWISE NOTED ON FOUNDATION PLAN. -lei 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, HANGERS&SET SPACING FOR ALL 1w_0 6`4" TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ.FT. m WITH MIN. DIMENSION OF 24"IN HEIGHT AND m 20"IN WIDTH; SILL HEIGHT NOT GREATER THAN 44"ABOVE FLOOR. 10. BALLOON FRAME ALL EXTERIOR WALLS V) (ABOVE 8!-1")TO UNDERSIDE OF ROOF SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-Ow VERTICALLY IN WALLS>8'-l". 11. ALL HANDRAIL BALUSTERS TO BE SPACED SUCH THAT A 4"SPHERE CANNOT PASS BETWEEN BALUSTERS, 12. ALL ELECTRICAL AND MECHANICAL &0 a EQUIPMENT&METERS ARE SUBJECT TO 9'-0"CLG. RELOCATION DUE TO FIELD CONDITIONS; CV rn 0- nr CONTRACTOR TO VERIFY, IWO m 13. FOR ADDITIONAL NOTES SEE GENERAL 9-0 NOTES ON TITLE SHEET&DETAILS. 001 2668 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE m a:I%- GUARDRAIL 0 4r A.F.F. ro..d;� LOFT *6 , 84"ABOVE FINISH FLOOR(U.N.O.). m C1 C 0(0 9'-0"CLG. w q* 15. WINDOW MANUFACTURER TO TEMPER ALL m -3"X IT-21" -5 t 13' WINDOWS 2"WITHIN DOORS,OVER TUB& > SHOWERS 7 WINDOWS WITHIN 18"OF THE 1.0 2p a 0 FINISHED FLOOR. 0 Oil a.CL Cil I (01 1 STUDY 9'-0"CLG. 3050 SH @ XN 6'-Ow X 14'-V 840 AFF 17 D 3050 SH @ 84"AFF 2X6 lag 189 0/8 D/S 9 1? 1-011 Cw, �D % 1-: 9 Cq ZD BATH 32pp LO 91-011 CLG@ U x F-Ion 2668 si-916 101-11y;e TuB tp BEDROOM 2 3 5091 1=011 Cw, 64.1 /0 9 84"AFF % V-34 0'/2-- V-1 2668 ly-81J Xflu % 2068 PKTw BEDROOM 3 91-011 (IG, 111-00 x W-lou R/S R/S 2 XT' W-0 WALL HEIGHT TV 2 X_6___ -to------- 241 F1* r% 3050 SK 0 3050 SH @ 811 AFF 84"AFF 4�4" 3r,4" W-10 4W 4r4/64 IN 2W-4m live rR1 �zl U. cc,4) T 0 MAIN FLOOR PLAN 1256 SQ.FT c.R.0 I a.U- 0. SECOND FLOOR PLAN 713 SQ.FT JOB NO. 05-BI-0064 TOTAL A/C AREA 1969 SQ.FT, FRONT PORCH 162 SQ.FT, Abaco Key. LANAI 101 SQ.FT. GARAGE 469 SQ.FT. SHEET TITLE SHEET MAIN FLOOR PLAN SCALE: 1/4"410011 TOTAL AREA 2701 SQ.FTO A262 SCALE: 1/4 L Mwal Cu A CC2L. 2 26%'t An C3 L2 0691 some 000 go 0 0 LL co a: 0 kbGE %4000 rL - -RIDGE L Go fu rAD.2 SLOPE SLOPE 01 8:12 8:12 CRICKEr SLOPE SLOPE 8:12 8:12 is co SLOPE 8:12 -i co in von V A. rc .41, _j 0) cc C4 co 3i 13.LL (16 wal JOB NO. 05-BI-0064 Abaco Key SHEET TITLE SHEET SCALE: ljf�l'of ROOF LAYOUT A2u3 L Fr 03 A r r &q. EXTERIOR Is O.is- ff Rt i!a ELEVATION NOTES [NOTE EXTELEVI m m 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE is ;a b PER ACTUAL SITE CONDITIONS. R 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. r SHAKE co =7IIi J co 9-1 iff PLT. ......... ............ ............. L 4" FRIEZE N 0-0" FIN.FLI t METAL ACCENT ROOF C4 Ir BEAM(TYP`).-.0/ w C4 79 C)*4 LAP SIDING 0 CM4 con 00 LL 100 COWMN(TYP), cd q TRIM(TYP) r BANDING 10 (Y-Ou RN.FL M CL F Ggni: SCALE: 1/4"�i .....rW_ 4& _2!111g�pas 4"FRIEE 0'-U' FIN.R.R, 9'-11/8"PLT. LAP SIDING Cn 4n TRIM(TYP) _j Cm 8�BAND(TYP) —V0 FIN.FL �cm .6 WDE o.T CL Li. (L JOB NO. 05-BI-0064 Abaco Key SCALE: 1/411 SHEET TITLE SHEET FRONT&RIGHT ELEVATIONS A2.4 EXTERIOR ELEVATION NOTES [NOTE EXTELEV] 1 GRADE CONDITIONS MAY VARY FOR as IMV INDIVIDUAL SITE FROM THAT SHOWN. BUILDER SHALL VERIFY AND COORDINATE C3 PER ACTUAL SITE CONDITIONS. 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS us SPECIFICATIONS.- 9'-j I LQ LP LT. L V) ............... ........... SHINGLES C) W-O" FIN.FLR. 91-11/81,PL TO co tv C.4 100 COLUMN 0 01 fWINDOW MM to a: tn rc,q�- C6 Cm op > 03 0 VIANDING 0= OW FIN.FL F- KALE: 1/4"=V-0" ............ Ahnift 9,-1 CNJ 71, 00 jille 0'-0" FIN.FLR. LAP SIDING 100 COWMN Cn q TRIM(TYP) 8"BAND PP) No I it.11 Jill 7 V-0"FIN.FL LL GRADE Cc XO 43 E IL LL (L JOB NO. 05-BI4)064 SCALE: 1/1'=1'm0" Abaco Key SHEET TITLE SHEET REAR&LEFT ELEVATIONS A2m5 m 9-1 Big]. r r g cc La 46 cp V) no NNW 31.911 21=611 31.,911 41,0011 3141 0, IX4 Cm C,.qmr 2X4 '2 Cm MICDrl m m§ W REMOVE AS NECESSARY V .9-1 00 HOOD Im FOR ELECTRICAL OUTLET SINK 450 ANGLED C1 C 0 w CABINET WC4 NMI Z;s m CD 40*511 % 39" REF 62 = 0 a.a. SPACE .00 -6%%d .0, =-4 4 RANGE M dor I I 0.0 70-F LIP %Ae Tft 1_00 40m5" E E A Imoll 1.911 1.911 2 2 3 216 3 ine i o n, TALE: 1/2"=14' L_Q A 1 0 0 Q _0:D 00 0, Ile I A".r C*4 00e 00 .001� C 11001J., AN r 1 6 2 0 11- 611 law it It 2. 