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Paradise Lane 711 r _ HgCI- � rn a of atcham Res 8 C! C 5 :g E E 105 enc eJacksonville Beach, Florida• c a od`, 4 tq CO T p N 4 � M O o O O 4 O O � 08 Z W (1) iY CLHoines J » ■ Qw mom a m to N V- N h; �C14 CV Q 00 >c�7� t4 �C tx0 Ca LLL ti G�ti Ch CRI . 4)(0 ' �mv [0 N N Q C O dao i Cn Cn CU �b APPROVED co CITY J NTLANTIC BEACH 131JH-DING OFFICE LEE 3 0 7004 4=0 City of Atlantic Beaclh Planning and Zoning Departrl" This approval verifies compliance iwNh lIpilIftels zoning, subdivision and othelr local development regulations, but doesi not constltuft approval for the issuance of permitis. Compliance with Florida Building Code and all other applicable local, State and Federal permitting requirements must be verified by signature of the "Iyollantic Beach Suiirt,ng Official prior to the, of a Building Permit. ,. ► e r` 4 Approved By: ISN Co - 1ty DevelQpiment ire to, � y L o o .... 04 SEP ' � 2005 c 1 i � 0 aLL.a BY OB NO. 05-131-0066 Islamorada SHEET TITLE SHEET COVER SHEET AO.0 L _ r N C s N D no ES 4D ABBREVIATIONS SHEET INDEX GENERAL NOT c C ;. c > E A.B. ANCHOR BOLT FAS IFASTEN(ER) PAR PARALLELS 8 �' $ 1. All work periformed shall comply with all applicable Local and State Building codes, 5. SIDING&ROOFING A ABV ABOVE F F.B. IFACE BRICKP P.BD. PARTICLE BOARD A/C AIR CONDITIONING F.B.O. IFURNISHED BYOTNERS PC.CONC. PRECAST CONCRETE ARCHITECTURAL ` Ordinances„and Regulations and all other authorities having Jurisdiction. ACC ACCESS F.D. IFLOORDRAIN P.E. PORCELAIN ENAMEL A. Vapor Barrier shall be applied on all exterior walls. Install as per manufacturer's AC.T. ACOUSTICAL TILE(CLG) F.E. I FIRE EXTINGUISHER PED PEDESTAL(SINK) requirements. AFF ABOVE FINISH FLOOR F.F. IFINISH FLOOR(LINE) PERI PERIMETER A.D. AREA DRAIN F.G. I FIXED GLASS PKG PARKING 2. Minimum Design Loads: B. Install#15(min.)felt under all shingles. ADD ADDENDUM FGL IFIBERGLASS PL PLATE(HEIGHT) AO O COVER SHEET FLOOR: 40 P.S.F.Live Load ADH ADHESIVE FIN FINISH P.LAM. PLASTIC LAMINATE C. Nails only to be used for roof shingle attachment. ADJ ADJUSTABLE FLG IFLASHING PLAS PLASTER u' 4 4 O � p O 10 P.S.F.Dead Load No staples allowed. AGG AGGREGATE FLR IFLOOR(ING) PNL PANEL A1.1 INDEX, ABBREVIATIONS, SYMBOLS AND M 4 A.H.U. AIR HANDLING UNIT FLUB 1 FLORESCENT(LIGHT) PNT PAINT(ED) o o a a o rn ROOF: 40 P.S.F.Live Load AL ABOVE LANDING FN FENCE PR PAIFABRI GENERAL NOTES 10 P.S.F.Dead Load D. Flash all roof to wall conditions. ALT ALTERNATE FND (FOUNDATION PREFAB PREFABRICATED ALUM ALUMINUM F.O. I FACE OF PSF POUNDS PER SQUARE FOOT W Verify design loads with local Building Codes and conditions.Refer to Structural E. Gutters to be 5"(min.).27 gauge aluminum with baked enamel finish. Downspout to be 4" A.P. ACCESS PANEL FF I FIRE PROOF P51 POUNDS PER SQUARE INCH � Z Engineering for all structural details,specifications,and notes. .20 gauge aluminum with baked enamel finish. APx APPROXIMATE FPHB I FIRE PROOF HOSE BIBB PTN PARTITION =j w w ARCH. ARCHITECT(URAL) FPL IFIREPLACE P.T. PRESSURE TREATED(WOOD) LAYOUTS 0 1 9 ASPH ASPHALT FA I FRAME(D)(ING) PV PAVE(D)OR PAVING A.T. ASPHALT TLE FS I FULL SIZE PVC POLYVINYL CHLORIDE(PIPE) L 3. CONCRETlE 6. INSULATION AUTO. AUTOMATIC FTG I FOOTING ) PVMT PAVEMENT A2.O FOUNDATION PLAN AVG AVERAGE FUR FURRED(ING) PWD PLYWOOD A. Foundation types and designs may vary with the individual pertinent soils conditions on A. Provide R-11(Min.)batt insulation in all exterior walls and R-19(minimum)blown insulation B36 36"WIDE BASE CAB. GA GAUGE eaclh lot. The Architect does not warrant or guarantee this building design in locations (or batt and blown insulation)in all ceilings or rafters adjacent to the exterior or to unheated BBD BOARD G.B. (GYPSUM(WALL)BOARD O.T. QUARRY TILE A2.1 MAIN FLOOR PLAN where inadequate soils or landfill occurrences require special or additional design for spaces,plus R-19 at exposed floors. All insulation to meet HUD minimum property specs. BF BI-FOLD(DOOR) G.C.(GENERAL CONTRACTOR structureoccurrences.or gas mitigation due to these orrences. R-11 batts at fireplace chase walls and under fireplace unit. BIT. BITUMINOUS GD G3RADE OR GRADING R R RISER(ON STAIRS) A2.2 SECOND FLOOR PLAN RIA RETURN AIR BLKG BLOCKING G.D.O.(GARAGE DOOR OPENER R.B. RUBBER BASE A2.3 ROOF PLAN w BLDG BUILDING GFI(GROUND FAULT INTERRUPTER RAD RADIUS i BILK BLOCK(CMUs) GL(GLASS OR GLAZING B. Ali(design,revisions,engineering,installation and liability of soil conditions,gas mitigation BLKG BLOCKING GL.BK.CGLASS BLACK RBL RUBBLE B. ROOF DRAIN AZ.4 FRONT & RIGHT ELEVATIONS am BEAM GA(GALVANIZE = andstructural designs due to inadequqte soils or landfill occurences shall be the 7• DRYWALL B.M. BENCH MARK GT(GROUTD IRON V) REFR REFRIGERATORA2.5 REAR & LEFT ELEVATIONS J �+�• -� responsibility of the"Builder-Developer"or its subcontractors involved with the design and RES REQUIRED installation of such;and the Architect shall not be held liable or responsible for their BP BI-PASS(DOOR) BAG BEARING 42"H 41�'+"HIGH(WALL) RES RESILIENT A2.6 INTERIOR ELEVATIONS = 0 impllementations. A. All walls to haveY'gypsum and all ceiling t4f4Wsum$'ceiling board unless BRK BRICK H REV REVISION(S),(S),REVISED noted otherwise. H8 I HOSE BOB REINF REINFORCED(ING) B.S. BOTH SIDES H.C.I HOLLOW CORE RFG ROOFING BSMT BASEMENT HD AHEAD OR HARD B. Use water resistant gypsum board for exposed walls and ceiling at shower and tub wall BTM OR BOT BOTTOM H.D.I HEAT DETECTOR OR HEAVY DUTY R.J.B. REINFORCED JUNCTION BOX ELECTRICAL �1 C. Contractor shall be responsible for size,location and installation of revised steel reinforcing areas receiving fiberglass enclosure. BTWN BETWEEN RLG RAILING HDR per local codes or specific soil conditions,whichever is more restrictive. BVL BEVELED HDW IH W R&M RANGE W!MICROWAVE HAA D HARDWARE RM ROOM B.W. BOTH WAYS HGT I HEIGHT R.O. ROUGH OPENING HA HOLLOW TAI R.O.W. RIGHTO E1.1 MAIN FLOOR ELECTRICAL PLAN co 8. INTERIOR TRIM AND FINISHES to be selected by contractor. C CAB CABINET HORZ tHORIZONTAL SHELF(S) C.B. CATCH BASIN R&S ROD AND SHELF(S) N I��• D. Soill test must be approved by Geo technical Engineer prior to footing pour. CEM CEMENT H.R. HALF ROUND(WINDOM SC SOLID CORE(DOOR) E1.2 SECOND FLOOR ELECTRICAL PLAN 9. DORS&WINDOWS CER CERAMIC HS HORIZONTAL SLIDER S SCH SCHEDULE CF CUBIC FOOT HTG I HEATING E. All concrete footings are designed to bear on minimum soil pressure of 3000 p.s.f.and CHAM CHAMFER HVAC fHEATINGNENTILATING/AIR COND. SD SMOKE DETECTOR shall be placed on firm,undisturbed soil 3"-6"minimum below grade. Contractor to A. All patio doors-operable leaf inside. C.I. CAST IRON HIND I HARDWOOD(FLOORS) SEC SECTION reinforce concrete footings and poured concrete walls as required for specific soil conditions C.I.P.CONC. CAST-IN-PLACE CONC. S.F. SQUARE FEET Co O `O Ii or local codes,whichever,is more restrictive. B. Door and window infiltration shall be in accordance with local ordinance and shall meet CIR CIRCLE 1.8.1 IRONING BOARD SF.GL. SAFETY GLASS . performance standards ANSi/AAMA 101-88 for metal windows DH-C40 for vinyl windows CIRC CIRCUMFERENCE ' I.D. INSIDE DIAMETER S.G.D. SLIDING GLASS DOOR SH SINGLE HUNG OR SHELF(V1NG) � � � C.J. CONTROL JOINT OR CONSTRUCTK)N JOINT I.L.O. IN LIEU OF ca m and the CRF shall not be less than 55. SHT (DRAWING)SHEET -r E N CK CALK(ING)CAULK(ING) I.M. INSULATED METAL SHTHG SHEATHING y E o F. All ICOncrete shall attain a 28 day compressive strength of 3,000 p.S.i. CLG CEIOLWG OR CENTER LINE INS OR INSINITI INTERIOR INSULAD(TKNd) SIM SIMILAR CL �jrn RANCE) SKL SKYLIGHT CLR CLEA C. Provide insulating double glazing at all exterior glass areas and tempered glass in all sliding CLS CLOSURE OR CLOSER(DOOR) SL SIDELIGHT OR SLEEVE d " utility locations. When concrete lass doors and in windows as r local Codes. JST,JOIST(FLOOR OR ROOF) o G. Provide minimum 4 concrete cover at under stab ut ity ocatt 9 pe CM CENTIMETER(S) J JT JOINT SNT SEALANT a a SPC SPACER encasement of utility lines is required,increase