The URL can be used to link to this page

Paradise Circle 911 (2) IN E Nicholson - Residenc F- L J Jacksonville Beach, Florida 'm -9 W W e BESTCON Hom s co CM j co tn rzz g i > C) 5 0 A00111 Ilk 4 M CL 11-1-MI-LIJ Lj 11- 7� I Z— 7- - L -L -FF F-1 El %A �j City of Atlantic leach Planning and Zoning Deparbftnt This approval verifies compliance with applicable 1 zoning, subdivision and other local land ns does not constitute development i c�oful approval for tf':91ua'a'0n permits. Compliance u with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the City of Atlantic Beach Building Official prior to the Issuance ot a u Building Permit P Approved By*- V -YDeve!�� I 151rector - - "n Date: -j cm LL M. co 16 T;' x V E fn E C: 0 0 CITY ')F AT�!! m 5EACH �r_- CL U- 0. 4 MAR 1 6 2005 JOB NO. 06-al-00FA .9y: Abaco Key APPROVED SHEETTITLE SHEET CITY OF ATLANT1, 'DCH BUILDING OFFICL COVER SHEET 0k, 0 & AO;O r E .2 E Z5 GENERAL NOTES 4D ABBREVIATIONS SHEET INDEX C3 j3 M A.S. ANCHORIsoLT FAS FAVEN(ER) PAR PARALLEL 1. All work performed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F P.A. FACE BRICK P P.BD' PARTICLE BOARD Ordinances,and Regulations and all other authorities having Jurisdiction. A/C AIR CONDITIONING F.B.O. FURNISHED BY OTHERS PC.CON C. PRECASTCONCRETE A. Vapor Barrier shall be applied on all exterior walls. (nstallas per manufacturers ACO ACCESS F,O. FLOM DRAIN P.E. PORCELAIN ENAMEL ARCHITECTURAL AG.T. ACOUSTICAL TILE(cLO) F.E. FIRE EXTINGUISHER FED PEDESTAL(SINK) requirements. AFF A13OVE FINISH FLOOR F.F. FINISH FLOOR(LINE) PERI PERIMETER A.D. AHEADRA114 F.G. FIXED GLASS PKG PARKING 2. Minimum Design Loads: B. Install#15(min.)felt under ell shingles. ADD ADDENDUM FOL FIBERGLASS PL PLATE(HEK3HTi FLOOR: 40 P.S,F.Live Load ACH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE AO.0 COVER SHEET 10 P.S.F.Dead Load G. Nails only to be used for foof shinglo attachment. ADJ ADJUSTABLE FLO FLASHING PLAS PLASTER No staples allowed. AGG AGGRWAT5 FLA FLOORING) PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND A.H.U. AIRHANDLIN13UNIT R00r: 40 P.S.r.Live Load FLUR FLORESCENT(UGHTI PNT PAIN-f(ED) .D. Flash all roof to wall Conditions, AL ABOVE LANDING FN FENCE PH PAIR(OF) GENERALNOTES 10 P.S.F.Dead Load ALT ALTERNATE FND FOUNDATION PREFAB PREFABRICATED ALUM ALUMINUM ia F.O. FACEOF PSF POUNDS PER SQUARE FOOT LLJ W Verity design loads with local Building codes and conditions.Refor to Structural E. Gutters to be 5'(min.).27 glauge aluminum with baked enamel finish, Downspout to be 41 A.P. ACCESSPANEL FF FIRE PROOF PSI POUNDS PER SQUARE INCH Z) Engineering for all structural details,specifications,and notes. .20 gauge aluminum with bBiked enamel finish. APX APPROXIMATE FPHB FIRE PROOF HOSEBIBB PTN PARTITION 2 ARCH. ARCHITEOT(URAL) FPL FIREPLACE P.T. PRESSURE TREATED(WOOD) LAYOUTS ASPH ASPHALT FR FFIAME(D)(ING) PV PAVS(D)OR PAVING 3, CONCRETE 6. INSULATION A.T. ASPHALTTILe FS FULLSIZE PVC POLYVINYL CHLORIDE(PIPE) L AUTO. AUTOMATIC FTG FOOTING PVMT PAVEMENT AVG AVERAGE run FURRED(ING) PWO PLYWOOD A2.0 FOUNDATION PLAN A. Foundation types arid designs may vary with the individual pertinerd soft,,conditions on A. Prov[doFI-11 (Min.)batt Instulatlon In all exterlor walls and R-19(minimum)Nown Insulation B36 36*WIDE BASE CAD. GA GAUGE Q�T. QUAFIRYTILE A2.1 MAIN FLOOR PLAN V) each lot. The Architect does not warrant or guarantee this building design In locations (or batt and blown Insulallom)In all callings or rafters adjacent to the exterior or to unheated where Inadequate soils or landfill occurrences require special or additonal design for spaces.plus R-11 9 at exposeid floorg. All Insulation to meet HUD minimum pmporty specs. B 130 BOARD 0.0 GYPSUM(WALL)BOARD Q structure or gas mitigation due to those occurrences. R-1 1 batits at fireplace chas(e walls and under fireplace unit. BF Ell-FOLD(DOOR) G.C. GENERAL CONTRACTOR A RISER(ON STAIRS) A2.2 SECOND FLOOR PLAN BIT. BITUMINOUS GO GRADEORGRADING R TVA RETURNAIR BLKG BLOCKING G.D.O. GARAGE DOOR OPENER R,B. RUBBERSASE BLDG BUILDING OR GROUND FAULT INTERRUPTER RAD RADIUS A2.3 ROOF PLAN BLK BLOCK(CMUs) OL GLASS OR GLAZING RBL RUBBLE 13. All design,revisions.engineering,Installation and liability of soil conditions,gas mitigation BLKO BLOCKING GLBK. GLASS BLOCK A.D. ROOF DRAIN A2.4 FRONT & RIGHT ELEVATIONS arid structural designs due to Inadequcito soils or landfill occurorcoa shall be the SM OF-AM 0.1. GALVAN2FO IRON REFR REFRIGERATOR .Involved with the design and 7. DRYWALL B.M. BENCH MARK GT GROUT AM R50UIRED A2.5 REAR & LEFT ELEVATIONS responsibility of the'Builder-Developer'or We subcontractors SP BI-PASS(DOOR) Ln installation of such;and the Architect shall not be held[We or responsible for their RES RESILIENT SAG REAPING REV REVISION(S),REVISED A2.6 INTERIOR ELEVATIONS Implemantations. A. All walls to have 1/2*gypsUnn and all calling to have 5/8'gypsum or 1/21 calling board unless BAK BRICK 4ZH 42-HIGH(WALL) F9 - H He HOSE BIBB REINF REINFORCED(ING) noted otherwise. BS. 130TH SIDES H.C. HOLLOWCORE RFQ ROOFING BSMT BASEMENT HD 14YADORHARD R.J.B. REINFOFICEDJUNCTION BOX ELECTRICAL B, Use water resistant gypsumi board for exposed walls and calling at shower and tub wall GTM OR SOT BOTTOM H.D. HEAT DETEC TOR OR HEAVYOUTY FLO RAILING 0. Contractor shall be responsible for size,location and Installation of revised steel reinforcing areas receiving fiberglass einclosure. BTWN BETWEEN HOR HEADER R&M RANGE W1 MICROWAVE per local codes or specific soil conditions,whichever Is more restrictive. BVL BEVELED HOW HARDWARE AM Room S.W. BOTH WAYS HGT HEIGHT R.O. ROUGH OPENING .1121.1 MAIN FLOOR ELECTRICAL PLAN S. INTERIOR TRIM AND FINISHES Ito baselected byoontractor. CAB CABINET H.M. HOLLOW METAL R.O.W. nIGHTOFWAY HORZ HORIZONTAL A&S RODANDSHELF(S) El.2 SECOND FLOOR ELECTRICAL PLAN C C.B. CATCH BASIN HA HOUR D. Soil test must be approved by Gac,technical Engineer prior to footing pour. CEM CEMENT H.R. HALF ROUND(WINDOM 60 SOLID CORE(DOOR) 9. DOORS&WINDOWS CER CERAMIC DETAILS HS HORIZONTALSLIOER S SCH SCHEDULE CF CUBIC FOOT HTG HEATING 80 SMOKE DETECTOR E. All concrete footings are designed to boar on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFVFI HVAc HPA11INIGAIGNTILATINGAIR GOND. 73 shall be placed on firm,undisturbed soil 3--6'minimum below grade. Contractor to A. All patio doors-operable leaf Ins0e, C.I. CASTIFION HWD HARDWOOD(FLOORS) SEC SECTION 0 LL reinforce concrete footings and poured concrete walls as required for specific soil conditions G.I.P.CQNG. CAST-IN-PLACE GONG. S.F. SOUARLIWEET AD.1 FOUNDATION & WALL SECTIONS th LL SF.GL, SAFETYGLASS --q =5 or local codes,whichever,Is more restTlIctive. B. Door and window Infiltration shall be In accordance with local ordinance ancl shall meet CIR CIRCLE La. IRONINCIBoAllo S.G,D. SLIDING GLASS DOOR perforrnancoutandardsANSVAAMA 101-8 8 for metal windows DH-=for vinyl windows CIRG CIRCUMFERENCE I.D. INSIDE DIAMETER SH SINGLE HUNG on SHELF(VING) AD.2 ROOF SECTIONS (d and the CRIF shall not be Im than 55. CJ. CONTROL JOINT On CONSTRUCTION JOINT I.L.O. IN LIEU OF SHT (DRAWING)SHEET i2 CK CALK(ING)CAULK(ING) I.M. INSULATED VETAL SHTHG SHEATHING AD.3 MISC DETAILS CL CLOSET OR CENTER