0 6 1 6 2 0 ine eva ion er a ine i o n Ic KALE: 1/2" 1W SCALE: 11r=1'-V JW M V_ N r E 0 IL (L J013 NO. 05-BI-0064 Abaco Key SHEET TITLE SHEET INTERIOR ELEVATIONS A2m6 L D/ r ELECTRICAL KEY 1. NOO [NOTF ELECIMA A AA [0- SINGLE POLE OUTLET '0! m S2 al: DUPLEX CONVENIENCE OUTLET 8_v U.. COX C* DUPLEX OUTLET ABOVE COUNTER R tCc Wp WEATHERPROOF DUPLEX OUTLET 9:9 tCEM GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET w tm ZA HALF-SWITCHED DUPLEX OUTLET U.; SPECIAL PURPOSE OUTLETIJUINCTION BOX DUPLEX OUTLET IN FLOOR 220V 220 VOLT OUTLET OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH ve FOUR—WAY SWITCH RHEOSTAT SWITCH R DIMMER SWITCH DM REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT Mai LIGHT FIXTURE r H.B. WALL MOUNTED INCANDESCENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE 0 mw INCANDESCENT LIGHT FIXTURE —(>PC WITH PULL CHAIN ISM EXIT LIGHT mono EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE same, CARPET TILE If F LUORESCENT LIGHT FIXTURE 4ft-9 WITH PULL CHAIN fdop On Co TRACK LIGHT wp C%i EXHAUST FAN(VENT TO EXTERIOR) co C4 -2 cc;%j' nor EXHAUST FANtLIGHT COMBINATION 0>1 (D (VENT TO EXTERIOR) 0 0 t? SECURRY EXHAUST FAN WITH HEAT LAMP .4 (VENT TO EXTERIOR) Ron 0 ago 0 a-11 BTM @ Be *�g IWO 9 ca v % CHIMES m N t �S pq PUSHBUTTON SWITCH m wb LOW-VOLT TOP @ 72" CD JI (5 - SMOKE DETECTOR C 0 0 C MDC ni HEAT DETECTOR 4 CL a. CO2 DETECTOR THERMOSTAT SPEAKER Is OUTLET @ 42!' 11 PHONE(1-CAT3) e00000 O"a DDC(1-CAT5,1-RG6) sn"N. MDC(2-CATI 2-RG6) Owm.Omwa tsms' a ELECTRIC METER p ELECTRIC PANEL MDC Oee T 0 CARPET 9 1100. \0 CEILING FAN PREWIRE /a I0 O.Owleal. oaftbe-%,-%. \ \\ 3 (PROVIDE ADEQUATE SUPPORT) go" Alk ru MOO le CEILING FAN It LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) GFI GFI .1 0 a wp 10 in 1 0 v ELECTRICAL NOTES, Boom 0 INOTELELECTRICI ICL PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE .140 00 < RS AS REQUIRED BY NATIONAL FIRE P91ECTO PB PROTECTION ASSOCIATION(NFPA)AND MEETING THE w oa REQUIREMENTS OF ALL GOVERNING CODES j0 GFI PROVIDE AND INSTALL GROMIND—FAULT CIRCUIT-INTERRUPTERS FI)AS REQUIRED 13Y AIC is 2. (G NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK—UPSICUITOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS# ALL ELECTRICAL AND MECHANICAL EQUPMENT JI.E. H.B. 5. FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY N Fl f SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) a ARE SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. GFP ELECTRICAL DEVICESt ABOVE FINISHED FLOOR: la Onob. MOO 0.0. a SWITCHES OVER COUNTER 48"TO CIL WALL OUTLETS OVER COUNTER....... 48"TO CL 000 REMAINING SWITCHES 48"TO CL WALL OUTLETS 401011000040*02 don, 160TOCL ELEC. PANEL BATH VANITY BRACKET OUTLET ABOVE TOP OF MIRROR) *00046 88"TO CL owe 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) 48"TO CL so Fl FRONT DOOR COACH LIGHT 10 a 0 a 4 6 6 0 a 84"TO CL GARAGE DOOR COACH LIGHT, 411ft (ABOVE GARAGE FLOOR) ....... 84�TO CL DINING AND BREAKFAST FIXTURE..... 64!*TO BTIA Ole OF FIXTURE FOYER AND STAIRWAY FIXTURE A a 4 6 a 0 96"TO BTM OF FIXTURE 40".- Its, THERMOSTAT In 4 4 1 0 4 54"TO CL lk A. DOORBELL CHIMES 4100500 0 fees**I 84�TO CL u DOORBELL BUTTON LEVELWI 40;lsins ONO ones**am@ 6 6 a 4 0 6 nompa DR HANDLE 3- ;6ft'llmses ."'w* tn"' I ima 0.0 saw N 14., KITCHEN WALL HUNG MICROWAVE LL OUTLET 1 0§41*1 6 a 1 6 a l6q 0 6 4 me 0 be 76"'TO CL IF KITCHEN DISHWASHER RECEPTACLE, UNDER SINK r4 KITCHEN RANGE 0 4 0 0 4 a 0 a 4 6 4 24m TO CL % WOE KITCHEN REFRIGERATOR 480 TO CL 4 lk 0. 0. WASHER/DRYER OUTLET 48N TO CL JOB NO. 05-131-00" CL CENTER LINE 1 =FIELD VERIFY 2=MASTER BATH STANDARD 30"HIGH Abaco Key SaLE: \JA.N%V TO 13F—F(AISED 47 SHEET TITLE SHEET MAIN FLOOR ELECTRICAL El al AL --mij L: r IL V) xi X"b"I .- r ELECTRICAL KEY [NOTE�_ELECSWA -100 Cal SINGLE POLE OUTLET co DUPLEX CONVENIENCE OUTLET cc a- DUPLEX OUTLET ABOVE COUNTER R ad t0:Wp WEATHERPROOF DUPLEX OUTLET �#GFI GROUND-FAULT CIRCUIT-INTERRUPTER -8- T.-4, 15 DUPLEX OUTLET :IP HALF-SWITCHED DUPLEX OUTLET =Nei SPECIAL PURPOSE OUTLETIJUNCTION BOX DUPLEX OUTLET IN FLOOR r 220V 220 VOLT OUTLET OVERHEAD DUPLEX WALL SWITCH THREE-WAY SWITCH 140!) 3 FOUR-WAY SWITCH RHEOSTAT SWITCH w DM DIMMER SWITCH iu�l REINFORCED JUNCTION BOX L MR OF CEILING MOUNTED INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT FIXTURE V) RECESSED INCANDESCENT LIGHT FIXTURE pAjl:l RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE INCANDESCENT LIGHT FIXTURE PC WITH PULL CHAIN EXIT LIGHT V) C) EMERGENCY LIGHT FLUORESCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN Cm TRACK LIGHT T_ EXHAUST FAN(VENT TO EXTERIOR) Cq -2�d a CO M 03 EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTER4013) a 0 LL EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) Cl CHIMES w CV4 MDC m Em.