slab thickness at the Utility line. Install CMU CONCRETE MASONRY UNIT utilities lines well below slab. C.O. CASED OPENING KD KNOCKDOWN(CEILING) SPEC (AUDIO) SPEAKER(S) D. Caulk at all sash,sliding glass doors,entrance doors and bottom plates(all sides of COL COLUMN KIT KITCHEN SPK (AUDIO)SPEAKERS) S.ST. STAMSTEEL STD STANDARD openings)and head flash all windows and doors. COMB COMBINATION KO KNOCKOUT LE CONC CONCRETE KPL KICKPLATE(ON DOOR) H. Provide isolation joint material(asphalt impregnated)between foundation walls and all slabs GOND CO CONDENSER KIS ICK SPACE STG OR STO STORAGE L STEEL including patio, porch and sidewalks. CONST CONSTRUCTION TR 10. MECHANICAL&ELECTRICAL CONT CONTINUOUS LAM. LAMINATE(D) S Q SQUARE STRUCTURAL I. Provide"Zip Strip"or tooled control joints where indicated on the foundation plans. CO RR CONTRACTOR LAV LAVATORY(SINK) CORK CORRUGATED SUS SUSPENDED A. All electrical and plumbing requirements shall comply with local building codes. AN outdoor, CPR COPPER L.B.O. LOCATION BY S.W. SHEAR WALL DIMENSION NOTE bathroom and garage wall receptacles shall be provided with ground fault circuit protection. C OR CPT CARPET uv LIVE L Service panels to be(min.)20 circuit,100 amp,110 volt. CRS COURSE(S) L.L. LIVE T TREAD(AT STAIRS)OR TILE 4. FRAMING CSMT CASEMENT L.P. LAA T.B. TOWER BAR LOAD PLASTIC C.ST. CASEMENT LT LW T.B.D. TO BE DETERMINED C.T. CERAMIC TILE L.T. LAUNDRY TUB TC TERRA COTTA DIMENSIONS ARE TAKEN FROM FACE OF STUD TO A. Laminated veneer lumber(LVL)shall provide the design values equal to or exceeding the COUNTER CENTER TR CEOR LTL LINTEL T.C.J. TROWELED CONTROL JOINT FACE OF STUD,UNLESS OTHERWISE NOTED. cr following: B. Provide gray box for washer and provide solid metal dryer vent(taped-no sews)to CCX CE NNE OR LVL LAM VENNER LUMBER(BEAMS) TEMP. TEMPERED(GLASS) exterior. CY CUBIC YARD LVR LOUVER T&G TONGUE&GROOVE 2800 psi in Bending,Fb TEL TELEPHONE 285 psi In Horizontal Shear,Fv C. All sewer and water sleeves to be depth and separation as per local code below adjacent D12"D 12"DEEP MM NETER(S) THK THICK(NESS) 2,000,000 psi in Modulus of Elasticity,E finish grade. Mk ASTHR THRESHOLD D DRYER,OR DRAIN MAS MSONRONRY T.O.C. TOP OF CONCRETE DBL DOUBLE MATL AIATERUAL B. Unless otherwise noted,all dimension framing lumber shall have an allowable Mending DECO DECORATIVE MC MEDICINE T.O.F. TOP OF FOUNDATION iCINE CABINET T.Q.M. TOP OF MASONRY stress+875 p.s.i.,(1000 psi repetitive)or better. D. Provide main sewer clean-out within 5'-0"inside or outside of the building line unless noted DEM DEMOLISH,DEMOLITION MECH MECHANICAL T.Q.W. TOP OF WINDOW otherwise. DEP DEPRESSED MFR.MANUFACTURER TR OR TRN TRANSOM(WINDOW) ■ DET DETAIL MH MANHOLE TP TOILET PAPER HOLDER VARIES C. Unless otherwise noted, D.F. DRINKING FOUNTAIN proy�: E. In all buildings a continuous conduit shall be installed from the water meterto an exterior DH DOUBLE HUNG MIR MIRROR MIN"AINIMUM TV TELEVISION OUTLET'OR LOCATION remote water meter reader at a location to be approved by the Water Department. The TYP TYPICAL 1. All trusses shall be securely braced both during erection and after permanent installation in conduit shall be capable of accepting a low voltage minimum 2 conductor Cable supplied DAM DIAMETER MISC 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. DIM DIMENSION MLD MOULDING UC UNDERCUT(DOOR) Plate Institute. The water department shall make the connections. D.L. DEAD LOAD MM IAILLIMETER UNF UNFINISHED DN DOWN(STAIRS) MMB MEMBRANE U.N.O. UNLESS NOTED OTHERWISE DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY D.P. DAMP-PROOFING M.O. MASONRYOPENING DR DOOR Moo MODULAR VB VANITYBASE UNIT OR FACE OF MASONRY UNIT TO FACE OF STUD. 2 a"high density T&G,Plywood subfloor glued and nailed. Panel span rating shall be APA DRY DRYER MACHINE MRB MARBLE V V.B. VAPOR BARRIER 24/32, Exposure 1,with sealed edges. install per manufacturers'spacing and edge DS DOWNSPOUT MTL METAL VB36 36'WIDE VANITY BASE recommendations. F. Water service shall be 1"minimum from each exterior shut off valve. DIS DRAWER STACK(CABINET) IAT MR M VERT VERTICAL D.T. DRAIN TILE MULL MUULLIONLLION OR MULLED VIN (SHEET)VINYL DTL DETAIL V.S. VEGTABLE SINK 3' a underlayment(minimum)under vinyl or tile on wood frame floors stems. G. All shower head heights to be 80"AFF at fiberglass showers and 84"AFF at ceramic DW DISH WASHER N NIA NOT APPLICABLE V.T. VINYL TILE L� Y" Y DWG DRAWING N.I.C. NOT IN CONTRACT _ Showers. NL MAILABLE F DWR DRAWER W W3630 36"W X 30"H WALL CAB 4• Min%"high density O.S.B.wood roof sheathing with'H'dips.APA panel span rating shalt EA EACH �S pM TO p,� W WIDE OR WASHING MACHINE j be 24/0,exposure 1,with seated edges.Install per manufacturers'Spacing and edge E EB EYEBROW(FLAT ARCH) N.G.V.D. NAT.GEODETIC VERTICAL DATOM WC WATER CLOSET WD recommendations. IMPORTANT NOTE. E.F. EACH FACE OA OVERALL WF WIDEFLANGE(STEEL BEAM) E.J. EXPANSION JOINT 0 OBS OBSCURE(GLASS) WH WATER HEATER ALL REFERENCES BY STRUCTURAL & MEP EL ELEVATION O.C. ON CENTER W.H. WALL HUNG D. Roof truss systems shall be fabricated with wood chords and wood webs in accordance with ENGINEERING WILL S U P E RC E D E ALL NOTES EIEC ELECTRiALj O.Caa OVERHEAD CABINETIRON designs prepared under the supervision of a registered professional engineer. , E.P. ELECTRICCAL PANEL O.D. OUTSIDE DIAMETER W CI WALK-IN CLOSET co REFERENCES & CALLOUTS ON THE ARCHITECTURAL EST ESTIMATE EQ EQUAL O.G.D. OVERHEAD GARAGE DOOR WIN WINDOW E.W.C. ELECTRIC WATER COOLER OHI OVERHEAD W/W/O WITH OR WITHOUT oNT OPENING WP WATERPRooF(IN PLANS. NOTIFY DRAFTERS OF DISCREPANCIES & EXG EXISTING OPT OPTIONAL W.R. WATER RESISTANT E. Roof trusses manufacturer shall submit 2 sets of sealed shop drawings to builder for CLARIFY CONFLICTING INFORMATION. EXH EXHAUST OSB ORIENTED STRAND BOARD W.S. WATER SOFTENER aplproval of roof trusses and beams EXT EXTERIOR W.T.W.WALSTOwALL WWM WELDED WIRE MESH ATTIC VENT F. Mints exterior grade plywood or OSB wood sheathing behind all masonry veneer,dryvit palners and cedar siding.See elevations for locations. CALCULATION 0 G. Pressure treated lumber to be used where wood is in contact with concrete and for 2x4 mud SYMBOLS SIR. H. Exterior deck construction shall be with pressure treated lumber with dimensions as FORMULA. indicated on the plans. FITM11 EARTH PLYWOOD ELEVATION KEY OR SECTION KEY 1 SQUARE INCH VENT FOR EVERY 300 SQUARE INCHES OF CEILING SHEET NUMBER ;;;�: SAND OR GRAVEL FILL INSULATING SHEATHING *144 SQ. IN. = 1 SQ. FT. BLDG. CEILING (SF)X 144= BLDG (SQ. IN.) WOOD STUD PARTITION BATT INSULATION BLDG. (SQ. IN.)/300 = SQ. IN. OF VENT REQUIRED SQ. IN. OF VENT REQUIRED 2 =50° AT RIDE ° DETAIL NUMBER OR SECTION KEY Q � /o G &50/o AT EAVES SHEET NUMBER 3-2X4 WOOD POST OR 2-2X6 UNLESS OTHERWISE NOTED RIGID INSULATION _. BRICK WATER CLOSET aim ANGLE (D I 'D -Z AREA TABULATION ® CONCRETE BLOCK P � CENTERLINER : CONCRETE TUB/SHOWER MAIN FLOOR PLAN 1861 SQ.FT. C HR HOSE BIBB(FREEZE PROOF) y SECOND FLooR 687 SQ.FT. LL M STONE �-- GAS LINE STUB TOTAL LAVATORYA/C AREA 2548 SQ.FT. .: � N O STEEL m C FRONT PORCH 132 SQ.FT. O � PENNY t d au. a PERPENDICULAR DIMENSIONAL LUMBER DOUBLE SINK LANAI 140 SQ.FT. BLOCKING PLATE GARAGE 496 SQ.FT. JOB NO. 05-B1-0066 R Q SINGLE SINK TOTALAREA SQ.FT. 3316 Islamorada ROUND OR DIAMETER ® FINISH GRADE WOOD SHEET TITLE SHEET GENERAL NOTES A1 . 1 L »� r _ FOUNDATION NOTES [NOTE-FOUNDATION] Y3 N m o _ } 42'-0' y \V! 1. STRUCTURAL FOUNDATION PLANS SHALL '' a o S 21'-3,Y" 18'-8)/2" BE BY OTHERS. SEE STRUCTURAL N Q ENGINEERING FOR ALL STRUCTURAL ' a y DETAILS AND NOTES. 0 2. SLOPE GARAGE FLOOR 1/8"PER FOOT TO g Q � 0t4 " OVERHEAD GARAGE DOOR OPENING. o 0 co n S c.' 'v p 19 le5-0 3. 