LINE INS OR INSUL INSULATPD(TON) F. All concrete shall attain a 28 day compressive strength of 3,000 p.s.l. SIM SIMILAR > CLO CEILING INT INTERIOR SKL SKYILMT AD.4 MISC DETAILS -2 co C LR CLEAR(ANCE) 0. Provida Insulating double glazing at all exterior glass areas and tempered glass In all sliding SL SIPELIGHTORSLEFVE a.13, CLS'CLOSURE OR CLOSER(DOOR) JST JOIST(FLOOR OR ROOF) SHT SEALANT AD.5 MISC DETAILS G. Provide minimum 4*concrete cover at under slab utility locations. When concrete glass doors and In windows;as par I%W codes. CM CENTIMLrrER(S) JT JOINT SPO SPACER encasement of atility,lin as Is required,Increase slab thickness at the utility line. Install OMU CONCRETEMASONRYLINIT SPED SPECIFICATIONS utilities lines wall below slab. G.O. CAS5DOPENING KID KNOCKDOWN(CEILING) SPK (AUDIO)SPEAKERIE) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(Sill Sues of COL COLUMN K KIT KITCHEN S-ST. STAINLESSSTEEI. openings)and head flush all windows and doors. COMB COMBINATION KO KNOCKOUT STO STANDARD H. Provide isolation joint material(asphalt impregnated)between foundation walls and all sUbs GONG CONCRETE KPL KICKPLATE(ON DOOR) 6TG OR STO STORAGE including patio, porch and sidewalks. CONO (AC)CONDENSER K/S KNEE SPACE STL STEEL CONST CONSTRUCTION 10. MECHANICAL&ELECTHICAL CONT CONTINUOUS LAM. LAMINATE(D) STR STRUCTURAL CONITH CONTRACTOR L LAV LAVATORY(SINK) So SQUARE 1. Provide'Zip Strip'or tooled control joints where Indicated on the foundation plans. SUB SUSPENDED CORR CORRUGATED LB.O. LOCATION BYOTHERS S.W. SHEAR WALL A. All electrical and plumbing requirements shall comply with local building codes. All outdoor, CPR G0PP5R bathroom and garage wall veceplacles shall be provided with ground fault circuit protedon. LIV LIVING DIMENSION NOTE. OORCPT CARPET LL. LIVE LOAD T TREAD(AT STAIRS)OR TILE 4. FRAMING Service panefs to be(min.) 20 circuit.100 amp.110 volL GAS COUFISE(S) LP. LAMINATED PLASTIC T T.B. TOWER BAR CSMT CASEMENT LT LIGHT T.O.D. TOBEDETERMINED G.ST. CASTSTONE L.T. LAUNDRYTUR TO TV1311A GOTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the C.T. CERAMICTILE LTL LINTEL T-CJ. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. following: B. Provide gray box for washer and provide solid metal dryor vant(taped-no screws)to CTR CENTER OR COUNTER LVL LAM VENNER LUMBER(SEAMS) TEMP. TEMPERED(GLASS) exterior. CX CONNEXTION LVR LOUVER T&O TONGUE&O8OOVE 2800 psi In Sending,Fb GY CUBIC YARD TEL TELEPHONE 285 psi In Horizontal Shear,Fv 0. AH s Awar and water sleavois to be depth and separation as per kX.MI code below adjacent IZO 12'DEEP M METER($) THK THICK(NVSS) M MAX MAXIMUM THR THRESHOLD 2�000,000 psi in Modulus of Elast�_*.E finish igade. D D DRYER.OR DRAIN MAS MASONRY T.O.C. TOPOFCONCRETE OaL DOUBLE MATIL MATERIAL T.O.F. TOP OF FOUNDATION B. Unless otherwise noted,all dimension framing lumber shall have an allowable bending DECO DECORATIVE MG MEDICINECAEWIFT T.O.M. TOP OF MASON RY stress+875 p.s.i.,(1000 psi repetitive)or better. 0. Provfzio main newer clean-out within 51-01 Inside or outeldo of the building line unless noted OEM DEMOLISH,CEMOLITICIN PAECH MECHANICAL T.O.W. TOPOFWINDOW othurww, DEP DFPREZSED Mrs.. MANUFACTURER TRORTRN TRANSOM(WINDOW) GET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C_ Unless otherwise noted,proMed: E. in all buildings a Continuous condultshall be Installo'd from tho water motor to an exterior D.F. DRINKING FOUNTAIN MIN MINIMUM TV TELEVISION OUTL.ET OR LOCATION remote water motor reader at a location to be approved by the Water Department. The DH DOUSLEHUNG MIR MIRROR TYP TYPICAL DtAM DIAMETER MISC MISCELLANEOUS 1, All trusses shall be securely braced both during erection and afterparmanant Installation In condWI,shall be capable of accepting a low valtage minimum 2 conductor cable supplied DIM DIMENSION MILD MOULDING UG UNDERCUT(DOOR) EVAN 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 918. D,L DEAD LOAD MIA MILLIMETER U UNF UNFINISHED Plate Institute. The water department Shall make the connections. ON DOWN(STAIRS) MMB MEMBRANE U.N,O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MA9;ONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR MOD MODULAR VI3 VAN[TY`nASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. DAY DRYER MACHINE MRS MARBLE v.s. won BARRIER 2, Y4*high density T&G Plywood subtloor glued and nailed. Panel span rating Mail be APA V 24132. Exposure 1,with Sealed edges. Install per manufacturere spacing am edge DS DOWNSPOUT MTL METAL V836 36'WIDSVANITYRAS2 recommandations. F. Water service shall be I'minimum from each exterforshut off valve. D/S DRAWER STACK(CABINET) MT MOUNTEDIING) VERT VERTICAL D.T. ORAINTILE MULL MULLION OR MULUD VIN (SHEEI)VW(L DTL DETAIL V.S. VEGTABLE SINK 13W DISH WASHER NIA NOTAPPLICABLE V,T. VINYLTILE 3. Y4-underiayment(minimum)under vinyl ortIfe on wood frame floor systems. (3. All shower head heights to be 80'AFF at fiberglass showers and 84'AFF at ceramle DWG DRAWING N N.I.C. NOT IN CONTRACT ru showerF. DWR DRAWER NL NAILABLE W3630 36'WX30*HWAU.CAI3 NOM NOMWAL W W WIDE OR WASHING MACHINE 4. MInIX'high density O.S,B.wood roof sheathing whh'H'clips.APA panel span rating shall EA EACH N.T S, NOT TO SCALE Wr, WATER CLOSET be 2*40,OXpoSUro 1,With scaled odges.Install per manufacture&spacing and edge E E3 EYEBROW(FLAT ARCH) N,G.V.'[). HAT.GEODEMVERTICAL DATOM recommendations. IMPORTANT NOTE: E.F. EACHFACE WO WOOD E.J. EXPANSIONJOINT OA OVERALL WIP W��DS FLANGE(STEEL BEAM) EL FLII 0 OBS OBSCURE(WSS) WH W TERHEATER ALL REFERENCES 13Y STRUCTURAL & MEP ±VATION O.G. ON CENTER W.H. WALLHUNG D. Roof truss systems shall be fabricated with wood chords and wood webs In accordance with ELEC ELECTRIC(AL) O.CAB. OVERHEADCAUNET W1 WROUGHT IFION designs prepared under the supervision of a registered professtonall engineer. ENGINEERING MILL SUPERCEDE ALL NOTES, E.P. ELEGIRIGAL PANEL O.D. OUTSIDEDLAMETER WIG WALK-IN CLOSET I EQ EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW REFERENCES 8 CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE OH OVERHEAD W1 W10 WITH OR WITHOUT PLANS. NOTIFYr DRAFTERS OF DISCREPANCIES & E.W.C. I4LVGTRICwATrPicooLEn OPNO OPENING WP WATERPROOF(ING) CD EXO EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusser.manufacturer shalt submit 2 sots of sealed shop drawings to builder for CLARIFY CONFILICTING INFORMATION. ExH EXHAUST OSD ORIENTED STRAND BOARD W.S. WATER SOFTENER approval of roof trusses and beams EXT EXTERIOR WSCT WAINSCOT W.T.W. WALLTOWALL ATTIC VENT F- MlnR�exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryA WWM WFLOED WIFIE MESH panZ and codar stdfng.Sao elevations for locations. CALCULATION G. Pressure treated lumber to be,used where wood Is In contact with concrete and for 2x4 mud SYMBOLS sill. H. Exterior deck construction shall be with pressure treated lumber with dimensions as Indicated on the plans. EARTH FORMULA: ELEVATION KEY OR SECTION KEY PLYWOOD 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEETNUMBER SAND OR GRAVEL FILL INSULATING SHEATHING *144 SQ. IN. = I SQ. FT. BLDG. CEILING (SF)X 144 = BLDG (SQ. IN.) WOOD STUD PARTITION BATTINSULATION BLDG. (SQ. IN.)1300 = SQ. IN. OF VENT REQUIRED, C) 11A DETAIL NUMBER OR SECTION KEY SQ. IN. OF VENT REQUIRED 2 50%AT RIDGE &1150%AT EAVES SHEET NUMBER 3-2X4 WOODPOST OR2-2X6 RIGID INSULATION UNLESS OTHERWISE NOTED E _ BRICK 99M WATER CLOSET ANGLE 01 AREA TABULATION CONCRETE BLOCK n L 1256 SQ.FT. lu CENTERLINE MAIN FLOOR PLAN J 0 CONCRETE '01 TUB/SHOWER SECOND FLOOR PLAN 713 SQ.FT. HB RJ �: . - HOSE BIBB(FREEZE PROOF) :,yx- STONE EI) 13ASLINE STUB TOTAL A/C AREA 1969 SQ.FT. co-9 "i LAVATORY Cl a STEEL 0 FRONT PORCH 162 SQ.FT. 0 Q) d PENNY n.U:a. DIMENSIONALLUMBER DOUBLE SINK LANAI 101 SQ.FT. PERPENDICULAR GARAGE 469 SQ.FT. JOB NO. 05-BI-GOPA BLOCKINO PLATE SINGLE SINK TOTALAREA 2701 SQ.FT. Abaco Key ROUND OR DIAMETER FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES At. tl W.