-8 M 0 Crj PB PUSHBUTTON SWITCH C3 SMOKE DETECTOR CD 0 po 0�c @ HEAT DETECTOR CO2 DETECTOR THERMOSTAT SPEAKER PHONE(I-CAT3) DDC(1-CATS,1-RiG6) "N MDC(2-CATS,2-RlG6) ELECTRIC METER % ELECTRIC PANEL 3). CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) goof CEILING FAN/LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) cu GH ELECTRICAL NOTES. JNOTF�_ELECTRICJ C) :K IG PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE Pli TILE_CARPE�\ DETE AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT 2. CIRCU(T-INTERRUPTERS (GFI)AS REQUIRED 13Y NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES, ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3, DIRECT HOOK-UPSICUTOFFSO HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS. AL ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. 7V 5. FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCAT'ION DUE TO FIELD SD CONDITIONS. MDC ELECTRICAL DEVICES: ABOVE FINISHED FLOOR' SWITCHES OVER COUNTER 48"TO CL 41 WALL OUTLETS OVER COUNTER. 480 TO CL REMAINING SWITCHES . 48"TO CL WALL OUTLETS 4 0 peeve favollseell 16"TO CL BATH VANITY BRACKET OUTLET (1 11 ABOVE TOP OF MIRROR) ...... 88"TO CL WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS 9 @1 1 0 1 a 0 6 d 1 16"TO CL TELEVISION OUTLETS 16"TO CL EXERIOR GFIOUTLETS 0,too$to 0*960 160 TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48*TO CL - 07- FRONT DOOR COACH LIGHT . 84"TO CL b, GARAGE DOOR COACH LIGH,T, (ABOVE GARAGE FLOOR) ....... 84P TO CL DINING AND BREAKFAST FIXTURE 640 TO BTM OF FIXTURE ova FOYER AND STAIRWAY FIXTURE 96"TO BTM 9-P OF FIXTURE .&M A. THERMOSTAT 54"TO CL DOORBELL CHIMES 6101044 840 TO CL C3 DOORBELL BUTTON LEVEL W/ DR HANDLE If CM KITCHEN WALL HUNG MICROWAVE cn OUTLET ...... 76*TO CL U. Ci KITCHEN DISHWASHER RECEPTACLE, UNDER SINK Cm ell. KITCHEN RANGE .........0 0 6 w m ff 6 24a TO CL CD KITCHEN REFRIGERATOR IS 86 a 1 9 0 19 a 6 48"TO CL CS r. 0.2 0.u_ WASHER/DRYER OUTLET 48w TO CL JOB NO. 05-BI-0064 CL CENTER LINE I =FIELD VERIFY 2=MASTER BATH STANDARD 30"HIGH Abaco Key SCALE: 114! V'ST VANITY TO BE RAISED 4!o SHEET TITLE SHE SECOND FLOOR ELECTRICAL L NOW-wlrlml� kN f tr'f Of I- I *11 16 oil CL ui z 0 ot r4r 29-r C) -77/ 141 1/zz r/4 4 C411 I 4 ft cn 0 j co co co L.Li 0 < :n 0 < m 0 m ca -dmm�- -sub. "am&. g! 8 SWPE lu on m 40OW-odRIEW Mob. m� a CV co Apo U 04 SLOpEjn f cm j 1% A L- NJ r 0 2 C) 00 %ul woo sit ca 3FP % PE14 SLOPE r La X co D/sp vub 0 —-1111111110 7 777 eme, H.B. 10 nx M NOT THE UNDERSIGNED (I*E* ENGINEER) HAS NO KNOWLEDGE OF ANY 61-r TO SUBSURFACE SOIL CONDITION REPORT: THUS, ALL FOOTINGS ARE DESIGNED AS SHALLOW FOOTINGS BEARING ON SOIL THAT POSSESSES A MAXIMUM 13EARING PRESSURE OF 2000 PSF. IF CONTRACTOR FOUND ANY DIFFERING CONDITIONS EITHER THROUGH SOIL REPORT OR SOIL REMOVAL, THEN ui ENGINEER OR UNDERSIGNED SHALL BE NOTIFIED AND POSSIBLE FOOTING > DESIGN REVISIONS (I.E. MAT FOUNDATION OR PILE FOUNDATION) MAY HAVE Q4 TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK, ku V1 Emmons"" 0 FOUNDATION LEGEND SCALE: 1/4 Vow 0 (SEE SHEET No. S-4 FOR STRUCTURAL DETAIL) z �D 0 8"x8"xl 6" CMU STEM WALL W/ zzzzie EQUNDATIQN NOTES. (1)#4 ROD VERTICAL ON 48" O*C. 1 DIMENSIONS SHOWN WITH INDICATE PLUMBING OR ELECTRICAL HOOKED INTO 20"(W) x 1 0"(H) OUTLET LOCATIONS, VERIFY WITH BUILDER AND/OR HOMEOWNER* CONC* FOOTER W/(2)#5 RODS CONT., 121CAL--.EWNDA31ON DETAIL C:> 20"(W) x 12"(H) THICKEN CONCRETE SLAB W/ (2)#5 RODS CONT. < IbMlgR-THQKEN SLM D 71" m 0 20"(W) x 12"(H) THICKEN STEP DOWN CORC E SLAB W/ (2)#5 RODS CONT, JOB NUMBER A��J K . INMIOR STEP DOWN DML SHEET NUMBER S-1 OF S-4.) /V CL L < ju) Ul i r Tw__ f__ Fi-v -q- 0.1 4 Sir, 4.0 t or TABLE FOR SHEAR WALLS FRAMING (GROUND FLOOR) THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE (A NOTED IN THE TABLE: I 7- 0 A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. (n B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR lX2 AN D 5/8 THICK BOARD RESPECTIVELY. (Zft)z I I-k. C) SOLE PLATE—COMCRETE SLAB ANCHORS SHALL BE 1/2 0 -rHolornocol). !S%6� Rbts As. swoom 60 �LAt� 0 slieeT S-01., 0J)D epmr- GROOTEO gnrs As izecqol ac�v 1-)%eo, zaow Cl < C14 DESIGNATION REQUIRED IL SINGLE OR SHEATHING TO STUDS FLOOR TO, FLOOR SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR, -SPACING ca ZOO 0,;Zo A 7/16" OSB V� ?I $ 6 12 6 0" 0.C. cc** SINGLE (BLOCKED) maj ui SLOPE% 8:121 B 7/16 OSI3 M —Ski i 2 SINGLE 4)l 12 60 O.C. (BLOCKED) cn oom, c 7/16" OSB 0 SINGLE 3 12 36" O.C. (BLOCKED) j (Z)ZXVP- CO > > 00 n co LLJ tp %400 -*ve *e r� 6 , ADD EPDXY GROUTED BOLTS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. uj ot� < C4 ADDITIONAL NOTES: 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE BOLTED PER DETAIL `113... OF SHEET No. S-4. mow dwow Of 2) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED tL_ ma__ AT TOP AND BOTTOM AS SHOWN ON DETAIL "A" ON SHEET No. S-4. CO F."". 