4" CONCRETE SLAB w/fin xfin x10/10n W.W.M. OVER 6 MIL VAPOR BARRIER OVER CLEAN _ s S WELL COMPACTED(MIN.3000 P.S.I.) ej ��i TERMITE TREATED FILL. (3000 P.S.I.) STEPS TO GRADE FIBERMIX OPT. REQ'D BY CODE 4. CONFIRM ALL INTERIOR BEARINGS WITH \ TRUSS ENGINEERING OR CONV.FRAMING � PLAN. Lo 5. SUPPLY SEPARATE CONDUITS TO ANY o R c 4 r o C? o N ISLANDS FOR GAS AND ELECTRIC. a Q o o rn I I- --_—_--' — -` — -' �— �— `-- -- -- --- " --' ---- --1 I 6. CONFIRM ALL FLOOR OUTLET LOCATIONS I I 1 ( I I T,O SLABPOUR BUILDER AND/(DR HOMEOWNER PRIOR W � Z 7. GENERAL CONTRACTOR TO PROVIDE SLAB CC cow w I I I Iw CL -51/2 I I1 CONTROL JOINTS EVERY 400 SQ.FT. cf) °C Of I I I I p I I { 0cf) I I I I I I ( I 2-STORY FOUNDATION I ® CONFIGURATION I I f -- --- -- -- ------ --- --- I C/� I I I 1-STORY FOUNDATION ;l, I I Q 1 I CONFIGURATION 06 ■ I I I I { I 2'-101 I I 3'-1„ 12'_1" i -- i I I I I I I I 1 » 13_ » I I I I I HB cv N I r !J II I I �jN� I ! I { o N I I E� S �' II I I � 'max U-) I IS 1 ER 1 I I VERIFY INTERIOR BEARING WALLS 5 o o I I � I I 1 WITH TRUSS ENGINEEERINGrm- X036 Lo �mr - 2N r - � 00 4" CONC. SLAB W1Ic I I 6 X 6 NO. 10 WWM OR FIBERMESH. { I v a a I I f REINF. OVER VAPOR BARRIER I I I I 1 1 OVER CLEAN COMPACTED I I TREATED FILL 2'-6" 6'-3"J# { I i r---------------------------- U-) I I --- ------------- oo I ____ i i 1 I I DAN I --! ------r----- --� I LJ �- I 1 ---—---------- ------ ------ -- 1 I f _ I I 7'-1" 2'-10" 2'-7" 1 { 4A 108'_7%nQD 1 i I I I C) o I �----- ------ -t-1 I Lo co C) ■ ..... 1 ! L-------- L---------------i mo SUPPLY ELEC. TO ISLAND I Ir � � I I I I I 11 Iw/SPI I I I I! I 1 1 I I I VENT DRYER I IIIL_^J—I -{ - --------- THRU SLAB--------- - I I I I I o r AC PAD 1 ---- ------- - ------- - --- I I I W/H cz)C1 I { ► 1 II -- ---------- ! 0'-0" FIN. FLR. i i -_-� r 1 4" STEP DOWN I I 11 w u- 1 I ( ER FTENER 1 I i l I I OOP AND DRAIN I I PROVIDE STEPS I I I I I I AS REQUIRED I I 1 I I I I I l i I I I I I I I I 1 I I I I I I cm I I a I I I c"' I I O I I I M co I I I I N I I I I I I I I { I I I I I I I I I I I I H 1 I I I I z ri I I I I I I 1 L I I z C1 jc I I , L f $ I -5 1/2" cr) 0. ,^ w#_ •'A• •A- •,. -••t.•. .-:Y .•.-.'i•,' ,- _—,• a>••_►1 l., t' _ 1 _ �;►?'•- '� R a 1 w.^ I J PIE FOOTING L. = { — - ------- ----- -_--__ -------- - O COLUMN 80 c 6 BY ENGINEER STEPS TO GRADE '-10� 8t_3n 1 -0 " 8►_3" py 40 `-' REQ'D BY CODE • JOB NO. 05-61-0066 20'-3J/2" '-4 1 5-1» - 13,_3, lslamorada 40'—On SHEET TITLE SHEET FOUNDATION C) A2.0 of 1 1 r _ MAIN FLOOR NOTES -P _ c' 2) [NOTE–FLOOR] t= w �" -to E H •'o S 1. WINDOW GRILLS ARE STANDARD IN FRONTIS 42'-0" AND SIDE ELEVATIONS AND REAR m ` ELEVATIONTO BE CLEAR GLASS, 2'-a" 21'-3�» 18'-82" 2. ALL UNDIMENSIONED PARTITIONS('I`�I`j L g`6 ARE 3 1/2"ROUGH. _ =.0`6 E EEM 8 5–8 3–4 3 4 3 4 2 3. ALL ANGLED PARTITIONS ARE 45 0 DEGREES UNLESS OTHERWISE NOTED. ZE z = a 1, 4. PROVIDE MINIMUM 2-2x12's w/1/2" 8 e 1 8 6'-8)'2" 12'-0" PLYWOOD FLITCH PLATE AT ALL EXTERIOR "■� WALL OPENINGS AND INTERIOR BEARING 3060 SH 3060 SH 3060 SH 3060 SH WALL OPENINGS UNLESS OTHERWISE NOTED. 84"AFF 84"AFF 84"AFF 84"AFF 5. 3-2x4's MIN.AT EACH END OF ALL BEAMS — — — — — — _ — — — — — — — — — — — AND GIRDER TRUSSES UNLESS OTHERWISE LiffNOTED. ALL SUCH CONCENTRATED LOADS in LID I — — — — — — SHALL BE TRANSFERRED TO FOUNDATION 4 M o N 0 _ - - - - - - LL � I I VIA NGS, POSTS AND/OR SOLID 0 o m BLOCKING. ' b;:_ — — – — — — -- — -- — co co ( ( I 6. ALL EXTERIOR DIMENSIONS ARE TO FACE N I P28681-L SCREENED LANAI I I OF STUDS UNLESS OTHERWISE NOTED. w cc/)9'-0"CLG. 7. ALL TRUSSES TO BEAR ON EXTERIOR w w18'-8°X 7-6" I I WALLS AND/OR GIRDER TRUSSES UNLESS12"x 12"FLAT OTHERWISE NOTED ION FOUNDATION PLAN.`D I I I I r! I FOR FAN I I 8. ' TRUSS MFG.TO SIZE MEMBERS, FASTENERS, I I I HANGERS&SET SPACING FOR ALL z ( I 2xs — — — — — — — — — 2x8 TRUSSES. I I L- –j i2'X s'-a°QUAD SL 9. WINDOW SUPPLIER TO VERIFY AT LEAST I I VAULTED VAULTED ONE WINDOW IN ALL BEDROOMS TO HAVE A CLEAR EGRESS OPENING OF 5.7 SQ. FT. ~ n r`�� I WITH MIN. DIMENSION OF 24"IN HEIGHT AND � i I ��� V-9)/211_2143' _ 1 — — — - - MASTE SUITE THAN 441DABOVE FLOIORTH; SILL HT NOT GREATER M 5'-8» 3–g� 2–$ /43–8 2 2 12 N 01 0.0 CATHED R�L CLG. 10. BALLOON FRAME ALL EXTERIOR WALLS I 18'-7"x 15'-3" (ABOVE 8'-1" TO UNDERSIDE OF ROOF I U. vi I SHEATHING>PROVIDE FIRESTOPPING I I EVERY 8'-0"VERTICALLY IN WALLS>8'-1". co co I 11. ALL HANDRAIL BALLUSTERS TO BE IFF 2668 PKT 2068 PKT - - _ GREAT ROOM SPACED SUCH THAT A 4"SPHERE CANNOT Y PASS BETWEEN BALLUSTERS. C) I LINEN I � VAULTED CLG. 12. ALL ELECTRICAL AND MECHANICAL N I I 0 9'-0"CLGru) . I N 18'-5"x 17'7" HB EQUIPMENT&METERS ARE SUBJECT TO N — " ms o _ I I RELOCATION DUE TO FIELD CONDITIONS; N TOR TO VERIFY. SCM 1 Q curnE I 13. OR ADDCONTRACITIONA NOTE SEE GENERAL x D/s I I _ o WZD 10 5N 18 I H LE a 2068 VAULTED NOTES ON TITLE SHEET&DETAILS. o`o u- Z = mLL D/5 m I I o i z Ln 14. TYPICAL WINDOW HEAD HEIGHT SHALL BE _ I I T 21-01# 9'-o"CLG. is ( I I I I 84"ABOVE FINISH FLOOR(U.N.O.). c m 42"h.KNEE WALL w/ I I— — —� I 15. WINDOW MANUFACTURER TO TEMPER ALL T F5-8 I I O GLS BLK ENCLOSER — — I WINDOWS 2'WITHIN DOORS,OVER TUB& '! U-) I I I SHOWERS 7 WINDOWS WITHIN 18 OF THE Q N — 2 I �' R� COLUMN( 8'SO.FRAMED P. F 2) FINISHED FLOOR. 0 r- L — _J I a. a- I 2868 I — I BAT I 2ND LEVEL OIL I 9'-0"CLG. _ — — — — _ _ ABOVE— C) 2,_31 3'-3,„ N 3'-9)/2 I 2os8 PKT 8'-2"X 5'-5" 40.5"h WALL — LO 00 6'–$'� 12'-0 2" u- = PED.SINK I I N I I w/15 BARTOP (– — -- — — —��— -- — I ¢ 9'-0"CLG. I as — o ® II ti 11 0 0 g I a 1 24" 2X6 II (dj � II II DS D/w I CJ 11 If o I I ! Li r 2-YJAZ III I _ I — — c — o — — — — i SINK W/DISP. - o 1'-0"PONYWALL w/ N I I D/VUxv 2668 2'-6"HANDRAIL " I I (TYP.OF 2) BC I OHC 5-3 5'-3�» 3'-3" 2'-11" 2,_3y„ 3' S%" I 2os8 N d' -d% l 6'_0" 5'-7� I I 5 SH BC BC 36"I LLm LL = o a < CO I LINEN BC ¢ BEDROOM 2 I 2050 4 toI 9'-0"CLG. I 11 r---, I KITCHENLn o I o I 11'-2"X 11'-6" l a i i i W/SP i 1 ,9'-0"CLG." RANGE (60 N N N I I 11 L__J I UTIL ii-0 x,7',s W/MICROHOO LIJN i !I I - I I = I X , g'_0" LG' 2868 PKT a 11 I W/SP f I ^ do {2)2668 I D/SP 4" III I ! I V N i i i 6'-7" 5'-2" r- I 11 L__J I N ® I I I s D/S J -co 2868 SC I 1 1 1 w -- 1I D/SP j , 36" t CSC I ❑ A/C BC 11 i cv I cu 1W1H I I I n 2068 as A/C ---- ( STEP DOWN I cr I I w LL I W/H r7l1 I ( CONDENSER 3'-0"FROM WALL I a I I ¢ cc I I Ila cd I – ---� �f DRYER VENT I (2 12068 n I THRU ROOF 14,_5» 6'-10�» .n I i i v WI i ( — — — — -- — J, 10I I a a� 1 L — — 4068 SQ.OPG. +68 SQ.OPG. I n cn co I - 41 11C1 2-CAR 22 1/2"x 54" I I I _j L - - - - - I GARAGE PULL DOWN I I I "'�■J 9'-0"CLG. ATTIC ACCESS I 2►_3» 3,_0, 2,_6„ 3,_31 » I I I f� 20'-8"x22'-6° It 40 II o FOYER I I c FLEXPALINING Ve 10 9'-0"CLG. I I CATHERD CEILING x . " I 5'-2"X 1T-8" � 13'-0"-f 11-8 II I I N 19'-32" 2,_0» 00 ( I I � I I I II I ( HB II I \ / \ / - I ►-= \ / \ / 3060 SH 3060 SH 84"AFF 84"AFF I I 3068 I I \ / \ / 9ra FRONT I \ / \ PORCH I I _ 9'-0"CLG. I I : ..:;... .+'r. .:8'=x 7;O.Q.E�• ft 18'-8"X 5'6" o \ / \ / •• • !•• •a, i•• aim:'. --•` • .. • • '" '• to :a:°'.. - ew» :',. • _ > •}., •. .►` _p' • • I I .,•L I I . .. . '•' I I `` 1 I ::� — _ _ _ - - - - - - - - - - - - - - - `.�.,.•.. • .►y�-`•., :o •>:.,' " _.{ y. 4:• ,i. 8"SQ FRAMED e:'i;' ►` `c,• — — — — — — — — — — — COLUMNS(lYP.) r� n •C .m °' sir.•r - - a 'i• 'i° i C•. •;•. j .•,.. .�' ♦ '-s♦- •r�•a - LL ('7 0 C0141 16 -. ,. s-. CSI N - `° y rp s •t� •Car .♦ _ - .: .. co ;. :;. STEPS TO GRADE AREA TABULATION REQ'D BY CODE MAIN FLOOR PLAN 1861 SQ.FT. 4* SECOND FLOOR 687 SQ.FT. • JOB NO. 05-B1-0066 6–0 9–3� 5–0 2::9... ;:•_2:-- 4'–102 3'-4" 5–0 2 :'::°. 41 TOTAL A/C AREA 2$4$ SQ.FT. Islamorada 20'-3%» '-0 •5;-5 2►, 13,_3» 2-° FRC)N*T Pf* 132 SQ.FT. 42'-0" LANAI 140 SQ.FT. SHEET TITLE SHEET _ GARAGE 496 SQ.FT. MAIN FLOOR PLAN A2, 1 TOTALAREA 3316 SQ.FT. r L E L N lD� N•—Uc rs= E co , goSEo o = sw "n y r mi 00 � Lo w cS - 0 o a a o o w ❑ W Z a. cc V l m Foo 4 M ■ � W i m I I i I I I I I 1 I I I ( ANN I I I I I O_Oli I m ~ 8 ,W 18 I or- o I ( ( I a° a 40'-0„ (D I I 14'-911 2'-9» 3'-7,Y2" 18'-10J" ( I » 1 , 4,_21 I I 4'-2Y 10'-6Y2 5'-2" 9'-6" » I I I I I i _ I I I I I 2020 FX I I 78"AFF CD I � I I I N I I w I ( 2020 FX I • ..r.. I J I 78" AFF 10 I I Q I I 42" HANDRAIL m -r s N i I 305o SH ' BEDROOM 3 2 2068 1cu M I 78"AFF 14'o CATHEDRAL 2C$ J it 3050 SH 12"x 12" FLAT I 78"AFF o FOR FAN I I J 3050 SH 2 208 I ( 78" AFF w _ LOFT or O �m N (- -1 SCUTTLE s'-o" CLG 12'-3/1/2 1'-8 I I ;r, 5 SH M i HOLE 18'-3" X 15'-3" 10 _ 1 LINEN T z % -- -- '�` — 8" SQ. FRAMED I 3050 SH i 78" AFF — — I COLUMN (TYP. OF 3) I i �' BATH 3 2668 cfl aci co u_w N U-0 8'-0" CLG Mina Ln o co ` o • D/S 42" HANDRAILS N Tr- I "!F 2 Y fi %k WK Ilk PLANT SHELF I 2020 FX I 78" AFF 78" { I i Ca I I I I I I I I I I I wj 4t I 3'-5/2' 7'-7y" 24'-8J/2" 4'-2)/ ( I I I 40'_ I I co i i I ��~� N o N co O LL I ( I a a } MAIN FLOOR PLAN 1861 Std.FT. .