- 1- . MAIN FLOOR NOTES r [NOTE FLOOR] I. WINDOW GRILLS ARE STANDARD IN FRONT g �49-6 AND SIDE ELEVATIONS AND REAR 45 A, ELEVATION TO BE CLEAR GLASS. Igg, 2. ALL UNDIMENSIONED PARTITIONS ARE 3 1/2"ROUGH. 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. -2 4j 2 4. PROVIDE MINIMUM 2-2xl 2's wl 1/2" 8 IL PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS 01 AND GIRDER TRUSSES UNLESS OTHERWISE NOTED. ALL SUCH CONCENTRATED LOADS 51-0. 22-4" Ci SHALL BE TRANSFERRED TO FOUNDATION 4'-91/2- VIA BEAMS,POSTS AND/OR SOLID BLOCKING. V-7Y2" 7.1-61, 6. ALL EXTERIOR DIMENSIONS ARE TO FACE 5W OF STUDS UNLESS OTHERWISE NOTED. 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS w 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 ONE WINDOW IN ALL BEDROOMS TO HAVE 3060 SH @) 3060 SH @ 48"Y48"GLS BLK A CLEAR EGRESS OPENING OF 5.7 SQ. FT. 90"AFF 90'AFF 90"AFf WITH MIN, DIMENSION OF 24" IN HEIGHT AND I m A.A� 2xu 20"IN WIDTH; SILL HEIGHT NOT GREATER THAN 44"ABOVE FLOOR. 10. BALLOON FRAME ALL EXTERIOR WALLS 0 La (ABOVE 8--l-)TO UNDERSIDE OF ROOF SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-On VERTICALLY IN WALLS>V-11". 11. ALL HANDRAIL BALUSTERS TO BE ...... ........-.1 pgf;R ILI- i BYPASS DOOR TO SPACED SUCH THAT A 4"SPHERE CANNOT !/2" BE SIZED BY F=1 SUPMINMNDUTr PASS BETWEEN BALUSTERS, 2EI68 91 PKT -oil CLG 40.54h 12. ALL ELECTRICAL AND MECHANICAL MASTER SUITE Iq 91-97 x 91-0 KNEEWALL EQUIPMENT& METERS ARE SUBJECT TO 91-011 CLG. RELOCATION DUE TO FIELD CONDITIONS; Tl�' 11'-6"X IT-O" CONTRACTOR TO VERIFY. in > 18, 0 0 13. FOR ADDITIONAL NOTES SEE GENERAL 2668 DIS Dis NOTES ON TITLE SHEET& DETAILS. 0 0 2 6 14.1 TYPICAL WINDOW HEAD HEIGHT SHALL BE L LANAI FUS 90"ABOVE FINISH FLOOR(U.N.O.). 9'-0" CLG. 15. WINDOW MANUFACTURER TO TEMPER ALL g C3 T 12'4'X 8'4' Lo ,4 WINDOWS 2'WITH IN DOORS,OVER TUB& -9 LA X fg (D U) C13 2> m 0� SHOWERS 7 WINDOWS WITHIN 18"OF THE bi 2L34 X-0 a 51-0" 01-011 CLG, C, �p -- 14 1 ?_ _j CL FINISHED FLOOR. % % �4 2668 PKT 7 (2)2668 I-L R/S �4 W/12'TRANSOM CHC N. 0 SPACE 68 b3a Simi @ 9(Yj AFT 6-4!/2' INK vi/ 40.5"KNEEWALL LITY C? W/15-BAR TOP DISPOSAL 01 v ' CLG. ZI --y 4S 1 71 11)(T-9" 24" D/S 101-211 260 '01 PK7 .1 KITCHEN m LIVING ROOM 91-011 CLG. to 131-611 X 12'-13 X VAULTED CLG. ---------- 19'-4"X 16-11n RANGE W/ CONDENSE-R.' 2068 MICRO HOOD 4511 Ln 2030 SH @ to HC OHC 29k ��4(6 90'AFF 3060 SH @ P C, 90"AFF Aj C) -4' rr V-668 1797.404 — FOYER 2668 2XG 9'-0" CLG. �4 W-O"X T-10" �4 10*COLUMN TO OEI LIN 3060 SH 0 9WAFf H13 DINING ROOM 3068 W1(2)10-SL 91-oll cLG. 11'-1"X 10'-6" 3060 SH @ 90"AFF r1l 3060 SH 0 3060 SH 0 GARAGE 90"AFF 90"AFF 91-011 CLG, 19;-9"X 22-9" FRONT PORCH V-1)" CLG. IY-8"X T-0" "IN el im 11 .. .......... Cis It 9 rn ----------------------------- Al SECOND FLOOR E /0 �p I X_ 16'X 71 o.H�D. 2 6 L—nu m . . , AREA TABULATION m E 0 If WAIN JFLOOR PLAN 1256 SQ.FT. OND FLOOR PLAN 713 SQ.FT. SEC NOTEO, ALL DOORS ilo , 4'4'. 3--f T-0' 4'4' 101-2" 10-2" JOB NO, 05-BI-0064 TOTAL A/C AREA 1969 SQ.FT. 81-0" 201-41' PORCH 162 SQ.FT. Abaco Key 401-01' LANAI 101 SQ.FT. HAVE 4� 1 2 " RETURN Floor Plan GARAGE 469 'SQ.FT. SHEETTITLE SHEET MAIN FLOOR PLAN Fra "I n g Plan SCALE: 1/4"=V-0" TOTALAREA 2701 SQ.FT. A2. 1 28M m _-A CL T SCALE: 1/4"=V-0" MAIN FLOOR NOTES r (NOTE—FLOOR] 1. WINDOW GRILLS ARE STANDARD IN FRONT C� AND SIDE ELEVATIONS AND REAR ELEVATION TO BE CLEAR GLASS. 2. ALL UNDIMENSIONED PARTITIONS s ARE 3 1/2"ROUGH. �g Es 3. ALL ANGLED PARTITIONS ARE 45 DEGREES UNLESS OTHERWISE NOTED. t� 2: B., 4. PROVIDE MINIMUM 2-2xl 2's wl 1/2" L PLYWOOD FLITCH PLATE AT ALL EXTERIOR WALL OPENINGS AND INTERIOR BEARING WALL OPENINGS UNLESS OTHERWISE NOTED. 5. 3-2x4'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/OR SOLID BLOCKING. 6. ALL EXTERIOR DIMENSIONS ARE TO FACE OF STUDS UNLESS OTHERWISE NOTED, U9 7. ALL TRUSSES TO BEAR ON EXTERIOR WALLS AND/OR GIRDER TRUSSES UNLESS OTHERWISE NOTED ON FOUNDATION PLAN. J 8. TRUSS MFG.TO SIZE MEMBERS, FASTENERS, 14'4' 6'-4" HANGERS&SET SPACING FOR ALL TRUSSES. 9. WINDOW SUPPLIER TO VERIFY AT LEAST ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. 8 WITH MIN. DIMENSION OF 24"IN HEIGHT AND 20"IN WIDTH; SILL HEIGHT NOT GREATER THAN 44"ABOVE FLOOR. 10. BALLOON FRAME ALL EXTERIOR WALLS (ABOVE 8'-1')TO UNDERSIDE OF ROOF SHEATHING-PROVIDE FIRE STOPPING EVERY 8'-0"VERTICALLY IN WALLS>8'-1 11. ALL HANDRAIL BALUSTERS TO BE S% SPACED SUCH THAT A 4"SPHERE CANNOT PASS BETWEEN BALUSTERS. 12. ALL ELECTRICAL AND MECHANICAL EQUIPMENT& METERS ARE SUBJECT TO 9- RELOCATION DUE TO FIELD CONDITIONS; rn o" cLG. CONTRACTOR TO VERIFY. 13. FOR ADDITIONAL NOTES SEE GENERAL NOTES ON TITLE SHEET& DETAILS. a 0 1� m a: 2668 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE GUARDRAIL 42n A.F.F. 84"ABOVE FINISH FLOOR(U.N.O.). LOFT 9'-0" CLG, 15. WINDOW MANUFACTURER TO TEMPER ALL FV21168 13'-3"X 12'-3" r WINDOWS 2'WITHIN DOORS,OVER TUB& SHOWERS 7 WINDOWS WITHIN 1 8"OF THE CL di i FINISHED FLOOR. u) Oil IL a. di I (Oil ;tl I STUDY 41 9'-0" CLG. 305M SH @ AN 6-10"X 114' 114"AFF T-gP 17 ��7,104' 3050 SH @ 84"AFF 2R6 1)(WN T-31' QP 18' (3 113' e D/S D/s g'-O" CLG. tq X 2 P�y IX BATH 3 cm co 91-011 CLG. 10 x S-10" 2568 cn x cm 31-7Y2" HOWER M131 BEDROOM 2 3050)SH @ V-011 CLG. 84"AFF p V-3' 2668 IL 11 ra % 2068 PKr. BEDROOM 3 wS 91�011 CLG. III-011 x 91-101, �4 _R/s RIS __j 2 )L 9'_0'WALL HEIGHT F 2�X ��2X 3050 SH 0 3050 SH @ 84"AFF B4"AFr 4--l" 31-4" 4'-1" 11'-61 T-6%,4" NE au U P RU M D AREA TABULATION 'n MAIN FLOOR PLAN 1256 SQ.FT. SECOND FLOOR PLAN 713 SQ.FT. NOTE ',- ALL DOORS TO TOTAL A/C AREA 1969 SQ.FT-— JOB NO, 05-Bi-OWA FRONT PORCH 162 SQ.FT. Abaco Key HAVE 4� 1 2 " RETURN LANAI 101 SQ-FT. GARAGE 469 SQ.FT. SHEETTITLE SHEET Framin Plan Floor Plan MAIN FLOOR PLAN -SCALE: 1/4"=1'-0" SCALE: 1/4"44' TOTALAREA 2701 SQ.FT. A2.2 uA E� E 5 ='a '2 2! m LU 0- Ln to U) Cq L13 a) LL t. 0 m Al s > 7! .0 Ln Lhi )GE RIDGE 0 fu fu rAD.2 �7 CRICKEr----,,, SLOPE 8'12 --------------------- SLOPE co t3 VIM t,12- -C 'N C;l Cl) 4� LL Ai z,; . - C M "I Is- O .T= IL LL EL JOB NO. 05-BI-0064 Abaco Key Roof Plan SHEETTITLE SHFET SCALE: lj/4"=l'-0 ROOFLAYOUT A2.3 L .1.