3) FOR LOCATIONS CLOUDED As SHALL BE STRAPPED PER DETAIL "N" ON SHEET No., S-4. ?A 4) FOR LOCATIONS CLOUDED AS —4. SHALL BE STRAPPED PER DETAIL ON SHEET No., S cz eo. 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER DETAIL "E" OF SHEET No. S-4. A 6) ROOF TRUSSES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON C) &12 SCHEDULE 17 A 71 ON SHEET No. S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCE S ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. -x 10 RW me 0 7) INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED z AND CERTIFIED BY OTHERS. 13 JL E I -SLOPE 89.12 SC DULE A 4 r F ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE Z)Zit 10 ................. L OF BEARfNG WALLS (PRE—ENGINEERED FRAMING) M UTIL' IZING ALL THREAD STEEL RODS co 0 TRUSS No. OR UPLIFT TRUSS TO TOP TOP PLATE TO FOOTINGS Z DESIGNATION (Ibs) PLATE OR TO STUD ALL TRUSS ENDS A 600 "SIMPSON" CLIPS 1/2 0 STEEL RODS SPACED AS I EXCEPT ONES 0 H2.5Al SHOWN-ON.SHEET No. S-3 OUTLINED BELOW 601 1200 (2) H2.5A. "SIMPSON" CLIPS 1 2 0 STEEL RODS SPACED AS SHOWN ON SHEET No. S-3 USE (3) ROWS SCALE 1/4" VwwO' OF 12d COMMON 1% (3) LSTA36 "SIMPSON" 11 0.c. USE (2) ROWS 1201 4750 WTTon. #"SIMPSON". HOLDDOWN NAI LS 0 12 OF 1 Od COMMON STRAPS STAGGER NAILS NAILS 0 12" O.C. w ON BOTH SIDES. am-w..ft-sm- THRU (3) 2" x 12" TYPICAL OF (2) 2" x 6* THRU (2) 2' x 12" z TYPICAL OF (3) 2 x 10 SOLID SAWN LUMBER > SOLID SAWN WMBER (2) 1/4" A36 STEEL FLITCH PLATES .BEARING STUD REQ IREMENTS FOR BEA S/GIRDERS,* 0 Or z - son K" DENOTES KING STUD AND "J" DENOTES JACK STUDO ONO r ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED r USE (3) ROWS WITH (1 )K+(2)Jls AT END SUPPORTS OR (2)Kls AT 1/2 0 A307 MACHINE OF 12d COMMON BOLTS w/ NUT AND NAILS 0 12 to 0.c. 2"o STEEL WASHERS INTERMEDIATE SUPPORTS, LVL BEAM RE)UIREME TS kr\L ic STAGGER NAILS 0 12" O.C. SHOWN ON PLAN ABOVE AND DENOTED BY: #—K's Lu ON BOTH SIDES. 0 em%A C14 0 (3) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL (4) 1-3/4" PLY LVL z (2)._1-3/4 PLY LVL (2) 1/4w A36 STEEL 0 Lu FLETCHI PLATE < z CONN IL51 M < 0 NOT TO SCALE: BEARING STUDS REQUIREMENTS FOR BEAMS GIRDERS: 'Vitt## —now- JOB NUMBER t off LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No, 2. r f; (2) KINGS FOR FLUSH BEAMS OR (2) JACKS 2* SOL,ID SAWN LUMBER9 USE SHEET NUMBER PLUIS (1) KING FOR DROP BEAMS. -105 S-2 OF S-4 00000 M loop 0 z FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: z FELT OVER 7/16" OSB BOARD OR REFER TO ROOF PLAN AND EAVE 6 m 15/32"' PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF PITCHES FOR ALL HOUSES w AIR BAFFLE BTW EA TRUSS 12 TO MAINTAIN 1/2" MIN AIR SPACE FOR VENT VARIES --,—STRAP FOR TRUSS ANCHORAGE (SEE z 0 GALV. METAL do O.H. SCHEDULE "A" ON SHEET No. S-2) DRIP EDGE WRAPPED 5/8" GYP. BD. CLG. ALUM. FASCIA uj OVER 2x8 PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT ci :z STUCCO 2x STUDS 0 16" OC (MIN #2 r FRIEZE SPF) co uj PROVIDE MID—WALL BLOCKING FLAT %Romeo WISE 0 JOINTS IN SHEATHING m q< 7/8" MIN. LIGHT TEXT. STUCCO P.T. 2x PLATE VENEER OVER MTL LATHE AN D it >_ VAPOR BARRIER 3/4 PLYWOOD GLUED & SCREWED 00 TO 16" PRE—ENGINEERED FLOOR M >— TRUSSES OR T.J.1. JOISTS 0 24" OC m Ld co z ci (SEE FLOOR TRUSS ENGINEERING) Lli __j cn < m C) cn 1ST FLOOR TO RIM JOIST BY TRUSS MANUF. 2ND FLOOR (SEE FLOOR TRUSS ENGINEERING) STRAPPING PER STRUCTURAL 1/2 CEILING BD OR 5/8" GYP. BD TYP 1/2 0 THREADED STEEL RODS SPACED PER SHEET # S-3. Z) ,.w ADDITIONAL EXP. BOLTS MAY (n slot z BE NEEDED PER SHEAR WALL Ao -Px P TABLE ON SHEET # S-2, 0 i2 w x 2 co Cn �PROVIDE MID—WALL BLOCKING FLAT OEM 7/8" MIN. LIGHT WISE 0 JOINTS IN SHEATHING TEXT. STUCCO 0 10 VENEER OVER C:) Ism MTL LATHE AN D 2x STUDS 0 16" OC (MIN #2 (0. 6 m sa z ENO Rot VAPOR BARRIER SPF) Mai cn illillor P.T. PLATE w/ ANCHOR BOLTS PER '-0 z 7K 0) 0 STRUCTURAL 1=4 0 %4 E_ 4" CONCRETE SLAB WITH 6"x6"'xl0/10 W.W.F. TYP. (3000 PSI. cLn' # 4 CONT. FIBER MESH OPTIONAL). 0 m 4!SO.On. SLOPE GRADE AWAY ALL SIDES cl;6 #1, 00 6 MIL VAPOR BARRIER Mo x #4 RODS VERT. ON 4-8" O.C. & AT CORNERS. Mani a VERT. RODS SHALL BE HOOKED 601 INTO 0 X c FOOTINGS 0 BOTTOM AND 12 INTO SLAB 0 TOP. FOR HORIZ 20"'(w)x 10"(H) CONCRETE REINFORCEMENT, USE mom lee 1,x FOOTING REINFORCED MON I""., ., 9 ga. HORIZ. JOINT REINFORCEMENT O.C. (MAX.) (? W/(2)—#5 RODS CONT.. ON 16 "or Nt olull (2)4 1 .......... jQit�. 0 T 2 6 T WoL z CTIC a N OCR STEEL RODS SCALE: 1/2"alam011 1/2"0 THREADED CONTINUOUS FROM TOP PLATES SCALE* 1/4 VIIII@ 0' TO CONCRETE. SPACE ON 60"0*C* OR AS SHOWN ON PLAN. SEE IMPORTANT NOTE: "J" OF SHEET Nos, STM4 DETAIL REFER TO ROOF PLAN AND EAVE FOR TYPICAL BOLT RUN* illillillillillllllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlililillillllllilljlllllllllllI SEE DETAIL "L" OF SHEET Noe S-4 DETAILS ON SHT AD.2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES FOR TOP CORNER BOLT INSTALLATION9 30# FELT OVER 7/16 of OSB 12 BOARD OR 15/32" PWD VAIRES SHEATHING. 