� I SECOND FLOOR 687 SQ.FT. • JOB NO. 05-B1-0066 � _ - _ - _ - - - - - _ _ _ _ - _ _ . _ _ _ _ _ _ - - I _ _ _ - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .� ► TOTAL A/C AREA 2548 SQ.FT. Islamorada I I I I I I �R�1� S PSR k" i I I LANAI 140 SQ.FSHEET TITLE SHEET SECOND FLOOR GARAGE 496 SQ.FT. PLAN A2.2 TOTAL AREA 3316 SQ.FT. E 0 fl vrn z: o ;5 L cc g4) g 9'-1 1/8"BRG. 0 uv FIRST LEVEL ----------- op ra fi 2 2 8 '! -g SOS U-z 9:12 SLOPE uto ( K) in IR 9 9 V_ V_ v-co 0 r- 17 9 CM 9 8 8 CA 0) Q w z w to D Of co w ffi co-n cc-n 9:12 L men SLOPE ODM X pm 0 9:12 Ic SLOPE co N_ 8'-1 1/8"BRG. cq A to — co SECOND LEVEL -01 9 ------ ---------- --------------- c a M"0) 75 Dow 8'-1 1/8"BRG. a) _ 4)(D SECOND LEVEL 9 co v L------------------------------ m C4 m> U) C, y) I I I u Lu04 (L QD lr: C _j fAi (D RIDGE w ld 3 CCRIDGE WCC ;o aco z cr- ol 0,11 a. Lu 0w- cm _zM 0 (h 00 uiUS _l cnco r-------------------------------- 8'-1 1/8"BRG. 8'-1 1/8n BRG. SECOND LEVEL 1 SECOND LEVEL FINWTRUSSES FOR 9:12 AkTTIC STORAGE SLOPE � 9:12 SLOPE w %, M W 5 > j.0 M a: -J;o UJ co U.T 0) CC 7 UL rn a. 0 cm 9:12 cl) M SLOPE N 00 4-4 fn A 9'-1 1/8"BRG. Jc FIRST LEVEL 9 .4 cv)V_ LL -V IM 25 0) hi M.c:E r 0.2 a.u-0. JOB NO. 05-B 1-0066 Islamorada ROOF LAY OUT SHEET TITLE SHEET ROOF LAYOUT SCALE 1/4"=V-0" A23 L r EXTERIOR a� � ELEVATION N CITES .a c ..o E•- [NOTE_EXTELEV] o oR C `Qy 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. s.o E o t E 3 BUILDER SHALL VERIFY AND COORDINATE g �-0 :t PER ACTUAL SITE CONDITIONS. CA W c 2 g 2. PROVIDE ROOF AND SOFFIT VENTS AS $ $# S REQUIRED BY CODE/AND MANUFACTURERS 1 X 6 ATTACHED P SECIFICATIONS. �-- TO FASCIA �. 1'-6" DIA,. VENT 1'-6" DIA. VENT `a o o a a o c� 9 N Q ---� oW Z — w a? " � W W 8►-1 1/8 PLT 8►_-1 1/8►► PLT °C oc 4" FRIEZE (TYP.) 4" TRIM (TYP.) 112 LAP SIDING ASPH. SHINGLES (TYP.) (� — – ..— _ 8" BAND (TYP.) 9-1 1/8 _PLT 4 WINDOW TRIM Cp N O ti =N �8N ❑ a >� � LL 8 SQ FRAMED COLUMNS (TYP.) o a LL m�� w/ 1 X8CAP AND BASE (D rte � �Cl 3 8" BAND (TYP.) = N L d` SEE SHEET AD.3 p CO 0'-0" F.F. 0'-0" F.F. a°a GRADE GRADE cna) FRONT ELEVATION Lm SCALE: 1/4"=l'-O" (D 12 or 11 7� ASPH. SHINGLES (TYP.) 0 4" WINDOW TRIM (TYP.) _ oe 9 --0"-01-"fl-N. FL. 9'-1 1/8" PLT - 9'-1 1/8" PLT 8" SQ FRAMED COLUMNS (TYP.) 9r w/ 1 X 8 CAP AND BASE 8" SQ FRAMED COLUMNS (TYP.) . 4" FRIEZE (TYP.) w/ 1 X 8 CAP AND BASE LAP SIDING . o co c 4" TRIM (TYP.) , 8" BAND (TYP.) " CD SEE SHEET AD.3 LL CiCi t 11 r 0-0 F.F. 0'-0" F.F. =N ,ty °° rn rn GRADE GRADE a L.a JOB NO. 05-B1-0066 islamorada RIG AT 1014 SHEET TITLE SHEET FRONT&RIGHT SCALE: 1/4"=l'-U' ELEVATIONS A2.4 L a r L EXTERIOR 'a ELEVATION NOTES = o E [NOTE_EXTELEV] Lu 1. GRADE CONDITIONS MAY VARY FOR INDIVIDUAL SITE FROM THAT SHOWN. E a g BUILDER SHALL VERIFY AND COORDINATE = z PER ACTUAL SITE CONDITIONS. 4 y 0� 2. PROVIDE ROOF AND SOFFIT VENTS AS °' 8 E REQUIRED BY CODE AMID MANUFACTURERS �" s 8 E .2 R 8 SPECIFICATIONS. 9 o o 0 0 0 1'-6" DIA. VENT a �- a r� o cv 9 .= c� T 9 � 0 0 0 0 o rn T O f- W co w OC � W W 8'-1 1/8" PLT 8'-1....1./8"PLT.. 4" FRIEZE (TYP.) El 0 w 4"TRIM TYP. LAP SIDING (n ASPH. SHINGLES (TYP.) or — .� 8" BAND TYP. 118"„PLT 9'-1 1/8" PLT co T rn� Nd M m 8" SQ FRAMED oou- COLUMNS (TYP.) 4" WINDOW TRIM (TYP.) �_ W/ 1 X 8 CAP AND BASE c �� J Can 4 L m 8" BAND (TYP.) SEE SHEET AD.3 °' opo 0'_0" F.F. GRADE GRADE cn ELEVATION- SCALE: 1/4"=l'-O" (D (n cu Lm co 12 — 5 ASS-Pr-H. SHINGLES (TYP.) 4" WINDOW TRIM (TYP.)- Mimi 0 0'-0" FIN. FL. ._. 9'-1 1/81, PLT - 9'-1 1/8" PLT "0011- C — LAP SIDING 4" FRIEZE (TYP.) EIt l El 4" TRIM (TYP.) 8" SQ FRAMED COLUMNS (TYP.) 8" BANDTYP. r ( ) w/ 1 X 8 CAP AND BASE � SEE SHEET AD.3 . . UrL ` 0'-0" F.F. _ 0'-011 F.F. U. M Z1 � GRADE a N GRADE � � � 5 a 8" GLS BLK m E o 48 x 48" a@ 84" AFF CL U. a LEFT ELEVATION OB NO. 05-B1-0066 SCALE: 1/4"=1'-0" Islamorada SHEET TITLE SHEET REAR&LEFT ELEVATIONS A2.5 L a o pow U tUf 9 W � +� _ 25 H $ :5 �v� m 3 8 Ln 4 in to O O O Op �- O �= c= 9 O T 9 N O O O O O d97 ca W Z w co FX 0. » L 3'—0 < > � • w a 0 a M ICRO ,� HOOD = 2 X 4 •• = w 2 X 4 ISLAND REAR REMOVE AS NECESSARY REF FOR ELECTRICAL OUTLET r--- �- ---� SPACE - co " acn N 40.5 DW __� - --- --- -_ - - - RANGE -_ -�- - - -- --- +i CID m- 2X4m N 2'-0» 2'-0» 3'-0» 1,-6n ISLAND FR NT �0)) 4'_0» le 3,-0» le 2'-6» le 2 —0» 3�'0» 3'-3�, aa it 2'—0 2'—0 2 —0 40.5" KNEE WALL DETAIL KITCHEN CABINET ELEVATIONS- e 101" SCALE: 1/2"=l'—O" (D ca O ® o i (+O 0 0 0 1-O 0 0 1 1% cy) .�J 2X4 Cl0 0 2X4 REMOVE AS NECESSARY 21-3" l'—6 1 —6 29-3 2—6 2—8 1 —6 3—3 2'-5 FOR ELECTRICAL OUTLET z 4211 xx rx 0 co , _ •� I lc CV € 2 2X4 N []�[ljl Li 42" KNEE WALL DETAIL � � � — �0 4 ON fes, SCALE: 1/2"=l'-O" SCALE: 1/2,e—1,-0» SCALE: 1/2"=l'-O" M W M Oco N O m C b LL a • JOB NO. 05-B1-0066 Islamorada SHEET TITLE SHEET INTERIOR r ELEVATIONS A2.6 L `21 ELECTRICAL KEY 75 [NOTE_ELECSYAAJcv` c g L ` U SINGLE POLE OUTLET 0 �•.� c o ca 6c � DUPLEX CONVENIENCE OUTLET o� s A DUPLEX OUTLET ABOVE COUNTER o tC�wp WEATHERPROOF DUPLEX OUTLET 2 L2 o E.s --- OCr.GR GROUND-FAULT CIRCUIT-INTERRUPTER o E9 DUPLEX OUTLET € .ts'ra B'A \� c > E — — — — — — — — — — + — — — — _ — —— HALF-SWITCHED DUPLEX OUTLET �i 8 °s 3 8 (\ I DDC — — — �. — ! — r — — —— ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR P&220Y 220 VOLT OUTLET OVERHEAD DUPLEX I •--f � I I WALL SWITCH C? O N 9 C? I � � � THREE-WAY SWITCH o o a to o 9 FOUR-WAY SWITCH I \ / wp ( �--R RHEOSTAT SWITCH -DM DIMMER SWITCH w w REINFORCED JUNCTION BOX L I \• •/ CEILING LIGHT FIXTURETED INCANDESCENT WALL MOUNTED INCANDESCENT LIGHT FIXTURE I \ \ RECESSED INCANDESCENT LIGHT FIXTURE \ RECESSED ADJUSTABLE EYEBALL /* \• •\ INCANDESCENT LIGHT FIXTURE E- I - INCANDESCENT LIGHT FIXTURE a ,�• •�`. ` TPC WITH PULL CHAIN .. cr I 1 0 EXIT LIGHT I � — �-- I � � EMERGENCY LIGHT f FLUORESCENT LIGHT FIXTURE I I FLUORESCENT LIGHT FIXTURE ' • , T WITH PULL CHAIN N •��.�• /' ` I I I / -'� TRACK LIGHT ca �M @ Sp I I / ` 0 EXHAUST FAN(VENT TO EXTERIOR) g VO I •., _,.. '/ EXHAUST FAN/LIGHT(COMBINATION a04 mi M x I (VENT TO EXTERIOR) c 3 3 I 1 - ] EXHAUST FAN WITH HEAT LAMP a F (VENT TO EXTERIOR) a r, I •.....,/ CEO'W ® CHIMES r N 011 VEN TILE CARPET l �P8 PUSHBUTTON SWITCH > I TO EXT. � — _ _ ._.... — -�.- r — — — — — ^ T ® SMOKE DETECTOR ao o s -- v a.a / TTT ,• • / I Ho HEAT DETECTOR ]:?) VENT ® ° ° ® CO2 DETECTOR T* O EXT. DNV I TQ THERMOSTAT ' SPEAKER PHONE(1-CAT3) / 1 I �. �• N DDC{1-CAT5,1-RG6) / •..•-' ` ® MDC(2-CAT5,2-RG6) ELECTRIC METER / NETWORK l © ELECTRIC PANEL / I HOME GF / �;FI ROOM I CEILING FAN PREWIRE -- ' (PROVIDE ADEQUATE SUPPORT) (D I Ili ii \ I W/SP I I O III i l I LL�_�JJ ' •�.. CEILING FAN/LIGHT PREWIRE cf)- = n f — (PROVIDE ADEQUATE SUPPORT) I N I D/SP 1 \ °0C " IIS • . ELECTRICAL NOTES: D- M PH 3 (NOTE ELECTRICI A/C G F�0 _OE / ( 1• PROVIDE AND INSTALL LOCALLY(CERTIFIED SMOKE W/H / / I DETECTQRS AS REQUIRED BY NATIONAL FIRE J I ! I ;`• PROTECTION ASSOCIATION(NFP'A)AND MEETING THE REQUIREMENTS OF ALL GOVERNING CODES I I I PROVIDE AND INSTALL GROUND FAULT •--•-"' ` I 11 ui wl 1 2. CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY co /• ! ( I I d ac NATIONAL ELECTRIC CODE(NEC)AND MEETING THE / I Lu n ch 1 REQUIREMENTS OF ALL GOVERNING CODES. ELECTRICAL CONTRACTOR TO PROVIDE REQUIRED 3. DIRECT HOOK-UPS/CUTOFFS. L T /' HVAC CONTRACTOR TO VERIFY THERMOSTAT L — -,� —( 3 3 14, LOCATIONS. (LU •,' ALL ELECTRICAL AND MECHANICAL EQUPMENT(I.E. I J� , I 5. FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY • I LLlU I I I SUMP PITS,DRAIN TILE SUMP,AND WATER HEATERS) Z W \ I ARE SUBJECT TO RELOCATION DUE TO FIELD '`, y• <-i I I '� I CONDITIONS. . II I ( TILEI (CARPET ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . . . . . . . 48"TO CL I I I WALL OUTLETS OVER COUNTER . . . . 48"TO CL REMAINING SWITCHES . . . . . . . . . . 48 TO CL Vz' WALL OUTLETS. . . . . . . . . . . . 16"TO CL I BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . . . . . . . " / i 6"TO CL TELEVISION OUTLETS. . . . . . . . . . . 16"TO CL �,• \ / \ / ?�. EXERIOR GFI OUTLETS . . . . . . . . . . 16 TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL 35 am 0 \ / \ / - / +'•'�• I FRONT DOOR COACH LIGHT. . . . . . . 84"TO CL PB/ GARAGE DOOR COACH LIGHT, 4 ` v v /• / �' I I (ABOVE GARAGE FLOOR). . . . . . 84"TO CL \ _"'''..•� _ ,- .+_ _ •,a .? r .4.a .e,..-•• -•••'=-, ., , -...as,e r I I DINING AND BREAKFAST FIXTURE. . . . 64 TO BTM , ' _ ••�:-+:... _ �„; ,: \ '' _ . -�-�= .• :: • ;._.�, .��:. q • . I OF FIXTURE � FOYER AND STAIRWAY FIXTURE; . . . . 96"TO BTM L:'�•,r -•� ,'� �::• N• -..':v...:,,►-,.�, _ OF FIXTURE x, (� t: _ : •-�.' - _ • _"ate. ., •:• •i+, .s' - —_ _— _� __ �.� �_ .�. _� a 'Q ;q '' _ :' <;. z.- + .'• _ THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CL p ,i:� .- � tea' _ `.t••. 'r •. _ .. -• DOORBELL CHIMES . . . . . . . . . . . . 84"TO CL >_ o •1'�-•...... ..�� ^:�r.::_:;i;.:-�=i_ :.:�:,� -+e''e + DOORBELL BUTTON. . . . . . . . . . . LEVEL W/ . DR HANDLEcm :, =•j• = • , KITCHEN WALL HUNG MICROWAVEcl a, `•;..- OUTLET. . . . . . . . . . . . . . . . . . 76"TO CL ii- - KITCHEN DISHWASHER RECEPTACLE . UNDER SINK :•.` • . KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL ... . a,o KITCHEN REFRIGERATOR, . . . . . . . . 48"TO CL o as WASHER/DRYER OUTLE.T. . . . . . . . . 48"TO CL CL "a i JOB NO. 05-Bl-0066 CL=CENTER MINE Islamorada 1 =FIELD VERIFY 2=MASTER BATH STANDARD 30"HIGH VANITY TO BE RAISED 4" SHEET TITLE SHEET MAIN FLOOR ELECTRICAL El . 1 L ELECTRICAL KEY 2 [NOTE_ELECSYMj �c > a c4 0 •- SINGLE POLE OUTLET35 DUPLEX CONVENIENCE OUTLET o Q DUPLEX OUTLET ABOVE COUNTER a m a o s P*E W WEATHERPROOF DUPLEX OUTLET g g WE 9 �GFl GROUND-FAULT CIRCUIT-INTERRUPTER Q -6:e DUPLEX OUTLETis Q §a. �$ HALF-SWITCHED(DUPLEX OUTLET �''- 8 o 8 ® SPECIAL PURPOSE OUTLET/JUNCTION BOX DUPLEX OUTLET IN FLOOR r 220V 220 VOLT OUTLET' F_ _ - - - - - - - - - - - - - - - - - - - - - - _. — _.. - - - - _ __ ` _ ® OVERHEAD DUPLEX - WALL SWITCH oo a N Rh w O THREE-WAY SWITCH o 0 0 0 o di 3 FOUR-WAY SWITCH �-R RHEOSTAT SWITCH w w z w DM DIMMER SWITCH c w J d REINFORCED JUNCTION BOX L - - CEILING MOUNTED INCANDESCENT LIGHT FIXTURE KY- WALL MOUNTED INCANDESCENT LIGHT FIXTURE -[ - RECESSED INCANDESCENT LIGHT FIXTURE RECESSED ADJUSTABLE EYEBALL M a f INCANDESCENT LIGHT FIXTURE m INCANDESCENT LIGHT FIXTURE I -(>-PC WITH PULL CHAIN - 1 EXIT LIGHT C PL-4EMERGENCY LIGHT f ? FLUORESCENT LIGHT FIXTURE �i�•� FLUORESCENT LIGHT FIXTURE T WITH PULL CHAIN co Irl TRACK LIGHT a co Q EXHAUST FAN(VENT TO EXTERIOR) I I '2 N O 1 EXHAUST FAN/LIGHT COMBINATION 0' (VENT TO EXTERIOR) m LL EXHAUST FAN WITH HEAT LAMP aD C v (VENT TO EXTERIOR) v m c f I v co I ! Q CHIMES "c N PUSHBUTTON SWITCH c 0) PB > ® SMOKE DETECTOR o o Ak baa. ppC I ® HEAT DETECTOR I I ® CO2 DETECTOR i TO THERMOSTAT O ® QS SPEAKER I K) PHONE(1-CAT3) (D It DDC(1-CAT5,1-RG6) — _ _ ._ — — •�---- — — -- — — MDC(2-CAT5,2-RG6) `• ELECTRIC METER[ ® ELECTRIC PANEL CEILING FAN PRE.WIRE } 1 I (PROVIDE ADEQUATE SUPPORT) (D j i-- — --i DDC — /• CEILING FAN/LIGHT PREWIRE (PROVIDE ADEQUATE SUPPORT) TILE CARPET tr-- /• ,,*� ELECTRICAL NOTES: ` •�,.••--- [NOTE_ELECTRICI 1. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE co DETECTORS AS REQUIRED BY NATIONAL FIRE ® o PROTECTION ASSOCIATION(NFPA)AND MEETING THE 3 DDC REQUIREMENTS OF ALL GOVERNING CODES GF! PROVIDE AND INSTALL GROUND FAULT 2. CIRCUIT-INTERRUPTERS (GFI)AS REQUIRED BY J NATIONAL ELECTRIC CODE (NEC)AND MEETING THE I 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. 5. FURNACES,A/C UNITS,ELECTRICAL PANELS,SANITARY I PITS,SUMP ARE SUBJEC DRAIN O RELOCATION UE` O FIFIELDATERS) I I CONDITIONS. ELECTRICAL DEVICES: ABOVE FINISHED FLOOR: SWITCHES OVER COUNTER . . . . . . . 48"TO CL WALL OUTLETS OVER COUNTER . . . . 48"TO CL 0 I I REMAINING SWITCHES . . .. . . . . . . . 48"TO CL WALL OUTLETS. . . . . . . .. . . . . . . . 16"TO CL BATH VANITY BRACKET OUTLET (1"ABOVE TOP OF MIRROR). . . . . 88"TO CL WATER SOFTENER AND SUMP OUTLETS 48"TO CL TELEPHONE OUTLETS. . . ,. . . . . . . . 16"TO CL I TELEVISION OUTLETS.. . . ,. . . . . . . . 16"TO CL EXERIOR GFI OUTLETS. . .. . . . . • . , 16"TO CL GARAGE GFI(ABOVE GARAGE FLOOR) 48"TO CL FRONT DOOR COACH LIGHT. . . . . . . 84"TO CL arm GARAGE DOOR COACH LIGHT, (ABOVE GARAGE FLOOR). . . . . . 84"TO CL 2 a DINING AND BREAKFAST FIXTURE . . . 64"TO BTM -4 L - - - - - - - - - - - - - - -� I OF FIXTURE E 2 FOYER AND STAIRWAY FIXTURE . . . . 96"TO BTM OF THERMOSTAT. . . . . . . . . . . . . . . . 54"TO CRE DOORBELL CHIMES . . . . . . . . . . . . 84"TO CL r o DOORBELL BUTTON. . . . . . . . . . . . LEVEL W/ O .. °P DR HANDLE '. 0 KITCHEN WALL HUNG MICROWAVE m r NUTLET. . . . . . . . . . . . . . . . . . 76"TO CL u- M KITCHEN DISHWASHER RECEPTACLE UNDER SINK o N KITCHEN RANGE. . . . . . . . . . . . . . 24"TO CL �: cole C) KITCHEN REFRIGERATOR . . . . . . . . 48"TO CL E o WASHER/DRYER OUTLET. . . . . . "T 00. -a . . 48 O CL SECOND FLOOR ELECTRICAL SCALE: 1/4"=V-0" T JOB NO. 05-BI-0066 CL=CENTER LIINE 1 =FIELD VERIFY Islamorada 2=U&STEP,flAZH ST&RDARD 3T IAMR VANITY TOS BE RAISED 4" SHEET TITLE SHEET SECOND FLOOR ELECTRICAL E1 ,2 L a 67'_0,1 ol 25 -611 K 41,_6„ -n rn 2,-6" 23,-0„ 11,_10,, 1'-8„ ,-5„ 5,_9„ 5'-5Y2„ 15,_4 „ M 4'-0" ' 6)8 Z r'8 MC — M K Z n -P MzG) 0 I Fill I M(I AS '• • • I M , LJ ol f_off I i i i.--------------- 13 2 2 I ! ol r M w O�, I I I I ! �'•r9, I I i I I C A 7a I i i to ,,.., N _ I I '�► •a 1 • I .•. 7�.�•• (� r I .. ry I �� rn I I I ICA •~ >_ , --_- ---_____--____ __ . Q SLOPE 2 0� �° I I !I I !1111 I ____ _____________ ___ I '°A_> C) ,. I , �• I I .. c;, Ica I --m ! I I I ►.a I .w .�, 5,_4„ 1�'_0" rn .�-- ." •'11'a z M 1 1 I f I I 0 I N .. LLJ �.4.•°,•.••1 a• , ..�'...•'4 a 1 1 I I I I LLJ LJ imp 01 0 410 f..;• , .:.. {, mOD �"F----- to 10 cl ....,. m '"L AMU AMvwffiwv#w ,•' ,r.•ti.. �,. X ,.••�'' iIEu 0 .,� (n I ..... .�,.. ...... ' ';'',�:�,••;'rI•r'' �'✓,.:! r: fn I I ' I X .+IAMMM,h�fyMMl'na.I�r7rhtW.w. .�• ...ILL..-...., ,ntwM •*Wow. �"`� ( �4y i ,� N • '� •.R.• • A,'. •.r r f" 10 ' I I ' wrwwr � � lrrr ��a! �/ ��+,•J� � ;� 8 > © '' • 11 Z ft'M� MM.•'+IMM�Ir •+IMIMIX! ..._ q yk atiM oIwoeIiIoI l'1 O 1,1 V 41 11,11141 M 1111 r I ♦ �t ( "!,� 41a �, 1k '4� �„ •.j 1 .4 '1N . yr \ I .•.r,.r.ev..an we.. .r�r,a• ... < • ilfly, 'h.._ - ,.r.,nVNIMMMWnwY.aWnM xm, .,,p�•r•.•wMn•_ al.� a,x. P1.H f• rn o , O •.w, .� ... .,, �, .... ._........_ " •„•.,..+r.Yla ..ww.,..wpINWWww.,�•1 .., a�,n., „K ..... •,.rv'1�t ... a .k..• ..ue�. «vY•, n, „,qy,, w+FHo•5a'RI1tia �m't:.°r�wo -wrrxxw,,, � 41_311 r �l� ! 1 1 I M 1 op M ! ' 8�EW+.;H�tl.ro•K.:�•...n,"�'NM,Han„M9�d�,...VYP�M.�M1M4IX�A�.CMN:wW�.,W.Mk"W#UbM.W�NM4Y�'W�M�Wi. '��,�J'�'v..•ryp.•. M -0 'oat"' m I o rnD > �� M M I kF ! I I �, z _- -M In r o av I } --� I I I I i i i ' I 1 co � ., � I I I "ti,°r I � � w. 8� Sm o0 I I ! I I ? M a I :' I I 1 -+r i l i r; I I SLOPE 1" Wi z • ''°�� I I ry � 1 �, I I ��M- I SLOPE 1SPACE mot SLOPE 39 E 1 I I "ao Z CD W L � • a 2,_6„ 3f_�" 21_0„ 13'-10V» 10,_91/2„ 7,_6„ I 19'--10" , 52'-0" — -- _ . _.._. NOTE:5 67'_0„ --_.....-_._...._..._.�. ....... _._ .._ ._._.__-__..._....-._..__.__._...__... THE UNDERSIGNED (IJL t•IAS NO KNOWLEDGE OF ANY SUBSURFACE SOIL COI C 1 RT: THUS, ALL FOOTINGSARE DESIGNED AS SHALLOW F001INGS BSM ON SOIL THAT POSSE SES A MAXIMUM ARING PRESSURE OF 2000 PSF'. IF CONTIRA�C:fOR FOUND ANY DIFFERING a CONDITIONS EITHER THROUGH OL REPORT OR SOIL REMOVAL* THEN ENGINEER OR UNDERSIGNED �• NOTIFIED 'AND POSSIBLE FOOTING I DESIGN REIIISI6NS (I-E, MAT FOUN 1' N OR PILE FOUNDATION) MAY HAVE TO BE IMPLEMENTED PRIOR TO COMMENCING WITH FOOTINGS WORK. O t 1 � IN. FOUNDATIONNC�' C �,� E D � SCALE:: 1/f f,�,� (SM SHM No. S-4 � t�ElAQ si a�raar r ,rr� r �n _ara `� 8~x8 x18" CMU 'STEM WALL EOUNDATI�N_ NOTE5: (1)#4 ROD VEI"ICAL ON 48~ O.C. 1. DIMENSIONS SHOWN WITH INDICATE PWMBING OR ELECTRICAL. --- --- ---- ---- � HOOKED ;NT0 20"(W) x 10~(H) AA OUTLET LOCATIONS. VERIFY WITH BUILDER AND/OR HOMEOWNER. CONC. FOO' W/(2)#5 RODS CONT. M � .1 ► z 20~ x 12~ H THICK LOU 0. (VIS ( ) EN CRETE SLAB w/ (2)#5 .. �..