�j r EXTERIOR -gal- ELEVATION NOTES [NOTE EXTELEVI 0 g 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. gi 4 BUILDER SHALL VERIFY AND COORDINATE .9 PER ACTUAL SITE CONDITIONS. Ca �3 ti , 2. PROVIDE ROOF AND SOFFIT VENTS AS I = 2 2 2 1 -a''26 REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. SFiAKE cc lu 11 L JI 14 Ll 4" FRIEZE(TYP) CD BOARD AND BATTON V) 0'-B" FIN. FLR. pq �ULLL L METAL ACCENT ROOF A 12"BEAM(TYP)—Z/ pi LAP SIDING co ;.. ca 100 COLUMN -ro- at 4"TRIM(TYP) E2 > C 0 's" , 8"BANDING 0 = 00 W-0"FIN.FL a. a. GRADE Front Elevat 'ion- SCALE; 1/4"=14" 0 K P LT. 4"FRIEZE FIN. FLR. Tim LAP SIDING 2E p p L 5 4"TRIM(TYP) 8'BAND(TYP) f7l 0'-0"HN.FL GRADE 0.2 0 CL LL. (L JOB NO. 06-BI-0064 Right Elevation Abaco Key SHEETTITLE SHEET SCALE: 1/4"=1'-0" rRONT&RIGHT ELEVATIONS A2.4 -,A r EXTERIOR ELEVATION NOTES . r, (NOTE-EXTELEM = 0 1 st,q,g y § I. GRADE CONDITIONS MAY VARY FOR '0111 INDIVIDUAL SITE FROM THAT SHOWN. .9 ; BUILDER SHALL VERIFY AND COORDINATE _E � I PER ACTUAL SITE CONDITIONS. g 2. PROVIDE ROOF AND SOFFIT VENTS AS REQUIRED BY CODE AND MANUFACTURERS SPECIFICATIONS. L 9 10 m w \\—SHINGLES �6�; V) 0'-0" FIN.FLR. 91-111,81,-LT. �2 '2 Zm 10 C")?! > r 10"COLUMN '3 - 0 a 4"WINDOW TRIM -cc, in �r ?! O -E 0= 8"BANDING o-a. 0'-U'FIN.FL GRADE Rear Elevatnion- SCALE: 1/4"=V-0" M.— C** 0'-0" FIN,FLR. 91-1 kqLp��_.4 LAP SIDING 10n OOLUMN -4 TP JM(TYP) 0'BAND(TYP) uc Y-0"FIN.FL GRADE co E 0 .2 LL (L L�J JOB NO. 05-BI-000 Left Elevation Abaco Key SCALE: 1/4"=1'-T SHEETTITLE SHEET REAR&LEff ELEVATIONS A2.5 L r 2�P. m L 0 8 IL IA r L V) Li 31-911 21-611 31-911 41-011 39-911 IX4 UD 2 X 4 0 C9 M MICRO REMOVE AS NECESSARY OV HOOD FOR ELECTRICAL OUTLET SINK @ 450 ANGLED r- CABINET Cn 40.5 Ir N — C .T C 39" REF. C�, r- 0 SPACE C:)� RANGE D/W 2X4 -J, '-Ti - 40.5" KNEE WALL DETAIL 1-911 21-011 21-011 3 21-611 3 -911 0, Kitchen Cabinet Elevation SCALE: 1/2"=14" T 0 3 1 00 0 —0 -0 ::1 00 C:) —1 —1 r0 "7- 0 00 71 Iva il-611 21-0" 1 -6 2 I-off 11-611 ll-611 21-011 tt Bath 3 Cabinet Elevation Master Ba*eth Cab"i n- e/t Elevation :3u SCALE- 1/2'=V-0" SCALE: 1/X'=I'-O" co E 0 S?.r- CL LL CL. JOB NO. 05-BI-0064 Abaco Key SHEETTiTLE SHEET INTERIOR ELEVATIONS A2.6 L .01i r ELECTRICAL KEY d JNOTPFLMS�M K -B lz k)- SINGLE POLE OUTLET DUPLEX CONVENIENCE OUTLET A? p A DUPLEX OUTLET ABOVE COUNTER ftc Wp WEATHERPROOF DUPLEX OUTLET �4 GFI GROUND-FAULT CIRCUIT-INTERRUPTER DUPLEX OUTLET w-0 Ts — 2 HALF-SWITCHED DUPLEX OUTLET :LEL SPECIAL PURPOSE OUTLETIJUNCTION BOX tt DUPLEX OUTLET IN FLOOR r 22ov 220 VOLT OUTLET OVERHEAD DUPLEX WALL SWITCH 3 THREE-WAY SWITCH 4 FOuRvAy smai RHEOSTAT SWITCH R nm DIMMER SWITCH Q REINFORCED JUNCTION BOX A CEILING MOUNTED INCANDESCENT LIGHT FIXTURE Ha WALL MOUNTED INCANDESCENT LIGHT FIXTURE V) RECESSED INCANDESCENT LIGHT FIXTURE C RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE 0 INCANDESCENT LIGHT FIXTURE I PC WITH PULL CHAIN V) EXIT LIGHT 1 EMERGENCY LIGHT CARPET TILE I FLUOKSCENT LIGHT FIXTURE FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN ea TRACK LIGHT EXHAUST FAN(VENT TO EXTERIOR) wp EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) 0�q u- 3:;C _URllY L EXHAUST FAN WITH HEAT LAMP (VENT TO EXTERIOR) J;�/I�11 . ..... oTm @ 8611 CHIMES [2 W� PUSHBUTTON SWITCH LOWN0 PB f LT TOP 72" SMOKE DETECTOR /* m rl 4 HEAT DETECTOR GIP CO2 DETECTOR THERMOSTAT ___22 I---- L 1% 1. 224 (D SPEAKER OUTLET @ 42!' 11 PHONE(1-CAT3) DDC O-CATS,1-RG6) "I- ----- MDC(2-CAT5,2-RG6) ...... ELECTRIC METER VP 4TV 3t: _GZM_ ELECTRIC PANEL jDj CARPET .� CEILING FAN PREWIRE (PROVIDE ADEQUATE SUPPORT) CEILING FAN/LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) Lpa__ *GFI (pGFI I p 1161 m" ------ ELECTRICAL NOTES: INOTE�-ELEGMICI 1CL 0� 'Y' 1- PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE 6 / --:fl DETECTORS AS REQUIRED BY NATIONAL FIFTE-F — ----------le ------- PROTECTION ASSOCIATION(NFPA)AND MEETING THE lw - REQUIREMENTS OF ALL GOVERNING CODES GFI PROVIDE AND INSTALL GROUND FAULT 2. CIRCUIT-INTEHRUPTERS,- (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. HVAC CONTRACTOR TO VERIFY THERMOSTAT 4. LOCATIONS, ALL ELECTRICAL AND MECHANICAL EQUPMENT(14, 5. FURNACES,AIC UNITS,ELECTRICAL PANELS,SANITARY H.B. WP "�)GFI vfa- SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) ARE SUBJECT TO RELOCATION DUE TO FIELD GrF CONDITIONS. 4==J ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: ---------- SWITCHES OVER COUNTER .......... 48,TO CL 0 10 I wp WALL OUTLETS OVER COUNTER....... 48'TO CL REMAINING SWITCHES ............. 48"TO CL ELEC, WALL OUTLETS .................. 16'TO CL PANEL BATH VANITY BRACKET OUTLET (I�ABOVE TOP OF MIRROR) ...... RS"TO CL WATER SOFTENER AND SUMP OUTLETS 48'TO CL TELEPHONE OUTLETS .............. 16'TO CL TELEVISION OUTLETS .............. 16"TOCL /* "TOOL EXERIOR GFI OUTLETS ............. 16 TO CL GARAGE GFf(ABOVE GARAGE FLOOR) 48 GFI FRONT DOOR COACH LIGHT ..... ... 84"TO OL GARAGE DOOR COACH LIGHT, X (ABOVE GARAGE FLOOR) ....... 84"TO CL DINING AND BREAKFAST FIXTURE..... 64*TO BTM OF FIXTURE FOYER AND STAIRWAY FIXTURE ...... 96"TO BTM OF FIXTURE THERMOSTAT ..... 54"TOCL tj DOORBELL CHIMES ............... 84"TO CL D DOORBELL BUTTON ... ........ LEVEL W1 4; 0 DR HANDLE cj'�� i, --------------- KITCHEN WALL HUNG MICROWAVE OUTLET ................ 76"TO CL LL KITCHEN DISHWASHER RECEPTACLE.. UNDER SINK 'a cm KITCHEN RANGE .................. 24'TO CL KITCHEN REFRIGERATOR ......... 48,TO CL WASHER/DRYER OUTLET ............ 48'TO CL a.Ll.CL JOB NO. 05-Di-0064 CL=CENTER LINE Electr "ical Plan I �FIELD VERIFY 2=MASTER BATH STANDARD 30'HIGH Abaco Key SCALE: 1/4"=l'-0" VANITY TO BE RAISED 4" SHEETTITLE SHEET MAIN FLOOR ELECTRICAL E1 . 1 ELECTRICAL KEY [NOTF�._UECSYM 12 2 SINGLE POLE OUTLET s- DUPLEX CONVENIENCE OUTLET 5 '2 t DUPLEX OUTLET AE30VE COUNTER Vt�Wp WEATHER' PROOF DUPLEX OUTLET .2 ��GFI GROUND-FAULT CIRCUIT-INTERRUPTER fii DUPLEX OUTLET f3 Ra HALF-SWITCHED DUPLEX OUTLET -8 SPECIAL PURPOSE OUTLETIJUNCTION BOX 42: DUPLEX OUTLET IN FLOOR 0 220V 220 VOLT OUTLET 10 OVERHEAD DUPLEX WALL SWITCH 10 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH R RHEOSTAT SWITCH [)m DIMMER SWITCH Q REINFORCED JUNCTION BOX CEILING MOUNTED INCANDESCENT L LIGHT FIXTURE K> WALL MOUNTED INCANDESCENT LIGHT FIXTURE V) RECESSED INCANDESCENT LIGHT FIXTURE V) 0 RECESSED ADJUSTABLE EYEBALL INCANDESCENT LIGHT FIXTURE -0-pc INCANDESCENT LIGHT FIXTURE WITH PULL CHAIN V) EXIT LIGHT 0 EMERGENCY LIGHT 4-4 FLUORESCENT LIGHT FIXTURE L3*ED FLUORESCENT LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT EXHAUST FAN(VENT TO EXTERIOR) -2 co m EXHAUST FAN/LIGHT COMBINATION (VENT TO EXTERIOR) 73'r- EXHAUST FAN WITH HEAT LAMP m (VENT TO EXTERIOR) 16 CHIMES Fm_m Fc�l PB PUSHBUTTON SWITCH SMOKE DETECTOR 0 j__ @ HE-AT DETECTOR CL a. @ CO2 DETECTOR @ THERMOSTAT SPEAKER PHONE(I-CAT3) DDC(1-CAT5,1-AG6) MDO(2-CAT5,2-RG6) ELECTnicMETER rD _L;WlL_ ELECTRIC PANEL TV CEILING FAN PREWIRE 3/ (PROVIDE ADEQUATE SUPPORT) CEILING FAN/LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) GF1 ELECTRICAL NOTES: JNOTE�_ELECTFIIGI 0 PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE TILE GARPd'� PH DETECTORS AS REQUIRED BY NATIONAL FIRE PROTECTION ASSOCIATION(NFPA)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES PROVIDE AND INSTALL GROUND FAULT 2. CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY NATIONAL ELECTRIC CODE(NEC)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR To PROVIDE REQUIRED 3, DIRECT HOOK-UPS/CUTOFFS, HVAC CONTRACTOR TO VERIFY THERMOSTAT 4, LOCATIONS. ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. A 5. FURNACES,A/C UNITS, ELECTRICAL PANELS,SANITARY Tvo�t SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) TV ARE SUBJECT TO RELOCATION DUE TO FIELD SI) CONDITIONS. C:) MDC ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: TO CL SWITCHES OVER COUNTER .......... 48 WALL OUTLETS OVER COUNTER.,..... 48"TO CL REMAINING SWITCHES ...... ...... 48'TO CL WALL OUTLETS .................. 16'TOCL BATH VANITY BRACKET OUTLET (1'ABOVE TOP OF MIRROR) ...... 88"TO CL IMDCI WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS .............. 16"TO CL TELEVISION OUTLETS .............. 160 TO CL EXERIOR GFI allTLETS ............. 16'TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48'TO CL FRONT DOOR COACH LIGHT ......... 84'TO CL GARAGE DOOR COACH L1014T, (ABOVE GARAGE FLOOR) ....... 84"TO CL DINING AND BREAKFAST FIXTURE...... 64'TOBTM OF FIXTURE FOYER AND STAIRWAY FIXTURE ...... 96'TO BTM OF FIXTURE -C THERMOSTAT .......I...... 54"TO CL DOORBELL CHIMES .......I....... 84'TO CL DOORBELL BUTTON ............... LEVEL W/ DR HANDLE KITCHEN WALL HUNG MICROWAVE OUTLET ........... 76"TO CL w Ci UNDER SINK KITCHEN DISHWASHER RECEPTACLE.. Cu KITCHEN RANGE ....... .......... 24"TO CL KITCHEN REFRIGERATOR ........... 48'TO CL WASHER/DRYER OUTLET ............ 48"TOOL (L U-0. JOB No. 05-BI-0064 CL�CENTER LINE Electrimccil Plan- I =FIELD VERIFY Abaco Key 2�MASTER BATH STANDARD 30"HIGH SCALE: 1M'=l'-0" VANITY TO BE RAISED 4' SHEET TITLE SHEET SECOND FLOOR ELECTE41CAL El .2 L .......... ... ............... ------ _6 TABLIE FOR SHEAR WALLS FRAMING (GROUND FLOOR) THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. cn B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK m BOARD RESPECTIVELY. cn (Z')z C) SOLE PLATE—COMCRETE SLAB ANCHORS SHALL BE 1/2"0 1140561V�b' �SrFC-L, ftS 3)IsjpIgQTE�q I PS, S�01_IKI 60 ?LAt�II O � S14E-6-T �5-1- 0D EPOAlr &ROUT- rd) 60�Ts AS 9c-(R0i(zc:s) �>l -rms�5 iaLow 1_� Lj 0 tz DESIGNATION REQUIRED SINGLE OR SHEATHING TO STUDS FLOOR TO FLOOR C:) A0 S= 0 SHEATHIN(-- DOUBLE SHEATHING NAIL SPACING ANCHOR SPACING 0 C5 A) 7/16" OSEB r SINGLE 6" 12to 60" O.C. ............ co (BLOCKED]) m LLJ 7" SLOPE m m SLOPE 7/16" OSIB 16 SINGLE 4" 12" rll� 60" O.C. RIDGE (BLOCKED, 7/16" OSEB 0 L1_1 I�0 M* (BLOCKED) SINGLE 311 12" 36" O.C, M cn LLJ ADD EPDXY GROUTED BOLITS TO GATOR BOLTS TO ACHIEVE REQUIRED BOLT SPACING. cj LLJ cl- t7 < cl- C) _;:r cn Ld 11�_ ADDITIONAL NOTES: A; 1) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL OF BOLTED PER DETAIL "B" OF SHEET No. S-4. Ik 2) FOR LOCATIONS CLOUDED AS INDICATE LOCATIONS WHERE WOOD POSTS SHALL BE STRAPPED A AT TOP AND BOTTOM AS SHOIWN ON DETAIL "A" ON SHEET No. S-4. CO 3) FOR LOCATIONS CLOUDED AS Q)j SHALL BE STRAPPED PER DETAIL 'IN" ON SHEET No. S-4. r I f� v I ul 4) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL t" ON SHEET No. S-4. 000 U3 cm 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED ABOVE SHALL BE BOLTED PER DETAIL "E" OF SHEET No. S-4. v SLOPEX 6) ROOF TRUSSES SHALL BE STFRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON C:) B-12 co SCHEDULE "A" ON SHEET No. S-2, STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES ACTING SIMULTANEOUSLY WITHI UPLIFT FORCES. RIDGE I C; m INDICATES FLOOR JIOSTS AND GIRDERS TO BE DESIGNED, FABRICATED 7) < AND CERTIFIED BY OTHERS. co Ln E3 m cc SL 3PE N00 ;12 tz - I -\t0010 SCHEDULE "A" 8:12 PAW 0 Nile 0 E ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE OF BEARING WALLS (PRE—ENGINEERED FRAMING) emu DS 7\ sl TRUSS No. OR UPLIFT TRUSS TO TOP z DESIGNATION (lbs) PLATE OR TO STUD TOP PLATE TO FOOTINGS ALL TRUSS ENDS w &ECOND F L-C 0 FFRA��IING FLAN EXCEPT ONES 0 600 H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS SHOWN-ON.SHEET No. S-3 OUTLINED BELOW Gif;�OUND FLOOR &PEAR WALL5 L74%T"OUT F-7-1 E-5 601 1200 (2) H2.5A, "SIMPSON" CLIPS 1/2"0 STEEL RODS SPACED AS SHOWN ON SHEET No. S-3 USE (3) ROWS OF 12d COMMON USE (2) ROWS 1201 4750 (3) LSTA36, "SIMPSON", HTT?.i. ,"SIMPSON", FIOLDDOVVN NAILS 9 12" O.C. OF 1 Od COMMON STRAPS STAGGER NAILS NAILS @ 12" O.C. ON BOTH SIDES. -N, Lu TYPICAL OF (3) 2" x 10" THRU (3) 2" x 12" TYPICAL OF (2) 2" x 6" THRU (2) 2- x 12- > SOLID SAWN LUMBER SOLID SAWN LUMBER (2) 1/4" A36 STEEL BEARING STUD REQUIREMENTS FOR BEAMS/GIRDERS: 0 FLITCH PLATES w 0 Q(_ z K DENOTES KING STUD AND J DENOTES JACK STUD. ALL SOLID SAWN LUMBER BEAMS SHALL BE SUPPORTED USE (3) ROWS 1/2"0 A307 MACHINE WITH (1 )K+(2)d s AT END SUPPORTS OR (2)K's AT V) OF 12d COMMON BOLTS w/ NUT AND INTERMEDIATE SUPPORTS. LVL BEAM REQUIREMENTS ARE NAILS 0 12" O.C. 2"0 STEEL WASHERS (24 STAGGER NAILS SHOWN ON PLAN ABOVE AND DENOTED BY: N \0 0 @ 12" O.C. ON BOTH SIDES. 0 F=4 0 (4) 1-3/4' PLY LVL (4) 1-3/4- PLY LVL z (2) 1 PLY LVL (3) 1-3/4- PLY LVL 0 (2) 1/4- A36 STEEL cj _j FLIETCH PLATE to cj _-�E 0 < z �IULTIFLE �IE�15EfR CONNECTION DETAIL �3 m 0 NOT TO 5CA1_E:-. BEARING STUDS REQUIREMENTS FOR BEAMS GIRDERS: JOB NUMBER 1. LVL BEAMS OR GLU. LAM. BEAMS, SEE FRAMING PLAN ON SHEET No. 2. p". K, 2. SOLID SAWN LUMBER, USE (2) KINGS FOR FLUSH BEAMS OR (2) JACKS SHEET NUMBER PLUS (1) KING FOR DROP BEAMS. 2 OF S-4 ............ FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: 6n OSB FELT OVER 7/1 BOARD OR REFER TO ROOF PLAN AND EAVE 6 15/32" PWD SHEATHING. DETAILS ON SHT AD.2 FOR ROOF Ic m PITCHES FOR ALL HOUSES w C9 AIR BAFFLE BTW EA TRUSS CD TO MAINTAIN 1/2" MIN AIR 12 L SPACE FOR VENT 0 VARIES --STRAP FOR TRUSS ANCHORAGE (SEE SCHEDULE "A" ON SHEET No. S-2) V) GALV. METAC 0.H.. DRIP EDGE EO WRAPPED ALUM. FASCIA 5/8" GYP. BD. CLG. OVER 2x8 Lsj PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD SOFFIT STUCCO 2x STUDS @ 16" OC (MIN #2 FRIEZE SPF) —PROVIDE MID-WALL BLOCKING FLAT LILI WISE @ JOINTS IN SHEATHING ckf 7/8" MIN, LIGHT P.T. 2x PLATE CD TEXT, STUCCO VENEER OVER MTL LATHE AND VAPOR BARRIER 3/4" PLYWOOD CLUED & SCREWED TO 16" PRE-ENGINEERED FLOOR m CO C) m TRUSSES OR T.J.1, JOISTS @ 24" OC (SEE FLOOR TRUSS ENGINEERING) C-D 2:L C-) p LLJ a- P- < w ct� II- <c u _4 < C:) cn IST FLOOR' TO 2ND FLOOR RIM JOIST BY TRUSS MANUF, (SEE FLOOR TRUSS ENGINEERING) STRAPPING PER STRUCTURA1 1/2" CEILING BD OR 5/8" GYP. BD TYP 1/2"0 THREADED STEEL RODS ------- en 0 SPACED PER SHEET # S-3. L__j (z)i >� V) ADDITIONAL EXP. BOLTS MAY > BE NEEDED PER SHEAR WALL 0 TABLE ON SHEET # S-2. C) !9 m %n -n eA- L 1 7/8" MIN. [LIGHT —PROVIDE MID-WALL BLOCKING FLAT 0 - TEXT. STUCCO WISE @ JOINTS IN SHEATHING C:D w C-3. VENEER OV(ER :�;: 0 - 0 2x STUDS @ 16" OC (MIN #2 <D 9 C0 -n MTL LATHE AND c� t-4 0') z Its'.T VAPOR BARRIER SPF) 4 4�k :fI 0 0� j 7', P.T. PLATE wl ANCHOR BOLTS PER 0 C7) 7� STRUCTURAL cri 4 F0 4" CONCRETE SLAB WITH 6"x6%10/10 W.W.F. TYP. (3000 PSI. (1) # 4 CONT. FIBER MESH OPTIONAL). to Z m SLOPE GRAVE IV 80.ope. AWAY ALL SIDES 7 <"/ 6 m FttS X p 0 MIL VAPOR BARRIER "A U) AIL Ulk www T C32 so -4 1 I - #4 RODS VERT, ON 48" O.C. & AT CORNERS. VERT. RODS SHALL BE HOOKED 6" INTO n 0 TOP, FOR HORIZm RITINFORCEMENT, USE 2 FOOTING REINFORCED . . .......... FOOTINGS @ BOTTOM AND 12" INTO SLAE3 14 O"(W)x 10"(H) CONCRETE 9 go. HORIZ. JOINT REINFORCEMENT W/(2)-#5 RODS CONT. ON 16" O.C. (MAX.) 10 (?9zxtz_ m CO M TN%rf=, 2 WALL 5ECTION C_� z 51sssssss4EAfR WALL & PLAN- 1/2"0 THREADED STEEL RODS SCALE: 1/211-mll-01, I-oil CONTINUOUS FROM TOP PLATES SCALr=: 1/4" TO CONCRETE. SPACE ON 60 210,C. EE OR AS SHOWN ON PLAN. S DETAIL "J" OF SHEET No. S-4 IMPORTANT NOTE: REFER TO ROOF PLAN AND EAVE FOR TYPICAL BOLT RUN. DETAILS ON SHT AD.2 FOR ROOF SEE DETAIL 1" OF SHEET No. S-4 PITCHES FOR ALL HOUSES FIBERGLASS SHINGLES OVER FOR TOP CORNER BOLT INSTALLATION. 