16 STRAP FOR TRUSS ANCHORAGE (SEE TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR AIR BAFFLE BTW EA e ()-H. SCHEDULE "A" ON SHEET No. S-2) TRUSS TO MAINTAIN 1/2" MIN AIR SPACE ALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ; FOR VENT uj THE SHEAR W CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: GALV. METAL NG "0 STUDS NAILING SHALL BE 8d COMMON NAILS. it A) WOOD SHEATHI it 1/2" CEILING BD OR 5/8" GYP. DRIP EDGE tu If B) GYPSUm BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER BD TYP WRAPPED ALUM. NAILS FOR 1/2 AND 5/8" THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 uj 1 -1/4" TYPE S OR Ws #6 SCREWS FOR EITHER BOARD THICKNES cn PERFORATED z 0 VINYL/ ALUM. F=- < DESIGNATION REQUIRED SINGLEOR SHEA11HING TO STLIMS SOFFIT SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIEZE 1/2 0 THREADED STEEL RODS 0 7/16" 0sB SPACED PER SHEET # S-36 —PROVIDE MID—WALL BLOCKING FLAT IL SINGLE 6 12 (BLOCKED) CL ADDITIONAL EXP. BOLTS MAY WISE 0 JOINTS IN SHEATHING X BE NEEDED PER SHEAR WALL 3: 0 0 0 TABLE ON SHEET # S-2. x STUDS 0 16's OC (MIN 0 os . 0 7/16 8 #2 SPF) z 04 AN. SINGLE 4ft 12 �j C;d 0 (BLOCKED) 7/8" MIN. LIGHT En TEXT. STUCCO lier P.T. PLATE w/ ANCHOR (0 z 0 BOLTS PER cn 0 VENEER OVER t STRUCTURAL VAPOR BARRIER 4" CONCRETE SLAB WITH rip AD 10 NAL N OTES: LLJ u- 6"x6"x 10/10 W.W.F. TYP. LAJ cn # 4 CONT. (3000 PSI. FIBER MESH Ld ALL EXTERIOR 'WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED OPTIONAL) e.194 .. . . -- - - -N __j 10M AS SHOWN ON DETAIL 'PF$p ON SHEET No. S-4. 0 It. %0 SLOPE GRADE sm AT TOP AND 13�1 X AWAY ALL SIDES OA N 2) FLOOR TO 6 MIL VAPOR BARRIER FLOP STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, ---------------- < Illsimps ""ON SPAkD AT 32 O.C. AT BOTTOM AND ALSO APPLIED AT TO P #4 RODS VERT. ON 4t8 O.C. & AT CORNERS 11 m PER DETAIL �N SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE < VERT. RODS SHALL BE HOOKED 6 INTO HEET Noe S-4 n., is IL "L" OF S SUPPORTED BY F�OOR GIRDERS AND ARE FOOTINGS 0 BOTTOM AND 12 . 0 SEE DETA LATION* A CONTINUATION OF FIRST 20"(W)x 10"'(H) CONCRETIE INTO SLAB __3 0 FOR TOP CORNER BOLT INSTAL FLOOR WALLS. EX.ERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 0 TOP. FOR HORIZ. REINFORCEMENT, USE 9 qa. HORIZ, JOINT REINFO Y" ON SHEET N( S-4. W/M-0 RODS MIA�. , RCF_VFRT ON 16" O.C. (MAX.) .,i, $$test,,# JOB NUMBER WvA 1#00,0 t OV mom 14: 4 'r Oil LE* SCALE-r 1/2 V All SHEET NUMBER J- S-3 OF S-4 Z *0 "c", of#,#feet I I I �Iffww T F I I Ltvj do ,ge Loaft Ft.,Floorman ease va,"Scis Ft% 1/2"0 THREADED STEEL RODS Roof.,.,,,8860620NSq* SPACED PER SHEET j S-3. 1/2"0 THREADED STEEL RODS ADDITIONAL EXP. BOLTS MAY SPACED PER SHEET # S-3 *UNDS04 I nads BE NEEDED PER SHEAR WALL STUD WALL ADDITIONAL EXP. BOLTS MAY. 11vX1_M_A%_M1 - , - * 7 !.1 Per FBC-20018688606001" BE NEEDED PER SHEAR WALL < '1'77 Be Second Gust vwnd VelocRy SIC99 691111 Building TABLE ON SHEET # S-2. #4RODS CONT. Category TABLE ON SHEET # S-2. 1(importance FactoWl.09%Mnd Exposum 4" CONC. SLAB W/6x6x10/10 W.W.F. 0(4 f 1"aMf514 Enclosed Building)- EXPANSION JOINT :5 ft, -vl=(+)0rt-)0.18 4 Uj W STUD WALL RECESS SLAB 3/4 x 10" WIDE 3. Components&Cladding Design Pressums PREENGINEERED ROOF TRUSSES I AT GARAGE DOOR +14.9 Pef 6 MIL. V.B. OVER CLEAN, Roof(Anywhere)=.65A P4 0 to is Anywhere Else GATOR NUT WELL COMPACTED TREATED FILL 6x6x10/10 W-W,F. M laj5vt is within 4 ft.of COMOM,Zone 664 6x6x10/10 W.W.F. Ott Walls Zone Ott fleEm" UPI 1 1 CS4 mll_ - Pressure(Infi 4k A at,sq. d .re #4 RODS VERT. ON 48" O.C. AT CORNERS. Effective Win... 3"x 3"x 1/8" 45.7 40.2 STEEL WASHER VERT. RODS SHALL BE HOOKED 6" INTO ood 4 10.0 011 FOOTINGS 0 BOTTOM AND 12" INTO SLAB co- ".2 _47,2 2 oo'*% I I E 4 20.0 ...... 0 TOP. FOR HORIZ. REINFORCEMENT, USE C-4 z 42.8 ".7 (2)-#5 CONT. HOOKED 50.0 HURRICANE STRAPPING PER TOP PLATE 9 go. HORIZ. JOINT REINFORCEMENT (2)-#5 CONT. HOOKED 4 SHEET # S-2 & 11ED AT CORNERS, "A" ON OF WALLS it & TIED AT CORNERS 10090 39.8 44,3 SCHO ON 16" O.C. (MAX.) MIN. 18 12 MI N. 18" 4 AEV a 1060 45.7 -5 1 5 20wO ",2 .54.5 48" (MAX.) OR 5 5000 42.8 -51.0 CONSULT ENGINEER TURN DOWN SLAB DETAIL 5 IWO 39.8 47.2 1/2*0 THREADED STEEL- 20"(W)x 10"(H) CONCRETE FOOTING TURN DOWN SLAB DETAIL 0 GARAGE 6 tows from the building surf=06 REINFORCED W/(2)-#5 RODS CONT. lit" rd and away ROD PER SHEET # S-3. 