� h _... ...._. r ..._ _.. _ RODS CONT. W r Q z mmm me m sue D= z M Q 0 0 SPEP DOWN CONCR�':T�C SLAB w/ (2)#5 RODS CONT. J 0 B NUMBER KOM ME DEVUL %xA wn o P44 photo CL SHEET NUMBER S--1 OF 5--4 rr�r.rrrr Ira�lw.�wl�.w� raa�rw�wwlwtw�r,.ra��rrw��wlrr..w�rtllr - - .�IrMr�Irrl of 4 ► . ; ., ► TABLE EOR SHEAR ,iww'uMMp, n WALLS FRAMING 4 4 ,wun,,.-. , a �n,uT . nx Mn1Mil"'tw,.MIPwRu (GROUND FLOOR0w, *anw 'w"•^•"""• RTHE SHEAR WALLS TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING CRITERIA UNLESS OTHERWISE NOTED IN THE TABLE: 1 , - A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAI . -� `:. j`" 'i '•° /Zan OR ' LS B) GYPSUM BOARD TO STUDS NAILING SHALL BE 5d AND 6d COLLAR NAILS FOR 1/2" AND 5/8" THICK 'BOARD RESPECTIVELY. m a o � C) LATE-�COMCRETE SLAB ANCHORS SHALL BE 1 CD ' •.r r•; . � � � SOLE P 2"� 'TM�Ar�1� 5 : Ota N 0 N ¢ � �g � S � 4�-3. �� �P0>� C� � l+�ol,1"S �S 1��tStt?IR�9 `fi 'C>�e •Bl�1.O�J SINGLE OR DESIGNATION REQUIRED SHEATHING TO STUDS FLOOR TO FLOOR �, , ;.�:�;�....; ;•..:• ...� G)m SHEATHING DOUBLE SHEATHING NAIL SPACING ANCHOR.SPACING r 1 °. ,• % _ _ _ _ _. �. -- _ �. •- ._ t A 7/18 OSB A �x� � 1 � _....rli ems•• ......�� 11 '; •; �� y L , SINGLE 6" / 12" 60" O.C. ' ,i ;^,:• y 2 ,� � � ® m (BLOCKED) co 7/16 OSB d ;;:: : , ,• �� ,,., SINGLE (BLOCKED) " 12" ►(�, 0C• p �.. _ ._ _ ® / � SIC '•'.. : ; •.,L, r,• a ► ., I x L it y 7/16" OSB ' •' )O \ ` o SINGLE oo 1 �� �. q*,, •fw J:R. r ,.f; ' ' .. ,,,... \ ` '~�' i -„ . (BLOCKED) ,?� .,-a '� Y•.r. • �r:, r . ..« \ d 2868Lu• Iv I •• ADO EPDXY GROUTED BOLTS �O '4' »� �=• p ,:�,�"©ACHIEVE REQUIRED BOLT SPA LNG. c� •• ��` , _ _._ C ,�t 6L� CL ' I ` LINEN �"' * +� NAIIi PAN��. �G�5 00T0 OV �3���5 W � Z - �'Z) �► °,• °d . � ALM w lblow , 5SH x � ., , . ;r ADDITIONA NOTES: oft- . I a FOR LOCATIONS 1 co r „y ) CLOUDED AS INDICATE LOCATIONS WHERE HEADER BEAM SHALL BE b -n l I N �► I I 4, BOLTED PER DETAIL "B” OF SHEET No. S-4. ' f 1 I 2) FOR LOCATIONS CLOUDED AS Z INDICATE LOCATIONS M►• Y • I m 1: 4 WHERE WOOD POSTS SHALL BE STRAPPED C�2 I ( I �' �-'`:: . '��' I• `�� AT TOP AND BOTTOM '*A" •' w i l OM AS SHOWN ON DETAILON SHEET No. S--4. T Cr'J • a a 3) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL H ON SHEET No. S-4, 4) FOR LOCATIONS CLOUDED AS SHALL BE STRAPPED PER DETAIL " ON SHEET No. S-4. rq Ll> M 0+ 1Kr1, U 5) ALL EXTERIOR WALL OPENINGS OTHER THAN THOSE MENTIONED • ABOVE SHALL BE BOLTED PER I Ig , DETAIL "E" OF SHEET No S--4. 014% min r a Z . 6 ROOF TRUSSES P= ; „3 0 I 1 �� ) SES SHALL BE STRAPPED TO TOP PLATES OF BEARING WALLS AS SHOWN ON; Zom 111 _ k 1 11'1 ” "�d �tI rn O ( ( SCHEDULE A ON SHEET No. 'S-2. STRAPPING WILL BE ADEQUATE TO RESIST SHAER FORCES C3� ACTING SIMULTANEOUSLY WITH UPLIFT FORCES. ` ' E IrCeI ► I 1 i �,....� ... �, _ P' 1 z Z ,• I '` I ' � 7 INDICATES FLOOR JIQ TS AND GIRDERS T 1I , " -- " r�. ,,,� I I ) S DES 0 BE DESIGNED, FABRICATED '',,,, AND CERTIFIED BY OTHERS.CA 4il • • JY; jr �, I x 2=230MM 'r Mwc 77 7 77 lowf 9'-1 1/8"WALL.1T. x eD w\"1 �t » GX I SCH D LE A o °1/ INCL H DIAMETER THREADED STEEL RODSs CONTINUOUS FROM T OP co � " -A O CONCRETE, Aco-E ON 60 INCHES 0•c�. OR AS SHOWN ON ROOF TRUSSES STRAPPING SCHEDULE TO TOP PLATE �- GLUE r& NAIL ALL'S."SiTYRDI-FLOOR PLYWOOD SUB-FLOOR � ,.�" L,.�IAYOU" � SEE DETAIL .I O� SHEET S-3 F`t�►R TYPICAL r' � SHEATHING w/8D COIYIII�ON WIRE NAILS (�6 �� O.C. � „�,v.l... .• _ ...w..•.•�... ICAL DOLTOP BEARING ' WALLS (PRE—ENGINEERED FRAMING)E'�ERYWHERE . INSTALL SOLID BLOCKINC3 BE EN ,.. ��• SEE IDE'TAIL. "L" OF SHEEN" S-3 IFOR TYPICAL. CORNER SO.,LT ,s f FLOOR JOISTS AT ALL BEARING WALLS AND SHEAR °" � INSTALLATION UTILIZING ALL THREAD STEEL RODS N WALLS &TOE NAIL BLOCKING TO DOUBLE PLATES, � * . JOISTS, AND SINGLE PLATE Wl IOD COMMON WIRE TRUSS No. OR UPLIFT TRUSS TO TOP z TOP PLATE TO FOOTINGS z NAILS ON 120/ O.C. DESIGNATION * (Lbs) PLATE OR TO STUD • `M ALL TRUSS ENDS ..r EXCEPT ONES 0 - 600 H2.5& *SIMPSON' CUPS 1/2"0 STEEL RODS SPACED A5 " OUTLINED BELOW SHOWN•ON SHEET No. S-3 _ .._... .. ...... . ...,. ` 5 2,C 2,c 3'C(f,C61 601 - 1200 (2) H2.5A, "SIMPSON' CUPS 1/2RODS SPACED AS C-6,F,I, t7_1 SHOWN ON SHEET No. S-3 Ay�---•--Y- 197 _ 0-) LSTA2q, "SIMPSON", T - *SIMPSON". 1201 1(0?�. . STRAPSN�Iit•4�D 0►� .I.T 20 B , HOLDDOWN 43080 (2)i,�q Zy SECOND FL:00R� F000kAMING PLAN „��M dN•• N r N • OO , ' '' T -- ��� s NAII.� b4T0(Z)ZxH• HT'1'I(o �IM(�sc � Mom y 6QU.Bs 1✓4" 1-01 USE (2, ROWS BEARING RErQUIRE MENU . FQREEAMS/GIRDEBS. Mal OF IOd COMMON NAu.`S O 12" o•C• „ „ K DENOTES KING STUD AND "J" DENOTES JACK STUD. ALL SOLED SAWN LUMBER BEAMS SHALL BE SUPPORTED -- C --4 "_.X : ..S4UD SAWN LUMBER " -- WITH (1 )K+(2)Jss AT END SUPPORTS OR (2)Kls AT • INTERMEDIATE SUPPORTS, LVL BEAM REQUIREMENTS ARE SHOWN ON PLAN ABOVE AND DENOTED BY: 094o d USE (3) ROWS 000 W OF 12d COMMON 0 NAILS O 12" O.C. wti STAGGER NAILS ON BOTH SIDES. epi TYPICAL 0F..(3 2",x 10" THRU 3 2" x 12" SOLID SAWN LUMBER Lli .. m w I— • < Z • •� USE 13) ROWS 1/2 Z "� A307 MIICNM►10 USE (2) ROWS OF 12d COMMON /• OF 12d C011MNAILS 0 12" O.C. 20 w ST EEL S O ON NAILS 0 12 O.C. STAGGER NAILS 0 12 O.C. ON 80TH SIDES. N JOB NUMBElsl^vnoR (2) 1-3/4" My. LVL. �3) 1-�3/4" PLY LVL (4) 1-3/4" PLY LVL SHEET NUMBER , II.'"�"� 'L• Em �R CONNECTION IDETAIL S_ 20F S M r - ..._ ...........ir.fa".•. ••. ...a..rry.i••/gRt•wt1•a «:.,AiAt'" ._.:.rYal"•rS..:.i • ,.._ FIBERGLASS SHINGLES OVER 30# IMPORTANT NOTE: 8 . REFER TO ROOF PLAN AND EAVE . . . FELT OVER 7/16" OSB BOARD OR ; DETAILS ON-SNT AD.2 FOR ROOF . . . � .. 15/32" PWD SHEATHING. PITCHES FOR ALL HOUSES AIR BAFFLE BTW EA TRUSS TO MAINTAIN 1/2" MIN AIR 12 LIM SPACE FOR VENT VARIES „ STRAP FOR TRUSS ANCHORAGE (SEE • SCHEDULE "A" ON SHEET No. S--2) GALV. METAL O.H. DRIP EDGE—r---r ��1��•r•Ilr� r • � WRAPPED ALUM. FASCIA 5/8" GYP. BD. CLG. OVER 2x8 PERFORATED VINYL/ ALUM. 1/2" GYPSUM BOARD • SOFFIT EURO --2x STUDS O 16" OC (MIN #2 I FRIEZE SPF) 00 PROVIDE MID--WALL. BLOCKING FLAT WISE O JOINTS IN SHEATHING i 0 TEXT MIS GHT --`P.T. 2x PLATE qA WNW VENEER OVER dM SII MTL LATHE AND r.J •• ca VAPOR BARRIER 3/4" PLYWOOD GLUED & SCREWED •• ,, �ci •— ,.,,,nnd•...a,..n w..,. : TO 18" PRE--ENGINEERED FLOOR875 • �.,. •��. ,M,,.,,..,, .: '� :,. „� , TRUSSES OR T.J.i. JOISTS O 24" OC .. I , (SEE FLOOR TRUSS ENGINEERING) o09 LLJ •iYw Y "� .._..,. • �F...��'� "+.uH,W.'"•u"+• a,• w.+MM"^..^4M.perr,M/r.`n••`W .rypAA. Y.•I �!A M/ '� W.• 1ST FLOOR TO ;. '. --~RIM JOIST BY TRUSS MANUF. .2ND FLOOR STRAPPM PER (SEE FLOOR TRUSS ENGINEERING) uel 0 STRUCTURAL ! w 1/2w COUNG BD OR 5/8" GYP. BD TYP ` > BEDROOM 3 e 42" HAN Al •m•M,r.,Mr�n>�h+nfrw,rrxawaw'^,n'"ny�.u.>•rw�e.-r m�r> ,�a�,n•Kvaw.,y,�„ ` y „„Fro..,.-„��w 1/2*0 THREADED STEEL RODS CATHEDRAL CLG. I co SPPACED PER SHEET S-3. A 14'-0” x 12'-s" I ADDITIONAL EXP. BOLTS MAY F-1 I BE NEEDED PER SHEAR WALL . . ...— ._ ._ ._. ....� TABLE ON SHEET 0 5--2. 12" x12" FLAT I w R � • • 'F` r•••• co a FOR FAN 2 20$8 I 7/8" MIN. LIGHT `r"""—�""""PROVIDE MID-WALL BLOCKING FLAT .! �•, -., w __ LOFT `: T WISE O JOINTS IN SHEATHING �+. F_ -1 &CUTTLE 8'-•0" CLG � Vpr� OVER o 0 y 5 SH Ps z ( HOLE �8'-3" x �5`—�" ' MTL LATHE AND 2x STUDS o 16" OC (MIN 2 m LINEN v" h .� J VAPOR BARRIER -�- --- 8" Std. FRAMED �---�P.T. PLATE w/ ANCHOR BOLTS PER �� M"'"""'� 0 ,Ori 11 2 (COLUMN (TYP. OF 3) STRUCTURAL �I BA 3 " . . z 4 CONCRETE SLAB WITH jK 8'-0" CLG 6x6"x10/10 W.W.F. TYP. (3000 PSI. ''cam 18" (1) # 4 CONT. FIBER MESH OPTIONAL). DSS 42 HANDRAILS U 0 SLOPE GRADE F •�• +-J-=" r Mei AWAY ALL SIDES OWN 6 MIL VAPOR BARRIER h.r....� ,� `, ..,,.,�"`«,.,wr""" ,rrr,.v+ i,r.a�„.,,,.