30# FELT OVER 7/16" OSB 12 BOARD OR -15/32" PWD VAIRES SHEATHING. ........ STRAP FOR TRUSS ANCHORAGE (SEE TABLE FOR SECOND FLOOR SHEAR WALLS FRAMING (SECOND FLOOR AIR BAFFLE BTW EA SCHEDULE "A" ON SHEET No, S-2) 0,H TRUSS To NMAINTAIN 1/2" MIN AIIR SPACE U.) THE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ; FOR VENT CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: GALV. METAkL 1/2" CEILING BD OR 5/8" AILS. I U) A) WOOD SHEATHING -10 STUDS NAILING SHALL BE 8d COMMON N GYP, DRIP EDGE BD TYP B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COOLER 1.4 NAILS FOR 1 /2" AND 5/8" THICK BOARDS RESPECTIVELY, OR WRAPPED ALUM. U) FASCIA OVEA 2x8 IZc 1 -1/4" TYPE S OR W, #6 SCREWS FOR EITHER BOARD THICKNES�- PERFORATED 1� T ; , I VINYL/ ALUM. 0-1 TION SOFFIT DESIGNA REQUIRED SINGLE OR SHEATHING TO STUDS -------------- SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FRIIEZE ck: 10 rA-) 1/2"0 THREADED STEEL RODS 7/16" OSB SPACED PER S;HEET # S-3, PROVIDE MID-WALL BLOCKIP IG FLAT <r SINGLE 6" 1211 -------- (BLOCKED) ADDITIONAL EXP. BOLTS MAY---------� WISE @ JOINTS IN SHEATHING r BE NEEDED PER SHEAR WALL Y. TABLE ON SHEET # S-2. 2x STUDS @ 16" OC (MIN L� Q.._ 7/16" OSB #2 SPF) �F --d (BLOCKED) SINGLE 4'# 12" 7/8" MIN, LIGHT cn P.T. PLATE w/ ANCHOR 0 TEXT. STUCCO BOLTS PER VENEER OVER STRUCTURAL 0 cta MTL LATHE AND tu U.] VAPOR BARRIER 4" CONCRETE SLAB WITH ADDITI.ONALNOTES' 6"d%10/10 W.w.F. TYP. 17' (3000 PSI. FIBER MESH —A OPTIONAL), EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED 0 1) ALL SLOPE GRADE AT TOP AND 134TOM AS SHOWN ON DETAIL "F" ON SHEET No. S-4. AWAY ALL SIDES (1) # 4 CONT. LJ �� Z� , LLJ 6 MIL VAPOR BARRIER u 2) FLOOR TO FLOO STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIE15 AT TOP V, #4 RODS VERT. ON 48" O.C. & AT CORNERS. < PER DETAIL "D" IN SHEET No. S-4. WHERE SECOND FLOOR WALLS ARE VERT. RODS SHALL BE HOOKED 6" INTO FOOTINGS @ BOTTOM AND 12", INTO SLAB S-4 0 (::�;SEE DETAIL "L" OF SHEET No SUPPORTED BY F.00R GIRDERS AND ARE NOT A CONTINUATION OF FIRST 20"(W)x 10"(H) CONCRETE FOR TOP CORNER BOLT INSTALLATION. FLOOR WALLS. EXERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED @ TOP. FOR HORIZ. REINFORCEMENT, USE "K" ON SHEET Nc S-4. W/(2)-#5 RODS CONT. 9 ga� HORIZ. JOINT REINFORCEMENT ON 16" O.C. (MAX JOB NUMBER 5TEEL IROID5 FLAN_ T"*�F. I — STCIRN"r WALL SE, ` If I I-oil SCALE,, 1/211=11-01, SHEET NUMBER y"_ S-3 0 F S-4 bj_� | ....... .........____-___ _ __ -__--'_-___'__'__-_-_-__� '_-_ -__-' ____ ' �__-- __ _---___ ------ Design Criteria Loads 1/2**0 THREADED STEEL RODS CL 1/2"0 THREADED STEEL RODS I SPACED PER SHEET # S-3. ADDITIONAL EXP. BOLTS MAY SPACED PER SHEET # S-3 41 WALL 2�.Wja�Loads BE NEEDED PER SHEAR WALL ADDITIONAL EXP, BOLTS MAY, jl6e Second Gust Wind Velocity TABLE ON SHEET # S-2. DS CONT. BE NEEDED PER SHEAR WALL < Th ACCII,Category I'll" Building in .ANO- ", , 1(importance Factor)=11-0,Wind Exposure CONC. SLAB W/6x6xlO/10 W.W.F. 0a figelZMES" , Enclosed Building). EXPANSION JOINT ALL RECESS SLAB 3/4% 10" WIDE 3 . Components&Cladding Design Pressures PREENGINEERED ROOF TRUSSES ATGARAGE DOOR Roof(Anywhere)=-65.4 Psf,+14,9 Psf 6 MIL, V.B. OVER CLEAN, walls : Zone"S" is within 4 ft.of corners,Zone"4" is Anywhere Else GATOR NUT WELL COMPACTED TREATED FILL oft 6XGXIO/10 W.W.F. OfZ Zone O.C. & ATCORNERS. Effective Wind Area sq 45.7 -50.2 #4 RODS VERT. ON 48 ' INTO 10.0 VERT. RODS SHALL BE HOOKED 6' T STEEL WASHER 20.0 4 42.8 -46.7 0 TOP. FOR HORIZ. REINFORCEMENT, USE :4 A 4 60.0 HURRICANE STRAPPING PER TOP PLATE LLI L-1. 9 go. HORIZ. JOINT REINFORCEMENT -M (2)-#5 CONT, HOOKED & TIED AT CORNERS 10.0 LLJ 20.0 OR 50.0 42.8 -51.0 CONSULT ENGINEER 20"-� TURN DOWN SLAB DETAIL 39.8 -47.2 20-(W)x 10-(H) CONCRETE FOOTING 0 GARAGE 6 100.0 1/2"0 THREADED STEEL TURN DOWN SLAB DETAIL acting toward and away from the building surfaces /--ROD PER SHEET # S-3, REINFORCED W/(2)-#5 RODS CONT. EXCEPT 0 GARAGE 1 IT IS THE INTENT OF THE ENGINEER THAT THIS WORK BE IN CONFORMANCE WITH ALL REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION OVER THIS TYPE OF TYPICAL FOUNDATION DETAIL CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL DO THIER WORK IN CONFORMANCE STEEL COUPLER _L - - - - - - - - - � | | � \ ' | | � . � | � ! � | � i ! � / � � ! � | � ' / | i � . � | | � | ' LU 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE JOB SITE PRIOR CORNER DETAIL (,E-� M _j 3) CONTRACTOR SHALL SUPPLY, LOCATE AND BUILD INTO THE WORK ALL INSERTS, ANCHORS, ANGLES, STUDS PER SHEAR WALL S, SLAB DEPRESSIONS AND PITCHES AS MAY BE REQUIRED BY' TABLE ON SHEET # S-2. PLATES, OPENINGS, SLEEVES, HANGER p C) ATTACHED DRAWINGS AND TO ACCOMMODATE OTHER WORK NOT SHOWN ON THE DRAWINGS. 4) THESE DOCUMENTS ARE THE PROPERTY OF THE ENGINEER AND MAY NOT BE USED OR 10 _j 126 REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. RIM JOIST OR BEAM SPH, "SIMPSON', STRAP 5) ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND 1/2"0 THREADED STEEL co C:) Cn THREADED STEEL RODS SYSTEM 20" Lij TION ELSEWHERE IN THE WORK 2: ��z SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITU ROD PER SHEET # S-3. EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, INSTALLA110N INSTRUC110NIS INTERIOR Ld STEEL COUPLER STEP DOWN DETAIL LiJ Cl:� ION IS NOT AVAILABLE. FOUNDATIONS WIRER DESIGNED 6) SUBSURFACE SOIL CONDITION INFORMAT FOR A 2000 PSF SOIL BEARING CAPACITY. CONTRACTOR SHALL REPORT ANY DIFFERING 1) DETERMINE THE STARTING POINT AND MARK EITHER THE LSTA36, "SIMPSON", (3) CONTINUOUS STUDS CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. FORM BOARD BOLT LOCATIONS PRIOR TO CONCRETE POUR STRAPS IF "J-BOLTS" ARE USED OR E30LT LOCATIONS DIRECTLY - - - - - - - - - - - 7) IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION ON THE HARDENED CONCRETE IF EPDXY ANCHOR BOLTS - - - - - - - - - - - - - - - - - - - - DETAILS OF THIS SHEET. THE BUILDING AND IT'S COMPONENT PARTS DURING ARE USED. SEQUENCE TO INSURE THE SAFETY OF POST STRAPPING 0 TOP STRAPPING 0 TO ERECTION. EPDXY GROUT 1/2"t THREADED SOLE PLATE SHALL 13E 2) CORNER LOCATIONS SHALL BE PER DETAIL "L" ON THIS CONSTRUCTION NOTES: SHEET. STEEL ROD ANCHORED TO SLAB W1 1/2'0 CONG %% 3) INSTALL COUPLERS, WASHERS & NUTS WHERE REQUIRED SPH, "SIMPSON', STRAP 2x4 STUDS THREADED ROD BOLTS SPACED rA co 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 MANUFACTURER'S 6% 6" OR 4% 4" POST 160 O'C' /-PER SHEET # S-3, ADDITIONAL CONCRE E DOTING RECOMMENDATIONS. EXP_ BOLTS MAY BE NEEDED COMPRESSIVE STRENGTH AT 28 DAYS. SLABS ON GRADE MAY BE CONSTRUCTED w/2500 PSI ABU, "SIMPSON". 6X6X10/1O WWF PER SHEAR WALL TABLE ON POST ANCHOR 05L Flki�* SHEET # S-2. CONCRETE. 