6 IRV '71 EXCEPT 0 GARAGE 1) IT IS T14E WTENT OF THE ENGWER THAT THIS WORJ( SE IN COWORMANCE WITH AU_ OE01M)MM, OF THE AV"ITIM HAMG JURISDICTION OWIR THtS TYPE OF 6 It rPICAL FOUNDATION DETAIL CONSTRUCTION AND OCCUPANCY- ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE STEEL COUPLER LLJ WITH ALL APPUCABLE CODES AND REGULATIONS# LLJ 2) THE CONTRACTOR SHALL, VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR 7/16" OSB NAIL W/ CORNER DETAIL LM j TO COMMENCING WORK- 8d COMMOM NAILS TO /-6x6xlO/10 W.W.F. Ott Fjj3jg(rMF < V) < (N.T-S) 5" C.D LAJ (j 3) CONTRACMR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL :z Co TABLE ON SHEET # S-2. V) 0 J. 0 PLATES, OPENINGS, SLEIEVES, HANGERS, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY' A. ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. 0 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR OD M RIM JOIST OR BEAM SPH, "SIMPSON", STRAP >_ REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. M 2"x6* SPF #2 0 1 ra" O.C. TOP PLATES (2)-#5 RODS CONT. ICAL AND M 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYP T DED TEEL RODS SYSTEM k M r--) cn ILAR SITUTION ELSEWHERE IN THE WORK 1/2"t THREADED STEEL SHALL BE CONSTRUED TO APPLY TO My SIM ROD PER SHEET # S-3. INSTALLATION INSTRUCTIONS EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. L.Lj _j STEEL COUPLER INTERIOR STEP DOWN DETAIL 0- I__ < 6) SUBSURFACE SOIL CONDITION INFORMATION IS NOT AVAILABLE. FOUNDATIONS WRER DESIGNED 0- < U FOR A 2000 PSF SOIL 13EARING CAPACITY, CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36, "SIMPSONt', (3) CONTINUOUS STUDS M C:) C) V� CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIREC,TLY DETAILS OF THIS SHEET. ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS SEOUENCE TO INSURE T'HE SAFETY OF THE BUILDING AND ITIS COMPONENT PARTS DURING ARE USED. POST STRAPPING 0 TOP §.TRAPPING O_ TOP ERECTION. EPDXYGROUT 2) CORNER LOCATIONS SHALL BE PER DETAIL V ON THIS OLTot) OLTS&) 1/2"t THREADED CONSTRUCTION NOTES: SHEET. STEEL ROD SOLE PLATE SHALL BE .0_ r ANCHORED TO SLAB W1 1/2"0 CORCRUL 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIIRED 41 SPH, "SIMPSON", STRAP 20 STUDS'' THREADED ROD BOLTS SPACED co 6"x 6"*OR 4"x 4" POST 0 16* O.C. PER SHEET # S-3. ADDITIONAL 1) ALL CAST ON PLACE CONCRETE (EXCEPT SLAB ON GRADE) SHALL HAVE A MIN. OF 3000 PSI PER DETAIL "J" ON THIS SHEET AND PER MANUFAC-rURER'S I EXP. BOLTS MAY BE NEEDED CONCRETE FOOTING RECOMMENDATIONS. A "'SIMPSON" PER SHEAR WALL TABLE ON SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI But 9 6x6xl 0/10 W.W.F. COMPRESSIVE STRENGTH AT 28 DAYS POST ANCHOR SHEET # S-2. 14 11.4 CONCRETE. 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A36 THREADED STEEL9 GAL.VANIZED. DISTURBED ORGANIC SOIL AND UPON EITHER THE SURFICAL SOIL DRILL 6" INTO CONCRETE 2) FOOTINGS SHALL BEAR 13ELOW 4,4' COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR OR UPON STRUCTURAL FILL TY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE MAXIMUN DRY DENSI POST STRAPPING 0 BOTTOM ANCHORAgg IQ &a 0 BgMM Id BOTTOM OF THE FOOTING- BOLT RUN D.ETAIL (TY�). CKT&) ftT1I (2)-#5 RODS CONT. don 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILSO (NTo&) Mott WHICH WILL REQUIRED PROPER COMPACTIONg OR IN COMPACTED STRUCTURAL FILL THE BEARING 20" r ,f) 0 LEVEL SOILS, AFTER COWPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIMED INTERIOR THICKEN SLAB DETAIL PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING ^A POST STRAPPING ^N 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM TOP & BOTTOM NDARD PRACTICEs LATEST EDITIONS. 0 ACT 315, ACI 318 AND CRSI MANUAL OF STA (KTZ) MISC. FOUNDATION DETAILS G 10=4 0 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE z LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS OTHERWISE NOTEDO 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN. FOR REINFORCEMENT. H2,5A, "SIMPSON" FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5A, "SIMPSON" H2.5A, "SIMPSON" CLIP (TYP) OR C) .,,CENTERED CU P (TYP) OR CLIP (TYP) OR ROOF TRUSS IIIII/ HEADERS PER SHT. # S-2 H2-5Av "SIMPSON" 0 C) %Al ....... ROOF TRUSS SEE SCHEDULE "A" SLAB ON GRADE.. ROOFTRUSS DULE "A" SEE SCHEDULE "A" SEE SCHE ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS CLIP (TYP) OR 7) HORIZONTAL BEAM AND FOOTING BARS SHALL BE BENT V-1)" AROUND CORNERS OR ON SHEET # S-2. ON SHEET # S-2. SEE SCHEDULE "A" z (TYP) ff%I F `-.0" LAP SHALL BE PROVIDED.