�a.,., nuom�al.,w+•w'^karn•,_v.r4e,..,. � ,,y •// „w #4 RODS VERT. ON 48" O.C. do AT CORNERS. ', '',�, • • -" "�.• �' VERT. RODS SHALL BE HOOKED 8" INTO r.aq„.,vuv,,.„runwervn,+.w+•u,.•.n.wn Mrrvn.r„a",x.gee=.n»r,.N.wv.,nm,_n....w,.. — FOOTINGS O BOTTOM AND 12" INTO SLAB co qc 20 W)x 10 (H CONCRETE �/� *•. .;�,�`Cl•�, O TOP. FOR HORIZ. REINFORCEMENT, USE �► a.r V'so. FOOTING REINFORCED -- '•. �.!% �'''''��%j'�'•''` '' � � a HORIZ JOINT REINFORCEMENT 60 MtAL •.r.��,r`:.`�, .�•. •`�!�'•'• ON 16” O.C. (MAX.) 0 W/(2)-#5 RODS CONT. '��'� ' '”' �•' '' ' �P,LC�It tD pt�'X�!R�T �r � tffi ' 0 T**leo*f=,v OR1000 WALL 5ECTIOz SECOND FLOOR r=s 1/4"•11 moll G� IMPORTANT NOTE: -REFER-•TO.-RO0E--PLAN-AND­EAWi,- ... DETAILS ON SHT AD.2 FOR ROOF FIBERGLASS SHINGLES OVER PITCHES FOR ALL HOUSES ' 30,E FELT OVER 7116" 0S8 12 BOARD OR 15/32 PWD VAIRES THING. STRAP FOR TRUSS ANCHORAGE (SEE TALE FOR SEMD FLOOR SMEAR WALLS FRAMING (SECOND FLOOR AIR BAFFLE A IN SCHEDULE "A" ON SHEEN! No. s-2) TRUSS TO MNNTNN O.W. , 1/2" MANN AIR SPACE THE SHEAR WALLS• TABLE WAS ESTABLISHED ASSUMING THE FOLLOWING ' FOR VENT CRITERIA UNLESS NOTED OTHERWISE IN THE TABLE: G&V. SAL 1/2" COUNG BD OR 5/8" GYP. A) WOOD SHEATHING TO STUDS NAILING SHALL BE 8d COMMON NAILS. DRI p EDGE BD TYP �► B) GYPSUM BOARD TO, STUDS NAILING SHALL BE 5d AND 6d COOLER WRAPPED ALUM . NAILS FOR 1/2* AND 5/8 THICK BOARDS RESPECTIVELY, OR FASCIA OVER 2x8 ` 1--1/4" TYPE S OIR W, #6 SCREWS FOR EITHER BOARD THICKNESE., PERFORATED uo u VINYL ALUM. DESIGNATION REQUIRED SINGLE OR SHEATHING TO SIU S SO • SHEATHING DOUBLE SHEATHING NAIL SPACING STUCCO FROZE 1/2"O THREADED STEEL RODS ---r.pRpVi ! " A 7 /16" OSB " „ SPACED PER SHEET S-3. DE MID—WALL BLOCKING FLAT SINGLE 4/a / 12 ADDITIONAL EXP. BOLTS MAY WISE O JOINTS IN SHEATHING � (BLOCKED) BE NEEDED PER SHEAR WALL ----•2x STUDS O 16" OC (MIN TABLE ON SHEET # S--2. 2 SPF) 0 7/16" OSB SINGLE " 12" •7/8" N.MIdo (BILOCKED) / TEXT STUCCO BOLTS PER P.T. PLATE w/ ANCHOR � VENEER OVER STRUCTURAL t�'I MTL LATHE AND 4 CONCRETE SLAB WITH M VAPOR BARRIER 6x6"x i 0/10 W.W.F. TYP. ADDITIONAL„HQTES: (1) 14 CONT. (3000 PSI. FIBER MESH .• W OPTIONAL . ...J 0 1) ALL EXTERIOR WALL OPENINGS ON SECOND FLOOR SHALL BE STRAPPED SLOPE GRADE F -�-�-�• .. �,,� AT TOP AND BOTTONA AS SHOWN ON DETAIL F ON SHEET No. S--4. AWAY ALL SIDES .fir LL 6 MIL VAPOR BARRIER Q 2 FLOOR TO FLOOR STRAPPING FOR UPLIFT SHALL BE MODEL No. CS20, •,'� •��`��►; �'i' '� •''� '' �r'`,.�'`'•• 4 RODS VERT. ON 48" O.C. & AT CORNERS. "SIMPSON", SPACED AT 32" O.C. AT BOTTOM AND ALSO APPLIED AT TCP 'r'; • •• VERT. RODS SHALL BE HOOKED 6" INTO 0 i N SHEET No. S--4. WHERE SECOND FLOOR WALLS ARE •'� PER DETAIL D O S C " " ,,��, ...,r. `,��.,� ,�\..� --- FOOTINGS O BOTTOM AND 12'' INTO SLAB `� o SUPPORTED BY FLOOR GIRDERS AND ARE pM A CONTINUATION OF FIRST 20 (W)x 1v (H) CONCRETE O TOP. FOR HORIZ. (REINFORCEMENT, USE FLOOR WALLS' EXTERIOR WALLS OPENINGS MAY BE STRAPPED PER DETAIL FOOTING REINFORCED 9 go. HORIZ. JOINT REINFORCEMENT W((2�`�5; BOOS CONT. 0�1 16" 0.�. ���� • "K" ON SHEET No. S-4. JOB NUMBER TYf=,, lww5TORY W SALr=..p 1/211811_oll SHEET NUMBER ll�Ia � S*.0 ' 30F S--4 h. • Roof r..........20#/Sq.Ft.,Floor....r..% q•Ft. ' 1/2"0 THREADED STEEL RODS SPACED PER SHEET # S- We1 1/2"0 THREADED STEEL RODS 2.nod Load9 • ADDITIONAL EXP. BOLTS ----•-- . Three Second Gust Wind'VAIoCily Per i*BC-2001.........'120 9E NEEDED PER WAR wALL' STUD WAIL I SPACED PER SHEET # 5- NMph,I(importance Factor)=1.01 Wind Exposure'"C'",Category"11"Building TABLE ON SHEET S-2, ADDITIONAL EXP. BOLTS MAY. x: + ed Building). � RODS CONT. 8E NEEDED PER SHEAR WALL , 4" CONC. SLAB W x6x10 10 W.W F TABLE ON SHEET p S-2. COPi ( )Or( )0•S8(Partially Endo* g /6 / W.W.F. nR 1'I d81t{v1BbN ExP�wstoN JOINT . Components b Cladding Design Pressures "*'' : STUD WA I RECESS • PREEN4INET:RED ROOF TRUSSES LL SLAB 3/4 x t o WIDE Roof(Anywhere)=-79.2 Pef,+31.2 Psf,Overhang=426.5 psf(Anywhere) Wall* : Zone"5"is within 4 ft.of corners,Zone"4'"Is Anywhere Else cATUR NUT } + AT GARAGE DOM e IDL, ve. OVER t3.EAN, sq.ft.) Pressure i dsfi WELL COMPACTED TREATED FILL 6x6x10/10 w.w.F. �., 4 10.p 45.7 -50.2 •� 6x6xio%o w•w.F'. oR Fr4tlurnesr+ .fk , • ., .,. fit•M65t RODS PERT. ON 48" O.C. ac AT CORNERS. 4 20.0 44.2 -47.2 BTEEI WASHER ,1• •M VERT. R008 SHALL• 8E HOOKED 6" INTO '• ! ' ,• . FOOTINGS 0 BOTTOM AND 12' INTO SLAB :•.,•••; 9 4 50,0 42.8 -45.7 HURRICANE STRAPPING PER TOP PLATE 0 TOP• FOR NORIZ. REINFORCEMENT, USE I N^ :• I � , •e'v "'. P - 4 1000.0 39.8 -44.3 80H. "A' ON SHEET S-2 ' = ON91lI HORlZ. JOINT REINFORCEMENT •: , •. HOOKED 2)- CONT. HOOKED 6 10.0 45.7 -57.5 OF WALLS �" _ . • �)-#5 CONT. O.C. (MAX.) I .�; : TIED AT CORNERS I �t Tl�p C CORNERS 5 20.0 44.7 -54.5 iD ,;';" � .r' „•,,,+ MIN. 18 �••�-12"-•� MIN. 18' 50.0 42.8 4`1.0 ** . 48" (MAX) OR . ,�•• , •., .� 0. ��,,, CONSULT ENGINEER ••� .•.': ,. ;,• �•�•-24"-� TUR ' 5 11".0 39.8 r4T.2 ' W. ' I N DOWN SLAB DETAIL **« plus and minus signs Indicate aCtdng tErwllllnci and away from the building surlaceSl ROAD PER ASH T # 9- 0 ZoAM STEEL "cr1�ux 10`(H) CONCRETE I�oOTINO . REIORCED w/(2�-,� Rhos CONT. ` 'MRN DAWN SLAB DETAIL SII GARAGE 1) IT IS TW II'l'11K OF TFE E1tC�lE" T19CT TIES WC C IN WNF911101 E WfiT1'L ALL REQUTAMM OF THE AtJrNG2tt'I N" AMIX ILTM OV0 IM TYPE OF ' EXCEPT 4 GARAGE I CONSTRUCTION AND OCCUPANCY. ALL CONTRACTORS SHALL oo TKIER Worac IN CONFORMANCE STEEL. 00" 't' Ck FOUNDATION DETAIL I I WiTH a APT�.�AaI.E CM MO RIMA;rIaNS, 2) THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMMONS AT THE JOB SITE PRIOR TO COMMENCING WORK. 7/14' O$8 NAIL w/ CORNER DETAIL I 84 COMMOMI NAILS TO � 3) CONTRACTOR SHALL SUPPLY, LOCATE MID BUILD INTO THE WORK AI,4 INSERTS, ANCHORS, ANGLES. STUDS PER SHEAR WAIL (N.T.S.) - x10/10 W.W.F. Olt fi Esit ' • PLATES, OPENINGS, SLEEVES, HANGERS, SLAB AND PITCHES AS MAY D REQUIRED BY ax6 TABLE ON SHEET � S-2. .� ;` , *� ,,rr- � 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 • .• REPRODUCED WITHOUT EXPRESSED WRITTEN CONSENT OF THE ENGINEER. _ •♦ • � " RIM J0187 OR BEAM 10 t;, �•�,•'• •;' � • 5) ALL DETAILS AND SECTIONS SIHOWN ON THE DRAWINGS ARE INTENDED Tn BE TYPICAL AND 2"x6 , 4 1 e O.C. LSTA 3G,S�MPsoN STRAP -;.•+•�, : .• .� m .. To APPLY TO ANY SIMILAR SITUTION ELSEWHERE IN THE WOES( 1 . TIER THREADED S L R DS Top' PU►TE'i W-0s RODS CONT. ,. .. SHAD. BE COi�S1rRUED rr THREADED sTF.EI O SYSTEM EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ROD PER SHEET r s- iNSTAL,LATION INS'TR'UCTIONS 20"- 0) SUBSURFACE SOIL. CONDITION i ORMA7 ON 0 NOT AVAILABLE. FOU MTIONS WRER DESIGNED STEEL. COUPLER FOR A 2000 PSF SOI. BEARING CAPACITY. CONTRACTOR S TALL REPORT ANY DIFFERING INTERIOR S'iEP DOWN DETAIL W CL < CONDITIONS TO THE DESIGNER PRIOR TO COMMENCING WORK. ') FORM TDKIE STARTING POINT AND MARK DITHER .THE ' (TRAPS. '"SIMPSON", Q Mf 801. LOCATIONS PRIOR TO C'ONtX'tETE POUR7 �� V 7) RIS THE CONTRACTOR'S SOLE RESPONS BI.NTY TO DETERMINE ERECTION PROCEDURE AND SEE TYPICAL FOUNDATION IF "J-BOLTS" ARE USED OR BOLT LOCATIONS DIRECTLY ON THE HARDENED CONCRETE iF EPDXY ANCHOR BOLTS ..._ ..,_. ,_,., ,_,,. ,,,,_ _,_, ..�. __.. __.. ___• _._. .� _._. �. �.... SEQUENCE TO INSURE THE SAFETY OF THE BtAIDING AND IT'S COMPONENT PARTS DURING DETAILS OF THS SHEET. ARE USED. ERECTION. EPDXY GROUT ,� 2 n M POW STI�APP�NO O TIOP ,CONSTRUCTION �N.Q,TE_5: ) T R LOCAIONS SHALL BE PER DETAIL ON THIS T 1 a'r THREADED W►M / SOLE PLATE SHALL 8E Q ST ON CONCRETE EXCEPT SSIAB ON GRAD SHALL KINE A MIN. OF 3000 PSI 3) INSTALL COUPS, WASHERS do NUTS WHERE REQUIRED M »• STEEL ROD ANCHORED TO SLAB W/ 1/2'0 1) ALL PLACE ( ) PER DETAIL r ON THIS SHEET AND PER MANUFACTURERS 8 x 0 OR ex 4 POST 2x4 STUDS THREADED AM BOLTS SPACED ' COMPRESSIVE STRENGTH AT 28 DAYS• SLABS ON GRADE MAY 8E CONSTRUCTED w/2500 PSI CONCRETE FOOTING RECOMMENDATIONS. Mb'tW S f"a 1 O 18 DIC. PER SHEET f S- ADDITIONAL ' a� EXP_ BOLTS MAY BE NEEDED ABU,, "srMPsoN', 6x8xIO/10 W.W.F. PER SHEAR WALL TABLE ON 1 • CONCRETE. 4) ALL THREADED STEEL Roos SHALL CONFORM TO THE 00�POST ANCHOR 0L F, SHEET , S-•2. 