4) ALL THREADED STEEL RODS SHALL CONFORM TO THE P4 REQUIREMENTS OF ASTM A36 THREADED STEEL, GALVANIZED. DRIL 2) FOOTINGS SHALL BEAR BELOW DISTURBED & ORGANIC $OIL AND UPON EITHER THE SURFICAL SOIL L 6" INTO CONCRETE 4 OR UPON STRUCTURAL FILL COMPACTED TO A DENSITY OF AT LEAST 95% OF STANDARD PROCTOR MAXIMUN DRY DENSITY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THE BOTTOM OF THE FOOTING. POST STRAPPING 0 BOTTOM ANCHORAGEIQ SLA$ 0__BOTTOM 4 3) BEARING MATERIAL: THE FOOTINGS SHOULD BEAR IN EITHER THE EXISTING FINE SANDY SOILS, BOLT RUN DETAIL (TYP) (N,T.S.) (2)-#5 RODS CONT. mow WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL. THE BEARING LEVEL SOILS, AFTER COMPACTION, SHOULD EXHIBIT DENSITIES EQUAL TO 95% OF THE MODIFIED INTERIOR THICKEN SLAB DETAIL PROCTOR MAXIMUM DRY DENSITY (ASTM D1557) POST STRAPPING ^A POST STRAPPING 4) REINFORCING STEEL SHALL BE ASTM A-615 GRADE 60 STEEL CONFORMING TO ACI 301, TOP & BOTTOM TOP & BOTTOM C) ACT 315, ACI 318 AND CRSI MANUAL OF STANDARD PRACTICE, LATEST EDITIONS. (N.T,&> MISC. FOUNDATION DETAILS ,,K G 1.4 0 5) ALL CONTINUOUS VERTICAL AND HORIZONTAL REINFORCING STEEL IN FOOTINGS SHALL BE (N.T.S.) LAP SPLICED A MIN. OF 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER UNLESS I OTHERWISE NOTED, rZI 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 in. MIN, FOR REINFORCEMENT. P14 FOOTINGS (TO MAIN REINFORCEMENT).....................3 inches H2.5A, "SIMPSON" H2.5A, "SIMPSON" H2.5A, "SIMPSON" 0 TERED CUP (TYP) OR CLIP (TYP) OR ROOF TRUSS CLIP (TYP) OR HEADERS PER SHT. # S-2 H2.5A, "SIMPSON" 0 SEE SCHEDU -0" AROUND CORNERS OR ON SHEET # S-2. ON SHEET # S-2. GARAGE DOOR HEADER ROOF TRUSS SEE SCHEDULE "A" 7) HORIZONTAL BEAM AND FOOTING BARS'SHALL BE BENT V N CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. v ON SHEET # S-2. D. RS, ETC. NECESSARY TO SUPPORT 8) CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTE REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAJNLESS STEEL. 9) ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR LATEST EDITION, UNLESS DETAILED DETAILING REINFORCED CONCRETE STRUCTURES ACI 315 OTHERWISE ON THE STRUCTURAL DRAWINGSSTRAPS 1/2"0 THREADED STEEL 20g x 24" LONG 10) ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS 1/2"o THREADED STEEL ROD PER SHEET # S-3 TWISTED sTRAPPIN CO ROD PER SHEET # S-3 FOR CONCRETE" ACI 318 LATEST EDITION, AND "SPECFICATIONS FOR STRUCTURAL CONCRETE CS20, "SIMPSON", *Mow FOR BUILDING" ACI 301. SEE SHEET # S-2 FOR # OF STUDS. NA5gN_ARY- 1/2"0 THREADED STEEL SEE SHEET # S-2 1) CONCRETE MASONARY UNITS SHALL BE ASTM C90-75, HOLLOW LOAD-BEARING CONCRETE FOR # OF STUDS, ROD PER SHEET # S-3 MASONARY UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH 2) MORTAR SHALL CONFORM TO ASTM C270 AND BE OF TYPE M OR S, CONCRETE SLAB Q-4 D AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C., 3) HORIZONTAL MASONRY JOINTS REINFORCEMENT SGALL BE GALVANIZED TRUSS-TYPE WITH 1) ALL WOOD FRAMING SHALL BE SYP #2 AND INSTALLED PER AITC AND TPI AND NATIONAL 6 in. LAP AT ALL SPLICES AND PLACE WOOD E SUPPORT GIRDER DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION. EXTERIOR WALL OPENINGS EXTERIOR WALL OPENINGS ^E DOOR JAMB AS 90C 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXTERIOR WALL OPENINGS DETAIL SAWN LUMBER LAM. VENEER LUMBER STRAPPING 0 TOP BOTTOM STRAPPING 0 TOP & BOTTOM EXCEPT AT STRAPPING 0 TOP & BOTTOM Fb = 1,120 PSI Fb � 2,500 PSI (N.T.S,) GARAGE DOOR & OTHER LOCATIONS SHOWN (N.T.S.) JAMB STRAPPING 0 TOP & BOTTOM Fv = 285 PSI 3) ROOF & WALL SHEATHING SHALL BE 7/16" ORIENTAL STRAND BOARDS (OSB) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONARY. CONCRETE TOP PLATES H2.5A, "SIMPSON", CLIPS (TYP) OR OR SOIL SHALL BE PRESS URE-TR EATED. SCHEDULE "C" SEE SCHEDULE "A" ON SHT, # S-2 ENING DEVICES NECESSARY AND SUITED FOR EACH ROOF TRUSS NOT V) 5) CONTRACTOR SHALL PROVIDE ALL FAST RECOMMENDED STUD SIZES AND SPACING BLOCKING REO'D. SHOWN FOR CLARITY U) 08 T S, SL T IRUSS "ix 20g 24- LONG � 4' FROM CABLE END 0 48" 0 C /-HURRICANE CLIP H-2_9 160 7/16" STRUCTURAL ROOF SHEATHING U-HANCER OR EQUAL 0 413" O.C, BOTTOM CHORD To SERVE AS N � APPLICATION. FASTENING SUBJECT TO MOISTURE SHALL BE HOT-DIPPED GALVANIZED TO ASTM WALL PLATE HEIGHT STUD SIZE SPACING 2X4 13LOCKING 0 SHEATHING JOINT 2x4 OUTRIGGER BETWEEN OU7RIGGERS A-153-80. CONT, 2x4 SCAB FROM TOP TO 6) ALL METAL CONNECTIONS AND FABRICATIONS SHALL COMPLY WITH A.I.S.C. SPECIFICATIONS. 8'-0" THRU 9'-10" 2x4 2X4 BARGE RAFTER CONT. FOR X-BRACING 0 8' o.c. PROVIDE CLIP FOR 400 FASTENING SUBJECT TO MOITURE 14'-1" THRU 18'-6- 2x8 1611 FASCIA BOTTOM CHORD OF GABLE V) E.. PROVIDE } SHINGLE STRIP BOTTOM CHORD OF COMMON � 7) SOLID BLOCK ALL JOIST AND RAFTERS AT POINT OF SUPPORT. I ;�,"I 1�, SPH, "SIMPSON", STRAPS BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF #2 - 12d NAILS 0 8" D.C. END TRUSS 0 32" D.C. 8) GRADE OF LUMBER TO 2x4 X AGING Ig'-O" THRU 221-0- 92xx 110 12" 0 D.C. TOP CHORD OF GABLE END (3) 12d NAILS INSTEAD OF SYP #2. TRUSS DROP 3-1/2 12 DOUBLE TOPPLATE THE PLATE HEIGHT REPRESENTS THE VERTICAL 2x4 SCAB CONT. TOP TO MAX, BOTTOM CHORD a 8 ft. UNINTERRUPYED SPAN LENGHT OF THE STUD. FROM GABLE OPENING C), IF HORIZ. CONTINUOUS BRACE CAPABLE OF TRANSFERING LATERAL LOADS TO SHEAR WALLS I CONT. 2x 2x4 BLOCKING 0 48* O.C. 13ETWEEN SCHEDULE "B" MISCELLANEOUS FASTENING SCHEDULE I 90TTOM CHORD 0 X-BRACING GABLE END TRUSS AND FIRST SPACE 0 32" O.C. DOES EXIST, THEN THE SCHEDULE SHOWN ABOVE I (PROVIDE ADDITIONAL 2x4's AT COMMON TRUSS (MAX.) FASTENER NUMBER OR SPACING DOES NOT APPLY. 2x4 SCAB IF VERT VERTICAL IF HIGHER THAN 48' WEB IS NOT PRESENT CONNECTION I TOPORM AN "L" SHAPE) k CONT, 2x4x8'P2 SYP. LATERAL TOP OR SOLE PLATE TO STUR, END NAIL 76d COMMON 8d COMMON 4 AT X-BRACING BOTTOM CHORD OF (,3) 12d NAILS STUD TO SOLE PLATE. TOE NAIL J GABLE END TRUSS _j DOUBLE STUDS, FACE NAIL F7 DOUBLE TOP PLATES, FACE NAIL 10d COMMON 16" O.C. I X (2)-2x4 TOP PLATE ISOMETRIC %II]IEW SHOE PLATE 6i TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-10d COMMON S SHOWNG LATERAL BRACE TO SCHEDULE CONT. 2x4x8' #2 yp_j 2x4 STUDS 0 16" D.C. CONTINUOUS HEADER, TWO PIECES I 6d COMMON 16" O.C. ALONG EA EDGE 0 WALLS LATERAL BRACE 0 413- O.C. GABLE END TRUSS < FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARIN 7/16- OSB ON Iq 2x4 BLOCKING 0 4FI" or -PLATFORM FRAMING- SUPPORT BEAM OR JEXCEPT A OTHERWISE NOTED ON THE DRAWINGS) NAILED ON 4-/12- BETWEEN CABLE & FIRST TRUSS GIRDER PER SHEET # S-2 PLYV400D & PARTICLEBOARD SHEATHING: ROOF 7/16" OR GREATER 8d COMMON 6" O.C. EDGES & PROVIDE A MIN. 400 The OF SHEAR. 0 WALL 7/16" OR GREATER 8d COMMON 6" D.C. EDGES & LINTEL (3)-2x8's (3)-2x I O's (3)-2xl2*s PLATFORM FRAMING ,� 12" D.C. INTERMEDIATE GABLE END DETAIL JAMB USE TWO, (2) STUDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED FLOOR 3/4" T&G PLYWOOD JOB NUMBER STUD TO STUD STRAPPING 12" O.C. INTERMEDIATE TWO (2) PLATES WITH A 112" PLYWOOD FILLER MAY BE USED INSTEAD OF ."6669664 0 , . ..,1. THE THREE (3) PLATES MENTIONED ABOVE. UNBRACED LENGTH OF X-BRACING MAY (N.T.S.) NOT EXCEED 10 It.. IF LENGTH DOES 10 ft., ADDITIONAL SCAB IS REO'D. EXCEED S -2 S-3. STUDS SHALL BE CONTINUOUS FROM TOP PLATES TO SOLE PLATES. OR SEE SHEAR WALL TABLES ON %IEET S if , , ' A SHEET NUMBER S 40F S-4 � | � / � � ! ! ! � .