* ON SHEET # S-2. CORNER BARS WITH 2 . NECESSARY TO SUPPORT MP6 I 8) CONTRACTOR SHALL PROVIDE SPACERSr CHAIRS9 BOLSTERS* ETC SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES REINFORCING STEEL SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 LATEST EDITION, UNLESS DETAILED LSTA36, "SIMPSON", OTHERWISE ON THE STRUCTURAL DRAWINGS. STRAPS 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 112"0 THREADED STEEL 1/2"0 THREADED STEEL 20g x 24" LONG ROD PER SHEET S-3 TWISTED STRAPPING co FOR CONCRETE" ACI 318 LATEST EDITIONI AND "SPECFICATI.ONS FOR STRUCTURAL CONCRETE CS20, "SIMPSON". ROD PER SHEET # S-3 FOR BUILDING" ACI 301., STRAPS. SEE SHEET # S-2 MASQNARY: FOR # OF STUDS. 0 Z SHALL BE ASTM C90-751 HOLLOW LOAD-BEARING CONCRETE SEE SHEET # S-2 1/2"0 THREADED STEEL 1) CONCRETE MASONARY UNITS FOR # OF STUDS. ROD PER SHEET # S-3 MASONARY UNITS, TYPE Is GRADE N-1v NORMAL WEIGHTt WITH A MIN. COMPRESSIVE STRENGTH ir OF 2000 PSI ( f ' M oM 1500 PSI ). LTT191 "'SIMPSON", HTT22, "SIMPSON HOLDDOWN 2) MORTAR SHALL CONFORM TO ASTM C270 MD BE OF TYPE M OR S. HOLDDOWN JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH J L_ CONCRETE SLAB 3) HORIZONTAL, MASONRY 6 in. LAP AT ALL SPLICES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C., AL V.P K A WOOD E 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EXTERIOR WALL OPENINGS K EXTERIOR WALL OPENINGS E DOOR JAMB B 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS SAWN LUMBER LAM. VENEER LUMBER STRAPPING 0 TOP & BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT STRAPPING 0 TOP & BOTTOM ANCHORAGE 0 TOP & BOTTOM AIL C Fb 19120 PSI Fb = 2,500 PSI (NeTbSo) GARAGE DOOR & OTHER LOCATIONS SHOWN (NT.S.) JAMB STRAPPING 0 TOP & BOTTOM Fv 90 PSI Fv = 285 PSI ON SHEET S-2 OF THE DRAiMNGS (N.T.&) (N.T.S.) Fc1 565 PSI E = 1,9009000 PSI (N.TS) Fc 19455 PSI E 11600*000 PSI j 3) ROOF & WALL SHEATHINiG SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. E-I 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARYt CONCRETE TOP PLATES t4 0 OR SO`1L SHALL BE PRESSURE-TREATED. SCHEDULE "C" H2.5A# "SIMPSON"t CLIPS (TYP) OR 014- SEE SCHEDULE "A" ON SHT. # S-2 5) CONTRACTOR SHALL PRCMDE ALL FASTENING DEVICES NECESSARY AND SUITED FOR EACH RECOMMENDED STUD SIZES AND SPACING BLOCKING REO'D. ROOF TRUSS NOT JECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM BETWEEN OUTRIGGERS SHOWN FOR CLARITY 16 APPUCATION. FASTENING SUB 2X4 ISLOCKING,*SHEATHING JOINT 2x4 OUTRIGGER U) a A-153-80. WALL PLATE HEIGHT STUD SIZE SPACING 4" FIROM GABLE END 0 48" O.C. HURRICANE CLIP H-2.5 CONT. 2x4 SCAB FROM TOP TO to U-HANGER OR EQUAL 0 48" O.C. BOTTOM CHORD TO SERVE AS NAILER ITH A.I.S.C. SPECIFICATIONS. 8'-Om THRU W-10" 2x4 16 7/16" STRUCTURAL ROOF SHEATHINIG 2x4 BARGE RAFTER CONT. FOR X-BRACING 0 8' O.C. 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY W PROVIDE CLIP FOR 400 Ibs. OT-DIPPED GALVANIZED TO ASTM A-153-80. -0I FASTENING SUBJECT TO MOITURE SHALL BE H BOTTOM CHORD OF COMMON OF LATERAL SHEAR .0.0000 SHINGLE STRIP 10'-0" THRU 14'-0 2x6 16 TRUSSES 0 24" O.C. .00 e T POINT OF SUPPORT. FASCIA BOTTOM CHORD OF GABLE SPHI "SIMPSON", STRAPS 7) SOLID BLOCK ALL JOIST AND RAFTERS A - 14 THRU 18'-6" 2x8 16" U 12d NAILS 0 W O.C. END TRUSS 0 32" O.C. 8) GRADE OF LUMBER TO (BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 .0:e 12 2x4 X-BRACING 0 W-V O.C. TOP CHORD OF GABLE END (3) 12d NAILS 19'-0" THRU 221-0* 2x8 INSTEAD OF SYP #2. 1 TRUSS DROP 3-1/21' 200 12" 1 DOUBLE TOP PLATE I --1 21-0"-401 THE PLATE HEIGHT REPRESENTS THE VERTICAL 2X4 SCAB CONT. TOP TO MAX. BOTTOM CHORD 0 8 ft. OPENING UNINTERRUPYED SPAN LENGHT OF THE STUD. FROM GABLE IF HORIZ. CONTINUOUS BRACE CAPABLE OF TRANSFERING LATERAL LOADS TO SHE CONT. 2x4 SCAB FROM MP TO "SIMPSON" ULE AR WALLS BOTTOM CHORD 0 X-BRACING 2x4 BLOCKING 0 48* O.C. BETWEEN LSTA36, SCHEDULE "B" MISCELLANEOUS FASTENING SCHED GABLE END TRUSS AND FIRST SPACE 0 32" O.C. DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE 2x4 SCAB IF VERT (PROVIDE ADDITIONAL 2008 AT COMMON TRUSS NUMBER-OR SPACING DOES NOT APPLY. VERTICAL IF HIGHER THAN 48" (MAX.) CONNECTION FASTENER WES IS NOT PRESENT TO FORM AN "L" SHAPE) CONT. 2x4x8y2 SYP, LATERAL TOP OR SOLE pLATE To ,STUR, END NAIL 16d COMMON 2 (3) 12d NAILS (TYP) BRACE 0 48 IL 8d COMMON 4 AT X-13RAONG BOTTOM CHORD OF (3) 12d NAILS STUD TO SOLE PLATE9 TOE NA GABLE END MSS 10d COMMON 24" O.C. DOUBLE STUDS9 FACE NAIL M I _j E-I 'E NAIL I Od COMMON 16" O.C. V4 (2)-2x4 TOP PLATE SHOE PLATE DOUBLE TOP PLATES, FAC, 2-16d OR 3-10d COMMON ISOMMIC VIEW Ld F__ U) TOP PLATES, LAP AND IN1rERSECTIONS FACE NAIL SCHEDULE "D11 CONT. 2x4xW #2 SY SHOWNG LATERAL BRACE TO CONTINUOUS HEADER, TWO PIECES 1 6d COMMON 16" O.C. ALONG EA. EDGE FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LAWRAL BRACE 0 4e O.C. 