2) FOOTINGS SHALL BEAR BEI.ONV DISTURBED 3c ORGANIC SOI. AND UPON EITHER THE SURFlCAL 501E •"'� REQUIREMENTS t)f' ASTM A38 THREADED STEEL, GALVANIZED. „ ' OR UPON STRUCTURAL FILL COMPACTED TO A DN51TY OF AT LEAST 9bX OF STIWOAi� PROCTOR ' � :#•. ORAL ® INTO CONCRETE MAAMUN DRY DENSttY (ASTM 01557) FOR A DEPTH OF AT LEAST ONE FOOT (1 ft.) BELOW THEL BOTTOM OF THE FOOTING. •r 3) BEARING MATEI6AL: THE FOOTINGS SHOULD KM IN EITHER THE EXISTING FINE SANDY SOILS, BOLT RUN DETAIL TYP r stRG o BOT•roIM R1 ,. ... :. .,�:., (KTP Z - R �► WHICH WILL REQUIRED PROPER COMPACTION, OR IN COMPACTED STRUCTURAL FILL THE BEARING (N.TA) MAI) ( ) !1s ODS CONT. � �. dow LEVEL SOLS, AFTER COMPACTION, SHOULD ExHIRT DENSITIES EQUAL. TO 95X OF THE MODIFIED 20" 404cm� M 0 PROCTOR MAXIMUM DRY DENSITY (ASTM D15l�7 POST STRAPPING 4) REINFORCING STEEL SMALL TSE ASTM A-615 �tW 60 STEEL WORMING To ACI 301, POST STRAPPING INTERIOR THICKEN SLAD DETAIL � ACT 315, ACI 318 AND CRSI MANUAL OF ST�IAHOARO PRACTICE, LATEST EDITIONS. TOP k 90TTr'M TC1P BOTTOM( MISC. FOUNDATION D T 5) ALL CONTINUOUS VERTICAL AND HORNZONTAL RE*tRCWG•► STEEL. IN FOOTMtGS SHALL. BE a'T E AILS LISP SPLICED A MiN. Qi" 36 BAR DIAMETERS OR 24". WHICHEVER IS GREATER UNLESS ... • t� 0 OTHERWISE NOTED. ,.� p4T•3.7 � � ;, 6) THE MIN. CONCRETE COVER FOR FOOTINGS SHALL BE 3 bu MIN. FOR REINFORCEMENT. FwnNos TO MAIN REINFORCEMENT)......................3 inches H2.5 "SIMPSON" 17 SLAB ON GRADE.....................»...........«».....».......»CENTERED CUP TYP OR H2.5A, "SIIdPSON" H2.bAr "91MP30N" ROOF TRuss ) " . ROOF TRuSs CSP tom') M " Roos TRuss �P tom') OR C� 7 HORIZONTAL BEAM AND FOOTING BARS SHALL BE SENT IW AROUND CORNERS OR SEE SCHEDULE A SEE SCHEDULE A SEE SCHEDULE " " " " • Q CORNER BARS WITH 2'-fl" UIP SIUr1t. 8E PROVIDED.' ON SHEET �► S-2. A HEADERS PER SHT. �► S-2 CLIP 5,PSON � ON SHEET p S-•2. ON SHEET S-"2. CUP TYP OR AC CHAIRS BOLSTETtS, ETC. NECESSARY TO SUPPORT }��GE DOOR HEADER ROOF TRUSS » " s) GxNrrrRACiOR SHAD. PROVIDE SPACERS, , l SEE SCHEDULE A REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES . ON SHEET � S•-2. 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 STRUCTURE'S ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. WORK SHALL BE IN ACCORDMINCE WITH *THE BUILDING CODE REQUIREMENTS LSTA3d. 'SIMPSON'. 10) ALL CONCRETE STRAPS CSI � �•• FOR CONCRETE" ACI 318 LATEST' EDITION, MD "SPECFICATIONS FOR STRUCTURAL CONCRETE 1/2"0 THREADED STEEL 1/2»e THREADED STEEL ., " 20g x 24" LONG 0520, SIIAPSON . R00 PER SHEET � S-� ROD PER SHEET M S- FOR BUILDING" ACI 301. STRAPS. t TWISTED STRAPPING F SEE SHEET S-2 40 1) CONCRETE MA50NARY UNITS SHALL.BE ASTM CBO-75, HOLLOW LOAD-BEARING CONCRETE FOR III OF TUDS. 0 MA5ONARY UNIT'S, TYPE 1, GRADE N-1. NORMAL. WEIGHT. WiTH A MIN. COMPRESSIVE STRENGTH SEE SHEET S•-7.,�„,ry_ z OF 2000 PSI ( ' m = 1500 PSI ). FOR III OF ��S. Ala 2 MORTAR SHALL CONFORM TO ASTM C270 AND I BE OF TYPE M OR S. qr OTT14"SiMPSON". • ftm 3 HORIZONTAL MASONRY JOINTS REINFORCEMENT SCALL BE GALVANIZED TRUSS-TYPE WiTH �► HpO HTTjam " ��,� ) .' HOIADOWN �: 6 In. LAP AT ALL SPIKES AND PLACED AT EVERY OTHER BLOCK COURSE, MAX. 16 in. O.C. « I• }. s a •rr (`.t)NCRETE SLAB _. wQQ�_FRAIMNG; ';«`., 4M'! 1.a+. •:- i.,•'At r y 1) ALL WOOD FRAMING SHALL BE SYP J2 AND INSSTALLED PER AITC AND TPI AND NATIONAL SUPPORT GIRDER DESIGN SPECIFICATIONS FOR WOOD CONSTRUCffION. 41, 2) ALL STRUCTURAL WOOD MEMBERS SHALL HAVE THE FOLLOWING MIN. DESIGN VALUES: EXI ERI OR WALL„ w.�j�: .x. ':t . OPEN{NGS EXTERIOR WALL' OPENINGS SAWN LUMBER LAM. VENEER LUMBER STRAPPING O TROP � eoTTaM SiRAPPINti o TROP EXTERICIR WAIL OPENINGS DOOR JAMES Fb = 1,120 PSI Fb u 2,500 PSN T�. k BOTTOM EXCEPT AT ANCHORAGE M TOP k Gomm DETAIL "C" Fv = GCT PSI Fv = 285 PSN ) GARAGE DOOR k OTHER LiD�t.ATiM SFIOWN S'TRAPPIHG o TROP a 80 T+OM Fel = 565 PSI E 11900,000 PSI ON SHEET' IF S-2 OF THE DRAWINGS (N.T.M) (N.T.S.) JAIME STRAPPING 0 TOP Bc �T�'�OiM Fc = 1,455 PSI 4T,S.) N.T.S.) E = 1,600,000 PSI. 3) ROOF & WALL SHEATHING SHALL BE 7/i B" ORIENTAL STRAND BOARDS.(OS8) OR BETTER, SPAN RATED AS SHOWN ON THE DRAWINGS. 4) ALL WOOD MEMBERS EXPOSED TO WEATHER OR, IN CONTACT WITH MASONARY, CONCRETE OR SOI. SHAD. BE PRESSURE-TREATED. FOR + SCHEDULE "C" *** '�r 0 5) CONTRACTOR SHALL. PROVIDE AU. FASTENNi ,. APPIJCATION. FASTENING SUBJECT TO MOISTURE #TALL BE HOT-DI'PED GALVANIZED TO ASTM RECOMMENDED STUD SIZES AND SPACING . TOP PLATES H2.5A, "SiMPSON", CUPS (TYP) OR A-183-80. WALK. PLATE HEIGHT STUD SIZE SPACING 2x4 W.�n XM, BEs+ ate,RNKIERs ROOF' TRUSS NOT SEE SCHEDULE "A" ON SHT. � S--2 4«11M OABLR J iT 4 p1i /-��� � H- SHOWN FOR CLARITY 6) ALL METAL CONNECTIONS AND FABRICATIONS SWALL. COMPLY WITH A.i$.C. SPECIFICATIONS. 8'-O" Tl•IRU 9' 10" 2x4 16" 7/1e STRUCTURAL ROOF "ATNING U-N�IANG& 4d" OR EQUAL *W DIG. FASTENING SUBJECT TO MOTTLIRE SNALI. BE HOT­DI'PED GALVANIZED TO ASTM A-153-80. _ CONT. 2x4 SCAT FROM TOP 10 1 2x4 AAROE RAFTER CONT. 60TI�011 CHORD TO SERVE AS NN1.ER ���•��� 7) SOUO BLOCK All JOIST AND RAFTERS AT POINT C>F' SUPPORT. 10'-0" THRU 14'-0" 2x6 16' _ FOR x eRAaNc a rr O.C. PROVIDE CUP FOR 400�bt. y' BOT $ GRADE OF LUMl3ER To BE USED FOR THE FABRICATION OF STUD WALLS MAY BE SPF 2 14'-i" THRU 18'-•a" 2x8 16" I j �NO<E$TRIG 111U B[ CHORD 24 O. COM OF uTERAL SHEAR } --- TlessSEs o s4" O.C.. sOTTOa 0mo OF cAeLE •�- ' ' INSTEAD OF SYP 02. 19'-0" THRU 22'-r 2x8 12" i 294 X-tIRACNva 1 FASCIA 12d NAILS O e' O.C. END •NSS ��'�' ,,��� .'� SPH,�"D.C. N". STRAPS 2xlfl 12" I B'-0"DIC. I �--TOP CHARD OR pro ' " O 32 D.C. E-1 i ' 1 'Run DROP 3-�" Ca) 1sd " •,,�� � y 3 •I • � i Da,elE TOP PLATE +i'01, � *** THE PLATE HEIGHT REPRESENTS THE VERTICAL. 2x4 SCAB CONT. TOP TO 1 I I �',� • UNNNTERRUPYED SPAN LENG,iHT OF THE STUD. 90M CHORD S.ft.nm MAX CAKE OPOWIC SCHEDULE "B" -- MISCELLANEOUS FASTENING SCHEDULE IF KIORIZ. CONTINUOUS BRACE CAPABLE OF •._ �' • SING LATERAL. LOADS TO SHEAR WALLS I 1 D/�. EXIST.GA,.1,. THEN THE SCHEDULE SHOWN ABCWE i eoTT+aw CHOW o x SRACW 2x4 SLOCKWO a 4e' O.C. BE om4 LSTA38, " ", FASTENER NUMB OR SPACING IF T I I i CONT. 2x4 >iCA9 FR�iN TOP SIMP5ON Zx4 SCAB VER COMMON TRUES AND FIRST SPACE O 32 O.C. . CONNECTION, DOES NOT APPLY. wEs IS NOT PNESENT ( � 1 ADDITIONAL �� (MAX.) TOP op SOLE PLATE To STUR, END NAiL 16d COMMON 2 TO FORM AN L SNAV StMQ TO SOLE PLATE, TOE NAIL 8d COMMON 4 ( " I j ®RACCONTE 48 O.C. LATERAL DOUBLE STUDS, FACE NAIL IOd COMMON 24 O.C. A�1) t3d NAILS(TYP x-aRAdNQ 1 i 80TTti'frlA CHORD OF DOUBLE TOP PLATES, FACE NAIL IOd COMMON 16" O.C. CAM DO TRuatel (3) 12d NAILS TOP PLATES, LAP AND INTERSECTIONS FACE NAIL - 2-16d OR 3-1Od COMMON „ „ 1 W • HEADER rno NIECES lad coMtl 16' O.C. ALONG FA EDGE SCHEDULE D (E)r- 4 TOP PUTS CONT. 2x4xei' �2$Yp CONTINUOUS ISOMIEMIC VIEW SHOE PLATE W` r•`r FRAMING SCHEDULE FOR OPENINGS SHALL BE AS FOLLOWS FOR ALL LOAD BEARING WALLS LATERAL BRACE•41I'DIC• 2x4 STUDS o 10v 06a % W�ICt LATERAL BRACE To LLJ K-- � PLYWOOD lk PARTICLEBOARD SHEATHING: - EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS . T/1a OSS a/1 s. KTMN OWE° F rnuSs t#A�.E END 1RiJ8S - .. - ` - ` � NAiLEDON4" Z ROOF - 7/18" OR GREATER Sd COMMON e" O.C. EDGES lk OPENING WiDTH IN FEET �� ,FitALltiNti•" SUPPORT BEAM OR Z Z 8" O.C. INTERMEDIATE �vOE N. 400 MUST Or AX GIRDER PER SHEET �! 5-2 UP TO 3'-•0" 3'-1" THRU 6'-•0" 6'-1" THRU 10'-0" - R GREATER Bd COMMON 6" O.C. EDGES dt * INTEL -2x8'e ,� m WALL 7/18 0 » U * (3) (3)-2x10 a (3) 2x12 s PLATFORM FRAMING 4 O 12 D.C. INTERMEDIATE [� 4 JAMB ** USE TWO (2) SIDS OF THE SAME SIZE AS THESE OF THE WALL BEING CONSIDERED FLOOR - 3/4" tdcG PLYWOOD 8d COMMON 6" O.C. EDGES 0 GABLE END DETAIL 12" O.C. INTERMEDIATE OLTZ D *= TWO (2) PLATES WITH A 1/2 PLYWOOD FILLER MAY BE USED INSTEAD OF • THE THREE (3) PLATES MENTIONED ABOVE. � N STUD TO STUD STRAPPING JCB NUMBER UNBR m LEN01H OF X-tIRACNN4 MAY * = OR SEE SHEAR WALL TABLES ON SHEET S-2 & S-3. NOT ExtX;pD 10 k.. I LENo'M GOES . ** = STUDS SHALL BE CONTINUOUS FROM T� PLATES TO SOLE PLATES. Exc�o 10 RN ADDITIONAL BCAe IS eEob, (N•Y•S•) � ��� � SHEET NUMBER