�',''-',~,,.... | | ------------ Kimeo product likafings Effeefive.. Wsych 2002. -PRODUCT LINF, RATING(T)st) 0n) IV140/50-SH +30 .35 53x78 Standard single hunt, +fto -35 36x96 M40HP/30MP-SH +50 0 53-63 Wigh-performance single hunt, +50 -55 53061/4 +35 .35 53x96 TW—SP.- +50i -50 5308 Tilt sash singla bang +35- -35 53x96 T13-SH +50 -50 53X96 Tilt',hermal break single hung +70 -70 5303 Impaelt sIngleburig Rw lip +35 -35 127x6l High performance horizontal slider RW XVP +55 -55 74x5l Extra higb p urformanco horizontal slider +45 -45 112x63 =314/5 SOD +a5 -35 4069 panels Standard slidincr glass door +30 -30 3080 pmels 21,Sill M20/4/5 RP SGD +45 -45 4080 panels' High perfomance sliding glass aoor 2-1/2"Sill JV12/3/415 XUP SOD +55 -;55 503b panels ExtraUgh performance sliding glass door 2-1/21,Sill 5'wide panels not available In M3&5 Revisud:04/04/02 t TILID 41'fflAJIII;4— as mew InSTAUTIatl Aficil f? wrtlino By 011irp COARLIC M WWI K 09111110 1-110' —%Lml Fill BY 0111rits WI it CAWt $Etitli.0 VIMnif ritt 30CII ANCMI? ft��ill At ACWIX AA CA.Stf Cr l#1jjTA4;l.AI loll Ar-m=U1115 L0,4R3Jt(CA1lT14 flftl. -,I- CAL%X UNWI V000 2L*( U1-.,1M ;j I L, "' Still. 114A IIAX 1P I . I By 0111CRS 511111 At RZ it. .11A L I,!',IIA 4 11 IC$1,114 hClli;SPACC It JWJ /I,-it P)d S TAVII115 L ItAIUN;ly&DIIIAG By Olitffts Itm by vilal). 'I 1151, 11) AL 'L,If jo �IUQ 11T 1`11AAMS Or allims LLIATI tom 11 laNW, 0 lc%l 171:1?11Lr%1AV%1Iw Allcrals 1�131 It rf TwIcIrIll LrIVIT To AtIl V tucit Bf OrIFRS ElIUMIDIT UWAMATIM AIICIG3;1 A1110 3,411 11� " 11 C El"r STA L MtV Jkl*=$1.1!fill,km w", Ill INSTAUA71M At"R Or 1-3104*V1111 3141DURY Gill ewltrit1t. CAULK 1ENfEll j1A$4IRY LIZ dZI ED'l'E rl 1111 M111115 11.%JCBG DUCK 0 ILA ILLOVATLE SPAC010 11PIC01 910 SCRE11 MCIMS AND CONUETE SCAEV AgIMS to IC It. Rio$CRCV CIYPJ At numits Ct.MIL Skill AT litro'It. 51 Do:LAICK CAL-Lic III raliMptria 10 PfPJHEItR$CAL.AAM10 EXICRIOR Of 0 at or Vwj RUCK A100101? 5 urcit4t=9 3!IC!it M- 1.1114 fit PJACiin cjwl VIC kitIol ay4flily A I f�rxj 112111111AGO S"In SLICIR0 GLASS 3/ CIA MICREIE AMILVAJAICPS101)FlItiluke RCO�a MCI Jull"In". Iti IrDap,Wntm SPACE JAR Ill ctus w1coritj IfAy yARr frit prolaRcil III a Atilt EIXI CLA$2 CfLAJtYj.IllfrAr ,jjLtj)Pa 101SUL'kni YlIULATWO t.AsT 1%,Auti 011ILkni LL j W.SM.MMRS 0110 nL At C)ICIIS I., It SILL 0r 10 IC XCAQP Will 01 VALL J11IID Skill SPACE luu�lCiRtm AILI IIIIIA11,111111 1111,1111'I'll IC IWC rr C111111110 REIIIIIIII IIAIMIAL' 21 flypi "I ALL CaVICURATIOM tIST111 AZWA ARC U41ifil DII 11113 NAVUI(L I;QVCVCIJ 11ISFALLAIIVI Flj�j ''I o IMA IlIlt "iIA11111 VAII ItIS11MAI'lail, 1wrff(O9 1113. Stitt sly .1140 1'' lYi�at APPLIct In t[AN 3; VQVID RUM WK 4 It WX 1. By III IM T1101RED CLAS fill Vwc JAI13 EATEalak Fildsk YR) y DT1195 EXI.F11JI314 INSTALLATIGH ANU R CHART PER11 CTER CAMK B1 M�'ER�; SECTION 2 ATLITHMS PrRinEIER CAUIX 1110 SCREWS IN 3/16* DIA. CONCRETE 1110 SCREVIS Q CA. PCR?IfCTCR CAL" JlY flThrAS F?AHE H AD SCREW IN FRAHE JAND L 00111C STRIP BY OPUS CALL QVE:RhLL SIZE, SIZE - 46 I'sk 61 FSr up in 46 PSr fil psr UP 1`0 46 FSF 611 PSF1 viliquil C� to 10 To 113, TO MOW 17IIIIS 10 9sr M 41 eTr 60 FSF 76 p5e VIND011 ar atizu FLSF .VIOTH P jf _16 S31P f Wa XD1 DX.XX 10-111,16 00 a 3 W),09.XX 79-11,016 0) 4 SQ910a CLASS DDOA I'AAlif 9/4'f4AX 6168 4 4 1 4 IXAO SA4L 61011 IVAII SFAEC a so Y0.D9,NX 96-11116 D 5 5 7 9 SILL 0DOL t a J1041)OXG 11IS-5,fa 00 7 LO By nytCR5 150SO , 9 IF. It rX A- 7 15 -+_ 24'OLE. Imull' lic6a OuD,XXXX 144-11/16 t'80 7 1) [a 7 7 0 '1 6 6 14068 UUO,XX)rX 192 11/1�;,0) 10 13 Is 9 10 12 3 4 6 Ell=09W.X0.3 040-11/16 X 60 13 17 11 ilk IG 3 6 6 Z-;-9-6 -":J— — 0 5003 xv,OX.xx 16-111111 3, 6 6 _6 2 Ly CLA'SS tjYP,) 6080 NIL(De.XX 712�111 16 11 1 a S anea�0,ox.M 01-11,16 IS 5 9 7 rITTALLATIMI AIACNGR VINCOV GJD WREW MIGHT tilip') CALU JI 12m UX0 145-5/8 X 96 a 10 a 11080 wa at-Sia�,96 to VLMD 1C 11 ___v V___4__ 114-11 "oily SIRIP T %%I U 'A Y5,7 n, ja 9 6 ----G— SPACE 1202mmX 144-11/16 0 16 7 It 6 9S 6 11050 OXXI),XMX 193-31JJ6 X 56 11 14 17 9 12 1 if)JuSIALLATIM Iva vy VWD 4093 119ko, UX 1 40-11,016 96 14 113 1? 1p I A. A &I PAY- (TwKy S.U011111 LLAT ND DY FRA)10 bbull rRAK By 0110S SLIDlid GLUS Ip DOUR 19COK SIR w Max.(tip.)— �ITIDN 1 017 011r AlILjrUjI ALEDY 6063. FLEY-AlIQ JL Oust ec OF suffICIEW LR41 TO 1-04'JIM Exr.rINIVI MEMO FJXYffm )F 11'11110 Mr-WID MEMSER. By.nums &KHRIOR ELEv iffil G'FRO)J CoR;ERS&24'D.C. VIEWED FROM EXTERIOR At 13X0 DDUR SHDWN 11M. XXXX DOOR SKIWO AT lito&imus waJI DUO-M FERWEIER CAVL9 701FERM&LASS By 11110S 4W E0,APFrr_4ZI0fI'al'GUO-Sft, (lip.) IPLY WiTil SMAJIF rIUTAC7!1ASt.LjS SEI SILL III EEO IONCO I TD. C"t MIM0 rut r YIIW M11"ROAD nr CWIMC71;UR CALU JACKSONVILH', VCORIDA ,,kLnrf roft;PERivETM SVL MOU11D JACK10IMME.FLOAIDA 32Z!ii4 IIISIALL671LUI AlICIM SLIDIM CLAU KINCO,, LTD. ""'0"' lr-y WtV DIA.1;111MRXIE WOR FRARC ar 1ATfEf)III Rictio.9 ClaRT.USE ScRru unm(Typ) SLIDING CLASS 1)(314 WITWO BY wrMn OUCK OR FRAIIE TAII np Iq Mir,INSTALLATION 119 - IMOD FRARE ENJ Fn ClIhIenric ak 011116 OX/ XX VXG'/ OXX0 t XXXX IIWALL�R!��JrLAJ nIR nIXT winit STIE. JjAy VARy put W RtOUARWiTS 71, 'jItj Sjt4GLE HUM 1,11RIBMI H40/50 & 14411/S011P DpEpulct -I'Lot"MANUIL pAR11 EZ i" 13D 61R�1110uwi C1 ttqr. 11. Oftwilo. I" VIL mm DO aDT neoulte AT[bt f Ell L toll AlICHOu ME Imity nto 11jin-ast )(D, XX DOOR SHOW L A"I- nfo' i n, 03,SUME W20?0 15 SHOW1, Vy orligits 71-Z.- Awl 1 4 IDL _FFI1 47;0� A Al alai CAS *A",M. -P 7F / 6 4 MA"IL IIARI III Z CIVIL aT 47; 2 BY V669 BUCK 110 x I W' 1-11111NM INKI)MUlf OR 4,563'_ 1112,,MIR ENBEDUT (fyp) MIS 91AIL K 114MA0 9U Af[0196 ROMEO V k 01 R m7M 011 4 N �It cool R1 NwAri (2) PER HEAD J41B to slu - 1� VAR 1 V410 1H mfgs'lljj�MY Ife $�H IM Im 10 1/4' GAP PAX, .750, (((o WIN is U klao 'Oved 1- 116.0 Or broved x MATERIALS LIST PiRl led Mugs no-READ A43 EV-12 1116 4 911V C To BE NO camm VIAURSIRIP _T MPUR - D_. M,UK M 1.1/4'x 4 9/16-Na, 10 pf yNg ma llff%lo EV-13 LwLd 9/W IM po rA Sin INTEPNIOR79 5/16, sm vul 26 go.(Oil m -.m) 11AX [XIERIOR 0.4 0 1.61 DEM.Luj' m_� mr.Inu 019311y 8 10 b Ud 01163 CUM " 1 [Hi a)to RON EV-18 i'm SlU W-0) 1 p/16,x jiil6l x 191/16,NR,19 ENE [UK TKIR RAlf EV-09 /150 Imck ptulic a oil 491 IMCK WEIL) 6L 11/4' 9/jj h1j, To 6c vwj 110 x 311,VOWERNS (1)SUNS PER HUR 110_x 21 FRV.S. (�2)SUM PIR R%[ —T 0 W1 KI 10M 110 x 31V FRU 12)ONS PER NN�f 21 FAVI Al EU SIRK PLAIC t uck Kola 2 BY V000 pu— RNIMUNIUR MAI miLpg -LESL Iziv, Kim I If- N1 I y ri- [lib011 OR all Mv PFH TAPENS VITH, T�0, ''�!l ��i t 112ININ, [HUfflif (lip) 104 (2) PER HEAD JAM W11%It alp A JN�WJNG SHEET 2 OF 6 DOOR CONFIGURATIONS W 3/4' MAX —4.WAX _r MAX m.X INTERIOR r-,"A; r MAX . I . .. I ji 10a,MAX MAX I I . - WAX 15 113,MAX f/4. * -1 . I . . .. . . Uc_ HA)c —3 7 M If, —at) _314. MAX —33 3/4' MAX KAI V4, WAX 2z,MY 6 r 15'MAX MAc_ 4'WAY is-MAX PI.Ll 4 9116* 3-MAX NAK, r 6 -I,MAX .7 MAY A'MAX 4'MY M UL411kG LETA 4.MAX IS. 6 L Ir)"X ——1 1/4, EXTERIOR PAY IT L —:3%U4 SECTION A-A r_4 MAX OTHER CONFIGURATIONS 14. L_I, -SWING ,Ax GLAZING DETAIL IN r MAX "X f 'V111 All aFaA MAX MAX Z- 4'KA LAT X EWERM ELL L UKU W51 1&0,M CEC ff EMANFF i 1 KAt; MUM C, JOE xe PREM a DUR EN MRS .131 IN292'�, GLASS BITE 9' Mm4ac mjpw;wo;flcg FUMZjmglfz pK8 UL R FIRRY MIN: ACCEMIX-M 1/8' TEOVED CLASS 2 IF 6 A C j 11A "LIP _X CM,: 4,56 IV-0) low " MI M LUTI