2x4 STUDS 0 10" O.C. GABLE EW IRUSS 7/16" OSS ON Ist. 2x4 BLOCKING 0 48" O.C. -PLATFORM FRAMING- < (EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS) NAJLED ON 4"/12" BETWEEN GABLE & FIRST TRUSS SUPPORT BEAM OR PLYWOOD & PARTICLEBOAfRD SHEATHING: GIRDER PER SHEET # S-2 - - - - - - - - - OPENING WIDTH IN FEET CLIP 0 48" O.C.. CLP MUST M < ROOF 7/16" OR GREA'FER 8d COMMON 6" O.C. EDGES & 1_011 PROVIDE A MIN. 400 The OF SHEAR. cf� 8" O.C. INTERMEDIATE UP TO 3 S-l" THRU 6'-0" 6`-1" THRU 10'-0" WALL 7/16" OR GREATIER 8d COMMON 6" O.C. EDGES & LINTEL (3)-2x8ts (3)-2x1IYs W-20 2s PLATFORM FRAMING H 12" O.C. INTERMEDIATE GABLE END JAMB USE TWO (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED rb 8d COMMON 6" O.C. EDGES JOR NUMBER FLOOR - 3/4* T&G PLYWOOD 12" O.C. INTERMEDIATE TWO (2) PLATES WITH A 1/2" PLYWOOD FILLER MAY BE USED INSTEAD OF STUD TO STUD STRAPPING NOIE; THE THREE (3) PLATES MENTIONED ABOVE, UNBRACEID LENGM OF X-BRACING MAY (N.T.S.) NOT EXCF-ED.10 ft.. IF LENGTH DOES t, EXCEED 110 ft., ADDITIONAL SCAB IS REO#D. SOLE PLATES. OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SHEET NUMBER fE S-4 OF S-4 47 HREA S Product 1katings Effective.*., mmirch :aOO2. LROWJCT LINE RATINGiRst) SIZE r1n) M40/50 SH +30 .35 53x78 Standard sinale,huncr +030 -35 36x96 M40HP/501Q—SH +50 0`0 5.3;,r.63 19gh ID cc sinste huntr +50 -55 53061/4 +35 -35 53x96 TW—SH, +50. r*q -�)0 . 5308 Tilt sash singarle hung j -35 53x96 TS—SH .+50 -50 53x96 Tilt tennal break single himg W—SH +70 -70 5303 Impact single-bung RW HP +35 -35 127x6l Ifigib perforinartce horizontal slider RWXHP +55 -55 7A_x5 1 Extra higb P erfounance hon"Zontal slider +45 -45 112x63 fv=1415 SOD +35 -35 90 4068 panels Standard sli&g glass door +30 -36 3080 PaAels 21P Sill MV31415 HP SGD +45 -45 4080 panels' High perf0munce sliding glass door 2-1)2"Sill JVL7J3/4/5 3W SOD +55 ;55 1 5086 panels Extrwhigh poxfonnance slid' glass door M9 2-1/2"t Sill Ir or 5'miq'de panels not availablel'on 1v13&5 Revised:D4104102 go N CAMX ffEMIRD -09 vilmov M st rflikilua SIB SCR01 JUSTALATIM-1 4"Iclitiq IJWD)(UP; A1,101tw COKRETC OR HASUNRY y0401w fill BY 011frRS OPENING DIF 01"CAS %11 a IN 3/160]))A.CON"ETC: ........ 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UMk4l SIM V 0 '90011D 5243 010 IT102 II(JAP 13F CO""CREIE Olt CAMK 1<1 co LTD* %MiT rQA PERIWER SEAL JL KINCO, LTD -umwivitu.narla;s1w INSTALLATILIN ARCHOR SLI 14 WSS JACKSO V10, FLORIDA OT JJSTE0 Of MCHOR CKIST.USE 346' OW C1114tRL-TC FRAHE 40 .6 JMA I lb 10H HIA IMCER ML SMIJ MV430(TYP.) DUCK OR rRAIIE ir J INSTALLATION DETAIL 11006 FRAME WCHING SLIDING GLASS Dq(IR II/Tt/0 BY U000 CONCOME l2k o vxqy ri" SINGLE H XX0 t. XXXX It :R uE ittowatuas P UNG 0411MI U40/50 t IA40/50HP HASMIRI OPOHIG Effiflo Ox XX e QW-4 0 ISIALLATIM 900 S.311CLE manic Is SHM10 It E(L AWIL HARIFNEZ IDD tll/06/01 R13 12/4,11101 f FIN JVJ693 00 IMT RgOLARE =AW SEC 111114 Q Ft VAT,htj MAT01 ARMORS ARE VAY 11100. ClvfL ILT.S. CIVIL q SHEEF. =Z 47102 ox; Xul XX 4-21132 w 2 ww'ATLIC lip #I tc S I 2 BY V000 ACK x 11194011 nUA, 3/16t frfl WIN VIM 11 [N NJ I y MIS WIL K 191AHO 01Y At WIN MWED IT A Wr 01 74,5631 / . - --- -- - WA#gq jai K g1p rm Jr at (2)PER IAP AB I Su It[fit 119 11 W.a US N, I m I 10 11 1/4, GP W, 901 VAN 911PAIR r6im Liful o750' Is KIM I ml Is 111010 t16-0 nsf Pat Ne -No oor nomadsm- t IF A MATERIALS LIST mapili Pei lad - mms HKAD.141 EV-12 111C X.4 9/LLHkI 10 1[0 6 4 EV-10 1.IA"�4 9/16'WQ-it 91 DID TmLD IV-13 I IN x.4 92 - rd slfn-- INTERIOR79�/16 Saw la - got(Oil 41v-he) 3 nufflapill., EXTERIOR MAX to I gas mamv Sf FaW'.INSIR ro) m—(i x mix_x 221 vmi LU RUCK EV48 RL x IMP x 191/16,Ki LB JE-00 ymo 07.STRE IV-*9 1 iviv x ISM i-791/1v a 10 ff 0 47� 101 Aff EV-01 Me MCK PLASTIC 1111140 Sol , 194114144 1A,ma .1hLK jul[L) v"mi-Hiff JAH1 U-11 I 1/4'x 4 911V ML TO BE vm1 110 x 314'92.SIDS (0 MNS PER HE 110 x 2' U.S. (2)SCUS FIR DY, 11 1 ur m milk I flip dL solo 125' 110 x 3/4'FAVI 2)SIPS FIR Rig bd -- 1 0 -- .I io x 20 rRyl 10 SIRIE PLATE Ahp 6 fuji 20 LUCK 4 4�.p IMAM MOPIRCATIDIS A- dk�- DIM MAT 101MVIN il 2 BY 00 OUCK WIN La 01 M,ta ITI- A k(s), AR K 4 it, Mill MAW all OW x 1-1/4' HININ INK1011 OR 91 R1 I M11 PA-37 1 lit, lull 3AV pfo unk V11H 1 1121HIN,191111111 (TIP) 911 JIM (2) P[R HEAD AD 1100i K alp,, SHEET 2 OF 6 c G R A N S 40 P(Alj 0 VAX to INTERIOR do r suit r MAX 37 1/2*PAX p Is,lux "A 19 MAX 3$2141 MAX HAt 9 xwjw JRAX 220 MAX 6 pal 1 0 PAIC 4 t MAX tot!.; &4F so fai'll —37 Ills MAX 14 1 - —4'MAX 0 4*kA 4 30 Nair d F- 1"N.J L i 2 ItAIC MAI .46%MAX f9C GLAIDIG DKET 4a MAT 4v Cie. 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